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HomeMy WebLinkAboutBLD-20-925ACCESS COVERS MUST BE WITHIN 9- MINIMUM. 6' OF FINISH GRADE 3' MAXIMUM 13.5 FIRST 2' TO BE LEVEL 4' DIAN PIP£ MIN 2' OF PEA$TONE OR FILTER FABRIC 3/4' - 1 //2' DIA. DOUBLE WASHED STONE ---f-� It. 0 TOP OF WALL 11.35 u� eGAS _/U10.6 U� 10.43 I 112 III 113$1 9.4 11.15 BAFFLE 3 OUTLET 4 LC -6 LEACHING CHAMBERS rD-BOX W13.5' STONE AROUND. 10'w x 38'l x 12-d 1500 GALV6�' H-20 SEPTIC TANK CRUSHED STONE OR COMPACTED BASE PROF I L E: NOT TO SCALE N ENGINEER INSPECTION SCHEDULE: I. INSPECTION OF UNSUITABLE MATERIAL REMOVAL. 2. STAKE FOOTING PRIOR TO POURING. J. INSPECT FOOTING AND REBAR PRIOR TO POURING WALL. 4• INSPECT WALL LOCATION AND HEIGHT AFTER REMOVAL OF FORMS. 5• INSPECT CLEAN FILL AFTER PLACEMENT. 6• INSPECT ALL COMPONENTS PRIOR TO BACKFILL. '.. LOCUS MAP 31VO 1d30 831VM H1f10Wuti>` SNouvin938 Q Mtt'J`9 NM01 10.5 lit! 01 wuoj a nw N, oOme /. N �j00•p0 K r 9.9 j StDc�DE FENS 9.5 P LOT 60 9. EXISTING DWEL TO BE REMOVED m a m OCUS BY. LCB EL -9.40 �9 m G r.s � '•x-40 MIL POLY m VAPOR BARRIER ADJUSTED OROMMONATER. EL -4.4 SZ_ OBSERVED GROUNDWATER. EL -2.9 8.8 TANK +9.3 ✓0' n0• i 1500 GALLON SEPTIC TANK CONSERVATION NO TES : I. ROOF DRAINS SHALL BE DIRECTED TO SUITABLY SIZED DRYWELLS OR STONE TRENCH AT THE DRIP LINE FOR STORWATER RUOFF CONTROL. 2. PROPOSED DRIVEWAY TO BE OF PERVIO$ MATERIAL. 3. $WALES TO BE CREATED TO PREVENT RUNOFF INTO ABUTTING PROPERTIES. 9. INVERT ELEVATIONS: INVERT AT BUILDING: 11.35 INVERT IN SEPTIC TANK: 11.15 INVERT OUT SEPTIC TANK: 10.9 INVERT IN DIST. BOX: 10.6 INVERT OUT DIST. BOX: 10.43 INVERT IN LEACH CHAMBER: 10.4 BOTTOM OF LEACH CHAMBER: 9.4 ADJUSTED GROUND WATER: 4.4 OBSERVED GROUND WATER: 2.9 BOTTOM OF TEST HOLE #1: 2.2 INDEX WELL M/W 29. ZONE A NOVEMBER 2017 READING -8.0'. ADJ-1.5' F -a• '-1 TOP OF WALL - II.0 s4012•ec HORIZONTAL a AND VERTICAL .4.12'ee ONL.CORNER 40 MILL POLY S• VAPOR BARRIER n a ♦4e I2'o< DHL. 3,5 KEY 1 e EL -7.0 -2 a• '-6• CRUSTED STONE OR COMPACTED BASE CONCRETE f'e - 3000 PSI 28 DAYS REINFORCING f7 - 40.000 PSI ASSGVED Ni 1.5 TSF WALL DETA IL :NOT TO SCALE l 1 1 l v SOIL RENOVAL 1 SEE NOTE 10. 1 l 7. 7 4•LC6 PRECAST CHAMBERS W/3.5' STONE AROUND. DESIGN CRI TER IA: DESIGN FLOW: 3 BEDROOMS AT I10 G.P.D. PER BEDROOM EQUALS 330 G.P.D. NO GARBAGE GRINDER SEPTIC TANK REQUIRED: 330 G.P.D. X 200# - 660 GAL. SEPTIC TANK PROVIDED: 1500 GAL. MIN. SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERC RATE ( 5 MIN/INCH SOIL TEXTURAL CLASS - I EFFLUENT LOADING RATE - 0.74 GPD/SF 330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED PROVIDED: 4 LC -6 LEACHING CHAMBERS W/3.5' STONE AROUND, A-476 S.F. 476 S.F. x 0.74 - 352 G.P.D. SOIL TEST PIT DA TA s INOICA TES INDICATES PERCOLATION OBSERVED TEST GROUNDWATER TP #1 0- nvn 14 wv ICA IVnc .Vwn 9.2 FILL 36' -- ------------6.2 C I MED -COARSE IOYR SAND 5/6 42' 76'-1-V 1- 2.9 84' 1 1 2.2 Yarmouth Health Department Date Yarmouth Conserv2tlon Commission Date: Signature:, /�7Y/fes LEGEND M CS CONCRETE BOUND -W- WATER L I NE O HYDRANT -G-- GAS LINE - OHW- OVER HEAD WIRES 0 LIGHT POST ---E- UNDERGROUND ELECTRIC LINE -T- UNDERGROUND TELEPHONE LINE -CTU- UNDERGROUND CABLEV1S10N LINE + 40.4 SPOT ELEVATION ....... -40------- EXISTING CONTOUR 4x01- PROPOSED CONTOUR DATE: NOVEMBER 29. 2017 TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE: C 2 MIN/INCH GENERAL NOTES: I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING PURPOSES ONLY. 2. VERTICAL DATUM IS NAVD BB, FOR BENCH MARKS SET. SEE SITE PLAN. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR APPROVED EQUAL. 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE OR APPROVED POLYETHYLENE. BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE OUTLET. 7, BEFORE CONSTRUCTION CALL 'DIG -SAFE'. I -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE CONSTRUCTION INSPECTIONS. 9. EXISTING SEPTIC SYSTEM TO BE PUMPED DRY. REMOVED AND 8ACKFILLED WITH SAND 10. ALL UNSUITABLE MATERIAL (FILL. A A 8 HORIZONS) ENCOUNTERED BELOW THE INVERT OF THE LEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF 5' AROUND AND REPLACED WITH SAND IN ACCORDANCE WITH TITLE 5. ll. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL PERMITS, VARIANCES ETC- FOR THIS PROJECT. 12. ANY RETAINING WALL SHOWN ON THIS PLAN I$ FOR LOCATION ONLY AND SHALL BE DESIGNED IN ACCORDANCE WITH STANDARD PRACTICE. I3. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. S I TE PLAN OF LAND 5 HARBOR ROAD, MA P 21. P A R C E L 25 WEST YARMOUTH. MA. PREPARED FOR: PAUL BELL 1 VE7AU SCALE: 1 20 APRIL 6. 2018 REVISED: AUGUST 8. 2019 STEPHEN A. 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MANUF, 5TY-E Twr FOU6H OP NTNG WxH EEMAM5 AO AANMR50" VOUl3LE-HUNG AVN3260 3'-3" x 6'-1" COTTAGE STYLE 5A5H J�LVWGN CKPF5-,MAN!5 LIGHT2 PANEL W/ F16ERGLA55 REGARDING K'.O, W/ 51VELIGNT5 61,A55 6O e VOU6LE-HUNG 28 AVN35 3 '-3" x 5'-9" COTTAGE STYLE SASH N A 5FRI 5 NCSO z OZ OANVERSON MODEL rIR. ror VlFW P01UPa-HUN6 APH2648 2'-7" C'8E A 5ERIE5 FI6ERGLA55 2 Ef O OANVER50N MODEL FR: 3 RIML FIR ALL VOU6LE-HUNG AVN2650 2'-7" x 5'-I" CO rAGE STYLE SASH Q co A 5ERIE5 FI6ERGLA55 O EO ANP 50N VOU6LGE-HUN AVH2658 2'-7" x 5'-9" COTTAGE 5r&5 5A5H FMNCH WOOF Cd.IDER 2" ELEVAVON5 O5 OANPE.�p_'50N A5ROESCU5tOM POL LL,_HLNG AVH2444 GRILLE PATTERN 5EE A 5FQF5 ELEVATIONS O OANDERSON dvv"AD', SIMLLATED CARRIAGE AWNING AAN2624 2'-7" x2'_5" A 5ERIE5 0LA55 Or"10N 5Q24 7O OANPER50N CLA551G 5TEEL 6L'LKNEAV AWNING AAN2024 2'-I" IN1F,I?l0P? BOOT? 5CHFPUL_E 5YM. A 5ERIE5 STYLE TWE ROLGH OPENING WXH REMARKS OI CELLAR 5TA5H AWNING 30701NTERIOR1 z7 -2 , OVELUX SKYLIGN7 V55-506 3' -8 / 4" x 3' -9 3/ 4" PECK MOUNTEV; WREL.E55 - 9O 5OLAR 5KYLIGNT 2 FANEL SHAKER 2670 INTERIOR 2'-8' .-7'-22" 50LAR POM E V NOiE5: PLEA5E REVIEW WNVOW 50NEVU F, WTN ARCHITECT BEFORE OP.VERING. SQUARE STICKING PLEASE REVIEW WNVOW 5CNEVULE WITH ARCHITECT 6EFORE ORVERING, CONTP.ACTOR rO VERIFY QUANi'I rY JELVWEN 2PANEL 5NAKER *• CONTRACTOR TO CONFIRM ROUGH OPENINGS OF EXISTING 2,-6,. x 7 -2 2" WINVOW5 6EFORE ORVERING REPL1\CEMENT5 SO'UNM 5VCKING MVIEW WNPOW SCHEDULE a EXI5nN6 WINVOW OMNING5 WTH WNPOW REP, FiEFOK� OWN INC JELVVvEN 2 PANEL SIiAKER + VENTING CONFIGLRATION: 5EE ELEVA'I'ION5 '^e IN5EGr CONVENTIONAL SQUARE5TICKING CZ -A55 OPTION: LOW -E4 WITH ARGON W NPOW FINISH WHITE LVWEN 2PANIEL SHAKER '*- WNPOW FN15H (EXTFMOF) : PAM 6RONZE '1 V0Ul3LE-HLIN6 HMVWARE: 5TANPAI'P - OIL IWnI9 BRONZE 5QUARE 5nCKIN6 CA5EMEN'r a AWNING HAPPWARE: CONTEMPORARY FOLVING - OIL FWMI9 F>RONZE E�M-_p10I? 1200P� 5CNF-bULF-� 5YM. MANLP. 5TYLE TYPE ROUGH xx NG NIN rFMARK5 MODEL FIR: Tor VIEW 3080 EXTEI&W, CONFIRM W/ MANUrAGTURM LE ML51PELIGH'F5, CLEAP. OI J�LVWGN CKPF5-,MAN!5 LIGHT2 PANEL W/ F16ERGLA55 REGARDING K'.O, W/ 51VELIGNT5 61,A55 MODEL 51PELIGI'T 8' FIR rLLL CL o O N VIEW NCSO z OZ JELVWEN MODEL rIR. ror VlFW 3080 EXTERIOR 3'-2' x8'-21" C'8E CRAI'5TAAAN3 LIGHT 2 rANEL FI6ERGLA55 2 Ef O JELPWEN MODEL FR: 3 RIML FIR ALL 3080 EXTERIOR 15'-2" x 8'-2 2•' W Q co rANEL FI6ERGLA55 O ANVERSEN A 5iR1E5 5080E 5'-2' x8' -Z CU51-OM GRILLE PATTERN 5EE N FMNCH WOOF Cd.IDER 2" ELEVAVON5 O5 ANVERSEN A5ROESCU5tOM FWG111080-3 12'-O x8 -22" GRILLE PATTERN 5EE FRENGH WOOD GLIDER ELEVATIONS O CLOPAY dvv"AD', SIMLLATED CARRIAGE COACHMAN: DESIGN 2 O' -O" x 8_01, 5'M -E 0LA55 Or"10N 5Q24 7O t3LCO CLA551G 5TEEL 6L'LKNEAV CLA551C; SIZE C 4'-0" x 5'-7" W/ 24" EXTENSION PANEL IN1F,I?l0P? BOOT? 5CHFPUL_E 5YM. MANLIF, STYLE TWE ROLGH OPENING WXH REMARKS O8 JELVWEN 2PANEL SHPKER 30701NTERIOR1 z7 -2 , SQUARE STICKING MVF 9O r J-LVWEIJ 2 FANEL SHAKER 2670 INTERIOR 2'-8' .-7'-22" SQUARE STICKING MPF 10 JELVWEN 2PANEL 5NAKER 24701MITIO' 2,-6,. x 7 -2 2" SO'UNM 5VCKING MVF II JELVVvEN 2 PANEL SIiAKER 2870 INTERIOR SQUARE5TICKING MPF 12 LVWEN 2PANIEL SHAKER IB701NTERIOI? '1 5QUARE 5nCKIN6 MPF 13 JELVWEN 2 PANEL MAKER 207 O INTERIOR 2'-2" x 7' 2 2' f'� 50LIA5TICKING 14 G JELVWEN 2 PANEL 5iAKER 4070 INTERIOR 1 4'-2" x 7'-2 Z" SQUARE 5TICKING MDF DOIDL .E DOOR 15 JELPWEN 2 PANEL `[-MM 5,0701NTERIOR 5'-2"x7'-22 . 5QUAK511CKING E NIrFPOLDLEDOOR ' I6 JELPWEN 2 PANEL SHAKER 24701NITMOR R.O. 6Y POCKET VOOR Klt 50UAr-- 5TICKIN6 MVP POCKET DOOR 17 CUSTOM 2 PANEL SHAKER SIDING MIN DOORCLEAP. OPENING: 50UAM 5TICKING 2'-6" x7' -O" IN 0 N N q o U O H O W x aU 00� W I� �T) F-'-1 O Al 91 J� Q� r� U CL o O N NCSO z o No C'8E Ef CU W Q co L o U N 00 X N o a / i I I I 1 I I I \ 16' -01' 02 \ 10'-6' p�c�ss�n -J MF_P, CA3, WP. CAl3. 2X6 WALL —� 0 A FA UNPrp F_AVr�5 E� t'1?OVlt2F- ACCr�55 r0 —� G ISI �Q F2_0_4_1 NAF 13A1 woGv I 205 i F-� ArrIC ACCF-s5 2 --�- � — (WO CEILING) \/3 r \/ C /\: /\ — ----rte1-O" 6" 121MF-N51ON kF�F_F25 rO THF_ t2IsrANcF I3rrW F_N THS F_t26� OF I�rCK FLING ANP rN� OUr5lPF_ OF 61 TAMING OF 2X6 WALL/ - OUr5VF_ OF FOUNPA110N, U 5 12'-0'' _ PINING _ 202 WOOF (WOOD CEILING) MAHOGANY PF -CK \ \ \ 61-011 1 7 F I I 206 WOOP a I� 8 010 5MMANUF, C STYLE TYPE ROLIGW NING II I d I1 I it I II I x HENING MV PATHWOM N 0JELVWEN 4J 208 O CONFIRM W/ MANUFACTLp2EP 11L� i O A 5SIF5 VOILJM -+UNG AVN5260 3'3" x6'-1" COffAa STYLE 5ASN cli Et'S0N O C> In -2y211 cd OA A. VOU6LE-NUNG AVN5258 Ar1"IC ACCF-55 COfrA6i1: 5TYLE 5A5H JELI7WEN MODEL FIR: TOP VIEW CFAF5rMAN 5 LIGHT 2 PANEL WjPC, r 5'-21 x 8'-2 2^ lo N i' MW F+i OANMR!50N A 5EPIE5 207 K 1 -1 2'-7"x4'-9" O OANVERSON A SEPIES woos U - \ ='i AVH2650 2'-7" x 5'-I" COfrAGE 5TYLE 5A51 O FOERGI-A55 O OANVER50N A 5EPIE5 Yowl-r-NUNG AVH2658 2'--7 x 5'-9" COffAGE 5TYLE SASH ANPEPSON 2 ELEVATIONS 5 F A SEFIES VOLI6LE-NUN6, APN2444 2'-5" ELEVATIONS O OANPFF50N A 5ERIE5 i AAN2624 I I SME GLA55 OPTION 5024 O OANPEP�ON A 5EPIE5 AWNING II 2'-I" x2'-5" IN1�t?IOp I�OOp SCN�bU�� lO CELLAP 5rA511 I STYLE TYPE FO WOPENING O VELUX 5KYLIGNf - I PECK MOLINTEV; WIFELE55- SOLAP. 5KYLIGHf _ELIiINEN 2 PANEL SHAKER 3070 INTERIOF k NOTES: *e PLEASE REVIEW WNPOW 5CNEVULE WTH AP.CNIlECr BEFORE ORVEFING. CL sir PLEASE REVIEW WINNOW 5CNEPULE WTH APCNITECrt3EF0PI� ORVERING. �N CONTPACTOP f0 VERIFY QUANTITY O9 JELPWEN CONTFACTOR r0 CONFIRM ROUGH OPENI -A5 OF EXISnNG 2670 INTEPIOP 2'-8" x7'-2�" WNPOW5 DEFORE ORVEFING MPI-CWIENf5 *` REVIEW WINNOW 5CHEPU r; & EXI51NG WINNOW OFFNING5 WITH MPF 1 7 F I I 206 WOOP a I� 8 5 16'-4tII , 91_11 r -----I F-'=---� — �-- I —SCp��N1 pOi?CN O C AI3V J \ PP,OP05�b S�CONb ��ODp pUAN \ SCALE: 1/ 4" - I' -O" PP,OF`O5Fn 1`0071`1�INr: 2,4}5,4 50. Fr, MAX FO01'VPlNr: 2,500 50. Fr, NOp11-I 13 \ / r.V. C 2> 2X-} 5rUP OF KIiCHF-N WNPOW5, I5LANi2 ANP FIMPLAC� 2 WINNOW 5CHF-nUL-r� 5YM. 5MMANUF, YL 5TE STYLE TYPE ROLIGW NING II I d I1 I it I II I x HENING 5 16'-4tII , 91_11 r -----I F-'=---� — �-- I —SCp��N1 pOi?CN O C AI3V J \ PP,OP05�b S�CONb ��ODp pUAN \ SCALE: 1/ 4" - I' -O" PP,OF`O5Fn 1`0071`1�INr: 2,4}5,4 50. Fr, MAX FO01'VPlNr: 2,500 50. Fr, NOp11-I 13 \ / r.V. C 2> 2X-} 5rUP OF KIiCHF-N WNPOW5, I5LANi2 ANP FIMPLAC� 2 WINNOW 5CHF-nUL-r� 5YM. 5MMANUF, YL 5TE STYLE TYPE ROLIGW NING REMARK5 x HENING KH 0JELVWEN 4J N AVERRIES 3080 EXTEFIOP CONFIRM W/ MANUFACTLp2EP MULL 51PELIGHr5, CLEAP � M O A 5SIF5 VOILJM -+UNG AVN5260 3'3" x6'-1" COffAa STYLE 5ASN cli Et'S0N O C> In (o cd OA A S5I ERIES VOU6LE-NUNG AVN5258 5'-3" x 5'-9" COfrA6i1: 5TYLE 5A5H JELI7WEN MODEL FIR: TOP VIEW CFAF5rMAN 5 LIGHT 2 PANEL 5080 EXTEPIOF 5'-21 x 8'-2 2^ lo N i' MW F+i OANMR!50N A 5EPIE5 VOU6LE-NUNG APH2648 2'-7"x4'-9" '� OANVERSON A SEPIES 170UDLE-NUNG AVH2650 2'-7" x 5'-I" COfrAGE 5TYLE 5A51 O FOERGI-A55 O OANVER50N A 5EPIE5 Yowl-r-NUNG AVH2658 2'--7 x 5'-9" COffAGE 5TYLE SASH ANPEPSON 2 ELEVATIONS 5 F A SEFIES VOLI6LE-NUN6, APN2444 2'-5" ELEVATIONS O OANPFF50N A 5ERIE5 AWNING AAN2624 2'-7" x2'-5" SME GLA55 OPTION 5024 O OANPEP�ON A 5EPIE5 AWNING AAN2024 2'-I" x2'-5" IN1�t?IOp I�OOp SCN�bU�� lO CELLAP 5rA511 AWNING STYLE TYPE FO WOPENING O VELUX 5KYLIGNf V55-506 5'-81/4" x5'-95/4" PECK MOLINTEV; WIFELE55- SOLAP. 5KYLIGHf _ELIiINEN 2 PANEL SHAKER 3070 INTERIOF SOLAR POWEPEP NOTES: *e PLEASE REVIEW WNPOW 5CNEVULE WTH AP.CNIlECr BEFORE ORVEFING. PLEASE REVIEW WINNOW 5CNEPULE WTH APCNITECrt3EF0PI� ORVERING. MPF CONTPACTOP f0 VERIFY QUANTITY O9 JELPWEN CONTFACTOR r0 CONFIRM ROUGH OPENI -A5 OF EXISnNG 2670 INTEPIOP 2'-8" x7'-2�" WNPOW5 DEFORE ORVEFING MPI-CWIENf5 *` REVIEW WINNOW 5CHEPU r; & EXI51NG WINNOW OFFNING5 WITH MPF WINNOW REP, MFORE OPVEPING 10 .ELPWEN *� VENTING CONFUUPA'f10N: SEE ELEVATION5 2470 INTERIOP 2'-6" x7'-21" ' IN5ECf SCREENS: CONVENTIONAL GLA55 OPTION LOW -E4 WITH APGON MPF 2 WINNOW FIN15H C INiERIOF> WHITE Il �LP:`F_N ' WNPOW FINISH C EXTFPIOP> PAM 6PONZE 2870 INTEPIOR 2'-10" x7'-2 '' 3 POU61,F-NUN6 HARPWAM 5rA1NPARP - OIL PU136EP 6FONZE �= CA5EMENr & AWNING HAPPPWARE: CONTEMPOPAPY FOLPING - OIL RUF36E5) BRONZE MPF �X1 �plOp POOP. 5CHFPUL-F, 5YM. WNW. YL 5TE TYPE POUGW MMARK5 x HENING �{ 0JELVWEN 4J MODEL Fir: TOP VIEW 3080 EXTEFIOP CONFIRM W/ MANUFACTLp2EP MULL 51PELIGHr5, CLEAP � M O CPAF5rMAN 5 LIGNf 2 PANEL W/ FIf3EP6LA55 GARPING P.O. W/ 5152ELIGH _5 CL -A55 Q U V N cli MODEL SIDELIGHT 8' FIR FULL O C> In (o cd � a VIEW I-0 8 Q2 JELI7WEN MODEL FIR: TOP VIEW CFAF5rMAN 5 LIGHT 2 PANEL 5080 EXTEPIOF 5'-21 x 8'-2 2^ lo N i' MW F+i a z F16EPGLA55 mU CL z '� JELPMN MODEL FIR: 5 PANEL FIR. AUL PANEL no8o EXTERIOR !'-2" x8'_21" 0000 QJ O FOERGI-A55 O ANVERSEN A RtEs FRENCH WOOD GLDE IR 5080E 5' -2'x8' -'Z 1" CU5rOM GPP-LE PAT�R5MN 5 2 ELEVATIONS 5 o ANV�RSEIJ A5ERQF5 FRENCH wooO GLIDER , FWG:11080-5 12'-O" x8'-22" CU5fOM GFILLE PArTFPN 5EE ELEVATIONS O CLOPAY OVERHEAD: 51MLLATED CARRIAGE COACHMAN: DESIGN 2-, 10' -O" SME GLA55 OPTION 5024 O 131LCO CLASSIC STEEL OUXHEAV CLA55IC: 51ZE C 4'-O" x 5'-7" W/ 24" EXTEN51ON PANEL IN1�t?IOp I�OOp SCN�bU�� 5YM. MANLIF. STYLE TYPE FO WOPENING PE MAPKS xH 8 _ELIiINEN 2 PANEL SHAKER 3070 INTERIOF 'S'-2" x7,211 50UAM 51"CKING MPF O9 JELPWEN 2 PANEL 5HAKEP 2670 INTEPIOP 2'-8" x7'-2�" SOUAFE SnCKING MPF 10 .ELPWEN 2 PANEL 5HAKEP 2470 INTERIOP 2'-6" x7'-21" SQUAM STICKING MPF 2 Il �LP:`F_N 2 PANEL 5HAKEF 2870 INTEPIOR 2'-10" x7'-2 '' 3 SQI1A7� STICKING MPF IZ JELVWEN 2PANEL5HAKEP 1870INTEPIOP 0"x7'-21" SOLVM 5TICKING MPF 2 13 JELVWEN 2PANELcfAKEP 2070INMFIOF 2'-2"x7'-21„ SOLAM SnCKING MPF 2 14 .LLVWEN 2 PANEL 5HAKEP 407o INTERIOR MD'DOLDLF 4 -2" x 7' 2 SQUARE 5"ICKING DOOR 2" 15 JcLPVvEN 2 PANEL 511AKEP 5070 INTERIOR MOF DOIDLE 5' 2" x 7' -2 2'. 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V U !Q O C> C14 d /r• Q � U � 'n w �a d> g U � � n o Z U a0 � P m � a low RELJ �0 *� 5 12F- 1M? < 11 0 N Q s .4u C) 0 U a W 0 4� bA A301 V V U !Q O C> C14 /r• Q � U � 'n w �a d> g U � � n o Z U a0 m � a f� W U U � � O !U � � a°O� p M W LUQ` v N N r� 0 0 O LO E V E � � W U a 0 a z U 00 �-1 00 X (V O 1�1 W U Q � � O x � a°O� W 3.21 5F -F- 5NL�F-f 52.2 FOp TYPICAL TIS DF -AM CON5T[2UCfION IT IT FPJ 1 rn 0 a . v I 13UILnING S�C1'ION A3.3 scaL�; Iiz�ai -o�� d: M M IT M uu M / IT IT \ IT L5LOr p CNLINGi MPAS�� GAI2AG� �1"G < 'I"Yp> 2 A . IN IT M / fTI C 2X8 CFIL-IN6 J015T5 16" O.C, 1-7181, Til 16" O.C. < 2 1 X 11 -7/ 8" LVL F L U5H 13 AM 5/8" 5NFF-r DOCK ,"i" UGNOUI 12 X10 C 2> 1 3�4" X 11 -718'' LVL. W/ Y2 Ix II 51I�FL FLU5H 13�AM 5/81' 5N�-F-1' POCK I NI�OUGNOU:,D T O O U 0 M A O U O H �D 0 A303 O a W G� U a� ' U U R ao V O N N U LU I]FIE GAI2AG� �1"G < 'I"Yp> 2 A . IN IT M / fTI C 2X8 CFIL-IN6 J015T5 16" O.C, 1-7181, Til 16" O.C. < 2 1 X 11 -7/ 8" LVL F L U5H 13 AM 5/8" 5NFF-r DOCK ,"i" UGNOUI 12 X10 C 2> 1 3�4" X 11 -718'' LVL. W/ Y2 Ix II 51I�FL FLU5H 13�AM 5/81' 5N�-F-1' POCK I NI�OUGNOU:,D T O O U 0 M A O U O H �D 0 A303 O a W G� U a� ' U U R ao V O N N U LU N a o z � m o � a a no , 0 5NF-F-1" 52,2 FOP? TYPICAI, 11F_ [3�AM CON5Tl�lUCTION FAL-5r- Cr-ILING TO CI,N1rlp CF_ILING 13F�1V\/ F�F_N F_X1-F-pIOp WAI,_ AN12 PP,OPPF_�V BEAM P31 < 2X8 �Tt�1?5 NF-pF-> 13F, p r\ M2 r�Q xIi -718I ' LVL15 WITH < 2> y2" X I I " 5TF-F-L FLA1r:�5 Wp�pF_I:2 I��Vp00M I 12 -I10 F_Q IN L_ 3� 134" X9 Y211 LVL CONTINUOU5 61PIPFp 5Nr_Lr- F,LFVATION I I 1 -01 1 COLUMN & F00TIN6 SCNrIPULF, 5NFLF TO MAINTAIN' 20' ❑ _ L-30 Y, 3O x 12 FOOTING WITH 3 1/ 2" S�TI3ACK FPOM 5F-f�TIC . . A' LALLY COLUMN 1' C' - LALLY COL MNOOTING WI11-1 3 1/ 2"0 -'q0 x 40 Y" E5 15 I%OOTING WITH H55 4 x 4 x 1/ 4 COLUMN 13UILrIN6 5F-CTION A3,4 5c,4LF: 1/2''-P-0'' Msu El a M O AJ," %. LOP V �1 2Y21 CONI1NUOU5 BLOCKING OF, NAILING BF�VFLr5D 2x4 PT'D BLOCKING Ix4 PVC 2ND MF -MBF -F, I xl0 PVC PFII�Zr- W TRIM AROUND WINDOW CONINU�5 A5 5PACFF POP, PFIF-ZF- AT FLAFF- L-AI,E-� PF,1"AIL- AT WINDOW ANIS 12001, TRIM FAPTFF FND5 I I/2"=I'-0" CONTINUOU5 BLOCKING OF NAILING 1,ApF PF-�TAII, AT 51bF-WA L- A4,0 jcAL-r: I 1/2"=I' -O" 4 TYpICA, SOrrIT 5F -CTI( BEVELE=D 2x4 PVP BLOCKING PVC 2ND MFMBF;F I xl O PVC PFIF;ZF- BLOCKING BEHIND FPIEZI; TO ALLOW 1;5 TO FUN BFHIND F50N H2,5 A HUFFICA' Il W THROUGH VWPIL INTO FAP1E�F PLATT i\ 1x3 1 K Ix 5OFFIT Ix 5OFF1 6 A5 FrO'D, BLOCK1� Ix6 FFIr-ZE Ix6 PFIF BLOCK 514" 5R 16" O.C. 16" O,C fit? 5HINGLF-5 WNITF C ,DING WP.AP 1YVEK [� X PLYWOOD 1/ 2" Cf 2x8 LFDGFF 50 YF, M"CHITFC1 A5PHALT 5HINGLF 30 LB, BUILDING `5/8" PLYWOOD C 2X6 FAPTE-F5 @ I, < 3> 2X1 O BEAM t CHIMNFY WALL Tc WALL. 5r;� PFAMI 2X4 c 16" O.C. FF -CF -IVF- Ix T&6 W CEILING ' � y-NTPY p00F I%pAMING A4,0 5CALF: 11/2"-1'-O" ALIGN WITH ADJACF-NT 5HIN61-P FLAFF FAPTFF FN125 2x6 5TUD5 2x6 5TUD5 IN5ULATION F-21 IN5ULATION - 5 TY�'ICAI, SOFFIT 5r-�C110N TNPU 10 PITCH p00r A4,0 5CAL�: 11/2"-1'-0" IN FW i� u 2X10 @ 1611 O,C, Ix4 MAHOGANY ' Ill x9y2" PT GLULAM CCQ66 5P52.5 W05f CAP < WELPAT3LE MOPEL> N554x4r�4" STEEL COLUMN PAP OUT COLUMN a WPAp IN PVC 1YIM TO NOTED PIM. 9" x9" x-5/4" 6A5E PLATE W/ ( 4) 12'' O TNPEAPEP P0195 EPDXY Gp.0UTE12 101' INTO 50MOTUM 12" O 5ONOI W/ 36" 61GFOOT EASE 1 II 5112UCrUl?rl 5UPPOI�rIN6 5C1? J� U U co J U c N 0 W O L Q m 0 0 t LU a m 5 Z U CO O d FL-OOI? 5NFAPWAI,L- & HOL-b-DOWN PLAN 5CALr�: 1 / 4" s P -O" NOS C 140 MPH F -XP , C - -0 ue O —Aip 2 O --o n n 18 I N � N II II I II II �' � I I I I • ID I I I I 4K, 2J 11 F II II II II II 1I 2J I%AVIS ----- ----- ----- II II II II II II 2J hi 'moi F 4K, 2J I I LJ N N •lo N ie i - J Jill I'II I I111 I I I 0 0 JillI III I F ---__j ---- a i ---------��cQrLVE�3�m��- II. --4K. IJ 1 I II I ,O ISI ISI IQI I Iv,l Ei I2I )I' --4K, IJ ---- I N N I I� I I I I I I I I I - - I I I I I I I I I I I I I I I 5�C0NP FI,OOp 5NF-ApWA L- & HOLb-DOWN PLAN 5CALE:I/4"=I'-C) (1-10 MIEN F_Xr, C> 0 u 5FACF- FOP f?r5CF-PTACL,li <2>L-5TA 18 6 6 FOI'P, KITCNrN 2 2 VVI NPOW5 ONLY NPU NOL -P POWN G W� ���C11?ICAL 5-rUP POCKF-1" IAF, -"AIL - SI .n SCALE: 1-1/ 2" a P -O" WNF-12F- A 2NI2 FL-OOf? NOL -b DOWN L-ANP5 ON WINDOW OP, BOOP, HF -APF -P,, TNS 5TPAP5 WPAP APOUNP TNF- NE;A?V-I? ANP TNF- NE�APE;P PF-QUIPE;5 < 2> L5TA 18 5TPW5 MOM TNF- NF -APF -1; TO TNF- JACK 5TUP5, / I - - - - - - - - - - - - i - - - - - - - I ___ _ ________ I I I I C=-17��12AMWE. -=---------� I I I C--- P.—+---------� I I I � I i T� U I I I I I I I I I - - I I I I I I I I I I I I I I I 5�C0NP FI,OOp 5NF-ApWA L- & HOLb-DOWN PLAN 5CALE:I/4"=I'-C) (1-10 MIEN F_Xr, C> 0 u 5FACF- FOP f?r5CF-PTACL,li <2>L-5TA 18 6 6 FOI'P, KITCNrN 2 2 VVI NPOW5 ONLY NPU NOL -P POWN G W� ���C11?ICAL 5-rUP POCKF-1" IAF, -"AIL - SI .n SCALE: 1-1/ 2" a P -O" WNF-12F- A 2NI2 FL-OOf? NOL -b DOWN L-ANP5 ON WINDOW OP, BOOP, HF -APF -P,, TNS 5TPAP5 WPAP APOUNP TNF- NE;A?V-I? ANP TNF- NE�APE;P PF-QUIPE;5 < 2> L5TA 18 5TPW5 MOM TNF- NF -APF -1; TO TNF- JACK 5TUP5, U U `PJB; T� U m ao N N t6 W 0. U � � r a o z � N O ALIGN MAAW 5TAGG rr,OJE� FpAMIP 12110 6x6 r' OUT A I Y2 " 3 ON 5PF-CI ANP F FPGA F1?AMII FK5T FL-00rFr�AMING PL -AN _ SCJ x.7v x IL rvvIINLA VVI-Ir� I/ L -SO 12" O 50NOTUI3F- ON L3 LIN -I -Y COLUMN 36" 13IGFOOT roo-nNG _ �O x -}O x 15 FOOTING WITH H55 4 x 4 x 1/ 4 COLUMN N554x4x��" 51 -EF -L, COLUMN NOi?11-I PAnM:�n OUT ANP PVC VW,A PPP: 1112'' FIN15NF-P RM U O •• P� U U � M v N N W O 8 O W U �Q � v r n o z U O� Q% O a 13,W, W 13LOc JOI5 12" 6 x6 t OUT i I 1,V2 " 3 ON 5FF—C ANP <3>t 5F -F- t 5H 6tW 1 S�CONb FL -00F, FPAMING PL -AN 52.1 NOP,TH ALL N�An�pS TO C3� C 3> 2X8 UNL-F-55 0-rHF-2WI5F- WOTI fP 36" I31G�OOT SOOTING I-1554y,4y,yq" 5TF�L COLUMN PAPPF—P OUr ANP PVC WPWt'F�P: 11Y2'' FIN15Nr�P w U Q U (r.d � V � M N W � O d O p� O vN N N w W O u07 Q ci °O w w w f 1 �j @ W �r�11 a m U o Q Z U W 4% a w U Q � � O w x 1 °O w w S201 fYPICAI� TIF, I�5FAM 2x10 WTFP —�N 51PE� OF 13E�AM 0 Ot? C 2) 2X8 fir, i3�AM -rHP,OU6H A,L- 3 F- M13� p5 AT F,ACN NP OF TIF 13�AM i p00F FL-OOI2 FhAMING PLAN f 2 AICA, 1"Ir 13�AM CONNF-C TION 52,2 sc�� t�i—o NOC?�I-I NOTA A -L- Nr�/9\PF-r,5 TO Dl� < 3J 2X8 UNUE�55 OTNF-pWl5t� NOTrt2 ,all U r b.A ct O O O P{ U U V M N W O CD cli pQ N co _v � O Ef O -7 � Wi a U z n o co co O a ^� r b.A ct O O L�Llr,�CMIU/L SYMBOL, KEY - 220 OUTLET RECFpTACLF - DUPLEX RECFpTACLE :Q - pUpLFX RECFpTACLE ~ I / 2 5WITCHEP OUTLET - pUFLEX RFCEpTACLF~GROUND FAULT INTFRRUI`TI;P 0 - QUAPRUFLEX RECEPTACLE ® - DUPLEX FLOOD OUTLET ®wp - WATFRpROOF pupLFX OUTLET ( PF -:CF -55 IN WALL Tyr.) 5 - 5WITCN~CFNTFI? LINE @ 42" AFF UNLF55 NOTU:P 53 - 3 WAY 5WITCN 5n - 5WITCN WITH DIMMER SG3 - -5 WAY 5WITCN WITH PIMMFR ® - TELEPHONE JACK 0 - RFCFSSFI� CFILING LIGHT C 5" UNLF55 OTHFRWI5F NOTFn> - WALL MOUNTED LIGHT - 5URFACF MOLlNTEn CEILING LIGHT Fl- - FLUORE5CENT CL05FT LIGHT OS - 5FA-r-P RFCE55Ep LIGHT 0 - THFRMO5TAT E - CABLE TV 0 - JUNCTION 130X FF ]- BATH FAN NOTE5 - 24 X 48 FLUORF5CENT LIGHT - 12 X 48 FLUORE5CENT LIGHT E - BATH OILING FAN/ LIGHT o - UNnFRCA3INET LIGHT O - DOOR BELL - CEILING FAN OILING FAN/ LIGHT EXI5TIN6 FAN FXI5TING LIGHT - MNPANT �-� - INTERCOM 5Y5TFM O - RFCESSFn (ANGLEn) - ALAPM < 5FCUI.ITY 5Y5TF-M> CONTROL PAI? ® - SPEAKER D= - Ti2ACK LIGHT [,'� -FROST-PREF H05E CONNECTION `='x -WALL MOUNTEn 5TFp LIGHT @ 18" AFF 6-XENON BRICK LIGHT, ALUMINUM 0, -MOM NATIONAL 5MECIALTY LIGHTING J5 - JAMB 5WITCN r, - GAp.AGE POOR OPENER ALIGN SWITCHES, ALARMS, THFRMOSTAT5, FTC, ON SAME WALL AREA CON5ULT WITH ARCHITECT IF NECF55ARY CFNTFR LINE OF ALL RECEpTACLF5 @ 14" AFF UNLE55 OTHERWI5E NOTEn CrNTFR LINE OF ALL 5WITCHF5 @ 39" AFF UNLF55 OTNFRWISF NOTE 12 CON5ULT WITH ARCI-IITF�CT FOR 5WITCN HEIGHT IN ALL KITCHEN AN12 BATH ARF -A5 5EE GARAGE LIGHTING PLAN ON FIRST FLOOR LFVFL TO 53 5WITCN A �\ /C �13A5EwrN1" r-L-r-cl-picA, FL -AN 0 W U Z Q V1 V " U U m C M U W C) i a N _ a-1 Lo al - a O C 0 L U � a N W m t z U GO (DO -4 .., m N a f� W U Z Q V1 " 0 C) 0 a W a-1 E1.01 F'ClIK"l I CAL 5YW501, KAY � > 24 X 48 FLUORE5CENT LIGHT - 12 X 48 FLUORE50ENT LIGHT - 220 OUTLET RECEPTACLE :0 - DUPLEX RECEPTACLE - BATH OILING FAN/ LIGHT :Q - DUPLEX RECEPTACLE -I / 2 5WITCHEI OUTLET uo - UNI2ERCADINET LIGHT 4D,rl - DUPLEX RECEPTACLE -GROUND FAULT INTERRUPTED ® - QUADRUPLEX RECEPTACLE ® - DUPLEX FLOOR OUTLET ®v„p - WATERPROOF DUPLEX OUTLET C RECE55 IN WALL TYP.> 5 - 5WITCH~CENTER LINE @ 42'' AFF UNLESS NOTED 53 - 3 WAY 5WITCN 5e - 5WITCN WITH DIMMER 5p3 - 3 WAY 5WITCN WITH DIMMER - TELEPHONE JACK - RECE55ED CEILING LIGHT C 5" UNLE55 OTHERWI5E NOTED) e - WALL MOUNTED LIGHT - 5URFACE MOUNTED CEILING LIGHT FL_ - FLUORE5CENT CL05ET LIGHT S5 - SEALED RECESSED LIGHT 0 - THERM05TAT rv❑ - CABLE 1V - JUNCTION 130X - BATH FAN ❑D -DOOR BELL CEILING FAN D - CEILING FAN/ LIGHT - EXISTING FAN - EXI5TING LIGHT 0 - PENI2ANT - INTERCOM 5Y5TEM OO -RECESSED ( ANGLED) 4 - ALPP.M ( 5ECURi-ry 5Y5TEM) CONTROL PAD -SPEAKER - TRACK LIGHT H6 [',� - FR05T-FREE H05E CONNECTION -WALL MOUNTED 51EP LIGHT c 18'' AFF -XENON BRICK LIGHT, ALUMINUM �6 FROM NATIONAL SPECIALTY LIGHTING J5 - JAM13 5WITCN NOTE5 ALIGN 5WITCHE5, ALARM5, TNERM05TAT5, ETC, ON 5AME WALL AREA CON5ULT WITH ARCHITECT IF NECE55ARY ,l - GAPAGE DOOR OPENER I LIGHT FIXTURE TH15 LOCATION - CENTER LINE OF ALL RECEPTACLE5 @ 14" AFF UNLE55 OTHERWI5E NOTED CENTER LINE OF ALL 5WITCHE5 @ 39" AFF UNLESS OTHERWI5E NOTED CONSULT WITH ARCHITECT FOR 5WITCN HEIGHT IN ALL KITCHEN AND BATH AP.EA5 � I � I � I � I \----------------- ---------- --� rIf,5-r FT -00F FL -AN SCALE: 1/ 4'' - P-0" wp a7 m U U o z U OD o N a F,L,F,C-MICAL, 5YM130L, KFY e=- - 220 OUTLET MCEPTACLP :0 - PUPLF-X R�C�PTACLE �Q - 12UPL�X 2 5WITCHEI2 OUTLET �Qar;i - I2UPLEX ~6ROUNI2 FAULT INTF-RRUP1r:�12 ® - QUAPPUPLEX RECEPTACLE ® - DUPLEX FLOOR OUTLET ®Wp - WATERPROOF- DUPLEX OUTLET C RECESS IN WALL TYP,> s - 5WITCH~CENTER LINE @ 42" APP UNLE55 NOTEb 53 - 3 WAY 5WITCH 5n - 5WITCH WITH PIMMER 5p3 - 3 WAY 5WITCH WITH PIMMER O - TELRPHONE JACK 0 - RECESSEn OILING LIGHT C 5" UNLE55 OTHERWI5E NOTEI�� WALL MOUNTEn LIGHT - 5UREACE MOUNTFt2 OILING LIGHT FLUORESCENT CL05ET LIGHT 5EALEn RECE55F12 LIGHT -THERMOSTAT rv❑ - CA3LE TV - JUNCTION 130X - BATH FAN NOTE 5 - 24 X 48 ELUORE5CENT LIGHT - 12 X 48 FLUORE5CENT LIGHT Eg - 13A1T1 CEILING FAN/ LIGHT o - UNPFPCA131NET LIGHT ❑o - POOR 13�LL - CEILING PAN OILING FAN/ LIGHT EXI51NG PAN �� -EXISTING LIGHT - PENDANT o -INTERCOM 5Y5TEM OO - RECESSEn (ANGLED) A,': ALARM C 5ECURITY 5Y5TEM> CONTROL PAIS sp - 5PEAKER TPZACK LIGHT [� - EROST-EREE H05E CONNECTION -WALL MOUNTED 5TEP LIGHT c 18" APE -XF-NON PFICK LIGHT, ALUMINUM W6 PROM NATIONAL 5PECIALTY LIGHTING J5 - JAMB 5WITCH - GARAGE DOOR OPENER ALIGN 5WITCHE5, ALARMS, THERMO5TAT5, ETC. ON SAME WALL AREA CONSULT WITH ARCHITECT IF NECE55A2Y CENTER LINE OF ALL RECEPTACLE5 @ 14" APP UNLESS OTHERWI5E NOTI;n CENTER LINE OE ALL 5WITCHE5 @ 39" APE UNLESS OTHERWI5E NOTED CONSULT WITH ARCHITECT EOR SWITCH HEIGHT IN ALL KITCHEN ANIS BATH AP.EA5 WALL MOUNT P FIXTURE FOR ILLUMINATION OF ARTWORK SUGG�ST�I�, ON 5F-PAP.ATF- FCIRCUIT, 5F-RVF-5 A5 ALTERNATE LIGHT 5OURCE EOR TRACK LI6HT5, S�CONi� FL-OOIP, E�L-FCT?ICAI, FLAN K FIXTURE "T" MOUINT P � AM5 A30VE J WINPOW5, P Flr'� DACE RE "T" MOUINTEp 5 A30VE 1.4 0 cV O ^tea X16 U U V e � � M O W O pp_ �O O Q � a f6 W L � U o Z U CO o � a NOTE: ouT1200R SHOWER TO 6F 5FPARATF 5TRUCTURF NOT CONNECTER TO TNF 1-101_15F, 40 PT' R POST ON 10" 50NOTUM FOOTING, (TYP 012,5.) LOCATE FOOTINGS APPROPRIATE 1215TANCF OFF FOUNPATION, CANTILEVER FRAMING A5 NECESSARY, =N r T,O,F:, 13,5' \ 2 A3.1 \ 61-6111 45' -0" FROST WALL FNP. \ \ F�0M FOUNPATION L►GN W/ PITCNFf2 SLAB Posr up A I 3' -6 " Ins 1 yL ti GAP.AGE SLAt3 i h O ON GRARF I i LL e" -�N P05T UI' FPOM FOUNDATION jr \I 2 0 n \ \ x, fl I 0 O i PITCH SLA73 f7}�IP / = a� 5LA13 FLEV, � T,O,F• 13,5' i 10'-6"FROST WALL FNP, K F -I FOUNRATION STAGGERER16' -I I—" ! q 3 I I 5 3 3 4 J( I 12 O 50NOTUf3E t0 ALIGN INTERIOR ---- ------ -- � � � �� � :' I x4 PT' R POST SURFACE OF FRAMER 5 I h T.O. , f3.5' j ( CINC. PAR FOOTING WALL5 A130VF, RFFFR TO _11C CAI n OVERALL RIMFN51ON5 TOSPAN POST I I / ACHIEVE PROPER 5'-7" 12,_911 t ----I X12' ���x -,:� F�J/ MI AUCANMFNT, _ / 1 r--�� x I I N - =1==== ��- �____________ Li F_ OF FNTPIY µ a J L J© -- Jk 8 I P PCN A30VF N I rs� 13E AM POr ,1 — POGKrF <rYPJ cx / 12" 0 SONOTUI3F UP a' / I CRAWL 5PACF x4 PT' R POST b -. 11 51 -AP DI;OP NtEf � � O � 1 10,00_ 1100 PROJFCTER � ; / O 1 FRAMING Af30VF , — 8 >'�l - --'�1--� I v / M 0/ 0,2.135' N r _ F 8ii --- 2 , ------- --- — �_ U— — — — — — — — — — — — ---U 1 6X6 PT'D P051r ( d / ON 12" 0 5ONO11M 12" O SONOTUI3E 6x6 PT'R P05TPAI.O,F, 13 / OANR PVC WRAPPFI2: t UTI / .0 ( / IIy2" FINI51­1FI2. 5FF 12FTAI1_ 3 ON SNFFt A4,2 FOR 5FII 011N6CONFIG, FRGF OF 12FCK 92" 6' -2-L11 \ \ 13' -O" 15' -Oz' I FRAMING AI \/ I \ 41'-011 ! 2'-611 510 \ ill / ( A -- 12" SON01Ui3E ON I pt?OpOS�b r-'OUNbA111_1N I,AN PROP05F12 FOOTPRINT: 2,434 50. FT,\ Nip rn MAX FOOTPRINT: 2,500 50. FT. 36" PICAFOOT FOOTING I H554YAxy4" 5TFEL COLUMN / PlbI OUTANR PVC CO /UMN & 1 OOTI CA SCNt�nUu� WP,APPFR: 11 Y2" FINI51-IFR 30 x 30 x I21 F00 G WiTN 3 1/ 21 1OJ A. LALLY COLN 30 x 30 x FO INCAWITH 3 112"O LALLY COL N J / R_ 40 x 40 x WITH F OING H C' H55 4 x 4 x 11/ 4 COLUMN I 2 X 6 PM55URE TREATED WALL 2 PLATE WITH SILL 5EALEP. X 12" ANCHOR POLT5 38" - m-. OC AND 12" PROM ANY ( 2) u 5 PAR5 HORIZONTALLY CORNER ---NOTE: PROVIDE V' d° • X 3" X'," THK 5TEEL WASHERS N 2" Cl -VAP, OF TOP d LINE OF FINISH GRADE VARIE5 d ° TWO COAT5 FOUNDATION SEALER i CONI1NUOU5 SEALER NOTE: ouT1200R SHOWER TO 6F 5FPARATF 5TRUCTURF NOT CONNECTER TO TNF 1-101_15F, 40 PT' R POST ON 10" 50NOTUM FOOTING, (TYP 012,5.) LOCATE FOOTINGS APPROPRIATE 1215TANCF OFF FOUNPATION, CANTILEVER FRAMING A5 NECESSARY, =N r T,O,F:, 13,5' \ 2 A3.1 \ 61-6111 45' -0" FROST WALL FNP. \ \ F�0M FOUNPATION L►GN W/ PITCNFf2 SLAB Posr up A I 3' -6 " Ins 1 yL ti GAP.AGE SLAt3 i h O ON GRARF I i LL e" -�N P05T UI' FPOM FOUNDATION jr \I 2 0 n \ \ x, fl I 0 O i PITCH SLA73 f7}�IP / = a� 5LA13 FLEV, � T,O,F• 13,5' i 10'-6"FROST WALL FNP, K F -I FOUNRATION STAGGERER16' -I I—" ! q 3 I I 5 3 3 4 J( I 12 O 50NOTUf3E t0 ALIGN INTERIOR ---- ------ -- � � � �� � :' I x4 PT' R POST SURFACE OF FRAMER 5 I h T.O. , f3.5' j ( CINC. PAR FOOTING WALL5 A130VF, RFFFR TO _11C CAI n OVERALL RIMFN51ON5 TOSPAN POST I I / ACHIEVE PROPER 5'-7" 12,_911 t ----I X12' ���x -,:� F�J/ MI AUCANMFNT, _ / 1 r--�� x I I N - =1==== ��- �____________ Li F_ OF FNTPIY µ a J L J© -- Jk 8 I P PCN A30VF N I rs� 13E AM POr ,1 — POGKrF <rYPJ cx / 12" 0 SONOTUI3F UP a' / I CRAWL 5PACF x4 PT' R POST b -. 11 51 -AP DI;OP NtEf � � O � 1 10,00_ 1100 PROJFCTER � ; / O 1 FRAMING Af30VF , — 8 >'�l - --'�1--� I v / M 0/ 0,2.135' N r _ F 8ii --- 2 , ------- --- — �_ U— — — — — — — — — — — — ---U 1 6X6 PT'D P051r ( d / ON 12" 0 5ONO11M 12" O SONOTUI3E 6x6 PT'R P05TPAI.O,F, 13 / OANR PVC WRAPPFI2: t UTI / .0 ( / IIy2" FINI51­1FI2. 5FF 12FTAI1_ 3 ON SNFFt A4,2 FOR 5FII 011N6CONFIG, FRGF OF 12FCK 92" 6' -2-L11 \ \ 13' -O" 15' -Oz' I FRAMING AI \/ I \ 41'-011 ! 2'-611 510 \ ill / ( A -- 12" SON01Ui3E ON I pt?OpOS�b r-'OUNbA111_1N I,AN PROP05F12 FOOTPRINT: 2,434 50. FT,\ Nip rn MAX FOOTPRINT: 2,500 50. FT. 36" PICAFOOT FOOTING I H554YAxy4" 5TFEL COLUMN / PlbI OUTANR PVC CO /UMN & 1 OOTI CA SCNt�nUu� WP,APPFR: 11 Y2" FINI51-IFR 30 x 30 x I21 F00 G WiTN 3 1/ 21 1OJ A. LALLY COLN 30 x 30 x FO INCAWITH 3 112"O LALLY COL N J / R_ 40 x 40 x WITH F OING H C' H55 4 x 4 x 11/ 4 COLUMN I 2 X 6 PM55URE TREATED WALL 2 PLATE WITH SILL 5EALEP. X 12" ANCHOR POLT5 38" - �/4 ' ' OC AND 12" PROM ANY ( 2) u 5 PAR5 HORIZONTALLY CORNER ---NOTE: PROVIDE V' d° • X 3" X'," THK 5TEEL WASHERS N 2" Cl -VAP, OF TOP d LINE OF FINISH GRADE VARIE5 d ° TWO COAT5 FOUNDATION SEALER i CONI1NUOU5 SEALER U e z C3 w zz F >LU< V 1 ( 2) u 5 PAR5 HORIZONTALLY N N 2" Cl -VAP, OF TOP 3 4,6 U i CONI1NUOU5 SEALER U TWO *t -I PAR5 fffpp�� Cd 7dpHORIZONTALLY A7 TOP AND AT GARAGE WALL5 ( TYP.) ° 6" THICK CONCRETE 5 -AP WITH POTTOM OF WALL N N Q� PER MA6SACNU5ETr5 d N 0 • ° ns PUILDING CODE, 8TH ED. ° E ?moi O CORNER---NOiE: PROVIDE 3" N 5". "10" '4 511 CK conmNuous Z 'EINFORCED � ;TE FOUNDATION WALL 0 UNE OF FINISH GP.ADE VARIE5 ° I �" X 3 �" KEYWAY . a P-8" X 12" THICK CONTINUOUS TWO COAT5 FOUNDATION STEEL REINVORCED CONCRETE SEALER d ° FOOTING -• • a a° G d, d - d 10" THICK CONTNUOUS REPAR ° d EEL ° CONCRETE FR05T WALL 1 s" X 3 7"' KEYWAY 5" 10" ° n FOUNDATION TICAL, I%OUNf�A�'ION WAf�� SCALE; I " = I ' -O' I J" CONTINUOU5 5EALER 4" THICK CONCRETE SLAP WITH 10 MIL POLYETHYLENE VAPOR FARRIER OVER MINIMUM 12" COMPACTED FILL ° d d V 1 ( 2) u 5 PAR5 HORIZONTALLY N 2" Cl -VAP, OF TOP 2 X 12 PM55UM TMATED 51LL � U i CONI1NUOU5 SEALER PLATE WITH SILL 5EALER fffpp�� Cd AT GARAGE WALL5 ( TYP.) 6" THICK CONCRETE 5 -AP WITH r.O.F, 13.5' N 10 MIL POLYETHYLENE VAPOR PARIIER " X 12" ANCHOR POL-I'5 38" N 0 • ° OVER MINIMUM 12" COMPACTED FILL OC AND 12" FROM ANY E ?moi O CORNER---NOiE: PROVIDE 3" N I l \�/� n U 0 CK conmNuous Z 'EINFORCED � ;TE FOUNDATION WALL J" CONTINUOU5 5EALER 4" THICK CONCRETE SLAP WITH 10 MIL POLYETHYLENE VAPOR FARRIER OVER MINIMUM 12" COMPACTED FILL ° d d T.O.F. 12,75 SCALE : I " s I'—o" T•O,F. 13,51 -P-/_It � a N 1 51,A3 F F V 1'I N 10 o , ,a 5F,C110N THP.,U 13UXKN,AP 51-AlfP., 5CALF: 1/ 2" - P-0" -0" ( 2) u 5 PAR5 HORIZONTALLY 2" Cl -VAP, OF TOP 2 X 12 PM55UM TMATED 51LL � U i CONI1NUOU5 SEALER PLATE WITH SILL 5EALER fffpp�� AT GARAGE WALL5 ( TYP.) 6" THICK CONCRETE 5 -AP WITH r.O.F, 13.5' N 10 MIL POLYETHYLENE VAPOR PARIIER " X 12" ANCHOR POL-I'5 38" N 0 • ° OVER MINIMUM 12" COMPACTED FILL OC AND 12" FROM ANY E ?moi O CORNER---NOiE: PROVIDE 3" N I l \�/� n U X'v" X �" THY. STEEL WASHERS Z � - - UNE OF FINISH GP.ADE VARIE5 ° o a TWO COAT5 FOUNDATION ° SEALER d ° d a a° - 10" THICK CONTNUOUS w n5T-REINFORCED d EEL CONCRETE FR05T WALL 1 s" X 3 7"' KEYWAY 5" 10" 5" FOUNDATION P-8" X 12" THICK CONTINUOUS STEELREINIFORCED CONCRETE a d FOOTING W/ (2) *+ 5 PARS HORIZONTALLY d � o • .� a SIC V/ FnOsr wAI,[ T.O.F. 12,75 SCALE : I " s I'—o" T•O,F. 13,51 -P-/_It � a N 1 51,A3 F F V 1'I N 10 o , ,a 5F,C110N THP.,U 13UXKN,AP 51-AlfP., 5CALF: 1/ 2" - P-0" -0" � U U fffpp�� U n o N °Do N 0 $ � E ?moi O i ci N I l \�/� n U Z � m o a i E u 0 2 P f?OI? O5[� P [� 7,05CA'F-: 1/ 4"-1'-0" (7 AS-" [�LE�VATI0N a Is 2 MA 12 ]10 5Tt�p 131�pI"OOM -7% 8' -rJI 16." O,C,_ ./` 5/8'' 5NF�F�1' POCK TNPOUGNOU1' 2 x 12 IPT R -ATI C 1W IN CA APA GF,> 2X plf2Gl% v 2X4 COLLAR TIF UN P� F11:26ir 5O -YF. AI?CN11I�-CTU4?A., A5PHALT 5HINGLF-5 -50 L13, 13UILPIN6 FF -LT CbX POOF 5NI;ATNINCA 2x10 WTF-p5 16" O,C. P-49 IN5ULATION Pt�COpATIVF- WOOD CFILIN6 C 2> 2X8 w PZAP FF -I? TIS I31�-AM 5F -r-- 2 52,2 WNITF- CI PAI? 51INGLF-5 TYVt�K PULPING WPAP %2" pT CPX PL-YWOOP 2x6 FFAMIN6 @ 16"OC. VAPOR 13Al�pII�-P P-21 IN5UL' �2" SN�t%TI20CK HAI,PWOOP FLOOMN6 OVF-P 31411 IPLYWOOP %13FLOOr� OVF�p 11--7/ 8" TJI 230 2 @ 16" O.C. A� I? -30 IN5UL ' - WNM-� CFPAp 5HIN6LI;5 TYV�K PULPING WPAIP !2" Cl2X IPLYWOOP 2x6 FFAMING @ 16'O,C, VAPOI; P/1REIF-I: F,-21 IN5UL' 5/8" 5Nr�F-TpOCK 10" THICK IPOWF-1:2 CONCPETFl FOUNDATION r-P.05T WALL ON 16" WIDE x 10" THICK CONCI2t�1r- FOOTING WITH ( 3) No, 5 P.,F-t ;? CONT. C TY "U.N,OJ , 6" TNK, CONCPE�Tr- SLOOP 5LAI3 W/ 6 x 6 -WI ,4xWl ,4 W,W,F , OVt�i2 6 MIL, POLY VAPOP C3ApI?IOI? M u 4 U W Q 8 w W00 O H U � O W �C N ,aO c O W c3 G4 N D W h�1 U U z m Z U co X a RM., 3.01 U W Q w W00 O H � O W 0 W G4 RM., 3.01 44 ti O 44 U 4-� E 0 OC) C14 co C)CD U� < cZ3 ;e C) 0 :S LU tf 0 co co co 44 U OC) U o c� co O a -4 M Qi -4 E U CU CIS 0 ell 'o 00 O E O ca LLJ 00 CO OD X 0 m 0 A3.3 A4 t . . . . . 91-611 I 5,1--711 5F,5HFE-�1' 52,2 FOP, TYPICAL 11F- PF -AM CON5TI2UCTION FAL5t� CF-11ING 1'O CrNTFII2 CrILING MTME N t�-XTMIOI? WALL ANS PPWMp P MAM k0l ( 2X8 PWTFp5 M -M) T TIZX, w o t�Q 7tr"'13, x 11-1/81, LVL wi-rH c 2> V2" X I I " 5TE�-L-�L P,ATI� c Wp�App>%i2 I1=!%8'-TJI-16" 0, At \ A AI At Jk AI A At L_ FBI /III I III/ 9/2" LVL COWNUOU5 C41ppr--p s C, /llb i�il� Illi// : I V I\00M I LLV- 1 o' -o' 5HFLp F-LF-VA1"ION i I -O" SNFILp 1"O MAIN1"AIN' 20' SHTI3ACK From S�p1'1C L- COLUMN & FOO-rI NG SCHFPULF, _30Y�0x12F001"IMCA WI11-(31/2"0 A. LALLY COLUMN 30 x 30 x 12 FOOTING WITH 3 1/ 2"0 LALLY COLUMN _ 40 x 40 x 15 POOPING WITH C' H55 4 x 4 x 1/ 4 COLUMN i 13UILf�ING S�C1"ION D Val 3,941 U V d � pU` v N N _ 8 O L N N W d U n � 00 00 O a Val 3,941 GENERAL STRUCTURAL NOTES 1. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE FOR ONE- AND TWO- FAMILY DWELLINGS, NINETH EDITION (780 CMR), AND ALL AMENDMENTS, WHICH IS BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE. 2. THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA), "WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO- FAMILY DWELLINGS (WFCM);' AND THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE7-10)." THE BASIC WIND SPEED FOR THE DESIGN OF THIS STRUCTURE IS 140 MILES PER HOUR (ULTIMATE) WITH EXPOSURE CATEGORY 'C' 3. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S). IF THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTIONS) BE COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 72 HOURS PRIOR TO THE TIME WHEN THE INSPECTIONS) IS TO BE PERFORMED. THE CONTRACTOR SHALL INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S EXPENSE. 4. ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG -TIE IN ACCORDANCE WITH CATALOG C-2014. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. ALL ENGINEERED LUMBER PRODUCTS TO BE I -LEVEL TRU5 JOIST (OR EQUAL) INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ROOF FRAMING CONNECTIONS 1. ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE RIDGE WITH (1) LSTA 18 TENSION STRAP AT 16" O.C. STRAP TO BE INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/ 10d COMMON NAILS TO RAFTERS. 2. ATTACH THE END OF EACH RAFTER/TRUSS TO THE DOUBLE TOP PLATE OF THE EXTERIOR WALL WITH (1) H2.5A CONNECTOR. CONNECTOR TO BE APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. ALTERNATE: USE (1) H2A FROM EVERY RAFTER TO WALL STUD BELOW. TSP CONNECTOR PER NOTE '1% "WALL FRAMING UPLIFT CONNECTIONS", IS NOT REQUIRED WHEN USING (1) H2A AT EVERY RAFTER. 3. BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE BLOCKING AT 6" O.C. PROVIDE 'V' NOTCH IN BLOCKING TO PROVIDE ADEQUATE VENTILATION AS REQUIRED. BLOCKING TO BE ATTACHED DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/ (1) RBC CONNECTOR. FLOOR FRAMING CONNECTIONS 1. PROVIDE (2)1 3/4" WIDE LVLS UNDER INTERIOR SHEARWALLS WHEN PARALLEL TO THE FLOOR FRAMING DIRECTION. IF C516 COIL STRAPS ARE SPECIFIED AS HOLDDOWNS AT THE END OF THE SHEARWALL, WRAP THE STRAP(S) AROUND THE (2)1 3/4" WIDE LVLS AS SPECIFIED, WRAPPING THE STRAPS AROUND THE LVLS. IF HOLDOWN AT END OF SHEARWALL I5 A HDU TYPE, SUBSTITUTE (2)1 3/4" WIDE LVLS WITH 3 Y2 WIDE PARALLAM (MIN). SEE DETAIL1113 . ALL BEAMS HERE UNLESS OTHERWISE SHOWN ON PLANS. 2. PROVIDE 3 1/2" WIDE PARALLAM PSL BLOCKING OR (2)13/4' WIDE LVL BLOCKING UNDER INTERIOR SHEARWALLS WHEN JOISTS BELOW ARE PERPENDICULAR TO SHEARWALL. PAD WEB OF TJI JOISTS AS NECESSARY. 3. ATTACH THE DOUBLE TOP PLATE OF THE EACH EXTERIOR WALL TO THE RIM BOARD OF THE FLOOR ABOVE WITH (1) LTP5 CONNECTOR AT 24" O.C. OR W/ (2)10d TOE NAILS PER 12". GENERAL STRUCTURAL NOTES WALL FRAMING CONNECTIONS 1. ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ROOF WITH (1) TSP CONNECTOR AT 32" O.C. PROVIDE (9)10d x 1 Y NAILS TO THE STUD AND (6)10d NAILS TO THE DOUBLE TOP PLATE. CONNECTOR TO BE APPLIED DIRECTLY TO 2x FRAMING, NOTE: NOT REQUIRED WHEN USING H2A CONNECTOR PER NOTE ON aF 2, EXTERIOR WALL STUDS OF UPPER FLOORS TO BE ATTACHED TO STUDS ON THE FLOOR BELOW ACROSS THE RIM BOARD WITH (1) CS16 COIL STRAP AND (7)10d NAILS AT EACH END OF STRAP, W/ A STRAP CUT LENGTH OF 18" + THE CLEAR SPAN ACROSS RIM BOARD. STRAPS TO BE SPACED AT 32" O.C. (EVERY OTHER STUD). STRAP IS NOT REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS. C516 COIL STRAPS MAY BE APPLIED OVER PLYWOOD SHEATHING. 3. EXTERIOR WALL STUDS THAT ARE ABOVE BEAMS IN THE FLOOR FRAMING SHALL BE ATTACHED TO THE BEAM WITH (1) LTS12 TWIST STRAP AT 16" O.C. (CUT SMALL SLOT IN FLOOR SHEATHING FOR STRAP) . STRAP IS APPLIED DIRECTLY TO 2x FRAMING. 4. ATTACH FIRST FLOOR STUD TO RIM BOARD WITH (1)CS16 STRAP AT 32" O.C. PROVIDE (6)10d NAILS TO STUD AND (6)10d NAILS TO RIM BOARD. ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH (1) DSP CLIP AT 32" O.C. 5. CONNECTIONS FOR WALL OPENING ELEMENTS (REFER TO DETAIL e) HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE L= V-0" TO 4'-0" (1) LSTA 9 (1) SP4 L= 4'4" TO 6'-0" (2) LSTA 9 (2) SP4 L= 6'-1" TO 8'-0" (2) LSTA 12 (2) SP4 L= 8'-1" TO 10'-0 (2) LSTA 15 (2) SPH6 *ALTERNATE : THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK STUD TO HEADER. ATTACH CONNECTOR WITH HALF OF THE REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TO THE FOUNDATION RIMBOARD. CONNECTOR TO BE ATTACHED DIRECTLY TO 2x FRAMING AND RIMBOARD. ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. NOTE 1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER (EXCEPT HERE NOTED). 2. PROVIDE (1) SSP FROM EACH.KING STUD TO DOUBLE TOP PLATE OF THE WALL, WITH (3)10d NAILS TO DOUBLE TOP PLATE AND (4)-10d NAILS TO KING STUD. FOR SECOND FLOOR (OR ANY LEVEL WITH TIMBER FRAMED WALLS BELOW) HEADERS, PROVIDE (1) C516 FROM EACH KING STUD ACROSS THE RIM BOARD TO A STUD IN THE WALL BELOW. FOR CS 16 STRAP SIZE REFER TO NOTE "2" ABOVE. FOR LOWEST LEVEL HEADERS PROVIDE (1) SSP CONNECTOR FROM EACH KING STUD TO THE SILL PLATE. 3. KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTE 'D' AND ABOVE IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN I5 ADJACENT TO THE OPENING. SHEARWALL SCHEDULE WALL TYPE SCHEDULE PLYWOOD - (EDGES BLOCKED) z15/2'1 8d COMMON OR GALVANIZED BOX NAILS @ 6" O.C. EDGES AND 1211 O.C. FIELD. PLYWOOD - ( DGES BLOCKED) A221%211 8d COMMON OR GALVANIZED BOX NAILS @ 3" O.C. EDGES AND 12" O.C. FIEL6. 15/2" PLYWOOD - (EI)GES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 2" O.C. EDGES AND 12" O.C. FIELD. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. NOTE: FOR PLYWOOD SHEAR WALL TYPES 1, 2, AND 3 LISTED ABOVE, 8d COMMON R GALVANIZED BOX NAILS = (0.131 x 2 %2'). GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE. SOLE PLATE CONNECTION SCHEDULE CONNECTION TO FLOOR RIM BOARD WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD (3) -16d COMMON WIRE NAILS PER 16" 2 (4) - 16d COMMON WIRE NAILS PER 16" (3) - SIMPSON SD525312 64 i' x 3%") WOOD SCREWS PER 16" CONNECTION TO CONCRETE FOUNDATION FOUNDATION SILL PLATE CONNECTION TO CONCRETE • dia. ANCHOR BOLTS AT 32" ox, NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/8" DIAMETER A307 STEEL ANCHOR BOLTS WITH 3"x 3"x %4" PLATEWASHER WITH 7" MINIMUM EMBEDMENT INTO CONCRETE. ALTERNATE: TITEN HD BOLTS WITH 3"x 3"x%4' PLATEWASHER SHEARWALL CONSTRUCTION 1. ALL SHEARWALLS TO HA VE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT EACH END OF THE WALL. 2. FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 1611 O.C. USE (12) -16d NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0" LONG. 3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS IN SHEARWALL. 4. ATTACH: DOUBLE 2X STUDS AND BUILT-UP CORNER STUDSATSHEARWALL ENDS WITH (2)16d NAILS AT 4" O.C. 5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. SHEARWALL HOLDOWN SCHEDULEI STRAP HOLDOWNS (1) -CS 16 COIL STRAP W/ (26)10d (0,148" x 3" LONG) NAILS WHEN STRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 2 %" LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2x FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAP *. O(2) - CS 16 COIL STRAPS W/ (26)10d (0.148" x 3" LONG) NAILS WHEN STRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 21/2" LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE APPLIED TO 4x OR LARGER POST) *. O(3) - CS 16 COIL STRAPS W/ (26)10d (0.148" x 3" LONG) NAILS WHEN STRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 21/2' LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE APPLIED TO 6x OR LARGER POST) *. FOUNDATION & HDU HOLDOWNS OHDU5-51352.5 W/ 55TS24 ANCHOR BOLT**. ATTACH HDU TO 3" (MIN) OF 2X OR GREATER FRAMING MATERIAL AND %" THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNWS/8 COUPLER NUT. HDUB-SD52.5 W/ 55T828 ANCHOR BOLT**. ATTACH HDU TO 41/2" (MIN) OF 2X OR GREATER FRAMING MATERIAL AND 7/8' THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW7/8 COUPLER NUT. 5 HDU14-SD52.5 W/ 58140 ANCHOR BOLT**. ATTACH HDU TO 5!/211 (MIN) OF 2X OR GREATER FRAMING MATERIAL AND 1" THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNWi COUPLER NUT. ALL HDU HOLDOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORK PRIOR TO CONCRETE POUR. USE APPROPRIATE ANCHORMATE DEVICE. LEGEND SHEARWALL TYPE OSHEARWALL HOLDDOWN TYPE 0 SHEARWALL HOLDDOWN - - - - SHEARWALL PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. XK XJ # OF KING AND JACK STUDS AT OPENINGS PROJECT ADDRESS: 85 HARBOR RD. W. YARMOUTH, MA ENGINEERING CONSULTANTS structural civil • environmental 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 JOB#: 18-279 SHEET G le0 DATE:11-01-2018 SCALE: NONE uj41 • • CO • -o, PROJECT ADDRESS: 85 HARBOR RD. W. YARMOUTH, MA ENGINEERING CONSULTANTS structural civil • environmental 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 JOB#: 18-279 SHEET G le0 DATE:11-01-2018 SCALE: NONE JACK 5rUD5 C# PEI: PLAIN OPENING J -S �f I. KING SruDS Ilk C# l��P PLttN X. - G516 -'57-PAP K(APPI-VD-f fP 65N) C# PrP PLANS) o tIOLDOWN tP�P PLAIN �— 7-11PEAPfO POD 14 a GNW GOU�L�I? 31 l0 5" 4 a ° a PEPAP° ANGt10P DOLT ° D5l' CPAP 65N a a .CPAP.65N a 557-01 040OWNfiNGtlOP SECTION VIEW JL HOLD DOWN AT HD DUILr UP GOPNjffP 5rUD5 CPI' DtfdL HD ) G516 SrkAtP CAiPPI-00 PEP 65N tIDU flOLDOWN (# PEI' PLANS) (PEP PLAN) ' II0 rtlPlfAiD,ffD POD DSP (PEP 65N 3" TO 5" GNW Gqupt-E' SILL PLtirE a 4 ANGtIOrP 001-7- 557-0 170L0OWN ANCHIO P a (PEP 65N Aa r SECTION VIEW MODEL # DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 5/8 12% 50" SSTB20 5/8 16% Ff 58" SSTB24 5/8 20%11 66" SSTB28 1 7/8 1 24 %11 74" SSTB34 7/8 28 %8" 82" SBl x30 1 24" 96" NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS. a a d d 45° 4 a. a . a _ d d a ° MIN #4 P�DAiI' '5'57 -01101 -DOWN MctlOP P05I7-ION IN WALL PPP ED6,ff UISrANGjff 5IMP50N MANUF1lG7"UPtfF5 1.75" FOP ZX4 WALL SP GIPIGAtrlONS 2,75" FOP ZXG WAIL MIN. REBAR LENGTH PLAN VIEW WINDOW mj= OPENING MODEL # DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 5/8 12%11 50" SSTB20 5/8 16%11 58" SSTB24 5/8 20%11 66" SSTB28 7/8 24 %of 74" SSTB34 7/8 283/811 82" SBlx30 1 24" 96" NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS. MIN. REBAR #4 PfPA P a EDGE DISrfNGE m 1,75" POP 2X4 WAiLL d z 2:15" POP ZXG W&I- a _ 55rP tIOLDOWN ANGHOP a Ft -AGE 55rD AlPPOW ON TOP OF ANGtIO�P DIAGONAl- IN GOPNEP APPLIGAirION PLAN VIEW 3 HOLD DOWN HD AT INTERIOR BUILDING CORNER ZX 01-OGKIN6 DL7WEEN PAF-rEPS LOOP 5fIf rtlIN (NO7-Gl7 FOO\ fNrILAtr10N IF PfOUI,PFD) POOP 5tlEA7-tl/N6 CPEFEP 7-0 AiPGtf1rfGrUPAl- CfD65 Nfi l-ING PLANS rop MOPS PrrAllL) POOF PAiFTEP PEP PLAN POOP PAiFiPP PPP PIAN (PEFEP 7-0 AiPGtllrEGTUPAIL PUNS POI' Pliffff D1MFN51ON5 AND EAiVE DETAILING) DOUDLE ZX TOP PLAi7-E PEAil✓I O'tllEA01EP (IP StlOWN ON PLANS) tt2,5At SECTION VIEW UNSrAiLL f PLOP rO r LOCKING AND PLYWOOD StifAirtl1N6) ALTERNATE: H2A 1.6 RAFTER TO TOP . RF UILr UP GO,PNrP 5rUD5 (PEP OETAtIL xD (I C-'516577PA l7DU tIOLDOWN —� CAiPPLIfD PES' 65) tPffP PLAIN C# PEP PLAN ) TWPEAPEV POD F9 -,5P (PEP 65N l a #� PDtfP a 3" r0 5" 4 . a GNW GOUPLEP SILL PLAfirr 4 . AWGtiOP DOL -7- 557-D t ol-POWN ANGtlop (PEP (55N) ° SECTION VIEW L • i HD L • HD a MODEL# DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 5/8 12 5/8" 50" SSTB20 5/8 16 5/8" 58" SSTB24 5/8 20 5/8' 66" SSTB28 1 7/8 1 24 7/g" 74" SSTB34 7/8 28 /8" 82" SB1x30 1 24" 96" NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS. 4:- 5)-'57-0 110LDOWN ANGHO,P #4 P�l�ffP A= PLAICE 5570 AtPPOW ON 7 -OP OP fNGt10P DlAt60NfIL IN zGOPNEP AtPPLICA770N fD6f D157-ANGE 1,75" POP 2X4 WAtLL MIN. REBAR 2,75"POPZX6WAILL 5" MIN. PLAN VIEW DUILr U 57-UD5 (PEP L)E rwL HD ) tIDU tIOLT1�OWN — (PrP AN) 1AP IAM(p� MAN) PLtirE WA",EP rtlPffAplffo POD *-NOTE DRILL HOLE FOR THREADED ROD iROU6H PARALLAM AND ATTACH W/ NUT AVD 3"x 3"xPLATE WASHER BUILDING �,"* 11okulml 1 -57 -Ai -'57-PAP Ail" /61101c (PEP 65N POOL' S17E117-11ING (7) 10d NA1,L5 (FACH fND) ++++++ ------------------------ 5ff AI-7T,EPN7-E POOr PAiPrfPS PEP PLAN ALTERNATE ATTACH OPPOSING RAFTERS BELOW RIDGE BEAM OR RIDGE BOARD WITH 2 x 4 COLLAR TIE AS SHOWN. RIDGE STRAPS NOT REQUIRED WHEN USING A COLLAR TIE. INTERIOR HOLD DOWN INTO BEAM IN FLOOR FRAMING RF 2X4 WALL EDGE NIVI-ING ++ ++ ++ + BOLD DOWN ++ ++ DOU13LE ZX TOP PLAir (PEP PLAN + PLAN VIE ELEVATION VIEW r5P UN -57 -ALL PPIOP7-0 NOTES PLYWOOD StifAirtl1NG 1. ATTACH STUDS AT B ILT UP CORNER TOGETHER WITH (2) ROWS 2X 5rUD5 NOTE: NOT REQUIRED IF H2A OF 16d (0.162"x 3.5") NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. IS USED AT VERY RAFTER 2. ATTACH STUDS AT B ILT UP CORNER TOGETHER WITH (2) ROWS ELEVATION VIEW of 16d (0.162"x 3.5') N ILS AT 4" O.C. STAGGERED FOR IST STORY SHEARWALLS. STRUCTURAL RIDGE 2X6 WALL 6x6 PT, 170LD DOWN (PEP PLAN) PLAN VIEW NOTES 1 001 w'_0 IN 6" O.C. 4" O.C. + ELEVATION VIEW 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS OF 16d (0.162"x 3.5") NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. . 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS OF 16d (0.162"x 3.5") NAILS AT 4" O.C. STAGGERED FOR 1ST STORY SHEARWALLS. PLATE 1'�F BULT-UP CORNER AT END OF SHEARWALL W PROJECT ADDRESS: 85 HARBOR RD. W. YARMOUTH, MA I % C,]\ L. IN ;L I L ENGINEERING CONSULTANTS structural- civil • environmental 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 WRIM =� /41f1 JOB#: 18-279 SHEET 4 DATE:11-01-2018 SCALE: NONE I PROJECT ADDRESS: 85 HARBOR RD. W. YARMOUTH, MA I % C,]\ L. IN ;L I L ENGINEERING CONSULTANTS structural- civil • environmental 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 353-2144 WRIM =� /41f1 JOB#: 18-279 SHEET G 1 • DATE:11-01-2018 SCALE: NONE OPTION #1 HEADER SIZE ® ® © DO EO L= V-0"TO4'-0" (1) LSTA9 RIMBOARD (1) SSP PER KING (1) CS 16- (6) 8d NAILS L= 4'-1"TO 6-0" (2) LSTA9 DOUBLE TOP PLATE (1) SSP (1) CS 16 - (6) 8d NAILS L= 4'-1" TO 6'-0" ++++++ + + + + + . (2) 2 x 12 HEADER OR PECIFIED + + + + + ++ ++++++j1HEADER EACH END D+ PER KING + + + + + PICAL, REFER TO PLAN FOR SPECI HEADER REQUIREMENTS) + + + + + +++++++ TO 8'4" (2) LSTA 12 (2) SP4 PER KING (SEE NOTE W) ++++++LST {SEE NOTE W) OF 8d NAILS AT 3"o.c. (774) 3531-2144 EACH END ALTERNATE TOP AND BOTTOM OF I P4 (2) -CS 16 4 STRAP (INSIDE F OF WALL) L= 8'-1" TO 10'-0" (2) LSTA 15 TRAP PER KING SEE NOTE 6 HEADER (2) 2x6 NO. EACH END FACE TOP PLATE AND HEADER L= 10'-1" TO 16-0" (2) ST2122 )FASTEN (1) SSP (2) ST2122 TOP PLA TO HEADER WITH PER KING PER KING O (2) ROWS OF ibd SI R NAILS AT 3" O.C. (2)-2x6 FASTEN SHEATHING TO ADER WITH 8d COMMON OR GALVANIZED BOX NAILS 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRA G (STUDS, BLOCKING AND SILLS) TYP. {2 2 ( )- x6 FOR A PANEL LIC F NEEDED ANEL EDGE FRAMING 1532 STRUCTURAL SHALL BLOCKED, ANO PANEL SHEATHING O UR WITHIN 24" OF ID- HEIGHT OF WALL. BLOCKING SHALL BE5THD14 MIN. 2"x2"x3/6' NAILED WITH HOLDOWN PLATE WASH (3)16d SINKERS o. e STH 4 HOLDOWN O ad ° 0 d j 0 e. V e d 4 as e e eda'e ° e 5/8' DIA. ANCHOR BOLT .: e°, ° ° ,. 4 e e d a d, (7" MIN. EMBEDMENT) SIDE ELEVATION . APA PORTAL WALL (NOT TO SCALE, FOR EXAMPLE ONLY! SUBSERVIATE TO TT -100F) OPTION #1 HEADER SIZE ® ® © DO EO L= V-0"TO4'-0" (1) LSTA9 (1) SP4 (1) SSP PER KING (1) CS 16- (6) 8d NAILS STRUCTURAL PLYWOOD SHEATHING TO L= 4'-1"TO 6-0" (2) LSTA9 (2) SP4 (1) SSP (1) CS 16 - (6) 8d NAILS STRUCTURAL PLYWOOD SHEATHING TO L= 4'-1" TO 6'-0" PER KING EACH END OF STRAP PER EACH KING STUD MATCH ELSWHERE. NAIL DOUBLE ROW EACH END SEE NOTE PER KING EACH END OF STRAP PER EACH KING STUD (1) SSP L= 6'11- TO 8'4" (2) LSTA 12 (2) SP4 PER KING (SEE NOTE W) OF 8d NAILS AT3"o.c. {SEE NOTE W) OF 8d NAILS AT 3"o.c. (774) 3531-2144 EACH END ALTERNATE TOP AND BOTTOM OF I P4 (2) -CS 16 (1) SSP L= 8'-1" TO 10'-0" (2) LSTA 15 (2) SPH6 PER KING SEE NOTE 6 PANEL INTO DOUBLE NO. EACH END DATE TOP PLATE AND HEADER L= 10'-1" TO 16-0" (2) ST2122 (2) SPH6 (1) SSP (2) ST2122 PER KING PER KING OPTION #2 HEADER SIZE ® ® © 0 O� MA (1) - CS 16 (1) SSP FLITCH PLA STE L= V-0" TO 4'-0" W/ (5) 8d EACH END PER KING (1) CS 16 - (6) 8d NAILS STRUCTURAL PLYWOOD SHEATHING TO L= 4'-1" TO 6'-0" (W/ (5) 8d (1) SSP EACH END SEE NOTE PER KING EACH END OF STRAP PER EACH KING STUD MATCH ELSWHERE. NAIL DOUBLE ROW (2) - CS 16 (1) SSP L= 6'-1" TO 8'-0" 13' PER KING {SEE NOTE W) OF 8d NAILS AT 3"o.c. (774) 3531-2144 EACH END ALTERNATE TOP AND BOTTOM OF P4 (2) -CS 16 (1)SSP L= 8'-1 "TO 10'-0" W1(8) 8d PER KING SEE NOTE 6 PANEL INTO DOUBLE NO. EACH END DATE TOP PLATE AND HEADER (1) SSP L= 10'-1" TO 16'-0" (2) ST2122 PER KING *NOTES: 1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER. 2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. 3. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH (2)-16D NAILS PER 6" O.C. (CLIP FOR JACK STUD TO SOLE PLATE CONNECTION NOT REQUIRED) 4. STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING. 5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. 6. IF WALL SITS ON FOUNDATION WITH NO RIM JOIST, USE SSP CONNECTORS PER KING STUD ATTACHED TO BOTH PLATES. fiWIN,t ifm IN 0 PROVIDE PLATE AND MOMENT CONNECTION. FABRICATOR TO PROVIDE DETAIL HSS POST AS SPECIFIED BASE PLATE AS SPECIFIED CONSTRUCTION NOTES: 1) WELD BASEPLATES TO VERTICAL TUBE STEEL POSTS. P05T5 TO BE ATTACHED TO CONCRETE FOUNDATION WITH (4) —2' THREADED RODS. WITH SIMPSON SET EPDXY WITH 10" MIN. EMBEDMENT. 2) COLUMNS TO BE SPLIT AT BEAM LOCATIONS AND WELDED TO FLITCH PLATES TO PROVIDE MOMENT CONNECTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CO TRUCTION. PROVIDE PLATE AND MOMENT CONNECTION. FABRICATOR TO PROVIDE DETAIL HSS POST AS SPECIFIED BASE PLATE AS SPECIFIED aIA° d a 'a. a e ad ad a° n 4 . , a d .. .°.. a d • S EEL MOMENT FRAME o EXTERIOR. WAL (NOT TO SCALE, FOR EXAMPLE ONLY!) O HEADER (PER PLAN) WINDOW/DOOR DA5,ff Putre AND ANGHOP AOI --r'5 A5 PEP PLANS u SECTION VIEW O O 4 4 :Elno ANCHOI: d Lr A5 PEP FI -M5 U5F I.5" GE DI5rANGE FK'017 5D OF pLArES (MIN) AND 225" FP0M DGIff OF GONCPETF (MIN) SMD D 7-0 /6" (M/N) EllffDMENT U 5ET GONSri: UGrION 1'OXY Q O O 4 a a° oa 4 IMF PLAN VI FRAME BASE (NOT TO SCALE, FOR EXAMPLE ONLY!) CN FLITCH TE (1) STEEL "x 9" W/ (2) LVL a X 9 4' RD. O� MA i� FLITCH PLA STE "x 9" W/ (2 VL 14'x 94' PROVIDE PLATE AND MOMENT CONNECTION. FABRICATOR TO PROVIDE DETAIL HSS POST AS SPECIFIED BASE PLATE AS SPECIFIED aIA° d a 'a. a e ad ad a° n 4 . , a d .. .°.. a d • S EEL MOMENT FRAME o EXTERIOR. WAL (NOT TO SCALE, FOR EXAMPLE ONLY!) O HEADER (PER PLAN) WINDOW/DOOR DA5,ff Putre AND ANGHOP AOI --r'5 A5 PEP PLANS u SECTION VIEW O O 4 4 :Elno ANCHOI: d Lr A5 PEP FI -M5 U5F I.5" GE DI5rANGE FK'017 5D OF pLArES (MIN) AND 225" FP0M DGIff OF GONCPETF (MIN) SMD D 7-0 /6" (M/N) EllffDMENT U 5ET GONSri: UGrION 1'OXY Q O O 4 a a° oa 4 IMF PLAN VI FRAME BASE (NOT TO SCALE, FOR EXAMPLE ONLY!) CN SHEET 17 r 1 .L • 2 w RD. O� MA i� r A r MCI NZIE ENGINEERING CONSULTANTS structural • civil - environmental 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 3531-2144 P4 w rn V1 P4 P4 NO. REVISION/IOSUE DATE PROJECT AbDRESS: SHEET 17 r 1 .L • 2 85 HARBO RD. W. YARMOU�fH, MA r r MCI NZIE ENGINEERING CONSULTANTS structural • civil - environmental 1279 MILLSTONE ROAD BREWSTER, MA 02631 (774) 3531-2144 JOB#: 18-279 SHEET 17 r 1 .L • 2 DATE:11-01-2018 SCALE: NONE E • wgq i pp � C, M d O N N C �{{ CO O N r� U Q Q E O8 L N W v Q c = d O Z U w W Q� O in ALIGN OUT5IPI- OF MAMIN6 ACP055 5TAGGF-I:EP FOUNPATION FWJr�CTW WALL FpAMIN6 A30VF-. 12" 0 50NOTUM 6x6 PVP F05TPAPPF-P OUT ANP PVC VXAPP[�P: I I y2" r-m5H�P, 5r;� Pr -TAIL 3 ON 5HF-r�T A4,2 FOP 5PFCIAL POST AMP POOTN6 CONPIG, FVc4 Or PF -CK r-1'AMING APOVE�, ALL HF�APFI: 13�AM5 TO FI?AMt� 5TAIP.5/ FL�VATOP. TO 13r ( 2) 1'058 U!' – MAMA FLOOp IN 05E1 ANP 13 YONn FOP FU PF- U55 A5 ELEVA50r, 4'x5' 0 FK5-r N,OOp MAMING PLAN 6X6 I'1"'P P058 — ON 12" 0 SONOT UM6 < 3> PVP 2X8 pIM —� PVP 2X8 FFAMIN6 16" D.C. --------------IQ----------- - now 12" 0 50NOTU13 ON 36" 131GPOOT HOOTING H55 x4xy4" COLUMN NOt? f1�f PAPPF-P OUT ANP PVC --WFF-P; l l y2" FIN15HF-12 13 _ - < �0 PT' P 2X8 1:1 M PVP 2X8 MAMING 16" O.C. - I2" O 50NOTUPF- 4x4 PT' P P05T 0 COL-UMN & FOGIV NG 5CNF-nUL-r- _ 30 x 30 x 12 FOOVNG WITH 3 1/ 2 LA -LY COLUMN _ �O x 3O x 12 FOOTING WITH 3 1/ 2"0 LA -LY COLUMN 40 x 40 x 15 FOOTIN6 WITH C' H55 4 x 4 x I/ 4 COLUMN N Q N Q o U � � H � C) 0 t� �WJ 00 ct O 0 S200 �T F'r'y •• F®3 O U p � U 4�' N a M O_ co _ U N N C>•T't O OD � C T---4T---4Q GC3 O U a L ` U y � a w a R U z U coW III VIM OISTS 16" O, 50LIP rO5i' UP/ POWN 12' -9" - 11 2x10 1'7'-6 L® � < 3J 13��." X 9 2" LVL CONTI NNUOUS IrP p051 DOWN 6�AM pOCK�i I � i xl J IS l fill 0 FK5-r N,OOp MAMING PLAN 6X6 I'1"'P P058 — ON 12" 0 SONOT UM6 < 3> PVP 2X8 pIM —� PVP 2X8 FFAMIN6 16" D.C. --------------IQ----------- - now 12" 0 50NOTU13 ON 36" 131GPOOT HOOTING H55 x4xy4" COLUMN NOt? f1�f PAPPF-P OUT ANP PVC --WFF-P; l l y2" FIN15HF-12 13 _ - < �0 PT' P 2X8 1:1 M PVP 2X8 MAMING 16" O.C. - I2" O 50NOTUPF- 4x4 PT' P P05T 0 COL-UMN & FOGIV NG 5CNF-nUL-r- _ 30 x 30 x 12 FOOVNG WITH 3 1/ 2 LA -LY COLUMN _ �O x 3O x 12 FOOTING WITH 3 1/ 2"0 LA -LY COLUMN 40 x 40 x 15 FOOTIN6 WITH C' H55 4 x 4 x I/ 4 COLUMN N Q N Q o U � � H � C) 0 t� �WJ 00 ct O 0 S200 �T F'r'y •• F®3 O U p � U 4�' N a M O_ co _ U N N C>•T't O OD � C T---4T---4Q GC3 O U a L ` U y � a w a R U z U coW CO � � X � m I W C, O N W N A o W U W Q 'mo M N W a pp O v N N O O 8 O - 0 r U Co w CL U z N p Z Um � co Q� O a W U W Q a 00 � W Ill w U o f1r-^fir/7. •^ra U O O U � O n o 6 U N CM CIO _ 0 00 O O w w E Eff O U L U m � w j v U U m �- U o Z W W co O m w U f1r-^fir/7. v Jl1 O � � O 00 w w 03 4-� O O