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<br />\ i GARAGE DOOR FRANE TO BE PT 2X6 8' 0" I
<br />1 W/(3) 1/2"11 J BOLTS USING 2"lI WASHERS ;
<br />\ I & EVENLY SPAC,.ED ALONG LENGTH. THIS DESIGN'
<br />< \ MEETS MAX. TEST PRESSURE OF DOOR MFG,. .
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<br />SIMPSON LTT20
<br />ANCHOR LOCATIONS
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<br />/20 X 70 GARAGE DOOR
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<br />~" x 6" Anchor Bolts 20" Q,C, w /2" Diameter Washers (Typical) .-- I
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<br />4 CONCRETE SLAB .f MONOLITHIC FOOTINGS
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<br />ALL WORK SHALL COMPLY
<br />WITH ALL PREVAILING CODES
<br />MESTANDARD BUILDING, PLUMBiNG
<br />CHANICAL, N.E,C.,'
<br />OF ZEPHYRHILLS ORD=~ !
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<br /> ~ - o,c, 2 x 4 Rat Run 4'- 0" 0
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<br /> Rrxr TRUSSES 24'" oc 1
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<br />ROOF PLAN %~ = / O~"
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<br />I NOTE: Electrical syste~s as indicated on th
<br />!pr=par=~in accordanCetith t~e N~tional Elecl~~~g~~n( N~~ rhematiC only and designs shall be
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<br />JVOOD JV ALL DETAIL
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<br />NOTE: Pre-Engineered Components as indicat d th .
<br />I a state of Florida registered professional en in:ero~n e drawln~s shall be designed and certified by
<br />\.!eview and_~pproval prior to initiation of con~truction. d shall be Issued to the Engineer of Record for
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<br />-_.~jJllD WALL 'bEtAIL
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<br />(A) W' CDX OR 7/16" OSB SHEATHING NA./LED 6" OC ON ALL EDGES A~D 8" OC IN
<br />FIELD, USE STEEL PLYCLIPS AND #15 FELT. FIBERGLASS SHINGLES AND
<br />VENT AS REQUIRED, ' i .. .,
<br />(B) ENGINEERED ROOF TRUSSES, I (See Note) f
<br />(C) MINIMUM R-I9INSULATION ItfJITIC JinJAS'i i
<br />(D) SIMPSON ___J CLIP ON ALL TR[JSS TO PLA TE Loc~{fU1Rl_JIJ + LTS 12 Bacl l' "
<br />(E) DOUBLE 1 X 11 #1 PINE W/TH ONE L'J YER ~" PLYWOOD IN CENTEjf-.---------.!-f!!~-sJ3ear!!1RRO!!lJ:-
<br />(F) DOUBLE 1 X 4 TOP PLATE, .
<br />(G) W' CEILING TYPE GYPSUAfI._ _____ I
<br />(1/) ALUMliVUilf SINGLE /lUNG WINDO;V.-----
<br />(I) SILLS
<br />(I) 1 X 4 STUDS I6"OC WITH R-llINSULATION AND W'GYPSUAf,
<br />(K) SIMPSON LTT2QANCIIORS AS SHO WNON PLAN. -----~--.
<br />(L) SINGLE 1 X 4 p, T. JJlOOD BOTTO.U PLA TE,
<br />(AI) 4" CONCRETE SLAB WITH WIRE ftJESH AND 6 M1Li. VISQUEEN OVER CLEJN
<br />COMPACT SOIL .f
<br />(N) 2 X 4 WOOD SUB FASCIA WITI/ ALUMINUM FASCIA AND SOFFIT. .
<br />(0) Yz" CDX OR 1/16" OSB WALL SHEATHING NAILED 6" OC ON ALL STUDS AND 4" ,
<br />OC ON TOP AND BOTTOAf PLATES, TYVEK HOUSE WRAP AND SIDING.
<br />(P) W' X 6" ANCI/OR BOLTS 20" OC WITI/ 2" FLAT WASHER,
<br />(Q) TYPICAL AfONOLITllIC FOOTINGS WITH 1 EACH #5 REBAR ON CHAIRS.
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<br />ALL 'vVALLS AC T
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<br />6^CK If GN;llE TRUSS
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<br />STRUCT\.J!W. SHEA 1 HING
<br />ATI.ACHEO Vi/ad W.JlS
<br />S" O.C. INl!RIOR & PERIMETER
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<br />CONNECT TO TOP OF
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<br />REAR EL EVATION'
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<br />H\JGHES RT12 0 48. 9<C.~
<br />OR W SHEATHING 24 MIN. ""-
<br />STRUCT\JfW. SHEATHING
<br />TO BE CONTINUOUS
<br />,',CROSS JOINT mACHED
<br />W/ad I'WLS 0 s. O.C.
<br />IWERIOR at PERIMmR
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<br />2X4 CROSS BRI.ClH<J S' -<j' B.lCK
<br />5'4 O.C. NM.ED W/(2) 1~
<br />o f/oOi CONNECTION NlNT
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<br />GYPSUM SHEAn1ING
<br />OOU[)l! 2X4 TOP Pl.AlO:
<br />2)(4 Sl\JDS AT 1 s. O.C.
<br />OR ll00ER
<br />CABLE END TRUSS ON FRAME
<br />WALL OR HEADER
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<br />RIGHT <t LEFT ELf"VATION
<br />
<br />PLANS REVlEWED
<br />DATE 6-- I t! - 11 J2
<br />BUILDING DEPT" APPROVED~
<br />
<br />I HER.EB'(~ERTIFY THAT, IN MY pr\oFESSIONAL .
<br />OPIN~(.IN A'~, A LICENSED PROFESSIONAL IN THIS
<br />,JURI._,DICTION, I HAVE HEVIEWED THE ATTACHED
<br />[lE'W;N A.t~~ fOUND IT TO BE IN ~~,UB')TANTlAL
<br />CO,~PLlANI..1;: WITH '5ECTION 1606 O~THE 19rJ
<br />SBI"CI STANDARD BUILDING CODE. ~-- i
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<br />----------..- ,_. -.-
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<br />- CARNELL Engineeril1/!;. P.A.
<br />Cl'11. En,-irQnnH'nllll. Plan nine
<br />
<br />2225 East Edgewood Drll.;e, Suite 5
<br />Lakelanci, Florida 33803
<br />Phone: (813) 666-3727
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<br />REVISIONS BY I
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<br />DRAWN
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<br />CHECKED
<br />
<br />DATE
<br />04-/8- 98
<br />
<br />SCALE
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<br />"'OS NO.
<br />! CA2A~O I
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