6564 Paden Wheel St - Laserfiche WebLink

Browse Search

(2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 BENT OVER TOP PLATE TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ (6)-10d X 1 1/2" TRUSS, SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. N MASONRYWALL CONNECTION. (22) 1 Od NAILS EXT SHEATHING BELOW AND ALT. SEE PLAN FOR CONN. (2) - 2x SPF TOP PLATE FLUS'H W/ TOP BLOCKING INFO (2) 2x HEADER SEE PLAN SEE FOR ( �2 OF MASNORY & 8d 2x CRIPPLES @ 16" O.C. NAILS TIB FLANGE , 0 1. APPLY SUB INTERIOR HEADER BLOCKING LO (3) 2x # SPF W/ (2) 12d TOENAILS T/B DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (1) 2x SILL PLATE W1 (2) 12dTOENAILS. EXTERIOR HEADERS 2x4 CONTACT 2xSTUDS ADHESIVE TO U.N.O. ON PLAN (2) 1 Od TOENAILS AT EA. 8" O.C. EACH SIDE END OF SILL. MAX SURFACE A 2x4 #2 BLOCKING OPENING WIDTH 4 FEET. IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x SEE FOR BLOC IKNG DETA LS if --\v 2, FLO M NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE OR SYSTEM m 1. - FRAMING PLAN FOR I -JOIST AT 48" O.C. EXCEEDING 6 FEET. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON MIN (3) 2x #2 SPF STUDS @ END A MP3 CLIP IS TO BE CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D -------------------------------- FLOOR DECK G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK JAMB INFO 1/2" GYP. BOARD OR BLOCKING 2x CRIPPLE AT EA. (2) USP MSTAM36 STRAPS w/ (8) 1 Od EXTERIOR STRUCTURAL 1-1/8" RIM BOARD WALL END OF OPENING USP LSTA 30 w/ (11) - 10d TO STUDS ABOVE PLATE NAILS & (5) Y4" x 2 Y4" TAPCONS SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD FLOOR DECK CENTERED ON FLOOR SYSTEM TO VERIFY W/ PLAN JOIST SEE PLAN kJOIST SEE PLAN PACK w/1 Od NAILS MASONRY WALL BELOW. CONTRACTOR 8d NAILS @ 3" O.C. (2) USP MSTAM36 STRAP(S) @ 8"O.C. FLOOR TRUSS/ I -JOIST SEE PLAN S WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM MAY USE (2) SIMPSON MSTAM36 STRAP y TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 1 Od NAILS & (4) Y4" x 2 Y4" TITEN AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" V-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W1 (7) PROVIDE BLOCKING BLOCKING BELOW. WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" V- 0" GABLE END RIM JOIST— END OF WALL UNDER 10d NAILS & (4) Y4"x2)/4" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 1 Od NAILS OR (2) SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 CONNECTION INFO TO NAILS (G.C. TO INSURE SOLID BLOCKING CAN NOT BE INSTALLED MASONRYWALL (2) - 1 Od TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED IS INSTALLED). EITHER USP OR SIMPSON SECTION CORNER NINI EACH SIDE STRAPS ARE ADEQUATE FRAMING ATTACHMENT BLOCKING DETAIL r2 GIRDER/COL. CONN. @ 2nd FLOOR HEADER CONN. @ 2nd FLOOR(4 AS NOTED SCALE: 314" V-0" SCALE: 1/2" = V-0" SCALE: 1/2" V-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 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD USP SPT4 W/ (6)-1 Od X 1 1/2" TO STUD & TO TOP PLATE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED NOTCHED @ HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP REQ'D TY CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED @ 24" O.C. US P LSTA24 W/(1 8)-1 Od NAILS INFO BELOW ON CONNECTION OF PLATE SEE PLAN USP SPT4 W/ (6)-1 Od X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) 2 - 2 x 4 SPF USP RS150 W/ MIN. 12" END NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT t TOP PLATES LENGTH ON STUDS W/ (11) 1 Od (1) USP LSTA30 STRAPS BENT @ 24" O.C. 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 THE FACE OF HEADER/ STUDS SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS W/ (22) 1 Od NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. D USP SPT22 W/ (6)-10d TO STUD & HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (4) - 1 Od TO PLATE SEE PLAN FOR �I�NAILING AREA (TYP.) CONNECTION (2) 2x HEADER SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER COL. SIZE (2) USP MSTA36 STRAPS CENTERED SEE STANDARD HEADER N W T N DS FOR EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/1134 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. w/ (22) ld NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN L2xSSPF (EITHER USP OR SIMPSON STRAPS EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 12d NAILS AT 6" BA E FLOOR SYSTEM OR PLATE USP SPT4 EACH STUD 2x CRIPPLES @ 16" O.C. OPENING LARGER THAN 4 ft (2) 2x ARE ADEQUATE) O.C. TYP T & B USP SPT6 OR (D SILL PLATE W/ MP3 CLIPS EACH SIDE 2-STY. FRAMING PRE-ENGIN W/ (2) 12d TOENAILS T/B I' SPT8 @ 24" o.c. ERED OR IF BUILT-UP STUDS ARE (2) - 1 Od TOENAILS AT EACH END OF \—BAND JOIST & BLKG. (2) 2 x #2 FLOOR SYSTEM OR LVL GIRDER SYP U.N.O. EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 (2) - 2 x4 SPF 2X CRIPPLE AT EACH END OF AND MULTIPLE STUD PACKS THAN 4 FEET, BUT NOT EXCEEDING < TOP PLATES OPENING NAILED TO STUD SEE PLAN FOR 2 x CONT. T & B 6 FEET, A MP3 CLIP IS TO BE I I I I lie INTERIOR HEADER PACK W/ 1 Od NAILS @ 8"O.C. INSTALLED TO EACH END COL. SIZE 7/- (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS PLYWOOD ATTACHED PER u 2 x 4 #2 SPF STUDS �B TYPICAL BLOCK WALL USP HTT45 BASE W/ (1) 2x SILL PLATE W/ (2) 12d TOENAILS. NAILING SCHEDULE (118) 16d NAILS & AT 16" O.C. U.N.O. (2) 2x HEADER OPENING LARGER THAN 4 ft (2) 2x SILL BOX HEADER FLOOR TRUSS/ I -JOIST SEE PLAN V. ANCHOR BOLT W/ V. (2) 2x TOP PLATE TYP. SEE PLAN PLATE W/ MP3 CLIPS EACH SIDE USP MSTAM36 STRAP(S) F CENTERED W/ (8) 1 Od NAILS TIE BEAM MIN. 6" EMBEDMENT (2) LSTA12 WRAPPED UP 2 x 4 P.T, STUDS UNDER 2nd FLOOR HEADER & (5) 1/4 TAPCONS. BASE PLATE ARE NOT REQ'D TO HAVE AND OVER TOP PLATE CONTRACTOR MAY USE PROVIDE BLOCKING M T 2x CRIPPLES @ 16" O.C. W/ USP .11 -, SPT22 & SPT24 (OR SPT4) Ir BELOW JAMBS 16" 1 SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3 SIMPSON MSTAM36 W/ (7) .?,- 12d TOENAILS T&B :1 z CONNECTORS@ TOP 10d NAILS & (4))/4"xZ/4" TAPCONS INSTEAD OF USP PROVIDE (2) CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING STRAP. EITHER STRAP IS SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. INT. BEARING WALL ATTACHED PER NAILING SCHEDULE 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) LOWER ROOF. HEADER CONN. 2nd FLOOR /,," �6 STUDS BELOW HTW20 @ BASE TO HEADER AND EXTERIOR r5 'N� SHEATHING CAN STOP ONCE UNDER (IF CRIPILLES ARE LESS THAN SCALE: 1/2" V-0" SYSTEM 42 SCALE: 1/2" = V-0" 2 STORY COL. GIRDER r7 8" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" V-0" `—ADDITIONAL STRAPS ,�SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 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 U I FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-1 Od X 1 1/2" 2x4 STUDS _---MIN (3) 2x#2 SPF STLIDS@ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN /_7USP MP3 EACH END TYP. H EADER/STU DS W/ (22) 1 Od DOUBLE 2x4 FOR OPEN I NGS LESS THAN 4--13" 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 USP SPT4 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 100 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. 3" 0/ (2) 2x HEADER SEE PLAN EXTERIOR HEADERS 2x CRIPPLES @ 16" O.C. @END OF HEADER. SEE (1) 2x SILL PLATE W/ (2) 12d TOENAILS. S @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. SILL PLATE W1 MP3 CLIPS EACH SIDE (2) - 1 Od TOENAILS AT EACH EXTERIOR HEADERS (2) - 10d TOENAILS AT EACH END OF END OF SILL (MAX. OPENING_\� (1) 2x SILL PLATE W1 (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). WIDTH 4 FEET). IF OPENING OPENING LARGER THAN 4 ft (2) 2x OPENING NAILED TO STUD ALT. HEADER ANCHOR SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 1 Od NAILS IF OPENING IS GREATER THAN 4, 8 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 SCALE: N.T.S. A MP3 CLIP IS TO BE PROVIDE 2x4 ON EACH END. INSTALLED AT EACH END TOP OF 2x8 TO OF HEADER SEE Q/S4 FOR FLOOR DECK REQ'D JAMB INFO -1 1., BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING W/(22) 10d NAILS (2) USP MSTAM36 STRAP(S) 2X CONT. RIBBON W/ (2) 1 Od NAILS NAILED TO STUD ,PACK CENTERED W/ (8) 10d NAILS @ 3" O.C. 2x4 BEYOND W/ 1 Od NAILS @ 8 o.c.. FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM AGAINST 2x8 DOUBLE CONTRACTOR MAY USE 2x8 TOP FLOOR TRUSS/ kJOIST SEE PLAN PROVIDE BLOCKING STUDS SEE PLAN FOR BEAM SIMPSON (2) MSTAM36 W/ (7) BELOW JAMBS 2x8 STUDS PLATE SIZE & CONNECTIONS 10d NAILS & (4) Y4"x2)14" PER PLAN 2x4 W/ 2 ROWS TAPCONS INSTEAD OF USP NOTE: 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 r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" (D L-0 z co 0 C-) z 0 Uj E V) 0 m Cn LU A� E 0 C14 0 Cl) 0) m M Cl) 'cc: co C14 CD a) 0 0 CD r- FL 00 -:5 - 00 U) CD Q) ,4 0 (a _v_ iz, W rL 0 Ln 0 < 0 A 8 D. N C B D C C*11 U*) CO C5 Ro z z L0 C �z _� S LL LL. 0) I 0. W-0 2 C� Co 4 1- m LL < LAN t W:A4 0 sslotl To the best of the Engineer's Nd belief, the structural plans ancl�pqe. Mc 1=22t'd Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) 0 0 " :L-j C) U) :3 ko > U0 m p fa Ln 25 � fn U 10,_j CL 00 E m LU C:) LU _j C) ko 0 a, 2 0z . LL UJ F- U, m 9 Lzu rt U I.- 1:2 0 0 Do 0 z z < 0 z <z 8 'm <0� Z Z z , ��, � uz_ji U 8 = �: 84 0 �_ W Uj N C) z @ a. 0 z X Uj _3 C) Ln r*4 r*4 Ln U) LU LU > < L. 0 LOL, ow 8 zn -,a - um,: 1z _0 z z CL LLI =s, !;� r) 0 LU C) LL > 8 r 4 U) 0 LL Z LLJ XO 00 z r 4 W 0 LL z 0 C) re) 0 — z < _j < c) fy) U_ z C) LU > 0 Z LLj P-4 _j W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 15m25 JOB NO: 16-6651 SHEETNO. D2 Uj Z