PMT16-02177 City of Menifee Permit No.: PMT16-02177
29714 HAUN RD.
�l-+,CCEL/� MENIFEE, CA 92586 Type: Residential Addition
MENIFEE Date Issued:
0711 2/2 01 6
PERMIT
Site Address: 30290 SILICATE DR, MENIFEE, CA 92584 Parcel Number: 360-810-051
Construction Cost: $2,800.00
Existing Use: 1 &2 Family Residence Proposed Use:
Description of INSTALL 12'x 25'SOLID ALUMAWOOD PATIO COVER, NO ELECTRICAL
Work:
Owner Contractor
JIM BELL PSLQ INC
30290 SILICATE DRIVE 28910 RANCHO CALIFORNIA RD
MENIFEE, CA 92584 #206
Applicant Phone:9517954260
LOIS MONTINI License Number: 919885
PSLQ INC DBA GREENBEE
28910 RANCHO CALIFORNIA RD
#206
TEMECULA, CA 92590
Fee Description OQt Amount 151
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
$168.65
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_Pennit_Template.rpt Page 1 of 1
City Of Menifee
LICENSED DECLARATION D [am exempt from licensure under the Contractors'Slate License Law for the
I hereby affirm under penalty or perjury that 1 am licensed under provisions of following reason:
Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that,except for my personal residence in
Professions Code and license is in full force and ef(eet n (), which I must have resided for at least one year prior to completion of
License Class Lice s/J y N `i jj improvements covered by this permit,I cannot legally sell a structure that I have
Expires - - ignature i , ' built as an owner-building if it has not been constructed In its entirety by licensed
i _contractors.I understand that a copy of the applicable law. Section 7044 of the
WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application is
submitted or at the following Web site:
❑ I hereby affirm under penalty of perjury one of the following declarations: htto://www.lecinfo.ca.aov/calaw.html.
I have and will maintain a certificate of consent of self-insure for workers'
compensation,issued by the Director of Industrial Relations as provided for by Date '
Section 3700 of the Labor Code,for the performance of work for which this
permit is issued. Property Owner orAuthorized Agent
Policy# ❑ By my Signature below, I certify to each of the following:I am the property
❑ 1 have and will maintain workers' compensation insurance, as required by owner or authorized to act on the property owner's behalf. I have read this
section 3700 of the Labor Code, for the performance of the work for which this application and the information I have provided is correct. I agree to comply
permit is issued.My workers'compensation insurance carer and policy number are: with all applicable city and county ordinances and slate laws relating to building
^ construction.I authorize representatives of this city or county to enter the above-
Carrier ���Ly�- // identified property for the inspection purposes.
Policy# LUG1d7)D601 Expires / l� '/� - Date
L� Property Owner orAuthorized Agent
(This section need not be comp13d4f the permit is for City Business License# C?:f—4O3
one-hundred dollars($100)or less)
HAZARDOUS MATERIAL DECLARATION
❑ 1 certify that in the performance of the work for which this permit is issued,I
shall not employ any persons in any manner so as to become subject to the Will the applicant or future building occupant handle hazardous material or a
workers'compensation laws of California, and agree that if 1 should become mixture containing 0azardous material equal to or greater that the
subject to the wo 3,rs'compensation provisions of Section 3700 of the Labor amounts spec'refon the Hazardous Materials Information Guide?
Code,I shall o w h comply ith those provisions. / •�/7 DYES 0-151-0
Applica Will the intended use of the building by the applicant or future building
occupant require a permit for the construction or modification from South
WARNING: FAILURE TO SECURE WORKERS' Coast Air Quali anagement District(SCAQMD)?See permitting checklist
COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for guideli
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND DYES ❑NO
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS
($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed b it id ng r modified facility be within 1000 feet of the outer
DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of out?
LABOR CODE, INTEREST,AND ATTORNEYS FEES DYES tFNO
CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD
I hereby affirm that under the penalty of perjury there is a construction lending permitting checklist.Ind land my requirements under the State of
agency for the performance of the work which this permit is issued(Section California HealthrFsS €tY Code,Section 25505 and 25534 concerning
3097 Civil Code) hazardous&€nal reporting.
OWNER BUILDER DECLARATIONS
I hereby affirm under penalty of perjury that I am exempt from the Contractor's Date
License Law for the reason(s)indicated below by the checkmark(s)I have placed PROPERTY OWNER OR AU �RIZED AGENT
next to the applicable item(s)(Section 7031.5.Business and Professions Code:
Any city or county that requires a permit to construct,alter,improve, demolish, EPA RENOVATION,REPAIR AND PAINTING IRRP)
or repair any structure,prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
provisions of the Contractor's State License Law(Chapter 9(commencing with receiving compensation for most work that disturbs paint in a pre-1978
Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firms and comply with
she is exempt from licensure and the basis for the alleged exemption. Any required practices.This includes rental property owners and property
violation of Section 7031.5 by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their
a civil penalty of not more than($500).) employees.For more information about EPA's Renovation Program visit:
www.epa.gov/lead or contact the National Lead Information Center at
❑ 1, as owner of the property, or my employees with wages as their sole 1-800-424-LEAD(5323).
compensation,will do( )all of or( )porting of the work,and the structure is , /1 -I%
not intended or offered for sale.(Section 7044,Business and Professions Code; GL 1�
The Contractor's State License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project
who, through employees' or personal effort, builds or improves the property,
provided that the Improvements are not intended or offered for sale.If,however, Certified Firm Name:
the building or improvement is sold within one year of completion,the Owner-
Builder Will have the burden of proving that it was not built or improved for the Firm Certification No:
purpose of sale).
❑ 1, as owner of the property an exclusively contracting with licensed No EPA Lead-Safe Certified Firm is required for this project because:
contractors to construct the project(Section 7044.Business and Professions
Code:The Contractor's License Law does not apply to an owner of a property
who builds or improves.lhereon, and who contracts for the projects with a
BUILDING & SAFETY PERMIT/PLAN CHECKAPPLICATION
Menifee
DATE \ PERMIT/PLAN CHECK NUMBER
TYPE: ❑COMMERCIAL ❑RESIDENTIAL ❑MULTI-FAMILY ❑MOBILE HOME ❑POOL/SPA ❑SIGN
SUBTYPE: ❑ADDITION []ALTERATION ❑DEMOLITION ❑ELECTRICAL ❑MECHANICAL
❑NEW^❑(-PLUMBING ❑RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK Qmom�C/,
� . W
PROJECTADDRESS � I& l ae., , Mcxn C/'\'
ASSESSOR'S PARCEL NUMBER ��(� �` LOT TRACT
PROPERTY OWNER'S NAME m 1 1 City of Mertifee
cling
afet De t.
ADDRESS
016
PHONE EMAIL `
APPLICANT NAME r Receovec I
ADDRESS L I �� �CyY� f (CLj
PHONE VO EMAIL
CONTRACTOR'S NAME eS n e, OWNERBUILDER? ❑YES❑NO
BUSINESS NAME ` �/� / ,, (- '�y�
ADDRESS c IO //1 Na b QQJ R 2Gb TU I 1 IfCkA[a,
PHONE gSIZ3 'tJ35� EE��MAIL
CONTRACTOR'S STATE LICNU �� IQ NUMBER l S LICENSE CLASSIFICATION
{{� I✓
VALUATION$ (J� SO FT L SO FT
APPLICANT'S SIGNATURE DATE
CITY STAFF USE ONLY
DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN SMIP
INVOICE PAID AMOUNT AMOUNT O CASH O CHECK# O CREDIT CARD VISAJMC
PLAN CHECK FEES PAIDAMOUNT OCASH OCHECK# OCREDIT CARD VISA/MC
OWNER BUILDER VERIFIED .OYES O NO DLNUMBER NOTARIZED LETTER 0 YES 0 NO
City of Menifee Building&Sofety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777
www.cityofmeoifee.us Inspection Request Line 951-246-6213
Jim Bell
Plot plan 30290 Silicate Dr.
Not to Scale Menifee, Ca.92584
951-723-2535
300 total sq. ft. of Solid Alumawood Patio Cover
set at 9' high . Attached to the house and to the existing concrete slab.
NO ELECTRICAL VALUE $2600
City of Menifee
Building &Safety Dept
13' LEDGER &TRACK JUL t 2 tots 0O
INSPECTION REQUIRED received W
25'
U.
8r —��► o 0 0 10t _�
121 O
CITY OF MENIFEE
BUILDING AND SAFETY DEPARTMENT
PLAN APPROVAL
REVIEWO 036A 11G
ATE
'Approval of these plans shall not be construed to be a permit for,o an
approval of,any violation of any provisions of the federal,state or ci
regulations and ordinances. This set of approved plans must be kep on the
jobsite until completion.
Driveway
Sidewalk
Silicate Dr.
Amerimax Exterior Home Products AlumawoodTM Patio Cover.Carport and Commercial Structure Enslineerinq 2012 IBC
PAGES DRAWING SECTION DESCRIPTION LEDGER & TRACK
2 PAGES GN01-2012 GENERAL NOTES
GN02-2012 INSPECTION REQUIRED >-
2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS CL
SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS CITY OF MENIFEE (D
4 PAGES LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES BUILDING AND SAFETY DEPARTMENT U
L 111
4 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND Am�hl APPROVAL U
4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS LL
LL
4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES REVIEWED BY City of Menifee
LT02-2012 +�=�II1 1I(�i�9 & Safety Dept..
LT03-2012
LT04-2012 DAT�L i Z Z016
'Approval of these plans shall not be construed to bea penritfa or�a,
2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES approval of,arryviolation of any provisions of the federal
r state Oro tyP'f eC e i ve d
jobsite ntil completi
10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH 19#�dordinance Is set approved plans must be kept on the r
10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND A EAS
r,
4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS Q¢apFiS$Iq
NP02-2012 SS
NP03-2012 �
NP04-2012 2 �pP PUr,
9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS 81 �f
CD02-2012 * t * Y
CD03-2012 * EXP. 0/2 7 .
CD04-2012 s Civil. �CA10 Ago
T
CD06-2012 C OCT 02 2013
CD07-2012
CD08-2012 UN 2015
CD09-2012
September 29, 2013
10 PAGES Miscla-2012 MISCELLANEOUS DETAILS
Miselb-2012 MISCELLANEOUS DETAILS
Misc2-2012 FAN BEAM DETAILS
Misc3-2012 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
Misc4-2012 7.0 FOOTING AND SLAB ATTACHMENT TABLES
Misc5a-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
Misc5b-2012 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
Misc6-2012 7.0 FORCES ON EXISTING STRUCTURES
Misc7-2012 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS
Misc8-2012 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS
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GENERAL NOTES: 20. All structures must comply with one of the following:
(CONTINUED FROM SHEET NO.1) a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design
Category(SDC)A-D up to the maximum Ss noted In General Note#3.
11.STEEL FASTENERS SHALL BE EITHER STAINLESS(3000 SERIES),GALVANIZED OR DOUBLE b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1
CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED,MECHANICALLY Exception#1 do not require additional seismic analysis.
GALVANIZED,ZINC ELECTROPLATED,ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE c. Structures not complying with (a)or(b)require additional engineering seismic analysis.
ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH
ANSI/ASME STANDARD B18.6.1 AHD AND AF&PA NDS-0511.1.4. ALL LAG SCREWS MUST COMPLY 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS
WITH ANSI/ASME B18.2.1 AND AF&PA NDS-0511.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ REPORT.
DIMENSIONS IN ACCORDANCE WITH ASME B18.22.1,TYPE A. ALL STEEL NUTS TO BE ASTM A563.
THE MINIMUM WASHER DIAMETER SHALL BE 1"FOR BOLTED CONNECTIONS. SCREWS AND BOLTS 22• ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL
WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN.
12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION
1403.2(WALLS)AND/OR 1503(ROOFS),WHICHEVER IS MORE APPROPRIATE.
13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN
THE FIRST INTERIOR POST.(EXCEPT FOR FULL STRENGTH SPLICES)FULL STRENGTH SPLICES 24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER(PROJECTION OR WIDTH)SHALL BE
(DETAILS U,AND X)MAY BE LOCATED ANYWHERE. LESS THAN 30'
14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC-ESR 1730,2196 OR GENERAL NOTES FOR LATTICE STRUCTURES:
EQUIVALENT AND USE HEADS W/DIAMETERS EQUAL TO #8=18",#10=e",#12=fl"AND#14=J"OR (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2012 AND LT01-2012 THRU LT03-2012.)
STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE#11 1. SEE GENERAL NOTE#3 FOR LIVE AND SNOW LOADS.
15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING 2. NOTE INTENTIONALLY LEFT BLANK.
ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY
16.ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION WITH TABLE L1 AND L2 ON SHEET M5.
#2 IN IBC SECTION 1505.2.
17.STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE.
18.WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS(OTHER THAN
STAINLESS,ALUMINIZED OR GALVANIZED STEEL)OR ABSORBENT BUILDING MATERIALS,LIKELY $ZONAL E ��
TO BE CONTINUOUSLY OR INTERMITTENTLY WET,THE FAYING SURFACES SHALL BE PAINTED OR QO �� PUr iF
OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I-A . ¢ Q 9f EP
SECTION 6.7. 13
19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK,THE MAXIMUM * D(P.6/3012 1
DEAD LOAD+LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT
EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB.THE MAXIMUM CONNECTION s C1 1. �P
UPLIFT LOAD IS 1162 LBS FOR 115 MPH EXP C WIND SPEED.CONNECTIONS ARE FOR MAXIMUM Q�ppi S$f0 F L(FO \ 02 2015
PATIO ROOF HEIGHTS OF 12 FT FROM GRADE.THE EXISTING DECK STRUCTURE MUST BE
ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS.THE STRUCTURAL ADEQUACY OF THE DECK ��C' C2
TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING
AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13,N12 ORAL. CONSTRUCTION OUTSIDE 8 meri max• 2021 US Hwy74
OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. * 1, Romoland,CA 9256E
EXTERIOR HOME PRODUCTS
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ICC ESR1398(2012 IBC)9129/2013 Page 3 of 66 OCT 02 2013
NONE HonRMEART GENERAL NOTES
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3'XS' ALUM HEADER ,q,,
31XS' STEEL C 'wfp MULDSPAN FREESTANDING MAX' RAFTER SPAN
DOUBLE ALUM HEADER , (CLEAR SPAN)
DOUBLE STEEL C BEAM LATTICE STRUCTURE TWO OR MORE SPANS
x6.625', 3'xB' OR 3'x3' ALUM. RAFTERS
LATTICE OVERHANG 36' MAX HAXTHUN •` p�a�
24' MAX FOR 30 PSF SNOW RAFTER `
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IS 25% OF v
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DETAIL 118'.
ATTACHMENT TO MIN 4' MIN 3,5' CONCRETE SLAB RECIM ,�p�� _„�,l�pfW°'•ti �'1{� �'P,L.
CONCRETE SLAB W/O FOOTINGS W/ CONSTRAINED FOOTINGS
MAY BE USED WHERE PERMITTED SEE SCHEDULE FOR SIZE ,cH
MIN 9.5' CONCRETE SLAB SEE SCHEDULE DETAIL L29 ONLY 'd'
'd' J
REO'D W/ CONSTRAINED dl
FOOTINGS �.a:Kd•,� S�SCHEOUIF-`+'
7 T IENGTH E'Opl, OF PROJECTION FASCIA
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LATIICE STRUCTURE
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OOTINGS CONSTRAINED
SEE SCHEDULE FOR - FOOTINGS QO L UT NcC�.�
FOOTING SIZE ' ' 'd'
MULTISPAN UNITS PLACE 3 8 OX 9'
REFER TO GENERAL rnnr mNM ATWO �w DM S IM SINGLE SPAN FREESTANDING 4 I C 681
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[CC ESR1398(20121BC)9/29/2013 Page 5 of fib OCT 02 2013 NAME CONFIGURATIONS MEET
TRIBUTARY WIDTH (TW) DIAGRAM ENGINEERS STAMP Ellp SCO2-2012 2 OF 2
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LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
0.024'W"x6.625"Rafter Sln le S an 0.032x2 6.625"Rafter(Single Span) 0.04014'k6.625"Rafter(Single Span) 0.0404"xe"Rafter(Single Span)
Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure
Snow Load Spacing Exposure C Snow Load Spacing Exposure C now Load Sparing Exposure C Snow Load Spacing Exposure C
n 130 140 150 170 s in 130 140 150 170 n 130 140 150 170 in 130 140 160 170
10 24" 8'-i" 7'-3" 6'-T' 9.5" 10 ZV 1 V-4" 11'4" 10'-5" 9'-0" 10 24" W-1" W-11" 13'-10" 12'-1" 10 35" 14'-7" 13'-5" 12'-0" IV-$" 3"x3"Rafter 6"ofc Multis an or Single)
LIVE 20" 9%0" 8'-2" 7.5" 6'-2" LIVE 20" 13'-6" 12'S•' IV-6" 9'-11" LIVE 20" 17'-B" W-3" 15'-i" 13'•2" LIVE 32' W-6" W-3" 13'-2" 1V-5" Ground Rafter Wnd Speed and Exposure
IV' 10'-3" 9'-4" 8.6" T-2" 16' 15'-2" 13'-11" 12'-11" 1V-2" 16" 19'-3" 18'.2" 16'-10" 14'•9" 24" 17'AW 16'-5" 15'-3" 13'-3" Snow Load Gauge Exposure
12" 1T-0" IV-0' V-8" 7'-7" 12' 17'-5" 16'-0" 14'•10" 12'-11" 12' 21'-0" 20'-0" IVA" W-10" 16" 21'-8" 20'-0" 18'-6" 1VA" s m 130 140 150 170
20 24" 4'-0" 4'-4" 4'-4" 4'-4" 20 24" T-5" T-5" 7'-5" 7'-5" 20 24" 1T-3" 11'-3" 11•-3" 1V3" 20 36' 8'-2" 8'•2" 8'•2" 8'-2" 10 0.024" 12'-5" 12'V' IV-8" 10'-3"
LIVE 20' 5'-2" V-2" V 2" 6'-2" LIVE 20" 8'-11" V-11" 8'-11" e'-11" LIVE 20' 13'S" 13'-5" 13'-5" 13'-2" LIVE 32' 9'-2" V-2" 9'-2" 9.2" LIVE 0.040" 16'-0" 15'-6" 14.9" 1$'.6"
16" 614" 6'-6" 61•6" 6'-6" 16" 1114" 111•1" 17'-f" 11'-1" 16" W-10" 15'-10" 15'-10" 14'•9" 24" 12'-2" 12'-2" 12'-2" 12'-2" 20 0.024" e'-5" 8'-5" 8'-5" 81•5"
12' 8'•T' 8'-7" 8'.7" T-7" 12" 14'-8" 14'-8" 14'.8" 12'.11" 12" 18'-2" 18'-2" 18'-2" 16.10" 16" 18'-1' 18'-1" 18'-1" 16'-1"I LIVE 0.040" 14'-10" 14'-10" 14'-9" 1T-6"
25 24" 4'-2" 4'-2" 4'-2" 4'-2" 25 ZV 7'-1" 7'.1" 7'.1" 7'•1" 25 24" W-8" 10'•8" 10'-8" W-13" 25 36" T-10" T-10" T-10" T-10" 25 0.024" 8'4" V-2" V-2" B'-2"
20" 4'-11" 4'-11" 4'-11" 4'-11" 20" 8'-6" 8'-6" V-6" 8'-6" 20' 1T.9" 12'_9" 12.9" 12_9" 32" 81-91 61•9" 8'-9" 8'-9" 0.040" 14'-6" 14•-6" W-6" 13'.6"
16" 6'-2' 6'-2" V-2" V-2" 16" IV-7" 10'-7" 10'-7" 10'-7" 16" 15'S" 15'S" 15'-6" 14'-9" 24" 11'.7- 1V-7" 11'-7" 1T-7" 30 0.024" T•4" T-4" 7'4" 7'-4"
12" 8'-3" 8'•3" 8'-3" 7'-7" 12" W-Y' 14'-0" 14'-0" 12'-11" 12" 1 17'-9" 17'-9"1 17'-9" 110 10" 1 16. 17'3" 17'-3" 17'•3" 16W' 0.040" IV-1" 13'-1" IT-1" 13.1"
30 24" 3'-5' 3'-5" V-5" 3'.5" 30 24" 5'-11" 5'-11" V-11" 5.11" 30 24" 8'-11" 8.11" 8'-11" 8'.11" 30 36" 6'4" 6'S" V-11" 6--6" 40 0.024" 6'1" V-1" 8'-1" 6'•1"
20" 4'-2' 4'-2" 4'•2" 4'.2" 20" 7'-1" 7'-1' 7'-1" T-1" 20" W-8" 10'-8" 10'-8" 10'•8" 32" 7•4" 7'4" 71-4" T-4" 0.040" 1V-2" 11'-2" 11•_2' 1T-2"
16" T-2" 5'-2" 6-2" 5'-2" 16" 8'-10" V-10" 8'-10" 8'-10" 16" IT-4" 13•.4" 13'-0" 13'-4" 24" 9•_9" 9'.9" T-9" 9'-9" 60 0.024" 4,•8" 4'.8" 4'-e" 4•-B"
12" 6'-10" V-10" V-10" V-10" 12" 11'•9' IV-9" 11W' 11'-9" 12" 16'_3" 16'-3" W-3" 16'-3" 16" W.6' 14'_5" 14'•5" 14•-5" 0.040' V-10" 8'-10" 8'-101,
40 24" 2-7" 2'•7" 2'-7" 2'-7" 40 24" 4'-5" 4%5" 4'-5" 4'-5" 40 24» 6'-9" 6'-9" 6'-9" V-9" 40 36" 4'-11" 4.11" 4'•11" 4'-11"
20" 3'-1" 3'-1" V-1" 3'-1" 20" &4" 5•_4" 5'-4" 5'-4" 20" 8•-1' 8'-1" 8'-1' 8'4" 32" 5'-6" V-6" 5'-6" V-8" i� Y•�I�
16' T-10" V-10" T-IV 3'-10" 16" 61-8" 6'-8" V-8" 6'-B" 16" 10'-0" 101-0" 10'-9" 10'0" 24" 7'-4" 7'-0" T-4" T4" !y,
12" 5'-2" 5'-2" V-2" V-2" 12" 8'-10" 8'-10" 8'-10" 8'-10" 12" 13'-0" IV-4" 13.4" IT-4" 16" 101.11" 10'-11" 10'-11" 10'-111,
60 24" 1W' V-9" 1•-9" T-9" 60 24" 3'-0" 3'-0" 3'-0" 3'-0" fi0 24" 4'-6" 4'•8" 4'•6" :4'-G" 60 36" 3'-3" 3'-3"20" V-1" 2'-1" 2'-1" 2'-1" 20" 3'-7" V-T T-T' 3'-7" 20" 6'-5" 5'-5" 5'-5" 5" 32" 3'-8" 3'•8" ' " ' " Amerimax Exterior Home Produe • S\ONAI.Fry•
16" 2'-7" 2'-7" 2'-7" 2'.7" 16" 4'S" 4•-5" 4'-5" 4'-5" 10" 6'-9" 6'•9" 6'-9" 9" 24" 4.11" 4.11" 4'-11" 4'-11" 28921 US Hwy 74PU12" 3S" 3'-5' 3'-5" T-5" 12" 5'-11" 5•-f1" 5'-11" 5'-11" 12" 8'-11" 8'-11" 8'-11" 1" 16" T.4" 7'.4" 7'•4" 7'-0" Rowland,CA 92585 ry P
TABLE 1.10 TABLE 1.11 TABLE 1.12 TABLE 1.13
NOTE;RAFTERS MAY OVERHANG 25%OF THEIR CLEARSPAN Carl Putnam,P.E. C 681
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Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Lynchburg,VA 24503 �.
Snow Load Spading Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C Snow Load Spacing Exposure C cad utnam comcast.ne
s m 130 140 150 170 s m 130 140 150 170 s In 130 140 150 170 s in 130 140 150 170 (PP CIVIL
LIVE 20" T--9" T-9" 7'-5" 6=2' LIVE 20' 11'7" 11'T' 11'6" 910" LIVE 20" 15'-5" 15'-5" IVA" 13=2" LIVE 32" i2=8" 12-B" 12-B" 11=5" 9 C LIFO��
16" 9•-1" 9'-1" 8'-8" 7'-2" 16" 13'5" 13'S" 12_11" 11'4" 16" 1T-9" 17'-9" 16'-10" 14'-9" 24" W-4" 164" 16'S" 13'_3" .
12" 11'-1" 1T-0" 9'-8" 7'-7" 12' W-W 16'-0" 14'-f0" 12'-11" IT' W-11" 20'_0" 18'-1" 16'-10" 16" IV-e" 19'_B" 18'-6" 16'-1"
20 24" Y-10" T-10" V-10" V-10" 20 24' 6'-l" 6'4" 6'-1" 6'4" 20 24" 8'4" 8'-6" 8'•6- 8'•6" 20 36" 6'-10" 6'-10" 6'-10" V-19- �ppESSIA
LIVE 20" 4'-6" 4'S" 4'-6" 4•-6" LIVE 20" 7'-0" T.0" 7.0" T.0" LIVE 20" 9'-9" V-9" 9'-9" 9'4" LIVE 32" 7'-6" T•6" T-6" T-6" Q �U '
16" 5'-5" 5'-5" V-5" 5-4- 16" 8'-4" 8'-4" SW8'•4" 16" 11'4" 1V-4" 1V-4" lV4' 24" V-5" 9'.5" 9'_5" 9'-5" .
12" 6'-9" 6'9" V-9" 6'•9" 12' 10'-3" 10'-3" 10'-3" W-3- 12' 13•_9" 13W' 13'_9' 13'_g" 16" 12'_B" 12.8" 12'_8" 12•_8"
25 24" 3'-B' 3'-B" 3'•8" T-8" 25 24" V-10" V-10" 5'•10" 5'-10" 25 24" 8'-2" 8'-2" 8'-2" 8'4" 25 36" 6'-7" 6•-7" 6'-7" 6'-7" U 1rr
20" 4'-3• 4'-3" 4'-3" 4•4- 20" V-9" V-9" 6'-9" 6W' 20' 9'4" 9'4" 9'4" W-4" 32' T-3" T_3" T-3" T-3" -' 8
16" 5'.2" 5'4" 5'-2" 5'-2" 16" 8'0" 81•0" 8'-0" 8'-0" 16" 11'•0" 1 V-0" 11'-0" 11'0" 24" 9'.1" 9'.1" 9'-1" 9'-1" ..
12' 6'-6" 61-6" V-6" 6'-6" F4O
12" 9'-1i" 9'-11" V-it" 9'-11" 12" IT-4" 13'-4" 13'-0" 13'-4" 16' 12'-2" 12'-2" 12'-2- 12'-2'
30 ZV 3'-1" 3'-1" V-1" 3'-1" 24" 5'-0" 5'-0" 5'-0" 5'-0" 30 24" 7'-l" 7'-1" T-1" 7'-1" 30 36" 5'-8" V-8" 5.8" 5'•8"
20" T-8" 3WS" T-8" T-el20" 5'-10" VA W 5'-10" V-10" 20.. B'-2" 8'-2" 8'-2" V-2" 32' 6'-3" "' V41" V-3" : C1
16" 4'-5" 4'_6" V-Y' 4'-5" 16" 7'•0" T-0" T-0" T•0" _ 16" 9'-8„ y-8" 9.-8" 9-8" 24" 7'-11" 7-11" T-11" T-11"
12" 5'-8" 5'3" 5'-8" F.W. 12" e'-B" V-8" 8'-8" 8'•8" 12" 11'-10" W-10" W-10" il'-10" 16" 10'-9" 10'-9" 10'-V IV-W,
40 24" 2'-5" 2'-5" 2'-5" 2-5" 24" 3'-11" 3'-11" 3'-11" 3'•11" 40 24" 5'-8" 5'-8" 5'S" 5'-8" 40 36" 4'-5" 4'-5" 4-5" 4'-5" OCT 02 2013
20" 2'-10" 2'-10" 2.10" T-10" 20" 4'-7" 4•-7" 4'-7" 4'-7" 20" 6'-7" 6'-7" 6'-7" 6'-7" 32' 4'-10" 4'-10" 4'-10" 4'-10"
i6" V-6" 3'S" V-6" T-6" 16" 5'-7" 5--7" 5'.7" 5'-7" 16" T-10" T-10" T-10" 7'-10" 24" 6'-3" 6'•3" 6'3" 6'-3"12' 4'-5" 4'-V' 4'-5" 4'S" 12" 7W- 7•_0" 7W-' I. 12' 9•-V B•_8" 9•-8" B'_e" 16" 8•_8" 8'8.. • " 8'-8"60 24" 1'•7" 7�7" 1'-7" 1'-7" 24" 2-9" 2-9" 2'-9" 2'-9 60 24" 4'-0" 4'-0" 4'A" d'•0" 60 36" 3'-0" 3'-0" 3'-0" 3'-0"20 " 1'-1120" 3•_3" 3•_3" 3,_3• 3'_3" 20" 4'-8" 4,-B" 4'-B" 4'_8" 32" 3•_5" 3'_5• 3•S" 3'S"
16" 2'-5" 2'-5' 2-5" 2'-5" 16" 3'-17" 3'-f 1" 3'-11" T-11" 16" 5'-8• V-e" S_e" 5'_8• 24• 4'_5" 4'_5" 4,_5" 4'S"
12" 31_1" 3'-1' 3'-1" 3'-1" f2' 5•_0" 5'-0' 5'-0" 5'-0" 12" T_i• T-1" 7'-1" 7'-1- 16" 6'3" 6'•3" 6'-3" 8'-3"
TABLE 1.15 TABLE 1.16 TABLE 1.17 TABLE 1.18
ICC ESR1398(2012 IBC)9/29/2013 Page 7 of 66
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022015
SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES FOR HIGH WINDS .Q�OFESS(p
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2.5"xb"Su er Six Single S an)DelaiL N3,R 3.5k12"Su er 12(Single Span)Detail D 2.5"x 12"Mark X(Single Spa )Detail B 2"xfi"Flat Panel{Single Span)Detail N2,C g10NAL ir0•.�d- '
Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure
Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C 2 IV trP +VU
(psi) (In) 140 120 130 140 (ps m 140 120 130 140 (psi) On) 140 120 130 140 (pso m 140 120 130 140 o a , A 9 535 1 & 3
10 0.018 8'-0" 7'-11" T4" 6'-g" io o.oi8 lo,-6" io'-6" T-I" B-6" 10 0.018 V-5" 6'-4" VAD" S-s' 10 0.018 6'-6" 8'-W T-10" T-5" 6 139
LIVE 0.024 12'-3" 12'-1' 11'-2" e'S" LIVE 0.024 11'-N" 11'-11" 11'4' 10'-10" LIVE 0.024 8'•5" 8'•3" T-6" 7'-1" LIVE 0.024 1P-7" 11'-7" 10'•10" 10'-7" art uham P 'k 'k
0.032 15'-1" 14'-11" 13'-8" 12'-8" 0.032 14'-0" 14'-0" 13'-l" 12'9" 0.032 12'-0" 12'-0" 1l'-5" 10'-10" 0.032 12'-9" 12'-9" 12'-3" 12'-06' -
0.036 15'-10" 15'-i0" 15'-0" 13'-10•' 0.036 15'-0" 15'-0" 14'4" 13'-7" 0.036 12'-5" 12'-5" 1l'-11" 1V-2" 0.036 13'-3" 13'-3" 12'6" 12'•5' iFc b ,V 24503 Ct d�a\P
20 0.018 V-0" T-11" 7'4" 6'-9" 20 0,018 6'-6" V-6" B-0" V-4" 20 0.018 6'-3" V-3" 5'-10" 5'-5" 20 0.018 7'-6" T-6" 7'-2" V-10" ( 4) 51 P CA1J.F
LIVE 0.024 ti'-B" 11'4" 11'-1" 8'-5" LIVE 0.024 1V-6" 9'-4" 8'-11" V-5" LIVE 0.024 8'-2" 8'-2" T-8" " 7'-l" LIVE 0.024 9'-l" 9'-1" 8'-9" 8'-3" ar
0,032 14'-l" iT-10" 13'-7" 12'-8" 0.032 12'4" 12'-1" 11'-9" 11'-3" 0.032 1V-0" 10'•10" 10'-8" 9'-2" 0.032 11'-9" Il'-T' 1l'-4" IV-0" FC OCT 02 2013
0.036 14'-B" 14'-5" 14'-2" 13'-9" 0.036 13-4' 12'-11" 12'-7" 12'•0" 0.038 11'-5" 11'-3" l l'-1" 10'-7" 0.036 123" 12'-0" 11'-10" 11'-5" M IMUM E 7 TARY W DTH AND#10 SCREWS
25 0.018 8'•0" T-11" T4" 6'-9" 25 0.018 61-6" 6-3" 5'-9" 5'4" 25 0.018 6'-3" 6'-1" 5'-10" 5'•5" 25 0.018 T-6" 7'4" 7'-1" 6'-10" FO ANE H ER COMBINATIONS Table 4.9
0.024 1V4" 114" 10'-10" 8'-5" 0.024 9-4" 9'-2" 8'-g" 8'-5" 0.024 8'-2" 8'-0" V-8" T-l" 11,024 9'-1" 8'-11" 8'-7" 8'4" Pael #of#10screws PER FOOTto attach anel to header
0.032 IT-10" 13'-10" 13'-3" 12'6" 0.032 12'-1" 12'-l" 11'-0" ll'-3" 0.032 10'-10" 10'-10" 10'S" 9'-2" 0.032 11'-7" 114" 1V-2" 1V-0" Headers Gauge 1 1 2 1 3 1 2 1 3 1 4 1 2 1 3 1 4 6
0.036 14'-5" 14'-5" 1T-11" IT-9" 0.036 12'-11" IT-11" 12'-3" 12'-0" 0.036 11'-3" 1 V4. 10'-10" 10'-7" 0.036 12'-V' 12'-0" 11'-8" 11'-5" (in) 115 mph Exp B 115 mph Exp C 1140 mph Exp C
30 0.018 8'-0" T-11" T4" 6'-9" 30 0.018 6'-0" F-9" V4" 0'-0" 30 0.018 6'-0" 6-111, 5'-B" 5'•5" 30 0.018 T-2" 7•1" V-1W 6-7" Dble 2x6.625 0.018 T 6' 9' 4' 7' 9' T 4' 6' MAX
0.024 10'-10" 10'-10" T4" 8'-5" 0.024 e'-11" V-9" V-5" 7'-11" 0.024 T-10" T-8" T-5" 7'.1" 0,024 8'-9" 8'-7" 8'-3" 8'-0" RF Fascia 0.018 V 6' MAX 4' MAX MAX V MAX MAX MAX
0.(132 13'-3" 13'-3" 12'-g" 1T-5" 0.032 11'-6" 11'-6" 11'-0" 10'-9" 0.032 10'-6" 10'-b" 9'-2" 8'•10" 0.032 11'-2" 11'.2" 10'-10" 10'-9" 3x8 0.018 V 6' 9' A' 7' 9' 3' 4' 6' MAX
0.036 13'-11" 13'-11" 13'-6" IT 3" 0.036 12'3" 12-3" ti'-9" 116" 0.036 10'-10" 10'-10" 10'S" 9'-1" 0.036 1V-8" 1l'-8" it'-3" IV-2" All Others 0.018 T 6' 9' 4' 7' 9' 3' 4' 6' MAX
40 0.018 T-7" 7'-7" 7'-3" 0'-0" 40 0.018 0'-0" 0'-0" 0'-0" 0'-0" 40 0.018 5'-7" 5'-7" 5'4" V-D" 40 0.018 6'-8" V-6" 6'41" 0'-0" Dble 2x6.625 0.024 4' 8- 12' 6' g' 12' 4' 6 8' MAX
0.024 g'-3" 9'-3" 8'•9" 0'-0" 0.024 T-3" V-3" T-5" 0'-0" 0.024 T-3" T-3" b'-11" 0'-0" 0.024 V-1" 8'-1" 7'-9" 0'4" RF Fascia 0.024 4' MAX MAX 6' MAX MAX 4' MAX MAX MAX
0.032 12'-2" 12'-2" 111'-9" 11'-7" 0.032 10'-6" 196" 9'4" V-0" 0.032 9'-0" 9'-O" 6'-7" 0'-0" 0.032 10'-7" 10'.7" V-6" 0'-0" 3x8 0.024 4' V 12' 6' 9' 12 4' 6' 8' MAX
0.036 13'-0"1 13'-0" 1 12'-6" 1 12'4" 0.036 1V-3" 1V3" 10'-10" 10'•8" 0.036 9'-3" 9'-3" 8'•10" 0'-0" 0.036 1V-0" 11'-0" 10'-9" 10'-7" All Others 0.024 4' V 12' 6' 9' 1 12' 4' V 8' MAX
60 0.018 0'•0" 0'-0" 0'-D" 0'-0" 60 0.018 0'-0" 0'.0" 0'-0" 0'•0" 60 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 0.018 0'-0" 0'•0" 0'-0" 0'-0" Dble 2x6.625 0.032 4' 9' 13' 6' 10' 13' 4' 6' 9' 13'
0.024 0'•0" 0'-0" 0'-0" 0'-0" 0.024 0'-0" 0'-0" 0'-0" 0'-0" 0.02A 0'-0" 0'•0" 0'-0" 0'-0" 0.024 0'-0" 0'-0" g'-0" 0'-0" RF Fascia 0.032 5' MAX MAX 7' MAX MAX 5' MAX MAX MAX
0.032 0'-0" 0'-0" 0'-0" 0'-0" 0.032 0'-0" 0'-0" 0'-0" 0'-0" 0.032 0'-0" 0'•0" 0'-0" 01•0.1 0.032 0'-0" 0'-0" 0'-0" 0'-0" 3.8 0.032 6' 11' MAX 8' 17 MAX 5' 6' 11' MAX
0.036 0'-0" 0'-0" 0'-0" 0'-0.. 0.036 0'-0" 0'-0" 0'-0" 0'-0" 0.036 0'-0" 0'-0" 0'-0" V4. 0,036 0'-0" 0'-0" 0'-0" 0'-0" All Others 0.032 6' 11' MAX 8' 12' MAX 5' B' 11' MAX
TABLE 4.11 TABLE 4.12 TABLE 4.13 TABLE 4.14 Dble 2x6.625 0.036 4' 9' 13' 1 6' 10' 13' 4' 6' 1 9' 13'
SINGLE SPAN TABLES NOTE:PANELS MAY OVERHANG 25%OF THEIR CLEARSPAN RF Fascia 0.036 5' MAX MAX 7' MAX MAX 5' 7- MAX MAX
2.5"x6"Super Six(Mufispen)Detail N3,A 3.5"x12"Super 12(Multispen)Detail D 2.5"x 12"Mark X(Multispan)Detail B 2"x6"Flat Panel(Mullispan)Detail N2,C 3x8 0.036 6' 12' MAXI 8' 13' MAX 6' 8' 11' MAX
Ground Panel Wind Speed and Exposure Ground Panel Wnd Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure All Others 0.036 6' 12' MAX 9' 1 V MAX 6' V 12- MAX
Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C
(psi) (in) 140 120 130 140 lost) (in) 140 120 130 140 (Psi) (in) 140 120 130 140 ( sf) in 140 120 130 140 'MAX'means the maximum possible tributary width
10 0.018 8'-7" 8'-7" 8'-0" T-9" 10 0.018 S-1'. 6'-1" 5'-5" 5'-2" 10 0.018 6'-8" 6'•8" 6'-3" V-0" 10 0.018 9'-7" 9'-7" 9'-D" V-11" Minimum number of screws is on per panel
LIVE 0.024 10'-7" 10'-7" 9'-11" 9'•8" LIVE 0.024 8'-8" e'-8" 7'-9" 7'-5" LIVE 0.024 8'-10" 8'-10" 8'-3" 8'•0" LIVE 0,024 11'-7" 1l'-7" 10'-10" 11'-11" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS
0.032 13'-0" 13'•0" 12'•2" 11'-10" 0,032 12'-3" 12'3" 1V-2" 10'-9" 0,032 11'-1" 11'-1" 10'4" 10'-1" 0.032 12'-9" 12'-9" 12'-3" 13'-l" FOR PANEL/HEADER COMBINATIONS Table 4.t0
0.036 14'-2" 14'-2" t3'-3" 12'-10" 0.036 13'-10" IV-10" 12'3" 12'-2" 0.036 11'-5" 1 V-5" 10'-8" 10'4" 0.036 IT-3" 13'-3" 1Z-V' 13'-7" Panel#of#14 screws PER F00T to attach panel to header
20 0.018 T-6" T4" 7'-2" V-10" 20 0.018 T-11" 3'-i t" 3'-8" T-3" 20 0.018 V-10" V-8" 5'-6" 5'3" 20 0,018 8'•6" 8'-3" 8'-0" 8'6" Headers Gauge1 I 2 I 1 I 2 3 1 1 2 I 3 1 4
LIVE 0.024 9'-4" 9'4' 8'-10" 8'-5" LIVE 0.024 T-l" V-10" 6'-8" 6'-0" LIVE 0,024 7'-9" 7'-7" 7'4" 7'-0" LIVE O.D24 10.3" 10'-0" 9'•9" 10'-3" (in) 115 m h Exp B 115 mph Exp C 140 mph Exp C
0.032 1V6" 1V-2" 10'-11" 10'-5" 0.032 10'4" 9'All" 9'•7" V-11" 0.032 9'•9" 9'-6" 9'-3" 8'-10" 0.032 1V-9" 11'-T' 11'4' 11'-9" Dble 2x6.625 0.018 4' IMA
12' 3' 6' 8' J 2' 4' 6' 8'
0.036 12'-6" 1T-2" 11-11" 11'4" 0.036 ll'-9" 11'4" 11'-0" 10'-3" 0.036 10'-1" V-10" 9'-7" 9'-1" 0.036 12'-3" 12'-0" 11'-10" IT-3" RF Fascia 0.018 4' AX 3' MAX MAX 2' 4' MAX MAX
25 0.018 7'4" 7'•4" 7'-D" V-10" 25 0.018 3'-11" T-9" T-6" 3'-3" 25 0.018 5'-B" S-8" 5'4" 5'-3" 25 0.018 8'-3" B'-3" 7'-10" 8'•6" 3x8 0.018 4' 12' 3' 6' 8' 2' 4' 6' 8'
0.024 9'-1" 9'-1" 8'-8" 8'-5" 0.024 6'-10" V-10" 6'-3" 6'-0" 0.024 T-7" T-7" 7'-2" 7'-D" 0.024 10'.0" 10'-D" V-6" 10'-3" All Others 0.018 4' 12' 3' 6' 8' 2' 4' 6' 8'
0.032 11'-2" 11'-2" 10'-8" 10'-5" 0.032 9'-11" 9'-11" 9'-3" 8'-1 i" 0.032 9'-6" 9'6" 9'-0" 8'-10" 0.032 11'-7" 11'-7" 11'-2" 11'-9" Dble 2x6.625 0.024 5' MAX 4' 7' 11' 3' S' 8' 10'
0.036 12'-2" 12'-2" 1 V-7" 1l'4" 0.036 11'4" 11'4" 10'-7" 10'-3" 0.036 9'•10" 9'-1Y' 9'4" 9'-i" 0.036 12'-D" 12'-0" 11'-8" 12'-3" RF Fascia 0.024 5' MAX 4' MAX MAX T 5' MAX MAX
30 0.018 7'-0" 7'-0" 6'•8" 6'6" 30 0.018 3'-B" 3'-6" 3'-3" 3'-1" 30 0.018 5'4" 5'4" 4'-7" 4'-5" 30 0.018 7'-10" 7'•10" T•6" 8'-0" 3x8 0.024 5' MAX 4' T 11' 3' S' 8' 10'
0.024 8'-8" 8'-8" B'•3" 8'-i" 0.024 6'3" 6'-3" 5'-10" 5'-7" 0.024 7'-2" 7'-2" 6'-10" 6'•8" 0.024 9'-6" 9'6" 9'-1" 9'-9" All Others 0.024 5' MAX 4' T 11' 3' S' 8' 10'
0.032 10'•6" 10'-8" 10'-2" 10'-0" 0.032 9'-3" 94' 8'-8" V-5" 0.032 9'-0" 9'-0" 8'-e" 8'-5" 0.032 11'-2" 11'-2" 10'-10" 11'4" Dble 2x6.625 0.032 6' MAX 4' 8' 13' 3' 6' 9' 11'
0.036 11'-7" 11'-7" 11'-1" 10'-10" 0.036 10'-7" 1D'-7" 10'-0" 9'-8" 0.036 9-4" 94" 8'-11" 8-B" 0.036 11'-8" 11'-8" 11'-3" 11'-10" RF Fascia 0.032 6' MAX 5' MAX MAX 3' 6' MAX MAX
40 0.018 64" 6'•4" V-l" 6'.0" 40 0.018 3'•2" 3'-2" 2'-11" 0'-0" 40 0.018 4'-6" 4'-6" 4-3" 0'-D" 40 0.018 7'-2" T-2" 6'-11" T4' 3x8 0.032 T MAX 5' 10' 15' 3' 7' 10' 13'
0.024 T-11" 7'-11" 7'-7" 7'-6" 0.024 5'-5" 5'-5" 44" 0'-0" 0.024 V-7" 6'-7" V4" 6'-2" 0.024 8'-9" 8'-9" 8'•5" V-11" All Others 0.032 T MAX 5' 10' 15' 3' 7' 10' 13'
0.032 9'-9" V-9" V-5" 9'-3" 0.032 8'-2" V-2" 7'-8" T6" 9.032 8'-3" 8'-3" T-11" 7'AW 0.032 10'-7" 10'-7" 10'-3" 10'.9" Dble 2x6.625 0.036 6' MAX 4' 8' 13' 3' 6' 9' 11'
0.036 10'3" 10'-8" 10'-3" 10'-1" 0.036 9'-5" 9'-S' 8'-11" 8'-B" 0.036 8'-6" 8'-6" 8'-2" 8'-i" 0.036 11'0" 11'-0" l0'-9" 11•2" RF FasCla 0,036 6' MAX 5' MAXMAX 3' 6' MAX MAX
6o 0.018 V-0" 0'-0" 0'-0" 0'-0" 6o 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 0.018 V-0" 0'-0" 0'-0" 0'-0" 60 0.018 0'-0" 0'-0" 0'-0" 6'4" 3x8 0.036 8' MAX 6' 11' MAX 4' T 11' MAX
0.024 0'-D" 0'-0" 0'-0" 0'-0" 0.024 0'-0 ' " 0'-0" 0'-0" 0,024 0'-0" 0'-D" 0'-0" 0'-0" 0.024 0'-0" 0'-0" ' " 7'-8" All Others 0.036 8' MAX 6' it' MAX 4' 8' 11' MAX
0.032 0'-0" 0'-0" 0'-0" 0'•0" 0.032 0'-0" W-W. 01-0" 0'-0" 0.032 0'.0" 0'-0" Olt
0'-0" 0.032 0'-0" 0'-0" 0'-0"
0.036 0'-0" 0'-0" 0'-0" 0'-0" 0.036 U-0" v-v' 0'-0" 0'-0" 0.036 0'-0" 0'-0" o'-0" 0'-0" 0.036 0'-0" 0'-0" 0'-0"
ICC ESR1398(2012 1IW'&10013 TABLE 4.16 Page 23T0 4.17 TABLE 4.18
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a SL 9 BE 3 AVS a BE 9E a 3 .C9 YE a a a 0 Ah..t v .r.0 99 BE LE BE BE a 4•9 61 LE U a a S-9 a a CE a a .Z-D v .S-.01 S9
an a a a 3 A'9 a Q 9Z a 3 ." IL a a a a .II-,B v .P.t I BL a a a a Z..5 6E a LE U 0 .1•49 9 a K a a .PA v A-M 9
9E a BE BE 3 A..9 a a Q a 3 .a-A IZ EZ LL LZ 9 .t-.t v A-C SL a a 9 a 0 .L-A BE a a a 0 .PA1 a a IL a e .1CA v .V-21 S'S
9Z SE SE BE 0 a-.9 LE SZ SZ a 3 .l-1 IL a a a a .ht v .L-,Y 4 a U a a 0 2-At OE a Q BE a 2St1 LZ a YL a 8 S-1 Y a-cl S
U a IL It 0 .Ot-,9 LL a a a 3 .S-1 SL CL EL IE a A:t V .r.t SB a a a a 9 A-DI OC a U SE a .V.4t LZ a WE a a .tL-1 v .L-.si It AT'O
a 9Z IL WE a Z.1 Li 9L BE a 3 .OhL Q IZ LL LL a AL-.1 v .B•t 9 0C 9L U WE a .P.11 OC a a a 0 .CZt a BE a a v ,P.2 v A-4 1 Mal
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BE 9L a a a .O.'s a LZ Q K a .01-19 9E IE a LL a a-.S v .P.B L It a a CL a J'm 1C OC a IZ a .l1-bl Be It a in v .L.Al v A-.a C 01
BE 99 a CL 0 .P.I BE LL SL K 0 .t-A 9E BE m 1L a A-9 v .r9 It 631I5Oe'100 HtlW DCt BI O3 Od HdWSlt
9L U SE a a .t-A 9E LE BE Q a 3.41 9L a CC 09 9 S-9 Y .Vt I It LE a 1L a 4•.9 a a LL LZ 3 .LL-.9 EZ a a a 9 2-A v 2-.9 Cl
a U a a a AVA a BE 9L Q A4•Dl LL a K OC B .l•1 V 2-�9 S'C a a a 8L a .CA U LL U LZ 3 .C.1 CE CL a Q 9 .L+1 tl .P.S L4
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93131SO Hd 0131I O3 Od H3WStl BE an an a a 91 a an a a a 2•A an CE a a a A-..L v .6-.9 at
WE tL CZ a 3 .a-.S K IL YL WE 3 Z-9 an IL BE OE a .9-.0 v AA Be BE SE SE a a A a 9t an 9L 99 0 .S-A kE CE a CL 9 Sx V .Z'1 96
1E a a CL 3 A-,9 K IC IL It 3 ZSa a IL OL 09 9 AC.0 V R.0 6 a a a a a -LL-1 an a BL a 0 A-A EE a a a B 319 Y 4`1 6
IL an CZ ti 3 2-9 WE Q CL a 3 .P9 an IL OL OE a A-,I v .ht S'B BE SE u u a 4+9 a U BE 92 a A•A WE a a a a A-,S v A-A S'9
WE a m a 0 .C19 a a a Q 3 .11.3 a IZ 0E BE a Ant V A•.0 2 a BE SE a a A-.9 BE a BE an 0 .rA /E a a a a .P.9 v A•A 9
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a CZ R a a A-,L a K m a 3 A-1 a a OE OL a .9-.Y V .t-.Y L a a IL WE 0 2.1 a BE BE a a 2-Al WE a an an a a-9 v A-A L
a K a a a .rl a IE CZ a a Al a a BE at a .lrA v ." SB a BE WE WE a 23 LE a SE Q 0 a-at a a a a 9 .4-.9 v A-At I'S
a YL a a O .2.1 a WE a a a .Y•A a a In 6L 9 A-9 v A+1 9 BE BE WE WE 0 .0•A1 a a BE SZ a .1-31 a a a in a .C-1 V A-31 9
a K a a a .YES a IL a a a A1-2 IL R IE 64 a .4-.9 v SS SS a SL K tl a 4Al LZ a WE IL 0 JAt Be WE a IL a ,P1 v .Wzt I'S
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a a a IL a A-A an u a a a .0•Al IS CE a at 6 J-9 v ." 9Y a 9L K a e .o-A4 9L LE SZ K 0 A'St BE /Z a IL v A-.I v 3,91 it Alm
a SZ Q 4L 0 .P.6 in BE K a 0 .PAL SL a a 9t B .R-9 V .i-.L I a BE u a e S2l 9L U SL a a .W.a a R LL BE V ,h6 V .0•.Ll 1 Otl01
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SV3bV ONIM HdW SLL NI Stl3AOD 791MISW9903 ONV OLLVd NOd SONIOUS 1SOd a•S N3AOO ancts
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE
12 Gauge x3"x8"Sleel C(Detail T) Double 16 Go 3'k11'Steel C(Deud1T Go, A Double l2 SO as Tand AY) 12Gsuge X3'k8"Steel C(DmaiIT D01i11e160a3k5'Sleel C l0sta8 T and A Doublo 12 Go T'xV'Steel C(Detail T and AY)
TABLE-6.8 AVadletl Frewhandingor L21c A etl Freestanding or Al"od Freeslanlang or TABLE 6.8 Attached Fraestancing or All Chad Freestanding or Attached Freestanding or
Structure Mulfi nUnits SBuuture Mullis an Units Structure Mldlispan Units StrucNre Mukispan Units Stwolure Mullis an Units Stntclure Mullispan Units
GROUND TRIG POST POST MAX IMPOSTIENGTH MAX MACPoST LB4GTN MAX MA%POSTLIB9GR1 GROUND TRIR POST POST MAX MACPOSTLENr1TH IIAY. MA%POSi IENOTfI MAX IAAX POST LENGTH
SNOYv 9wmH SPACING REOD POST MIN fOOTER 6' ' fY I 15 POST MIN POOTER F I tY ) IS POST MIN FWTIF F ' 1Y ) 14 SNOW YAOTH SPAWN REOD POST MN DOTE a' ) 1T I 15' PoST MIN O B' I 1£ 15' POST MlN DOTE b' 11Y I 15
LOAD (FT) ON SIAH FOR aPALW POST SIZE LONSIRAWEO FOO SPACW POST EQE LONSTRNNEO FOOTS 9PACING POST aGE CONSIFANEDFOO LOAD (Fn ON SLAB FOR SPACIN PoSi MJE CONSTRPINEO FOOTER SPAG POST 62E LONSTRAJNEO FOOTS SPACW POST SITE CONSTPPIN69 FOD
(PM IF) SLAB (F) TYPE -d' 'd -d W (Pit TYPE -e 'd' 'd W lrn TYPE Y 'd 'd 'd (p3F) (Fl) all (FT, TYPE 'd 'd 'd 'd' (FT) TYPE 'd 'd 'd 'd IFT) TYPE 'd •d -d 'd
M) Onl M) On) M) 11 On) C) On) nl ry4 00 M) On) M) On) On) 0n) On) M1 M) M) M)
140 MPH EXPOSURE C p160 MPH EXPOSURE B 140 MPH EXOSURES
10 5 1]'-r A 1S{' F 35 as 35 21.2- F 37 37 ]T 35'q' F J9 ]9 ]B 00 5 Td' A 15.5• F 30 ]0 K N 1Y-0• F 32 ]1 ]] ]5 3{'0' F K N 35 SB
LIVE 53 t2'4• A 17'4' F 36 M a6 2F4' F 36 38 K 2V.IW F 40 40 40 5.5 5'-r A IY-5• F ]1 31 31 11 1B'•9- F 33 33 33 35 23'4- G 35 35 35 3T
LOP➢ 6 114' A 1rF F K as
a6 1F-1F F 39 39 39 W.I. P 41 41 41 6 A--r A lV.r F 31 31 31 31 1r-fo• F 33 33 33 K 2Y•r G M 36 M 37
ONLY 65 it-5' A 154- F 37 37 37 Irmo- F 39 39 39 23'4' F 42 42 42 6.5 N' A 13'-iF F 31 31 31 31 IT-1- F K K 34 K 21-11' 0 36 K 36 37
7 r-0' A 15'4• F 37 37 37 Irma' F 39 39 39 9'-it' G 43 43 43 7 4'-0- A ITQ- F R 32 32 32 ISJ• F K K K K 21'3- G 37 37 37 37
75 W-11 A 144- F 37 37 37 1Td' F 40 ID 40 2Y-5' G U 43 43 73 3''r A tY-7• F 32 32 32 32 ITm9- F K K K K 2V-it- G 39 K 35 35
a b'4T A 13'-9- F 38 as 39 1F-11• F 40 40 4D 21'-t1' G M 4t N B T6 A 12'-0- F 32 32 32 32 l53' F 35 35 35 35 2YT G K K 26 38
a3 lr r A 13'S' F 38 30 30 IV4. F 41 41 41 21'4• G M 44 N a5 34' A 11'-T' F 32 32 J2 32 IV4. F 35 35 as 35 2M-1' G 39 39 39 39
9 TS A I2'-0' F 38 38 38 15'•10' F 41 41 41 21-1' G 45 45 45 9 Tr A 11'-1' F 32 32 32 32 14-2. F 35 35 35 35 IV4. G 39 39 39 39
95 T-Y A 174- F 38 30 K 15'4• F 41 41 41 1F-0' O 46 46 46 9.5 W' A 192' F 33 33 33 31 13'4- G K 35 35 35 1r4' G 40 40 40 40
10 fr ' A 11'-lT F 36 36 ]B 14'-11- F 42 4Z 42 2F4P G 46 46 " 10 Y-ID' A 104• F 33 33 33 33 1]1]• G K ]6 36 36 19'-0' G 40 40 40 40
1DZ firs A 11'-F F 39 J9 39 14'S F 42 42 42 10'-0• G 47 47 47 103 Y•T A IV4. F A 33 33 33 tY-11- G K K K 36 1B'-0' G 41 41 41 41
11 F4 A 11'-0- F 39 39 39 14'-1• G 43 42 42 19'-0' 0 47 47 4T 140 MPH EXPOSURES oHWMPHExP06URER
11.5 S'-11' A 10'-9' F 39 39 39 13'A- 0 12 42 42 154' G 46 45 45 30 5 5'-F A 14'-11' F 33 33 33 ]I 16'-r F JS 35 ]5 37 22'-e- G ]a K K ]43
Q TS A 1P-5' F ]9 ]9 39 D'4' G IJ 1] 43 19'-1' G 40 {B 4a 5.5 5S A 1l'-0' F ]J K 33 ]] 1Td• F M J6 K ii2T-1'11 F@' A r4p' F JT 37 R 12'-9' F I1 tl p 1B'd' G 46 16 Ib 6 4'-r A 13V' F K K K K 15.5' F ]6 36 36 3721'4' G 40 40 10 140 MpH IXPD.SUREB 63 4'-1- A 1Y-0' F K K K K /54• F ]1 ]7 3] ]1 25-10'10 5 T-1' A 1T-0• F ]1 31 ]1 SL 20-0' F J) ]) ]J 35 25'-0' F 35 SS K Sa T 4'•1' A 11'd t' F K K K K 15'-0' F Ji ]T aJ ]J 204' 0 41 {1 U LIVE 5.5 FS A IF4' F 32 II II 32 20'-0' F K K 3J 35 111. F K 35 K K 7.5 F•9- A 114' FK 14'-S• F JJ 3> 3T ]T19-0i-LOAD 6 5'•11' A 15-1F F 32 32 32 32 19'-1. F K K K 35 ZY4. F 36 M ]6 ]3 a YS A 1F-1FF3535 ]535 13'-tl• G K3alr-5•ONLY 63 5'-F A lw-0 F 32 32 32 32 15'-3- F 14 K K K Y-11- G 37 ST 3T 33 85 34- A 1G-5• F3535JS ]5 13'4- G ]a3a16-1•7 S'-1' A 114• F 32 32 32 32 17'-r F 35 35 35 35 2YX G 30 K K 35 9 T' A ta41• F 35 ]5 J35 W-11. G 38KIF4• G 4) A l3
75 FF A 14-0' F 33 33 31 ]3 IT41' F 35 K 35 35 21'-1F G 38 K 36 38
a 1'-r A W.I. F 33 33 33 al, iFJ• F K 35 a5 K 213• G 39 39 39 39 OVER- I TABLE62 TPoBUTARYWID]HS FOR SINOLESPANATrACKEDSTRUCTURES
a3 4'-£' A IYd• F 33 33 33 33 16'-9• F a6 M 38 K 2F-11. G 39 39 39 39 WWG PROJECTIDNOFSHIGLESPANSTUCTURESiFD
9 3'-11' A 1Y-1- F 33 33 33 31 lr3 F a6 K K ]6 20'•7• G 40 40 4D 40 IFn F T F 9' 1w It- 1Y 13' le 1S' 1F 1T 16' Ir 20' 21' Y2'
9.5 3'-T A 11'-0• F K K K K 14-9- F 36 as K JB 20.3' G 40 40 40 40 F 3' 35 4' 4S 5' 5.9 F 6S r 7.5 a' 63' F 93 10, 103' 11'
10 3'4' A if'S F K K 34 bi 14'-4• F 37 37 37 37 ID'40' 0 41 41 41 4t 1' 3S 1' 4S S 5.5 F 6.5' T 7.V F a5' 9' 9S 1O IDS 11' 113.
105 Y4' A 10-11• F K K N K 1]'-11' G 3T ]T ]7 ]> 154' G 41 41 41 N 2' Ne Ne Na ws We 6.T T. IN r as P 93- 10' ION IV 11Y fY
11 3'-r A ttl-r F K K K K U'4- G ST 37 3T 3T "-a. G '2 42 12 12 ]' V. Ne Ne Ne W. W. Ne Na Ne Ne 9.5' IF f05' 11' 11.5' IY f25'
li3 3'4- A 10'J' F K K K K 13'-t G aT a7 31 an 1F-01' G 43 42 42 42 4' V. M We Na M Ne Ne Na Ne nle Ne M Ns Ne Me 125 1]'
I40MPH5XP0SUREC or IN MPH EJIPOSUREB
20 5 r-l• A IFS F K K 34 K IV4. F 36 36 K 36 2Y-7' F 3B 36 35 41 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for
LIVE 55 rS A 15'S F K K 34 K IFS F 36 36 36 38 2T-IV G 39 39 39 40 for Attached Single S nStructures FmOstanding S4ucluresor Mul9s an Attached StNCture3
LOAD 6 5'd1' A A'-r F U K K 34 1T-5• F 37 37 37 37 3Ya' G 40 40 40 40 Post Description SA
POST Detail Post Descrifliml Matlmum Max POST
ONLY 63 F.S. A 13'-5• F 35 35 35 35 lff • F 37 37 $7 37 21'2• 0 41 41 41 41 Hillde FoolingHeight Code Detail#
7 54' A 1Y-0F F 35 35 35 35 ffr - F as JO K la 21'-t• G 41 41 41 41 Twin 0.O60X1.5"XI.S"SCr011 AC DD4l'x3'kW Steel Clover d= 20' T B IN 11,AN
73 V-9- A 1Y-3• F 35 K 35 35 04• F K 38 K 38 20'-7' 0 42 @ 42 42 0.092'k3'k0"Aluminum Post MD D.041W3 3"Steel Clover tl= 21' 8' B Nll,AH
a nF A 11'S F 36 36 36 a6 14'-r F 35 3e 3e 35 2F-r G 43 43 43 43 0.024xV 3"Post with Side plat, B NIB,BI9 3/&WN3"SteelSquare d= 29' 14' E G
85 4'-r A 11'-3• F 35 36 K N 14'W F N 39 39 39 lB'-w G 43 43 43 43 Cover 0.03Dk3NY AlumC Nn.al 3/7Bk3'k3'SIeaIS Square d= 32' 8' N17.AG
9 Td1- A 1F-9• F 36 M K 3s 13'W G a9 39 39 39 I5S G M H . M Cover 0.04EYW"4°AlumD N11.AH 3116'k4'k4' S uare d= 3S 14' F�N17.AG
9S Y4- A IF4' F M 36 K 36 IT4. G 39 39 39 39 1F•1- G M 44 N 44 Cclonol0.062"ExtrudedE AE 3116'k4' 'SIe01 Dere d= 38' F N17.AG
10 M' A IVA- F 36 M 3S K IY-11. G 40 40 40 40 18•-r 0 45 45 15 45 0.041"xT4"Steel CloverF Nt1,AN 3176'k5' 5'SteelS m d= 41' 15• G A 9-0• F m 37 ]T 37 txr G 4D 40 40 4o IS'-s- G 45 45 A5 4! 0.041'k3'k3"S1001 CIovolG NH.AH 3116'k6'x6'Sleel Squ d= 15' 1 11 3'-2- A F-P F 37 3i 37 37 12'ma' G 4040 40 40 16'-r 0 '6 46 IS I6 3H6YJ"x3BURIC, H N17.AO11.5 J'-1. A 9'•1- F 3T ]7 37 3T 11'-11- G 40 40 40 40 1rd0- H 46 46 49 46 3116'k3"Xd"Slee 9I N1].AO12 Y-11' A 8'-19- F 37 3] 3i 37 11'd' G 41 41 41 41 1T . H f7 4T 47 1T 3116k4'14"Sleet SquafeJ Nf7,AG ��QFESS)Q,9,
GE NERALINSTRUC710N5 FOR THESE TABLES 3116kSk5'Sleel SquamI 11Y I K N17,AG '1
�U
1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN Q
2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UN IT TABLE 6.8 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterlor Ho a oducts S�� (��
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 28921 US Hwy 74 YES ` 'f,
(PATIO UNITS USE IO PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.S OR TABLE 7.7 Romolend,CA 82585 0� U $ m
USE 20PSF MIN) 10.USE THE APPROPRIATE DETAILS(N1-N35 Or A-BM) Q�
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS Carl Putnam,P.E.
ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW I-6 FROM ABOVE THEN 34411vylink Place C681
5.DETERMINE TRIBUTARY WIDTH FROM TABLE 62 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg,VA 2450
CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLABS.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cadputnamocomcast. el P6130201 - Ci
S.CHOOSE A HEADER FROM THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE
POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES *\ CW�F
T. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6,8
srq� v)t `P OCT 02 2013
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]CC ESR1398(2012 IBC)9/29/2013 Page 43 of 66 JUN 02 2015
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7. DETAIL N30 0.0750 —I �" 0.37 10 110 mph Exp B 21'-3" 14'-Y'
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9 (STEEL A-653 Fy=50 KSI) (ALUM 6063 T6) N11 (3105—H25 ALUM. ALLOY OR TOP MOUNT BRACKET NOT ALLOWED
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N 12 JOIST OR HEADER TLEDGER AND FO ALLOW DRAINAGE �Sg\O MPL'EF Y AND
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WALL HANGER � 2'X2' FAN HEAM 6063T5 ALUM
2'X2' #14 SMS 2.0001.430 ND ORIENTATION SPECIFIED
LDNG 'L' ANGLEI6063M ALUM LONE #14X2' B 0,048'x1.5'x2.5' 6005T5
SCREW WALL HANGER 2'x2' FAN BEAM or 0.72�1.56-0.72
ONE #10 SMS SCREW --I 0.93 f--
FAN BEAM FASTEN TO HANGER BEAM 0.042'x3'x8' 0.72
HEADER
�2.5' or 2'--{ 9 3.00
STRUCTURAL I 0.28 1�
B 1.56
PANEL 037 �—
� 0 0,72
.17
t = 0.041"
3' X 3' CLOVERLEAF HEADER
(A-653 Fy=40 KSI STEEL)
FAN BEAM A
B CONFORMANCE TO THE
APPLICABLE ELECTRICAL Weight of Allowable Fan Beam Spans
0.042'x3'x8• CODE IS ❑UTSIDE THE fan/lights 0.048"x1.5"x2.5" 2'W" Fan Beam
HEADER SCOPE OF THIS DETAIL 3x3 Steel Beam
CEILING FAN OR AND MUST BE APPROVED 301bs 15'-10" 23'
L LIGHT FIXTURE SEPERATELY,
POS7
j 022 5
S10NAL Eh FioFESS10
F 4 PUT) De PU
68 ' m
* EXP.6 0017 * 1 * AmerimaK- 28921US Hwy 74
CIVIL CI EXTERIOR R O M E P R a a U C T s Romoland,CA 925R
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OCT 02 201 35 CID
NTS Miscellaneous Details
[CC ESR1398(2012 IBC)9/2 912 0 1 3 Page 59 of 66 Engineers Stamp .Misc2-2012
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