HomeMy WebLinkAboutEngineering USE 3/8'-16%1,1/4"Hb(MEAD BOLTS. USE 1/2'X 2.f/4'ME%NUT SLEEVE ANCHORS. , i FOR STEEL JAMB.USE F14 X 1'SELF-DRILLING FOR CONCRETE JAMB.USE;/2-X 2.1/4
O.;t (J, Q SCREWS AND FASTENED 6-FROM FLOOR AND EXPANSION BOLTS WITH 1.12"MINIMUM
7 ,,,/ SPACED AT 6'ON CENTER THEREAFTER, EMBEDMENT AND FASTENED e'FROM
_� FLOOR AND SPACED AT 24-ON
11�
._._._....__..._..._._.... -_._.._.__-_._._...__._._.._.i:......_.__..._.........__._._.____._______...._..._._...._.. J17 O CENTER THEREAFTER.-
._._..._._.__..._..._...._.__.__-__._____...__.__..... ......................_.__._.__.___._.__._._.____.___ :r_ nIi J
+� �12 GAUGE MINIMUM /
MICKNESS
HEAD STOP
• � CURTAIN
114•
26 GAUGE GALVANIZED STEEL.GALVANIZED ACCORDING TO �) MAX STEEL JAMB CONCRETE JAMB i
A.S.T.M.A653-G60 AND FINISHED WITH BAKED EPDXY 21''0•
PRIMER AND BAKED POLYESTER TOP COAT.(SEE NOTE 1.) �-
1/4'11) 3•RSW 10
0 1.911 16, ?• laid•
I 9/SL%
I II SLOT
2C p 2'K 2'K 3/16'
GUIDE INSERT TOGGLE LOCK STRUCTURAL STEEL ANGLE
DETAIL (SEE NOTE 2) HEAVY DUTY GWDE�UP
6.
/ .J1 .625'
R.312
INTERIOR ELEVATION SIDE ELEVATION 06 1.2s0�I cQ .500" 1w•
I }� 71e•
+s0• Y.2s0 1.0D0-
SLIDE BOLT LOCK BOTTOM BAR L 70• 4 -�
ALTERNATE - I .-200.' F•-1.J/e•�
DOOR CURTAIN& BOTTOM BAR 2.658" (21
BOTTOM ANGLE
SEAM 2-X2•x316" ATTACHMENT WINDLOCK CLIP GUIDE INSERT
DETAIL STRUCTURAL 1---20X 1.1/4' Wx1Ih Doslpn Wlndload Dmr
STEEL ANGLE (SEE NOTE 4.) (SEE NOTE 3.)
TRUSS HEAD
.1/4'FLAT WASHER t`\�' � � SCREW R PRs psl Nep ps1 Mold gape n �
59' '�,
�31/2" 5116'-18 HEX NUT � ALUMINUM Test DPor 16 35 JS 20J 0.017
.:`. �_._.._EXTRt15KON
Cdieratbn cetwlamm tar lasl door 1255 MOEver Industrial Drive L,
HEAD STOP I 1/4'-20 X 1.114• JkjW ACY`0rth.GA 30101
5/B' 3/6"RADIUS TYPICAL LIFT CUP ' TRUSS HEAD Cempanthro 1orLY4 DY ealaulstion
SCREW 2'x 2'x 3/16' C delamdm m4xirlwn asap"pr.4cun ASiA Phone:V70)974-2600/Fax:(770)974-1455
25' T SLIDE -STEEL STRUCTURAL Cerpo.vOaR Web Slte:www.Gstedoorcom
BOLT ANGLE M-D-
1/4'-20 HEX HD.NUT s LOCK Ska
Model 203 Windlock
1/4'LOCK WASHER 6x21 8 113.1 113.1 203 0.017
CORRUGATED SHEET Commercial Sheet Door
9.21 9 91.4 B1A 203 0.017
ONE LOCK LOCATED AT BOTTOM ASTRAGAL
EACH END OF CURTAIN. 10 x 21 10 16.0 76.0 203 0.017 TEST SIZE DESIGN PRESSURE TEST PRESSURE
11 x 2, 11 64.6 54.6 203 0,017 16'WIDE x 8'HIGH ±35.0 ±52.5
I CIE SUMMARY OF CATENARY FORCES MR ALTERNATIVE DOOR$ 12x21 12 559 55.8 200 0.017 MAXIMUM
52E 20'WIDE x 21'HIGH
�F11 COMPARERPORT TO OFIEOTE3TRWlMTEDIV2M4ABORATORIES 13x21 13 48.9 48A 203 0.017
REPORT I/D:C11A-125TY�DATED S/JJ/DI
NOTES: ROLLING SHEET DOOR SCALE.VARIES TEST LOCATION
1.STEEL FOR CORRUGATED SHEET ASTM-AS53 WITH A MINIMUM YIELIJ fax 21 to a3.J 43a 203 0.017
TEST DOOR:1e'WIDE x e'HIGH.DESIGN WTNDLOAD./-35A PSF TOLERANCES CERTIFIED TESTING LABORATORIES
STRENGTH OF 80 KSI AND TENSILE STRENGTH OF 82 KSI.(GRADE 80) STATIC AIR PRESSURE TEST CONDUCTED IN ACCORDANCE WITH ASTIR E330-02 15.2 1 15 38.8 38.8 203 0.017 FRACTION.:1/32 7252 NARCOOSEE ROAD
2.GUIDES ROLL FORMED(12)GAUGE(A 10--120")GALVANIZED STEEL it 16 x 21 to 35.0 3s.0 203 0.017 x=:.D32 ORLANDO,FL 32872
3.GUIDE INSERT FORMED(12)GAUGE GALVANIZED STEEL I DESIGN WIND FORCES ARE THAN THOSE
TO CALCULATED
PRODUCE FOR TH tY FORCES AT
THE GUIDES EQUAL TO OR LESS THAN THOSE ULCIAATEO FOR THE TEST DOOR. .X%=x.015
4.(10)GAUGE GALVANIZED STEEL WINDLOCK CLIP FASTENED t7 x 2t 17 3t.8 31.8 203 O.Ot7 JIXx=-005 s m 5 CTLREFERENCE
WITH TWO 3/16"X.440"POP RIVETS ON FOUR CORRUGATIONS THIS INDICATES THAT THE CURTAIN.WIN DRAWN RY.JCF VA
DLOGKS.WINDLOCK CONNECTIONS, 18 x 21 18 29.1 29.1 203 0.017 EVALUATION
TEST REPORTLUATON REPORT NE.R.OT-0005
PER SIDE OF EACH SHEET. GUIDE ANGLES.AND JAMB ANCHORAGES WILL ALL BE STRESSED TO
APPRO)IIMATELY THE SAME AS THOSE IN THE TEST DOOR,PRONGED THAT 18 x 21 19 26.7 26.7 203 0.017 ISSUE: 9-2-0
REVISED:8-2-09
THE DOOP.S CONSTRUCTED THE SAME FOR ALL OPENING WIDTHS.
20.21 20 249 7.d.6 703 0.017 1X)NOT SGLE ORAWINO DRAW WO F601-1-2G1 SHEET t OF 1
I IU ICUIli Ira
PROVED PRODUCTS LIST' CUPANCYGROUP. U
L
GENERAL NOTES: CONSTRUCTION TYPE: B-B
APPROVAL 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE,INCLUDING MAIN WINO FORCE RESISTING SYSTEM, RISKCATEGORY: I
PRODUCT CATEGORY SUBCATEGORY MANUFACTURER COMPONENTS AND CLADDING,AND BASE RAIL ANCHORAGE.OTHER DESIGN ISSUES,INCLUDING BUT NOT BUILDING ENCLOSURE TYPE ENCLOSED'
No.81DATE LIMITED TO PLUMBING.ELECTRICAL,INGRESS/EGRESS,PROPERTY SET-BACKS,OR OTHER LOCAL ZONING
REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
WINO EXPOSURE CATEGORY: C
STRUCTURAL COMPONENTS ROOFOECK CAROLINA CARPORTS,INC. FL20717.1 2. THESE STRUCTURES ARE DESIGNED AS NON-HABITABLE UTILITY/STORAGE BUILDINGS(RISK CATEGORY I) ULTIMATE WIND SPEED(MPH): 160.
CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS.
26 Gauge AG Panel 10/13/16 IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN,INCLUDING DOORS,WINDOWS,OR OTHER NOMINAL DESIGN WIND SPEED(MPH): 116
COMPONENTS NOT LISTED IN THE FRO APPROVED PRODUCTS LIST(THIS SHEET),AND NOT PROVIDED AND
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS,INC. FL20727.1 INSTALLED BY CAROLINA CARPORTS,INC.,WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE MEAN ROOF HEIGHT(FEE4 10.33
28 Gauge Panel 10/13116 AT THE OWNER'S RISK.BECHTOL ENGINEERING AND TESTING,INC.,SHALL NOT BE RESPONSIBLE FOR
g STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. ROOF ANGLE(DEGREES): 14.0
EXTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. FL8868.1 3. ALA.STEEL TUBING SHALLBE 60 KSI GALVANIZED STEEL.ALL FASTENERS SHALL BE GALVANIZED OR DESIGN PRESSURES(PSF):
• Model 203 05/31/15 STAINLESS STEEL
4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 012-14 xWtl•SELF DRILLING FASTENERS WITH ROOF: •31.8
CONTROL SEAL WASHER B 8.O.C.AVERAGE.
WALLS: -28.8
fi. ALL FIELD FRAMING CONNECTIONS SHALL BE 812-14x 3!4•SELF DRILLING SCREWS WITHOUT CONTROL ROLL-UP DOOR: -28.0
SEAL WASHER.ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
8. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 25DO PSI AT 28 DAYS.THE REINFORCING
THE:SEPLAfJSAND ALL PPtOPOSFIJWDRi� STEEL SHALL BE MINIMUM GRADE 40.CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH SX&W1
0.4XW1 0.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A IRS,OR WITH SYNTHETIC FIBER /
REINFORCEMENT COMPLYING WITH C1116. J OCT 0 ZU17
ARESIBINTit), C��?�IfCI'!C/iwS f�
r , T CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1262,OR SLEEVE ANCHOR MODEL
RECWRFi)r!,y NEL0 m*1'f C f0r, FIAT HSA 1260.OR EQUIVALENL '
MAY BE NECES9A1Y IN 00M 10 8. POST/RAFTER BRACING:BRACE ON EVERY POSTIRAFTER CONNECTION,EXCEPT FOR END WALLS.
Gojjjp;;Y WIV 4 A."MAWCOCF3, 8- SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR
RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014)(FBC FE 2014)-
RESIDENTIAL,AND SECTION 1816.1 OF THE FRO FE 2014-BUILDING.
NOTE:
14 GA FRAMING IS 2-1/2'x 2-112'TUBE STEEL(TS).
ROLL-UP DOOR NIPPLES ARE 2-1/4'x 2-114'TS FOR 14 GA FRAMING.
� �: •70 J0 b METAL FRAMING AND SIDING PREFABRICATED BY
ST.LUCIE COUNTY CAROLINA CARPORTS,INC.
BUILDING DIVISION P.O.BOX 1263
- — j (I-, tc:e:;E.D DOBSON,NORTH CAROLINA 27017
_ ! FOR C061CLE!
nsvi""YED L'Y
- I T THIS IS CA IONS HEREIN
AVEHE BEEN LATIONS PREPARED BY
�- — SPECIFICATIONS HEREIN HAVE BEEN PREPARED BVTHE
---— I PI_'.NG AND P RMIT UNDERSIGNED PROFESSIONAL ENGINEER,AND ARE IN
I hiUc.•i 5EK PT ON JOB OR ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609
NO!NSACG:TION`.VILE Pr MADE OF THE FLORIDA BUILDING CODE,FIFTH EDITION(2014). -
FRONT ELEVATION ��- °^-^' --------'--- - REAR ELEVATION THEPLANS ARE VALID UNTIL THE NEXT REVISION OF THE
FLORIDA BUILDING CODE
SCALE:1/8-V SCALE:118-V
- 111�• hL.GL!I'hvILII'i:IfS�''�iFilA�flfli'GN�S BECHTOLENOINEERILI� 9 ,INC.'��
605WESTNEWYORKAVE 1`efEE
AI?I:Thh 11bil(mv,1181Ln OF 1 . C.M.1-1 EBDA 32Tw� Z 140.3853Lu
tit
Inu e.d,a i •• STATE OP.��
. Fatld.Llnn..N.36595 '
10NP�-
Inl,nlwf` -
PROPOSED I Y LI T
FILELam+ IN 1 55F T PIER N- `
Fib a�.Tl SIDE ELEVATION FORT PIERCE,FLORIDA
- ..�•� SCALE`.118-V BYt7I17
®BECHTOL ENO/NEERWO >-• RR NTS
AND TMN0•bw.
°O TB "' G77001
' '"'�'�TB SHEE110F3
28 GA.GALVANIZED METAL WALL PANELS FASTENED
TO POSTS WITH#12.14 x 3/4'SDF.WITH CONTROL
TAIL WASHER®MAXIMUM 8'O.C.
28 GA.GALVANIZED METAL ROOF PANELS FASTENED
TO PURLINS WITH#12.14 x 3/4•SDF%WITH CONTROL
SEAL WASHER®AVERAGE 8-OrEACH
C SPACING
3 12 ]
3
MexMum
e 4NEL BRACE
TER WITH
8' BRACE) 4
M1 J a 4 1
3 J 9 ] J ] J
4' 18'
FRONT WALL POST/RAFTER FRAMING PLAN TYPICAL INTERIOR POST/RAFTER SECTION REAR WALL POST/RAFTER FRAMING PLAN
SCALE:1/8'-I' SCALE:1/8--1' SCALE:1/8'-V
1-1/2.18 GAUGE FURRING CHANNEL FASTENED 1-1/2'18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH(2/N12-14 x 34'SELF-DRIWNO TO EACH RAFTER WITH(2)#12.14 x 374'SELFARIWNO
FASTENER SPACED NOT MORE THAN 48'O.C. FASTENER SPACED NOT MORE THAN 48'O.C.
28 GA.METAL ROOF PANEL
TS RAFTER
S J
J '
ROOF PANEL ATTACHMENT Mexlmum
Not To Scale
2D
SIDE POST/RAFTER FRAMING PLAN
SCALE:11W-I' .
\J,H Be
P..•'�ENSE •.�
BECHTOL ENGN0 AND TE�igJO,19C.
BDBWESTNEWYO A E NO• _
DISLAND,FLORIDA y
C.MCOA dAuj
onN' T
'J OF _
omax �: Q PLOR\�•'• \
FbAtlx LImnwlonw No,9M838 i �( '
1110
I1\COPY
\
�.
PROPOSED UTILITY STRUCTURE
5551 SOUTHWIND TRAIL
FORT PIERCE,FLORIDA
9127117
AVBECHTOL ENGINEERING RR a° NTS
AND TERUN4 Na
°®TB ' 1317801
'•"°'m TB SHEET 20F3
,I
INST .2'x MINIMUM 5•12'EXPANSION ANCHOR
' THROUGH BASE RAIL WITHIN W OF EACH
RAFTERIBOW POSTS ALONG SIDES OR INSIDE 4B'1B GA U-CHANNEL BRACE 6'LONG TS NIPPLE
EVERY OTHER END WALL POSTALONG END BRAC'18GLESHALLBE B 4E SECURE POST TO NIPPLE
WALL SECTIONS TO MAX.so-FROM HORIZONTAL WITH(4)N12.14 x 14'SOFe
4'MINIMUM 2'MINIMUM NIPPLE TO 11B• TS TRUSSED RAFTER CHORD,
RAFTER OR NON-STRUCTURAL HEADER
TS END POST OR DOORI
2-12'EMBEDMENT TS RAFTER TS RAFTER POST WINDOWFRAMEPOST 2'x2'x2'16 GA ANGLE CLIP
SECURE TO POST(EACH SIDE)
NIPPLETO 118• TS BASE/WINDOW PAIL OR AND RAFTER CHORDIRAIL WITH
BASE RAIL NON-STRUCTURAL HEADER (4)114'xl'SDP..(2)ON TOP OR
IMINIMUM
TS CONTINUOUS BASE RAIL BOTTOM,(2)ON SIDE
B'LONGTSNIPPLE
SECURE POST TO NIPPLE WITH NOTE:AT ROLL-UP DOOR
OPENINGS,POST SHOULD•
12' (4)N12.14 z 14'SOF's BE FLUSH WITH RAIL ENO.
CLIP POST TO RAIL ONLY ON
ONOLITHIC CONC.FOOTING(21210 PSI MIND TS RAFTER POST SIDE OPPOSITE THE OPENING.
REINFORCED WITH 2 NB.CONTINUOUS
POST/BASE RAIL CONN.DETAIL POST TO RAIL,TRUSS CHORD,OR
CONCRETE BASE RAIL ANCHORAGE_ z BOX EAVE RAFTER/POST DETAIL NetTaso.b 4 NON-STRUCTURAL HEADER CONN.DETAIL
NNTo Scot Not To Sal. Nm To Scab
TS POST
2'x 2'x 2'18 GA ANGLE CLIP ,
SECURE TO POST AND TOP OF
TS RAFTEL
(2)HEADER,OR BOTTOM OF WINDOW
RAILIGIRTWITH(4)N12-14x14'SOP. 7
ON TOP OR BOTTOM,(2)ON SIDE I
2'x2'x2'1B GAANGLE CLIP
SECURETO POSTAND GAF FOR
'x1.12'z2'iBGACUP TS NON-STRUCTURAL RAFTER WITH(4)N12-14 x 14' 14 GA FRAMINGLESECURETO HEADER SDFs,(2)ON BOTTOM,
TAND BASERAIL (2)ON SIDE
H(4)N12-14 x 314'SOPS. ORN TOP,(2)ON SIDE 2'x4'1B ON
PLATE
SECURE TO EACH SIDE OF 1B GAUGE U.CHANNEL BRACE
TS WINDOW RAIL(OR GIRT TS END POST POSTA7AFTER CONNECTION
FOR VERTICAL SIDING OPTION) WITH(4)N12-14 x 144 SDF§, FASTENED TO THE POST AND
(2)ON POST,(2)ON RAFTER RAFTER WITH(2)N12.14 x 314'SDFS
AT EACH END(4 PER BRACE)
TS CONTINUOUS BASE RAIL NON-STRUCTURAL HEADER,WINDOW BRACE SECTION
END POST/BASE RAIL CONN. RAIL,OR GIRT TO POST CONN.DETAIL RAFTER CONN.DETAIL Not To
To 6c
5 Nol To Scale s Not To Stela .� Not To ScaleEND POST/ -
I
\\I11111111/���
} TS POST
N12-14 z314'SOF TS NONSTRUCTURAL 605 TC FL. ro ,•8� ,I e
®12•O.C. HEADER o. t.of No .33535 •'.•'(
N72-14x14'SDF LLI
r ____________ 012'D.C.' /
7�• CURTAIN 18 GA IOf
mom.. STP
.10
Fbd4 Llanw
SWINGINO DOOR I N '//�F$•, ,••���`\
�. INTERIOR EYTFRIDR / •�IFCOPY(Size
vnd......Plan)
O PROP OS D Gr[7Y•STR T E
ROLL UP DOOR GUIDE TO POST Ts POST 5551 SOUTHWIND TRAIL
CONNECTION DETAIL , FORT PIERCE,FLORIDA
Not To Scale CURTAIN:28 GA.galvanized steel with j j A I A SECTION ��II 9127117
baked on epoxy primer 8 polyester lop coal. i i Nol To Bale BECHTOL ENO/NEERWO ^ RR NTS
I I AND 708RNO,en
TB G17001
.o wTvw emu mm
-TB 1 9HEET30F3
FBC APPROVED PRODUCTS LIST
METAL CARPORT INSTALLATION PLANS AND DETAILS
APPROVAL MAXIMUM AND
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No.&DATE ALLOWABLE FRAMING AND FASTENER SPECIFICATIONS
WIND SPEED
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS,INC. FL20717.1 180 FOR CONSTRUCTION IN THE
26 Gauge AG Panel 10/13/16, STATE OF FLORIDA
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS;INC. FL20727.1 180 PREPARED FOR:
26 Gauge AG Panel 10/13/16
CAROLINA CARPORTS,INC.
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 139 P.O.BOX 1263,
1 Bodo'
02-14 09/07/15 DOBSON,NORTH CAROLINA 27017
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5 170 PREPARED BY:
Sedes'407 09I07H5 BECHTOL ENGINEERING AND TESTING,INC.
EXTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. FL8888.1 180 - 605 WEST NEW YORK AVENUE
Model 203 05/31/15 DELAND,FLORIDA 32720
Certificate of Authorization No.00005492
WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY,INC. FL12940.2 - 139
Model 100 VS 01/08/16
WINDOWS SINGLEHUNG MI WINDOWS AND DOORS FL17499.1 180
Model 185 SH 08/05/16 GROUND ANCHOR SCHEDULE
TABLE 1 ULTIMATE WIND SPEED(mph)
RAFTER FRAME,END POST,GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS 110 120 130 140 150 160 170 180
12
AVERAGE FASTENER SPACING 14EDetallIC
ON-CENTERS ALONG RAFTERS OR g, 18MAXIMUM PURLINS,AND POSTS OR GIRTS 16
WIND ULTIMATE NOMINAL POST I RAFTER (INCHES) a 20hor
RISK EXPOSURE WIND SPEED WIND SPEED. SPACINGINTERIOR END 22
CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTSIRAFTERS z 24
260''TO`150 89 TO 116 5.0 6 6m 28Bo AnchoF
C151 TO 180 117 TO 139 4.0 6 6 30 ..'ell 11C�
THIS IS TO CERTIFY THAT THE CALCULATIONS AND
NOTES: 1.Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing,or 18 gauge hat DETAILS 1C AND 1D SHOWN ON SHEET 4 OF 5. SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY
channel roof pudlns. THE UNDERSIGNED PROFESSIONAL ENGINEER AND
ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
2.Specifications applicable only for mean roof height of 20 feet or less,and roof slopes of 7'to 27'(1.5:12 to 6:12 pitch).Spacing SECTION 1609 OF THE FLORIDA BUILDING CODE,
requirements for other roof heights and/or slopes may very. _ FIFTH EDITION(2014).THE PLANS ARE VALID UNTIL
THE NEXT REVISION OF THE FLORIDA BUILDING
GENERAL NOTES: CODE
1. THESE
ELECTRICAL,,INGRESS/EG PERTAIN RESS,PROPERTY SET-BACKS,OR OTY TO THE STRUCTURE,INCLUDING HER OIN IND CAL ZONING REQUIREMENTS ARE THERESPONSIBILITY E RESISTING SYSTEM,COMPONENTS AND CLADDING.
OTHERS.
RAIL ANCHORAGE.OTHER DESIGN ISSUER,INCLUDING BUT NOT LIMITED TO PLUMBING, \\\\\\IIIIIIIIIon .10
2. THESE STRUCTURES ARE DESIGNED AS UTILITYISTORAGE BUILDINGS(RISK CATEGORY I)CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE WE AND WIND LOADS.IMPROVEMENTS NOT SPECIFICALLY BEECCHO
ADDRESSED HEREIN,WHICH EXERTADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK BECHTOL ENGINEERING AND TESTING, SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO 6DELAND,05WES FI.aRI ton
THE APPLICATION OF ADDITIONAL LOADS. UtlSubo N
3. ALL STEEL TUBING SHALLBE 60 KSI GALVANIZED STEEL.ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. I T
4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 012-14 x 3/4'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER®6'O.C.AVERAGE. 8i
FbW.Lb O'
5. ALL FIELD FRAMING CONNECTIONS SHALL BE 412-14.3/4'SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER.ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 26 DAYS.THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
T. BASE RAIL CONCRETEOOTIING ANCHOR D/OR CONCIREMENTS: ONE WITHIN WOF EVERY POST AND ONE ETE SLAB CONSTRUCTION,EXCEPTAS SHOWN ON ETAILt WOF 1E,3 SHEET 4 OF 6,WHRERY POST TION.AND BOTH BASE RAIL IS FLUSHDES OF OPENINGS WHERE WITH EDGE OF SLABS EGROUND L IS.ABSENT.GROUND ANCHORS ANCHOR SCHEDULE(THIS SHEET)FOR SPE NOT ECIFIC
/,�//��iO1Vr
GROUND ANCHOR REQUIREMENTS. -
B. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA 1260,OR EQUIVALENT. CARO jV4C.
B• POST/RAFTER BRACING:BRACE ON EVERY POST/RAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS.
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014)(FBC FE 2014)-RESIDENTIAL,AND SECTION ' RR 6=111 -
1810.1 OF THE FBC FE 2014-BUILDING. ®BECHTOL ENGINEERING r" '� NTS
11. M GAFRAMING IS2.1/2'x2- ANa 7ED1INa,Na
1l2'TUBE STEEL(T9).NIPPLES ARE 2.1/4'x 2.1/4'12 GA TS FOR 14 GA FRAMING.12 GA FRAMING IS Y-1/4'x 2.1/4'T9.NIPPLES ARE 2'x 2'12 GA TS FOR 12 OA F-RAMID. �y ,x �,y�„�y� "'To S 017001
""O'®TB SHEET 1 OF 6
I
r
BOW FRAME RAFTER OPEN CARPORT-HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING-HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING-HORIZONTAL ROOF
ROLL-UP DOOR SWINGING DOOR ROLL-UPOOOR SWINGINGDOOR
(Aa-ppdubf-) (A-eppdubla) (Ae eppllpebl-) (A-appdu6le7 7
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOTTOSCALE NOT TO SCALE - Y' NOTTOSCALE NOTTOSCALE T NOT TO,SCALE NOTTO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT-HORIZONTAL ROOF BOX EAVE FRAME,RAFTER ENCLOSED BLDG=HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG-HORIZONTAL°ROOF
ROLL-UP DOOR SWINGING DOOR ROLL-UP DOOR SWINGING DOOR
(As eppdubla) (Am appdnbla) (As eppduN-) (Ao epp0u61e)
7- 7
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOTTO SCALE NOTTOSCALE NOTTOSCALE NOT TO SCALE NOTTOSCALE --
NOT TO NOTTO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT-VERTICAL ROOF A OX,EAVE FRAME RAFTER ENCLOSED BLDG-VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG-VERTICAL ROOF
ROLL-UP DOOR SWINGING DOOR ROLL-UP DOOR SWINGINGOOOR
(A-epplluble) (A-eppdubla) (Aupppllubla) (AcapplluGa)
f Pr _
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TY,PICAL'SIDE'EL'EVATION'i'-- TYPICAL END ELEVATION: ,F' TYPICA66IDE ELEVATION TYPICAL END ELEVATION
NOTTOSCALE NOT TO SCALE NOTTOSCALE - NOT TO SCALE -'- "'
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