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SENT BY WHITAKER cep _. r, N%J85 SEP - A.P. WNiTAKER & 3ON3,1 PAM_17717771% 77 ALL ADDENDA SHALL BE POSTED ON THE CARELL GROUP WEB SITE. f .. fi X WWW .CARELLGROUP.COM t r HARD COPIES WILL BE ISSUED. r o 10% 200'6 J U.mn x y k k , r 4 t" t 4 r A 4 9 YARMOUTH FIDE DEPARTMENT Fire Chief C. Randall Sherman L I S. T O 1= D R A W I N G S FIRE STATION_ SITE STRUCTURE BUILDING COMMITTEE ITTEE EX -1 Existing Conditions Plan S0:1 General Notes II' , - Site Demolition & Erosion Control PI �f Al Grafi, Chair C 1 an S0.2 Typical Details C-2 Site Plan S0.3 Typical Details Chief C. Randall Sherman C-3 Grading & Drainage Plan S1.1 Foundation Plan C-4 Landscape Plan S1.2 Attic Framing Plan Chief (ret.) Paul Tucker C-5 Erosion & Sedimentation Control Plan S1.3 Roof Framing Plan C-6 Sewage Disposal System Plan S2.1 Foundation Sections Captain Al Bent C-7 Sewage Disposal System Details S3.1 Sections C-8 Construction.. Details S3.2 Sections captain Robert Kelleher C-9 Construction Details S3:3 Sections , Charles Kelliher FIRE PROTECTION Richard Carroll ARCHITECTURE FP1.1 Fire . Protection First Plan Ralph Cutting A0.0 Code Analysis FP1.2 . Fire Protection Attic Floor Plan A0.1 Abbreviations & Mounting Heights' FP2.1 Fire Protection General Notes and Details A1.1 First Floor Plan Owner's Project Manager A1.2 Attic Floor PlanAGUIRE GROUP INC. A1.3 Roof Plan PLUMBING A2.1 First Floor .Enlarged ,Plan 33 Commercial Street, Suite 1 A2.2 Attic Floor Enlarged Plan P1.1 Plumbing Legend & General Notes U derslab PipingFoxborough, MA 02035 A3.1 First Floor Reflected Ceiling Plan Soffit Details P1.2 Plumbing, n A3.2 Attic Floor Reflected Ceiling Plan P1.3 Plumbing f=irst Floor Pfan . Attic Floor Plan Architect A4.1 Exterior Elevations and Corner Layout P1.4 Plumbing. A4.2 Exterior Elevations . P2.1 Plumbing Schedules & Details '� rs. A5.1 Building .Sections P2.2 Plumbing Details THE CAf��ELL GROUP, INC. A5.2 Building Sections 85 Main Street, Hopkinton, MA 01748 A5.3 Building Sections HVAC 58.497 0909 A5.4 Building Section - Fax 508 497 0999 ctio M1.1 HVAC Le end, Radiant Slabs & Slab Detail A 5.5 BuildingSen 9 A5.6 Building Sections M1.2 HVAC Lower Level Sheetmetal Plan Landscape Architect & Civil Engineer A5.7 Wall Sections M1.3 HVAC Upper Level Sheetmetal Plan PLACES SITE CONSULTANTS A5.8 Wall Sections M1.4 HVAC Lower Level Piping Floor Plan. & Mechanical Room Part Plan A5.9 Window & Louver Schedules and Window Details M1 .5 HVAC Upper Level Piping Floor Plan 694 Main Street, Suite 3, Holden, MA 01520 A5.10 Building Details M1.6 Hydronic/Radian/Snowmelt Piping & Piping Schematic 5.11 M1.7 HVAC schedules & Details 508 829 0333 -Fax 508 829 0904 A Building Details A5.12 Building Details A6.1 Door Schedule, Door & Door Frame Types, ELECTRICAL Structural Engineer Room Schedule & Storefront Detail.BERNARD DOHERTY, P.E. A6.2 Partition Types E-1 Electrical - First Floor Lighting Plan A6.3 Interior Elevations E-2 Electrical - First Floor Power Plan 32 aban Street, Saugus, MA 01906 A6.4 Interior Elevations E-3 Electrical - Attic Lighting Floor Plan A7.1 Cabinet Details E-4 Electrical Attic Power Floor Plan 617 240 2868 -Fax 781 233 4972 A7.2 Cabinet Details E-5 Electrical - First Floor HVAC Connections Plans ■ - _ mechanical, Electrical, Plumbing Fire Protection Engineers. A7.3 Cab.inet Details E 6 Electrical Site Plans l E-7 Electrical Power Distribution Riser Diagram & Panel Schedules C.A. CROW LEY ENGINEERING, INC. E-8 Electrical - Legend & Details 32 Dain Street, Lakeville, MA 02347 508 947 6888 Fax 508 947 8579 85 main street hopkinton, massachusetts _ F- 11 o 0 `� {40.40617 t► �'!» p (iISTE ♦ 'fir .k, 3P CEiSLA '311"a,,"& ,Site Consultants enc TANNING, LANDSCAPE ARCHITECTURE, CIVIL ENGINEERING, SURVEYIN 694 MAIN STREET, SUITE 3 HOLDEN, MA 01520-1862 508.829.0333 Fax 508.829.0904 EMAIL places@verizon.net OF 14fgs { Q DENIS J. m l tAcLAUGHLIN, III CIVIL N0.40617 YARMOUTH FIRE STATION v3 YAIVXX M, WSUCHUMMS DEMOLITION, EROSION AND SEDIMENTATION CONTROL PLAN scale 1 =40% date JUNE 16, 2006 drawn by JML/DJM job no 05-294 sheet LEGEND care , g rou 85 main street EX/ST/NG PROPOSED CONTOUR LINE �N OF Mgrs STONE WALL +•� o CIVIL vii V N0.40617 EDGE OF WOODS `� �'�' ,✓-`' EDGEOF PA VEMENT------------------------------- -----------_-_____' CAPE COD BERM --------------- --------------- WETLAND BOUNDARY — — — — PLANNING, LANDSCAPE ARCHITECTURE, CIVIL ENGINEERING, SURVEYING 694 MAIN STREET, SUITE 3 100' BUFFER --- --- EMAIL places@verizon.net BUILDING SETBACK LINE FIRE ------ -- DRAIN LINE ------�-- -- scale 1 °=40' WA TER LINE ---- - —��-- - job no 05-294 SEWER LINE -- --.s-_- _--- -- s SIL TA TION BARRIER WETLAND TREE BOUND DRILL HOLE C) IRON PIN :4, O PER TEST [ TEST PIT SIGN POST - - sror- �- STOP SIGN DRAIN LINE -------_J-- DRAIN MANHOLE CA TCHBA SIN ED 0 FLARED END IN/OUT - ----- WA TER LINEWATER VALVE FIRE HYDRANT s WATER SHUTOFF OVERHEAD WIRES--cnrr�--- UNDERGROUND WIRES -------- rt ---- - �� GUY POLE UTILITY POLE 17 UTILITY BOX Fes' STREETLIGHT LAMP POST SEWER LINE SEWER MANHOLE r GAS LINE GAS VALVE CXI EXISTING 'BUILDING ' �►�` OF P P�EMEN� i�rr r'I r'I r err' VO ' G 1 / P i PA/NTED OACCESS/BLE SPACE " ✓ v/ �/ �/ U U� � DO NOT ENTER - �/ 6' SHADOW BOX AUTHOR/ZED Ellr'TRY FENCE WTH ANL Y" -966 DUMPSrER Q'ya DOUBLE GA 7F _ CLO URE r --- ; ° y. O EC - J BOLLARDS 1 ROW OF TIMBER _ TW/CAL PAINTED • R20' --1 ____ ° PARK/NG SPACE � RADIO g -- -y " (10 X18) R30' %- - R30 h ,g 1 TOWZ"R R10' �° SEE ELECT (TYPICAL), --- -------1 l r I J ICAL I 1—I♦ FLOOR DRAIN !' ' ° 00 LIT BOILLARD (TYPICAL), I C 1 ♦♦ R30 HOLD/NG TAN ♦ - —y ° SITE PLAN SEE ELECTR/CAL S/7E i—] --I P R /N -- - -i --- A o I --- ;y PLAN i - __- _- —, r--------- ------ � fn a -s -s 9 -a--s s-� e e� i � � I � 1 • V� �j� ` / ��� .y� GAS SERVICE 3 h . (BY UAUTY) of I = I -- 1 a' �� ��0 �0 y� 11' WIDE i „ GENERA TOR MOUNTED ON SPACE PARKING COWCR£IF CONC, PA PAD BY SITE of SYGN, MOUNT. APRON / 6 CONCRETE f AN FENCE ��, i • i WALK, TYPICAL f ' EMS ; ° r----- "NO PARKING - UNLOAD/NG FIRE STA TION BUILDING L DAD%NG 1 ° ' ' ZONE" SIGN, CENTERED OV 5' WIDE PI. -o' 1 1 . (, s TYPICAL 1 STRIPED, AREA �z SLAB ELEV4 7TON =23.00 PAINTED STR/P/NG PR/MARY SDS 11' WDE (TTP/CAL) TRENCHES CONCRE7F 1 1 ° ALARM W'TH RESERVE f APRON TRANSFORMER MOUNTED N o i IN 867ASEN 1 /° CONC. PAD, PA , SEE ELECTRICAL DRA WJNGS. SEE SHEET C-6 & C-7 / / 1 O O o 1-0 FOR SEWAGE DISPOSAL rW PAW SYSTEM SPECIFICS i _ _ _= = _ _ _ ,� i �♦ i' ELECTRICAL 4,000 GALLON — I°o.�i SEPTIC TANK (2) SERWCE PHONE RES7R/CTFD SER WCE PARK/NG 1 `DO NOT IFR Al/1HOR/ D ENTRY I 1 j N6620'00"W 2,71.70' - NL Y" 07H S/D£S 1- ---SIDEWALK_ \`��-------------------SIDEWALK---------- ----�- \`----- -- °�°------� �` IN w EDGE OF��P PAVEMENT O PARK/NG SY&V PARKING SAN PAINTED LETTERS ON R30' R30'B/7UM/NOUS CONCREIF �! PA VFMENT 'NO PARK/NG ; ACCESSIBLE RAMP, B I \ ISLAND ROAD EDGE OF PAVEMENT 3 TYPICAL BOTH SIDES _-___-- TWICAL BOTH SIDES ---------------------------SIDEWALK� `------- _ `♦ `♦----------------------------- ---------------------- * -' _ 'EDGE OF PAVEMENT♦� -- --------------------- ♦ -- ----- 1 / �� r 1/ / r r / 1 / N, w (PUBLIC — 60' WIDE) PLAN NOTES.- 1. THIS PLAN /S PART OF A SET OF PLANS AND SHOULD NOT BE USED AS A SINGLE SOURCE OF INFORMA TION. 2. PR/OR TO CONNECTION TO ANY UTILITY SYSTEM, THE CONTRACTOR SHALL VERIFY THE LOCA TION ANO ELEVA TION OF THE UTILITY LINE. SUCH VERIFICA TION ;000 SHALL INCLUDE EXCA VA TING AND UNCOVERING THE EXISTING UTILITY LINE. J. THE CONTRACTOR SHALL COORDINATE THE DOMES 770 WA TER AND FIRE SYSTEM CONNECTION TO THE MUNICIPAL WA TER WITH THE LOCAL WA TER DEPARTMENT. 4. BASE BID SHALL INCLUDE° ALL EXCA VA TION, BEDDING, BACKFILL & TRENCH PA TCH/NG FOR THE GAS SERVICE. THE CONTRACTOR SHALL COORDINA TE THIS WORK' WITH THE L 0CAL GAS PROVIDER. 5. THE CONTRACTOR SHALL ERECT TWO UNI VERSA FIRE STA TION OFF-SITE SIGNS ON BUCK ISLAND ROAD. COORD/NA IF LOCA TIONS !WITH FIRE CHIEF. DO NOT MOUNT ON UTILITY POLES OR WITH OTHER SIGNS. a ISSUED FOR BID 6116/06 1 h e care , g rou 85 main street hopkinton, massachusetts �N OF Mgrs DENISJ. z MCLAUGHLIN,111 a +•� o CIVIL vii V N0.40617 ^vow v A90 FGIStE�� L PLACEA5 ' Site Consultants Inc. PLANNING, LANDSCAPE ARCHITECTURE, CIVIL ENGINEERING, SURVEYING 694 MAIN STREET, SUITE 3 HOLDEN, MA 01520-1862 508.829.0333 Fax 508.829.0904 EMAIL places@verizon.net YARMOUTH FIRE STATION m3 YNOWIM MASSACHLMM SITE PLAN scale 1 °=40' date JUNE 16, 2006 drawn by JML/DJM job no 05-294 sheet LEGEND EX/ST/NG PROPOSED CONTOUR LINE STONE WALL��=Y -� EDGE OF WOODS EDGE OF PA VEX NT -- --"-`�-- CAPE COD BERM ----- -------------- WETLAND BOUNDARY —•-•---•— — 100' BUFFER — - - - - "- BUILDING SETBACK LINE DRAIN LINE -- WA TER LINE -- `- SEWER LINE -- - s SIL TA 77ON BARRIER WETLAND -- TREE.t u� BOUND DRILL HOLE IRON PINQ �R PERC TEST s iV—?L TEST PIT SIGN POST --- stop STOP SIGN) S TOP DRAIN LINE ---------__� --;, DRAIN MANHOLE CA TCHBA SIN ud 0 FLARED END IN/OUT WA TER LINE- . v WATER VALVE '� S asrfi FIRE HYDRANT WATER SHUTOFFS +� OVERHEAD WIRES -o"'`' -"- 0//W— UNDERGROUND WIRES GUY POLE UTILITY POLE UTILITY BOX STREETLIGHT LAMP POST SEWER LINE SEWER MANHOLE L% GAS LINE o �- GAS VAL VE MI EXISTING 1 C/O P ' i NO PORTION OF ACCESSIBLE SPACE OR UNLOADING ZONE SHALL HA VE A SLOPE GREA TER THAN 2%' /N ANY j t DIRECTION \� f;r i ' f 00W ,% W our.19.50 'f �V i ' of/'�� 271 �Q 71 -- J T° IZZ X IV / / !i WA 727R' OUAL1 U STONE WCK PvEM.- J + r CONCRETE PAD ♦ ' Baa a o \ N;f ; ° 1 ELEV.= 22.50 � a i O �JLJ 4D r— 3 , ,• / � � _ � 1 _ WICK,/ --24-- i - r BROAD CRESTED W ticrf7RE S ;4,77 NBUILD%NG ° WEIR ELEV=16.25 r' I SLAB ELEYA`FXON = 23.00 � 1 -- � ,2 r S£E SHEET C-6 f :u FOR SEWAGE i ! All � 1 --- i3 DISPOSAL SYSTEM lraQ ✓' SPECIF/CS \ I I WATER QUALITY ! e., `, f' �� STONE DIKE -. fes tzr.70 00 AIV to / 1 1 / e� i j y�♦ s' oar r> ou Wv ' �' J ILm / I f.__• ;_ / 23 70'00"W f 231.70' ------------------------- ------i-- -----`—c--T--- — \ c---------------------- ..—----�--/' I SIDEWALK __i' �\ 5�. ---- — ------ SIDEWALK _ — -- ------y�� — — g------ - ---- — — -- ----------- W_ _ ---- — ---- -- -- — `\ EDGE OF AVEMENT BUCK ISLAND ROAD (PUBLIC 60' WIDE) EDGE OF PAVEMENT ski i i / ��` _ !---------- -- ----- ---------------- +GE OF PAVEMENT `\ r ----- =SIDEWALK --------- — r `� ! ' ---------' -------------- j I i _--- --------------- f.�— ! ACCESSIBLE END NE PA VEMENTW TO I RAMP, BOTH SIDES, SEE MATCH EXISTING DETAIL ! w`Ir I AI r W V1 A PLAN NOTES: 1. THIS PLAN /S PART OF A SET OF PLANS AND SHOULD NOT BE USED AS A SINGLE SOURCE OF INFORMA TION. 2. NO CURB/NG /S PROPOSED ON THIS SITE. 3. ALL SLOPES a-1 (HORIZONTAL TO VERTICAL) OR STEEPER SHALL BE ESTABLISHED USING EROSION CONTROL NETTING AND PLANTING. 4. ALL DISTURBED SURFACES SHALL BE STABIL/ZED BY PLANTING, MULCH (STONE OR BARK) OR HAROSCAPE PRIOR TO PROJECT COMPLETION. 5. ALL S/TE GRADING SHALL SLOPE FIN/SHED GRADES AWA Y FROM THE BUILDING, NO LOW POINTS OR PONDING OF WA TER AGAINST BUILDING, WALKS OR PA VED SURFACES. ISSUED FORBID 6/16/061 85 main street hopkinton, massachusetts OF hIAS,g0`� Mc AUGHLIN, III R`, s'i '^ �, , ♦k `, CIVIL -d n +►� r !:? ' "' ,,; o co NO. 40617 'U, L ACES xm% ,Site Consultant Inc. ANNING, LANDSCAPE ARCHITECTURE, CIVIL ENGINEERING, SURVEYING 694 MAIN STREET, SUITE 3 HOLDEN, MA 01520-1862 508.829.0333 Fax 508.829.0904 EMAIL places@verizon.net {� OF Mqs J '4Glo/, S ` MCLAUGHLIN, Ili 0 CIVIL v, v NO. 40617 5 • 9�t 0 p0 J. 0 No. 5022 YARMOUTH FIRE STATION v3 yAF*A0M_UAftftACHLNffM GRADING & DRAINAGE PLAN scale 1 "_403 date JUNE 16, 2006 drawn by JML/DJM job no 05-294 sheet ter+ CON TIIVUE .D'LEDMIX - 'C -- / TO ' L/M/ T OF WORK If —22_1' _-- SEE 5TONE MU41" CH /N '-;- - - ° jr o UTILITY YARD 26A I?K MUL CH 0 3L coo,oU'oQQ-O-� /Nju ou ovo � (O ( Li C3 01 1 / ` ✓f _ - LL—=u I -A Wi -: -� -__ � TION ,%BUIL DlffG. _s ° ; -24 - SEEDM/X .A �,oFIRE STA ^ f, 1 I ° `1 SLAB ELEi/A Tl_ON = 2J. 00 ` I 4. 13 i % NOTES.• 1. AREAS /ND/CA TED FOR BARK MUL CH ARE PLANT/NG BEDS / \ / , ' ---- ---- - ______� ��• PROVIDE WEED FABRIC BEL OW MUL CH. 2. PLACE & ANCHOR WEED FABRIC BELOW STONE MULCH is f UTILITY YARD. STONE MULCH DEPTH 2" MIX \\O j lb if LA W/ - _ r > goo SEEDMIX - A " J ;�, t N66:20'00 t�J/ 2JI. 7.0 SIDEWALK EDGE OF PAVEMENT 1 O CA N N 1 BUCK ISLAND EDGE OF PAVEMENT ISSUED ROTI6/16/06 the *vElb. 9j IV I" rAm 0 u ru'v%k 91 11 I AMC/ 85 main street hopkinton, massachusetts F MA ti DENiS J. ''- MCLAUGNLIN,111 '-:`, CIVIL v—'i N0.40617PLACES 4 1Site Consultants, Inc. PLANNING, LANDSCAPE ARCHITECTURE, CIVIL ENGINEERING, SURVEYING 694 MAIN STREET, SUITE 3 HOLDEN, MA 01520-1862 508.829.0333 Fax 508.829.0904 EMAIL places Overizon.net \AOF04 �.x McLAUGNLW, III � t `� N0.40o17 9f��p RED AHCy�T J. C q FCS C �' N 5022 P 90 TON. '1-r Jij., S4Gi s• YARMOUTH FIRE STATION #3 YAFWOM MASUCHUSE TB LANDSCAPING PLAN scale 1 n=40' date JUNE 16, 2006 drawn by JML/°JM job no 05-294 sheet DRAINAGE SYSTEM OPERATIONS & MAINTENANCE PLAN STORM WATER COLLECTION SYSTEM: THE STORMWATER COLLECTION SYSTEM SERVING THIS SITE IS INTENDED TO BOTH COLLECT STORM WATER RUNOFF AND TO PROVIDE PARTIAL TREATMENT OF THE STORMWATER PRIOR TO ITS COLLECTION INTO THE DETENTION BASIN AND RECHARGE INTO THE GROUNDWATER. WHEN THESE BASIC CONTROL MECHANISMS ARE FUNCTIONING PROPERLY THEY PROVIDE FOR A REDUCTION OF CONTAMINANTS AND DEBRIS ENTERING THE STORMWATER COLLECTION AND RECHARGE SYSTEMS, AND THEREFORE DOWNSTREAM RECEIVING WATERS/WETLANDS. THIS SITE IS ALSO SERVED BY INFILTRATION SYSTEMS WHICH COLLECT THE GENERATED RUNOFF AND RECHARGE IT TO THE GROUND, THUS PROVIDING RECHARGE SIMILAR TO THAT OF THE PRE -DEVELOPMENT CONDITION AND FILTERING THE RUNOFF AS IT TRAVELS THROUGH THE EXISTING SOILS TO THE GROUNDWATER TABLE. BOTH OF THE ABOVE-DESCRIBED SYSTEMS RELY UPON PROPER MONITORING, OPERATIONS AND MAINTENANCE TO FUNCTION AS DESIGNED AND INTENDED. A PROGRAM OF MONITORING, OPERATIONS AND MAINTENANCE MUST BE ONGOING THROUGHOUT THE LIFE AND USE OF THE SITE, AND IS THE OWNER'S RESPONSIBILITY SOLELY. THESE ACTIVITIES, AS DESCRIBED BELOW, ARE TO BE INITIATED AFTER COMPLETION OF THE PROJECT AND ARE NOT RELATED TO THE CONSTRUCTION OF THE SITE, EXCEPT AS SPECIFICALLY PROVIDED. THIS PLAN IS SPECIFICALLY FOR SITE -RELATED ACTIVITIES, NOT ACTIVITIES WHICH ARE INTERIOR TO THE BUILDING, THOUGH THERE ARE NECESSARY IMPLICATIONS AND CORRELATION'S BETWEEN THE TWO. MONITORING: THE DRAINAGE SYSTEMS ARE REQUIRED TO BE MONITORED BY THE OWNER, WHO SHALL DIRECT AN INDIVIDUAL TO ACT AS THE SYSTEM'S MANAGER. THIS INDIVIDUAL SHALL BE REQUIRED TO KEEP A LOG OF ALL REQUIRED INSPECTIONS, OBSERVATIONS AND MAINTENANCE ACTIVITIES DRAINAGE SYSTEM COMPONENTS SHALL BE REFERRED TO BY SPECIFIC LOCATION OR THE DESIGN PLAN DESIGNATION, (E.G. CTB # 10 ) TO AVOID CONFUSION OR MIS -IDENTIFICATION. THE LOG SHALL BE MADE AVAILABLE TO REGULATORY AGENCIES WITHIN TEN (10) DAYS OF A WRITTEN REQUEST BY AN AGENCY. MONITORING FOR THIS SITE SHALL CONSIST OF THE FOLLOWING: 1. THE RESPONSIBLE PERSON OR PARTY SHALL BE THE FIRE CHIEF OR HIS DESIGNATED AGENT. 2. ALL OUTLETS TO BASINS, OR OTHER DRAINAGE SYSTEMS SHALL BE INSPECTED TO ENSURE THAT NO EROSION IS OCCURRING AT OUTLETS, ALL OUTLETS ARE FREE- FLOWING AND NO DAMAGE HAS OCCURRED AS PART OF SITE MAINTENANCE OR ACTIVITIES. OPERATIONS: 1. GOOD HOUSE KEEPING AND MATERIAL MANAGEMENT REDUCE THE RISK OF. SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORMWATER RUNOFF. A POLLUTION PREVENTION PLAN SHALL BE DEVELOPED WHICH SHALL INCLUDE THE FOLLOWING AT A MINIMUM: A. ALL MATERIALS STORED ON-SITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. B. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. C. SUBSTANCES SHOULD NOT BE MIXED WITH ONE ANOTHER, UNLESS RECOMMENDED BY THE MANUFACTURER. D. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF A CONTAINER. E. THE SYSTEM'S MANAGER SHALL INSPECT THE SITE DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON-SITE F. ORIGINAL MATERIALS LABELS AND MATERIAL SAFETY DATA SHEETS SHALL BE KEPT; THEY RETAIN IMPORTANT INFORMATION. G. PETROLEUM PRODUCTS: 1) ALL ON-SITE VEHICLES AND PARKING AREAS SHALL BE REGULARLY MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO PREVENT LEAKAGE. 2) PETROLEUM PRODUCTS SHALL BE STORED UNDER COVER AND SHALL BE IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. H. FERTILIZERS: 1) FERTILIZERS SHALL ONLY BE USED IN THE MINIMUM AMOUNTS AS RECOMMENDED BY THE MANUFACTURER. 2) THE CONTENTS OF ANY UNUSED FERTILIZER SHALL BE TRANSFERRED TO A CLEARLY LABELED, SEALABLE PLASTIC BIN, TO AVOID SPILLAGE. 1. PAINTS, SOLVENTS. 1) ALL PAINTS AND SOLVENTS SHALL BE STORED IN ORIGINAL MANUFACTURER'S CONTAINERS IN A COVERED LOCATION. 2) THE USE OF PAINTS AND SOLVENTS SHALL, WHENEVER POSSIBLE, BE LIMITED TO SERVICE OR STORAGE BAYS AND NOT IN PARKING OR ACCESS WAYS THAT ARE TRIBUTARY TO THE DRAINAGE SYSTEM. I. RESPONSIBLE PERSON: FIRE CHIEF OR DESIGNATED AGENT SHALL BE THE REPORTING AGENT. 2. SPILL CONTROL PRACTICES: A. MANUFACTURER'S RECOMMENDED METHODS SHALL BE CLEARLY POSTED FOR SPILL CLEANUP AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATIONS OF CLEANUP INFORMATION AND SUPPLIES. B. MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT ON-SITE IN A DESIGNATED MATERIAL STORAGE AREA. EQUIPMENT WILL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, DUST PANS , MOPS, RAGS, GLOVES, GOGGLES, ABSORBENT MATERIALS, SAND, SAWDUST AND PLASTIC & METAL TRASH CONTAINERS SPECIFICALLY KEPT AND LABELED FOR THIS PURPOSE. C. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. D. SPILLS OF TOXIC OR HAZARDOUS MATERIAL OR NATURE WILL BE REPORTED TO THE APPROPRIATE STATE, LOCAL OR FEDERAL AGENCY, AS REQUIRED BY-LAW. E. THE SPILL PREVENTION PLAN WILL INCLUDE PROVISIONS TO ADAPT THE PLAN TO ENSURE THAT SPILLS WILL NOT REOCCUR, AND HOW TO CLEANUP THE SPILL IF THERE IS ANOTHER ONE. 3. SITE OPERATIONS AND DAILY USE SHALL CONSIDER THE ULTIMATE DISPOSITION OF STORMWATER AND OTHER SITE -GENERATED FORMS OF RUNOFF. THE WASHING OF VEHICLES SHALL BE LIMITED AREAS WITHIN THE BUILDING, AS THEY ARE SERVED BY THE FLOOR DRAIN SYSTEM. WASH WATER WITH ITS COMBINATION OF SOLVENTS, DETERGENTS AND OIL/GREASES SHOULD NOT BE ALLOWED TO ENTER ANY PART OF THE ON-SITE DRAINAGE SYSTEM. 4. SNOW PLOWING - SNOW PLOWING OPERATIONS SHALL STOCKPILE SNOW, ICE AND ACCUMULATED MATERIALS IN AREAS WHERE SNOW MELT WILL FLOW INTO THE ON-SITE DRAINAGE SYSTEMS, INCLUDING DRAINAGE BASINS. 5. SALT USE SITE -WIDE SHALL BE APPLIED TO THE MINIMUM EXTENT POSSIBLE TO MAINTAIN SAFE CONDITIONS, AND ONLY IF NOT SPECIFICALLY EXCLUDED BY ANY SPECIAL CONDITIONS: AS PART OF AN ORDER OF CONDITIONS ISSUED BY THE CONSERVATION COMMISSION. MAINTENANCE: 1. PARKING AREAS, ACCESS WAYS AND GUTTERS SHALL BE SWEPT CLEAN OF DEBRIS AND ACCUMULATION ON A REGULAR BASIS. AT A MINIMUM, A SPRING AND FALL CLEANING SCHEDULE IS RECOMMENDED. 2. ALL EROSION AT OUTLETS SHALL BE REPAIRED. THE REPLACEMENT OF ANY PIPE OR DRAINAGE STRUCTURE SHALL MATCH THE ORIGINAL DESIGN SPECIFICATIONS. DETENTION BASIN MAINTENANCE THE DETENTION BASIN DEPICTED ON THE SITE PLAN IS INTENDED TO PRESERVE THE STORAGE CAPACITY OF THE STORMWATER SYSTEM THAT IS ULTIMATELY TRIBUTARY TO THE LOCAL GROUNDWATER. SIMULTANEOUSLY, THE BASIN WILL ACT TO ENTRAP SEDIMENTS AND HYDROCARBONS PRIOR TO ENTERING THE WETLANDS. IN DOING SO THE BASIN WILL ACCUMULATE THESE MATERIALS AS DEPOSITED DEBRIS, SEDIMENT LAYERS AND EXCESSIVE VEGETATIVE GROWTH WITHIN THE BASIN. THESE MATERIALS WILL BE REQUIRED TO BE REMOVED ON A REGULAR BASIS TO ENSURE THE CONTINUING FUNCTION OF THE BASIN. THE INTENT OF THE BASIN IS TO FUNCTION AS A PREVENTATIVE AND MITIGATION SYSTEM, NOT BECOME A PROTECTED RESOURCE AREA. BASED UPON THE ABOVE, THE FOLLOWING MAINTENANCE CONDITIONS SHALL APPLY AND BE PART OF ANY CONTINUANCE OF THE PROPOSED DEVELOPMENT. 1. WEEDS AND WETLANDS PLANTS SHALL BE REMOVED ON A REGULAR BASIS, BUT NOT LESS THAN ONCE PER YEAR IN THE LATE SUMMER. REMOVAL SHALL BE BY HAND, OR BY APPLICATION OF HERBICIDES IF PLANT GROWTH IS TOO PROLIFIC TO MANAGE BY HAND METHODS. 2. SIMILARLY, THE DETENTION POND EMBANKMENTS SHALL BE INSPECTED AT LEAST ONCE PER YEAR FOR TREE AND BRUSH GROWTH. IF NEEDED, REMOVAL OF THIS GROWTH SHALL BE BY HAND (I.E., CHAINSAW, BRUSHCUTTERS OR MOWERS) BUT SHALL NOT BE REMOVED BY HEAVY MACHINERY OR OTHER METHOD THAT WOULD CONTRIBUTE TO THE INSTABILITY OF THE BASIN BERMS. DURING ANY REMOVAL OR TRIMMING OPERATIONS CARE SHALL BE TAKEN TO LEAVE THE GRASS/GROUNDCOVER OF THE BERM INTACT TO PREVENT THE POSSIBILITY OF EROSION. 3. THE DETENTION BASIN SHALL BE INSPECTED FOR SEDIMENT ACCUMULATION A MINIMUM OF ONCE PER YEAR. ACCUMULATED SEDIMENTS SHALL BE REMOVED AS REQUIRED BUT AT A MINIMUM OF ONCE EVERY FIVE YEARS. HEAVY MACHINERY MAY BE USED, HOWEVER, ALL AREAS WHICH WERE STABILIZED WITH GRASS/GROUNDCOVER SHALL BE PROMPTLY RE-ESTABLISHED, IF DISTURBED. REMOVAL OF SEDIMENTS ENTRAPPED IN AREAS OF RIP -RAP AND INLET/OUTLET PIPES SHALL ALSO BE REMOVED, BY HAND IF NECESSARY. ANY RIP -RAP DISTURBED, SHALL BE RE-ESTABLISHED IN ACCORDANCE WITH THE ORIGINAL CONSTRUCTION SPECIFICATIONS. 4. ALL EROSION AT OUTLETS SHALL BE REPAIRED AND/OR THE REPLACEMENT OF ANY PIPE OR DRAINAGE STRUCTURE SHALL MATCH THE ORIGINAL DESIGN SPECIFICATIONS. EROSION & SEDIMENTATION CONTROL .PLAN GENERAL: 1. THIS PLAN IS ALSO INTENDED TO PROVIDE GUIDANCE AND INSTRUCTION TO THE OWNER AND CONTRACTOR(S) IN THE PREVENTION OF EROSION AND SEDIMENTATION ON AND OFF-SITE. 2. THIS PLAN IS PART OF A SET OF DOCUMENTS THAT ARE TO BE VIEWED AND REVIEWED IN THEIR ENTIRETY, SUCH DOCUMENTS INCLUDE THE CONSTRUCTION SPECIFICATIONS, CONSTRUCTION PLANS AND ANY PERMITS ISSUED BY THE TOWN OF YARMOUTH, AGENTS OF THE TOWN OF YARMOUTH OR OTHER REGULATORY AGENCIES. 3. THE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION'S ISSUED STANDARDS ARE HEREBY MADE PART OF THIS PLAN SET AND SHALL BE READ FOR ADDITIONAL CRITERIA. EROSION CONTROL MEASURES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EROSION AND SEDIMENTATION ARE CONTROLLED. THIS PLAN SHALL BE SHALL BE ADAPTED TO FIT THE CONTRACTOR'S EQUIPMENT, WEATHER CONDITIONS, AND ANY SPECIAL CONDITIONS ISSUED BY ANY OTHER REGULATORY AGENCY OF THE TOWN OF YARMOUTH 2. THE MOST IMPORTANT ASPECTS OF CONTROLLING EROSION AND SEDIMENTATION ARE LIMITING THE EXTENT OF DISTURBANCE AND STABILIZING SURFACES AS SOON AS POSSIBLE. OF SECONDARY IMPORTANCE IN EROSION CONTROL IS THE LIMITING THE SIZE AND LENGTH OF THE TRIBUTARY DRAINAGE AREA WITHIN THE WORK SITE AND DRAINAGE STRUCTURES. THESE FUNDAMENTAL PRINCIPLES SHALL BE THE KEY FACTOR IN THE CONTRACTOR'S CONTROL OF EROSION ON THE SITE. 3. THE EXISTING SOIL CONDITIONS PROVIDE THE POTENTIAL OF RUNOFF TO OFF-SITE AREAS WITH EROSION POTENTIAL. 4. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY DIVERSION SWALES AND SETTLING BASINS IN AREAS OF FUTURE CONSTRUCTION. CONSTRUCTION IS PERMITTED BEYOND THE LIMIT OF DISTURBANCE ONLY WHEN ADDITIONAL DRAINAGE MEASURES OR STABILIZATION MEASURES ARE NEEDED, AND SHALL BE SUBJECT TO APPROVAL BY THE YARMOUTH ENGINEERING DEPARTMENT, PRIOR TO WORK OUTSIDE OF DESIGNATED LIMIT OF DISTURBANCE UNE. THE LIMIT OF DISTURBANCE LINE SHALL BE THE EROSION CONTROL BARRIER. 5. ALL DISTURBED SURFACES SHALL BE STABILIZED A MINIMUM OF 14 DAYS AFTER CONSTRUCTION IN ANY PORTION OF THE SITE HAS CEASED OR IS TEMPORARILY HALTED UNLESS ADDITIONAL CONSTRUCTION IS INTENDED TO BE INITIATED WITHIN 21 DAYS. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF ALL EROSION CONTROL DEVICES ON-SITE. ALL EROSION CONTROL DEVICES SHALL BE REGULARLY INSPECTED. ANY SEDIMENTS REMOVED FROM THE CONTROL DEVICES SHALL BE DISPOSED OF OUTSIDE OF 100' FROM THE WETLANDS BUFFER ZONE. 7. AT NO TIME SHALL SILT -LADEN WATER BE ALLOWED TO ENTER SENSITIVE AREAS (WETLANDS, OFF-SITE AREAS AND DRAINAGE SYSTEMS). ANY RUNOFF FROM DISTURBED SURFACES SHALL BE DIRECTED THROUGH SETTLING BASINS AND EROSION CONTROL BARRIERS PRIOR TO ENTERING ANY SENSITIVE AREAS. GENERAL CONSTRUCTION REQUIREMENTS: 1. ANY REFUELING OF CONSTRUCTION VEHICLES AND EQUIPMENT SHALL TAKE PLACE OUTSIDE OF THE 100 FOOT BUFFER ZONE TO THE ENTRANCE TO THE DRAINAGE SYSTEM AND SHALL NOT BE CONDUCTED IN PROXIMITY TO SEDIMENTATION BASINS OR DIVERSION SWALES. 2. NO ON-SITE DISPOSAL OF SOLID WASTE, INCLUDING BUILDING MATERIALS IS ALLOWED. THE BURIAL OF STUMPS, CONSTRUCTION DEBRIS OR OTHER MATERIALS SHALL NOT BE ALLOWED ANYWHERE ON-SITE. 3. NO MATERIALS SHALL BE DISPOSED OF INTO THE WETLANDS OR EXISTING OR PROPOSED DRAINAGE SYSTEMS. ALL CONTRACTORS INCLUDING: CONCRETE SUPPLIERS, PAINTERS AND PLASTERERS, SHALL BE INFORMED THAT THE CLEANING OF EQUIPMENT IS PROHIBITED IN AREAS WHERE THE WASH -WATER WILL DRAIN DIRECTLY TO THE SITE DRAINAGE SYSTEMS. 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL WHICH SHALL INCLUDE STREET SWEEPING OF ALL PAVED SURFACES WITHIN THE SITE AND OFF-SITE AREAS FOR TOWN OF YARMOUTH IMPACTED BY SITE CONSTRUCTION ON A REGULAR BASIS, AS NEEDED. PRE -CONSTRUCTION: 1. AN EROSION CONTROL BARRIER (SEE BELOW) SHALL BE INSTALLED AS DEPICTED ON THE SITE PLAN, BETWEEN THE AREAS TO BE DISTURBED AND OFFSITE AREAS. THIS BARRIER SHALL REMAIN IN PLACE UNTIL ALL TRIBUTARY SURFACES HAVE BEEN FULLY STABILIZED. THE EROSION CONTROL BARRIERS AS SHOWN ON THE SITE PLAN ARE THE MINIMUM REQUIRED TO PROTECT THE ON & OFF SITE DRAINAGE SYSTEMS. 2. PHOTOGRAPHS AND/OR VIDEO IMAGES OF THE PRE -CONSTRUCTION CONDITION OF THE SITE AND SURROUNDING AREAS, ESPECIALLY THE ADJACENT STREETS SHALL BE TAKEN, DEVELOPED AND DATED. A COPY OF THESE MATERIALS SHALL BE SUBMITTED TO THE ARCHITECT, AND OWNER FOR THEIR FILES. THESE PICTURES AND IMAGES SHALL REFERENCE EXISTING SITE CONDITIONS AND PERMANENT REFERENCE MARKS TO ENABLE RECOGNITION OF THE AREA BEING PHOTOGRAPHED, AND SHALL REPRESENT A COMPREHENSIVE VIEW OF THE SITE PRIOR TO DEVELOPMENT. 3. THE CONTRACTOR SHALL ESTABLISH A STAGING AREA ON A PORTION OF THE AREA TO BE DISTURBED FOR THE OVERNIGHT STORAGE OF EQUIPMENT AND STOCKPILING OF MATERIALS. 4. IN THE STAGING AREA, THE CONTRACTOR SHALL HAVE A STOCKPILE OF MATERIALS REQUIRED TO CONTROL EROSION ON-SITE TO BE USED TO SUPPLEMENT OR REPAIR EROSION CONTROL DEVICES. THESE MATERIALS SHALL INCLUDE, BUT ARE NOT LIMITED TO: HAYBALES, SILT FENCE AND CRUSHED STONE. 5. A TEMPORARY STONE CONSTRUCTION ENTRANCE IS REQUIRED TO PREVENT TRACKING OF SILT, MUD, ETC. ONTO EXISTING ROADS. THE STONE SHALL BE REPLACED REGULARLY AS WELL AS WHEN THE STONE IS SILT LADEN OR EQUIPMENT IS OBSERVED TO BE TRACKING SOIL ONTO THE ROADWAYS. 6. THE CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL ON SITE AND SHALL UTILIZE EROSION CONTROL MEASURES WHERE NEEDED, REGARDLESS OF WHETHER THE MEASURES ARE SPECIFIED HEREIN, ON THE PLAN OR IN ANY ORDER OF CONDITIONS. PRELIMINARY SITE WORK: 1. MATERIAL REMOVED SHOULD BE STOCKPILED, SEPARATING THE TOPSOIL FOR FUTURE USE ON THE SITE. EROSION CONTROLS SHALL BE UTILIZED, ALONG THE DOWNSLOPE SIDE OF THE PILES IF THE PILES ARE TO REMAIN MORE THAN THREE WEEKS. 2. STOCKPILES SHALL BE LOCATED AS SPECIFIED HEREIN AND AS REQUIRED. SHOULD ADDITIONAL AREAS BE NEEDED THEY SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE, IN' AREAS OF MINIMAL IMPACT. IF A STOCKPILE IS LOCATED ON A SLOPE, THE RUNOFF SHALL BE DIRECTED AWAY FROM THE PILE. 4 3. IF INTENSE RAINFALL IS ANTICIPATED, THE INSTALLATION OF SUPPLEMENTAL HAYBALE DIKES, SILT FENCES, OR ARMORED DIKES SHALL BE UTILIZED. 4. IF THE SITE CONSTRUCTION OCCURS AT ANY TIME OTHER THAN THE MAY - NOVEMBER CONSTRUCTION SEASON, THE SITE DRAINAGE SYSTEM SHALL BE INSTALLED, MAINTAINING HYDRAULIC CAPACITY, PRIOR TO ANY ROUGH GRADING IN THE BUFFER ZONE. DRAINAGE SYSTEM: 1. THE DRAINAGE SYSTEM SHALL BE INSTALLED FROM THE DOWNSTREAM END UP. 2. RIP RAP SHALL BE INSTALLED AT THE PIPE INLETS AND OUTLETS IMMEDIATELY UPON THE PLACEMENT OF THE PIPE. A SILT FENCE SHALL BE INSTALLED AT THE OUTFALL OF ALL TEMPORARY BASINS AND SWALES. IT SHALL REMAIN IN PLACE UNTIL ALL TRIBUTARY AREAS ARE STABILIZED. 3. WATER SHALL NOT BE ALLOWED TO ENTER PIPES FROM UN -STABILIZED SURFACES. 4. TRENCH EXCAVATIONS SHALL BE LIMITED TO THE MINIMUM LENGTH REQUIRED FOR DAILY PIPE INSTALLATION. ALL TRENCHES SHALL BE BACKFILLED AS SOON AS POSSIBLE. THE ENDS OF PIPES SHALL BE CLOSED NIGHTLY WITH PLYWOOD. 5. IF UNSTABLE AREAS ARE ENCOUNTERED DUE TO NATURAL SPRINGS OR GROUNDWATER BREAKOUT, INTERCEPTOR DRAINS SHALL BE INSTALLED TO DIRECT THE RUNOFF INTO THE DRAINAGE SYSTEM. 6. IT IS IMPORTANT THAT THE BINDER COURSE, WITH BERMS, BE INSTALLED ON THE LIMITS OF THE PARKING LOT AND ACCESS ROADS AS SOON AS FEASIBLE AS THESE AREAS WILL FUNCTION AS A CONDUIT FOR RUNOFF. WATER SUPPLY AND UTILITIES: 1. CARE SHALL BE TAKEN TO ASSURE THAT THE UTILITY TRENCHES DO NOT CHANNELIZE RUNOFF TOWARDS EXISTING STREETS OR OTHER OFF-SITE AREAS. 2. THE INSTALLATION OF THE WATER LINES, TEE AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE YARMOUTH WATER DEPARTMENT SPECIFICATIONS. 3. TRENCH EXCAVATIONS SHALL BE LIMITED TO THE MINIMUM LENGTH REQUIRED FOR DAILY UTILITY INSTALLATION. ALL TRENCHES SHALL BE BACKFILLED AS SOON AS POSSIBLE. LANDSCAPING: 1. LANDSCAPING SHALL OCCUR AS SOON AS POSSIBLE TO PROVIDE PERMANENT STABILIZATION OF DISTURBED SURFACES. 2. CONTRACTOR SHALL UTILIZE A VARIETY OF SLOPE STABILIZATION METHODS AND MATERIALS WHICH SHALL BE ADJUSTED TO THE SITE CONDITIONS. EROSION CONTROL BLANKETS OR MIRAFI MIRAMAT (OR SIMILAR PRODUCTS) SHALL BE AVAILABLE ON SITE. 3. IF THE SEASON OR ADVERSE WEATHER CONDITIONS DO NOT ALLOW THE ESTABLISHMENT OF VEGETATION, TEMPORARY MULCHING WITH HAY, TACKIFIED WOOD CHIPS OR OTHER METHODS SHALL BE PROVIDED. 4. A MINIMUM OF 6" TOPSOIL SHALL BE PLACED AND ITS SURFACE SMOOTHED TO THE SPECIFIED GRADES. 5. SEED APPLICATIONS SHALL BE IN ACCORDANCE WITH THE GRASS AND SLOPE COVER SPECIFICATIONS (SEE SHEET C-5). 6. TO ENSURE A DENSE, SUCCESSION GROWTH, SEED MIXTURE TYPE "C" IS REQUIRED ON ALL DISTURBED SURFACES, EXCEPT WHERE LAWN AREA IS PROPOSED, WHERE SEED MIXTURE TYPE "A" IS REQUIRED (SEE SHEET C-5). OADWAY WIDTH " MIN. NOTES: 1. REPLACE STONE & ACCUMULATED DEBRIS, MUD & ENTRAPPED MATERIALS AS IS NECESSARY TO PREVENT TRACKING ON PUBLIC ROADWAYS. REPLACE MONTHLY AS A MINIMUM REQUIREMENT. 2. DISPOSE OF STONE & ENTRAPPED MATERIALS IN A NON SENSITIVE AREA ON-SITE. 3. DO NOT REUSE STONE FOR SAME PURPOSE. 4. ALL TRAFFIC ENTERING / EXISTING SITE TO CROSS TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY CONSTRUCTION ENTRANCE 1112" SQ. WOOD POST DISTURBED SURFACE 10' TO 4' ON CENTER* NOT TO SCALE WRAP ATTACHMENT CORD AROUND MIRAFI POST TWICE 100 FABRIC OR EQUAL 5' - '10 AREA BURY FABRIC 6" INTO EXISTING GROUND_'1 OR PLACE 4" OF 1/2" - 3/4" STONE 2'-3'** OVER FABRIC AT BASE OF FENCE 4 * STEEL POST MAY BE SUBSTITUTED. DISTANCE BETWEEN POSTS TO VARY AS REQUIRED BY TRIBUTARY AREA: 10' FOR 100 SF/LF FENCE 6' FOR 500 SF/LF FENCE ** DEPTH TO VARY WITH TRIBUTARY AREA: 2' FOR 100 SF ETC. IF POST IS TO BE SET IN PEAT OR UNSTABLE SOILS, THEN 3' OR DEPTH NECESSARY TO PROVIDE A STABLE POST FOR LOADED FENCE CONDITIONS SILT FENCE DETAIL NOT TO SCALE DISTURBED SURFACE STAKED CONTINUOUS LINE OF HAYBALES_ CLEAN ACCUMULATED SILT AND DEBRIS REGULARLY NOTE : LINES OF HAYBALES .TO BE PERPENDICULAR TO RUNOFF CONTINUOUS FLOW DIRECTION SILT FENCE SIL TA TION BARRIER_ NOT TO SCALE BALED HAY OR STRAW MIN. SIZE SHALL BE AREA 36"x18"x24" STAKES _ � r PLAN 2 x2"x-3R" STAKF BALED OR ST STAKE DEPTH 1' MIN, SECTION HA YBALE BARRIER NOT TO SCALE LONG AXIS OF STOCKPILE -^^-� MULCH LOWER POR77ON Tr) RF PARAI I FI TA SI nPF l ON UPHII 1 SIDF AKGH-JI-IAI'tU (:KtNtLA 1tU J I UI.R f ILC IV OC LUUM I CU IN HAYBALE DIKE TO EXTEND AN AREA WHICH PROVIDES MAXIMUM ONE BALE BEYOND "SHADOW" PROTECTION AGAINST EROSION OF PILE TOWARD SENSITIVE AREAS. TEMPORARY STOCKPILE NOT TO SCALE NOTE: PURPOSE IS TO REMOVE MUD FROM TIRES OF CONSTRUCTION VEHICLES I I 5V:E EXISTING ROAD--, i /A" - 1 1 /7" -a mov. UCF In n wW__ TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE ISSUED FORBID 6/16/06 a ru" ff I roen 0 85 main street hopkinton, massachusetts McLAUGHLIN, CIVIL.' "c ' 1 v N .40s17 4®r tAGt4 G 6 . .... ..•• PLACES Site Consultants Inc. PLANNING, LANDSCAPE ARCHITECTURE, CIVIL ENGINEERING, SURVEYING 694 MAIN STREET, SUITE 3 HOLDEN, MA 01520-1862 508.829.0333 Fax 508.829.0904 EMAIL places®verizon.net O A4 DENIS J. . McLAUGHLIN, III �3 CIVIL . NO. 40&17 `S�tiR D AR(;y�lc 00 - C9 � cT No. 5022 BOSTO . 2 MA a. HOF YARMOUTH FIRE STATION *3 YARMOUM MASUCtlllNUM EROSION & SEDIMENTATION CONTROL scale AS SHOWN date JUNE 16, 2006 drawn by JML/WEM job no 05-294 sheet Ile NO POR TION OF A CCESSIBL E SPA CE OR DING ZONE SHALL 1, UIVL OA ; HA VE A SL OPE GREA TER ' ' 2�; �` --WA TER OUALI THAN 2% IN ANY %' ' ff S TON E DIKE DIREC TION ` OUTLET / VC / 6,pOUT;19.54 / V ` y l / ` \ / N % f / loll OF / XIle / Ole I � 1 -_/If I I 1 ' r C � NCRETE PAD I --- 1 �\ N ✓''' N Q o N :k._r-�' I EJEV. = 22.50 f I oma\ ° \\f J=Jq{ i % I "-- D ` -_-�-, D _ i L J _ - --- --- ---- 1 r 01 1 D r / i 9 a o of l ,-I I °CS y _ E I ° o TA`TION lBUILDING__ _ , 2.66 ` I /r, Z 3.00 _ SLAB, E- ! -TION SEE SHEET C3 C— �' w l FOR SEWAGE l�,ti ___ _ j i : • DISPOSAL SYSTEM + 1 lQ ' • SPECIFICS 4-4 41 /� %_/••i--7--RD---,RD" J L- D---��D - j C5 n FA FA F FAO ?A F ' _ �E • '• • • • • • l ?sem `� � \ � � .f 0 1. w / r O 3/-, / 3 / \1/ •. `'� A. - h ? r j / a3 r, R WICK BROAD CRESTED WEIR ELEV= 16.25 WA TER QUALITY S TONE DIKE N U:=.20. 2� p0 !NV � r OUTLET pV0 0U NV OUT 1775 Y 1 wv 61 IJ / f 2000"W 23i. 70 -- l W W W / ( \ — DRP POLE _ \ f \ - - - - - - - - - - - - - - DO— —�� `rte- ` ------ --+--- SIDEWALK --------w- ----- _—� �_� ---- ------------- —— --------�=--/i W/1 _------ --- ----------- -------------- _ -- ` EDGE OF AVEMENT 286. 7' N t ��------------------------- , EDGE OF PAVEMENT CID-) — r /r---------�-------------- - f J I F , SLAND r ill ISSUED FORBID 6/16/06 85 main street hopkinton, massachusetts McLAUGHLIN,111 0 CIVIL Cnnx ' No. ao617 - r „�7 AZI f 3 7a CES 40� p1 ,Site Consultants, Inc. .ANNING, LANDSCAPE ARCHITECTURE, CIVIL ENGINEERING, SURVEYING 694 MAIN STREET, SUITE 3 HOLDEN, MA 01520-1862 508.829.0333 Fax 508.829.0904 EMAIL places@verizon.net OF MAs DE MCLAUGHLIN,1++ CIVIL 140.40617 YARMOUTH FIRE STATION *3 YAFOlO M MA88ACKMM SEWAGE DISPOSAL SYSTEM PLAN scale 1" = 20' date JUNE 16, 2006 drawn by JML/DJM job no 05-294 sheet C----- 1�5 �— C_----.------�- �- z w / r O 3/-, / 3 / \1/ •. `'� A. - h ? r j / a3 r, R WICK BROAD CRESTED WEIR ELEV= 16.25 WA TER QUALITY S TONE DIKE N U:=.20. 2� p0 !NV � r OUTLET pV0 0U NV OUT 1775 Y 1 wv 61 IJ / f 2000"W 23i. 70 -- l W W W / ( \ — DRP POLE _ \ f \ - - - - - - - - - - - - - - DO— —�� `rte- ` ------ --+--- SIDEWALK --------w- ----- _—� �_� ---- ------------- —— --------�=--/i W/1 _------ --- ----------- -------------- _ -- ` EDGE OF AVEMENT 286. 7' N t ��------------------------- , EDGE OF PAVEMENT CID-) — r /r---------�-------------- - f J I F , SLAND r ill ISSUED FORBID 6/16/06 85 main street hopkinton, massachusetts McLAUGHLIN,111 0 CIVIL Cnnx ' No. ao617 - r „�7 AZI f 3 7a CES 40� p1 ,Site Consultants, Inc. .ANNING, LANDSCAPE ARCHITECTURE, CIVIL ENGINEERING, SURVEYING 694 MAIN STREET, SUITE 3 HOLDEN, MA 01520-1862 508.829.0333 Fax 508.829.0904 EMAIL places@verizon.net OF MAs DE MCLAUGHLIN,1++ CIVIL 140.40617 YARMOUTH FIRE STATION *3 YAFOlO M MA88ACKMM SEWAGE DISPOSAL SYSTEM PLAN scale 1" = 20' date JUNE 16, 2006 drawn by JML/DJM job no 05-294 sheet TOP OF FOUNDATION /. FOUNDATION 0-40" LVE j� PER PLUMBING CODE -- 42-72" C BUILDING SEWER I OYR 5/6 I OYR 5/8 - 72-132" 4" MIN. nr SOLID 5CH40 PVC I/4' PER FT MIN I OYR 6/6 I OYR 4/4 - INVERT AT Estimated Seasonal High Groundwater: > 132" Elevation: <8.57 FOUNDATION LOCAL BOARD OF HEALTH, THE PERIMETER OF THE SOIL ABSORPTION CONS77?UCT7ON SYSTEM SHALL BE STAKED AND FLAGGED, TO PREVENT 774E USE OF THE AREA FROM ANY AND ALL ACTIVITIES WHICH MIGHT DAMAGE THE INVERT OUT SEP77C TANK 1 19.85 THE PROPERTY LINES AND TOPOGRAPHIC INFORMA77ON SHOWN ON THIS SOIL ABSORP77ON SYSTEM. THE STOCKPILING OF MATERIALS OR PLAN ARE A RESULT OF AN ON THE GROUND TOPOGRAPHIC SURVEY EQUIPMENT WITHIN 774E AREA IS PROHIB17ED TDP OF SEP77C TANK f 20,0# PERFORMED BY __ THIS PLAN SHOWS ONLY THOSE FEATURES THAT WERE VISUALLY APPARENT ON THE DATE ALL LOAM, SUBSOIL, LARGE BOULDERS AND FOREIGN MATERIAL INVERT /N SEPTIC TANK 2 19.75 OF TOPOGRAPHY. THE ABSENCE OF SUBSURFACE STRUCTURES, ENCOUNTERED DURING EXCA VA TION SHALL BE REMOVED TOP SEPTIC TANK INVERT IN SEPTIC TANK INVERT OUT SEPTIC TANK 2"MIN-3"MAX 10"MIN = OUTLET INLET TEE 1-- TEE - 4000 GALLONS MINIMUM CAPACITY 0 GAS BAFFLE J TANK -1 SEPTIC TANK BOTTOM 15 LEVEL 6" CRUSHED STONE Y BED SET ON A SUITABLE SOIL BASE - 2411 /-- FINISHED GRADE 8'CtoC TRENCHES REQUIRED G 24" 3 x Width = 6.01 TOP STONE 2 PERF. PIPE INVERT EFFECTIVE TRENCH DEPTH 2411 BOTTOM STONE 8'CtoC CL TRENCH (� TRENCH CROSS SECTION NOT TO SCALE SOIL PROFILE and PERCOLATION TEST DA TA MTNE55ED BY: BRUCE MURPHY, R.S., HEALTH AGENT PERFORMED BY: DENI5 J. McLAUGHLIN III, P.E. Testhole # 506- I DATE: 5/02/06, 11:30 A.M. Surface Elev.: 19.57 Depth from 5011 5011 texture Soil Color 5011 Other Surface Horizon (USDA) (Munsel) Mott11 tom) � 0-42" 0-40" TRASH TRASH I OYR 5/8 -- 42-72" C CLEAN SAND FILL I OYR 5/6 I OYR 5/8 - 72-132" C LOAMY SAND I OYR 6/6 I OYR 4/4 - Groundwater Observed: NONE Estimated Seasonal High Groundwater: > 132" Elevation: <8.57 Testhole # 506-2 DATE: 5102!06, 11:45 A.M. Surface Elev.: 15.00 Depth from Sod Sod texture 5011 Color 5011 Other Surface Horizon (USDA) (Munsel) MOttlm 0-55" 0-40" TRASH TRASH I OYR 5/8 - 72-132' C LOAMY SAND I OYR 6/6 I OYR 5/8 - Groundwater Observed: WATER AT 84" Estimated Seasonal High Groundwater: 84' Elevation: 8.00 Testhole # 506-3 DATE: 5/02/06, 12:45 P.M. Surface Elev.: 17.93 Depth from Sal 5011 texture Sod Color Soil Other Surface ul Horizon (USDA) (Munsel) Mottling 0-42" 0-40" TRASH TRASH I OYR 5/8 - 42-72" C CLEAN SAND FILL I OYR 5/6 I OYR 5/8 - 72-132' C LOAMY SAND I OYR 6/6 I OYR 4/4 - Groundwater Observed: SEEP AT I I In Estimated Seasonal High Groundwater: 1 118 Elevation: 8.68 TOP SEPTIC TANK L_ INVERT IN SEPTIC TANK INVERT OUT 4"MIN. SOLID SCH40 PVC SEPTIC TANK 1/8"PER 2"MIN-3"MAX - FT MIN Lil0"MIN = OUTLET INLET TETE TEE - 4000 GALLONS MINIMUM CAPACITY GAS BAFFLE J TANK -2 SEPTIC TANK BOTTOM IS LEVEL , Y SYSTEM DIAGRAM 6' EDUSET DONTA NOT TO SCALE SUITABLE SOIL BASE - 15' FINISHED GRADE ( TRENCH Testhole # 506-4 DATE: 5/02/06, 12:00 P.M. Surface Elev.: 21.60 BREAKOUT GRADE SAME AS TOP OF STONE Depth from 5011 Sod texture 5011 Color Sod Other Surface Horizon (USDA) (Munsel) Mottling ng O-6' 0-40" DISTURBED SOIL TRASH I OYR 5/8 - 6-120" C MEDIUM SAND 2.5Y 6/4 I OYR 5/8 - Groundwater Observed: NONE Estimated Seasonal High Groundwater: > 120" Elevation: <I I.Go Testhole # 506-6 DATE: 5/02/06. 1:45 P.M. Surface Elev.: 17.60 Depth from Sod Sod texture Soil Color Sod Other Surface Horizon (USDA) (Munsel) Mottling ti:ichea) ) 9 0-30' 0-40" TRASH TRASH I OYR 5/8 - 30-60" C CLEAN SAND FILL 2.5Y 6/4 I OYR 5/8 - 60-108" C LOAMY SAND 2.5Y 6/4 I OYR 4/4 - Groundwater Observed: SEEP AT 96' Estimated Seasonal High Groundwater: 96" Elevation: 9.60 Testhole # 506-7 DATE. 5/02/06, 2:30 P.M. Surface Bev.: 21.92 Depth from Soil Soil texture Sod Color Sod Other Surface horizon (USDA) (Munsel) Mottlm t��l 9 0-6' 0-40" DISTURBED SOIL TRASH I OYR 5/8 - 6- 126" C MEDIUM SAND 2.5Y 6/4 I OYR 5/8 - Groundwater Observed: NONE Estimated Seasonal High Groundwater: > 120 Elevation: <1 1.42 PERCOLA TION TESTING PERCOLA TION TESTING WITNESSED BY: BRUCE MURPHY, R.S., HEALTH AGENT MTNE55ED BY: BRUCE MURPHY, R.5., HEALTH AGENT PERFORMED BY: DENI5 J. McLAUGHLIN IU, P.E. PERFORMED BY: DENI5 J. McLAUGHLIN Ill, P.E. DATE: 5/02/06, 1 1:30 A.M. DATE: 5/25/06, 12:30 P.M. PERC: 506-4 P -A RATE: <2 MPI PERC: 506-8 P -C RATE: <2 MPI DEPTH: 42" 24 GALLON5 APPLIED DEPTH: 60" 24 GALLONS APPLIED PERC: 506-7 P -B RATE: <2 MPI PERC: 506-10 P -D RATE: <2 MPI DEPTH: 42" 24 GALLON5 APPLIED DEPTH: 60" 24 GALLONS APPLIED PERC: 506- I I P -E RATE: <2 MPI DEPTH: 56" 24 GALLON5 APPLIED INVERT IN D -BOX --\ 4"MIN. SOLID SCH40 PVC 1/8"PER FT MIN D -BOX 6"M I N INVERT OUT D -BOX 6" CRUSHED STONE BED SET ON A SUITABLE SOIL BASE SEAL COVER 2"MIN 4"SOLID SCH40 PVC SOIL PROFILE and PERCOLA TION TEST DA TA WTTNES5ED BY: BRUCE MURPHY, R.S., HEALTH AGENT PERFORMED BY: DENI5 J. McLAUGHLIN III, P.E. Testhole # 506-8 DATE: 5/25/06, 1:30 P.M. Surface Elev.: 20.0 Depth from 5011 Soil texture Sod Color 5011 Surfacet7 Horizon (USDA) (Munsel) Mottlmg Other 0-40" Bw TRASH I OYR 5/8 THE SOIL ABSORPTION SYSTEM 1S DESIGNED TO ACCOMMODATE -- 40-07 Bw LOAMY SAND I OYR 5/8 COMPRISED OF WATER CARRIED PUTRESIBLE WASTES ONLY - 60-138' C MEDIUM SAND I OYR 4/4 EXCAVA7701V -- Groundwater Observed: NONE Estimated Seasonal High Groundwater: > 138" 4evatlon: < 8.5 Testhole # 506-9 DATE: 5/25/06, 1 1:45 A.M. Surface Elev.: 21.0 Depth from 5011 5011 texture Sod Color Sod Surface Horizon (USDA) (Munsel) Motttmg Other 0-66" Bw TRA5H I OYR 5/8 THE SOIL ABSORPTION SYSTEM 1S DESIGNED TO ACCOMMODATE -- 66- I OS" Bw LOAMY SAND I OYR 5/8 COMPRISED OF WATER CARRIED PUTRESIBLE WASTES ONLY -- 108-132" C MEDIUM SAND I OYR 4/4 EXCAVA7701V -- Groundwater Observed: NONE Estimated Seasonal High Groundwater: > 132" Elevation: < 10.0 Testhole # 506-1 O DATE: 5/25106, 12:15 P.M. Surface Bev.: 22.00 Depth from 5011 Sod texture Sod Color Sod Surface Honzon (USDA) t,,7 (Munsel) Mottling Other 0-24" Bw TOPSOIL # TRAS I OYR 5/8 THE SOIL ABSORPTION SYSTEM 1S DESIGNED TO ACCOMMODATE - 24-48' Bw CLEAN SAND FILL I OYR 5/8 COMPRISED OF WATER CARRIED PUTRESIBLE WASTES ONLY -- 48-138' C LOAMY SAND I CYR 4/4 EXCAVA7701V - Groundwater Observed: NONE Estimated Seasonal High Groundwater: > 138" Elevation: Testhole # 506-I I DATE: 5/25/06, 12:45 P.M. Surface Elev.: 22.25 Depth from 5011 Soil texture Sod Color 5011 Surface Horizon (USDA) (Munsel) Motthng Other 0-51' Bw CLEAN SAND FILL I OYR 5/8 THE SOIL ABSORPTION SYSTEM 1S DESIGNED TO ACCOMMODATE CONSTRUCTION VEHICLES SHALL BE KEPT OFF THE AREA TO BE USED 51-137' C LOAMY SAND I OYR 4/4 COMPRISED OF WATER CARRIED PUTRESIBLE WASTES ONLY CONSTRUCTION Groundwater Observed: NONE Estimated Seasonal High Groundwater: > 137' Elevation: < 10.83 HIGH INVERT LOW INVERT PEASTONE 4' PERF. 5CH40 PVC 5-0.005 BASE GGREG E TRENCH BOTTOM IS LEVEL k NT PIPE SCREEN OPENNING NECT PIPE ENDS TO VENT HEADER the Is rR oup- 85 main street hopkinton, massachusetts OF Mgss9c qac. ENI AU McLAUGHLIN, ll4 CIVIL O O T ,. X16 PLACE JS k SiteConsultants, Inc. PLANNING, LANDSCAPE ARCHITECTURE, CIVIL ENGINEERING, SURVEYING 694 MAIN STREET, SUITE 3 HOLDEN, MA 01520-1862 508.829.0333 Fax 508.829.0904 EMAIL cplaces Overizon. net OF MgS��C � > `r61 6A 0 DENISJ. i McLAUGHLIN, III R', CIVIL vi 1U - 0 No.40617 O <c� EDD yI'F' ORY J. a ON . 5022 r �sroN. MA YARMOUTH FIRE STATION #3 YAMNOM MASSACHUSIEM SEWAGE DISPOSAL SYSTEM DETAILS scale AS SHOWN date JUNE16. 2006 drawn by JML/DJM job no 05-294 sheet ELEVA TION SCHEDULE GENERAL NOTES. • CONSTRUCTION NOTES: THE SOIL ABSORPTION SYSTEM 1S DESIGNED TO ACCOMMODATE CONSTRUCTION VEHICLES SHALL BE KEPT OFF THE AREA TO BE USED TOP OF SLAB ELEVA770M 23.00 SANITARY SEWAGE DERIVED FROM DOMESTIC USAGE THAT IS AS THE SOIL ABSORPTION AREA PRIOR TO, DURING AND AFTER COMPRISED OF WATER CARRIED PUTRESIBLE WASTES ONLY CONSTRUCTION INVERT AT FOUNDATION 20.40 THE CONTRACTOR SHALL NOTIFY DIG -SAFE" PRIOR TO ANY ON SITE FROM THE DATE OF INSTALLATION OF THE SOIL ABSORP77ON SYSTEM, EXCAVA7701V UN77L THE RECEIPT OF A CER77FICA7E OF COMPLIANCE FROM THE INVERT IN SEP77C TANK 1 20.10 THE OWNER SHALL VERIFY ZONING REGULATIONS PRIOR TO LOCAL BOARD OF HEALTH, THE PERIMETER OF THE SOIL ABSORPTION CONS77?UCT7ON SYSTEM SHALL BE STAKED AND FLAGGED, TO PREVENT 774E USE OF THE AREA FROM ANY AND ALL ACTIVITIES WHICH MIGHT DAMAGE THE INVERT OUT SEP77C TANK 1 19.85 THE PROPERTY LINES AND TOPOGRAPHIC INFORMA77ON SHOWN ON THIS SOIL ABSORP77ON SYSTEM. THE STOCKPILING OF MATERIALS OR PLAN ARE A RESULT OF AN ON THE GROUND TOPOGRAPHIC SURVEY EQUIPMENT WITHIN 774E AREA IS PROHIB17ED TDP OF SEP77C TANK f 20,0# PERFORMED BY __ THIS PLAN SHOWS ONLY THOSE FEATURES THAT WERE VISUALLY APPARENT ON THE DATE ALL LOAM, SUBSOIL, LARGE BOULDERS AND FOREIGN MATERIAL INVERT /N SEPTIC TANK 2 19.75 OF TOPOGRAPHY. THE ABSENCE OF SUBSURFACE STRUCTURES, ENCOUNTERED DURING EXCA VA TION SHALL BE REMOVED U77L/77£S, ETC. IS NOT INTENDED NOR IS IT IMPLIED THE SOIL ABSORP71ON AREA (LEACHING AREA) BOTTOM SHALL BE INVERT OUT SEPTIC TANK 2 19.50 THE LOCA77ON OF ANY INDICATED SUBSURFACE U71LI71ES ARE EXCAVATED TO A LEVEL RELA77VEL Y DRY SCAR/FLED SURFACE ATA APPROXIMATE ONLY. THE CONTRACTOR SHALL OBTAIN ADEQUATE GRADE EQUAL TO THAT INDICA7ED FOR THE 807TOM OF STONE TOP OF SEPTIC TANK 2 1 9.6± LOCATION INFORMA7701V FROM THE APPLICABLE UTILITY COMPANY - IF THE REMOVAL OF STONES OR BOULDERS RESULTS IN LOCAL PRIOR TO ANY CONSTRUCTION, A TEMPORARY BENCHMARK SHALL BE DEPRESSIONS, FILLING TO GRADE WITH SUITABLE EXCAVATED PARENT INVERT IN D -BOX 19.17 SET WITHIN 50' TO 75' OF THE PROPOSED SOIL ABSORPTION AREA. MATERIAL IS ACCEPTABLE WETLANDS PR07EC77ON ACT HAS REQUIREMENTS WHICH MAY AFFECT IF THE REMOVAL OF UNSUITABLE MATERIAL, TOP AND OR SUBSOIL IS INVERT OUT D -BOX 19-00 THE WORK PROPOSED HEREIN. PRIOR TO ANY REMOVAL OF SOILS OR REQUIRED CREA771VG AREAS BELOW THE REQUIRED BOTTOM OF STONE VEGETA77ON WITHIN 100' OF ANY WETLAND OR W/7H/N 200' OR ANY RIVER BANK (ANY AREAS PROTECTED BY CI30 940) A REQUEST FOR ELEVATION, THE PLACEMENT OF SEPTIC SYSTEM FILL IS REQUIRED GROUNDWATER OFFSET REQUIRED 5 DES/GN 5 i DETERMINATION OF APPLICABILITY OR A N077CE OF INTENT MUST BE WHEN SEP77C SYSTEM FILL IS REQUIRED, ALL UNSUITABLE OR FILED WITH THE LOCAL CONSERVATION COMMISSION. ADD177ONAL IMPERMEABLE SOILS WITHIN 5' LATERALLY OF THE SOIL ABSORP77ON SCHEDULE OF LEACHING TRENCH GRADES LOCAL BYLAWS MAY ALSO APPLY SYSTEM SHALL BE REMOVED AND SEPTIC SYSTEM FILL PLACED THERE ARE NO EXISTING PRIVATE WELLS WITHIN 100' OF THE GRADUALLY TOP BOTTOM PROPOSED SEWAGE DISPOSAL SYSTEM, 50' OF THE PROPOSED SEPTIC FILL SHALL NOT BE PLACED DURING RAIN OR SNOW STORMS No. STONE HIGH INVERT LOW INVERT STONE TANK ALL KNOWN WELLS IM7HIN 150' OF THE PROPOSED PRIMARY AND AN OFFSET OF AT LEAST TEN FEET TO ANY EXISTING OR PROPOSED PRI -1 18.88 18.38 18.00 1 6.00 EXPANSION LEACH SOIL ABSORPTION AREAS ARE SHOWN WATER LINE SHALL BE PROVIDED FROM ALL SYSTEM COMPONENTS THERE ARE NO EXISTING SEWAGE DISPOSAL SYSTEMS WITHIN NIA 714E BUILDING SEWER LINE SHALL BE CONSTRUCTED WITH WATER 77GHT PRI -2 18.88 18.38 18.00 1 6.00 OF THE PROPOSED PRIVATE WELL TOWN WATER PROVIDED JOINTS 7HE CONTRACTOR SHALL N077FY THE DESIGN ENGINEER PROMPTLY OF THE BUILDING SEWER SHALL BE LAID WITH A 2 PERCENT MINIMUM SLOPE PRI -3 18.88 18.38 18.00 1 6.00 ANY PLAN DEFICIENCIES OR O77 -/ER UNFORESEEN COND177ONS WHICH MAY (1/4 INCH PER FOOT PITCH) IMPACT THE FUNC77ON OF THE COMPLETED SYSTEM PRIOR TO PRI -4 18.88 18.38 18.00 1 6.00 CONSTRUCTION THE BUILDING SEWER SHALL BE LAID ON A CONTINUOUS LINE AND GRADE OR A MANHOLE SHALL BE PROVIDED PRI -5 18.88 18.345 18.00 16.00 DEV7AT70NS FROM THE PLAN REQUIREMENTS OR DESIGN DURING CONSTRUC71ON AND OPERA71ON OF 7HE PROPOSED SYSTEM SHALL MANHOLES SHALL BE PROVIDED FOR ANY PIPE LENGTH IN EXCESS OF VOID ANY CER70CAPON OR REPRESENTATIONS MADE RELA77VE TO 774E 100 FEET, EXCLUSIVE OF FORCE MAINS PRJ-6 18.88 18.38 18.00 16.00 SUBSURFACE SEWAGE DISPOSAL SYSTEM THE BUILD/NG SEWER SHALL BE VENTED THROUGH THE BUILDINGS VENT STACK SEPTIC TANK NOTES. THE BACKFILL A80VE THE SOIL ABSORP77ON AREA SHALL BE A MINIMUM ECP 18.88 18.38 18.00 16.00 OF NINE INCHES EXCLUDING TOPSOIL THE INLET AND OUTLET TEES SHALL BE LOCATED ON 774E CENTER LINE OF THE TANK, DIRECTLY UNDER THE TEE ACCESS MANHOLES THE BACKFILL ABOVE THE SOIL ABSORP77ON AREA SHALL BE A MINIMUM THE TOP OF 774E INLET AND OUTLET TEES SHALL BE AT LEAST THREE OF TWELVE INCHES INCLUDING TOPSOIL INCHES BELOW THE INSIDE TOP OF TANK THE BACKFILL ABOVE THE SOIL ABSORP77ON SYSTEM SHALL BE CLEAN, FREE OF STONE GREATER 774AN TWO INCHES AND FREE OF TAILINGS, THE OUTLET TEE SHALL BE FITTED WITH A GAS BAFFLE CLAY OR SIMILAR MATER/AL THE INLET PIPE INVERT SHALL BE AT LEAST TWO INCHES BUT NOT ALL BACKFILL SHALL BE PLACED IN LIFTS AND COMPACTED TO MORE 77 -IAN THREE INCHES ABOVE THE OUTLET PIPE INVERT PREVENT SETTLING 7HE INLET TEE SHALL EXTEND TEN INCHES BELOW THE OUTLET PIPE THE FINISHED GRADE OVER THE SOIL ABSORPTION AREA SHALL BE INVERT GRADED W/7H A MINIMUM TWO PERCENT SLOPE TO REDUCE RAINFALL THE OUTLET TEE SHALL EXTEND 14 INCHES BELOW THE OUTLET PIPE INFILTRATION INTO THE SYSTEM INVERT PLUS 5 ADD17IONAL INCHES FOR EVERY FOOT OF TANK LIQUID DEPTH IN EXCESS OF FOUR FEET THE GRADING AROUND THE SOIL ABSORPTION AREA SHALL BE DONE SO AS TO DIRECT SURFACE DRAINAGE AWAY FROM 7HE SYSTEM SEP77C TANKS SHALL HAVE AT LEAST NINE INCHES OF EARTHEN COVER 774E DEPTH OF LIQUID BELOW THE INVERT OF THE OUTLET TEE SHALL ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED TO PREVENT BE FOUR FEET MINIMUM EROSION AT LEAST THREE 20 -INCH MINIMUM DIAMETER ACCESS MANHOLES SHALL DESIGN CRITERIA (COMMERCIAL SYSTEM): BE PROVIDED IN THE TANK COVER. ACCESS MANHOLES SHALL BE LOCATED ON THE CENTER LINE ABOVE EACH INLET AND OUTLET TEE MA TERIAL SPECIFICA TIONS' POLICE 57A77ON - PUBLIC SAFETY FACILITY AND AT THE TANK CENTER N FLOWS. - ALL TANKS, D -BOXES, CHAMBERS AND TRAPS SHALL BE WA7ER77GHT INLET AND OUTLET ACCESS MANHOLES SHALL BE BROUGHT TO INLET THROUGH THE MANUFACTURER'S SPECIFICA71ON OR WARRANTY THE PROPOSED USE IS UNIOUE AND IS NOT DIREC7Z Y 174E GRADE WITH CONCRETE RISER RINGS AND A LOCKABLE ACCOMODA 1F0 8Y THE PRDi//S/ONS OF TITLE 5. 310 CAST IRON FRAME AND COVER TO PREVENT UNAUTHORIZED ACCESS. ALL TANKS, CHAMBERS AND TRAPS SHALL BE EQUIPPED WITH TWENTY OUR 15.203 (2) TO (15). INCH MINIMUM DIAMETER WATE'R71GHT ACCESS MANHOLE(S) THE CENTER ACCESS MANHOLE SHALL BE BROUGHT TO WITHIN SIX INCHES OF FINISHED GRADE WTH CONCRETE RISER RINGS. ALL TANKS, D -BOXES, CHAMBERS, TRAPS, COVERS, ACCESS MANHOLE OCCUPANCY AND PIPING SHALL BE ABLE TO WITHSTAND AN H-10 LOAD. IF VEHICLE 07 E LOC NO STRUCTURES OR DINER FEATURE SHALL BE LOCATED OVER OR TRAFFIC IS AN77CIPATED, H-20 LOADING CER77FICA77ON FROM THE OFFICE SPACE (75 GAL. PER 1, 000 SF) NEAR THE TANK SO TO ALLOW REQUIRED 77074 AND NEAR MAINTENANCE COMPONENT MANUFACTURER IS REQUIRED (2 118 + 2, 400) x . 075 GPDISF = 339 GPD ALL TANKS, D -BOXES, CHAMBERS AND TRAPS SHALL BE PRECAST MEE77NG SPACE. (3 GAL. PER SEA T) SYS TEM VEN T NO TES: REINFORCED CONCRETE ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE S7RENG7H OF (30 f 50) x 3 GPD/SEAT = 240 GPD THE SYSTEM SHALL BE VENTED THROUGH THE BUILDING STACK VENT 4, 000 PS! AT 28 DAYS BUNK ROOMS. (55 GPD PER BED) WHERE POSSIBLE CEMENT SHALL BE PORTLAND TYPE 1 OR Ul PER ASTM CISO-81 7 x 55 GPD/CELL = 385 GPD WHEN ADDITIONAL SYSTEM VENTS ARE INDICATED OR REQUIRED, THEY ALL CONCRETE ADMIXTURES SHALL BE PER ASTM C233-82 LOCKER ROOM. (20 GAL. PER LOCKER) SHALL BE CONSTRUC70 WITH THE SAME PIPING SIZE AND MATERIAL, LOCATED SO AS TO PREVENT THE £N7RANCE OF ANIMALS OR ALL CONCRETE REINFORCEMENT SHALL BE WIRE FABRIC, GRADE 40/60 29 x 20 GPD/LOCKER = 580 GPD PRECIP/TA770N AND BACKFILLED TIGHTLY TD PREVENT 774E MIGRATION OF RD PER ASTM A615 WASH/NG MACH/NE. (400 GAL. PER NOW RES/DENT/AL) SURFACE WATER INTO THE SOIL ABSORPTION SYSTEM THE SEPTIC TANK SHALL BE EMBOSSED WITH A SEAL STA77NG COMPLIANCE WITH ASTM C1227093 1 x 400 GPD/WASHING MACHINE = 400 GPD SYSTEM OPERATION & MAINTENANCE.' THE MINIMUM REINFORCED CONCRETE WALL THICKNESS IS THREE INCHES PROPER OPERA77ON AND MAINTENANCE IS ESSEN77AL TO THE LONG EXCEPT FOR D -BOXES WH/CH IS TWO INCH MINIMUM TOTAL FLOW 1,944 GPD TERM FUNC770N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS ALL SYSTEM COMPONENTS SHALL BE CONSTRUCTED WITH CORROSION S/7F IS LIMITED BY NITROGEN SEIV5177 4TY TO A MAXIMUM THE OWNER OR OPERATOR OF THE SEWAGE DISPOSAL SYSTEM IS RESISTANT MATERIAL SEPTIC LOADING OF 440 GALLONS PER DAY PER 40,000 S.F. RESPONSIBLE FOR THE INSPEC77ON AND MAINTENANCE OF, AND ANY ALL PIPING SHALL BE POLYVINYL CHLORIDE (PVC) ASTM 26655 OF LOT AREA. THEREFORE 774E MAX/MUM ALLOWABLE DES/GN UPGRADES T0, THE SYSTEM SCHEDULE 40 NSF FLOW IS 1,899 GALLONS PER DAY FOR THE 172,643 S.F. LOT. A SYSTEM INSPECTION BY STATE" CER77FIED PERSONNEL /S REQUIRED PERFORATED DISTR/BUTTON PIPING SHALL HAVE TWO ROWS OF 3/8 INCH WITH/N TWO YEARS PRIOR TO ANY TRANSFER IN T17LE (SALE OF THE MINIMUM, 5/8 INCH MAXIMUM ORIFACES EVENLY SPACED, LOCATED ON SEP77C TANK. TWO TANKS OR TWO COMPARTMENTS REQUIRED PROPERTY). AN INSPEC77ON WITHIN 774REE YEARS PRIOR IS ALLOWED EACH SIDE, ONE QUARTER THE PIPE DIAMNETER ABOVE THE INVERT. 1944 GPD x 2.0 = 3888 GAL. COMPARTMENT #1 IF ACCOMPANIED WITH WRITTEN ANNUAL SYSTEM PUMPING RECORDS THE SYSTEM SHALL BE INSPECTED UPON ANY CHANGE IN USE OR THE BUILDING SEWER SHALL COMPLY WITH THE STATE PLUMBING CODE, EXPANSION FOR WHICH A BUILDING PERMIT OR OCCUPANCY PERMIT IS 248 CMR 2.00 REQUIRED FROM THE LOCAL BUILDING INSPECTOR PROVIDE.• 2 - 4000 ' GALLON TANK SEPTIC SYSTEM FILL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE SHARED SYSTEMS SHALL BE INSPECTED ANNUALLY FROM ORGANIC MATTER AND DELETERIOUS SUBSTANCES MIXTURES OF LEACHING AREA: THE SYSTEM SHALL BE INSPECTED PRIOR TO THE SALE OF ANY DIFFERENT CLASS SOILS IS NOT ALLOWED. THE FILL SHALL NOT CONTAIN ANY PAR77CLE GREATER THAN TWO INCHES IN SIZE. A SIEVE PERCOLA77ON RA TF USED: 2 MIN//N PORTION OF THE PROPERTY ( ANR PLAN OR SUBDIVISION) ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A THE RESULTS OF REQUIRED INSPECTIONS SHALL BE SUBMITTED TO 7HE REPRESENTA77VE SAMPLE OF THE FILL. UP TO 459 BY WEIGHT OF THE SOIL CLASSIFICATION.- LOCAL BOARD OF HEAL 7H W/TH/N THIRTY DAYS BY THE APPROVED FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE. ADD177ONAL SIEVE APPLICATION RA 7E• 0.74 GPDISF SYSTEM INSPECTOR ANALYSIS SHALL BE PERFORMED ON THE POR77ON PASSING THE #4 SIEVE. THE MA7ERIAL PASSING THE #4 SIEVE MUST MEET THE LEACHING AREA PROVIDED.- EVERY SEP17C TANK SHALL It PUMPED WHENEVER NECESSARY TO FOLLOWING CR17ERIA 7RENCH WIDTH PROVIDED.• 24" ENSURE PROPER SYSTEM FUNC77ON SIEVE SIZE EFFEC77VE PAR77CLE SIZE 9 PASSING SIEVE TRENCH LENGTH PROI//DEO. 6 Q 75' THE SEP77C TANK SHALL BE PUMPED WHEN THE TOP OF 774E SLUDGE #` 4 4.75 mm 1009 LAYER IS WITHIN TWELVE INCHES OF THE BOTTOM OF THE OUTLET TEE # 50 0.30 mm 109 - 1009 DEPTH OF TRENCH STONE- 24" THE SEP77C TANK SHALL BE PUMPED WHEN THE TOP OF THE SCUM # 100 0.15 mm 09 - 209 # 200 0.075 mm 0 9 - % NUMBER OF LEACHING 7RENCHES• 6 LAYER IS WITHIN TWO INCHES OF THE TOP OF THE OUTLET TEE OR TOTAL AREA PROVIDED.' 2,700 5F WHEN THE BOTTOM OF THE SCUM LAYER IS WITHIN TWO INCHES OF BASE AGGREGATE FOR SOIL ABSORPTION AREAS SHALL BE DOUBLE THE BOTTOM OF THE OU7LET "TEE WASHED STONE RANGING FROM 3/4" TO 1-1/2" IN DIAMETER, FREE LEACHING AREA REQUIRED BY TOM: WA SF. ALL SYSTEMS ARE DIFFERENT, THEREFORE IT IS RECOMMENDED THAT FROM IRON, FINES AND DUST IN PLACE LEACHING CAPACITY PROWDED.• 1,998 GPD THE PUMPING FREQUENCY BE ADJUSTED TO OCCUR WHEN THE SLUDGE pEASTONE SHALL BE f 8 TO 1/2" !N DIAMETER, FREE FROM IRON, / . DEPTH IS NOT MORE THAN ONE QUARTER 774E DESIGN LIQUID DEPTH. FINES AND DUST IN PLACE PUMPING SHALL OCCUR NOT MORE 77 -IAN THREE YEARS APART NO GARBAGE GRINDER ALLOWED ISSUED FOR BID 6/16/06 the Is rR oup- 85 main street hopkinton, massachusetts OF Mgss9c qac. ENI AU McLAUGHLIN, ll4 CIVIL O O T ,. X16 PLACE JS k SiteConsultants, Inc. PLANNING, LANDSCAPE ARCHITECTURE, CIVIL ENGINEERING, SURVEYING 694 MAIN STREET, SUITE 3 HOLDEN, MA 01520-1862 508.829.0333 Fax 508.829.0904 EMAIL cplaces Overizon. net OF MgS��C � > `r61 6A 0 DENISJ. i McLAUGHLIN, III R', CIVIL vi 1U - 0 No.40617 O <c� EDD yI'F' ORY J. a ON . 5022 r �sroN. MA YARMOUTH FIRE STATION #3 YAMNOM MASSACHUSIEM SEWAGE DISPOSAL SYSTEM DETAILS scale AS SHOWN date JUNE16. 2006 drawn by JML/DJM job no 05-294 sheet GRASS AND SLOPE COVER SPECIFICATIONS 1. All disturbed areas, including slopes and the detention basin, shall be graded and stabilized by planting or other method as shown or specified on the plans. THIS SIDE FACES ABUTIMS a• -o• CENTER TO CEN 1Rrx 1o_L n 2. A minimum of 8 of loam shall be applied to all surfaces to be seeded. Loam shall be 5' BEVELED, V -GROOVED POST CAP WITH DONL SEAL WITH uniformly applied, shaped and smoothed. EE > � SLa'S 6' REVEAL s'C0t'' ADHEs"E 6• REVEAL aoOF EXTEND So 3. Loam acidity shall be checked and adjusted to a pH of 6.5, apply lime at a minimum rate of ° ° - 50 lbs per 1,000 square feet, if necessary. (If permitted by the Orders of Conditions only). - 4. Organic -slow release fertilizer of a type 5-2-2 applied at a rate of 50 lbs per 500 square 6xe x 10' MATE BAR POST feet. (If permitted by the Orders of Conditions only). ' / 3 FINALLY SPACED MAILERSON 5. Rake a seed bed using a york rake or hand raking to a minimum depth of 3" thoroughly EDGE ANCHOR WITH SINGLE EACH 00. / incorporating lime and fertilizer. Id / 6. Seeding may be performed by hand, mechanical or tractor mounted spreader. m a ° ° Hydroseeding is recommended. / h 7. Seeding before April 15 or after November 1, shall be reapplied between these dates if a 4: WALKS 8 PADS :..::+a:;;:::: ' minimum germination of 907., determined by surface area coverage, has not occurred or if SURFACE / the surface area has eroded or become un -stabilized. RE >RED. / DO NO ENTER PROVIDE / EXPANSION 8. SEEDING: JOINTS AT JUNCTIONS WITH - ONW CONC. PAWS SLOPE 1' TD DRAIN o 0 0 0 A. HAND SEEDING: -1• MIN, REVEAL 4� FlNISNED GRADE FINISHED GRADE 1. Seed shall be applied by hand or broadcast spreader to provide a uniform R7-1 distribution of seed. 12" DIA CONC SNORT AT 2. Seed shall be lightly raked into a depth of 1/2"-1", with all raking to be perpendicularb GATES CORNERS AND EVERY FENCE RUN ELEVA710N ON mog VNEWI GATE ELEVATION THUM POST. s to the slope. N I coMPACTED GRANULAR FILL 3. Seed is to be rolled with a water ballast roller to insure contact of seed with soil, do 2' MIN. a-0" CENTER 70 CENTER 3 1/2' SPIKE (TLP.) 10'. i POLYURETHANE OLORRTO MATCH CONCRETE 2" TROWELLED EDGE #4 SMOOTH REBAR, WRAP ONE END BROOM FINISH _ _8• 4•-B 5 " 4 """' not compact soil. o CRUSHED STONE BASE 4. Area shall be mulched using seed -free straw to adequately cover the area to a INTERIOR 294 VERTICAL GATE FRAME, FILL GAILY OdE1E S7dtT SIAL 0 O FOR sEs CENTER. RIP RIP FOR -� depth of 1/2"-1", insuring a uniform cover of 75% of the surface area. TYPICAL FOR OTHER POST TYPICM. FOR POSTS O LOCATIONS GATES, COITNERS a EVERY THIRD POST INTERIOR 5. Mulch shall be secured by means of secured landscape fabric, erosion control acTvrloR _ netting (3/4" - 1" mesh), or other biodegradable material which will insure adequate POST SEC710I4 2x4xr1o• NAILER oN EDGE cover until the surface has grown to 90% germination, or according to the (3 PER SECTION) BUTTED SUIT; manufacturers instructions, 6x8 X 107' LONG PST LININ 1-5115-x 3-5/8 x 2- ��� .. - . MIN. DEEP NOTCHES (3 PER FACE TLP.) FOR 2x4 .. NOTE EXPANSION JOINTS REQUIRED EXPANSION JOINT MATERIAL EVERY 8 LINEAR FEET OF WALK. FENCE NAILER5. ANCHOR NAILERS TO POST WITH B. HYDROSEEDING: SINGLE SPIKE. EACH O/D' GATE PLAN/SECTION �,,ON 1. Hydroseeding is encouraged for all areas, especially for large areas and steep FENCE RUN PLAN/5ECIION slopes. 8' SHADOW BOX FENCING DETAILS 2. Hydroseeding shall be performed in a single uniform layer. NOT TO SCALE SIGN LEGEND DIMENSIONS SPECY7CAON 2 R7 -1B 12" X 18" MUTCD ,N..+• R7-8 12' X 18' MUTCD T© R1-1 24' OCTAGONAL MU1Z D SIL ` W11-8 24" MUTCD : E., EF - 2" CLEAR ALL SIDES CONCRETE TO TO 95% MODIFIED PROCTOR 4: WALKS 8 PADS :..::+a:;;:::: ' D vEH�olnr AT -VO 24'X 8" N/A DO NO ENTER R5-1 24' MU= ONW R6-IR 36' X 12 MUTCD NO PAPo° ANTI TIME '=0 R7-1 12" X 18" MU= WEARING COURSE 2'MIN -�{ 10" DIA. GALVANIZED POLE BASE BINDER COURSE ��.�.�.�•�•�•�•�� POLYURETHANE OLORRTO MATCH CONCRETE 2" TROWELLED EDGE #4 SMOOTH REBAR, WRAP ONE END BROOM FINISH � � �•.�.�.�.�.� ice, - • • r t • • • ► THAN 10'-O' AWAY. THE SIGN SHALL BE AS ►...•...♦ 1"MIN. BASE COURSE DEPTHKEYHOLE I.�.�•�.�.�.••�.�•�.�••.�.�•�.�.•••.�••.�.�.•.�. ♦�•.•.•.•.......1•.•...♦ O..0..4 P WOO Will LFyy�S�ppG C MPACT TTO T180 WN, ii E Zg ALIGNED & PLUMB. METHODS�jDTp • .. - . ►.•,•.•.•.•.•.•.� NOTE EXPANSION JOINTS REQUIRED EXPANSION JOINT MATERIAL EVERY 8 LINEAR FEET OF WALK. ►o.❖.oo•.�.��....•:.:.:•2:•_•:•:.:...:•:•:• :•..:.2:.:.2111 EXISTING PAVEMENT BITUMINOUS CONC. DRIVE - CONCRETE WALK & PADS NOT TO SCALE NOT TO SCALE NOT TO SCALE ►iii❖.�••••.�.�.0�.�.•.�.�.❖.�.�.❖••.�.•. �•�O••D.�.� • • . - - . - � ►�ii�i�i•�•i•�� r r 1••11.1 ♦.•.•♦ ►••�1.G����.P►������������ �����.►� .ice ��.•..•..••..•..•...M ♦••..♦ • • , • •' - . .. - . ►.❖.❖.•..�.❖.❖.❖.❖.❖.❖.•...❖.❖.�.�.•.�� •.❖.•....,,,III ..: ... . •• r • . r SIGN LEGEND DIMENSIONS SPECY7CAON 2 R7 -1B 12" X 18" MUTCD ,N..+• R7-8 12' X 18' MUTCD T© R1-1 24' OCTAGONAL MU1Z D SIL ` W11-8 24" MUTCD : E., EF - 2" CLEAR ALL SIDES CONCRETE TO TO 95% MODIFIED PROCTOR 4: WALKS 8 PADS :..::+a:;;:::: ' D vEH�olnr AT -VO 24'X 8" N/A DO NO ENTER R5-1 24' MU= ONW R6-IR 36' X 12 MUTCD NO PAPo° ANTI TIME '=0 R7-1 12" X 18" MU= S/GN LEGEND DIMENSIONS SPECY7CAON 2 R7 -1B 12" X 18" MUTCD ,N..+• R7-8 12' X 18' MUTCD R7-88 12"X 6' MUTCD SIL ` W11-8 24" MUTCD SIGN LEGEND NOT TO SCALE VEGETATED SURFACE 2' TROWELLED EDGE, PAD TO BE BROOM -FINISH ALL SIDES r 7' WIDE BY PERPENDICULAR TO 1 14' LONG [DIRECTION OF WALK L I DETAIL "A" BRI7-AKAWAY BASE MAIL OPENING 4'-B J BUTTED SLATS 2x4 VERTICAL GATE FRAME_ WITH EYE HOOK HINGE 6x8 x 10' LONG GAZE Posr SET IN CONCRETE PROVIDE 4 EQUALLY SPACED 9DIA. SCREW HOOK h HINGE ON GATE - OUTSIDE FENCE.: (SEE DETAIL) 24 VERTICAL GATE FRAME FOR SIDES ONLY, NOTCH FOR WIRE ROPE CLEARANCE WIRE ROPE WITH TURNBUCKLE PROVIDE EYE HOOK, ANCHORS AT EACH END. THREAD USING THIMBLE ENDS WITH STAINLESS Stt:Pi. CLAMPS AT ENDS h TURNBUCKLE - ANCHOR AT HINGE -SIDE TDP TO LATCHSIDE BOTTOM. THREAD MIRE ROPE THROUGH CENTER. 2x4 DIAGONAL BRACING. PROVIDE WITH LAP JOINT TO NAILERS AT CORNERS PROVIDE 1/4" OUT, HOLE THROUGH AT CEN11R FOR MIRE ROPE � slsln•>: 6' OR 10', SEE PLANS 1" CHAMFER ALL 1 7/8" GALVANIZED FOR LOCATIONS GALVANIZED TIE WIRES 12" O.C. STEEL TOP RAIL TENSION BARS TYPICAL 1 7/8" VINYL \ TENSION BANDS 12" O.C. TYPICAL COATED GALVANIZED 77E WIRES 18" O.C. ON STEEL GATE POST ALL BRACING 2 7/8" 0.0.FINISH GRADE GALVANIZED STEEL 1 5/8. O.D. GALVANIZED STEEL AS REQUIRED GATE POST - CENTER LOCKING DEVICE WITH PADLOCK 3 HINGES 1 7/8- O.D. GALVANIZED STEEL 1 718-0. GALVANIZED SIDE RAILS STEEL BOTTOM RAIL 5/8" 0 LATCH ROD WELDED JOINTS TYPICAL hd I • I .,` I 6" 0 PIPE SOCKET 5'-O" j ! : 2" FOR LATCH ROD LJ *NOTE FOR HEIGHT OF GATE, SEE MATERIALS PLAN 3" Z-0" fi' SHADOW BOX GATE NOT TO SCALE MOUNTING PLATE BY ANTENNA MANUFACTURER TOP TO BE 4" ABOVE FINISHED GRADE 2" TROWELLED EDGE ALL EXPOSED SIDES •-0• FINISH GRADE -, SIGN POST 4' L 1.75" X 1.75" 3/8" X 3- HOT DIPPED GALVANIZED HEX. HEAD BOLD WITH FLAT WASHER. LOCK WASHER AND HEX NUT .. PAVED SURFACE - \ SURFACE CONCRETE OR BIT. CONCRETE ANCHOR SLEEVE 2.25" X 2.25" 6'-11' OR AS DIRECTED BY LOCAL DPW HOLE DIAMETER 7/16" HOLES 1" C TO C SIGN POST ANCHOR 2" X 2- USE M8 DIA. HOT DIPPED GALVANIZED BUTTON HEAD BOLT WITH A SLOT IN HEAD AND NUT WITH 2- LOCKWASHER, WITH A MINIMUM - OF 1/4" OF THREADS BEYOND NUTS ON ALL SIGNS AFTER THEY ARE SECURELY FASTENED. - 0.08" SHEET ALUMINUM NOTES' 1. TYPICAL INSTALLATION FOR SIGNS WITH AREA UP TO AND INCLUDING 1.0 SQ METER SIGNS WITH A WIDTH OF 1.2 METERS AND OVER SHALL REQUIRE TWO POSTS. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL MAX CONFORM TD THE REQUIREMENTS OF THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, LATEST EDITION. 3. SEE SITE PLANS FOR SIGN TYPE AND LOCATIONS. 3'-11" TYPICAL SIGN NOT TO SCALE BREAKAWAY BASE (SEE DETAIL -A") DUMPSTER ENCLOSURE. NOT TO SCALE • LIGHT POLE LIGHT STANDARD BASE HOUSING SET ATS PER MANUFACTURER TR S ICHOR BOLTS ELECTRICAL CONDUIT ZCOMPACTED SUBGRA7 CONCRETE COMPACTED FILL VEL i B'x8'x8' CAST -IN-PLACE CONCRETE ANTENNA BASE 3/41x5' LONG W17HREADED TOP, ANCHOR BOLTS - EMBED 4' MIN., MATCH ANTENNA BASE PATTERN BROOM FINISH TOP A e •: o •o o• 0 0 4 // ;/ • /% .A v ' °' f6 REBAR CAGE 12" ON -CENTER, EACH WAY, : v EACH FACE, 2" CLEAR 'a a: I ; o A • • A. �' a COMPACT GRADED a GRAVEL BACKFILL, ° .o BOTH SIDES L 04 0 'o o o' '•�. A :e• 6" CRUSHED STONE BASE ANTENNA TOWER BASE NOT TO SCALE ROADWAY TRANSITION CURB TO ROAD w 6'-0- h 12.1 SIDEWALK CURB LINE-,, /j/ANNDSDr111CAPED 1r11A1R�1A LAAREA r4' BIT. CONIC. WALK & RAMP --i CURB LINE w ot _ Q � � J �3 U PLAN - CURB 6' MAXIMUM -FINISHED GRADE I PAVEMENT 8" THOROUGHLY COMPACTED GRADED GRAVEL) SECTION RAMPS SHALL CONFORM TO 521 CMR: MASS. ARCHITECTURAL ACCESS BOARD REQUIREMENTS- SECTIONS 21.8. HANDICAP CURB CUT (Type 21.8) NOT TO SCALE TOPS TO BE OF EQUAL ELEVATION 2" WIDE STRIPED, REFLECTIVE WARNING TAPE 6" STEEL PIPE FILLEDW1 CONCRETE & PAIN YELLOW 'I 4,000 PSI, 8- DIA. FIBER '� �'y �•.. FORMED CONCRETE 12" o CRUHP DEPTH COMPACTED OOMNPE C1ED LARD (3) -0 IN BOX FENCE- RET ARCH'TE & NCE DETAIL CE )CTTDN BOLLARD GUARD NOT TO SCALE POST (TYP.) 45' BEVEL CUT Y0 CIRCULAR 8x8 PRESSURE TREATED CENTER MOUNTED Z POST (0.40 CCA MIN.) CED RED REFLECTORS, IE PAD ONE PER POST in 3'-0" TO EDGE�REQ� E AS OF PAVEMENT .y" .TSICOMPACTED GRAVEL FILL COMPACT TO 90% MAXIMUM DRY DENSITY - •.•r'4b��" STONE CRUSHED _F 11 I NO 05T TO BE SET IN A UNIFORM LINE, WITH FRONT FACES ALIGNED. 2. ALL POSTS TO BE PLUMP. 3. TOPS OF POSTS TO VARY NO MORE THAN 3" FROM ADJACENT POST TO FORM A UNIFORM LINEAR TOP APPEARANCE. WOOD BOLLARD NOT TO SCALE 1' CHAMFER LIGHT ANCHOR FINISH GRADE BOLTS PER AS REQUIRED 1 \ MANUFACTURER J1 L O M COMPACTED SUBGRADE a- :4"•.GAA 4,000 PSI CONCRETE 8" DIAM. FLAG POLE & SIGN LIGHT POLE BASE NOT TO SCALE ALUMINUM FLAG POLE FLASH COLLAR -BY POLE MANUFACTURER. FILL TUBE W/ 4,000 PSI, AIR FIN. GRADE. DO NOT ENTRAINED CONC, ONCE POLE IS EXPOSE G V. PIPE IN PLACE & PLUMB. CHAMFER CONC. AT FIN. SURFACE 2". 1. ENTIRE ASSEMBLY TO BE PREFABRICATED, PRIMED & SEAL COATED BEFORE DELIVERY TO SITE. 2. ALL WELDS TO BE CONTINUOUS BEADS. a MANUFACTURER'S STANDARD BASE MAY BE SUBSTITUTED IF APPROVED BY ARCHITECT. LINES OR OTHER APPROVED HIGH 2` TROWELLED EDGEXPANSION JOINT BROOM FINISH ALL SIDES E SEE DETAIL BELOW PERPENDICULAR TO COMPACTED 14" MMIMUM SIZE CURB OR BERM AS IRECT70N OF WA GRAVEL FILL o`er ZF MCLAUGHLIN,111 o CIVIL^ FNOTES: CCgONSTRUIC71ON JOINT, x3TR7DE" DEPTH 4'- " 0 0 I .. _ _ ..... . PADS = 14' CONC. W/ 14 REBAR, 12" OC., 8W. - GRAVEL BORROW COMPACTED STEEL PIPE. WELD NERTICAL 694 MAIN STREET, SUITE 3 E., EF - 2" CLEAR ALL SIDES CONCRETE TO TO 95% MODIFIED PROCTOR 4: WALKS 8 PADS :..::+a:;;:::: ' [eIYF BE AIR ENTRAINED & 4,000 PSI 0 28 DAYS EDt; e 15" DIA. 8 GA. STEEL PLATE y M GENERATOR PAD o: o " e' UNFORMED NOT TO SCALE $ 4" CONIC. WALK W/ 6"X6- #10X#10 W.W.M, 8' GRAVEL BORROW COMPA PADS = 8- CONC. W/ #4 REBAR, 12 OC., E.W. TO 959E MODIFIED PROCTOR EXISTING PAVEMENT STATION v3 y ¢ 2" CLEAR ALL SIDES. CONC. TO BE AIR ENTRAINED & 4,000 PSI 0 28 DAYS WEARING COURSE 2'MIN -�{ 10" DIA. GALVANIZED POLE BASE BINDER COURSE TWO COURSES TYPE !, BITUMINOUS CONCRETE 1 1/2" WEARING COURSE & 2 1/2" BASE COURSE POLYURETHANE OLORRTO MATCH CONCRETE 2" TROWELLED EDGE #4 SMOOTH REBAR, WRAP ONE END BROOM FINISH CORRUGATED STEEL PIPE SEE ABOVE THAN 10'-O' AWAY. THE SIGN SHALL BE AS WITH GREASE, EMBED BOTH SIDES 6" MIN 1"MIN. BASE COURSE DEPTHKEYHOLE 12' MIN. GRAVEL o BORROW INSTALL ►N 2���o o LFyy�S�ppG C MPACT TTO T180 E Zg ALIGNED & PLUMB. METHODS�jDTp & ICOMPACTBIF DAIS1E11RBED�L NOTE EXPANSION JOINTS REQUIRED EXPANSION JOINT MATERIAL EVERY 8 LINEAR FEET OF WALK. '�'p �//� i ►?ANSI 11 ON TO EXISTING PAVEMENT BITUMINOUS CONC. DRIVE & PARKING CONCRETE WALK & PADS NOT TO SCALE NOT TO SCALE NOT TO SCALE BREAKAWAY BASE (SEE DETAIL -A") DUMPSTER ENCLOSURE. NOT TO SCALE • LIGHT POLE LIGHT STANDARD BASE HOUSING SET ATS PER MANUFACTURER TR S ICHOR BOLTS ELECTRICAL CONDUIT ZCOMPACTED SUBGRA7 CONCRETE COMPACTED FILL VEL i B'x8'x8' CAST -IN-PLACE CONCRETE ANTENNA BASE 3/41x5' LONG W17HREADED TOP, ANCHOR BOLTS - EMBED 4' MIN., MATCH ANTENNA BASE PATTERN BROOM FINISH TOP A e •: o •o o• 0 0 4 // ;/ • /% .A v ' °' f6 REBAR CAGE 12" ON -CENTER, EACH WAY, : v EACH FACE, 2" CLEAR 'a a: I ; o A • • A. �' a COMPACT GRADED a GRAVEL BACKFILL, ° .o BOTH SIDES L 04 0 'o o o' '•�. A :e• 6" CRUSHED STONE BASE ANTENNA TOWER BASE NOT TO SCALE ROADWAY TRANSITION CURB TO ROAD w 6'-0- h 12.1 SIDEWALK CURB LINE-,, /j/ANNDSDr111CAPED 1r11A1R�1A LAAREA r4' BIT. CONIC. WALK & RAMP --i CURB LINE w ot _ Q � � J �3 U PLAN - CURB 6' MAXIMUM -FINISHED GRADE I PAVEMENT 8" THOROUGHLY COMPACTED GRADED GRAVEL) SECTION RAMPS SHALL CONFORM TO 521 CMR: MASS. ARCHITECTURAL ACCESS BOARD REQUIREMENTS- SECTIONS 21.8. HANDICAP CURB CUT (Type 21.8) NOT TO SCALE TOPS TO BE OF EQUAL ELEVATION 2" WIDE STRIPED, REFLECTIVE WARNING TAPE 6" STEEL PIPE FILLEDW1 CONCRETE & PAIN YELLOW 'I 4,000 PSI, 8- DIA. FIBER '� �'y �•.. FORMED CONCRETE 12" o CRUHP DEPTH COMPACTED OOMNPE C1ED LARD (3) -0 IN BOX FENCE- RET ARCH'TE & NCE DETAIL CE )CTTDN BOLLARD GUARD NOT TO SCALE POST (TYP.) 45' BEVEL CUT Y0 CIRCULAR 8x8 PRESSURE TREATED CENTER MOUNTED Z POST (0.40 CCA MIN.) CED RED REFLECTORS, IE PAD ONE PER POST in 3'-0" TO EDGE�REQ� E AS OF PAVEMENT .y" .TSICOMPACTED GRAVEL FILL COMPACT TO 90% MAXIMUM DRY DENSITY - •.•r'4b��" STONE CRUSHED _F 11 I NO 05T TO BE SET IN A UNIFORM LINE, WITH FRONT FACES ALIGNED. 2. ALL POSTS TO BE PLUMP. 3. TOPS OF POSTS TO VARY NO MORE THAN 3" FROM ADJACENT POST TO FORM A UNIFORM LINEAR TOP APPEARANCE. WOOD BOLLARD NOT TO SCALE 1' CHAMFER LIGHT ANCHOR FINISH GRADE BOLTS PER AS REQUIRED 1 \ MANUFACTURER J1 L O M COMPACTED SUBGRADE a- :4"•.GAA 4,000 PSI CONCRETE 8" DIAM. FLAG POLE & SIGN LIGHT POLE BASE NOT TO SCALE ALUMINUM FLAG POLE FLASH COLLAR -BY POLE MANUFACTURER. FILL TUBE W/ 4,000 PSI, AIR FIN. GRADE. DO NOT ENTRAINED CONC, ONCE POLE IS EXPOSE G V. PIPE IN PLACE & PLUMB. CHAMFER CONC. AT FIN. SURFACE 2". 1. ENTIRE ASSEMBLY TO BE PREFABRICATED, PRIMED & SEAL COATED BEFORE DELIVERY TO SITE. 2. ALL WELDS TO BE CONTINUOUS BEADS. a MANUFACTURER'S STANDARD BASE MAY BE SUBSTITUTED IF APPROVED BY ARCHITECT. ALL STALLS TO BE PAINTED RAMP TO BE CENTERED ON WITH THE INTERNATIONAL PAINTED ACCESS ISLE WHEN SYMBOL OF ACCESSIBILITY PROVIDED (SEE PLAN) BLUE BACKGROUND, WHILE SYMBOL, WHITE BOARD 8" WIDE CONTRAST PAINTED LINES WITH 45 DEGREE LINES SPACED 4 ON CENTER LINES OR OTHER APPROVED HIGH 85 main street COMPACTED 10' MMIMUM SIZE CURB OR BERM AS DENISJ. J� GRAVEL FILL o`er ZF MCLAUGHLIN,111 o CIVIL^ FNOTES: PROVIDE SHIMS AS ARE REQUIREMENTS OF THE CODE OF BRACES TO FORM X" INSIDE .. _ _ ..... . NECESSARY TO ERECT & ' STEEL PIPE. WELD NERTICAL 694 MAIN STREET, SUITE 3 BE LEVEL WITH SURFACE SLOPES NOT x w o STABILIZE POLE. [eIYF 3) ACCESS ISLES ADJACENT TO ACCESSIBLE EDt; e 15" DIA. 8 GA. STEEL PLATE y M MINIMUM, EXCEPT ADJACENT VAN ACCESSIBLE i WELDED TO VERTICAL BRACES. UNFORMED B' $ 8' COMPACTED CONCRETE AT BASE. STATION v3 y ¢ CRUSHED STONE cwi � 10" DIA. GALVANIZED POLE BASE m SPACES AS RESERVED, SHALL BE LOCATED AT NOT TO SCALE CORRUGATED STEEL PIPE THAN 10'-O' AWAY. THE SIGN SHALL BE AS SPECIFIED BY THE MANUAL OF UNIFORM SET POLE ON X" BRACES, ALIGNED & PLUMB. ALL STALLS TO BE PAINTED RAMP TO BE CENTERED ON WITH THE INTERNATIONAL PAINTED ACCESS ISLE WHEN SYMBOL OF ACCESSIBILITY PROVIDED (SEE PLAN) BLUE BACKGROUND, WHILE SYMBOL, WHITE BOARD 8" WIDE CONTRAST PAINTED LINES WITH 45 DEGREE LINES SPACED 4 ON CENTER LINES OR OTHER APPROVED HIGH 85 main street COMPACTED 10' MMIMUM SIZE CURB OR BERM AS DENISJ. J� GRAVEL FILL o`er ZF MCLAUGHLIN,111 o CIVIL^ FNOTES: 8 GA. WELDED STEEL VERTICAL REQUIREMENTS OF THE CODE OF BRACES TO FORM X" INSIDE .. _ _ ..... . ACCESS BOARD - 521CMR. ' STEEL PIPE. WELD NERTICAL 694 MAIN STREET, SUITE 3 BE LEVEL WITH SURFACE SLOPES NOT x w o BRACES 10" INSIDE STEEL PIPE. [eIYF 3) ACCESS ISLES ADJACENT TO ACCESSIBLE EDt; e 15" DIA. 8 GA. STEEL PLATE y M MINIMUM, EXCEPT ADJACENT VAN ACCESSIBLE i WELDED TO VERTICAL BRACES. UNFORMED B' $ 8' COMPACTED CONCRETE AT BASE. STATION v3 y ¢ CRUSHED STONE cwi � FLAG POLE BASE m SPACES AS RESERVED, SHALL BE LOCATED AT NOT TO SCALE THE HEAD OF EACH SPACE AND NO MORE ALL STALLS TO BE PAINTED RAMP TO BE CENTERED ON WITH THE INTERNATIONAL PAINTED ACCESS ISLE WHEN SYMBOL OF ACCESSIBILITY PROVIDED (SEE PLAN) BLUE BACKGROUND, WHILE SYMBOL, WHITE BOARD 8" WIDE CONTRAST PAINTED LINES WITH 45 DEGREE LINES SPACED 4 ON CENTER LINES OR OTHER APPROVED HIGH 85 main street CONTRAST DELINEATION )Aq. SSgc MMIMUM SIZE CURB OR BERM AS DENISJ. J� 24• X 24' DEPICTED (SEE PLAN) o`er ZF MCLAUGHLIN,111 o CIVIL^ FNOTES: 1) PARKING SPACES SHALL MEET THE REQUIREMENTS OF THE CODE OF MASSACHUSETTS REGULATIONS ARCHITECTURAL .. _ _ ..... . ACCESS BOARD - 521CMR. An 2) PARKING SPACES AND ACCESS ISLES SHALL 694 MAIN STREET, SUITE 3 BE LEVEL WITH SURFACE SLOPES NOT x w o EXCEEDING 1:50 (2%) IN ALL DIRECTIONS. [eIYF 3) ACCESS ISLES ADJACENT TO ACCESSIBLE EDt; PARKING SPACES SHALL BE 5'-0" WIDE y M MINIMUM, EXCEPT ADJACENT VAN ACCESSIBLE i0 y < SPACES, THE ACCESS ISLE SHALL BE A I w w z � - MINIMUM. A MINIMUM OF MINIMUM 8' 0" WE M M Q InONE VAN SPACE SHALL BE PROVIDED PER SITE. N STATION v3 y ¢ 4) TWO ACCESSIBLE SPACES MAY SHARE A cwi � COMMON ACCESS ISLE a vdi 5) A SIGN, IDEN17FWNG ACCESSIBLE PARKING m SPACES AS RESERVED, SHALL BE LOCATED AT THE HEAD OF EACH SPACE AND NO MORE THAN 10'-O' AWAY. THE SIGN SHALL BE AS SPECIFIED BY THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), R28-31 OR APPROVED EQUAL 8'-0- (MiN.) 6) SIGNS AT THE HEAD OF VAN ACCESSIBLE SPACES SHALL INCLUDE THE WORDS: VAN VAN SPACE ACCESSIBLE. (16'-0' TIP.) ACCESSIBLE PARKING SPACES NOT TO scaic ISSUED FOR BID 6/16/06 o n U P, 85 main street hopkinton, massachusetts )Aq. SSgc s . _ DENISJ. J� �-^ '"r "•w o`er ZF MCLAUGHLIN,111 o CIVIL^ ;°r"la �,•;� "x No. 40617 T c � Ca tb a6 .. _ _ ..... . PLACE45 Site Consultants, Inc. PLANNING, LANDSCAPE ARCHITECTURE, CIVIL ENGINEERING, SURVEYING 694 MAIN STREET, SUITE 3 HOLDEN, MA 01520-1862 508.829.0333 Fax 508.829.0904 EMAIL placesOverizon.net 011AAS, Syc JDENISJ. G o Z 11iCLAUGHLIN,III 5 CIVIL uTl N0.40617 k, ,QC PCO 11►�06 ED AR " No. 502 r ' � s` 4' YARMOUTH FIRE STATION v3 YAJnfi0UM MASUCKJ8111EM LANDSCAPE DETAILS '`(kale AS SHOWN date JUNE 16, 2006 drawn by JML/WEM fob no 05-294 sheet NOIES,* ES, 1. FLOOR DRAIN HOLDING TANK SHALL BE A DOUBLE WALL FIBERGLASS TANK 5. BACKFILL MATERIAL SHALL BE PEA GRAVEL CONSISTING OF ROUNDED SUPPLIED BY CONTAINMENT SOLUTIONS, INC., XERXES CORPORATION OR PARTICLES RANGING IN SIZE FROM 1/8" TO 3/4" WITH NO MORE THAN 5% APPROVED EQUIVALENT. PASSING THE #8 SIEVE OR CRUSHED STONE CONSISTING OF SHARP ANGULAR PARTICLES RANGING FROM 1/8" TO 1/2" WITH NO MORE THAN 5% PASSING 2. TANK SHALL BE SET LEVEL AND INSTALLED IN ACCORDANCE WITH THE #8 SIEVE. THE MANUFACTURERS REQUIREMENTS SHALL SUPERSEDE THESE MANUFACTURERS INSTRUCTIONS. BACKFILL MATERIAL REQUIREMENTS. 3. WELDED JOINTS MAY BE SUBSTITUTED FOR MECHANICAL FITTINGS WHERE 6. TANK SHALL BE CAPABLE OF WITHSTANDING AN H2O LOADING AT THE APPLICABLE. FINISH GRADE. 4. THE HOLDING TANK SHALL BE SUPPLIED WITH A LIQUID -SENSOR 7. SEE SPECIFICATIONS FOR INSPECTION AND CERTIFICATION REQUIREMENTS. MONITORING SYSTEM FOR DRY ANNULAR SPACE OR APPROVED EQUAL. 8' x 15' 6" REINFORCED -,, CONCRETE PAD 30" CLEAR HEAVY DUTY CAST IRON MANHOLE - LEBARON \ FOUNDRY, INC. MODEL NO. LS326-1 OR APPROVED EQUAL 22" DIAMETER WATERTIGHT FIBERGLASS MANWAY EXTENSION, CAP AND GASKETS D D .Q 4" WASTE IN 18" MIN. MERCURY BALL FLOAT ALARM SWITCH SET AT 759 TANK CAPACITY (CSI CONTROLS CS 2001 OR APPROVED EQUIVALENT) 4" FLANGED & GUSSETED NOZZLE (SUPPLIED BY MANUFACTURER) - TYPICAL FOR 3 4" VENT TO ROOF (COORDINATE W/PLUMBING PLANS) \ I ' 1 � � J Ll u 12" D D D D i2" p a p o n D r A. 15'-0" STANDARD GATE BOX 5' BRASS ELBOW 2" CORPORA 2" DIA. TYPE "K" TO BLDG. COCK (BRASS) COPPER TUBING COMPACTED FILL 2" CURB COCK WATER MAIN O (BRASS) WATER SERVICE CONNECTION NOT TO SCALE INSTALLATION OF WATER MAIN AND APPURTENANCES TO CONFORM TO AWWA STANDARD C600-82 AND ALL MANUFACTURER RECOMMENDATIONS. ANNULAR SPACE LIQUID SENSOR - BY TANK MANUFACTURER - COOR. WITH ELECTRICAL PLANS 4" DI PIPE & MECHANICAL FITTINGS 4" STAINLESS STEEL SUCTION STRAINER (SEE SPECIFICATIONS) 12" COMPACTED BACKFILL MATERIAL (COMPACTED IN 6" LIFTS) #8 CORROSION RESISTANT COATED REBAR CONCRETE ANCHOR PAD #4 REBAR MAT SPACE 12" ON CENTER EACH DIRECTION BALLON DOUBLE WALL FLO SURFACE TREATMENT AQ RFAI 119Fn SAP TO 7. OTHER METHODS OF PROVIDING ANTI FLOATATION BALLAST SUCH AS PINNING TO LEDGE, OR OTHER METHODS ARE ACCEPTABLE SUBJECT TO REVIEW & APPROVAL BY THE DESIGN ENGINEER. THE ALTERNA77VE METHOD SUBMITTAL PACKAGE SHALL INCLUDE SUPPORTING CALCULA77ONS/DATA THAT MEETS THE FOLLOWING DESIGN CRITERIA: A. THE CALCULATIONS ASSUME THAT GROUNDWATER IS AT FINISH GRADE B. THE CALCULATIONS ASSUME THAT THE TOP OF THE TANK HAS BEEN EXPOSED (I.E. NO COVER) FOR MAINTENANCE OR REPAIR PURPOSES. C. THE RESISTING SHEAR STRESS ALONG THE EXCAVATION WALLS IS NEGLIGIBLE D. THE HOLDING TANK IS EMPTY. E THE CALCULATIONS ARE PREPARED AND 'ENDORSED BY A MASSACHUSETTS REGISTERED PROFESSIONAL ENGINEER. 4!4" NATIONAL HOSE THREAD ADAPTER & CAP 4" DI90' ELBOWS CONC. THRUST BLOCK o z (SEE DETAIL) 4" DUCTILE IRON PIPE o 18" MIN. PITCH TO TANK 18" MIN.1 FIBERGLASS ANCHOR STRAPS (SUPPLIED BY MANUFACTURER) PIPE SUPPORT (SUPPLIED I BY MANUFACTURER) 6' LONG 3' WIDE FIN. GRADE PER PLAN . TURNBUCKLE EXISTING UNDISTURBED SOIL OR 8" CRUSHED \�i\ STONE UNDER CONC. PAD PER MAN.\\//\ REQUIREMENTS \ / o � D 4: DIA. PERFORATED / D PVC PIPE -CAPPED SPACED EQUALLY \ EVERY 10' ALONG CENTER OF WICK.DOUBLE WAS14ED `\ CRUSHED STONE G TANK NO STONES OVER 2" WITHIN 6" OF PIPE. UTILITY TRENCH NOT TO SCALE CROSS COUNTRY IN STREETS 200LB. RIP -RAP SPECIFICATIONS: ALLO WABLESOILBEARINGCAPACI TY CONNECTION FACES TOWARD STREET 1. ALL STONE SHALL BE CLEAN DURABLE ANGULAR STONE 2. THE RIP -RAP SHALL BE UNDERLAYED WITH A FILTER (M )BEND BEND BEND MEETING THE FOLLOWING SPECIFICATIONS: BLANKET CONSISTING OF CLEAN, COARSE GRAVEL WITH NO 3/4" CRUSHED STONE PROTECTION AS REQUIRED STONES OVER 4" IN LONGEST DIMENSION AND NO FEWER \\ STONE SIZE % OF WEIGHT SMALLER THAN GIVEN SIZE THAN 107. OF TOTAL VOLUME PASSING A 200jF SIEVE. FINISHED GRADE 200 LB. 1007. 100 LB. 75% J. THE FILTER BLANKET NEED NOT BE COMPACTED, BUT SHALL NUTSIZE 75 LB. 507. BE GRADED TO A UNIFORM THICKNESS OF 12'. WARNING TAPE A1 50 LB. 25% 10 IB. 107. 4. THE FILTER BLANKET SHALL BE OVERLAID WITH A MCLAUGHLIN, III 2' MIN. ABOVE STRUCTURAL/EROSION CONTROL FABRIC OF THE TYPE SPECIFIED. ADJUSTAB ROUNDED STONES, BOULDERS, SANDSTONE OR SIMILAR SUCH FABRIC SHALL BE CONTINUOUS IN LENGTHS, EITHER NO STONES OVER 8" STONE OR RELATIVELY THIN SLAB SHALL NOT PARALLEL OR PERPENDICULAR TO THE SLOPE AND MUST BE K 2'-0" MAX. DIA. BE ACCEPTABLE. UNDER ALL RIP -RAPPED SURFACES. VALVE BOX 200 LB. RIP -RAP CHINK ALL VOIDS, EXTEND MIN. TOP BERM = NOTE 20' DOWN HILL BOTH SIDES OR PER PLAN BOTH SIDES LONGITUDINAL SLOPE RANGES FROM sheet TEE (IF APPLICABLE) WITH RODS 0.005 FT/FT TO 0.100 FT/FT -SEE SITE PLAN. LOAM AND SEED 5' 0" AND CLAMPS TO THRUST BLOCK ANCHOR 6. 4' M Y. -EXIST. GRADE 3' SAND OR OTHER 6' GATE VALVE FLANGED & M.J. GATE STEM FOR 'T' WRENCH 6" MINIMUM 3 3 GATE VALVE / BUTTERFLY VALVE (ON EACH SIDE & BOTTOM) 3 WATER MAIN 1� PROCTOR METHOD 33 �s��;• 1 BOTTOM ELEV.=COMPACTED / AS REQUIRED4", 6' AND 8" / UNDISTURBED MATERIAL - DUCTILE IRON CEMENT LINED, OR COMPACTION TO 95% OPTIMUM DENSITY 3" LOAM CLASS 52 WATERUNE MEE71NG LOCAL WATER DEPT. BERM MATERIAL & SEED IN EARTH IN LEDGE S EancATIONS EROSION CONTROL FABRIC EQUAL TO MIRAFl 700X, INSTALL CONTINUOUS EROSION CONTROL FABRIC 12" GRAVEL FILL INSTALL PER MANUFACTURER'S SPECS. EQUAL TO MIRAFl 700X, EROSION CONTROL FABRIC, FILTER BLANKET OVERLAP & ANCHOR PER MANUFACTURER'S SPECS. SET CONCRETE CURB AT TOP CENTER WATER SYSTEM NOTE' ALL CONNECTIONS/ TOP OF CURB SAME ELEVATION AS WEIR CONFORM TO THE REQUIREMENTS OF SEE SITE PLAN GRASSED SWALE REINFORCED OVERFLOW BROAD -CRESTED WEIR NOT TO SCALE NOT TO SCALE 18" MIN.1 FIBERGLASS ANCHOR STRAPS (SUPPLIED BY MANUFACTURER) PIPE SUPPORT (SUPPLIED I BY MANUFACTURER) 6' LONG 3' WIDE FIN. GRADE PER PLAN . TURNBUCKLE EXISTING UNDISTURBED SOIL OR 8" CRUSHED \�i\ STONE UNDER CONC. PAD PER MAN.\\//\ REQUIREMENTS \ / o � D 4: DIA. PERFORATED / D PVC PIPE -CAPPED SPACED EQUALLY \ EVERY 10' ALONG CENTER OF WICK.DOUBLE WAS14ED `\ CRUSHED STONE G TANK NO STONES OVER 2" WITHIN 6" OF PIPE. UTILITY TRENCH NOT TO SCALE CROSS COUNTRY IN STREETS ROTATE HYDRANT SO PUMPER ALLO WABLESOILBEARINGCAPACI TY CONNECTION FACES TOWARD STREET 4" LOAM AND SEED SURFACING OR V RIES - SEE PLAN (M )BEND BEND BEND OR APPROVED SLOPE RESURFACING 4 6,8, 6.0 2.9 3/4" CRUSHED STONE PROTECTION AS REQUIRED TO AT LEAST 6" ABOVE \\ DRAIN. 8" x 8" x 6' TEE ROAD SUBBASE SEE ROAD SECTION FINISHED GRADE PAVEMENT CONTINUOUS NUTSIZE RODS AND CLAMPS BRANCH OR GROUND WARNING TAPE A1 SURFACE MCLAUGHLIN, III 2' MIN. ABOVE COMMON BACKFILL ADJUSTAB COVER CRUSH PIPE CROWN W NO STONES OVER 8" N ADJUSTABLE K 2'-0" MAX. DIA. COMPACT TO 809. STANDARD PROCTOR o C� a c GASKET 8 VALVE BOX AT TOP OF PIP MAXIMUM ME"LIFTS 2 NOTE SECURE VALVE TO drawn by JML/WEM BLOCK sheet TEE (IF APPLICABLE) WITH RODS (DO NOT 5' 0" AND CLAMPS TO THRUST BLOCK ANCHOR 6. M Y. FLAT STONE OR MIN. SAND OR OTHER 6' GATE VALVE FLANGED & M.J. GATE STEM FOR 'T' WRENCH 6" MINIMUM SUITABLE GRANULAR TYPICAL GATE VALVE / BUTTERFLY VALVE (ON EACH SIDE & BOTTOM) MATERIAL, COMPACTED TO 90% STANDARD WATER MAIN PROCTOR METHOD SHEETING / AS REQUIRED4", 6' AND 8" / UNDISTURBED MATERIAL DUCTILE IRON CEMENT LINED, OR COMPACTION TO 95% OPTIMUM DENSITY CLASS 52 WATERUNE MEE71NG LOCAL WATER DEPT. 3 MI (MODIFIED IN EARTH IN LEDGE S EancATIONS WATER MAIN TRENCH GATE VALVE DETAIL NOT TO SCALE NOT TO SCALE WATER SYSTEM NOTE' ALL CONNECTIONS/ CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE YARMOUTH WATER DEPT. SECT/ON A -A JOINTS ON WATER MAIN SHALL NOT BE WITHIN 3' OF GAS CROSSING WICK DETAILTRENCH NOT 7-0 � GAS ABOVE IN 6" LIFTS SAND 18" MIN. O WATER MAIN 18' MIN. GAS BELOW 2' WATER MAIN GAS LINE CROSSING NOT TO SCALE .--UNDISTURBED :• a MATERIAL (TYP) #4 REBAR (TYP) VERTICAL BEND (ELEVATION) i� AREA OF BEARING FACE OF CONCRETE THRUST BLOCKS ROTATE HYDRANT SO PUMPER ALLO WABLESOILBEARINGCAPACI TY CONNECTION FACES TOWARD STREET PIPE SIZE 1/4 1/8 V RIES - SEE PLAN (M )BEND BEND BEND PROVIDE 4 CU. FT. 4 6,8, 6.0 2.9 3/4" CRUSHED STONE t TO AT LEAST 6" ABOVE \\ DRAIN. 8" x 8" x 6' TEE 16 24.0 11.8 SECURE HYDRANT M.J. TEE W/ STD. OPERATING TO VALVE WITH FLANGED NUTSIZE RODS AND CLAMPS BRANCH OR GROUND ANCHOR SURFACE MCLAUGHLIN, III CAST IRON O ADJUSTAB COVER CRUSH VALVE BOX STONE IMTH WO N GEOTEXTILE YARMOUTH FABRIC. o C� a c GASKET 8 YPJVAOUM 1M8MCNJ8E r8 SEE DETAILS NOTE THRUST drawn by JML/WEM BLOCK sheet SEE NOTE (DO NOT PLUG DRAIN) 6. BOLTS THRUST FLAT STONE OR CONCRETE BLOCK BLOCK. 6' GATE VALVE FLANGED & M.J. THRUST BLOCKSHALLUE MINIMUM4 OOOPSICONGRETE AT 28 DAYSPLACEDAGAINSTUNDIS7URBEDMATERIAL MINIMUMBEARING AREATOBE4SQUARE FEET TYPICAL HYDRANT AND VALVE NOT TO SCALE .--UNDISTURBED :• a MATERIAL (TYP) #4 REBAR (TYP) VERTICAL BEND (ELEVATION) i� AREA OF BEARING FACE OF CONCRETE THRUST BLOCKS IN SQUARE FEET BASED ON 250 AS -L & 1.5 TONS/SF. ALLO WABLESOILBEARINGCAPACI TY NORMAL FITTING DIAMETER PIPE SIZE 1/4 1/8 1/16 PLUG (M )BEND BEND BEND &TEES 4 6,8, 6.0 2.9 2.3 4.5 10 9.6 5.2 2.3 6.7 12 13.3 67. 37. 96. 16 24.0 11.8 37. 17.0 iA:a4'1 s 1. ALL BENDS, TEES, WYES, HYDRANTS AND DEAD ENDS SHALLSEBRACEOWITHCONCRETETHRUSTBLOCKS Z BEARING AREA (H X 0 IS AREA OF CONE IN a° 0a CONTACTWITHWALL OFTRENCH 3. HEIGHT (H) & LENGTH (L) AS REQUIRED TO OBTAIN REDUCER PLUG BEARINGAR AINTA13LE (PLAN) (PLAN) 4. BOULDERS ARE NOT TO BE USED AS THRUST BLOCKS THRUST BLOCK DETAILS Nor TO SCALE 4" LOAM AND SEED SURFACING OR OR APPROVED SLOPE RESURFACING PROTECTION AS REQUIRED ROAD SUBBASE -SEE ROAD SECTION I COMMON BACKFILL 1.5X P E DIAM COMPACTED IN OR 2' " MIN 12" (MAX) LIFTS 12" MINIMUM - 9" MINIMUM GRANULAR FILL (ON EACH SIDE) = NO STONES OVER 2" 12" MIN.PIPE, SEE SHEETING SITE PLAN FOR AS REQUIRED AS TYPES 6" MIN. OFFSET TO LEDGE IN EARTH IN LEDGE DRAINAGE TRENCH NOT TO SCALE OVERFLOW C CONNECTOR PIF (SEE SITE PLAN FILTER FABF ON TOP & SIDE OF STONE CRUSHED STOI 6" - - - - - - - 3/4 SWALE DEPTH 2r 12 SECTION A -A GRASSED SWALE CHECK DAM NOT TO SCALE K CHECK DAM, 3/4" TO IX- STONE ROOF DRAIN LEACHING PIT PIPE ISSiJED FORBID 6/16/06 In th(3 !!%ary BEARING AREA - SQ. FT. NORMAL FITTING DIAMETER hopkinton, massachusetts OrNs Ate.. HORIZONTAL BEND 90' 45' BEND BEND (PLAN) PTEE iA:a4'1 s 1. ALL BENDS, TEES, WYES, HYDRANTS AND DEAD ENDS SHALLSEBRACEOWITHCONCRETETHRUSTBLOCKS Z BEARING AREA (H X 0 IS AREA OF CONE IN a° 0a CONTACTWITHWALL OFTRENCH 3. HEIGHT (H) & LENGTH (L) AS REQUIRED TO OBTAIN REDUCER PLUG BEARINGAR AINTA13LE (PLAN) (PLAN) 4. BOULDERS ARE NOT TO BE USED AS THRUST BLOCKS THRUST BLOCK DETAILS Nor TO SCALE 4" LOAM AND SEED SURFACING OR OR APPROVED SLOPE RESURFACING PROTECTION AS REQUIRED ROAD SUBBASE -SEE ROAD SECTION I COMMON BACKFILL 1.5X P E DIAM COMPACTED IN OR 2' " MIN 12" (MAX) LIFTS 12" MINIMUM - 9" MINIMUM GRANULAR FILL (ON EACH SIDE) = NO STONES OVER 2" 12" MIN.PIPE, SEE SHEETING SITE PLAN FOR AS REQUIRED AS TYPES 6" MIN. OFFSET TO LEDGE IN EARTH IN LEDGE DRAINAGE TRENCH NOT TO SCALE OVERFLOW C CONNECTOR PIF (SEE SITE PLAN FILTER FABF ON TOP & SIDE OF STONE CRUSHED STOI 6" - - - - - - - 3/4 SWALE DEPTH 2r 12 SECTION A -A GRASSED SWALE CHECK DAM NOT TO SCALE K CHECK DAM, 3/4" TO IX- STONE ROOF DRAIN LEACHING PIT PIPE ISSiJED FORBID 6/16/06 In th(3 !!%ary BEARING AREA - SQ. FT. NORMAL FITTING DIAMETER hopkinton, massachusetts OrNs Ate.. FITTING 90' 45' BEND BEND BETWEEN BRANCH DEAD 10'-45' OF TEE END 6" 4 2 2 4 4 8" 7 4 3 5 5 iA:a4'1 s 1. ALL BENDS, TEES, WYES, HYDRANTS AND DEAD ENDS SHALLSEBRACEOWITHCONCRETETHRUSTBLOCKS Z BEARING AREA (H X 0 IS AREA OF CONE IN a° 0a CONTACTWITHWALL OFTRENCH 3. HEIGHT (H) & LENGTH (L) AS REQUIRED TO OBTAIN REDUCER PLUG BEARINGAR AINTA13LE (PLAN) (PLAN) 4. BOULDERS ARE NOT TO BE USED AS THRUST BLOCKS THRUST BLOCK DETAILS Nor TO SCALE 4" LOAM AND SEED SURFACING OR OR APPROVED SLOPE RESURFACING PROTECTION AS REQUIRED ROAD SUBBASE -SEE ROAD SECTION I COMMON BACKFILL 1.5X P E DIAM COMPACTED IN OR 2' " MIN 12" (MAX) LIFTS 12" MINIMUM - 9" MINIMUM GRANULAR FILL (ON EACH SIDE) = NO STONES OVER 2" 12" MIN.PIPE, SEE SHEETING SITE PLAN FOR AS REQUIRED AS TYPES 6" MIN. OFFSET TO LEDGE IN EARTH IN LEDGE DRAINAGE TRENCH NOT TO SCALE OVERFLOW C CONNECTOR PIF (SEE SITE PLAN FILTER FABF ON TOP & SIDE OF STONE CRUSHED STOI 6" - - - - - - - 3/4 SWALE DEPTH 2r 12 SECTION A -A GRASSED SWALE CHECK DAM NOT TO SCALE K CHECK DAM, 3/4" TO IX- STONE ROOF DRAIN LEACHING PIT PIPE ISSiJED FORBID 6/16/06 In th(3 !!%ary 85 main street hopkinton, massachusetts OrNs Ate.. •,„,M..., , y, DENISJ. ffJ" MCLAUGHLIN,iN 0.�25 CIVIL v; / �ta •.4w I ao , a �A C Mtn d......•.••.. PLACE45 01 " to Co® 2s .Iltants Inc. PLANNING, LANDSCAPE ARCHITECTURE, CIVIL ENZERING, SURVEYING 694 MAIN STREET, SUITE 3 HOLDEN, MA 01520-1862 508.829.0333 Fax 508.829.0904 EMAIL places@verizon.net MCLAUGHLIN, III CIVIL NO. 4061 O S P.ED ARCll N " No. 502 1 . C) OSTC N` MA 17-H OF YARMOUTH FIRE STATION v3 YPJVAOUM 1M8MCNJ8E r8 CONSTRUCTION DETAILS scale AS SHOWN date JUNE 16, 2006 drawn by JML/WEM job no 05-294 sheet Massachusetts state Buildinc Co�� Analysis Construction Type: 35 Use Groups - 5 - Fire Station 5-2 ; Garage (private garage) Fire Protection: Automatic Sprinklers per NFPA 13 2002 edition Allowable Area Computation: AA = (6F + OF HR + 100) x Limit from Table 503 100 where AA = Allowable Area (scl. ft.) 6F = Sprinkler Increases (%) from Sec. 506.3 OF = Excess Open Perimeter Increases (1o) From Sec. 5062 PR = Height Reductions (i) from Sec. 506,4 AA = (200 +150 0 + 100).x 14,40 100 AA = 4.5 x 14,400 = 64,800 sq. ft per floor Actual Area = 11,442 sq..ft. first floor 4,231 sq. ft. attic I HR RATED FIRE SEPARATION t�) EGRESS F I HR RATED FIRE SEPARATION 7R,WM affl et�mrz Im &W M �I =77- CodiSixth100 CMR Height Limitations: 2 stories above grade, 40 feet (with automatic sprinkler increase from Sec. E04.2) Actual Height.. 2 stories above grads, approx. 35 feet (Ridge) Fire Resistance Ratings; Exterior Walls: Load Bearing - 2 hours Non -Fearing - 0 hours Exits - I hour Sha ftr, - 2 hours Exit Access Corridors - I hours Interior Load Bearing _Structural Members 0 hours Floor Construction - 0 hours Roof Construction - 0 hours Specific Occupancy Areas (Table 302.1.1): Storage Rooms more than 50 sq. ft. but not more than 100 sq. ft. - Automatic Sprinklers with Smoke Partitions Storage Rooms more than 100 sq. ft. I hour with Automatic Sprinklers Storage Rooms more than 100 sq, ft. (Business Areas) - -Automatic Sprinklers with Smoke Partitions 4 KTFIRF FLOOR FLAN SCALE: 1116" = 1--0" 9V RATED SEPARATION Fire Protection Systems: Sec. 904.5 - Automatic Sprinklers per NFFA 13 -,2002 edition Sec. 911.4.4 - Manual Fire Alarm System Sec e18.45 - Automatic Fire Detection System Sec. 1323.1 - Supervision or Fire Suppression System Means of. Egress: Occupant Loads (Table 1005.1.2): First Floor: (Business) = 5,12esf 100if per occ. = 51 occupants (Garage) = 5,1354sf / 100af per occ. = E)lb occupants Attic Floor: (Business) = 5,0613sF / 100sf per occ. = 50 occupants Minimum Number of Exits (Table 1010.2)., First Floor Required = 2i Provided = 4 Attic Floor Required = 2i Provided = 2 1HRRATED FIRE SEPARATION I HR RATED FIRE SEPARATION Maximum length of Exit Access. Travel to Nearest Exit (Table 1006.5)-. .250 ft. Business, Garage 4 Storage Areas Remoteness of Means of Egress (Sec. 1006.4.1) 1/4 of maximum diagonal -dimension of room or, area served Exit Capacity (Table 10013.2): First Floor: (15usines5) = 100" Provided .15" per occ. 120 occupants (Garage) = 108" Provided .15" per occ. = 120 occupants Attic Floor: (Business) 1211 Provided / .2" per occ. = 360 occupants ATTIC; FLOOR FLAN SCALE: 1/16" = V-0" 3ARRIER 3 :3 AO"W*4W 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 -y J. 0R 0. 5022 OST 1�13 YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS CODE ANALYSIS scale AS NOTED date 06/16/06 drawn by 1A job no 0507.00 sheet AOOO © COPYRIGHT 2005 CARELL GROUP, INC. MIRROR OVERHEAD CABINET AE35REVIATICN5 " 6"max 54"min SINK SINK 42 min I VImax. 4211min TOILET PAF R = E NC4 A Asir EA Each 1.B Pound 5 Sink O OJ m �m ACOUST Acoustical EJFP Expansion Joint Floor Plate L PT Low Point 5 CONC Sealed Concrete N ACT acoustical Tile EL Elevation LBL Label SC Solid Core 41 17" min. 111TI min ADJUST Adjustable ELEC Electric LAV Lavatory SCHED Schedule AFF Above f=inish Floor ELEV Elevator LCC Lead Coated Copper' Sp Sash Dimension 60" ?turnings ace " max. 60" ?turning space ALUM Aluminum EMERG Emergency LKRS Lockers SFGMU Split Face CMU �6" min. ATTEN Attenuation ENTR Entrance LP Laminated Plastic 66" min. t . SFP Spray Fire Proofing SN EPXY Epoxy Coated Shower EQ Equal SNLVG Shelving SECTION a HANDICAP LAVATORY SECTION e HANDICAP USABLE SINK - y EQUIP Equipment M- SHT Sheet -B- ETR Existing To Remain MAS Masonry ��� Sheet I 11" min. EWC Electric Water Cooler 42 min. 6 max. 1 max 42" min BC Brick Coursing EXIST Existing MAT'L Material SIM Similar BD Board EXP Expansion MAX Maximum MCG SofFit rly MCG Metal Corner Guard � _ BIT Bituminous EXP JT Expansion Joint SPECS Specifications 0 o MDO Medium DensOve y y BLDG Building EXPO Exposed 36"max SS Service Sink M BLKG Blocking MECH Mechanical ST ST Stainless Steel = _ TOILET PAPER EXT Exterior BM Bench Mark MET Metal MFR Manufacturer STA Station _ BOT Bottom STL Steel 29" 19" MAX. � � MH Manhole m BR Bed Room 29" 19" MAX. "� Cq m N SUR Built -Up Roof -F- MIL 1/1000th of an Inch STOR Storage 48" m n. M►N Minimum STRUCT Structural FAG Fire Apparatus Cabinet ML Micro -lam SUSP Suspended CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNDER FD Floor Drain MISC AT AT LAVATORY WORK SURFACE OR USABLE FDN Foundation MO Masonry Opening SINK FF Finished Floor MRGWB Moisture Resist. Gyp. Wail Board _T_ FH Flathead -C- FHC Fire Hose Cabinet MSR Mop Service Receptor PLAN 's HANDICAP LAVATORY PLAN a HANDICAP USABLE SINK FHR Fire Nose Rack MT Metal Threshold OR WORK SURFACE C BD Cork Board FIN Finish MTD Mounted T Toilet/Tread G SPL Concealed Spline FLR Floor MTL Metal T ST Top of Steel C TR Curtain Track FLASH Flashing MU Masonry Unit T4G tongue 4 Grove CA Compressed Air FLUOR Fluorescent T4L Toilet 4 Lockers HANDICAP LAVATORY 4 USABLE SINK N.TS. GRAB BARS CABT Cabinet FOUND Foundation T . Toilet 4 Shower PURR Furrin TC Top of Concrete CB Catch Basin e -N- TD Tissure Dispenser CGT Cove Ceramic Tile FTG Footing TEL Telephone SCREEN WALLS OR SHIELDS FX Fire Extinguisher NIC Not In Contract p Do Not EXTEND BEYOND RIM GEM Cement g NO Number _TEMP Tempered/Temporary FXC Fire Extinguisher Cabinet TERR Terrazzo CGL Clear Glass NOM Nominal CHK BD Chalk Board NSCT Non Slip Ceramic Tile THK Thickness CLEAR CHKD PL Checkered Plate NTS Not To Scale TL Tile FLOOR .E Cl Gast. Iron -G- TOW Top of Wall DSPACE CIF Channel Iron Frame G Gas TTD Toilet Tissue Dispenser 0 D CJ Construction Joint CSA Gauge TV Television n X GALV Galvanized TYP Typical 48" min. 90" min 42"min IS" CL Center Line GB Grab Bar _ E CLG Ceiling OC On Center E o , GFRC OD Outside Dimension CO Closet 18 42 30 L GL GI86e Fiber Reinforced Concrete OFC Open Face Cabinet GLR ClearGR Grade 01=C1 Owner Furnished URINAL ELEVATION URINAL PLAN GMT Ceramic Mosaic Tile _U_ CMU Concrete MasonryUnit GFCMU Ground Face CMU Contractor Installed GT Glazed Tile OR Owner Furnished 4 Installed CMU PTD Concrete Masonry Unit Painted . GW5 Gypsum Wall Board OPNG Opening U Urinal CNT JT Control Joint E CO Cased opening GWB PTD Gypsum Wall Board Painted OPP opposite UNF Unfinished p g GYP Gypsum OH overhead UNO Unless Noted Otherwise URINAL �T� COL Column CLEAR CLEAR COMP Compacted FLOOR SPACE FLOOR SPACE COMPO Composition GONG Concrete -H- -P- CONST Construction PERIM Perimeter _V_ H/C Hand! CONT Continuous capped P BD Peg Board la" H PT High Point P4M Patch 4 Match GONTR Contractor Y Vinyl �0"min H4V Heating 4 Ventilating PARTN Partition CORD Coordinate HDO High Density Overlay PL Plate V WD F Vinyl Wood Floor CPT Carpet HDO Hardwood VAN Vanity CONTROL AREA CQT Cove Quarry Tile . PLAT Plaster VB Vinyl Bumper GR Curtain Rod HDWR Hardware PLAT Platform ACCESSIBLE TOILET SCALL CRS Courses (Brick or Block)Plumbing VCG Vinyl Corner Guard X HGt Height PLBG VCT Vinyl Composition Tile NM Hollow Metal E CT Ceramic Tile PLYWD Plywood VERT Vertical "`' HORiZ Horizontal PM Pressed Metal - `r CW Cold Water NR Handrail VEST Vestibule m m GWG Clear Wire Glass HS Hook Strip POLY Polyethylene VHR Vinyl Handrail p PREFAB Prefabricated VIF verify In Field HSKPG Housekeeping PS Projection Screen G O CONT WALL HVAC Heating, ventilating 4 Air PT Pressure Treated VIN Vinyl SEAT WALL R L L _D_ HW Hot Water PTP Pointed VT Vinyl Tile PTD Pa inted DET Detail, p TR Drapery Track -I -W- DBL Double (n Con ract _Q Kis. CLEAR FLOOR SPACE AT WATER CLOSETS DCMU Decorative Concrete IC t QT Quarry Tile W Wardrobe HANDICAP USABLE SHOWER Masonry Unit ID Inside Diameter W BD White Board DF Drinking Fountain IN Inches W/ With DIA Diameter INSUL Insulation W/C Wheel Chair DIM Dimension INT Interior 'R' W/C EWC Wheel Chair Electric DISP Dispenser INV Invert Water Cooler ON Down IP Iron Pipe R Risers W/C T Water Cooler DW Dishwasher IPS Iron Pipe Size RCP Reflected Ceiling Plan W/LAV Wheel Chair Lavatory DWG Drawing _ RD Roof Drain W/O Without RECEP Receptor WBR Wood Bumper Rail -J- REF Refrigerator WC RElNF Reici�ri Water Closet JC Janitors Closet WD Wood DOOR FIRE ALARM WALL JST Joist REQ'D Required UP Wood Frame < STROBE SCONCE JST H Joist Hanger RESIL Resilient WHIR, Wood Hand Rail RH Robe Hook WI Wrought Iron �� C JT Joint RM Room RM FIN Room Finish ' � Wire Mesh_ SCHED Schedule WR Wall Rail i -K- WS Weather Strip PHONE R B Rough Opening. WWF Welded Wire Fabric I K Kick Plate R 5w1TcH b OUTLET n, d 0 0 m MANUAL RELEAsl= EQUIPMENT HEIGHTS N.T.S. If�hT� 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 RF.D ARCH�T� 5022 . o �o 'ARMOUTH IRE STATION v3 YARMOUTH. MASSACHUSETTS ABBREVIATIONS & MOUNTING HEIGHTS scale N.T.S. date 06/16/06 drawn by IA job no 0507.00 sheet A.0 O -A[ © COPYRIGHT 2005 CARELL GROUP, INC. 85 main street hopkinton, massachusetts tela 508 497 0909 fax 508 497 0999 RED ARCy� T 00 V"Y J. Cl FCJ " No. 5022 r FL'60R PLAN LEGEND SEE STRUCT, MECH, ELEC AND PLUMBING DWOS FOR ADDITIONAL ITEMS NOT SHOWN HERE. drawn by COORD. WITH CIVIL DWGS. IA CONCRETE BLOCK WALL 0507.00 VENEER (SEE EXT. ELEVATIONS) -A0 .METAL STUDS AND GWB PARTITION PARTITION W/ GFSCMU WAINSCOT ® s EXTERIOR ELEVATION s SECTION � 4 INTERIOR ELEVATION YARMOUTH FIRE STATION v3 YARMOUTH. MASSACHUSETTS FIRST FLOOR PLAN scale date 06/16/06 drawn by IA job no 0507.00 sheet A -A0 © COPYRIGHT 2005 CARELL GROUP, INC. i C, 4 6 A5.4 A5.5 A5b 22'-4" 6l'-4" 3 8°x8" MTL 8'-0" 2'-8" V-0" 2'-8" 2'-S" I 19'-8" , 11'-4" 8" I 54'-8" 8" 12'-0" 8�� DOWNSPOUT, GUTTER, TYP. , TYP. 8"x8" MTL DOWN5POUT, GUTTER, TYP. TYP: i_fi� ~r 2 r -i i— .��-.,� A52 _ - o - - - - - r -- r �� STAIR *1 r `L, ' tT�J �� _ �1 [ I ri'1rL Tlr Y� r 7 T ASPHALT ROOF Z i Tr SHINCxLEB, TYP. J_L 204 +, LINE OF EXTERIOIR r._ WALL, TYP. �t J- - 16 - a� 203 co . a� `� co ATTIC STORAGE STORAGE .) m N 200 0 02 �. �_ Fr i^- L {- t _ �! - r ' - - 1 C(J t .. CI , t 202 �. i -L. i ii r 7 i1 L 1 1 i1 t?--- r T I� jrl i i rj j t t.Y r rte_ 201�aTI�J`1FT r:`.. tj'L.4_t-I 'f — oIJ i J iT DN YT STAIR "2 �-;-; , �,�- _' .. • 1 , 0 _ 1 1 �1 ! +�-r o t - - �— 8"x8" MTL — I� # CUTTER, TYP. A5.1 - - - F �1- ;-r�- i.-�'z i � 3'-0i TYP. �._� _� � A5.1 I- ]- - � _ DOWNSPOUT, I TYP. LINE OF EXTERIOIR � I I WALL, TYP. 8'-0" 2'-8" V-0" 2'-8" 2'-S" 19'-8" I , I 4 5 6 tt A5.4 A5 5 A510 I I 85 main street hopkinton, massachusetts tel 508 497 0909 fax 508.497 0999 \S�,j:RED AHC/,/T 0 J. Cq FC j o " No. 502 �- S OSTON 2 MA v \ '1rND 77 FL PLAN LEGEND SEE STRUCT, MECH, ELEC AND PLUMBING DWGS FOR ADDITIONAL ITEMS NOT SHOWN HERE. COORD. WITH CIVIL DINGS. CONCRETE BLOCK WALL VENEER (SEE EXT. ELEVATIONS) METAL STUDS AND GWS PARTITION PARTITION W/ GFSCMU WAINSCOT s EXTERIOR ELEVATION s SECTION INTERIOR ELEVATION � 4 YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS ATTIC FLOOR PLAN scale 1/8" = 1'-0" Gate 06/16/06 drawn by IA job no 0507.00 sheet 0 0 © COPYRIGHT 2005 CARELL GROUP, INC. DOWNSPOUT TYF 2 A52 8"x8" MTI GUTTER, TYF EXTERIOR LINE OF WALL, TYP 3 A53 DORME=R ICE WATER SHIELE INSTALLEE OVER ENTIRE DORMES ASPHALT ROO SHINGLES, TYF DOWNSPOU TYf 1 A5.1. 3'-O" TYF LINE OF ICE Y WATER SHIELD, . TYP. 4 A5.4 2 A52 -O" TYP. INE OF XTERIOR ALL, TYP. INE OF ICE d IIND SHIELD, YP. ASPHALT ROOF +4INGLES, TYP. 3 �A53 6" MTL TTER, TYP. XNSPOUT, P. 1 ROOF PLAN SCALE: VS" = I'-0" fl 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 `S,j.gED AR�y�T ORY J. Cq<CJ CD No. 5022 BOSTON. W MA ^ STN OF FLO& PLAN LEGEND SEE STRUCT, MECH, ELEC AND PLUMBING DWGS FOR ADDITIONAL ITEMS NOT SHOWN HERE. COORD. WITH CIVIL DWGS. CONCRETE BLOCK WALL VENEER (SEE EXT. ELEVATIONS) METAL STUDS AND GWB PARTITION PARTITION W/ GFSCMU WAINSCOT s EXTERIOR ELEVATION s SECTION INTERIOR ELEVATION YARMOUTH FIRE STATION v3 YARMOUTH. MASSACHUSETTS ROOF PLAN scale 1/8~ = 1 V date 06/16/06 drawn by IA job no 0507.00 sheet 0 0 0 ) COPYRIGHT 2005 CARELL GROUP, INC cars" u uQ I 85 main street hopkinton, massachusetts tel. 508 497 0908 fax 508 497 0999: oR'j J. No. 5022 B 3 ON. w - c A FA( T 0. FL R PLAN LEGEND SEE STRUCT, MECH, ELEC AND PLUMBING DWGS FOR ADDITIONAL ITEMS NOT SHOWN HERE. COORD. WITH CIVIL DWGS. CONCRETE BLOCK WALL VENEER (SEE EXT. ELEVATIONS) METAL STUDS AND GWB PARTITION PARTITION W/ GFSCMU, WAINSCOT s EXTERIOR ELEVATION s SECTION INTERIOR ELEVATION � 4 © COPYRIGHT 2005 CARELL GROUP, INC. YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS FIRST FLOOR ENLARGED PLAN scale 3/16"=1'-0" (,late 06/16/06 drawn by IA job no 0507.00 sheet A . 20 © COPYRIGHT 2005 CARELL GROUP, INC. 4 r� 6 5.4 A55 A5b I I 1 I 1 I l r-; - �� . L r _.$ } - -L , ° _.-1- -7 -i ° r �.i ; - a� / j 1� - r '--1� 7 ' I �r 1-r'-•-' I--'-1�.��.�.1 I �L_-I-�_`�- * I-' I } IV I�� I t - 4 ! I T1_ 1 r _- 1- -� p j -, -1 -a 7; 1-1-1, 1---- i `1� -r _ __ 1-r-ir�r �-f-?_ _-� -�L _ 1. f LL -i L_ { 1. _l .J. J -.- J.. I -1-r'-I 1 r -'-r-' E ---i /'--+ r-1 L I I II r 1 I j 1 re -T r t --L T J. 7- I _ JIB IV'`2u _ �yi �'i`-T 1 a T1 _L�L 1 11 i .L 'F ` I_r�.IrJ-- - 4 . _I T L_ J i ? r r r, r r it r - i I Ll -_r�L }__I t I .L ' 1 ri,J.. L IL L;J_ I r T- _u J T i . i ".r I -i _�-_i_ _I i `� _LT. (,- I L.. Ti IJ T r f T i J_J 1_ _I . _L_1. it —.1. �- ' !.�..,_ I I �, SIT r-�-rL�_r.. T LrY T -HT1--,_, I r ' I 11T1L- J i 1 I irl I 1 T_ 1T . L 1_I7 I -! 4 _ I I r- r- -a _�- - — I A53 103 -y STOKE ATTIC STORAGE 202 d r - 00 F2-0-11Cp- o r--I� — FJ '--r 4-.r -1 L_ -I_ h DOWNSPOUT, TYP. WxW MTL. GUTTER, TYP. I- 0- r.. IIII I �-r1 f`; -4L --1� - r- F. r - { I I r _- ' T Lr l JT r I t 1T T1 l-� _ i � .L �..!T�,yTJ r , A .Ti ill J -4L -i IyT — I_I J � 1 I ��I,�I ' �J I 1 I� I !•��1 --, }''� --- I- I-- ,- - 1�IV �' i r ri-.li.r I f �1r' J { Li 7L a - - . l J.T - - J . :-r _ ~ r.. TLT�- _ I ° iT { -�- STAIR *2 I I ��_-I o I - A5.1 L� - ... X, XI r i Ja I - I I 1 1 1 I 1 1 6 A5.6 I ISI �l A5.4 TfG��� P1- SCALE: A5 5 out 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 h c T� c No. 5022'- 0 BOSTO 4: OR PLAN LEGEND SEE STRUCT, MECH, ELEC AND PLUMBING DWGS FOR ADDITIONAL ITEMS NOT SHOWN HERE. COORD. WITH CIVIL DWGS. CONCRETE BLOCK WALL VENEER ISEE EXT. ELEVATIONS) METAL STUDS AND GWB PARTITION PARTITION W/ GFSCMU. WAINSCOT s EXTERIOR ELEVATION s SECTION INTERIOR ELEVATION 27 4 YARMOUTH FIRE STATION p3 YARMOUTH, MASSACHUSETTS ATTIC FLOOR ENLARGED PLAN scale 3/16"=1'-0" Gate 06/16/06 drawn by �A job no 0507.00 sheet 0 0 O © COPYRIGHT 2005 CARELL GROUP, INC. NOTE: ALL CEILING HEIGHTS 15 S'-0", A5.4 A5:5 UNLESS OTHERWISE NOTED. FOR SOFFIT HEIGHT, SEE INTERIOR 1 ELEVATION FOR COORDINATIONS i AC.T. CEILING . � LL; 1/2" G.W.B. SOFFIT ON 3 5/8" METAL STUDS 1 16" O.C. WALL SURFACE GW5 SOFFIT @ WAL.L. CA51NET 4 LOCKED 5CALE 11/2" = 1'-0" LINE WALL BEY AC.T. CEILING C3WE3 SOFFIT e ACT CEILING CHANGES SCALE: 11/2" = I'-011 6 A5fo i 1 I APPARATUS 127 FRAMING --� 3 5/8" METAL STUDS g 16" O.C. PTD BIRCH VENEER PLYWOOD, TYP. ELECTRIC PROJECTION SCREEN FIN. CEILING a, u- 3.. 6 11 3.. PAINTED WOOD TRIM COORDINATE CLEAR FULL PERIMETER OPENING DIMENSIONS W/. SCREEN DIMEN51ON5 PROJECTION SCREEN IDETAIL A3.1 SCALE: 11/2 _ 1'-o" PROJECTION -SCREEN FIRST FLOOR REFLECTED CEILING PLAN SCALE. 1/8" , 1'-0" Act. CEILING AC.T. CEILING GW5 50FFIT ACT CEILING CHANGES SOLE:.1la" 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 413 a 'r 1 a N . 5v22 1 REFLEVED CEILING LEGE? YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS FIRST FLOOR REFLECTED CEILING PLAN / SOFFIT DETAILS. $(isle 1/S"=1'-0" date 06/16/06 drawn by IA job no 0507.00 sheet Ao.000 0 ©,COPYRIGHT 2005 CARELL GROUP, INC. SEE MECH, ELEC AND PLUMBING DWGS FOR ADDITIONAL ITEMS NOT SHOWN HERE. Q EXIT SIGN SMOKE DETECTOR GYPSUM WALLBOARD CEILING ACOUSTIC TILE CEILING SUPPLY DIFFUSER CEILING RETURN GRILLE CEILING EXHAUST REGISTER ® HOT WATER CABINET UNIT HEATER ® INFRARED HEATER REFLECTOR CEILING HEIGHT SYMBOL YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS FIRST FLOOR REFLECTED CEILING PLAN / SOFFIT DETAILS. $(isle 1/S"=1'-0" date 06/16/06 drawn by IA job no 0507.00 sheet Ao.000 0 ©,COPYRIGHT 2005 CARELL GROUP, INC. NOTE: ALL CEILING HEIGHTS IS 9'-0", UNLESS OTHERWISE NOTED. FOR SOFFIT HEIGHT, SEE INTERIOI ELEVATION FOR COORDINATIONIE NOT ALL CEILING PENETRATION SHAL CENTERED IN TILES 5OTI4 WAYS. row 2 - - A52 3 — A53 ACCESS CEILING HATCH G.G. TO FURNISH 4 INSTALL 6-15"x48" WHITE ALUMINUM CEILING LOUVERS FOR "ATTIC SPACE" VENTILATION. PROVIDE BLOCKING AND OPENINGS IN GWB AND PLYWOOD AS NEEDED. i A5.1 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 t�tv,ED Ari C J SFV /CRY o 50221 REFLEVMD CEILING LE( SEE MECH, ELEC AND PLUMBING DWG8 FOR ADDITIONAL ITEMS NOT SHOWN HERE. EXIT SIGN sO SMOKE DETECTOR GYPSUM WALLBOARD CEILING _ ACOUSTIC TILE FNCEILING SUPPLY DIFFUSER RCEILING RETURN GRILLE CELNG EXHAUST REGISTER ® HOT WATER CABINET UNIT HEATER ® INFRARED HEATER REFLECTOR CEILING HEIGHT SYMBOL YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS ATTIC REFLECTED CEILING PLAN scale 11/8"=V-0" date 06/16/06 drawn by IA job no 0507.00 sheet 0 A00 n COPYRIGHT 2005 CARELL GROUP, INC. COLUI" fN5, l" PATCH APJAC t:N I tt-C MU FINISH ENTA515 STYLE UJ/ CAPITAL 4 BASE EXTERIOR ELEVATION SCALE: 1/6" = P-0" I FGMU CORNER LAYOUT 3 SCALE: IL2" _ P-0" 4 Alwl%hl 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 ED ARCy�T �4 ORY J. F0 0 C) " No. 5022 N .BOSTON. i c NOTE SFCMU ABBREVIATION- SPLIT/SMOOTH FACE CONCRETE MASONRY UNIT. YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS EXTERIOR ELEVATIONS AND CORNER LAYOUT scale AS NOTED date 06/1 6/06 drawn by IA job no 0507.00 sheet 000 0 COPYRIGHT 2005 CARELL GROUP, INC. STRUCT. DWGS., TYP. SCALE: 1/811 -- V-011 =v-trzpin; >-1 t=\/ATlr)Nl SCALE: 1/8" = V-011 4 Sb main street hopkinton, massachusetts tel. 508 497 0909. fax 508 497 0989 l 00 'Ry J. Cq FCf t /INo. 50� eosr%' NOTESt-w SFCMU ABBREVIATION, SPLIT/SMOOTH FACE CONCRETE MASONRY UNIT. YARMOUTH FIRE STATION c3 YARMOUTH. MASSACHUSETTS CUPOLA scale ,/8°=1=0~ date 06/16/06 drawn by j o b no 0507.00 SEE 3/A5.11 0 ASPHALT ROOF SHINGLE S OVF •` �� r WATERPROOFING UNDERLAYMENT i _........ _ _..,.. ,... .OVER � ; 1, t .A 11 PLYWOOD SHEATHING, TYP. : �.1. t . : ...- ., .. .. ,.......,.. r f I ICE 4 .. 1 WATER SNI LD r. I , < . ,:. , , . , .. - I µ1F _. M -t f : ........ I Y 7 } 1. . ; 1 1 ...... .. ... .......... . i. .....:. _ : ....... : , :. : - x k : GUTTER _.._,. . . � : f . .. : _ i i , h. - EMENt SIDING ER C .,: t GUTTER - y r ' , rZJ , , I fA •. - - — --- - - _ SI -CMU TYPE 02 -- -------- — - ... --" — -- --'-- ---'--------'- ----- - -- �. / _-_ ----- --"------ -----"------------'--- -'-- '-�t- ---"---"------ •-- _ _ 1 SFCMU TYPE � -- " --- .._-----�- -- - - ---- ----- -- - .... — -.._. L-- 1 _ �. .' ---- --- ------- --- -- — -- - -- i I INSULATED METAL DOWNSPOUT BOOTS, TYP. LOUVER I ( I I I I DOOR, BY PLUMBING SEE MECH. DWGS. `�--- �'----� --- ------ TVP. =--------- 4 Sb main street hopkinton, massachusetts tel. 508 497 0909. fax 508 497 0989 l 00 'Ry J. Cq FCf t /INo. 50� eosr%' NOTESt-w SFCMU ABBREVIATION, SPLIT/SMOOTH FACE CONCRETE MASONRY UNIT. YARMOUTH FIRE STATION c3 YARMOUTH. MASSACHUSETTS EXTERIOR ELEVATIONS scale ,/8°=1=0~ date 06/16/06 drawn by j o b no 0507.00 sheet O 0 © COPYRIGHT 2005 CARELL GROUP, INC. TROWEL APPLIED ASPHALT ROOF SHINGLES OVER 85 main street hopkinton, massachusetts WATERPROOFING UNDERLAYMENT fax 508 497 0999 EgED AR�h�Tcc .r GORY DAMP PROOFING � �J r '1TH OF e . TYP. YARMOUTH FIRE STATION #3 YARMOUTH, MASSACHUSETTS 4'-0"j 8 TREADS Ill'-- scale 1/4~=V-0~ date 06/16/06 24" O.C. 1 REINF. CONCRETE 000 0 O -_-- SEE STRUCT. DW56 — --- -- _" _- FOUNDATION WALL 1 FOOTING. SEE L� —------------ ------ ----------�-- ---- -. I ------------------------------------------ CONT. VAPOR BARRIER, TYP. STRUCTURAL DRAWINGS 5/8" GWB OVER ---------- WOOD FURRING -- - -- -- - ---'J -------------------------------------------------------------- OVER "PLYWOOD --- J "___----- SHEATHING L- - ------J� INSULATED METAL 2 1/2" RIGID INSULATION -�- 4" THICK CONCRETE OVERHEAD DOOR, FULL HEIGHT INTERIOR SLAB OVER 2 TYP. VAPOR BARRIER OVER FACE OF FOUND. WALL 4 VAPOR BARRIER OVER COMPACTED ILL 2'-0" HORIZ. BELOW COMPACTED FILL. SEE STRUCT. DRAW1 GS CONC. SLAB FULL PERIM. ��j "j SEE STRUCT. DRAWINGS A CUPOLA SEE 3/A5.11 HANGER TRACK – TORSION SPRING COUNTERBALANCE - DOOR OPERATOR �� _t_ _ i . _ - i L lei_• - !� � - --i- 1/ C' I I // � �� i Jnr i i� , 1 � I ?' � I � � 3 �� �-_..,�^�L `�1�_.�_- �..�- � -1-. ..L- i I � % ,�,II i) // I /r �/ � I r / I r �• i �; I I 7 1--I 1 9 a I _ / J! I r i —1. Y' PPARA I U5 1h i I -IT-_ i W, —. --T---I' T.J i ICE 4 WATER SHIELD 1' 3/4" ML BLOCKING CONT. 2 2x8" PLATE BOLTED TO CMU WALL SEE STRUCTURAL DWGS. CONT. METAL DRIP EDGE METAL GUTTER CONT. 2x10 - CUT TO PIT 1X12" EXPANDED RIGID PvC TRIM . PVC SOFFIT 8" CONCRETE BLOCK WALL W/CORE IN -SL. 4 HORIZ. REINF. 7 EvERY OTHER COURSE. SEE STRUCTURAL OWNS. FOR VERTICAL REINFORCING 4 BOND BEAM LOCATIONS - FINISH GRADE, SEE CIVIL DRAWINGS ASPHALT ROOF SHINGLES OVER 85 main street hopkinton, massachusetts WATERPROOFING UNDERLAYMENT fax 508 497 0999 EgED AR�h�Tcc .r GORY OVER �/8" PLYWOOD SHEATHING, �J r '1TH OF e . TYP. YARMOUTH FIRE STATION #3 YARMOUTH, MASSACHUSETTS WOOD TRUSSES SECTIONS scale 1/4~=V-0~ date 06/16/06 24" O.C. job no 0507.00 sheet 000 0 O -_-- SEE STRUCT. DW56 — --- -- _" _- SPRAY -ON CELLULAR PLASTIC INSULATION --------------------------------------------------- L� ----------�-- ---- -. I ---_ CONT. VAPOR BARRIER, TYP. 5/8" GWB OVER ---------- WOOD FURRING -- - -- -- - ---'J -------------------------------------------------------------- OVER "PLYWOOD "___----- SHEATHING HANGER TRACK – TORSION SPRING COUNTERBALANCE - DOOR OPERATOR �� _t_ _ i . _ - i L lei_• - !� � - --i- 1/ C' I I // � �� i Jnr i i� , 1 � I ?' � I � � 3 �� �-_..,�^�L `�1�_.�_- �..�- � -1-. ..L- i I � % ,�,II i) // I /r �/ � I r / I r �• i �; I I 7 1--I 1 9 a I _ / J! I r i —1. Y' PPARA I U5 1h i I -IT-_ i W, —. --T---I' T.J i ICE 4 WATER SHIELD 1' 3/4" ML BLOCKING CONT. 2 2x8" PLATE BOLTED TO CMU WALL SEE STRUCTURAL DWGS. CONT. METAL DRIP EDGE METAL GUTTER CONT. 2x10 - CUT TO PIT 1X12" EXPANDED RIGID PvC TRIM . PVC SOFFIT 8" CONCRETE BLOCK WALL W/CORE IN -SL. 4 HORIZ. REINF. 7 EvERY OTHER COURSE. SEE STRUCTURAL OWNS. FOR VERTICAL REINFORCING 4 BOND BEAM LOCATIONS - FINISH GRADE, SEE CIVIL DRAWINGS © COPYRIGHT 2005 CARELL GROUP, INC. 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 EgED AR�h�Tcc .r GORY Igyp- nom' -'FRINy- �J r '1TH OF e . YARMOUTH FIRE STATION #3 YARMOUTH, MASSACHUSETTS BUILDING SECTIONS scale 1/4~=V-0~ date 06/16/06 drawn by I IA job no 0507.00 sheet 000 0 O --------------------------------------------------- L� ----------�-- --------------------------=------- ---------- -------------------------------------------------------------- -------------------- -------------------� L- - ------J� INSULATED METAL 6" THICK CONCRETE OVERHEAD DOOR, SLAB OVER 2 TYP. VAPOR BARRIER OVER COMPACTED ILL SCALE: SEE STRUCT. DRAW1 GS © COPYRIGHT 2005 CARELL GROUP, INC. 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 EgED AR�h�Tcc .r GORY o " No. 5022 2 OSTO ~ 2 MA �J r '1TH OF e . YARMOUTH FIRE STATION #3 YARMOUTH, MASSACHUSETTS BUILDING SECTIONS scale 1/4~=V-0~ date 06/16/06 drawn by I IA job no 0507.00 sheet 000 0 O © COPYRIGHT 2005 CARELL GROUP, INC. 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 y�4 j D ARcy d%Cs'.oaYJ. :�CJ No. 5022 r BOUTON YARMOUTH FIRE STATION v3 YARMOUTH. MASSACHUSETTS BUILDING SECTIONS sCEile ,/4'=l'-0~ date 06/16/06 drawn by �A j O b no 0507.00 sheet 0 A50 © COPYRIGHT 2005 CARELL GROUP, INC. h(s ro uu (D) 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 �\S.,r,RED ARCy+ �F oRY J. C TF�f C) " No. 5022 BOS d. YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS BUILDING SECTIONS scale 1/4»=, '-o~ date 06/1 6/06 drawn by 1A job no 0507.00 sheet A0 0 0 0 COPYRIGHT 2005 CARELL GROUP, INC. " TONOUE d GROOV IED 4 116CREW9b TO (PASSAGEWAY TT1IG PASSAGEWAY ! % I ACOUSTIC CEILING_' �4 I SEE REELECTED — --- -- I =--- ----- -- - -- ----;� _ CEILING PLAN A3.1 s„ CONCRETE BLOCK WALL I I - W/CORE INSL. 4 HORIZ. REINF. 6 EVERY OTHER COURSE. SEE STRUCTURAL DUZS_ FOR VERTICAL REINFORCING t BOND BEAM ( I 6' j. ; E3UVK. o ATIONS fVI* O --_- \ SEE CIVIL DRAWINGSLOC FINISH GRADE, ,1W 7”- TROWEL APPLIED.' 1 DAMP PROOFING REINF. CONCRETE FOUNDATION WALL a FOOTING. SEE STRUCTURAL DRAWINGS I ---I----------------- — — — — — — — — — — — — — — — — — — — — — — — — — ----------------------------------------- ----------------------------------------------------------------=---------------------------------------------------------------------- . 2 1/2" RIGID INSULATION , FULL HEIGHT INTERIOR I 4" THICK CONCRETE SLAB FACE OF FOUND. WALL 4 L _ _ _ _ _ _ _ _ J OVER VAPOR BARRIER T -O" HORIZ. BELOW OVER COMPACTED FILL. CONC. SLAB FULL PERIM. SEE STRUCT. DRAWINGS j >45.8 co N U f )_ 1� I�lC 6E GT 10N SCALE. 1/4 1 0 q TTIC TF. L COPYRIGHT 2005 CARELL GROUP, INC. QZ- 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 �St� ED ARCq�T oR�c Fc� .y 0 No. 5022 3 BOSTON, YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS BUILDING SECTION scale date 06/1 6/06_ drawn by IA job no 0507.00 sheet A0 0 z -,L COPYRIGHT 2005 CARELL GROUP, INC. ASPHALT ROOF SHINGLES OVER WATERPROOFING UNDERLAYMENT OVER 5/R' PLYWOOD SHEATHING, TYP. CONT. VAPOR BARRIER, TYP. SPRAY -ON CELLULAR PLASTIC INSULATION ROOF RAFTERS 1 2'-0" O.C. SEE STRUCT. DRAWING$ 13/4" ML BLOCKING ICE 4 WATER SHIELD CONT. 2- 2x8" PLATE BOLTED TO CMU WALL SEE STRUCTURAL DWGS. 8" CONCRETE BLOCK WALL W/CORE INSL. 4 HORIZ. REINF. 9 EVERY OTHER COURSE. SEE STRUCTURAL DMS- FOR VERTICAL - REINFORCING 4 BOND BEAM LOCATIONS FINISH GRADE, SEE CIVIL DRAWINGS - TROWEL APPLIED DAMP PROOFING REINF. CONCRETE FOUNDATION WALL 4 FOOTING. SEE STRUCTURAL DRAWINGS 2 1/2" RIGID INSULATION FULL HEIGHT INTERIOR FACE OF FOUND. WALL 4 2'-0" HORIZ. BELOW CONC. SLAB FULL PERIM. 2- 5/8" FC GWB ON WOOD FURRING s 161' O.G. MAX. ACOUSTIC CEILING SEE REFLECTED CEILING PLAN A3.1 FIRF Alf) S.' D Xlt-- I LANUU>= 4 UML-IC/YG -7r?=AA I "IAL5 GLUED 4 SCREWED TO FRAMING, TYP. F SEE STRUCT. DRAWINGS -N ELEC ROOM k�–j -j --I /e Naa n-1 Z� f� I --� L- I -I-- -------------------------------------------------------------=--------------------=--------------------�--J L_� rI-- -- I ------------ --------------- ------------------------------------------------------------------- -------I------� -- -L - -- ----- ---------------------------------- -- - 6" THICK CONCRETE SLAB 2 OVER VAPOR BARRIER OVER COMPACTED FILL. SEE STRUCT. DRAWINGS INSECTION SCALE: 1/4" - 1'-0II T FL. 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 .,ERED qK�y/l �GOFLy J. C9 F�j o " No. 5022.r- 80- 022rBO_YARMOUTH YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS BUILDING SECTION scale 1/4~=1'-0~ date 06/16/06 drawn by IA job no 0507.00 sheet a o 0 2 A52 SPRAY -ON CELLULAR PLASTIC INSULATION r � , ASPHALT ROOF SHINGLES OVER -I--- ___� I conk, VAPOR BARRIER, TYP. WATERPROOFING UNDERLAYMENT OVER 5/8" PLYWOOD SHEATHING, TYP. ., ��Gi Jr G/ /4G 4p I/h4/i66 j/i4�i/iG/4 /iG/i Lb/Gyyp /J /J/r//, CONT. 2- 2x8" PLATE I I ! BOLTED TO CMU WALL SEE STRUCTURAL DUGS. WOOD TRUSSES m T -m" O.C. SEE STRUCT. DRAWINGS I •I :I it I ;I jl II l Y' I a" CONCRETE BLOCK WALL W/CORE INSL. E HORIZ..REINF. g EVERY OTHER COURSE. SEE STRUCTURAL I ii DUXES. FOR VERTICAL REINFORCING d BOND BEAM LOCATIONS I II I I ! I CUPOLA SEE 3/A5.11 ��I��IN� 5���10� SCALE: Oni 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 Or a: I .. o " No. 502 T- BOSTO p MA ti o YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS BUILDING SECTION scale 9 -Op date. 06/16/06 drawn by IA job no 0507.00 sheet 0 0 0 IM r FINISH GRADE, I . - I,' J •. _ SEE CIVIL DRAWINGS ��I��IN� 5���10� SCALE: Oni 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 �k�'RY J. Cq� FCS ,;"'p C� a: I .. o " No. 502 T- BOSTO p MA ti o YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS BUILDING SECTION scale 9 -Op date. 06/16/06 drawn by IA job no 0507.00 sheet 0 0 0 r FINISH GRADE, I . - I,' J •. _ SEE CIVIL DRAWINGS -- f . ,. .... ,q .: \ ------------------------------------------------------------- ---J ` •fS TROWEL APPLIEDI �bm�s DAMP PROOFING I REINF. CONCRETE i 4 ..7. —1------------ ----------------------------------------------------�----------- ---------------- -------- ---------------------------------------- -FOUNDATIONWALL ; FOOTING. SEE <.:... i STRUCTURALDRAWINGS .. .. _-------------------- --------------------------------- — ----------------------=---=----------------------------------------------------- 6" THICK CONCRETE SLAB . 2 1/2" RIGID INSULATION L _ _ _ _ _ _ — J OVER VAPOR BARRIER FULL HEIGHT INTERIOR OVER COMPACTED FILL. FACE OF FOUND. WALL ! SEE STRUCT. DRAUINGS 2'-0" HORIZ. BELOW CONC. SLAB FULL PERIM. ,45.8 ��I��IN� 5���10� SCALE: ©COPYRIGHT 2005 CARELL GROUP, INC. Oni 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 �k�'RY J. Cq� FCS ,;"'p C� a: I .. o " No. 502 T- BOSTO p MA ti o YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS BUILDING SECTION scale 9 -Op date. 06/16/06 drawn by IA job no 0507.00 sheet 0 0 0 ©COPYRIGHT 2005 CARELL GROUP, INC. PVC TRIMBOARDS, TYP P15ER-GEMENT SIDING BEYOND ASPHALT ROOF SHINGLES OVER WATERPROOFING UNDERLAYMENT OVER 5/8" PLYWOOD SHEATHING LINE OF FLASHING SPRAY -ON CELLULAR PLASTIC INSULATION - ONt_ VAPOR BARRIER,TYP. ROOF RAFTERS 0 2'-0" O -C. SEE STRUCTURAL DWGS. ICE 4 WATER SHIELD. " 1 3/4" ML 11LOCKIN _ I BOLTED To CMU (BALL SEE STRUCTURAL DIWGS. �. I- --.._T—I --T CONT.2x10 - CHIT TO FIT - I I ONT. M TAL DRIP EDGE - I j ! I 1x6 EXPAND9D RIGID-- rnETAL �SUTTEf,�, - ---------1x12 EXPANDED RlCxlp PVC TRIM - Ix EXPANDED RIGID 0VC TRIM PVC SOFFIT i Ix4 EXPANDtO RIGID �'vc TRIM Ix8 EXPANDLD RIGID f,6VC TRIM 1/2" f�LYWOOD BLOCKING CONT. 6EALANT I I 8" CONCRETE) BLOCK WALL WITH CORE INSULATION HORIZ. ,EINF. 9 EVER OTHER LRSE.SEE STRUCTURAL DWGS. FOR VERTICAL REINFORCING 114 BOND BEAM LO�- ATIONS THRU WALL FII ASHING WITH WEEP HOLES AT 2411 O.G. M4X., TYP. I FILL CORES SOLID WITH GROUT BELOW FLA6141�5, TYP. FINISH Cx2ADE SEE CIVIL DWGS. 4" THICK CONCRETE SLAB OVER 6 MIL POLY VAPOR BARRIER OVER COMPACTED FILL. SEE STRUCT, OWGS. TROWEL .APPLIED DAMP PROOFING REINF. CONCRETE FOUNDATION WALL 4 FOOTING SEE STRUCTURAL DUKES. 2 1/2" RIGID INSULATION FULL HEIGHT INTERIOR FACE OF FOUND. WALL 4 T-0" HORIZ, BELOW GONG. SLAB FULL PEIM. TN_n I i' rrr r I I - rrr rrr rrr.. -�'--' !II ilr r I ' 1. 2-5/all FC GWB ON 1 X 3 FURRING STAIRS, TYP. 311 1X4 PTD WOOD TRIM CUT AS NEEDED WOOD BLOCKING 1/2" TO I11 RIGID INSUL BTWN CONC. FOUNDATION WALL AND CONC. SLAB CAULK JOINT BTWN WALL AND FLOOR, TYP. FINISH FLOOR SEE ROOM FINISH SCHEDULE A ;,, • ;. .24_044 f' a j --------.-- -- - d ' d d SCALE: 3/4 = I -0 .. ASPHALT ROOF SHINGLES OVER r `WATERPROOFING UNDERLAYMENT ' OVER 5/81' PLYWOOD SHEATHING - ------- - -- ------ ... ..... WOOD TRUSSES / .... ... 6 2'=:0" SEE: STRUCTURAL; DUGS. • SPRAY -ON :CELLULAR f PLASTIC INSULATION CONT. V, FOR BARRIER,TYIP. i/2" TO I" RIGID r ^ r - r ICE 4 WATER SHIELD rJ r r r r r 1" >C Ca. ML BLOCKING - r SEE STRUCT. DWGS. INSUL. BTWN CONC.`- BLOCKING rrr fry fr r r ' SEE S'TRI.IGt: DWGS. � .= ' CONT 2- 2x$ PL4T... I! r BOLTED TO CMU WALL I FOUNDATION WALL SEE STRUCTURAL; DWGB, r -- - - r-- - CONT: t" LET&* DRIP EDGE I AND CONC. SLAB I it CONT. 2x10 - CUT TO FIT All ` 5/8" PLYWOOD ----- M15 AL 61JTTER i, ! CAULK JOINT BTWN I !' SHEATHING �I }- 1x6 EXPANDED RIGID 5/5" GWB OVER -1-------------- _...---- I , PVC"TRIM.._.. 3„ WALL AND FLOOR, I II WOOD FURRING 1x12'EXPANDED RIGID 1X4 PTD WOOD TRIM it ----;}---=--- PvG_ TRIM --- ------ - _. _ . .... - - WOBLOCKINGI: OD I ;I Ix EXPANDED RIGID' ! BTWN WALL AND ! PYC TR IM III Pvc SOFFIT I I!II I 'I!I 1x4;..EXPANI?ED.,.RIGID j SLAB, TYP. _�-------- I PVC TRIM : ' FINISH FLOOR ! I!!I � r�– i !III PVC TRIM -�---- _ i-------�------ -- i ------- I -- -- -------- i !Ili 1 M II DI VI11/1/�F'1 T'f l /1T1/ 11 1 i i SEE ROOM FINISH i 4111 ! WITH CORINSULATION 4 HORIZ- R INF. 6 EVERY OCHER COURSE. FOR VERTICAL REINFORCING BgND BEAM .LOCATIONS -I--DOWNSPOUT I I STEEL LINTEL ANGLES I SEE STRUCT.IDWGS_ 1" BLOCKING CONT. 2- 2x8 PLATE BOLTED TO CMU WALL SEE STRUCTURAL .DWGS. 8" CONCRETE BLOCK WALL r WITH CORE INSULATION 4 r HORIZ. REINF, 9 EVERY r r r OTHER COURSE. SEE STRUCTURAL DWGS. FOR VERTICAL REINFORCING 4 BOND BEAM LOCATIONS r r r r r �-r fr�rr rrr,-_,_.• r r r r r r r r r r • r r r r r STEEL LINTEL ANGLES SEE STRUCT. DWGS. I I e I i I i I 2 W,4LL SECTION SCALE. 3/4 = V-011 3 UJ LI ,SCION SCALE: 3/4 = I -0 ASPHALT ROOF SHINGLES OVER WATERPROOFING UNDERLAYMENT OVER 5/8" .PLYWOOD SHEATHING SPRAY -ON CELLULAR PLASTIC INSULATION r - CONT. VAPOR ' r r f BARRIER, TYP. ROOF RAFTERS 6 2'-0" O.G. r f r r r r SEE STRUCTURAL DWGS. r r r r r f r r r r r r r r r r ICE 4 WATER SHIELD rrr�rrr_.r r r r r rrr 1" BLOCKING r r r r r r r r ' r .--•rrr.–. r r 3/4" PLYWOODCONT. 2- 2x8 PLATE 2x12 SEE STRUCT. DWt's8. rl f r i 11 BOLTED TO CMU WALL SEE STRUCTURAL DWGS. 5/8" GWB OVER WOOD FURRING CONT. METAL DRIP EDGE 1X4 PTD WOOD TRIM CONT. 2x10 - CUT TO FIT CUT AS NEEDED v METAL GUTTER WOOD BLOCKING 1x6 EXPANDED RIGID PVC TRIM 1x12 EXPANDED RIGID 3 PVC TRIM Ix EXPANDED RIGID PVC TRIM j PVC SOFFIT I Ix4 EXPANDED RIGID PVC TRIM I Ix8 EXPANDED RIGID PVC TRIM 1/2" PLYWOOD BLOCKING CONT. SEALANT 8" CONCRETE BLOCK WALL — WITH CORE INSULATION 4 HORIz. REINF. e EVERY OTHER COURSE. ! SEE STRUCTURAL DMS. FOR VERTICAL REINFORCING 4 BOND BEAM LOCATIONS FINISH FLOOR II THRU WALL FLASHING SEE ROOM FINISH i WITH WEEP HOLES AT SCHEDULE 24 O.C. MAX., TYP. ! FILL CORES SOLID WITH GROUT BELOW FLASHING, TYP. I I = FINISH GRADE SEE CIVIL: DMS. 41 I/2" TO I" RIGID INSUL /'�, BTWN CONC. FOUNDATION �� ,� �• •, �! \ %' `:���i WALL AND CONC. SLAB CAULK JOINT BTWN WALL AND FLOOR, TYP.. TROWEL APPLIED DAMP PROOFING RE INF. CONCRETE FOUNDATION WALL 4 FOOTING d4 SEE STRUCTURAL DWGS. -------------- 2 1/2" RIGID INSULATION FULL HEIGHT INTERIOR e 4 FACE OF FOUND. WALL 4 ° d 2'-0" HORIZ. BELOW CONC. SLAB FULL PEIM. --------------- � UJ��L ,S�C�ION SCALE. 3/4 - I 0 _ _ Ii On 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 487 0999 �lS—jtED ARCII @� 0'Ry J. C,9 pJ o No. 5022 r N I, TON. A YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS WALL SECTIONS scale 3/4"=1'-0" date 06/16/06 drawn by 1A job n0 0507.00 sheet. (i� COPYRIGHT 2005 CARELL GROUP, INC. - ------- - -- ------ i f i/2" TO I" RIGID INSUL. BTWN CONC.`- ' I FOUNDATION WALL r -- - - r-- - I AND CONC. SLAB I it i I I GAULK (JOINT ! CAULK JOINT BTWN I !' -1-------------- _...---- I WALL AND FLOOR, I II CAULK JOINT I- --- ---- - --- -..- ----- --- ------ i TYP. I II! ! BTWN WALL AND CONCRETE PAD ! + iii j SLAB, TYP. _�-------- SE CIVIL DWGS ! --------- ' FINISH FLOOR ! I!!I -�---- _ i-------�------ -- i ------- I -- -- -------- i SEE ROOM FINISH { I SCHEDULE III, I -44 d da. .4' ° ° a 6" THICK CONCRETE SLA5 a 4 OVER 6 MIL POLY VAPOR BARRIER OVER COMPACTED , '�. ,��;. \ '.,:"� ;.. •.:.: �> FILL. SEE STRUCT. DWGS. ... ; '• ° 6THICK CONCRETE SLAB ����� OVER 6 MIL POLY VAPOR TROWEL_ APPLIED `' %': i ;=r'= �,' ✓;\`;'' �' BARRIER OVER COMPACTED DAMP PROOFING 4 4 21-011~ FILL. SEE STRUCT. DWGS. :' ,Y ° REINF. CONCRETE f?r a FOUNDATION WALL 4 FOOTING SEE STRUCTURAL DWGS. it l Q a . 2 1/2" RIGID INSULATION FULL d! HEIGHT INTERIOR FACE OF r a FOUND. WALL 4 2'-0" HORIZ. d d, - - -BELOW CONC. SLAB FULL PEIM_ _ d °. — — — — — — ° --------------- d ------------ a° °d .. 4 --—————— — — — —d' 2 W,4LL SECTION SCALE. 3/4 = V-011 3 UJ LI ,SCION SCALE: 3/4 = I -0 ASPHALT ROOF SHINGLES OVER WATERPROOFING UNDERLAYMENT OVER 5/8" .PLYWOOD SHEATHING SPRAY -ON CELLULAR PLASTIC INSULATION r - CONT. VAPOR ' r r f BARRIER, TYP. ROOF RAFTERS 6 2'-0" O.G. r f r r r r SEE STRUCTURAL DWGS. r r r r r f r r r r r r r r r r ICE 4 WATER SHIELD rrr�rrr_.r r r r r rrr 1" BLOCKING r r r r r r r r ' r .--•rrr.–. r r 3/4" PLYWOODCONT. 2- 2x8 PLATE 2x12 SEE STRUCT. DWt's8. rl f r i 11 BOLTED TO CMU WALL SEE STRUCTURAL DWGS. 5/8" GWB OVER WOOD FURRING CONT. METAL DRIP EDGE 1X4 PTD WOOD TRIM CONT. 2x10 - CUT TO FIT CUT AS NEEDED v METAL GUTTER WOOD BLOCKING 1x6 EXPANDED RIGID PVC TRIM 1x12 EXPANDED RIGID 3 PVC TRIM Ix EXPANDED RIGID PVC TRIM j PVC SOFFIT I Ix4 EXPANDED RIGID PVC TRIM I Ix8 EXPANDED RIGID PVC TRIM 1/2" PLYWOOD BLOCKING CONT. SEALANT 8" CONCRETE BLOCK WALL — WITH CORE INSULATION 4 HORIz. REINF. e EVERY OTHER COURSE. ! SEE STRUCTURAL DMS. FOR VERTICAL REINFORCING 4 BOND BEAM LOCATIONS FINISH FLOOR II THRU WALL FLASHING SEE ROOM FINISH i WITH WEEP HOLES AT SCHEDULE 24 O.C. MAX., TYP. ! FILL CORES SOLID WITH GROUT BELOW FLASHING, TYP. I I = FINISH GRADE SEE CIVIL: DMS. 41 I/2" TO I" RIGID INSUL /'�, BTWN CONC. FOUNDATION �� ,� �• •, �! \ %' `:���i WALL AND CONC. SLAB CAULK JOINT BTWN WALL AND FLOOR, TYP.. TROWEL APPLIED DAMP PROOFING RE INF. CONCRETE FOUNDATION WALL 4 FOOTING d4 SEE STRUCTURAL DWGS. -------------- 2 1/2" RIGID INSULATION FULL HEIGHT INTERIOR e 4 FACE OF FOUND. WALL 4 ° d 2'-0" HORIZ. BELOW CONC. SLAB FULL PEIM. --------------- � UJ��L ,S�C�ION SCALE. 3/4 - I 0 _ _ Ii On 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 487 0999 �lS—jtED ARCII @� 0'Ry J. C,9 pJ o No. 5022 r N I, TON. A YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS WALL SECTIONS scale 3/4"=1'-0" date 06/16/06 drawn by 1A job n0 0507.00 sheet. (i� COPYRIGHT 2005 CARELL GROUP, INC. ASPHALT ROOF SHINGLES OVER WATERPROOFING UNDERLAYMENT OVER 5/8" PLYWOOD SHEATHING SPRAY -ON CELLULAR PLASTIC INSULATION CONT. VAPOR BARRIER,TYP. ROOF RAFTERS a 2'-0" O.C. SEE STRUCTURAL DWGS. ICE 4 WATER SHIELD 13/4" BLOCKING CONT. 2- 2x8 PLATE, BOLTED TO CMU WALL SEE STRUCTURAL DWGS. CONT. METAL DRIP EDGE CONT. 2x10 - CUT TO FIT Ix6 EXPANDED RIGID . PVC TRIM Ix12 EXPANDED RIGID PVC TRIM Ix EXPANDED RIGID PVC TRIM 1x4 EXPANDED RIGID PVC TRIM 1x8 EXPANDED RIGID . PVC TRIM V w ..:......................_ ..... ... i I. ! I < hopkinton, massachusetts L j 3 I I i< is I I i I ° " No. 5022r 3 sro s I i t I a l YARMOUTH, MASSACHUSETTS 5/8" GWB 4 rr rr r r rr rr rr rr r rr BTWN CONC. FOUND. i THRU WALL FLASHING 1 ffr fir ffr� WALL AND GONC. SLA$ rrrrr r CAULK JOINT BTWN -------__-- ; 24" O.G. MAX., TYP. - --- i (rrrr{ rr frr �rr fr r r rjr rrr PLAN A3.1 r r r r r SEE Roots FINISHSCHEDULE rr r rrr r r r r rrrrr rr r d rr r rr, rrr rr r r� rr r rrr � rr; r S' CONCRETE BLOCK WALL WITH CORE: INSULATION 4 HORIZ. REINF. m EVERY OTHER COURSE. SEE STRUCTURAL DWG5. FOR VERTICAL REINFORCING 4 BOND BEAM LOCATIONS THRU WALL FLASHING WITH WEEP HOLES AT 24" O.G. MAX., TYP. FINISH GRADE: SEE CIVIL DWGS,. 4" THICK CONCRETE SLAB OVER 6 MIL, POLY VAPOR BARRIER OVER COMPACTED FILL. SEE STRUCT. DWGS. TROWEL APPLIED DAMP PROOFING REINF. CONCRETE FOUNDATION WALL 4 FOOTING SEE STRUCTURAL DIGS. 2 1/2" RIGID INSULATION FULL HEIGHT INTERIOR FACE OF FOUND. WALL 4 T-0" HORIZ. BELOW CONC. SLAB FULL PEIM. CONT. SEALANT rr rr rr it rr , rr r� `S j 1 hopkinton, massachusetts L j 3 I r t ° " No. 5022r 3 sro s VAPOR BARRIER, TYP. t I a rr r YARMOUTH, MASSACHUSETTS S' CONCRETE BLOCK WALL WITH CORE: INSULATION 4 HORIZ. REINF. m EVERY OTHER COURSE. SEE STRUCTURAL DWG5. FOR VERTICAL REINFORCING 4 BOND BEAM LOCATIONS THRU WALL FLASHING WITH WEEP HOLES AT 24" O.G. MAX., TYP. FINISH GRADE: SEE CIVIL DWGS,. 4" THICK CONCRETE SLAB OVER 6 MIL, POLY VAPOR BARRIER OVER COMPACTED FILL. SEE STRUCT. DWGS. TROWEL APPLIED DAMP PROOFING REINF. CONCRETE FOUNDATION WALL 4 FOOTING SEE STRUCTURAL DIGS. 2 1/2" RIGID INSULATION FULL HEIGHT INTERIOR FACE OF FOUND. WALL 4 T-0" HORIZ. BELOW CONC. SLAB FULL PEIM. CONT. SEALANT rr rr rr it rr , rr r� a rrr j 1 hopkinton, massachusetts rr r rrr j 3 I Stir' .vkD Rry�y� 0RJY � Cy ° " No. 5022r 3 sro rrr rr r VAPOR BARRIER, TYP. a rr r YARMOUTH, MASSACHUSETTS 5/8" GWB 4 rr r — J 1/2" TO I" RIGID INSUL � rr BTWN CONC. FOUND. i THRU WALL FLASHING 1 rr WALL AND GONC. SLA$ ° r CAULK JOINT BTWN -------__-- ; 24" O.G. MAX., TYP. - --- i rr r rrr ACOUSTIC CEILING SEE REFLECTED CEILING ---- ---- - ----- - FINISH GRADE r r rjr rrr PLAN A3.1 ;: r SEE Roots FINISHSCHEDULE rr r rrr rr r d rr r rr r rrr rr r rr r rrr rr r r rr rrr rrr SPRAY -ON CELLULAR rrr PLASTIC INSULATION rr rrr G CONT. VAPOR BARRIER, 1 rr rrr 5/a" GWB rr rrr 1/2" TO I" RIGID INSUL rrr BTWN CONG. FOUNDATION WALL AND CONC. SLAB rrr rrr CAULK JOINT BTWN WALL AND FLOOR, TYP. rr r FINISH FLOOR err SEE ROOM FINISH SCHEDULE .. a uJ 11 S� i�TICN 8" CONCRETE BLOCK WALL WITH CORE INSULATION 4 1/2" TO I" RIGID HORIZ. REINF. Q EVERY INSUL BTWN CONC. OTHER COURSE. FOUNDATION WALL SEE STRUCTURAL DWGS. AND GONG. SLAB FOR VERTICAL REINFORCING CAULK JOINT 4 BOND BEAM LOCATIONS BTWN WALL AND FLOOR, TYP. THRU WALL FLASHING WITH WEEP HOLES AT FINISH FLOOR 24" O.C. MAX., TYP. SEE ROOM FINISH SCHEDULE FINISH GRADE SEE CIVIL DWGS. N d d ° d d ° o I I Co" THICK CONCRETE: SLAB I OVER 6 MIL POLY VAPOR 6 BARRIER OVER COMPACTED FILL. SEE. STRUCT. DWGS. // // // // ,✓ / I I TROWEL APPLIED DAMP PROOFING I I RE INF. CONCRETE ° I . I FOUNDATION WALL 4 FOOTING d I ( SEE STRUCTURAL DIGS. I I 2 1/2" RIGID INSULATION FULL I I HEIG14T INTERIOR FACE OF 9 4 FOUND. WALL 4 T-0" HORIZ. I I BELOW. SLAB FULL PEIM. -------j 1-------- —_----- --- ---- T ----- I I a ° I Q o p V— — — — — — — 2 WALL ,SECTION SCALE. 3!4 - I 0 ASPHALT ROOF SHINGLES OVER WATERPROOFING UNDERLAYMENT OVER 5/8" PLYWOOD SHEATHING ROOF RAFTERS 6 V-011 O.G. SEE STRUCTURAL DUJGS, ICE 4 WATER SHIELD 1 :" ML IBLOCKING —� SEE STRUCT. DUGS. CONT. METAL DRIP EDGE —� CONT. 2x10 - CUT TO FIT METAL GUTTER 1x6 EXPANDED . RIGID PVC TRIM / 1x12 EXPANDED RIGID PVC TRIM Ix EXPANDED RIGID PVC TRIM PVC SOFFIT 1x4 EXPANDED RIGID PVC TRIM 1x8 EXPANDED RIGID .PVC .TRIM 1/2 PLYWOOD BLOCKING / CONT. SEALANT rrr. -... . . . . . . . . . . . . - � r — r r r ,rrr r^.r^.. rrr.---r r rrrr-�-rr. -–---rrrrr– r r - r rrr r — — — — ,---rrrrrrrrrrrrrrrr', .—' r r r- r r r r ,-- - -- r ----- r—rr rr7 7 r� SPRAY -ON CELLULAR PLASTIC INSULATION 311 I I CONT. VAPOR BARRIER, TYP. 1' 6" CONT. 2-2x6 PLATE ■ SEE STRUCT. DWGS. ■ WOOD BLOCKING (4I ■ ■ -- i CLAD DOUBLE:-HU*z W NDOW *5CRE�-N j P60ARD 4" E:XPCASE:D i I FIOER-CEkI ENT SI ING ! rrr r ! r i r KJ :ONT. 2x10 - CO TO FIT I r _ - TA DRI EDGI N ME7�5 IX4 EXPANI J-9 DED IGID --- .-- . -- rr rr PVC ARIM i rrrr rrrr METAL UTTER; a. Ixt2 EXPANDED RIGIp rr PVC TRIM ix EXPANDED RIGID r _ _--_----j PVC TRIM �r PVC SOFFIT r JI Ix4 EXPANDED RIGID rr PVC TRIM rj 1x8 EXPANDED RIGID rrr PVC TRIM — /2" PLYWOOD. BLOCKING �— --� I ! CONT. SEALANT I � 1 I i i I CLAD DOUBLE -HUNG I WINDOW W/SCREEN i a j 1 hopkinton, massachusetts I SPRAY -ON CELLULAR j 3 I Stir' .vkD Rry�y� 0RJY � Cy ° " No. 5022r 3 sro VAPOR BARRIER, TYP. a a YARMOUTH, MASSACHUSETTS 5/8" GWB 4 4. — J 1/2" TO I" RIGID INSUL I rr BTWN CONC. FOUND. i THRU WALL FLASHING 1 rr WALL AND GONC. SLA$ ° uJ 11 S� i�TICN 8" CONCRETE BLOCK WALL WITH CORE INSULATION 4 1/2" TO I" RIGID HORIZ. REINF. Q EVERY INSUL BTWN CONC. OTHER COURSE. FOUNDATION WALL SEE STRUCTURAL DWGS. AND GONG. SLAB FOR VERTICAL REINFORCING CAULK JOINT 4 BOND BEAM LOCATIONS BTWN WALL AND FLOOR, TYP. THRU WALL FLASHING WITH WEEP HOLES AT FINISH FLOOR 24" O.C. MAX., TYP. SEE ROOM FINISH SCHEDULE FINISH GRADE SEE CIVIL DWGS. N d d ° d d ° o I I Co" THICK CONCRETE: SLAB I OVER 6 MIL POLY VAPOR 6 BARRIER OVER COMPACTED FILL. SEE. STRUCT. DWGS. // // // // ,✓ / I I TROWEL APPLIED DAMP PROOFING I I RE INF. CONCRETE ° I . I FOUNDATION WALL 4 FOOTING d I ( SEE STRUCTURAL DIGS. I I 2 1/2" RIGID INSULATION FULL I I HEIG14T INTERIOR FACE OF 9 4 FOUND. WALL 4 T-0" HORIZ. I I BELOW. SLAB FULL PEIM. -------j 1-------- —_----- --- ---- T ----- I I a ° I Q o p V— — — — — — — 2 WALL ,SECTION SCALE. 3!4 - I 0 ASPHALT ROOF SHINGLES OVER WATERPROOFING UNDERLAYMENT OVER 5/8" PLYWOOD SHEATHING ROOF RAFTERS 6 V-011 O.G. SEE STRUCTURAL DUJGS, ICE 4 WATER SHIELD 1 :" ML IBLOCKING —� SEE STRUCT. DUGS. CONT. METAL DRIP EDGE —� CONT. 2x10 - CUT TO FIT METAL GUTTER 1x6 EXPANDED . RIGID PVC TRIM / 1x12 EXPANDED RIGID PVC TRIM Ix EXPANDED RIGID PVC TRIM PVC SOFFIT 1x4 EXPANDED RIGID PVC TRIM 1x8 EXPANDED RIGID .PVC .TRIM 1/2 PLYWOOD BLOCKING / CONT. SEALANT rrr. -... . . . . . . . . . . . . - � r — r r r ,rrr r^.r^.. rrr.---r r rrrr-�-rr. -–---rrrrr– r r - r rrr r — — — — ,---rrrrrrrrrrrrrrrr', .—' r r r- r r r r ,-- - -- r ----- r—rr rr7 7 r� SPRAY -ON CELLULAR PLASTIC INSULATION 311 I I CONT. VAPOR BARRIER, TYP. 1' 6" CONT. 2-2x6 PLATE ■ SEE STRUCT. DWGS. ■ WOOD BLOCKING (4I ■ ■ -- i CLAD DOUBLE:-HU*z W NDOW *5CRE�-N j P60ARD 4" E:XPCASE:D i I FIOER-CEkI ENT SI ING ! rrr r ! r i r KJ :ONT. 2x10 - CO TO FIT I r _ - TA DRI EDGI N ME7�5 IX4 EXPANI J-9 DED IGID --- .-- . -- rr rr PVC ARIM i rrrr rrrr METAL UTTER; a. Ixt2 EXPANDED RIGIp rr PVC TRIM ix EXPANDED RIGID r _ _--_----j PVC TRIM �r PVC SOFFIT r JI Ix4 EXPANDED RIGID rr PVC TRIM rj 1x8 EXPANDED RIGID rrr PVC TRIM — /2" PLYWOOD. BLOCKING �— --� I ! CONT. SEALANT I � 1 I i i I CLAD DOUBLE -HUNG I WINDOW W/SCREEN i 4" THICK CONCRETE SLAB OVER 6 MIL POLY VAPOR BARRIER OVER COMPACTED FILL. SEE STRUCT. DWGS, TROWEL APPLIED DAMP PROOFING REINF. CONCRETE FOUNDATION WALL 4 FOOTING SEE STRUCTURAL DWS5. 21/2" RIGID INSULATION FULL HEIGHT INTERIOR FACE OF FOUND. WALL 4 T-0" HORIZ. BELOW CONC. . SLAB FULL PEIM. d 3 �J�LL S�C�ION SCALE: 314" = i'-0" ASPHALT ROOF SHINCaLE1 OVER WATERPROOFING UNDERLAYMENT OVER 5/8" PLYWOOD SHEATHING WOOD TRUSSES 0 V-0" O.G. SEE STRUCTURAL DWGS: ICE 4 WATER SHIELD 1 3/4" BLOCKING CONT. METAL DRIP EDGE CONT. 2x10 - CUT TO F11 1x6 EXPANDED RIGIC PVC TRIi- 1x12 EXPANDED RIGID PVC TRlr Ix EXPANDED RIGIC PVC TRIr 1x4 EXPANDED RIGIC PVC TRIC` 1x8 EXPANDED RIGIC PVC TRIr TORSION SPRING COUNTERBALANCE LINTEL SEE STRUCT. DUGS. 2- 5/8" FC GWB ON WOOD FURRING e 16" O.C. MAX. 2" THICK INSULATED OVERHEAD DOOR OVERHEAD DOOR HANGER TRACK 4 GUIDE RAILS STOP MOLDING WITH --_ WEATHER-STRIPPING • I X I X 1/4" GAL. STEEL ANGLE FULL WIDTH OF DOOR AND ----- i DETERMINED EACH END TO FACE END TO FACE OF EXTERIOR WALL FINISH FLOG ----- SEE ROOM FINISH GRADE :FINISH SEE: CIVIL DWGS. SCHEDULE: ° d a qd . d d d ° d ° 4 CAULK JOINT 6" THICK CONCRETE SLAB\\\ OVER 6 MIL POLY VAPOR BARRIER OVER COMPACTED FILL. SEE STRUCT. DWGS. d ° / 21-011 TROWEL APPLIED .4 d DAMP PROOFING ° RE INF. CONCRETE FOUNDATION WALL 4 FOOTING SEE STRUCTURAL DWGS. 2 1/2" RIGID INSULATION FULL HEIGHT INTERIOR a .LJa FACE OF FOUND. WALL 4 4 , d ° 2'-0" WORM BELOW GONG. ° ° . ° SLAB FULL PEIM. °° a a � UJ�LL ,S�C�ION SCALE. 3/4 - 1 (d j 1 hopkinton, massachusetts I SPRAY -ON CELLULAR j 3 I Stir' .vkD Rry�y� 0RJY � Cy PLASTIC INSULATION " No. 5022r 3 sro VAPOR BARRIER, TYP. YARMOUTH TIRE STATION c3 YARMOUTH, MASSACHUSETTS 5/8" GWB scale 3/4"=1'-0" date 06/16/06 — J 1/2" TO I" RIGID INSUL I rr BTWN CONC. FOUND. i THRU WALL FLASHING 1 rr WALL AND GONC. SLA$ I WITH WEEP HOLES AT CAULK JOINT BTWN -------__-- ; 24" O.G. MAX., TYP. - --- i rr WALL AND FLOOR, TYP. ---- ---- - ----- - FINISH GRADE r r FINISH FLOOR I SEE CIVIL OWLS. ;: r SEE Roots FINISHSCHEDULE d 4" THICK CONCRETE SLAB OVER 6 MIL POLY VAPOR BARRIER OVER COMPACTED FILL. SEE STRUCT. DWGS, TROWEL APPLIED DAMP PROOFING REINF. CONCRETE FOUNDATION WALL 4 FOOTING SEE STRUCTURAL DWS5. 21/2" RIGID INSULATION FULL HEIGHT INTERIOR FACE OF FOUND. WALL 4 T-0" HORIZ. BELOW CONC. . SLAB FULL PEIM. d 3 �J�LL S�C�ION SCALE: 314" = i'-0" ASPHALT ROOF SHINCaLE1 OVER WATERPROOFING UNDERLAYMENT OVER 5/8" PLYWOOD SHEATHING WOOD TRUSSES 0 V-0" O.G. SEE STRUCTURAL DWGS: ICE 4 WATER SHIELD 1 3/4" BLOCKING CONT. METAL DRIP EDGE CONT. 2x10 - CUT TO F11 1x6 EXPANDED RIGIC PVC TRIi- 1x12 EXPANDED RIGID PVC TRlr Ix EXPANDED RIGIC PVC TRIr 1x4 EXPANDED RIGIC PVC TRIC` 1x8 EXPANDED RIGIC PVC TRIr TORSION SPRING COUNTERBALANCE LINTEL SEE STRUCT. DUGS. 2- 5/8" FC GWB ON WOOD FURRING e 16" O.C. MAX. 2" THICK INSULATED OVERHEAD DOOR OVERHEAD DOOR HANGER TRACK 4 GUIDE RAILS STOP MOLDING WITH --_ WEATHER-STRIPPING • I X I X 1/4" GAL. STEEL ANGLE FULL WIDTH OF DOOR AND ----- i DETERMINED EACH END TO FACE END TO FACE OF EXTERIOR WALL FINISH FLOG ----- SEE ROOM FINISH GRADE :FINISH SEE: CIVIL DWGS. SCHEDULE: ° d a qd . d d d ° d ° 4 CAULK JOINT 6" THICK CONCRETE SLAB\\\ OVER 6 MIL POLY VAPOR BARRIER OVER COMPACTED FILL. SEE STRUCT. DWGS. d ° / 21-011 TROWEL APPLIED .4 d DAMP PROOFING ° RE INF. CONCRETE FOUNDATION WALL 4 FOOTING SEE STRUCTURAL DWGS. 2 1/2" RIGID INSULATION FULL HEIGHT INTERIOR a .LJa FACE OF FOUND. WALL 4 4 , d ° 2'-0" WORM BELOW GONG. ° ° . ° SLAB FULL PEIM. °° a a � UJ�LL ,S�C�ION SCALE. 3/4 - 1 (d © COPYRIGHT 2005 CARELL GROUP, INC. 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 Stir' .vkD Rry�y� 0RJY � Cy " No. 5022r 3 sro MA T'� E YARMOUTH TIRE STATION c3 YARMOUTH, MASSACHUSETTS WALL SECTIONS scale 3/4"=1'-0" date 06/16/06 drawn by IA fob no 0507.00 sheet 0 0 © COPYRIGHT 2005 CARELL GROUP, INC. 5 A5.9 T�'F:`E CLAD DOUBLE -HUNG WOOD WINDOW WITH SCREEN in Tr=E O CLAD FIXED WOOD WINDOW Ln 10 I 8" CONCRETE BLOCK A5.9 WALL W/CORE INSUL. 4 HORIZ, REINF.6 EVERY OTHER COURSE SEE STRUCT. DW55. FOR VERTICAL REINF, it BOND BEAM LOCATIONS CLAD DOUBLE -HUNG WOOD WINDOW CONT. SEALANT 4 WITH SCREEN BACKER ROD FULL PERIMETER Ti -FE Q-) CLAD FIXED WOOD WINDOW -1 A5.9 80 8" M.O. ----...-_--------.-.._:.._----- ffJ / -1 \ 3 ;45.9 T�-F CLAD FIXED WOOD WINDOW W/ HORIZON. JOINING MULLIONS SEE MECH. DWGS FOR DIMS. i� T�'PE ALL LOUVERS AND VENTS ARE BAKED ENAMEL FINISH, CALOR TO BE SELECTED BY ARCHITECT. DCMU WINDOW SILL BELOW EXTERIOR CLAD DOUBLE -HUNG WINDOW WITH SCREEN, TYP. VERTICAL JOINING MULLION WHERE APPLIES EXTERIOR CLAD DOUBLE -HUNG WINDOWS W/ FULL SCREEN 5/8" GWB OVER 3 5/8" METAL STUDS 16" O.C. MAX J SPRAY -ON CELLULAR / PLASTIC INSULATION ((( / CONT. VAPOR ((( BARRIER, TYP. 2X6" HEADER y Y ACOUSTIC CEILING 3/4" OAK TRIM FULL PERIMETER NOTE: iF WOOD CASING FIRST FLOOR ONLY ji 2 1/2" ii i Ij 1 IUINIDOUJ MEAD E)ETAIL A5.9 SCALE: 3" = 1'-O" CONT. SEALANT 4 BACKER ROD FULL PERIMETER 8. SOLID DCMU SILL, TYP WEEP HOLES 2'-0" O.C. THRU-WALL METAL FLASHING W/ DRIP EDGE 2 WINDOW JAMB I)ETAIL 5: SCALE: 3" = 1'-0" SPRAY -ON CELLULAR PLASTIC INSULATION CONT. VAPOR BARRIER, TYP. 5/8 GW5 OVER 3 5/5 METAL STUDS a 16" O.G. MAX. WOOD BLOCKING )D CASING qT. SEALANT 4 XER ROD FULL ZIMETER IE OF WINDOW .L dE OF WOOD ,RON BELOW WOOD SHIM 4 WOOD BLOCKING WOOD SILL W/ EASED EDGES 2X WOOD BLOCKING v o. D' o 0 /4 1 WOOD CASING SPRAY -ON CELLULAR PLASTIC INSULATION I(/ CONT. VAPOR BARRIER, TYP. J 5/8" GWB OVER / 3 5/8" METAL STUDS g 16" O.C. MAX 3 WINDOW 51LL DETAIL GMM 5. SCALE: 3" = 1'-0" PVC TRIM 1x8 EXPANDED RIGID PVC TRIM 1/2" PLYWOOD BLOCKING MOISTURE -BARRIER PAPER AROUND ROUGH OPENING 4 EXTENDING 6"10 EACH SIDE CONT. SEALANT 4 BACKER ROD FULL PERIMETER EXTERIOR CLAD DOUBLE HUNG WINDOW W/ SCREEN UJINDOW HEAD DETAIL 5.9 SCALE: 3" = I'-0" BUILDING WRAP OVER z" EXT. GRADE PLYWOOD SHEATHING FIBER -CEMENT 51DING CONT. SEALANT " EXPANDED RIGID PVC TRIM MOISTURE -BARRIER PAPER AROUND ROUGH OPENING 4 EXTENDING 6 TO EACH SIDE CONT. SEALANT 4 BACKER ROD FULL PERIMETER _ m EXTERIOR CLAD DOUBLE HUNG WINDOW W/SCREEN WINDOW SILL BELOW VEF SPRAY -ON CELLULAR PLASTIC INSULATION CONT. VAPOR BARRIER, TYP. 2x6 STUDS SEE STRUCT. DWGS. CONT. SEALANT 4 BACKER ROD FULL PERIMETER WINDOW SILL BELOW WINDOW JAMS I)ETAIL 5.9 SCALE: 3" : 1'-0" EXTERIOR CLAD DOUBLE HUNG WINDOW W/ SCi EEN . i CONT: SEAL I NT 4 --.--.,---BACKER-RODLEuLL-=-----.---- PERIMETER —� OISTURE-BARRIER PAPER i " WOOD SHIM �ROt ND ROUGH OPENING 4 _ I. (TENDING 670 EACH SIDE a' WOOD SILL EXPANDED RIGID PVC TRIM - �__ 2X6" WOOD STUDS - - - L------ 16" O.C. MAX ��I-��-----------�- SPRAY -ON CELLULAR BUILDING U1RAP PLASTIC INSULATION OVER 1/2 EXT. GRADE (' PLYWOOD SHEATHING I CONT. VAPOR j BARRIER, TYP. FIBER -CEMENT SIDING I! II II WINDOW 51LL DETAIL WOOD FIRAMING SCALE: 3" = 1'-0" 121' CONCRETE. BLOCK WALL W/CORE IN5UL- 4 HdIRIZ. REINF, a EVERY (OTHER COURSE SEE STRUCT. DWGS. FOR VERTICAL REINF. g BONb BEAM LOCATIONS i I I 5FCMU TYPE 02 j WEEP HOLES g T-0 ' O.C. I - j THRU-WALL METAL FLA THING W/ DRIP EDGE 6TEEL LINTEL ANGLE SEE STRUCT. DWG5. I CONT. SEALANT 4 j BACKER ROD FULL I PERIMETER WOOD SHIM t I j STEEL ANGLE ANCHOR- FULL PERIMETER LpUVER W/ OVERLAP WALL FLANGE 4SCREEN 12" CONCRETE BLC WITH CORE INSU HORIZ. RE INF OTHER CONT SE BACKEF LOU) STEEL ANG FULL DCMU SILL 2 1/20 LOUVEfR HEAD C)ETAIL V5,,V SCALE: 3" s LOUVER JAMS [)ETAIL - 5 9 SCALE: 3" = 1'-0" j LIOUVER W/ OVERLAP j WALFLANGE 4 SCREEN ' LOUVER FRAME I 2'-8" 8.. M.O. STEEL AtW ANCHOR -� M.O. I FULL PERIMETER I A5.9 1 I CONT. SEALANT 4 A5.9 PERIMETER I a" Co NCRETE BLOCK SOLID DCMU, TYP j I I WEEP HOLES I I I . ....... T -O" O.G. j j ....... .. I I FLASHING W/ WALL W/GORE IN . T.4 _ 4H ORIZ REINF ID EVERY ._' - .. _' - OTHER COURSE SEE ............ 5TRUCT DWGS. FOR VERTICAL REINF. Q BOND BEAM LOCATIONS 2 2 SFCMU TYPE #2 _ A5.9 A5.9 STEEL LINTEL ANGLE SEE STRUCT. DUKES. 3 3 WEEP HOLES m 2'-0 ' O.G. — A5.9 A5.9 THRU-WALL METAL FLASHING W/ T'�I= DRIP EDGE — CONT. SEALANT 4 CLAD DOUBLE -HUNG WOOD WINDOW CLAD DOUBLE -HUNG WOOD WINDOW BACKER ROD FULL WITH SCREEN WITH SCREEN PERIMETER --' EXTERIOR CLAD DOUBLE -HUNG WINDOW WITH 61I (it 31-411 (oil 2'-8" (oil SCREEN, TYP. -� 5 A5.9 T�'F:`E CLAD DOUBLE -HUNG WOOD WINDOW WITH SCREEN in Tr=E O CLAD FIXED WOOD WINDOW Ln 10 I 8" CONCRETE BLOCK A5.9 WALL W/CORE INSUL. 4 HORIZ, REINF.6 EVERY OTHER COURSE SEE STRUCT. DW55. FOR VERTICAL REINF, it BOND BEAM LOCATIONS CLAD DOUBLE -HUNG WOOD WINDOW CONT. SEALANT 4 WITH SCREEN BACKER ROD FULL PERIMETER Ti -FE Q-) CLAD FIXED WOOD WINDOW -1 A5.9 80 8" M.O. ----...-_--------.-.._:.._----- ffJ / -1 \ 3 ;45.9 T�-F CLAD FIXED WOOD WINDOW W/ HORIZON. JOINING MULLIONS SEE MECH. DWGS FOR DIMS. i� T�'PE ALL LOUVERS AND VENTS ARE BAKED ENAMEL FINISH, CALOR TO BE SELECTED BY ARCHITECT. DCMU WINDOW SILL BELOW EXTERIOR CLAD DOUBLE -HUNG WINDOW WITH SCREEN, TYP. VERTICAL JOINING MULLION WHERE APPLIES EXTERIOR CLAD DOUBLE -HUNG WINDOWS W/ FULL SCREEN 5/8" GWB OVER 3 5/8" METAL STUDS 16" O.C. MAX J SPRAY -ON CELLULAR / PLASTIC INSULATION ((( / CONT. VAPOR ((( BARRIER, TYP. 2X6" HEADER y Y ACOUSTIC CEILING 3/4" OAK TRIM FULL PERIMETER NOTE: iF WOOD CASING FIRST FLOOR ONLY ji 2 1/2" ii i Ij 1 IUINIDOUJ MEAD E)ETAIL A5.9 SCALE: 3" = 1'-O" CONT. SEALANT 4 BACKER ROD FULL PERIMETER 8. SOLID DCMU SILL, TYP WEEP HOLES 2'-0" O.C. THRU-WALL METAL FLASHING W/ DRIP EDGE 2 WINDOW JAMB I)ETAIL 5: SCALE: 3" = 1'-0" SPRAY -ON CELLULAR PLASTIC INSULATION CONT. VAPOR BARRIER, TYP. 5/8 GW5 OVER 3 5/5 METAL STUDS a 16" O.G. MAX. WOOD BLOCKING )D CASING qT. SEALANT 4 XER ROD FULL ZIMETER IE OF WINDOW .L dE OF WOOD ,RON BELOW WOOD SHIM 4 WOOD BLOCKING WOOD SILL W/ EASED EDGES 2X WOOD BLOCKING v o. D' o 0 /4 1 WOOD CASING SPRAY -ON CELLULAR PLASTIC INSULATION I(/ CONT. VAPOR BARRIER, TYP. J 5/8" GWB OVER / 3 5/8" METAL STUDS g 16" O.C. MAX 3 WINDOW 51LL DETAIL GMM 5. SCALE: 3" = 1'-0" PVC TRIM 1x8 EXPANDED RIGID PVC TRIM 1/2" PLYWOOD BLOCKING MOISTURE -BARRIER PAPER AROUND ROUGH OPENING 4 EXTENDING 6"10 EACH SIDE CONT. SEALANT 4 BACKER ROD FULL PERIMETER EXTERIOR CLAD DOUBLE HUNG WINDOW W/ SCREEN UJINDOW HEAD DETAIL 5.9 SCALE: 3" = I'-0" BUILDING WRAP OVER z" EXT. GRADE PLYWOOD SHEATHING FIBER -CEMENT 51DING CONT. SEALANT " EXPANDED RIGID PVC TRIM MOISTURE -BARRIER PAPER AROUND ROUGH OPENING 4 EXTENDING 6 TO EACH SIDE CONT. SEALANT 4 BACKER ROD FULL PERIMETER _ m EXTERIOR CLAD DOUBLE HUNG WINDOW W/SCREEN WINDOW SILL BELOW VEF SPRAY -ON CELLULAR PLASTIC INSULATION CONT. VAPOR BARRIER, TYP. 2x6 STUDS SEE STRUCT. DWGS. CONT. SEALANT 4 BACKER ROD FULL PERIMETER WINDOW SILL BELOW WINDOW JAMS I)ETAIL 5.9 SCALE: 3" : 1'-0" EXTERIOR CLAD DOUBLE HUNG WINDOW W/ SCi EEN . i CONT: SEAL I NT 4 --.--.,---BACKER-RODLEuLL-=-----.---- PERIMETER —� OISTURE-BARRIER PAPER i " WOOD SHIM �ROt ND ROUGH OPENING 4 _ I. (TENDING 670 EACH SIDE a' WOOD SILL EXPANDED RIGID PVC TRIM - �__ 2X6" WOOD STUDS - - - L------ 16" O.C. MAX ��I-��-----------�- SPRAY -ON CELLULAR BUILDING U1RAP PLASTIC INSULATION OVER 1/2 EXT. GRADE (' PLYWOOD SHEATHING I CONT. VAPOR j BARRIER, TYP. FIBER -CEMENT SIDING I! II II WINDOW 51LL DETAIL WOOD FIRAMING SCALE: 3" = 1'-0" 121' CONCRETE. BLOCK WALL W/CORE IN5UL- 4 HdIRIZ. REINF, a EVERY (OTHER COURSE SEE STRUCT. DWGS. FOR VERTICAL REINF. g BONb BEAM LOCATIONS i I I 5FCMU TYPE 02 j WEEP HOLES g T-0 ' O.C. I - j THRU-WALL METAL FLA THING W/ DRIP EDGE 6TEEL LINTEL ANGLE SEE STRUCT. DWG5. I CONT. SEALANT 4 j BACKER ROD FULL I PERIMETER WOOD SHIM t I j STEEL ANGLE ANCHOR- FULL PERIMETER LpUVER W/ OVERLAP WALL FLANGE 4SCREEN 12" CONCRETE BLC WITH CORE INSU HORIZ. RE INF OTHER CONT SE BACKEF LOU) STEEL ANG FULL DCMU SILL 2 1/20 LOUVEfR HEAD C)ETAIL V5,,V SCALE: 3" s LOUVER JAMS [)ETAIL - 5 9 SCALE: 3" = 1'-0" j LIOUVER W/ OVERLAP j WALFLANGE 4 SCREEN ' LOUVER FRAME I STEEL AtW ANCHOR I FULL PERIMETER I WOOD SHIM j 1 I CONT. SEALANT 4 BACKER ROD FULL PERIMETER I SOLID DCMU, TYP j I I WEEP HOLES I I I T -O" O.G. j j l THRU-WALL METAL I I FLASHING W/ DRIP EDGE g LOUVER 51LL LDETAIL 5,3 SCALE: 3" auk 85 main street hopkinton, massachusetts tel. 508 497 0909. fax 508 497 0999 ro.5022 YARMOUTH FIRE STATION c3 YARMOUTH. MASSACHUSETTS WINDOW & LOUVER SCHEDULES & WINDOW DETAILS scale AS NOTED date 06/16/06 drawn by [ job no 0507.00 ShBO[ ..A5 9 © COPYRIGHT 2005 CARELL GROUP, INC. ATTIC FLOOR �— 5/8" GWB OVER 3.5/8" METAL STUDS '�J m 16" O.C. MAX. CONT SEALANT RUBBER TREADS, RISERS AND. LANDING OVER 2 LAYERS OF4" TkG PLYWOOD GLUED AND SCREWED TO WOOD FRAMING 2 LAYERS OF 3/4" PLYWOOD AT EACH RUBBER TRI=ADS; RISI=RS AND LANDINGS TREAD. NOSINGS SHALL BE VERTICAL OVER 2 LAYERS OF 3/4" TTG PLYWOOD a d 1/2" PLYWOOD RISER GLUED AND SCREWED TO WOOD FRAMING RUBBER SKIRT TO MATCH TREADS d" x12" MICROLAM STRINGERS r AT 12" O.G. MAX. - SEE STRUCTURAL DRAWINGS FOR DESIGN LOADS FOR WOOD - 2 LAYERS OF (2)1-3/4" x 12" ML X Q - /- -� � � - = ' 1" -� � 5/8" FG GUJB, TYP. 6 STAIRS SEB STRUCTURAL DRAWINGS 54 ASSEMBLY RATING, N HP, - - /- f , - - - - _- 13/4"0" ML STRINGERS AT 12" OC MAX TWO LAYERS OF 2 LAYERS OF 5/8" FC GWB_OVER L4" BASE. SEE CONT 2x4 BLOCKING SECURED 5/8" PC GWB ON 1X3" FURRING, TYP. 9 STAIRS WOOD FURRING, TYP a STAIRS RM FIN SCHED t0 FLOOR TYPICAL 1 001 5TAIR 5ECTION ? T fC L WOOL), FAIR T IL 3 TYPICAL WOOD FAIR DETAIL 5.isa SCALE- 1-U2 - 1'-0" 5.1� SCALE:1-1/2 �� 5.1� SCALE. I i/2 . I m ASPHALT ROOF SHINGLES OVER ASPHALT ROOF SHINGLES OVER WATERPROOFING UNDERLAYMENT OVER 5/8" PLYWOOD SHEATHING CONT. METAL DRIP EDGE 1x6" EXPANDED RIGID PVC TRII` 1x12" EXPANDED RIGID PVC TRII' 1x4 EXPANDED RIGID PVC TRIP 1x8 EXPANDED RIGID PVC TRIP 1x6 EXPANDED RIGID PVC TRIP 1x12 EXPANDED RIGID PVC TRII 1x4 EXPANDED RIGID PVC TRII Ix8 EXPANDED RIGID PVC TRII SFcr SEE EXT. ELE` 5 GAE3LE RETURN ELEVATION 5.1 SCALE: P = 1'-0" " THICK INSUL >.H. DOOR :ONT. VINYL BATHER -STRIPPING /8x4 EXPANDED RIGip PVC TRIM R JAM� 1DI=T,�IL Ai�FARATU5 ROOM WATERPROOFING UNDERLAYMENT OVER 5/8" PLYWOOD SHEATHING ICE AND WATER SHIELD CONT. METAL DRIP EDGE 1x6" EXPANDED RIGID PVC TRIM 14" EXPANDED. RIGID PVC TRIM CONT. 2x10 BLOCKING PVC SOFFIT 1x4 EXPANDED RIGID PVC TRIM, 5/4"x8 EXPANDED RIGID PVC TRIM i" PLYWOOD BLOCKING ALUMINUM FLASHING WITH HOLD DOWN CLIPS OVER 5/8" PLYWOOD SHEATHING 1x6 EXPANDED RIGID PVC TRIM Ix12 EXPANDED RIGID PVC TRIM CONT. 2x10 BLOCKING PVC SOFFIT WOOD BLOCKING 1x4 EXPANDED RIGID PVC TRIM 1x8 EXPANDED RIGID PVC TRIM 1/2" PLYWOOD BLOCKING CONT. SEALANT 8" CONCRETE BLOCK WALL U, GORE INSUL. It HORIZ. 0EIN1. 9 EVERY OTHER COURSE SEE STRUCT. DUJGS. ( G1,45LE RETURN SECTION 6" BOLTS AT 24" O.C. STAGGERED TO STL ANGLE W11/2" DIA EXP Pt. WOOD BLOCKING SECURED SCALE: 1-1/2" = 1'-0" 12" CONCRETE BLOCK WALL W/ CORE INSUL. E HORIZ. REINF. EVERY OTHER COURSE SEE STRUCT. DW35. THRU WALL FLASHING WITH WEEP HOLES AT 2'-0" OC MAX METAL STEP FLASHING - W/ END DAM `r ASPHALT ROOF SHINGLES OVER BLDG FELT OVER PLYWOOD SHEATHING ICE AND WATER SHIELD eO r T''FICAL STEL' FLASKING DETAIL SCALE: 1-1/2" RII)GE VENT IDETAIL 5.10 SCALE: I" = 1'-0" k CONTINUOUS "SHINGLE OVER" RIDGE VENT ASPHALT ROOF SHINGLES OVER WATER PROOFING t 5/8" EXTERIOR GRADE PLYWD. PLYWD SHEATHING NAILED. TO ROOF FRAMING ONE PIECE METAL VENT PIPE FLASHING LAP INSIDE OF PIPE 2" MIN. SHINGLE ROOFING SYSTEM LINE OF RAFTER OR TRUSS FRAMING VENT PIPE SIZE VARIES. SEE MECH/PLUMB DWGS FOR SIZE AND LOCATIONS $ TNT PIPE FLA5I-IING AT 5LOPEID ROOF 5.10 SCALE: 1" = 1'-0" 5/8" Go OVER CONT. VAPOR BARRIER, TYP. 3 5/8" METAL STUDS SPRAY -ON CELLULAR PLASTIC INSULATION a I; f� '1 1 tl CMU WALL I SEALANT, BOND BREAKER, CONTROL JOINT FILLER s i 151 . Ll :I i i, � a 1z . CORNER CONTROL JOINT SCALE. 1-1/2" = I'-0" 3° 11/2 STEEL HANDRAIL 1 1/2" D 2AIL WALL BRACKET STEEL PLATE 'ANDAL PROOF BOLTS TYPICAL HANDRAIL [DETAIL SCALE: IY/2" = I'-0° BOND BREAKER SEALANT (COLOR 15Y ARCHITECT) CONTROL JOINT FILLER 3/4" OAK WOOD CAP 1/4" OAK WOOD BLOCKING 8" CMW GROUT SOLID GREY IRON FRAME WITH GREY IRON SLOTTED GRATE WITH HOLD-DOWN DEVICES AND ANCHORING BOLTS CONCRETE FLOOR SLAB FMBOD TRENCH DRAIN RETE PRECAST, PR -SLOPED POLYMER CONCRETE TRENCH DRAIN ALIGNMENT CHAIR 04 REBAR, 2 PER CHAIR DETAIL @ TRENCH DRAIN 5CALE:1-1/2" -- 1'-m" 1U WALL 'RAY -ON CELLULAR -ASTIC INSULATION ANT. VAPOR BARRIER TYR 18" GWB OVER 5/8" METAL STUDS STRAIGHT WALL CONTROL JOINT . SCALE: 1-1/2" = V-0" CD) 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 .5 22�"' YARMOUTH FIRE .STATION a3 YARMOUTH, MASSACHUSETTS BUILDING DETAILS scale AS NOTED date 06/16/06 drawn by 1A job no 0507.00 sheet 0 0 © COPYRIGHT 2005 CARELL GROUP, INC. 5/8" GWB - 6"METAL STUDS �16"OC- 5/8" GWB - 1/8" FURRING CHANNEL - tt -I/8" FURRING CHANNEL - HSS COLUMN SIZE VARIES SEE STRUCTURE D11,66 - METAL CORNER BEAD, TYP. 2 1/2" METAL STUDS - 5/8" GWB 3 5/8" METAL STUDS 16" OC 5/8" GWB METAL CORNEF BEAD, TYi= 2 1/2" METAL STUDS HSS COLUMN SIZE VARIES SEE STRUCT. DUGS l 1/4" 4 1/8" 5/8" GWB 4 1/2" 4 7/8" 3 5/8" METAL STUDS X16"OC� �✓/8" GWB METAL CORNER BEAD, TYP. 2 1/2" METAL STUDS HSS COLUMN SIZE VARIES SEE STRUCT. DWGS 1 1/2" FURRING CHANNEL 2 LAYERS OF 5/8" FC GWB BOTH SIDES OF STUDS 3 5/8" METAL STUDS 16" OC 5/8" FC GWB METAL CORNER BEAD, TYP. 2 1/2" METAL STUDS 1/8" FURRING CHANN L r HSS COLUMN SIZE VARIES SEE STRUCTURE DWGS PLAN pEl'AILS 0F STEEL COLUMN ,41' INTERIOR WALLS SCALE: 11/2" = 1'-0" IN 2 CEILING PATCP DETAIL 5.1 SCALE: 11/2" = I'011 5 12 1/2" PVC BOARD.OVER- HOUSEWRAP OVER 1/2" PLYWOOD SHEATHING OVER 2x4 WOOD STUDS AT 16". OC MAX Ix4 PTD PVC TRIM CUT TO RAD IU 1/2" PVC BOARD OVER HOUSEWRAP OVER 1/2" PLYWOOD SHEATHING OVER 2x4 WOOD STUDS AT 16" OC MAX LINE OF FLASHING }--i.--,- -! - -' ONT SOFFIT VENT j i I FULL PERIMETER 1/2" PVC BOA 2'\49" 2x6 FULL PERIM j 2x8 WOOD FRAMING / CUT TO SLOPE ELEVATION GUPOLA DETAIL SCALE: 3/4" = 1'-0" . L -1'-011x1'-0" . � VENT OPENING 5ECTION ---ASPHALT ROOF SHINGLES OVER BLDG FELT OVER 5/8" PLYWOOD SHEA2x6 RAFTERS AT `16" OC MAX --2x6 CEILING RAFTERS AT 16" OC MAX CONT METAL DRIP EDGE 1x6 PTD PVC TRIM —1/2" PVC SOFFIT (PTD) M 1x6 PTD PVC TRIM —FULLY ADHERED MEMBRANE ROOFING OVER 3/4" PLYWD DECKING INSTALL CRICKETS AT INTERIOR CORNERS FOR DRAINAGE 2x WOOD BLOCKING CONT METAL FLASHING WITH HOLD-DOWN CLIPS x3 PTD PVC TRIM CONT PTD WOOD CROWN - MOULDING CONT FLASHING FULL PERIMETER /ASPHALT ROOF SHINGLES OVER BLDG FELT �-OVER 5/8 PLYWOOD SHEATHING ALTERNATE NO 3 4. i 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 �4S.�E�tED ARCh�TF CJ �4 CRY J. ctp C> o. X022 130 M � , YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS BUILDING DETAILS sca1e AS NOTED date 06/16/06 drawn by 1A job no 0507.00 sheet A 5 O 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 �\SRED ARH'TF �ov,v J. . r . No. 5022 BOSTCVN, ty' YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS BUILDING DETAILS scale AS NOTED date 06/16/06 drawn by IA job no 0507.00 sheet A 50 0 0 © COPYRIGHT 2005 CARELL GROUP, INC. LE DOOR� �� ��� 5EE ELECTRICAL DRAWINGS FOR ELECtRIC STRIKE LOCATIONS � � FiN15P 5CHE��,} (ALL DOORS WITH SYMBOL ES E CR REQUIRE.AN ELECTRIC StRIKE) cr AM r-: 12EMARKSNn ROOM NAME FLOOR BASS IWALLS NO, I FROM ROOM AALL FIRST FLOOR pOOiz 101 EXTERIOR I H/4izp 102 LOBBY 100 --t- - -- �-{- CONT. SEALANT 103 LOBBY 100 PTD GWB/CT WNSCT 104 LOBBY 100 I I I FULL PERIMETER 105 CORRIDOR 103 M �� 106 CORRIDOR 103 STEEL KICK PLATES ON PUSH SIDE vCT VINYL 101 DINING 105 51ZE 108 CORRIDOR 108 VINYL PTD GWB ACT 109 CORRIDOR 103 VCT VINYL PTD GWB 110 CORRIDOR 103 111 CORRIDOR 109 PTD GWB 112 FEMALE LOCKERS Ill 113 FEMALE TOIL. SHR. 110 PTD GWB 100 LOBBY 114 CORRIDOR 109 VINYL 115 CORRIDOR 109 VCT 116 CORRIDOR 109 ALUM 111 BUNK 114 ALUM. STOREF., INSUL, TEMP. GLASS, THRESHOLD 118 BUNK 115 0 101 119 CORRIDOR 109 120 CORRIDOR 109 ALUM/GL 121 VEST. 116 LOBBY 100 122 VEST. 116 VINYL PTD GWB ACT 123 CORRIDOR 111 UNDERCUT DOOR, MARBLE THRESHOLD, K 124 BUNK 118 102 125 CORRIDOR 111 H/C TOILET 101 126 OFFICE 119 WD I HM 121 CORRIDOR 111 PTD GWB 128 MALE TOIL. $HR 121 103 129 MALE LOCKERS 122 PTD CMU/GWB 130 CORRIDOR 111 131 CORRIDOR 123 3'-0" X 1'-0" X 1 3/4" 132 STORAGE 126 2 133 APPARATUS 121 9 134 ,APPARATUS 121 135 APPARATUS 121 ROOM 136 APPARATUS 121 131 APPARATUS 121 PTD GWB . 138 APPARATUS 121 C 139 APPARATUS 121 HM 140 WORK SHOP 131 THRESHOLD, K 141 APPARATUS 121 105 142 APPARATUS 121 PTD CMU 143 APPARATUS 121 144 APPARATUS 121 31-011 X 11-011 X 13/411 145 APPARATUS 121 I HM 146 CORRIDOR 135 S. CONC. 141 CORRIDOR 108 KITCHEN 2 HR RATED 148 CORRIDOR 135 PTD CMU 149 APPARATUS 121 S. CONC. 150 1=MS CENTRAL SUPPLY 129 3'-0" X 1'-011 X 13/4" ATTIC WD I 200 STAIR *1 201 STAIR *2 PTD CMU 202 STORAGE 202 S. CONC: 203 STORAGE 202 PTD GWB 204. STORAGE', 202 ROOM AALL TILE TILE pOOiz PTD CMU/GWB ACT I H/4izp ACT K. DOORS TO RECEIVE 10" STAINLESS --t- - -- �-{- CONT. SEALANT CT CT PTD GWB/CT WNSCT ACT T"rFE I I I FULL PERIMETER � �� VINYL M �� RATING -WARE STEEL KICK PLATES ON PUSH SIDE vCT VINYL FIRST FLOOR �O 51ZE 1 � , CPT VINYL PTD GWB ACT VCT VINYL PTD GWB ACT VCT VINYL PTD GWB ACT S CPT VINYL PTD GWB 100 LOBBY VCT VINYL PTD GWB VCT VINYL G ALUM 12 ALUM. STOREF., INSUL, TEMP. GLASS, THRESHOLD GT 0 101 H/C TOILET . E ALUM/GL PTD GWB ACT LOBBY 100 3'-011 X 1'-011 X 13/4" CPT VINYL PTD GWB ACT 2 HR 6 UNDERCUT DOOR, MARBLE THRESHOLD, K CT PTD GWB/CT WINSGT 102 RADIO ROOM H/C TOILET 101 3'-0" X 1'-0" X 1 3/4" F WD I HM CPT VINYL PTD GWB ACT 2 HR RATED 103 CORRIDOR VINYL PTD CMU/GWB ACT VCT STAIR *1 3'-0" X 1'-0" X 1 3/4" C S 2 HM 2 HR 9 THRESHOLD, K S 104 DAY ROOM ACT S CPT VINYL PTD GWB . CORRIDOR 103 3'-0" X 1'-0" X 1 3/411 C WD I HM 2 HR 5 THRESHOLD, K PTD CMU/GWB ACT 105 DINING VINYL PTD CMU ACT RADIO ROOM 102 31-011 X 11-011 X 13/411 D WD I HM 1 S. CONC. NONE 106 KITCHEN 2 HR RATED S. CONC. NONE PTD CMU PTD GWB S. CONC. NONE DINING 105 3'-0" X 1'-011 X 13/4" 13 WD I HM PTD GWB S. CONIC. NONE PTD CMU 101 TRAINING S. CONC: NONE PTD CMU PTD GWB S. CONC. NONE CLOSET 5'-0" X 1'-0" X 1 3/4" A WD I HM NONE 15 PAIR 2 NR RATED CT FULL HEIGHT WET WALL ONLY RUBBER TREADS, RISERS, SKIRTS, AND l ANDINGS/2 NR RTD . RUBBER TREADS, RISERS, SKIRTS, AND LANDINGS/2 NR RTD 108 CORRIDOR NONE PTD CMU PTD GWB S. CONC. NONE PTD CMU CLOSET 3'-0" X 1'-0t1 X 13/411 A WD 1 HM 4 VINYL PTD CMU ACT 109 CORRIDOR CT PTD CMU/CT WNSCT ACT S. CONC. NONE TRAINING 101 3'-0" X 1'-0"X 15/4" B WD 1 }.{M PTD GWB 1 REDUCER STRIP RUBBER PTD CMU 110 FEMALE TOIL. SHR PLYWD NONE UNFINISHED CORRIDOR 100 3'-0" X 1'-0" X 13/411 B WD I HM 1 NONE UNFINISHED IIl FEMALE LOCKERS FEMALE LOCKERS Ill 31-0" X 1'-0" X 1 3/4" F WD I HM 10 UNDERCUT DOOR, K 112 EMS OFFICE WA 1 HM 10 UNDERCUT DOOR, MARBLE THRESHOLD, K FEMALE TOIL. SHR. 110 3'-0" X 1'-0" X 1 3/4" F 113 LAUND. / J.C. SHOWERTO BE FURNISHED AND INSTALLED BY TOILET PARTITION SUPPLIER I HM 1 REDUCER STRIP 114 115 BUNK BUNK EMS OFFICE 112 31-01, X 11-011 X 13/411 B WA 4 UNDERCUT DOOR, MARBLE THRESHOLD, K LAUND. / J.G. 113 3'-0"" X 1'-0" X 1 3/4" F WD I HM 116 VEST. BUNK 114 3'-0" X 1'-0" X 1 3/4" A WD I 14M 1 REDUCER STRIP Ill CORRIDOR CLOSET 2'-6" X T -O" X 1 3/4" A WD I HM 4 IIB BUNK CLOSET 2'-6" X 1'-0" X 13/4" A WD 1 HM 4 119 OFFICE BUNK 115 „ �� .31-011 X 1 -0 X 1 3/4 A WD 1 HM 1 REDUCER STRIP 120 BUNK VEST. 116 3'-0" X 1'-0" X 1 3/4" C WD I HM 2 HR 5 K * 121 MALE TOIL. SHR STAIR 02 3'-0" X 1'-0" X 1 3/4" C WD 2 HM 2 HR 5 9 K METAL THRESHOLD, INSULATED, GALV DOOR d FRA 122 MALE LOCKERS EXTERIOR „ 3 -0 X 1 -0 X 13/411. A HM 2 HM 123 CORRIDOR BUNK 118 3'-0" X 1'-m" X i 3/4" A WA I HM 1 REDUCER STRIP 124 ELECTRIC ROOM CLOSET 2'-6" X 1'-0" X 13/411 A WD I HM 4 125 " ELECTRIC ROOM OFFICE 119 3'-0" X 1'-0" X 1 3/4" B WD I HM 1 REDUCER STRIP 126 STORAGE � BUNK t20 3'-0" X 1'-0" X 13/411 A WD 1 HM 1 127 APPARATUS 10 UNDERCUT DOOR, MARBLE THRESHOLD, K MALE TOIL. SHR. 121 3'-0"X 1'-0" X 13/411 F WD 1 HM 128 02 F i 10 UNDERCUT DOOR, MARBLE THRESHOLD, K MALE LOCKERS 122 3'-0" X 1'-0" X 1 3/4" 129_ EMS CENTRAL SUPPLY CORRIDOR 108 3'-0" X 1'-0" X 13/4" F WA 1 HM 10 UNDERCUT DOOR, K 130 ELECTRIC ROOM CORRIDOR 123 3'-0" X 1'-0" X 13/411 B HM 2. HM 9 K 131 WORK SHOP ELECT. 124 3'-0" X T-011 X 1 3/4" A HM 2 HM 2 HR 2 132 STORAGE ELECT, 125 6'-0" X 1'-0" X 1 3/411 A HM 2 HM 2 HR 13 PAIR 133 TURN -OUT GEAR STORAGE 126 3'-0" X T-0" X 1 3/411 A HM 2 HM 1 134 MECH. ROOM 1 METAL THRESHOLD, GALV DOOR 4 FRA EXTERIORINSULATED 3'-0" X T-0" X 1 3/4" D HM 2 HM_' 135 CORRIDOR INSUL, OVERHEAD DOOR W/ ELECTRIC OPERATOR EXTERIOR 141-0" X 12'-0" X 211 - STL - HM - - 136 FIRST Alp - INSUL, OVERHEAD DOOR W/ ELECTRIC OPERATOR EXTERIOR 14'-0" X 12'-0" X 2" - STL - - - - INSUL, OVERHEAD DOOR W1 ELECTRIC OPERATOR 0 131 TOILET EXTERIOR 14'-0" X 12'-0" X 2" - STL - - *135 MEDICAL WASH DOWN 02 128 3'-0" X T-0" X 13/411 A HM 2 HM 1 STAIR I EMS CENTRAL SUPPLY 129 6'-011 X 1'-0" X 1 3/411 A HM 2 HM 14 PAIR STAIR *2 ELECT. 130 6'-0" X 1'-0" X 1 3/4" A HM 2 HM 2 HR 14 PAIR ATTIC HM 2 HM 1 METAL THRESHOLD, INSULATED, GALV DOOR 4 FRA EXTERIOR 3'-0" X 1'-0" X 13/411 D - - INSUL, OVERHEAD DOOR W/ ELECTRIC OPERATOR 200 ATTIC EXTERIOR 14'-0" X IT -O" X 2" - STL - - - - INSUL, OVERHEAD DOOR W/ ELECTRIC OPERATOR 201 STORAGE EXTERIOR 14'-0" X 12'-0" X 211 - STL - - 202 STORAGE - - INSUL, OVERHEAD DOOR W/ ELECTRIC OPERATOR EXTERIOR l4'-0" X 12'-0" X 2" - STL - - MECH. ROOM 134 3'-011 X T-0" X 13/4" A HM 2 HM 2 HR 2 FIRST AID 136 3'-01' X 1'-0" X 13/4" A HM 2 HM 1 K CORRIDOR 135 3'-0" X 1'-0" X 1 3/4" B HM 2 HM 9 K UNDERCUT DOOR MARBLE THRESHOLD, K TOILET 131 3'-0" X 1'-0" X 1.3/4" F HM 2 HM 10 MEDICAL WASH DOWN 138 3'-0" X 1'-0" X 13/4" A HM 2 HM i PAIR, METAL THRESHOLD, INSULATED, GALV DOOR EXTERIOR 1'-0" X 1'-011 X 1 3/4" A HM 2 HM 14 a FRAME WD 2 HM 2 HR 5 K ATTIC 200 31-0" X 1'-0" X 13/4" C ATTIC 200 3'-011 X 1'-0" X 13/4" C WD 2 HM 2 HR 5 K APPARATUS 121 5'-8" X 5'-10" X 1 3/4" A HM 3 it PAIR, SLIDING DOOR APPARATUS 121 5'-8" X 5'-10" X 13/4" A HM 3 HM 11 PAIR, SLIDING DOOR X 13/411 A HM 3 HM 11 PAIR, SLIDING DOOR ROOM AALL ME ®1 APPARATUS 12MPT.4Lii 1 nc FRAME T`�PE5. TF=fi�lUt<W fI T� 1011 .1011411 1011 1011 -011 211 211 _ JHE TEMP `� AD GLASS C It L1/4,1/4„1 14TEMP � WIRE TEMPJAMB';GL GLASS "' GLASS GLASS _ _ LOUVER TYPE A TYPE B TYPE C TYPED TYPE E TYPE F e 00%!1 TYPES T— ES SCALE: V4" = I' -o" 2, 211 2' Il CV � :a 0 i- T- TYPE I TYPE 2 METy I— ES SCALE: I/4" = I'-011 211 11 NOTE: ALL EXTERIOR DOOR SHALL HAVE N FULL PERIMETER WEATHERS TRIPPING 8 NOTE: ALL DOORS INDICATED AS "UNDERCUT" SHALL HAVE AAS COMPLIANT MARBLE THRESHOLD.. NOTE: ALL EXTERIOR METAL DOORS SHALL BE CLOSED FLUSH AT THE TOP OF DOOR TO PREVENT THE TYPE 3 ACCUMULATION OF MOISTURE AND RAINWATER TYPE U IN17ERIOR MOM TYPES SCALE -1/4" . 1'011 I. BUTTS 3. BUTTS 5. BUTTS% 1. BUTTS OFFICE LOCK SET LOCK SET PASSAGE PULLS CLOSER CLOSER BI FOLD TRACK 2. BUTTS OFFICE LOCK SET 4, BUTTS 6. BUTTS 8. BUTTS CLOSER PA55AGE PRIVACY LATCH SET CLOSER FLUSHBOLTS HAf;VwAj;M SCHEDULE S. BUTTS LOCK SET PANIC BAR CLOSER 10, BUTTS PUSH/PULL PASSAGE CLOSER It. SLIDING DOOR TRACK PULLS 12. BUTTS LOCK SET CLOSER PULLS "PANIC BAR" 13. BUTTS LATCH SET CLOSER FLUSH BOLTS 14. BUTTS LOCK SET FLUSH BOLTS TILE TILE 11-411 STEEL LINTEL PTD CMU/GWB ACT 2 HR RATED ACT CT FULL HEIGHT WET WALL ONLY, S --t- - -- �-{- CONT. SEALANT CT CT PTD GWB/CT WNSCT ACT S I I I FULL PERIMETER VCT VINYL PTD GWB ACT %i 14 vCT VINYL PTD GWB ACT r 1 � , CPT VINYL PTD GWB ACT VCT VINYL PTD GWB ACT VCT VINYL PTD GWB ACT S CPT VINYL PTD GWB ACT VCT VINYL PTD GWB VCT VINYL PTD GWB ACT ACT CT FULL HEIGHT WET WALL ONLY GT CT PTD GWB/CT WNSCT ACT VCT VINYL PTD GWB ACT S CPT VINYL PTD GWB ACT CT CT PTD GWB/CT WINSGT ACT S CPT VINYL PTD GWB ACT S CPT VINYL PTD GWB ACT 2 HR RATED VCT VINYL PTD CMU/GWB ACT VCT VINYL PTD GWB/CMU ACT S CPT VINYL PTD GWB ACT S CPT VINYL PTD GWB ACT S CPT VINYL PTD GWB . ACT CT FULL HEIGHT WET WALL ONLY CT CT PTA GWB/CT WNSCT VCT VINYL PTD CMU/GWB ACT SEE INTERIOR ELEVATIONS VCT VINYL PTD CMU ACT 2 HR RATED S. CONIC. NONE PTD CMU PTD GWB 2 HR RATED S. CONC. NONE PTD CMU PTD GWB 2 HR RATED S. CONC. NONE PTD CMU PTD GWB S. CONC. NONE PTD CMU PTD GWB S. CONS. NONE PTD CMU PTD GWB S. CONIC. NONE PTD CMU PTA GWB S. CONC: NONE PTD CMU PTD GWB S. CONC. NONE PTD CMU PTD GWB S. CONC. NONE PTD CMU PTD GWB 2 NR RATED CT FULL HEIGHT WET WALL ONLY RUBBER TREADS, RISERS, SKIRTS, AND l ANDINGS/2 NR RTD . RUBBER TREADS, RISERS, SKIRTS, AND LANDINGS/2 NR RTD S. CONIC. NONE PTD CMU PTD GWB S. CONC. NONE PTD CMU PTD GWB VCT VINYL PTD CMU ACT VCT VINYL PTD CMU ACT CT CT PTD CMU/CT WNSCT ACT S. CONC. NONE PTD CMU ACT RUBBER RUBBER PTD CMU PTD GWB RUBBER RUBBER PTD CMU PTD GWB PLYWD NONE UNFINISHED PLYWD NONE UNFINISHED PLYWD NONE UNFINISHED ME ®1 APPARATUS 12MPT.4Lii 1 nc FRAME T`�PE5. TF=fi�lUt<W fI T� 1011 .1011411 1011 1011 -011 211 211 _ JHE TEMP `� AD GLASS C It L1/4,1/4„1 14TEMP � WIRE TEMPJAMB';GL GLASS "' GLASS GLASS _ _ LOUVER TYPE A TYPE B TYPE C TYPED TYPE E TYPE F e 00%!1 TYPES T— ES SCALE: V4" = I' -o" 2, 211 2' Il CV � :a 0 i- T- TYPE I TYPE 2 METy I— ES SCALE: I/4" = I'-011 211 11 NOTE: ALL EXTERIOR DOOR SHALL HAVE N FULL PERIMETER WEATHERS TRIPPING 8 NOTE: ALL DOORS INDICATED AS "UNDERCUT" SHALL HAVE AAS COMPLIANT MARBLE THRESHOLD.. NOTE: ALL EXTERIOR METAL DOORS SHALL BE CLOSED FLUSH AT THE TOP OF DOOR TO PREVENT THE TYPE 3 ACCUMULATION OF MOISTURE AND RAINWATER TYPE U IN17ERIOR MOM TYPES SCALE -1/4" . 1'011 I. BUTTS 3. BUTTS 5. BUTTS% 1. BUTTS OFFICE LOCK SET LOCK SET PASSAGE PULLS CLOSER CLOSER BI FOLD TRACK 2. BUTTS OFFICE LOCK SET 4, BUTTS 6. BUTTS 8. BUTTS CLOSER PA55AGE PRIVACY LATCH SET CLOSER FLUSHBOLTS HAf;VwAj;M SCHEDULE S. BUTTS LOCK SET PANIC BAR CLOSER 10, BUTTS PUSH/PULL PASSAGE CLOSER It. SLIDING DOOR TRACK PULLS 12. BUTTS LOCK SET CLOSER PULLS "PANIC BAR" 13. BUTTS LATCH SET CLOSER FLUSH BOLTS 14. BUTTS LOCK SET FLUSH BOLTS TYPE G r.� !ACOUSTIC CEILING 3/4 11 OAK TRIM FULL PERIMETER ALUMINUM STOREFRONT FRAMING SYSTEM 6 ETAL THRESHOLD SET IN FULL BED OF GROUT 4" CONCRETE SLAB OVER VAPOR BARRIER OVER COMPACTED GRAVEL, TYP. 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 0R"' J. C� B'J�T RN. 'ARMOUTH IRE STATION c3 YARMOUTH, MASSACHUSETTS DOOR SCH., DOOR & DOOR FRAME TYPES, INT. WIND., ROOM FIN. & HARDWARE SCHED. scale AS NOTED 11-411 STEEL LINTEL 06/16/06 drawn by ANGLE job no 0507.00 --t- - -- �-{- CONT. SEALANT 4 BACKER ROD I I I FULL PERIMETER %i 14 r 1 � , �i 15. BUTTS PASSAGE FLUSH BOLTS TYPE G r.� !ACOUSTIC CEILING 3/4 11 OAK TRIM FULL PERIMETER ALUMINUM STOREFRONT FRAMING SYSTEM 6 ETAL THRESHOLD SET IN FULL BED OF GROUT 4" CONCRETE SLAB OVER VAPOR BARRIER OVER COMPACTED GRAVEL, TYP. 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 0R"' J. C� B'J�T RN. 'ARMOUTH IRE STATION c3 YARMOUTH, MASSACHUSETTS DOOR SCH., DOOR & DOOR FRAME TYPES, INT. WIND., ROOM FIN. & HARDWARE SCHED. scale AS NOTED date 06/16/06 drawn by 1A job no 0507.00 sheet Ape © COPYRIGHT 2005 CARELL GROUP, INC. PARTETI will loom"41& GI l�I�I1��111:1i 11.11111III tela 508 497 0909 TO STRUCTURE ABOVE A�H��. 4� GORY J. C,9� YON I i I CONT. PERIMETER SEALANT YARMOUYH FIRE STATION 03 FINISH CEILING PARTITION a scale AS NOTED 8" CMU WITH HORIZONTAL REINF S EMERY OTHER COURSE. STEEL LINTEL ANGLES CONT SEALANT FULL PERIMETER PRESSED METAL FRAME 8 3/4" FILLED WITH GROUT HEAD 8" CMU WITH HORIZONTAL REINF 9 EVERY OTHER COURSE. I I I I JAMB ANCHOR I PRESSED METAL FRAME 8 3/4" FILLED WITH GROUT TYRICAL 8"I CMU WALL SCALE: 1-1/2" I'-0" 10 3/4" 15/01, 2 1/2" 5/8" 8" CMU WITH HORIZONTAL REINF EVERY OTHER COURSE'; 5/811 GW5 OVER 2 1/2" METAL STUDS 1611 O.C. MAX. STEEL LINTEL ANGLES 8 3/4" PRESSED METAL FRAME FILLED WITH GROUT NEAR 8" CMU WITH HORIZONTAL REINF Q EVERY OTHER COURSE 5/8" GW5 OVER 2 1/2" METAL STUDS A 1611 O.C. MAX. PRESSED METAL FRAME FILLED WITH GROUT . JAMS \FuFpED all CMU WALL. ,@ IDAY ROOM 101 SCALE: 1-1/2" _ 1'-011 5/8" 31 I I� 8" CMU WITH HORIZONTAL REINF g EVERY OTHER COURSE 5/8" GW5 OVER 3 5/8" METAL STUDS m 16" O.C. MAX. STEEL LINTEL ANGLES PRE56ED METAL FRAME S 3/4" FILLED WITH GROUT HEAD 8" GMU WIT+ HORIZONTAL REINF EVERY OTHER COURSE 5/811 GWB OVER 3 5/8" METAL STUDS a 16" O.G. MAX. 8 3/411 PRESSED METAL FRAME FILLED WITH GROUT JAMB OT1-F, 1-URRE� 0" CMU WALL SCALE: 1-1/2" = I1-0" "J11 RUNNER CONT. PERIMETER SEALANT 2 LAYERS OF 5/8" GW5 - 1 LAYER OF I" GW5 C -H METAL STUDS g 24" OC MAX HEAD PLAN I LAYER .OF I" GW5 C -H METAL STUDS g 24" OG MAX 2 LAYERS OF 5/8" GW5 1 SEALANT 2 HR. RATED 5HAPT WALL SCALE: 1-1/2" = 11-011 AN5I/UL263 - DESIGN No. U415 OR U438 die— TYFICAL GW5 PARTITION- 5 ARTITION SCALE: 1-1/211 = I'-0" TYRICAL GW5 FARTITION 0 LOE35Y SCALE: 1 -In" = I'-0" 4118STEEL TRACK SECURED TO STRUCTURE ABOVE CONT. PERIMETER SEALANT i FINISH CEILING l 3 5/8" STEEL STUDS 0.1(o" O.G. MAX. 1/2" "II I�i i. i— ; _Ilea , 5/8" GWB OVER METAL STUDS 1/2' HEAD PRESSED H.M. FRAME WITH JAMB ANCHORS 5/8" GW5 OVER METAL STUDS to 16" O.C. MAX. BATT INSULATION TRACK 4 DOUBLE 3 5/8" STEEL STUDS a JAMBS, TYP. . PRESSED HM. =AME JAMB WITH JAMB ANCHORS 3 5/8STEEL STUDS e 16" O.C. MAX. BATT INSULATION i I ! BASE. SEE ROOM i FINISH SCHEDULE I I TYP. STEEL TRACK 1 FIN. FLOOR SEE ROOM i I FINISH SCHEDULE ;i 1 NR. RATED GW5 PART. SCALE: 1-1/211 = 1'-011 ANSI/UI-263 - DESIGN No. 1,1465 4 VARIES SEE PLANS STEEL TRACK SECURED TO STRUCTURE ABOVE CONI. PERIMETER i ! SEALANT i j i 1 I I 5/8" GW5 OVER METAL I j I STUDS Oil 16" O.G. MAX. j i is i I II i'.: 3 5/8" STEEL STUDS m 16" O.G. MAX. BASE. SEE ROOM FINISH SCHEDULE TYP. STEEL TRACK FIN. FLOOR. SEE ROOM `1_ i � I FINISH SCHEDULE 0TYFIGAL CH,45E WALL SCALE: 1-1/2" = 11-0" h�g will loom"41& GI 85 main street 4 1/8" STEEL TRACK SECURED O tela 508 497 0909 TO STRUCTURE ABOVE A�H��. 4� GORY J. C,9� o " N0.502.2 r BOSTON. ti 0 I i I CONT. PERIMETER SEALANT YARMOUYH FIRE STATION 03 FINISH CEILING PARTITION a scale AS NOTED 3 5/8" STEEL STUDS drawn by IA job no 0507.00 sheet 6 16" O.G. MAX. I 6" STEEL STUDS ct 1/2" I ! `. �, 16" O.C. MAX. lf 5/S" GWB OVER METAL SCUDS N PRESSED P.M. FRAME WITH JAMB ANCHORS HEAD I i:: j 5/8" GWB OVER METAL °a ! STUDS 6 16" O.G. MAX. 1211 �L'' i .. I TRACK 4 DOUBLE 3 5/8" STEEL i j a STUDS -a JAMBS, TYP. ,JAMS n .M. FRAME WITH JAMB SISED �ANCHORS 3 5/8" STEEL STUDS 6 16" O.C. MAX. 6" STEEL STUDS cl a 16" O.C. MAX. BASE. SEE ROOM ' FINISH SCHEDULE 1 1 TYP. STEEL ' TRACK FIN. FLOOR SEE ROOM FINISH SCHEDULE die— TYFICAL GW5 PARTITION- 5 ARTITION SCALE: 1-1/211 = I'-0" TYRICAL GW5 FARTITION 0 LOE35Y SCALE: 1 -In" = I'-0" 4118STEEL TRACK SECURED TO STRUCTURE ABOVE CONT. PERIMETER SEALANT i FINISH CEILING l 3 5/8" STEEL STUDS 0.1(o" O.G. MAX. 1/2" "II I�i i. i— ; _Ilea , 5/8" GWB OVER METAL STUDS 1/2' HEAD PRESSED H.M. FRAME WITH JAMB ANCHORS 5/8" GW5 OVER METAL STUDS to 16" O.C. MAX. BATT INSULATION TRACK 4 DOUBLE 3 5/8" STEEL STUDS a JAMBS, TYP. . PRESSED HM. =AME JAMB WITH JAMB ANCHORS 3 5/8STEEL STUDS e 16" O.C. MAX. BATT INSULATION i I ! BASE. SEE ROOM i FINISH SCHEDULE I I TYP. STEEL TRACK 1 FIN. FLOOR SEE ROOM i I FINISH SCHEDULE ;i 1 NR. RATED GW5 PART. SCALE: 1-1/211 = 1'-011 ANSI/UI-263 - DESIGN No. 1,1465 4 VARIES SEE PLANS STEEL TRACK SECURED TO STRUCTURE ABOVE CONI. PERIMETER i ! SEALANT i j i 1 I I 5/8" GW5 OVER METAL I j I STUDS Oil 16" O.G. MAX. j i is i I II i'.: 3 5/8" STEEL STUDS m 16" O.G. MAX. BASE. SEE ROOM FINISH SCHEDULE TYP. STEEL TRACK FIN. FLOOR. SEE ROOM `1_ i � I FINISH SCHEDULE 0TYFIGAL CH,45E WALL SCALE: 1-1/2" = 11-0" h�g will loom"41& 85 main street hopkinton, massachusetts tela 508 497 0909 fax 508 497 0999 A�H��. 4� GORY J. C,9� o " N0.502.2 r BOSTON. ti 0 YARMOUYH FIRE STATION 03 YARMOUTH, MASSACHUSETTS PARTITION TYPES scale AS NOTED date 06/16/06 drawn by IA job no 0507.00 sheet � A6.0 n COPYRIGHT 2005 CARELL GROUP, INC. PTD GWB 2'-6" PTD GWB ��a - PTD GWB • -j 1 - / ! i I MIRROR FLOUR.LICsNT ' 1 -'+-_ PTD GWB ! 18" x 36 - y' • I , ts_-ri- CERAMIC PTD CxWB MIRROR ` r�_$E_ - f_ TP " _ ¢ SOAP , �� * �_ i-} + : TILE v GL /. DISP. ?�' r r + CERAMIC HOLDER CERAMIC I �L .. .. / r1 -1� 4 ! i _ 1 � � 1 LP COUNTER -1 S T , TILE TILE PAPER M R + -� - f I - i ' r GRAB ,I �I SCRIBE TO 104 TOWEL DISP-+ �� , i RAB - -_•_=� _ -1-;-rBAR. 3 -6 � WALL L+- } - r - i- { JJ�._.! BAR + 1� �- `i_•i_ tt - T}- t �-r-1 � - C14L , T r j cv G cv N TILE NYL 2'-0" 3'- A 2'-0" VINYL 3'-0" 51_011 3'-m" TILE TILE 3,_01, TILE BASE TILE BASE BASE �I BASE BASE BASE ! LOBBY 100 2 LOBBY' 100 3 N>'c TOILET 101 4 N/c TOILET 101 5 P/c TOILET 101 6 N/c TOILET 101 � RADIO ROOM 102 85 main street 63 SCALE: I/4" = I'-0" 63 SCALE: I/4" = 1'-0" 63 SCALE: 1/4" = 1'-0" 63 SCALE: 1/4" = I'-0" 63 OH. TOILET 101 3 SCALE: I/4" = I'-0" 63 SCALE: I/4" = I'-0" • ho kinton massachu etts tele 508 497 0909 s 3'-6"YIF fax 508 497 0999 3 2 4 5 VENTILATION Al.l A72 A�.I A7.1 I 5 HOOD COORD 3 4 II 5 EQUAL Ail A7_I W/ HVAC 1'-2" a�1 Ail V-411 3 -4 lt_211 CONTRACTOR PTD GWB _ 2 _ �2 .._ PTD GWB CERAMIC TILS i PTD GWB PTD GWB �tiRE D agcy ' SOFFIT = �?- = v •. '! _- is I - - : ' �_+��.-i-, • c.�F°r `r PTD GWB SOFFIT 61 VENTILATION PTD .GWB SOFFIT _t ! : HOOD 1 _ WALL CERAMIC - + 1 i_ T� '_ _l�_ �_� o No. 5022 -- - CABINET_ _ ---�. _ = - - - = I I I \ I T LE -i ,I � � ji 1 II . H END PANEL ._.� _.. ---'�_ -y--- -=_- -' ___ (V \ � .. / CIl C(1 i :-•- - ---- ---'--- Cli I i i -Y 1 I � - �-. � - - ..+..1 L; ..� LP COUNTER --� - -- . -- I CERAMIC � hR A.� CERAMIC SCRIBE u .ua o- Ba � � TILE TYP. � :•�1_ ,.�i_r_t- O �-J+�''�_t�_I_.. i-}-I�� - -+ - -t ` - - ?- -+ + - - - I - ^ ' ' {- - =+ - -+-' s -� - -' '-�-�'-t a �$�-1 I +' REFRIGLJ� TILE t H -T N = 1 t To WALL - _ I Y = = r L — -' '- --r----�----T�.-' � _ ' � -�-.�1_ R�4 CxE _ NPANEL ED -t NCI t DRAWI-R N - - - O - 000 000 - F = PULL-OUT _ _ Q Q cv I L. I I' I I L.P.L P - I I' / 11'� I ` 'I EQ E - - - - f I t- r F Q -� E E 0 ,' _ WASTEIRECYCLE '= --i ._, �`. ' =�- __: --: � - -- - - PLA H, - a' �-a- - - -!- - , _�.•-_. - - - - - BACKS S � ' VINYL BASE , - _ \ !\ - 1-� / �n CONTAINER ,' TYP. m �' e t E DISHWASHER ` 0f ' (-{ i -_ 1 ' BRACKET VINYL VINYL II 1, II I ,I i �YINYL BASE SHOWER II 3'-0" TILE BASE I 2'-1" 2'-I" 1 2 -0 3 -0 3 EQUAL I 2 -I 3 -0 TILE BASE 3 -0 TILE BASE 411 O.G. MAX. BASE 6 EQUAL BASE �-- _..------�,!. �------�! RECEPTOR • a RADIO ROOM 102 9 KITCHEN 10� 1� KITGI4EN 10� ►I KITCHEN 106 12 FEMA TOIL. SHR. 110 13 FEMALE COIL. SNR.110 14 FEMALE TOIL. STIR, 11,a 15 FEMALE TOIL. Sl -IR. 110 63 SCALE: 1/4" = 1'-0" _ 63 SCALE: I/4 - 1'-0" 63 SCALE: I/4" = I'-0" 63 SCALE: 114" = I'-0" 63 SCALE: ll4" = 1'-0" 63 SCALE: 1!4" = I'-0" 63 SCALE: I%4" = I'-0" 63 SCALE: 1/4" = 4-0" 2 2 1 A7.1 A13 A1.1 „ SH TOILET IS DEEP ELVES PARTIN PTD GIUB CERAMIC TILE PTD GWB PTD GWB 21_0 PTD GWB SOFFIT II EQ' EQ' EQ' ON METAL BRACKETS STANDARDS PTD GWB L_ TOILET r a " SURF=ACE MOUNTED PARTIN SOFFIT. _ I PSD GWTB ! ._ .. ....._ .' - . PTD GWB HOLDER O CM METAL 2'W\ i LOCKERS + HOLDER ._ x 3H \ _ ( \, / \ CERAMIC TILE +' MIR MIRRORS \. CERAMIC `, ERA SINK AIN \ TILE CERAMIC TILE C B Et 112 0 t 1 + FLOOR MOUNTED. MO SERVICE i -,.-t_ _ 1�-t+t- � BASIN E' --------- 7-IFF r\,\ i , - VINYL BENCH VINYL VINYL TILE BASE TILE BASE 2 EQUAL SINK CABINET TILE BASE TILE BASE BASE S BENCH 6' LOCKERS BASE TILE BASE 41-511.FLOOR MOUNTED BASE CERAMIC TILE 1'-0" MOP SERVICE !� FEMALE TOIL:. 5HR. 110 I� FEMALE TOIL. 51 -IR. 110 la FEMALE TOIL. SNR, 110 Ig FEMALE TOIL. SNR. 110 20 FEMALE LOCKERS 111 zl FEMALE LOCKERS 111 z2 LAUND. / J.C. 113 BASIN z3 LAUND. / J.C. 113 63 SCALE: I/4" = 1'-0" 63 SCALE: I/4" = I'-0" 63 SCALE: I/4" = I'-0" 63 SCALE: I/4" = I'-0" 63 SCALE: 1/4" = 1'-0" 63 SCALE: 1/4" = I'-0" 3 vCALE: I/4" = P-0" 63 SCALE: I/4 1'-0" - 2 CERAMIC TILE TOILET TOILET CERAMIC TILE TOILET 3'-4" TOILET PTD GWB 3'-4" PTD C%WB PARTIN PTD GWB PARTIN ( ----� PARTIN PARTIN ! .-1 � 1-+-t � -j- }-�- -�-i -r-� t -r1-'-- �-� '•ter '-1-F-i 18"x36° I -?-1--'r- � .��-j- '��`;-•�-�-r--, �_ - + . t - �-'-�--��- �-' �-I-+-I -�. 1 - + -�-L - �J -!- MIC _r. CERA U AC MOUNT - S RF E ED MIRROR + >✓f_ i t �_ , �: rr� rl i I -''i - \ i _ �..L�-{ ��--I-j--a-I--.-j'�--t-.i _l._,- ..L��--I-- -•� L _ ��_.� - - --i- -1 _ I�,- r TILE MOP BROOM a- (+ i 'i- - \ - HOLDER \ 2 W x 3 H i , MIRRORS / f M j M R �s_ _ r_ t: _ ) CERAMIC TILE �\ TP SOAP` SOAP -DISP IR I : �� i +--t - -- is - -= -�- � C1- 115 HOLDER 128 \ DI -Sp. _ - - - '{-! 12� +-{ ' O + �1 i ` O I O MOUNT \ _ - -i _ i ' i=LO R ED i S r t - ' I -�-- a - -�- _. I 1. I ' - ' - ' -- _ INK CABINET ,-..I �!� ! I �� ;-� �y j �-l--- �i ' +. 1 � YARMOUTH t . (-. + -I i + ( / t 1 ! + - ; ; r I -'r 1 +- }-' -4 i- - - �: - t 1 r 1-I--� MOP SERVICE _J_.} - �-!_ - / --L. 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SNOUJER :i_..i_t_..�-�- - J_�+.. .}�_ SHOWER -� - -4- .1��-. - _+-++. � _!-!-1.�' �_.. �. _ .++�..+.�_' $.� �a-..} , `t v I I ; '� 1 t I I t v F j _ 1 -+ L ' ! - Y + 1 a +-I : -+ - t�- RECEPTOR t RECEPTOR 7 RECEPTOR "___------ ----- -:-- -i-' l� _ - � ,'ti - - \ %-+-I-. •.J_ _ �.� - +�7--1 :-t _:.. -- _ =�' - - -- -- `-i'-: I -� r- M '-1--i-t- _ .�J_a._ E_ 1 If VINYL -,--"'3'-0" TILE BASE SINK CABINET i 4 EQUAL tij PTD GWB TILE BASE TILE BASE TILE BASE BASE LOW WALL TILE BASE 14 LAUND. / J.G. 113 25 MALE TOIL. SNR. 121 z6 MALE TOIL. 51-48. 121 z7 MALE TOIL. 51�R. 121 za MALE TOIL. SNR.' 121 29 MALE TOIL. SNR 121 30 MALE TOIL, SNR. 121 63 SCALE: 1/4" = I'-0" 63 SCALE: I/4" = 1'-0" 63 SCALE: 1/4" = 1'-0" 63 SCALE: 1/4" = I'-0" 63 SCALE: 1/4" = I'-0 — �SGALE: 1/4" = I'-0 63 SCALE: I/4" = I'-0" YARMOUTH, MASSACHUSETTS INTERIOR 1 ELEVATIONS METAL a�3 2t_011 PTD GW5 LOCKERS PTD GWB ST. STL. SINK CURTINE PTDCMU CURTINE PTD CMU SOFFIT SEE PLUMBING DWGS. PTD CMU ROD ROD I T_ 1 1 L. 1 i I I ! _ i ! 1 ! I r 18"X36° j _�. _.i_._ �. -1 _-1-- - ------f----.�.—� _ -- -- --- � � ( T � _ . I I MIRRO i I-, I - � T --1— r- r i _ .T._1._ T.-- .1_. 7 r- ._r-- ! T ! ! 1 e � , 0" I �- L _.--..�..---I-- -- ---- y SOAP - - -- - - I-- - \ - - - r -j-- - -- - -I-1.---'-- r-- - - - -._7 ..- -(- -- . - — - I -I � I � I 1 j scale 0 - -� - j I r- I ! � DISP. � -�_ _" _i r-' �• �- � -T � -- i - i- f I - -1-T-- 1___.,- `- i- I__ �- __I- T L.._ ! __ � - I --1- 129 d \ , , \ ; \ , \ ; ; /; T� ; I T , -�-. O • \ _,__._ j__1_ � Y . � .� ' _�..-L . l i ? � _{ -� I -� �_._ i .. Mat r_�—. 06/16/D6 T -�--1- \ \ -•� ' �-- I --_ L:_ 1....---�..r_.:_1__-- \ - -- - - - - - - -- -I -- -- - - - r �'T-- - 7- T-- T- T -, J__. _ __ ___L._ - - 1 - � ` _ I- drawn by 1A _ _ _ �_ i- T T , i _ ! _ .._ + - . TERRazzo - I T � T -- TERRAllO � 1 _ I T. I • 0507.00 I f I I ! ! i 7 SHOWER _ L ! I i j I_. J ,--! -T--' -1-� y '�- -"- _ i ! _ SHOWER I _ _ i -. I r_1_ job n o - - --- r - - - - - - r -- - r — - T -- - - - F R i 1 , L 0 FLOOR - - -- - t--- .�.. -- : 1 _1._..._r_�_. .__ i._.__—�__..r•- -1—__._...i___— _..��.__. — --- i 'r --L' ---1--" --r-- ��- 1 sheet _ BENCH VINYL BENCH 6' LOCKERS I 7'-2" 2'-0" ST. 5TL. SINK 11-0" BASE j� SEE PLUMBING DWG5. 31 MALE LOCKERS 122 3z MALE LOCKERS 122 33 MEDICAL WA5N DOWN 138 34 MEDICAL WASH DOWN 138 35 MEDICAL WASH DOWN 138 36 MEDICAL WA5N DOWN 138 0 0 a63 SCALE: I/4" = 1' -ID" 63 SCALE: 1/4" = 1'-0" 63 SCALE: 114" = 1'-0" 63 SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-0" 63 SCALE: 1/4" = 1'-0" , n COPYRIGHT 2005 CARELL GROUP, INC. m p TOILET SOAP TOILET PTD CMU CERAMIC pISP. PARt'N TILE 1 --1 -� _J1___ -T- L--r--i.._. 16"X36"4 . 1 f ice' -� I r ' Tt * �--F MIRROR t -yI+ITT ' + a �- T'�� L' t A- L44 - MIRROR }+ T L r —� ---- — PAPER 01 fi +1 r -,-- —�_ SOAP TOWEL DISE. �_� -- ---- - — SINK CA51 E 'j±±17_ -J,-44- 4. i - -i CERAMIC TILE 11 4 EQUAL A� TILE 5A5E TILE BASE 51NK CABINET TOILET 131 rTTOILET 131 3 TOILET 131 6.4 SCALE: 1/4" = I'-0" 6.4 SCALE: 1/4" = 1'-0"6.4 SCALE: 1/4" = 1'-0 3 A13 PTD CHAIN LINK PTD CMU CMU FENCE I , _ `I PEG BOARD PEG BOARD _ WORKBENCH# - -� -- _ CONT. PLUG WORK BENCH MOLD ...---- --...i_�---�'-'--- 3 EQUAL 8 WORK SHOP 131 6. SCALE: 1/4" = I'-0" 4"x4" LEGS --'---r- I I ! t ' I I I- - - - -- 06/16/06 drawn by IIA job no 0507.00 sheet 0 Z,0 If 1 1 - - T 140-- r X X T- ' --T-- --1-7-- \ < 9 wow SHOP 131 6.4 SCALE: 1/4" = 1'-0" TILE BA6E CN I I ! t ' I I I- - - - -- 06/16/06 drawn by IIA job no 0507.00 sheet 0 Z,0 If 1 5 A73 Al.l 7 i=rsl [Al TILE BASE 51NK -� 4 TOILET 131 6.4 SCALE: 1/4" = I'-0" I I I ! t ' I I I- - - - -- 06/16/06 drawn by IIA job no 0507.00 sheet 0 Z,0 1 1 - - T 140-- T- ' --T-- --1-7-- 10 WORK SHOP 131 I\A6.4 SCALE: 1/4" = 1'-0" 5 FIRST AID 136 6.4 SCALE: 1/4"= 1'-0" PTD CIW15 PT SOFFIT CERAMIC TILE VINYL BA5E. 6 FIRST AIDS 136 4 SCALE: I/4" = I'_//111 m 1 J 'I 3 EQUAL 2 EQUAL 11 KITCHEN ISLAND e KITCHEN 106 12 KITCHEN ISLAND KITCHEN imp 6.4 5CALE: 1/4" = I'-0" 6. SCALE: 1/4" = I'-0" PTD CMU — TURNOUT — GEAR LOCKERS SEE SPECIFICATION LP COUNTERTOP U/BACKSPLASN SINK 6 EQUAL r TURN OUT CLEAR 133 6.4 SCALE: U4" = I'-0" 4 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 SEU ARCy� T �YJ J. 110 �! , r No. 5022 BO M YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS INTERIOR ELEVATIONS scale 1/4" = 1'-0" date _ -1- ! 06/16/06 drawn by IIA job no 0507.00 sheet 0 Z,0 6 EQUAL r TURN OUT CLEAR 133 6.4 SCALE: U4" = I'-0" 4 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 SEU ARCy� T �YJ J. 110 �! , r No. 5022 BO M YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS INTERIOR ELEVATIONS scale 1/4" = 1'-0" date 06/16/06 drawn by IIA job no 0507.00 sheet 0 Z,0 © COPYRIGHT 2005 CARELL GROUP, INC. ADJUFA LE 5HELVE5 SCALE: 1-1/2" = I'-0" SCRIBE TO WALL GLUE BACK6PLA514 TO COUNTERTOP AND SECURE WITH SCREWS @ T-0" OC TALL CONT. WOOD BLK'G d" PLYWOOD SOLID WOOD DES BLOCKING TOP 4 BOTTOM TYP. %DARDS AND BRACKETS 'ED FINISH. L.P. COUNTERTOP AND BACKSPLASH L.P. APRON CONCEALED HINGES, TYP. BASE. ! SEE; RM FIN. 6CHED. 3" FINISH FLOOR SEE R" 1 FIN SCHED f3A5E CAF3INET SECTION e 5ATHROOM 51NK SCALE: 1-1/2" = 1'-0" SCRIBE TO W� CAULK W/SEA UNDER CA5I1 LIGHT FIXTU SEE EL Du 2x12 CON' WOOL BLOCKINC SECURED TC STUD! �C. T CEILING iEE RCP ON A3.1 :OR CEILING 4E IGHT LUALL CA5INET SECTION 4 LF COUNTER SCALE: 1-1/2" -- I'-0" /2" GWB SOFFIT :)N.3 J" METAL STUDS 6 16" O.C. CONT. WO BL1 SCRIBE CABINET SOLID WO TO SOFFIT 4 BLOCK CAULK W/ TO' SEALANT BOTTOM T" L.P. CABINET I TOP 4 TOP, BOTTOM, BOTTOM TYP. SIDES 4 BACK 4" L.P. SHELVING ON RECESSED ADJUSTABLE METAL STANDARDS " L.P. HINGED DOOR W1 PULL SCRIBE TO ULK WITH SEALANT WALL 4 CAULK ECTRICAL W/SEALANT L.P. LIGHT, WALL 4 CAULK VALANCE W/SEALANT SCRIBE TC WALL 4 CAULI< W/SEALANI GLUE BACKSPLAS+ TC COUNTERTOP SECURE: W SCREWS 4 2'-0" O.0 J" L.f SHELVING 0 RECESSEI ADJUS STANDARD CONT. SOLII BLOCKING TY1 " T. CE=ILING FIE RCP ON A3.1 )R CEILING EIGHT >." GWB SOFFIT N 3 J" METAL tubs is 16" O.C. PULL, TYP. all Lf SHELVING O RECESSEI ADJUS " L.P. HINGED STANDARD DOOR SASE. SEE RM. :INISH �CHE:D. =1NISH FLOOR SEE Z1. FINISH SCHED. A5E CA5INET 4 WALL GA5, W/DCORS 4 MICUJ. SI I SCALE: 1-1/2" = 1'-0" CANT. SOLI' BLOCKING TYI "". T. CEILING RCP ON A3.1 2 CEILING GHT SCALE: 1-1/2" = 1'-0" >° GWB SOFFIT N 3 J METAL iuD5 m 16" OL. RISE CABINET SOFFIT 4 ULK W1 4LANT L.P. CABINET P, BOTTOM, )ES 4 BACK "LP PHELVING ON ?ECESSED 0JUSTABLE 1ETAL iTANDARDS `" L.P. HINGED )OOR W/ PULL _P. LIGHT I IALANCE NE OF SIDE 'LASH BEYOND P. COUNTE=RTOP BACKSPLASH PULL, TYP. J" L.P. HINGED I DOOR BASE. SE=E W. FINISH SCHED. . 3 FINISH FLOOR. SEE: RM. FINISH SCHED. Yih 85 main street hopkinton, massachusetts tel. 508.497 0909 fax 508 497 0999 �4. r.50 J. C 9 No. 5022 r BOSTON, a - 'ARMOUTH IRE STATION c3 YARMOUTH. MASSACHUSETTS CABINET DETAILS scale AS NOTED date 06/16/06 drawn by 1A job no 0507.00 sheet A7O © COPYRIGHT 2005 CARELL GROUP, INC. CONT. WOOD BLK'G R15E CABINET SOLID WOOD SOFFIT 4 BLOCKING ULK W/ I TOP 4 4LANT BOTTOM TYP. _ P. CABINET �, BOTTOM, )ES 4 BACK _P. HINCxED )OR W/ PULL L.P. CABINET P, BOTTOM, )ES 4 BACK ULK WITH SEALANT ECTRICAL SCRIBE TO ITLET g 60" WALL 4 CAULK F W/SEALANT UNDER CABINET LIGHT FIXTURE SEE ELEC DWGS NE OF SIDE OLASH BEYOND SCRIBE TC WALL 4 CAULk P. COUNTERTOP W/SEALANI BACKSPLASH GLUE BACKSPLASI• TC COUNTERTOP SECURE W SCREWS + 2'-0" OC PULL, TYP. all Lf SHELVING O RECESSEI ADJUS " L.P. HINGED STANDARD DOOR SASE. SEE RM. :INISH �CHE:D. =1NISH FLOOR SEE Z1. FINISH SCHED. A5E CA5INET 4 WALL GA5, W/DCORS 4 MICUJ. SI I SCALE: 1-1/2" = 1'-0" CANT. SOLI' BLOCKING TYI "". T. CEILING RCP ON A3.1 2 CEILING GHT SCALE: 1-1/2" = 1'-0" >° GWB SOFFIT N 3 J METAL iuD5 m 16" OL. RISE CABINET SOFFIT 4 ULK W1 4LANT L.P. CABINET P, BOTTOM, )ES 4 BACK "LP PHELVING ON ?ECESSED 0JUSTABLE 1ETAL iTANDARDS `" L.P. HINGED )OOR W/ PULL _P. LIGHT I IALANCE NE OF SIDE 'LASH BEYOND P. COUNTE=RTOP BACKSPLASH PULL, TYP. J" L.P. HINGED I DOOR BASE. SE=E W. FINISH SCHED. . 3 FINISH FLOOR. SEE: RM. FINISH SCHED. Yih 85 main street hopkinton, massachusetts tel. 508.497 0909 fax 508 497 0999 �4. r.50 J. C 9 No. 5022 r BOSTON, a - 'ARMOUTH IRE STATION c3 YARMOUTH. MASSACHUSETTS CABINET DETAILS scale AS NOTED date 06/16/06 drawn by 1A job no 0507.00 sheet A7O © COPYRIGHT 2005 CARELL GROUP, INC. AC. T. CEILING SEE RCP ON A3.1 FOR CEILING HEIGHT 1/2" GWB SOFFIT ON 3 1" METAL STUDS 6 16" O.G. CONT. WOOD '`' IUTLET 9 60" �., LINE OF SIDE SPLASH BEYOND SCRIBE TO WALI CONT. WOC BLK'G CAULK W/ OP, BOTTOM, SEALANT CAULK W/SE:ALA W/SEALANT _—_._.:..--------..--—_.__.---.—_----._...---.-.-.-.- CONT. WOOD SOLID WOOD L.P. COUNTERTOP GLUE CABINET CONT.SEALANT SCRIBE CABINET SOLID WOC BLOCKING I l 11__:FULL f;l TO SOFFIT 4 BLOCK[] TOP 4 BACKSPLASH PERfMETERBACKSPLASH TO O CAULK W/ TOF BOTTOM TYP.. 1j II 2'-0" O.C. SEALANT BOTTOM T1' 11 lJ — -i I:" L.P. CABINET I I SECURE W! h I TOP, BOTTOM, SCREWS 21 - ja I I - SIDES 4 BACK C 2'-0" O.C. 3n WID I jj II L.P. APRON . ( L co t DOOR PULL WASTE/RECYC I I I nil L.P. LIGHT I, CONCEALED HINGES, ALUM. FRAI ' I TYP. W/CHROME WP VALANCE l UNDER CABINET LIGHT FIXTURE, SEE ELEC. DWGS. SCRIBE ' WALL 4 CAUI W/SEALA SCRIBE TO , 001,0" IUTLET 9 60" CV LINE OF SIDE SPLASH BEYOND SCRIBE TO WALI 2'-1" WALL 4CAULK CAULK W/ OP, BOTTOM, SEALANT CAULK W/SE:ALA W/SEALANT _—_._.:..--------..--—_.__.---.—_----._...---.-.-.-.- CONT. WOOD LINE OF SIDE L.P. COUNTERTOP GLUE CABINET CONT.SEALANT SCRIBE TO date 06/16/06 4 BACKSPLASH L.P. COUNTERTOP 11__:FULL BACKSPLASH 0 GL BACKSPLASH BACKSPLASH PERfMETERBACKSPLASH TO O COUNTERTOP 4 TO SECURE W/ 2'-0" O.C. COUNTERTOP " L.P. END PANEL — -i COUNTERTOP 4. s� = _ SECURE SECURE W! I I SCREWS 21 - SCREWS I I SINK C 2'-0" O.C. I L.P. APRON . WASTE/RECYC I I I si CONTAINE' - I i CONCEALED HINGES, ALUM. FRAI I TYP. W/CHROME WP l 1 SUPPORTS 4 Fla \ EXTEN56 HEAVY -DU 3/4" LP CASINrFT 1 ALUM. SLID CONT. SOLID BLOCKING, TYP. 5A5E CA51NET UJ/ 51NK 4 WALL CAF3INET SCALE: 1-1/2" = 1'-0" BASE. SEE RM. FINISH SCHED. FINISH FLOOR SEE RM. FINISH SCHED, CONT. SOL BLOCKING, T1 AC. T. CEILING SEE RCP ON 'A3.1 FOR CEILING HEIGHT 1/2" GWB SOFFIT ON 3 8" METAL STUDS 9 I(o" O.C. CRIBE CABINET O SOFFIT 4 :AULK W/ EALANT 'L.P. CABINET OF, BOTTOM, IDES 4 BACK ' L.P. HINGED )OOR W/ PULL LECTRICAL , 001,0" IUTLET 9 60" SCRIBE CABINET FF TO SOFFIT 4 'L.P. CABINET CAULK W/ OP, BOTTOM, SEALANT IDES 4 BACK `F9 �SSt T. LILK WITH SEALANT CONT. WOOD LINE OF SIDE BLK'G SPLASH BEYOND CABINET DETAILS SCRIBE TO date 06/16/06 WALL 4 CAULK L.P. COUNTERTOP 4 W/SEALANT BACKSPLASH 0 _GLUE Lu BACKSPLASH y: TO O COUNTERTOP 4 SECURE W/ SCREWS s 2'-0" O.C. PULL, TYP. " L.P. HINGED DOOR BASE. SEE W. VN v FINISH SCHED. 3" �— �'� FINISH FLOOR W. FINISH SCHE 545E CA51NET 1=1RA5H/R C"'CLE l WALL CA5. SCALE: 1-1/2" = V-0" CONT. SOLID BLOCKING, TYP. ,EE 311 - iD. E3A5E CA IN T lelAW 5 �I.2 SCALE: 1-1/2" -- 1'-0" �- LINE OF SIDE SPLASH BEYOND �— L.P. COUNTERTOP 4 BACKSPLASH L.P. DRAWER FRONT W/ PULL, TYP. BASE. SEE RM. FINISH SCHED_ FINISH FLOOR SEE RM. FINISH SCHED, SOLID WOOD BLOCKING TOP 4 BOTTOM TYP. elm AC. T. CEILING SEE RCP ON A3.1 FOR CEILING HEIGHT I i i j' I .. I I/2" GWB SOFFIT i ON 3 J" METAL I STUDS 6 16" O.C. I I: (V , 001,0" zo SCRIBE CABINET hopkinton, massachusetts TO SOFFIT 4 } CAULK W/ Lu SEALANT ui `F9 �SSt T. u! CONT. WOOD cD BLK'G YARMOUTH, MASSACHUSETTS CABINET DETAILS " L.P. CABINET date 06/16/06 TOP, BOTTOM, q SIDES 4 BACK z 0 Lu L.P. HINGED y: DOOR W/ PULL O SCRIBE TO WALL 4 CAULK W/SEALANT " L.P. END PANEL BASE WALL CA51NET 41REFRIGERATOR SCALE: 1-1/2" = I'-0" COPYRIGHT 2005 CARELL GROUP, INC. , 001,0" 85 main street hopkinton, massachusetts tela 508 497 0909 fax 508 497 0999 ���ED AR�y�T\ QL�G R J.p C� No. 5022 BOS N. `F9 �SSt T. YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS CABINET DETAILS scale AS NOTED date 06/16/06 drawn by 1A job no 0507.00 sheet 0 0 COPYRIGHT 2005 CARELL GROUP, INC. CONT. WOOC BLK'C SOLID WOOL BLOCKINC TOP BOTTOM TYP SCRIBE TC WALL 4 CAULi< W/SEALANT UNDER CABINET LIGHT FIXTURE, SEE ELEC, DMS, SCRIBE TO WALL 4 CAULK W/SEALANT GLUE BACKSPLASH TC COUNTERTOP 4 SECURE W/ SCREWS a 2'-0" O.G. CONT. SOLID BLOCKING, TYP. E3A5E GAE31NET UJ/ SINK $ WALL CAE31NET SCALE: 1-1/2" -- I'-0" AC, T. CEILING SEE RCP ON A3.1 FOR CEILING HEIGHT 1/2" GWB SOFFIT ON 3 1" METAL STUDS 16" O.G. SCRIBE CABINET TO SOFFIT CAULK W1. SEALANT a" L.P. CABINET TOP, BOTTOM, SIDES 4 BACK L.P. SHELVING ON RECESSED ADJUSTABLE METAL STANDARDS " L.P. HINGED DOOR W/ PULL L.P. LIGHT VALANCE L.P. COUNTERTOP 4 BACKSPLASH L.P. APRON :ONCEALED aINGES, YP. BASE. SEE RM. =1NISH SCHED. =1NI5H FLOOR SEE RM. FINISH cul=o L.P. APRON i, ' GWB SOFFIT i NOTE: ELEC. OUTLET i- I I METAL CLOSURE i' 2 LOCKER/5,NCH 1DETAIL PEGBOARD PTD ON Ix3 WOOD FRAME 21-011 FULL PERIMETER tel. 508 497 0909 BACKSPLASH =,N 1x2 PTD WOOD VERTICAL v FAt F SSS �o FRAMING e 4'-0" O.C. MAX YARMOUTH FIRE STATION c3 DO NOT OBSTRUCT i � DETAILS PEGBOARD HOLES `t date 06/16/06 drawn by 1A I METAL SHELF 2X HORIZONTAL a' L.P. SHELVING MASONITE OVER 3/4" PLYWOOD 10 PULL, TYP. BLOCKING F— ADJUST" STANDARDS i I GWB PART. I — — — —" L.P. CABINET � DRAWER - BOTTOM, 51DE5 4. I I -� ' i I HANGER ROD I I � LINE OF DOUBLE i I I I DOOR SHOWN DASHED I i I METAL DIVIDER I I I I -I-- — METAL SWELF 2X HORIZONTAL— ORIZONTAL I` BLOCKING BLOCKING I 1 GWB PART. 3/4" MAPLE VENEER PLYWOOD W/ 3/4" PLYWOOD 3 COATS POLY. - � 1 I LOCKER BENCH- ENCH- 11/4" 11/4" THICK 12" WIDE 71=!- ^� MAPLE STRIP 16 TIDO COAT VARNISH FINISH --------- ---- ----- 3/8" FLAT STEEL BLOCKING ! I , I BAR SUPPORT g GWB PART. 2x4 WOOD FRAMING I. SECTION BOLTED TO THE GROUND 2 LOCKER/5,NCH 1DETAIL v 1 ^a� STEEL ANGLES 5ECURED TO CONIC SLAB AT EACH LEG LOCKER INTERIOR LAYOUT 3 WORKBENCH 5ECTION ,4i 3 SCALE: 1" = I'-0" 4 " L.P. SHELVING ONL.P. COUNTERTOP 4 4" L.P. CABINET RECESSED ADJUSTABLE BACKSPLASH TOP, BOTTOM, SIDES 4 METAL STANDARDS BACK Lni �,N p FI BASE. SEE RM. FINISH SCHED. Ix 3" FINISH FLOOR SEE RM. FINISH SCHED. KITCHEN I5LAND KITCHE.N 10(o AI.3) SCALE: 1" = 1'-0" ,,; l0 " L.P. SHELVING CQ ON RECESSED ADJUST STANDARDS 3FINISH FLOOR, SEE RM, BASE. SEE RM. FINISH FINISH SCHED. SCHED. KITCHEN ISLAND KITCHEN 10(o �3J SCALE: 1" = 1'-0" PEGBOARD PTD ON Ix3 WOOD FRAME L.P. COUNTERTOP FULL PERIMETER tel. 508 497 0909 BACKSPLASH =,N 1x2 PTD WOOD VERTICAL v FAt F SSS �o FRAMING e 4'-0" O.C. MAX YARMOUTH FIRE STATION c3 DO NOT OBSTRUCT CABINET DETAILS PEGBOARD HOLES `t date 06/16/06 drawn by 1A CONTINUOUS PLUG MOLD sheet 0 7.0 a' L.P. SHELVING MASONITE OVER 3/4" PLYWOOD 10 PULL, TYP. ON RECESSED ADJUST" STANDARDS i I L.P. HINGED DOOR 2x4 a EACH END i —" L.P. CABINET 4 e 4'-0" O.C. - BOTTOM, 51DE5 4. 8 BACK -� 4x4 LEGS is 4'-0" OC MAX v 1 ^a� STEEL ANGLES 5ECURED TO CONIC SLAB AT EACH LEG LOCKER INTERIOR LAYOUT 3 WORKBENCH 5ECTION ,4i 3 SCALE: 1" = I'-0" 4 " L.P. SHELVING ONL.P. COUNTERTOP 4 4" L.P. CABINET RECESSED ADJUSTABLE BACKSPLASH TOP, BOTTOM, SIDES 4 METAL STANDARDS BACK Lni �,N p FI BASE. SEE RM. FINISH SCHED. Ix 3" FINISH FLOOR SEE RM. FINISH SCHED. KITCHEN I5LAND KITCHE.N 10(o AI.3) SCALE: 1" = 1'-0" ,,; l0 " L.P. SHELVING CQ ON RECESSED ADJUST STANDARDS 3FINISH FLOOR, SEE RM, BASE. SEE RM. FINISH FINISH SCHED. SCHED. KITCHEN ISLAND KITCHEN 10(o �3J SCALE: 1" = 1'-0" PEGBOARD PTD ON Ix3 WOOD FRAME 85 main street FULL PERIMETER tel. 508 497 0909 8 "No. 5022 r SOS o W 1x2 PTD WOOD VERTICAL v FAt F SSS �o FRAMING e 4'-0" O.C. MAX YARMOUTH FIRE STATION c3 DO NOT OBSTRUCT CABINET DETAILS PEGBOARD HOLES `t date 06/16/06 drawn by 1A CONTINUOUS PLUG MOLD sheet 0 7.0 MASONITE OVER 3/4" PLYWOOD 10 W/ A 3/4" HARDWOOD EDGE i I 2x4 a EACH END i 4 e 4'-0" O.C. 8 -� 4x4 LEGS is 4'-0" OC MAX i / i v 1 ^a� STEEL ANGLES 5ECURED TO CONIC SLAB AT EACH LEG LOCKER INTERIOR LAYOUT 3 WORKBENCH 5ECTION ,4i 3 SCALE: 1" = I'-0" 4 " L.P. SHELVING ONL.P. COUNTERTOP 4 4" L.P. CABINET RECESSED ADJUSTABLE BACKSPLASH TOP, BOTTOM, SIDES 4 METAL STANDARDS BACK Lni �,N p FI BASE. SEE RM. FINISH SCHED. Ix 3" FINISH FLOOR SEE RM. FINISH SCHED. KITCHEN I5LAND KITCHE.N 10(o AI.3) SCALE: 1" = 1'-0" ,,; l0 " L.P. SHELVING CQ ON RECESSED ADJUST STANDARDS 3FINISH FLOOR, SEE RM, BASE. SEE RM. FINISH FINISH SCHED. SCHED. KITCHEN ISLAND KITCHEN 10(o �3J SCALE: 1" = 1'-0" PEGBOARD PTD ON Ix3 WOOD FRAME 85 main street FULL PERIMETER tel. 508 497 0909 8 "No. 5022 r SOS o W 1x2 PTD WOOD VERTICAL v FAt F SSS �o FRAMING e 4'-0" O.C. MAX YARMOUTH FIRE STATION c3 DO NOT OBSTRUCT CABINET DETAILS PEGBOARD HOLES `t date 06/16/06 drawn by 1A CONTINUOUS PLUG MOLD sheet 0 7.0 MASONITE OVER 3/4" PLYWOOD 10 W/ A 3/4" HARDWOOD EDGE i I 2x4 a EACH END 4 e 4'-0" O.C. 8 -� 4x4 LEGS is 4'-0" OC MAX v 1 ^a� STEEL ANGLES 5ECURED TO CONIC SLAB AT EACH LEG LOCKER INTERIOR LAYOUT 3 WORKBENCH 5ECTION ,4i 3 SCALE: 1" = I'-0" 4 " L.P. SHELVING ONL.P. COUNTERTOP 4 4" L.P. CABINET RECESSED ADJUSTABLE BACKSPLASH TOP, BOTTOM, SIDES 4 METAL STANDARDS BACK Lni �,N p FI BASE. SEE RM. FINISH SCHED. Ix 3" FINISH FLOOR SEE RM. FINISH SCHED. KITCHEN I5LAND KITCHE.N 10(o AI.3) SCALE: 1" = 1'-0" ,,; l0 " L.P. SHELVING CQ ON RECESSED ADJUST STANDARDS 3FINISH FLOOR, SEE RM, BASE. SEE RM. FINISH FINISH SCHED. SCHED. KITCHEN ISLAND KITCHEN 10(o �3J SCALE: 1" = 1'-0" © COPYRIGHT 2005 CARELL GROUP, INC. 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 "No. 5022 r SOS o W v FAt F SSS YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS CABINET DETAILS scale AS NOTED date 06/16/06 drawn by 1A job no 0507.00 sheet 0 7.0 © COPYRIGHT 2005 CARELL GROUP, INC. GENERAL NOTES: FOUNDATION F1. ALL FOOTINGS SHALL CARRY DOWN TO MATERIAL HAVING A MINIMUM BEARING CAPACITY OF 1.0 TONS PER SQUARE FOOT. GENERAL CONTRACTOR SHALL VERIFY BEARING CAPACITY IN THE FIELD PRIOR TO INSTALLING FOUNDATIONS. ELEVATIONS GIVEN CORRESPOND TO THE COMPUTED BOTTOM OF FOOTING AND ARE MINIMUM DEPTHS WHICH ARE NOT TO BE CONSTRUED AS LIMITING IN ANY WAY THE DEPTH OF EXCAVATION REQUIRED TO REACH GOOD BEARING. F2. NO FOOTING SHALL BE PLACED IN WATER OR ON FROZEN GROUND. F3. IN GENERAL, EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN A MINIMUM OF 4'-0" BELOW FINISHED GRADE. F4. ALL FOOTING EXCAVATIONS ARE TO BE FINISHED BY HAND. F5. ALL FINISHED FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE ARCHITECT OR HIS DESIGNATE BEFORE ANY CONCRETE IS PLACED. F6. UNLESS OTHERWISE NOTED, ALL FOOTINGS SHALL BE CENTERED UNDER SUPPORTED MEMBERS. F7. REMOVAL OF DISTURBED AND UNSUITABLE MATERIALS AND PLACING, COMPACTING, AND TESTING OF COMPACTED FILL SHALL BE OBSERVED BY A PROFESSIONAL GEOTECHNICAL ENGINEER, REGISTERED IN THE STATE OF MASSACHUSETTS AND RETAINED BY THE OWNER. F8. PROVIDE 12" MINIMUM OF COMPACTED GRAVEL BELOW SLABS ON GRADE. CONCRETE C1. ALL CONCRETE WORK .SHALL CONFORM TO THE LATEST EDITION OF THE ACI BUILDING CODE. C2. ALL CONCRETE SHALL . BE CONTROLLED CONCRETE, MIXED AND PLACED UNDER THE SUPERVISION OF THE OWNERS, INDEPENDENT TESTING AGENCY. C3. ALL CONCRETE SHALL ATTAIN 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. SLAB ON GRADE CONCRETE TO BE 4000 PSI. C4. ALL CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN. VERTICAL AND HORIZONTAL CONSTRUCTION JOINTS IN ARCHITECTURAL CONCRETE SHALL ONLY BE MADE AS SHOWN ON THE CONTRACT DOCUMENTS AND NO DEVIATION WILL BE ALLOWED. C5. JOINTS IN CONCRETE SLAB ON GRADE SHALL NOT EXCEED 20'-0" AND SHALL ALIGN WITH COLUMN CENTER LINES WHERE PRACTICAL. REVIEW CONTROL JOINTS WITH ARCHITECT PRIOR TO SLAB PLACEMENT. C6. CONCRETE TO BE EXPOSED TO FREEZING TEMPERATURES IN THE FINISHED CONDITION SHALL BE AIR ENTRAINED. C7. PROVIDE VAPOR BARRIER UNDER INTERIOR SLABS ON GRADE. REINFORCING R1. ALL REINFORCING SHALL CONFORM TO ASTM A615 -GRADE 60. R2. ALL REINFORCEMENT SHALL CONFORM TO THE ACI STANDARD AND TO THE MANUAL OF STANDARD PRACTICE OF THE CRSI IN ALL DETAILS, INCLUDING FABRICATION, PLACEMENT, SUPPORT, CLEARANCES, AND LAPS. R3. UNLESS OTHERWISE NOTED, PROVIDE AT ALL FOUR SIDES OF AN OPENING, 1 #5 EACH FACE IN OPENING, 1 #5 TOP AND BOTTOM IN SLABS AND 1 #5 EACH FACE IN WALLS, EXTENDING 2'-0" .BEYOND OPENING. R4. CLEARANCE OF REINFORCING FROM ADJACENT SURFACES UNLESS SHOWN OTHERWISE SHALL BE; A. UNFORMED SURFACES IN CONTACT WITH GROUND OR EXPOSED TO WEATHER 3". B. FORMED SURFACES IN CONTACT WITH GROUND OR EXPOSED TO WEATHER: 1. #5 BAR OR SMALLER - 1 112- 2. BARS LARGER THAN #5 - 2 C. BOTTOM SURFACES OF SLABS ON GRADE 3". D. FORMED SURFACES NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 1. #11 BARS OR SMALLER - 3/4- 2. BARS LARGER THAN #11 - 1 1/2- E. IN ALL CASES NOT LESS THAN THE DIAMETER. OF BARS, MAXIMUM DEVIATION FROM THESE REQUIREMENTS SHALL BE 1/4* FOR SECTION 10 INCHES THICK OR LESS, ADD 1/2 FOR SECTION OVER 10 INCHES THICK. R5. WELDED WIRE MESH SHALL CONFORM TO ASTM 185. STRUCTURAL STEEL S1. ALL STRUCTURAL STEEL FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST ISSUE OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. S2. ALL STRUCTURAL STEEL BEAMS AND GIRDERS SHALL CONFORM TO S4. AStMANEWIRY 691_55 IMALTUEffE S M EM 9Fg4'Efi48f AS1 i . A500, Y = 46 KSI. S5. RNOROIRNBOEILiDUWrB TIBh&9E9NMM& CBEIMUMIEEINOOM,139II .LIN31D OMBEENIREDOM.ORREMM-EWREEIUMMSLMMSIMBOEMIEUWMCTIONS SHALL CONFORM TO ASTM A325. S6. EXPANSION AND EPDXY BOLTS AND SLEEVE ANCHORS AS MANUFACTURED BY "HILTI CORP". S7. ALL STEEL EXPOSED TO WEATHER OR MOISTURE, INCLUDING BUT NOT LIMITED TO: LINTELS, SILL ANGLES, AND STEEL EMBEDDED IN EXTERIOR MASONRY OR CONCRETE, SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION. REINFORCED CONCRETE MASONRY M1. ALL REINFORCED CONCRETE MASONRY SHALL CONFORM TO THE LATEST EDITION OF THE NCMA "SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD-BEARING CONCRETE MASONRY". M2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, TYPE I, NORMAL WEIGHT WITH AN AVERAGE MINIMUM COMPRESSIVE STRENGTH OF 2,000 POUNDS PER SQUARE INCH ON THE NET AREA. M3. MORTAR SHALL CONFORM TO ASTM C270, TYPE S. AND SHALL DEVELOP A COMPRESSIVE STRENGTH OF 1,800 POUNDS PER SQUARE INCH AT 28 DAYS. M4. GROUT SHALL CONFORM TO ASTM C476, FINE TYPE, AND SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. M5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 TYPICALLY, REINFORCING BARS BEING WELDED SHALL CONFORM TO A706, GRADE 60. DEFORMED HORIZONTAL TRUSS REINFORCING MATERIAL SHALL CONFORM TO ASTM A82 AND SHALL HAVE MINIMUM CROSS-SECTIONAL AREAS INDICATED ON PLANS OR IN SECTIONS M6. PROVIDE HORIZONTAL AND VERTICAL REINFORCING AS NOTED ON THE DRAWINGS AND FILL ALL REINFORCED BLOCK CELLS WITH GROUT. M7. GROUTING SHALL BE LIMITED TO A MAXIMUM WALL HEIGHT OF 4 FEET PER LIFT. M8. REINFORCE CMU AT ALL ELEVATORS, STAIRS, AND MEANS OF EGRESS AND EXTERIOR WALLS WITH A MINIMUM #7 ® 48" ON CENTER VERTICALLY. M9. PROVIDE 48 DIAMETER LAPS FOR ALL REINFORCING UNLESS NOTED OTHERWISE. CW3. UNLESS OTHERWISE NOTED, ALL NAILING AND FASTENING SHALL BE IN ACCORDANCE WITH SECTION 2305.2 FASTENING SCHEDULE, MASSACHUSETTS BUILDING CODE. CW4. WOOD SILLS BENEATH ALL INTERIOR AND EXTERIOR BEARING WALLS AND ALL MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH THE "AMERICAN WOOD PRESERVERS ASSOCIATION, STANDARD C1 ". CW5. ALL STUD WALLS, BEARING AND NON-BEARING, SHALL HAVE ONE ROW OF CONTINUOUS 2X SOLID BLOCKING BETWEEN', STUDS AT MID -HEIGHT. BLOCKING SIZE TO MATCH STUD SIZE. CW6. FRAMING MEMBERS SHALL NOT BE NOTCHED, CUT OR ALTERED IN THE FIELD WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER. CW7. ALL METAL CONNECTORS FOR ,WOOD CONSTRUCTION SHALL BE HOT -DIPPED GALVANIZED METAL SHAPES AS MANUFACTURED BY "SIMPSON STRONG -TIE COMPANY, INC." AND BE ATTACHED BY THE GENERAL CONTRACTOR AS PER THE "SIMPSON STRONG -TIE" SPECIFICATION. CW8. ALL ROOF SHEATHING SHALL BE 5/8 INCH APA RATED PLYWOOD SHEATHING 32/16 - UNO. USE EXPOSURE 1, STRUCTURAL 1, C -D, PANELS, EXCEPT USE EXTERIOR PANELS FOR STARTER STRIPS ALONG EAVES AND WHEN LONG CONSTRUCTION DELAYS ARE ANTICIPATED. APPLY PANELS WITH THE FACE GRAIN PERPENDICULAR TO THE RAFTERS OR TRUSSES AND CONTINUOUS OVER TWO OR MORE SPANS. ATTACH PANELS WITH GLUE AND 10d COMMON NAILS AT 4 INCHES ON CENTER AT PANEL EDGES AND 8 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. CW9. ALL FLOOR SHEATHING SHALL BE 3/4" APA RATED "STUR-I-FLOOR", 24 OC, TONGUE AND GROOVE. USE EXPOSURE 1 PANELS, APPLY PANELS WITH THE FACE GRAIN PERPENDICULAR TO THE JOISTS OR TRUSSES AND CONTINUOUS OVER TWO OR MORE SPANS. ATTACH PANELS BY GLUE -NAILING AS FOLLOWS: A. SPREAD GLUE IN ACCORDANCE WITH RECOMMENDATIONS OF GLUE MANUFACTURER AND INDUSTRY PRACTICE. B. STAGGER END JOINTS IN EACH SUCCEEDING ROW, LEAVING 1/8 INCH SPACE BETWEEN ALL END AND END JOINTS, INCLUDING TONGUE AND GROOVE EDGES. C. COMPLETE ALL NAILING OF EACH PANEL BEFORE GLUE SETS WITH 8d RING OR SCREW SHANK NAILS AT 4 INCHES ON CENTER AT PANEL EDGES AND 8 INCHES AT INTERMEDIATE SUPPORTS. CW10. "TJL OR TJLX" REFERS TO k WOOD OPEN WEB TRUSS MANUFACTURED BY TRUSS JOIST MACMILLAN, BOISE, IDAHO OR APPROVED EQUAL. REFER TO MANUFACTURERS RECOMMENDATIONS REGARDING ATTACHMENTS, BRACING, WEB STIFFENERS, BLOCKING, ETC.; FLOOR LIVE LOAD DEFLECTION LIMIT L/600. CW11. ALL EXTERIOR WALL SHEATHING SHALL BE 1/2 INCH APA RATED, EXPOSURE 1, STRUCTURAL 1, PLYWOOD C -D PANELS. ATTACH PANELS WITH 10d COMMON NAILS 0 4" OC AT PANEL EDGES AND 8" OC AT INTERMEDIATE SUPPORTS - UNO. ALL PLYWOOD WALL SHEATHING SHALL BE BLOCKED AT PANEL EDGES WOOD TRUSSES WT1. WOOD TRUSSES MEMBERS AND CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR, AND BE SUBMITTED TO THE ARCHITECT FOR DIMENSIONAL REVIEW AND RECORD PURPOSES ONLY. FABRICATED AND ERECTED IN ACCORDANCE WITH THE FOLLOWING: A. NFoPA "NATIONAL DESIGN! SPECIFICATION FOR WOOD CONSTRUCTION" B. ATTC "TIMBER CONSTRUCTION MANUAL" C. TPI "DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES" D. WTCA "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" W172. TRUSS MEMBER AND CONNECTION DESIGNS SHALL BE MODIFIED BY THE APPLICABLE FACTORS LISTED IN AITC "TIMBER CONSTRUCTION MANUAL". W173. REFER TO DESIGN LOAD NOTES HEREIN FOR DETERMINING DEAD AND LIVE LOAD REQUIREMENTS. ARCHITECTURAL CONTRACT DOCUMENTS SHALL BE REFERRED TO FOR EXTENT AND LOCATIONS OF AREAS NOTED AS OFFICES, APARTMENTS, CORRIDORS, ETC. THE TRUSS DESIGNER SHALL INCORPORATE THESE LOADS INTO THE DESIGN CALCULATIONS FOR PROPER MEMBER SIZING. DEFLECTION LIMITATIONS ARE AS FOLLOWS: A. L/240; DEAD LOAD. B. L/600; FLOOR LIVE LOAD. C. L/360; ROOF LIVE LOAD. WT4. SUBMIT SHOP DRAWINGS WHICH SHALL INCLUDE DIMENSIONED INDIVIDUAL TRUSS MEMBER CONFIGURATIONS, MEMBER LOADING AND SIZES WITH ACCOMPANYING WOOD SPECIES AND LUMBER GRADE, TEMPORARY AND PERMANENT BRACING REQUIREMENTS, CONNEC11ON LAYOUTS WITH THEIR ASSOCIATED SPECIFICATIONS AND A DIMENSIONED ERECTION PLAN INDICATING THE LOCATION OF EACH TRUSS, ALL OF WHICH SHALL BEAR THE STAMP AND SIGNATURE OF A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF MASSACHUSETTS. W175. WHERE REQUIRED BY THE CONTRACT DOCUMENTS, ALL METAL CONNECTORS FOR TRUSSES INCLUDING BUT NOT LIMITING TO; TRUSS HANGERS, HOLDDOWNS, HURRICANE ANCHORS AND STRAPPING, SHALL BE HOT -DIPPED GALVANIZED METAL SHAPES AS MANUFACTURED BY "SIMPSON j STRONG -TIE COMPANY, INC." AND BE ATTACHED BY THE GENERAL CONTRACTOR AS PER THE *SIMPSON STRONG -TIE" SPECIFICATION. W176. THE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND EQUIPMENT CONTRACT DOCUMENTS SHALL BE REFERRED TO FOR LAYOUT AND CONFIGURATION REQUIREMENTS NOT SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. W17. CENTERLINES OF INDIVIDUAL TRUSS MEMBERS SHALL ALIGN AT JOINTS AND OVER SUPPORTS OR DUE CONSIDERATION SHALL BE TAKEN BY THE TRUSS DESIGNER TO ACCOUNT FOR ANY ECCENTRICITY. WT8. TRUSS MEMBERS SHALL NOT BE NOTCHED, CUT OR ALTERED IN THE FIELD WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER.I DESIGN LOADS D1. FLOOR LIVE LOADS ROOMS/OFFICE (INCLUDING PARTITONS). . .80 PSF CORRIDORS ,80 PSF STAIRS , 100 PSF MEZANINE STORAGE , , , , , , , , 125 PSF D2. DEAD LOADS ALL FLOORS, 15 PSF BOTTOM CHORD ROOF TRUSSES, , , , , , , .15 PSF TOP CHORD ROOF TRUSSES . ........ . 15 PSF D3. ROOF LIVE LOADS ZONE 1, 25 PSF PLUS ALLOWANCE FROM SNOW DRIFT 37.5 PSF UNBALANCED LOAD AT GABLE ROOFS D4. WIND LOADS ZONE 3, EXPOSURE B. REFERENCE WIND PRESSURE 21 PSF D5. SEISMIC LOADS SEISMIC HAZARD EXPOSURE GROUP. ........ .III SEISMIC PERFORMANCE CATEGORY . ............. . D SOIL PROFILE TYPE . ....... . S3 SITE COEFFICIENT = . ....... .1.5 BASIC STRUCTURAL SYSTEM. .. . REINFORCED MASONRY SHEAR WALLS RESPONSE MODIFICATION FACTOR . .... . DEFLECTION AMPLIFICATION FACTOR. ... . ANALYSES PROCEDURE . .... . . R = 3.5 (MASONRY) . Cd = 3.0 (MASONRY) EQUIVALENT LATERAL FORCE 4 the a e I AO-ObAll rem 0 R I v Al 85 main street MISCELLANEOUS tel. 508 497 0909 fax. 5Q8 497 0999 I f Ssyc .,,?,ED S Rcy�TF� C r MS1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. CONVENTIONAL WOOD FRAMINGM52. RNo.`29480 p C/sT�P4'� BOSTON. a CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS CW1. ALL SAWN LUMBER FRAMING MEMBERS SHALL BE SOUTHERN YELLOW PINE WITH THE Bernard Doherty .E. FOR VERIFICATION OF LOCATIONS AND DIMENSIONS OF CHASES, INSERTS, FOLLOWING MINIMUM GRADES: i Email Bemie-Doherty@hotmail.com OPENINGS, SLEEVES, WASHES, DRIPS, REVEALS, REGLETS, DEPRESSIONS, A. JOISTS, RAFTERS, SOLID AND BUILT-UP BEAMS, WALL STUDS AND LINTELS; scale: AS NOTED EQUIPMENT PADS AND OTHER PROJECT REQUIREMENTS. drawn by: BD NO. 2 GRADE (Fb = 1250 I PSI). sheet S00-1 MS3. OPENINGS IN SLABS AND WALLS LESS THAN 12 INCHES SQUARE ARE NOT B. SILLS AND PLATES; NO. 2 GRADE (Fb = 1250 PSI . SHOWN. PENETRATION OF STRUCTURE BY MECHANICAL, ELECTRICAL AND C. SOLID WOOD POSTS; N0. 2 GRADE (Fb = 850 PSI (Fc = 525 PSI). PLUMBING SERVICES ARE GENERALLY NOT SHOWN. IT IS THE BRIDGING, BLOCKING AND NAILERS; NO. 2 GRADE Fb = 1250 PSI). CONTRACTORS RESPONSIBILITY TO COORDINATE THESE OPENINGS WITH ,D. THE SHOP DRAWINGS. CW2. ALL "MICRO LAM' (ML) MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: MS4. UNLESS OTHERWISE NOTED, DETAILS, SECTIONS, AND NOTES SHOWN IN THE A. E = 2,000,000 PSI CONTRACT DOCUMENTS SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR B. Fb = 2800 PSI SITUATIONS. C. Ft = 1850 PSI MS5. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELEVATIONS ON D. Fc perpendicular) = 500 PSI PLANS AND SECTIONS WITH ARCHITECTURAL DRAWINGS. E. F. Fc parallel) = 2700 PSI Fv = 285 PSI MS6. STRUCTURAL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE, 6TH EDITION. CW3. UNLESS OTHERWISE NOTED, ALL NAILING AND FASTENING SHALL BE IN ACCORDANCE WITH SECTION 2305.2 FASTENING SCHEDULE, MASSACHUSETTS BUILDING CODE. CW4. WOOD SILLS BENEATH ALL INTERIOR AND EXTERIOR BEARING WALLS AND ALL MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH THE "AMERICAN WOOD PRESERVERS ASSOCIATION, STANDARD C1 ". CW5. ALL STUD WALLS, BEARING AND NON-BEARING, SHALL HAVE ONE ROW OF CONTINUOUS 2X SOLID BLOCKING BETWEEN', STUDS AT MID -HEIGHT. BLOCKING SIZE TO MATCH STUD SIZE. CW6. FRAMING MEMBERS SHALL NOT BE NOTCHED, CUT OR ALTERED IN THE FIELD WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER. CW7. ALL METAL CONNECTORS FOR ,WOOD CONSTRUCTION SHALL BE HOT -DIPPED GALVANIZED METAL SHAPES AS MANUFACTURED BY "SIMPSON STRONG -TIE COMPANY, INC." AND BE ATTACHED BY THE GENERAL CONTRACTOR AS PER THE "SIMPSON STRONG -TIE" SPECIFICATION. CW8. ALL ROOF SHEATHING SHALL BE 5/8 INCH APA RATED PLYWOOD SHEATHING 32/16 - UNO. USE EXPOSURE 1, STRUCTURAL 1, C -D, PANELS, EXCEPT USE EXTERIOR PANELS FOR STARTER STRIPS ALONG EAVES AND WHEN LONG CONSTRUCTION DELAYS ARE ANTICIPATED. APPLY PANELS WITH THE FACE GRAIN PERPENDICULAR TO THE RAFTERS OR TRUSSES AND CONTINUOUS OVER TWO OR MORE SPANS. ATTACH PANELS WITH GLUE AND 10d COMMON NAILS AT 4 INCHES ON CENTER AT PANEL EDGES AND 8 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. CW9. ALL FLOOR SHEATHING SHALL BE 3/4" APA RATED "STUR-I-FLOOR", 24 OC, TONGUE AND GROOVE. USE EXPOSURE 1 PANELS, APPLY PANELS WITH THE FACE GRAIN PERPENDICULAR TO THE JOISTS OR TRUSSES AND CONTINUOUS OVER TWO OR MORE SPANS. ATTACH PANELS BY GLUE -NAILING AS FOLLOWS: A. SPREAD GLUE IN ACCORDANCE WITH RECOMMENDATIONS OF GLUE MANUFACTURER AND INDUSTRY PRACTICE. B. STAGGER END JOINTS IN EACH SUCCEEDING ROW, LEAVING 1/8 INCH SPACE BETWEEN ALL END AND END JOINTS, INCLUDING TONGUE AND GROOVE EDGES. C. COMPLETE ALL NAILING OF EACH PANEL BEFORE GLUE SETS WITH 8d RING OR SCREW SHANK NAILS AT 4 INCHES ON CENTER AT PANEL EDGES AND 8 INCHES AT INTERMEDIATE SUPPORTS. CW10. "TJL OR TJLX" REFERS TO k WOOD OPEN WEB TRUSS MANUFACTURED BY TRUSS JOIST MACMILLAN, BOISE, IDAHO OR APPROVED EQUAL. REFER TO MANUFACTURERS RECOMMENDATIONS REGARDING ATTACHMENTS, BRACING, WEB STIFFENERS, BLOCKING, ETC.; FLOOR LIVE LOAD DEFLECTION LIMIT L/600. CW11. ALL EXTERIOR WALL SHEATHING SHALL BE 1/2 INCH APA RATED, EXPOSURE 1, STRUCTURAL 1, PLYWOOD C -D PANELS. ATTACH PANELS WITH 10d COMMON NAILS 0 4" OC AT PANEL EDGES AND 8" OC AT INTERMEDIATE SUPPORTS - UNO. ALL PLYWOOD WALL SHEATHING SHALL BE BLOCKED AT PANEL EDGES WOOD TRUSSES WT1. WOOD TRUSSES MEMBERS AND CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR, AND BE SUBMITTED TO THE ARCHITECT FOR DIMENSIONAL REVIEW AND RECORD PURPOSES ONLY. FABRICATED AND ERECTED IN ACCORDANCE WITH THE FOLLOWING: A. NFoPA "NATIONAL DESIGN! SPECIFICATION FOR WOOD CONSTRUCTION" B. ATTC "TIMBER CONSTRUCTION MANUAL" C. TPI "DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES" D. WTCA "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" W172. TRUSS MEMBER AND CONNECTION DESIGNS SHALL BE MODIFIED BY THE APPLICABLE FACTORS LISTED IN AITC "TIMBER CONSTRUCTION MANUAL". W173. REFER TO DESIGN LOAD NOTES HEREIN FOR DETERMINING DEAD AND LIVE LOAD REQUIREMENTS. ARCHITECTURAL CONTRACT DOCUMENTS SHALL BE REFERRED TO FOR EXTENT AND LOCATIONS OF AREAS NOTED AS OFFICES, APARTMENTS, CORRIDORS, ETC. THE TRUSS DESIGNER SHALL INCORPORATE THESE LOADS INTO THE DESIGN CALCULATIONS FOR PROPER MEMBER SIZING. DEFLECTION LIMITATIONS ARE AS FOLLOWS: A. L/240; DEAD LOAD. B. L/600; FLOOR LIVE LOAD. C. L/360; ROOF LIVE LOAD. WT4. SUBMIT SHOP DRAWINGS WHICH SHALL INCLUDE DIMENSIONED INDIVIDUAL TRUSS MEMBER CONFIGURATIONS, MEMBER LOADING AND SIZES WITH ACCOMPANYING WOOD SPECIES AND LUMBER GRADE, TEMPORARY AND PERMANENT BRACING REQUIREMENTS, CONNEC11ON LAYOUTS WITH THEIR ASSOCIATED SPECIFICATIONS AND A DIMENSIONED ERECTION PLAN INDICATING THE LOCATION OF EACH TRUSS, ALL OF WHICH SHALL BEAR THE STAMP AND SIGNATURE OF A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF MASSACHUSETTS. W175. WHERE REQUIRED BY THE CONTRACT DOCUMENTS, ALL METAL CONNECTORS FOR TRUSSES INCLUDING BUT NOT LIMITING TO; TRUSS HANGERS, HOLDDOWNS, HURRICANE ANCHORS AND STRAPPING, SHALL BE HOT -DIPPED GALVANIZED METAL SHAPES AS MANUFACTURED BY "SIMPSON j STRONG -TIE COMPANY, INC." AND BE ATTACHED BY THE GENERAL CONTRACTOR AS PER THE *SIMPSON STRONG -TIE" SPECIFICATION. W176. THE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND EQUIPMENT CONTRACT DOCUMENTS SHALL BE REFERRED TO FOR LAYOUT AND CONFIGURATION REQUIREMENTS NOT SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. W17. CENTERLINES OF INDIVIDUAL TRUSS MEMBERS SHALL ALIGN AT JOINTS AND OVER SUPPORTS OR DUE CONSIDERATION SHALL BE TAKEN BY THE TRUSS DESIGNER TO ACCOUNT FOR ANY ECCENTRICITY. WT8. TRUSS MEMBERS SHALL NOT BE NOTCHED, CUT OR ALTERED IN THE FIELD WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER.I DESIGN LOADS D1. FLOOR LIVE LOADS ROOMS/OFFICE (INCLUDING PARTITONS). . .80 PSF CORRIDORS ,80 PSF STAIRS , 100 PSF MEZANINE STORAGE , , , , , , , , 125 PSF D2. DEAD LOADS ALL FLOORS, 15 PSF BOTTOM CHORD ROOF TRUSSES, , , , , , , .15 PSF TOP CHORD ROOF TRUSSES . ........ . 15 PSF D3. ROOF LIVE LOADS ZONE 1, 25 PSF PLUS ALLOWANCE FROM SNOW DRIFT 37.5 PSF UNBALANCED LOAD AT GABLE ROOFS D4. WIND LOADS ZONE 3, EXPOSURE B. REFERENCE WIND PRESSURE 21 PSF D5. SEISMIC LOADS SEISMIC HAZARD EXPOSURE GROUP. ........ .III SEISMIC PERFORMANCE CATEGORY . ............. . D SOIL PROFILE TYPE . ....... . S3 SITE COEFFICIENT = . ....... .1.5 BASIC STRUCTURAL SYSTEM. .. . REINFORCED MASONRY SHEAR WALLS RESPONSE MODIFICATION FACTOR . .... . DEFLECTION AMPLIFICATION FACTOR. ... . ANALYSES PROCEDURE . .... . . R = 3.5 (MASONRY) . Cd = 3.0 (MASONRY) EQUIVALENT LATERAL FORCE 4 the a e I AO-ObAll rem 0 R I v Al 85 main street hopkinton, massachusetts tel. 508 497 0909 fax. 5Q8 497 0999 I f Ssyc .,,?,ED S Rcy�TF� C r tERNARD CP' DOHERTY H GORY �{ o No. 5022' RNo.`29480 p C/sT�P4'� BOSTON. a Q �Fg17' ,p Bernard Doherty .E. 32 Waban Street Saugus, Massachusetts 01906 Tel. 617-240-2868 Fax. 781-233-4972 Email Bemie-Doherty@hotmail.com YARMOUTH FIRE STATION #3 Yarmouth, Massachusetts GENERAL NOTES scale: AS NOTED date: JUNE 16 2006 drawn by: BD job no: sheet S00-1 HORIZONTAL BARS 1'-0" s 0 d 'a A < • e: o Id d; d' o TO MATCH HORIZ REINF r.1 CONT KEY ` d Q a •• 8 0" M d ' .e . d d• d INTERSECTIONS 30 DIA 30 DIA HORIZONTAL BARS U—BARS AT OPENINGS AND DISCONTINUOUS ENDS OF WALLS LAP OUTSIDE BARS OR PROVIDE CORNER BARS AS SHOWN d a CORNERS ENDS AL PLAN OF HORIZONTAL REINFORCING OF CONCRETE N III*ry CONCRETE WALL TO MATCH HORIZ REINF 4'-0" MIN HORIZ TO MATCH TOP 2D MIN REINF REINF WHERE ��� TYPAPPLICABLE ------ — — — — — — — — — — — — s .. o FOOTING p �� BOTTOM REINF o °,' ��� HORIZ REINF its, ° 2D 2D MIN\_ FOOTING BOTTOM REINF TYPICAL ELEVATION OF STEPPE BSE PLATE WITH /4" LEVELING It ON 3/4" GROUT SEE SCHEDULE WWF 0 4 — 3/4" DIA ANCHOR BOLTS MINIMUM SEE COLUMN SCHEDULE _I U 2" CLR TYPICAL CONCRET, PIER OR P11 FOOTING DETAI STEEL COLUMN SEE PLAN SLAB ON GRADE r- VAPOR BARRIER SPACE AT 60'-0" CENTER TO CENTER MAX. NO REGLET REQUIRED 1'/2" I IF i WALL NOT EXPOSED PROVIDE REGLET IF EXPOSED — CONTINUE OVER TOP OF ' WALL fl - WALL REINF BETE WALL IOINT DETAIL SPACE AT 30'-0" CENTER TO CENTER MAX. 2" SAME SIZE AND SPACING 2" AS HORIZ REINF x 80 DIA LG e.. •' d •' • e. t'A dq 3/4" PROVIDE REGLET IF EXPOSED CONTINUE WALL REINF OVER TOP OF WALL NOTE: A CONSTRUCTION JOINT MAY BE SUBSTITUTED FOR A CONTROL JOINT, SEE CONSTRUCTION JOINT DETAIL. TYPICAL CONCRETE WALL CONTROL JOINT DETAIL 3 CONCRETE WALL UTILITY OPENING WALL FOOTING 7. 7. Z ,. as � g a' � :.•• SEE TYPICAL ELEVATION OF STEPPED WALL FOOTING DETAIL FOR MORE INFORMATION NOTE: STEP FOOTING AS REQUIRED TO BE BELOW UTILITY OPENING. SEE SITE, AND PLUMBING DRAWINGS FOR SIZE AND EXACT LOCATION. TYPICAL ELEVATION OF STEPPED WALL, FOOTING AT UTILITY OPENING DETAIL r7) EXTERIOR OR INTERIOR BASE PLATE W/ 1/4" LEVELING STL COL SEE PLAN PLATE ON 3/4" GROUT SEE SCHEDULE ( I ( I 3" ALL AROUND TYP WWF SLAB ON GRADE • .d d o d ' e °z VAPOR BARRIER 00 4 — 3/4" DIA ANCHOR o dl BOLTS MINIMUM SEE COLUMN SCHEDULE a ..3"• 4 — #8 VERT 4. ' ' • o •• #4 � 12" TIES A PILASTER OR PIER010 IS REQUIRED WHERE THIS a .o I` • DIM EXCEEDS 1 " SEE TYPICAL CONCRETE FOOTING WITH PIER OR PILASTER DETAIL d" a da.4 FOR FOOTING SIZE AND de. d: ELEVATION SEE PLAN d e a de a 4 d E FOOTING WITHOU STER DETAIL e' e. 4a d, q •d I q d d d: a • o q FOR FOOTING SIZE AND ELEVATION SEE PLAN 2" CLR I, . ICAL CONC I RETE FOOTING WITH 'ILASTER DETAIL 2D WWF SEE ARCH DWGS X - -4 e. Xa'rX 7 2 VAPOR BARRIER TYPICAL DEPRESSED SLAB ON GRADE DETAIL 4 CONTROL JOINT SAW CUT 0 20'-0" OC MAX, W/ 11/2" MINIMUM DEPTH •4 4 <d d 9 < X X' X X=�X4X— e a d 4• BREAK WWF AT COLUMN LINES TYP VAPOR BARRIER TYPICAL SLAB, ON GRADE CONTROL JOINT DETAIL UPPER- FOOTING _ VARIES 4- 1'—O" ' ' .e • . ' MIN ism ISM )r.3 iso r 4 8. ` C W 2 PLUMBING AND DRAINAGE PIPE NO EXCAVATION MAY BE MADE BENEATH THIS LINE WITHOUT ADEQUATE SHORING TO PROTECT SOIL BENEATH UPPER FOOTINGS WRAP C BON[ COLUMN E CONTROL CONSTRUCTION AL S LO FOOTINGS DETAIL EEN TYPICAL PLAN OF INTER AT S LAB ON G LOWER FOOTING a ' qa Z COLW DETAIL the Arc% V40�20U 85 main street hopkinton, massachusetts tel. 508 497 0909 fax. OR 497 0999 0 RC RIJ h/TFC BERNARD DOHERiY ti No. 5022 CD ,P No. 29480 p 4 Bosr � M ON A R( T Bernard Doherty P.E. 32 Waban Street Saugus, Massachusetts 01906 Tel. 617-240-2868 Fax. 781-233-4972 Email Bemie—Doherty@hotmail.com YARMOUTH FIRE STATION #3 Yarmouth, Massachusetts TYPICAL DETAILS scale: AS NOTED date: JUNE 16 2006 drawn by: BD job no: sheet 0 0 TOP OF SLAB ADDITIONAL KNOCK OUT BOND BEAM CONT BARS SEE END DETAIL W/ DOWELS TO MATCH TO MATCH HOOK AS READ TERMINATED BARS SEE END DETAIL W/ DOWELS TO MATCH TO MATCH HOOK AS REQD ADDITIONAL KNOCK OUT BOND BEAM TOP OF SLAB 7,—R" TYPICAL INFORCING A DOWELS HORIZ REINF AS PER SCHEDULE AS PER SCHEDU HORIZ REINF --' ADDITIONAL KNOCK TYPE WALL J OUT BOND BEAM CONT BARS SEE END DETAIL WHERE SHOWN ON W/ DOWELS TO MATCH TO MATCH HOOK AS REQD TERMINATED BARS SEE END DETAIL W/ DOWELS TO MATCH TO MATCH HOOK AS REQD TOP OF SLAB ADDITIONAL KNOCK OUT BOND BEAM CONT BARS SEE END DETAIL W/ DOWELS TO MATCH TO MATCH HOOK AS READ TERMINATED BARS SEE END DETAIL W/ DOWELS TO MATCH TO MATCH HOOK AS REQD ADDITIONAL KNOCK OUT BOND BEAM TOP OF SLAB 7,—R" TYPICAL INFORCING A DOWELS HORIZ REINF AS PER SCHEDULE AS PER SCHEDU HORIZ REINF --' e ` TRUSS TYPE WALL J ADDITIONAL -� WALL REINFORCING WHERE SHOWN ON VERT BAR ADDITIONAL - . SCHEDULE OR SPECIFICATIONS TYP ® CORNER VERT BAR � ' `• CORNER BARS ® CORNER BARS ® CORNER HORIZ REINF TYP HORIZ REINF TYP TYPICAL DETAIL CORNER DETAIL LINTEL BEARING ABOVE UNMTCELLS SOLID :NINA►-.- FILL WITH GROUT DOWELS AT END TYP ADDITIONAL CONT VERTICAL ADDITIONAL VERTICAL BAR ADJACENT TO LINTEL REINF TERMINATE REINF FULL HEIGHT OF WALL ® LINTEL ABOVE NOTES: 1) 1 CONT BAR AT MASONRY OPENING 4'-0" OR LESS IN WIDTH. 2) 2 CONT BARS AT MASONRY OPENING 4'-0" TO 8'-0" IN WIDTH. END DETAIL ALLS WITH OPENINGS ELEVATIO 36 DIA .. W ADD EXTRA BARS USING —' NOT LESS THAN ONE HALF OF INTERRUPTED BARS AT EA SIDE OF OPNG LAP 36 DIA HOOK ALL BARS AT OPENING 71 HOOK ALL INTERRUPTED BARS NOTE: FOR QUANTITY, LOCATION, AND SIZES REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS TYPICAI CONCRETE WALL U—BARS SAME SIZE AND SPACING AS INTERRUPTED WALL REINF 4 SIDES TYP a a WHERE DEPTH TO EDGE o o OF CONCRETE IS LESS THAN 36" PROVIDE CLOSED M M STIRRUPS IN LIEU OF U—BARS IFORCEM� (CRETE V NOTE: LOOSE LINTELS TO BE PROVIDED UNDER SECTION 05500 - MISCELLANEOUS IRON AND STEEL. CMU REINF HSS8x4x% GALV CONT It 5/16" x111/2" GALV L1 CMU REINF W8x15 GALV CONT R 5/16" x71/2" GALV 1-#5 EACH FACE MIN BUT NOT LESS THAN 509 OF INTERRUPTED WALL REINF EACH SIDE OF OPENING HOOK REINF WHERE BARS CANNOT EXTEND 36 DIAMETER BEYOND OPENING OPENINGS IN REINFORCED SND S[ -ABS DETAIL L2 VERT REINF SEE SCHEDULE HORIZ REINF SEE SCHEDULE KNOCK OUT -1 :5, 1 OR 2 BARS BOND BEAM FILL SOLID WITH GROUT :µ:. GROUT DAM AS REQD NOTES: 1) SEE SCHEDULE FOR SPACING. 2) PROVIDE REINFORCED BOND BEAM WITHIN 16" OF TOP OF WALL. 3) PROVIDE REINFORCED BOND BEAM AT TOP AND BOTTOM OF ALL OPENINGS. BOND BEAM. DOWELS AT END TYP HORIZ REINF STOP ®� ADDITIONAL( VERTICAL REINF CONTROL JOINTS TYP FOR FULL HEIGHT OF WALL CONTROL JOINT VERTICAL CONTROL JOINT DETAIL MINIMUM CONCRETE MASONRY WALL REINFORCING SCHEDULE WALL WALL VERTICAL HORIZONTAL LOCATION THICKNESS REINFORCING REINFORCING ALL EXTERIOR,6" Bernard Doherty P.E. #6 48" 1 — #5 IN BOND BEAM LOAD BEARING, EMBEDMENT LENGTH LAP SPLICE LENGTH AT 48" ON CENTER REINF WALLS SHOWN ON 8" #7 0 48" 1 - #5 IN BOND BEAM PLAN, STAIR, 120 21" AT 48" ON CENTER #4 #8 0 48" 2 - #5 IN BOND BEAM 'S WALLSATOR2" 28" 22" AT 48" ON CENTER ALL OTHER 19 27" 21" INTERIOR CMU WALLS GREATER ALL #4 ®96 " 1 - #4 IN BOND BEAM THAN 16'-0" SIZES 25" AT 48" ON CENTER IN HEIGHT #7 1 19" 26" NOTES 1) REFER TO PLANS, SECTIONS, AND SPECIFICATIONS FOR REINFORCING REQUIREMENTS MORE STRINGENT THAN IN THE SCHEDULE. 2) PROVIDE REINFORCED BOND BEAM WITHIN 16" OF TOP OF WALL 3) ALL VERTICAL REINFORCING TO BE IN SOLIDLY GROUTED CELLS, AND PROVIDE 48 DIA LAP AT ALL BAR SPLICES TYPICAL. BEARING PLATE SCHEDULE MARK SIZE COMMENTS BP1 1 "x6"x1'-2" L 6" 01/2" x 5/16" (6" LEG VERTICAL) BP2 1 "x6"x1'-2" BOLTS TO CMU ONE SIDE OF BEAM ONLY —FV\-[— CONTINUATION I I BLOCK BEAM IN SOLID OF CMU WALL I AFTER INSTALLATION LINTEL SCHEDULE MASONRY OPENING LINTEL SIZE UP TO 3'-0" L 6" x 31/2 x 5/16" (6" LEG VERTICAL) 3'-1" TO 6'-0" L 6" 01/2" x 5/16" (6" LEG VERTICAL) TO 8'-0" L 6" x 31/2 x 5/16" (6" LEG VERTICAL) .NOTES: 1. PROVIDE ONE ANGLE FOR EACH 4" OF WALL THICKNESS. FOR 6" WALLS PROVIDE 2 — L31/2x21/2x% 2. PROVIDE LINTELS OVER ALL MASONRY OPENINGS UNLESS OTHERWISE NOTED OR DETAILED. 3. PROVIDE 6" OF BEARING EACH END OF ALL LINTELS. 4. ALL EXTERIOR LINTELS SHALL BE GALVANIZED. PROVIDE 1/4" THICK GALV CLOSURE PLATE OVER AIR SPACE AT OPENINGS UNLESS NOTED OR DETAILED OTHERWISE ON ARCHITECTURAL DWGS. o STEEL BEAM Ax cr_ 8" REINF A* CMU — FILL COURSES SOLID WITH GROUT STEEL BEAM 1/2" DIA BOLTS W/ 12" EMBEDMENT 1'-4" 1'-4" LO FILL COURSES SOLID WITH GROUT SCHEDULE OF EMBEDMENT AND SPLICE LENGTHS hopkinton, massachusetts COMPRESSION fax. V8 497 0999 TENSION `5, t:RED AI?�y�T J. Cq FCS BERNARD v -DOHERTY v, (LCE) US) (LTE) Bernard Doherty P.E. 32 Waban Street (LTS) BAR SIZE EMBEDMENT LENGTH LAP SPLICE LENGTH EMBEDMENT LENGTH LAP SPLICE LENGTH TOP BARS OTHER BARS TOP BARS OTHER BARS #3 80 12" 16" 120 21" 16" #4 11" 15" 22" 17" 28" 22" #5 14" 19 27" 21" 35" 27" 16 17" 23" 32" 25" 42" 32" #7 1 19" 26" 38" 29" 49" 38" #8 1 22" 30" 43" 33" 56" 43" #9 25" 34" 49" 37" 63" 48" #10 28" 38"59' 45" 76" 58" #11 31" 42" 72" 55" 93" 71" STEEL CHANNEL SUPPORT AND HANGER BY MECH CONTRACTOR 2 — 2x4 (EXTEND --� BEYOND PANEL POINTS) BOLT OR NAIL WITH APPROPRIATE SPACERS TYPICA TRUE' USS I PANEL POINTS 250# MAX L MECH/PLUMBING #4 TIES ® 12" MAX — FOR — PADS UP TO 12" OMIT TIES AND PROVIDE 4x4-W4.0xW4.0 WWF W/ 1 #4 CONT AROUND PERIPHERY #5 ® 18" ALL AROUND TYP PADS OVER 12" STRUCTURAL SLAB OR SLAB ON GRADE 2x4 FRAMING W/ APPR.,. SIMPSON TOP OR FACE MOUNTED HANGERS TYPICAL FLOOR AN 6" DETAIL PADS UP TO 12" ROUGHEN SURFACE OF SLAB TREAT AS CONSTRUCTION JOINT VAPOR BARRIER TYP NOTE: FOR SIZE OF PADS AND LOCATIONS SEE MECHANICAL AND ELECTRICAL DWGS a WMAI SO )IN I NOTE: SEE ARCH, MECH, PLUMBING AND ELECTRICAL DRAWINGS FOR EXACT SIZE, QUANTITY AND LOCATION. PAD DETAIL TJI, ML JOIST OR TRUSS OF OPENINGS he eVx% a tov Fell ou 85 main street hopkinton, massachusetts tel. 508 497 0909 fax. V8 497 0999 �- `5, t:RED AI?�y�T J. Cq FCS BERNARD v -DOHERTY v, GORY r No. 5022 x eos 4, p N0.2948U p w '. � w M Bernard Doherty P.E. 32 Waban Street Saugus, Massachusetts 01906 Tel. 617-240-2868 Fax. 781-233-4972 Email Bemie-Doherty@hotmail.com YARMOUTH FIRE STATION #3. Yarmouth, Massachusetts TYPICAL DETAILS scale: AS NOTED date: JUNE 16 2006 drawn by: BD job no: sheet 0 O C3 [226-111 18"x18" PILASTER -- 4 — #8 VERT #4 ® 12" TIES C3 -' 1=, [22'-11-] (20'— 4 6" CONCRETE APRON REINF WITH #4 ® 18" EW (SEE ARCH AND CML DWGS) (18'-6") (18'-6") 4 S2.1 OF — 6" CONCRETE APRON REINF WITH #4 ® 18" EW (SEE ARCH AND CIVIL DWGS) NOTES: 9 rou p 85 main street ATO tel. 5Q5 497 0909 fax. N)A 08 497 0999 SCHEDULE �\S�ERED ARClil FOOTING c RY C EGD 1.) FOR GENERAL NOTES AND TYPICAL DETAILS SEE DWG 7.) BOTTOM OF BASE PLATE ELEVATION BE ELEV. 21'-9" r Bernard Doherty .E. 32 Waban Street SOA, SO.2, AND SO.3 Tel. 617-240-2868 Fax. 781-233-4972 EXCEPT AS NOTED THUS [XX' -XX"] YARMOUTH FIRE STATION #3 Yarmouth, Massachusetts FOUNDATION PLAN scale: AS NOTED date: JUNE 16 2006 drawn by: BD job no: sheet .00 110 S JIL O MARK SIZE REINFORCEMENT 2.) F3.0 ETC. INDICATES A FOOTING TYPE, FOR SIZE OF 8.)SF INDICATES STEPPED FOOTINGS SEE FOOTING AND REINFORCEMENT SEE SCHEDULE ON DETAIL 6 ON DRAWING SO.2. F3 3'-0" x 3'-0" x 1'-0" 4 — #5 BEW THIS DRAWING. 9.) .Fnr INDICATES A DEPRESSED SLAB ON GRADE REFER F6 6'-0" x 6'-0" x 1'-0" 7 — #5 BEW 3.) (XX'—XX") INDICATES BOTTOM OF FOOTING ELEVATION. TO DETAIL 4 ON DRAWING SO.2. L 4.) ALL FOOTINGS TO BE CENTERED UNDER COLUMNS 10.) FOR DIMENSIONS AND ELEVATIONS NOT GIVEN REFER TO UNLESS NOTED OTHERWISE.! ARCHITECTURAL DRAWINGS. C 0 LU NO N SCHEDULE 5.) COORDINATE FOOTING ELEVATIONS WITH PLUMBING 11.) INDICATES REINFORCED MASONRY WALL, SEE AND DRAINAGE PIPES. SEE DETAILS 7 AND 8 ON SECTIONS FOR DETAILS. MARK SIZE BASEPLATE COMMENTS DRAWING SO.2. 12.) CJ INDICATES CONTROL JOINT C1 HSS6x6xO.375 1* x 8" x 1'-2" 6.) C1 ETC INDICATES A COLUMN TYPE, FOR SIZE OF COLUMNS AND BASE PLATES SEE SCHEDULE ON 13.) CONST CJ INDICATES CONSTRUCTION JOINT C2 HSS4x4xO.3125 3/4" x 6" x 1'-8" SEE DETAIL 1/S3.3 THIS DRAWING. C3 HSS4x4xO.25 3/4" x 6" x 10" 2 — 13/4x: (3 2x6 2x6 RAFT ® 16"OCA PLYWOOD SHI the 9 rou p 85 main street hopkinton, massachusetts tel. 5Q5 497 0909 fax. N)A 08 497 0999 IV �\S�ERED ARClil BERNARD c RY C EGD DOHERTY _ 29490 p y < o " No. 5022 r In AIL r Bernard Doherty .E. 32 Waban Street Saugus, Massachusetts 01906 Tel. 617-240-2868 Fax. 781-233-4972 Email Bernie_Doherry@hotmail.com YARMOUTH FIRE STATION #3 Yarmouth, Massachusetts FOUNDATION PLAN scale: AS NOTED date: JUNE 16 2006 drawn by: BD job no: sheet .00 110 S JIL O 13/4017/8 7/8 ML ® 12" OC STAIR STINGERS AND LANDING TYP 3 '/2x 11 7/8 ML r� 2 — 13/441/2 ML—'-It�' (3 SIDES) 2x6 0 16" W/ 2x6 RAFTER TIES ® 16" OC AND 5/8" PLYWOOD SHEATHING OQ� SEE ROOF —� FRAMING SEE S1.3 13/4x117/8 ML ® 12" OC STAIR STINGERS AND LANDING TYP O, 31/2x11 7/8 ML 1 6 S3.2 (�I 3/2x 11 /8 ML i r ( 31/2x11 7/8 ML ------------ BP2 5 to 53.3 x 2 3 �R .� I ILI I I I I I I I I i . co N X N q— 16 TJLX 0 16 OC Q co N X N T_ _ ---------.-------- -------: 17/ B 3/2X1 S32 NOTES: 1.) FOR GENERAL NOTES AND TYPICAL DETAILS SEE DWG SOA, SO.2, AND SO.3 2.) 3/4INDICATES SPAN OF 3/4" STUDI—FLOOR PLYWOOD 3.) BP INDICATES BEARING PLATE SEE SCHEDULE ON DRAWING SO.3 4.) TJL OR TJLX INDICATES WOOD TRUSS 5.) ML INDICATES MICRO—LAM BEAMS 6.) POCKET ML BEAMS 4" INTO CMU WALLS WHERE APPLICABLE. 7.) PROVIDE MASONRY UNTELS AS SHOWN ON SCHEDULE EXCEPT AS INDICATED L1, L2, ETC. SEE 7/SO.3. 5/ "PLYWOOD AT UNDERSIDE OF TUSS. ATTACH USING 8d NAILS 21/2" OC AT BOUNDRIES AND 4" OC AT OTHER PANEL EDGES 8" OC AT INTMEDIATE SUPPORTS GC NOTE: COORDINATE LOCATION OF FLOOR JOISTS WITH MECHINCAL DUCTS, PLUMBING PIPES, ELECTRICAL CONDUIT AND OTHER VERTICAL PENETRATIONS PRIOR TO INSTALLATION NT.72 1W IN C SEE ROOF FRAMING SEE S1.3 FOR FIN FLOOR ELEV COORD WITH ARCH DWGS AND ROOF FRAMING 4 the 1%111k'2:e a- U %e 9 OUP 85 main street hopkinton, massachusetts tel. 508 497 0909 fax. 08 497 0999 kkk 4f,41 q RED AF,C6 dSl( J C'I BERNARD DOHERTY n No. 502 �- No. 29480 0 * -" A �C�S7E�� STON M A �J O �` Nl�L• ::q r g� - t. Bernard Doherty P.M. 32 Waban Street Saugus, Massachusetts 01906 Tel. 617-240-2868 Fax. 781-233-4972 Email Bernie_Doherty@hotmail.com YARMOUTH FIRE STATION #3 Yarmouth, Massachusetts AT nC FRAMING PLAN scale: AS NOTED date: JUNE 16 2006 drawn by: BD job no: sheet 0 O SEE PLAN FOR ADDITIONAL CUPOLA LOADS J-%^L1r_i^11r%1_ lAir-f-W. WOOD TRUSS ELEVATION @ CUPOLA LOADS TOP CHORD DEAD LOAD 15 PSF BOTTOM CHORD DEAD LOAD 15 PSF TOP CHORD LIVE LOAD 25 PSF (37.5 PSF UNBAUNCED LOAD) 2 MSTA36 0 2x10 JTS 13/4x14 ML CONT 2x10 I 53.1 0 16." OC 2x4 BLOCKING ONfl— --- FLAT AT PLYWOOD 1p, JTS THIS ROOF AREA _j IN _w Y ^3�1 U.3 2 13/404 ML— BELOW 0 C14 0 2 IJ 53.2 I 04 C'J 0 X 0 16- OC 0 fax. W8 497 0999 A IV ED AR BERNARD DOHERTY N0 29480 . 40 () 13/ x117/ ML 0 16 OC 7'ff F V4 Bernard Doherty Pit. _j Saugus, Massachusetts 01906 53.1 Email Bemie–Doherty@hotmail.com 1 YARMOUTH PASSAG C14 9 0 C14 X 0 16- OC i.-111`�151111�. L fax. W8 497 0999 A IV ED AR BERNARD DOHERTY N0 29480 . 40 () 13/ x117/ ML 0 16 OC 7'ff F V4 Bernard Doherty Pit. _j Saugus, Massachusetts 01906 53.1 Email Bemie–Doherty@hotmail.com 1 YARMOUTH PASSAG 13 11. ..... .. ... -----_-� BELOW drawn by: BD 6 77:7 R, w 13/4x117/8 ML R111i -.0 C14 1 -*/4x14 ML---/ 0 160 OC CONT 2x10_/53,1 2 — MSTA36 0 20 0 JTS NOTES 1.) FOR GENERAL NOTES AND TYPICAL DETAILS SEE DWG SOA, SO.2, AND SO.3 2.) BP INDICATES BEARING PLATE SEE SCHEDULE ON DRAWING SO.3. 3.) ML INDICATES MICRO—LAMBEAMS 4.) 5/v INDICATES SPAN OF PLYWOOD SHEATHING 5.) PROVIDE MASONRY LINTELS AS SHOWN ON SCHEDULE; EXCEPT AS INDICATED L1 9 1! L2, ETC. SEE 7/SO.3. 6.) INDICATES OVERFRAMING USING JACK TRUSSES AT 2'-0" '` —on OC. SEE ELEVATION THIS SHEET. EXTEND PLYWOOD SHEATHING BELOW JACK TRUSSES THROUGHOUT ENTIRE OVERFRAMING AREA. WOOD TRUSS ELEVATION LOADS TOP CHORD DEAD LOAD 15 PSF BOTTOM CHORD DEAD LOAD 15 PSF TOP CHORD LIVE LOAD 25 PSF (37.5 PSF UNBALENCED LOAD) —rTi—rT-1—lTi—rT T-1—rTi—rT-1—rT-1— L I OVERFRAMING A 600# DL 400# SNOW 1300# WIND (UP ORDOWN) = == == == == == 0= -W, 1= L 3 PERMENANT HORIZ BRACING AS REQUIRED SEE ARCH DWGS AND SECTIONS 2x4 MIN I I I I I vi I ROOF JOISTS TRUSS ANCHORS OR TRUSSES AS REQUIRED f TYP I CAL JACK TRUSS NOTES: 1. JACK TRUSSES TO BE DESIGNED BY PROFESSIONAL ENGINEER REGISTERED IN MASSACHUSETTS. PROVIDE STAMPED DRAWINGS AND CALCULATIONS 2. SPACING OF JACK TRUSSES NOT TO EXCEED 2'-0" 3. PROVIDE ALL CONNECTIONS ANCHORS FASTENERS, TEMPORARY AND PERMENANT BRACES. 4. FRAME AROUND PASSAGEWAYS AS REQUIRED SEE ARCH DWGS FOR HEADROOM REQUIREMENTS aY IL- II L I� III II II II II SII II II II II 11 II II II II II II II I II-- - - -- i r C II 0 it SII 04 II II 0 II s _j '\S3.1Or II 2 II ISI II II x II V_ II 10 II r;; 53.1 ;I SII I� II II it II II II II II II I II II II II II II IL II7 %* PLYWOOD th 9 0 85 main street 0 16- OC i.-111`�151111�. L fax. W8 497 0999 A IV ED AR BERNARD DOHERTY N0 29480 . 40 () 13/ x117/ ML 0 16 OC 7'ff F V4 Bernard Doherty Pit. 32 Waban Street Saugus, Massachusetts 01906 Tel. 617-240-2868 Fax. 781-233-4972 Email Bemie–Doherty@hotmail.com 1 -*/4x14 ML---/ 0 160 OC CONT 2x10_/53,1 2 — MSTA36 0 20 0 JTS NOTES 1.) FOR GENERAL NOTES AND TYPICAL DETAILS SEE DWG SOA, SO.2, AND SO.3 2.) BP INDICATES BEARING PLATE SEE SCHEDULE ON DRAWING SO.3. 3.) ML INDICATES MICRO—LAMBEAMS 4.) 5/v INDICATES SPAN OF PLYWOOD SHEATHING 5.) PROVIDE MASONRY LINTELS AS SHOWN ON SCHEDULE; EXCEPT AS INDICATED L1 9 1! L2, ETC. SEE 7/SO.3. 6.) INDICATES OVERFRAMING USING JACK TRUSSES AT 2'-0" '` —on OC. SEE ELEVATION THIS SHEET. EXTEND PLYWOOD SHEATHING BELOW JACK TRUSSES THROUGHOUT ENTIRE OVERFRAMING AREA. WOOD TRUSS ELEVATION LOADS TOP CHORD DEAD LOAD 15 PSF BOTTOM CHORD DEAD LOAD 15 PSF TOP CHORD LIVE LOAD 25 PSF (37.5 PSF UNBALENCED LOAD) —rTi—rT-1—lTi—rT T-1—rTi—rT-1—rT-1— L I OVERFRAMING A 600# DL 400# SNOW 1300# WIND (UP ORDOWN) = == == == == == 0= -W, 1= L 3 PERMENANT HORIZ BRACING AS REQUIRED SEE ARCH DWGS AND SECTIONS 2x4 MIN I I I I I vi I ROOF JOISTS TRUSS ANCHORS OR TRUSSES AS REQUIRED f TYP I CAL JACK TRUSS NOTES: 1. JACK TRUSSES TO BE DESIGNED BY PROFESSIONAL ENGINEER REGISTERED IN MASSACHUSETTS. PROVIDE STAMPED DRAWINGS AND CALCULATIONS 2. SPACING OF JACK TRUSSES NOT TO EXCEED 2'-0" 3. PROVIDE ALL CONNECTIONS ANCHORS FASTENERS, TEMPORARY AND PERMENANT BRACES. 4. FRAME AROUND PASSAGEWAYS AS REQUIRED SEE ARCH DWGS FOR HEADROOM REQUIREMENTS aY IL- II L I� III II II II II SII II II II II 11 II II II II II II II I II-- - - -- i r C II 0 it SII 04 II II 0 II s _j '\S3.1Or II 2 II ISI II II x II V_ II 10 II r;; 53.1 ;I SII I� II II it II II II II II II I II II II II II II IL II7 %* PLYWOOD th 9 0 85 main street hopkinton, massachusetts L fax. W8 497 0999 A IV ED AR BERNARD DOHERTY N0 29480 . 40 () 13/ x117/ ML 0 16 OC 7'ff F V4 Bernard Doherty Pit. 32 Waban Street Saugus, Massachusetts 01906 Tel. 617-240-2868 Fax. 781-233-4972 Email Bemie–Doherty@hotmail.com YARMOUTH L Yarmouth, Massachusetts ..... .. ... -----_-� SII drawn by: BD 6 77:7 13/4x117/8 ML R111i -.0 1 -*/4x14 ML---/ 0 160 OC CONT 2x10_/53,1 2 — MSTA36 0 20 0 JTS NOTES 1.) FOR GENERAL NOTES AND TYPICAL DETAILS SEE DWG SOA, SO.2, AND SO.3 2.) BP INDICATES BEARING PLATE SEE SCHEDULE ON DRAWING SO.3. 3.) ML INDICATES MICRO—LAMBEAMS 4.) 5/v INDICATES SPAN OF PLYWOOD SHEATHING 5.) PROVIDE MASONRY LINTELS AS SHOWN ON SCHEDULE; EXCEPT AS INDICATED L1 9 1! L2, ETC. SEE 7/SO.3. 6.) INDICATES OVERFRAMING USING JACK TRUSSES AT 2'-0" '` —on OC. SEE ELEVATION THIS SHEET. EXTEND PLYWOOD SHEATHING BELOW JACK TRUSSES THROUGHOUT ENTIRE OVERFRAMING AREA. WOOD TRUSS ELEVATION LOADS TOP CHORD DEAD LOAD 15 PSF BOTTOM CHORD DEAD LOAD 15 PSF TOP CHORD LIVE LOAD 25 PSF (37.5 PSF UNBALENCED LOAD) —rTi—rT-1—lTi—rT T-1—rTi—rT-1—rT-1— L I OVERFRAMING A 600# DL 400# SNOW 1300# WIND (UP ORDOWN) = == == == == == 0= -W, 1= L 3 PERMENANT HORIZ BRACING AS REQUIRED SEE ARCH DWGS AND SECTIONS 2x4 MIN I I I I I vi I ROOF JOISTS TRUSS ANCHORS OR TRUSSES AS REQUIRED f TYP I CAL JACK TRUSS NOTES: 1. JACK TRUSSES TO BE DESIGNED BY PROFESSIONAL ENGINEER REGISTERED IN MASSACHUSETTS. PROVIDE STAMPED DRAWINGS AND CALCULATIONS 2. SPACING OF JACK TRUSSES NOT TO EXCEED 2'-0" 3. PROVIDE ALL CONNECTIONS ANCHORS FASTENERS, TEMPORARY AND PERMENANT BRACES. 4. FRAME AROUND PASSAGEWAYS AS REQUIRED SEE ARCH DWGS FOR HEADROOM REQUIREMENTS aY IL- II L I� III II II II II SII II II II II 11 II II II II II II II I II-- - - -- i r C II 0 it SII 04 II II 0 II s _j '\S3.1Or II 2 II ISI II II x II V_ II 10 II r;; 53.1 ;I SII I� II II it II II II II II II I II II II II II II IL II7 %* PLYWOOD th 9 0 85 main street hopkinton, massachusetts tel. 508 497 0909 fax. W8 497 0999 A IV ED AR BERNARD DOHERTY N0 29480 . 40 No 5022 00, TON, MA 7'ff F V4 Bernard Doherty Pit. 32 Waban Street Saugus, Massachusetts 01906 Tel. 617-240-2868 Fax. 781-233-4972 Email Bemie–Doherty@hotmail.com YARMOUTH FIRE STATION #3 Yarmouth, Massachusetts ROOF FRAMING PLAN scale: AS NOTED date: JUNE 16 2006 drawn by: BD job no: sheet #7 ® 24" VERT AND HORIZ AT SECTION 1A GROUT SOLID AT REINF _ Go 8" CMU WALL REINF W/ #7 ® 48" FOR FULL HEIGHT OF WALL W/ DOWELS TO MATCH (GROUT SOLID ® REINF TYP) AND CONT KNOCK OUT BOND BEAM ® 4'-0" OC MAX W/ 1 #5 CONT 15# FELT TYP SLAB ON GRADE WWF Z #5 ® 12" VERT W/ DOWELS TO MATCH C) #4 0 12" HORIZ a' a O a a 1 OF 3 #4 CONT ° 1'-0" I. 8" I.1'-0" I #4 ® 12" i •Y :�Y :�Y • CONST JOINT 6" CONC SLAX WWF ON GRADE�r it ��Y•%4T.:AT.. rT•;. 2" MUD SLAB SEE SEC 2 n .,,» .,.......... • REINF W/ JD OF PIER FOR REMIANDER 'HT OF WALL ) MATCH ® REINF TYP) )CK OUT BOND 'OC MAX T IE T EF ) MATCH 2IZ EF FILL ALL COURSES— SOLID WITH GROUT BELOW THIS LEVEL SLAB ON GRADE — 8" CMU WALL REINF W/ #7 0 48" FOR FULL HEIGHT OF WALL W/ DOWELS TO MATCH (GROUT SOLID ® REINF TYP) AND CONT KNOCK OUT BOND BEAM ® 4'-0" OC MAX W/ 1 #5 CONT 15# FELT TYP SLAB ON GRADE WWF d o q _a a 0 a.G a• 1 OF 3 #4 CONT b 1'-0" 8" 1'-0" #4 ® 12" CONST JT OR CONTROL JT _ M a , e M 3/4» DIA SMOOTH DOWEL x 2'-0" LG AT 1'-6" OC W/ 12" SLEEVE ON ONE SIDE JOINT TO PREVENT BONDING OF DOWEL. DOWELS TO BE AT MID HEIGHT OF SLAB. 6" CONC SLAB ON GRADE #4 EW INSULATION `— 2" MUD SLAB 6" CONC SLAB TRENCH DRAIN ON GRADE #4 EW a a .4 e a .i . . Cot— I - . ..* SULATION "6- 2" MUD SLAB #4 ®18" EW SECTION AT TRENCH DRAIN SLAB BY OTHERS SEE SITE DWGS #4® 12"x6'-0"LG CENTERED ON WALL SLAB ON GRADE WWF • •tl 3'-0" it ' a. #4 ® 12" 0 N da a e Ad °FORETHICKNESS REINF ETC. A ' a SEE RELEVANT SECTIONS TYPICAL SECTION AT DOORWAYS WITH CONCRETE WALKWAYS '0 r8" CMU WALL REINF W/ #7 0 24" FOR FULL HEIGHT OF WALL W/ DOWELS TO MATCH (GROUT SOLID ® REINF TYP) AND CONT KNOCK OUT BOND A BEAM 0 4'-0" OC MAX .74 W/ 1 #5 CONT FILL ALL COURSES 4<11 15# FELT TYP SOLID WITH GROUT BELOW THIS LEVEL SLAB ON GRADE SLAB ON GRADE #4 EW 01% r% p0m, 4W NOTE: CONTRACTOR, AT HIS COST TO THE OWNER IN PLACE CONCRETE OPTION AND AT NO MAY SUBSTITUTE CAST FOR CMU BELOW GRADE hopkinton, massachusetts tel. 508 497 0909 CONST JT OR CONTROL JT _ M a , e M 3/4» DIA SMOOTH DOWEL x 2'-0" LG AT 1'-6" OC W/ 12" SLEEVE ON ONE SIDE JOINT TO PREVENT BONDING OF DOWEL. DOWELS TO BE AT MID HEIGHT OF SLAB. 6" CONC SLAB ON GRADE #4 EW INSULATION `— 2" MUD SLAB 6" CONC SLAB TRENCH DRAIN ON GRADE #4 EW a a .4 e a .i . . Cot— I - . ..* SULATION "6- 2" MUD SLAB #4 ®18" EW SECTION AT TRENCH DRAIN SLAB BY OTHERS SEE SITE DWGS #4® 12"x6'-0"LG CENTERED ON WALL SLAB ON GRADE WWF • •tl 3'-0" it ' a. #4 ® 12" 0 N da a e Ad °FORETHICKNESS REINF ETC. A ' a SEE RELEVANT SECTIONS TYPICAL SECTION AT DOORWAYS WITH CONCRETE WALKWAYS '0 r8" CMU WALL REINF W/ #7 0 24" FOR FULL HEIGHT OF WALL W/ DOWELS TO MATCH (GROUT SOLID ® REINF TYP) AND CONT KNOCK OUT BOND A BEAM 0 4'-0" OC MAX .74 W/ 1 #5 CONT FILL ALL COURSES 4<11 15# FELT TYP SOLID WITH GROUT BELOW THIS LEVEL SLAB ON GRADE SLAB ON GRADE #4 EW 01% r% p0m, 4W NOTE:..� CONTRACTOR, AT -HIS COST TO THE OWNER IN PLACE CONCRETE OPTION AND AT NO MAY SUBSTITUTE CAST FOR CMU BELOW GRADE hopkinton, massachusetts tel. 508 497 0909 fax. 8 497 0999 ED ARC, j, NS�oRY Fel < BERNARD M DOHERTY AF 4 o.50 � p No. 29480,, 4 3 MA N NRI Bernard Doherty P. . 32 Waban Street Saugus, Massachusetts 01906 Tel. 617-240-2868 Fax. 781-233-4972 Email Bemie_Doherty@hotmail.com YARMOUTH FIRE STATION #3 Yarmouth, Massachusetts FOUNDATION SECTIONS scale: AS NOTED date: JUNE 16 2006 drawn by: BD job no: sheet 0 0 #8 ® 24" VERT #,,, �~ � "� ABOVE DOORS ., {2 — 5 HORIZ � z f i E - 2 ..k k . r ,.,i.. .i £ , ; �`' .'s ,N£ ✓,",r i # ii k . f f # ; ^; } ,3, .,,k,,...n.. £ S ,k" ~ `\ ,,.it ,w..,....:.:. ... .,.,,..,,,. ,a. : } f €. Z- , i 2 V i w,.. Rp ,t. .i A 1# f i k �. �./ n 'k3 2 2 `..k. #8p — 2 — k 2 8 ...... .. ..8 f , k ..: ... .:. Y i f F ;.: .. .. .,,.: .v».v,.»;....,"::.: a::;,. a.•wa:.:...»a, :.t.::cttt. : v..":a., :..a•"+::.a`.�^..-�c»:� `� .. y" rt„ n .... :. .w.. <. :.:. ..... f : rt,e �v v rcre 'roa aW M•wF vx "x a`.♦ t++ £ } S i i " # t � k a � � i k qq �I ........... :.,.:,:.: ,._,:... .., ,,.: - ;,.,xw.,,<a :,., .,,,.,.:.w '-u"x.. ._ ,., a... ��::.m ,�,. s,....; :.bsxvas-..x,. ,.., .., t•x aa:n,,,;uy.. ,. , f. f <: ... .. .. ................................ . i, , f M t a , t �m k # #8 0 8" VERT ' BETWEEN DOORS 6 (EXTEND TO ROOF) CONST JT OR CONTROL JT _ M a , e M 3/4» DIA SMOOTH DOWEL x 2'-0" LG AT 1'-6" OC W/ 12" SLEEVE ON ONE SIDE JOINT TO PREVENT BONDING OF DOWEL. DOWELS TO BE AT MID HEIGHT OF SLAB. 6" CONC SLAB ON GRADE #4 EW INSULATION `— 2" MUD SLAB 6" CONC SLAB TRENCH DRAIN ON GRADE #4 EW a a .4 e a .i . . Cot— I - . ..* SULATION "6- 2" MUD SLAB #4 ®18" EW SECTION AT TRENCH DRAIN SLAB BY OTHERS SEE SITE DWGS #4® 12"x6'-0"LG CENTERED ON WALL SLAB ON GRADE WWF • •tl 3'-0" it ' a. #4 ® 12" 0 N da a e Ad °FORETHICKNESS REINF ETC. A ' a SEE RELEVANT SECTIONS TYPICAL SECTION AT DOORWAYS WITH CONCRETE WALKWAYS '0 r8" CMU WALL REINF W/ #7 0 24" FOR FULL HEIGHT OF WALL W/ DOWELS TO MATCH (GROUT SOLID ® REINF TYP) AND CONT KNOCK OUT BOND A BEAM 0 4'-0" OC MAX .74 W/ 1 #5 CONT FILL ALL COURSES 4<11 15# FELT TYP SOLID WITH GROUT BELOW THIS LEVEL SLAB ON GRADE SLAB ON GRADE #4 EW FINISH GRADE _ 0 _ 0 I 1'-0" 1. 1'-0" I, 1'-0" INSULATION 2* MUD SLAB VAPOR BARRIER .1 12- EW 12" CMU WALL REINF W/ #8 ® 24" FOR FULL HEIGHT OF WALL W/ DOWELS TO MATCH (GROUT SOLID ® REINF TYP) AND CONT KNOCK OUT BOND BEAM ® 4'-0" OC MAX W/ 2 #5 CONT 15# FELT TYP SLAB ON GRADE WWF #5 ® 12" VERT EF W/ DOWELS TO MATCH #4 ® 12" HORIZ EF 1 OF4—#4 #4 0 12" the 01% r% p0m, 4W NOTE:..� CONTRACTOR, AT -HIS COST TO THE OWNER IN PLACE CONCRETE OPTION AND AT NO MAY SUBSTITUTE CAST FOR CMU BELOW GRADE hopkinton, massachusetts tel. 508 497 0909 FINISH GRADE _ 0 _ 0 I 1'-0" 1. 1'-0" I, 1'-0" INSULATION 2* MUD SLAB VAPOR BARRIER .1 12- EW 12" CMU WALL REINF W/ #8 ® 24" FOR FULL HEIGHT OF WALL W/ DOWELS TO MATCH (GROUT SOLID ® REINF TYP) AND CONT KNOCK OUT BOND BEAM ® 4'-0" OC MAX W/ 2 #5 CONT 15# FELT TYP SLAB ON GRADE WWF #5 ® 12" VERT EF W/ DOWELS TO MATCH #4 ® 12" HORIZ EF 1 OF4—#4 #4 0 12" the 01% r% p0m, 4W IL05M on M rl'=_ �' 9 85 main street hopkinton, massachusetts tel. 508 497 0909 fax. 8 497 0999 ED ARC, j, NS�oRY Fel < BERNARD M DOHERTY AF 4 o.50 � p No. 29480,, 4 3 MA N NRI Bernard Doherty P. . 32 Waban Street Saugus, Massachusetts 01906 Tel. 617-240-2868 Fax. 781-233-4972 Email Bemie_Doherty@hotmail.com YARMOUTH FIRE STATION #3 Yarmouth, Massachusetts FOUNDATION SECTIONS scale: AS NOTED date: JUNE 16 2006 drawn by: BD job no: sheet 0 0 8d 0 4" OC (TYP) - MSTA36 EACH - RAFTER 13/4017/8 ML - BLOCKING CUT TO FIT H2.5A EACH - RAFTER , 13/4x14 ML CONT 2 - 2x6 MSTA36 EACH RAFTER 13/4x117/8 ML BLOCKING CUT TO FIT 12 4(7� H2.5A EACH RAFTER CONT 2 - 2x6 BEAM WP I 5 /8 " PLYWOOD /- jjjj'Q-4�� 13/4x14 ML 1/2" DIA BOLT 2'-0" OC STAGGERED STEEL BEAM SEE PLAN BEAM IWP j 5/g" PLYWOOD 13/4017/8 ML " DIA BOLT 2'� 0" OC STAGGERED STEEL BEAM SEE PLAN 5/8" PLYWOOD 13/4x117/8 ML 8d 0 4" WALL 12 13/4" ML ( 8 BLOCKING CUT TO FIT 3/4" PLYWOOD o WP --- A35 ® 1'-0" OC I `C `- 2x 12 • ` CONT 2 - 2x8 BOLTED TO CMU WITH 3/4" DIA HILTI HY150 EPDXY BOLTS CONTAT 2'-0" WITH 6" EMBED 2x10 H10 EACH RAFTER 8" REINF CMU BEAM MSTA36 EACH RAFTER I WP 13/4x117/$ ML 5/g" PLYWOOD CUT TO FIT 12 12 � 3 �- � 8 N 13/4x14 ML H2.5A EACH 13/4x14 ML RAFTER '/2" DIA BOLT CONT 2 - 2x6 2'-0" OC STAGGERED STEEL BEAM SEE PLAN I WALL H2.5A EACH I WP i RAFTER12 4f; o a 8" REINF CMU -� 5/g" PLYWOOD 8d®4" MSTAM36 EA TRUSS SEE 12/S3.1 13/4" ML BLOCKING CUT TO FIT c 12.- 8 LPT5 ® 2'-0" OC 3 1 /4x117/8 ML / H 10 EA RAFTER q WALL 5/8" PLYWOOD 13/4x117/8 ML CONT 2 - 2x8 BOLTED TO CMU WITH 3/4" DIA HILTI HY150 EPDXY BOLTS AT 2'-0" WITH 6" EMBED WP 6 - 16d NAILS I16d®4"OC 13/4x9/2 ML BLOCKING ° WOOD TRUSS ° 2x4 BLOCKING 0 o PLYWOOD JTS (TYP) 5/g" PLYWOOD CONT 2 - 2x8 BOLTED TO CMU WITH 3/4" DIA HILTI HIT HY150 EPDXY BOLTS AT 2'-0" OC W/ 6" EMBEDMENT 17 8' REINF CMU 8d®4"OC 13/4x117/8 ML -A 2x6 STUD WALL - 1/2" PLYWOOD - (BLOCKED) BLOCKING 0 - PLYWOOD JOINTS (TYP) J U210 HANGER 8d®4"OC 2x10 BLOCKING CONT 200 -� A35 ® 1'-4" OC --"'O' (EACH OUTRIGGER) BLOCKING PLYWOOD JOINTS PLYWOOD00 s PLYWOOD ►��000l ,00 00 Wp 00 12 :. ., MSTAM36 EA TRUSS SE 12/S3.1,. /•� I 13/,47 ML �.. - • CUT TFIT ., 2' -Om • 5/a" PLYWOOD. JACK TRUSS 5/8" PLYWOOD \,Z ML OR 2x JOIST 200 ® 16" OC LTP5 ® 1'-4" OC CONT 2 - 2x8 BOLTED TO CMU WITH 3/4" DIA HILTI HIT HY150 EPDXY BOLTS AT 2'-0" OC W/ 6" EMBEDMENT 8" REINF CMU 2x6 STUD WALL JACK TRUSS 16d ® 4" OC 13/4x9'/2 ML BLOCKING WOOD TRUSS 2x4 BLOCKING PLYWOOD JTS (TYP) PLYWOOD 8d NAILS ® 2�/2" CONT 2 - 2x8 BOLTED TO CMU WITH 3/4" DIA HILTI HIT HY150 EPDXY BOLTS AT 2'-0" OC W/ 6" EMBEDMENT • 8' REINF CMU 5/g" PLYWOOD 8d®4" 13/q." ML BLOCKING CUT TO FIT H10 EACH RAFTER 8" REINF CMU A35 EACH OUTRIGGER 8d ® 4" OC 2x10 BLOCKING CONT 2x10 � A35 ® 1'-4" OC (EACH OUTRIGGER) I;- WALL 12 4 13/4x117/8 ML CONT 2 - 2x8 BOLTED TO CMU WITH 3/4" DIA HILTI HY150 EPDXY BOLTS AT 2'-0" WITH 6" EMBED 5/8" PLYWOOD �L \- ROOF TRUSS 200 ® 16" OC LTP5 ® 1'-4" OC CONT 2 - 2x8 BOLTED TO CMU WITH 3/4" DIA HILTI HIT HY150 EPDXY BOLTS AT 2'-0" OC W/ 6" EMBEDMENT 12" REINF CMU WOOD TRUSS g - 1 O NAILS ASTAM36 EA TRUSS ML LTP5 SEE SECTION FOR SPACING 2 - 2x8 REINF CMU #r - /4A i4 111"' FASTENERS 2x4 BLOCKING ATTACH WITH 16d NAILS ® 4" OC 3/4" PLYWOOD "r, co 14" TJLX TRUSS J CONT 3/2x117/8 ML BOLTED TO CMU WITH 2 — 3/4" DIA HILTI HIT HY150 EPDXY BOLTS AT 6" OC GROUT SOLID 8" REINF CMU BLOCKING ® Ck WALL PLYWOOD JOINTS TYPICAL 2x6 STUD WALL %" PLYWOOD JACK TRUSS 1/2" PLYWOOD HD24 ® 4'-0" BOLT TO WP I 12 ML WITH 2 — 5/ " DIA 8d ® 4" 8 BOLTS ANCHOR TO CMU 13/4" ML BLOCKING WITH 5/8" DIA HILTI HY150 CUT TO FIT EPDXY BOLTS WITH 6" MIN EMBEDMENT o A35 ® 1'-0" OC I 16 TJLX TRUSS �--CONT 2 — 2x8 BOLTED 16 TJLX TRUSS TO CMU WITH 3/4" DIA HILTI HIT HY150 EPDXY BOLTS AT 2'-0" OC W/ 6" EMBEDMENT 8' REINF CMU 2 ROWS 8d NAILS ® 4" OC 2x12 OR TJX TRUSS 8" REINF CMU CONT 2 — 2x8 BOLTED TO CMU WITH 3/4" DIA HILTI HY150 EPDXY BOLTS ® 2'-0" OC WITH 6" EMBEDMENT r 3/4" PLYWOOD PLYWOOD q WALL 12 8d®4" I 3� 13/4" ML BLOCKING CUT TO FIT WP o ' 13/404 ML H10 EACH RAFTER SP2 EA STUD 2x6 STUD WALL 1/2" PLYWOOD BLOCKING 0: PLYWOOD JOINTS (TYPICAL) MPAI32 AT 32" OC SEE 12/S3.2 #5 CONT GROUT SOLID 8" REINF CMU 14" 0 TJL ' i" TJL TRUSS PLYWOOD 'ING ® 32" OC ML BOLTED W60 WITH 2 3/4" DIA HILTI HY150 EPDXY BOLTS ® 16" OC WITH 6" EMBEDMENT "-'� BLOCKING IT 2x6 BOLTED TO BEAM WITH 1/2" DIA T ® 2'-0" STAGGERED PLYWOOD OR 16" TRUSS %41 &- BEAM BLOCKING PLYWOOD JOINTS (TYPICAL) 1/2" PLYWOOD 2x6 STUD WALL SP2 EA STUD 8" REINF CMU IT 2 2x8 BOLTED CMU WITH 3/4" DIA 1 HIT HY150 EPDXY TS AT 2'-0" OC 6" EMBEDMENT PLYWOOD TJLX TRUSS 8d NAILS 0 4" OC 3/4" PLYWOOD -JB212 GROUT SOLID "-- 2x12 :5�z 8" REINF CMU CONT 31/2x117/8 ML BOLTED TO CMU WITH 2 — 3/" DIA HILTI HY150 EPDXY BOLTS 0 16" OC WITH 6" EMBEDMENT 8d 0 21/2" 3/4" DIA HILTI HIT HY150 EPDXY BOLTS AT 2'-0" OC W/ 6" EMBEDMENT 12" REINF CMU 11 GROUT SOLID --� 12" REINF CMU !? LTT19 0 2'-0" OC 31/2x5/2 ML ®2'-0" OC ROOF TRUSSES the ld,p:%k 0'. FU003 0 U 85 main street hopkinton, massachusetts tel. 5q8 497 0909 fax. 8 497 0999 ND ARCh,� oR� �. � BERNARD �i� � DOHERTY cn, C� � N .50 2 � No. 29460 p � sTo MA :3 Bernard Doherty .E. 32 Waban Street Saugus, Massachusetts 01906 Tel. 617-240-2868 Fax. 781-233-4972 Email Bemie—Doherty@hotmail.com YARMOUTH FIRE STATION #3 Yarmouth, Massachusetts s E PLYWOOD 2x4 BLOCKING ® 4'-0" OC (MAX) CONT 31/ x117/8 ML BOLTED % CMU WITH 2 — 3/4" DIA HILTI HY150 EPDXY BOLTS 0 2'-0" OC WITH 6" EMBEDMENT 8d ® 21/2" MPAI 32 16 — 10d x11/2" NAILS 4 TJL TF USS = OR M I 2x4 B OCKING JOISTS PARALLEL TO WALL b PLYWOOD PLYWOOD JOINT JOINT 2x4 BLOCKING 00 Go 04 0 —00 OC ROOF TRUSS 00 13/4x51/ ML09, Go ® 2'-0 OC c-noNs scale: AS NOTED .00 drawn by: BD zi Go 2 ROWS 8d ® 4" 00 of00 00 00 00 0 00 00 oo LTT19 00 ' 00 00 00 00 31/2x117/8 ML 0101ZL 0 0 im- VOO 000010410000000001&000004000 8d 0 21/2" 3/4" DIA HILTI HIT HY150 EPDXY BOLTS AT 2'-0" OC W/ 6" EMBEDMENT 12" REINF CMU 11 GROUT SOLID --� 12" REINF CMU !? LTT19 0 2'-0" OC 31/2x5/2 ML ®2'-0" OC ROOF TRUSSES the ld,p:%k 0'. FU003 0 U 85 main street hopkinton, massachusetts tel. 5q8 497 0909 fax. 8 497 0999 ND ARCh,� oR� �. � BERNARD �i� � DOHERTY cn, C� � N .50 2 � No. 29460 p � sTo MA :3 Bernard Doherty .E. 32 Waban Street Saugus, Massachusetts 01906 Tel. 617-240-2868 Fax. 781-233-4972 Email Bemie—Doherty@hotmail.com YARMOUTH FIRE STATION #3 Yarmouth, Massachusetts s E PLYWOOD 2x4 BLOCKING ® 4'-0" OC (MAX) CONT 31/ x117/8 ML BOLTED % CMU WITH 2 — 3/4" DIA HILTI HY150 EPDXY BOLTS 0 2'-0" OC WITH 6" EMBEDMENT 8d ® 21/2" MPAI 32 16 — 10d x11/2" NAILS 4 TJL TF USS = OR M I 2x4 B OCKING JOISTS PARALLEL TO WALL b c-noNs scale: AS NOTED date: JUNE 16 2006 drawn by: BD job no: sheet 0 0 O c 6" FIRE SERVICE CONT. ON SITE/CIVIL DRAWINGS WATER MOTOR GONG h�g tA A, I LT 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 -\N OF MgS09c� DAVID J. GJ, FERGUSON - \� ?,ED AR_ 4� RY J• C �� q� << FIRE pROT. n No. 3120$ a 5- A9�F 9FGI ST��`° ,r�. OST M YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS FIRE PROTECTION FIRST FLOOR PLAN scale AS NOTED date 06/16/06 drawn by IA job no 0507.00 sheet © COPYRIGHT 2005 CARELL GROUP, INC. C ha 85 main street hopkintonp massachusets tel. 508 497 0909 fax 508 497 0999 iH OF A44 DAVID J. yGN FERGUS \S�RED ARcyI VN J. c �C' �p�c RRE PROT. No. 312M A9p� �FGiSTE�FO ``� t 0 No. 5022 osro d MA , loor YARMOUTH FIRE STATION o3 YARMOUTH. MASSACHUSETTS FIRE PROTECTION ATTIC FLOOR PLAN scale AS NOTED (late 06/16/06 drawn by JAM job no 0507.00 sheet I AIL 2 © COPYRIGHT 2005 CARELL GROUP, INC. 6" ARE SERI FROM CITY M Al APkA \/AI \/F AggFMRI Y nFTAII FROM LOW POINT IN DRY PIPE SYSTEM 1" BALL VALVE (NORMALLY OPEN) DRUM DRIP MODEL "B" AS MANUFACTURED BY RELIABLE FIRE PROTECTION EQUIPMENT OR APPROVED EQUAL NOTE: A 2"x12" NIPPLE MAY BE SUBSTITUTED FOR MANUFACTURED DRUM DRIP 1" BALL VALVE (NORMALLY CLOSED) 1" NIPPLE & CAP OR PLUG NOT TO SCALE ,�� �' '' I=111=111= IPS STEEL SLEEVE -EXTERIOR WALL HEAVY DUTY UNDERGROUND PIPE CLAMP IPS STEEL SLEEVE W/ LEAD & OAKUM CAULKED JOINTS DETAIL OF WATER SERVICE AUXILARY DRAIN DETAIL THROUGH FOUNDATION WALL 8c FLOOR No. TO SCALE No. TO SCALEINSPECTORS TEST DETAIL NOT TO SCALE SMOOTH BORE CORROSION RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER n►unlrn f%nAnC 18"X18"X4" CONCRETE SPLASH BLOCK. (OMIT WHERE DISCHARGE IS ABOVE PAVED SURFACE) GENERAL NOTES 1. ALL PIPING AND EQUIPMENT IS SHOWN DIAGRAMATIC ONLY, GENERAL ORIENTATION SHOWN IN PLAN AND SECTIONAL DRAWINGS. EXACT LOCATIONS TO BE DETERMINED IN FIELD. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO NFPA 13, NFPA 24, NFPA 101 AND THE COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE. INSTALL PIPING STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE, FORM RIGHT ANGLES ON LINES PARALLEL WITH BUILDING WALLS. SPRINKLERS AND PIPING SHALL BE FOR ORDINARY HAZARD OCCUPANCY, WITH A MAXIMUM COVERAGE OF 130 SQUARE FEET PER SPRINKLER HEAD. SPRINKLER SYSTEMS AND PIPING FOR OFFICE SPACES, SHALL BE FOR LIGHT HAZARD OCCUPANCY, WITH A MAXIMUM COVERAGE OF 165 SQUARE FEET PER SPRINKLER HEAD. SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED. APPROVED IDENTIFICATION SIGNS SHALL BE PROVIDED FOR VALVES, DRAINS TEST CONNECTIONS AND ALARMS. MANUFACTURER'S PRINTED INSTALLATION DIRECTIONS SHALL BE FOLLOWED. ALL PIPING SHALL BE REAMED TO BE FREE OF BURRS. KEEP PIPING FREE FROM SCALE AND DIRT, PROTECT OPEN PIPE ENDS WHENEVER WORK IS SUSPENDED DURING CONSTRUCTION TO PREVENT FOREIGN MATERIAL ENTERING AND LODGING THERE; USE TEMPORARY PLUG, BURLAP, OR OTHER APPROVED MATERIAL FOR PROTECTION. CONTRACTOR IS RESPONSIBLE FOR A FULLY SPRINKLED BUILDING, SPRINKLER EQUIPMENT SHOWN ON PLANS IS INTENDED FOR COORDINATION ONLY, AND ARE NOT INTENDED TO INDICATE EVERY DEVICE AND SPRINKLER HEAD NECESSARY FOR AN APPROVED INSTALATION. CONTRACTOR IS RESPONSIBLE FOR FINAL DESIGN REFLECTING A COMPLETE AND FULLY SPRINKLED BUILDING IN ACCORDANCE WITH NFPA 13. CONTRACTOR SHALL LOCATE ALL SPRINKLER HEADS. CONTRACTOR SHALL SUBMIT HIS WORKING DRAWINGS AND HYDRAULIC CALCULATIONS TO ALL AUTHORITIES HAVING JURISDICTION FOR THEIR APPROVAL THE CONTRACTOR SHALL NOT COMMENCE ANY INSTALLATION UNTIL WRITTEN APPROVAL IS OBTAINED FROM THE AUTHORITIES HAVING JURISDICTION AND THE ENGINEERS. 10. REFER TO ARCHITECTURAL PLANS FOR ALL CONCEALED AND UNHEATED SPACES. 1" PIPING DROP FROM END OF REMOTE BRANCH LINE 1" GLOBE VALVE, OR BALL VALVE FINISHED FLOOR 85 main street hopkinton, massachusetts tel. 505 487 0809 fax 505 497 0999 j\A OF M S,g+QC RE.D ARCy�T DAVID J. ti FERCJi1SlN ��`� �cR� J. FIRE PROT. n �, F No. 5022 r No. 31208 A9oF9FGlST� Q sroN. MA F`sslOM %� S Q sheet <Tk OF I YARMOUTH FIRE STATION 03 YARMOUTH, MASSACHUSETTS FIRE PROTECTION GENERAL NOTES DETAILS Scale AS NOTED date 06/16/06 drawn by JAM job no 0507.00 sheet 0 © COPYRIGHT 2005 CARELL GROUP, INC. PLUMBING LEGEND NOTE. NOT ALL ABBREVIATIONS AND SYMBOLS NECESSARILY APPLY TO THIS PROJECT. GENERAL NOTES 1. ALL PIPING AND EQUIPMENT SHOWN DIAGRAMMATICALLY ONLY. GENERAL ORIENTATION SHOWN IN PLAN AND SECTIONAL DRAWINGS. EXACT LOCATIONS TO BE DETERMINED IN FIELD. 2. FABRICATE AND INSTALL ALL PIPING IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE COMMONWEALTH OF MASSACHUSETTS FUEL GAS AND PLUMBING CODE AND NATIONAL ARE PROTECTION ASSOCIATION (NFPA) CURRENT EDITION. 3. INSTALL PIPING STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE, FORM RIGHT ANGLES ON LINES PARALLEL NTH BUILDING WALLS. 4. INSTALL PIPES CLOSE TO WALLS, PARTITIONS, CEILINGS, ETC. OFFSET ONLY WHERE NECESSARY TO FOLLOW WALLS, AS INDICATED. 5. LOCATE GROUPS OF PIPES PARALLEL. TO EACH OTHER. SPACE THEM TO PERMIT APPLYING FULL INSULATION AND TO PERMIT ACCESS FOR SERVICING VALVES. 6. MANUFACTURERS PRINTED INSTALLATION DIRECTIONS SHALL BE FOLLOWED. 7. ALL PIPING SHALL BE REAMED TO BE FREE OF BURRS. KEEP PIPING FREE FROM SCALE AND DIRT, PROTECT OPEN PIPE ENDS WHENEVER WORK IS SUSPENDED DURING CONSTRUCTION TO PREVENT FOREIGN MATERIAL ENTERING AND LODGING THERE; USE TEMPORARY PLUG, BURLAP, OR OTHER APPROVED MATERIAL FOR PROTECTION. 8. PROVIDE UNIONS, SCREWED OR FLANGED WHERE INDICATED AND IN THE FOLLOWING LOCATIONS, EVEN IF NOT INDICATED. a. IN LONG RUNS OF PIPING, TO PERMIT CONVENIENT DISASSEMBLY FOR ALTERATIONS OR REPAIRS. b. IN BY-PASSES AROUND EQUIPMENT. c. IN CONNECTIONS TO EQUIPMENT REQUIRING DISCONNECTION FOR REPAIRS, REPLACEMENT LOCATION BETWEEN SHUT-OFF AND EQUIPMENT. 9. LOCATE VALVES FOR EASY ACCESS AND OPERATION. DO NOT LOCATE VALVES WITH STEMS BELOW HORIZONTAL. 10. THIS CONTRACTOR SHALL FULLY COORDINATE HIS WORK WITH ALL OTHER TRADES. SPECIAL CARE SHALL BE TAKEN WITHIN THE CEILING SPACES DUE TO THE LIMITED SPACE AVAILABLE. 11. FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALL PLUMBING FIXTURES, SEE ARCHITECTURAL DRAWINGS. g oup� 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 N o> R'_ yG DAVID 1. FERGUSON FIRE pROT. <n No. 31208 ��gED AlCy�T J. CGI CJ No. 5022�� k OSTO 4 MA I^ _ YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS PLUMBING LEGEND GENERAL NOTES scale NONE (late 06/16/06 drawn by JAM job no 0507.00 gI I © COPYRIGHT 2005 CARELL GROUP, INC. ColoCo ABBREVIATIONS PIPING, VALVES, & FITTINGS PIPING, VALVES, & FITTINGS ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION A E MG MANUFACTURED GAS SOIL, WASTE OR SANITARY (ABOVE GRADE) fir--- IN THE RUN FLOOR CLEANOUT A A AIR,COMPRESSED AIR IR,COMPRESS MH MIN MANHOLE MINIMUM —3E PIPE ANCHOR AC GID AIR CHAMBER ACCESS DOOR, AREA DRAIN MJ MECHANICAL JOINT SOIL, WASTE OR SANITARY PIPE GUIDE AFF ABOVE FINISH FLOOR MO MOTOR OPERATED (BELOW GRADE) GIP ACCESS PANEL MR MOP RECEPTOR Ar ARGON MTD MOUNTED VENT (ABOVE GRADE) DIRECTION OF FLOW ATMOS V ATMOSPHERIC VENT MM MILLIMETER AV ACID VENT N2 NITROGEN VENT (BELOW GRADE) DIRECTION OF SLOPE OR PITCH AVTR ACID VENT THRU ROOF NC NORMALLY CLOSED AW ACID WASTE (ABOVE GRADE) (IN/FT OR FT/FT) AW ACID WASTE NIC NOT IN CONTRACT ACID WASTE (BELOW GRADE) N20 NITROUS OXIDE AW BFP BACK FLOW PREVENTER NO NORMALLY OPEN ACID VENT (ABOVE GRADE) BOP BOTTOM OF PIPE NPS NOMINAL PIPE SIZE AV B gWV BELL & SPIGOT BACK WATER VALVE NRC NUCLEAR REGULATORY COMM. AV ACID VENT (BELOW GRADE) NTS NOT TO SCALE ° C DEGREES CELCIUS 0 OD OXYGEN OUTSIDE DIAMETER DW FILTERED DRINKING WATER (ABOVE GRADE) CAP co CAPACITY CATCH BASIN OS & Y OUTSIDE SCREW & YOKE DW FILTERED DRINKING WATER (BELOW GRADE) BACKFLOW PREVENTER CL CENTER LINE PCW PROTECTED COLD WATER CLG CEILING PG PRESSURE GAUGE TP TRAP PRIMER PIPING PRESSURE GAUGE CO ��gON PHW PROTECTED HOT WATER PG (TEMPERATURE GAUGE) CO2 DIOXIDE PHWC PROTECTED HOT WATER CIRCULATION CM COND CENTIMETER CONDUCTOR PLBG PO PLUMBING PNEUMATIC OPERATED ROOF LEADER (ABOVE GRADE) I CONN CONT CONNECTION CONTINUE, CONTINUATION PRV PSI (q) (G) PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH ROOF LEADER (BELOW GRADE) THERMOMETER CTE CONNECT TO EXISTING (ABSOLUTE) (GAUGE) CONTR CONTRACTOR IW INDIRECT WASTE CW DOMESTIC COLD WATER PW PROCESS WASTE ROOF DRAIN CWR DOMESTIC COLD WATER RISER RD ROOF DRAIN - DOMESTIC COLD WATER D DRAIN RL RO ROOF LEADER REVERSE OSMOSIS - - DOMESTIC HOT WATER DI DF DOONIZED WATER DRINKING FOUNTAIN RP RESIDUAL PRESSURE RADIOACTIVE WASTE — - - - DOMESTIC HOT WATER CIRCULATION . O FLOOR DRAIN OR AREA DRAIN DN DOWN RW DP DROP IN ELEVATION S SOIL PIPING OR SOLDERED + PROTECTED COLD WATER (NON -POTABLE) 11 A SHOCK ABSORBER DS DOWN SPOUT SA SHOCK ABSORBER (LETTER INDICATES SIZE) DV DRAIN VALVE SAN SANITARY + + PROTECTED HOT WATER (NON -POTABLE) OW DISTILLED WATER Sc �� SILL COCK SHOWER + + + PROTECTED HOT WATER CIRCULATION (NON -POTABLE) n AIR CHAMBER EL, 17�V ELEVATION SK SINK ELEC ENT ELECTRICAL ENTERING, ENTRANCE SO SOLENOID OPERATED DIS DOONIZED WATER SUPPLY _}..�-�- - STRAINER ETBR EXISTING TO BE REMOVED SP FT STATIC PRESSURE SQUARE FOOT (FEET) DIR DOONIZED WATER RETURN �r ETBR & R EXISTING TO BE REMOVED & SQ SOIL STACK ETR REPLACED EXISTING TO REMAIN S &NV STRAINER DWS DISTILLED WATER SUPPLY UNION EWC ELECTRIC WATER COOLER SOIL &VENT DWR DISTILLED WATER RETURN EXIST EXP EXISTING EXPANSION T, THD TG THREADED TEMPERATURE GAUGE RO REVERSE OSMOSIS PIPING ---L- WH WALL HYDRANT ° F F, FLG DEGREES FAHRENHEIT TOP TOP OF PIPE FBO FLANGED FURNISHED BY OWNER TP TYP TRAP PRIMER TYPICAL —'�' HB HOSE BIBB FCO FLOOR CLEANOUT G NATURAL GAS FD FLOOR DRAIN U UNION FEC FIRE EXTINGUISHER CABINET UR URINAL LPG — LIQUID PROPANE GAS � SIl1COCK FEL FINISHED FLOOR ELEVATION i FIM FORCED MAIN V VENT VV VAPOR VENT FP FT ARE PROTECTION FOOT, FEET VAC VAC BKR VACUUM VACUUM BREAKER N2 NITROGEN --0 YH YARD HYDRANT FU FIXTURE UNITS GAS VLV VOL VALVE VOLUME 0 OXYGENSERVICE —�' ( G) OUTLET (GAS, AIR ETC. AS NOTED) G NATURAL VS VENT STACK GAL GALLON(S) VTR VENT THRU ROOF A COMPRESSED AIR GEN GENERAL VACUUM RELIEF VALVE GPM (H) (D) GALLONS PER MINUTE (HOUR) (DAY) W WASTE N20 NITROUS OXIDE if HB HOSE BIBB WC HEAD WITH WATER CLOSET N.O. N.C. VALVES HD He HELIUM VH WALL HYDRANT Ar ARGON HO HVAC HOSE OUTLET HEATING,VENTILATING & AIR CONDITIONING WLD W & T WELD WASTE AND TRAP — C21-12 ACETYLENE I>4 ® GATE VALVE WS WASTE STACK HW HWC DOMESTIC HOT WATER DOMESTIC HOT WATER CIRCULATION W & V WASTE AND VENT CO2 CARBON DIOXIDE D04 DM GLOBE VALVE HWR HC DOMESTIC HOT WATER RISER HANDICAPPED (BARRIER FREE) YH YARD HYDRANT V VACUUM BALL VALVE Ip INSIDE DIAMETER H HYDROGEN IN INCH IO'1 L'I BUTTERFLY VALVE INV EL INVERT ELEVATION 0 PIPE DOWN THRU FLOOR SHOWN IW INDIRECT WASTE 0 PIPE RISE THRU FLOOR ABOVE -I I- . GAS COCK L LITRE LAV Lb(S) LAVATORY POUNDS -K—I— PIPE RISE OR DROP LPG LIQUID PROPANE GAS ANGLE VALVE M METER -I-��t-i- CONNECTION OFF TOP OF MAIN MAN MAX MANUAL MAXIMUM CONNECTION OFF BOTTOM OF MAIN SWING CHECK MECH MECHANICAL MFR MANUFACTURER CAP OR PLUG , TEMPERATURE & PRESSURE RELIEF VALVE --- ALUMINUM SEATED CHECK VALVE —Li CO END OF RUN CLEANOUT Q PRESSURE REDUCING CO o D'G! V� - IN THE RUN CLEANOUT =====O FCO END OF RUN FLOOR CLEANOUT BALANCING VALVE NOTE. NOT ALL ABBREVIATIONS AND SYMBOLS NECESSARILY APPLY TO THIS PROJECT. GENERAL NOTES 1. ALL PIPING AND EQUIPMENT SHOWN DIAGRAMMATICALLY ONLY. GENERAL ORIENTATION SHOWN IN PLAN AND SECTIONAL DRAWINGS. EXACT LOCATIONS TO BE DETERMINED IN FIELD. 2. FABRICATE AND INSTALL ALL PIPING IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE COMMONWEALTH OF MASSACHUSETTS FUEL GAS AND PLUMBING CODE AND NATIONAL ARE PROTECTION ASSOCIATION (NFPA) CURRENT EDITION. 3. INSTALL PIPING STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE, FORM RIGHT ANGLES ON LINES PARALLEL NTH BUILDING WALLS. 4. INSTALL PIPES CLOSE TO WALLS, PARTITIONS, CEILINGS, ETC. OFFSET ONLY WHERE NECESSARY TO FOLLOW WALLS, AS INDICATED. 5. LOCATE GROUPS OF PIPES PARALLEL. TO EACH OTHER. SPACE THEM TO PERMIT APPLYING FULL INSULATION AND TO PERMIT ACCESS FOR SERVICING VALVES. 6. MANUFACTURERS PRINTED INSTALLATION DIRECTIONS SHALL BE FOLLOWED. 7. ALL PIPING SHALL BE REAMED TO BE FREE OF BURRS. KEEP PIPING FREE FROM SCALE AND DIRT, PROTECT OPEN PIPE ENDS WHENEVER WORK IS SUSPENDED DURING CONSTRUCTION TO PREVENT FOREIGN MATERIAL ENTERING AND LODGING THERE; USE TEMPORARY PLUG, BURLAP, OR OTHER APPROVED MATERIAL FOR PROTECTION. 8. PROVIDE UNIONS, SCREWED OR FLANGED WHERE INDICATED AND IN THE FOLLOWING LOCATIONS, EVEN IF NOT INDICATED. a. IN LONG RUNS OF PIPING, TO PERMIT CONVENIENT DISASSEMBLY FOR ALTERATIONS OR REPAIRS. b. IN BY-PASSES AROUND EQUIPMENT. c. IN CONNECTIONS TO EQUIPMENT REQUIRING DISCONNECTION FOR REPAIRS, REPLACEMENT LOCATION BETWEEN SHUT-OFF AND EQUIPMENT. 9. LOCATE VALVES FOR EASY ACCESS AND OPERATION. DO NOT LOCATE VALVES WITH STEMS BELOW HORIZONTAL. 10. THIS CONTRACTOR SHALL FULLY COORDINATE HIS WORK WITH ALL OTHER TRADES. SPECIAL CARE SHALL BE TAKEN WITHIN THE CEILING SPACES DUE TO THE LIMITED SPACE AVAILABLE. 11. FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALL PLUMBING FIXTURES, SEE ARCHITECTURAL DRAWINGS. g oup� 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 N o> R'_ yG DAVID 1. FERGUSON FIRE pROT. <n No. 31208 ��gED AlCy�T J. CGI CJ No. 5022�� k OSTO 4 MA I^ _ YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS PLUMBING LEGEND GENERAL NOTES scale NONE (late 06/16/06 drawn by JAM job no 0507.00 gI I © COPYRIGHT 2005 CARELL GROUP, INC. ColoCo 4"S UP 4" WASTE TO TIGHT TANK FOR CONTINUATION SEE SITE/CIVILI DWGS. _J 4" VENT FROM TIGHT TANK -� rP1r'1 n nk I TI► ii 1 A TIl1►1 Q COPYRIGHT 2005 CARELL GROUP, INC. I FS 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 OF MgSS9CyG DAVID J. ED ARCh�TF v �HRE PROT m No. 31208 0 " No. 5022 0 9 FSlSTE`�� �FSSlO g osr w � ' 4z ws� YARMOUTH FIRE STATION o3 YARMOUTH. MASSACHUSETTS PLUMBING UNDERSLAB PIPING scale AS NOTED date 06/16/06 drawn by JAM job no 0507.00 sheet 0 Q COPYRIGHT 2005 CARELL GROUP, INC. FLUSH ELECTRIC GAS SOLENOID VALVE IN PANEL WITH KEYED RESET SWITCH BELOW. MOUNT AT 5-6" TO CENTER UNE GAS STOVE/OVEN - 3/4" G DN (29 CFH) PROVIDE GAS COCK, UNION & SEDIMENT LEG. 1 /2"CW DP 2" W V 1 /2"HW P 4"S, 2"V IP- A 1 /2"HW DP » UP STAIR "1 IIKil 11 LOBBY Imo 1/2CW DP 1 /2"" HW DP TO WATER IR DIO ROOM 102 I • II� o �J• p► • 3"W DN 1 /2"CW DP E _ 9"u DN — 1 /2"HW DP 2"V DN 2"W DN 1 /2"CW DP 1 /2"HW DP 1 /2"CW DP TR2"WNW W DP 1 /2"CW DP » 1 /2"HW DP 4"S, 4"V 1 "CW DP SA -B W/AP EMS OFFICE 2"V N 112 2" W&V 1 /2"HW DP 1 2"CW DP n4 "CW DP SA -B WAP MIXING VALVE ASSEMBLY ESTIC HOT WATER CIRC. PUMP - (130 CFH) 1"G DP — DOMESIIC WATER HEATER (500 CFH) 2"G DP -\ 2"W DN 3"V UP DAY RSO W DP 2" W&V — — — 1 2"CW DP — 3/4" EN " FD -A CORK. b FEMALE LOCKERS 111 2"G D (22 CFF c 4- LAUN 7 c -i I U-1 ] �"4 70 1/2"A DP » 1/2"A DP 1/2"A DP 1/2"A DP CW DP. 2"V DN - 0 0 o Q. HB I .o _ »A ---� A 3/4» 2 l/ » 3 VTR 74- " 3 2 4» TR 2"G DP ( 0 CFH) 1 /2"CW DP 2" W&V 1/2"HW DP 3/4"PCW TO HVAC 2"PCW DP & CONN TO 2" BFP ar--2- + + 2-1/2" 1 /2"CW DP A TO ICE MACHIN I 3/4"CW DP + + P-8 1-1 /2/4"HW DP" �1-1/2» 1-1/2» 2 + 1-1/2"CW DP + 11 SA -B W/AP I 3/4 -HW DP P -5A P -2A P-9 1 /2"HW DIP z MEDICAL " 1 /2"HW DP 2" W&V o WASH DOWN 1» I 1/2 CW DP + 1 /2"CW DP = + V UP 1/2"HW DP w 2 V DN I 2" W&V 2" S&V PLUMBING P -7A scale AS NOTED + 3/4 CW DP + xTR sheet 2"V DN _ _ _j ( 1 /2"CW DP " C 3/4" I 4"S, 2"V 4ELEC. + 2"HW DP + 124 1"CW DP Ll 2"V DN P-3 C 2�2' U� FURNISH & INSTALL 3/ APPARATUS 1—i 123 121 L-1 OFFICE I 125 tm 119 "0 STORA I CsE I Iii ITi i i I VMI: R (1,lMFH) FH) i 126 �T � 1 1,21 I I I BUNK 'I�' LIJJ_ I- LiLo-i VEST. UpLFI-16-1 GAS METER GAS SERVICE, REGULATOR & 2" S&V METER BY GAS UTILITY CO. 3/4"CW DP SA -A W/AP 1 /2"CW DP 2" W&V 1 /2"HW DP 1 /2"CW DP 2" SO (2) 1/2 -HW DI 2"V DN 1 /2"CW DP 2"W DN HOSE END BALL VA S AT TERMINATION R EXTRACTOR INSTALL SA- B /AP ON DROPS 7-2-1/2 1 /2"A DP " DOMESTIC CATER METER 1/2"CW DP _3/4» A A A HB 17,.i V 1/2" COMPRESSED AIR QUICK DISCONNECT (1YP FOR 8) 1-1/2" FILL VALVE (TYP FOR 6) Q TURN -OUT SEAR 133 _"yry3/4- COMPRESSED AIR EXTEND & CONN. TO AIR Q WORK SHOP OR. COMPRESSOR, (FBO), MOUNTED IN 131 132 1 MEZZANINE ABOVE WORK SHOP SII M0 Q ELEC. EMS CENTRAL SUPPLY 12 9-1 w © COPYRIGHT 2005 CARELL GROUP, INC. 85 main street hopkinton, massachusetts tel. 508 497 0808 fax 508 497 0988 H OF 414R�9 oma' DAVID J. cyan I �S�RED AR�j,�T� J. FERGUSON U FINE PROT. cn No. 31200 0RY O No. 50 2 �9Q�9FGISTEQ`�' \�' s o o MA J l P YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS PLUMBING FIRST FLOOR PLAN scale AS NOTED date 06/16/06 drawn by JAM job no 0507.00 sheet .00 0 © COPYRIGHT 2005 CARELL GROUP, INC. C� 85 main street hopkinton, massachusets tel. 508 497 0909 fax 508 497 0999 STH OF PRgg `S��Rty netC��T� DAVID J. FERGU50N FIRE pROT. o o No. 5022 r No. 31208 BOSTON. � ST 'C4 Q mM A �J �9SrueE I .ell YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS PLUMBING ATTIC FLOOR PLAN sca1e AS NOTED date 06/16/06 drawn by JAM job no 0507.00 sheet © COPYRIGHT 2005 CARELL GROUP, INC. SINE :ADED ROD 4RBON STEEL MVEL RING TRAP HANGER DETAIL DETAIL FOR 2" &SMALLER PIPE FOR 2-1/2" TO 3" PIPE PIPE HANGERS FROM BOT' PURLIN, OR JACK TRUSS NOT TO SCALE CONC. THRUST BLOCK FINISH FLOOR � r ^ r ' NE ,DED ROD BON STEEL /EL RING AP HANGER DETAIL FOR 4" &LARGER PIPE OM OF BEAM -EXTERIOR WALL HEAVY DUTY UNDERGROUND PIPE CLAMP IPS STEEL SLEEVE W/ LEAD & OAKUM CAULKED JOINTS 1,—^n FLEXIBLE COUPLINGS w•. > > — W X11=111 — > I- 11 III 2 -6n MAX III IPS STEEL SLEEVE DETAIL OF WATER SERVICE THROUGH FOUNDATION WALL & FLOOR NOT TO SCALE FINISH FLOOR ROUGH SLAB WYE FITTING INTERNAL CLEANOUT PLUG' 1/8 th BEND FLOOR CLEANOUT INSIDE CAULK FINISH FLOOR NED WATER SERVICE ROUGH SLA INTERNAL CLEANOUT PLUG NOTE: 1. ALL COVERS IN TILE FLOORS 1/8 th BEND SHALL BE RECESSED TYPE TO RECEIVE TILE. IN THE RUN END OF RUN DETAIL OF FLUSH FLOOR CLEANOUTS NOT TO SCALE ANCHOR SECURELY TO BUILDING STRUCTURE HANGER ROD - THREAD ENDS ONLY COLD WATER SADDLE FOR HOT WATER II � SHALLCOPPER E TUBING HEAVY HOT WATER CIRC. P.V.C. COATED `I -I/3' RE BAR DETAIL OF GANG HANGER NOT TO SCALE FLOOR CLEANOUT .. �PRESSURE GAUGE ASSEMBLY (TYPICAL) 'A n,- TRERICE 600 - GAUGES 100 P.S.I. DIAL INSIDE 735 - 2 VALVE 872 - 1 SNUBBER 1CAULK STRAINER TEST COCK (TYPICAL) --� BALL VALVE (TYPICAL) INSULATION PROTECTOR ALL BRONZE REDUCED PRESSURE BACKFLOW PREVENTER PIPE SIZE TO FIXTURE SCHEDULE j 'V FIXTURE S W VENT of HW B C D E f � SC -500 SC -750 SC -1000 P-1 WATER CLOSET, WALL HUNG, FLUSH VALVE 4" 2" 1" - P -11A WATER CLOSET, WALL HUNG, FLUSH VALVE, BARRIER FREE 4" 2" 1" �II.III=11I ;s LAVATORY, COUNTERTOP, BARRIER FREE LAVATORY, WALL HUNG 2" 2" 2" 2" 1 2" 1/2" -EXTERIOR WALL HEAVY DUTY UNDERGROUND PIPE CLAMP IPS STEEL SLEEVE W/ LEAD & OAKUM CAULKED JOINTS 1,—^n FLEXIBLE COUPLINGS w•. > > — W X11=111 — > I- 11 III 2 -6n MAX III IPS STEEL SLEEVE DETAIL OF WATER SERVICE THROUGH FOUNDATION WALL & FLOOR NOT TO SCALE FINISH FLOOR ROUGH SLAB WYE FITTING INTERNAL CLEANOUT PLUG' 1/8 th BEND FLOOR CLEANOUT INSIDE CAULK FINISH FLOOR NED WATER SERVICE ROUGH SLA INTERNAL CLEANOUT PLUG NOTE: 1. ALL COVERS IN TILE FLOORS 1/8 th BEND SHALL BE RECESSED TYPE TO RECEIVE TILE. IN THE RUN END OF RUN DETAIL OF FLUSH FLOOR CLEANOUTS NOT TO SCALE ANCHOR SECURELY TO BUILDING STRUCTURE HANGER ROD - THREAD ENDS ONLY COLD WATER SADDLE FOR HOT WATER II � SHALLCOPPER E TUBING HEAVY HOT WATER CIRC. P.V.C. COATED `I -I/3' RE BAR DETAIL OF GANG HANGER NOT TO SCALE FLOOR CLEANOUT .. �PRESSURE GAUGE ASSEMBLY (TYPICAL) 'A n,- TRERICE 600 - GAUGES 100 P.S.I. DIAL INSIDE 735 - 2 VALVE 872 - 1 SNUBBER 1CAULK STRAINER TEST COCK (TYPICAL) --� BALL VALVE (TYPICAL) INSULATION PROTECTOR ALL BRONZE REDUCED PRESSURE BACKFLOW PREVENTER PIPE SIZE TO FIXTURE SCHEDULE P. NO. FIXTURE S W VENT CW HW B C D E PRECISION PLUMBING PRODUCTS SC -500 SC -750 SC -1000 P-1 WATER CLOSET, WALL HUNG, FLUSH VALVE 4" 2" 1" - P -11A WATER CLOSET, WALL HUNG, FLUSH VALVE, BARRIER FREE 4" 2" 1" - P-2 P -2A LAVATORY, COUNTERTOP, BARRIER FREE LAVATORY, WALL HUNG 2" 2" 2" 2" 1 2" 1/2" 1 2" 1/2" P-3 P -3A P-4 URINAL, WALL HUNG URINAL, WALL HUNG, BARRIER FREE 36" X 24" MOP RECEPTOR " 2" 3" 23 2" 2" 4" 3/4" 1/2" - 1/2" P-5 P -5A P-513 STAINLESS STEEL SINK STAINLESS STEEL SINK, DECONTAMINATION STAINLESS STEEL SINK 2" 2" 2" 2" 2" 2" 1/2" 1/2" 1/211 1/2" P-6 WASHING MACHINE CONNECTION 2" 2" 1/2' 1 2" P-7 P -7A SHOWER, BARRIER FREE DECONTAMINATION SHOWER 2" 2" 2" 2" 1 2" 1/2" 1 2" 1/2' P-713 P-8 SHOWER, BARRIER FREE HOSE STATION 2" - 2" - 1/2' 3/4" 1/2' 3/4" P-9 EYEWASH - - 1/27 1/2" SUPPORT FROM WALL OR FLOOR AIR GAP FITTING AIR GAP DISCHARGE LINE TO FLOOR DRAIN BACKFLOW PREVENTER DIAGRAM NOT TO SCALE FLOOR DRAIN SCHEDULE SYMBOL TYPE MANUFACTURER MODEL OUTLET STRAINERREMARKS B C D E PRECISION PLUMBING PRODUCTS SC -500 SC -750 SC -1000 SC -1250 SC -1500 A FD J.R. SMITH 20106-P050 CAULK NICK-BRZ 5 -P10 B FD J.R. SMITH 2142-P050 CAULK CAST IRON C FD J.R. SMITH 3201-C-13 CAULK CAST IRON 3/4 GRAZE - Tp J.R. SMITH 9816 CAULK DUCTILE IRONI APPARATUS BAY TRENCH DRAIN W/ CATCH BASIN NOTE: WHERE REQUIRED BY LOCAL PLUMBING INSPECTOR, FLOOR DRAINS SHALL BE PROVIDED Will AU iuMA 1Ic; IrcAr rKiMtrcS arc TRAP GUARDS AS MANUFACTURED BY PROSET SYSTEMS & APPROVED BY THE COMMONWEALTH OF MASSACHUSETTS STATE BOARD OF PLUMBING EXAMINERS. SHOCK ABSORBER SCHEDULE GAUGE 1/2"" 3 4" PDI RATING SYMBOL A B C D E PRECISION PLUMBING PRODUCTS SC -500 SC -750 SC -1000 SC -1250 SC -1500 WATTS REGULATOR COMPANY 0750030 0750053 0750060 0750070 0750090 WADE 5 -P10 -P 20-P 50-P 75-P MANUFACTURERS NAMES AND MODEL NUMBERS ARE SHOWN ONLY TO REPRESENT TYPE, STYLE AND LEVEL OF QUALITY EXPECTED, SIMILAR PRODUCTS BY OTHER MANUFACTURERS WILL BE ACCEPTABLE. INSULATION SHIELD LENGTH (X") PIPE SIZE INSULATION THICKNESS GAUGE 1/2"" 3 4" 1" 1/2" TO 3" 12" 12" 12 18 4" 12" 12" 12" 16 5" 18" 18" 18" 16 6" 18" 18" 18" 16 8" TO 14" 24" 24" 24" 14 4,-0" NOTE: 1. HANGER SHIELD IS TYPICAL FOR INSULATED PIPING 2. CORK, WOOD OR CALCIUM SILICATE INSERTS SHALL BE INSTALLED BETWEEN THE PIPE AND THE INSULATION SHIELD TO SUPPORT THE PIPE AND PREVENT THE PIPE INSULATION FROM BEING CRUSHED. PIPE. HANGER &SHIELD DETAIL NOT TO scuE 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 "OFY4j c��/RED h� DAVID J. l J. TFc\ FERGUSON `� � o R c - T FIRE PROT. cn No.31203 No. 5022' BOSTON. �cisTE �� y MA YARMOUTH FIRE STATION c3 YARMOUTH. MASSACHUSETTS PLUMBING SCHEDULES DETAILS scale AS NOTED date 06/16/06 drawn by JAM job no 0507.00 sheet © COPYRIGHT 2005 CARELL GROUP, INC. THREADED CLEANOUT PLUG CLEANOUT TEE THREADED CLEANOUT PLUG CLEANOUT TEE FINISHED WALL ACCESS PLATE WITH SECURING SCREW GENERAL CONSTRUCTION NOTES 7 1.) THE INLET PIPE SHALL BE 4° ABOVE NORMAL WATER LEVEL 2) Po}IERE SUBJECT TO FROST OR CRUSHING CONDITIONS, OUTLET SHALL BE AT LEAST 3' BELOW THE SURFACE. L57V 3.) THE NEW CATCH BASIN MUST BE FILLED WITH CLEAN WATER BEFORE USING, AND AFTER BEING EMPTIED FOR PERIODIC CLEANING. HUB AND SPIGOT WITH COVER PLATE 4.1 ALL OIL AND GASOLINE MUST BE REMOVED BEFORE CLEANING 2" TO SYSTEM PRESSURE REDUCING VALVE PRESSURE GAUGES 2" HOT WATER FROM STORAGE TANK FINISHED WALL ACCESS COVER AND FRAME 1 OUT THE BASIN, AND MUST NOT BE DISCHARGED INTO THE SEWER THROUGH OTHER FIXTURES. 5.) SPECIFICATIONS FOR COVERING SPECIAL CASES OR CONDITIONS, SHALL BE APPROVED BY THE LOCAL AUTHORITIES OF THE COMMONWFAITH OF MASSACHUSFTTS_ 6.) BOTH VENTS SHALL BE EXTENDED INDEPENDENTLY 18" ABOVE THE ROOF, OR AS APPROVED BY THE LOCAL AUTHORITIES AND THE AUTHORITIES OF THE COMMONWEALTH OF MASSACHUSETTS. 4" erre+ T IP1AI IN 1 nnnr. 4" OU STORA 8' BRI CON' CEMEI DETAIL GASOLINE & SAND TRAP NO SCALE MANHOLE ER )E IVY ►M TRENCH DRAIN BALL VALVE ABSORBER I VACUUM 2" COIR WATER NO -HUB WITH ACCESS COVER B�A�f (TYPICAL) PROVIDE ACCESS PANEL WHERE NECESSARY RELIEF CAPPED FOR FUTURE CONN. (TYPICAL) � VALVE C= ASSEMBLYiHE�MOSTATIC CHECK VALVE W1 WALL CLEANOUTS i THERMOMETER �1/8 HOLE DRILLED IN CLAPPER LINE I NOT TO SCALE GAS SUPPLY' ISI _ 2" COLD WATER SUPPLY 1/2" 1/2' BY-PASS FROM HOT WATER CIRCULATION NMA�TNUFACIURER'S INSTALLATION INSTRUCTIONS SHALL BE FOLLOWED FOR EXACT PIPING ARRANGEMENT MIXING VALVE STATION DETAIL NO SCALE UNIONS (TYP.) Vi EP THERMOMETER BALL VALVE (TYP.) 2" COLD WATER SUPPLY R MA( wH�rnivb mHUniivt PIPING CONNECTIONS NOT TO SCALE JT 2" 140' HOT WAT TO MIXING VALVE 2" 140' HOT WATER CAPPED FOR FUTURE &RaREEFs.��€ VALVE PIPE FULL SIZE TO DRAIN COMBUSTION INTAKE (BY HVAC CONT'R) DRIP CAP -- COMBUSTION EXHAUST (BY HVAC CONT'R) u Il CHECK VALVE FLOOR /2" BY-PASS TO IIXING VALVE STATION E �■ TANK DRAIN NOTE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE FOLLOWED FOR EXACT PIPING ARRANGEMENT DETAIL OF GAS WATER HEATER NO SCALE /4" 110' RETURN BALL VALVE (TYP) YPASS DIAPHRAM EXPANSION TANK (WATTS SERIES DET) BRONZE BODY CIRCULATOR i cii i • 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 j\ OF�aSsq�'y o .��RED ARLH DAVID J. �s �r g FERGUSON �F�' oRY J. Cy FGj HRE PROT. No. 31208 No. 5022 9FGIST EFF� ��Q sTOH. AIA , YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS PLUMBING DETAILS scale AS NOTED date 06/16/06 drawn by JAM job no 0507.00 sheet 0 2 F I RST FLOOR RADIANT 5L A5 PLAN SCALE: Us° = If -m° FLOOR SLAB BY G.C. REFER TO ARCHITECTURAL DWGS. WIRE TIE BY HVAC (TYP.)--, 2" RIGID INSULATION L BY HVAC � MUD SLAB BY G.C. REFER TO ARCHITECTURAL DWGS. NU I tJ: 1. HVAC TO PROVIDE SUPPLEMENTAL REBAR FOR TUBE SUPPORT AT ELBOWS OR AS REQUIRED BY MANUFACTURER. 2. CONCRETE SLAB SHALL PROVIDE A MINIMUM OF 1" COVERAGE OVER RADIANT TUBING. FAILURE TO MAINTAIN COVERAGE WILL RESULT IN STRIPING. SLAB DETAIL NO SCALE NOTES: 10 SNOWMELT SLABS HAVE PIPING 6" O.C. Q OUTER LOOPS OF RM -4 ARE 6" O.C. Q INNER LOOPS OF RM -4 ARE 8" O.C. ® OUTER LOOPS OF RM -1 AND RM -3 ARE 8" O.C. MIDDLE LOOPS OF RM -1 AND RM -3 ARE 12" O.C. © INNER LOOPS OF RM -1 AND RM -3 ARE 18" O.C. 7� ALL LOOPS OF RM -2 ARE 12" O.C. ® COORDINATE EXACT MANIFOLD LOCATIONS WITH G.C. �9 SPECIAL CARE MUST BE TAKEN TO ENSURE NO PIPING IS WITHIN 6" OF THE EDGE OF A SLAB. 10 PROVIDE SLEEVES FOR RADIANT TUBING AT ALL CONTROL JOINTS CROSSINGS. (4 LOOP) RADIANT TUBING BY HVAC SEE PLAN ABOVE FOR SPACING REBAR BY G.C. REFER TO STRUCTURAL DRAWINGS 2 RIGID EDGE INSULATION BY HVAC LEGEND SUPPLY NR DUCT UP SUPPLY NR DUCT DOWN RETURN/EXHAUST AIR DUCT IR RETURN/EXHAUST AIR DUCT DOWN ACOUSTICALLY LINED DUCTWORK (1') JL FlD(IBIf CONNECTION �--+ CEILING DIFFUSER W/FlD(IBI.E CONNECTION VOLUMEDAMPER w �---� FIREDAMPER MOTORIZED DAMPER �^ -e THERMOSTAT -ELECTRIC AHU AIR HANDLING UNIT eBOILER CD CEILING DIFFUSER �H eCONDENSING UNIT CABINET UNIT HEALER EXHAUST FAN ER EXHAUST AR REGISTER e� FINNED TUBE RADIATION HEAT EXCHANGERHANGER HX P PULP RR RETURN NR REGISTER UH UNIT HEALERS SM SNOWMELT MANIFOLD RM RADIANT MANIFOLD SR SUPPLY REGISTER BC BLOWER COIL -HWS--% HOT WATER SUPPLY -HWR- HOT WATER RETURN --0 PIPE UP PIPE DOWN PIPE TEE DROP PIPE STUB UP W/FLOW ARROW ----� BALL VALVE -�Q---� GATE VALVE �-I I-� BALANCING VALVE CHECK VALVE STRAINER PURGE SYSTEM CONTROLS INCLUDING CARBON MONOXIDE 1CO1 HOA DETECTOR, NITROGEN OXIDE DETECTOR AND HAND-OFF AUTO SWITCH. HOA HAND-OFF AUTO SWITCH. PC PLUMBING CONTRACTOR HVAC HEATING, VENTILATING & AIR CONDITIONING EC ELECTRICAL CONTRACTOR GC GENERAL CONTRACTOR © COPYRIGHT 2005 CARELL GROUP, INC. 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 vi ffIN p�7HOM E. I kED AR 0 J. Cy PJ MArnHEWS HV1 o 0 No. 5022 r a BOSTON. y '5 M A. ry SSP YARMOUTH FIRE STATION c3 YARMOUTH. MASSACHUSETTS HVAC LEGEND, RADIANT SLABS AND SLAB DETAIL scale AS NOTED date 06/16/06 drawn by RLE job no 0507.00 sheet O © COPYRIGHT 2005 CARELL GROUP, INC. PAD' SITE Hlgi ON WALL INVERT ENCLOSU NOTE: REFER TO DRAWING M1.4 FOR PIPING DISTRIBUTION PLAN z Ti 4" PVC INTAKE PVC PIPING FOR BOILERS TYP (2) SEE (j ) ------ IfiRS� BOOR FLAN scams. ua = m 2 EXHAUST LOUVER .A. DUCT UP i ROOF ;ENECK CONNECTION DISCHARGE TEMPERATURE THERMOSTAT WITH ADJUSTMENT ON SIDE OF DUCT EN GENERATOR THERS - PLYMOVENT NOTES: - 1. EXHAUST BLOWER NYB 183, CLASS II BACKWARD CURVE AIRFOIL WHEEL 10 HP 208V/30 MOTOR, 5000 CFM 08.0 S.P. 20" INLET WITH TRANSITION TO 16"0 VERTICAL BACKDRAFT DAMPER 2. THE ELECTRICAL CONTRACTOR SHALL INSTALL THE PLYMOVENT CONTROL PANEL 5'-0" A.F.F. IN APPARATUS BAY & WIRE COMPLETE FROM SERVICE PANEL TO CONTROL PANEL TO EXHAUST BLOWER. 03. PLYMOVENT SHALL FURNISH (10) 24 VOLT PRESSURE SENSORS (P/S) AND AIR CLEANING SPECIALISTS SHALL MOUNT THEM IN THE DUCTWORK & STR RAILS. THE ELECTRICAL CONTRACTOR SHALL WIRE THE 24 VOLT PRESSURE SENSORS TO THE PLYMOVENT CONTROL PANEL. 0 4. THE PLUMBING CONTRACTOR SHALL FURNISH & INSTALL (6) 1/2" BALL VALVES AT THE CEILING AND COMPRESSED AIRLINES TO CONNECT TO THE AIR COMPRESSOR © COPYRIGHT 2005 CARELL GROUP, INC. 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 OF A14 ® TQii3?�AS E.4�� `SU ARCy,T oFtY J, c� Fc� HE HVIAC -' C No. 5022 STO W MA TH f �4 YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS HVAC LOWER LEVEL SHEETMETAL PLAN scale AS NOTED date 06/16/06 drawn by RLB job no 0507.00 sheet 0 0 © COPYRIGHT 2005 CARELL GROUP, INC. NOTE: REFER TO DRAWING M1.5 FOR PIPING DISTRIBUTION PLAN ATTIC FLOOR FLAN SCALE: VS' = I'-0' T 72X60 LOUVER PROVIDE FULLSIZE 24� DEEP PLENUM BEHIND LOUVER. BOX PLENUM AROUND CENTER SPAN OF ROOF JOIST IF REQUIRED. 12X12 O.A. DUCT UP TO GOOSENECK ON ROOF & DN. TO BC -1 1 DN. 85 main street i : �Eiii,, 1 HOOD ®1 ROOF) 5 M-..Mdl-22XlO1 1. I.w�I DN. FON 'll FORAGE ., -� J 2XlO DN. I.0 1 DN. 2X1 1 DN. DN. GFLEXIBLE 1 '"ll, II �` '"�■ii 1 1 -12X1_I DN. HVAC UPPER LEVEL SHEETMETAL PLAN rig date 06/1 6/06_ drawn by RLB ATTIC FLOOR FLAN SCALE: VS' = I'-0' T 72X60 LOUVER PROVIDE FULLSIZE 24� DEEP PLENUM BEHIND LOUVER. BOX PLENUM AROUND CENTER SPAN OF ROOF JOIST IF REQUIRED. 12X12 O.A. DUCT UP TO GOOSENECK ON ROOF & DN. TO BC -1 © COPYRIGHT 2005 CARELL GROUP, INC. 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 487 0999 9cyN ASE . MATTHEWS m HVIAC y �`St�RE� aR�y�`^ RY J. C OJ N1®.31 2 f S 0.5022 $OST A qjO M a YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS HVAC UPPER LEVEL SHEETMETAL PLAN Scale AS NOTED date 06/1 6/06_ drawn by RLB job no 0507.00 sheet .00 0 0 © COPYRIGHT 2005 CARELL GROUP, INC. 'DNI 'dwdo 1i3w SOOZ 1H!DDW d00 Q O oll 4eeys 00•/-090 ou qof 90/9 t/90 ejup (MON SV eloos NV"ld .I HVd w00H -1VOINVH03w + NV -Id 8001=1 ONldid -13n31 83MOI OdnH SllasnH0VSSVW 'HinoyyuvA EO N0I1V1S 3HIJ HinoyiuvA was yo ;w rig �NO1508 N , ZZ05 '0N l� OVIAH SM3HI.LVW j0 eee0 Lev 805 X8 j e0e0 Lets s05 am s 4esnpess8w `uo4ui):doy jeeip uisw gg 19)dU L M 30v801s Ni ti V say 30v801s Ni s -ria of lNviava J— 3AlVA 1,tlM3321HL 13S3a W3LSAS 1NtlI0Vb 3AltlA AVM 33aH1 130 831tlM b31108 �—s 1 wale 010JINVN 1V 01031NVW 1V 1NVI0V8 �I- Z-13 01 N�\../f N0 -,l °NUI •��`� V' lc4 1?� Y c! WOOZY tl:)2 nI i F-Hn 01 do -anis tA J Ae 831V3H VM 01ISMOa M NO t -Nd Ol NMOa aI G10JINVN 1V 13A31 SIHl No NBOMlona mod z'Iw 9NIMV8a 01 038 :ION �-Hn Ol do-9n1S t/t '013 1NM86038 DRIVA TV 803 OLLMHOS 9Nldld Ol 83338 '0'9 A9 N0018HSV1dS '30V89 IV NO018HSVdS Ol 11VM 1n0 aNV 11VM NI do a0 at/l I ('dill.) 838n1OunNVW IINn A9 03ZIS 38 11VHS 9Nldld 1NV83918338 TV& 1VOINVH03N OIl1V 0111VM NI do 9Nldid 1NV83918R 00-01 a 19/1 -13-W:D5 N'V lc� Z�001� 15 1 (D (6U) CIN '9Ma NO a311V13a SV aNn089 3A08V 9Nldid 180ddnS a-Hn of �dn aVSMN ,a/c 1-Hna of dllVM NI 'Na ,4/£ 'Q13Li NI 1fg13H 31tlNI0a000 38fISOl;1N3 --183M1N471VM-N9-- g H91H NOI1tlI0tlN 1Nf10W Z-Hn Ol NVSMH at/C ('dAl) '9Ma 311S 01 8138 '0'9 A9 SaVd CJI I T EFRIGERANT PIPING DOWN IN ALL TO CU'S AT GRADE. ERIGERANT PIPING SHALL BE IZED BY UNIT MANUFACTURER 1 1/4" CD DN. IN WALL EXPOSED PIPING SHALL BE o - ENCLOSED IN PROTECTIVE PVC COVERS -- - ; STAIR 01 FUTURE ` ----------------------- -' 3/4" HWS DN AHU r ,------------- DN.4-A\ c 1 HWS&R CAPPED 3 T�j c' F, , R FUTURE AHU -` � UH PROVIDE ISOLATI 2 BALL VALVES AT AHU1 1/4" CD A - - _ FLOOR _ - - 3 _ 3/4" HWS&R 1" HWS&R c DN. DN. ' tcz F3/4" CD UH 3 NOTE: REFER TO DRAV NG M1.3 FOR DUCTWORK N 1 1/4" CD THIS LEVEL AHU 2 ATTIC 1" HWS&R c STORAGE 20 DN. 3/4" C 201 o i 1" CD AHU \-3—/ ' 1" HWS&R c DN. 3/4" CD 1" CD AHU - 4 � - - - - - - - - 1" HWS&R � c- " II /4" CD DN. 3CD3/4 EXPOSED PIPING SHALL BE UH ENCLOSED IN PROTECTIVE AHU 3 PVC COVERS 5 T 31e HWS&R UH 3/4" HWS&R� 3/4" HWS&R DN. DN. ' i --------------- DN FUTURE PROVIDE ISOLATION ° ' ' ' ' ' ' ` AHU I 1 - -------------------I---- -- BALL VALVES ATL L STAIR '2 ____ __ FLOOR ( � I i 1" HWS&R CAPPED FOR FUTURE AHU EXPOSED PIPING SHALL BE ENCLOSED IN PROTECTIVE PVC COVERS PIPING SHALL BE UNDER WALKWAY PIPING SHALL BE UNDER WALKWAY EXPOSED PIPING SHALL BE ENCLOSED IN PROTECTIVE PVC COVERS ,4TT I C 1=� OOi� 2 "GALE: Ubu = 1'-0° REFER TO DRAWING M1.3 FOR DUCTWORK IN THIS ARE UH 3 STORAGE 202 UH 3 3/4" HWS&R DN. 3/4" HWS&R DN. 4 I kM grou 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 iN 0F M4s�9c tiRE ARr y�T, (MATTHE1nrs H`dIAC No. 5022 PIA 3iLlt�� - _BOSTON. u ., YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS HVAC UPPER LEVEL PIPING FLOOR PLAN scale AS NOTED date 06/16/06 drawn by RLB fob no 0507.00 sheet 0 0 © COPYRIGHT 2005 CARELL GROUP, INC. THERALTIMETER(TYP.) OPERATING TEMP. CONTROL(TYP.) HIGH TEMP. LIMIT CONTROL(TYP.) PRESSURE RELIEF VALVE PIPE TO 6" ABOVE FLOOR (TYP. ) SET AT 30 PSI BURNER (TYP. p �g 1114* TO CUH-1 (STAIR CUH-2 (LOBBY) FT -1 (TOILET) 11/4' TO UH -2 (ATTIC) CUH-1 (STAIR 2) CUH-2 (VEST) " TO AHU 5 3/4" TO UH -3 IN STORAGE 3/4" TO UH -3 IN ATTIC 1114! TO UH -1 AT FRONT OF 2" 3/4" TO UH -3 IN APPARATUS BAY BALANCI MEZZANINE 1 1/2 VALVES 1" TO UH -2 & BC -1 IN EMS SUPPLY 1 1/4" I" cl IPPI Y I 3/4" TO UH -3 IN STORAGE MEZZANINE 1" TO UH -1 AT REAR OF APPARATUS BAY HYDRONIC PIPING SCHEMATIC NO SCALE CONCRETE PAD BY G.C. (TYP.) 1 1/4" TO AHU-1 (A 1-1/4" RADIANT LOOP WITH 1-1/4" BYPASS NOTES 1. HX -1 & 2, SM -1, RM -1 & 2 ARE LOCATED IN THE BOILER ROOM. 2. SM -2 & RM -3 ARE LOCATED IN STORAGE ROOM. 3. RM -4 IS LOCATED IN THE WORK SHOP 131. 1/4" TO AHU-2, 3 & 4 (ATTIC) 3/4" TO UH -3 (BOILER ROOM) PRV SET TO 15 PSI 3/4" CW MAKE-UP FROM VALVED SOURCE. VALVED SOURCE BY P.C. 1. . i." .........- .--- 1-1/4" SUPPLY HEADER VALVES 11-1/4" RETURN l HEADER THREADED CONNECTION WITH CAP (TYP.) BALANCING VALVES NOTE ALL PIPE CONNECTION TO EQUIPMENT SHALL BE MADE WITH UNIONS 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 OF MAS sq ED ARS THOMAS E. ctiG ��`S� R� J. 10 MATTHEWS N!'VIAC 2 -� o No. 5022 MAI �� YARMOUTH FIRE STATION c3 YARMOUTH, MASSACHUSETTS HYDRONIC/RADIANT/ SNOWMELT PIPING PIPING SCHEMATIC scale AS NOTED date 06/16/06 drawn by RLB job no 0507.00 sheet o . V- W4 O © COPYRIGHT 2005 CARELL GROUP, INC. AIR HANDLING UNIT SCHEDULE ITEM NO. MSE TOTAL CFM O.A. CFM HP EXT SP COOLING CC1L HEATING COIL ELECTRICAL RPM CFM REMARKS TOT. MBH SENS. MBH AWT MBH GPM V PH HZ 208 TWE-042 1200 300 1/2 .38 33.6 23.8 170 65 6.5 208 1 60 = AHU-1 MU -2 TWE -042 1200 300 1/2 .38 1 33.6 23.8 170 65 6.5 208 1 60 CU -4 AHU-3 TWE -042 1325 425 1/2 .38 33.6 23.8 170 65 6.5 208 1 60 - AHU-4 TWE -042 1200 300 1/2 .38 33.6 23.8 170 65 6.5 208 1 60 - AHU-5 TWE -018 500 100 1/4 .38 17.1 12 170 28 28 F 208 I 1 60 - BASED ON TRANE CONDENSING UNIT SCHEDULE ITEM NO. MODEL CONDENSER FAN TOTAL MBH ELECTRICAL COMP. RLA FAN FLA REMARKS HP RPM CFM V PH I HZ CU -1 TTO-036 1/4 1075 3000 33.6 208 1 60 16.0 1.3 - CU -2 TTB-036 1/4 1075 3000 33.6 208 1 60 16.0 1.3 - CU -3 TTB-036 1/4 1075 3000 33.6 208. 1 60 16.0 1.3 - CU -4 TTB-036 1/4 1075 3000 33.6 208 1 60 16.0 1.3 - CU -5 TT9-018 1/6 1650 1600 17.1 208 1 60 8.0 .98 - BASED ON TRANE BOILER SCHEDULE ITEM LA0. MODEL SERVICE INPUT MBH OUTPUT MBH V PH HZ REMARKS B-1 EVH-500 BLDG HT 500 440 120 1 60 - B-2 I EVH-500 BLDG HT 500 440 120 1 1 1 60 - BASED ON THERMAL SOLUTIONS FLEXIBLE CONN.(TYP.) RETURN AIR DUCT - VIBRATION ISOLATOR(TYP) 3' DIA. PVC DUCT SUPPORT PER SMACNA INTAKE/COMBUSTION AIR STRUCTURE -1 TERMINATION CAP RETURN TURN/EXHAUST DUCT SUPPORTS SHALL STRUCTURE DUCT AIR AIR DUCT a WRAP 1' AROUND BOTTOM DUCTWORK HANGER NOTE; OF DUCT -------- -- 3' DIA. PVC VOLUME DAMPER - VOLUME DAMPER ALL BRANCH DUCT CONNECTIONS D r'-" VENT/EXHAUST AIR SQUARE TO ROUNDINSULATED WITHIN FITTING SHALL BE HARD DUCTED TO SQUARE SHEET METAL SCREW TYPICAL FLASHING &COUNTER CONCENTRIC VENT KIT DIFFUSER ADAPTER FLEXIBLE DUCT NECKED DIFFUSERS. NO SPIN -ON FLASHING BY G.C. COLLARS OR ROUND FLEXIBLE FURNISHED BY G.C. INSTALLED DUCTWORK WILL BE ALLOWED. PROVIDE SUPPORT FOR 48' MIN BY HVAC CEILING DIFFUSER �- FINISHED CEILING REGISTER OR GRILLE EXTERIOR FINISHED WAU. CEILING DIFFUSER CONNECTION DETAIL WATERTIGHT.�--- FINISHED CEILING GRADE NO SCALE SEALOPENINGRETURN/EXHAUST AIR HANDLING UNIT GRILLE OR REGISTER 6" PVC INTAKE TYPICAL RETURN/EXHAUST WATER HEATER WEATHERPROOF W/ SILICONE CAUUC PITCHED AT �'/Fr. O GRILLE R REGISTER DETAIL L TOWARDS BOILER CONCENTRIC VENT DETAIL -� SUPPLY AIR DUCT 4' PVC ELBOW WITH NO SCALE NO SCALE MESH INSERT ATTIC FLOOR SCREEN OVER INLET _ AIR HANDLING UNIT DETAIL PUMP SCHEDULE ITEM LA0. MODEL TYPE GPM Hp. RPM HP V PH HZ SPEED REMARKS *P-1 A2507 END SUCTION 76 44 1760 2 208 3 60 - HOT WATER PRIMARY PUMP *P-2 A2507 END SUCTION 76 44 1760 2 208 3 60 - HOT WATER STANDBY PUMP P-3 UPS 15-58 FC CART CIRC 6 3 3250 1/25 120 1 60 1 HX -1 WATER PUMP P-4 UPS 15-58 FC CART CIRC 6 3 3250 1/25 120 1 60 1 HX -1 GLYCOL PUMP P-5 UP 15-42 F CART CIRC 2 6 3250 1/25 120 1 60 - SM -1 INJECTION PUMP P-6 UPS 15-58 FC CART CIRC 6 3 3250 1/25 120 1 60 1 HX -2 WATER PUMP P-7 UPS 15-58 FC CART CIRC 6 3 3250 1/25 120 1 60 1 HX -2 GLYCOL PUMP P-8 UP 15-42 F CART CIRC 2 6 3250 1/25 120 1 60 - SM -2 INJECTION PUMP P-9 UPS 15-58 FC CART CIRC 7.3 10 3250 1/25 120 1 60 2 RM -1 INJECTION PUMP P-10 UPS 15-58 FC CART CIRC 3.2 6 3250 1/25 120 1 60 1 RM -2 INJECTION PUMP P-11 UP 26-99 F CART CIRC 7.3 20 3250 1/10 120 1 60 - RM -3 INJECTION PUMP P-12 UPS 15-58 FC CART CIRC 3.5 8 3250 1/25 120 1 60 1 RM -4 INJECTION PUMP BASED ON GRUNDFOS *BASED ON TACO EXHAUST FAN SCHEDULE ITEM N0. MODEL TYPE SERVICE CFM SP' RPM HP V PH HZ REMARKS EF -1 BSQ-300-20 INLINE APPARATUS BAY 7500 .75 592 2 208 3 60 - EF -2 SP -B110 CEILING HC TOILET 75 .25 950 8OW 120 1 60 - EF -3 BSQ-90-4 INLINE TO GEAR 400 .50 1261 1/4 1 120 1 60 - EF -4 GB -101-4 ROOF LOCKERS 825 .50 1328 1/4 120 1 60 - EF -5 CUBE-161XP.5 UPBLAST KITCHEN 700 1.25 1632 1/2 208 3 60 - *EF -6 NYB-18 UTILITY PLYMOVENT 5000 8.0 2790 10 208 3 60 PROPRIETARY PLYMOVENT FAN EF -7 SE1-8-400D SIDEWALL OXYGEN ROOM 150 .25 1550 1/30 120 1 60 - BASED ON GREENHECK *BASED ON NEW YORK BLOWER - BELT DRIVEN SWSI; FLAT RADIAL WHEEL; UTILITY ARRANGEMENT 10; CCW ROTATION; TOP HORIZONTAL DISHARGE UNIT HEATER SCHEDULE ITEM NO. MODEL TYPE SIZE CFM MBH AWT I GPM H.P. V PH I HZ REMARKS CUH-1 F-1000 FLOOR MTD 04 345 25.3 170 3.0 1/10 115 1 60 - CUH-2 RC -1200 RECESSED CEILING MTD 04 345 25.3 170 3.0 1/10 115 1 60 - UH -1 HS -144 CLG HUNG 120 1900 104 170 10.4 1/3 115 1 60 - UH -2 HS -48 CLG HUNG 48 1 750 31 170 3.5 1/20 115 1 60 - UH -3 HS -18 CLG HUNG 18 1 400 11 170 1 1.3 9W 115 1 60 - BASED ON STERLING FINNED TUBE RADIATION SCHEDULE ITEM STYLE E H D BTU/FT AWT GPM TOT. MBH REMARKS NO.FT-1 HP LEMEN PH HZ REMARKS CLG 122' 1.3' JVA - S 4 850 170 .34 3.4 INVERT ENCLOSURE HIGH ON WALL BASED ON STERLING NO SCALE AUTOMATIC NR VENT UNION (TYP.) TROL VALVE TYPICAL FOR AHU'S II BALANCING VALVE (TYP.) (I H.W.RETURN COIL DRAIN -OFF VALVE THIMBLE BOILER INTAKE TERMINATION DETAIL NO SCALE BALL VALVE --- TYPICAL THREE-WAY VALVE HOT WATER COIL PIPING DETAI.Lil NO SCALE HOT WATER SUPPLY --HOT WATER RETURN 1,) PROVIDE AIR VENTS AT HIGH PUNTS OF SYSTEM AS CALLED FOR BALANCING VALVE IN SPECIACATI(Nd. HEATING ELEMENT FINISHED FLOOR I CONTROL VALVE DRAIN -OFF VALVE BALL VALVE AT LOW POINT ACCESS PANEL (TYPICAL) TYPICAL DOWNFED FINNED TUBE RADIATION FLASHING/COUNTER p I p' N I I7 F TA I I FLASHING BY G.C. BLOWER COIL SCHEDULE ITEM MODEL CFM M E.S.P. EWT LWT GPM TOT. MBH HP V PH HZ REMARKS CLG 122' 1.3' C� RR -1 A77D ALUM 12X8 - CD -2 RCTC-30 CLG 8X8 3W - RR -2 A77D ALUM 12X12 - CD -3 RCTC-40 CLG 10X10 4W - RR -3 T-50 771111 BCHC-018 600 150 .25 180 160 2.0 20 1/3 120 1 60 - BASED ON TRANE ! 2 g NO SCALE BUILT UP ESSURE DOUBLE CONSTRUCTED ALLOY w E FLASHING ROOF NOTE: TOP OF BREECHING SHALL BE 3' HIGHER THAN ANY OBSTRUCTION WITHIN A 10' RADIUS BOILER FLUE VENT DETAIL NO SCALE ROOF EXHAUST FAN PROVIDE VENTILATED CURB EXTENSION AND GREASE TROUGH FOR COMPLIANCE WITH NFPA96 STANDARDS PRE -FABRICATED ROOF CURB DUCT UPBLAST ROOF EXHAUST FAN DETAIL NO SCALE FLAT PLATE HEAT EXCHANGER SCHEDULE ITEM NO. EWT LWT GPM PD MIN. MBH EFT LFT GPM PD MIN. MB MODEL WATER SIDE HOT GLYCOL SOLUTION SIDE COLDt4.9' LENGTH DEPTH REMARKS HX-1 FP5X12L-10 180 150 4.9 1 73 109 134 6.3 1 62 MODEL 12.2' 1.3' -i SM SOLUTION IS 40% PG HX -2 FP5X12L-10 180 150 4.9 1 73 109 134 6.3 1 62 CLG 122' 1.3' SM SOLUTION IS 40% PG BASED ON FLATPLATE SUPPLY DIFF./REG. SCHEDULE EXH./RET. REG. SCHEDULE ITEMMODEL NO. TYPE SIZE BLOW REMARKS ITEM MODEL TYPE SIZE REMARKS CD -1 RCTC-20 CLG 8X8 2W - RR -1 A77D ALUM 12X8 - CD -2 RCTC-30 CLG 8X8 3W - RR -2 A77D ALUM 12X12 - CD -3 RCTC-40 CLG 10X10 4W - RR -3 T-50 ALUM 16X16 - CD -4 RCTC-40 CLG 12X12 4W - ER -1 A77D ALUM 8X8 - SR -1 T-50 WALL 16X16 DBL DEF - ER -2 A77D ALUM 1OX10 - SR -2 T-50 CLG_tZX4877' NONE PROVIDE REINFORCING FRAME ER -3 T50 STEEL 48X48 PROVIDE REINFORCING FRAME BASED ON TUTTLE & BAILEY NEW ROOF EXHAUST FAN NEW FLASHING AND C AS REQUIRED BY G.C. NEW BACKDRAFT DAMPER ROOF -,, TER COUNTER MING WATERTIGHT LATER FLASHING BY C CONTRACTOR CURB & FLASHING I.C. KET BY G.C. SHED ROOF q TYPICAL ROOF GOOSENECK DETAIL NO SCALE IN I AKt LU Vt PROVIDE WEEP I FOR PROPER DF EXTERIOR WALL SOLDER WATER TIGHT ALL JOINTS EXHAUST/INTAKE DUCT PITCH DOWN TOWARD LOUVER 12'DEEP PLENUM FULL SIZE OF LOUVER PITCH DOWN TO LOUVER LOUVER INSTALLATION DETAIL NO SCALE ROOF EXHAUST FAN DETAIL NO SCALE ROOF CURB NEW 20 GAUGE 12'X12' EXHAUST DUCT fro 8b main street hopkinton, massachusetts tel. 508 497 0809 fax 508 497 0999 0 �`r9 Rltii TAS E. MATTHEV9ra �° qq c, " I 5022 r •�L 7 BOSTON. 4 YARMOUTH FIRE STATION c3 YARMOUTH. MASSACHUSETTS HVAC SCHEDULES + DETAILS scale AS NOTED date 06/16/06 drawn by RLB job no 0507.00 sheet .110 © COPYRIGHT 2005 CARELL GROUP, INC. 1 � Fa M 25 N 23 M 25 N 23 M 15 0 0 o o ° ° 10 H UP X ` 3 • D D I I I I I i , STAIR >h I I I 15J 15J rl CH. ROOM I I I I I I A DAY ROOM 134 I ( I I I 1 W2.: h Imo Il 13b I I5c� 0 LOBBY D D J J A I I A I A I IA D 100 D D I I I I I I A 15115j 1 1lc ll ® I J IiJ SJ — 15m la 3b 50 id r RADIO Roo n pININCx URN -OUT GEAR 13 2 g I -5 15h 15m 11J A A A A A 133 3q C C R Hoc TOIL T ® ih ihIll 101 13r it D 15k k'" 5M G h1q CO R. KITCHEN R F T i F 1061 119 s9 119 02 02 K 15 la 3b 5c id A B ll 1 B B C A 4Fa A A A 9 � 13M 13n C b CORK. C TRAINING noa 11 135 10 11f i 7 llb ilb n A- 02 02 it B ET WORK SH P ®� g f 5f C ( i 3b 5c l 13 STOR. 13n 13n C Ile F2 11 A A A PA -9 12 co aI�A 15c A FRO MALE 15 LOCKERS K f C 122 A tic D2 D2 L _ 130 13n 1311 B ®c MEDICA ASH Do c 1a 3b 5c ld I=A E® 15 138 A A A A A ll LOCK R6 d Ili C A D EMs OFFICEF-1127 I C 15c I FMS CENTRAL 13m ®13k B LAUND. L A-15 Sd 121 KM C /ic; IALEF4 la 3b 5c id 1131 IL. A A A A A Ila tl C A-11 J ELEC. Se 15 G 15b ii j a 2 124 D hr Dl J ° P2 APPARATUS 13h BUNK 13hj g g CORR. g F1 2-11 A FI-14-1rrn C i d 3b 5c l ? i ll a Ila a I 11 ilb / A A A A a e a 123 p 815K 01 9 D ®c ------ ------ -I rI ------ 13f @ 13fIla 13C OFFICE 02 11 9e f� a MCI's 3b I I 5c 1 128 _ _ _ _ A I I A I I A I IA E r-- -, X i BUNK BUNK 118 I PA -1 P► -3 PA -1 I h gh H T. F 118 de D) F120 STORAGE I I 1 ' 6T IR #2 lld 116 p I 1-2 6 I a 0 g 13a b I I I 1 U r it Il 13d app I ► ( I i I � H l H X 1 i 3b23 i 0 0 ° O 0 0 O PO2 023 PA -13 M 25 N 23 M 25 N 23 M 25 SEE NOTE 02 (TYPICAL) SEE NOTE #2 SEE NOTE •3 (TYPICAL) (TYPICAL) FiR5T FLOOR LIC HTINC� f'L,4N LOU VOLTAGE LIGHTING CONTROLSCALE: 118 = 1-0 NOTES 1. THE E.C. SHALL WiRE LIGHTING FIXTURES FOR AUTOMATIC SHUT-OFF PER ENERGY CODE IN ROOMS WHERE CEILIWx MOUNTED OCCUPANCY SENSORS (OR WALL) ARE INDICATED. 2. EC. SHALL WIRE ALL EXTERIOR TYPE "N" 4 THE TYPE "Q" LIGHTING FIXTURES TO PANEL "PA", CIRCUIT 0 23 VIA TIME CLOCK "TC -1" (INTERMATiC Cat. No. ETT0215C, MMOU+tTED ADJACENT TO THE PANELBOARD) 3. FLOOD LIGHT FIXTURES (TYPE "M") a OVERHEAD GARAGE DOORS SHALL HAVE INDIVIDUAL CONTROL SWITCHES (THREE-WAY) LOCATED NEXT TO ASSOCIATED CONTROLLER INSIDE GARAGE AREA 4 A SECOND THREE-WAY PA 13 SWITCH LOCATED IN RADIO ROOM (EXACT LOCATION TO COORDINATED IN FIELD) LOW VOLTAGE LIGHTING NOTE EC. SHALT. CONNECT LOW VOLTAGE LIGHTING CONTROL PANEL TO RELAY CONTACTS AT XETRON PANEL (EXACT LOCATION TO BE FIELD VERIFIED) FOR AUTOMATIC ACTUATION OF ALL LIGHTING CONTROLLED BY THE LOW VOLTAGE SYSTEM XETRON PANEL'$HALL BE FURNISHED 4 INSTALLED BY OWNER'S AGENT. bCNEDI��E PANEL CKT #SWITCH LOCATION QTY.. PA 1 a APPARATUS BAY 3 PA 3 b APPARATUS BAY 3 PA 5 c APPARATUS BAY 3 PA l d APPARATUS MAY 3 PA 9 TURN -OUT GEAR 1 PA 13 b BUNK ROOM i PA 13 a BUNK ROOM 1 BUNK ROOM 1 PA 13 j BUNK ROOM 1 PA it a CORRIDOR 3 PA b CORRIDOR 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 r RICHARD C, v, 1((,"� LET ENDRENo.2816fo. 5022 OSTO[tr ;! C.A. CROWLEY ENGINE NG, INC. 32 MAIN STREET * LAKEVILLE, MASMS02347 FAX (508) 947-8579 PHONE (508) 947-6888 E-MAIL: CACMAIL@ crowieyeng.com W1NW.CROWLEYENG.COM LETENQRE CONSULTANTS ELECTRICAL ENGINEERING 79 NORTH MAIN STREET -MANSFIELD, MASS 02048 PHONE (508) 339-4444 FAX (508) 339-4442 W W W.LETENDREENGINEERING.COM YARMOUTH FIRE STATION * 3 YARMOUTH, MASSACHUSETTS ELECTRICAL - FIRST FLOOR LIGHTING PLAN scale date JUNE 16, 20M drawn by MRB job no OW100 sheet ll 3 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 r RICHARD C, v, 1((,"� LET ENDRENo.2816fo. 5022 OSTO[tr ;! C.A. CROWLEY ENGINE NG, INC. 32 MAIN STREET * LAKEVILLE, MASMS02347 FAX (508) 947-8579 PHONE (508) 947-6888 E-MAIL: CACMAIL@ crowieyeng.com W1NW.CROWLEYENG.COM LETENQRE CONSULTANTS ELECTRICAL ENGINEERING 79 NORTH MAIN STREET -MANSFIELD, MASS 02048 PHONE (508) 339-4444 FAX (508) 339-4442 W W W.LETENDREENGINEERING.COM YARMOUTH FIRE STATION * 3 YARMOUTH, MASSACHUSETTS ELECTRICAL - FIRST FLOOR LIGHTING PLAN scale date JUNE 16, 20M drawn by MRB job no OW100 sheet �i EXTERIOR EMERGENCY PHONE - SINGLE GANG WEATHERPROOF OUTLET MOUNTED A 42" AFF. w/ 3/411c 4 PULL CORD TO TELE ROOM EXTERIOR DOOR BUZZER - SINGLE GANG c. WEATHERPROOF OUTLET MOUNTED ■ 42" AFF. w/ 3/4"c 4 PULL CORD INTO CEILING SPACE r------------------ I OUTLETS RECEPTACLES 3 1 2" 'GROUND SUS 1 LOCATED BELOW COUNTER IN I (SEE NOTE "10) 1 RADIO ROOM (EXACT LOCATIONS r — — — — — — — — — — — 1 TO BE COORDINATED w/ LOW 3 1 RECEPTACLE FOR TV - — I VOLTAGE SYSTEMS INSTALLER I MOUNT 12" BELOW CEILING ---------------- J PB -35 - MOTO > PROJECTION - SCREEN (SEE NOTE 03) POWER FOR PROJECTOR - ABOVE CEILING FLOOR OUTLETS (SEE NOTE 45) WP 2 RECEPTACLE FOR TV - - MOUNT 12" BELOW CEILING (TYPICAL) �P 38 ' C.C. SHALL WIRE EME Y TO 1 38 I 1 GAS SHUT-OFF RELAY I MICROWA I I (ABOVE CEILING) INTO Cl IT I L(SEE NO "3) "PA -28" SERVING KITCH __j ---I---------- wp UP r 1 24 I 24 0 IN 4 STAIR( 39 22 24 I ( I I DAY ROOM 1 104 MEC14. ROOM �Lv39 1 1 I34 LOBBY 22 I 1 24 100 D® I I i 1 24 19 I --•- PB -39 � � �� - - 15 0 20 3l DINING KITCNEI�y w40 0 CORROW 1. 22 C0� PA -30,326 a ISA CI��zI IO3 DISHWASHER -- --- F A-20 SEE NOTE n) PA -31 FIR5T AID PA- 24 rQ� r---- ,2 FI36 T 0 1 DIESEL BLOCK HEATER CONNECTION - SEE NOTE #1 (TYP) WEATHERPROOF 2 -GANG OUTLET w/ COVER FOR EXTERIOR FLOOR DRAIN" TANK ' ALARM :. PAGING SYSTEM SPEAKER (MOUNTING HEIGHT TO MATCH PANEL, BY OTWERS (SEE CAMERAS) w/ 3/0c (4 PULL CORD) TO TELE. ROOM VIA NOTE41 ) w' SINGLE -GANG OUTLET BOX * 42" AFF. ON INTERIOR WALL °.:.... ° ON/OFF SWITCH 144 rl 14 wp 143 14 wp I 142 I I I I I I i 14 wp 32 wp 14wP I I I I I I PB -32 4 PIB-8 i F'IB-10 i P�-12 TFS-14--16 ----------- PB -15 � � ?2M0+M0I0G-1/2"c 2I04M1O.G-1/2"c 2X10;w10Cs-1/2..c n,. .r,.if,01, .n. 130/1 PB -2 PM wp PB -24 E< 15 0 REDUNDANT PUSH-BUTTON STATIONS FOR OVERHEAD DOORS 135 4 136 1 (SEE NOTE 011) Mori I FM -22 �w -ICE MACHINE I (NEMA 6 -15R) PB -34 ALL RECEPTACLE OUTLETS IN APPARATUS ROOM SHALL BE MOUNTED 44" AFF. TO 4, URO. SEE NOTE 08 (TYPICAL) APPARATUS 127 FI -3-3-1 .- (P cam *TiCI'7A rlr , �Ir rAn �!111rE! w1�! �VVVVv M-25 f=11 �� 111 NEMA 6-20R — 201n2 P5-21 i RI 3-21 wp 16 wp,l 1. -- —SYSTEM - - - - - ,i��j�■ -N(tea- -28 �/ i 13 -(TY - - - 1 13ONS- 1– - W' UP �© 6 4 135 W° 3 136 wp 131 4 (TYPICAL) L 2"x1/4"x2' GROUND BUS 2 lw_ 2 FIRST FLOOR POWER FLAN (SEE NOTE x'10) 2 -GANG WEATHERPROOF OUTLET BOX 4 COVER w/ 1" c _ — — FOR TV ° ::.. ` .: ` .. ...:. a.. ° ... , ° NOTES 1. E.C. SHALL FURNISH 4 INSTALL TYPE SO 12/3 SPIRAL CABLE BETWEEN RECEPTACLE - 11. E.C. SHALL FURNISH 4 INSTALL ADDITIONAL CONTROL WIRING TO TWO 16 INTO CEILING SPACE (TYPICAL (2) REDUNDANT PUSH-BUTTON CONTROL STATIONS A ENTRANCES TO MOUNT 12 BELOW CEILING INDICATOR LIGHT'- 50/3 I FOR EXTERIOR CAMERAS) MOP -26 — — — - (TYPICAL) . vEE. NOTE .% (TYPa EMS CENTRAL r WELDER - EXACTS CARBON MONOXIDE DETECTOR IN -SINGLE STATION SMOKE DETECTORS AND IT ( FIELD VERIFIED I BASED UPON A/4 HF. MOTOR CONFIRM AND ADVISE ENGINEER OF CORRIDOR SHALL BE WIRED INTO CARBON MONOXIDE DETECTORS IN BUNK EQUIPMENT BACKBOARD FURNISH 4 INSTALL 3/4" PLYWOOD BACKBOARD AND FRAMING FOR MDP -32-----J NIGHTLIGHT CIRCUIT ROOMS SHALL BE WIRED INTO UNSWITCHED Y� S INDUSTRIAL CORD REEL MOUNTED TO STRUCTURE ABOVE - HUBBELL FIRE RETARDANT PAINT TO BACKBOARD. CABINETRY TO BE COORDINATED IN THE FIELD. Cat. No. 45LD01232W w/ H5L53CM69C CONNECTOR (TYPICAL FOR 4 LOCATIONS) 13. E.C. SHALL WIRE ALL EXTERIOR GFI RECEPTACLES (2010+010G-I/2"c 4. E.C. SHALL FURNISH 4 INSTALL COMPLETE CONTROL WIRING FOR MINIMUM) TO PANEL "PC", CIRCUITS 2 OR 4 AS INDICATED ON PLAN. MOTORIZED PROJECTION SCREEN TO RAISE / LOWER WALL SWITCH TO 5. RECEPTACLE OUTLETS SHALL BE LOCATED WITHIN LOCKERS OF 14. E.C. SHALL FURNISH 4 INSTALL RED MUSHROOM SWITCH WIRED TO GAS BE FIELD LOCATED. FEMALE 4 MALE LOCKER ROOMS. SHUT-OFF RELAY PANEL IN KITCHEN. (11.14.48" AFF-) 5. MULTI SERVICE FLOOR BOX AS MANUFACTURED BY WALKER V80CM2-I 10. EL. SHALL FURNISH 4 INSTALL %G -34"c TO SERVICE GROUND FROM 15. E.C. SHALL FURNISH 4 INSTALL 1"c (w/ PULL CORD) FROM FLOOR DRAIN / 821PC-5LK COVER PLATE FLANGE w/ ONE 828PR-BLK 4 ONE 2"x1/4"x2' GsROUND BUS IN RADIO ROOM 102 4 TELE. ROOM 125 (EXACT TANK ALARM PANEL IN APPARATUS TO HIGH WATER ALARM IN 82WS-BLK COVERPLATE - PROVIDE 20 AMP DUPLEX RECEPTACLE LOCATION OF BUS TO BE COORDINATED w/ LOW VOLTAGE SYSTEMS FOR HIGH TENSION SECTION AND PROVIDE 1"c w/ PULL STRING FROM ■ MOLDING TANW, LOW TENSION SECTION OF FLOOR BOX TO ACCESSIBLE CEILING SPACE. (EXACT LOCATION SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION) - TYPICAL FOR TWO (2) LOCATIONS IN MEETING ROOM -lir=---J .� _!� �, 22 MEDICAL WA6H DOWN FI - 130/1 PB -2 PM wp PB -24 E< 15 0 REDUNDANT PUSH-BUTTON STATIONS FOR OVERHEAD DOORS 135 4 136 1 (SEE NOTE 011) Mori I FM -22 �w -ICE MACHINE I (NEMA 6 -15R) PB -34 ALL RECEPTACLE OUTLETS IN APPARATUS ROOM SHALL BE MOUNTED 44" AFF. TO 4, URO. SEE NOTE 08 (TYPICAL) APPARATUS 127 FI -3-3-1 .- (P cam *TiCI'7A rlr , �Ir rAn �!111rE! w1�! �VVVVv M-25 f=11 �� 111 NEMA 6-20R — 201n2 P5-21 i RI 3-21 wp 16 wp,l 1. -- —SYSTEM - - - - - ,i��j�■ -N(tea- -28 �/ i 13 -(TY - - - 1 13ONS- 1– - w =• _••.r NOTE 0 12 LOW VOLTAGE LI, CONTROL PANEL ENLARGED ELECTRIC ROOM SCALE: 1/4" ■ 1'-0" RECEPTACLE OUTLETS SHALL BE LOCATED ABOVE LOCKERS IN TURN -OUT GEAR EL W' UP �© 6 4 135 W° 3 136 wp 131 4 (TYPICAL) L 2"x1/4"x2' GROUND BUS 2 lw_ 2 FIRST FLOOR POWER FLAN (SEE NOTE x'10) 2 -GANG WEATHERPROOF OUTLET BOX 4 COVER w/ 1" c _ — — FOR TV ° ::.. ` .: ` .. ...:. a.. ° ... , ° NOTES 1. E.C. SHALL FURNISH 4 INSTALL TYPE SO 12/3 SPIRAL CABLE BETWEEN RECEPTACLE - 11. E.C. SHALL FURNISH 4 INSTALL ADDITIONAL CONTROL WIRING TO TWO 16 INTO CEILING SPACE (TYPICAL (2) REDUNDANT PUSH-BUTTON CONTROL STATIONS A ENTRANCES TO MOUNT 12 BELOW CEILING INDICATOR LIGHT'- 50/3 I FOR EXTERIOR CAMERAS) MOP -26 — — — - (TYPICAL) . vEE. NOTE .% (TYPa EMS CENTRAL r WELDER - EXACTS CARBON MONOXIDE DETECTOR IN -SINGLE STATION SMOKE DETECTORS AND IT ( FIELD VERIFIED I BASED UPON A/4 HF. MOTOR CONFIRM AND ADVISE ENGINEER OF CORRIDOR SHALL BE WIRED INTO CARBON MONOXIDE DETECTORS IN BUNK EQUIPMENT BACKBOARD FURNISH 4 INSTALL 3/4" PLYWOOD BACKBOARD AND FRAMING FOR MDP -32-----J NIGHTLIGHT CIRCUIT ROOMS SHALL BE WIRED INTO UNSWITCHED (SEE NOTE M 12) S INDUSTRIAL CORD REEL MOUNTED TO STRUCTURE ABOVE - HUBBELL w =• _••.r NOTE 0 12 LOW VOLTAGE LI, CONTROL PANEL ENLARGED ELECTRIC ROOM SCALE: 1/4" ■ 1'-0" RECEPTACLE OUTLETS SHALL BE LOCATED ABOVE LOCKERS IN TURN -OUT GEAR EL EQUIPMENT BACKBOARD 130 (SEE NOTE • 12) (TYPICAL) L 2"x1/4"x2' GROUND BUS wP FIRST FLOOR POWER FLAN (SEE NOTE x'10) (IR COMPRESSOR w/ CONTROLLER _ — — — — — — -1 (BY OTHERS) - EXACT LOCATION I I TO BE FIELD VERIFIED I NOTES 1. E.C. SHALL FURNISH 4 INSTALL TYPE SO 12/3 SPIRAL CABLE BETWEEN 6. WALL OUTLET w/ APPLETON Cat. No. WFM1050G LIGHT FIXTURE w/ 11. E.C. SHALL FURNISH 4 INSTALL ADDITIONAL CONTROL WIRING TO TWO 16 GREEN GLOBE Cat. No. VPGL-IGR AND 100 WATT, AIS LAMP. (TYPICAL (2) REDUNDANT PUSH-BUTTON CONTROL STATIONS A ENTRANCES TO I (HCAR) I FOR SIX (6) INDICATOR LIGHTS) WIRE LIGHT FIXTURE VIA LIMIT SWITCH 50/3 I END TO RELIEVE STRESS ON CABLE CONNECTION. CORD SHALL HAVE MOP -26 — — — - DOORS 135 4 136) SHORT BREAK AWAY SECTION w/ PLUG FOR CONNECTION TO TRUCKS. (EXACT LOCATIONS TO BE FIELD COORDINATED) EMS CENTRAL r WELDER - EXACTS SUPPLY '' '-- - -I 60/2 LOCATION TO BE IT ( FIELD VERIFIED I BASED UPON A/4 HF. MOTOR CONFIRM AND ADVISE ENGINEER OF 2%+01OG-3/4 "c DISHWASHERS IN ADJACENT SINK CABINET. (TYPICAL) I 60/2 FURNISH 4 INSTALL 3/4" PLYWOOD BACKBOARD AND FRAMING FOR MDP -32-----J POWER FOR OXYGEN GENERATOR 108 - EXACT LOCATION TO BE COORDINATED w/ INSTALLER LEG OF LIGHTING CIRCUIT SERVING ROOM (TYPICAL) L 2"x1/4"x2' GROUND BUS FIRST FLOOR POWER FLAN (SEE NOTE x'10) � SCALE: I/8" = 1'-0" NOTES 1. E.C. SHALL FURNISH 4 INSTALL TYPE SO 12/3 SPIRAL CABLE BETWEEN 6. WALL OUTLET w/ APPLETON Cat. No. WFM1050G LIGHT FIXTURE w/ 11. E.C. SHALL FURNISH 4 INSTALL ADDITIONAL CONTROL WIRING TO TWO CEILING BOX AND NEMA 5-20R RECEPTACLE FOR CONNECTION TO GREEN GLOBE Cat. No. VPGL-IGR AND 100 WATT, AIS LAMP. (TYPICAL (2) REDUNDANT PUSH-BUTTON CONTROL STATIONS A ENTRANCES TO DIESEL BLOCK HEATERS. INSTALL KELLEM GRIPS AT CEILING BOX FOR SIX (6) INDICATOR LIGHTS) WIRE LIGHT FIXTURE VIA LIMIT SWITCH APPARATUS ROOM AS INDICATED ON PLAN. (TYPICAL FOR OVERHEAD END TO RELIEVE STRESS ON CABLE CONNECTION. CORD SHALL HAVE BY DOOR MANUFACTURER (TO ILLUMINATE GREEN LIGHT WHEN DOOR IS DOORS 135 4 136) SHORT BREAK AWAY SECTION w/ PLUG FOR CONNECTION TO TRUCKS. (EXACT LOCATIONS TO BE FIELD COORDINATED) FULLY OPEN) 12. GSC. SHALL FURNISH 4 INSTALL 3/4" PLYWOOD BACKBOARD AND 'i. BREAKER RATING FOR O.H. DOOR OPERATORS IN APPARATUS ARE FRAMING; FOR MOUNTING OF EQUIPMENT ON WALLS INDICATED IN THE 2. FURNISH a INSTALL SWITCH FOR DISCONNECTION OF POWER TO BASED UPON A/4 HF. MOTOR CONFIRM AND ADVISE ENGINEER OF ELECTRIC ROOM 4 LIFE SAFETY ELECTRIC ROOM. G.C. SHALL ALSO DISHWASHERS IN ADJACENT SINK CABINET. (TYPICAL) CHANGE PRIOR 70 ORDERING: BREAKER (TYPICAL FOR (6) SIX) FURNISH 4 INSTALL 3/4" PLYWOOD BACKBOARD AND FRAMING FOR MOUNTING OF EQUIPMENT IN TELE. ROOM. APPLY TWO (2) COATS OF 3. OUTLET FOR MICROWAVE - EXACT MOUNTING HEIGHT AND LOCATION IN S INDUSTRIAL CORD REEL MOUNTED TO STRUCTURE ABOVE - HUBBELL FIRE RETARDANT PAINT TO BACKBOARD. CABINETRY TO BE COORDINATED IN THE FIELD. Cat. No. 45LD01232W w/ H5L53CM69C CONNECTOR (TYPICAL FOR 4 LOCATIONS) 13. E.C. SHALL WIRE ALL EXTERIOR GFI RECEPTACLES (2010+010G-I/2"c 4. E.C. SHALL FURNISH 4 INSTALL COMPLETE CONTROL WIRING FOR MINIMUM) TO PANEL "PC", CIRCUITS 2 OR 4 AS INDICATED ON PLAN. MOTORIZED PROJECTION SCREEN TO RAISE / LOWER WALL SWITCH TO 5. RECEPTACLE OUTLETS SHALL BE LOCATED WITHIN LOCKERS OF 14. E.C. SHALL FURNISH 4 INSTALL RED MUSHROOM SWITCH WIRED TO GAS BE FIELD LOCATED. FEMALE 4 MALE LOCKER ROOMS. SHUT-OFF RELAY PANEL IN KITCHEN. (11.14.48" AFF-) 5. MULTI SERVICE FLOOR BOX AS MANUFACTURED BY WALKER V80CM2-I 10. EL. SHALL FURNISH 4 INSTALL %G -34"c TO SERVICE GROUND FROM 15. E.C. SHALL FURNISH 4 INSTALL 1"c (w/ PULL CORD) FROM FLOOR DRAIN / 821PC-5LK COVER PLATE FLANGE w/ ONE 828PR-BLK 4 ONE 2"x1/4"x2' GsROUND BUS IN RADIO ROOM 102 4 TELE. ROOM 125 (EXACT TANK ALARM PANEL IN APPARATUS TO HIGH WATER ALARM IN 82WS-BLK COVERPLATE - PROVIDE 20 AMP DUPLEX RECEPTACLE LOCATION OF BUS TO BE COORDINATED w/ LOW VOLTAGE SYSTEMS FOR HIGH TENSION SECTION AND PROVIDE 1"c w/ PULL STRING FROM INSTALLER) MOLDING TANW, LOW TENSION SECTION OF FLOOR BOX TO ACCESSIBLE CEILING SPACE. (EXACT LOCATION SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION) - TYPICAL FOR TWO (2) LOCATIONS IN MEETING ROOM 4 lhe c ar(al I 9 u 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 RICHARD LETENDRE 4 E5 No. 28162 a, , NO. 5022 Cr ' OSTO MA _ (T n C.A. CROW EY ENGINE G, INC. 32 MAIN STREETLAKEVILLE, MASS 02347 FAX (508) 947-8579 PHONE (508) 947-6888 E-MAIL: CACMAIL@cmwleyeng.com WWW.CROWLEYENG.COM LETENDRE CONSULTANTS ELECTRICAL ENGINEERING 79 NORTH MAIN STREET - MANSFIELD, MASS 02048 PHONE (508) 339-4444 FAX (508) 339-4442 W W W.LETENDREENGINEERING.COM YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS ELECTRICAL — FIRST FLOOR POWER PLAN scale date JUNE 16, 2006 drawn by MRB job no 0501.00 sheet 0 0-- ,ATTIC FLOOi<' FLAN SCALE: I/8" = 1'-0" OUTLET (PASS 4 SEYMOUR Cat. No. 288 w/ 100 WATT AIS LAMPS) - TYPICAL FOR TEN (1) LOCATIONS NOTEg I. THE EC. SHALL WIRE LIGHTING FIXTURES FOR AUTOMATIC SHUT-OFF PER ENERGY CODE IN ROOMS U-IERE CEILING MOUNTED OCCUPANCY SENSORS (OR WALL) ARE INDICATED. Q the, cars,4 -9 u p 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 "4A[q,fi RICHARD -"' LETENDRE v o.28162 No. 5022 "' f , C.A. Cli6VkEY ENGINE G, INC. 32 MAIN STREET * LAKEVILLE, MASS 02347 FAX (508) 947-8579 PHONE (508) 947-8888 E-MAIL: CACMAIL@r-rowleyeng.00m W W W.CROWLEYENG.COM LETENDRE CONSULTANTS ELECTRICAL ENGINEERING 79 NORTH MAIN STREET - MANSFIELD, MASS 02048 PHONE (508) 3394444 FAX (508) 3394442 W W W.LETENDREENGINEERING.COM YARMOUTH FIRE STATION *3 YARMOUTH, MASSACHUSETTS ELECTRICAL — ATTIC LIGHTING FLOOR PLAN scale date JUNE 16, 2006 drawn by MR5 job no�� sheet 0 0 0 P S 1 41 up 41 I I r AIR #I I - i \ �..- PLYMOVENT CONTROL PM-29 PANEL APPARATUS LEVEL I ATTIC 2.000 I PM -33 20x1 2M2+012G-1ie"c I I PM -3l 15l1 y 2M2+0I2G-1ie"C I PC -6,8 I UH -2J PM 14 DN ® i I STAIR � I P5-41 0,4TTIC FLOOR FL,4N SCALE:0" I\ 1 JT \ / \ I �-- PUi*E SYSTEM CONTROL PANEL APPARATUS LEVEL FLUSH RECEPTACLE IN SAVE FOR CHRISTMAS LIGHTS - SEE NOTE 0 1 (TYPICAL) NOTES : I. E.C. SHALL WIRE FLUSH EXTERIOR GFI RECEPTACLES IN EAVES TO PANEL "P5", CIRCUIT 41 (2M0+M0G MINIMUM) 12- 3%+M0G-1"c (VIA CONTROL PANEL) EF -6 10� 60/3 BF --1 (27,,4DJ 30/3 3012+012G-1i21'c (VIA CONTROL PANEL) 5TCRA 2m2 PC -12 L� PM -1415%1 - 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 'tli 0 ��gED FR�y� RICHARD C.CD CD LETENDRE '� F No. 28162 �,+ r, "No. 5022 `r -;e- HOSTOT W `4 MA IPA {TH0 M1 C.A. CROWLEY ENGIN R G, INC. 32 MAIN STREET " LAKEVILLE, MA 02347 FAX (508) 947-8579 PHONE (508) 947-6888 E-MAIL: CACMAIL@crowleyeng.com WWW.CROWLEYENG.COM . LETENDRE CONSULTANTS ELECTRICAL ENGINEERING 79 NORTH MAIN STREET - MANSFIELD, MASS 02048 PHONE (508) 339-4444 FAX (508) 339-4442 W W W.LETENDREENGINEERING.COM YARMOUTH FIRE STATION *3 YARMOUTH, MASSACHUSETTS ELECTRICAL — ATTIC POWER FLOOR PLAN scale I/8"=i'-0" date JUNE 16, 2006 drawn by MR5 job no 0501.00 sheet 0 I PM -1 PM -5 30/1 30/2 (HOAR) (HCAR) 3'>q2+*12G- Ire "c 3012 30/1 NEMA 3R QL- �J uP 6TAIR Ill Sd1 2 rsi LOBBY CUH-2 IOO LWI 2 -2 5 i D 10 ROOM 13r � i 102 CORF WIRE EXHAUST FAN INTO /C TOIL103 SWITCHED LIGHTING CIRCUIT SERVING TOILET ROOM TRAINING 107 EMS OFFICE 112 U BUNK 115 PM -S PM -13 PM -11 30/1 302 15/1 36 (HOAR) (HCAR) (HOAR) 2Gx-1/2"c 30/2 30/2 30/1 A 3R — CU -3 CU -4 � FEMALE LOCKERS 111 1 r � LAUND. /J u1i C 113 � 12 G APPARATUS LEVEL Z j MEDICAL 4124012G -1/2111r, WASHDO 138 15/3 MDP -2 o EXTF:. I' ® I MAL TOIL. SHR. ELEC. (�i'S1 �I 121 124 CORP. 1-11-1 CORR. I 123 n OFFICE 19 VE 9AGE�$ 22 CUH-i 6 BUNK'I;� 120 F17= STAIR #2 (eeM uP r`UN-2 PM-2tl FIRST FLOOR PVAC CONNECTIONS FLAN SCALE: 1/8" = 1'-0" ME F------I I I I PM -4 UH -1 1wp 14 I 01 0 OVENT NOTES eis APPARATUS 121 Os I I N TURN -OUT GEAR 13 wp 1p PM -8154--® I I. THE ELECTRICAL CONTRACTOR SHALL MOUNT THE PLYMOVENT CONTROL PANEL 5'-0" AFF. IN APPARATUS BAY 4 WIRE COMPLETE FROM SERVICE PANEL TO CONTROL PANEL TO EXHAUST BLOWER. fi'/SS 2. PLYMOVENT SHALL FURNISH (10) 24 VOLT PRESSURE SENSORS (P/S) AND AIR CLEANINGS SPECIALISTS SHALL MOUNT THEM IN THE DUCTWORK 4 STR RAILS. THE ELECTRICAL'CONTRACTOR SHALL WIRE THE 24 VOLT PRESSURE SENSORS TO THE PLYMOVENT CONTROL PANEL. WORK SNOP 1 STOR. 13 I 132 ELEC. 130 422 3 CENTRAL SUPPLY 129 7 1 02 126 WF5.,fZ HAND/OFF/AUTO SWITCH FOR 02 ROOM AIR SYSTEM ) -\ I 'T ( MAN DHW CIRCULATOR SHALL _. 5E WIRED VIA AQUASTAT (FURNISHED BY HVAC) T l MAN y. PM -24 3#12+"I 1/2"C -� I � 15/3 5 W — MDP -14 MOP -20 I L MECH. ROOM 134 PM -b I 5 J�$ I I tUH-3 PM -26 k PM -20 2 ENLAi�U 1"tEC+-I. i�i'�I. 134 care[ Ulu Pr n 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 N OF?,ED AR��� �+ � �Tc I RICHARD C. c�i�� �� S pRY J. LETENDRE r; 1 No. 28162 {'�'3127 0 No. 5022 STC4. cu MA C.A. CRO LEY ENGIN G, INC. 32 MAIN STREET * LAKEVILLE. MASS 02347 FAX (508) 947-8579 PHONE (508) 947-6888 E-MAIL: CACMAIL@crowleyeng.com WWW.CROWLEYENG.COM LETENDRE CONSULTANTS ELECTRICAL ENGINEERING 79 NORTH MAIN STREET - MANSFIELD, MASS 02048 PHONE (508) 339-4444 FAX (508) 339-4442 W W W.LETENDREENG INEERING.COM YARMOUTH FIRE STATION *3 YARMOUTH, MASSACHUSETTS ELECTRICAL — 1 ST FLOOR HVAC CONNECTIONS PLAN scale I/8"=1'-0" date JUNE 16, 2006 drawn by MR5 job no�� sheet o 0 01 1 0 0 0 0 i I I I I 1P C 4 I I I I I MEC+, ROOM DAY ROOM 104 134 SEE ENLARGED I I I I I I I I I I I PLAN - THIS OIG. I I I L--- L -------J ��1L------ ,,..-- PLYMOVENT CONTROL PANEL (SEE NOTE 1) PLYMOVENT PRESSURE 0:0:51 SENSOR (SEE NOTE 2) - KITCHEN � t 496+�10G-I"C TYPICAL I0� (jam LLi I �----------- 60/3 MOP -8 I' KITCHEN L4 FIRST Alp 136 ------ -------- L—J 00 GORR. CORK 108 135 TOILET 13l o MALE 110 MALE LOCKERS �® cTj dd �.---- PURrsE SYSTEM S CONTROL PANEL FEMALE LOCKERS 111 1 r � LAUND. /J u1i C 113 � 12 G APPARATUS LEVEL Z j MEDICAL 4124012G -1/2111r, WASHDO 138 15/3 MDP -2 o EXTF:. I' ® I MAL TOIL. SHR. ELEC. (�i'S1 �I 121 124 CORP. 1-11-1 CORR. I 123 n OFFICE 19 VE 9AGE�$ 22 CUH-i 6 BUNK'I;� 120 F17= STAIR #2 (eeM uP r`UN-2 PM-2tl FIRST FLOOR PVAC CONNECTIONS FLAN SCALE: 1/8" = 1'-0" ME F------I I I I PM -4 UH -1 1wp 14 I 01 0 OVENT NOTES eis APPARATUS 121 Os I I N TURN -OUT GEAR 13 wp 1p PM -8154--® I I. THE ELECTRICAL CONTRACTOR SHALL MOUNT THE PLYMOVENT CONTROL PANEL 5'-0" AFF. IN APPARATUS BAY 4 WIRE COMPLETE FROM SERVICE PANEL TO CONTROL PANEL TO EXHAUST BLOWER. fi'/SS 2. PLYMOVENT SHALL FURNISH (10) 24 VOLT PRESSURE SENSORS (P/S) AND AIR CLEANINGS SPECIALISTS SHALL MOUNT THEM IN THE DUCTWORK 4 STR RAILS. THE ELECTRICAL'CONTRACTOR SHALL WIRE THE 24 VOLT PRESSURE SENSORS TO THE PLYMOVENT CONTROL PANEL. WORK SNOP 1 STOR. 13 I 132 ELEC. 130 422 3 CENTRAL SUPPLY 129 7 1 02 126 WF5.,fZ HAND/OFF/AUTO SWITCH FOR 02 ROOM AIR SYSTEM ) -\ I 'T ( MAN DHW CIRCULATOR SHALL _. 5E WIRED VIA AQUASTAT (FURNISHED BY HVAC) T l MAN y. PM -24 3#12+"I 1/2"C -� I � 15/3 5 W — MDP -14 MOP -20 I L MECH. ROOM 134 PM -b I 5 J�$ I I tUH-3 PM -26 k PM -20 2 ENLAi�U 1"tEC+-I. i�i'�I. 134 care[ Ulu Pr n 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 N OF?,ED AR��� �+ � �Tc I RICHARD C. c�i�� �� S pRY J. LETENDRE r; 1 No. 28162 {'�'3127 0 No. 5022 STC4. cu MA C.A. CRO LEY ENGIN G, INC. 32 MAIN STREET * LAKEVILLE. MASS 02347 FAX (508) 947-8579 PHONE (508) 947-6888 E-MAIL: CACMAIL@crowleyeng.com WWW.CROWLEYENG.COM LETENDRE CONSULTANTS ELECTRICAL ENGINEERING 79 NORTH MAIN STREET - MANSFIELD, MASS 02048 PHONE (508) 339-4444 FAX (508) 339-4442 W W W.LETENDREENG INEERING.COM YARMOUTH FIRE STATION *3 YARMOUTH, MASSACHUSETTS ELECTRICAL — 1 ST FLOOR HVAC CONNECTIONS PLAN scale I/8"=1'-0" date JUNE 16, 2006 drawn by MR5 job no�� sheet o 0 /\i9/V// ELECTRICAL - SITE PLAN SCALE : 1"030'-0" i SITE LIGHTING FIXTURE SCHEDULE / ! / SA POLE MOUNTED LUMINAIRE - EUROTIQUE Cat. No. EH16ST-150M-MED-GCF-SR3-20$V-ANBK-DF, POLE Cat. No. !� EPAX 16 $4 3-3/5TII-ANBK w/ BRACKET No. EAJ4/I-ANBK. FURNISH w/ 150 WATT M.H. COLOR CORRECTED COATED LAMP ,! gB BOLLARD LUMINAIRE - LITHONIA Cat. No. / o K5D6-10M-R5-208-0F-H36-05L, FURNISH w/ 10 WATT M.H. COLOR CORRECTED COATED LAMP. ! ! SGo FLAG POLE LIGHT - HYDRIE-L Cat. No. MS400-SPOT w/ 10 / WATT METAL HALIDE LAMP. (208V) ! ! ! ! ! ! ! Well 1. EXACT LOCATION 4 SIZE OF TRANSFORMER PAD $HALL BE VERIFIED w/ NSTAR ELECTRIC PRIOR TO INSTALLATION. 2, ALL WORK SHALL BE INSPECTED BY NSTAR ELECTRIC PRIOR TO :POURING OF CONCRETE AND 5ACKFILLM. 3. ALL SWEEPS OUT OF EARTH SHALL BE GALVANIZED RIGID STEEL CONDUIT. 4, ALL UNDERlROUND CONDUIT SHALL BE MINIMUM 36 BELOW GRADE t HAVE DETECTABLE PLASTIC WARNING TAPE INSTALLED APPROX.18" BELOW GRADE 4 BE ENCASED IN MINIMUM 3" CONCRETE ENVELOPE ALL LOCATIONS WHERE SUBJECT TO VEHICULAR TRAFFIC. 5. ALL WIRING FOR SITE LIGHTING FIXTURES SHALL BE 2010+01OG-3i4"c, UNLESS ACH NOTED OTHERWISE. ?VICE < 1-4"c C/T MAIN 6.2010+010G -34"c VIA TIME CLOCK "TC -2" (INTEMATIC Cat. No. ET10215C, MOUNTED ADJACENT TO PANELBOARD) TO 20A -2P CIRCUIT BREAKER (PC -1) FOR POLE LIGHTING 4 2'10 (UNSWITCHED) TO 20A -1P CIRCUIT BREAKER (PC -5) FOR POLE G M EACH GFI RECEPTACLE RVICE FROM C/T IC TRANSFER 1. E.C. SHALL WIRE EXTERIOR BOLLARD 4 FLAG POLE LIG 4TMG SHALL BE WIRED VIA TIME CLOCK "TC -3" (INTERMATIC Cat. No. ET10215C, MOUNTED ADJACENT TO THE PANELBOARD). ;OR PRIMARY )'-0" ABOVE FINISH o B" ABOVE FINISH ISLAND n, - -- - -- - -- - -- ROAD (PUBLIC 60' WIDE) ihe Irk] 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 11 I'll Osss' ED ARS,//T� s RICHARD C. LETENDRE I - No. 28262 No. 5022 BOSTON. EiA sy. �Pc, i C.A. CAOLEY ENGIN G, INC. 32 MAIN STREET * LAKEVILLE, MASS 02347 FAX (508) 947-8579 PHONE (508) 947-8888 E-MAIL: CACMAIL@cmvAeyeng.00m W W W.CROWLEYENG.COM LETENDRE CONSULTANTS ELECTRICAL ENGINEERING 79 NORTH MAIN STREET - MANSFIELD, MASS 02048 PHONE (508) 339-4444 FAX (508) 3394442 W W W.LETENDREENGINEERI NG.COM YARMOUTH FIRE STATION *3 YARMOUTH, MASSACHUSETTS ELECTRICAL SITE PLAN scale 111030'-0" date JUNE 16, 2006 drawn by Ml job no sheet 0 o - Main: 600A M.B. Mounting, SURFACE Pole CircuitDescription Dpt SCHEDULE OF PANELBOARD Feeder: TWO (2) 411c w/ 4v350MCM+0I/0G IN EACH Pole 42 Volts: 120/208 Phase 3 Wire 4 A.I.C. 35AW Circuit Load-KVA Pole Circuit Description Circuit Load-KVA breaker A B 1 C Breaker A 8 1 C 1 PANEL PA 150/3 16.0 114,0 1 133 2 EXHAUST FAN EF -1 15/3 09 3.11 0.9 08 3.0 5.0 15.0 09 10.5 31 08 10.13 31 09 3 4 - -- 5 6 -- -- 7 PANEL PB 150/3 162 16.4 8 PLYMOVENT BLOWER 60/3 9 __ -- 10 - -- 11 -- -- 6 UNIT HTRS - "AIECH/STO 15/1 158 12 - -- 13 PANEL PC 150/3 2.4 b22 14 PUMP P-1 15/3 15 -- -- 16 -- 17 -- -- tb 18 - -- 19 PANEL PM 150/3 1321 155 10 OXYGEN GENERATOR 20/1 20 PUMP P-2 15/3 21 -- -- 22 - •- 23 -- -- 1L9 24 - -- 25 SPARE 100/3 21 LIGHTS - ATTIC / STORAGE 20/1 26 SHOP COMPRESSOR 50/3 27 - - - - 20 29 -- -- lb 1 30 31 213 WATER COOLER 20/1 32 WELDER 6012 33 34 - - - 35 36 37 SURE PROTECT'N DEVICE 30/3 - - - 30 39 - - - - 40 41 -- -- 42 39 - - - - Total KVA 1148 Amps 4858 Total 4i.8 ' 142.6 Phase A 613 Phase 8 blb Phase C 52.0 Total 113.5113.51 Total 85 1 98 * ' TYPE HCAR 9.4 NOTE PANEL5OAR0 SHALL BE I -LINE DISTRIBUTION TYPE Main: 200A MLO Mounting SURFACE SCHEDULE OF P,4NEL50,ARD Fm Feeder: 4$I/0+%G-2"e Pole 42 Volts: 120/208 Phase 3 Wire 4 A.I.C. 35000 Pole Circuit Description Circuit breaker Load-KVA pole Circuit Description Circuit Breaker Load -KVA A I b C =5 I C 1 CONDENSING UNIT CU -1 * 30/2 Ib 1110 tb 2 CABINET UNIT HEATERS 15/1 0.8 1 1.1 0.4 01 10.1 112 0.4 10.13 1 12 1.4 10.6 10S 02 12 0.4 12 12 0S 3 _ _ - - 4 UNIT HTRS - APPARATUS 20/1 5 CONDENSING UNIT CU -2 $30/2 6 UNIT HTRS - "AIECH/STO 15/1 7 _ _ - - 1/01 lb lb S EXHAUST FAN EF -3 15/1 9 CONDENSING UNIT CU -3 * 30/2 10 EXHAUST FAN EF -4 15/1 11 - - - - 12 EXHAUST FAN EF -5 20/1 13 CONDENSING UNIT CU -4 * 30/2 Ib 1,6 0.1 14 UNIT HEATERS - ATTIC 15A 15 - - _ _ 16 $LOWER COIL 5C-1 154 17 CONDENSING UNIT CU -5 * 15/2 10 OXYGEN GENERATOR 20/1 19 - - - - 01 11.6122 20 RADIANT HEAT PUMPS 204 21 FUTURE CONDENSING UNIT * 30/2 RADIANT HEAT PUMPS 201/ 23 _ - 21 LIGHTS - ATTIC / STORAGE 20/1 I tb 24 WATER HEATER 4 CIRC. 20/1 25 FUTURE CONDENSING UNIT * 30/1 Ib 126 lb 1 BOILERS 20/1 27 - - - - 213 WATER COOLER 20/1 29 AHU-1 + FUTURE UNIT 15/1 01 30 FLOOR DRAIN TANK PANEL 20/1 31 - - - - 0: T 1.1 1 -1.1 01 01 32 ICE MACHINE 15/1 33 AHU-2, 3 4 4 20/2 34 - - - 35 - - - - 36 SPRINKLER SYS. AIR COMP 154 37 AHU-5 + FUTURE UNIT 15/1 30 SPARE 20/1 39 - - - - 40 SPARE 20/1 41 4 1 SPARE 20A 36 DISHWASHER 204 Total KVA 40b - Amps 1128 Total 85 1 98 * ' TYPE HCAR 13 Phase A t32 Phase 8 15.5 Phase C 11.9 Tota 1 4.115.114.6 SCHEDULE OF PANELBOARD Main: 200A MLO Feeder: 401/04%G-2% Mounting SURFACE Pole 42 Volts: 120/108 Phase 3 Wire 4 A.I.C. 35000 Pole Circuit Description Circuit Breaker Load -UA Pole Circuit Description Circuit Breaker Load-KVA A B C A B C 1 LIGHTS - APPARATUS 20/1 12 12 1 12 2 RECEPTS - OFFICE 124 20/1 ID 08 110 1.0 1.0 08 1.0 08 09 0b 10.8 1.0 10 0,8 08 0.8 11,01 11.2 15 1074 3 LIGHTS - APPARATUS 20/1 4 RECEPTS - BLINK 125 20/1 5 LIGHTS - APPARATUS 20A 6 RECEPTS - 5LW 123 20A 7 LIGHTS - APPARATUS 20A 12 12 S RECEPTS - BUNK 121 20A 9 LIGHTS - EMS/TURN-OUT 20A 10 RECEPTS - BUNK 119 20A 11 LIGHTS - MED WASH/MEC44 20/112 12 RECEPTS - EMS OFFICE 20A 13 LIGHTS - BUNKS / MEET'G 20/1 lb 15 1 14 RECEPTS - EMS OFFICE 20A 15 LIGHTS - DAYROOMA_KRS 20A 16 RECEPTS - MEETING ROOM 20/1 17 LIGHTS - CORR. / STAIRS 20/1 17 RECEPTS - TURNOUT LKRS 20/1 lb 113 RECEPTS - MEETMG ROOM 20A 19 LIGHTS - ATTIC 204 13 10/0122 20 RECEPTS - RADIO ROOM 20A 21 LIGHTS - ATTIC / STORAGE 20/1 RECEPTS - DIN'G/DAY RM 20A 23 LIGHTS - EXTERIOR 20A0.4 25 RECEPTS - WORKSHOP 204 0.81 15 24 RECEPTS - DAY ROOM 20A 25 LIGHTS - EXT. FLOODS 20/1 0S 1.0 26 RECEPTS - KITCHEN 20A 27 LIGHTS - ATTIC 20/1 20 RECEPTS - KITCHEN 20A 29 RECEPTS - LOCKERS/JAN. 204 33 RECEPTS - TELE. ROOM 20A 0.8 30 RECEPTS - KITCHEN 20/1 31 RECEPTS - MEN'S TLT 20A 1,5 15 32 nCEPTS - KITCHEN 20A 33 RECEPTS - WOMEN'S TLT 20/1 34 R4NGE HOOD 20A 35 RECEPTS - WOMEN'S LKRS 20/1 42 1 F.A. CONTROL PANEL **20A 11.0 36 DISHWASHER 204 37 RECEPTS - MEN'S LKRS 20/1 1.41 1.4 1.4 30 1?,ECEPT - MICROWAVE 20A 39 RECEPTS - MEN'S LKRS 20A 40 RECEPTS - KITCH ISLAND 20A 41 1 RECEPTS - MEN'S LKRS 204 42 SPARE 20A Total KVA 433 Amps 1203 To a1 9.1 18.4, lbPhase A 16.0 Phase 8 14.0 Phase C 133 To aI 6815.6 5. t SCHEDULE OF PANELBOARD PB Main: 200A MLO Feeder: 401/006G -2"e Mounting SURFACE Pole_ Volts: 120/108 Phase 3 Wire, -A-A.I.C. 35,000 Pole Pole Circuit Description Circuit Breaker Load-KVA pole Circuit Description Circuit Breaker Loa d-KVA A B C A 8 I C 1 O.H. DOOR OPERATOR 30/1 1.1 11 1.51 15 1 1.1 1.5 2 O.N. DOOR OPERATOR 30A 1.1 1.1 11.1 1.5 15 I 15 08 k12 0b 0.6 1.0 1.0 10/0 15 09 0 9 15 bma 110 3 O.N. DOOR OPERATOR 30/1 4 O.H. DOOR OPERATOR 30/1 5 O.H. DOOR OPERATOR 304 6 O.H. DOOR OPERATOR 30/1 7 DIESEL BLOCK HEATER 20/1 S DIESEL BLOCK HEATER 20A 9 DIESEL BLOCK HEATER 204 10 DIESEL BLOCK HEATER 20A 11 DIESEL BLOCK HEATER 20/1 12 DIESEL BLOCK HEATER 20A 13 RECEPTS - APPARATUS 204 0.81 Ohl 14 1 RECEPTS - APPARATUS 20/1 15 1 RECEPTS - APPART'SA' 1CH 20/1 16 1 RECEPTS - APPART'S/EMS 20/1 17 RECEPTS - TURNOUT LKRS 20/1 11.6 10 SPARE 20/1 19 RECEPTS - TURNOUT `LKRS 20A lb 1 11.6 lb 20 RECEPTS -FIRST AID 204 21 RECEPTS - TURNOUT LKRS 20A 22 RECEPTS - MED WASH/TLT 20A 23 RECEPTS - TURNOUT LKRS 20A 24 CORD/REELS - APPARAT' 20/1 25 RECEPTS - WORKSHOP 204 0.81 15 26 1 CORD/REELS - APPARAT'S 20A 27 RECEPT - WORKSHOP 20/215 20 RECEPTS - ELEC/STOR. 20A 29 - - - - 30 SPARE 20/1 31 SPARE 204 1 08 1.0 32 DEHYDRATOR 20A 33 RECEPTS - TELE. ROOM 20A 34 EXTRACTOR 15/2 35 RECEPTS - RADIO ROOM 204 36 - - - - 37 RECEPTS - CORRIDOR 20/1 12 1 1.0 0.8 30 CLOTHE WASHER 20A 39 RECEPTS - LOBSY/STAIR 20A 40 CLOTHE DRYER 20A 41 1 EXT. RECEPTS - EAVES 20/1 42 1 F.A. CONTROL PANEL **20A 41 Total KVA 48.4 Amps 134.4 To al ib 8S 91 Phase A 162 Phase 5 16.4 Phase C 158 Total 8.6115 6.1 ** ` LOCK -ON 600A-310 TYPE MA MAIN METER (PER NSTAR ELECTRIC SPECS) a EXTERIOR $BEAKER / CURRENT TRANSFORMER CABINET OF BUILDING. LOCATION SHALL BE AS DIRECTED BY ARCHITECT AND APPROVED BY UTILITY Co. 500A LOAD - BREAKER a [07 GENERATOR 15M 11/2 "c EMER13ENC:Y GENERATOR 2010+010G -34"c FOR BLOCK HEATER PC -11 111c w/ CONTROL WIRING 03/0 SERVICE GROUNDING ELECTRODE CONDUCTOR TO WATER SERVICE, 3/4" x 10' GROWD ROD 4 = CONCRETE ENCASED ELECTRODE - SEE SPECS FOR ADDITIONAL GROUNDING ELECTRODE SYSTEM REQUIREMENTS TWO (2) 411c w/ 40350MCM01/0G IN EACH 000A TVSS PANEL - HUBBELL Cat. No. H5L4PI00 wTi - Main: 200A MLO Mounting SURFACE SCHEDULE OF PANEL50 ARD --EC_ Feeder: 401/006G -2"c Pole 42 Volts: 120/208 Phase 3 Wire--A-A.I.C. 65,10M Pole Circuit Description pt Circuit Breaker Loa d-KVA Pole Circuit Description Circum Breaker Load-KVA A 8 C A b I C 1 EXTERIOR POLE LIGHTING 20/1 0.6 0.6 0.4 2 EXTERIOR GFI RECEPTS 20A 0.6 0.6 0b 0b 10.41 10.6 3 _ _ - - 4 EXTERIOR GFI RECEPTS 20A 5 RCPT LIGHT POLE 20A 6 RECEPTS - ATTIC 20A 7 EXTERIOR BOLLARDS 20/1 0.6 10.6 1.0 0 RECEPTS - ATTIC 20A 9 _ _ - - 10 RECEPTS - ATTIC 20A 11 GENERATOR BLOCK HTR 20A 12 RECEPTS - APP. STORAGE 204 13 SPARE 20A 14 SPARE 20A 15 SPARE 20A 16 SPARE 204 17 SPARE 20A 10 SPARE 20A 19 SPARE 20A 20 SPARE 20A 21 SPARE 20A 22 SPARE 20A 23 1 SPARE 20A 24 SPARE 204 25 SPARE 20A 26 SPARE 204 27 SPARE 20A 20 SPARE 20A 29 SPARE 20A 30 SPARE 20A 31 SPARE 20A 32 SPARE 20A 33 SPARE 20A 34 SPARE 20A 35 SPARE 20A 36 SPARE 20A 37 30 39 40 41 42 Total KVA 62 Amps 112 To al 12 12 0.4 phase A 2.4 Phase 5 22 Phase C 1b Total 12110 12 -� - TWO (2) 30c w/ 40300MCM+1/0G ,IN EACH, UNDERGROUND ELECTRIC SERVICE TO GENERATOR 03/0 SERVICE GROUND INC ELECTRODE CONDUCTOR TO WATER SERVICE, 3/4" x 10GROUND ROD 4 CONCRETE = ENCASED ELECTRODE - SEE SPECS FOR ADDITIONAL GROUNDING ELECTRODE SYSTEM REQUIREMENTS TWO (2) 411c w/ 4+'350MCM IN EACH, UNDER13ROUND ELECTRIC SERVICE POWER DISTRIBUTION RISER NOT TO SCALE CIENERAL P44ELBO-ARD NOTES: 1. PANELBOARDS SHALL BE FIELD MARKED "WARNING - POTENTIAL ARC FLASH HAZARD, APPROPRIATE PPE AND TOOLS REQUIRED WHEN UJOF'ECING ON THIS EQUIPMENT" TO COMPLY w/ NEC ARTICLE 11016. 4#I/0+%G-2"c q w.: 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 � �6 ruN CRICHARDC. LETENDRENo.28162 O.5022 r nOSTON. � C.A. CROWLEY ENGINk ING, INC. 32 MAIN STREET * LAKEVILLE, MASS 02347 FAX (508) 947-8579 PHONE (508) 947.6888 E-MAIL: CACMAIL@crowleyeng.00m WWW.CROWLEYENG.COM LETENDRE CONSULTANTS ELECTRICAL ENGINEERING 79 NORTH MAIN STREET - MANSFIELD, MASS 02048 PHONE (508) 339.4444 FAX (508) 3394442 W W W.LETENDREENGINEERING.COM YARMOUTH FIRE STATION #3 YARMOUTH, MASSACHUSETTS ELECTRICAL - POWER DISTRIBUTION RISER DIAGRAM & PANEL SCHEDULES scale N.A. date JUNE 16, 2006 drawn by MR5 job no 050100 sheet LIGHTING FIXTURE SCHEDULE ALL FIXTURES SHALL 8E FURNI5HED COMPLETE WITH ALL HARDWARE, LAMPS, HANGERS, FITTINC,5, ETC. FOR A COMPLETE AND PROPER INSTALLATION. TYPE MANUFACTURER CATALOG No. MTG VOLT LAMP5 REMARK5 No. WATT TYPE A LITHONIA TOM032AR-GE510 P 120 2 32 F32T8 – SYSTEM SMOKE DETECTOR B LITHONIA 2PM3NG52CF409LO- * R 120 2 40 CF40 * -GEBIO C LITHONIA 28PG2CF40RW-AI2125- * R 120 2 1 40 CF40 * -GE1510 D LITHONIA 2AVG2CF40-MDR- * R 120 2 40 CF40 * -GE510 Dl LITHONIA 2AVG2CF40-MDR- * R 120 2 40 CF40 * (SEE NOTE 012) D2 LITHONIA 2AVG2CF40-MDR- * R 120 2 40 CF40 * (SEE NOTE 03) APPROVED BY THE FIRE DEPARTMENT) `– WALL SWITCHES – BRANCH CIRCUIT OR FEEDER - CONCEALED IN CONSTRUCTION IN FINISHED AREAS, EXPOSED _ RS -485 F4 LITHONIA UM32-ACF125-GESIO W 120 2 32 F32T8 F2 LITHONIA WP211-ACF125-GE510 W 120 2 11 FIIT8 – HOME" TO PANELBOARD VIA LOW VOLTAGE LIGHTING CONTROL CABINET G LITHONIA LGV32TRT-SRW-FFL- * R 120 1 32 F32TRT * -GE510 H LIGHTOLIER 4060OU W 120 2 13 F13QT "F'B" J LITHONIA C232-GE1310-W55CUN S/P 120 2 32 F32T8 K LITHONIA 8132-GEB10 Sit' 120 1 32 F32T8 STRING L NOT USED 120 SUPERVISORY ONLY. – PAGING SYSTEM SPEAKER M LITHONIA WFL2-10011-FT-SF-CR- * W 1 120 1 100 MH * -SCWA-DBL N KENALL FSSISR-2M-PIA-MP3- * W 120 2 32 F32TRT * -32-2 P KENALL FS512R-2M-PIA-M5- * W 120 1 32 F32TRT * -32-1 Q LITHONIA 8125-GE510 S/P 120 1 25 F25T8 R LITHONIA N2811-GE510 U.C. 120 1 n F11T8 HVAC – HVAC CONTRACTOR X LITHONIA LQMSW3R UNIV 120 - - L.ED. NOTES–: 1. ALL HIGH FREQUENCY ELECTRONIC BALLASTS SHALL INCLUDE "END OF LAMP LIFE AND SAFETY CIRCUIT" AND SHALL HAVE THD EQUAL TO OR LESS THAN RM. ELECTRICAL LEGEND BO– STANDARD DE61GNATION FOR ALL LIGHTING FIXTURES - LETTER DENOTES FIXTURE TYPE, 113" 34 INDICATES CIRCUIT NUMBER "a" INDICATES SWITCH ❑ ❑ - OUTLET w/ FLUORESCENT LIGHTING FIXTURE, TYPE AS INDICATED C== - OUTLET w/ STRIPLIGHT LIGHTING FIXTURE, TYPE AS INDICATED - OUTLET w/ METAL HALIDE LIGHTING FIXTURE, TYPE AS INDICATED H - WALL OUTLET w/ COMPACT FLUORESCENT LIGHTING FIXTURE, TYPE AS INDICATED Qo – OUTLET w/ COMPACT FLUORESCENT DOWNLIGHT FIXTURE, TYPE AS INDICATED im – WALL OUTLET w/ COMPACT FLUORESCENT SCONCE FIXTURE, TYPE AS INDICATED Q – OUTLET w/ INCANDESCENT LIGHTING FIXTURE, TYPE AS INDICATED ON PLANS ® – EXIT SIGN FIXTURE, TYPE t ARROWS AS INDICATED ©Lei – SHADED LIGHT FIXTURE INDICATES WIRED UNSWITCHEO FOR NIGHTLIGHT PURPOSES S – SINGLE POLE WALL SWITCH - M.H. 48" AFF. 63 – THREE-WAY WALL SWITCH - M.H. 48" AFF. Pea – PILOT -LIGHT WALL SWITCH - M.H. AS INDICATED ON PLANS ©e – WALL SWITCH (LOW VOLTAGE LIGHTING SYSTEM) - M.H. 48" AFF. ® – CEILING OCCUPANCY SENSOR - WATT STOPPER Cat. No. CI -200 360' PIR SENSOR w/ ASSOCIATED POWER PACK ® – DUAL RELAY PIR WALL SWITCH - WATT STOPPER Cat. No. WI -300 DUPLEX NEMA 20R RECEPTACLE - M.H. 18" AFF. URO. "C" INDICATES MOUNTED 6" ABOVE COUNTER — GROUND FAULT INTERRUPTER NEMA 20R RECEPTACLE - MJ4.18" AFF. URO. – DOUBLE DUPLEX NEMA 20R RECEPTACLE (ONE SU!;? -GE SUPPRESSION TYPE) - M.H. 18" AFF. UNO. ®- – SPECIAL PURPOSE RECEPTACLE (NEMA RATING AS INDICATED) - M.H. 18" AFF. UNO. – JUNCTION BOX – MOTOR - NUMBER INDICATES HORSEPOWER – THERMAL MOTOR SWITCH []-I – DISCONNECT SWITCH - UNFUSED TYPE - AMPERE RATING t NUMBER OF POLES AS INDICATED �r – LIQUID TIGHT CONNECTION TO EQUIPMENT – BRANCH CIRCUIT PMEL50ARP I `€t z V� FIRE ALARM AUDIOVISUAL DEVICE - MA. 80" AFF. - 110 CANDELA RATING UNO. hopkinton, massachusetts ADDRESSABLE SIGNALLING ISOLATION MODULE R – F MANUAL ACTIVATION DEVICE - M.H. 48" AFF. IRE ALARM RR�y�c CIRCUIT M6 TWISTED SHIELDED (TYPICAL) \5AA(tED ��� 0 J. No. 28152 vi c) No. 5022 PAIR Q® – FIRE ALARM MINI VISUAL ONLY ALARM DEVICE - M.H. 80" AFF - 15 CANDELA RATING EXIT SIGNS TYPICAL) F I 24 VOLT STROBE 2014 (TYPICAL)_"POWER 4M4 (MINIMUM) ® – SYSTEM SMOKE DETECTOR CEILING – – – MONITOR MODULEF F (TYPICAL) —� E-MAIL: CACMAIL@cmwleyeng.com – SINGLE STATION TYPE SMOKE DETECTOR (TANDEM WIRED) - GENTEX Cat. No.1109C5 FIRE ALARM AUDIOVISUAL F 1 79 NORTH MAIN STREET - MANSFIELD, MASS 02048 – REMOTE L.E.D. INDICATOR ' < VISUAL ONLY DEVICES 8 -0 �– —�G-�- Q� – – � F� – — �!6 TWISTED ® –CARBON MONOXIDE DETECTOR (120 VOLT) -LOCATE PER MANUFACTURER'S INSTALLATION YARMOUTH, MASSACHUSETTS ELECTRICAL -- LEGEND & INSTRUCTIONS -SHALL BE TANDOM WIRED WHERE APPLICABLE scale SHIELDED PAIR drawn by me job no 0501.00 WALL TELEPHONE ir Im AM A:21 t SPRINKLER SYSTEM FLOW SWITCH BY OTHERS, WIRED BY EC. 4'40" t– – – – SPRINKLER SYSTEM TAMPER SWITCH BY OTHERS, WIRED BY E.C. FIRE ALARM MANUAL 2M2-1i2lic ® – SPRINKLER SYSTEM PRESSURE SWITCH BY OTHERS, WIRED BY EC. PULL STATIONS SECURITY SYSTEM FIRE ALARM STROBE BUILDING EXTERIOR —•-- F 4-011 _ _ _KEYPADS, CARD (LOCATION AS DIRECTED BY THE ARCHITECT t FRCP READERS, ETC. APPROVED BY THE FIRE DEPARTMENT) `– WALL SWITCHES – BRANCH CIRCUIT OR FEEDER - CONCEALED IN CONSTRUCTION IN FINISHED AREAS, EXPOSED _ RS -485 IN UNFINISHED AREAS DATA OUTLETS DATA LINE REMOTE FIRE A AR I`– SEE NOTE S ' FAAfo – BRANCH CIRCUIT WIRING - DIAGONAL LINES INDICATE NUMBER OF CONDUCTORS, NO LINES RECEPTACLES ANNUNCIATOR PANEL DENOTES 212 MINIMUM - GROUNDWIRE(S) NOT INCLUDED w/ SILENCER SWITCH 34"c TO EQUIPMENT BACKBOARD PB -42 DISPATCH Ff�R TWO (2) TELEPHONE LEASE PA -13 – HOME" TO PANELSOARO "PA", CIRCUITS M t 3,20A -IP CIRCUIT BREAKER UN -0. FINISHED FLOOR LINES PA -5 --�— – HOME" TO PANELBOARD VIA LOW VOLTAGE LIGHTING CONTROL CABINET TYPICAL DEVICE MO�,p�ITIN3 HEIGHTS DETAIL TYPICAL FIRE ALARM RISER DIAGRAM i - E - - EMERGENCY LIGHTING SYSTEM WIRING - 2MO A.W.G. CONDUCTORS MINIMUM 0 NOT TO SCALE NOTES NOT TO SCALE NOTES - I. REFER TO FLOOR PLANS FOR LOCATIONS AND QUANTITIES OF ®WEIGHT _ WALL OUTLET FOR CABLE TELEVISION / INTERNET (M.H. = 12" BELOW CEILING (EXCEPT DAY ROOM, MOUNTING 1. DEVICES SHALL BE INSTALLED ON A COMMON ALL DEVICES. = 18" AFF.) w/ 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE w/ PULL STRING VERTICAL CENTERLINE WHEREVER POSSIBLE. "F'B" � —WALL OUTLET FOR TELECOMMUNICATIONS (M.H. 18" AFF., UN.O.) w/ 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE 2. FURNISH t INSTALL LOCK -ON BREAKER PANEL < w/ PULL STRING 2. ALL DEVICES SHALL BE INSTALLED AT MOUNTING IDENTIFY w/ RED PAINT. HEIGHTS AS INDICATED ON THIS DETAIL UNLESStX W –WALL OUTLET FOR TELEPHONE (M H. 54" AFF., UNA.) w/ 3/4" CONDUIT TO AGCESSI13LE CEILING SPACE w/ PULL NOTED OTHERWISE. 3. ALL WIRING SHALL BE CLASS A STRING 4. SPRINKLER SYSTEM TAMPER SWITCHES SHALL BE PROGRAMMED SUPERVISORY ONLY. – PAGING SYSTEM SPEAKER 5. MONITOR MODULE TO INTERFACE w/ KITCHEN HOOD FIRE – PAGING SYSTEM SO,MDSPHERE (IN APPARATUS) 2 -GANG FLUSH OUTLET BOX w/ 114"c TO TELE RM. SUPPRESSSION SYSTEM. WIRE TO DRY CONTACTS +� SUPPRESSION SYSTEM PANEL. ® — LOCAL SPEAKER VOLUME CONTROL LOW VOLTAGE WIRING [k – ELECTRIC STRIKE w/ 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE w/ PULL STRING ® – SINGLE GANG OUTLET BOX 0 54" AFF. w/ 3/411c t PULL CORD INTO CEILING SPACE FOR LOBBY DOOR BUZZER / DOOR RELEASE (TYPICAL FOR THREE (3) LOCATIONS) 4 – SECURITY CAMERA - OUTLET BOXES d CONDUIT REQUIREMENTS AS INDICATED ON PLANS WP – – T WEATHER PROOF E.C. ELECTRICAL CONTRACTOR S – CENTERLINE AFF. – ABOVE FINISH FLOOR G.C. – GENERAL. CONTRACTOR U.N.O. – UNLESS NOTED OTHERWISE HVAC – HVAC CONTRACTOR I `€t z V� 85 main street hopkinton, massachusetts tel. 508 497 0909 fax 508 497 0999 kk F M,q RR�y�c 7 RICHARD C. yN 'o LETENDRE \5AA(tED ��� 0 J. No. 28152 vi c) No. 5022 BOSTON. MA �J N. v gl rH p ; C.A. CR6WLEY ENGIN NG, INC. 32 MAIN STREET * LAKEVILLE, MASS 02347 FAX (508) 947-8579 PHONE (508) 947-6888 E-MAIL: CACMAIL@cmwleyeng.com W W W.CROWLEYENG.COM LETENDRE CONSULTANTS ELECTRICAL ENGINEERING 79 NORTH MAIN STREET - MANSFIELD, MASS 02048 PHONE (508) 339-4444 FAX (508) 339-4442 W W W.LETENDREENGINEERING.COM YARMOUTH FIRE STATION v3 YARMOUTH, MASSACHUSETTS ELECTRICAL -- LEGEND & DETAILS scale date JUNE 16, 2006 drawn by me job no 0501.00 sheet 8