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HomeMy WebLinkAboutBLD-18-3809*ALTERNATE LOCATION MAY BE DETERMINED BY . 8x3 Co. C4 it A ' • :r _ -•• ' . . . LL Q LL O Q 7 39.5 INSTALLER AND OWNER .�•. PROPOSED LOT AREA 40,000 SF o 21,690 SF FRONTAGE UTIL.POLE 172' 172' SETBACKS: .,1 .:. 45 .3' x 3' CULTEC • - RECHA RGER 180 TRENCHES MI N. FINAL GRADE _ � -'• ELEV. � 11.2 CONTACT ENGINEER NOTE C 1-I3:' E PROPOSED � TO STAKE 3:-8.': G TRENCHES � LEACHING : =::• PRIOR T O COMMENCEMENT OF CONSTRUCTION BLDG, HEIGHT 35' MAX. EXCAVATE FOR 5' AROUND ABSORPTION �•�:: SYSTEM AS REQUIRED TO REMOVE ALL SOIL ABO VE THE MEDIUM SAND (C) LAYER. BA CK FILL WITH MATERIALS MEETING THE SPECIFICATIONS OF 310 :- CMR 15.2 55 (3) AND (6). NOTIFY HEALTH D EPT. FOR INSPECTION OF EXCAVATIO N PRIOR TO BACK FILLING. PROVIDE (MIN.) NOTICE FOR INSPECTION. d- 1 � WV CATCH BASIN; EDGE: �OF`.` )LE OON b1 t.-1•+ :Q; ...: -na• .4 ,SITU PLAN 1# s= 20 PROPOSED RETAINING WALL T.O.W. ELEV. - 11.0f B.O.W. ELEV. = 9.0f (TYP'•) CONSTRUCTION jV0.r 'S:- 1. NO HERBICIDES TO BE USED ON SUBJECT LOT. 2. DRIVEWAYS SHALL BE CONSTRUCTED OF PERMEABLE MATERIAL. 3. DISTURBED AREAS SHALL BE STABILIZED AND REVEGETATED AS SOON AS PRACTICABLE UPON COMPLETION OF GRADING. 4. ANY EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF CONSTRUCTION. 5. GUTTERS AND DOWNSPOUTS CONNECTED TO DRYWELLS SHALL BE UTILIZED TO CONTAIN ROOF RUN-OFF. DRYWELLS SHALL BE LOCATED NO LESS THAN 10' FROM PROPOSED SEPTIC TANK AND 25' FROM SOIL ABSORPTION SYSTEM. 6. ANY ADDITIONAL WORK BEYOND THE SCOPE OF THAT WHICH IS SHOWN HEREON WILL REQUIRE CONSERVATION COMMISSION APPROVAL ZONING COMPLIANCE TABLE - ZONE: RS -40 REQUIRED EXISTING PROPOSED LOT AREA 40,000 SF 21,690 SF 21,690 SF FRONTAGE 150' 172' 172' SETBACKS: FRONT 30' 39.5' SIDE 6' N 12739' REAR N.A. BLDG. COVERAGE 25X MAX, (5,422 SF) (15.2%) 3,288 sf BLDG, HEIGHT 35' MAX. *EAST AND NORTH **BUILDING HEIGHT CALCULATIONS AVERAGE EXISTING GRADE ELEV. = 8.3'1 MAX. ALLOWED RIDGE ELEV. = 43.3' PROPOSED RIDGE ELEV. - 41.66' .LOCATION ff-4P Not to Scale LOCUS m � � x z 8i RNER PARKWAY NANnXKEr SOUND REFERENCE ASSR'S MAP 34, PCL 276 PL BK. 22, PG. 131 (1928) LEACHING yrG s -'��cArcH BASIN TL',ST ROLL' IATA BENCH MARK D :::,::.. CENTER OF CATCH BASIN l tjj% ::.:, :: �: :::.. < /_ _ yG GRATE ELEV. = 6.59 �� �� DATE OF TEST HOLES: FEB. 3, 2016 " �° PHI 14 ALTERNATE BENCH MARK-1 ARK .P WATER ENCOUNTERED ®80": ELEV. = 1.8' ( ODYSS`llS T r r., p (NAVD88) HYDRANT TAG BOLT l�'j��-A� ", SCHLC�MIT1 ul HYDRANT 9AG �`1 USGS ADJUSTMENT = 1.5 ELEV.EST. MAX. WATER ELEV. = 3.3' r"' - "_.`: ` 358 ? L�'G�'Nl� (NAVD88) INSP. BY: D. QUINN (R&W), A. VON HONE (HEALTH DEPT) h SU •�• NJ TEST HOLE LOG47ION --/0-- !STING CONTOUR No.1 No.2 -f0 - PROPOSED CONTOUR ®o SEPTIC TANK/PUMP CHAMBER (2 -COMPARTMENT) DEPTH SOIL SOIL ELEVATION DEPTH SOIL so►L ELEVATION PROPOSL'I> O�V=SITL' SL'IYAG�' TR�14T�1�NT (IN.) HORIZON TEXTURE (FT.) (IN.) HORIZON TEXTURE (FT.) G DISTRIBUTION BOX 0 - 4 0 FlBRIC 8.5 - 8.2 0 - 4 0 FlBRIC 8.5 - 8.2 AND DISPOSAL SYSTEff CULTEC RECHARGER 180 HD ABSORPTION TRENCHES 4 - 12 A LOAMY SAND 8.2 - 7.5 4 - 10 1Q LOAMY SAND 8.2 - 7.7 �CONCRETE BOUND 12 --20 B 1 LOAMY SAND 7.5- 6.8 10 - 18 ,81 LOAMY SAND 7.7-7.0 ��red for.- Dennis & Paula tl.�cKenrra CB W D WATER SERVICE 20 - 30 B2 LOAMY SAND 6.8 - 6.0 18 - 24 B2 LOAMY SAND 7.0-6.5 Location.- 2 Bass River Parkway, Yarmouth HA -U - UNDERGROUND UTILITIES 30 - 120 C MEDIUM SAND 6.0 - -1.5 24 - 120 C MEDIUM SAND 6.5 - -1.5 Ryder & Kilco2, Inc., P. L: & PLS. WV WATER VALVE 3 G'iddiah Hill Rd M BOTTOM OF PERC AT 51* (C -LAYER) <2MIN./IN. P. O. Boz 439 Scale.• r = 20 ' HYDRANT. So. Orleans, ".,OZ662 &uwn by PJC, ,*b 8x3 EXISTING SPOT GRADE Tel. (508) 255-8312 Ltate - November 22, 2019' Sheet 1 of,? Fax (508j 240-,2506 Job No. »646 PUMP SPECIFICATIONS.• 4. PUMP SHALL BE EQUIPPED WITH AN AUDIO AND VISUAL ALARM, INSTALLED IN A BUILDING TO PROVIDE ADEQUATE WARNING IN CASE 1. PUMP SHALL BE "MYERS" SRM4 (0.4 H.P.), OR APPROVED OF PUMP FAILURE. ALARM SHALL BE POWERED BY A CIRCUIT EQUAL, AND SHALL BE CAPABLE OF PASSING AT LEAST 1.25" SEPARATE FROM THE PUMP POWER. SOLIDS AT A DISCHARGE RATE OF 68.0 GPM ® 8.7' TDH. 5. CHECK VALVE, AUTOMATIC CONTROL AND CONTROL BOX SHALL BE 2. PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE W17H AS SPECIFIED BY PUMP MANUFACTURER. MANUFACTURER'S SPECIFICATIONS. 6. CONTRACTOR SHALL PRESSURE TEST FORCE MAIN TO ASSURE 3. PUMP CONTROLS SHALL BE MOISTURE PROOF AND OPERATE IN WATERTIGHTNESS THE FOLLOWING SEQUENCE: 7. PUMP AND ALARMS SHALL BE INSPECTED AND MAINTAINED IN A) PUMP OFF ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. B) PUMP ON C) ALARM ON 8. IT IS RECOMMENDED THAT A SLIDE RAIL SYSTEM OR SIMILAR APPARATUS BE INSTALLED TO FACILITATE REMOVAL OF PUMP FOR INSPECTION AND MAINTENANCE. BUOYANCY CALCULATIONS. 2500 -GAL SEPTIC TANK/PUMP CHAMBER BUOYANCY OF DISPACED WATER: 11.83' x 6.33' x 0.6' x 62.4 LB/CF = 2,804 LBS.i UPWARD FORCE WEIGHT OF TANK (INCLWALL): 23,410 LBS.f DOWNWARD FORCE GENERAL NOTES: 1. SYSTEM IS DESIGNED IN ACCORDANCE WITH "COMMONWEALTH OF MASS., DEPT. OF ENVIRONMENTAL PROTECTION, 310 CMR 15.00; THE STATE ENVIRONMENTAL CODE, TITLE 5: STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS" AND THE TOWN OF YARMOUTH REGULATIONS. 2. NO WELLS OR WATER SUPPLIES ARE KNOWN TO EXIST WITHIN 100 FEET OF THE PROPOSED SOIL ABSORPTION SYSTEM. ALL WELLS KNOWN TO EXIST WITHIN 150 FT. OF THE SYSTEM ARE SHOWN. 3. PRIOR TO BACKFILLING COMPLETED SYSTEM, NOTIFY THE ENGINEER AND THE HEALTH DEPARTMENT FOR INSPECTION. PROVIDE 24 HOURS (MIN.) NOTICE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 5. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH. 6. AREA SERVED BY TOWN WATER. 7. ANY SEPTIC COMPONENT SUBJECT TO VEHICULAR LOADING SHALL BE H-20 RATED. CULTEC RECHARGER 180 HD TRENCH DETAIL FOR CONSTRUCTION IN FILL EFFECTIVE LEACHING AREA = 8.9 Fr BACKFILLED WITH APPROVED FILL' TYPIC.AZ SYSTEM PROF ZZ NOT TO SCALE TANK & D.BOX TO BE INSTALLED ON A LEVEL, STABLE BASE (MIN.6" STONE BASE) 24' DIA. COVER TO FINISH GRADE** 20" DIA. COVER TO 20' DIA. COI TOP OF WITHIN 6' OF GRADE TO FINISH GRADE* FOUNDATION 12' 4X- ELEV. = 12.33 cnoN 10' MIN O 9.8 4" CAST IRON OR SCHED.40 AV C. PIPE /NV EL. MIN. FINAL GRADE EI =11.2 W t T NO GARBAGE GR/NDER ALLOWED WITH THIS DESKN• PROVIDE EFFLUENT TEE FILTER - AND GAS BAFFLE ON OUTLET TEE. ALL TEES SHALL BE CAST IRON OR SCHED.40 P.VC. PIPE ALL COVERS AND INSPECTION PORTS SHALLBE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. COVER TO WITHIN 6 /N. F. == &. v SCH. 40 PVC CHECK VALVE -- viv V. c ALARM ON 9.89 9.72 •'3� PUMP ON 5' *PROVIDE INLET TEE PUMP OFF EXTENDING TO 1 " 12' (SUMP) ABOVE OUTLET INVERT. . BOTTOM ELEV:= 2.75 MYERS SRM4 OR \APPROVED EQUAL 1NV.EL. _ . �,r,:� 4- _. � - Tinily ' jOZSIGN 1-4Tj4 CULTEC NO. 410 _es N '•'•.- :� a: ���`�='=¢?��_::><-_-; FILTER FABRIC _Ya: - �� 9' HM PER TITLES .fir �, .: g F?a =_ ...mss; ��` a,''.-,.�..•,----�- _;�� :��:. ����� ��\ •,��.;-n--� � �s;,.�t_�-r�;�r�� NUMBER Of BE?1ROOMS: 10 ROOMS/2 = 5 13R 13THEAPPROVED `� `'`''; -='-�� 550 GPD \ .\ ES7TMATED DAILY EFFLUENT: BY CULTEC�� >`� " " ; _- � .� � ` "��'"~ =_ `����� EFFEC7NE LEACHING AREA AS PROPOSED: TITLE 5 APPROVED FILL �� \ ` 4. 205 ��� 14 UNITS - 90.6 LF 90.6 LF X 8.9 SF/ -F = 806 SF �� �. LEACHING CAPACITY AS PROPOSED: e MIN.-, � �,e` (EFFLUENT LQAD/NG RAM- = 0.74 GPD/SF) ADJUSTED 5.2' 806 SF X 0.74 GPD/SF = 596 GPD ) 'SEE 310 CMR 15.255(3) FOR SPECIFICATIONS. GROUNDWATER (5' MIN. ELEV. = 3.3 TOTAL = 596 GPD NOTE. "RECHARGER 180 HD" SYSTEM SHALL BE INSTALLED BY A CONTRACTOR TRAINED BY CULTEC, INC. ON THE PROPER INSTALLATION OF THE SYSTEM. MAINTAIN A MAXIMUM OF 36000VER OVER ALL SYSTEM COMPONENTS. ALL COMPONENTS SHALL CONFORM TO SPECIFICATIONS CONTAINED IN 310 CMR 15.00. VENT -4" PVC WITH SCREEN; - BACKFILL TIGHTLY TO PREVENT SEEPAGE OF SURFACE WATER. PROVIDE INSPECTION PORT ON END UNITS WITHIN 3" OF FINISHED GRADE. INV. EL. 9.67 C MIN. (EXCLUD. TOP -10.2 ^, VER TOP SOIL) 2 TRENCHES 07 UNITS LONG (45.3 2,500 GALLON TWO COMPARTMENT SEP77C TANK (H-10) BY ACME-SHOREY PRECAST, OR APPROVED EQUAL 1st COMPARTMENT --1558 G4L(1500 GAL MIN.) SEP71C TANK 2nd COMPARTMENT --588 GAL STORAGE (550 GAL MIN.) '�:'`.'`':. f FGA S T {`j•_ �. - .. _ Il I 14" EFFEC. DEPTH Ei.=8.5 PROPOSEIJ ON -SITS' SEWACT I TREATMENT AND DISPOSAL SYSTEM Prepared for- Dennis & Paula McAenna Location: ,e Bass River Parkway, Yarmouth, MA L tiler & Filcox, Inc., P.P. & PLS. 8 Ciddiah Hill Rd P.O. Box 430 So. Orleans, HA., 0266.2 Bmvm by ,Tzb TK(6-08)255-831,2 Atte - November 22, 2012' sht 2 of 2 Fcaz (508) 240-2306 fob No. 11646 OF FINISilfft-ori-evopt'i THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS TO PREVENT DISRUPTION OF PROPER FUNCTIONING OF UNE. VALVIE 9'0 F. == &. v SCH. 40 PVC CHECK VALVE -- viv V. c ALARM ON 9.89 9.72 •'3� PUMP ON 5' *PROVIDE INLET TEE PUMP OFF EXTENDING TO 1 " 12' (SUMP) ABOVE OUTLET INVERT. . BOTTOM ELEV:= 2.75 MYERS SRM4 OR \APPROVED EQUAL 1NV.EL. _ . �,r,:� 4- _. � - Tinily ' jOZSIGN 1-4Tj4 CULTEC NO. 410 _es N '•'•.- :� a: ���`�='=¢?��_::><-_-; FILTER FABRIC _Ya: - �� 9' HM PER TITLES .fir �, .: g F?a =_ ...mss; ��` a,''.-,.�..•,----�- _;�� :��:. ����� ��\ •,��.;-n--� � �s;,.�t_�-r�;�r�� NUMBER Of BE?1ROOMS: 10 ROOMS/2 = 5 13R 13THEAPPROVED `� `'`''; -='-�� 550 GPD \ .\ ES7TMATED DAILY EFFLUENT: BY CULTEC�� >`� " " ; _- � .� � ` "��'"~ =_ `����� EFFEC7NE LEACHING AREA AS PROPOSED: TITLE 5 APPROVED FILL �� \ ` 4. 205 ��� 14 UNITS - 90.6 LF 90.6 LF X 8.9 SF/ -F = 806 SF �� �. LEACHING CAPACITY AS PROPOSED: e MIN.-, � �,e` (EFFLUENT LQAD/NG RAM- = 0.74 GPD/SF) ADJUSTED 5.2' 806 SF X 0.74 GPD/SF = 596 GPD ) 'SEE 310 CMR 15.255(3) FOR SPECIFICATIONS. GROUNDWATER (5' MIN. ELEV. = 3.3 TOTAL = 596 GPD NOTE. "RECHARGER 180 HD" SYSTEM SHALL BE INSTALLED BY A CONTRACTOR TRAINED BY CULTEC, INC. ON THE PROPER INSTALLATION OF THE SYSTEM. MAINTAIN A MAXIMUM OF 36000VER OVER ALL SYSTEM COMPONENTS. ALL COMPONENTS SHALL CONFORM TO SPECIFICATIONS CONTAINED IN 310 CMR 15.00. VENT -4" PVC WITH SCREEN; - BACKFILL TIGHTLY TO PREVENT SEEPAGE OF SURFACE WATER. PROVIDE INSPECTION PORT ON END UNITS WITHIN 3" OF FINISHED GRADE. INV. EL. 9.67 C MIN. (EXCLUD. TOP -10.2 ^, VER TOP SOIL) 2 TRENCHES 07 UNITS LONG (45.3 2,500 GALLON TWO COMPARTMENT SEP77C TANK (H-10) BY ACME-SHOREY PRECAST, OR APPROVED EQUAL 1st COMPARTMENT --1558 G4L(1500 GAL MIN.) SEP71C TANK 2nd COMPARTMENT --588 GAL STORAGE (550 GAL MIN.) '�:'`.'`':. f FGA S T {`j•_ �. - .. _ Il I 14" EFFEC. DEPTH Ei.=8.5 PROPOSEIJ ON -SITS' SEWACT I TREATMENT AND DISPOSAL SYSTEM Prepared for- Dennis & Paula McAenna Location: ,e Bass River Parkway, Yarmouth, MA L tiler & Filcox, Inc., P.P. & PLS. 8 Ciddiah Hill Rd P.O. Box 430 So. Orleans, HA., 0266.2 Bmvm by ,Tzb TK(6-08)255-831,2 Atte - November 22, 2012' sht 2 of 2 Fcaz (508) 240-2306 fob No. 11646 GENERAL NOTESVIEDFIGgIONS: 1. IT IS THE INTENT OF THESE DRAWINGS AND OBLIGATION OF THE CONTRACTOR AND ALL SUBCONTRACTORS TO MEET ALL REQUIREMENTS OF THE 2009 IRC I$ MSACHUSETTS STATE BUILDING CODE 780 CMR 8th EDMON, AND ALL OTHER APPLIGABLE CODES, STANDARDS AND REGULATIONS WHETHER SPECIFICALLY STATED IN THESE DOCUMENTS OR NOT. ANY CONFLICTS FOUND BETWEEN REGULATIONS AND THESE DOCUMENTS ARE TO BE IMMEDIATELY BROUGHT TO THE DESIGNER'S ATTENTION. 2. THE OWNER WILL PROVIDE THE BUILDING PERMIT. EACH INDIVIDUAL SUBCONTRACTOR 15 TO PROVIDE ALL ADDITIONAL PERMITS AS REQUIRED BY THE BUILDING INSPECTOR. 3. THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS HEREIN SPECIFIED WITH THE ACTUAL FIELD DIMENSIONS. THOSE DIMENSIONS INDICATED ON THE DRAWINGS ARE TO THE FACE OF THE STUD, UNLESS OTHERWISE NOTED. ANY DISCREPANCIES, UNFORESEEN OR ABNORMAL SITUATIONS WHICH MAY ARISE DURING CONSTRUCTION ARE TO BE BROUGHT TO THE DESIGNER'S IMMEDIATE ATTENTION PRIOR TO PROCEEDING WITH THE WORK. 4, DRAFFFIRE STOPPING: DRAFTSTOPPING AT ALL USABLE SPACE ABOVE OR BELOW CONCEALED SPACE MORE THAN 10005F WITH 1/2" GWB OR 3/8" MIN. WOOD PANELS. FIRE STOPPING TO BE 2" THICK NOMINAL LUMBER, 3/4" PARTICLE BOARD, 1/2" GWB, OR 1/4" GEMENT BOARD AT ALL CONGEALED SPAGES OF STUD WALLS @ CEILING AND FLOOR LEVELS, INTER CONNECTIONS BETWEEN VERTICAL $ HORIZONTAL SPAGES AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS, CONGEALED SPACES BETWEEN STAIR STRINGERS AT TOP $ BOTTOM OF RUNS, AND AT OPENINGS AROUND VENTS, PIPES DUCTS, CHIMNEYS $ FIREPLACES AT CEILING AND FLOOR LEVELS. S. ELECTRICAL CONTRACTOR TO PROVIDE 200 AMP SERVICE WITH CIRCUIT BREAKER PANEL BOARD SIZED ADEQUATELY. COORDINATE WITH HVAG CONTRACTOR FOR AG LOAD. PROVIDE SMOKE $ CARBON MONOXIDE DETECTORS PER CODE REQUIREMENTS. 6. HVAC CONTRACTOR TO PROVIDE DESIGN BUILD SERVICES. GO -ORDINATE LAYOUT WITH FRAMERS PRIOR TO FRAMING. PROVIDE EXHAUST FANS IN EACH AND EVERY BATHROOM VENTED DIRECTLY TO OUTSIDE. PROVIDE MAKE-UP/GOMBUSTION AIR PER CODE REQUIREMENTS. Z PLUMBING CONTRACTOR TO PROVIDE DESIGN BUILD SERVICES. PROVIDE BUILDING INSPECTOR WITH ANY AND ALL REQUIRED DRAWINGS, I.E.: RISER DIAGRAMS ETC. WITH PERMIT APPLICATION. SEE SITE PLAN FOR LOCATIONS OF REQUIRED TIE-INS. FOLLOW CODE $ ENGINEERED LUMBER MANUFACTURER'S GUIDELINES FOR GUTTING AND NOTCHING FRAMING MEMBERS. & IF GAS IS USED: GAS PIPING TO BE DUCTILE IRON PIPE OF SIZES AS REQUIRED. PROVIDE GAS FOR: CLOTHES DRYER, KITCHEN STOVE AND FURNACE. COORDINATE LOCATION OF GAS METER WITH GENERAL CONTRACTOR AND UTILITY COMPANY. M CN io EL= 12.3' TCP OF WALL EL= 10.75! TOP OF SLAB @ DOOR in EL=10.25' TOP OF FROST WALL M CV EL= 123 70P OF WALL @ BABBITT DESIGN 381-612/1" , 29'-0" ------ TOP OF WALL TOP OF SHELF r------------- ---------------------------- l ' ----------4---4--------------- I I j I I I I 1 I I I 1 ----------------------------------------- --------------------I I I I / �-O" X T -O" REINFORCED FOOTING I 2) #4 R -BAR, CONTINUOUS j I YPEII, 3000 PSI CONCRETE I I I I o I I I I I I j I 16-11" 2'-0" 10'-1" I I I 4'-4" 1 2 R-13 WAS R. BABBITT 60 BREED STREET LYNN, MA 01.902 781-592-9201 LEGEND EL=13.27 O SMOKE DETEGTOR L---- — , Q� SECTION DETAIL I NO. I 'I 1 JANUARY 18, 2018 2 EL= 12-77 I I I I I I L-------1 I McKENNA RESIDENCE 2 BASS RIVER PARKWAY YARMOUTH, MA SHEET TITLE: I ;I 1 I I ( L-------------------- I 1 I EL= 13.27 PROJECT #: 217433 DATE: DECEMBER 19, 2017 DRAWING #: TOP OF WALL I 13-0" j j I 1 EL= 12.77 i I I I TOP OF SHELF I INSULATION I I I I I I3'-0"I I I SLAB ON GRADE 12" R-13 XEPS 1 I I; INSULATION 1 ; I 1 4" GONG. SLAB ; I THICKEN SLAB TO 12"DEEP I I 4 MIL PLASTIC VAPOR BARRIER -0 3-10 I I I W/ 2 #4 BARS GONTINOUS —� 1 6" CRUSHED STONE I I I ( EL= 13.22 I 2 -10'1 � � I I TOP OF SLAB � I I I j j I I I I I I I I I I 16'-11" 2'-0" 14'-5' � I ; T-002° DEP GONG.°' 6'-2" FOG T N5 FOR STEPS 26'-8%" 11'-10' I I I I I 10"SONOTUBE E=OM @ 4'-0" BELOW GSADE ' I I ------------------ 104— 7'-53a 2'-101/41 I I EL= 123 30"X30"X12"DEEP W/6#4 ----i ri ------------ TOP OF WALL ---� I i f--- ------------------------------ ---- --- ---------- I BARS GONG. 1 I I I 1 I I N 1 ' 1 r --------------------------------------------I r------------- 1 r T_ I I I 1 2'-6" 9'-10" 1 I 4'-4' I I I 1 1 I I I I I I I I j j I I THIGC- N SLAB TO 12" DEEP �, W/ 2 #4 BARS GONTINOUS I I I I I 1 I I 2'-0" 1 I I I j I I EL= 13.27 ; I I I EL= 11.0' I I I I TOP OF SLAB I I TOP C=SA I I I 1 I I PITCH 3" 8'-2%" 0 0 14'-0"Xl'-0"X12" DEEP GONG. FOOTING FOR STEPS 12" SONO TUBE I GARAGE SLAB I I 1--------1------------------------------------------ I I 12" SONO TUBE 4" GONG. SLAB EL=13.22 I 1 ; I I 0.Z I I BIGFOOT BF24 FOOTING o 1 6X6W1.9NJ1.9W.W.M. TOPO=W�I ! ; I I `? mg 1 1 I 1 I I �I----I----------- — — — — i ?„'G"1 @ 4'-0" BELOW GRADE I I 6"CRUSHED STONE EL= 12.72 --------------------------- J 1 �Z 70P 0= S ___ ' I 1 EL=12.72' EL= 13.22 TOP C= Suc_= TCP C= WALL , I j I I I I 28'-6%" s-0' X T-0" RE \=OR�ED FOOTING co „ I I , (21 001�71N' IOUs I I�"%_'!, 3000 PS' GC\"RETE I I I I I I I I I 1 IL -------------------------- -----------------A L----------------� t L----------------------------------------�---- -------------------- EL= 12.3' 1 EL= 13.22 w OF WALL I 7�= C= %VALL K-1 39'-0' 12-3V 12' Lo Lo TOWN OF Y,�tRPAGUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OM IMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY jS BUILT" COMPLIANCE. DATE: -* W BUILCiTNG OFFICIAL A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION OF ki,q r1 i r s,v� Q A ap', CIF Gl�rt :i/ \���;r-•n abbitt re: sign WAS R. BABBITT 60 BREED STREET LYNN, MA 01.902 781-592-9201 LEGEND OH HEAT DETECTOR O SMOKE DETEGTOR SG SMOKE � G02 ALARM ❑F BATH EXHAUST FAN Q� SECTION DETAIL REVISIONS NO. DATE 1 JANUARY 18, 2018 2 MARCH 26, 2018 PROJECT McKENNA RESIDENCE 2 BASS RIVER PARKWAY YARMOUTH, MA SHEET TITLE: FOUNDATION PLAN SCALE: 1/4" .1'-0" PROJECT #: 217433 DATE: DECEMBER 19, 2017 DRAWING #: © BABBITT DESIGN abbitt e s i g n DOOR SCHEDULE NUMBER FINISHED OPENING DOOR TYPE D-1 Z-8' X 6-6 SOLID - S1EEI. INSULATED D-2 3-O' X 7-0' SOLID - FRONT ENTRY D-3 2 -FX 6-8' SOLID - 9 LIGHT ENTRY D-4 2-6 X 6-8' SOLID D-5 2-6 X 6-6 SOUD D-6 24 X 6-6 SOLID D-7 1'-6 X 6-8' SOLID © BABBITT DESIGN abbitt e s i g n TMAS R. MBBffT 60 BREED STREET LYNN, MA 01902 781-592-9201 LEGEND QH HEAT DETEGTOR O SMOKE DETECTOR SG SMOKE $ CO2 ALARM BATH EXHAUST FAN EP SECTION DETAIL REVISIONS NO. DATE PROJECT MGKENNA RESIDENCE 2 BASS RIVER PARKWAY YARMOUTH, MA SHEET TITLE: SECOND FLOOR PLAN SCALE: 1/4" =1'-0" PROJECT #: 217433 DATE: DECEMBER 19, 2017 DRAWING #: SOUTH STREET ELEVATION WEST VIEW BASS RIVER ELEVATION SOUTH VIEW 0 BABBITT DESIGN V SCHEDULE NG WINDOW TYPE DOUBLE HUNG - 4A LT DOUBLE HUNG - 44 LT DOUBLE HUNG - 4A IT DOUBLE HUNG -4A LT DOUBLE HUNG - 4A LT AWNING - 4 LT AWNING - 4 LT. DOUBLE HUNG - 4A LT RIDGE HEIGHT EL = 41.60' VERAGE GRADE L=11.10' 0 abbitt esign TAMS R. BABBITT 60 BREED STREET LYNN, MA 01.902 781-592-9201 LEGEND O HEAT DETECTOR GS SMOKE DETECTOR SG SMOKE ff G02 ALARM 0 BATH EXHAUST FAN QJ SECTION DETAIL REVISIONS NO. DATE PROJECT: McKENNA RESIDENCE 2 BASS RIVER PARKWAY YARMOUTH, MA SHEET TITLE: PROPOSED SOUTH WEST ELEVATIONS SCALE: 1/4° = T-0" PROJECT #: 217433 DATE: DECEMBER 19, 2017 DRAWING #: RIDGE VENT 30 YEAR ARCH ITEGTURAL ASPHALT SHINGLES -INSTALL PER MANUFACTURES' REQUIREMENTS Elm ME Iiiiiiiiiiiin No in, MIN 01 I mmm 781-592-9201 I I 1 I , I 1 r•-� L ------------ RIDGE----------- RIDGE VENT 30 YEAR ARGHI; ECTURAL ASPHALT SHINGLES -INSTALL PER MANUFACTURES' REQUIREMENTS LEAST ELEVATION •---L-----------'--------- t ------------------------------------------------ u Fd I LYNN, MA 01902 781-592-9201 LEGEND 0 BABBITT DESIGN NORTH ELEVATION RIDGE VENT VENT RIDGE I i I , t 1 1 , 1 , 1 1 ---------------------- --------------------- ------------ 12 -- -------- '---------i ;----------- i I I 12 ii i 1 I I .I 1 1 V1�3 W-3 123 ' 4G? , 1 '----- -------' 1 �J -------------------------------------------------- SCHEDULE WINDOW TYPE DOUBLE HUNG - 411 LT DOUBLE HUNG - 411 LT DOUBLE HUNG - 411 LT DOUBLE HUNG -411 L7 DOUBLE HUNG -44 LT AWNING -4 LT AWNING - 4 LT. DOUBLE HUNG - 411 LT. L. erabbitt re: s i g I TAMS R. BABBITT 60 BREED STREET LYNN, MA 01902 781-592-9201 LEGEND GH HEAT DETECTOR S SMOKE DETECTOR 5G SMOKE � G02 ALARM FF BATH EXHAUST FAN 8-� SECTION DETAIL REVISIONS Na DATE PROJECT MGKENNA RESIDENCE 2 BASS RIVER PARKWAY YARMOUTH, MA SHEET TITLE: PROPOSED NORTH EAST ELEVATIONS SCALE: 1/4" =1'-0° PROJECT #: 217433 DATE: DECEMBER 19, 2017 DRAWING #: Top Plates. Double top plates shall be provided at the top of all exterior stud walls. The double plates shall overlap at corners and at intersections with other exterior or interior loadbearing walls (See Figure 12). Double top plates shall be lap -spliced with end joints offset in accordance with the minimum requirements given in Table 6 (See Figure 13). Top Plate Figure 12. Figure 13. e..111- t e„n», Top Plate Intersection Detail Top Plate Splice Length r`''_ Splice Length Table 6. Top Plate Splice NP= Not Permitted Full Height Studs. Full height studs shall meet the same requirements as exterior wall studs selected in Table 5 (See page 12). The minimum number of full height studs at each end of the header shall not be less than half the number of studs replaced by the opening, in accordance with Table 9. Full height studs shall be permitted to replace an equivalent number of jack studs, when adequate gravity connections Full Height are provided. Stud 17, Window Sill Plates. Maximum spans for window sill plates used in exterior walls shall not exceed the spans given in Table 9. C Connections around Wall Openings. ❑ Header and/or Girder to Stud Connections. Headers and/or girder to stud connections shall be in accordance with the requirements given in Table 9. Window sill plate to stud connections shall be in accordance with the requirements given in Table 9. ❑ Top and Bottom Plate to Full Height Studs. Each full height stud shall be connected in accordance with the requirements given in Table 9. Table 9. Wall Openings - Headers in Loadbearing Walls Plate Uplift Strap a Refer to Table 7 or 8 i7 bop 14 or 151 Header Uplift Strap Refer to Table 9 Figure 17. Studs and Headers Around Wall Openings NOTE: ADD 5% TO WALLS W[TH HEADER HEIGHTS ABOVE 6-8" Table 11. Percentage of Full -Height Sheathing in Maximum Building Dimension (L) l r 7/16" 1 1/2" 25/32" 8d 8d 8d 8d 8d k !Common Common Common I Roofing I Roofing Edge Nail Spacing 6" o.c. 4" o.c. 3' O.C. I 3" o.c. 3" o.c. Hold Downs Field Nail Spacing 12" o.c, 12" o.c. 12" o.c. 6" o.c. 6" o.c. (See details) Bottom Plate -to -Floor 436 plf 590 plf 730 pif , 225 pif 275 plf Shear Connection/ft.)(3 / ft.) (3 / ft.) (4 // ftp) ;� (2 / ft.) (2 16d Common Nails Hold Down Capacity 4,360 Ib. 5,900 lb. 7,300 Ib. 2,250 lb. 2,750 lb. BuildingAspect Ratio4. ,/1 tadaaua ;u 1.00 33% 25% 210 55 1 48% Roof and Ceiling 1.25 27% 21% 17% 47% 40% 1.50 23% 18% 15% 41% 35% 1.75 20% 15% 13% 36% 30% I 2.00 18% 14% 11% 32% 27% 2.25 16% 12% 10% 29% 24% 2.50 15% 11% 9% 27% 22% SSW \`•. L Y 2.75 13% 10% 8% 24% 20% 3.00 12% 9% 8% 23% 19% 1.00 63% 51% 43% 95% Ij 85% Roof, Ceiling, and One Floor 1.25 54% 43% 36% 84% 74% 1.50 47°l0 37% 31 % 75% 66% 1.75 42% 33% 27% 68% 59% 2.00 38% 29% 24% 62% I 54% 2.25 34% 26% 22% 57% I 49% �wy L. 2.50 31% 24% 20% 53% 1 45% 2.75 29% 22% 18% 49% 42% 3.00 27% 20% 1 17% 46% 39% NP= Not Permitted Hold Down Figure 18b. Comer Stud Hold Down Detail - 4 Studs n nA n�ITT r1CM/�A� -18d Common Nails t all o.c. FRAMING NOTSSPECIAGMIONS: A. ALL FRAMING STOCK TO BE SPF NO.2 AND BTR. F13=1100, E_-1.4. B. USE 2X6 STUDS (16" OG) AT EXTERIOR WALLS AND PLATES � 2X4 STUDS (16" OG) AT INTERIOR WALLS AND PLATES UNLESS NOTED OTHERWISE. C. SILL PLATES, MINIMUM 2 - 2X6 SHALL BE PT, WITH 5/8 X 12" ANCHOR BOLTS AT 4'-0" MAXIMUM O.G. GAST INTO CONCRETE FOUNDATION, MAXIMUM 12" FROM ALL CORNERS. USE 3" X 3" X 1/4" PLATE WAHERS. R PROVIDE DOUBLE FLOOR JOISTS UNDER ALL BEARING WALLS THAT ARE PARALLEL WITH FRAMING, COORDINATE WITH HVAC AND PLUMBING REQUIREMENTS. E. ALL CONCRETE SHALL BE 3,000 PSI AT 28 DAYS WITH 3/4" STONE AT WALLS AND FOOTINGS AND 3,500 PSI W/ PEASTONE IN SLABS. INSTALL THE MINIMUM REINFORCING AS CALLED FOR IN THESE DOCUMENTS AND ALL ADDITIONAL REBAR AS MAY BE REQUIRED BY THE STATE BUILDING CODE AND GOOD CONSTRUCTION PRACTICE. F. ALL EXTERIOR DECK FRAMING SHALL BE SYP NO.2 AND BTR WITH FACTORY PRESSURE TREATMENT. G ALL EXTERIOR LEDGERS SHALL BE ANCHORED TO BUILDING WITH EXTERIOR GRADE 3 5/8" TIMBERLOK BOLTS @ 16" O.C. H. ALL EXTERIOR POSTS SHALL HAVE GALV. POST ANCHOR AT CONCRETE CON NEGTION. L SIDEWALL SHEATHING SHALL BE 1/2" ZIP SYSTEM@ WALL SHEATHING - TAPE ALL JOINTS. J. ROOF SHEATHING SHALL BE 5/8" ZIP SYSTEM@ ROOF SHEATHING - TAPE ALL JOINTS. K. SUBFLOORING SHALL BE 3/4" TSG PLYWOOD OR OSB. L. ALL NAILING SHALL BE PER 2009 IRC $ MASSACHUSETTS STATE BUILDING CODE - EIGHTH EDITION. Table 2. General Nailing Schedule 'K+r""^+';cam"'" 6 iF ""4"a'J i` r it j5 v � _, Roof Framing Blocking to Rafter (Toe -nailed) I 2 8d 2-10d each end Rim Board to Rafter (End nailed) 2-16d 3-1 ed each end Wall Framing 3" o.c. 3" o.c. Field Nail Spacing 12" o.c. Top Plates at Intersections (Face -nailed) 4-16d 5-16d at joints Stud to Stud (Face -nailed) 2-16d 2-16d 24" o.c. Header to Header (Face -nailed) led led 16" o.c. along edges . Floor iraming i 2,750 Ib. -....... i Joist to Sill, Top Plate or Girder (Toe -nailed) (Fig. 14) 4- 8d 4-10d per joist Blocking to Joist (Toe -nailed) 2- 8d 2-1od each end Blocking to Sill or Top Plate (Toe -nailed) 3-16d 4-16d each block Ledger Strip to Beam or Girder (Face -nailed) 3-16d I 4-16d j each joist Joist on Ledger to Beam (Toe -nailed) ! 3- 8d 3-10d per joist Band Joist to Joist (End -nailed) (Fig. 14) 3-16d 4-16d per joist Band Joist to Sill or Top Plate (Toe -nailed) (Fig. 14) 2-16d 3-16d i per foot Roof Sheathing 1.50 82% 68% 59% NP NP 1.75 89% 75% 65% NP Wood Structural Panels 2.00 960/0 81% 71% NP NP 2.25 NP 87% 77% NP rafters or trusses spaced up to 16" o.c. 8d 10d 6" edge/ 6" field rafters or trusses spaced over 16" o.c. 8d tod 4" edge / 4" field gable endwall rake or rake truss w/o gable overhang 8d 10d 6" edge/ 6" field gable endwall rake or rake truss w/ structural 8d 1od 6" edge / 6" field outlookers gable endwall rake or rake truss w/ lookout blocks 8d 10d 4" edge / 4 field Ceiling Sheathing I i Gypsum Wallboard ( 5d coolers 7" edge/ 10' field ;Wall Sheathing Wood Structural Panels studs spaced up to 24" o.c. I 8d tOd 6" edge / 12" field 1/2" and 25/32" Fiberboard Panels 8d1 - 3" edge / 6" field 1/2" Gypsum Wallboard I 5d coolers I - j 7" edge / 10" field Floor Sheathing v Wood Structural Panels 1" or less 8d 10d 6" edge / 12" field greater than 1" 10d ted 6" edge / 6" field 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements. Nails. Unless otherwise stated, sizes given for nails are common wire sizes. Box and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. NOTE ADD 5% TO WALLS WITH HEADER HEIGHTS ABOVE 6-8' Table 10. Percentage of Full -Height Sheathing in Minimum Building Dimension (W) �_ Hold Downs (See details) I 8d Common 7/16" ...1 ^ 1/2 25/32" �. 8d Common 8d Common 8d Roofing 8d Roofing_ Edge Nail Spacing 6" o.c. 4" o.c. 3' O.C. 3" o.c. 3" o.c. Field Nail Spacing 12" o.c. 12" o.c. 12" o.c. 6" o.c. 6' o.c. Bottom Plate -to -Frame 436 plf Shear Connection (3 / ft.) (16d Common Nails) 590 plf (3 / ft.) 730 pif (4 / ft.) 225 pif (2 / ft.) 275 pif (2 / ft.) Hold Down Capacity 4,360 Ib. 5,900 lb. 7,300 Ib. 2,250 lb. zrz �+ i 2,750 Ib. -....... Roof and Ceiling 1,1' i , ' L � Building Aspect Ratioaa 1.00 ii,ij u 33% 25% 21% Ij 55% i 48% 1.25 39% 31% 26% 65% 560.6 1.50 46% 36% 30% 73% 64% 1.75 51% 41% 34% 80% 71% 2.00 57% 45% 38% 87% 2.00 77% 2.25 61% 49% 42% 92% 83% 2.50 66% 53% 46% 98% 88% 2.75 70% 57% 49% NP 93% 3.00 74% 61% 52% _ Lja 97% Roof, Ceiling, and One Floor Q"�-'L 1.00 63% 51% 43% 95% 1 85% 1.25 73% 60% 52% 74i5 96% 1.50 82% 68% 59% NP NP 1.75 89% 75% 65% NP NP 2.00 960/0 81% 71% NP NP 2.25 NP 87% 77% NP NP 2.50 NP 92% 82% NP NP 2.75 NP 97% 87% NP NP 3.00 NP NP 91% 1 NP I NP NP= Not Permitted Blocidng at 24" o.c. Hold Down Figure 18a. Corner Stud Hold Down Detail - 3 Studs with Blow Blocldng at 24" o.c. 2 -18d Common Nails at 10" o.c. PT 4X4 PT 4 FRAMING NOTESlSPEGFICATiONS GONT.: M. INSTALL HURRIGANE STRAPS AT ALL ROOF RAFTERS AND JOIST HANGERS AT ALL FLUSH FRAME CONDITIONS. N. SIDING SHALL BE CEDAR CLAPBOARD OR CEDAR SHINGLES INSTALLED OVER TYVEK PAPER, 7 FLASH @ ALL HORIZONTAL CONDITIONS. 0. ROOFING SHINGLES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE ICE AND WATER SHIELD AT EAVES AND VALLEYS. STEP FLASH @ ALL CHEEK WALL CONDITIONS $ ROLL FLASH @ HORIZONTAL CONDITIONS. P- PROVIDE ALL NECESSARY FIRE STOPS AT ALL REQUIRED LOCATIONS. BLOCK $ POST SOLID AT ALL CONCENTRATED LOAD POINTS DOWN TO FOUNDATION OR BEAM BELOW. (sl.. HEADER SIZES PER CODE (MINIMUM) AND AS NOTED. REVIEW ALL OTHER SPECIAL AND UNFORESEEN FIELD CONDITIONS WITH THE DESIGNER PRIOR TO PROCEEDING. R. EXTERIOR TRIM, CORNER BDS., BRAKE BOARDS, FASCIAS AND FRIEZES SHALL BE 5/4 STOCK. FLASH AT ALL HORIZONTAL LOCATIONS. 5 USE HOT DIPPED GALVANIZED NAILS FOR ALL AND STRUCTURAL FRAMING. USE STAINLESS FOR ALL DECKING, RAILS AND TRELLIS i£ EXTERIOR TRIM. T INSTALL ALL AJS JOISTS PER MANUFACTURER'S REQUIREMENTS. I I p I I I I I I j I I 9 i I ----------------------------------------------------------- (-----------------------------------------! { I f I I rI r j I I ( i I1 I " I I I i I i C (3) Pr 2X10 BEAM -SET ON SONO TUBES It AJGN TOP WITH DECK FRAMING C3) Pr 2X10 BEAM -SET ON SONO TUBES It AJGN TOP WITH DECK FRAMING OF S s� C) U\ NOTES:/IL ALL BEAMS TO BE FLUSH FRAMED UNLESS NOTED OTHERWISE. -JOIST HANGERS REQUIRED AT ALL FLUSH FRAMED CONDITIONS. i?abbitt ce s i g n TAMS R. BABBIITT 60 BREED STREET LYNN, MA 01.902 781-592-9201 REVISIONS NO. DATE 1 JANUARY 18, 2018 2 MARCH 26, 2018 I I I t SHEET TITLE: FiRST FLOOR FRAMING PLAN SGALE: 1/4" =1'-0" !I I F { 3 i I s� I i i i f I 1 I I I i I I I ' ' I I I i p I t E I �I ! B I I t i �i 4 I i I I i I i E I I I -J I' (3) Pr 2X10 BEAM -SET ON SONO TUBES It AJGN TOP WITH DECK FRAMING C3) Pr 2X10 BEAM -SET ON SONO TUBES It AJGN TOP WITH DECK FRAMING OF S s� C) U\ NOTES:/IL ALL BEAMS TO BE FLUSH FRAMED UNLESS NOTED OTHERWISE. -JOIST HANGERS REQUIRED AT ALL FLUSH FRAMED CONDITIONS. i?abbitt ce s i g n TAMS R. BABBIITT 60 BREED STREET LYNN, MA 01.902 781-592-9201 REVISIONS NO. DATE 1 JANUARY 18, 2018 2 MARCH 26, 2018 PROJECT McKENNA RESIDENCE 2 BASS RIVER PARKWAY YARMOUTH, MA SHEET TITLE: FiRST FLOOR FRAMING PLAN SGALE: 1/4" =1'-0" PROJECT #: 217433 DATE: DECEMBER 19, 2017 DRAWING #: 401 �^Iin i U ..�i `:'t UR!,L erabbitt ce s i g n TAMS R. BABBITT 60 BREED STREET LYNN, MA 01902 781-592-9201 REVISIONS NO. DATE PROJECT MGKENNA RESIDENGE 2 BASS RIVER PARKWAY YARMOUTH, MA SHEET TITLE: SECOND FLOOR FRAMING PLAN SCALE: 1/4" = T-0" PROJECT #: 217433 DATE: DECEMBER 19, 2017 NOTES: DRAWING #: ALL FLOOR JOISTS ARE BOISE CASCADE - UNLESS NOTED OTHERWISE. ALL BEAMS TO BE FLUSH FRAMED UNLESS NOTED OTHERWISE. -POST ALL CONCENTRATED LOADS DOWN TO FOUNDATION OR BEAM BELOW. 7 -JOIST HANGERS REQUIRED AT ALL FLUSH FRAMED CONDITIONS. won 0 BABBITT DESIGN 2_X4 7 -- TE ENDS OF J015370 RAFTERS _ % I A --I I I ---I 0)131'X9V7XBEAM --- --- --- --- ........ (3)2X4 -- 3)2X4 I @BABBITT DESIGN 13W X le X BEAM 4X6 TIE ENDS OF JO ST5 TO RAFTERS wsolvo.c. 4A2 PffCH abbitt cesig n TAMS R. BABBITT 60 BREED STREET LYNN, MA 01902 781-592-9201 REVISIONS NO. I DATE I PROJECT McKENNA RESIDENCE 2 BASS RIVER PARKWAY YARMOUTH, MA SHEET TITLE: CEILING FRAMING PLAN SCALE. 14 =1_0 , t_7 PROJECT #: 217433 DATE: DECEMBER 1-9,2017 NOTES: 1 1 AJ DRAWING #: ALL FLOOR J015TS ARE NO 016' O.C. - UNLESS NOTED OTHERWISE. ALL BEAMS TO BE FLUSH FRAMED UNLESS NOTED OTHERWISE. -POST ALL CONCENTRATED LOADS DOWN TO FOUNDATION OR BEAM BELOW. -JOIST HANGERS REQUIRED AT ALL FLUSH FRAMED CONDITIONS. A Now II 13W X le X BEAM 4X6 TIE ENDS OF JO ST5 TO RAFTERS wsolvo.c. 4A2 PffCH abbitt cesig n TAMS R. BABBITT 60 BREED STREET LYNN, MA 01902 781-592-9201 REVISIONS NO. I DATE I PROJECT McKENNA RESIDENCE 2 BASS RIVER PARKWAY YARMOUTH, MA SHEET TITLE: CEILING FRAMING PLAN SCALE. 14 =1_0 , t_7 PROJECT #: 217433 DATE: DECEMBER 1-9,2017 NOTES: 1 1 AJ DRAWING #: ALL FLOOR J015TS ARE NO 016' O.C. - UNLESS NOTED OTHERWISE. ALL BEAMS TO BE FLUSH FRAMED UNLESS NOTED OTHERWISE. -POST ALL CONCENTRATED LOADS DOWN TO FOUNDATION OR BEAM BELOW. -JOIST HANGERS REQUIRED AT ALL FLUSH FRAMED CONDITIONS. A Now abbitt esign TAMS R. MB1/ffT 60 BREED STREET LYNN, MA 01902 781-392-9201 � REVISIONS N0. I DATE PROJECT McKENNA RESIDENCE 2 BAS5 RIVER PARKWAY YARMOUTH, MA SHEET TITLE: ROOF FRAMING PLAN SCALE: 1/4" =1'-0" PROJECT #: 217433 rcAL { ` l 7co t DATE: DECEMBER 19, 2017 CONAL DRAWING #: NOTES: -ALL RAFTERS ARE NOS 0160G. - UNLE55 NOTED OTHERWISE. TRAGK ALL POSTS DOWN TO FOUNDATION OR BEAM BELOW. -FLUSH FRAME ALL BEAMS UNLE55 OTHERWISE NOTED. gees ©BABBITT DESIGN DOOR TO ROOF DECK DETAIL 1,) ) SCALE: 1/2" =1'-0" 2X10 ROOF DECK FRAMING '4X4 POST )NNGET POS TO ROOF WITH GA_V. POST 4SE - COVER W/ RUBBER MEMBRANE �� SHIP LADDER TO ROOF DECK DETAIL SCALE: 1/2" = T-0" 0 BABBITT DESIGN 0 M 0 1'. �� ROOF PLATE SECTION DETAIL D SCALE: 34' =1'-0" 12 �7 2X10 JOISTS @ 16" O.G. W/ R-38 INSILATION ROOF PLATE ) Ul )UL ) L , 0 co — 2ND S....R----- s 0 20 FLOOR PLATE --- 15T SUBFLOOR EL =13.40' TOP OF SLAB_' EL =13.22' 1' 30 YEAR ARCHITECTURAL ASPHALT SHINGLES -INSTALL PER MAN UFAGTURES' REQUIREMENTS 5/8" ZIP SYSTEMS ROOF SHEATHING - TAPE AL JOINTS 2X10 ROOF RAFTERS @ 16" O.G. W/ R-38 INSULATION ff AIR BAFFLE SIMPSON H3 HURRICANE TIES @ ALL ROOF PLATES 3IGE e WATER SHIELD AT ALL EAVES, RAKES e VALLEYS -DRIP EDGE -ALUM. GUTTER -1X8 FASCIA -1X SOFFIT W/ DONT. VENT 30 YEAR ARCHITECTURAL ASPHALT SHI NGLES -INSTALL PER MAN UFAGTURES REQUIREMENTS 5/8" ZIP SYSTEMS ROOF SHEATHING - TAPE ALL JOINTS 2X10 ROOF RAFTERS @ 16" O.G. SIMP50N H3 HURRICANE TIES @ ALL ROOF PLATES 3' 1GE � WATER SHIELD AT ALL EAVES, RAKES ff VALLEYS -DRIP EDGE -ALUM. GUTTER -1X8 FASCIA -1X SOFFIT W/ GOVT. VENT _2X65 @ 16" O.G. W/ R-21 BATT IN5ULATION,1/2° ZIP SYSTEM® WALL SHEATHING - TAPE ALL JOINTS _91/2' AJS-190'5 JOISTS @ 16" G.G. THIS AREA -SEE FLOOR FRAMING PLANS FOR OTHER AREAS A)2TYPIGAL EXTE SGALE: 314:'= T -O" RIOR WALL SECTION .DAR SHINGLE SIDING (65 @ 16" O.G. W/ R-21 BATT INSULATION, 1/2" ZIP 0EMS WALL SHEATHING - TAPE ALL JOINTS 4" GDX TSG SUBFLOOR, GLUED � NAILED - TYP K4 SLEEPERS @ 16" O.G. RAMSET INTO SLAB ?) PT 2X6 SILL W/ SILL GASKET "GONG. SLAB /8" DIA X 12" ANGHOR BOLT W/ 3'X3"Xl/4' PLATE WASHER T 4'-0" O.G. MIN. (2 PER SILL)12" FROM ENDS MAX. 0" POURED GONG. FOUNDATION WALL 3ITUMINOU5 DAMPPROOFING 24" X 12" CONT. FOOTING N1245 REBAR � 2X4 KEYWAY s Np v" v .357H / 6 r'41S_ ON L 1 abbitt re: sign TAMS R. WBCtT 60 BREED STREET LYNN, MA 01902 781-592-9201 LEGEND O HEAT DETECTOR 1 SMOKE DETECTOR SG SMOKE � G02 ALARM ❑F BATH EXHAUST FAN SECTION DETAIL REVISIONS N0. DATE 1 JANUARY 18, 2018 2 MARCH 26, 2018 PROJEGT: McKENNA RESIDENCE 2 BASS RIVER PARKWAY YARMOUTH, MA SHEET TITLE: SEGTION DETAILS A, B,Go$D SGALE: AS NOTED PROJEGT #: 217433 DATE: DEGEMBER 19, 2017 DRAWING #: A wow 10