36071 Carriage Pine Ct - Laserfiche WebLink

Browse Search

(2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE TOENAILS 2x4 TO TRUSS TOP TRUSS SEE R/S6 FOR CONNECTION INFO TO CONNECTION IF MSTAM36 CAN NOT BE INSTALLED 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ (6)-1 Od X 1 1/2" TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. EXT. SHEATHING MASONRY WALL BELOW AND CONNECTION. (22) 10d NAILS ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 /—OF MASNORY & 8d + BLOCKING INFO G) SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS 2xSTUDS + FLOOR + ADHESIVE TO T STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 1 Od TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. OB 2x4 CONTACT 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS SURFACE A 2x4 #2 BLOCKING 2' U.N.C. ON PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE 2 AT 48" O.C. IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE EXCEEDING 6 FEET. OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D (2) USP MSTAM36 STRAPS w/ (8) 1 Od G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL REQUIREMENTS I 1-1/8" RIM BOARD TO HORIZ. BLOCKING TYPICAL BLOCK WALL JAMB INFO 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 1 Od END OF OPENING TO STUDS ABOVE PLATE NAILS & (5) Y4" x 2 Y4" TAPCONS SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. CONTRACTOR VERIFY W/ PLAN 8d NAILS @ 3" O.C. WALL SHEATHING JOIST SEE PLAN (2) - 12d TOE NAILS TOP (2) USP MSTAM36 STRAP(S) CENTERED W1 (8) 1 Od NAILS I -JOIST SEE PLAN TIE BEAM PACK w11 Od NAILS FLOOR DECK @ 8"o.c. >—FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) Y4" x 2 Y4" TITENST TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" l'-O" AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" 1'- 0" GABLE END RIM JOIS O.C. (MAX) AND @ EACH END OF WALL UNDER SIMPSON (2) MSTAM36 W/ (7) 1 Od NAILS & (4) Y4"xZY4" TAPCONS PROVIDE BLOCKING BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 1 Od NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26) 10d SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED NAILS (G.C. TO INSURE SOLID BLOCKING ECTION CORNER CAN NOT BE INSTALLED S MASONRY WALL (2) - 1 Od TOE NAILS EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT BLOCKING DETAIL GIRDER/COL. CONN. @ 2nd FLOOR HEADER CONN. @ 2nd FLOORr4_'N� SCALE: 1/2" = l'-O" AS NOTED SCALE: 3/4" 1'-0" SCALE: 1/2" 1'-0" SEE Q/S4 FOR USP SPT24 @ EA. STUD W/6-10d 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 USP SPT4 W/ (6)-1 Od X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @ HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP REQ'D TYP-7 @ 24" O.C. USP LSTA24 W/(1 8)-1 Od NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN CRIPPLES IF LONGER THAN 8" TALL. T_yP-j 2-2x4SPF USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-1 Od X 1 1/2 SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) 2x HEADER TO SIT W TOP PLATES LENGTH ON STUDS W/ (11) 1 Od (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) NAILS TO STUDS ABOVE & (11) 1 Od OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH W/ THE OUTSIDE NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. D USP SPT22 W/ (6)-10d TO STUD & @ W/ (22) 1 Od NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER NAILING AREA (TYP.) (2) 2x HEADER (4) - 1 Od TO PLATE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER SEE PLAN FOR COL. SIZE /:(2) CONNECTION SEE PLAN USP MSTA36 STRAPS CENTERED EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. W/ (22) ld NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER AT STEP DOWN LOCATION, MIN 7" XSP F EMBEDMENT PAST STEP, REQ'D JAMB INFO EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. MSTA36 STRAPS w/ (26) 1 Od NAILS (EITHER USP OR SIMPSON STRAPS PLATE SEE PLAN CONNECTION DETAILS FOR Z� Xl�." MORE INFORMATION FLOOR SYSTEM OR 12d NAILS AT 6" C B BASE PLATE USP SPT4 EACH STUD PRE-ENGINEERED @ HEADER / JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE 2x CRIPPLES @ 16" O.C. _�, W/ (2) 12d TOENAILS T/B OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH END OF 2-STY. FRAMING ARE ADEQUATE) BAND JOIST & BLKG. O.C. TYP T & B USP SPT6 OR (2) 2 x #2 SPT8 @ 24" o.c. SYP WAL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER U.N.O. SPACED W/IN 6" FROM OPENINGS (2) - 2 x4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER (BLOCK SOLID) j AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B INTERIOR HEADER PACK W/ 10d NAILS @ 8"O.C.— INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. LE 2 x 4 42 SPF STUDS EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS, TYPICAL BLOCK WALL-------,, PLYWOOD ATTACHED PER NAILING SCHEDULE USP HTT45 BASE W/ AT 16" O.C. U.N.O. (2, z OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN (18) 16d NAILS & V8" ANCHOR BOLT W/ BOX HEADER SEE PLAN E P F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 1 Od NAILS TIE BEAM MIN. 6" EMBEDMENT (2) 2x TOP PLATE (2) LSTA1 2 WRAPPED UP D BASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. CONTRACTOR MAY USE PROVIDE BLOCKING AND OVER TOP PLATE x PPLES @ 16" O.C. W/ USP SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS /t- T.-IT— SPT22 & SPT24 (OR SPT4) 1 Od NAILS & (4) Y4114Y4" CONNECTORS @ TOP PROVIDE EXTERIOR SHEATHING TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS SEE FOUNDATION PLAN PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS ATTACHED PER NAILING SCHEDULE 2 ST. INT. BEARING WALL ADEQUATE FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. MATCHJACK STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. @ 2nd FLOOR STUDS BELOW HTW20 @ BASE TO HEADER 5� LOWER ROOF. 2 STORY COL. GIRDER r7 (IF CRIPLLES ARE LESS THAN SCALE: 1/2" V-0-1 SYSTEM 42 SCALE: 1/2" = V-0" 8" LONG NO STRAPS ARE SCALE: 1/2" V-0" REQ-D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT S E 8/D-2 FOR ALT, CONDITION. DETAIL TO BE 1'�CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (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) USP LSTA30 STRAPS US P S PT4 W/ (6)-1 Od X 1 1/2" 2x4 STUD S PER PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. SEE Q/S4 FOR REQ'D JAMB INFO THEN DOWN THE FACE OF HEADER/STUDS W/ (22) 10d 2) 2x HEADER SEE PLAN DOUBLE 2x4 USP MP3 EACH END TYP. FOR OPENINGS LESS THAN 4'-0" WIDE, (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" O.C. TOP PLATE SILL MAY BE ATTACHED W/ (2) - 16d OVER TOP PLATE THEN DOWN US P S PT4 W/ (6)-1 Od X 1 1/2" W/ (2) 12d TOENAILS T/B TOENAILS @ EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 1 Od NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. WO/ _4'"7�2x (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. STUDS @ 16" O.C. 2x CRIPPLES @ 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. EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING, (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 ft 2x 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING OPENING LARGER (2) SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 1 Od NAILS IF OPENING IS GREATER THAN 4, r8 IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, BUT NOT EXCEEDING 6 FEET, MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2x4 ON SCALE: N.T.S. A MP3 CLIP IS TO BE INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR EACH END. FLOOR DECK TOP OF 2x8 TO REQ'D JAMB INFO BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED (2) USP MSTAM36 STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING W/(22) 10d NAILS CENTERED W/ (8) 1 Od NAILS 2X CONT. RIBBON W/ (2) 10d NAILS NAILED TO STUD PACK W/ 1 Od NAILS @ 8"o. c. FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM @ 3" O.C. 2x4 BEYOND DOUBLE CONTRACTOR MAY USE AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 1 Od NAILS & (4) Y4"x2,Y4" BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: 1/2" = 1 1-011 SYSTEM 42 SCALE: 1/210 = 1'4' SCALE: 3/4" = l'-O" zm 0 0 Z co U) z V) CD C—n (Dm U — 0 LLJ UO E 0 U-) m LU I_ E — 8 co ce) 0 " 10 7S CO, 0 0 , r U 1 00 < 0 cn 8 LC) OS t CL ch < 6 A I 8 D. N, I C..j U-) U, r- 0 ci LU < 13- 60 AAM m G) 4Q IL( FV_ .e r 'tation, and Tothebest %,,ngme�eRi?n'&I belief, t thin Code 5th Edition (2014) Residential. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 C) Z rj 0 (L) N 1,-4 C:) U-) cc:)) 170 Ln M Ln (n m V- z CA 5 r, < 2 Ln C U. Ce U CL 00 < z Z E ...0 z Uj j CD W �z u, z LLI 0) Z, LOL, iZ U., z a Ln 0 z z 0 "0 N Ln U) 0 od U Cn uj Rgg U-i fn 0 Ly a� C"4 Z z LU Ln Lij di r-4 z 82 CIO T--1 z Z t— U LLJ lu, z 0 9 0 rn lr_� 0- ul SCALE AS NOTED DATE 2/24/2014 TECH: FFLORES VERSION NO 2mO SHEET NO. D2