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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
•50131 CG i ixi3- � )31314'20(
f �1
,Date Signature of ContractoF !R !4'+
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 exclusively contracting with licensed
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:
Carrier Policy No.
(This section need not be completed if the permit valuation is for $100.00 or less).
()d I certify that in the performance of the work for which this permit is issued,
I sliall 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 those provisions.
die:
.� — _ jAPPlicant ,..l
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.
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is performed under or pursuant to
any permit issued as a result of this applicaton agrees to, & shall, indemnify
& 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.
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 propertytfor inspection purposes.
Signature (Owner/Agent) Date 72
BUILDING PERMIT PERMIT# ; ..
74A`1
DATE VALUATION LOT TRACT
07/23/1" $2,979.211
JOB SITE
APN
ADDRESS 7FI-"41;.ON1000URT'
OWNER
CONTRACTOR/DESIGNER/ENGINEER
MIKE 1113APN
ROBER1 111y1'ItAW;N1,.1000
i' -684 COMO Ct_)URT
450 RXiTHITA,
LA Qt11N' A <.'A 92253
ARCAD1A. CA 91066
(626A45-1653 C B L 0 ^11 Y2
USE OF PERMIT
2N S.F. ALOfi,►itv"W&i i.A711C1y PAT 0 CO -M (/CIK) it2621P)
21i i Alt J.A'i,M COSY Ole ("Oftiiy l•lllii. <l1�Jl\
iha � .Y..c tb `
ikk'#:RMIT F LF, SUMMARY
PLAN ('Hi,(X FEE* fill -EiXI-,43±1-318
c,oug'vllTr"'1'fnKrn-, If1l.fX0-418-0M J44fin
`:TRDNO MOTION I.1i;: - l4rSID 101-000-211 000 F 111
If 110N ANT) MAN V1114'K
l
LESS PREPAID FEE'S
SO no
IAll., NM+:itNIVI' WES 014', NOW
f
�1�i9.S,t1
RECEIPT
DATE
BY
DATE FINALED
INSPECTOR
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
0. K. to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
POOLS - SPAS
BLOCKWALL APPROVALS
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
COMMENTS:
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
IN
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
PDROVED
FOR CONSTRUCTION
r �
RF -INSPECTION FEE OF $30
WILL BE CHARGED IF THE APPROVED
PLANS
T,,Ir SITE FOR A, SCHEDULED
l,�;'ECTIO�J.
.NO EXCEPTIONS!
1
i
1
e
SCHEDULE FOR ATTACHED LATTICE PA710 STRUCTURE - 10 PSF' - 70 AND 90 MPH
RAFTER MAXIMUM COLUMN SPACING AND FOOTING SIZE FOR. 3X 8" ALUM. BOX BEAM HEADER COLUMN SPACING dr FTG. SUE !ZurncE
TRIG- TYPEI.
WIN. SLOPE.
PROJ- NWY liAf1ER SPACING 2- 1X 6 1/2'X .029' HEADER 7X IfX .030' HEADER TX EX 0.036' HEADER 7X 8'X 0.042• HEADER O HEADER 70 7X rX 12 GA STL 'L' BEAM ALUM. RAFTER --4'
/J X !i r UN AGER,
SIDEPLATE ALTERNATE 4 x DF. ,YJSTINC
ECTIONpT{ = Y4 O.C. COLUMN SPACING FOOTING COLUMN SPACING FOOTING COLUMN SPACING FOOTING COLUMN SPACING FOOTING CONNECTION COLUMN SPACING FOOTING SEE SCFDULE FOR 517£ HEADER OR 7X X 12 STRUCTURE
ON SLAB W FOOT'C SIZE N SUB t IW/FO C SIZE ON SLAB * W FOOT'C SIZE ON SLAB* W FOOTC SIZ£ REO'D f SNS ON SLAB * W FOOTC SIZE C BEAN
X 7 ALUM. COLUMN rx6 1/r ALUM. SIDE -
10' 5' 2'X6 1 1X.024• 10'-5 1D'-5 d=21' 8'-11' 8'-11' d=70' 10'-9' 1O• -y d=21' ,2'-r 12'-7' d=27 8 ** 13'-11• 37-0' d=2Y ALTERNATE 4 X 4 D.F. ALTERNATE
12' 6' 1X6 1 1X.029 -� 9'-6 d=21' B' -r 8'-? d=2E 9'-1lY 9'-10 d=1r 11'-4 11'-G d=24 8 $* 1i'-4' 3d-0 d=31' WOOD POST rPLAIE-
2 X 5 D.F. SIDE PLATE
14' 7 3'X9'X.030• 8'-1V - 7'-r 7'-r d=21' 9'-1' 9'-1' d=2r 9'-9' 10'-7' 4 OPi.) I/r CONC. SLAB
i6' B' 7X5 X..036 B'-7 8'-7 d=27 6'-4' 6'-4' d=17' 8•_7 8'-!i d=27 8'-E 9'-tU .d=24' B ** 8'-li 28'-E d=34' SAFET`( STAKE OR ABESCO—^
18' 9' 3'XB'X.04d 7'-8' 7'-9' d=23' 5'-7' 5'-7 d=21' 7'-8" 8'-U' d=27 7'-8 - d=15 B ** 1'-7 27'- d=J ANCHOR "I CONCRETE {
FOOTING TYP. OR FOOTING
20' 10' 3X5 X.04? 6'-10 7'-4• d-27 5'-0' 5' -EF d=11' 6'-111 7'-7 d=14 6'-1C 8'-10 d=26 8 #* 6'-10 25'-tt d=36' WT-IOUT ANCHORS. SIDE VIEW
+ •ON SUE' ALSO INCLUDES ATTACHED COLUMN TO SAFETY STAKE OR ABESCO EARTH ANCHOR ALTERNATES.
TWO COLUMNS MINIMUM REQUIRED. YX E ALLAN. BOX BEAN OR
- 4'xE DOUGLAS FIR - LARCH 12 GRADE WOOD HEADER MAY BE SUBSTFMFD FOR 3' x E ALUM.
HEADER USE COLUMN SPACING FROM 3' x 9' x .042 ALUM. HEADER. J"X EX 12 CA STEEL 'C' BEAN HEADER AR
r
2'X6 1/r OR 5X9" RAFTERS s OPT. ALTERNATE'S (18" ROOF PANEL) ® r
CC t ALTER."A" SHALL CONSIST OF 18" F Jeb
SEE S HEDULE FOR SIZE ROOF PANELS, PLACED PARALLEL TO +OPI. ALTERNATE 'A"
ALTERNATE 2-2"X6 1/r STRUCTURE ATTACHED W/210 (1a ROOF PANEL) ��' B:L �✓NC 24" MAX.
HEADER IN PLACE OF SMS CT RAFTERS.
7XE' HEADER WITH POST LATTICE OVERHANG 16" FOR O'HANG-6"
ALT "B" SHALL CONSIST OF 18" ROOF
AND 51oEPIATES f 1/2" X 1/2" OR 19' FOR MIN. O'HANG
PANEL PLACED PERPENDICULAR TO
7 X J' POST 2" X 4"
� STRUCTURE AND ATTACHED W/2 X10 SMS
TO BLOCKING.
\ ALTERNATE 2—r X 6 1/2' HEADERS. LATTICE: .018 X 1 1/2 X 1 1/2" ®3 1/2" SE iR 5
ORT O.C.OR2X4®ti OR 8" O.C.
E S�ti I S p'\ 6'-0" MAX.
*SIM
.p �, NOTES: COLUMN HT.
-'IRIBUfARYTMH9DTl�SLUSMINGSF00TINCSS W/9' AND t0' i' OPIENSLATTICE.RE MAY NOT 8E ENCLOSED WITH
ALLOWABLE SPLICE REO'D 3 COLUMN CONNE'TIONS ?
FOR 13' TO 20' PROJECTIONS 2. FOR GENERAL NOTES SEE DWG #35003 SHT. 1
OF 15 AND 2 OF 16. a p
3 SEE DETARNA� OFVDWC. ATTACHMENT
003FS RAFTERS
OF 16.
FEQ'D o i2 PR J cno s 4 SEE DWFOR G NO.T ODAKE 3V SHE ESQ OOAN16 0R DETAIL
5. MAX. HEADER OVERHANG = 407. OF COLUMN
SPACING FOR UP TO 16' PROJECTION AND 337. OF
COLUMN SPACING FOR 17'-20' PROJECTION.
6. DESIGN PER U.B.C. 1991 EDITION. OPT. 3 I/2' CONC. icy,
SLAB- SEE NOTES `tib �� ��, a LAGUNA-TYPE OPEN
1. FOR RAFTER HANGER, HEADER TO SIDEPLATE OR ¢15 ON DWG. #35003, RL 5G
COLUMN CONN., RAFTER TO HEADER k COLUMN TO SHT. 2 OF 16 P� G �� D LATTICE STRUCTURE
cn W MICROCATIONS FOR OPEN LATTICE AWNINGS FOOTING OR SLAB ATTACH. SEE DWG. NO. 35617, SHTS. E. 1, AND 8 OF 6. O p
J
O = 0 ESSj CAT REVISIONS III1I1��{�'ALUMAX
F ��✓a P 1 prsi�of Wmn (e5raded Frodurl 4.c.
OLLJ Q z W CITY OF LA QUI NTA Q�p NOVAN "•! 1<651 Dallas 5240.74, Suite 33D
W 2 �'�``' 0� C�`' BUILDING PRODUCTS INC. Douos, t,. 752+0-747e
LLJ
BUILDING &SAFETY DEPT. .W No. 13857
ti S O i AJF LC.B.O. ES, EVALUATION REPORT NO. 26215
1-- 0 1 - Exp.3.31-97
ING
¢ O.. S ''Q �: NONE 0,,' SfALE6 URAwARME - MCH10. M D A710 SIRULTURFS � WIND SPEED
C-11APPROVED gTFOF CNly\ F �F. 5-31-91 0R' P F MSCR 35017 Sr 1 Df
W Q CONS TION r+�w�
(n = O W •� o�Ji 0' �1 FES51 .+` CF09<
Z U BRUCE q� JCS �f<< 1 Q D� •>�esf( d5 HG1Nft y1' F�r1• JC �oFwrsy�c�i
W 60016 V O Q• F} 1) �! , --v ATE Op•. i• c(x' 'P • 4 • e
y j m N oap�NF • 4' `O Na 671 i : Y i Jc 14779 • `, m y i Z
UCFJ~ z + D. CHALLtMAn�
} 23921 STATE OF CtU1lLHAl1 '6267:
0- h— O �`' �i ROeDE' �4 Vr+ M >`•. `�.'. r+ �740�ggo w
y 3OD33
+7.r.. • FJ G p� CIYTL ,� y .1. `Q: • f 27. `A , 4'
Nµ �� of r�*o ''• C�t���rf D. CHM_ �F�.s cisme �o.�
HEADER
_ 12 1.
io
co FOR "t"
SEE
SCHEDULE 2 3/8"
� 15'
1.25" 1.25' �1" RAO. 1.25' 3.75' OPT. 3/4" THERMAX INSUL. BOARD
•75" 3.75" 3'7 PER IC80 EVALUATION REPORT
t=.018" 18" INO. 3223. MAY NOT BE USED
WHERE 18" PANELS ARE USED TO
4-110 SiVS FOR UNNCLOSEO STRUCTURE. RESIST LATERAL LOADS.
�-fl4 SEMS FOR ENCLOSED STRUCTURE
18" ROOF PANEL TO LEDGER
ATTACHM6\TT REQUIREMENTS : UNENCLOSEO - 2-$10 SNS
18" ROOF PANEL (SUPERCAP) ENCLOSED - 4-J14 SMS, 2 SETS
OF 2-'10 SUS ® 15' 0 C
RAFTER LATTICE
ALUIMINUM ALLOY 3006 H391 TYPICAL
2-#8 x 1 118" WOOD SCREWS
-1
OR 20 MS INTO
METAL o. o
2-g8 SMS
EACH SIDE
SPECIAL ROUGH LUMBER SIZE SIMPSON JOIST
HANGERS MODEL U2R FOR 2' WIDE RAFTERS
& MODEL U36 FOR 3' WIDE RAFTERS OR
APPROVED EQUAL. SIMPSOM PER I.C.8.0.
E.S. EV, #1258
RAFTER HANGER
(ALTERNATE FOR WOOD RAFTERS)
1" TY?
2-Y8 Sk
EACH SIC
rn1IIum
L= 1.97 FQ 2' X 6 1/2' RATRS
= 2.92' F0 3' X 8' RAFTERS
i1P
ITYP
c�
X ,I$ >R
0 REFER. SEE DETAIL
2 1/4' LL ON DWG 35003, I
SHT. 7 OF 16- OR ALTER, ALUMINUM SHINGLE
2 1/4' ti CONN. BRACKET SEE DING. (ALSO CALLED DECORATIVE PLATE)
1 „35019, SHT. 7 OF 8 3003 H-14 ALUM. ALLOY
STEEL CONNECTOR FOR ALUM.
COLUMN CONNECTION 7
t=.094" ASTM A-446
Fy=40 KSI.
T/ I < �)D 1 5/8 �(
2-1/4" BOLTS OR
to ^ 1/2"HILTI HDI
�?SS EXPANSION BOLTS
OR A°PR EQUAL
2-,110 X 1 3/4" W000 I F Itis 1- it
SCREWS OR 2-110 S\JS �Iti, F00. A I
INro KETAL `ti 51 a
RarTER HANGER _
STEEL CONNECTOR, FOR WOOD COL. CONN
DESICfl PER U.S.C., 1991 COMM
SCREWIOR #10'000
SMS INTO METAL
16' O.C.
#8 SMS INTO LATTICE
/2" BOLT I, ,"
'•I�� LATTICE WALL
LEDGER CHANNEL
COMPONENT PARTS
Q °\•�"Ou�Frt�' pQp�
REG,�lF � p. CHA! of
., v pp11oYAN LJ G m `SNF' •1r�' `P' �� llo. 6794 '` �� ::SATE pF.•_•Py� �' 1iT79f
w° p yeM C}{ALLMANa • 34971
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A`E�G p��F `a�, d CML .D b •.;f�.� ME•��i.: 27, �`��i�
M `
REDC't D. C11►.
4 X 2- " BOLTS WHEN
NOTE: OR 2-li4 SMS.-
\3�2-1/4"
L
USING ABESCO ANCHOR OR
1-1/2" 0 HILTI HDI EXPAND.
OR ON
FOR 6' ROOF PANELS ..INFO. SEE
DWG. X35003, SHEET 3 OF 16,
.018"
ED
N
t=.024:
IOR .040
BOLT APPROVED EQUIV.
SLAB (FOR ATTACHING TO FOOTING
SEE SCHEDULE "UU"
A
DETAIL "A° SEE DETAIL "D"
/ ON DWG. 35003,
-
2-5/16' BOLT
/
\
I I 10 OF 16)
1'$ 35003, HT.
/J SHT. 3 Or 16.
RAFTER LATTICE
ALUIMINUM ALLOY 3006 H391 TYPICAL
2-#8 x 1 118" WOOD SCREWS
-1
OR 20 MS INTO
METAL o. o
2-g8 SMS
EACH SIDE
SPECIAL ROUGH LUMBER SIZE SIMPSON JOIST
HANGERS MODEL U2R FOR 2' WIDE RAFTERS
& MODEL U36 FOR 3' WIDE RAFTERS OR
APPROVED EQUAL. SIMPSOM PER I.C.8.0.
E.S. EV, #1258
RAFTER HANGER
(ALTERNATE FOR WOOD RAFTERS)
1" TY?
2-Y8 Sk
EACH SIC
rn1IIum
L= 1.97 FQ 2' X 6 1/2' RATRS
= 2.92' F0 3' X 8' RAFTERS
i1P
ITYP
c�
X ,I$ >R
0 REFER. SEE DETAIL
2 1/4' LL ON DWG 35003, I
SHT. 7 OF 16- OR ALTER, ALUMINUM SHINGLE
2 1/4' ti CONN. BRACKET SEE DING. (ALSO CALLED DECORATIVE PLATE)
1 „35019, SHT. 7 OF 8 3003 H-14 ALUM. ALLOY
STEEL CONNECTOR FOR ALUM.
COLUMN CONNECTION 7
t=.094" ASTM A-446
Fy=40 KSI.
T/ I < �)D 1 5/8 �(
2-1/4" BOLTS OR
to ^ 1/2"HILTI HDI
�?SS EXPANSION BOLTS
OR A°PR EQUAL
2-,110 X 1 3/4" W000 I F Itis 1- it
SCREWS OR 2-110 S\JS �Iti, F00. A I
INro KETAL `ti 51 a
RarTER HANGER _
STEEL CONNECTOR, FOR WOOD COL. CONN
DESICfl PER U.S.C., 1991 COMM
SCREWIOR #10'000
SMS INTO METAL
16' O.C.
#8 SMS INTO LATTICE
/2" BOLT I, ,"
'•I�� LATTICE WALL
LEDGER CHANNEL
COMPONENT PARTS
Q °\•�"Ou�Frt�' pQp�
REG,�lF � p. CHA! of
., v pp11oYAN LJ G m `SNF' •1r�' `P' �� llo. 6794 '` �� ::SATE pF.•_•Py� �' 1iT79f
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M `
REDC't D. C11►.
s�
18 SMS EACH
TER HANGER
1 4-f8 SMS—
EACH
MS—
EACH RAFTER
H.=JI'GER
2-�,14 SYS -
1 9/16'X 20 GA. STL. STRAP, BEND AS SHOWN B X 2 1/2' SUS FOR 1 1/2' & 7' -1/2- DIA. PLASTIC
20 GA. SIL. STRAP '—�` �HIGGHICLATTiCE WIM Bi%2' P RVS TIC/PIER HANGERRATTER cEss Pwc.4-#B SMS ✓
2 EAC�i SIDE - BOX
1 7 8" 110 SMS P,EO'D I SEC' ON
0 2-7i4 2 FOR 10 PSF L.L. cALATT•CE
�� y 1 o : ' SMS 3 3/8" 0 5 7/,1,61- 3 FOR 20 PSF L.L. LUIJ. RAFTER ' I SMS INTO
DEADER 4 FOR 3OPSF L.L. LATTICE TO RAFTER CO.\N.
o BOX SECTION
1 9/i6 �I Imo- NOTE: USE PLASTIC PLUG TO FILL ill" DIA.
BRACKET USED NN2" X 6 1/2" RAFIERS BRACKET•USED W/3"X8"'Rn�iERS
RAFTER TO HEADER CONNECTION BRACKETS
ALUTA. 6063-T5 't=.04
6-78 SMS E4CH (OOD LEDGE'- 2 Y, DEPTH
-BLOCKING HANGS RAFTER
2- °8 SMS
EACIf SIDE
- y I #14 X 4 3/4" R'00
3.O EXISTING SCR,E OSCE i6"OR
1 9 , STRUCTURE ALT. SIMPSON HANGER
f SHOWN U26R PER I.C.I:
BLOCKING HANGER 2-d,8 X 1"SCREW E.S. EV. 71258
(ALUM.. 6063-15 t=.04 -T) EAC SIDE ALTERNATE RAFTER TO WALL CONN.
-
3' X 8" HEADER 15 1 2" .5"
IER TO HEADER CONNECTION BLOCKING HkNGER ACCESS HOLES USED WHEN ATTACHING
S.U.S. INTO ANOTHER BOX SECTION IN WHICH
2- 78 SMS I THE SMS LENGTH WOULD EXCEED 2 1/2".
2-16 SMS _ EACH SIDE PLASTIC PLUG DE7AJL
I/
2"X6 1/2" RAFTER--- 2"X6 1/2" IBLOCKING 2"X6 1/2"X.029"
NOTE: BLOCKING MUST BE INSTALLED IN CONJUNCTION 5 i r' SIDEPLATE 2 REO'D
WFIH R.," ER INSTALLATION. 3"X 8" HEADER I I - OFECEACH SIDE
BLOCKING 10 RAFTER CONNECTION
/ ALUM. ALUM. FASCIA FRONT FASCIA 6- ; i4 SI!S �
PJ,FTER
ALUM- RAFTER SIDE FASCiA _� EACH SID ' "
3"X 3 ALUM) lre- old
.0. 2- #8 S1JSC2-
2- }8 SMS COLUIJIJ r--�-
2- 8 SI4S
-" X i' X 3" X 0.050" 5
ALUM. CONNECTING 6- °14 SNS
i" X 1" X 3" X O.D�O" `8 ALUM. SIDEPLATE TO HEADER
LUM. COMLCTING r8 SMS
HEADER 8- ?'14 SIRS ANGLE. CONNECTION DETAILS
/ _L4 L1 CH SIDE) CONN. AT RAFTER CONN. AT CORNER HEADER SPLICE MUST BE
1 2" DIA. PLASTIC FASCIA CONNECTIONS
P UGS -SEE DETAIL �CENiERED ON COLUMN
SIDEI9EW I 3"X3" COLUtIN
-> THIS SHEET.
SIDEPLATE SIDEPLATE
4- J14 SMS ; I •5" 1/2" DIA. PLASTI—
3" X 3" ALUM. ; X6 1/2" SIDEPLATE- PLUGS G�
COLUMN 2 REQUIRED ONE EACH CONC. SLAB OR
4- 714 W,S SIDE OF COLUMN FOOTING ALUM. SIDEPLATE 10
ALUML SIDEPLATE TO HEADER CONNECTION DETAIL
CONNECTION DETAILS
r, 1 IT
3"X 8" HEADER
jv
8--A 14 STd
FA SIDE o
3" X3" COLUMN
8- #14 SMS -
2"X6 1/2"X.029" SIDEPLATE
ONE EACH SIDE OF COLUMN
2.33'
X33"
6- 114 SMS, 4 EACH
SIDE OF COLUMN FOR
SIDEPLATE CONNECTION
=Z--4- fi4 SMS EACH
JkAN SIDE OR ALTER.
2- 5/16" 4 BOLTS
N0.13857 ~_
Exp.3-31-�.7 --
__o • �I
r v1\.
FOF CAl1E�/
2- J14 SNS o if o
EACH SIDE J I
`I1
3' X 8" HEADER --.-::,o I o
-r-�—
o
2- 2"X6 1/2" SIDEPLATESX 3 COLUMN
ONE EACH SIDE OF
COLUMN
Hf�,DER SPLICE DETAIL
DESIGN PER U.S.C., 1991 EDITION
`yion.�f, REG/ C dT~"""�A D PRgF
�' E
e ��f e L ! QQ- A' "f �Q•� ..... ��� GTS GINf
do �. O` BRUCE Er J l
6436 V O EQ,tlF lt'7> .9 Q "�! •.' J :.•Sj ATE O,c••.. e^ 1 Q� E.N F'
eRucf�� • p m L N INW
14779
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