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L 1 111 1 L I— I j— C" -3r -0 rn LO U') 21 t2 to to LO 00 C� V-1 U11) U') 14-1 0 to to U') U') Cr (n in, -�g C I E 1.2 E 0 Ez C-9 1 CL 0 S C� C C) cli CL C'4 C=) 15 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 1 Od 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 A BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C.. (2) 2x SPF TOP PLATE FLUSH W1 TOP BLOCKING INFO W/ ) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN -SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE BLOCKING 0 1. APPLY SUB (3) 2x # SPF (2) 1 Od TOE NAILS AT EA. - INTERIOR HEADER rSEEFOR DETAILS DETAILS U') FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2xSTUDS ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS X" 2x4 CONTACT U.N.O. ON PLA N IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ITI ----- )9 SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x 11 FLOOR SYSTEM 7 - m - M NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE 2 AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 1 Od SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN 7E =4 OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON Dou x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END OF . 10 . !-4! CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK INSTALLED AT EA. END HEADER SEE Q/S4 FOR REQ'D JAMB I ^:t 11 *j I G.C. VERIFY INTERIOR I.. 1.-1 1/2" GYP. BOARD OR REQUIREMENTS TO HORIZ. BLOCKING BLOCK TYPICAL BLOCK 2x CRIPPLE AT EA. INFO .. [--I MSTAM36 10d WALL SIMPSON LSTA30 w/ (11) 1 Od (2) SIMPSON STRAPS w/ (7) EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN �M (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 1 Od NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD 1 & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE 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 CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED SECTION CORNER MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL GIRDER/COL. CONN. @ 2nd FLOOR HEADER CONN. @ 2nd FLOOR('TN� SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS 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 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP -7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN F RIPPLES IF LONGER THAN 8" TYP. A a 2 - 2 x 4 SPF SIMPSON CS1 6 w/ MIN. 12" END (D TOP PLATES LENGTH ON STUDS W/ (11) 1 Od (1) SIMPSON LSTA30 w/ (22) 10 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2X6 WAI 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT To CLIPS) NAIL BACK LEG OF CIPPLE TO T (2) 2x HEADER TO SIT HEADER 12 TOENAILS FLUSH w/ THE OUTSIDE I 1 11 A NAILS TO STUDS ABOVE & (11) 1 Od NAILS TO STUDS BELOW. NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE w/ (2) 0 SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 1 Od NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 31DE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 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 0/—(2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR )JR j (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR j AT STEP DOWN LOCATION, MIN 7 REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x ------ PLATE SEE PLAN MORE INFORMATION XSPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR I 12d NAILS AT 6" BLASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 87 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL OPENING WIDTH 4 FEET). BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2X8 WALL) @ 24" O.C. F EWALL OR BEAM WALL) AT EACH STUD AT HEADER / (MAX. IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE W/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE *4' INTERIOR HEADER LH 2 x 4 i2'SPF STUDS TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 W/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER EXTERIOR HEADERS SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYP. Z-@ 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" FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT W/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 W/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS 0 PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 W/ (12) 1 Od NAILS AT N FOR FTG. REQ. 115"1 SEE FOUND. PLA STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAM BS TOP AND SIMPSON SP1 W/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS W/ (3) 12d TOENAILS T&B ''��SEE FOUNDATION PLAN -4- TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO — MATCHJACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR r5 FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. 2nd FLO OR � �6 STUDS BELOW (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER SHEATHING CAN STOP ONCE UNDER 2 STORY COL. GIRDER CRIPPLES ARE LESS THAN 8" (IF SCALE: N.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 REQUIRED AT TOP PLATE 1-�CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION SEE SS FOR RETROFIT S E 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED HEADER STRAPS NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED NAIJCAN (2) S I M PSON LSTA24 W/ (18) 1 Od L \\�_ (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 W/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d 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 FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 W/ (6) 10d x 1 "FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 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' 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. UDS @ 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 W1 (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 LARGER THAN 4 ft 2x SILL PLATE W/ SIMPSON 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR (2) IS GREATER THAN 4 FEET r8 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). A SIMPSON LS30 wl (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON SCALE: N.T.S. 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 A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH S I M PSON LSTA30 w/ (22) 1 Od NAI LS 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 I FLOOR DECK - O.C. @ 3' 2x4 BEYOND —X DOUBLE W/ 10d NAILS @ 8"o.c. 0 AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN 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. cm- C= Ct C.0 CD U C *D rm C; SN OWN ��SE f < j 0. F �,O 0 FESSIO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained writhin these raw ngs comp y w a 0 Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 04 0 C,00 00 u-Lu q LL -j uj Co C a- 9 9 W W Lu m Z OD 6 C) 04 Z ce) LL 04 < 0 3 ou z W 0 0 0 Cl) E3 V) 0 C3 Q) .12 — LL U 0 g LLJ 'm E C) 0 C-- - S < co q) 0 -A z Cl) z 0 LL- ;1; 01 01 E U no 'z < m 0 0 U 0 z CL E C,j ru R �� 0< E, < 0 D , 0 0 < % '0 0� z z -7 0 z 20 z < 10 z < 0 W L < mo T, C) '0 2 C:> > X U') LID < cis 0 T— co LO 0 j LO , Cr . . T— WU .2 CN m 4-- LO Ir— < U) 4-0 U) Cq 0 +� CN LO 00 .0 U- 64 -0 (0 (0 LO CD CN -- co < E CV) C13 z E Co a. E 0 0 JOB NO 22-12366 SCALE : AS NOTED_ SHEEr NO. D2