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HomeMy WebLinkAboutPLANS FOR 7 SUTTON PLACE SWL denotes Blocked Plywood Shear Wall @ Rear Garage Wall use 1/2"MB sheathing nail 8d&4"o.c.perimeter and 4"o.c.blocking and 12"o.c.field[Intermediate]wall 2x top plate secured to wood framing above with 1/4"diameter by 5"long at 4"ox SDS Simpson self drilling Screw or Trus Lock screw,block framing with double 2X if framing is not parallel with shear wall below Anchor bolts along this shear wall 1/2"diameter 4'-0"o.c.continuous strip footing header shear wall 3-11-7/8 LVL Continuous Header/ - VL BEAM&TO BE DESIGNED Portal Shear Nall See SG5 Garage Door .IER1_U•- Fralnin eathhi"RE air meats b�0 O 2) WINDOW SIZES AND GRILL PATENT TO 38'-0" OT TO SCALE :f _ BE VERIFIED WITH SUPPLIER Matching Corner Dowels,Typical,All Corners, NOT TO SCALE m 3)FINAL LOCATION OF STEEL ______ _ SeeSGI.2____.____________-___.________________-___ _________.________.___ __ SASHES TO BE SITE DETERMINED a o _ _ } 0 5 a ___ _______-________ __ ___-______ _ -------------------------------------------------------- 4) 0.0__1.o-v--o--0--v-0 I-a O __ �3FEEL-SASH--a .-,v U 4)LISE DOUBLE SILL DUE TO ° - e GARAGE UNDER n"x s4"CONTINUOUS LALLY BASEMENT --i;; ----- """ "" rte_______ 40".F'ENIM1f-------- PAP FOOTING Wit h 4"CONCRETE SLAB FIRE RATED 8HEETROCK ON *" yC�• m' 344 Bottom 3' ClearON CRUSHED 6TONE 0 - GARAGE SIDE OF WALL 4 OI-G.GABA E. 9U m 9 3/2"CONCRETE FILLED 0 ` 11 rt LALLY COLUMNS W/PLATE6 S 0 2xb INSULATED WALL W/ y', mj PRESSURE TREATED SILL cl �I .wy ^ rq r .j (3)2,12 BUILT-UP BEAM 3�'' � 3 I/2"CONCRETE FILLED Z R hl L)` LALLY COLUMN W/PLATE O G M 4 12"x30°PAD FOOTING 6-11" 6'-2° 6'_2•, 6'_2,. 6'_2„ 101—o.. W � O L ___ __________ - 'a ' o __ p, _____________ --- M BY N N o� °u _ ______________ ____ __ _ ______ _ N n __________________ ,-_______�_ _ ��' }'LV BUILT�UP BEAM � DESIGNE d RI c 24'-a" U° 4n Vn W Z LOOR • i� �.4 WALL D. BOiH SIDES U 3' SLOPE CONCRETE DOWN 3 JOIST C. • ` TOWARDS GARAGE DOOR ` i) 6m Framing 1 odler5 U --LVL BUILT-UP BE p O y �'(� DESIGNED BY OTHERS 4"CONCRETE GAS CURB A N� a , (STEP UP) bo R --- O O ® > ' --•°--'-----'-"--' 10"CONCRETE _______________ _ DOUBLE 2x6 PRESSURE TREATED I FOUNDATION WALL ON SILL WITH SILL GASKET ]O FOOTINGS,(TTP) I/2"ANCHOR BOLTS O"O.G. � Reinforcing see SGl• Matching Corner Dowels,Typical,All Corners, WITH T604 wA8HERs &12" 12'_6" seeSG1.2 BIM mersRO FING 12' g' avry�❑C- Z 777(BELOW GRAPE) ,'y)"",(H,GYf`blq•1,;�'�f 38'-0" .,... —0 10"(VERIFY)CONCRETE WALL N % (TYPICAL) t fl 71 t i.. f ``tt'' C !Av �8'(TYP.) T Denotes BASEMENT BLAB G'It I FURAL / S.. By Others Typical.Seismic.S'tr'ait Date 8.17.15 4"POURED CONCRETE SLAB 1 d0.LU'43'4 Yp P OVER CRUSHED STONE Job 15217 At Garage Door 10"x RO"CONCRETE FOOTING ®® C Openings See SGI.2 .2 WITH KEYWAY with 3-#4 Bottom i 22 ((``gy�pp,, .. C 1 1 4"DIA, EPINYa TILt`N'/lr & 0 6"CRUS CLEAR STONE FOUNDATION WALL SECTION with Reinforcing see SG 1.2 ® B F'OCXET DTL COVER W/R 08 PAPER NOT TO SCALE SCALE:3/4"=I'- By -By Contractor ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER 6'1 Rmmulu 2 WINDOW 51M'77GRILL PATCNT TO BE VERIFIED WITH SUPPLIER CONTINUOUS RIDGE VENT y C, 3 )All Framing By Others � o 12"BUILT OUT RAKE(TYP)—' NIP ROC � d � 12"RAKE "r' •6� e bD GA C CONTINUOUS RIDGE VENT Cd � CN — H O C ® M 14"LOUVERED SHUTTERS L GLADSOARD SIDING Ge dl ;aa C7 yrri PI 6"CORNER POST CC O Qd � Wall Sheathing,Nail 8d[Penny]at c VE(W IM{�I ➢ GARAGEUNDER r,. 6"o.c.Perimeter,12"O.C. Den es un c Field[Intermediate Typical Se' mic Shap it i11 At Garage Door Openings See SG1.2 Date 8.17.15 Job#15217 FRONT ELEVATION 3/1e"Y'_p° SG-2 NOTES: ar 1) ALL LVL 5EAM5 TO BE DESIGNED BY 5UPPLIER CONTINUOUS RIDGE VENT 2) WINDOW 51ZE5 AND GRILL PATENT TO BE VERIFIED "^ WITH 5UPFOFIR 3)All Framing By Others v 'an on W R CONTINUOU6 RIDGE VENT - W _ Ya GLADBOARD SIDING V) C 6"CORNER POET .A.' ,y 01 2 a 4L-:�— 4"CORNER POET 12 x Ib DECK 6EE BHT 10-1 6+ cd p � ^CS G Wall Sheathing,Nail 8d[Penny]at GARAGE UNDER--- - 6"o.c.Perimeter,12"o.c. DenotesField[Intermediate] ypical ismic Strap r, arage Door Openings See SGI.2 nc1 sMO; Date 8.17.15 Job#15217 l Itih Rr=aR ELEyATION FSG-3] CONTINUOUS RIDGE VENT RxlO TER6 Framing by Oth Ps -2x12 CONTINUOUS RIDGE '1/2"Cpk PLYWOOD ROOF SHEATHING S®16"O.G. ^ ASPHALT SHINGLES ON 15-FELT PAPER eave Blocking,leave 1-1/2"Air Gap G 3'BITLI HANE ON EAVES Block 2x_,nail 4-12d Toe Nailed Framing by others Roof Sheathing,Nall 8 12 O 2112 RIDGE - U [PennPenn at 6' o.c.Peri t x31/2 y] 10/IT ROOF PI7CH- 12"o.c. Field[Intermediat .lo Roo AFTERS— Framing by others i LVL BEAM DESIGNED 2 [LING JOIST /WHITE GALVANIZED DRIPEDGE BY OTHERS 16'O.G. C ^w• UNDER ROOF STARTER Framing by others 'pA by 1x4 TRIM R-36 INSULATION �1I GABLE END WALL C W N q 1/2"DRYWALL ON 67RAPPING 12_ Ix8 FASCIA BOARD >� Framing&Insulation b others o F o167s z g y -CONTINUOUS ALUMINUM 0 -------------- -- y+ ® M VENTING STRIP ---------�-mow V W dl _ INTERIOR WALL CONSTRUCTION � ¢¢p --- '3 � • 2x6STUDS m 16"O.G. I'p" R-21 BATT INSULATION C� 3 MILS POLY VAPOR BARRIER 1 6ECONP FLOOR 1 I/2"DRYWALLC A _ c pOUBLE PLATE AT TOP WITH SOLE PLATE At BOTTOM ----- 3 •Y r •'n C A Z V1 V] Qi CROSS BRIDGING-(TYPICAL) EXTERIOR WALL_CON6TRUCtION T/16"C.S.B.SHEATHING FLOOR FINISH(TYPICAL) BUILDING WRAP F S 1 3/4"T PLYWOOD SUEFLOORING CLAPBOARDS A6 PER ELEVATIONS U Framing by Others DECK GLUED,NAILED AND Wall SheathingNail 8d Penn at i SCREWED TO FLOOR JOISTS / [Penny] 6"ox,Perimeter,12"o.c. rIReT FLOOR N W1r R�E -T Heasa Field[Intermediate] FloNail 8d� ^ MINIMUM 8'.TO FINISH GRADE or Sheathing/ - SLOPE GRADE AWAY FROM BLDG. GROSS BRIDGING(TYP) B V [Penny]at 6"o.c.Perimeter, .10 Reinforcing see SG1.2 _ 12" l,r,Field LInterme�l ate] o c pOUB E 2x6 PR SSURE TRE T D IO"(VERIFY)GONCREtE WALL Z L SILL WITH SILL GA6KEi '4 (TTPICAU e SILO E HEADER 0 2xi6-FE9BR'JOIST o- — Framing o ANCHOR BOLTS 6'O.O. _ --BITUMINOUS DAMPROOFING (3)�'�1 1 by others (BE4LOW GRADE) (Y! U1 u G,lHr ; W�- BEMENT 3I/2"GONFILLED CZ O CONTINUOUS C EL LALLY / ST f I 1 CONTINUOUS COLUMN PAP -STAIR TRINGE 2-O O BASEMENT 6LAB _ 4"POURED CONCRETE 6LAB ` NE 14' 0" 14 0° Date c�.I7.15 OVER CRUSHED STO 4"PIA.WEEPING TILE W/ !I"' XTEN I_----- -- y IO"x 20"GONCREtE FOOTING 6"CRUSHED CLEAR STONE )' EXTENSION .IC V 15217 W/RED ROSIN PAPER FRAME WALL SECTION_ SECTION A-A 6 STAIR SG-4 NOT TO SCALE NOT TO SCALE o H d tend ' o= Hoeoder to extend Tl'P l c,a 6 16d option after Foundation Pour, Sinkers stud Header Sp/rco F i e� m Heodor eonneor Pm re ro rleoder If req°o-sd Option to ST111D14 Strap itH ry 2 lad nils O 12" sheot1119 edg substitute eetln z °,... one y4 rebnr HD1I5 hold down simp,on 3 LSIAz4 so-°p — ©!Bd g, g l l� 9 with SDS 2.5 inch of each end of opening n °" rebor len th ales 1 °n,ne;de foe¢of w°ll ((rp) h screws,drill 5i8" o connect She°tmng to " Diameter anchor C vette to Header - Heodv w�rh ed nails °l _ ° t w o o a m s tieh 2 row,/6d snker s bolt 8' Noll,®3"o c O5 I. P H c` ' i�3 Sheothin Splice HIoU<ing for sneoth/ng loco�on— tl Fele l 0 II (1 H 1teH1'ent 0 /b ,^Po' i i 2 0 o 4'°boom top of 8d N°ils AI/Studs, o ° a H loundarron Connect i Pl°tes,Sill, n it ryp INN01nP tll (3) 16d Snker Nolls gloekmy®3"o c. a epoxy Or old e with e e AC100+Gold epoxy Addlt/on°l studs fl Fal II an NIT FaaAa �i. r far Goroge Ooor „ h Fntl Hls (HF/9P1a FIHF) m Connect Sfudswith 2 rows — if needed ° Motlai No F '-1 10d n°]Is O 4-1- 91 II WIAII� fi —�B 10 _ -s/e'Anon°r e°lte meg _ Lige STHD14 (2) (f� srxo a as sssns with 2"x2"x3/16"Ndsher P/ate \ Si,,,o,STHO 14 Shop Tle - AJ07 Colts, 7'embed (min.) Hold Dow of 111h e d 11 n l4"°E ead,°[m%�j Cook. ��oe etltl,eNl�etl loeee,F.,le,le N " Gelinas Structural Engineering LLC o�"POAa' �m 579A North End Blvd tale¢'n�e�od;��doaeN�r�e,�e,h�=l,�etle� ve,�;p tl�e Ce,/gn t?a',���ello„o,��:P;oa.,aee�o�F,F,fie,�F�e ee eemtl�a�etl eztlfiF. Salisbury MA 01952 eased °n lRc Zoos see see Portal nme Ph 978.465.6436[danlgelinas@comcast.net] Pion Sechon P602 411, Coordinate with Grog 1 0o b/e tOoor in, �o„nd9 ,�, sne,,�r,,",m”, T ical Seismic Stra At arae oar entngs Curage Door Nom to smote f.off r oo Framing & Sheathing Requirements +, P, C � 112”deo. t''i A307 steel b,1 bolts with t embedment of 7"into#/ lottion. 7 L 7 torts bola)per sol pmts, r I� Lell /veto 4"min and 12 max Trocm each y co caP of rh, ill p/ate a tion. °Y Sim som LCC ll M 9 o � Anchor Bolt _ muy b°tb°se —beddded er l s l A Placement plot emb n n<r to lob t;, Date1521 5 Job#15217 Lally Columna A„ De tail SG'eJ SWL denotes Blocked Plywood Shear Wall ry Rear Garage Wall use 1/2"MB sheathing nail 8d(&4"o.c.perimeter and 4"o.c.blocking and 12"o.c.field[intermediate]wall 2x top plate secured to wood framing above with 1/4"diameter by 5"long at 4"o.c SDS Simpson self drilling Screw at,Trus Lock screw,block framing with double 2X if framing is not parallel with shear wall below Anchor NOTES: 3-11-7/8 LVL Continuous Header/ bolts along this shear wall 1/2"diameter 4'-0"O.C.continuous strip footing header shear wall portal Shear Wall See SG5 Garage Door Framin S eathingR$_CFu-menu --- --- !E,0" - OT - -----------__ -________ 2) WINDOW 512E5 AND GRILL PATENT TO 38 e _"---- NOT TO SC - --- - TO ALE SCAL __ BE VERIFIED WITH SUPPLIER Matching Corner bowels,Typical,All Corners, al ee5(.1.2__.___.______________ 3)FINAL LOCATION OF STEEL ---'---5" ------ __ �_ _ SASHES TO BE SITE DETERMINED o e :_�_.�. - - _ STEEL SASH__ ------ ------------ _._____ ______.____________ _ ________V_ - Y �'� se 4)USE DOUBLE SILL DUE TO _ ----ao- NMG----- ° GARAGE UNDER 12"x 24"CONTINUOUS LALLY- BASEMENT - 0 � PAD FOOTING Wlt /W L FIRE RATED SHEETROGK ON ^�^ y C �Q! 3-#4 Bottom 3°Clear 4"CONCRETE SLAB ON CRUSHED STONE 0 ;',', GARAGE BIDE OF WALL 1 GLC.GABA E C d 51)2"CONCRETE FILLED- 0 '� - til - LALLY COLUMNS W/PLATES S 0 N 2x6 INSULATED WALL W/ Uj, 6 "O PRESSURE TREATED SILL W > N �3 ° (3)2,12 BUILT-UP BEAM 31/2"CONCRETE FILLED _ N101-01, O N _ LALLY COLUMN W/PLATE PAD FOOTING .,< pq M' �,• 1 12"x90" a0 rn 6'_2„ 61_2„ 6'-2" 6'-2" ' L t. Oso e o a. .Illy -1- _ ___ _______________ ----------- ---------- ------------ .___:___. _ ____ _.__._____"__. ______ 1'���°� ,1a -_._______._�_ ___ AM DESIGNED BY ' � T N __________________________ 1 M OTHERS OLL 2x LOOR -+x4 WALL U'3 _ SLOPE CONCRETE DOWN __ 3 BOTH"IDES p- JOIST 12 C. / TOWARDS GARAGE DOOR O j Framing b or rs —LVL BwLT-UP BEAM v 0 0 Y L' d✓/� �— DESIGNED BY OTHERS > e - ,a , a• ;bO. �`p �; -4"GONG SEEP UPTE )CURB ' �1 I a• V O ------------ DOUBLE 2x6 PRESSURE TREATED _�a_V.-_v_v__I v-:o- -______ _ _ ___________ _____________ IrrI ° ` IO"CONCRETE a FOUNDATION WALL ON SILL WITH SILL GASKET 20"FOOTINGS,(TYP) C `� iv - - O H uT (wBOLTS a Reinforcing see SG I. ----------------- v2^ANCHOR BOLTS 6-o"o.e, g ]. - matching Corner newels,Typical,All Corners, WIT j 6, &12" SeeSGr.2 O t[!I l:Orners 12'_6" 12'_9" r- z BITUMINOUS DAM PROOFING--, 7777 -- 38,-0., _ 1(✓Y-0° /BELOW GRADEJ -- -- --- 5�-0 - IO"(VERIFY)CONCRETE WALL- f-=--"----- (TYPICAL) / ('/ !' �`\g"(TYP) Denotes EASEMENT suB1JOU 9 15217 ,>''tF"il� • E �. Typical Seismic Strap Date 8.17.15 4"POURED CONCRETE SLAB d - OVER CRUSHED STONE At Garage DOOT Openings See SG1.2 lo"x 20"CONCRETE FOOTING WITH KEYWAY with 344 Bottom 3"Clear S; . SG-1.1 4"DIA.WEEPING TILE W/ 6^CRUSHED CLEAR STONE FOUNDATION WALL SECTION_ with Reinforcing see SG1.2 ® BEAM POCKET PTL_ COVER W/RED ROSIN PAPER -- SCALE.3/4"a r-O" NOT TO SCALE NOTES: A 1 S I 2) WINDOW SIZE5 AND GRIU-.PATENT TO BE VERIFIED WITH SUPPLIER CONTINUOUS RIDGE VENT � u 12"EU1LT OUT RAKE(TYP) — HIP ROC O'y �-12"RAKE I� V C CONTINUOUS RIDGE VENT 14"LOUVERED SHUTTERS—� - --- --Ea OLADBOARD SIDING gz 'Ccc C7 in n � - 6"CORNER POST cC O G Wall Sheathing,Nail 8d[Penny]at o A 6"o.c.Perimeter,12"o.c. GARAGE UNDER c S-1 Field[Intermediate] %�Den es Typical S 'smic Strap Z At Garage Door Openings See SG1.2 Date 8.17.15 FRONT ELEVATION Job#15217 3/16"=1'-0" SCj-2 NOTES: CONTINUOUS RIDGE VENT 21 WINDOW BlZrS AND 6PII-L PATENT TO BE VERIFIED WITH SUPPLIER tM z CONTINUOUS RIDGE VENT O A CLADIEOARO 61DING V1 0 6"CORNER POST -12 4 V1 V] 2.- 4"CORNER POST 12.IS DECK 65E SNT-D-1 Wall Sheathing Nail 8d[Penny]at CA 0 GARAGE UNDER 6"o.c.Perimeter,12"o.c. r- Z Denote ck Field[Intermediate] ,S ismic Strap ypica1� AtAadrage Door Openings See SGI.2 Date 8.17.15 Job#15217 REAR ELEVATION FSG-3 NOTES- ^ WINDOW BIZEB AND GRILL PATENT TO BE VERIFIED 1 i o WITH SUPPLIER 38._0„ F� p ��Ull 8'_6•. �g�_0� 5'_6"x 4'S" s F, / W,1. dt I� I '.i %\ I � BEDROOM 2 BATH M., ATH I CLOSET o s e N a10" -o - LINENa _ a 6HLV6 -2 r R Sri ROOF I ' M _ 4'-5" — _ HALL I ----------------- ' -LVL BEAM / o o ._--�� OPEN RA_I " —" o -- 7'-g C N4ASTER BEDROOM: BEDROOM 3 /// ------- c BEDROOM 4 O r N o z Beam Above - Date 8.24.15 L � Job#15217 E's"x a's" 2nd Floor Plan 4'_0" 6'_6'• L3-3- 6._3.. 3'-� 4'-a' SG-3.3 12-g 12._6.. -- 12. 9., �— E (P O 28._0.. � A_ r r 14._0.. � 14'_0 81" 14-0 T U3 m F-T I Eiji H! r 6 0 7'-0" r 14'-0" 28'-0" f-C o Gelinas Structural Engineering LLC D 7 Sutton Place 6- 579A North End Blvd Salisbury MA 01952 W N North Andover,MA Ph 978.465.6436 idanigelinas*comeast.neti NOTES WINDOW SITES AND GRILL PATENT TO 6E VERIFIED H_� n,WITH 8UPPLIER 2x8 Collar Tie @ 32"O.CNail7-12d CONTINUOUS RIDGE VENT2x12 CONTINUOUS RIDGE-- 0"Butt Tight � M 2x8 CEILING JOISTS @ 16"O.C. a W 2,6 CEILING JOISTS C 7 TRAY CEILING WITH '700 2 Oi 1/2"DRYWALL ON STRAPPING @ 16 O.C. \ ~ C^n' Q r 216 RAFTERS m 16O.G. I 7WALK-IN 1 3 SET MASTER BEDRM. p CLO - Q O I ]x10 FLOOR JOIST =---- 17f b.. 10=b" 28' 0° y SECTION -s MASTER BEIDRM. a NOT TO SCALE y C y VA11k c z Date 8.24.15 Job#15217 SG 3.5 CONTINUOUS RIDGE VENT /1 �1 ,-2x12 CONTINUOUS RIDGE 7x10 ROOF RAFTERS >>�nn /,�' / A HAL PLYWOOD ROOF SHEATHING cave Blocking,leave 1-1/2"Air Gil N�tN��i��•�T � ��2x10 ROOF RAFTER&a 16"O.G. Pe6PHALT SHINGLES ON 15"FELT PAPER 1g' p Po BITUTHANE ON EAVES Bioo1<2R Hall 4-12d TOC Nailed A 3 of Sheathing,Nail 8 — --'- \� 12 U CJ [Penny]at 6"o.c.Peri t �1O ROOF PITCH _ CJs 1/2 a 10/12 -- �1( 2 12' o.c.Field[Intermediat 10 ROOF RAFTERS \ V P \__ LVL BEAM DESIGNED 2 x 6 CEILING JOIST J W _ —WNIiE GALVANIZED DRIPEDGE BY OTHER& I6"O.G. G• —� UNDER ROOF STARTER Q •bA bA 2.10 FLOOR Ix4 TRIM JOISTS — E R. INSULATION (� GABLE END WALL / C W N I/2" 12" 1-FASCIA BOARD �, } V 'b DRYWALL ON STRAPPING L 2x10 FLOOR JOISTS - —CONTINUOUS ALUMINUM _ p R-m SEGONp FLOOR BATT 1NsuLAnoN O W Q VENTING STRIP ____ ___ INTERIOR WALL CON6TRUOTIO_N p �• 2x6 STUDS.16"O.C. �" ww O } V 3 MILS POLY VAPOR BARRIER Y i 1/2"DRYWALL I— i. �• r DOUBLE PLATE AT TOP WITH ! -- ^ Q •r O\ BOLE PLATE AT BOTTOM '� R tOA 1 �J U1 C/l QI ___ EXTERIOR WALL CONSTRUCTION CRO66 BRIDGING(TYPICAL) - T/6"0 S.B.SHEATHING ---� _ _ _ _ FLOOR FINISH(TYPICAL) _ _, BUILDING WRAP /---2x10 FLOOR J019 _ S/4"T PLYWOOD SUBFLOORING CLAPBOARDS A$PER ELEVATIONS U DECK GLUED,NAILED AND _ Wall Sheathing,Nail 8d[Penny]at SCREWED TO FLOOR JOISTS - - B 6"o.c.Perimeter,12"o.c. FIRST FLOOR __ -- D 2x10 FLOOR JOISTS e 16°O.G. \� 3 WITH R-SO EATT INSULATION � — F cid[Intermediate] ro - Floor Sheathing,Nail 8d MINIMUM S'TO FIN16H GRADE SLOPE GRADE AWAY FROM BLDG. —CROS&BRIDGING(TTP) U [Penny]at 6"o- c.Perimeter, ®°w Re nforcing see SG 1.2 12"o.c. Field Intermediate] DOUBLE 2x6 PR 66URE tREATED SILL WITH SILL GASKET a�' 10"(VERIFY)CONCRETE WALL e Z (TYPICAL) e 6L0j HEADER 0 2.10 FLOOR JOIST ANCHOR BOLTS 6'0.0, --B1. ITUMINOUS DAMPROOFING 0 pry _ (3)2x12 BUILT-UF BEAM � (BELOW GRADE) $ SEMENT �i �x171 CONTINUOUS C6TEEL LALLDY ^I r Q IL_ STAIR K NGE -FOOTING 2L0 N PI O .;^ ^- - �� CONCRETE FoorING------ N�- 14 p - 14 p Date 1521 5 4 POURED CONCRETE&LAE OVER CRUSHED STONE - -- - --- PIA.WEEPING TILE W/ EXTENSION .IOU 15217 lo'x 20' 6"CRUSHED CLEAR STONE W/RED ROSIN PAPER FRAME WALL SECTION SECTION A-A a STAIR SG-4 NOT TO SCALE NOT TO SCALE Header to ex(end Hoeader Ca extend h ldd I I I option after Foundation Pour, Siker.Stud Meader Splice i e� ( He-der c-nna�r Pmre(-Hendcr It regnred s '111014 Strap ® tion to S N vvdh 2 mwv)Od nails®12 o.c. Sh-thing dg p Ya substitute One N4 reha, HDU5 hold down LsrAz4 sr-v 3 ad ��o� .evo�/e g with SDS 2.5 inch _ I , m antiend-f-pen ng ono2' nee race-r w rr Rrp> screws,drill 5/$n o n I C-nneet sdeot!'- r- �, Diameter anchor P "L' ,der Header w/th Bd nails 1 11 _ cE o Connect Plate d He, n 3" bolt 8 with 2 r ws l6d Sin/<er os shown-- '�F 1 � � n,n S 11-e - eembedment .. Sheat 9 P Mia l- (f\z m /-cation um iiaela ,nar)' I I I _a - elae•ab ove(o-of I 8d NO—All Stud s I Iosa rle Hi lt1Y-200 4CaN 10EnA UXV UY Powers er$ Ploas S]//sioandtion. & e with J -16,Siker Nods ° - AC100+Gold epoxy Addition-1 studs ry f tl nPll DI i E P5 ( ISPIS IN As G - arage door _ ,a Connect Studs w,th 2 rows for Gif needed - 77-o - use STHD 14 Iod nails 9 4 o c. I ,o fi 0 P (2)-5/8'Anohnr 6nne n'I th 2'•x1 x3/16"Hasher P/o La A302 B-lts 7 embed(min.) Simpson STfID 14 Sfrop 7e/ Hold down at each end of w-/I p ne/s (typ Ja - uaouc�. Gelinas Structural Engineering LLC °' 579A North End Blvd A "I0 Pes Pre-pL d lqn o 11 Salisbury MA 01952 lo, e-aed on 11 2Gos J See Porto/F e L Ph 978.465.6436[danlgelinas@comcast.net] see Pr-n se-hon 8662 ��y• Coord'n-te wi Lh Gar-ge [_4 double t0-oor See Goraq sheorhin-req-°mento Typical Seismic Strap At arae oar �emngs Note to Scale 1 o s o Garage Door � � Froming & Sheothing Requirements //2'"1- a 1' dia.(min)A302 stee/ 0 - e- hors bolts wlrh 1 �` 1 f - mbcdment of t il t'n. in d .J ( •�.,6 r�,f..'1, 4'm mal o�d�2.)�,Pn i ill pl r carry e-lamn e-a h y A i .v v end-t roe ell plate ae-aan. Z Slmpsoem LCC collyn e/a n q-1 Anchor Bolt � mliy mrr-m&hoee r r PIOCemen t para e bedded �/J }r,(`•°'4l' re''°d Date 8.17.15 Job#15217 Lolly Column De tail SG-5 NOTES: WINDOW SIZES AND GRILL PATENT TO 5E VERIFIED t'' WITH SUPPLIER C U e'—e" 16'0"(Not to Scale) O R Double 2x10 121 H Joist @ d 'on nn =o all steel slash windows W O N r m O C O M ]x 10 FLOOR JDIST I6"O.G. a 6� \I 2 x IO FLOOR JOIST 16"O.C. C3 O 6 00 ' Double 2x10 x —— @ 16"O.C. Solid Blockin �'o [Bla��emJ�111 J: Span 3 4tx [4j- _ w DOUBLE 11 7/8"LVL m m truss lock screw (5)2x12 Built- ° w E w t o c oy Up Beam m o op io s e -or- i 4 Solid E3locking (3)1 3/4 x 9 1/2 LVL I I I c xlO Iz" i rz p JOIST HANGERS "01, 2 12'—�" '0' TYP' Date 8.24.15 Job#15217 17-9" 12'_9„ 16'0"(Not to Scale) 54'0"(Not to Scale) First Floor Framing Plan j �' tdd1 NOTES: WINDOW SIZES AND GRILL PATENT TO BE VERIFIED WITH SUPPLIER V 0 a rrpvp�� 38•_0" G C/ Beam 201 /3-1.75 x 9-t/2 LVLs ®—®®a®a®u■ •bA bA W � � cue FQ � 'd 2 x 10 FLOOR J015T I6"O,O. C M uWd� '� u R z a 00 Solid Blocking Q A ON B21-�(2)1 3/4 x 91/2 VL – -- – -- -- =- -= =- -- -- :_ - a- .1 --- -- ' '- -- W DOABLE { 2,4 WALL BELOW �I m no °n Solid Blocking yrCr DOUBLE ❑ ixlo 12"o.c. � I ams rz J015T HANGERS f TYPJ 12._6,. Date 8.24.15 Job#15217 38'-0" 2nd Floor Framin Plan SG 7 1701.1��� �Ut-✓��` U c`�+ awl v� 3.2,It o,(, a o - - - - ---- ------- ------ a U- ....... --- c IIIb II14 IIIh 2 x 10 RAFTERS (Double @ 32"O.C.) 2 x 10 RAFTERS 2x8 V W I Collar T 16"O.G. ie @ 16"O.0 �� li @) 1v � Nail 7-12d 0 1� Ii m 2 x 12 CONTINUOUS RIDGE u _ � S � I I -- a .. I I' Header (2)1 1/2 x 9 1/2 LVL _ 2 x 10 RAFTERS 121-1-3/4 x 14"LVL — or — 3-1-3/4 x 9-1/2LVL 2 x 116 RAFTERS16 I Q� L� r1r 2x8 Collar Tie @ 16"O.C. C U 2 ---Nail 7_12d 0.i I a. d a i - z Eave Blocking -------- 2 x l01 R o GR6 See Detail 2 x 12 GONrINUOU5 2 x 12 CONTINUOUS RIDGE RIDGE Data 8.24.15 Job#15217 Roof Framing Plan SG 8.1 wW n ' aa��i� Z C C T 0 �. ��� 00 c� 2 Alt,Low(I Mront; 14 2100_ � NAI. I o-Iwi ' � Toe Nall MAY Tb J01-5T Zug lnis�s /� z x(p° ZXb Silt�vSorJ �p� 3 I{ r /,rte ' s cr v.( S1"!l�DS; ��h'(FfIPbC� 11Y� "I`D DouF3L� 5 �I� (ItItY� ap rb t3�u�jtl�; e�� ` --o Wive Eave Blocking Detail Eave Blocking Detail Aug`°°Z°' At Raised Seat / Platform Ji5°st6 At Lapped Ceiling Joist SHEETNO. (Scale 1 1/2"- 1'-0") SG-8.2 (Scale 3/4"-F-0") Simpson two DTTZ2 Lateral Ties or NOTES, Deck HDU-2 Lateral U NUMBER OF STEPS TO BE SITE DETERMENED Deck Support 2 x 10 P.T,JOIST d G DOUBLE OUTSIDE 2 x 10 JOIST CO BOTH SIDE6 a u 12'-0" 5/4 x 6" DECKING- r DOUBLE 2 x 10 RIM J016T C t4 InIn OVER HANG o _ 6HT w en 0 12"Sono BE z ° . a Vr a B 1 °' I II j -- ----- I � - ^ — ----- \'1__ L / 10"SONAR TUBE CONCRETE PAD J B � OUTLINE OF DECK D-1 U6E SIMPSON STRONG-TIE DECK PLAN L6C2 WITH HDG NAILS Finish' 2x12 P.T.Stringer @ 12"O.C. Date 8.24.15 Grade SoHo TUBE LAYOUT Grade 8"Concrete Pad f� � � Job#15217 � �. ,����, SG 9 SECTION B-B - COOPER FLASHING (MIN.12"UP ON SHEATHING) -2 x 10 RIM JOIST 5/4 x 6"P.T.DECKING- y C 2x10 P .JOIST 2 x 10 P.T.JOIST V V 16"O.G. JOIST HANGER W/NAILS u 2X10 FLOOR OUJOIST p DOUBLE 2x10 TSIDE / RIM JOIST 3)2 x 8Sim so H2.SA BUILT-UP BEAM - -I p (2)1/2"x 8"GALVANIZED Each Joist LAG BOLT 6 WASHER 8"C.C. W Q INTO EXISTING WALL STUD ,�, a"C+ VI � �' 2 x 10 P.T.LEDGER BOARDa o J. SIMPSON BCS POST y Q a CAP TYP. C7 in n O Simpson AB standoff post box typ. 6 x 6 P.T.POST 1/2"Diameter drilled expansion 10"CONCRETE FOUNDATION bolt 3l/2"embedding � °°°°°•°a°'�°ao,o° a.o d 12"CONCRETE SOnO TUBE 4'-O"BELOW GRADE ° (TYPICAL) C u C a � � n / o V \ Date 8.24.15 Job#15217 SECTIONS SG 10