HomeMy WebLinkAboutBIN A-3 PERMIT 5999
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fHUSS AND FRAMING NOTES:
1. TRUSSES SHALL B~ DESICNED IN ACCORDANCE wm~ niE APPtJCABlE
PROVISIONS OF mE' "NATlONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCllO~ OF NBFPA AND Wlnt THE JPI "DESIGN SPECifICATION
FOR METAL PlATE CONNECTED WOOD TRUSSES". CHOR'D MEM8ERS
SHAlL BE K.D. SOUTHERN PINE, SURFACED DRY, NO.2 MINlM(JM.
LIVE LOftD DEFLECTlON SHALL BE LIMITED TO L/J60. CONNECTOR
PlAfES SHALL BE MADE OF ASTM A446, GRADE A, HOT -DIPPED
GALVANIZED (G60) STEEL AND APPLIED TO 80TH FACES OF TRUSS
AT EACH JOINL
2. HOOF rRUSS SUPPLIER SHftLL BE RESPONSIBLE FOR THE DESIGN OF
THE ROOF muss SYSTEM. DESIGN OF THE SYSTEM SHftlL BE PREPARED
AND SEftLED BY A QI)AlIFIED REGISTERED PROFESSIONAL ENGINEER.
COPIES OF COMPLETE SHOP DRAWINGS, INCLUDING TRUSS lAYOUT AND
BRACING SHALL BE SIJBMlrTED FOR THE CONTRACTORS REVIEW.
DURA110N FACTORS USED FOR DESIGN SHALL BE 1.33 FOR D+L AND
1.,33 FOR D +-W LOADS. CALCULATIONS SHALL INDICATE UPLIFT LOADS.
-3. mUSSES AND RAFJEI~S SHALL BE SECURED TO SUPPORTS WITH HURRICft.NE
ANCHOHS AND 8d NAlLS MINIMUM, INCLUDING VALLEY TRUSSES, ALL NAILING
SHALL BE IN ACCORDANCE WITH CHAPTEr~ 12 OF THE SBC UNLESS NOTED
OTHERWISE (UON).
4. TEMPORAI~Y AND PERMANENT BHACING SHALL BE INSTALLED IN ACCORDAi'1CE
Vimt "BRACING WOODfRUSSES: COMMENTARY AND RECOMMENDATIONS'".
CONSJHUCnON AND/OR PERMANENT LOADS SHALL BE PLACED ONLY ON
COMPLETED NAILED SHEATHING AND BRACING.
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_DESIGN CRITERIA AND STRUCTURAL NO
5. THE CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS, DUCT
LAYOUT AND OTHER CEILING WORK WITH TRUSS AND Of HER
SfRUCTlJRAL FRftMtNG.
1. ALL WORK SHAll BE IN ACCORDANCE WITH THE 199 STANDAAD BUUDING
CODE, ( WITH 1992/1993 Rf.VISIONS ) LOCAL 0, IN CE AND REGULATIONS.
2. UVE LOADS
ROOF ::: 20 PSF
BOTTOM CHORD OF GARAGE TRUSSES ::: 10 PSF
DEftD LOADS:
ROOF ~ TOP CHORDS == 10 PSF, BOTTOM CHORD == 5 PSF
J. WIND LO;\DS: 100 MPH WIND SPEED == 22 PSF, BASIC
DESIGN PER SBC SECTION 1205.2; END ZONE ::;I 20 FEEf.
NET UPLIFT WIND LOAD = 15 PSF, INTERIOR, 30 PSF FOR l=6 FEET
UPLIFT WIND LOAD ::: 18 PSF, CONNECTORS.
4. MATERIALS OF CONSIHucnON AND NOTES
ALL CONCRETE TO BE IN ACCOHDANCE WITH "BUILDING CODE REQUIREMENTS
FOR REINFORCED CONCREfr" (ACI 318~89).
ALL CONCRETE-----~f'c == 2,500 PSI (FLYASH 20% MAX BY WEIGHT).
MAX. SLUMP :: 5 INCHES; FILLED CEllS ::: 9 INCHES.
ALL REINFor~CING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI
AND SHALL CONFORM TO ASTM A-615, lAP SPLICE BARS 25 TIMES.
ALL WELDED WIRE F~BRIC SHALL CONFORM TO ASIM A-18,5.
MASONRY
,. HOLLOW REGUlAR WEIGHT CONCRETE MASONRY UNITS EIGHT 8 INCHES AND OVER
IN WIDTH SHALL CONFORM TO srANDARD SPECIFlCATlONS FOR HOLLOW LOAD-
BEARING CONCRETE MASONRY UNITS, GRADE N-l CONFORMING TO ASTM C90,
WITH A 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 1,900 PSI, f'rn
(net section area).
6. ALL LUMBER IN CONTACT WITH CONCRETE OH MASONRY
SHALL BE PHESSURE TREATED, USING WOLMAN CC
OR EQUIVALENT.
2. PROVIDE DOVETAIL ANCHORS AT INTERSECTIONS OF NON LOAD BEARING MASONRY
W~tLS AND INSPECTION OPENINGS AT FILLED CELLS.
HOOF SHEATHING (UNBLOCKED)
USE 15/3'L THICK APA RATED SHEATHING, 32/16, EXPOSURE
1 (1/2" 058). USE PANEL CLIPS BETWEEN EACH SUPPORT.
MINIMUM NAILING OF PLYWOOD SHfttL BE WITH 8d COMMON NAILS
SPACED AT 6" O,C. AT SUPPORTED EDGES AND AT 1'L O.C. ALONG
INTERMEDIATE supporns. NAILING SHALL BE 4" O.C. FOR PERIMETER
GABLE TRUSSES AND HIPS. (NO STAPLES)
J. MORTAR MIXES SHALL MEET ASTM C-270, PROPORTION PER mE FOLLOWING TYPES:
f(PE S (1,800 PSI) Of~ M (2,500 PSI).
4. CELLS CONfAlNING VERTICAL REINFORCING BARS SHALL BE FILLED WIJH 'PEAROCK"
CONCRETE AT A 28 DAY COMPRESSNE STRENGTH OF 2,500 PSI AND CONTAINING
NOT LESS THAN 5 BAGS OF CEMENT PER CUBIC YARD AND A SLUMP OF
9 INCHES MAXIMUM.
FLOOH_SHEATHINQ
USE :3/,r' n~ICK APA PATED SHEATHING, 48/24, EXPOSURE I, OR OS8,
PANELS SHft.LL BE TONGUE AND GROOVE EDGES. NAILING SHALL BE 10d
NAILS AT 6" O.C. ALONG EDGES AND 1 t' O.C. AT INTERMEDIATE
SUPPORTS FOR GLUE-NAILED FLOORS. USE ADHESIVES CONFORMING TO
APA SPEC. AFG-01; NON-VENEERED PANELS WITH SANDED SURFACES
AND EDGES SHALL USE ONLY SOLVENT BASED GLUES. STAPLING IS NOT
ACCEPTABLE.
BRENT,^,OOD
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DRIVE
LINE
ASPHALf
_WALL SHEATHING
EXTERIOR AND INTERIOR BEARING STUD WALL SHEATHING SHALL BE 15/J'L
THICK APA RATED, EXPOSURE I. NAILING OF PDWOOD SHALL BE 8d WJLS
AT 4" O.C. AT EDGES AND 1'L O.C. AT INTERMEDIATE SUPPORTS.
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CURVE DATA - C-1
R - 50.00'
A = 56.96'
D = 65--d 16'21 It
CH. == 53.9,3'
CH. BR. = S09.18'041tW
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OPEN WEB 4" X2" WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR 55 PSF
SUPERIMPOSED LOADS WIn~ A DEFLECTlON LIMIT OF l/480 FOR 40 PSF
LNE LOAD. MEMBERS SHALL BE BOTTOM CHORD BEARING, UON. SUBMIT
DESICN AND DEFLECTION CALCULAllONS WITH lAYOUT SHEETS. TRUSSES
.ABUTflNG END TO END SHALL HAVE BOTTOM CHORDS CONNECTED AND
DErAILED BY THE TRUSS VENDOR. BOHOM CHORD BHIDGtNG SHALL BE 2X4
MEMBERS AT 8 FEEf a.c. Wlnt lWO 16d NAILS AT EACH TRUSS.
STRUCTURAL WOOD
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I.R. PLS 3555
LUMBER FOR SmUCTURAL FRAMING AND WALLS SHALL BE SURFACED DRY
SmUCTURftL GRADE SOUTHERN YELLOW PINE MEETING OR EXCEEDING THE
FOLLOWING MINIMUM CRITERIA. (UON)
2X4 STUD WALLS - #2 GRADE (SPRUCE STUDS)
2X6 AND lARGER FRAMING - NO.2 GRADE
ML == MICRO-LAM BEAMS BY TRUSJOIST/MACM1LlAN, Fb==2925 PSI, E=2000
KSI; NAIL TOGETHER AND SUPPORT PER VENDOR RECOMMENDATIONS.
WESTERN CEDARS (NORTH): POSTS 6X6 - NO. 1 GRADE, Fb=850 PSI.
1. ALL FrWJING CONNECTIONS SHALL BE BASED ON SIMPSON "STRONG- TIE.4J
Of~ EQUIVALENT. ALL SUBSTlrUTIONS SHALL HAVE LOAD CAPACtN AND NAJUNG
REQUIRMENTS LITERATURE INDICATING EQUAL OR LARGEr~ VALUES. A SIMPSON
CATALOG OF CONNECTORS USED ON THE PROJECT SHALL BE KEPT ON SITE AT
ALL TIMES AND REFERRED TO BY THE FrV\M1NG SU8CONTRAcror~. ROOF
JRUSS CONNECTORS SHALL MEET OR EXCEED TRUSS Fft.8RICATOR DESIGN LOAD
ALL OTHER FRAMING CONNECTORS SHALL MEET OR EXCEED CODE DESIGN LOAl'
2. PROVIDE WOOD FRAME SUPPORT AND ACCESS PLATFORM ABOVE BOTTOM TRUS
CHORDS AS HEQUIREO BY MECHANICAL CONTHACTOR. CONTRACTOR SHALL VERI
LOCAflONS AND PROVIDE ROOF TRUSS FABRICATOR WITH lOADS, INsrALLAflON I
DIMENSIONS AND CLEARANCE REQUIREMENTS NECESSARY FOR TRUSS DESIGN A 0
MODIFICATIONS TO STANDARD TRUSSES.
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I.R. PLS 3555
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ASSUMED ALLOWABLE SOIL BEAf~ING pr~ESSURE = 1500 PSI
,
BUilDING SLAB AND FOOTlNG SUBGRADES INCLUDING ALL FILL SHALL OE COMPAC ED
TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSIlY AT OPTIUM MOISTUR
PEH AS1M 0-1557. SOIL SHALL l3E GRi\NUlAR MATERIAL CONTAINING LESS THAN
11 ~{ OF FINES PASSING A 11200 SIEVE.
CO\)t<.S(
S\L\JtR
LEGAL DESCRIPTION:
LOT /19, 8RENTWOOD, AS PER MAP OR
PLAT THEREOF AS RECORDED IN PLAT
BOOH 29, PAGE 86-89, OF THE
PUBLIC RECORDS OF PASCO COUNTY,
FLORIDA.
CONC. MON.
PLS .3555
NOTE:
IN ACCOHDANCE 'M n1 CHAPTER 4-71.003 (2)(i) OF
HiE FLORIDA ADMINIS1RA nVE CODE; ELECmlCAL,
MECHANICAL AND PLUMBING F AClunES SHALL BE
DESIGNED BY niE RESPECTIVE CON TRACTORS TO
MEE r ALL APPLICABLE CODES. mE ELECTRICAL,
MECHANICAL AND PLUMBING FACILITIES DRAWN
HEREON ARE BASED ON A DESIGN PROVIDED BY
HiE OWNEH TO ADDRESS HIS REQUIREMENTS.
St-rE PLAN
THIS BUILDING IS DESIGNED 0 CONFORM ~]
fO CHAPTER 12, SECTlON 1 05 OF THE 1991
STANDARD BUilDING CODE ( IW1TH 1992/191)3
Rf.VISIONS) FOR 100 M.P.~. WIND LOADS.
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FIBEf~GLASS SHINGLES
OVEr~ 15# FELT, 1/2" COX
4 PLY PLYWOOD SHEATHING
&; PRE-ENGINEERED ROOF
TRUSSES @ 24" a.c. -
NAIL PLYWOOD WI TH 8d NAILS
SPACED AT f5' O.C. ALONG EDGE
AND 1 '1' O.C. IN THE FIELD
METAL EAVES DRIP
SIMPSON .. HErA 2(j' HURRICANE
ANCHOR @ EACH TRUSS
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CONT. D8L. 2 X 4 TOP PLATE
2 X 6 FASCIA BOARD -"
WRAPPED W/ALUMINUM ~-
L_ DRYWALL GIEUNG
CONTINUOUS VENTED
ALUMINUM SOFIT
WOOD HEADEHS
AS REQUIRED
ALUMINUM SH. WINDOW
PER .......
ELEV.
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WALLS MUST HAVE l/l'
PLYWOOD SHEATHING
(NAIL WITH ad NAILS
SPACED AT 3" O.C. ALONG
TOP AND BOTTOM
EDGES AND ALL HORIZ.
JOINTS; f5' ALONG VERT.
EDGES AND JOINTS AND
12" a.c. ALONG
INTERMEDIATE STUDS.
CULTURAL MARBLE WINDOW SILL
-~
1/2" DR'fWALL OVER
2 X 4 STUDS @ 16"
O.C. WI 3 1/2" R-ll
INSULATION
1 /2"~ X 8" LONG
J-BOLT AT 24" o.e.
TOP OF SLAB EL.
/ 3 1/4" WD. BASE
,/' 1 FINISH FLOor,
-~
PER SPEC'S
GRADE VARIES
2 #5 !if REBAR ON CHAIRS
(CONflNUOUS)
HEADEr~ BLOCK
f~EG. BLOCK ----__
---.....
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4" CONcr~ETE SLAB
\ \ 6 MIL VISQUEEN VAPOR BARRIER
~ TREATED SOIL
--
6X6XW1.4XW1.4 WWF
POURED CONCRETE
FOOTERS (2500 PSI)
(CON f1NUOUS)
#~ REBAR IN POURED CELLS
AT CORNERS AND 8'-0" IN
BETWEEN.
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-rYPICAL FF~AME WALL SEC-rION
SCALE: 1/2"
1 ' - a"
PLANS REVIEWED
DATE ---7._::~~P-~_.
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IN ACCORDANCE 'M JH CHAPTER 471.003 (2)(1) OF
lHE FlORIDA ADMIN~smAnVE COOE; ELEC1RICAL,
MfXUANICJ\L AND PLUMBING FACIUT1ES SHALL BE
CESH;NED OY n~E RESPECflVE CONTRACTORS TO
~~EE fALl. APPUCAOlE CooES. mE ELECTRICAL,
MECHi\N1CAL AND PLUMBING FACIUT1ES DRAWN
HEREON ME BASED ON A DESICN PROVIDED BY
mE OWNEr~ TO ADDRESS HIS REQUIREMEN1S.
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THIS BUILDING IS DESIGNED TO CONFORM ~
TO CHAP1ER 12. SECTION 12,05 OF THE 1991
STANDARD BUILDING .CODE .( WITH 1992/1993
RE.VISIONS) FOR 100 M.P.H. WINO LOADS.
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