HomeMy WebLinkAboutDESIGNS - 06-00538 - Abbey Lane Apartments - Carport0600538
CAST Abbey Lane Apts-Carport
TO COAS
APR z,z0CARPORTS, INC.
0 s �y�,
22525 Interstate 4�
9
Knoxviilo, AR 72845
11443
PH - 1-866-267-3 790
FAX - 1-479-885-6021
LOCAL-1-479-885-1258
Coo s t To Coast Oorpd,,rt.
DE56N CRITERIA DE5I 6N NOTE
P12FVA II INA, r nnF. I1P.G Noll/ W, IM-1
USE GROUP: U (CARPORT5, BARN5)
LSIC P41ND VELOCITY: 1qO MPH
ROOF DEAD LOAD: 1.0 PSF
ROOF LIVE LOAD: 32/48 P5F
GROUND SNO11 LOAD: 40/60 PSF
IMPORTANCE FACTOR: LO SEISMIC
0.81 KIND
0.6 SHOK
SEISMIC ZONE: 2A/215
LOAD COMSI NATI ON5:
DL+LL -
DL+0.15LL+WL
TN; tth17P1LF.% 4i WY103-Eil N T►f:=E OMNI= RR: -ii SC4L
ppk'pu CP COST 10 C&S1 C-iFiRT5.1'1: /:1Y
F.Ti�T UC1111 W FART CR VFGCE W.1r10UT PC YAl11Etl
PETQ1'90N CF COdiI TO MIST C4WWS, P= IS PElEHWED
Fit. Wide Model (CT6-150)
DRAWING INDEX
ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH
5TANDARD BIiILDING CODE, 05HA, A150, AY59 1.1 CODES AND ALL
APPLICABLE LOCAL REGUIREMENTS.
5HELTER BASE COH UCTION5 SHALL BE PROVIDED AS 5HOAN ON
SHEET 6 AND SHALL BE FIELD ADJJ5TED ON THE BAS15 OF MFP,. 5
REQUIREMENTS FOR ACTUAL SOIL TYPE.
ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE
SUBSTITUTED WITH MATERIAL EdJAL OR EXCEEDING ORIGINAL.
ALL 5WP GONNECTION5 SHALL BE WELDED CONNECTION5.
ALL FIELD CONNECTIONS SHALL BE TEKS 1:3 (1/4"XIu).
FOR FULLY ENCL05ED MODELS, MAX. 5LD6. LENCGTH IS 20'-00
SHEET I - COVER
SHEET 2 - WILDING SECTION5
SHEET 5 - ELEVATION5
SHEET 4 - FRONT INTERIOR - FULLY
ENCLOSED MODELS - END KALL5
SHEET 5 - REAR ENGLOWRE -
INTERIOR VIEV! YV/ OPENING
SHEET b - REAR E NCL05URE - FULLY
ENCLOSED MODELS - END KALL5
SHEET I - DETAILS
SHEET 6 - ANCHORAGE OPTIOR5
TOP MEMBER - TS 2-1/4X2-I/4 - 12 GA.
I 12
1 3�
MANDREL BEND
- TYP. EA. SIDE
51DE P05T - GALVANIZED - SEE
50HE12. FOR TUBE 51ZE AND 51FA01146 -
(FY = 50 K51)
BASE RAIL - 12 GA. - CONTINUOU5 -
MATCH P05T 51ZE - (FY = 50 K51)
12 A0
-
m
PEAK BRACE m
T5 2-1/4X2-1/4XI2 6A.J -
8'-D"
_-- - — R6 1/218 •
24'- LG. KNEE BRACE
TYP. EA. SIDE
cl
x
� Q
X
FIN. GRADE OR
TOP OF WNG. �
li'-q" NOM.
TYPICAL BUILDING SEGTION
SGALE: NT5
P05T 56HEOULE
POST HT. 5PAOINV7 PER L.L. (WC) POST SIZE (FY = 50 K51)
32 P517 48 (G/(,)
1'-6" 48" 361* T5 2-1/2X2-1/2 - 14 GA, 12 GA. FOR 60 P5F SNOA
V-6" 48" 36" T5 2-1/2X2-1/2 - 14 GA.
10'4" 42" 30" T5 2-I/2X2-1/2 - 12 GA.
OPTION. U5E T5 2-1/4X2-1/4XI2 GA.
12'-6" 42" 30" T5 2-1/2X2-1/2 - 12 GA. IN5ERTE0 IN T5 2-1/2X2-1/2XI4 GA.
APR 2 4 2006
11443
i
C
AST
TO
7
COAST
CARPORTS, INC.
22525 Intersiate 40
Miomille, AR 7284S
ril-1-866?0-J70
IMAL-1-47946425s
Im. /ANY FMFAQ LCT" IN rARr OR rotxe rETH err
CAVORrs. iWG. is rpm INTW-
5RM
cpfof- e,:
OA
PG
mg. m irm-
TYPICAL BUILDING SECTION
GTG-181D
SHEET 9 2 OF 8
24 1 A. CORRUGATED STEEL
GALVANIZED OR PAINTED. �
= 3/4' (FY = bO KS I) OR EG
(OPTIONAL SIDE PAWLS)
SIDE ELEVATION
SHEET 2
1 LENGTµ K. AS PER GIr^TOMER ORDER
SCALE: NTS 210, GA. CORRUGATED GALV. OR
12 PAINTED 5TEEL - MAIN R15 HT. =
r 3 1-1/8" (FY = 80 K51) OR Ea.
r I 5EE FA5TENERR 5CfiED. FOR
ATTACHMENT
)OOF BENT: (AT 16°)
5EE 5HEE7 2 FOR TUBE
51ZE5 '
p GALV. OR EA.
KNEE BRACE
SENT DETAIL
SCALE: 3/4' = I'-O' 3
RIlnF PAUR C%
FASTENER 55HED.
TYPE.- TEK5 1412XI" 5CREW5
Al NEOPRENE/5TEEL INA5HER
® b'' 6/6 OF CORNER
PANEL AND S' C/C
EL5EWHERE - MIN. ONE
FAST. PER SPAN AT
SIDELAP PANELS
COIN. 29 GA. ALUM. EDGE
TRIM OR OPTIONAL SIDE
PANELS FOR FULL ENCL05URE
3-1/2" L
1-1/2"
TRIM DETAIL
x" APR 2 4 2006
ST
11443
O
f r.
)R - TYP.
THEIR BAY
CONT. EDGE TRIM -
2-1/2"X2-1/2' 29 GA, ALUM, ANGLE
ATTACH VV TEK5 5CREW N1
NEOPRENIUSTEEL RASHER EVERY
2 RI135 A5 NEEDED PER SHEET
l lrr Lr P7L-I-A&lr-LIRA Tl-LI
�- ROOF BENT
5EE SCHED. FOR TUBE 51 ZE5
FY = 50 KSI
GALV,
EDGE DETAIL
SCALE: 5/4" = 1'-0" 3
QTO
COAST
CARPORTS, INC.
22525 Interstale 40
Knoxville, AR 72845
PH-14S& a-MV-1
FAX- IA79-US-CO1
LOCAL-1479-88.-1:38
TIE &f0gK&WK C WA W IN THM QRANUOS ARE
nQ SOL£ FWFE K OF COAST TO CQAST CAMMTS,
M. NrfNUVO wWR N PAR! OR MHM wTKW
TIE vfury 1 FMODS& N Of COJ`i' T TO 4a"T
6mif1 km e- Is MOST".
SRM
CHUM re.
OA
PG
ELEVATIONS
CTC-lbID
SHEET # 5 OF 5
12 GA. FL. E.S. N!I 2 -
TEKS FASTE14ERS PER
MEMBER - TYP. AT EA.
JOINT INDICATED -
r�
t7� IlOf+t,T100i LONII►�E5D IN T1EiE pR1�Wl16$ Aid
rw 501E N?zt%w 7 OF COW TO (.Gl�'iT G,WORM.
ne rem" P�l561m OF "mT TO COAST
&x", %%.wr-!5PRalff m
APR 2 4 2006
OPTIONAL
12 MID -POST
T5 2-1/2X2-1/2XI4 GA.
DIAL. BRACE - TYP. ON
FULLY EN:205ED
MODELS AND AT E.5.
AT OPENIN55
ANCHOR- TYP_
EA_ SIDE
4'-0" MiK. AT BRACE
LOCATIONS - TYP.
FULLY ENCLOSED MODELS - END WALLS W/ OPENIN6
101 AL �� 5CALF: W75
NOTE: MAX. BLDG. LENGTH 15 56'-O"
FOR BLDG LENGTH5 EXCEEDING 36-0", FRAME SPACING NfJ5T BE 6' LE55 TRAM VVAT 15 58ONN ON 5HT. 2/8
TO 22525 Interstate 40 MUM fit: FRONT END WALL
Iuno►ille, AR 72845 SRM
�I l COAST PH-1-$66-267-3791 CAX(MEV1 MOM I,r_.ro.:
FAX-141MSWil I OA (ITC-0 D
LOCAL -1419195d2%
;;' CARPORTS, INC. I�"~"LeI SHEET # 4 OF 8
ANGLE BRACKET IN.
2 - 1/4 "XI" SGREW5
PER MEMBER - T YP.
M' I�FGRxA�7oA CMAVCP at TWU PRANN56 ARE
Tk£ W W PROKRIY Of COAST TO COAST GARPORrA
tPL. AW REPROOtIGTICN a PART OR MM nlMIT
Te M WEN PERI'S W INC Cr W MT TO COAST
X2-112 - 14 GA_ VERT.
AT MAX. 5'-0"
FOR PANEL
r - GUT TO PIT
- TYR
y 13RAGKET BRAGKET
17'-q" NOY
SULLY ENGL05ED MODEL -END hALL
SCALE: 14T5
NOTE: MAX BLD&- LENGTH 15 26-0"
11443 .� COAST
F.
_ Ta
COAST
.A
Ur CARPORTS, INC.
22525 Interstate 40
Knom- lie, AR 72845
PH-1-86&367.379n
FAX-1-4N-RRLr01
r m LOCAL -1-479-365d?SB
BACK END ViALL DETAIL
5RM
cn�tca+ e•: c��aElss tea.:
OA 676-1810
PG SHEET 11 5 OF 8
&' Xb"XI 2 GA. E.5. MIN. - (3)
1/4'XI" 5GREI* AT EA. MEMBER
Ai*LE BRACKET h.
2 - 1/4"XI" SGREVN15
PER MEMBER - TYP.
Tli e�o��ndW WUAIWV ix OW 120-Mw5 Aft
TW PROF WTY O! COAST TO WAST GNirI0 IA
m- off RuLOpU6 aK Lm PART OR mmw KTK=
TW "ZI ER PER009MM GF COW TO WA67
CARPORT% M. F5 RM MO.
11443
APR 2 4 2b06
C;A. X Z STRAPS DI AG.
:AGI141G - I FULL hRAP
ZOUND POSTS AND 5ECURED
(3) 1/4`XI" 5GREVG
T5 2-1/2X2-1/2 - 14 GA. PERT.
MEMBER AT MAX. 5'-0"
5FAGIN& FOR PAREL
SUPPORT - GUT TO FIT
ANCHOR - TYR
FULLY ENCLOSED MODEL - END WALL
SCALE: NT5
NOTE: MAX BLDG. LENGTH 15 35'-O"
FOR ff.DG LENGTH5 EXGEEDINC-7 56-0", FRAME SPACING MU5T BE 6' LE55 THAN MIHAT I5 51410AN ON 5HT. 2/8
COAST �t1: oF;�a��;s TdL:
TO 22s�s I AllRA.r� FICA WAI I 17FTall
COAST
i CARPORTS, INC.
nLIWA WULe WN-1. PC.
Knoxville, AR 71545 SRN
m7DI PH -1 *W267-3T90 ChL w ry
FAX-1479.I$i44D CIA
(Ar-hL -14 12.i;►342SR
PG
GTG-I81 D
SHEET # 6 OF 8
12
5r
51 E.E 5H T. 2/8
FIELD BOLTED -
MATCH NUMBER
AND PATTER!
AT COL/BASE
CONNECTION —
SEE 5HT. 2/1 ;
2-1/4" X2-1/4" SGUARE DOGE FRAME TO
2-1/2" X2-1/2" POST GOL. GONNEGTION
SCALE: NTS
T!E (F3GlQtKTtOt: LOh'TI.RZO tl Mm QR1W ffis AM
ne SOLE FTomtr OF GO"T to Comm C.At mm,
MS. AtrWROMVIOr a PART ORr%4Xt NTiIOtiT
nC rfUri 31 PLjOWOH OF ta&W TO COW
GAlFRNM m 6 mtomrw.
SD_ APR 2 4 20a
5EE SHT. 2/8
T5 2-I/4X2-1/4X14 GA,CL
I
FIELD BOLTED - (5)
7EKS#12X1"-
I• ' W i
2-1/2X2-1/2 12 GA. ' ry O I
BASE RAIL CONT.
GOLUMN/BASE GONNEG T ION
SCALE: NT5
T5 2-1/2X2-1/2 - 14 6A.
FRAME AROUND
OPERING
4 -1/4° X I° TEK5
5�:REIN5 - FIELD
BOLTED
Ro0>'
RIDGE LINE
FRAME
z
n�
rrTEiKS
XI°.
T5 2-1/4X2-1/4 -6K
-TYP.
-
14 GA. FRAME
LD
AROUND
BOLTED - OPENING - SHOP
EA. 51DE l VELD FRAME
1 DOOR RAIL T5 2-1/2X2-1
1
(OPTIONAL) X14 GA - E.S.
ANCHOR
VARIES a a- �
AT
OPEN INS,
TYP. E.5.
4 MX. 12'-0" A
w op
TYPICAL END DOOR FRAM I NC5 TYPICAL Efi;ZAMI NG AT SIDE OPENING
SCALE: NTS SCALE: NT5
11443 COAST a.rr:
%AA
i TO Knoxville, AR 72F►4S ���� E SRNs DETAILS
COASTPH-1-W&2b7-3M
CFV:AiI:e Ils:
FAX-1-479-W-Wl OA GTG- I SID
LOCAL-1d7-M&S-12%
i CARPORTS, INC. PC SHEET # Z OF 5
C XIONAL HELICAL
ANCHOR ON SANID/CLAY
50ALE: 5/4' = I'-0"
MOBIL HOME
ANCHOR FOR SAND/CLAY
C45T: GALL REP_
!fL.IGAL ANCHOR NOTF:
HELICAL ANCHORS ARE NOT
TO BE U5FD IF DRIVIN6
TORODUE INTO GROUND I5
LESS THAN! 150 FT-LBS
IEE Q3 SATM GORTAMO SR rrM Vft*JXM65 Aft
nt SOLE FROPERIY OF WAM TO GQAST 6AtaPOrd3,
INC. ANY fEPKdMnM Ell PART OR VSMC IyMM
RE WITM PM459ON Of WAST TO WAST
GAFJVR%. M.15 FROHE P.
6"
5/0" A96 THRO. ROD
W/ 5' EMBED_ - TYP. [1/4"'Xim
51M P05T
FLAT NAA5HER(S) 12' SLEEVE
BASE RAIL
TEKS
SCREWS -
a
SEE SHT. b
L �
O '
QJ Q
� G
5LAB OR FOOTER KI MIN. 8" NUDE
X DEPTH AS PER LOCAL CODE (8` DEEP
MIND RAT VI'ALL ALL AROJND (NOT BY
CTC)
SECTION A -A
SCALE: KITS
605T: GALL REP
4 ` GONG_ 5`AB
REINF. NU
bX6-W6 WWF --
APR 2 4 zoo
�y�t�lsat
11443 COAST
4 TO
COAST
A •`t .
•i CARPORTS, INC.
t7i u :
6" E06E- 1715T.
6A5E RAIL
- —AS PER
UXAL
2- CODE
4
GONT_
A I
I'-o"
'Of
J,
ANCHOR 5EGTION
SALE: NTS
6057_ GALL REP
r. 0 1 7-a 9 9 �fta
I u
SIDE POST
1/2"OX30' 1.6_ A56
GROWD ANCHOR
BASE RAIL
GONG. FOOTINa
NOT BY GTG
UND15Tt1RBED SOIL
NOTE. OIL LEVEL GRADE, DIG A IS" O HOLE 42" DEEP
AT EACH ANCWR POINT. REPOSITION BASE RAILS
OVER HOLES AND DROP A GROUND AZIOR THRO"
EACH HOLE IN BA5E fRAIL5. FILL EACH H LE AITH 5000 P51
CONCRETE.
OPTIONAL PIN ANCHOR DETAIL
ON CONCRETE FOOT 1 NG
5GALE: NTS
COST: GALL REP
a
22525 Interstate 40
MMIM,:
Knnxxilte, AR 72845
SRM
PH-1-966-26i 3M
cn: ftffi. E-:
FAX .1•479-054421
OA
1ACf.1.-1479•i8i-1258
Ww_meu 64.
PC,
iru:
ANCHOR DETAI L5
G?G-ISID
SHEET # 5 OF S
0
COASTTO COAST
CARPORTS, INC.
Carports We Can Custom
Garages — Design To Fit
Storage Bldg, Your Needs
(208)430-3157
340 Centennial Drive 1.866-597-5758
Heyburn,10 63336 Fax: (206)436.3581
To: U Ot 1
Fax ntuA- � JC r: ��' t — 30�
Pages: (-)
A fax from
Coast to Coast Carports
Idaho Division
Date: /0
Regarding:
Comments:
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stole s I sQ = 5 ft
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06 00537 OCT 3 1 2006
., Abbe
y Lane A tsp- Carport
.� OF REXBURG
LL Site Plan�,'IWAQD
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