BIN B-4 PERMIT 4307 - Laserfiche WebLink

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2X6 BRACE NAILED TO SIDE OF GABL TRUSS CHORDS 4'-0" IN LENGTH OR GREATER 10d @ 4" O.C. CLIP EACH TRUSS (SEE ROOF SEE :/~~: ::R ::~~: ADDITIONAL ", ", INFO " " , " HEADER SUPPORT HEADER ANCHOR NO. OF JACKS & STUDS NAI LED TO TOP PLATES REQ. AT OPENINGS HEADER & JACK 2 X 4 WALL 2 X 6 WALL HEADER SIZE NO. & SIZE OF & GRADE RAFTER TI ES OPENING JACKS STUDS JACKS STU DS EACH END SIZE EA END EA END EA END EA END l' - 4' (1) (2) (1) (2) (2) 2X12" 2SYP (2) LSTA 30 4' - 9' (2) (3) (2) (2) 9' -16' (3) (3) (2) (3) REFER T 26jS.4 OR 27jS-4 I NAIL DEADWOOD: TO TOP PLATE w/l~d 4" O.C. I I 7/16" OSB W/8fJ COMMONS @ 6":ON EDGES & 12" IN: FIELD I I 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE WI 11 - 10d NAILS 16d NAI LS @ 16" O/C TYP. DOUBLE 2 X 12 NO.2 S.Y.P. HEADER Wjlj2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O.) DOUBLE 2"x4"- CRIPPLE STUD TYPICAL (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @16" O/C UNLESS NOTED OTHERWISE SIMPSON SP : W/ 12 . 10d EA I STUD : I SIMPSON SPl ' W/ 10 - 10d EA : STUD G.C.' CORD W/ E~EVS. I I , 2"x4" STUDS TYP. o/)~ 1\111\;, HOLD DOWN CONNECTIONS Q NOT REQUIRED @ BEARING WAllS WITHOUT UPFIFT USP HTT16 W/ (18) 16d NAILS AND A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WALL HEADER DETAIL SCALE: N.T.S. REV. 10-28-03 AS. USP LSTA30 w/(11)-10d TO TOP PLATE AND (11)-10d TO STUD, MAY BE ANGLED UP TO 10 DEG. USP LSTA24 Wj (18) -10d AT 2'-0" O.C. MAXIMUM 2-2x4 SPF TOP PLATE 2-#2 SYP 2x12 OR WIF85 HDR. UNLESS NOTED OTHERWISE (SEE PLAN) (3) S.P.F. 2x4 w/l0d @8" O.C. EA. SIDE EPOXY ANCHOR W/ 81/2" EMBED. INSTALL PER MFG. SPECS. '_____ ~o. 2 P.T, 2x4 ~ BASE PLATE HEADER OPENING REV. 1-27-04 AS 1 STRAP EA. END - 1255# NO SCALE UPLIFT CAP. AT HEADER STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD GABLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS /2-12d & (1) SIMPSON MTS12 wi 14-10d x 11/2" ~FRAMEOUTTO BLOCK EDGE NAIL TRUSS BOTTOM CHORD TO 2X4 DEAD- WOOD w/16d @ 4"0.C. SIMPSON LSTA30 w/ 14-10d @48" O.C. (2) 2x12 wi 1/2" O.S.B. FLITCH PLATE STUD ANCHORING: STUD TO TOP PLATE: SIMPSON LSTA 30 W/ 14-10d @ 48" O.C. MAX PROVIDE SIMPSON SEE PLAN HUC410 WI 10 - 16d T/COL AND 18 -1/4" X 21/4" TAP CONS TO MASONRY COL, @ EACH END 2 X 4 SPF II ~AT 16" O.C. II iu -i BUILDER FRA\J1E RADIUS :: AS REQUIRED ~ ~ 16x16 COL BEYOND (3) S.Y.P. 2x4 w/l0d @ 8" O.C. EACH WAY KNEEWALL @ GABLE ENTRY FRONT WALL N.T.S. STRUCTURAL NOTES SEE SHEET S-7A FOR ADDITIONAL S-7 DETAILS NOT SHOWN 6) WOOD: 6.1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS TOP & BOTTOM PLATE BOTTOM PLATE IN CONTACT WITH MASONRY I JOIST SQUASH BLOCK I TRUSS BRACING & BLOCKING FURRING & B.U.C. STRIP -SPF STUD OR CONSTRUCTION GRADE ,SPF STD & BTC -#3 SYP PT -SPF STUD OR CONSTRUCTION GRADE -SPF STUD OR CONSTRUCTION GRADE .#3 SYP PT SINGLE OR 2 PLY GIRDER TRUSS (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST,LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) 6.75/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY USP L TS20B w/l0-16d TO GIRDER TRUSS NOTES: 2.2x4 SPF TOP PLATE TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER OR ARCHITECT. BEARING WALL NAIL PATTERN: 5/8" ALL THREAD ROD W/ SIMPSON SET EPOXY BOLTS WITH 4 1/2" EMBED TYP ( 81/2" EMBED WHERE STEP DOWN OCCURS) INSTALL PER MFG. SPECS. I . @ L________________________________________p I , I ' I " @ I CD ',' : "~r.=n4 Pr.: I " 0,' I I ~ / I 5 FT.:----4Fi.-----------@"------------J / : 5 FT'I 4 FT. (2) <', CD :(2) r----------------------- 'I I .... .... I I "".... "".... I @ : CD CD "~ {2) ',~: FT I , . I ' i--lfFr~-@------- @ @ --(g)-4'-'Fr. 1. PLYWOOD AND SIDING: ( FIELD) USE 8d NAILS @ 12" O.C. ( EDGE) USE 8d NAILS @ 6" O.C, 2. GYPSUM: ( FIELD) USE 5d NAILS @ 10" O.C. ( EDGE) USE 5d NAILS @ 7" O.C. ROOF NAILING SCHEDULE: NAILING ZONES ZONE 1: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C, ON EDGE ZONE 2: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C.ON EDGE ZONE 3: 8d NAILS @ 4" O.C, IN FIELD 8d NAILS @ 4" O.C. ON EDGE GYPSUM CEILING: USE 5d NAILS @ 1" O.C. NO SCALE REV. 3/20/03 MJB UPLIFT CAP.: w/ 2500 PSI CONC. = 1750# GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175# G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY WI PLAN W/ 1/2" ANCHOR BOLTS 6" FROM END OF EACH SILL PLATE. SEE 6 S-6 EXT. FRAME CORNER SCALE: 11/2" = 1',0" ALLOWABLE FASTENERS CONTRACTOR NOTE: ALL DRILLED AND EPOXIED HOLES MUST BE PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO ACHIEVE UPLIFT CAPACITY A: CEMENT COATED SI,\JKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS 16" PRECAST LINTEL 2-2x4 SPF TOP PLATE 8" CMU EXTERIOR WALL $ ~' n.tlc -.J G~' ,?-,' ' 2 X 4 CRIPPLE STUDS AT 16" D.C. WI SP4 TOP AND LSTA12 BOTTOM SIMPSON LSTA30 WI 22 - 10d SEE 3/S FOR STUD CONNECTION 2.#2 SYP 2x12 OR WIF85 DOOR HDR. UNLESS NOTED OTHERWISE (SEE PLAN) S.P.F. 2x4 w/l0d @8" O.C. ABOVE AN BELOW HDR. HEADER OPENING NO SCALE REV. 1-27- 4 AS UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# W I.J....~O:: '00::0 W I.J....I.J.... ~W"",f- 2:905 l..LJ x~o::o () O:JI.J....(.) I-- o::oz(.) 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W (.) c:c.... 0:: 1-0~2:IZ~u:i 0 o z I- 0 t:: 52 1-00 ...J f-~(j)(.)3:(/)(/) L&. Q) @ M(f) N-I ~-I 0- II N ~S t'-W ~- ~> L.()I-- ~~ >-0::: o:::() OM I--N Z~ WI-- >0 ~-I z o (/) ;>~ C'J (/) ~ :::;- I..!) Z (.) ~ O~M- C\l (/) CD 0... -1 _ 0) 0 >(1')' W ~o , ~ ~ ~ 2: ~Il' ~ c::::::J 0 ~<(CO (/) w o ~ z o ....J :J co ....J ~ 0:: f- 2: o (j) (/) W o (.) ....J (1') IT: X COOI.J....<l: wr--OI.J.... ~N (1')<:t z('l') (1')0 <l: ....J (1') ('I') O::I.J.... NN o . 00 '~coco (j) D.. co co 11')0 r-:-r-:- <:t D.. 0 0 0) <l: <:t <:t " P.T. #3 S.Y.P. 2x4 BASE PLATE HIGH UPLIFT FRAME WALL GIRDER BEAM CONN. 0) o (1') N o Z co 0 -.: ctt ~ I- b(/)~ E <:to::O:: ~ ~~ .9(1')11') <l: cooNZ iJ)r---~w o.oNN C (1') , ....J l1J ~....J:;C2f- 0I.J....co:J5~ 'ror-:-f-_CD (/)-"o(.)~~ Q.<:t:::lf-O) W ~ 8. I g: ffi ci ~ 0) <l: 0... (/) (.) Z 0 o o \lJ w f- ::J 0 U1~L' ZO.....L' o > ~ N _.JOI1l ~[D\lJ~ > W ['I'] tJJ - ~ ['I'] L' o 0 I A I ..J ['I'] ~ U1 I.J.. ..... I ~ ~ qJ ~ W D.. ..... f- ~ ~ .~ Z o o \lJ o z ~ " (f) ,~ (ij::r:~ 0 Wf-(f)W::J oz (f):::! <l: OO-I> z~t::3:(f) <l:(\jwC!::;;:; "~~Oo ~a:OOO 3:0wwU O::(!..L ....Jf- a:o~1'5z O::JC!::(f)~ ~~~OC!:: ~~<l:~i3 w 0 2: Z W 0 0:: <( () >-l.J....z ZI-O <l:z- 0::: I-- ZW~ (V) -(/)> (!J 0 OZo 0 tjO<l: Z :J(.)O --.J 0 oz- OW 0:: <( C\I I- o::~g D..-I.J.... wO::....J - ::r: 0::3:<l: Z '" WWO:: COIf- wO f-f-~ 01-(.) 0:: z:J . ~--.J >-OD.. >- <l:IO:: <(0 ~t::0 ~() a. z3:U :so::W 0 w2: :5 D..zO () (/)ZI 0.. -<l:(/) ~2::J SHEET NO. D.. 0:: 8-7 0 (.) W ~ 0 OF I (j) 25 :::l (1') 0 0 LAST PLOT DATE N March 11, 2005 @ DETAILS