HomeMy WebLinkAboutEngineering _ OLCUPANCYGROUP. U
FBC APPROVED PRODUCTS LIST GENERAL NOTES: CONSTRUCTION TYPE n43
1.THESE PUNS PERTAIN ONLY TO THE STRUCTURE,INCLUDING MAIN WIND FORCE RESISTING SYSTEM,COMPONENTS AND CLADDING,AND BASE RAIL
ANCHORAGE.OTHER DESIGN ISSUES,INCLUDWG BUT NOT LIMITED TO PLUMBING,ELECTRICAL,NGRESSSGRESS,PROPERTY SET-BACKS,OR RISK CATEGORY: I
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
BUILDING ENCLOSURE TYPE ENCLOSED
No.&DATE 2.THESE STRUCTURES ARE DESIGNED AS UTILITYISTORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE
LWEANDWIND LOADS.IMPROVEMENTS NOT SPECIFICALLYADDRESSED HEREIN,WHICH EXERTADDMONALLOADS ON THESTRUCTURESHALLSE WIND EXPOSURECATEGORY. C
AT THE OWNER'&RISK BECHTOL ENGINEERING AND TESTING,INC.,SHALL NOT BE RESPONSIBLE FORSTRUCTURAL DAMAGEOR FAILURE DUE TO
STRUCTURAL COMPONENTS ROOFOECK UNION CORRUGATING COMPANY FL9555.2 THEAPPUCATIOR OFADDIDONAL LOADS. ULTIMATE WIND SPEED WIG; ISO
26 Gauge MaSlerRlb Panel 08/23/15 3.ALL STEEL TUBING SHALL BE SIKSI STEEL NOMINAL DESIGN WIND SPEED(MPM: 139
STRUCTURAL COMPONENTS STRUCTURAL WALL UNION CORRUGATING COMPANY FL9555.2 4.AVERAGE FASTENERSPACWG ON-CENTERS ALONG RAFTERS OR PURUNS,AND POSTS(IMTERIOROR END)•6 INCHES. MEAN ROOF HEIGHT(FEET); 9.33
_ 26 Gauge MBBlerRlb Panel 06/23115 5.SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO 12OR 14 GAUGE STEEL TUBE POSTAND RAFTER FRAMES ROOFANGLE(OEGREES} 14.0
(WALLS AND HORIZONTAL ROOFS).OR 16 GAUGE PURLWS(48'MAXIMUM O.C.)FOR ROOF PANELS WITH THE VERTICAL ROOF OPTION.
EXTERIOR DOORS SWINGING THERMA-TRU CORPORATION FL15225.1 DESIGN PRESSURES(PSF):
CIBSSIC-Craft 07105115 6,FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 012-14t 314'SELF DRILLING FASTENERSWITH CONTROLSEAL WASHER@S'O.C.
` AVERAGE.
ROOF. 45S
EXTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. FL8888.1 7.ALL FIELD FRAMING CONNECTIONS SHALL BE 012-14.314'SELF-DRILLING SCREWS WITHOUTCONTROL SEAL WASHER WALLS: 41.1
Model 203 05/31115
ALL SHOP FRAMING CONNECTIONS SHALL WELDED, SWINGING DOOR: -502
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1 _ 9.CONCRETE EKPANSION ANCHORS SWILL BE WEJ4TANKR-TITE MODELAT1252,ORSLEEVEANCHORMODEL NSA 1260,OREOUNALENT. ROLL-IIPDOOR 41.7
Model 185 SH ON5116 '
10.POSTATAFTER BRACING:BRACE ON EVERY POSTIRAFTERCONNECUON,EXCEPTFOREND WALLS. WINDOWS: -53.6
11.SUB FOUNDATION SUBGRADE SOILS SHAUL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE NOTE;
FLORIDA BUILDING CODE FIFTH EDITION(2014)(FBC FE 2014)-RESIDENTIAL,AND SECTION 1816.1 OF THE FBCFE 2014.BUILDING. 14 GA FRAMING IS 2.1/2'x 2-1&TUBE STEEL(TS).
File COPY NIPPLES ARE 2-1/4'x 2-1/4'TS FOR 14 GA FRAMING.
METAL FRAMING AND SIDING PREFABRICATED BY
CARPORTS ANYWHERE
P.O.BOX 776
'ONCEALED FASTENERS OR ATTACHMEN i; STARKE,FL 32091
SWINGNGDOOa ROLL-UP DOOR WINDOW WN°°W ARE THE RESPONSIBILPOF THE THESE ENGINEERING DRAWINGS ARE THE PROPERTY OFBECHTOL
CONTRAOrPR OF wom ENGINEERING&TESTING,INC.AND J&B BUILDING SERVICES,INC.
THESE DRAWING MAY NOT BE REPRODUCED WITHOUT THE
WRITTEN CONSENT OF BECHTOL ENGINEERING&TESTING,INC.,
AND J&B BUILDING SERVICES,INC.
:ter'FLANS AND ALL PROPOSED WORK
__— ARE SUBJECT TO ANY CORRECTIONS
!�L�UIICCBY FIELD INSPECTORS THAT THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
1AY BG NECFSOARY{N t)RDFP T. HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED
FRONT ELEVATION RIGHT SIDE ELEVATION -.;OC9PLY INITii-IL MPLICALtUN.CODES, PROFESSIONAL ENGINEER,AND ARE IN ACCORDANCE WITH THE
SCALE Ire'•P '.-.v REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE,
SCALE Ire•=I' FIFTH EDITION(2014).THE PLANS ARE VALID UNTIL THE NEXT
REVISION OF THE FLORIDA BUILDING CODE.
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DATE eo6WD�T YORKA
L'L.4NN'S,'ND FEkiIIT\NST IiE KEPT O i JOB «°0' °A .
WINDOW WINDOW-) WINDOW 7; O PT:�'I'L'1•� T BEE h.,,'�," ••�_
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PROPOSED UTILITY STRUCTURE
2415 TAMARIND DRIVE
LEFT SIDE ELEVATION FORT PIERCE,FLORIDA
SCALE Ire=i REAR ELEVATION fire3n7
SCALE 118'=I' ®BECNTOL EN47NEERWO RR NOTED
AND 71F/ANGI,
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28 GA GALVANIZED METAL WALL PANELS FASTENED
TO POSTS WITH#12-14 x 3/4'8DF'eWITH CONTROL TL��aQ (^1� �
SEAL WASHER®MAXIMUM W O.C. ,,,��TT 3l YL
26GA GALVANZED METAL ROOF PANELS FASTENED
TO PURLINS WITH 012.14 a 714'SOF'a WITH CONTROL
A SEAL WASHER®AVERAGE W O.C.SPACING
T ]
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e 6 ] ] Tp FASTENED TORAFTERWIiH 1 e
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J J ] 4 J ]
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FRONT WALL POST/RAFTER FRAMING PLAN TYPICAL INTERIOR POST/RAFTER SECTION REAR WALL POST/RAFTER FRAMING PLAN
SCALE 118'-F SCALE:118'-V SCALE:V8'•P
1'18 GAUGEFUPRINGCHANNELFASTENEDTOFACH 1.1B GAUGE FURRING CHANNELFA97ENED
METER WITH 12)Nib1/J 3/4'SELF-0RILLING FASTENER SPACED TO EACH RAFTER WITH(2)N12-1/A L4'SELF-DRLUHG
1B-f0' NOT MORE TNANIB'O.G FASTENERSPACED NOTMORETHAN4WO.C.
28 GA METALROOFPANEL
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MmMum Mmft.
J I TS RAFTER J I
ROOF PANEL ATTACHMENT
To Scale
8'd' rL' B'
LEFT SIDE POSTIRAFTER FRAMING PLAN RIGHT SIDE POSTRRAFTER FRAMING PLAN
SCALE IM*-f SCALE:Ilr-V
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PROPOSED UTILITY STRUCTURE
2415 TAMARIND DRIVE
FORT PIERCE,FLORIDA
• eD3/n
®BECNTOL ENO/NEEMNO ow.1 aR NTS
AND TgTIN%O,a
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TS BOX SAVE RAFTED
MINIMUM 6'LONG TS NIPPLE
NPPLEtO Yls• SECURE NTH(4)012.14x3W
INSTALL IIZ x 6'EXPANSION ANCHOR W[E'R MINIMUM 6'LONGTS NIPPLE - SELF-DRILLING FASTENERS
THROUGH BASE RAIL WITHIN 6'OF EACH SECURE WITH(4)012-14x Y4'
RAFTER POST ALONG SIDES 49'16 GA U-CHANNEL BRACE SELF-DRILLING FASTENERS TS RAFTER POST(CORNER)
BRACE ANGLE SHALL BE MIN.45' WKETO YIS
r TO MAX.60'FROM HORIZONTAL BIaERA0. 1.1IY x 1-1N't 2'16GACUP
ANGLE,SECURETORAFTFA
-I�POSTANOB
EDMENT SASERAIL
MINIMUM 2.1M'EMB WITH 14)N124x Y4'SOFt
x' GW U DSMb TS RAFTERPOST
NIPPLETO Yi6'
BASERIL TS COMINUOUS BASE RAIL
MINIMUM 6'LONG TS NIPPLE
'i('';.• 1'2, //!� SECURE RAFTER AND POST
TO NIPPLE WITH(4)012.14x 34'
SELF-DRILLING FASTENERS TS CONTINUOUS BASE RAIL
•I
MONOLITHIC CONC.FOOTING(M PSI MN.) TSRAFTERPOST file copy
REINFORCED WITH 2 NnCONTINUOUS
BOX EAVE RAFTERICORNER POST RAFTER POST/
n CONCRETE MONO,SLAB BASE RAIL ANCHORAGE CONNECTION DETAIL BASE RAIL CONNECTION DETAIL 4 END POST/BASE RAIL CONNECTION DETAIL
Nol To6rde No1TOScslo Not To6celo - Not To Scale
TS TRUSSED RAFTER CHORD,
ORNON-STRUCTURALHEADER
TS POST
TS RAFTER
T x Y a Y 16 GA ANGLE CLIP
SECURE TO POSIANOTOP OF
TS END POST ORDOOFV HEADER.OR BOTTOM OF WINDOW
WWMWFRAMEPOST zt2'x2'16 GAANGLE CLIP RNIIGIRT WITH NI2.14x Y/'SDFs -
SECURE TO POST(EACH SIDE)AND
RAFTER CHORDIRAL NTH(4)912-14.34' H
TS NON STRUCTURAL HEADER, SDFS,(2)ON BOTTOM AND(2)ON SIDE
BASE RAIL,OR NNDOWRAIL Yxrx2'16 GA ANGLE CLIP
NOTE ATROLL-DPDOOROPENINGS, TS NONSTRUCTURAL SECURETOPOSTAND
POST SHOULDBE FWSHWITH RAIL HEADER RAFTER WITH NI2-14x 3W 2-10FOR 16GAUGEIICHANNELII.
END.CUP POST TO RAILONLYON SOF'e,20N TOP AND
SIDE OPPOSITE THE OPENING 2ON SIDE 14GAFRAMING FASTENED TO THE POST AND
RAFTED,WITH(2)p12.14 x34'
SELF-DRLUNGSCREWSAT
TS END POST EACH END(4 PER BRACE)
FORVETSWN owRAa(DRG PT BRACE SECTION
' FOP VERTICAL SITING OPTION)
WIT.Stab
POST TO NON-STRUCTURAL HEADER,BASE NON-STRUCTURAL HEADER OR WINDOW
RAIL,OR WINDOW RAIL CONNECTION DETAIL r._*� RAIL TO POST CONNECTION DETAIL END POST/RAFTER CONNECTION DETAIL
Not To Scale V Not To Scale J Not To Scale
TS POST 1 ._ - — \\ 5•p6N8f�''y�' ��.
P.•
SIDING BEHIND DOOR FRAME NOT
SHOWN FOR CLARITY OFDETAL sD.11xYP 60F
CHTOLENQIHE ERI NQ.TEBTINO,INC.
TSNON-STRUCTURAL WEB VENUE
FLORI 92T2o,
HEADER q� y QI=
W=
_ _ 012-14 x 3W SDF
---- —�'12'O.C.— -
I ANGLE LLIPS I CURTAIN 16 G0. B/
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ITYWsaI) j � \
f l ' INTERIOR EXTERIOR
JAMA OOORWRH '/,IIII
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' 0 PROPOSED UTILITY STRUCTURE
[TSPOST
ROLL-UP DOOR GUIDE TO POST 2415 TAMARIND DRIVE
I
CONNECTION DETAIL FORT PIERCE,FLORIDA
A 1 SECTION N.ITo Smie CURTAIN:26 GA.BeNaelwd steel bl0 6R311T
I A baked on epoxy prmer L polyester to
p Notia&la i p met ®BECHTOLENO/NEER/NO RR eN. NTS
I AND Tl41DN0.ea. °®TB " G17002
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' I—TS I SHEET 30FS