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Home My WebLink About29 Lewis Bay Boulevard - Unit 3 - TND Hanmer Cover SheetSHEET INDEX SHEET NO. DESCRIPTION JACK STUD TO SOLE PLATE SCALE: NONE L= 1'-0" TO 4'-0" (1) LSTA 9 (1) SPe L= 4'-1" TO 6'-0" (2) LSTA 9 (2) Sk* L= 6'-1" TO 8'-0" (2) LSTA 12 (2) SP4:-"- GENERAL STRUCTURAL NOTES: 1, ALL CON5fFUCT10N 15 TO BE IN ACCORDANCE WITH THE MA55ACHU5ETT5 5TATE BUILPING COPE FOF ONE- ANP TWO- FAMILY PWELLIN65, EIGHTH EDITION ( 780 CMF'), ANP ALL AMENPMENT5, WHICH 15 BA5EP ON THE 2009 INTEMNATIONAL M5VENTIAL COPE, 2, THE WINI2 IZ516N CPITE0A FDP, THI5 BUILDING 15 IN ACCO?PANCE WITH AMEFICAN FOFE5f AND FADER A550CIAT10N ( M&pA) , "WOOp FP,AME CON5TFUC110N MANL IAL FOP: ONE- AND TWO- FAMILY MLLIN65 (WFCM) ,AND TIf "MINUMUM PE516N LOA05 FOF BUILDINGS AND MF 5TF.UCTURE5 (A5CF7-05) , THE 13A51C WIND 5PEEP FOF THF PE5161\1 OF TH15 5TFUCTUFE 15110 MILE5 FEF HOU\ WITH EXPO5UFE CATEGORY ' C' , 3, THE CONTFACTOF 15 FE5PON5IBLF FOP, CONTACTING THE LOCAL BUILDING OFFICIAL FOF THE 5TFUCTURAL FRAMING IN5PECT10N(5) , IF THE 13UILPINCA OFFICIAL MoUIP,E5 THAT 1HE IN5PECTION(5) BE COMPLETED BY THE ENGINEER OF MECOFP, THE CONTP.A fg 5H&I CONTACT THE ENGINEER OF PECOPP 24 HOW5 POOF TO THE WE WHEN THE INSFECTION(5) 15 TO BE pEFFOFMEP, THE CONTFACTOF 51 -ALL IN5UP,E THAT ALL STF.UCTLpAI- MFMBEF5 ANP CONNEC110N5 AIS VI5113LE FOP, IN5PECT10N IF DUPING THE W5MC110N, ANY POP,110N OF THE 5TFUCTUFE 15 PEEMEP NOT" V151BLE OF 15 INACCE550ALE FOP IN5PECIION, FINAL APFROVAL OF THE ENTIM 50CTUPE WILL NOf BE GIVEN UN11L THI5 CON12111oN 15 CORFECTEP AT TIf CONT FACTOF'5 EXPEN5E, 4, ALL W00P CON5VUCT10NI CONNECTOF5 A5 5PECIFIEP ON THE5E CON5VUCTION 12OCUMFNf5 TO BE 51MP50N 5TFON6-TIE IN ACCOP,PANCE WITH CATALOG C-2011 If 15 THE FE5pON5It3ILITY OF THE CONTFACTOF TO IN5TALL ALL CONNECTOPS IN ACCOPPANCF WITH MANUFACTUFEF' 5 5PECIF ICAT10N5 5, ALL ENONEEM t? LUMBER PPOPUCf5 TO BF ILFVFL TP.LIS J015T (OP EQUAL) IN5TALLEP IN ACCOPPANCE WITH MANUFACTUPER' 5 5PFCIFICAT10N5, ROOF FRAMING CONNECTIONS: 1, ATTACH OPP05INCA FAFTEP5 AT THE P,11?a OVEF TW TOP OF THE FI126E WITH (1) L5fA 18 SN51ON 5I PAP AT 16" O,C,. 51M TO BE IWA,10 OVEP FOOT SHEATN,IVG INTO ,MTEF5 W/ IOd COMMON NAIL5 TO FAF EF5 2, ATTACH THE ENP OF EACH FAFTEF/ M55 TO THE POUBLE fop FLATS Cr TK EXTERIOR WALL WITH (1) H2, 5A CONNECTOR, CONNECTOP, TO BE APPLIED PNZ�ICTLY TO 2X fOP PLATE5 ON OUf5IPE FACE OF WALL, ALTERNATE; U5E (1) H2A \FOM EVERY f2APTEP, TO WALL 5fUP BELOW, f5p CONNECTOR PEP, NOTE '1', "WALL FRAMING UpLIFf CONNECTIONS", I5 NOT MQUIFEP WHEN U51NG (I) H2A AT EVERY FA K- 5, BLOCKING TO BE FMOVVEP MOVE THE DOUBLE for PLATE OF THE EXl IOM Vti'ALL Af fl E POO\ WITH ROOF 5HEAfHING NAILED TO THE BLOCKING AT 6" O,C. PFOVIPE 'V' NOTCH IN BLOCKING TO FFOVIDE APFQUAt VENTILATION A5 MQUIFER BLOCKING TO BE AffACHEP PIMCTLY fO DOUBLE TOP FLATS OF THE EXTF09 WALL W/ (1) FBC CONNECfOM FLOOR FRAMING CONNECTIONS: 1. PFOVIPF 31/ 2" WIPE FAFAI.LAM P5L5 UNPEF ALL INTEOO\ FIRST FLOOR 51-EAFWA'15 WHEN THE 5HEA\WALL 15 PAPAELEL TO 1HE FLOOR J015f FMVII A DIMECION, PPOVIPE (2) I 2�" WIPE LVL5 UNPEF SECOND FLOOR ANP Af11C 5HFAFWALL5 WHEN PAP.ALLFL TO THE FLOOR FPAMING PIFECTION, IF C516 COIL 5TM5 AP,E 5PFCIFIE9 A5 HOLPPOWN5 AT THE ENP OF THE 5' IEAI?WALL, WF THF 5TF,AP(5) AFOUNP 11 -IF (2) 1211 WIPE LVL5, ANP PFOVIPF HALF OF THE TOTAL NUMBFP OF NAIL5 5FECIFIE12 INFO THE LVL5, 2, PFOVIPE 51/ 2" WII2E PARALLAM F5L MOCKIN6 OF (2) 1 WIM M, BLOCKING UNPFF FIR5f ANP 5ECONP FLOOR ANP ATTIC 5HEARWALL5 WHEN J0155 VE PEPPENPICUILM TO 5HFARWLL5, 3, AffACH' TIE DOUBLE fop PLATE OF THE NP,5f / 5ECON12 FLOOF EXTERIOR WALL TO NP/ AfTIC FLOOF FIM BOARD WITH (1) LfPS CONNFCTOF AT 24" O.C. OF ({I� IOJ fa NAIL5 PEF 12", W/ (2) Ii M �� 29 L W15 PAY PLVP W. YAP\,,MOUV, MA GENERAL STRUCTURAL NOTES :(CONT'D) WALL FRAMING UPLIFT CONNECTIONS: I, ATTACH EXSrIOF WALL 5TUt75 f0 THE POUDLE TOP PLATE AT THE POOF WITH (1) f5P CONNFCTOP AT 52" O,C, PPOVIPE (9) - IOd x IY2 NAIL5 TO THE STUD ANP (6) - IOd NAIL5 fO Tff POUP3 E fOP PLATS, COt1NECfa TO M APPLIED PIPECTLY TO 2X FRAMING, NOTE: NOT PFQUIREP WHEN USING H2A CONNECTOR PER NOTE '2', "POOF FRAMING CONNEC1ION5" 2, EXTERIOR WALL 5TUP5 ON 5ECOW FLOOR TO DE ATfACWr2 TO 5fU15 ON THE FIPST FLOOR ACPO55 SECOND FLOOR RIM (30ARP W/ (1) C5 I6 COIL 5fm W/ (14) IOd NA15 (7 M!5 AT EACH END OF STRAP) WV A 5fW CUT LENGTH OF 18" + THE GEAR 5PAN ACP055 RIM f30ART7, 5TP.AP5 fO DE 5PACSP Af 52" O.C, (EVERY OV -,p 5-11V). 57M 15 NOf REQUIRED Af 51 VPNALL HOLPPOWN LOCATION5, C516 COIL 5TM5 fO BF APPLIED OVER PLYWOOD 5HEAfNWG, 5, EXTERIOR WALL 5TUP5 ON fif 5ECONP FL00P THAT ARE APOVE DEAM5 IN"FLOOD FRAMING SHALL pf A'fAC�EP fO fHE BEAM WV (1) Lf512 M15T 5TPp1' Af 16" O,C, (CUf SMALL SLOE IN FLOOF 5 fATHING FOP 5TVP) , 5TPAP 15 APFLIEP VFECTLY fO 2X FFAMIN6, 4, ATTACH FIP5T FL00P 5TUP TO RIM DOAW WITH (1) C516 5fRAP Af 52" 0,6. AND PPOVIM (6) IOd N&5 f0 5TUP AND (6) IOd NAIL5 TO PIM BOAPP, ATTACH FIM BOADP TO FOUWATION SILL FLATS WITH (1) t75P CONNECfa PSP 52" O.C. 5, CONNFCTION5 FOF WALL OPENING ELSMENf5 (PEFEP TO MfAIL 2-Wr) HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE SCALE: NONE L= 1'-0" TO 4'-0" (1) LSTA 9 (1) SPe L= 4'-1" TO 6'-0" (2) LSTA 9 (2) Sk* L= 6'-1" TO 8'-0" (2) LSTA 12 (2) SP4:-"- L= 8'-1" TO 10'-0" (2) LSTA 15 (2) SPH6"- *ALTERNATE : fit CONNFCTOF 5HOWN FOP TIE JACK 5fU9 fO SOLE PLAT: CAN DE SUB5T1 Uf P WN THE 5AME CONNECTOR 5HOWN FOP THE JACK 5TUP f0 I EADEP, AffACH CONNECfOP W fH Hti F CF it'E DEOAMP NAIL5 fO THE JACK 5TUP AND HALF OF TIE PEQUIRSP NAIL5 fO TrE FOUNPA110N RIMDOADP, CONNECTOP TO DE ATTACHED PIIECTLY fO 2X FFAMING AND OMDOARP, ALTSRNATE CAN NO`r PE USFP WN 50LE PLATE 15 ATTACHEP PIFSCILY TO FOUNDATION STEM WALL OP CONCRES SLAP, NOTE: A, IfAOEP5 FOP P00P5 ANP WINDOWS TO HAVE (1) H8 CONNECTOP Af THE TOP ANP DOTfOM OF ALL CRIPP�F 5TI.175, P. HSAPE95 4'-1" ANP LAUF D OUM (2) JACK 5TUP5 AT EACH ENP OF THE HEADED, C, PROVIDE (1) A25 GIP ON a TOP OF ALL EADEP5 Af EACH ENP OF DEADER fO TIE KING STUD APYA' 5W fO THE OPENING, P. PROVIDE (U 55F FPOM EACH KING 5TUP f0 DOUBLE for PLATE OF THE WALL,1%ITH (5) IOd N&5 TO POUR E TOP FLA1'E ANP (4) -IOd NAIL5 TO KING 5TUP, FOD 5ECCHP FLOOR HEADFP5, ROMPE (1) C516 FFOM EACH KING 5TUP A,CE055 Tf'E PIM BOARD fO A 5TUP IN THE FIP5T FLOOP WALL PrM. FOP C516 5frAF 51ZE REFEP TO NOTE 112" MOW. FOP FIP5f FL00P HSADFF5 PROMPE (I) C516 FPOM EACH KING 5TUP TO fHE FiP5T F,00P FIM POAPP, FOP C516 5TFAP 51ZE PFFEP TO NOTE "4" A130W. E. KN6 5T19 TO PIMDOWP12 CONNE01ON 5PECIFIEP IN NOTE 'P' APOVE 15 NOT PEOJ T19 N.1tDS A 5H:APWALL HOI.POWN 15 AvJACENf TO ilf OPENIN6. F, 51LL5 FOR OPENING5 LE55 TKAN 4'-0" VAP\ PEQUIRS (1) A25 CLIP Af llf DOffohl GF Tit 5ILL PLATE fO fHE KING 5TUP Af EACH ENP OF THP SILL PLATE, FOF OPENINGS 4'-0" pN7 LARGSP, FDOVIPS (2) A25 GIP5 Af EACH ENP OF ITE 51LL PLATE, ( ONE ON"fOF ANP ONE a2 frig PXfOM OF f -E SILL FLATS) SHEARWALL SCHEDULE: WALLTYPE SCHEDULE: 2L15/2" P�YA'OOD - (EI26E5 BLOCKED) 8d COIAM,ON Op 6ALVANIZEt7 BOX NAIL5 @ 6"O,C, EO6E5 ANP 12" O.C, FIGLP, A21%2" Fyl^NOOr? - (EP6E5 BLOCKED)) 8d Col'BoN, OF, G.A.VANIZEP BOX NAIL5 CO 3" OL, E126F5 ANP 12" O,C, FIELD, �%2" F;YNOOD - (EP6E5 BLOCKED) 8d CO3`AMON Op GALVANIZED BOX NAIL5 @ 2" O.C. F196E5 AND 12" O.C. FIELD, FRAMING AT AOJOININ6 PANEL EP6E5 SMALL BE !)" No..VIVAL OF WPER ANP NAv115 51-IALL BE 596aE 1-12, NOTE: FOF PLYWOOD 51 -IM WALL TM5 I, 2, AND 3 L15TEP ABOVE, 8d COMMON X GAr VAN! P BOX NAIL5 - (013d x 212") . GUN NAIL5 MATCHING frE W11 PIA'VETER AVD LENGTH MAY BE U5EP A5 A 50511TUTE, SOLE PLATE CONNECTION SCHEDULE CONNECTION TO FLOOR RIM BOARD WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD Q (3) - 16d COMMON NAILS PER 1611 . Q (4) - 16d COMMON NAILS PER 161f . A,, (3) - SIMPSON SDS25312 (Ya" x 3Y2") WOOD SCREWS PER 16". CONNECTION TO CONCRETE FOUNDATION FOUNDATION SILL PLATE CONNECTION TO CONCRETE ANGrOK' ALTS AT 32" 0,C,, NOTE : ANG"0? 00LT5 Pfff- ENGED AOW ff TO 0P ?" PlAmErE' A30'/ STff - ANGeO,? 00LT5 VIITl1 �" x 3" x YLATF WA5tlER5 WlTtl �" r1/NU7i /M Fr`10EDl7Fl r l k'r0 G0!dGrf rf. SHEARWALL CONSTRUCTION_ : 54',A L5 TO DAVE PO,F3LE fop PLATE5 PND DOUBLE 2X 5TUP5 AT EACH ENi Or- THE'V1AU„ 2, FPS NAI', DJ -P E TOP PLA, �5 W/ 16d NAIL5 AT 16" O,C, U5E (12) -16d NAIL5 A; SAO' 510E O' LAG 92,11 E5 IN TOF PLATE5, SPLICE LENGTH TO BE A MINIMUM OF �' N-11 INC, Fm ri t' O\A P 5! AmALL5 f0 BE CMI MEED ABOVE ANO BELOW ALL 4, ATTACH PO E 2X 51LG5 ANP BUILT -UPC OWN 5TUP5 AT 5HEAP.WALL EN195 WITH (2) 16d NA: 5 ,h' 6" O.C. FOF ATTIC/ 5FCON9 FLOOR 5-r-,ffWALL5 ANP (2) 16d NA" 5 Alf 4" O.C. STA P FOF FIR5f FLOOR 9"FAWALL5, 5. FE�ER f0;,,o vj2O'A".J 5C; FPLLE FOF TIE POVJ45 AT 9f/4V\ ALL ENP5, SHEARWALL HOLDDOWN SCHEDULE: SECOND FLOOR AND INTERIOR HOLDDOWNS : n (1) - C516 COL STRAP W/ (20) 8d ( 0,151 x 2y" LONG) N.AL5 WITH STRAP AFFL- ? 171F�CTLY TO 2X F MIN6 MFMI?fF5, PPOVIP7 HALF OF THE NUM65t? OF NAI115 5PECIFIFD AT EACH END OF STRAP, CK 5MALL SLOE IN FLOOR SHSATHING AND ATTACH 5TVP TO LVL BEAM OF LVL MOCKING IN BETWEEN fJI FLOOP, JOI5T5 IN MOM FRAMING BELOW. CONNECT POCKING TO fJI J015T WE65 WITH W5 412 FACE MOUNT HANGER PMOW1 6AXP BLOCKING IN fJI J015f WEB PEP\ MANUFACTUMF'5 SPECIFICATIONS. O(2) - C516 COIL 5TM5 W/ (26) IOd (0,14311 x 5" LONG) NAIL5 W fN 5TFAP 15 P,PPLIEP OVER PLY�VOOP SHEATHING OF (50) 8d (0J51 x 212" LONG) NAI! 5 WfN 5TP,AP 15 AFPUEP PIFECTLY TO 2X F\AMING MEMC3EM5, (NAIL5 SPECIFIED AP,E PEPEACH 5fPff) (IF 5TRAG 15 LOCATED Af EXTEFIOP WALL, CONI1NUE 5TFAP fO PO 13LE 5TUP IN FIF5f FLOOR WALL IF THERE 15 NO 9fAkWALL t3ELOW, THE 000LE 5TU05 AT END OF flf 51HEAMALL IN FI\5f FLOOR WALL BELOW, OP, WRAP 5TRAP AROUND THE WA= LTLOW) , FOUNDATION HOLDDOWNS : HZ WU4-5P52,5 W/ 55T620 ANCHOR BOI,f PLACED 13EFOPE POUF, ATTACH f0 FOUNPA110N W/ APPUCAELE ANCHOPMATE, U5E CNVA,5 COUPLE\ NUf BETWEEN ANCHOF BOLE AND a" THFEAPFD FOP INTO HOEDOWN, OIDU&5052,5 W/ 55028 ANCHOR 130Lf PLACED BEFORE POUF, AffACH fO 8 FOJNPATION W/ Al"PUCAn ANCHOFMATE, U5E CNWe CCUPLEP NUT MfW N ANCHOR BOLT ANP tl" THPEAPEP W19 INTO HOLPOWN, 15 WUI4-5052.5 AffACIEP TO 6x6 00U6LA5-FI\ 1`05T W/ 513100 ANCHOR BOLT PLACEP 13EFOPE: POUF, ATTACH TO FOFM WORK WITH APPLICABLE ANCHOPMAT�. U5E CNW 1" COUPLEP NUT BETWEEN MCHOM BOLE ANP I" TI PSAPEP POP INTO HOLPOWN, 14 5TH714 (5THPMJI4 A5 NECE55AMY) FOP APA POMl WALL (5EF TT -1000 FOM PETAIL5) , ATTACH TO FOUNPAVON FOPMWOP.K PFIOF TO POUF WITH AFFUCVLE ANCHORMATE, LEGEND: I� 51�Ap.WAJ.L TYPE OSNcAFV1�ALL GRIDLINE 10 51MV&L. HOLPPOWN TM 0 51 ApWALL HOLPPOWN I P MQ' -OM 51fAM&L, CONVNUE I'MOOP A130VE ANP PE OW OnNING 1WH NAILING ACCOPTING TO 5pECiEIEP 5HWWALL TYpE, BcAnING WALL XK, XJ # Or KING ANP JACK 5TUP5 AT OP NING5 f -- SHEET. 1 O W SCALE: NONE W U) S�i, ryC W � O U S � 1 � U Q WW W o VJ NO. REVISION/ISSUE DATE PROJECT ADDRESS: 29 LEW15 DAY DLVP W. YARMOUTH, MA € t / I ,t s 9., . 1a./t d< '_ k! f I ENGINEERING CONSULTANTS structaral - u\ it - cm irunnicntal 1279 MILL5TONE PP. C MW51V, MA 02651 C 774) 355-2144 x JOB#: 14-538 SHEET. 1 O DATE: 01-05-2015 SCALE: NONE