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SEE SHEET S-7A FOR n o y Z ADDITIONAL S-7 DETAILS �� o ¢ w ~o�Z Cn R Z �'� STRUCTURAL NOTES NOT SHOWN X Q �,� U o .Y y w w H o 6) WOOD: ¢ w~ � H m o z 6.1 WOOD STRUCTURAL FRAMING MEMBERS: Z w U- z w p im m J WALL STUDS -SPF STUD OR CONSTRUCTION GRADE I=J uj Q z rr o °- P: Z J TOP & BOTTOM PLATE -SPF STD & BTC U' p w Q 0 w Y cn o L U) w m O L2f1TTf1M 131 ATF IN MKITArT WITH MAS(1NRV -#i SYP PT I- <L � 7 _ 'O L) I- HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL JACKS EA END STUDS EA END JACKS EA END STUDS EA END 1'- 4' (1) (2) (1) (2) 4'- 9' (2) (3) (2) (2) 9' - 16' (3) (3) (2) (3) HEADER ANCHOR NAILED TO TOP PLATES HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END (2) 2X12" 2SYP (2) LSTA 30 1 JOIST SQUASH BLOCK I -SPF STUD OR CONSTRUCTION GRADE F- au N 1j o TRUSS BRACING & BLOCKING -SPF STUD OR CONSTRUCTION GRADE .m z + + w FURRING & B.U.C. STRIP -#3 SYP PT 'd z zo ow m 0 o0 m U O w (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) LLJ pin oc w N PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI Q o w 0 v z m o + 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR w 2 w O a it u- d d LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST a o z m J o m 00 STRUCT. SHEATHING EDITION AND QST-LATEST EDITION. CONTACT EARTH OR CONCRETE TO BE PRESSURE TREATED. (n 01¢ p ¢ LO ao oho 09 6.3 ALL EXPOSED WOOD OR WOOD IN WITH w � o rn ¢ 0 0 + 7/16" MIN. THK. - 2X6 BRACE NAILED NAIL w/8d COM. @ TO SIDE OF GABL 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 a o 3 ¢ o + 3 O.C. EDGES & 6 TRUSS CHORDS 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED O.C. FIELD GABLE TRUSS o_ ao 4'-0" IN LENGTH AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. = z a Z NAIL TOP OF "T" OR GREATER 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS co TO GABLE TRUSS z''' m Cm 4 N m 10d @ 4" O.C. SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) Cn z O p o �j m Z N /212d & (1) SINGLE OR 2 PLY 6.7 5/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY ¢ ov � O Oz SEE SCHEDULE CLIP EACH TRUSS i SIMPSON MTS12 w/ GIRDER TRUSS w ¢ - C7 = _ U. H 00 ►- '° 14-10d x 1 1/2" �� z H `-` Z �- W O (SEE ROOFCP C7�wo au- JLo REFER T 2-ROWS 12d NAILS STAGGERED @ PLAN FOR TYPE) „ z w a 0 0 ui z 0 E o 12" O/C EACH FACE OR 3-ROWS ' USP LTS20B w/10-16d w z cn m z o o °' 0 Z N u N FRAME OUT TO 26/S-4 OR 27/S-4 �° BLOCK EDGE _ Z O w - z oe Z 0 '� Z 12d NAILS STAGGERED @ 12" 0/C SEE 3/S-4 F TO GIRDER TRUSS o z = 3 C7 m 0 m * WHEN STUD LENGTH IS LESS —`FOR 2"x10" OR GREATER HEADER ADDITIONAL '° NAIL TRUSS BOTTOM NOTES: o Q g ~' a m ul �" °''` �' w o THAN 12" USE LSTA30 STRAPS INFO CHORD TO 2X4 DEAD w w �_ p w m -i twiN� N w w m 09 AT EACH STUD WRAPPED OVER WOOD w/16d @ 4"O.C. 2 2x4 SPF TOP PLATE TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS m o w � 0 a ? a a a o „ � er a TOP PLATE &NAILED TO HEADER SIMPSON LSTA30 w/ TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- w J v a N o v w C s o v w 14-10d@48"O.C. =3> >a- a �� w EACH SIDE W/ 11 - 10d NAILS TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR � O Ir g m z O Cr a I- � m�� O DOUBLE 2 X 12 N0. 2 S.Y.P. ' (2) 2x12 w/ 1/2" O.S.B. (3) S.Y.P. 2x4 w/10d O Z f- o - I- ,� In ax w o a 16d NAILS @ HEADER W/ 1/2" FLITCH PLATE OR NAIL DEADWOOD, TO FLITCH PLATE @ 8" O.C. EACH WAY VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL Y in 5 3 c� u)❑❑ u, rn ¢ a cn c) z o TOP PLATE w/16d ENGINEER OR ARCHITECT. 16" 0/C TYP. WI85 JOIST HEADER. (U.N.O.) � STUD ANCHORING: BEARING WALL NAIL PATTERN: � � ' - � ❑ 4" O.C. � 7/16" OSB W/8d STUD TO TOP PLATE: I. ---------------------------------------- FILLING AND BLOCKING AS SIMPSON LSTA 30 W/ 5/8" ALL THREAD ROD W/ � ,' ❑ COMMONS @ 6"i0N SIMPSON SET EPDXY 1. PLYWOOD AND SIDING: 1 DOUBLE 2"x4"—� REQUIRED FASTENED TO 14-10d @ 48" O.C. MAX EDGES & 12" IN; BOLTS WITH 4 1/2" EMBED TYP © © , ' ' CRIPPLE STUD HEADER W/(2) ROWS ( FIELD ) USE 8d NAILS @ 12" O.C. �2 4 YT.I FIELD PROVIDE SIMPSON (8 1/2" EMBED WHERE STEP (EDGE) USE 8d NAILS @ 6" O.C. i W OF 12d @16" 0/C UNLESS ------------- ?' TYPICAL (U.N.O.) DOWN OCCURS) INSTALL PER I ____ NOTED OTHERWISE SIMPSON SP HUC410 W/ 10 16d 5 FT.' 4FT---------- 2 T COL AND 18 - 1/4" X 2 1/4" MFG. SPECS. , - ❑ W/ 12 - 10d EA / 2. GYPSUM: 5 1 ' 2"x4" STUDS TYP. STUD TAP CONS TO MASONRY ( FIELD) USE 5d NAILS @ 10" O.C. _______'________________ N �1 COL. @ EACH END ( EDGE) USE 5d NAILS @ 7 O.C. ❑ USP HTT16 W 18 16d NAILS SIMPSON SP1 /( ) W 10-10dEA1 2X4SPF _ _ AND A 5/8" EXPANSION STUD G.C. AT 16" O.C. ROOF NAILING SCHEDULE: y N ANCHOR W/ 6"" ' ` CORD ;---BUILDER FRAME RADIUS NAILING ZONES ' © ( • 0 m ❑ EMBEDMENT U.N.O. OR 4 4 I in O'OFi�� 8 1/2" AT GARAGE STEP DOWN W/ E�EVS. AS REQUIRED HOLD DOWN CONNECTIONS N�' ' ' ' 16x16 COBEYOND P.T. #3 S.Y.P. 2x4 ZONE 1: 8d NAILS @ 6" O.C. IN FIELD W NOT REQUIRED @ BEARING P.T. BOT. PLATE BASE PLATE 8d NAILS @ 6' O.C. ON EDGE i N WALLS WITHOUT UPFIFT KNEEWALL @GABLE HIGH UPLIFT FRAME WALL ZONE 2: 8d NAILS @ 6" O.C. IN FIELD GYPSUM CEILING: USE 5d NAILS C� 7 O.C.13 8d NAILS @ 6" O.C.ON EDGE � - ❑ I J � r5E. GIRDER BEAM CONN. ZONE 3: 8d NAILS @ 4" O.C. IN FIELD Q N L11 WALL HEADER DETAIL 25 ENTRY FRONT WALL8d NAILS O.C. ON EDGE CONTRACTOR NOTE: a NO SCALE REV. 3/20/03 MJB N Q aj SCALE: N.T.S. REV. 10-28-03 AS. N.T.S. UPLIFT CAP.: w/ 2500 PSI CONC. = 1750# ALLOWABLE FASTENERS Q Li GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175# ALL DRILLED AND EPDXIED HOLES A: CEMENT COATED SINKERS Q B: BRIGHT COMMONS MUST BE PROPERLY VACUUM, C: SPIRAL OR RING SHANK NAILS BRUSHED, AND BLOWN CLEAN PER D: CLIP HEAD GUN NAILS ",.; Z USP LSTA30 w/(11)-10d MFGR'S RECOMMENDATIONS TO ❑ TO TOP PLATE AND (11)-10d IIACHIEVE UPLIFT CAPACITY m ❑ TO STUD. MAYBE ANGLED 1O UP TO 10 DEG. USP LSTA24 W/ (18) -10d AT d @ 3"o.c. TYP. Z W 2'-0" O.C. MAXIMUM EXTERIOR STRUCTURAL p Z Q = Fn W 0 _ 2-2x4 SPF SHEATHING (MIN. 7/16") o O - _ > TOP PLATE < C'4 fr ~w C7 �¢ O p Z � O O O 3o 2-#2 SYP 2x12 OR WIF85 LjLU0HDR. UNLESS NOTED o J �,,, w OTHERWISE (SEE PLAN) > W p (3) S.P.F. 2x4 w/10d G.C. VERIFY INTERIOR 16 PRECAST LINTEL = < Z USP HTT16 @8" O.C. EA. SIDE 1/2" GYP. BOARD OR 2-2x4 SPF ¢ ¢ U w/18-16d NAILS 2x STUDS EXTERIOR STRUCTURAL TOP PLATE zz SHEATHING (MIN. 7/16") VERIFY W/ PLAN 8" CMU EXTERIOR WALL > Lo w EPDXY ANCHOR W/ 8 1/2" EMBED. W/ 1/2" ANCHOR BOLT N m � INSTALL PER MFG. SPECS. 6" FROM END OF EACH ,FF 0 a c i No. 2 P.T. 2x4 SILL PLATE. P CV �— BASE PLATE SEE 6 S-6 �` 2 X 4 CRIPPLE STUDS (n 0 0 AT 16" O.C. W/ SP4 TOP j � o r%230 EXT. FRAME CORNER g -F. AND LSTA12 BOTTOM �, M o � 6 HEADER OPENING SCALE: 1 1/2" = 1' 0" P 10MPSON LSTA30 W/ 22 - CN NO SCALE REV. 1-27-04 AS e� O w UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# J SEE 3/S O J LLJ FOR STUD 2-#2 SYP 2x12 OR WIF85 () a U- o CONNECTION DOOR HDR. UNLESS NOTED OTHERWISE (SEE PLAN) F- Z M oz- �' S.P.F. 2x4 w/10d `.' O 0 0) I i:@8" O.C. ABOVE O Z p z w AN BELOW HDR. r*%ft - —J O o w o QNF-m w a 2 �<3w a w m No. 2 P.T. 2x4 U m w BASE PLATE > W 0 — Z c� LO J > }Oa 6A. HEADER OPENING r-i (n - Q 0 '~ o Z p_ z w NO SCALE R -- w Q V O a Z o U ul¢_ UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# Q_ = g 0 SHEET NO. O V S-7 O z OF = N 25 co co w 0 > � LAST PLOT DATE N March 11, 2005 zo J DETAILS