HomeMy WebLinkAboutConstruction PlansINSTALLATION NOTES AND SPECIFICATIONS
1. CE9Gt115 FORMVJ!JA11L 30-CTY.tOE%:6'•0•EAVE F;;'G.HT UTLT'STRULTURES.
xS:GN WAS DOTIE IN ACCORCAIJCE%% iH THE 202G FLORIDA BU!LCING CCCE !FBC) 7TM E: T ION
3 OESGtILOADSAREASFOLOnS
A)DEADLOAD v.15 -SF
�BILO'JELOAD =. 13 PEP
C) GROUfn S11010VLCAD OP92(24•-D'1'.ITHU•CHAt1t!ELPAF7ERTIE)
4 ULTMIATE W11J SPEED tE01.!PH (NOMINAL VMNTO SPEED WO N'PH)
MAX02
1M PAFTER! POST AM END POST EPACIN3 - W-D•(LTJLESS NOTE OTHERWISE).
R!SKCATEGORV I
6 "IDEXPOSURE CATEGORY'B
SPEORCATMNS APPUCAPSLE TO 26GALJGEAI= AL PANELSFASTE`EDCIRECTLY TO 3•T313?IWTUEE SEE' ITS)(UNLESS NDTEDOT)ERVASE),
' AVERAGE FASTOJERSPACIt4GC!lCEIJTERS ALOtIG P.AFTRS OR HAT CH—ELS, AND OOL=4S(RITERIOR OR E )v 6-O G.(MAM.
9 FASTENERS CO/SST OF)'-%?1 SELF OR:LUN'G FASTE!ER(SDFL USE CONTROL SEAL WA>HR WITH EXTERIOR FASTENERS SPEOFCATIOMS
APPUCASLE CWJ FOR LI_MI ROOF HEIGHT CF V.C- OR LESS, AND ROOF SLOPES OP , (3:12PITCH) OR LESS SPACING RECU:RE.IUr$ FCR OTHER
ROOFHEGHTSAIDJOR SLOP:SAtAY VARY.
10. WNDFCRCES GOVERN OVER SEISIDCFORCES ESISL•JC PARAMETERS ANALYZEDARE
SOIL SITE CLASS - D
RJSKCATEGORY W511
R- 225 ILv1.0
$se TBDi VvCsYJ
.. E TBD
G MEMBER NOTES:
ROOF RAFTERS TO BE'3k3'.3fl S' TUBE STEEL (MIN.)
2 KICKERS TO MATCH ROOF RAFTER
3. FASTEN RAFTER TO COLUMN VIEI J2' THRU-BOLT
4. FASTEN KICKER TO RAFTERICOLUMN Wb1/2' THRU-BOLT
S. COLUMN TO BE 3'x3l-A 4' TUBE STEEL (MIN.)
6. BASE -RAIL TO MATCH COLUMN
'
7. COLUMN TO BE WELDED TO BASE -RAIL
e. GR OUNDANCHOR SIZE TO BE 11Tx4-EMBEDMENT (MIN.)
M--
----- - - ---- -- -
TABLE 7
RAPTR JPOS OR END POST
SPACING
VAFm SPEE
xs 150 s-o•2C.
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PRODUCT APPROVAL.
1 ROCF.PANEA
APPROVAL CODE 17031:''
2 WALL PJu%EL
APPROVAL -CODE 17021.1
3 EUXIR DOCR
APPROVAL CODE 179963
4 ASTA FL
APPROVALCCCEFL1074.2
6 KINRO YJ:t "
A ROVAL CODE 9937
6 29SA PANELS
APPROVAL CODE 14D24.1
7 BLAP 90NG
APPROVAL CODE 31737.1
t:OTE' PRCCUCT AppROVAL CCDFS
PROY.CED B/OTIJRS
FOR SITE SPECIFIC PLANS ONLY
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WINDOW AND DOOR NOTE
EXT`E`CR WNCOM AN0 GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT
TESTI::G LABORATORY, AND SEARAN -.".A GR YAMA OR OTHER. APPROVED LABEL
N:CE%IM%G THE MANU:A TJRER. PERFOR W NCE CMAP.ACTERISICS AND APPROVED
PP,OOXT EVALUATION EYDTY TO INDMATE COMPLIANCE 1%T. THE RECLIRE61 EI(TS CF THE
FCLLOMIIG SPEGFICATION,
Mel, MA`R'l.SDA 101115 3P_7 _
THE WNSMCT10,N SHALL BE TESTE!NACCORDANCE VATH.Am—E MC. STAI.DARDTEST
METHODS FOR SRUMRALRERFOPUANCE OP E%7EICRWNDOn5. CURTAIN W4LLS.fJ:D
OCORS BY UNlFCRM SA TIC MR PRESS!RE.
DESIWIWASCONEINACCCRDANCE''.N JT•iE7.20FLORIDABULD:)4GCO:'E7THED.(FBC)WRH
SUPPLEUENfAMENDM941S'006 t1'PRJIATIO!ML BUILOING CODE OBCL i0W ISC A40201218C.
GENERAL NOTES:
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3-ALL FIELD CONNECTIONS •
SNALLEE 1R-X 3i SELF ORILUNS
'SCREWS.
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5.=NCRETEEXPANS!WINJCHORS£HALLBENE1ITANMR
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ECLT2LEIJT. GROUt1DMJCHOR P.EOJIP.EMEINTSARE 1^y EACH
3
GONLRRAFTER POST
ATAMA(.SUM4'.W0C. AND BOTRBIDES .E
BASE RPIL IS ASSENT-GRW IDANCHORS APE t:T, R .RED
OCOR
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V•!MERE
FOR CONCRETE FOOTING ANOIOR CONCRETE SLAB CCISTRL'CTICN.
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6.PCONNECTE.N.F>. FT BRACESEN 11LLS YPOsrRAFTER
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FOR ENOY ELLS
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DESIGN PRESSUP,E(PSF)
POSITIVE
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j� FL License M. 50421
COA# 30468
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Cl�oC-_ PFAK BRACE CONN. DETAIL
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INSTALLED PER MAMJPACP'REAS SPECIFICATIONS
TUBING OPTIONS
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--- 26 GAUGE SKIN
Engineer. Kent Bice
FL License M 50421
COM 30468
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STATE'
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02/2301
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4" CONC. SLAB
6X6#10 W.W.MESHREINF.-
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FIBERM ESH OPTIONAL i
6 MIL PLASTIC MEMBRANE
WELL COMPACTED EARTH FILL 95% PROCTOR
TREAT SOIL FOR TERMITES
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30'-0" MAXIMUM
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CONCRETE:
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 20 DAYS.
COVER OVER REINFORCING STEEL
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE:
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PREMANENTLY IN CONTACT WITH EARCH OR EXPOSED TO THE EARTH OR WEATHER
AND 1 12- ELSEWHERE. REINFORCING BARS EMBEDDED IN GROUTED CELLS SHALL HAVE
A -MINIMUM CLEAR DISTANCE OF 114- FOR FINE GROUT OR 12- FOR COURSE GROUT
BETWEEN REINFORCING BARS AND ANY FACE OF A CELL. REINFORCING BARS USED IN
MASONRY WALLS SHALL HAVEA MASONRYCOVER (INCLUDING GROUT) OF NOT LESS THAN
2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 12' FOR MASONRY
UNITS NOT EXPOSED TO EARCH OR WEATHER.
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
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6
GALVANIZATION:
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METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION NOT DIRECTLY EXPOSED TO
THE WEATHER SHALL BE GALVANIZED
i
IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL
PLATE CONNECTORS, SCREWS. BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE
IN. STAINLESS STEEL OR HOT DIPPED GALVANIZED.
3
REINFORCEMENT MAY BE SENT IN THE SHOP OR THE FIELD PROVIDED:
1. ALL REINFORCEMENT IS BENT COLD
-
2 THE DIAMETER OF THE BEND. MEASURED ON THE INSIDE OF THE BAR. IS NOT LESS THAN 6-BAR
DIAMETERS AND
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT.
1p �ifEf
,f
EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN BARS WITH A VERTICAL CELL, BARS PARTIALLY
li�!
EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT SLOPE NOT MORE THAN I- OF
.
THE HORIZONTAL DISPLACEMENT TO 6" OF VERTICAL BAR LENGTH.
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Engineer. Kent Bice
FL License #: 50421
T.
COA# 30468
4
No UM21
�—.40-
STATE 'OF
T'
02Q3121