9807-114 (PAT)LICENSED CONTRACTOR DECLARATION
I Hereby affirm under penalty of perjury that I am licensed under provisions of
Chapter 9 (commencing with Section 7000) of Division 3 of the Business and
Professionals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date
3��i323
C61. 0_524M3 &30)100
tf .
✓Date "��^ _, �� "�' Signature of Contractor (r �.7'
/Y .�
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
( ) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for
sale (Sec. 7044, Business & Professionals Code).
( ) I, as owner of the property, am ejdliitiv6ly cOniraciing wim licansea
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exempt under Section , B&P.C. for this reason
Date Signature of Owner
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
( ) I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
( ) I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued. My workers' compensation insurance carrier & policy no. are:
Cartier Policy No.
i- A10! S ;i d�`a,aiC'I f N ZIA"" 24 fr.
(This section need not be completed if the permit valuation is for $100.00 or less).
( ) I certify that in the performance of the work for which this permit is issued,
I shall not employ any person in any manner so as to become subject to the
workers' compensation laws of California, and agree that if I should become
subject to the workers' compensation provisions of Section 3700 of the Labor
Code, I s all forthwith comply with�t ose provisio s:.-�--
,Date: 0t' Applicant—
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $100,000, in
addition to the cost of compensation, damages as provided for in Section 3706
of the Labor Code, interest and attorney's fees.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions and restrictions set forth on his
application.
fes.
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is performed undeR 'r• pursuant to
any permit issued as a result of this applicaton agrees to, & shall, indemnify= 1'
& hold harmless the City of La Quinta, its officers, agents and employees:_
2. Any permit issued as a result of this application becomes null and void if
work is not commenced within 180 days from date of issuance of such
permit, or cessation of work for 180 days will subject permit to cancellation S,
I certify that I have read this application and state that the above information is
correct. I agree to comply with all City, and State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for inspection purposes. `4's
/Signature (Owner/Agent) y - Date"`%4e.
. BUILDING PERMIT PERMT#
9807414
DATE VALUATION LOT TRACT
ilZf08
JOB SITE
APN
ADDRESS 47-7.90 V to ,iARDIN
OWNER
CONTRACTOR/DESIGNER/ENGINEER
;!lWWl3 RTS
AC.I",LARECONIPANY
47790 VIA JAR DIN
azo WtLi.lrWS RC9tiD
LA C)U N fA CA, 9,2153
PALM SPRINGS C.A 92264
(760)3274227 CEBU, 5757
USE OF PERMIT
7_16.3,17, AL'e.At INUM LAMCG-14M.10 , MV lit €1080 062 U-)
J."'CRMHT VC11 SIRVAM10ty ,
P1, AN CHECK F'iX i.l1 i •f�(A��f3�)-:4 d it &7ti,tii
('T) t'4TR r T !'t't�X T- TW 9 01-(7()t)A I R-1?(i() 1 i ;7 4)11
A
a�
�' .► s=`i" Yr 1, C �J � 'F fJ�:'I� oN AND PIAN r 'r•��:CK,
T194 fez
LESS 111RE-PAID FEES
$0 00
5194.03
RECEIPT_
DATE
BY/
DATE FINALED
INSPECTOR
\�\
b
2'
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
O.K to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans 8 Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
BLOCKWALL APPROVAL
POOLS - SPAS
steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wining
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
COMMENTS:
SENT BY:Classic Office 4-2798 7:10AM Bob Hope Chryslerp 97713553;# 2
April 25, 1998
TO: Jay Roberts - 47-790 Via Jardin
r FROM: Rich Lane, Chairman, Architectural Committee „
RE: Patio Cover Approval Request Dated March 29, 1998 '
The Architectural Committee reviewed and. approved your request to construct a patio j
cover, home improvement project. The Committee recommends you consider some type
of leafy, climbing plant be grown on each support pole,
The Committee will reeomnend'that:the Board of::Directors give your project 6A
approval at its earliest convenience. This should be accomplished no later than -the nem
Board meeting, May 14, 1998.
If you have questions call me at 760-771.3640.
Rich Lane Y M
Chairman, Architectural Committee
• w "x
s t ,
At
41
SCHEDULE FOR ATTACHED LATTICE PATIO STRUCTURE — 20 PSF LIVE LOAD — 70 do 90 MPH
X 6 "r
RAFTER,
AFTFR TM AND SPACINGALUu. BOX B HFA ER TO L5M�p�p X12 CA
PR0.1ECftON ur O.C. 21T D.C. 2f O.C. COLUMN SPAC0IC FOUTMC CONNECTION REO'0�14 COLUMN SPACING
24 D.C. SM5
ON STAB FOOTING dY n uvu.. an wv « ON SLAtll FOOONG
r 'ON SLAB" INCLUDES ATTACHING COL.
•� THREE COLUMNS MINIMUM REQUIRED.
... 2 COLUMNS MINIMUM.
ALUM. WAFTER
SEE SCEDULE FOR SIZE
Y X 3• ALUM. COLUMN
ALTERNATE 4 X 4 D.F_
WOOD POST
OPT. 3 1/2" CONC. SLAB
TO SAFETY STAKE
LATTICE
DR 3• X 87 ii CA. - `E)LISTINc
C' BEAM HEADER STRUCTURE
PLX66 1/2' ALUN. SIDE-
PLATE
IDE- %
AaC� STAKE OR SIDE
FOOTING TYP. OR FOOTING
WITHOUT ANCHOR
REO'D'3 COLUMN CONNECTIONS
ALLOWABLE SPUCE
LOCATION
SPLICE LOCATIONS FOR OPEN LATTICE AWNINGS
LATE
3"X 8"X .042" ALUM. BOX BEAM
ON 3"X 8"X 12 GA. STEEL
"C" BEAM HEADER
LATTICE OVERHANG 16" FOR
1 1/2"X 1 1/2" OR 18" FOR
2" X 4"--)
VIEW
LATTICE: .018 X 1 1/2 X 11/r 0 3 1/r
OR i' O.C. OR 2X4®6" OR 8' O.C.
NOTES:
1. THIS STRUCTURE MAY NOT BE ENCLOSED WITH
OPEN LATTICE.
2. FOR GENERAL NOTES SEE DWG 035003 SHT. 1
OF 16 AND 2 OF 16.
3. FOR ALTERNATE EAVE.ATTACHMENT OF RAFTERS
SEE DETAIL 'C' OF DWG. NO. 35003 SHT. 3 OF 16.
4. FOR SAFETY STAKE AND ABSCO ANCHOR DETAIL
SEE DWG. NO. 35003 SM. 11 OF 16.
S. MAX. HEADER OVERHANG = 409 OF COLUMN
SPACING FOR UP TO 16' PROJECTION.
6. DESIGN PER U.B.C. 1991 EDITION.
7. FOR RAFTER HANGER, HEADER TO SIDEPLATE OF
COLUMN CONN., RAFTER TO HANGER AND COLUMN TO
FOOTING OR SLAB ATTACHMENTS, SEE DWG. 035017,
SHEETS 5, 6, 7, AND 8 OF B.
Bn'kT'� 0
OPT. 3 1,12" COI
SLAB— SEF NI
X15 ON DWG.
SHT.. 2 OF 16
EXP. 3.31 9 x;a
�fl'Ll. Z
FOF CAV v
Irk" I i
24" MAX_
O'HANG--6"
MIN. O'HANG
5
8'— MAX.
COLUMN HT.
LAGUNA-TYPE OPEN
LATTICE STRUCTURE
DATE P.EvIS10NS ITALUMAX
Y t °° 30
11651 OaOas Parkway, 5vite 3}0
BUILDING PRODUCTS INC. Colics, T.. 75240-7478
fuF IC90 ES EVALUATION REPORT NO. 2621P
NONE OR rnaTATvou LATTICE PATIO STRUCTRURE .
W�.VE 10, -20 & 30 PSF 70 & 90 NPH WIND SPEED
a 5/31/91 pp.c�o 35017 HUT 2 OF ✓f
f.. R
`T�;°,� yp(yi� `gyp• Cp4t! apiE55/pq,�,�Ess
AT�v!t GlNft
BFIICE 00%0r8M p • • N o• <r Z N0. 6m
cluLimilcwuLMAN 34977 eRLlCE a =,
`b, 23911 W su�haF "' GTIILll1lAll z 3 = 6267�m
�� � �� d CIINI �'► �bs:�"1E�``Q•' . 4 27, f,9
Oc µN •�'lo�"�li~ ~�� D. CIUt
SCHEDULE FOR ATTACHED LATTICE PATIO STRUCTURE - 10 PSF - 70 AND 90 MPH
_ IUF>ER MAXIMUM COLUMN SPACING AND FOOTING SIZE FOR �'X 8" ALUM. BOX BEAM HERDER
COLUMN S'ACRIG ds FTC. SIZE IN. SLOPETD12ST'R'L0 �110E
PROJ- UTAARY RA p �ACMG 2- 7X 6 1/tX .029r WADR SX 6X .O3d HEADER X 8'X 0.036 F1F/1DfR � rX 8'X OJf4f HEADER � BTU TX 6X 12 CA SiL •C BEJW SEE SC1T]I I FOR SZE ALTERNATE ".STt
ECT10N MUM = 21 0 C. COLUABI SPACING FOOTING COLUMN SPACING FOOANC COLUMN SPACING FOSZE COLUMN I WjF [FOOTING BEWD #CONNECT� COLUMN # SPACING FORM AOR 3XCTE
ON SLA N OQT G SIZE N yAB s FO01 C S17E OR SUB # N G ON SLAB # N FOOPC
r x r ALUM. COLUMN x6 t/t ALU5• tX6 1 tXD2f a-5 t0' -T d=21' S-11" B• -If d=2d la -d to -9• d=21' 12'-7' 12'-f Id -21' 6 *# 13' -NF 3a -d d=29' ALIERlATE 4 x 4 0.F. PLATE- u11R
l0' 1 tI000 POST 2 X 6 D.F. S
12' 6' 2rX6 t fl.02d -6 9'-6 d=2f8'-t e' -t d=2d 9'-1d 9' -td d=?t tf-C 11'-6 d=2f 8 ## tf-4• 30 d-�Y OPT. 3 i/2' CONC. SLAB
14' T 7X6 03d 8-1d - = T -t T -t d=2f 9'-1' 9'-1• d=tt T -d IO -T d=2f 8 ## W-9• 30'-O' d�ir
8'-r d=ZS 6' r 6'-4' d=21' 8'-s 8' 6 d=2J W-6 9'-1d d=24• 6 ## 8'-6 ZB-8' d�4 SIIFETi STAKE OR ABESCO-�L
16' e• rX6x..036 a -S _ ANCHOR 48TH CONCRETE
18' Y rX6x.04d 7'-B 7'-T d=2r 5'-7 S' -T d=21" T-6 8'-Q d=2S T ->r d=2 8 ## 7'-7 27'- d=3 FOOTING TYP, OR FOOTING
20' 1a Sx6X.114t 6'-1d 7'-S d -2s 5'•4i 5-d d=21' 6' 107 T-7 4=24' 6' -td e' -1d d=z6 8 #* i, -1d zs'-fi d=36 NiDIDUT ANCHORS _51DE VIEW
, 'ON SLA(r ALSO INCLUDES ATTACHED COLUMN TO SAFETY STAKE OR ABESCO EARTH ANCHOR ALTERNATES. SX Ir ALUM. BOX BEAN DR
4)TWO COLUMNS MINDIUM REOUIRfD 2 GRADE W000 HEADER MAY BE SUBSTT1lI1ED FOR r x B ALLAN.
- 4•xl( DOUGLAS FIR - LARCH % 3X IrX 12 CA STEEL •C* BEAN HEADER
4FADER USE COLUMN SPACING FROM r x 6' x .042 ALUM. HEADER.
. OPT. ALTERNATE 'Ir (Ili" ROOF PANEL) ®J Y
2'x6 i/Zr OR rw RAFTERS = ALTER'A SHALL CONSIST OF 18" -OP ALTERNATE .A °R 0 .
SEE $�j ULE FOR SIZE ROOF PANELS, PLACED PARALLEL TO j• � R o ��
ALTERNATE 2-2'x6 1/2' STRUCTURE ATTACHED W/2 #10 (18 ROOF PANEL) �'-24'
HEADER IN PLACE OF SMS TO RAFTERS. O'H MAX.
HEADER ALT ° SHALL CONSIST OF 18" ROOF LATTICE OVERHANG 16" FOR I o HANG -E
�� ��\\ jXIr EA � P0� 1 1/2' X 1/Y OR IIr FOR MIN. O'HANG
AMD PANEL PLACED PERPENDICULAR TO
�\\.� r x r POST STRUCTURE AND ATTACHED W/2 #10 SMS x a'�
TO BLOCKING.
LATTICE: .018 X 1 1/2 X 1 1/2' ® 3 1/2"
\ ALTERNATE 2-2• X 6 1/2' HEADERS.QR .T O.0 OR 2 X 4 ®G ORB" O.C. Tc" S� V, 8'-0" MAX.
NOTES:
COLUMN HT.
IE A2q 1 D COIUUNNGSI�E�TF�S W/9' AND 10' 1. THS LATTICE A RE MAY NOT BE ENCLOSED WITH
ALLOWABLE SPLICE 1H5 RE91) 3 u%Ug 70, c 2. FOR GENERAL NOTES SEE DWG #35003 SHT. i
OF 16 AND 2 OF 16.
3. FOR ALTERNATE EAVE ATTACHMENT OF RAFTERS
SEE DETAIL 'C' OF DWG. NO. 35003 SHG. 3 OF 16.
4. FOR SAFM STAKE SEE DWG N0. 003y SHT EI TCDD ANCHOR DETAIL
aro
FOR I 1 PRrCIlOJI5. MAX. HEADER
OVERHANG PROJECTIO
N AND A D 337. OF
UP 0 �1.
COLUMN SPACING FOR 17'-20' PROJECTION. OPT. 3 1/2' CON
6. DESIGN PER U.B.C. 1991 EDITION. 5LA8- SEE NOTE 16 �1 a LAGUNA—TYPE OPEN
7. FOR RAFTER HANGER, HEADER TO SIDEPLATE OR ¢15 ON DWG. 135003, d' d , LATTICE STRUCTURE
COLUMN CONN., RAFTER TO HEADER do COLUMN TOiT. 2 OF 16 Q�a
SPLICE LOCATIONS FOR OPEN LATTICE AWNINGS FODIINC OR SLAB ATTACH. SEE DWG. N0. 35017, SHTS: 6, 7, AND 8 OF 8.
FStOFES$/0� DATE REVISIONS
c�iW..4Ath `...
W a
NO 13857
°C Exp. 31 7 ::•
sr,9 CTVIL �/
it
SOF CAL1�
.sem i �iF aJ N4 �;.'t t1Yir:s d" ``tQ29
Ot daoe ''s D. m �j4o. �.� Z Ne 8794 =� •%.+
was eo.aMM . tAMN t 34971 SM LO 6267:
n. Ana
to
.4
A Wol id RAds
VALUMAX of
11651 Dallas Parkray. Su$e 330
BUILUINU NRUUUt'.P5 INC. Mlhn TP. 7 5 7 4 0-7676
ATF LC.B.O. ES. EVALUATION REPORT NO. 2521P
NONE OR p�ATIALI$D IAnCl PATIO SIRUCRMB
`u.WE - 10. 20. 6 30 PSF - 10 U 90 MPH MUNO SPEED
k r 0 xwiv E1'--
5-31-9) OP�on`Ro 35017 1 DF 8
l
SCHEDULE FOR SINGLE SPAN ATTACHED CA aLEVERED LATTICE PA110 STRUCTURES - 20 & 30 PSF LIVE LOAD - 70 & 90 NPH
u 11IJOiluY YA®NN l=Immr 9ZE RECumm COLUMN SIZE REcom
RAPIER G WITH MAMM COUINN HE1M wywuN CODUUI Hmw
LOAD RAFTER LOAD PRWECRON SPAN OVB*" 3: EPI( 12 CA
1 T
M. (1 411 (clOet SPAn) (uatl><mi SIM •C fb16T. ,ION rl/ n 1NOR-CON- Er -7 . 11'-v
®ffrrymFri
�Ii�C�iii�3■�$ifFi?i'iomiK f�fiIiiZl
��'Fit7 [D �ffi fir �� iffiii [f "l�7 iti�i LTi �L
• NOTE ALL FOOTINGS ARE DESIGNED AS FREESTANDING AND LISTED AS WIDTH (W) X DEPTH
<. PROJECTION = CLEAR SPAN + CANTILEVER.
NOTES;
1. THIS STRUCTURE MAY NOT BE ENCLOSED.
2. FOR GENERAL NOTES SEE OWC. 035003,
SHTS. 1 AND 2 OF 16.
3. FOR ALTERNATE EAVE ATTACHMENT OF RAFTERS
SEE DETAIL •G" ON DWG. 035003, SHT 3 OF 16.
4. MAXIMUM HEADER OVERHANG = 30% OF COLUMN
SPACING.
5. DESIGN PER U.B.C., 1991 EDITION_
6. FOR RAFTER HANGER DETAILS, RAFTER TO HEADER
CONNECTION SEE DRAWING 035017, SHEET 6 OF 8.
7. FOR COLUMN TO HEADER CONNECTIONS
SEE DETAIL 7'X 8--1 DRAWING 035017 SHT. 8 OF 8.
tri p. Clw
JIM
0� • N
gn+= rum L m t • 91971
22921 aAnor
AL R *
.017'X1 1/2"X1 1/2"
LATTICE(TYP.)
MAX. RAFTEROVERHANG• moi'%ice j%�
• � ��%%��/-%%!ice\ ` � ti_�'/�1\
JC'`1U MAX. COLUMN
�c1.5
FF Oh�h"FgOFST<
OP7.3SLAB 1/27 CON .. 3`S0 SSE S O
' '4/C Sd�j� GSE �F.O 2 G
FOR FOOTING SIZE SEE
SCHEDULE A80VE ��. �3 LAGUNA - TYPE OPEN
NOTE: ALL FOOTINGS ARE oQ� LATTICE STRUCTURE
DESIGNED AS FREESTANDING.
rye
VAN� c^2
DATE REVISIONS
A GNaeo d q fobi1
I'Aw
14651 Callas Pc*T SuOe 330
fibs. 7•. 75240- 17•
N0.13857 AA.-ri
BUILDING PRODUCTS INC.
EXP. 3-31 7 `0%
' AIF CE30 ES EVALUATION REPORT NO. 2621p
IVIV N-
N0t1 O� P�TATgCHED IATTICE PATIO STRUCTU10iS - 10. 2Q--&
��
a 3o PSF - 70 rt 20 NPN WRQ SPEED
CAT\E�
1-91 SHEE
Nl14BER 35017 4 OF 8
its
;6267° eYi
v
J� y Mc�1A�0
SCHEDULE FOR ATTACHED LATTICE PATIO STRUCTURE - 30 PSF LIVE LOAD - 10 & 90 MPH
fir O.C. 12d O.C. 122' O.C. 124- O.C.
FOOTING
• 'ON SLAFr INCLUDES ATTACHING COLUMN TO SAFETY STAKE OR ABESCO EARTH ANCHOR.
•• THREE COLUMNS MINIMUM REQUIRED.
*;+ 2 COLUMNS MINIMUM.
ALUM. RAFTER -f 3 X U ALUM HEADER
SEE SCEDULE FOR SIZE QR 3- X 8' 12 CA. ISTING
C" BEAN HEADER STRUCTURE
3" X 3' ALUM. COLUMN PXX5 1/2' ALUN. SIDE -
ALTERNATE 4 X 4 D -F.
WOOD POST
OPT. 3 1/2' CONC. SLAB---�,
ANCHOR WITH AKEONCRETE �' SID E
FOOTING TYP. OR FOOTING
WITHOUT ANCHOR
REQ'D 3 COLUMN CONNECTIONS
ALLLLOOCAAT
LOCATION
SPUCf LOCATIONS FOR OPEN LATTICE AWNINGS
FOm c
3"X 8'X .042" ALUM. BOX BEAM
ON 3"X 8"X 12 GA, STEEL
"C" BEAM HEADER
LATTICE OVERHANG 15" FOR
1 1/2"X 1 1/2" OR ITFO/
2" X 4"-1
VIEW
LATTICE: .018 X 1 1/2 X 1 1/2' 0 3 1/1'
OR7D.C.OR2X406' OR8"D.C.
NOTES:
I. THIS STRUCTURE MAY NOT BE ENCLOSED WITH
OPEN LATTICE.
2. FOR GENERAL NOTES SEE DWG #35003 SHT. 1
Of 16 AND 2 OF 16.
3. FOR ALTERNATE EAVE ATTACHMENT OF RAFTERS
SEE DETAIL ' OF DWC. NO. 35003 SHT. 3 OF 16
4. FOR SAFETY STAKE AND ABSCO ANCHOR DETAIL
SEE DWG. NO. 35003 SHT. 11 OF 16.
S. MAX. HEADER OVERHANG = 409. OF COLUMN
SPACING FOR UP TO 14' PROJECTION.
6. DESIGN PER U.B.C. 1991 EDITION.
7. FOR RAFTER HANGER HEADER TO SIDEPLATE OF
COLUMN CONN., Wb TO HANGER AND COLUMN TO
FOOTING OR SLAB ATTACHMENTS, SEE DWG. 135017,
SHEETS 5. 5. 7, AND 8 OF 8.
�f l O• ��
601i`�4 MICE
� eoigr� - • O. m t�N o. �� Z
�Ilw, �IALLMAN Or • 34971
UANOF•
-4
pZ4FF\B x�"
44q
gyp F. ST
OPT. 3 112' CONC--? Y ' I
SLAB- SEE NOTE 1
115 ON DWC. J35003,
SHT. 2 OF 16
24' MAX.
O'HANG-6"
MIN. O'HANG
\I
T-MAX.
A hmi COLUMN HT.
If.
LAGUNA—TYPE OPEN
d LATTICE STRUCTURE
DATE REVISIONS / •Lu
mm -
BUILDING PRODUCTS INC.
MON UY: ICBO ES EVALUA
['I:
D
;M = �6ZHRUM
14
A Oe®m of Ung I * , PMOA bL
14651 Dallas Pmkxay. Sulk 330
Odtm. T.. 75240-7178
NONEoR.—ArTTACHED IArnCE PASO
�t
O. CHALLMAI4
.5017 6 sw
35017
OF 6
1
6- 18 SMS
I RAFTER HANG RCH
� 4-18 SMSr�
EACH RAFTER L
�'- -- HANGER
2-114 SNS
ti04
15/16' i 2 \��
BRACKET USED W\f X 6 1/2" RMTRS BRACKET. USED W/3'X8' � RAFTERS
9 16'X 20 GA STL STRAP, BEND AS SHOWN e x 2 t/Y qrs FOR t t/Y m Y 1/f Oyk P1AS11C
/ uuTxE- Ye x 5/r m Rm 4. PLUG
.20 GA. STL. STRAP —� IMH uT9CE Will t/Y PLASM
RAFTER HANGER
RA4 #8 SNS BOX
2 SIDE 110 SMS REQ'D La1110E SE ON
o 2-�14 2 FOR 10 PSF L L UN. RAFTER
o :' SNS 3 3/t'!' ° 5 7/16' 3 FOR 20 PSF LL SM5 INTO
HEADER t c 4 FOR 30PSF LL I ATTICE TO RAFTER CONN. BOX SECTION
1 9/16r - `I I— NOTE USE PLASTIC PLUG TO FILL 1L2� DIA.
LOCKING HAN ACCESS HOLES USED, WHEN AI NG
TER TO HEADER CONNECTION
S.M.S. INTO ANOTHER BOX SECTION
IN WrICH
2- 18 SMS THE SMS LENGTH WOULD EXCEED 2 1/2.
2-18 SMS EACH SIDE PLASTIC PLUG DETAIL
Y'X6 1/2" RAFTE rX6 1/r BLOCKING SIDEPLATE
ATEll't') RE
NOTE BLOCKING MUST BE INSTALLED IN CONJUNCTION 5 1 SIDEOPINEE FAtH IDD
WITH RAFTER INSTAUAMON. 31X 8' HEADER 5 OF COLUMN
BLOCKING TO RAFTER CONNECTION
ALUM. ALUMFASCIA FRONT FASCIA 6- 114 SNS 3"
RAFTER*ALUM. RAFTER SIDE FASCIA EACH S
3"X T ALUM
0.2- 18 SMS 2_ #8 SMS COLUMN -r--T_
2-8 SMS X 1' X T X 0.054 ''
ALUM. CONNECTING 6- 14 SMS
1" X 3' X O.D 0" ANGLE Aww, SIDEPLATE TO HEADER
ALUM. CONNECTING 2- #8 SMSCO N CTION D AILS
HEADER 8- 14 SMS ANGLE.
�(,4 EACH SIDE) .CONN. AT RAFTER CONN. AT CORNER HEADER SPLICE MUST BE
1/2" DIA PLASTIC FASCIA CONNECTIONS t /-CENTERED ON COLUMN
PLUGS - SEE UETNL
SID�ER! THIS SHEET. 3'X3' COLUMN
-r oT SIDEPLATE SIDEPLATE - 114 SMS, 4 EACH
4- 114 SMS ' ; s 1�2' DUl P1ASi1 SIDE OF COLUMN FOR
X AWM. I X6 1/27 SIDEPLATE- PLOCS SIDEPLATE CONNECTION
2 REQUIRED ONE EACH CONC. SLAB OR �JSIDE OR ALTER.
COLUMN 4- 114 SMR SIDE OF COLUMN FOOTING . ALUM. SIDEPLATE TO COLUMN
AWN, SIDEPLATE TO HEADER CONNECTION DETAIL 2- 5/16" 4 BOLTS
CONNECTION DETAILS
Or 2"X6 1/YX.02s" SIDEPLATE
kEMER IONE EACH SIDE OF COLUMN
8- 114
Y X3'
orf
�+MA - • Q�LWIAN •
43921
K
QapTr1ES$I
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IW�6714■
34W• y 111T IL
• ahw �R111iANup4 of
2- 114 SMS
EACH SIDE
3' X Ir
2- 2'X6 1/2" SIDEPIATES
ONE EACH IDE OF
COLUMN
DESIGN PER UAL, 1991 H (TION
DATE I REVISIONS
HEADER SPLICE DETAIL
IFALumm
BUILDING PRODUCTS INC.
AfiI ICBO
WE ORl.,
X 3' COLUMN
A Wim 41 ARM I*dcgW k3*ft In
Masi S2 0-7178 SJO
X31-91 �r°nR,ue 35017 I
OF 0
RAFTER TO HEADER CONNECTION BRACKETS
ALUM. 6063-T5 t=.04 6-18 SMS EACH OOD LEDGER- 2 X DEPTH
1 SBLOCKING HANGER,
2- 8 SNS -
EAC SIDE
- #14 X 4 3/4" WOO
"SC
3.d EXISTING 16"OR
C.
103.STRUCTURE ALT. SIMPSON HANGER
9
SHOWN U26R PER I.C.
BLOCKING HANGER 2- 18 X 1"SCREW ES. EV. 11258
(ALUM. 6063-T5 t=.04d) EAC SIDE ALTERNATE RARER TO WALL CONN.
T X B' HEADER 5 1 T 5"
9 16'X 20 GA STL STRAP, BEND AS SHOWN e x 2 t/Y qrs FOR t t/Y m Y 1/f Oyk P1AS11C
/ uuTxE- Ye x 5/r m Rm 4. PLUG
.20 GA. STL. STRAP —� IMH uT9CE Will t/Y PLASM
RAFTER HANGER
RA4 #8 SNS BOX
2 SIDE 110 SMS REQ'D La1110E SE ON
o 2-�14 2 FOR 10 PSF L L UN. RAFTER
o :' SNS 3 3/t'!' ° 5 7/16' 3 FOR 20 PSF LL SM5 INTO
HEADER t c 4 FOR 30PSF LL I ATTICE TO RAFTER CONN. BOX SECTION
1 9/16r - `I I— NOTE USE PLASTIC PLUG TO FILL 1L2� DIA.
LOCKING HAN ACCESS HOLES USED, WHEN AI NG
TER TO HEADER CONNECTION
S.M.S. INTO ANOTHER BOX SECTION
IN WrICH
2- 18 SMS THE SMS LENGTH WOULD EXCEED 2 1/2.
2-18 SMS EACH SIDE PLASTIC PLUG DETAIL
Y'X6 1/2" RAFTE rX6 1/r BLOCKING SIDEPLATE
ATEll't') RE
NOTE BLOCKING MUST BE INSTALLED IN CONJUNCTION 5 1 SIDEOPINEE FAtH IDD
WITH RAFTER INSTAUAMON. 31X 8' HEADER 5 OF COLUMN
BLOCKING TO RAFTER CONNECTION
ALUM. ALUMFASCIA FRONT FASCIA 6- 114 SNS 3"
RAFTER*ALUM. RAFTER SIDE FASCIA EACH S
3"X T ALUM
0.2- 18 SMS 2_ #8 SMS COLUMN -r--T_
2-8 SMS X 1' X T X 0.054 ''
ALUM. CONNECTING 6- 14 SMS
1" X 3' X O.D 0" ANGLE Aww, SIDEPLATE TO HEADER
ALUM. CONNECTING 2- #8 SMSCO N CTION D AILS
HEADER 8- 14 SMS ANGLE.
�(,4 EACH SIDE) .CONN. AT RAFTER CONN. AT CORNER HEADER SPLICE MUST BE
1/2" DIA PLASTIC FASCIA CONNECTIONS t /-CENTERED ON COLUMN
PLUGS - SEE UETNL
SID�ER! THIS SHEET. 3'X3' COLUMN
-r oT SIDEPLATE SIDEPLATE - 114 SMS, 4 EACH
4- 114 SMS ' ; s 1�2' DUl P1ASi1 SIDE OF COLUMN FOR
X AWM. I X6 1/27 SIDEPLATE- PLOCS SIDEPLATE CONNECTION
2 REQUIRED ONE EACH CONC. SLAB OR �JSIDE OR ALTER.
COLUMN 4- 114 SMR SIDE OF COLUMN FOOTING . ALUM. SIDEPLATE TO COLUMN
AWN, SIDEPLATE TO HEADER CONNECTION DETAIL 2- 5/16" 4 BOLTS
CONNECTION DETAILS
Or 2"X6 1/YX.02s" SIDEPLATE
kEMER IONE EACH SIDE OF COLUMN
8- 114
Y X3'
orf
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43921
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EACH SIDE
3' X Ir
2- 2'X6 1/2" SIDEPIATES
ONE EACH IDE OF
COLUMN
DESIGN PER UAL, 1991 H (TION
DATE I REVISIONS
HEADER SPLICE DETAIL
IFALumm
BUILDING PRODUCTS INC.
AfiI ICBO
WE ORl.,
X 3' COLUMN
A Wim 41 ARM I*dcgW k3*ft In
Masi S2 0-7178 SJO
X31-91 �r°nR,ue 35017 I
OF 0
HEADER
2 1/8-
°O FOR 'r
SEE
SCHEDULE 2 3/8" .1,1
.01 B"
ca --
RAFTER
LATTICE
ALUMINUM ALLOY 3006 H391
TYPICAL
2-#88
1 1/19r WOOD SCREWS
OR 2-�10 SNS INTO
METAL o
2-18 SMS
EACH SIDE I' TYR
2-f8 SNS.
EACH SIDE
= Q '
OR .046"
COLUMN
L- 1.97 F T X 6 1/2' RAFTERS
2.9f ] r X Jr. RAFTERS
SPECIAL ROUGH LUMBER SIZE SIMPSON JOIST 1
HANGERS MODEL U2R FOR 2" WIDE RAFTERS
& MODEL U36 FOR 3" WIDE RAF-TERS OR 2-110 X 1 3/4" woW
APPROVED EQUAL. SIMPSOM PER I.C.B.O. u� O 2-110 SNS
E.S. EV. 1258 Co
AFTER HANGER RAFTER HANGER
(ALTERNATE FOR WOOD RAFTERS)
• E .
J
s34 971 .
t5
1.25 TS" 1.25 RAD. 1.25 .75 OPT_ 3/4' THFANAX INSUL BOARD
' x•75 3'7 PER ICBG EVACUATION REPORT
1= 016' 1g NO. 3223. WAY NOT BE USED
WHERE 1B PANELS ARE USED TO
4-f10 SNS FOR twfNctmD STRUCTURE. RESIST LATERAL LOADS.
4
4-114 SNS FOR ENCLOSED SIRUCNRE
IIP ROOF PANEL TO LEOrER
ATTACHMENT REQUIREMENTS : UNENCLOSED - 2-110 SNS
18" ROOF PANEL (SUPERCAP) ENCLOSED — 4-114 SMS, 2 SETS
OF 2- 10 SMS 0 15 O.C.
2-1/4" 0 X 2" BOLTS WHEN NOTE: OR 2- t4 SMS.
USING ABESCO ANCHOR OR FOR 6"•ROOF PANELS INFO.- SEE
1-1/2" 0 HILTI HDI EXPAND. OWG. #35003, SHEET 3 OF 16;
BOLT OR APPROVED EQUIV. ON DETAIL "A'
SLAB (FOR ATTACHING TO FOOTING SEE DETAIL."D"
2-51135003,
SEE BQLT 35003, SEHT.L10 OF 16) 0Hr.D3GOFW.#16.
XI$ " OF REFER. DETAIL 8"
2 V4 r LL ON DWG. 35003 11
SHT. 7 OF 16- OR ALYER ALUMINUM. SHINGLE
2 t/4" CONN. BRACKET SEE DWG. (ALSO CALLED DECORATIVE PLATE)
#35019, SHT. 7 OF 8 3003 H-14 ALUM. ALLOY
STEEL CONNECTOR FOR ALUM.
COLUMN CONNECTION
t=.094' ASTM A-446
F -40 KSI.
2-1/4' BOLTS OR
1/2-HILTI HDI
FXPANSION BOLTS
OR APPR. EQUAL
=[:
DESIGN PER U.S.C., 1991 ff8T1ON
No. 13857
EXP. 3_31-9
OF
/2" BOLT
DATE I REVISIONS
LpfES
o st a►�'• �+
OL Sm
+W ;
a n :6167' c�;E
r �
#8 X 1 1/8" WOOD
SCREW OR #10
SMS INTO METAL
® 16" O.C.
SMS INTO LATTICE
LATTICE WALL
LEDGER CHANNEL
COMPONENT PARTS
TALuMAX A � d Aucm kwq, Suite.
s me
11651 Dallos Pakwa� Suite. 330
BUILDING PRODUCTS INC. Was. T.. 75240-T478
A AAF CBO ES. EVALUATION REPORT NO. 2621P
NONE vaMEm 10 20 At go"KF-70 Ar 90 NPH W S
WIN SH__,
35017 S OF 8
C
• y
�
D. CFIALt_IIRAk
`moo aP� e�1 9 55087
27. � — l - O F U. oA, 4Fof�y,�a �,�c•
D.Fps+oNAL
'
•75 5" 75" B- jj14 SMS
'
EACH SIDE PLATE
75 5" 75"
8- #14 SMS
EACH SIDE
3"X Ir HEADER �� 2- 2"X 6 1/2"
5
SIDE PLATES
2.3
2.3'
16- #14 SMS 2- 1/4"
2.3
-LAYOUT SIDE PLATES
2.3
2.3
PER 3"X 3" 1/4" FILLER
SIDE
2 3
COLUMN I EACHN
- 2- #14 TEK
ONE EACH SIDS.
3'X 8"X 12 G0.
STEEL "C' BEAM
W�2- jj14 TEK
11X 3"X .06 0 0
ALUMINUM I 10- #14 TEK
ONE EACH
0.060"
2- #14 TEK 6063-T6 5 EACH SIDE
12- #14'S
SIDE
ALUM. 6063-T6
ONE EACH 4.- ON. EACH
1"X 3"X .06"X 0'-2 3/4"
BRACKET
SIDE SIDE
j
3"X' 3"X .040"
ALUM. 6063-T6
'
I
COLUMN 3 1/2"
10-#14 TEK 1^
ALUM. COLUMN
3 1/2"X 3 1/2
5 EACH SIDE STEEL COLUMN
STL. COLO.MN
13
2"X 6 1/2"
ISI i
j
X .024" SIDE PLATES
2-2"X 6 1/2"
2- 2"X 6 1/2"
X 024" SIDE PLATES
X .024" SIDE PLATE'S
DQAIL 3"X 8"-l"
16- #14 SMS FOR ATTACHED STRUCTURES
8 EACH SIDE PLATE WITH FREESTANDING FOOTINGS
COLUMN TO WRAPPED 3"X 8"X 12 GA.
o •"C" BEAN HEADER CONNECTIONS.
- #14 TEK
6- #14 SMS PER 4- (ANGLE)
PER 4 (ANGLE) 3"X 3"X .04" ALUM. COLUMN
DETAIL 3"X 8"
FOR- ATTACHED STRUCTURES
-:`:o.1JE51
`f'r Cull �Q • Y
qlf OF CAI��Qi
Y.
3" X 8" BOX
BEAM WRAP
X 8" X 12 GA.
BEAM
3" X 12"X 12 GA. STL. 'C" BEAM
WRAP W/ 3"X 8" ALUM. BOX BEAM
DESICN PER Ulf-, 1991 EDITION
DATE REVISIONS 1I111
VALUMAX
14651 Dahl Portsp� Suite 330
BUILDING PRODUCTS INC. oat- h. �51.o-7i7e
o IUF ICBG ES EVALUATION REPORT -NO. 2621 P
NONE 3'�°,,,ATIAM 1AT110E PATIO SMUCWM
—111 10 TD, 7c 10 PSF — 70 & 40 NPH W.S.
r ,,a,; 35017 �8 OF A
g�e �
REGis�R � p. Cil,�l pFESSJp Ets14V ,�
��ctt 6096 Yo BRl1CFV �J �pF/� Q! �< Ar NWNF
N0- F Z W N� 6794 Z Y ? ,• .. 1074
i1AllNWN Az 0 34971 0- BR= 0. O' =6267'
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5. n
r,
ILA
® 0
"
8- 110 SNS EACH 23/4X9"X7GA 4- 114 SMS- 2 EACH
SIDE .
I -7'X 8' ALUM. HEADER---) STRAP EACH SIDE OF XX 8" ALUM. HEADER- 1 SIDE OF SPLICE �2- 2X 6 .1/2" ALUM.
I I I
r IYP. 9 r
'T STRAP 7 Ga 4 12" 2"X s 1/2"X .024" e 0 1/- 4- �!14 SM
EACH RIDE OF ALUM, SIDEPLATES J 3- #14 SNS 0 4- #14 SNS EACH i EACH SIDE S ALUN.
HEADER. STEEL " 3'X ALUM COLUNN 1 i EACH 114
51DEMS S EACH 510E OF SIDE OF COLUNI r �S X 6 1/2" ALUM. COLUMN
F - 33 ksi —
Y —6- {(10 SMS EACH �� X TAlUM. 3"X 3" ALUM. SIDEPLATE
]!WITHOUT SIDEPLATES SIDE WITH SIDEPLATES WITHOUT SIbEPLATES COLUMN SPLICE DETAIL COLUMN WITH SIDEPLATES END VIEW
ALUM. COLUMN & HEADER - COLUMN CONNECTIONS EOR ATTACHED AND FREESTANDING DOUBLE 2" X 6 112" HEADER CONN.
CONNECTIONS WITH SOLID ROOF COVERINGS
1 3/4 4�X 8 (3 1/2"X 7 1/2") 2 3/4"X 24"X 7 GA. STRAP 4x8 (3 I/2"x 7 1/2')
2" WOOD HEADER EACH SIDE OF HEADER WOOD HEADER
4X a (3 1/2"X7 1/2') _
O14'
3 1/ MIN. __ WOOD HEADER 4"
1/2'6 BOLTS 4' I
O_ r TYPnz. a J
- - I e 2-1/2' d STL BOLTS 4X 4 WOOD
3 /2"
4- 1/Z' 4 i si S S 4X 4 {3 1/2"X 3 1 2) 2 1/Z" m BOLTS �
0 16d NAILS ® 2" O.C. S COLUMN
BOOLTS ' WOOD COLUMN
EACH SIDE \c
2X 6(1 1/2'X5 1/2") 3- 1/2" 0 BOLiS 2X 6 (1 1\2'X 5 1/2") `
4 X 4(3 1/2'X 3 1/2") WODD SIDE- END VIEW WOOD SIDEPLATE WITH SIDE: LATES WITHOUT SIDEPLATES
WOOD COLUNN PLATES EACH SIDE
WITH SIDEPLATES WOOD ALTERNATE FOR DOUBLE
2X 6 WOOD SIDEPLATES4X 4 WOOD 2 X 6 HEADER CONNECTIONS
NOTES: FOR COLUMN TO COLUMN
FOOTING CONNECTION SEE -- _ 1"1/2" 0 STL c WITHOUT SIDEPLATE
DETAIL'UIP ON DWG: 135003, - -- BOLT
SHT. 10 OF 16 FOR SCHEDULE.
COLUMN CONN Q FOOTING
WOOD ALTERNATE COLUMN CONNECTIONS FOR ATTACHED AND FREESTANDING STRUCTURES MICH PER U.B.C., i091 EDIOON
DATE REVISIONS 'pA�UMAX
•' ......� ��('':� 1 � d !berm foDricated Prodrk to
��::.'. `Ir Cr . r • ; 11651 Dallas Pah■ Suite 330
BUILDING. PRODUCTS INC. Oa tot. is 752.0-7%i7&
Exp.331- 7 aE C80 ES. EVALUATION REPORT N0. 2621P
1 : pR PART ATTACHED LATTICE PATIO STRUCTURES
l Cly 1t ? NONE "AW 1 3
gIEOF CAVE 5-31-81 oR PAai 35017 —7 -OF 8
`fUM8£il
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