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2022 Sign off Transmittal - Addition of Garage '1"a— el-Daj°4-‘64jj'Q z (f-t-. •---- C-X 1-1.-ec-&--(,tfr-‘...,, 0v..1-41,..a, OWN OF YARMOUTH 4HEALo TH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: D. C�U,A,NE Po107 U2\ Proposed Improvement: V\DOt k\o ,..)-) c (coag?„._ Applicant; LC- oncf (�► �� ��� Tel.'No:R7y- 4) b"7-03c5 G `�� pp ) I Address D9cri��`,V n W"\\`na.M �l 1, Date Filed: Zo Z_,_ **If you would like e-mail notification of sign off,please provide e-mail address: V\ t.pc vc✓G\ . (fl, P{I T\w c. —10( _ (a t.\. n Owner Name: ak6.,�v ` fel tA \-L (--- Owner •Address: �� �� 1�Z��J'� ( 1MAS� ,P 1,�,- . Owner Tel>No.:2'� IC c- S . RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; 4 it 'I-I (2.) Floor plan labeling ALL rooms within building JUN 062022 , (all existing and proposed) — Note: Floor plans not requiredfor decks,sheds, windows, roofing; HEALTH DEPT, (3.) If necessary, Title 5 application signed by licensed installer with fee. 5REVIEWED BY: DATE: 7- /9'-- of - PLEASE NOTE COMMENTS/CONDITIONS: PRO .erties, INC. Your Complete Earikeno Services Company July 13, 2022 To: Yarmouth Health Division Attn: Bruce Murphy Ref: Description of Work Location: 2 Channel Point Drive, W. Yarmouth, MA. Bruce, As requested,the scope of work for the upcoming project located a 2 Channel Point Drive includes an "out of the ground" addition, consisting of a grade level three car garage with a grade level 1/2 bathroom. The grade level will also consist of a covered wet bar, opened to outside facing the back yard. Above the garage will be a conditioned guest suite with a counter-top and flush mount sink, full bathroom, and an open deck looking out over the back yard. The addition will be to the right of the existing main house which contains five bedrooms as noted within the provided existing house plans. An inground gunite swimming pool with associated landscaping located in the back yard will also be part of this project. The new septic system which will be serving both the existing house as well as this proposed addition has been designed by BSC Group and will be located in the front yard and running to the left of the existing house. If there is any other information necessary, please do not hesitate to contact me. Sincerely, Zeal RECEIVED "` ii 1L ?ATI Mark Leonardi HEALTH DEPT 255 Bear Hill Road, Waltham, MA. 02451-Tel 781.902.8480, Fax 781.893.9898 SOIL TEST PIT DATA (11) 5" DIA. KNOCKOUT NOT TO SCALE DISTRIBUTION BOX DETAIL H-20 T"' LEACHING FIELD DETAIL �. NOT 70 SCALE NOT TO SCALE TEST PIT 7P-1 TEST PIT TP -2 ONSITE SOIL EVALUATION REMOVABLE 4' 8» 21" DIA. COVER GRD. EL. 5.6 GRD. EL 5.9 3 COVER DATE: AUGUST 5, 2015 .• 4" PERFORATED PVC SHGW EL 1.8 SHGW EL :. • , ' - TEST 8Y: GRADY CONSULTING, LLC •. Y '-" W/SCREW CAP TO EXTEND DOWN 2" MIN. OF 1/8- TO 1/2"- _„ ,, TO NATURAL SUBORADE-\ 3/4" TO 1-1/2" `DOUBLE WASHED STONE OR EL 3.9 EL 3.4 EL. 1.8 EL 2 4 FILL A SANDY LOAM 10YR 4/2 B LOAMY SAND 1OYR 5/4 WEEPING GW C MED SAND 2.5Y 7/3 20" - MOSS 27" EL 2.9 ooh a � W�a EL 2.5 46" EL. 1.5 EL 0.4 64" NOT TO SCALE G. CI _Ta FILL A SANDY LOAM 10YR 4/2 B LOAMY SAN 10YR 5/4 C MED SAND 2.5Y 7/3 WITNESSED B : AMY wry HuNc. rt.a., a.nv o1 I 1 - m,n. N w"" - DOUBLE .WASHED STONE GEUIEXIILt - LICENSED SOIL EVALUATOR: RICHARD GRADY O O O O 24" I I OVER LEACHING FIELD CONTAINING NO FINES MIN. 4 PERCOLATION RATE: < 2 MINS./INCH I " LOAM AND SEED SOIL CLASS. CLASS 1 8" 30" ' . A A 12" MIN. COVER LT.A.R.: 0.74 GPD/S.F. 36 -, ;.,. ..r �..^,.. \ 4" BOTTOM ON -LEVEL .. 6 MINIMUM STABLE BASE 3/4" TO 1-9/2" •.. , • • CONNECT ENDS $ •..'.. .. 41" LEGEND CRUSHED STONE IOF LATERALS 53" SECTION.A-A j^- 36" AND VENT 4" PERFORATED LEVEL BOTTOM 2.5' 5' 5 5 PIAN VIEW SCH. 40 PVC PIPE 66" UNSUITABLE 11P. 5' OVERDIG TO MATERIALS -� OBSERVED NOTES: ( ) - 18' PER LATERAL BOTTOM OF Lj - GROUNDWATER LEACHING FIELD (TO BE REMOVED) CROSS-SECTION 1. -DISTRIBUTION- BOX TO WITHSTAND H-20 LOADING. 2. FIRST TWO FEET OF PIPE OUT OF DISTRIBUTION BOX TO BE LAID LEVEL ESTIMATED 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. PERCOLATION SONAL HIGH 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. PROFILE SEA TEST RANGE GROUNDWATER 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. LOCUS INFORMATION 1,500 GALLON SEPTIC TANK •�e» - - � CURRENT OWNER- CHANNEL -POINT LLC EXISTING TANK TO REMAIN IN PLACE TITLE REFERENCE: DOC. 1222201 PUMP CALCULATIONS PLAN REFERENCE:L.C.P. 14426-K 1,500 GALLON PUMP CHAMBER (H-2DI DESIGN FLOW TO CHAMBER 660 GPD APPROX LOCATION OF INSPECTION SCHEDULE TP -2 (BY OTHERS) ASSESSORS MAP: 14 NOT TO SCALE WATERPROOF AT FACTORY REQUIRED EMERGENCY STORAGE = 660 GALLONS 1. ENGINEER SHALL INSPECT WHEN THE REQUIRED EXCAVATION IS COMPLETE. PARCEL: 9 ll' -oft BUOYANCY CHECK EMERGENCY STORAGE PROVIDED= 711 GALLONS APPROX. LOCATION OF 2. ENGINEER SHALL LOCATE AND STAKE FOOTINGS (LOOSE STONE BED) ZONING DISTRICT: R-25 RS Y O 1 (BY NUMBER OF DAILY DOSING CYCLES = 4-5 PER DAY TP - C PRIOR TO INSALLATION. SETBACKS FRONT 30' GROUNDWATER ELEVATION = 1.80 FT DEPTH ASSOCIATED WITH CYCLE = 5 INCHES [ T DRIV PROPOSED 3. ENGINEER SHALL INSPECT FOOTING LOCATION PRIOR TO INSTALLATION OF WALL SIDE 15' 10'-0" BOTTOM of PUMP CHAMBER = -1.10 FT CHANNEL PO/� OBSERVATION C/ / PORT (TYPJ 4. ENGINEER SHALL INSPECT WHEN CLEAN FILL WITH A PERCOLATION RATE. REAR 20 TOP OF PUMP CHAMBER = 4.98 FT VOLUME PER PUMP CYCLE: (40 WIDEI OF LESS THAN TWO (2) MINUTES PER INCH HAS BEEN PROPERLY DEPOSITED. MINIMUM LOT SIZE: ' 25,000 S.F. 5. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SEPTIC SYSTEM VOL OF WATER DISPLACED BY PUMP CHAMBER: PROPOSED _ B EN INSTALLED_ EXISTING TOTAL LOT AREA: 32;989± S.F. (1.80-(-1.10)) FT X 66 FT= = 191.4 Fi DESIGN TOTAL DYNAMIC HEAD = 15 FT ` PAVED B W' 5'6 6. ENGINEER SHALL PERFORM A FINAL WALL INSPECTION WH COMPLETE. - - r 30p DIA. COVER WEIGHT OF DISPLACED WATER: DESIGN fLOWRATE (GPM) _ 29 GPM _ FIERLD STO L APRON R 2 ~ FEMA FLOOD 191.4 FT" X 62.4 LBS/FT3 =' 11,943 LBS a r - - - PUMP SHALL BEMYERS SRM4 OR APPROVED EQUAL �... '"'� 6r 142.74" /' � � '• 6 •O 40 MIL BREAKOUT ZONE DISTRICT- "AE" ELEV 11, DATED 7/76/2074 5'-0" I 6'-0" WEIGHT OF 'PUMP CHAMBER = 23,000 LBS S414340,W 3 LINER. 5' AROUND o T W =8.7 ? d S.A.S. OVERLAY DISTRICT: NONE iv B W -6.2 WEIGHT OF SOIL OVER PUMP CHAMBER: E� 1;500 6ALL0 _ (7.0-4.98) FT X 66 FT2 X 85 LBS/FT3 = 11,332 LBS TRA N PUMP CHAMB -- PROPOSED BX SUM of FORCES ACTING DOWN m OED UT) C v _10.3\. NV.rIN=7.77 GENERAL NOTES 23,000 LBS + 11,332 LBS = 34,332 LBS / A) INV. OUT=7.60 24" DIA. COVER PROPOSED 3 CAR GARAG I _) T•W=8.4 1. THIS PLAN IN ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE WITH GAME ROOM OVERHEAD 6 6 B W=6 2 PROPOSED 25'x36' 6 THE SUM OF FORCES ACTING DOWN (34,332 LBS) IS - v °i+ SEWAGE DISPOSAL FACILITIES AND THE BUILDING ADDITION. PLAN VIEW GREATER THAN THE BUOYANT FORCE (11,943 IBS) REAR SLAB ELEV.=7. T W.=7.0 LEACHING FIELD 1QA K LINE e W.=6.7 THE PUMP CHAMBER WILL NOT FLOAT FR. SLAB ELEV.=7. D OILDIN ETBAC (START)=7.50 G. END)=7.40 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 ( STAINLESS STEEL PROPOSED W m I(OUT)=4.78 EX1STt , 97 1 AND YARMOUTH BOARD OF HEALTH REGULATIONS. } SLIDE RAIL SYSTEM 500 -GALLON DRYWELLS , T.W.=8.7 zi COVER SHALL BE o I(IN)=4.00 �T(C ' B.W.=52 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 750 FT. OF THE RAISED TO FINISHED 30" DIA. ACCESS COVER 10 - S w � 7' 1cM 1 ,' � PROPOSED LEACHING FACILITY. t GRADE �t a +, \ LLD STONE T RAISE TO FINISHED GRADE + . PROPOSED BREEZEWAY TO BE Ib ' 41:x' s R L WALL STRUCTURALLY INDEPENDENT I ® LAWN 8 ` ^ 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL SUBSOIL AND OTHER UNSUITABLE a 2" PVC CONDUIT TO CONTROLS OF THE EXISTING DWELLING T.W=7.0 a O MATERIALS. d• _ o B.w.=s.o 6" JUNCTION BOX x S %Y u ,/� Z 1 i \ 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF N ,... , rocs' BUFFER TO roP= o Zj cv - - - -\ ` EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND C) INV.=3.65 INLET TEE OF COASTAL BANK N 15.8' ` W- - -�+ w ' DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL 1.5" SCH. 40 PVC 34. W ,.�.. c 30" EMER. DISCHARGE PIPE 7003 BUFFER TO .5 S76, _ SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 STORAGE QUICK DISCONNECT EDGE OF WERLANDS � � � r rl d �•J INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A 6'-1» 7 ALARM/LAG ON COUPLING , OD FRAME\, EXISTING 1.500 �•. 03 1'i .f1 l � REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE 01.75' G.W. EL. 1.80 HOUSE #2 GALLON SEPTIC � / r d• } 4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF -_ PROPOSED 16 X32 j F FLOOR=8.6 tt TANK 7- 6" # 7 j25P ON 3 MERCURY FLOAT POOL WITH HOT TUB f 6" PUMP OFF LEVEL CONTROLS WITH SAFETY COVER e (OUT)=3075 ` N THE FOLLOWING SPECIFICATIONS �.. 9" 0.75 EL -1.10 79.0 BENCHMARK 100% MUST PASS #4 SIEVE FIRST FLOOR 10%MUST PASS #50 SIEVE L9PROPOSED PATIO cs DOOR SILL \\\ EL. 8.63' x 7.2 0-20% MUST PASS #100 SIEVE 12" MIN. 3/4" TO 1-1/2" STONE EL. 7.2 I0-5% MUST PASS #200 SIEVE a CROSS SECTION [ 61 PATIO i NOTES. 50' BUFFE TO TOP '!� �-� 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER w 1. PUMP CHAMBER SHALL BE STEEL REINFORCED CONCRETE, CAPABLE OF WITHSTANDING H-20 LOADING. OF COASTAL BANK ` � � i 7 � � PA �lO � � DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT FROM THE FACTORY. ti�JJ \ SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS a 3. FILL ALL UNUSED KNOCKOUT'S WITH MORTAR. 50' BUFFER TO EDGE - - OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF Co 4. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. OF WETLANDS ^� -•• �* w CONSTRUCTION. 1F ANY DISCREPANCIES VE 'r' 5. PUMP AND ALARM SHALL BE WIRED ON SEPARATE CIRCUITS. Lt�bVN„� NCIE ARE DISCOVERED OR FIELD CHANGES N 6. POWER CABLES SHALL BE PLACED IN CONDUITS IN ACCORDANCE WITH LOCAL AND STATE CODES. �.,� - REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 1 7, 2" PVC CONDUIT To CONTROL BOX SHALL EXTEND THROUGH THE CONCRETE RISER. L PROPOSED STRAW �•.� SHED 1 } C14 $. PUMP CHAMBER SHALL BE SHOREY PRECAST OR APPROVED EQUAL. o WATTLE BARRIER •'�•. _ TJ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE C-41 �•• ••- / PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTIUTY Ld EXISTING PIER AND 1 1 l y COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS RECENTLY APPROVED 15 EXISTING 3'X18' IN SERVICE BANK STABILIZATION 6 RAUP " �` - % a 8. CONTRACTOR 7S REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, o _ TOP OF .r TOP OF P OASTAL SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF d COASTAL m FLAG POLE BANK � CONSTRUCTION. BANK GE OF CL LA 1s -o 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION o 6VOC?tiED OR USE OF A' GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR to _".�-- -�� l3fiW 2- / 15.240(4). = L 545 45 05"W- 1SAC7 }1��" QO�ST� �J J11ic 10. THE SITE UTILITIES SHALL BE VERIFIED AND RELOCATED (IF NEEDED) PRIOR TO CONSTRUCTION. N -CRUSHED STONE FLC)gCi ZONE AE .E N TONE W/MORTAR JOINTS FLOOD Zt?NE AE L. - -.- MLV€ '- " _z _ CD RAKED 1/2 SEE SPEC. -" - .s FIRST PIPE LENGTH TO BE SET LEVEL °In° _____ '- '- " _" � -.__. .., -... '" •�':-.. "".-- --'ir / 4 SCH. 40 PERF. PVC AKE BACK OF WALL --3 , f+ FOR MIN. 2 1' HOR: 2' VERT. FNI HEADER g pS7THON�EF TO yp EXTEND DESIGN CALCULATIONS SYSTEM PROFILE 1.5" SCH. 40 PVC MV LLIEIGHT of WALL PLACE DESIGN flow NOT TO SCALE T.O.F.=7.5 FORCE MAIN FINISHED GRADE 9I - 6 -0 D.C. ALONG ENTIRE WALL - L=34 FT. INLET TEE EL. 9.0 - 9.1 LEACHING 1 1/2"" PVC WEEPHOLE, PLACED 4 SCH. 40 PVC 4" SCH. 40 PVC INV.=7.50 m 10 -0 0 C. fOtJG WALL 6 BEDROOMS ®110 GPD/BEDROOM = 660 GPD EL. 6.81 L=39' TRENCHES / z SLOPE 0 FA OF WALL L=5' END INV.=7.4 ca o SEE NOTE"BELOW5=0.02 CD .. REQUIRED SEPTIC TANK •v 3=0.02 - - M o EY ST�FLLTO FTG. 5'-0 O.C. 660 GPD X 200% = 1,320 GALLONS -,"OF Mggs TOP WALL K VARIES z Z ALONG USE 1,500 GALLON SEPTIC TANK a��P ACti° •'' � PROPOSED s I=7.77 r SIZE OF REQUIRED LEACHING FACILITY o gERANJ.. ay RET. WALL i - v HEALY D -BOX DESIGN PERC. RATE: <2 MIN/INCH P N0.4et36 �� "EXISTING EL. 6.90 CORE5.1' SEPARATIONPROPOSED 40 MIL POLY LINER LONG TERM APPL RATE: 0.74 GPD/SF °TR �o MAIN 1=7.60 UND ISRI@ED/ COMPACTED 660 GPD a 0.74 GPD SF - 892 SF ssiFclsTeR 1=4.78 ".' NEW 1=3.75 1=3.65 1=3.40 I ALL AROUND LEACHING AREA SUBGRA / = oroAL L INLET SIZE OF LEACHING FACILITY PROVIDED r 1=4.00 EL. 1.8 EL. 6.90 " EXISTING 1,500 GAL. EST. HIGH GROUNDWATER NOTE: FOOTING WIDTH W/ WALL HEIGHT ` ' SEPTIC TANK TO 1,500 GAL. (7/2 HEIGHT + 18 USE A 900 SQ. FT. LEACHING FIELD (25'x36') REMAIN PUMP CHAMBER FIELDSTONE RETAINING WALL BOTTOM/EFFECTIVE LEACHING AREA = 693.3 S.F.�z RECEaVE® NOTE: E SCALE: NONE 893.3 S.F. X 0.74 GPD/S.F. = 661.0 GPD (INSTALLED CAPACITY) JUL 1 V ?022 661 GPD > 660 GPD (1 GPD RESERVE CAPACITY PROVIDED) MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING ;z HEALTH DEPT, LEWIS BAY COVE RO RADIO AD LANE - MOSS S0, QUAItROgp QO ROAD Op �o R0� ooh a � W�a ROAO ��Q.OQ_ 0 LOCUS MAP NOT TO SCALE G. 71RIAN YfRGATI•AN v1 7/8/22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER DESIGN 2 CHANNEL POINT DRIVE IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN JUNE 7, 2022 NO. DATE DESC. 1 7/8/22 HEALTH DEPT NOTES PREPARED FOR: JAKE SIMMONS 2 CHANNEL POINT DRIVE WEST YARMOUTH, MA 02673 0M lw3%S(,',' GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2022 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 FEET FILE: Projects-YAR\4998502\C\D\4998502-SP.dwg DWG. NO: SHEET 1 OF 1 JOB. NO: 4-9985.02 EXISTING FLAT ROOF DECK II :( r ® I I I II II r--- ---- EXISTING I I MASTER BATH WIC EXISTING I II BEDROOM #3 EXISTING _SITTING RM I I II 11I 11771 C ---- - EXISTINGI 1 1 1 1 1 gMEAStER l ! — — - — — DRQOMI#5 !! !! III II it I I LL - !I -LL -Li -L -LL- G EXISTING L ----------- J BEDROOM #4 o j VAULTED CEILINGS 0 F TO BELOW THIRD FLOOR PLAN I 11 I II I I I I I I I 11 I I ----------------------------- ----------- I I -- -- --- ------ I I ---- li I Ll I I I I EXISTING I I DECK I I I I L----------- J EXISTING SLEEPING LOFT #2 r .. JUN 1.0 2022 NEAL`f'E� DEPT. iii z O 0) w DRAWING #: _4 0 cv s 0 m Z Ln V) J J +1 Lu � �' N W V W CD Q 3 Ln 0-00 Ol V ❑ � ®_ > m O Q0 Q Vi WI ET e LL 0Z 19 r�� � m W IL t -- m W 06 >a Z Z � v W z o w W L N 0 U W O 6i U) W DATE: 3/l/2022 SCALE: 1/4" = V-0" DRAWING #: _4 0 cv 0 Z Q W V W Q Z 3 ®_ > Y/ ® O J WI - LL 19 Z � W IL t -- F Q W 06 >a Z Z � v o w W L N U) U W O 6i a DATE: 3/l/2022 SCALE: 1/4" = V-0" DRAWING #: _4 — — — — — — — — — z O U) w 4, (1) u m V) J -J m � U -j ++ If O N O Q j d1 c m O M Q L�j ( � % c� E L >- ' 00 O V ` } m w z 0 co w M P O N O a F� O 2 OC Q W F. W Z W 'r 0 7z LU cg Z a W d o �Qz i LL z> a W L N h U w o w F O CL r DATE: 3/1/2022 SCALE: 1/4" = V-0" DRAWING #: A-3 SECOND. FLOC —GARP EXISTING PROPOSED III �. 12 - ASPHALT ROOF SHINGLE MATCH w/EXISTING 4 1/2" CRONN MOULDING FIXED 52"xl8" CUSTOM CUPOLA -- - - - RED CEDAR ROOF SHINGLE CONTINUOUS RIDGE VENT \--t LL GROWN MOLDING ASPHALT ROOF SHINGLE r,� l MATCH w/EXIST. MATCH w/EXISTING J - I LIr -T CUSTOM WINDOW HEAD 1 �I I i s/a°x6" WINDOW HEAD TRIM TYP 'I 12 MATCH w/EXIST 12 IN- - -- - - LLIL �— - ��I r, ® ®= l —_ I f i1- T I I ....RTW2646 __TFR -- - SECOND FLOOR SUB FLR EXISTING MATCH — — — . — . ROOF w/EXISTING 12 — — . — . - _ . — . - PITCH g 1 A Cw FRIEZE BD, -- -- - - k � MATCH w EXISTIN — _ - _ -� 17 - If I= _ r �. - STRUCTURAL i _ - ' —� �� 4t x5/Ix6 CORNER BOARDS ���� I -- �I' BRACKET MATCH _ MATCH w/EXISTING �1 l� I MATCH f w/EXISTING - if_- L—� _ JI - — = - BLUESTONE -rte- - -.-,- -.- _ �- - __�I--_-� � i III[ '1111 I III - - - _ PATIO 9090 oHGD 9090 OHGD 9080 ouGD _ — — — . _GARAGE SLAB 3' —_ _- -- - - _ - -- - - --- I DROP TOP OF WALL EXISTING PROPOSED NI " 44 PI 2 AT DOOR OPENINGS r- r% ^ s I r r- I r a i n t I^ a I I PROPOSED EXISTING ® i i I I I I I I I I i I I ----F ------------ ------ --- ---- ----.-- ---T��� L--L- -- --L—L-------------------- - - - ----------------------iL- � v-=, 5,� JUN M,2022 DRAWING #: HEALTH DEPT. A. 1 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE wo 0 (D � � N CD Z QOZmU�Q U Q yf7QI-= - �Qmww�m . 00 0 U p w.� g z m X w 0 QujNOZ m Q Z ZWO- �o Z 2 nWUWzlxU� QU 0Uo W ILL U M U Q Z" Z `.N H > NF- WO �QrncV ` N ��Q�u~id'-c LLi ry0 Z z W ° z 0w O J w z V N Lu 0 U w 7 Q ui J � a DATE: 11/l/2021 z SCALE: 1/4"=V-0" J U 0 1 2 4 8 t0 m � LIJ ® -t ii o cl) C 0- m Of- ti z �` 00 E CD ® q w z 0 r v-=, 5,� JUN M,2022 DRAWING #: HEALTH DEPT. A. 1 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE M ti N CD Q 2 H 0 Q H w 3 LLi ry0 z W ° z 0w O w V N Lu U w 7 Q ui J � a DATE: 11/l/2021 SCALE: 1/4"=V-0" 0 1 2 4 8 v-=, 5,� JUN M,2022 DRAWING #: HEALTH DEPT. A. 1 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE FLOOD LIGHT/CAMERA —� Ix4 WINDOW/DOOR CASING — 2" R.G. SILL i SECOND_FLOOR (SUB.FLR) 12 8 Ixb TRIM GI 0 T.. -IST.. Ix4 TRIM j�Tl I.L I TIMA TV EXISTING r �ITIi COMPOSITE DECKING 6 RAILING ON P.T.DECK FRAME_ MATCH w/EXISTING = STAINLESS STEEL GABLE RAILING SYSTEM VERIFY I Ixb TRIM PROPOSE Ixb VERTICAL BOARDS FRAMING IxB RAKE TRIM-----,. MATCH w/EXISTING CROWN MOLDING — CONNECT MATGH w/EXIST. 010 Ixb RAKE TRIM 12 MATCH w/EXISTING 12� >>oQNNOZ 0O r ! O V` w N m 0 Z w w w:.z - w �wIZC700Z I LL M U Z Z N �..NF W O cn^y r r N II m r Q r (n d Ir— 12 8 Ixb TRIM GI 0 T.. -IST.. Ix4 TRIM j�Tl I.L I TIMA TV EXISTING r �ITIi COMPOSITE DECKING 6 RAILING ON P.T.DECK FRAME_ MATCH w/EXISTING = STAINLESS STEEL GABLE RAILING SYSTEM E GARAGE SLAB. — II 6 LIGHT 6 LIGHT 6 LPROPOSED I I II II I. 'I �} - - -1--- --------' LEFT ELEVATION )F SHINGLE STING VERIFY I PROPOSE FRAMING AS NEED CONNECT AND PRC SEGOND.FLOOR (SUB.FLR) >>oQNNOZ 0O ! O V` w N m 0 Z w w w:.z - w �wIZC700Z w r o w Z Q D ZO No Q OU > W LL : LL M U Z Z N �..NF W O cn^y r r N m r Q r (n d W a z0 uj Z Z - Q z U Q N W F- U w O L11 h EL EL J DATE: 11/l/2021 SCALE: 1/4"=1'-0” 0 1 2 4 8 U) DRAWING #: O I U) Z III -„- J i�0 � y m LU N L o L0} Q EO O � O ti f n/ LL O 00 G qT p GARAGE SLAB A Z = - _ i LA — — — — — I I STOP VENEER AT DECKING BELOW V -GROOVE WALLS STONE VENEER WALL STAIRS STAIRS (HORIZONTAL) w/BLUSTONE CAP MATCH MATCH w/EXISTING I I w/EXISTING ------------------------------------------------------------------ ----------------- -- TMJ --------------------------------------------------------------------------- --.J REAR ELEVATION . PROPOSED EX E GARAGE SLAB. — II 6 LIGHT 6 LIGHT 6 LPROPOSED I I II II I. 'I �} - - -1--- --------' LEFT ELEVATION )F SHINGLE STING VERIFY I PROPOSE FRAMING AS NEED CONNECT AND PRC SEGOND.FLOOR (SUB.FLR) E GARAGE SLAB. — II 6 LIGHT 6 LIGHT 6 LPROPOSED I I II II I. 'I �} - - -1--- --------' LEFT ELEVATION )F SHINGLE STING THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE U- 0 O �o 0� L z 0 'z U Z U�mZLL W 0 F0w w H m OwwgZ�Xwm >>oQNNOZ 0O ! O V` w N m 0 Z w w w:.z - w �wIZC700Z w r o w Z Q D ZO No Q OU > W LL : LL M U Z Z N �..NF W O cn^y r r N m r Q r (n d W a z0 uj Z Z ~ Q Q z U Q N W F- U w O L11 h EL EL J DATE: 11/l/2021 SCALE: 1/4"=1'-0” 0 1 2 4 8 U) DRAWING #: O U U) Z III J v � y m LU N L o L0} Q EO O � O ti Z n/ LL O 00 G qT p o Z THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE M 1�- 04 O Q F- O Q F- w W D Z W a z0 uj Z Z ~ Q Q z U N W F- U w O L11 h EL EL F DATE: 11/l/2021 SCALE: 1/4"=1'-0” 0 1 2 4 8 DRAWING #: THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE I EXISTING 1 st FLR. LIVING 0 I m I I y I I I I I I I I I I I I nI------------- LII I II I I I..— fI, EXISTING j PATIO II I I I I I f r EXISTING j G'I P.T. P05T WRAPPED TO 12" SO. EXISTING SCREEN---------i-� PORCH I Iii I I I I I�,il I EXISTING 6"xb" P.T. POST WRAPPED TO 12" SQ. I KEYPADS @ DOOR MATCH w/EXISTING STRUCTURAL CUSTOM CEDAR - BRACKET A.6 KEYPADS @ DOOR MATCH w/EXISTING I I I I I I I I L_ -- LL o 0 Za1>.Z H amtJR¢ O �mmz� z Ci¢LLW W�m 0�OC70Wmw �j��Z�X� OMF-Owl O z w w w o l wW W Z W Z M W❑ W, O O W z wzzW g D Oo¢U>WLLDO W LL rn N U N Z N U N N B Wei-N♦��� A.6 OS�¢�tn0- m 20'-0" H05E + BIBS POOL EQUIPMENT 51-011 ELECTRIC PANEL I M. General Notes 0 Andersen 400 TW series windows shown 6 or provide similar. Marvin glass doors exterior walls to be 2x6 16" o.c. unless otherwise noted. interior walls to be 2x4 16" o.c. unless otherwise noted. 0 v verify all window and door rough openings prior to ordering. SQUARE FOOTAGE M CID FIRST FLOOR LIVING 131 SECOND FLOOR LIVING 662 - TOTALLIVINGAREA 793 .POOL PATI 1060 WETBAR 129 ROOF DECK 286 TOTALAREA 2268 J SCALE: 1/4"=V-0" 18 RISERS 0 1 2 4 FRAME WETBAR D LLI @ t7Y21 U) -w/STONE VENEER 0 F - z OUTSIDE AND o d O QO tO V --I I.1- �/ Q H cn LL LL z N CABINETS BELOW J 6' 0" 121 On CID W ®_ �2 � Ltd (n (� Q CO CANVAS a ry 2 E I O N Z ENCLOSURE --- ----- W2032 LINE CAB. WORKBENCH V -GROOVE WALLS/CEILING 3068 (0 LIGH I PROPOSED 2668 . ° WETBAR PROPOSED O UP 151-61 BATH 3065 6 LIGHT TRASH I I I U.G. I I REFI L---� UTILITY a SINK 121_011 51-q° I 221_011 I I -- -y I I �- ---� I L--- --7 i I 18 RISERS @ ±7Yz" i I 1 I _ _60LIGHT PROPOSED GARAGE I Tw2646 137' -0"x25' -O" i EPDXY FLOORS r I I I r- I — —— -- --------- , l I TW2646. i I I qOW 01 8090 OHGD I 8090 OHGD PROVIDE COBBLESTONE APRON 3' -On gl_oil .21_011 _I' -O" 31-011 it -011,q1-011 A 1_611 261-01' 121-011 361-00 H05E + BIBS POOL EQUIPMENT 51-011 ELECTRIC PANEL I M. General Notes 0 Andersen 400 TW series windows shown 6 or provide similar. Marvin glass doors exterior walls to be 2x6 16" o.c. unless otherwise noted. interior walls to be 2x4 16" o.c. unless otherwise noted. 0 v verify all window and door rough openings prior to ordering. SQUARE FOOTAGE M CID FIRST FLOOR LIVING 131 SECOND FLOOR LIVING 662 - TOTALLIVINGAREA 793 GARAGE 1060 WETBAR 129 ROOF DECK 286 TOTALAREA 2268 m a W Z 9 co a THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE M CID N O Lu O Q z> z a a 2 F' Q DATE: 11/1/2021 J SCALE: 1/4"=V-0" i 0 1 2 4 f!1 D LLI U) 0 F - z W o d O QO tO V --I I.1- �/ Q H cn LL LL z N J v CID W ®_ �2 � Ltd (n (� Q CO a ry 2 E I O N Z THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE M CID N O Lu O Q z> a a 2 F' DATE: 11/1/2021 SCALE: 1/4"=V-0" i 0 1 2 4 f!1 DRAWING #: LLI W 0 F - z W o d O QO W Z --I I.1- �/ Q H U LL LL N THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE U Lu O 6i J a a F' DATE: 11/1/2021 SCALE: 1/4"=V-0" 0 1 2 4 8 DRAWING #: A.3 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE --- ------- 4-F XED ---4-FRED V -GROOVE 52 1511CEILING I i EXISTING --- 1 ------- ROOF Cu OLA DECK 22'-0" EXISTING p 2nd FLR. PROPOSED 15 RISERS LIVING ROOF ±7y2 ll DECK EXISTING 2nd FLR.I- LIVING — VERIFY STEPS IF -- - ---- -- NEEDED OPOSED LOPED OOF -- o OOF --- -- o ECK ` V-0" oe FUTURE FINISHED SPACE �\ CTR. w/RIDGE p CIR30 ABOVE t GTR w/RIDGE `p MARVIIN ULTIMATE 12070 1SGD _4n 4i_an I. obi WALL FAUX 9OXED JEAMS WALL SIZE AND LOCATION = TO BE DETERMINED I /�� T�� �+ IN FIELD V� -0„ -- —Ell VAULTED I FLAT CLG WALLI o \ / SHOWER CID U41 13) M HAL ALIGN �n WAL WALL I I T w/WINDOW I A O L---- --DN--- ---- — —� �T.-- ---- -- 2668. EDGE GTR. /RIDG O (OPEN T ABOVEI I-------------- GTR. --- o GTR. w/RIDGE - Ta A.6 P ----------- --- - ------ PROPOSED CATHEDRAL - TW2646 y - --, FLAT BATH CEILING Q iI o CLG. w/V-GROOVE o i IPROPOSFD. I > GAB. I O AX O IGUE T SUITE #6 OPTIONAL ' 17'-0'X24' ±71 ATTIC / j WALL 5 -qii o ACCESS - _ - -- - - —1-- - ° - ATTIC ACCESS I VAULTED 2 `r VERIFY LOC. +6, I DRYWALL �— o w/VALLEY BM. t WALL CEILING RAFTER HGTS. VAt I + - AR31 ABOVE U.C.'.I ±6' _ CTR /RIDGEI WALL TW2646 I I TW2646 REF I Nr 7'-41I 51-4" 4'-0" IS'—On 41-011 26' Ou 12'-0" 38'-O" FUTURE FINISHED SPACE B A.6 -A- A.6 I 0 .O . zQzWQ W Yc~n hOZmXp t- (0 U Wzo2 Z GLL II �W Op j W O 1ooQcnmz Z(nW U0 W Q ��WZ.ZZ0�Z 0 >WU_ 0 0CIS! N W N W N � Z _N N I N H r r D �Q04v)�a�co z J U) D W z 0 W Z. Z J � D W CL -' ILL. m � w W LU ❑ 0 N Z or provide similar. L a-+ Q LO O Ty F— = c:) � ti W z coca E 00 ' U'O r i U) W z F THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE M t- (0 N O H U) W W Z General Notes W CL -' ILL. LU ❑ Andersen 400 TW series windows shown Z Z or provide similar. Z O = W Marvin glass doors exterior walls to be 2x6 16" o.c. !Qn V 04 U) unless otherwise noted. F interior walls to be 2x4 16" o.c. w w unless otherwise noted. p — verify all window and door rough openings o �' prior to ordering. - DATE: 11/1/2021 - SCALE: 1/4"=1'-0" 0 1 2 4 8 DRAWING #: A4 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE -------------- LL -----wo I 0� Ew w Z 0 I o�oLuaWW J �\ pwwg;zmxw \ �j>X NOZ \ \\ 0m�C7wQ 0 ✓ \ \\ Z°WzwZgma w Oowz=Pn zNo EXISTING \\ - - O Q LL. - FOUNDATION >> o ��c>>wLLCo 1 B W F N H N N 00 ° r 07 -I-- j — --- - - - - A.6 a�Q�cn aim Irk ' ESTI I II I I i II II I I I I � IIS I I I; I I � li I' it I I I Z d I I I I I o II U I 24"Wxl2"D FOOTING w/#4 PULL BARS 4' LONG Z I BENT 90° DOWN 12" 24" O.G. a) j I 313'-0" 10" DIAMETER :3 III 3'-6" 4'-0" 4'-6" ,4i_pn. 3'_6" SONOTUBE w/BF2B –� FOOTING TYP. m v, EXISTING - ti n m FOUNDATION L __ _ J 24 Wxl2 D FOOTING 1---- m w/#4 PULL BARS 4' LONG " " _ 6 xb P.T. ` /---` c -I / w � BENT 90° DOWN 12" 24" O.G. P05T TYP. o — N III F--- ---I _I N � Lo T m O � PROPOSED POOL cn fl o 911 PATIO 7.2' / ` I I / I ` 1 ` �I / A.8 00 = E FI�UN A1.101 R V. — — — I 6 uj 0 00 OL EXISTING. -_ -- — --- °—I ----t —r — — T ---- FOUNDATION U.1EA11N XISTING I -.._ __--_..-- -- =J� = �— I11-•--.T--'T--'1--iceIiIOPOS D GARAGE I mFOUNDATId — — — — -- — I IROP WALL I I LAB REAR 7.5'w6 4 IP LLFOOTING BARS 4' L� =LL BENT 90° DOWN 12" 24" O.C. 0iI I 1 I -2 -OP AT BARTOP VENEERED WALL o 7 mFOUNDATION REV. I A.8 FOUNDATION REV.To I -a-- --- �• I 1I I I I � — -• —• .. • s e — •_----� ---_ • I I - I _ N ---------------- ------_—_- -, --------------- •I o -I " " 1 4"X4"x.25" I 4"x4"x.25° 10 THICK x 4 -B I I_ _ _ _ i TUBE STEEL COL. TUBE STEEL COL. CONCRETE WALL ON I I _ „ „ `i(j°xb°x12° STEEL I, `'/g"x6°xl2° STEELL I' I CONTINUOUS 20 x10 ~ I� I--- BASE PLATE 8 I BASE PLATE � y CONCRETE FOOTING , 2-3/4' DIA. ANCHOR I 2-3/4' DIA. ANCHOR II o J VERIFY AND MAINTAIN I BOLTS I BOLTS I -- 4 FOOTING COVERAGE I I" DEEP CONTRACTION 1 I m I_ I BELOW GRADE JOINT CUT WITH EARLY j I I _ Q ENTRY SAW I I I. i -- ---------------------- ---------------------+--------------------- -I- I 1 10" THICK x 4-8" - PROVIDE I LAYER 5/8" 1 CONCRETE WALL ON I I W o I I I TYPE "X" FIRECODE GWB CONTINUOUS 20"x10" m m I --- ENTIRE GARAGE E CEILING CONCRETE FOOTING I VERIFY AND MAINTAIN I I° I Lu 1 4' FOOTING COVERAGE FOUNDATION NOTES: A I I BELOW GRADE i I A z GARAGE 5/6" ANCHOR BOLTS @ 32" O.G. d g A.6 °I I 5" CONC. SLAB ON MIN. 7" EMBEDMENT I A.6 CL 1. MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE fc'=3000 psi, W/10 j 10 MIL VAPOR RETARDER w/3"x3'XI/4" PLATE WASHER I z_ 2@ #5 BARS TOP S BOTTOM, FOUNDATION WALL TO BE ON 20"x10" STRIP Z FOOTING. PROVIDE 3@ #5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ I I SLOPE SLAB 4"x-411x.25114"x-411x.2511I O I. W n O C- KEYWAY. PROVIDE #5 VERTICAL DOWELS @ 24" O.C. EXTENDED 3'-6" MIN. TOWARDS DOORS , I TUBE STEEL COL. I r ABOVE TOP OF FOOTING. PROVIDE %` ANCHOR BOLTS @ 36" O.C. MAX. I I I 1 !9 x6"x12" STEEL I I I V W Q MIN. 7" EMBEDMENT H/ 3"x3'I PLATE WASHER. I BASE PLATE Q 2. ALL STRUCTURAL STEEL COLUMNS TO BE 4"x4"x.25" TUBE STEEL COL. I I j TUBE . ST j 2-34' DIA. ANCHOR I I I Z ,I I TUBE STEEL COL. BOLTS I I Q % xb xI2 STEEL BASEPLATE 8 2-3/a DIA. ANCHOR BOLTS xb xl2 STEEL BASE PLATE DROP TOP OF FOUNDATION 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. I 2-�4' DIA. ANCHOR — _WALL AT DOORS I BOLTS r I V 4. CONCRETE SLAB TO BE 5" POURED CONCRETE ON COMPACTED FILL. I •i I PROPOSED GARAGE - JI ° PROVIDE CONTRACTION JOINTS I" DEEP AT COLUMN LINES. II ° U CUT W/ "EARLY ENTRY" SAW. I I SLAB @ FRONT 7.3 I i' — — — — — — — — - w H 5. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN I DROP TOP OF FOUNDATION I DROP TOP OF FOUNDATION _ 4'-0" MINIMUM COVER`.- °I L__ — WALL AT DOORS— _ — -1 _WALL AT—DOORS — — _ J I CL ~ 6. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL ---�' BEAMS (TYP.). ° ° DATE: 11/1/2021 7. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL SCALE: 1/4"=1'-0" COLUMNS. 10 1 B. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY A.$ 0 1 2 4 8 MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE t 17'-0" 26'-0' 121-011 CONTRACTOR. 38'-0" DRAWING #: B A.5A.6 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION ! 140 MPH WIND ZONE POST DN._ TO HDR FUR DOWN CLG AS NEEDED FOR TRUSS DEPTH 3-1 3/4"XII Y4"— LVL 4"—LVL HDR 2"x6" FRAMING 16" O.C. MATCH SIDING w/EXISTING TYVEK HOUSE WRAP Y2" CDX PLYWOOD R-21 INSULATION 6 mil. POLY VAPOR BARRIER Y2" GYPSUM WALL BOARD 2"x6" P.T. FRAMING 16" O.G. TYVEK HOUSE WRAP Y2" CDX PLYWOOD Y2" GYPSUM WALL BOARD i t : I r I, I" DIA. A-325 THRU BOLTS w/WASHERS EACH SIDE TYP. G AS SHOWN RI E I i LVL HDR +i FLAT CEILING " " - - L2" 1 3/ xll Y LVL o' _ O IIIPROAOSED 4 4 o - USH LD BATH +1 � 3/4 TSG PLYWOOD SUB -FLOOR GLUED AND NAILED, TYPICAL 2x12 @ 16" 2x12 @ 16" O. y 2x12 @ 16" O.G. PROVIDE 1 LAYER 5/8" W12X50 OR -TYPE "X" FIRECODE GNB H14X43 3-1 3/4"xll 7/5" LVL =1 ENTIRE GARAGE $ CEILING 5TEEL BEAM DROPPED BEYOND _ - SLOPED CEILING WRAP STL. BMS, 11 BELOW STAIRS w/ 1 LAYER 5/8" A.6 _ TYPE "X" FIREGODE GW 1<3 � II II � -- _- TS 4"x4"x.25' TS 4"x4"x.25' a A.7 _ - - COLUMN DN. COLUMN DN. +1 BEYOND BEYOND -- 18 RISERS I'GARAGE II Y2' I I @ ±7 --- 5" CONC. SLAB ON 2X6 P.T SILL 0 MIL VAPOR RETARDER w/SILL SEALER L W6X6 W2 9XW2.q TOP 1/3 OF SLAB 5/S" ANCHOR BOLTS @ 32" O.C. W_Dll-Lr'"' L-' 6" COMPACTED FILL MIN 7" EMBEDMENT I�1 w/3"x3"xl/4" PLATE WASHER 361-01t BACKFILL WALL AFTER 2-#5 BARS 10" THICK x 4'-8" CONCRETE HAS SET A MIN. TOP # BTM. TYP CONCRETE WALL ON OF SEVEN DAYS AND HAS CONTINUOUS 20"x10" ACHIEVED FULL STRENTGH CONCRETE FOOTING VERIFY AND MAINTAIN 4' FOOTING BELCH GRADOVERAGE SECTION A- A I -1x11 Y4' LV RIDGE _ 2x12 ROOF DECK JOISTS 2-1 3/4'x11 11l LVL CUPOLA FRAMING: I- EACH SIDE CUT TO SLOPE Y4" PER FT. 2-1 3/4'x11 Y4' LVL 3-1 3/4'xil Y4` LVL 2x10 HIP RAFTERS = + COMPOSITE DECKING BELOW LVL HEADER — UZWZ��O 2x8 RAFTERS 16" O.C. MATCH w/EXISTING V -GROOVE UI #6 Ix STRAPPING IV' O.G. MATCH LVL HEADER CEILING. 2"x8" NAILING SLEEPERS BOLTED TO w/EXISTING TOP AND BTM. FLANGES S/B"x PSTEEL ) DI � II � II II IIII I I II II IIII �I II BASEE PLATE 8 6 _ GARAGE SLAB_ _ _ POST DN. 7.2 ll�l fi u 1-1 3/4"xll Y4" LVL 10" THICK x 4-8" 1-1 3/4"xll Y4' LVL TO HDR CONCRETE WALL ON I I I I DOOR RIDGE allll RIDGE -I 3/4'x11 Y4" LVL NOTE: - 4' FOOTING COVERAGE 5" CONIC. SLAB ON BELOW GRADE a��F_ EPDM ADHERED ROOFING MEMERAN ALL BE TOISTINGPVCG 10 NIL VAPOR RETARDER SLOP_ PE 1/4:12 PITCH 3_1 3/4°x11 7�n Z TAPERED w/I/4:12 PITCH RIDGE IF TO ATC - - COMPOSITE DECKING CEILING +� LVL HEADER '1 - �� GLUED AND NAILED, TYPICAL N STRIP FOOTING 6" COMPACTED FILL w/3-#5 CONTINUOUS BARS. LLl FOR 2X(o BEARING WALL BEYOND 10'-0" Ir 26'-0" co Q. M DATE: SCALE 1 /2 _ 1 10 C+ . Fa m Ill SCALE: 1 /4"=1'-0" nF/ z LL L co C E 'I 4 0 O W 0 z �cuIl 3/4+xll Y4' k 2"x10" RAFTERS 6" O.C. 3-I BEYOND yl i 1 LyHPR 111 N u SII U , -I 3/4'x11 Y4' -I il� 4 3/4'x11 Y4° I II .CATHEDRAL CEILING w/V-GROOVE LVL VALLEY LVL VALLEYII � u I 11 j / BEYOND BEYOND 1 _� 11 _r _ '__ _ 3-1 3/4 xll Y4 , i LVL HDR +i FLAT CEILING " " - - L2" 1 3/ xll Y LVL o' _ O IIIPROAOSED 4 4 o - USH LD BATH +1 � 3/4 TSG PLYWOOD SUB -FLOOR GLUED AND NAILED, TYPICAL 2x12 @ 16" 2x12 @ 16" O. y 2x12 @ 16" O.G. PROVIDE 1 LAYER 5/8" W12X50 OR -TYPE "X" FIRECODE GNB H14X43 3-1 3/4"xll 7/5" LVL =1 ENTIRE GARAGE $ CEILING 5TEEL BEAM DROPPED BEYOND _ - SLOPED CEILING WRAP STL. BMS, 11 BELOW STAIRS w/ 1 LAYER 5/8" A.6 _ TYPE "X" FIREGODE GW 1<3 � II II � -- _- TS 4"x4"x.25' TS 4"x4"x.25' a A.7 _ - - COLUMN DN. COLUMN DN. +1 BEYOND BEYOND -- 18 RISERS I'GARAGE II Y2' I I @ ±7 --- 5" CONC. SLAB ON 2X6 P.T SILL 0 MIL VAPOR RETARDER w/SILL SEALER L W6X6 W2 9XW2.q TOP 1/3 OF SLAB 5/S" ANCHOR BOLTS @ 32" O.C. W_Dll-Lr'"' L-' 6" COMPACTED FILL MIN 7" EMBEDMENT I�1 w/3"x3"xl/4" PLATE WASHER 361-01t BACKFILL WALL AFTER 2-#5 BARS 10" THICK x 4'-8" CONCRETE HAS SET A MIN. TOP # BTM. TYP CONCRETE WALL ON OF SEVEN DAYS AND HAS CONTINUOUS 20"x10" ACHIEVED FULL STRENTGH CONCRETE FOOTING VERIFY AND MAINTAIN 4' FOOTING BELCH GRADOVERAGE SECTION A- A I -1x11 Y4' LV RIDGE _ 2x12 ROOF DECK JOISTS 2-1 3/4'x11 11l LVL I I- EACH SIDE CUT TO SLOPE Y4" PER FT. 2-1 3/4'x11 Y4' LVL 3-1 3/4'xil Y4` LVL I if HEADER = + COMPOSITE DECKING BELOW i LVL HDR +i FLAT CEILING " " - - L2" 1 3/ xll Y LVL o' _ O IIIPROAOSED 4 4 o - USH LD BATH +1 � 3/4 TSG PLYWOOD SUB -FLOOR GLUED AND NAILED, TYPICAL 2x12 @ 16" 2x12 @ 16" O. y 2x12 @ 16" O.G. PROVIDE 1 LAYER 5/8" W12X50 OR -TYPE "X" FIRECODE GNB H14X43 3-1 3/4"xll 7/5" LVL =1 ENTIRE GARAGE $ CEILING 5TEEL BEAM DROPPED BEYOND _ - SLOPED CEILING WRAP STL. BMS, 11 BELOW STAIRS w/ 1 LAYER 5/8" A.6 _ TYPE "X" FIREGODE GW 1<3 � II II � -- _- TS 4"x4"x.25' TS 4"x4"x.25' a A.7 _ - - COLUMN DN. COLUMN DN. +1 BEYOND BEYOND -- 18 RISERS I'GARAGE II Y2' I I @ ±7 --- 5" CONC. SLAB ON 2X6 P.T SILL 0 MIL VAPOR RETARDER w/SILL SEALER L W6X6 W2 9XW2.q TOP 1/3 OF SLAB 5/S" ANCHOR BOLTS @ 32" O.C. W_Dll-Lr'"' L-' 6" COMPACTED FILL MIN 7" EMBEDMENT I�1 w/3"x3"xl/4" PLATE WASHER 361-01t BACKFILL WALL AFTER 2-#5 BARS 10" THICK x 4'-8" CONCRETE HAS SET A MIN. TOP # BTM. TYP CONCRETE WALL ON OF SEVEN DAYS AND HAS CONTINUOUS 20"x10" ACHIEVED FULL STRENTGH CONCRETE FOOTING VERIFY AND MAINTAIN 4' FOOTING BELCH GRADOVERAGE SECTION A- A I -1x11 Y4' LV RIDGE _ 2x12 ROOF DECK JOISTS 2-1 3/4'x11 11l LVL x I- EACH SIDE CUT TO SLOPE Y4" PER FT. 2-1 3/4'x11 Y4' LVL 3-1 3/4'xil Y4` LVL I- EACH SIDE HEADER 3-1 3/4°XII 7/811 COMPOSITE DECKING BELOW LVL HEADER — UZWZ��O JOISTS u MATCH w/EXISTING 11 OPOSE 13UES UI #6 Ix STRAPPING IV' O.G. MATCH LVL HEADER i LVL HDR +i FLAT CEILING " " - - L2" 1 3/ xll Y LVL o' _ O IIIPROAOSED 4 4 o - USH LD BATH +1 � 3/4 TSG PLYWOOD SUB -FLOOR GLUED AND NAILED, TYPICAL 2x12 @ 16" 2x12 @ 16" O. y 2x12 @ 16" O.G. PROVIDE 1 LAYER 5/8" W12X50 OR -TYPE "X" FIRECODE GNB H14X43 3-1 3/4"xll 7/5" LVL =1 ENTIRE GARAGE $ CEILING 5TEEL BEAM DROPPED BEYOND _ - SLOPED CEILING WRAP STL. BMS, 11 BELOW STAIRS w/ 1 LAYER 5/8" A.6 _ TYPE "X" FIREGODE GW 1<3 � II II � -- _- TS 4"x4"x.25' TS 4"x4"x.25' a A.7 _ - - COLUMN DN. COLUMN DN. +1 BEYOND BEYOND -- 18 RISERS I'GARAGE II Y2' I I @ ±7 --- 5" CONC. SLAB ON 2X6 P.T SILL 0 MIL VAPOR RETARDER w/SILL SEALER L W6X6 W2 9XW2.q TOP 1/3 OF SLAB 5/S" ANCHOR BOLTS @ 32" O.C. W_Dll-Lr'"' L-' 6" COMPACTED FILL MIN 7" EMBEDMENT I�1 w/3"x3"xl/4" PLATE WASHER 361-01t BACKFILL WALL AFTER 2-#5 BARS 10" THICK x 4'-8" CONCRETE HAS SET A MIN. TOP # BTM. TYP CONCRETE WALL ON OF SEVEN DAYS AND HAS CONTINUOUS 20"x10" ACHIEVED FULL STRENTGH CONCRETE FOOTING VERIFY AND MAINTAIN 4' FOOTING BELCH GRADOVERAGE SECTION A- A I -1x11 Y4' LV RIDGE _ 2x12 ROOF DECK JOISTS 2-1 3/4'x11 11l LVL x I- EACH SIDE CUT TO SLOPE Y4" PER FT. 2-1 3/4'x11 Y4' LVL 3-1 3/4'xil Y4` LVL I- EACH SIDE HEADER 3-1 3/4°XII 7/811 COMPOSITE DECKING BELOW LVL HEADER — 3-1 3/4"XII Y4° LVL \ 3-1 3/4'x11 Y4" LVL PLATE HEIGHT . — WALL TRUSS PROFILE A - WALL COMPOSITE DECKING 3-1 MATCH w/EXISTING _ 2x12 ROOF DECK JOISTS 3/4 T*G PLYWOOD SUB FLOOR GLUED I6" O.0 HEADER CUT TO SLOPE Y4" PER FT. 3-1 3/4'xil Y4` LVL _ HEADER COMPOSITE DECKING BELOW - UZWZ��O JOISTS u MATCH w/EXISTING = - DECKING BELOW STAIRS__ A.6 Ix STRAPPING IV' O.G. MATCH LVL HEADER 2 2"x8" NAILING SLEEPERS BOLTED TO w/EXISTING TOP AND BTM. FLANGES S/B"x PSTEEL ) II II IIII fl II 9II, cotill � II � II II IIII I I II II IIII �I II BASEE PLATE 8 6 _ GARAGE SLAB_ _ _ _ . 7.2 ll�l fi u POOL PATIO 0.30'IIII 10" THICK x 4-8" �l ��I IIII I I I' 3-1 %"x11 7/8° CONCRETE WALL ON I I I I DOOR CONTINUOUS 20"x10" allll CONCRETE FOOTING j11 , _JI-_ --T °Jlhit � VERIFY AND MAINTAIN - 4' FOOTING COVERAGE 5" CONIC. SLAB ON BELOW GRADE W 1-1 3/4'x11 Y4" —LVL RIDGE TRUSS A V -GROOVE CEILING 1-1 3/4'x11 Y4" —LVL RIDGE TRUSS A - 3-1 3/4"x I I/a' I ZQY�Z~ QmQ Z 3/4 T*G PLYWOOD SUB FLOOR GLUED LV HEADER STEEL BEAM POST DN. 2x12 FLOOR JOISTS 16" O.0 °11JI 2x12 @ I6" O.G. 3-1 3/4"x11 Y4" LVL HEADER TO HDR UZWZ��O ° N12X5O OR GARAGE $ CEILING 3-1 3/4"XII 7/6"3 2" GYPSUM IF NO LIVING AREA ABOVE A.6 Ix STRAPPING IV' O.G. > LVL HEADER 2 2"x8" NAILING SLEEPERS BOLTED TO h' TOP AND BTM. FLANGES S/B"x PSTEEL ) II II IIII fl II 9II, cotill � II � II II IIII I I II II IIII �I II BASEE PLATE 8 6 2-3/4° DIA. ANCHOR I II II 1111 I °�I / `p it I' IIII IY +t �l ��I IIII I I I' 3-1 %"x11 7/8° it I �° I I I I DOOR OF DOOR / 18" UP AT WALL allll LVL HEADER j11 , _JI-_ --T °Jlhit � El - TAPERED SLEEPERS ABOVE MEMBRANE.. 5" CONIC. SLAB ON i W EPDM ADHERED ROOFING MEMERAN Lu 10 NIL VAPOR RETARDER SLOP_ PE 1/4:12 PITCH 2x12 P.T. DECK JOISTS 16" O.C. Z TAPERED w/I/4:12 PITCH FLOOR JOIST PROPOSED ° GUEST SUITE #6 3/4" T$G PLYWOOD SUB -FLOOR - - COMPOSITE DECKING CEILING +� MATCH w/EXISTING '1 - �� GLUED AND NAILED, TYPICAL N STRIP FOOTING 6" COMPACTED FILL w/3-#5 CONTINUOUS BARS. LLl FOR 2X(o BEARING WALL - R-30 INSULATION Lu LuO I ZQY�Z~ QmQ Z 3/4 T*G PLYWOOD SUB FLOOR GLUED U IX m Z L) LLWI11z0�C1 AND NAILED, TYPICAL STEEL BEAM WRAPPED w/5/8" 2x12 FLOOR JOISTS 16" O.0 TYPIE "X"FARE 2x12 @ I6" O.G. 3-1 3/4"x11 Y4" LVL HEADER UZWZ��O TYPE "X" FIRE CODE GWB ENTIRE N12X5O OR GARAGE $ CEILING 12 2" GYPSUM IF NO LIVING AREA ABOVE A.6 Ix STRAPPING IV' O.G. of-¢�<) (o 4"x4"x.25" W14X43 TUBE STEEL COL. STEEL BEAM 2 2"x8" NAILING SLEEPERS BOLTED TO h' TOP AND BTM. FLANGES S/B"x PSTEEL ) BLOCKING _ TO FLOOR CONNECTION BASEE PLATE 8 6 2-3/4° DIA. ANCHOR I +t BOLTS CARRY EPDM MEMBRANE TO BOTTOM I I I I DOOR OF DOOR / 18" UP AT WALL I I GARAGE z O El TAPERED SLEEPERS ABOVE MEMBRANE.. 5" CONIC. SLAB ON FOR DECKING W EPDM ADHERED ROOFING MEMERAN Lu 10 NIL VAPOR RETARDER SLOP_ PE 1/4:12 PITCH 2x12 P.T. DECK JOISTS 16" O.C. Z TAPERED w/I/4:12 PITCH FLOOR JOIST JOIST HANGER - - COMPOSITE DECKING CEILING WALL MATCH w/EXISTING U 24"Wxl2"D CONTINUOUS W6X6 W2.gXW2.q TOP 1/3 OF SLAB N STRIP FOOTING 6" COMPACTED FILL w/3-#5 CONTINUOUS BARS. LLl FOR 2X(o BEARING WALL BEYOND 10'-0" Ir 26'-0" SECTION B -B POST DN. TO HDR 3-1 3/4'XII Y4' LVL HDR 2"xb" FRAMING 16" O.C. MATCH SIDING w/EXISTING TYVEK HOUSE WRAP Y2" CDX PLYWOOD R-21 INSULATION G mil. POLY VAPOR BARRIER Y2" GYPSUM WALL BOARD _SECOND _FLOOR _SUB FLE�* 411x4"x.25" TUBE STEEL COL. %11xb"x12" STEEL BASE PLATE * 2-3/4" DIA. ANCHOR BOLTS _GARAGE SLAB 7.3' LA THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE LL 0 R-30 INSULATION Lu LuO I ZQY�Z~ QmQ Z 3/4 T*G PLYWOOD SUB FLOOR GLUED U IX m Z L) LLWI11z0�C1 AND NAILED, TYPICAL STEEL BEAM WRAPPED w/5/8" 2x12 FLOOR JOISTS 16" O.0 TYPIE "X"FARE CODE GNB UZWZ��O TYPE "X" FIRE CODE GWB ENTIRE U Z ofOOwU m o0U>wwO GARAGE $ CEILING U M U \.Z Z N N. 2" GYPSUM IF NO LIVING AREA ABOVE I N Ix STRAPPING IV' O.G. of-¢�<) (o DROPPED STEEL BEAM 2 2"x8" NAILING SLEEPERS BOLTED TO h' TOP AND BTM. FLANGES a BLOCKING STEEL BEAM TO FLOOR CONNECTION 11 J SCALE 1 %2' = V-0" WALL CARRY EPDM MEMBRANE TO BOTTOM I I I I DOOR OF DOOR / 18" UP AT WALL I I COMPOSITE DECKING z O MATCH w/EXISTING TAPERED SLEEPERS ABOVE MEMBRANE.. U FOR DECKING W EPDM ADHERED ROOFING MEMERAN Lu PLYWOOD SLOP_ PE 1/4:12 PITCH 2x12 P.T. DECK JOISTS 16" O.C. Z TAPERED w/I/4:12 PITCH FLOOR JOIST JOIST HANGER - - COMPOSITE DECKING CEILING WALL MATCH w/EXISTING U 2x12 P.T. LEDGER N w/2) V DIA. LLl LAG BOLTS I6" O.C. ROOF DECK DETAIL 12 co Q. M DATE: SCALE 1 /2 _ 1 10 C+ . Fa m Ill THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE LL 0 Lu LuO ZQY�Z~ QmQ Z U IX m Z L) LLWI11z0�C1 �OCwD� w p Ow Lu Q uj N O Z 02Ig _ 7wI zuiww0 UZWZ��O U Z ofOOwU m o0U>wwO U M U \.Z Z N N. I N of-¢�<) (o 2 h' a z J W W o z O O Z U W V Lu z N Z j Q � U U U m N LLl 2 w -� i Lo co Q. M DATE: m Z 0 C+ . Fa m Ill SCALE: 1 /4"=1'-0" nF/ z LL L co C E 'I 4 0 O W 0 z �cuIl DRAWING #: A.6 M t N O Z 2 a W W o z O Z U W all. Lu LuLu Z Z Z N LL Q U co m N 1- U w O w -� CL 1= DATE: 11/1/2021 SCALE: 1 /4"=1'-0" 0 1 2 4 8 DRAWING #: A.6