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<br />fHUSS AND FRAMING NOTES:
<br />1. TRUSSES SHALL B~ DESICNED IN ACCORDANCE wm~ niE APPtJCABlE
<br />PROVISIONS OF mE' "NATlONAL DESIGN SPECIFICATION FOR WOOD
<br />CONSTRUCllO~ OF NBFPA AND Wlnt THE JPI "DESIGN SPECifICATION
<br />FOR METAL PlATE CONNECTED WOOD TRUSSES". CHOR'D MEM8ERS
<br />SHAlL BE K.D. SOUTHERN PINE, SURFACED DRY, NO.2 MINlM(JM.
<br />LIVE LOftD DEFLECTlON SHALL BE LIMITED TO L/J60. CONNECTOR
<br />PlAfES SHALL BE MADE OF ASTM A446, GRADE A, HOT -DIPPED
<br />GALVANIZED (G60) STEEL AND APPLIED TO 80TH FACES OF TRUSS
<br />AT EACH JOINL
<br />2. HOOF rRUSS SUPPLIER SHftLL BE RESPONSIBLE FOR THE DESIGN OF
<br />THE ROOF muss SYSTEM. DESIGN OF THE SYSTEM SHftlL BE PREPARED
<br />AND SEftLED BY A QI)AlIFIED REGISTERED PROFESSIONAL ENGINEER.
<br />COPIES OF COMPLETE SHOP DRAWINGS, INCLUDING TRUSS lAYOUT AND
<br />BRACING SHALL BE SIJBMlrTED FOR THE CONTRACTORS REVIEW.
<br />DURA110N FACTORS USED FOR DESIGN SHALL BE 1.33 FOR D+L AND
<br />1.,33 FOR D +-W LOADS. CALCULATIONS SHALL INDICATE UPLIFT LOADS.
<br />-3. mUSSES AND RAFJEI~S SHALL BE SECURED TO SUPPORTS WITH HURRICft.NE
<br />ANCHOHS AND 8d NAlLS MINIMUM, INCLUDING VALLEY TRUSSES, ALL NAILING
<br />SHALL BE IN ACCORDANCE WITH CHAPTEr~ 12 OF THE SBC UNLESS NOTED
<br />OTHERWISE (UON).
<br />4. TEMPORAI~Y AND PERMANENT BHACING SHALL BE INSTALLED IN ACCORDAi'1CE
<br />Vimt "BRACING WOODfRUSSES: COMMENTARY AND RECOMMENDATIONS'".
<br />CONSJHUCnON AND/OR PERMANENT LOADS SHALL BE PLACED ONLY ON
<br />COMPLETED NAILED SHEATHING AND BRACING.
<br />
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<br />
<br />
<br />_DESIGN CRITERIA AND STRUCTURAL NO
<br />
<br />5. THE CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS, DUCT
<br />LAYOUT AND OTHER CEILING WORK WITH TRUSS AND Of HER
<br />SfRUCTlJRAL FRftMtNG.
<br />
<br />1. ALL WORK SHAll BE IN ACCORDANCE WITH THE 199 STANDAAD BUUDING
<br />CODE, ( WITH 1992/1993 Rf.VISIONS ) LOCAL 0, IN CE AND REGULATIONS.
<br />
<br />2. UVE LOADS
<br />ROOF ::: 20 PSF
<br />BOTTOM CHORD OF GARAGE TRUSSES ::: 10 PSF
<br />DEftD LOADS:
<br />ROOF ~ TOP CHORDS == 10 PSF, BOTTOM CHORD == 5 PSF
<br />
<br />J. WIND LO;\DS: 100 MPH WIND SPEED == 22 PSF, BASIC
<br />DESIGN PER SBC SECTION 1205.2; END ZONE ::;I 20 FEEf.
<br />NET UPLIFT WIND LOAD = 15 PSF, INTERIOR, 30 PSF FOR l=6 FEET
<br />UPLIFT WIND LOAD ::: 18 PSF, CONNECTORS.
<br />
<br />4. MATERIALS OF CONSIHucnON AND NOTES
<br />ALL CONCRETE TO BE IN ACCOHDANCE WITH "BUILDING CODE REQUIREMENTS
<br />FOR REINFORCED CONCREfr" (ACI 318~89).
<br />ALL CONCRETE-----~f'c == 2,500 PSI (FLYASH 20% MAX BY WEIGHT).
<br />MAX. SLUMP :: 5 INCHES; FILLED CEllS ::: 9 INCHES.
<br />ALL REINFor~CING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI
<br />AND SHALL CONFORM TO ASTM A-615, lAP SPLICE BARS 25 TIMES.
<br />ALL WELDED WIRE F~BRIC SHALL CONFORM TO ASIM A-18,5.
<br />
<br />MASONRY
<br />
<br />,. HOLLOW REGUlAR WEIGHT CONCRETE MASONRY UNITS EIGHT 8 INCHES AND OVER
<br />IN WIDTH SHALL CONFORM TO srANDARD SPECIFlCATlONS FOR HOLLOW LOAD-
<br />BEARING CONCRETE MASONRY UNITS, GRADE N-l CONFORMING TO ASTM C90,
<br />WITH A 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 1,900 PSI, f'rn
<br />(net section area).
<br />
<br />6. ALL LUMBER IN CONTACT WITH CONCRETE OH MASONRY
<br />SHALL BE PHESSURE TREATED, USING WOLMAN CC
<br />OR EQUIVALENT.
<br />
<br />2. PROVIDE DOVETAIL ANCHORS AT INTERSECTIONS OF NON LOAD BEARING MASONRY
<br />W~tLS AND INSPECTION OPENINGS AT FILLED CELLS.
<br />
<br />HOOF SHEATHING (UNBLOCKED)
<br />
<br />USE 15/3'L THICK APA RATED SHEATHING, 32/16, EXPOSURE
<br />1 (1/2" 058). USE PANEL CLIPS BETWEEN EACH SUPPORT.
<br />MINIMUM NAILING OF PLYWOOD SHfttL BE WITH 8d COMMON NAILS
<br />SPACED AT 6" O,C. AT SUPPORTED EDGES AND AT 1'L O.C. ALONG
<br />INTERMEDIATE supporns. NAILING SHALL BE 4" O.C. FOR PERIMETER
<br />GABLE TRUSSES AND HIPS. (NO STAPLES)
<br />
<br />J. MORTAR MIXES SHALL MEET ASTM C-270, PROPORTION PER mE FOLLOWING TYPES:
<br />f(PE S (1,800 PSI) Of~ M (2,500 PSI).
<br />
<br />
<br />4. CELLS CONfAlNING VERTICAL REINFORCING BARS SHALL BE FILLED WIJH 'PEAROCK"
<br />CONCRETE AT A 28 DAY COMPRESSNE STRENGTH OF 2,500 PSI AND CONTAINING
<br />NOT LESS THAN 5 BAGS OF CEMENT PER CUBIC YARD AND A SLUMP OF
<br />9 INCHES MAXIMUM.
<br />
<br />FLOOH_SHEATHINQ
<br />USE :3/,r' n~ICK APA PATED SHEATHING, 48/24, EXPOSURE I, OR OS8,
<br />PANELS SHft.LL BE TONGUE AND GROOVE EDGES. NAILING SHALL BE 10d
<br />NAILS AT 6" O.C. ALONG EDGES AND 1 t' O.C. AT INTERMEDIATE
<br />SUPPORTS FOR GLUE-NAILED FLOORS. USE ADHESIVES CONFORMING TO
<br />APA SPEC. AFG-01; NON-VENEERED PANELS WITH SANDED SURFACES
<br />AND EDGES SHALL USE ONLY SOLVENT BASED GLUES. STAPLING IS NOT
<br />ACCEPTABLE.
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<br />_WALL SHEATHING
<br />EXTERIOR AND INTERIOR BEARING STUD WALL SHEATHING SHALL BE 15/J'L
<br />THICK APA RATED, EXPOSURE I. NAILING OF PDWOOD SHALL BE 8d WJLS
<br />AT 4" O.C. AT EDGES AND 1'L O.C. AT INTERMEDIATE SUPPORTS.
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<br />CURVE DATA - C-1
<br />R - 50.00'
<br />A = 56.96'
<br />D = 65--d 16'21 It
<br />CH. == 53.9,3'
<br />CH. BR. = S09.18'041tW
<br />
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<br />
<br />OPEN WEB 4" X2" WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR 55 PSF
<br />SUPERIMPOSED LOADS WIn~ A DEFLECTlON LIMIT OF l/480 FOR 40 PSF
<br />LNE LOAD. MEMBERS SHALL BE BOTTOM CHORD BEARING, UON. SUBMIT
<br />DESICN AND DEFLECTION CALCULAllONS WITH lAYOUT SHEETS. TRUSSES
<br />.ABUTflNG END TO END SHALL HAVE BOTTOM CHORDS CONNECTED AND
<br />DErAILED BY THE TRUSS VENDOR. BOHOM CHORD BHIDGtNG SHALL BE 2X4
<br />MEMBERS AT 8 FEEf a.c. Wlnt lWO 16d NAILS AT EACH TRUSS.
<br />
<br />STRUCTURAL WOOD
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<br />5/1j CAPPED
<br />I.R. PLS 3555
<br />
<br />LUMBER FOR SmUCTURAL FRAMING AND WALLS SHALL BE SURFACED DRY
<br />SmUCTURftL GRADE SOUTHERN YELLOW PINE MEETING OR EXCEEDING THE
<br />FOLLOWING MINIMUM CRITERIA. (UON)
<br />2X4 STUD WALLS - #2 GRADE (SPRUCE STUDS)
<br />2X6 AND lARGER FRAMING - NO.2 GRADE
<br />ML == MICRO-LAM BEAMS BY TRUSJOIST/MACM1LlAN, Fb==2925 PSI, E=2000
<br />KSI; NAIL TOGETHER AND SUPPORT PER VENDOR RECOMMENDATIONS.
<br />WESTERN CEDARS (NORTH): POSTS 6X6 - NO. 1 GRADE, Fb=850 PSI.
<br />1. ALL FrWJING CONNECTIONS SHALL BE BASED ON SIMPSON "STRONG- TIE.4J
<br />Of~ EQUIVALENT. ALL SUBSTlrUTIONS SHALL HAVE LOAD CAPACtN AND NAJUNG
<br />REQUIRMENTS LITERATURE INDICATING EQUAL OR LARGEr~ VALUES. A SIMPSON
<br />CATALOG OF CONNECTORS USED ON THE PROJECT SHALL BE KEPT ON SITE AT
<br />ALL TIMES AND REFERRED TO BY THE FrV\M1NG SU8CONTRAcror~. ROOF
<br />JRUSS CONNECTORS SHALL MEET OR EXCEED TRUSS Fft.8RICATOR DESIGN LOAD
<br />ALL OTHER FRAMING CONNECTORS SHALL MEET OR EXCEED CODE DESIGN LOAl'
<br />2. PROVIDE WOOD FRAME SUPPORT AND ACCESS PLATFORM ABOVE BOTTOM TRUS
<br />CHORDS AS HEQUIREO BY MECHANICAL CONTHACTOR. CONTRACTOR SHALL VERI
<br />LOCAflONS AND PROVIDE ROOF TRUSS FABRICATOR WITH lOADS, INsrALLAflON I
<br />DIMENSIONS AND CLEARANCE REQUIREMENTS NECESSARY FOR TRUSS DESIGN A 0
<br />MODIFICATIONS TO STANDARD TRUSSES.
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<br />5/fJ' CAPPED
<br />I.R. PLS 3555
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<br />ASSUMED ALLOWABLE SOIL BEAf~ING pr~ESSURE = 1500 PSI
<br />,
<br />BUilDING SLAB AND FOOTlNG SUBGRADES INCLUDING ALL FILL SHALL OE COMPAC ED
<br />TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSIlY AT OPTIUM MOISTUR
<br />PEH AS1M 0-1557. SOIL SHALL l3E GRi\NUlAR MATERIAL CONTAINING LESS THAN
<br />11 ~{ OF FINES PASSING A 11200 SIEVE.
<br />
<br />CO\)t<.S(
<br />
<br />S\L\JtR
<br />
<br />
<br />LEGAL DESCRIPTION:
<br />LOT /19, 8RENTWOOD, AS PER MAP OR
<br />PLAT THEREOF AS RECORDED IN PLAT
<br />BOOH 29, PAGE 86-89, OF THE
<br />PUBLIC RECORDS OF PASCO COUNTY,
<br />FLORIDA.
<br />
<br />CONC. MON.
<br />PLS .3555
<br />
<br />NOTE:
<br />
<br />IN ACCOHDANCE 'M n1 CHAPTER 4-71.003 (2)(i) OF
<br />HiE FLORIDA ADMINIS1RA nVE CODE; ELECmlCAL,
<br />MECHANICAL AND PLUMBING F AClunES SHALL BE
<br />DESIGNED BY niE RESPECTIVE CON TRACTORS TO
<br />MEE r ALL APPLICABLE CODES. mE ELECTRICAL,
<br />MECHANICAL AND PLUMBING FACILITIES DRAWN
<br />HEREON ARE BASED ON A DESIGN PROVIDED BY
<br />HiE OWNEH TO ADDRESS HIS REQUIREMENTS.
<br />
<br />St-rE PLAN
<br />
<br />THIS BUILDING IS DESIGNED 0 CONFORM ~]
<br />fO CHAPTER 12, SECTlON 1 05 OF THE 1991
<br />STANDARD BUilDING CODE ( IW1TH 1992/191)3
<br />Rf.VISIONS) FOR 100 M.P.~. WIND LOADS.
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<br />FIBEf~GLASS SHINGLES
<br />OVEr~ 15# FELT, 1/2" COX
<br />4 PLY PLYWOOD SHEATHING
<br />&; PRE-ENGINEERED ROOF
<br />TRUSSES @ 24" a.c. -
<br />NAIL PLYWOOD WI TH 8d NAILS
<br />SPACED AT f5' O.C. ALONG EDGE
<br />AND 1 '1' O.C. IN THE FIELD
<br />
<br />METAL EAVES DRIP
<br />
<br />
<br />SIMPSON .. HErA 2(j' HURRICANE
<br />ANCHOR @ EACH TRUSS
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<br />CONT. D8L. 2 X 4 TOP PLATE
<br />
<br />2 X 6 FASCIA BOARD -"
<br />WRAPPED W/ALUMINUM ~-
<br />
<br />L_ DRYWALL GIEUNG
<br />
<br />CONTINUOUS VENTED
<br />ALUMINUM SOFIT
<br />
<br />WOOD HEADEHS
<br />AS REQUIRED
<br />
<br />ALUMINUM SH. WINDOW
<br />
<br />PER .......
<br />ELEV.
<br />/.r
<br />
<br />WALLS MUST HAVE l/l'
<br />PLYWOOD SHEATHING
<br />(NAIL WITH ad NAILS
<br />SPACED AT 3" O.C. ALONG
<br />TOP AND BOTTOM
<br />EDGES AND ALL HORIZ.
<br />JOINTS; f5' ALONG VERT.
<br />EDGES AND JOINTS AND
<br />12" a.c. ALONG
<br />INTERMEDIATE STUDS.
<br />
<br />
<br />CULTURAL MARBLE WINDOW SILL
<br />
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<br />
<br />1/2" DR'fWALL OVER
<br />2 X 4 STUDS @ 16"
<br />O.C. WI 3 1/2" R-ll
<br />INSULATION
<br />
<br />
<br />1 /2"~ X 8" LONG
<br />J-BOLT AT 24" o.e.
<br />
<br />TOP OF SLAB EL.
<br />
<br />/ 3 1/4" WD. BASE
<br />,/' 1 FINISH FLOor,
<br />
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<br />
<br />PER SPEC'S
<br />
<br />GRADE VARIES
<br />
<br />
<br />2 #5 !if REBAR ON CHAIRS
<br />(CONflNUOUS)
<br />
<br />HEADEr~ BLOCK
<br />f~EG. BLOCK ----__
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<br />4" CONcr~ETE SLAB
<br />\ \ 6 MIL VISQUEEN VAPOR BARRIER
<br />
<br />~ TREATED SOIL
<br />
<br />--
<br />
<br />6X6XW1.4XW1.4 WWF
<br />
<br />POURED CONCRETE
<br />FOOTERS (2500 PSI)
<br />(CON f1NUOUS)
<br />
<br />#~ REBAR IN POURED CELLS
<br />AT CORNERS AND 8'-0" IN
<br />BETWEEN.
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<br />
<br />-rYPICAL FF~AME WALL SEC-rION
<br />
<br />SCALE: 1/2"
<br />
<br />1 ' - a"
<br />
<br />PLANS REVIEWED
<br />DATE ---7._::~~P-~_.
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<br />CHI);;KED at APPBOVW
<br />
<br />RICK KIDDE.Y, AAKAY ENG., INC.
<br />
<br />96019
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