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<br />MASONRY WALL (DESIGNED AS CANTILEVERED)-
<br />
<br />SCISSOR TRUSS
<br />
<br />~
<br />
<br />1/4" TO 1 /2" GAP BETWEEN
<br />TOP PLATE & TRUSS
<br />
<br />:;=-;
<br />..-r
<br />I H::::: ~--- SIMPSON A44 W/ 8-
<br />>-- ~ 10d @ EACH TRUSS
<br />L _ ---------I----- WOOD FRAME EXT. WALL
<br />
<br />-------------- --- S IMP SON S P 2 @
<br />" EVERY OTHER STUD
<br />
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<br />
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<br />
<br />1 /2" NOMINAL PLYWOOD OR O.S.B.---------- J.-......
<br />NAILED W/ 8d NAILS @ 4" O.C. I tv---
<br />BOUNDARIES, 6" O.C. EDGES, V\j
<br />& 12" O.C. FIELD
<br />
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<br />
<br />"'- 2x8 STUDS AT 16" O.C.
<br />
<br />tv--- _ SIMPSON SP1 @
<br />/' 4 -(; ~ EVERY OTHER STUD
<br />
<br />.' _____- K.O. BLOCK W/ (1)
<br />-------. #5 CONT. & FILLED
<br />~ 1-"--
<br />i-l"1 ~ ~
<br />
<br />;:::.:= ~ 1/2" DIA. x 8" "J" BOLT @
<br />~ t 48" O.C. W/ 2" DIA. x 3/16"
<br />f- f- PLATE WASHER (TYPICAL)
<br />f- -
<br />~~ == ~ 1" x 2" P.T. FURRING STRIP
<br />
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<br />MASONRY WALL (DESIGNED AS CANTILEVERED) - ~
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<br />
<br />NON-BEARING EXT. KNEE-WALL f6\
<br />5CALE: 3/4' " 1'-0" 6'57
<br />
<br />~
<br />
<br />f-l{ f- -----
<br />I- V
<br />V
<br />
<br />NON-BEARING EXT. KNEE-WALL J
<br />SCALE: 3/4' = 1'-0' ,
<br />
<br />A
<br />6'5 r
<br />
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<br />
<br />SCISSOR TRUSS
<br />
<br />!..........
<br />
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<br />:z
<br /><5
<br />-:>
<br />
<br />REFER TO SECTION 1 A ON SHEET
<br />r S5 FOR X-BRACING, AND TOP
<br />) CHORD BLOCKING INFORMATION
<br />
<br />,1/////
<br />/f/
<br />/ 1/4" TO 1 /2" GAP BETWEEN
<br />/ / / / TOP PLATE & TRUSS
<br />/ /
<br />/ /
<br />=iX / SIMPSON A44 W / 8-
<br />/ 1 0 d @ 48" O. C.
<br />::t<l
<br />
<br />C ~ WOOD FRAME EXT. WALL
<br />
<br />.. ~ SIMPSON SP2 @
<br />EVERY OTHER STUD
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<br />
<br />1/2" NOMINAL PLYWOOD OR
<br />O.S.B. NAILED W/ 8d NAILS @
<br />4" O.C. BOUNDARIES, 6" O.C.
<br />~ EDGES, & 12" O.C. FIELD
<br />
<br />~ ~ 2x8 STUDS AT 16" O.C.
<br />
<br />tv-- ~ SIMPSON SP1 @
<br />/' ---\j / / EVERY OTH ER STU 0
<br />
<br />:-: V K.O. BLOCK W/ (1)
<br />~ I- #5 CONT. & FILLED
<br />
<br />~"1 ~
<br />
<br />= ~ ~ 1/2" DIA. x 8" "J" BOLT @
<br />= t: 48" O.C. W/ 2" DIA. x 3/16"
<br />- f- PLATE WASHER (TYPICAL)
<br />
<br />....... - I-
<br />
<br />== ~ ~ 1" x 2" P.T. FURRING STRIP
<br />
<br />...- !.----
<br />
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<br />f- -
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<br />slt/V
<br />
<br />,-SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS
<br />
<br />WOOD TRUSSES
<br />8d @ 6"0/C
<br />/; 2 x 4 BLOCKING W/(2) 10d TOE
<br />/NAILS @ EACH END @ 24" O/C (TYP)
<br />
<br />/,BRACING W/(3) 10d x 3"
<br />/ @ EACH CONN. @ 24" O/C
<br />
<br />IX\." /I'x ~
<br />~
<br />
<br />2 x 4 CROSS BRACE
<br />AT RIDGE FASTENED
<br />AT EACH JOINT W/
<br />(2) 10d x 3"
<br />
<br />..01'"
<br />
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<br />
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<br />
<br />___2 x 4 @ 24" O.C.
<br />
<br />-- 2 x 4 NON-STRUCTURAL
<br />FRAME KNEEWALL
<br />
<br />~2 x 4 P.T.
<br />""-- MOISTURE BARRIER
<br />
<br />, ""-BOND BEAM
<br />
<br />~ MASONRY WALL
<br />~ 4.2R INSULATION
<br />
<br />STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6"
<br />SPACING "L" BRACE ''L'' BRACE ''L" BRACE "L" BRACE
<br />16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0"
<br />24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0"
<br />SCISSOR GABLE - (1) 2"xS" #2 S.P.F. @ EACH VERTICAL AND
<br />
<br />(2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING
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<br />2 x 4 PANEL BLOCKING @ 48" O.C.
<br />ATTACHED W / (2) 16d TOENAILS
<br />INTO BOTTOM CHORD.
<br />
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<br />
<br />SIMPSON A34
<br />W/4-8d x 1 1/2" INTO
<br />BLOCKING & (2)
<br />3/16" DIA. x 1 3/4" TAPCONS
<br />INTO BOND BEAM.(l 7/8"
<br />EDGE DIST MIN.)
<br />
<br />'L I BRACING REQUIREMENTe
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<br />LATERAL CAPACITY
<br />(157 PLF) ""=45~ -65~
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<br />--=--
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<br />6'5 I
<br />
<br />EXT. WALL CONN. -a)
<br />NON - LOAD BEARING LOCATION I
<br />
<br />REFER TO DETAiL A/51 FOR MORE INFO. N.T.5. ,
<br />
<br />NOTE:
<br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT,
<br />SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH
<br />10dx3" NAILS @ 4" O/C.
<br />
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<br />SIMPSON H 1 0 OR EQUAL,
<br />@ EA. OUTLOOKER \
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<br />~2X4 OUTLOOKER
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<br />24' MAX
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<br />
<br />GABLE END DETAIL AT ~IP VAUL T ~
<br />SCALE: N.T.5. ~
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<br />
<br />CANTILEVERED) -------- =
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />MASONRY WALL (DESIGNED AS
<br />
<br />REFER TO SECTION 1 A ON SHEET
<br />S3.1 FOR X-BRACING, AND TOP
<br />CHORD BLOCKING INFORMATION
<br />
<br />~! ~i
<br />/ /' SCISSOR TRUSS
<br />'" ~" ./
<br />,-
<br />1'-" ./ __ /"'
<br />
<br />/ "/./ 24" O.C. ON TOP OF BOITOM
<br />././ "^ "" CHORD FOR (4) TRUSS SPANS
<br />V ././ "" ' AITACHED W/ 2-16d @ EACC
<br />./ /./ /./" TRUSS JOINT
<br />/./ " "
<br />./ I'--
<br />./ "
<br />/ ' 2" X 4" BLOCKING END NAILED
<br />V- W/ 2-16d @ 24" O.C. (MAX.)
<br />I 1 I ..-
<br />
<br />~l ~~ 2" X 4" BLOCKING (TURNEC
<br />'.' FLAT) NAILED TO TOP PLATE
<br />.. W/ 5-10d NAILS
<br />
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<br />
<br />,I
<br />'\
<br />
<br />"
<br />
<br />~ WOOD FRAME EXT. WALL
<br />
<br />~ SIMPSON SP2 @
<br />~ EVERY OTHER STUD
<br />
<br />~ Lr ~'---- 2x8 STUDS AT 16" D.C.
<br />
<br />tv-- x I'---- 1 /2" NOMINAL PLYWOOD OR
<br />__ \"J ~ O;,S.B. NAILED W/ 8d N~ILS @
<br />/ b 4 O.C. BOUNDARIES, 6 O.C.
<br />~ ~ EDGES, & 12" O.C. FIELD
<br />
<br />,- SIMPSON SP 1 @
<br />EVERY OTHER STUD
<br />
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<br />K.O. BLOCK W/ (1)
<br />#5 CONT. & FILLED
<br />
<br />l-
<br />I-
<br />l-
<br />I-
<br />
<br />1/2" DIA. X 8" "J" BOLT @
<br />48" O.C. W/ 2" DIA. X 3/16"
<br />PLATE WASHER (TYPICAL)
<br />
<br />- I-
<br />- '-
<br />- I-
<br />- I-
<br />
<br />
<br />~f/ -----
<br />
<br />1" X 2" P.T. FURRING STRIP
<br />
<br />NON-BEARING EXT. KNEE-WALL I
<br />5CALE: 3/4' = )'-0' ,
<br />
<br />-=-
<br />
<br />C\
<br />6'5 1
<br />
<br />, /'
<br />./- " ./~
<br />" / / r WOOD TRUSSES
<br />
<br />SIMPSON A34 CONNECTOR /:>"X V .,r-2x4 Rf.'T RUN BRACING
<br />VV/4-8d X 1 1\2" I~HO BLOCKI~~0 ~"~"'jV AT 24 O.C. ON TOP OF
<br />() /" /" " ./ " BOIT. CHORD FOR 4
<br />& 2 3 16 X 1 3 4 TAPCONS INTO ~ /< TRUSS SPANS AITACHED
<br />PRECAST (NOTE: MAINTAIN MIN. '" / W/ 2 - 16d AT EA. TRUSS
<br />1 7/8" EDGE DIST. ON PRECAST) X "",,-' "- X JOINT
<br />~ - - 2x4 BLOCKING @ 24" O/C
<br />W/ 2 - 16d TOENAILS @ EA.
<br />1 \2" HIGH STRENGTH OR 5/8" GYP. ~ -~-- MASONRY WALL
<br />WB W/ 1 3/8" DRYWALL NAILS OR __
<br />DRYWALL SCREWS 7" O/C CEILING = =----ARCHITECTURAL FINISH
<br />& 8" O/C WALLS _= ~-
<br />
<br />@ 24" O.C.
<br />
<br />TO THE BE5T OF THE ENGINEER'5 KNOUJLED6E AND BELIEF, THE
<br />eTRUCTURAL PLANe AND oPECIFICATIONe COMPLY WITH THE
<br />FLORIDA BUILDING CODE, 5ECTION '~0~ FOR 120 MF1-4 .3 6ECOND
<br />GUOT, EXF06URE '6' WIND lONE (20~1 EDITION).
<br />T1-415 DRAUJINU AND DE516N 15 vALID FOR 12 MONT1-4e AFTER T1-4E
<br />DATE IT 16 6lGNED AND 6EALED,
<br />51GNED AND 5EALED FOR THE 5TRUCTURAL FORTION OF T1-416
<br />DRAUJINU ONLY.
<br />
<br />~
<br />
<br />REFER TO SECTION 1 A ON SHEET
<br />S3.1 FOR X-BRACING, AND TOP
<br />CHORD BLOCKING INFORMATION
<br />
<br />END
<br />
<br />EXT. WALL CONN. -a) ~
<br />NON - LOAD BEARING LOCATION ( D \
<br />
<br />REFER TO DETAIL A/51 FOR MORE INFO. 5CALE: 3/4' = \'-0' ~'
<br />
<br />/
<br />(10 SAMUEL A. GREENBERG, PE, ~4245
<br />o T~U,,( ~. ~U,,(NH P E. ~0122
<br />D IRWIN J. BENSON, P E. -4~158
<br />D All ABBAS ~AKIM, P E. 415~ 18~
<br />
<br />/'
<br />
<br />D E DANSCO
<br />
<br />ENGINEERING, FA.
<br />
<br />p.o. BOX 3400 - APOllO eEACf4 - FlORIDA - 33&12
<br />PI-.fONE - (813) 64& 0166 FAX - (813) 645 <a6~
<br />e6 .AalAl fC\mESE DRAWINGS AND DESIGNS ARE mE JOINT PROPERTY OF DANSCO ENGINEERING, PA AND mE
<br />""1';;1 ~ ~CUENT ON mls PROET. ANY REPRODUC1lON OR UNAumORIZED USE IS PROHIBITED. - 2003
<br />
<br />"'\
<br />
<br />r 4:;' OM IN
<br />
<br />I~~ '- IX \ ~IX X I
<br />
<br />~ -~-TOP CORD BLOCKING FOR FIRST FOUR ROWS..../
<br />( ~~K<:~ -- OF TRUSSES@EDGESOFSHEATHINGTYPICAL
<br />TOENAIL W/ (2) 16d NAILS .,- 2 x 4 "T" ON TOP OF PANEL ij
<br />~~ I ~"~I BLOCKING, FASTEN WITH : ,.....--1/2" COX PLYWOOD OR 7/16" OSB
<br />I~ ...........,... I I I ~ ............... I I I I I 10d x 3" @ 4" O/C 1$ SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C.
<br />Xr~r\ I I ~] 1/ I T ~N I/~' ~ I EDGES AND 12" O.C. FIELD
<br />I ........--GABLE TRUSS
<br />'--4:;,oMIN ~ !$
<br />
<br />CEILING - ~x : .....---"L.. BRACE TO EXTEND AT LEAST
<br />RIDGE ~~ 2 x 6 P.T. k 90% OF WEB LENGTH (SEE TABLE BELOW)
<br />INTERIOR HIP VAULT; - ~ SILL t$
<br />6: 12 SLOPE CENTER _ I
<br />AND 3: 12 SLOPE SLIDES. X I
<br />~ ~ $ 10d x 3" @ 3" O/C THROUGH
<br />J / CHORD INTO 2" x 6" P.T. PLATE
<br />5/8" OR 1/2" CEILING DENSE '- Y
<br />GYPSUM WALL BOARD FASTENED < ,,-- ~C6~R ~JEAJ~~~~RY.
<br />WITH 8d COOLER NAILS OR 1 1/ 4"T' ~ ;(:..
<br />LONG DRYWALL SCREWS COMPLYING /~ \.- MOISTURE BARRIER.
<br />WITH ASTM C 1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" O/C TYPICAL '- I- ~ USP LTPA @ 48" O/C (TYP.)
<br />~ ~
<br />~ ~
<br />1/2" DIA. BOLT @ 24" O.C. ~ ~
<br />MINIMUM 6" FROM PLATE SPLICES
<br />W/ 3/16" x 2" DIA. PLATE WASHER
<br />
<br />~ CREATED 01-02-02
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />t "'\ 5CAJ..E NOTED LENNAR 1-l0ME5 DRAUN B.V.
<br />1)11 \ DATE 1J2/02 TAMPA DIY161GIN N: /SlOCKS/STD 2001
<br />\ .lAy 0 2 2005 FRAMING CONNECTION5 6 EXT. WALL5
<br />'- "" DE JOB NO. PM - 5021 && ~
<br />
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