PMT16-02132 City of Menifee Permit No.: PMT16-02132
29714 HAUN RD. Type: Residential Addition
<A-CCEL/-> MENIFEE,CA 92586
MENIFEE Date Issued:
07I07/2016
PERMIT
Site Address: 28715 ACANTHUS CT, MENIFEE, CA Parcel Number: 333-500-017
92584 Construction Cost: $5,000.00
Existing Use: 1 &2 Family Residence Proposed Use:
Description of INSTALL 770 SF SOLID ALUMAWOOD PATIO COVER WITH 2 FANS,4 POST LIGHTS
Work:
Owner Contractor
CLIFFORD MARTIN
28715 ACANTHUS COURT
MENIFEE,CA 92584
Applicant License Number:
CLIFFORD MARTIN
28715 ACANTHUS COURT
MENIFEE,CA 92584
Phone: 9517751970
Fee Description Qtt( Amount($I
Receptacle, Switch, Outlet&Fixture 6 141.00
Building Permit Issuance 1 27.00
Deck/Patio, non-standard 1 133.00
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 1.00
General Plan Maintenance Fee-Building 1 6.65
General Plan Maintenance Fee-Electrical 1 7.05
$316.70
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be
forfeited.
AA_Bldg_Permit_Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
with a licensed contractor(s)pursuant to the Contractors State License Law).
I hereby affirm under penalty of perjury that I am under provisions of
Chapter9(commencing with section 7000)of Division 3 of the Business and o I am exempt from licensure under the Contractors State License Law for
Professions Code and my license is in full force and effect. the following reason:
License Class License No. By my signature below I acknowledge that,except for my personal residence
Expires Signature in which I must have resided for at least one year prior to completion of
improvements covered by this permit.I cannot legally sell a structure that I
WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in Its entirety by
D I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for workers 7044-of the Business and Professions Code,is available upon request when
compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website:
by Section 3700 of the Labor Code,for the performance of work for which w,ww.le mfo.ca. ovcalaw.html.
this permit is issued.
Date
Policy#
PROPERV16WNER OR AUTHORIZED AGENT
o l have and will maintain workers compensation insurance,as required by
section 3700 of the Labor Code,for the performance of the work for which o By my signature below I certify to each of the followtng:l am the property
this permit is issued.My workers compensation Insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this
number are: application and the information I have provided is correct.I agree to comply
with all applicable city and county ordinances and state laws relating to
Carrier building construction.I authorize representatives of this city or county to
Policy# Expires enter the abov identified I,roparty for inspection purposes. 1_
(This section need not to be completed is the permit is for one-hundred .d� Nk Date , I v
dollars($300)or less PROPE"RVIQWNER OR AUTHORIZED AGENT
D 1 certify that in the performance of the work for which this permit is issued,
I shalt not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE#
workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION
subject to the workers compensation provisions of Section 3700 of the Labor
Code,I shall forthwith comply with those provisions. Will the applicant or future building occupant handle hazardous material pr a
mixture containing a hazardous material equal to or greater that the
Applicant Date amounts spectfied on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS D Yes ❑No
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguidelines
CONSTRUCTION LENDING AGENCY o Yes D No
I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the
lending agency for the performance of the work which this permit is issued outer boundary of a school?
(Section 3097 Civil Code) o Yes D No
OWNER BUILDER DECLARATIONS 1 have read the Hazardous Material information Guide and the SCAQMD
permitting checklist.I understand my requirements under the State of
I hereby affirm under penalty of perjury that I am exempt from the California Health&Safety Code,Section 25505 and 25534 concerning
Contractors License Law for the reason(s)indicated below by the hazardous material reporting.
checkmark(s)I have placed next to the applicable Rem(s)(Section 7031.5 oyes ❑No
Business and Professions Code).Any city or county that requires a permit to Date
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWN ER OR AUTHORIZED AG ENT
issuance,also requires the applicant for the permit to file a signed statement
that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION REPAIR AND PAINTING IRRPI
License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with
an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property
than($500). - managers who do the paint-disturbing work themselves or through their
Arl,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.epa.eov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-800 424-LEAD(5323).
Code;The Contractors State License Law does not apply to an owner of a ❑An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or Improves the
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of Firm Certification No:
completion,the Owner-Builder will have the burden of proving that it was
D No EPA Lead-Safe Certified Firm is required for this project because:
not built or improved for the purpose of sale.
❑1,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION
Menifee
DATE — (� PERMIT/PLAN CHECK NUMBER
TYPE: O COMMERCIAL Q RESIDENTIAL O MULTI-FAMILY 0 MOBILE HOME O POOL/SPA C SIGN
SUBTYPE: 1 ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL
O NEW O PLUMBING 0 RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK L-0rnA-WO0D FA -D CaVa
PROJECTADDRESS 18-7 r A CAN-FI- -s T. QQSSU
ASSESSOR'S PARCEL NUMBER -535•cry- C)I, LOT TRACT L p
OWNER NAME C X4 9Z (Z l P
ADDRESS 2911 ) 0- r—Awrays CT. rheM I FEe C A' 'City of Menifee
PHONE
J S 1— ,1 C — 1 97D EMAIL Building & Safety Dept.
APPLICANT NAME Sam JUL 07 2016
ADDRESS IReceived
PHONE EMAIL s/-rN-171(Z/}�jjpJUD U izw,Ner
CONTRACTOR'S NAME OWNER BUILDER? O YES O NO
BUSINESS NAME
ADDRESS
PHONE EMAIL
CONTRACTOR'S STATE LIC NUMBER LICENSE CLASSIFICATION
ALUATION$ ( bw SQ FT Zo— L SQ FT
A PLICANT'S SIGNATURE DATE
CITY STAFF USE •NLY -
IFF
DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN `� SMIP -
INVOICE �1 PAIDAMOUNT ^ O 0
AMOUNT U- IO �, IO CASH 0CHECKq CREDITCARD VISA/MC
PLAN CHECK FEES PAIDAMOUNT 0CASH 0 CHECK 0 OCREDITCARD VISA/MC
OWNER BUILDER VERIFIED OYES 0 NO DL NUMBER NOTARIZED LETTER 0 YES 0 NO
City of Menifee Building&Safety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777
www.cityofinenifee.us Inspection Request Line 951-246-6213
ice.
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�� • nt"�� OFFICE COPY
UNITED DURALUME PATIO COVER,CARPORT AND COMMERCIAL STRUCTURE ENGINEERING (2012 IBC)
PAGES DRAWING SECTION DESCRIPTION Low Wind.Solid Cover Structures
1 PROFESSIONAL ENGINEERING STAMPS AND TRIBUTARY WIDTH DIAGRAM O
1 GENERAL NOTES City of Menifee U
Building & Safety Dept. LU
LEDGER & TRACK JUL 0 7 2016 U
INSPECTION REQUIRM U.
FeceivedU.
- OfESs10
SOLID COVER COMPONENTS AND CONNECTION DETAILS F
BUILDING AND SAFETY DEPARTMENT PU y�aQ�:. Nq �,
2 PAGE STRUCTURAL CONFIGURATIONS O m
9 PAGES' COMPONENTS/CONNECTION DETAILS PLAN APPROVAL a 3 n �'
3 PAGES SOLID COVERS 4.0 PANEL SPANS FOR PATIO, CARPORT AND COMMERCIAL STRUCTURES �, 0-,015
12 PAGES 5:0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WINIRO"ED BY /�U V` CI
DAI L
DEC 18 2013 C
2PAGES Misc1.DWG 7.0 MISC DETAILS "Approvaloftheseplansshall not beconstruedtobeapermitfororan
1 PAGE Misc2.DWG 7.0 FAN BEAM DETAILS approval of,anyviolation of any provisions of the federal,state or city
1 PAGE Misc3 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
1 PAGE Misc4 7.0 CONCRETE FOOTING OPTIONS regulations and ordinances. This set of approved plans must be kept on the
1 PAGE Misc6 7.0 FORCES ON EXISTING STRUCTURES
1 PAGE Misc7 7.0 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS
1-PAGE Misc8 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS
December 11,2013 SS10N IV,
QUO P PU
C 8 3P
.6 01J7
sr 1 I
9TF F 1.W
JUN 03 2015
SOLID PATIO TYPES
ATTACHMENT CHANNEL ATTACHMENT CHANNEL
SEE DETAIL SEE DETAIL IF WIDTH IS AT LEAST OF PROJECTION
ALUMINUM ALUMINUM AN I THEN DETAIL AN S NOT REQUIRED
ROOF PANEL WIDTH MUST BE AT LEAST ROOF PANEL DETAIL AO OR AO MAY BE USED
SEE SCHEDULE 100% OF PROJECTION SEE SCHEDULE
FOR SPANS WIDTH FOR SPANS WIDTH
O.H.
OVERHANG VARIES, SEE SCHEDULE O.H. VARIES, SEE SCHEDULE
SEE ➢ETAIL FOR SPLICE SEE DETAIL FOR SPLICE
1 1/2' SO. SCROLL POSTS` Ef SCNFD PROJECTION pqsEE S SPACING PROJECTION
L 1 1/2' SO. SCROLL POSTS CHfDU(E
3 1/2' SLAB ATTACHMENT OFF DN
MAY BE USED WHERE NOT TO EXCEED SINGLE ATE, OSTESP 25i
PERMITTED. 24' CONCRETE SLAB REQUIRED SEE SCHEDULE ACIN
SEE SCHEDULE FOR CONSTRAINED
OTE NO SPLICE AT HI FOOTINGS -
L YJ POST AND AT END BAYS. SEE SHEET MISCB
• ,v OTE NO SPLICE AT THIS
FOOTINGS WHERE REQUIRED POST AND AT END
SEE SCHEDULE FOR
SEE SCHEDULE FOR CUBED 'J
CUBED✓
FOOTING SIZE FOOTING SIZE
A1 -ATTACHED- SINGLE- SPAN - 12'MAXHGTFOR B1 ATTACHED MULTISPAN
PATIO COVERS ROEESSION
15'MAX HEIGHT FOR FU
OTHERS
MAX PANEL OVERHANG MAX HEADER MAX PANEL OVERHANG
ALUMINUM IS 25%OF PANEL SPAN OVERHANG ALUMINUM IS 25%OF PANEL SPAN ,8 3 /I cr•
ROOF PANEL IS 25%OF POST ROOF PANEL
SEE SCHEDULE SEE SCHEDULE
FOR SPANS SPACING FOR SPANS * 0- 1�5
WIDTH WIDTH MAX HEADER OVERHANG
OPTIONALi O.H. P 25%OF POST SPACING CI / \P
O.H. VARIES, SEE SCHEDULE P CAl-W
DEC 18 2013
SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE PO
POST PROJECTION ST sp
SO. POSTS, SIZE VARIES SEE S F/EDU f SOS POSTS, SIZE VARIES SEf SCLe PROJECTION SSSONALFN
OFF�� PU
CONCRETE SLAB CONCRETE SLAB REQUIRED
REQUIRED FOR FOR CONSTRAINED / —
CONSTRAINED OTE NO SPLICE AT THIS FOOTINGS J DTE NO SPLIC I AT THIS 6 1
SEE SHEET MISCB FOOTINGS
POST AND AT END BAYS. POST AND AT EV BAYS. P. /301 0
B I
SEE SHEET MISC I ! �-
J
SEE SCHEDULE FOR CUBED ✓ 4 •,` "I � '+ CIVI / \j\
FOOTING SIZE
OF CAL
1276'STEE 125x9'STEEL
REBAR OR BOLT REBAR or BOLT
C1 FREESTANDING W/CANTILEVER OPTION D1 FREESTANDING MULTISPAN TUN 032015
ICC ESR 2676(2012 IBC)12/11/2013 Page 27 of 74
ENGINEERS STAMP
L 3" x 12" "W" PANEL L 2 z
(ALUM. ' x 24" TRI-PANEL
ALLOY 3004-H34 OR EQUAL)
(ALUM.ALLOY 3004-H34 OR EQUAL)
ECORATNE PANEL(OPTIONAL)
0.786'
-yII-�II 0.018"ALUM 3003-1-114#8 a"LG.S.M.S.@ 12"O.C. 0 75• FASTENER&SCHEDULE
I SE CHART4.9or4.10 —1 11° 0.68"-H
0.1•
FASTENER&SCHEDULE 2.50" L2.56' 0.25' 0.381
- 0.25•
3.OD' SEECHART4.9or4.10` � I-
24•
1 #8 SMS @ 36-0/0
.O6"J 0.77' F----{-075• ALUM.ALLOY ALONG PANEL LENGTH
12.OD"
3'
L 2.25" x 6" FLAT PANEL H 3" x 6" FLAT PANEL
(ALUM.ALLOY 3004-H34 OR EQUAL) 11 (ALUM.ALLOY 3004-H34 OR EQUAL) Q oFESSION
J71-
000
o PU
1 o n m
°7F 0T26' T 0.3Y
( FASTENER&SCHEDULE I 0.28J * .6 0- 15 .k
225• SEE CHART 4.9 or4.10
1 0.375" 3.0' FASTENER&SCHEDULE
L SEE CHART 4.9 or 4.10 CALIF
I 0 375'
�075' 1 �L DEC 182013
L31r or 4" OR 6" INSULATED I—I 0.75"
I ROOFING PANEL ICC ESR 1599
ROOF SLOPE SHALL BE 1/4": 12"MIN. .5x0NAL
ALUMINUM #14 SMS W/1.5"WASHER
SKINS #8 SMS @36"O/C SEE TABLES 4.20 OR 4.21
IT FOR SPACING ALONG HEADER 63 3
- * P.6 01/ 17j
SANDWICH SANDWICH
8'TO 6" PANEL PANEL Cl /
(MALE END) (FEMALE END) 9TFOFCAU ��\P
L / VVV JUN 03 2015
]CC ESR 2676(2012 IBC)12/11/2013 Page 29 of 74
ENGINEERS STAMP
3" SQ. STEEL BEAM DBL. 2" x 6.5" BEAM 3"8" BEAM ' DBL. 3" x 8" BEAM 3" x 8" BEAM
(ASTM A653 GRADE 40) (ALUM.ALLOY 3004-H34 OR EQUAL) (ALUM. `OY 3004=H34QR-EUAL) (ALUM.ALLOY 3004-H34 OR EQUAL) W/ STL. INSERT
13"SO.
�2•� �3.0'—1 �3.0• I f'-3.0" I �3•�
tow
T T 1 T T
0.048' 6.5' 6.5" 6' 8"
0.03 I 6.D• D.D42• I D.042• I D.D42"
T 1 T 1
DETAIL L
(4)#14 SMS (4)#14 SMS
PER SIDE PER SIDE
POSTE OR STRONGER POST F OR STRONGER
(O AE) (DETAIL AJ)
DETAIL O
FOe aL PU P
O O 6" I-BEAM 8 3 n m
(ALUM.ALLOY 6061-T6) 7" I-BEAM
4" I-BEAM (ALUM.ALLOY 6061-T6) CIv6C �\�Q
3" x 8" BEAM (ALUM.ALLOY 6061-T6) CAl-W
STEEL INSERT I-4.5•-I � 5.5" i
(ASTM A653 GRADE 50) 10 DEC 18 2013
1-2.375•-4 1
T0.5" 0.110-1r-0.70°
a.060""" 6.00" 7.00 Q�o�GP NAL F FP
.1zs•
4.00•
6 1
7-875" 1 --II--O.ofio•
�0.060• =D.80•TYP 1zs —ih— XP 6/30 01
0.059'=16 Gau f �1.OD'
--0.070'=14 Gau 1
0.105'=12 Gau
0 8 1 CIVI \\P
T OF CALF
_ T. 75" .15'
--2.875'--I 1
JUN 03 2015
ICC ESR 2676(2012 IB 12/11/2013 Page 30 of 74
FN(;INFFRS STAMP
O 10" I-BEAM -1 L02'r
DBL. STEEL 3" x 8" C BEAM (ALUM.ALLOY 6061-T6) �?'
�- - 5.50" -�I
0.042'X3'Xe"ALUM T
DETAIL L 3.0" 5 4'
J 0.72'-F--{
.078' 2.�6'
STEEL DETAIL T O —315'�
DETAIL O
8„ 0.1411
EIGHT#14 SMS FOR EXTRUDED ALUM FASCIA
FOOTINGS UP TO d=45' 1011
6063 T6
EIGHT 1/4'BOLTS FOR
FOOTINGS UP TO d=42'
TWELVE 1/4'BOLTS FOR
FOOTINGS UP TO d=48"
FOUR"BOLTS FOR
FOOTIEIGHT BOLTS UP TO d=43'
EIGHT�'BOLTS
FOOTINGS UP TO d=51'
STEEL POST 1.00"DETAILS AK FOR FOOTINGS
UP TO d=46'OR AF FOR LARGER Q�pFE$$10/y
0.17" Uy�oGP� PU �cm
8 3
.k II0/-/ 15
11.25 CIV6L
0.355—7 1.000—{----i - 1.5" CA15
O DEC 18 2013
0
FASCIA 0.078 225
--{ 1.576 I-- 0.625"--1 (---
INSERT INSERT � TONAL
5.563 6.375 0.040" 6.5" �gS
O P T F
0.085 RO.078 L.-0.575 0.75"---I
3.000 � T _
1 1.825 2' 0.25"J C 8
1 FASCIA ,.61 12g 7 r
�---4.5102.875 CIV
W ( ROLL FORMED ALUM FASCIA 3004 H34 Fo CALw
EXTRUDED FASCIA O `W/EXTRUDI_D FULL LENGTH INSERT 6063T6 ,
6063T6 � --��
_.
__.. . _ -. JuiN 03 zois
ICC ESR 2676(2012 IBC)12/11/2013 Page 31 of 74
ENGINEERS STAMP
AE 3" SQ. ALUM POST O �G STEEL "T" BRACKET FOR 3" POSTS
AF SQ. STEEL POST ASTM A653 GRADE 33
ALUM.ALLOY 3004-H34 ASTM A500 GRADE B 15.5"
3.00"SQ. —f 516 os
I1.75' O'
84
0.188"x3"x3' O—E
025'x35x3" 1.5' 1" O
0.375"x3•x3'
0.18E"x4'x4' QI'' /�f� �40. O
A�32^ 0.1885c5"x5' 3/8• i/4"J
0.188'x6"x6'
0.70
3/8' 1.0' 0.125'
q "3 SQ. ALUM POST WITH
�
SIDE PLATES
ALUM.ALLOY 3004_113 .. ALUM "T" BRACKET
i .090" BRACKET FOR 3" POSTS 3•—I
�3 2" 4
. I I ALUM.ALLOY 6063-T5
032" #10 SMS
OVESS1
QED k9
EA.SIDE 2.40" y�,0 P�;-PU � 1'i
= a 2
ss^ 3„ 1.375" � 8 3 � m
fl
032"
Az
5/8"PLASTIC PLUG '0 ANCHOR BOLT CCALIE4O��\P
1.60"
1 DEC 18 2013
090"TYR
3" SQ. ALUM POST ALUM.ALLOY 3004-H34
3" SQ. STEEL POST ASTM A653 SS GRADE 40 �� �� �� $S\ONAL E�y
0.032 x1.5 x1.5 oF� Pu F
3.00" SQ. AL .024"x 2"x2" POST AJ MAG POST-3" SQ. ALUM POST a� ri a
3004 H34ALUM ALUM.ALLOY6063-T5 81 9
�J1.00�
�t.s � 3.00" SQ. � * P 6130
q CIVI
TY .040^ALUM o 075" Q FOFCA F
.048"STEEL
28" JUN 03 2015
ICC ESR 2676(2012 IBC)12/11/2013 Page 33 of 74
FNGINFFRS STAMP
ON
DETAIL AM IS NOT EMBEDDED STEEL POST 1 SINGLE SPAN ATTACHED STRUCTURES O I R
ONLY
USED in 130 mph Exposure B Areas
STEEL POST ORNAMENTAL SCROLL STRAP
DETAILS AF OR AK OR ALT.SOLID FILLER
POST Q'OR 2SO. 9,
i/2'Q z 9 ASTM A615 GRADE 60 REBAR
6 O
0.060'6063T6
d 18• IN alum'U•6mcket
EIGHT#14 SMS
3, a SCREWS EACH
a'. d BRACKET 2.5'min edge distance
• 4'CONCRETESLAB
a v
TZ(OR�i'0 STAINLESS OR GALVANIZED HILTI ER BOLT
TZ(ICC ESR 1917)W/2'EMBED AND 1'6 WASHER OR
EQUIVALENT
POST ON CONC. SLAB OR FOOTING
FOR SINGLE SPAN ATTACHED STRUCTURES ONLY
MAXIMUM
® 3'SD.POST
ALUM. FOUR SMS
SCREWS EACH SIDE
STD 3"ALUM OR STEEL BRCKT FOR FOOTINGS UP TO FESSIQ gS�
SEE DETAILS Al OR AG� d=31"_ �Q(L�PU �. Nq ��
4"CONCRETE SLAB $� r
OR FOOTING U Zm (•`
s s !�
2Yi'MIN .6 E 61 /20 7
EDGE DISTANCE * / * Il/
3/8'OR?O STAINLESS OR GALVANIZED HILTI KWIK BOLT Qf R�\P U;q t¢I I
TZ(ICC ESR 1917)W/2-EMBED AND 1"6 WASHER OR CA1.1F� rFOFCAlft
EQUIVALE IT
DEC 18 2013
Jury 03 2015
ICC ESR 2676(2012 IBC)12/11/2013 Page 34 of 74
ENGINEERS STAMP
� ROLLFORMED HANGER INSULATED ROOFING PANEL
. ALUM.ALLOY 3004-H34 ' AS HANGER (A'( 3"x8" BEAM TO POST CONNECTION
Bs 'J ALUM.ALLOY6063-T5 USINF
PLATES (SEE DETAIL AH),,
2740"—{ � 3'xp2�ALUM M 9
0.5'MIN W/OR W/O STEEL C INSERT
1[!
60' (DETAILS L OR N)
J SEE TABLES 420 OR 421 5•
J Uf
W
SEE TABLE 7.5 FOR Z a
#10 SMS FASTENER SCHEDULE— ¢ a F SEE TABLE 7.5 FOR
12'O/C FOR DETAIL .039' 3 g FASTENER SCHEDULE
B'O/C FOR DETAIL F a
6'O/C FOR DETAILS TYP O p
GAND H os^ -�--1 880" (4)-#14 SDS @ EA. SIDE
o g — SIDEPLATE TO HEADER
MIN 1"O/C SPACING
(4)OR(5)#14 SDS @ EA SIDE FOR 120 MPH EXP B "ON
0.5'MIN 0.5'MIN 24"o/c approx SLAB"
MATCH HEADER REQUIREMENTS USE (5)#14 SDS FOR
120 MPH EXP C, 140 MPH
EXP B"ON SLAB" OR d=29"
FOOTINGS
CONTROL LOCK
3"X 3"ALUM. OR
STEEL POST
ALUMINUM PANEL 3" SQ. STEEL BEAMS
® (ASTM A653 GRADE 40)
SEE TABLE
4.9 FOR FOUR#14 SMS PER HEADER ROFESSIO,y
DETAILS U,V AND W FASTENERS
3 sa Uy�cIT' PU �cm
SEE DETAIL 2
n
FOUR#145MSEACHSIDE J $ `� g�ONAL
L-I--I MAX FOOTING IS d=30• * 015 S G
* O� P T 6
CI
CAl1FOe' C 81: 9
To1'MINDEC 18 2013 Ex .6/ 20#14 sms STEEL HEADER /
0.040'X3'X3'
ALUM POST DETAILJ STEEL POST r - clvl
DETAIL AF OR AK 0 CAL*
DETAIL Al
JUN 03 2015
ICC ESR 2676(2012 IBC)12/11/2013 Page 35 of 74
FN('INFFRS STAMP
Live/Snow Load R_ AFfER MAX DISTANCE TO FIRST ROW OF POSTS"L"
PANEL TO EXISTING EAVE)ADDITIONAL
OOF COVERING IS A MAXIMUM OF 3 PSF Solid Cover Wind SIZE EAVE OVERHANG
iC CONNECTIONEAVIER ROOF COVERING SHALL REQUIRE 24"Q/C 6" 12" 16" 24" 3$"
ENGINEERING ANALYSIS 1ppsf 2x4 25'-4 18'-1" 10-6" 6'-2" 3'-2"
115 MPH Exp B 2xfi 25'-4' 25'-4' 25'-4' 20'-10" 14'-10"
2X DF WOOD FASCI 20 GA ASTM A653 GRADE 33 STEEL BRACKET LaWce=120 Exp C 2x8 25-4 25-4' 25'-4' 25-4' 25'-4'
FOUR#8 WOOD SCREWS INTO RAFTER AND 10 psf 2x4 - 25'-4' 15'-10" 9'-2" 5-4' 2'-T
SEE GENERAL NOTE A8 2X FASCIA — - -
0.019"ALUM OR 0.035" ONE PER RAFTER 180 MPH Erp B 2x6 25'4 20 4' 264 18'-3" 13'-l"
VINYL COVER Lat Ce=14D DID C 2x8 25-4' 23-4' 254 254 25-4'
#14X2'SCREW , 10 psf 2x4 25-4' 15-1" 8'8" 5'-2" Z4,
SEE TABLE7.5 DF#2ORBETTER 115MPH C FOR SPACING 2x6 25'-4' 25'4 25'4" 1T4" 12-4"
2x8 25'-4' 25-4' 264 254 24'-6"
AR 20 GAUGE 10 psf 2x4 264 13'-0" T-6" 4'-4" 2'-3"
ASTM A653 I MPH 130
HANGER GRADE 33 FACE OF EXIST. E)p C 2%6 264 25-4' 2V-6"
ANGLE W/4 WOOD STUD OR 2x8 25'-4' 264 25'4 25'-4' 21'-1"
88 SCREWS BEARING WALL
10 psf 2x4 264 i V-9" 6-9" 4'-0" 2'-1"
EXIST,EAVE 140 MPH Exp C 2x6 25'4 264 19'-6" 13'-6" 9'4"
PROJECTION OVERHANG 2X8 25'-4' 264 294 25-3" 19-1"
SEE PANEL 20 psf 2x4 18'-1' 0'-2" 5-3" 3'-1" V-6"
140 MPH Exp C 2x6 18'-1' 18'-1' 15'-3" 10'-T' T-6"
9 fES31pN -
�O ¢t,-PU
Cive/Snow Load RAFTER IMAX DISTANCE TO FIRST ROW OF POSTS"L" �y
LEDGER TO STRUCTURE Solid Cover Wind SIZE EAVE OVERHANG 8 g 6
CONNECTION 24"O/c181,6" 12" 24° 30" * a is
10 psf 2x4 25'-0' 2V-9" 12'-0" T-1" 3'-8"
EXISTING 2x6 25'-0' 25'-0' 25'-0' 2T-10" 17'-1" CI
SHEATHING Lattice=130 Exp C 2x8 25-0' 25'-O' 25'-V 264 25'-0' OAtIF��
EXISTING DF WOOD SEAL TOP COMPLETELY 10 psf 2x4 20'-O' 19'-3" 111-6" T-1" 3'-8" DEC 18 2013
FRAMED WALL CONTINUOUS 2'x6"DOUGLAS FIR 2x6 20'-0' 20'-0' 20'-0' 20'-0' 16'-7"
LEDGER OR PROVIDE SIMPSON Lattce=140 Exp C 2x8 20'-0' 20'-Y 20'-0' 20'-0' 20'-0'
STRONG TIE MSTA36(ICC ESR 2105)
AT SPLICE LOCATION 20 psf 2x4 iw-0' 11'-10" 6'-10" 4'4' 2'-l"
COVER W/0.019"ALUMINUM 2X6 18'-0' 18'-0' 18LY 13'-9" 9'-10" SS\ONAL
1/4"LAG SCREW 2x8 18'-0' 18'-0' 18'-0' 18'-0' 1W-0'
m }`t SEE TABLE 7.7 FOR MAX 25psf 2x4 1$'-0' 11'-3" 6'-6" 3'-9" 1'-10" e P
s RAFTER SPANS 2x6 18'-0' 1$'-0' 18'-0' 13'-0" 9-2" 68 3 �I
SEE GENERAL NOTE#8 -- - - -
- 2x8 18'-0' 18'-1Y 18'-0' 18'-0' 18'-0' P. ,0/�17t7f�
30 psf 2x4 16'-0' 9-2" 5'-1" 2'-9" 0'-0"
r EXISTINGI'STUCCO 2x6 16'-0' 16'-0' 15'41' 10'41 T-Z' CIt
OR EQUAL 2x8 16'-0' 16'-0' 16'-0' 16'-0' 14'-9" is, FCAU O�
225"EMBED INTO WOOD FRAMING
WITH MIN SG=0.5
JUN 03 2015
ICC ESR 2676(2012 IBC)12/11/2013 Page 37 of 74
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