6561 Back Forty Lp - Laserfiche WebLink

Browse Search

LO r- L0 C14 LO L0 ID E C3 C)- LO C) C14 04 LO L0 -2 LZ C14 15 C14 Lo (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. N EXT SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO (2D SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN S SEEFOR 2 OF MASONRY & 8d EEFOR BLOCKING NAILS T/B FLANGE BLOCKI NG 0 1. APPLY SUB (3) 2x # SPF (2) 1 Od TOE NAILS AT EA. INTERIOR HEADER DETAILS DETAILS LO 'IT FLOOR STUDS w/ 1 Od @ E (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2xSTUDS B ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS if 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ----------- Ev. XA SURFACE 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x � %1. 1.% 1 0 1 f� FLOOR SYSTEM __,�<; \ 11 NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST 2x4 SIDE BRACE AT 48" O.C. J.'i EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 1 Od 1 IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN V OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1/2" CLIP INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING wl (3) 12d EA. E N D J HEADER SEE Q/S4 FOR REQ'D JAMB L! -A G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 1 Od NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE V ON FLOOR SYSTEM TO MASONRY WALL 4-d V. VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 W/ WOIST SEE PLAN PACK w/1 Od NAILS FL OOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 1 Od NAILS & (4) 114"x2 TIE BEAM @ 8"o.c. SIMPSON MSTA36 STRAPS w/ (26) 1 Od J/ TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ WOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH IDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST- END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 1 Od TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL GIRDER/CIOL. CONN. @ 2nd FLOOR r-3'N),, HEADER CONN. @ 2nd FLOORK4'� SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 wl (6) 1 Od x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD IF NOTCHED AT HEADER LOCATION (2) (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP -7 SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN P. 2 - 2x4 SPF SIMPSON CS16 wl MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2XI6 WAI 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAIL BACK LEG CIPPLE (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d ri Od (1) SIM PSON LSTA30 w/ (22) 1 Od CLIPS) F TO 0 N11 I NAILS TO STUDS ABOVE & (11) 1 Od NAILS BENT OVER TOP PLATE T E (2) - 2X SPF TOP PLATE HEADER wl (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 Srr S I LIDS HEADER/STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C L1 AT 16" O.C. U.N.O. SIMPSON SP1 W/ (10) 1 Od NAILS INTERIOR HEADER NAILING AREA (TYP.) 31DE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER —UG (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. IFOR SEE PLAN FOR CONNECTION 7 SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS wl (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN T REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION xf' 2 SPF EMBEDMENT PAST STEP. SILL PLATE W/ SIMPSON LS30 W/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" :�BBAjE PLATE 2x CRIPPLES @ 16" O.C. O.C. 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 1 Od x SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B C W/ (2) 12d TOENAILS T/B BAND JOIST & BLKG. (2) 2 x #2 . ---------- FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O.. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF % STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 W/ (6) 10d K 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 1 Od NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 0 INTERIOR HEADER 2 x 4 #2 SPF STUDS TYPICAL BLOCK WALL-------- PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 W/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER \--UG (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT W/ BOXHEADER TY SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. P F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 W/ (10) 1 Od NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ V) D BASE PLATE W/ SIMPSON LS30 W/ (6) 1 Od x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 W/ (12) 1 Od NAILS AT 16" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS W/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR r5 FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER SHEATHING CAN STOP ONCE UNDER 2 STORY COL. GIRDER (IF CRIPPLES ARE LESS THAN 8" SCALE: T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. : ---ADDITIONAL STRAPS :,,.�SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION REQUIRED AT TOP PLATE TO STUDS TO MATCH HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED //--(2) SIMPSON LSTA24 W/ (18) 1 Od NAILS\— (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 W/ (22) [—SIMPSON SP4 wl (6) 1 Od x 1 1/2" (USE SP6 FOR 2X4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 1 Od NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE S I M PSON LSTA30 w/ (22) 1 Od SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER -2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ __��2x �STUDS 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 1 Od TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE W/ SIMPSON LS30 W/ (6) END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 1 Od x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET OPENING NAILED TO STUD 8� LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE PACK W/ 1 Od NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 W/ (6) 1 Od x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2 X, 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO _N: r* A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1 Od NAILS SIMPSON (2) MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"X2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 1 Od NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2X4 BEYOND DOUBLE W/ 1 Od NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. co V*j LO C= 71z zt M ra cu W CL -0 ow1111 It lilt I ow ��SE _-Z 0% FLO OC ss% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and sea[ is only for the structural engineering portions of the drawing pages beading Engineers signature and seal. E 62 0 w- (,I) �2 0�0 U:), t'2 :R 80 C14 CD a) co 4 __, L� Lu LL. -6— LL, 0 t5.� W 0 o� IL 11� 0 z U) W El El ;7,' fz- CD < W U :2 Q) 0 8 (0 LU U 0 Lj_j V) rn, ul U) LL E C) 'n, U) 0 140 z < LL. ce E Z < C�_ 0 E 8 cc 0 c2i" E co < 0 z 0 < z -C:5 < z� W. 0 1, 0, co H z �z n C8 W C, < z M <0 < 0 LO L0 E2 C13 0 CID C) U-) LO C:) 0 0 C) U) 0 CN M LO 0 U_ U-) co co C) 0) ol c) LO L0 C14 LO LC) E U') 0 z E Cn 2 C: a_ E 0 0 < JOB NO: 23-06126 SCALE : AS NOTED SHEET NO. D2