BIN B-5 PERMIT 4361 - Laserfiche WebLink

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j REFER TO SECTION 1 A ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION ~~~/~l / "" "" v"'" '- "" "",/.- /" ~"" "" "" "v 2" x 4" RAT RUN BRACING@ "" """,,"'" V:24" O.C. ON TOP OF BOITOM "", "'" ~ "" "" CHORD FOR (4) TRUSS SPANS vV' "","'" """" '- AITACHED W/ 2-16d @ EACC "'" "","'" // "" TRUSS JOINT "" v '- '- "'" 1"-"" / '- 2" x 4" BLOCKING END NAILED /" vV W/ 2-16d @ 24" O.C. (~1AX.) lA 111"- r>t<______ :>'<, --------- 2" x 4" BLOCKING (TURNED ( FLAT) NAILED TO TOP PU\TE l W / 5 - 1 0 d NAI LS REFER TO SECTION 1 A ON SHEET S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION {\- SCISSOR TRUSS I~ SCISSOR TRUSS SCISSOR TRUSS I- :z 6 ~ / / / / / / / / / / <=;x // SIMPSON A44 W/ 8- 10d @ 48" O.C. I~~ (I ~ WOOD FRAME EXT. WALL .. ~ SIMPSON SP2 @ EVERY OTHER STUD / / / / / / 1/4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS ~ 0::: ~ o o o o 5: .....J Q. Q. <: .....J 1/4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS r-:' .-+-- ;: ------I--- SIMPSON A44 W / 8- '~ 10d @ EACH TRUSS C i... --------- WOOD FRAME EXT. WALL ~r---- SIMPSON SP2 @ " EVERY OTHER STUD ~~ 1/2" NOMINAL PLYWOOD OR O.S.B. NAILED W/ 8d NAILS @ 4" O.C. BOUNDARIES, 6" O.C. ~ EDGES, & 12" O.C. FIELD ~ ~ 2x8 STUDS AT 16" O.c. " MASONRY WALL (DESIGNED AS CANTILEVERED)- f\-- V SIMPSON SP1 @ - (\I / EVERY OTHER STUD (. . :. ~ K.O. BLOCK W/ (1) -i -" r- / #5 CONT. & FILLED _(1 ~ ::: = ~ 1/2" DIA. x 8" "J" BOLT @ := = 48" O.C. W/ 2" DIA. x 3/16" I- - PLATE WASHER (TYPICAL) ~ I- - = - ~ 1" x 2" P.T. FURRING STRIP - - - - - - - - - - ~ WOOD FRAME EXT. WALL ~ SIMPSON SP2 @ ~ EVERY OTHER STUD _ ~ ~f'-.- 2x8 STUDS AT 16" O.C. tv- - x I'---- 1/2" NOMINAL PLYWOOD OR -(\I ~ O;,S.B. NAILED W/ 8d N;;-ILS @ / b 4 O.C. BOUNDARIES, 6 O.C. :.: ~ EDGES, & 12" O.C. FIELD SIMPSON SP 1 @ EVERY OTHER STUD -i f- --I ~_ --I '1 ~ X <: ~ .,,- 1/2" NOMINAL PLYWOOD OR O.S.B.------- v NAILED W/ 8d NAILS @ 4" O.C. I ~y BOUNDARIES, 6" O.C. EDGES, VIJ & 12" O.C. FIELD : o I u-, "'- 2x8 STUDS AT 16" O.C. 0-- - f--- SIMPSON SP1 @ - ---\J ~ ~ EVERY OTHER STUD .. ______f--- K.O. BLOCK W / (1) ~ ----, #5 CONT. & FILLED -1 t-"---- -1'1 ~ ~ = = ~ 1/2" DIA. x 8" "J" BOLT @ = = 48" O.C. W/ 2" DIA. x 3/16" - - PLATE WASHER (TYPICAL) = =~ I ------ 1" x 2" P.T. FURRING STRIP - - - r- f-- f-- - K.O. BLOCK W/ (1) #5 CONT. & FILLED MASONRY WALL (DESIGNED AS - - - - CANTILEVERED) ___--- - - - - - f- f- f- f- r- 1/2" DIA. x 8" "J" BOLT @ 48" O.C. W/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) - - - - - Slf:;V - - - - f- f- r- f-- f-- f- f-- f- 1" x 2" P.T. FURRING STRIP l- e- l- e- - - - - - - - - -- NON-BEARING EXT. KNEE-WALL (B t SCALE: .3/4' = "-0' ~' ~rv MASONRY WALL (DESIGNED AS CANTILEVERED)- - - - - - - - - ~~:;v -= NON-BEARING EXT. KNEE-WALL I C '\ SCAl~: .3/4' = 1'-0' ~ -=-- NON-BEARING EXT. KNEE-WALL /' A , SCALE: .3/4' = "-0" 5S J x r2X4 OUTLOOKER @ 24" O.C. r M / '- / /1-- "" / ",- " '- / / r WOOD TRUSSES SIMPSON A34 CONNECTOR /,:> ,-X " , r-2x4 Rf.\T RUN BRACING W/4-8d x 1 1 \2" INTO BLOCKING""- ~^ "" "" '- ')/ AT 24 O.C. ON TOP OF () /" /" S INTO f'... / "" BOIT. CHORD FOR 4 & 2 3 16 x1 3 4 TAPCON ~ / TRUSS SPANS AITACHED PRECAST (NOTE: MAINTAIN MIN. I '" W/ 2 - 16d AT EA. TRUSS 1 7/8" EDGE DIST. ON PRECAST) X "~' JOINT h "- lX ~ f-- - 2x4 BLOCKING @ 24" O/C f-- - W/ 2 - 16d TOENAILS @ EA. 1 \2" HIGH STRENGTH OR 5/8" GYP. '= ~~--- MASONRY WALL - - WB W/ 1 3/8" DRYWALL NAILS OR ~- DRYWALL SCREWS 7" O/C CEILING t =~ARCHITECTURAL FINISH & 8" O/C WALLS -~Lf=- REFER TO SECTION 1 A ON SHEET S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION .......SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS 2 x 4 CROSS BRACE AT RIDGE FASTENED AT EACH JOINT W / (2) 10d x 3" /4!?QMIN X~ "- IX \ ~X X I ~ ~TOP CORD BLOCKING FOR FIRST FOUR ROWS J ~ -..............K<:~ .- OF TRUSSES@EDGESOFSHEATHINGl'r'PICAL TOENAIL W / (2) 16d NAILS 2 x 4 "T" ON TOP OF PANEL ~ II _____ ~ BLOCKING, FASTEN WITH ........-r I I I ~ -.............. I I I I I 10d x 3" @ 4" O/C RYr\' N'J" ~M'/~ '--450MIN ~ ~ SIMPSON H10 OR EQUAL~ @ EA. OUTLOOKER \ WOOD TRUSSES 8d @ 6"0/C jj 2 x 4 BLOCKING W/(2) 10d TOE /NAILS @ EACH END @ 24" O/C (TYr) (BRACING W/(3) 10d x 3" @ EACH CONN. @ 24" O/C [\ 1 / IX IX r- 24' MAX 0- n ::r: :D :D >- :\l .a :\l ~ or <Q -- <D :>> '0 :D 0 .- - n ::::I ...< SIMPSON A34 W/4-8d X 1 1/2" INTO BLOCKING & (2) 3/16" DIA. x 1 3/4" TAPCONS INTO BOND BEAM.(1 7/8" EDGE DI5T MIN,) \ ::11"> / .~ ___2 X 4 @ 24" O.C. -2 x 4 NON-STRUCTURAL FRAME KNEEWALL ~2X4P.T. "'- MOiSTURE BARRIER ~ ~BOND BEAM ~ MASONRY WALL _____ 4,2R INSULATION 2 X 4 PANEL BLOCKING @ 48" O.C. ATTACHED W / (2) 16d TOENAILS INTO BOTTOM CHORD. INTERIOR HIP VAULT; - 6: 12 SLOPE CENTER AND 3: 12 SLOPE SLIDES. ij I V-1/2" COX PLYWOOD OR 7/16" OSB L SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. ~ EDGES AND 12" O.C. FIELD I I .......-GABLE TRUSS :$ X I V-"L" BRACE TO EXTEND AT LEAST ::::~ 2 X 6 P.T. Y 90% OF WEB LENGTH (SEE TABLE BELOW) SILL j$ I IX I ~ -~ r 10d X 3" @ 3" O/C THROUGH J ~ / CHORD INTO 2" X 6" PT PLATE 5/8" OR 1/2" CEILING DENSE ___ ~ iX I ___ PLACE SHEATHING GYPSUM WALL BOARD FASTENED -: r--.. ~ FLUSH W/ MASONRY. WITH 8d COOLER NAILS OR 1 1/4" I ~.'~~4 LONG DRYWALL SCREWS COMPLYING /r~ I\. MOISTURE BARRIER. WITH ASTM C 1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C l'r'PICAL r- 1'- USP LTPA @ 48" O/C (l'r'P.) r- r- 1/2" DIA. BOLT @ 24" O.C. r- MINIMUM 6" FROM PLATE SPLICES W/ 3/16" X 2" DIA. PLATE WASHER END ""it" CEILING _ RIDGE ..7 IX ~ :.) :J: ~ IL I BRACING ~QUI~MENT5 EXT. WALL CONN. IGl) ~ NON - LOAD BEARING LOCATfON ( D , REfER TO DETAil A/51 FOR MORE INFO. SCALE: .3/4' = 1'-0' ~ D .... ... 0 - - o I ::> en co . <D ..... ~- a~ 3a CI . - ct) D <D :n 0 - - >- > -l <D - "0 ~N .L. - I ...J ..u~ -l I ~O- z::::r: :n "0 ,.... < ('Q ~g - 0- - I :J: ..... <- z:: <D Z - ..u 3a ..J <D - ::r: .- :D :D CD :\l CD = ~ - ..... :n <D - ..., :n c ~CJII g-;; -l <D ;gO - ..g" LATERAL CAPACITY (157 PLF) (V=45~ -65~ STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6" SPACING ~L" BRACE ''L'' BRACE ~L" BRACE "L" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" ~CISSOR GABLE - (1) t'xs" #2 S.P.F. @ EACH VERTICAL AND (2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" a/c. D SAMUEL A. GREENBERG, FE. i34245 D T~UY ~. ~UYNH, P.E. ~g122 D IRWIN J. BENSON, F.E. .4~158 D All ABBAS ~AKIM, FE. tS~18~ REfER TO DETAil A/51 FOR MORE INFO. .t-.. AL T. EXT. WALL CONN. 1V ~ NON - LOAD BEARING LOCATION{ E , N.T.S. ~ r D E DAN5CO ENGINEE'~ING, FA. P.o. BOX ~ - APOLLO eEACl-I - PL.ORIDA - 33&12 R-IONE - (813) 645 <D166 FAX - (813) 645 ca6~ e6 "u:.IAIo r(\ 'THESE DRAI'o1NGS AND DESIGNS ARE 1HE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND 1HE ....., IV ~ CUENT ON 'THIS PROJECT ANY REPRODUCnON OR UNAU1HORlZED use: IS PROHIBITED. - 2003 "" " I GABLE END DETAIL AT ~IP VAULT ~ SCALE: N.T.S. ~ F 55 v ffi CREATED 01-02-02 120 MPH 3 SEC. GUST - --=- TO TI-IE 6E5T OF Tl-lE ENUINEER'5 KNOWLED6E AND BELIEF, Tl-IE STRUCTURAL PLAN5 AND eFEClFICATION5 COMFL Y WITH Tl-lE FLORIDA 6UILDING CODE, eECTION 1~0~ FOR 120 MPH 3 SECOND OOOT, EXPOOURE '6' WIND ZONE (2001 EDITION). Tl-l15 DRAWING AND DE51GN 15 VALID FOR 12 MONTl-l5 AFTER Tl-lE DATE IT 15 51GNED AND eEALED. 51GNED AND eEALED FOR Tl-lE 5TRUCTURAL PORTION OF Tl-l15 DRAI..LlING ONLY. eeAL """ LENNAR ~OMee \ SCALE NOTED DRAUN BV. DATE 112/(1)2 T~A OIYI61~ N: IBLOCKS/STD 2001 FRAMING CONNECT lONe ~ EXT. WALLe "- \.. DE Joe NO. PM - &021 65 ..I