HomeMy WebLinkAbout39450 SOUTH AVE (10) 4 � J
Carr Contract_ ing ,Services Inc.
General Contractor CCTC060646 Plumbing Contractors CFC 142b l62
3602 Oakwood Drive- Wesley Chapel, FL 33543
Phone: 813-629= 961 Fax: 813-780-8657
Date: Jan. 17,2008 Zephyrhills.Municipal Airport
To: LPA Group T-Hangar Development
Name:Jim Goodwin Project# 11-07-14
Phone: 813-889-3892/Fa-k: 813-889-3893
Letter of Submittal
Subcontractor:NA Supplier: OSI Buildings ?._ �1t
Manufacturer: OSI Buildings Specification/Section#: +V;�r
Product:.Foundation Plans
F r•. Review X A�ppppraval
,4M4r ANTRAM8 SWAgaR&jr•Stamp Here
Project Number and Nam — 2`� �n
Submittal Number:
Deviations:
None'':
As listed: es„b i,,y srri..,. <-- C,vCv"�= ✓t� �r,, 17+h ,
Reference Specification lumber: v,>�� �- �`��� Id'Vi U w
Reforence Drawing Number:
Space Requirement:
As designed:
Different, as listed:
Contractor has jr7ian' submired for approval.
i ►�atrd: tits,
Engineer Stamp,Here
PROVED O APPROVED AS CORRELfi-D
® NOT APPROVED ® REVISE AND RESUBMIT
Checker is only fat cdnfa'mance with the design concept
of tha Pro)s.'. contractor is resi'ronsibin for dimensions
to be confirmed and correlated at the job site; for
iiformation that perlalns solely to the i hricaGon processes
or to isclx>;quos of c3romrlion;and for womiration of the
wort(of an trades. ApprONal of'stems does not rolievo the
contractor from.ccmplying-,ith an requirements of the
Contract Dom menls
T INCORPORATED
! Z! ZL
j/
1 � '
OSI BUILDING SYSTEMS
P.O. Box 5230
Montgomery, Alabama 36103
(334) 834-3500
Fax (334) 265-3850
LETTER OF CERTIFICATION
Date: December 28,2007
RE: O.S.I. Job Number 07-080
Carr Contracting
Building Size: 50'-6" x 231'-8" x 13'-6 '/2 "
Roof Slope : 1 : 12
Building Type: GABLE
To Whom it May Concern:
This letter is to certify that the O.S.I. basic building components as indicated on O.S.I. erection
drawings incorporated in the building described above,have been designed for the loads stated in
accordance with good engineering practice,utilizing the following recognized standards where
appropriate: M.B.M.A., F.B.C., A.I.S.C., A.I.S.I., A.W.S. Additions and deletions of individual
parts, as well as the use of non-standard components or parts, are not covered by this certification
and is the responsibility of the local builder. Any exceptions are noted below:
LIVE LOAD (frame): 12 PSF WIND IMPORTANCE FACTOR(Tw): 1.00
LIVE LOAD (roof): ✓210 PSF BUILDING CATEGORY: GRO B
WIND LOAD (3 Sec. Gust) : 110 MPH EXPOSURE CONDITION: C
COLLATERAL LOAD: 0 PSF ENCLOSURE CONDITION: ENCL.
DEAD LOAD: GM0npgruart WIQ0.18
FLORIDA P.F, #5221(O.S. Bu• n m,Inc.
OSI Building System I2z o�
3950 Birmingham i ig
Montgomery,
®�� ���� a Al. �� � STUAR EY, P.E.
FLORIDA#62216
334-334-3500
The structural components of the building are designed utilizing the load applications in accordance with the Florida
Building Code,2004 Edition with Florida Building Code 2006 revisions,by the Florida Building Commission.
O.S.I.certifies the design only. The builder is responsible for the erection. Certification does not apply to the
foundation design or other on-site structures or components not supplied by O.S.I.
REVBEW DATE, ,t g
CITY Off'ZF PHY.R„,t
OSI BUILDING SYSTEMS
P.O. Box 5230
Montgomery, Alabama 36103
(334) 834-3500
Fax(334) 265-3850
LETTER OF CERTIFICATION
Date: December 28,2007
RE: O.S.I. Job Number 07-084
Carr Contracting
Building Size: 50'-6" x 210'-8" x 13'-61/Z "
Roof Slope : 1 : 12
Building Type: GABLE
To Whom it May Concern:
This letter is to certify that the O.S.I. basic building components as indicated on O.S.I. erection
drawings incorporated in the building described above, have been designed for the loads stated in
accordance with good engineering practice, utilizing the following recognized standards where
appropriate: M.B.M.A., F.B.C., A.I.S.C., A.I.S.I., A.W.S. Additions and deletions of individual
parts, as well as the use of non-standard components or parts, are not covered by this certification
and is the responsibility of the local builder. Any exceptions are noted below:
LIVE LOAD (frame): 12 PSF WIND IMPORTANCE FACTOR(Tw): 1.00
LIVE LOAD (roof): /20 PSF BUILDING CATEGORY: GRIP B
WIND LOAD (3 Sec. Gust) : 110 MPH EXPOSURE CONDITION: C a.
COLLATERAL LOAD: 0 PSF ENCLOSURE CONDITION: ENCL. -
DEAD LOAD: 2.0 PSF GAP = 0.18
Olen Stuart Ashley O. .I. in em, Inc.
FLORIDA RE. 6221
OSl Building System....
�950 l� lln��lal1 � N STUART EY, P.E.
Montgomery, AL 361 OS' FLORIDA#62216
The structural components of the buildin�i e x �dlltili ging the load applications in accordance with the Florida
Building Code,2004 Edition with Florida Building C`bddR)N 6 revisions,by the Florida Building Commission.
O.S.I. certifies the design only. The builder is responsible for the erection. Certification does not apply to the
foundation design or other on-site structures or components not supplied by O.S.I.
}1drn' ),V YEA V'.E:_�.
17Y0 i,',NP11_`r'1:.. L
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RM pnJ. SHEET ENDVALL
1. 13/4 f' 2'-4' 2-4'. EV3
GIRT ..
-1 3/4' 1'-7 3/4• i 1'-7 3/4• 2'-1 3,'4 i 2'-1 3/4 —�
GLY ENDVAL.L
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f T HER FLAT WASHERS T WASHERS HERE RAFTER
TiRT ME ENDVALL
ONLY ?F34 BRACE OHLY F2 AEOIGE B OILY FD_FLAKE DRAM SLEETS OF RAFTER O
---� ERS HERE =—/ FLAT VAS (2) FLAT WASHER HERE I V� � a
SIDEWALL SHEET
11 PURLIN/GIRT 2' LAP - 6 BOLTS 2j PURLIN/GIRT 3' LAP - 6 BOLTS 31 PURLIN 4' LAP - 6 BOLTS 4 1 ENDWALL DETAIL AT EAVE 5I CORNER CONNECTION—CHANNEL
PARTITIO1
SHEET T-CLE RAFTER T-CL2
RAFTER DEY� RAFTER
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T-CL7 AS REC'DV T-CL2 AS RE" T-C1E `Q N Q
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DdDVALL
GIRT
.- PARTITION
SHEET
T—C13 CL42 RAFTER HEX NUT
ENDVALL :: :: GM PARTITION SHEET RA1
SHEET GIFT i
O O I uiu�t' . ........ ....
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T—ZT1 NOTCH SHEET ARMR D PARTITION GIRT LDCATIdN VELD N PLACE.
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- f/2'MATNNE BOLTS iRE STN4 ,FOR S(CDNu1Rr STRUCTURAL
(4)1/2'x 1 1/4'N/DOLTS t4)1/L'x 1 1/4'N/DO.TS COIDaRm LNLfN Kum
(4)1/8'x I U4'M/BATS -WA A E OHLY SUPPM WNU E N'DCAM ON THESE
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i a4e PuaN -REFER To ERECTpH oRAwNNas FOR N.S DOIT SQEs.
-BUEDINO REDUf>sSENI5 tAAY
REBUKE tlNiY1QES N DLkT15lOHI
CL42 - NOT DRAWN TO SCALE
RAI -H.&DOUS USE'TURIN-OF JT-TIGHIDlW 1ERM AS
SPECM N THE COMM A RY ON SPEMCGIONS
• RAi -
T-FNSi
NESTED T-HANGAR DETAILS
ERECTOR'S NOTE, >rxD
TGUVTGb( NSTALL LAVE PURLN NSTALL CL42.SD2 L T-HS1 TG1X/Twx M LR'x 1 f/4'K/X L.TS 0 S I BUILDING , NONE
V/TOP rLL TO:D mff R UK TIE ALL THE ABOVE I FLG TOED OUT. ►J J. SYSTEMS BJB
PARTS. t SANE PtNtLN HGLES P.O. BOY 5m wHH>Nn
Hozffwxw. AL 96109
4/13/06
16 DETAIL AT CL42/SB2 (e3) 265-3850 PAX
171 DETAIL AT CL42/T-HS1 Ni
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ort PARTITIOM
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WHEN SHEET IS CUT FM O
DRS FOR B 1/2' SECTMN As
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SHEE,�,,—, ,:,:st,,,:, PRE FORDED / .
Ct.41 I \ T+'�•,•• RAFTHx noDR DEADER a4t Q,Q
T—IIP1 IS BOLTED IN THE OUTSIDE SET Irp
IN INSIDE SET SHOES.IS WARTED T—Sn
TGS1 1t 10>E FIELD WQlItED TO EIBS tF
E ICIE SOL AS SHOVPL tISE 111 SD SCREWS PRE FONED TV2 TYP. —�
221 DETAIL AT T-CL 10 211 DETAIL AT T-BP 1 / TGS 1 TFz/FLF2 JAN3 RAI T- _
ERECTOR NOTF� 91
i ATTACH GIRT
VIE FIREVALLS ARE REQUIRED,USE T-SCI TO JAMB V/SCIEVS
AS SNOML WITH RAI FIELD WORKED TO BOTTOM ON EACH SIDE GF JAMB.
13 PIStLINS WITH 12x1 1/4' SD SCREWS. I
T-SC1 IS FIELD WORKED AFTER FIREWALL is ERECTED. WALL SHEET
GIRT
T IE TM40 AS SHOWN
FOR]O7t TO W PROPER{.Y. //
T-SCD
FASTENDT-Sd TO FIRE WALL1
SF
241 DETAIL AT DOOR TRIM 251 DETAIL AT HANGAR EAVE 261 DETAIL AT T-CBS1
' I'1Md1N D IX - 1/Y w1CHWE SCUD MESTMEN FOR SECOMOARY SIRUC URIL
3'-1 L4' T-HIG2 � '
- ARE ONIx SU4IJED WFERE NDIC1ITED ON THE9E
,.,, SHE'EIS OR O.S.L ERECOON DR#RWCS.
- REFER TO ERECOON OWNSI S FOR IL.S. BOLT SQfS.
i151 i I I -BMW IEOtMIE1tt9MI5 WY IEoui CF4WGES N O NWON
_ SHOWN HEMS
___ FIN'K 1 i/2' -DUALS ME NOT DRAWN 10 SOME
tD m G) WITH I WASHERS -H.S.DOLTS USE'RJRN-OF-MIT-TTGHDEtNIO"AETHC0 AS
SPHI ED N THE COIRIENUff ON SPECMATIONS
RAI JF3
;;,,,,,,,;;,,;,,,; ;,,,,::_:.:,: ,,,.,: :,,,,::: .::,:.::,:.,..:.,..::.•: o NESTED T-HANGAR DETAILS
RAFTHDt raw TFZ/FLFE T� MEET BUILDING trx� NONE
j FDSD CUT I7 t NOTES IOTTOM Dim Q S I SYSTEMS BJB
CHIT FLFD' T-= IFS CAll It CisSECTED
TOOA H004 IF ON.PAllEL P.O. BOX 5230 At Floro m
y YONTGOYSRY. AL 38103 tmt aAto
6/1/06
(394) 834-3500
(334) 265-3650 FAX N2
27 DETAIL AT T-SC1 28t DETAIL AT ACCESS DOOR JAMB TRIM ?91 DETAIL AT BOTTOM ROLLERS
SEE WALL/RMF 1'- 0' 1'- 0' 1'- v
SIDELAP DETAILBELOV 2 ,
2
1✓2'
RIDGE CAP 14 x 7/D' LAP SCREWS
WIDE MASTIC 14 x 7/8' LAP SCREWS AND BETWEEN EACH PURLIN
WIDE ! 2'- 6 O.C. C MAX ) 3/16' BEAD MASTIC
Q
ROOF PANEL I
* 2x DETAIL W
3 ECO SCREWS 11'- 0 O.C. ALL PANEL WALL PANEL RMF PANEL USE AT ALL SECddDARY STRUCTURAL SUPPdtTS PURLIN PURLIN
K RUM BEARING LEG @1
WHITE AND GALVALUME ROOF ONLY
SEE RODE SID£LAP D['TA1L 7' 3' 7'
BELw 2 1/2' DETAIL AT RIDGE CAP TYP, WALL SIDE LAP Q TYP, ROOF SHEET SIDE LAP
DETAIL ®2 - N O
> -
N12x11/4' SCREWSl0'- 6' OC E r O
USE AT CAVE, RIDGE, i ALL ENDLAP CONDITIONS 14
'*� _
14 x 7/8' LAP SCREWS 14 x 7/B'B� .....J 1.0
ON AND BETWEEN EACH PURLIN ON ANH
3/16' TIC 3/16' lEAD MASTICJ
ROOF P � N
ROOT' PANEL SKYLIGHT SKYLIGHT C/7 Q
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• SKYLMHT TRIM SKYLIGHT TRIM m
SKYI.M ROOF ( SKY-1 ) 0 0
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O�
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PU ',•, f 12 SCREWS a EACH SUPPORT)
PURLBiS
41/2 41/22*
w• WIVE `-.
END RAFTER
SDENALL FIMIEL
•r•' WIT)E MASTIC
rr' - EAVE _ INTERMIDIATE LAP
rrrrr / �RTti
&a ANGLE /
1 c' : TYP. ROOF SHEET LAPS
/asE ANGLE
T—HANGAR STANDARD PANEL FASTENER DETAILS
(\ O I BEING
„,m m NONE
SYSTEMS
P.O. BOX 6230 BJB
ENDWALL PMEL MONTGOMERY, AL 36103 • -n'
4/13/06
(334) 834-3500
(334) 265-3850 PAX • N3
�
• SHEETING GUIDE DETAILS
TF
DWALL
DETAIL AT (6)
DETAIL AT l51
DETAIL AT ( )
C
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• Qci� c�
• O O O O O O t�t
V J
DETAIL AT
'H'
PARTITION \`,J/ O \L//
• • PARTITIdi O �/ �/
• • O PARTITION O PARTITMN
PARTITION i O
• PARTITION D • PARTITM PARTITION 'H `
ENDVALL /
PARTITIDI _
PARTITION
DETAIL AT l7)
DETAIL AT (2) DETAIL AT t 9)
Cfl'• O O
ENDVALL '
TF_ C0.dt
PARTI \ T=3A
II
SECTION 'H'-'H'
T m/ ��NEOPME STEP
ON WTSIDE nDOR PARmDzw NESTED T—HANGAR DETAILS
�.I886..r�L IN THIS COtmIT20N
jute
FIELD V ALL sue AS REC'A T- 0 S I .SYSTEMS nwi sn
DETAIL AT •n BJB
DETAIL AT n -�- P.0. B" Wo ""�•
D �'"
MMMOXW. AL X6103
6/1/06
(334) 334-3500 SECTION 'G'-'G'
(334) 266-3�0 P&Z N4
2'-4 RA1 ROOF SHEET ENDVALL GIRT
EV3
�----- 4'-4• r 3/4' .. ..... ......... . . —��
1'-1 3/4' 1'-1 3/4' 1'-7 3/4' I it-7 3/4' 2'-t 3/4w � 2'-1 3 4 ...... ........ �V�
GM SHEET
0 0 0 . o CC2X cc
• p SD>EVALL
o\1/2'HBIA HVICFOIE BDLT TYP. 1/2' Dl/t MA XLT TYP. \i/2' MA. MACHDE T TM O O
PIEtLD!
PLB(LIN OR GIRT GSCl
PURLIN OR GDET PURL,DH OR t.'R�
O
FlJ1T MASHERS yMAgH
Ft,AT MASHERS HERE ENDVALL RWM
ow SEE
ONLY FD..- FLANGE BRACE OILY �_ FLANGE BRACE ONLY FX- FLANGE )RACE SHEETS O
CA3 (AS REMIIR� OF RAFTER .............
RAFTER (2)FLAT VASFERS HERE —/ FLAT VASHER HERE ' , •••. —
RAFTER (2) FLAT tWl4NER I as HERE SIDEVALL SHEET % N
ij PURLIN/GIRT 2' LAP - 6 BOLTS 21 PURLIN/GIRT 3' LAP - 6 BOLTS 31 PURLIN 4' LAP - 6 BOLTS 4 I ENDWALL DETAIL AT EAVE 51 CORNER COI CTION-C
iP
mm SHEET RAFTER RAFTER 4' RAFTER E Q ,
P TZON S7DEVALI BEYWD T—C.2 DEYQIID T—CL2 RAFTER 6—
GIRT FZU W= T—CL2 FIELD VMK T—CL2 D - C t i
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61 DETAIL AT C3/DS1X 7j DETAIL AT C4/T-CL2 SI DETAIL AT C3/T-CL2 91 DETAIL AT T-CL9/CC1X 101 DETAIL AT T-CL9/CC2X
• ENDVALL
GIRT
:� P SHEET T-CIS
CL442 RAFT HRJL MIT
EHIDVALL am PART1TMN SHEEARETTD�N RA1 \
SHEET GM
DS1X SHEETING STARTS p
THBS EDGE W VALL PARTITD?1 PARTMON HTAT Ma15NER EYEBOLT OR END OF ROD
T-BP2 T-BP2 Hi115HDE tIdWER WIM PLATE
AFTER T-BP2 IS IN uQaLT
T-ZT1 NOTCH SHEET ARDJ D''PARTITIIR GIRT LDCATIDH VELD IN PLACE.
iii DETAIL AT CCIX/DSIX 121 DETAIL AT C4/PARTITION GIRT 131 DETAIL AT T-CL5 14 DETAIL AT T-BP2 15 WIND BRACE EYEBOLT OR ROD
- 1/2"MUR*E B0US AM SGHOARD HDR SECONDARY STRUCTURAL
(4)1/2'x 1 1/44 N/BQI.TS (4)I/2'x 1 1/4'M/BDI.TS (4)1/2'x 1 1/4• M/BQLTS - AIS SUPPLED WERE RHDRAT®ON THESE
Ci)1/2'x 1 L4•M/Bn TY SB2 SHEETS OR MU ERECDON DIUUNRM
CL42 PU LIN -RIM TD MMION DRWKIS FOR HS.BOLT SQFS.
-- -DUBBING REAUREIEM MAY IIEDUfiE CHNNCES M DMEIMM
M.,� S HOYMN HERE
-OETAItS ARE:NOi DRANK 10 SCALE
Da IN iFE X11 6S �S-
RAL
T NESTED T-HANGAR DETAILS
ERECTWS NOTEi a<xo NONE
TGSX/TG2JL TGiX/TG2X CEy V2•x 1 1/4•N/MLTS BUILDING a �,
D(sTAu EAVE PUHD.In INSTALL CL42,S82 i T—MISi INSTALL EAVE PURLIN O S I SYSTFaMS BJB
V/TQP FLG TIED MIT. R SANE TDE ALT. THE ABOVE V/Tl3P FL.G•TOED QUT.
PARTS. USE SAME PLR LIN HOLES. P.O. BOY 5230 "PPS F"
YONTGOKUYi AL 96103
�:�awn 4/13/06
(994) 634-5500
16 DETAIL AT CL42/SB2 (334) 265-3850 FAX Ni
17 DETAIL AT CL42/T-HS1
GIRT
I - r /
GIRT TRIM 1 CALK AT HEADER
TRIM W.Y T ____ _ _vALL sHEErs
PARTITION
RMRT PARTT1Dit
SHEET
i DAt 7TH T-p00
BAi
FIN. FL DRIDE CLOSURE
]!RIDE CL!ffiIRRE FM n.
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1 DETAIL AT ENDWALL NO NOTCH 19f DETAIL AT SIDEWALL WITH TRACK RAMP e I ERECTOR NOTE: .0 U O
WHEN SHEET IS CUT FOR .p
PURLIN DROP FOR B 1/E' SECTION AS
PARTITIDI �.. ......•••• FIELD VOUC IFS AS NEEDED A A1� LLO
SHEET T-CL1G F .........................
O O We VAL L SHEET 6IRT
INTERIOR Ii 2 DETAIL AT T-BA- 21 DETAIL AT BOTTOM OG-ACC
COLUMN C
T—DPI O O � t CRAP TIEK 1V ON CENTER
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IS STARTED
IN TIE NSDE SET ISLES. T—Sri
1051 25 10>E FIELD WtKEB TO END
.................
E LACK GIJIDE AS SHOVML USE(0 SD SCREVS IWS TYP.
PRE FORMED
221 TFE/rLM D�JAMS RA1
DETAIL AT T-CL10 21 DETAIL AT T-BPI / TGS1
CANE
Iw
H'DEVALL •. . ... ...
ERECTS � ATTA GIRT
VFERE FI EEVA AR LLS E GUIRED, USE T-SG1 I I
CHTO y/SgEV �
AS SHWIL VITH RAS FIELD VODCED TO BOTTOI
OF PUitM WITH Md 1/4' SD SCWM
T-SCI IS FIELD VOILA ED A"M FIREVALL 1S ERECTED. VALL SHEET `
GIRT
ERECTOR MITER
NS*MT DE TURNED AS DOWN
FOR DOOR TO WRK PROPERLY. �/
T-iCf
R� FASTEN T-SC1 TG FIRE VALL
AS REWD
241 DETAIL AT DOUR TRIM 251 DETAIL AT HANGAR SAVE 261 DETAIL AT T-CBS1
PHOILIN D.Bx - 1/2•WCIIE BOLTS ARE-STMDARD FOR SECONDARY SIRUCRHWIL
S'-1 1/4' T CONIECTIONS UN. NOTED.
-WASHERS ARE ONLY SUPPLED WHERE!OKAYED ON THESE
SISE1S OR O.SJ.2550110/ORMIOS.
-REFER TD EAECIION ORAWNGS FOR N.S. BOLT s2
r surnssis ( I —BULDOB REOUIIEYE 1S MAY REQIRIIE CHANGES N 05000W
• � SHORN HERE.— er-i r-1 \ FIN 1 1/2' —DESALS ARE NOT DRAWN TD SCALE
—HS BOLTS USE'MBH—OF—NR—.,ENlNV ME.AS
m m �_ vim cz� �'WASHERS SF501 EO N THE COARREMIVRY ON SPECFIGOIONS
RA1 JF3 _
rrrrrrrrrrr:rrrrrr: :r:rrrr:::rrr rrrrr: :rrrs:rr ::::::::::::::::::::::•: o HO NESTED T-HANGAR DETAILS
1FF?/FLFM TFP./iLF2 D®R 1CAM
NONE
FTELn CWT r-n- O C j BTJILDING
T-� DG �>F�TF2 CAN E CDR�ELTED TTDI D<ldt ASSY
iJ1 SYSTEMS BJB
TO A HIGHS RD OR.PANEL P.O. BOX 5230
B EACX MONTGOMERY. AL 96109
auMxm 6/1/06
(994) 094-9500
(394) 265-9050 PAY
• 271 DETAIL AT T-SC1 281 DETAIL AT ACCESS DOOR JAMB TRIM 9l DETAIL AT BOTTOM ROLLERS
1
SEE WALL/R
1'- 0• 1'- 0 1'- 0'
SIDELAP DETAILBELOW 2 1/E' E Ur
14 x 7/9' LAP SCREWS
'"'UL CAP ON AND BETWEEN EACN ROOF PURIIN
WIDE MASTIC 14 x 7/B' LAP SCREWS
VIDE MASTIC t E'- 6 O C C MAX ) 3/16' BEAD MASTIC
CONTI tMUS
DETAIL 1Q
PANEL
# 12 x 1 1/4' SCREWS t 1'- 0 O.C. WALL PANEL WALL PANEL RODE PANEL
USE AT ALL SECONDARY STRUCTURAL SUPPORTS p I PURLIN /
LPLIRLDN BEARDS LEG ON
WHITE AND GALVALUlE RODF ONLY
SEE ROOF SIDELAP DETAIL 7' 5• 7' 5' 7' DETAIL AT RIDGE CAP TYP. WALL SIDE LAP Q TYP, ROOF SHEET SIDE LAP
BELav E 1/2' 1/r '�
DETAIL Q - „r- E ri
L r-
` # 12 x 1 1/4' SCREWS It 0'- 6' O.C. 4 N -o
USE AT EAVE, RIDGE, L ALL ENDLAP CONDITIONS 14 x 7/9' LAP SCREWS 14 x 7/8' L N J
ON AND BETWEEN EACH PURLIN AND B� Q M
3/y6• 3/16 TIC L u
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ROOF PAIL. :
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4 1/2 4 112*
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SDENMLL PANEL
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BASE ANME ,!r TYP. ROOF SHEET LAPS
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9ASE ANGLE
( T-HANGAR STANDARD PANEL FASTENER DETAILS
• OC T BUILDING J I SYSTEMS m NONE
P.O. BOX 5230 BJB
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4/13/06
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UMnWXW. AL 36103
6/1/06
(334) 834-3500
SECTION 'G'—'G' N4
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