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SCISSGK SCISSOR TRUSS f-- :z C5 -:> IX ~ o Cl o ~ -' a.. Q.. -< -l , ;C=.~~or---_ SIMPSON A44 W/ 8- I 10d @ EACH TRUSS WOOD FRAME EXT. WALL 1/4" TO '1/2" GAP BETWEEN TOP PLATE & TRUSS fJ11'" 1 /2" NOMINAL PLYWOOD OR O.S.B.------------ NAILED W/ 8d NAILS @ 4" O.C. BOUNDARiES, 6" O.C. ~DGES, & 12" O.C. FIELD t\~ASONRY WALL_ (DESIGNED AS CANTILEVERED) NON-BEARING EXT. KNEE-WALL SCALE: 3/4" " 1'-0' ;;WOOD TRUSSES 8d @ 6"0/C 2 x 4 BLOCK[NG W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) I BRACING W/(3) 10d x 3" @ EACH CONN. @ 24" O/C ::> c ~ 0- ?x 0> ~ >- ~.Q 2 x 4 @ 24" O.C. 2 x 4 ~ON-STRUCTURAL FRAME KNEEWALL 2 x 4 P .T. MOISTURE BARRIER ....l .JIl. .. CI:J .. (I) D -0 Ll 0 SiMPSON A..34 W/4-8d x 1 1/2" INTO BLOCKING & (2) 3/16" DIA. x 1 3/4" TAPCONS INTO BOND BEA.M.(1 7/8" EDGE DIST MIN.) MASONRY WALL 4.2RNSULATION .. ..... ., ~ -< o ..... - 0 - - :;J . :;) 0',) ~ . ~... i: ;;D~ ~ :;:) - . <0 C> (I) ? 0 LATERAL CAPACITY (157 PLF) "'=45~ -65~ AL T. EXT. WALL CONN. ~ NON - LOAD BEARING LOCATION .. > ..I (I) - -0 ~'" I.. _ . ~ UC) ..I I g~ REFER TO DETAIL A/51 FOR MORE iNFO. N.T.o. ., '0 t! ~ 1..':': ~ ~ - a.. - I c- 1:- e: CI) ".- U :II ..I <li)_ -::c 8 D$ ~<SI cz:> ::1 - - ? CI) - .., " c:: :e: UI 3-; ..I (I) 00 - .. a.. ~x SIMPSO~~ SP2 @ EVERY OTHER STUD 2x8 STUDS AT 16" O.C. SIMPSON SP1 @ EVERY OTHER STUD K.O. BLOCK W/ (1) #5 CONT. & FILLED 1/2" DIA. x 8" "J" BOLT @ 48" O.C. W/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) MASONRY WALL (DESIGNED AS CANTILEVERED) 1" x 2" P.T. FURRING STRIP REFER TO SECTION 1 A ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION / / / / 1/4" TO 1 /2" GAP BETWEEN TOP P~TE & TRUSS SIMPSON A44 wi 8- 10d @ 48" O.C. WOOD FRAME EXT. WALL 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. SIMPSON SP 1 @ EVERY OTHER STUD K.O. BLOCK W/ (1) #5 CONT. & FILLED 1/2" DIA. x 8" ",j" BOLT @ 48" O.C. W/ 2" DIA. x 3/16" P~TE WASHER (TYPICAL) 1" x 2" P.T. FURRING STRIP REFER TO SECTION 1 /~ ON SHEET S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION "- '" / i--.. '" ,./ I'", '" ./ '" 2" x 4" F<AT RUN BRACiNG @ 24" O.C. ON TOP OF BOTTO~~ CHORD FOR (4) TRUSS SPN\)S ATIACHED W/ 2-16d @ EACC TRUSS JOINT SCISSOR TRUSS "- '" ,.J ,./ / / ./ 2" x 4" BLOCKING END NAILED W/ 2-16d @ 24" a.c. (~1/\X.) 2" x 4" BLOCKING (TURNED FLAT) NAILED TO TOP PLATE w/ ~-1 Od NA,ILS WOOD FRAME EXT. WALL SIMPSON SP2 @ EVERY OTHER STUD 2x8 STUDS AT 16" O.C. x -< ~ 1/2" NOMINAL PLYWOOD OR O.S.B. NAILED W/ 8d NAILS @ 4" O.C. BOUNDARIES, 6" O.C. EDGES, & 12" O.C. FIELD . o I Ln SIMPSON SP 1 @ EVERY OTHER STUD K.O. BLOCK W/ (1) #5 CONT. & FILLED MASONRY WALL (DESIGNED AS CANTILEVERED)_____........ NON-BEARING EXT. KNEE-WALL 1/2" DIA. x 8" "J" BOLT @ 48" O.C. W/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) 1" x 2" P .T. FU RRING STRIP SCALE: 3/4' .. )'-0' oCALE: 3/4' :: 1'-12" NON-BEARING EXT. KNEE-WALL SEE NOTES FOR ROOF DIAPHRAM NAILING SPECiFICATIONS SiMPSON H 10 OR EQUAL: @ EA. OUTLOOKER 2 x 4 CROSS BRACE AT RIDGE FASTENED AT EACH JOINT W/ (2) 10d x 3" SiMPSON A34 CONNECTOR ~ W/4-8d x 1 1\2" INTO BLOCKING & (2) 3/16"xl 3/4" TAPCONS INTO PRECAST (NOTE: MAINTAIN MIN. 1 7 /8" EDG~ DIST. ON PRECAST) 2x4 OUTLOOKER @ 24" O.C. 24' MAX 2 x 4 ''T'' ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Od x 3" @ 4" O/C 1/2" COX PLYWOOD OR 7/16" OSB SHEATHli~G ATTACHED W/ 10d NAILS @ 6" o.e. EDGES AND 12" O.C. FIELD 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYiNG WITH ASTM C 1002 FOR FIRST 8'-0" FROM END WALL @ 4" O/C TYPICp,L 2 x 4 PANEL BLOCKING @ 48" O.C. ATTACHED W/ (2) 16d TOENAiLS IN10 BOTTOM CHORD. INTERIOR HIP VAULT; 6: 12 SLOPE CENTER AND 3: 12 SLOPE SliDES. IL I f3RACING REQUIREMENT€> sruo NO (1) 2"x4" (2) 2"x4" (2) 2"x6" SP ACING ''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" a' 0" - 4'-0" 4'-0" - ]'-0" ]'-0" - 10'-0" 10'-0" - 14'-0" CISSOR GABLE - (1) 2"xS" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" 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 1 Odx3" NAILS @ 4" a/c. 1 \2" HIGH STRENGTH OR 5/8" GYP. WB W/ 1 3/8" DRYWALL Nl\ILS OR DRYWALL SCREWS 7" O/C CEILING & 8" o/c WALLS GABLE TRUSS "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE BELOW) 1 Od x 3" @ 3" o/e THROUGH CHORD INTO 2" x 6" P.T. PLATE PLACE SHEATHING FLUSH W/ MASONRY. MOISTURE BARRIER. USP LTPA @ 48" o/e (TYP.) 1/2" DIA. BOLT @ 24" O.C. MiNiMUM 6" FROM PLATE SPliCES W/ 3/16" x 2" DIA. PLATE WASHER GABLE END DETAIL AT !-tIP VAULT SCALE: N,T,S. TO THl: BEeT OF THE ENGINEER'6 Kl\IOUJLEDGE AND BELIEF, TI-IE 6Tfi<tlCT1.JRAL PLAN6 AND OFECIFlcATtCNe COMFL Y WITH THE FLORIDA 6UILDING CODE, 6ECTrON 1606 FOR 12'" MPI-l 3 6EC01'ID GUOT, EXP06URE '6' WIND lONE (2001 EDITION). TI..H5 DRAUJING AND DE5fGN 15 VALID FOR 12 MONTI-+5 AFtER TI-IE DATE IT 1$ $!GNED AND 5EALED. 5r6N.EO AND &EALED FOR THE 5TRUCTUfOW- PORTION OF THI5 D~UHNG ONLY. REFER TO SECTION 1 A ON SHEET S3.1 FOR X-BRACING, AND TO;:J CHORD BLOCKING INFORMATION "- '" 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 - 16d AT EA.. TRUSS JOINT 2x4 BLOCKING @ 24" o/e W/ 2 - 16d TOENAILS @ EA. END MASONRY WALL ARCHITECTUR,4L FINISH EXT. UJALL CONN. ~ NON - LOAD BEARING LOCATfON REfER TO DE:T AIL A/51 FOR MORE iNFO. 6CALE: 3/4' = 1'-0" D SAMUEL A. GREENBERG, P.E. i34245 D Tt-iU-r j..L HUYNH, FE. #60122 D IRWIN J. BENSON; P E. ~4~'1~e D ALl ABBAS HAKiM, P.E. ~b18b ffi CREA1ED 01-02-02 120 MPH 3 SEC. GUST D E DAN5CO ENGINeeRING, FA" P.o. BOX ~ ". APOLL.O ~ ~ PLOFitlDA - ~35'TI PHONE - (813) 64& l'D1E>6 FAX '" (8t:~) 640 ~~ ~ .Ae.t.- f(\Tl<ESl: DRA\\'l'JGS MID DESiGNS ARE THE JOiNT PROPERTY Of DANSCO ENGlNEfFING, PA. A'iOejE ...., '"'tQru ~CLIENT ON "}1iS PR()~CT, AN1 REPRODUCTION OR JNAU111OR12ED tiS[ IS PROHiBiT"..J, - 2Co03 LENNAR t40ME6 SCALE NOTED DATE 1/2/02 TAMPA DiVISION RAU.N BV. N:/BLOCKS/S~) 2001 FRAMING CONNECTlONe 4N EXT. WALLe DE Joe NO. pt~ - 5021 ~ .,~ "?