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HomeMy WebLinkAbout3800 Saltmarsh Lp 17-2438 (rev)EXTERIOR WALL 5HT'6. TOS RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2 Y2"x0.131" 0 3" O.G. INTO 50LE PLATE 1 Y8" (MIN) 05B RIM BOARD - FASTEN TO EA. I -JOIST o TOP 4 BOTTOM CHORD w/ (2) 3 Y4"x0.131" NAILS 2 Y2"x0.131" 0 3" O.G. INTO RIM - BOARD FASTEN RIM TO CMU BOND ' BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP o 24" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8'REINF. CMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS FASTEN ROOF 5HEATHING TO 2x BLOGKING w/ 23/8"X0.113" R.S. NAILS 0 b"O.G. ROOF TRUSSES 0 24"O.G. HANGER -BY TRU55 MANUF. PROVIDE 50LID SHIM BETW'N J015T 4 CONNECTOR IF J015T LOCATED LESS THAN I Y2" FROM CONNECTOR. WHERE JOIST 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. FASTEN 50LE PLATE TO RIM w/ 3"x0.131" NAILS o 6" O.G. 4 SHEATHING TO RIM w/ 2 "x0.131" NAILS o 6" O.G. I-J015T5 -PER PLAN FASTEN EVERY OTHER I -JOIST (w/ WEB BLOGKIN6 BOTH SIDES) TO BOND BEAM W (1) 51MP50N HETA16 (48" O.G. MAX) " 8" GMU BOND BEAM W/ (1) #5 GONT. SECTION 9/4",1'-0• �- 2xb BLOGKIN6 IN EA. TRUSS BAY FASTENED TO EACH CRO%IN6 STUD w/ (3)3 Y4 "x0.131" NAILS SEE DETAIL 20 FOR ADDITIONAL CONNECTION INFO 4 5HT6. FASTENING I-JOIST5 -PER PLAN VERT WALL REINF. TO Mr8" GMU BOND 13EAM EXTEND INTO BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SECTION 2x4 GATS o I6"O.G. FASTENED TO GABLE END TRU55 w/ (2)3"x0.131" TOENAILS. PROVIDE (1) SIMPSON H33 CLIP o OVERHAN65 > 12" GYPSUM BOA 1'-4" MAX PER ARCH FOR FIREPROOFING GABLE END VERTICAL WEB - REINFORCIN6 AS REGiURIED BY TRU55 MANUF. 3 Y4 "x0.131" TOENAILS o 1211- O.G. 2"- O.G. GONNECTING BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF GABLE END TRUSS TO TOP PLATE WITH 51MP50N A35 CLIPS 0 32" O.G. FASTEN BOTTOM OF 2x4 J BRACE TO DBL. TOP PLATE w/ (1) 51MP50N H25A d (2)3 Y4 "x0.131" TOENAILS FASTEN SHEATHING TO 2x4 BLOCKING w/ 23/8"X0.113" R.5. NAILS o 4"O.C. 2-0" MIN ROOF SHTG SHALL BE CONT. 24" MIN ONTO.ROOF �- 2x4 BRACE v4/2x4 T-BRAGE, SPACED o 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4 "x0.131" NAILS o 12" O.G. I L"■V @_WREURA 1 2x EXTERIOR WALL. -SEE PLAN FOR 5HEATHIN6 AND CONNECTION EFEG5. EXTERIOR WALL 54T'6. TO RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2 Y2'xO.131" o 3" O.G. INTO 50LE PLATE I Y8" (MIN) 055 RIM BOARD. FASTEN RIM TO EA. BLK(5 PANEL w/ (3)3 Y4"x0.131" NAILS MIN. 2 Ys"x0.I3I" 0 3" O.G. INTO 50ARD FASTEN RIM TO GMU BOND BEAM w/ 51MP50N HETAIb EMBEDDED STRAP 0 24" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINS. 5PE=GS FASTEN ROOF 5HEATHIN5 TO FASCIA WITE'-13/_"V/1 IICi" n G NAILS o b" c 2x FASCIA -SEE ARCH 2x SHEAR W - SEE PLAN SPEGIFICATI 2x4 BLOGKIN6 w/ _ (3)3 Y4"x0.131" TOENAILS EACH END x x x W3 Y4"x0.131" NAILS L PROVIDE 2x4 13LOGKIN6 0 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETI^IEEN TRU55 BOTTOM CHORDS FASTEN DRYWALL TO BLOGKIN6 w/5GRE05 /NAILS o 6" O.G. PROVIDE SOLID SHIM BETW'N BLK'G 4 CONNECTOR IF BLK'G LOCATED LE55 THAN 01' FROM CONNECTOR. WHERE BLK'6 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL R. BOARD w/ 3"x0.131" NAILS 0 6" U.G. I Y8" FULL DEPTH 05B BLOCKING o 48"o.c. ALON6 WALL (15T BAY ONLY) FASTEN 5HEATHIN6 TO EA. BLOCK w/ (5) #8 5GREW5 OR (ti)2 Y2"x0.131" NAILS. / I-JO15T5 X PER PLAN FASTEN EVERY 05B BLOGKING TO BOND BEAM w/ (1) 51MP50N HETAI6 (48" O.G. MAX) -8" GMU BOND BEAM W/ (1) #5 CONT. SECTION 9/4'=I'-0" IEE UPLIFT CONNECTOR )GHEOULE ON PLANS FOR ANNECTOR SPECIFICATIONS :A5TEN ROOF TRU55 TO >OUBLE TOP PLATE w/ (3) 3 Y4"x0.131" TOENAILS I -JOISTS -SIE PLAN WALL CONSTRUCTION PER STRLIGTURAL PLAN FASTEN FLOOR SHEATHING TO BLOGKIN6 w/ 2 Vx0.131" NAILS o b" O.G. SECTION 22 SGN29/4"=I'-0" 1)'o"055 BLOGKING EVERY OTHER BAY OVER SHEAR WALL FASTENED w/ (2) SIMP50N A35 CLIPS AT EACH BLOCK (PERP) OR I Y8" 05B RIM FASTENED W/ (1) SIMP50N A35 GLIP 0 Ib" o.c. OVER 5HEARWALL (PARALLEL) 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN(5 AND CONNECTION SPECS. EXTERIOR WALL 5HT'6. T0-, RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2)Yx0.131" 0 3" O.G. INTO 50LE PLATE I -JOIST RIM w/ 50LID WEB - BLOGKIN6 LOCATED o STRAP LOCATIONS. 2 Vx0.131" 0 3" O.G. INTO RIM- FASTEN IM-FASTEN RIM TO GMU BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP o 24" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. CMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS 2x EXTERIOR WALL 0 STAIRS OR 2-5TORY SPACE J -SEE PLAN FOR SHEATHING FASTEN SALE PLATE OF 2x WALL AND CONNECTION SPECS. TO BOND BM. P012" DIA. ANCHOR FASTEN 50LE PLATE OF 2x WALL BOLTS 0 6'-0" MAX. PROVIDE TO BOND BM. w/Y2" DIA. ANCHOR UJ MIN. (2) PER PLATE AND MAX 12" BOLTS o 4'-O" MAX. PROVIDE � FROM EA END MIN. (2) PER PLATE AND MAX 12" 2x INTERIOR WALL 0 STAIRS OR FROM EA END 00LL " 2-5TORY SPACE. IN51DE FACE OF DRYWALL SHALL OVERHANG FASTEN EXTERIOR SHEATHING MASONRY !/4". PROVIDE FURRING TO 2x PLATE w/ 2 Y2"x0.131" ON INSIDE FACE OF MA50NRY TO NAILS 0 3" O.G. MATCH DRYWALL 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" GMU WALL (SEE PLANS) 3 SECTION S AU- 9/4'=I'-0" FASTEN SOLE PLATE TO RIM W 3"x0.131" NAILS o 6" O.G. FASTEN WALL 4 CRIPPLE WALL 5TUD5 TO PLATES W )4 "0xb" LONG SIMPSON 5125 5GREW5 O EVERY OTHER STUD (32" O.G. MAX) IN "TOE NAIL" CONFIGURATION AS SHOWN RIGHT 2x INTERIOR CRIPPLE WALL 0 STAIRS OR 2-5TORY SPACE. INSIDE FACE OF DRYWALL SHALL OVERHANG MA50NRY 3/4". PROVIDE FURRING ON IN51DE FACE OF MA50NRY TO MATCH DRYWALL FASTEN 50LE PLATE OF CRIPPLE WALL TO BOND SM. WV DIA. ANCHOR BOLTS 0 4'-0' MAX. PROVIDE MIN. (2) PER PLATE 4 MAX 12" FROM EA END 8" GMU BOND BEAM OPTIMAL 22 DEGEREE5 W/ (1) #5 CONT. 5TUD TO PLATE CONNECTION RETRO I T nET,� I L THI5 DETAIL MAY BE USED IN LIEU OF DETAIL 35/5022 2 1/2'± 9' RECORD COPY ��\IDIA/G SAI g -ORD G�pA��4' LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. E5 G. * N 24 'a OF �S `• 40RIOPlot • e2\�� /0/1111110 © copyright: MULHERN & KULP Structural Engineering, Inc. � m WD c c IS + �o Z� ` N W *r ,�, d cc tm 20q o r �4 M&K project number: 181.17013 project mgr. S D l drawn by: C D V issue date: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK W ==J 2 0 2 sheet: SD2.2 J WXLL UJ Z } � O D J 00LL sheet: SD2.2