HomeMy WebLinkAboutPLANS 1IYPICAL SIDE ELEVATION
Sou. Ire -I
RECEIVED MAY 31 2017
SL B� ED
St. Lucie county
ST. LUCIE COUNTY BUILDING
Pre•Revlev►ed Not In Comp '
�,evieWedBy;
TYPICAL FRONTELEVATION T
scaF: ve•=r .
METAL FRAMING AND SIDING PREFABRICATED BY
CARPORTS ANYWHERE
P.O. BOX 830
SWAINSBORO, GA 30401
THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF
13ECHTOL ENGINEERING & TESTING, INC. AND AB BUILDING
SERVICES, INC. THESE DRAWING MAY NOT BE REPRODUCED
WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING
& TESTING, INC., AND AB BUILDING SERVICES, INC.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND
SPECIFICATIONS HEREIN HAVE BEEN PREPARED
BY THE UNDERSIGNED PROFESSIONAL ENGINEER,
AND ARE IN ACCORDANCE WITH THE
REQUIREMENTS OF SECTION 1609 OF THE
FLORIDA BUILDING CODE, FIFTH EDITION (2014).
THE PLANS ARE VALID UNTIL THE NEXT REVISION
OF THE FLORIDA BUILDING`C4(I14�(� 1 I1 fj'
METAL UTILITY STRUCTURES' INSTALLATION PLANS, DETAILS,
AND FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE STATE OF FLORIDA
PREPAREDBY,
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND. FLORIDA 32720
Cer66cele ofAuthorizdon No. 5492
GENERAL NOTES:
1. RISK CATEGORY I OR IL
2. WIND EXPOSURE CATEGORY S, C. OR D.
3. ULTIMATE WIND SPEED 115 TO 160 MPH (NOMINAL WIND SPEED 89 TO 116 MPH):
MAXIMUM RAFTERIPOST AND END POST SPACING =5.0 FEET•
4. ULTIMATE WIND SPEED 161 TO 180 MPH (NOMINAL WIND SPEED 117 TO 139 MPH):
MAXIMUM RAFTERIPOST AND END POST SPACING =4.0 FEET.
5. AVERAGE FASTENER SPACING ON -CENTERS ALONG END) = 6INCHES. RAFTERS OR PURLINS, AND POSTS (INTERIOR OR
6. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY T014 GAUGE
STEEL TUBE RAFTER FRAMES.
7. FASTENERS CONSIST OF I/4'-14X3/4'SELF-0RIWNG SCREWS WITH CONTROLSEAL WASHER.
SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES
OF 14' (3:12 PRCH). SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTSAND/OR SLOPES MAYVARY.
8. GROUND ANCHORS REQUIREMENTS ARE 1 @ EACH CORNER AND ONE RAFTER POST LOCATION, AT MAXIMUM OF 110' O.C. AND BOTH SIDES O EVERY OTHER
WHERE BASE RAIL
IS ABSENT.
9. GROUND ANCHORS ARE NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION:
10. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-ITANKR.TITE MODEL AT1252, OR SLEEVE ANCHOR
MODEL HSA 1260, OR EQUIVALENT,
y ,vVG/NEER/NG
im airD�G; "Inc.
CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERL" TESTING ENGINEERS
COfik mdAA.fto. Un
J&B BUILDING SERVICES, INC.
JP
Aeraavm TD
S.- NOTED
G1
I OF 6
TYPICAL SIDE TRUSSED RAFTERILEG POST ASSEMBLY FRAMING PLAN
sr - "',
illllllf//
AND TEST/NG, /na
CONSULTING GEOTECHNICAL, ENVIRONMENTAL. AND MATERIALS TESTING ENGINEERS
OffM l ofAdvWmNm S182
J&B BUILDING SERVICES, INC.
FE1D:
a¢a®
RR AA•ROVEq dF 06 2415 RtOJ N0- TB G15003
swe
' `u SHEET 2 OF 6
�1 RAFTER/LEG ASSEMBLY CONNECTION DETAIL
NdT SaN
TRUSSED RAFTER CENTER CONNECTION DETAIL
J NdT Smie
\\Illlllll/
ANV TESTING, Inc.
CONSULTING GEOTECNNICAL, ENVIRONMNTAL, AND MATERIALS TESTING ENGINEERS
C-Wf dA*"IZd.No.&IK
RAFTER LEG ASSEMBLY/
�1 DBL. BASE RAIL CONNECTION DETAIL
L NNTe S[de
RAFTER GABLE RAIL TO LEG
A-)\ ASSEMBLY CONNECTION DETAIL
Nd To Smk
AB BUILDING SERVICES, INC.
RDD.
°" m RR AF4R M TJF DAM B 06.24-15 G15003
swE
I�u I SHEET3
HORAGE OPTIONS
CONCRETE
Concela Shati Horsa MNMumSpedliad Cmnpm l,,Strengthof25WPSIa12a Days.
COVER OVER REINFORCING STEEL
Fabundatbns, mbmam mmrea cmeroverNW=k g barsshanbe:
3Inchhes In foundations where the coecma is coal agabd and Pemanenl y In contactwith B,o earth a exposed to the earth
ormather, and I-W Inches elsewhere. Reinforcing ham embedded IngmuNdconashed have a minimum deerchaanceof
124 hxdt for fire gmda 112 Inch forome, gmulbatween mMoniag bars andanyfacaofa can. Rebdoming barsusedin
masonry walls shag have a masonrycovar (including grout) of act lessaan 2 Inches fornasonryUnits Win face exposed to
eaMdrWemherl-lit! Inchnforma my Emtsrmtevposedtaearlawmftr.
REINFORCING STEEL, -
The minhrdng steel shag be mlbnurn Grade 40.
GALVANIZATION:
Mete) ecrosmrim for use In extemer wan construction and pot directly exposed Is ffaweather shall be gahan¢ed In
amndanro with ASTM A 153, Data B-2. Metal plate comacbrs, scrum, bdb and m9s exposed duedly to the Mather
shah be sWNess steel or hot dipped gatentma
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED:
1. An relnforomentIs benteed;
2. The dbmearmlhe bend, measured on the Inside oils bar, is not lass Ian slx4ard'larm;and B. Reinforcement PeNebyembedded In concrete and not be Bald bem.
EXCEPTION:
Whers beudmg Is necessary b align darmi ham with a vertical can. bam padie9y embedded In concrete shell be
Permittedto be bent as a slope of net mare than 1 Inch ofratpnmaltlLsplacament66inanseof ertlWbarlenglh
/1111111
+swu++�V&y67i/�G, INC.
V10EN3F'•.,��,
AMD' MST7NG, Inc
CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS
Ci0-W ofAWnkaAan Na5192
6Map111M (tbM; Fa Dpen Cwpeh,on WH
ay,abbmaypeduMWw assamamam)
$CONFtETE SLAB BASE RAIL-1ANCMORAGE
vjo6sele�„(aPllotUt_[PEN G4RPORISmaly
1.1/718 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFfERWRH (2)1/4'x T•SELF49FILLTNG
FASTENER SPACED NOT MORE THAN 4 r O.C.
ROOF PANEL ATTACHMENT
Net To Scale
AB BUILDING SERVICES, INC.
HDo
RR
UL 3 -
ARROVap: TB
scne
40F6
b
GABLE END OPTION
aTYPICAL GABLE END ELEVATION
srro IIB'eI,
2? TYPICAL GABLE END FRAMING PLAN
Ire=r
11111111,
'1f
AND TESTING, Inc.
CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS
c�aaedAwwmmnra.uv
J&B BUILDING SERVICES, INC.
RR
JP
TB
scke
SHEET 5 OF 6
OPEN CARPORT
EXTRA SIDE PANEL OPTION
TYPICAL RAFTERIPOST FRAME SECTION - EXTRA SIDE PANELS
SCALE IW=r
TYPICAL END ELEVATION - EXTRA SIDE PANELS
\\1111111///I
INC.
l &UHTOL ENGINEERING
AND TESTING, inc. !
CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS
CeMtale ofAiPtipnbn No.5182 -
�n aDm JP
Wvft RR AwSovea TB
TYPICAL SIDE ELEVATION - EXTRA SIDE PANELS
Gi iir-T
J&B BUILDING SERVICES, INC.
5003
EET60F6