730 Bonita Rd plans garage 2013 TALLATION PLANS AND DETAILS
METAL CARPORT IN
AND
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milinu..
FRAMING AND FASTENER SPECIFICATIONS
7W
TABLE I
FOR CONSTRUCTION IN'THE
BOK11RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENE. SPACING
SPECIFICATIONS
STAT E OF FLOR
AVERAGE FASTENER SPACING
ON-CENTERS ALONG RAFTERS OR PREPARED FOR:
PURLINS,AND POSTS CAROLINA CARPORTS,INC.
MAXIMUM (INCHES) P.O.BOX 1263
ULTIMATE BOW AND END DOBSON,NORTH CAROLINA 27017 - -------
WIND t
POST SPACING
WIND SPEED INTERIOR
RISK EXPOSURE
END BOWS PREPARED BY:
k,
(MPH) (F BOWS
CATEGORY D TESTING,INC.
CATEGORY BECHTOL ENGINEERING AN
EST NEW YORK AVENU
F! 605 W z
6
115 TO 150 5.0 6
DELAND,FLORIDA 32720
B, C,, or D Ir I
or Certificate of Authorization No.00005492
6
151 TO 180 4.0
bolw frames.
etal panels fastened directly to 14'or 14 gauge steel tube
NOTES: 1. Specifications applicable to 26 gauge m
-14XI"self-drilling screws with control seal washer.
2. Fasteners consist of 1/4"
3. Specifications applicable only for mean roof height of 20 feet or less,and roof slopes of 14'(3:12 pitch). Spacing
0 requirements for other roof heights and/or slopes may vary.
4. Ground anchor requirements are 1 @ each corner and one every other interior bow/rafter post location,at a
Z
maximum of'10'D.C.,and both sides of openings where base rail is absent.
C%
WINDOW AND DOOR NOTE
Ground anchors are not required with concrete sla 0
5. b construction.
Z
D BY AN APPROVED INDEPENDENT
INDOWS AND GLASS DOORS SHALL BE TESTE
EXTERIOR W
VED LABEL C) IZ
TESTING LABORATORY.AND BEAR AN AAMA OR WDMA OR OTHER APPRO
AND APPROVED
HE MANUFACTURER, PERFORMANCE CHARACTERISTICS
IDENTIFYING T
PLIANCE WITH THE REQUIREMENTS OF THE
FOLLOWING SPECIFICATION:
APPROVED PRODUCTS LIST
IS22/97
DA 101/
ANSI/AAMA/N
30,STANDARD TEST
IN ACCORDANCE WITH ASTM E 3
APPROVAL E CONSTRUCTION SHALL BE TEST
R STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS,CURTAIN WALLS,AND
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER METHODS FO
No. & DATE DOORS BY UNIFORM STATIC AIR PRESSURE.
H
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS,INC. FL6596-Rl
26 Gauge AG Panel 10/14/08
-RI
STRUCTURAL WALL CAROLINA CARPORTS,INC. FL6702
STRUCTURAL COMPONENTS
Vi 10/14/08 THIS IS TO CERTIFY THAT THE CALCUILATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREP
26 Gauge AG Panel H THE REQUIRE F
NED PROFESSIONAL ENGINEER,AND ARE IN ACCORDANCE WIT
THE UNDERSIG
UNTIL THE NEXT R
SWINGING ELIXIR INDUSTRIES GA.
FL1722-R3
EXTERIOR DOORS SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE. THE PLANS ARE VALI
Model 402-14 10i13/09
OF THE FLORIDA BUILDING CODE.
EXTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. FL8888-R2
12/09/09 NG,INC.
Model 203 BEC I
w NUE
4
SINGLE HUNG PHILLIP P
WINDOWS
10/11/06
a
LIANCE r=_ 1
CODE COI\ip
j N ON JOB
'j -Tho7i% ech I,
-EP THIS PI A
PILAN REVIEW Will' 1� 385
... Florl Wns 3
0� PERMI I
Aii 4%
NI G
GENERAL NOTES:
iv, FL
r
buildirg Ins
1 ALL STEEL TUBING SHALL.BE 50 KSI STEEL.
FASTEN METAL ROOF AND WALL PANELS Tn FRAMING WITH 1/4"x 1"SELF DRILLING FASTENERS WIT H CONTROL SEAL `��gna.uf
—Ex—aminer
WASHER @ 6"D.C.AVERAGE. (SEE TABLE I FOR FASTENER SPACING SPECIFICATIONS)
License Nu CAROLINA CARPORTS� INC.
ALL FiE!0 CONNECTIONS SHALL BE 114"x I"SELF DRILLING SCREWS.
03-1l3-12
T
4 ALL SH DID CONNECTIONS SHALL BE WELDED.
BECHTOL ENGINEERING NT,'�
T W� AND TESTING,Inc.
Jp Of,,7
SHEET &4-4
TVM
LENGTH VARIES
_PF
26 GA.GN-VANIZEDMETAL ROOF PANELS AND SPACING OF BOWS
WJTH.:.ON'fRO'_S-_�L V,;ASHER ----- - __H LP-7
_7
ISEE r_;�FASTENER SPACING)—,
_7L
F_�2_
13
BOX EAVE OPTION I
26 GA '�A
TIC) 'y
NAL
C"TYP'_ 26 GA.l R-PANEL ROOFING
SIDE EXTENSION L-24-16 GA U-CHANNEL BRACE SIDE OR ENll
FA TENE �O EACH BOW FRAME PANELS-
S 1)
WITH 114*X "SDFS
.-El OR
SWINGING DOOR
OPENING FOR Rol OR SWINGIN
DOORWIT STRUCTURAL HEADER ......... BETWEENP05TS .........
MAXIMUM CLEAR SPAN 1^-V"
SEE TABLE 1 SEE TABLE I SEE TABLE 1 SEE TABLE 1
5'-D"T 14'-O'�LEG HEIGHT SHEET I OF 4 SHEET I l 0 SHEET 1 OF 4 SHEET 1 OF 4
F
--FINISH GRAUL 6"
0 6
MONOLITHIC SLAB FOUNDATION OR TOP F
CONCRETE
wl -7
Tf-E
CONTINUOUS CONCRETE
H 1-F,''Im,'tL=
SLAB �7- L
(OPEN CARPORTS ONLY)
__71E DOWN ENUINEERING, 30- LONG WITH
3l MAX,BOW SPAl -/8- ROD AND DDL 4- HELl EYE ANCHOR
(SEE DETAIL 3. SHEET 3 OF 4)
ANC ORS HOT R
ANCHORS NOT REQUIRED NTH -:��UND ANCHORS @ EACH END EQUIl
CON RETESLABCONSTRUCTION BOW POST AND EVERY OTHER CON FETE SLAB CONST
(SEE DETAP,1 OR 2.SHEET 3 OF 4) ISE F'DETAiL OR 2,SHET 3 t�l
TYPICAL BOW SECTION SIDC:ELEVATION INTERIOR BOW POST LOCATION SIDE OPENINGS
ANCHORS NOT REQUIRED WITH
(SEE DE IAIL 3.SHEET 3 OF 4'
Not To Scale CONCRETE SLAB CONSTRU TION No:T�L I. Not 1.Scale
(SEE DETAIL 1 OR 2,SHEET 3 OF 4)
gig
26 GA.GALVANIZED METAL ROOF PANELS
51 FA TENED TO RAFTERIB W FRAME WITH
1�'DF'S WITH CONMROLOSEAL WASHER.
(SEE TABLE 1 FOR FASTENER SPACING)
12
— -—--------------J3 ---SEE TABLE 1.SH
-0___' 5
45' .0 -----SEE TABLE 1,SHEET I OF 4
5 _U MAX MAX MAX IX MAX MAX MAX
M MAX MAX MAX MAX TS HEADER
4 —26 GA.G IN
I I, 'A
7 METAL
r4
�-Wl ALL WES //�5 I
CONNECTIONS
\-6-WELD ALL SIDES BUILDINr' 26 GA GALVANIZED METAL SIDE PANELS
BOTH SIDES 4-4 11 1 SECURE WALL PANF LS TO RAFTER/BOW AND
li, END POST WITH 111',1"SELI-DRILLING
REVIEX'ED FOR. SCREWS W/CONTROL SEAL WASHER
-TSENDWALLPOS_F___—
C
(SEE TABLE 1 FOR FASTENER SPACING)
CODE CCOMPLLAIN'li
BOX EAVE OPTION OPENING FOR ROLL-UP OR F WINGING
KEEP THIS P"AIN ON JOR LHEADER
SIDE EXTENSION
NDWALL TS POST -26 GA.GALVANIZED
I SH GRADE 'n METAL SIDE PANELS
NI
MONOLITHIC SLAB FOUNDATION OR TOP OF
CONCRETE
4
D A-4 ;-----GROUND ANCHORS @ EACH END
13U�Iding V,ec,.O."I
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY) -GROUND POST @ END BOW POST AND EVERY OTHER
POST I OCATIONS
(SEE SHEEI 3) 6
END POST LOCATION
4 4
(SEE DETAIL 3 ON SHEET 3 OF 4)
Examiner -,.,on Ure ANCHORS NOT REQUIRE WITH
0'-D"MAX.BOW SPAN-— ANCHORS NOT REQUIRED WITH CONCRETE LAS CONST U
Ucense M) AG
CONCRETE SL CONSTRUCTION. (SEE DETAIL I OR 2,SHEET 3 OF 4)
END WALL OPP (SEE
DETAIL 1 Ae END WALL SECTION
TRUSSED BOW SECTION Not To Scale NOTE:
Not O'N. G
NCHORS NOT REQUIRED WITH
OR Iss
Not To Scale ON ETE SLAB CONSTRUCTION. 14 GA FRAM:l 2-Irt Xx 2-1/2 TUBE STEEL.
PLAn REVIEW "D 1 1
(SEE DETAIL I OR 2,SHEET 3 OF 4) -
RELIEVE .2 GA FRAM NG S 2 14" 2 14 TUBE STEEL.
IIT30ES 1�1 NIPPLES ARE 2-1l 2-1/4'12 GA T.S.FOR 14 GA FRAMING.
I NIPPLES ARE 2"x 2'12 GAT.S.FOR 12 GA FRAMING.
26 GA.GALVANIZED METAL ROOF PANELS
l 26 GA.GAL VANIZED METAL ROOF PANELS
C, IN C T Q 9 FASTENED TO RAFTESUBOW FRAME WITH
Vll"x i'SDl WITH CONTROL SEAL WASHER
FASTENEr TO RAFITFUBOW FFl WITH t
I (SEE TABLE FOR FASTENER SPACING)
IN".1"SDFS VOTH CONTROL SEAL WASHER V_
T1 0
0" BE H
(SEE TABLE I FOR FASTENER SPACIl
0- -5'-0'- --SEE TABLE 1.SHEET NG,INC.
1 Ol
MAX AX MAX MAX MAX 605
M $
DEL 20
29 OR 26 GA.GALVANIZED ke
3
METAL ROOF PANELS
BOX EAVE OPTION
_4 , " j 3
4
BOX EAVE OPTION
Tho INCA P.E.
Flor 5
dpVl 3b
MONOLITHIC SLAB FOUNDATION N
V�
MONOLITHIC SLAB FOUNDATION 15
MONOLITHIC:SLAB FOUNDATION 3 MONOLITHIC SLAB FOUNDATION K�N 2
CONTINUOUS CONCRETE SLAB CONTINUOUS CONCRETE SLAB
\,_4 )\ \ , 3 (OPEN CARPORTS ONLY)
2 2 CONI INUOUS CONCRETE SLAB ONLY)
CONTINUOUS C
(OPEN CARPORTS OW Y)
ONCRETE SLAB 3 '10
(OPEN CARPORTS ONLY)
--14'-0"MAX.SPAW
ANCHORS Nor REQUIRED ff.7H
14'-1 MAX,SPAN------ l MAX.BOW SPAN CONCRETE SLAB CONSTRUCTION.
17N
SEE DETAIL I OR 2 SHEET 3 OF 4)
ANCHORS NOI REQUI ED WrH 30"WITH CAROLINA CARPORTS, INC.
CONR DBL
CONCREI F Sl STFl 0'EACH BOW WITH EXTENSION!;
SrEDETAII")R2rSHEl l DETAIL 3.SHEET 3 OF 4)
j
2
zlmll'ff"_7
03-16-12
AN-TC
N ! TYPRCAL SIDE EXTENTION SECTION GABLED OPEN END WALL SECTION TYR!-Al. FREESTANDING LF BECHTOL ENGh"IlIFERING RR NTS
J,
06 1 5
TO Scnif-
Not To Scale Not To Scale
G GEOTERl
SHEET 2 OF 4
INSTALL 1/2'x 6"EXPANSION ANCHOR
111/2"x 6'EXIPANSION ANCHOR 24'16 GA U-CHANNE' BRACE(5'TO TPOST�
THROUGH BASE RAIL WITHIN 6"OF EACH -HArINEL BRA -TO
CE(8
Ti BASE RAIL W'ITHIN 10;:FACH 4P"16 GA U-_
it, TS BOW RAFTER
BOW ALONG SIDES OR INSIDE EVER1.'
BOW ALONG SIDES N
I OTE: BRACE NUT REQUIRED IF END ENi
i END WALL POST ALONG END
VIALL SECTIONS NO SCREWS
N:P-LE TO 3/16'1,
REQUIRED
RAFT ER
M IN BOW BEND Y
2"MINIMU
24"16 GA U-CHANNEL BRArP_WTO TPOST)
48'16 GA U-CHANNEL BRACE:(B'TO14POST)
—MINIMUM 21
-1/4"EMei NOTE: BRACE NOT REQUIRED IF END ENCLOSED
'MUM 2-114"EMBEDMENT
M INI
—6'LuNG LE
6"LONG TS 12 GA NI'PLE
12"
12'_
J;'p 3" NIPPLE WITH 4 1/4"x I
-DRILLING FASTENERS
SELF r
3"
j 45- SECURE BOW AND POST TO SECURE 0 Ir Li VVI I I'll
IMUM 4"
4 1,4"x 1"S
—IS RAFTER POST
'v,
CONTINUOUS 4-CONCRETE:PAVEMENT
-MONOLITHIC CONC.FOOTING(2500 PSI MIN.) --TS BOW POST
REINFORCED WITH 2 11 CONTINUOUS
BOX EAVE RAF
CONCRETE BASE RAIL ANCHORAGE
CONCRETE BASE RAIL ANCHORAGE BOW/CORNER POST DETAIL
q C__O�RNER POST
Not To Scale (OPTIONAL) _S ONi
Not To Scble (OPTIONAL 6 'I�ER
OPEN CARPDR T 14
Not To S11T1 Not To Scale
!j
Ali
DRILL 5/8"HOLE THROUGH THE
V
7---S6"LONG TS 12 GA NIPPLE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/22"DIAMETER
SECURE WITH 4 1/4"x 11"SDF's THROUGH-BOLT—\ 2"WASHERS NIPPLETO\ 3/16"_�_ 6"LONG TS 12 GA NIPPLE
—TS CONT.BASE RAII
TOP OF ASPHALT PAVEMENT 12"LONG TS 12 GA NIPPLE.
OR STABLE GROUND SURFACE- -1 f2j"x 6 GA CLIP
SECURE POST TO NIPPLE
N�_-TS BOW/RAFTER POST WITH 4 114'x1"SDF's_\
1,7'x 6" NIPPLE TO ANGLE
FRICTION
BUW RAFTER AND GABLE
RAh 'i 1/4"xl"Si
01 STEEL PLATE
ANCH
--9"x 2-1/2"x 1/1 11-9 f 1 2 ON TOP,2 ON BOTTOM
1-112"x 1-112"x 2"16 GA
$"IE
LIM 2-1/4'EMBEDMENT EYEANCHOR T
6"
INIM BOW POS ND GABLE
518"ROD 30'LONG RAILW/4 1/4'xl'SDF's
\-TS GABLE RAiL
WITH DBL 4"HELIX—
it ONOLiTHIC CONCRETE FOOTING 2 ON TOP,2 ON SIDE
U
24"16 GA!-CHANNEL BRACE(51 TO TPOST)
TS BOW POST
48"16 GA,I CHANNEL BRACE l 14'POST)
NOTE: BRACE NOT REQUIRED IF END ENCLOSED
TS RAFTER POST
ALTERNATE POST TO CONCRETE SIDE EXTENSION RAFTER/ ONNECTION DETAIL
; t BASE RAIL ANCHORAGE —C
4 T FOUNDATION CONNECTION DETAIL CORNER POST DETAIL Not To Scale
Not To Scale Not To Scale Not To Scale
SUILDINC
ISMING NOTE:
IVIEVV AND S 14 GA FRAMING IS 2-1/2"x 2-1/2"TUBE STEEL.
REVIEWED FOR PLAN R
12 GA FRAMING IS 2-,,4"x 2-. UBE STEEL.
CdODE C0'".'2L1A_N%f._-1E OF PERMIT DOES N110T RE"'HEVE A I
NIPPLES ARF 2-1/4'x2-114'12
NIPPLES ARE 2'x 2' 1- 12 GA FRAMING.
KEEP THIS Kf'.N ON JOB
CONCi CONTRACTOR OF COMPLYING
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI '1T H At t, CODES &
AT 28 DAYS
AP BE G TING
COVER OVER REINFORCING s 1 7-1-1/2"18 GAUGE FURRING CHANNEL FASTENED INC.
FOR FOUNDATIONS,MINIMUM CONCRETE COVER OVER REINFROCING BARS SHALL BE: 605 AVEN 1E
\ TO EACH RAFTER WITH(2)1/4"x 1"SELF-DRILLING Y,
3 INCHES IN FOUNDATIONS WHERE rHE CONCRETE IS CAST AGAINST AND D 3Z20
H OR EXPOSED TO THE EARTH OR C
PERMANENTLY IN CONTACT WITH THE EAR FASTENER SPACED NOT MORE THAN 48"O.C.
tax.., FL,
WEATHER AND 1 1/2 INCHES [bEWHERE. REINFORCING BARS EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 114 INCH FOR FINE
GROUTOR 112 INCH FOR COARSE GROUT BETWEEN REINFORCING BARS AND ANY
Exam:nc 26 GA.METAL.ROOF PANEL
FACE OF A CELL.REINFORCING BARS i IN MASONRY WALLS SHALL HAVE A Pn-iut
0 x
NRY C VER(INCLUDING GROUT)OF NOT LESS THAN 2 INCHES FOR MASONRY Licerise 111�). s'34�t'cg.Lsl
MASO
UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 1/2 INCHES FOR MASONRY
UNITS NOT EXPOSED TO EARTH OR WEATHER. 3853C
2-1/2'FOR
GA
—16 GAUGE U-CHANNEL BRACE L 0 1
REINFORCING STEEL:
EINIFORCING STEEL SHALL BE MINIMUM GRADE 40. -1/4"FOR
FASTi TO THE POST AND
THE R 2
.2 GA FRAMING RAFTt-,=03171li
GALVANIZATION: DEGREE',kl�ti H 1W,, L--TS RAFTER
M TAL ACCESSORIES FOR�ISE IN EXTERIOR WALL CONS i rION AND NO r
9, E SELF-DRILLNG SUi AJ
DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH
LACH Ei i
ASTM A 153,CLASS D-2.METAL PLATE CONNECTORS,SCREWS BOLTS AND NAILS
-zi; TO THE WEPTHIER SHALL BE STAINLESS-,TEEL OR HOT DIPPED
EXPOSED DIREC
GALVANIZED. ROOF PANEL ATTACHMENT
REINFORCEMENT MAYBE BENT 1,14 THE SHOP OR'HE FIELn PROVIDED: I
1.ALL REINFORCEMENT li!�BENT COLE�, (AL7LzRNATE FOR VERTICAL ROOF PANELS)
j
CAROLINA ('00'ARPORTS, INC.
2 THE DIAMETER OF THE i MEASURE[)ON THE INSIDE OF THE BAR,IS N07 LESS Not To S�;sle I
I HAN SIX-BAR DIAMETERS Al'Ir
-ODEDW CONCRETE S ALL NOT BE F:IELD BENT
3.REINFORCEMENT PARTIA;i H T_—I --,—
BRACE SECTION
IF
�G
_U E 0
141 gZt
3'_ 45�
K3�0
__TS po�
FXGEPTION:WHERF BEND;NGSNECESSARY;0 ALIGN SARSWI�H A
Notro Scale SECHTOL ENGINE-ERfli PH NTS
AND TEST11i inc.
FRTICAL CELL,BARE;PAR i!A!-LY EMBEDDED IN CONRETE SHALL BE PEr�WTTED TC,
BE BE
NI AT A SLOPE 01 MORI:�HAN INCH OF HOR20i DISPLACEMENT TO 06175
6 INCHES OF VFRTi BAN LCNi
-IM C.i�Ai WTEM-��-G E�
TB SHEET 3 OF 4
T!
NIPPLETO
J!, DBL.HDR. —TS BOW RAFTER C"LONG TS 1 GA NIPPLE
SECURE EACCH WITH 4 114"x'i"
SELF-DRILLING FASTENERS TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADEE
------6"LONG TS 12 GA NIPPLE TS BOW POST
6"LONG TS 12 GA NIPPLE
SECURE EACH WITH 4 114"xl" SECURE WITHd 114"Y.I" POST OR DOOR/ 2`x2`x2'16 GA ANGLE CLIP
TS END
SELF-DRiLLING FASTENERS 1 1 WINDOW FRAME POST
SELF-DRILLING FASTENERS SECURE TO POST(EACH SIDE)
i I AND RAF I ER CHORDIRAIL WITH
TS BASEJVVINDOW RAIL OR
N -STRUCTURAL HEADER 4-1/4`x1"SDF's,
ON
2 ON BOTTOM AND 2 ON SIDE
NOTE' AT ROLL-UP DOOR
OUBLE TS HE
OPENINGS POST SHOULD
BE FLUSH WITH RAIL END.
ADER
_j -j
�k-i -_ I W CLIP POST TO RAIL ONLY ON
—TS /'NIPPLE TO J=
OS7
DBL.HDR.
SIDE OPPOSITE THE OPENING.
316' NIPPLE TO
BASE RAIL
!V� 31
RAFTER POST/BA POST TO RAIL, TRUSS CHOR
NON—STRUCTURAL HEADER ETAIL
BASE RAIL CONNECTION DETAIL
J
RAFTER POST/DBL. HEADER DETAIL
RAFTER POSTMEADER DETAIL
T.Scale
C2 4
Not To Scale
Not To Scale
Not To S-IL
Alii
TS POST
TS BOWIRAFTER POST
2"x 2"x 2"16 GA ANGLE CLIP
IC SECURE TO POST AND TOP OF
2"x2"x2"16 GA ANGLE CLIP TS BOW/ A R P
RAIL)WITH 1/4"x 1"SDF's
T SECURE TO POST AND
RAFTER WITH 114"x 1' 29 OR 26 GA.GALV. NIPPLE TO
SDF's,2 ON TOP AND METAL SIDE PANEL
—1-112"x 1-112"x 2"16 GA CLIP BASE RAIL
2 ON SIDE ANGLESECURETO TSCON N RAIL
BOW POST AN D,BASE
RAILWITH4 1/4'xl"SDF's �-TS NON-STRUCTURAL HEADER
#4
TS END POST OR WINDOW RAIL
--LAL
TS,CONTINUOUS BASE RAIL
NON—STRUCTURAL HEADERIWINDOW
CIO I Al
RAIL TO POST CONNECTION DETA
1'1!14� END POST/RAFTER CONN. DETAIL �E N���DP�O S§T1 B A S�ER A�IL C�ON N. 8
Not To Scale
I Not To Scale
7
Not To Scale
Not To Scale
BUILDINC, p,
NOTE:
77
14 GA FRAM=�S 2-11/2 x 2 112 TUBE STEEL
/4"TUBE STEEL.
ED OR
NV D S;U COD F 12 GA FRAM NG S 2-14"x 2-
-1/4"x 2-1/4"12 GA T.S.FOR 14 GA FRAMING.
=PLES ARE 2
NCE N PPLES ARE 2"x 2"12 GA T.S.FOR 12 GA FRAMING.
E COMPLIA
KEEP THis PLAN ON
4i�
Ed JOB
ING
TS POST
P
Ar
Bui
Ia�, -..\ V,
2 114'x I SDF TS NON-STRUCTURAL NC.
@ 12-O.C. HEADER Jax JE Pi-fl
on
4 'A f$STING I
91MIT"ENUE
D i RIDA 32720
of Autho
e
- ---------17� @ 12"O.0.
A. — !
r------------
CURTAIN 18G
F
1750--s Be?vtol,P�Es
EXTERIO F 1614 Liss
�No.3853B
INTERIO
SWINGING DOOR
Size varies,see plan)
2
�TS POST
INA CAPORTS, INC.
CAROL
Pq
SECTION THROUGH ROLL UP
DOOR HEADER
SECTION 03-1.5-i2
Not To Scale CURTAIN:26 GA.galvanized steel with =------
A RR NITS
baked on epoxy primer&polyester top coat.
Not To SCL:e BECHTOL ENGINEERING
AND TESrINO,inc.
jP 06175
TEI
t77ET 4 OF 4