PMT16-02144 City of Menifee Permit No.: PMT16-02144
_ 29714 HAUN RD.
�CCECA— MENIFEE, CA 92586 Type: Residential Addition
MENIFEE Date Issued:
07108/2016
PERMIT
Site Address: 30211 VIA AMANTE, MENIFEE, CA 92584 Parcel Number: 364-104-004
Construction Cost: $3,000.00
Existing Use: 1 &2 Family Residence Proposed Use:
Description of INSTALL 475 SO FT SOLID ALUMAWOOD PATIO COVER WIELECTRICAL 2 OUTLETS
Work:
Owner Contractor
MICHAEL COLEMAN CALIFORNIA SHOWCASE CONSTRUCTION INC
30211 VIA AMANTE 1507 MARLBOROUGH AVENUE
MENIFEE, CA 92584 RIVERSIDE, CA 92507
Applicant Phone:9516820208
JENNIFER MUNOZ License Number: 912352
CALIFORNIA SHOWCASE CONSTRUCTION INC
1507 MARLBOROUGH AVENUE
RIVERSIDE, CA 92507
Fee Description GQ,ty Amount(S)
Receptacle,Switch,Outlet&Fixture 2 121.0C
Building Permit Issuance 1 2T00
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 6.05
$295.70
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_Permk_Template.rpl Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
1 hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and ❑1 am exempt from licensure under the Contractor's State License Law for
Professions Code and my license is in full force and effect. the following reason:
License Class V License By my signature below I acknowledge that,except for my personal residence
Expires \(i.\1a• k 0 Signature 1f.V\M'w�W ` ALA-10Z in which I must have resided for at least one year priorto 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
o I hereby affirm under penalty of perjury one ofthe 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 worker's 7044 ofthe 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 ,,�,ww.leeinfo.ca.eov/calaw.html.
this permit is issued.
Policy# A0-?AZT Date
❑I have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT
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 following:I 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 1 have provided is correct.I agree to comply
Carrier_l F-e C c �1 �nS��`C,� �� with all applicable city and county ordinances and state laws relating to
'� building construction.I authorize representatives of this city or county to
Policy# Q0 7 CIt%,7 k Expires \0•\ k Lr enter the above identified property for inspection purposes.
(This section need notto be completed is the permit is for one-hundred Date
dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT
o I 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 CITY BUSINESS LICENSE#
workers compensation laws of California,and agree that if]should become HAZARDOUS MATERIAL DECLARATION
subject to the workers compensation provisions of Section 3700 ofthe Labor
Code,I shall forthwith comply with those provisions. �1 Will the applicant or future building occupant handle hazardous material or a
Applicant -\PMv1 c\..P✓ VY\t^CJJ_ Date +-SS-\l o mixture containing a hazardous material equal to or greater that the
amounts specified on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS Dyes Of No
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the in nded use ofthe building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($300,000),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)7 See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guideli�es
CONSTRUCTION LENDING AGENCY o Yes rSNo
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) ❑Yes rodo
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD
I hereby affirm under penalty of perjury that I am exempt from the permitting checklist,I understand my requirements under the State of
California Health al 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 item(s)(Section 7031.5
((�� _
Business and Professions Code).Any city or county that requires apermR r�'es o Noto ,,t"M JIs\Zi(— W\tI(IUZ Date �'•�s-�\p
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER OR AUTHORIZED AGENT
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(RRP)
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
D 1,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 ofthe work,and the structure is www.eoa.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 o 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
not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required for this project because:
❑I,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 Ifyour project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION
1
Menifee
DATE PERMIT/PLAN CHECK NUMBERTmao- a
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 C'
PROJECTADDRESS \ /'(� QQq
ASSESSOR'S PARCEL NUMBER ��/� fin►-�-O LOT I-1 I TRACT (pV
PROPERTY OWNER'S NAME
ADDRESS p b �J
PHONE 0ES) a,-�5C) -- EMAIL
c
APPLICANT NAME
ADDRESS \( ,,��' \ J Nvc- 2 Ck Dom'
PHONE (Gh\ IU�sZ- D7Ug EMAIL
CONTRACTOR'SNAME OWNER BUILDER? ❑YE O
BUSINESS NAME
ADDRESS "—D�'
PHONE W EMAIL
CONTRACTOR'S STATE LIC NUMBER \Z JhZ, LICENSE CLASSIFICATION '6
VALUATION$ 3, CU UU \ SO FT L SO FT
APPLICANT'S SIGNATURE c, l DATE
MW
DEPARTMENT DISTRIBUTION �/I CITY OF m6Ia WAINML�E NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN Y" SMIP lLJ1-T J
INVOICE Q PAIDAMOUNT O �,
AMOUNT � CPSH CHECK# CREDIT CARD VISA/MC
PLAN CHECK FEES PAIDAMOUNT 0CASH 0CHECK# :%CREDIT CARD VISA/MC
OWNER BUILDER VERIFIED OYES O NO DL NUMBER NOTARIZED LETTER O YES O NO
City of Menifee Building&Safety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777
www.cityo finenifee.us Inspection Request Line 951-246-6213
<* q 1507 Marlborough Ave.
Riverside. CA 92507
° PROPERTY PLOT PLAN Office(951) 682-0208
Showcase Construction Fax(951)686-2769
Customer: %/L1 qts/_ C M- nf,4n/ measure date: h'Z?— l��
302 ' n Aa1� lot size:
1KyI ��-N City of Menifee house size: 33-7
lding & Safety Dept. garage size: -41 -7
P/C size: /�D
J U L 0 8 2016 lot coverage: 73 Z. 17 ah
Deceived
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LING AND SAFETY DEPARTMENT
APPROVAL Lei
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DATE 0
ons shall not be construed to be a permit for,or an
32
vion of any provisions of the federal,state or city
nces. This set of approved plans must be kept on the
ie,_ L . ��
Amerimax Exterior Home Products AlumawoodTM Patio Cover,Carport and Commercial Structure Engineering 20121BC
PAGES DRAWING SECTION DESCRIPTION !�
2 PAGES GN01-2012 GENERAL NOTES }}��
GN02-2012 City of Menifee w1810031 N
�3�03
2 PAGES SC01-2012 SOLID PANEL STRUCTURAL CONFIGURATIONS Building & Safety Dept. vvlal IR
SCO2-2012 ALUMAWOOD STRUCTURAL CONFIGURATIONS JUL Q E 2016
4 PAGES LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
4 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 1151�It+�,A
Q�oFGSS o PU
4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS C 1391
4 PAGES LT01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES 613�12e1 ;t
LT02-2012
LT03-2012 TqT v P��P
LT04-2012 FOFCA tF0
2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURE£ SEP 28 2015
10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 115 MPH WIND AREAS V
10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS
4 PAGES NP01-2012 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS OFESSIO
NP02-2012 CIT Y OF MENIFEE PU
NP03-2012 =h V gym —
NP04-2012 BUILDING AND SAFETY DEPARTMENT 68r3 --
9 PAGES CD01-2012 COMPONENT PARTS AND CONNECTION DETAILS PLAN APPROVAL * .64o-2015' * O
CD02-2012 CIVt� �P
CD03-2012 FCALIFO��
CD0 -2012
CD 5 ko
CD0606-2012-2012 REVIEWED BYOCT 02 2013
CD07-2012 DATE
CD08-2012
CD09-2012 'Approval of these plans shall not be construed to be a pemlit for,or an September 29,2013
10 PAGES Miscla-2012 MISCELLANEOUS DETAILS approval of,any violation of any provisions of the federal,state or city
Misc1b-2012 MISCELLANEOUS DETAILS hIooer.:latiiuo�nnttslIlIand ordinances. This set of approved plans must be kept on the
Misc2-2012 FAN BEAM DETAILS Misc3-2012 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURffpletion.
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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SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0��5 g�ONAI Q�yOFESSlO
2.5"x6"Super Six Single Span)Detail N3,A 3.9k12"Su er 12(Single Span Detail D 2.5"x 12"Mark X Single Span)Detail B 2'k6"Flat Panel(Single Span)Detail N2,C 0
Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Grcund Panel Wind Speed and Exposure or oma cts 2�G y
Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C 89 1 S"� 8 m
p m 110 1t5 110 115 (ps m) 110 115 110 115 m 110 115 110 115 (psf) In 110 115 110 115 o anw,CA 2 '! 8 n
10 0.018 12'S" 12'-1" 10'-8" 6'-3" 10 0.018 12'4" 11'-10" IV-11" 10'-11" 10 0.018 8'-2" 7'-10" 6'-11" 6'-7" 10 0.018 11'-3" 10'-9" 9'-0" 6'-8" ,t P. 1
LIVE 0.024 15'-8 14'S" 13'-3" 12'-8" LIVE 0.024 14'-0" 13'S" 12'4" 12'4" LIVE 0.024 12'-2" 11'-9" 1V-10" IV-8" LIVE 0.024 12'-i t" 12'-7" 11'-1
0.032 17'-0" 18'S" 15'-8" 15'-7" 0.032 16'5" 15'-9" 1V-6" 14'-6" 0.032 13'-4" 12'-11" 12'-3" 17-3" 0.032 14'-2" 13'-0" 13'1" 1b'-1" 1 k
20 0.018 10'S" 914, 8811" "1, 20 0.018 V-W 7•10" 7'-1" 8'-9" 20 0.018 7T--l" 63 0" 61-6" V--5" 20 0.018 "1, -3"" 7 10" 1,,-7" ( Ivt5 3 f A \ CCAUFO��`P
7.
LIVE 0.024 12'-9" 12'-4" 12'-0" 11'-8" LIVE 0.024 1T-6" 11'-2" 10'-10" 1U-6" LIVE 0.024 0-3" V-0" 8'-T' 8'-4" LIVE 0.024 11'-3" 10'-10" 7 '-7" 9 carl corrcasf.n
0.032 14'-11" 14'-8" 1*4' 14'-1" 0.032 1T-6" 13'-1" 12'-9" 12'-4" 0.032 71'-8" Il'-5" 11'-3" 17'-0" 0.032 IZV' 72'-3" 12' 11'-9" OCT 02 2013
0.036 15'S" 15'-3" 14'-11" 14'-6" 0.036 14'-6" 14'-0" 13'-7" 13'-3" 0.036 12'-2" 11'-11" 11'-8" 11'-5" 0.036 12•11" 12'-8" 12'S" 12'3" MAXIMUM ALLOWABLE TRIBUTARY WIDTH ANO#10 SCREWS
25 0.018 10'-6" 8'-4" V-11" V-3" 25 0.018 8'3" T-10" 7'-1" 6'-9" 25 0.018 T-l" 6'-10" W-W V-5" 25 0.018 8'-0" 8'3" T-10" T-8" FOR PANELIHEADER COMBINATIONS Table 4.9
0.024 12'-9" 12'4" 11'-8" 17'-e" 0.024 1V-2' 11'-2" to'-6" 1V-6" 0.024 03" 9'-0' 8'-T' 8'4' 0.024 10'-10" 0'-0" 9'S" 9'-4" Panel#of#10 screws PER FOOTto attach panel to header
0.032 14'-11" 14'3" 14'-1" 14'-7" 0.032 IV-7" 13'-l" 12'4" 1T-4" 0.032 11'-5" 1l'S" 1T-0" 11'-0" 0.032 12'-3" 12'-3" 11'-9" II'-9" Headers Gaug 1 I 2 1 3 2 3 4 2 3 1 4 1 6
0.036 15'-6" 15'3" 14'-9" 141S"1 0.036 14'-0" 14'-0" 13'-3" 1 1N-3-11 0.038 11'-11" 11'-11" 17'-5"1 1114' 0.036 17-8" 12'-8" 12'3" 12'.3" (in) 715 m h Ex B 115 m h Exp C 140 mph Exp C
30 0.018 9'-1" V-11" 8'-0" 8'3" 30 0.018 71-5" T-l" "I' 6'3" 30 0.018 T-8" 61•6" 6'4" 6'-1" 30 0.018 8'-0" TAV T-6" T-4" D61e 2x6.625 0.018 3' 6' 9' 4' T 9' 3' 4' 8' MAX
0.024 11'S" 113" 11'-1" 11'-1" 0.024 10'S" 10-6" V-4" 9'-2" 0.024 V-9" 8'-7' 8'-2" e'-0" 0.024 V-9" 9'•8" V-1" V-11" RF Fascia 0.018 3' 6' MAX 4' MAX MAX 3' MAX MAX MAX
0.032 14'-7" 14'-1" 13'-7" 13'•7" 0.032 12'4" 17-4" 11'-9" ll'-9" 0.032 11'-W 1T-0" 10'-8" 10'S" 0.032 11'-9" 11'-9" 114" 71'-4" 3x8 0.018 3' 6' 9' 4' T 9' 3' 4' 6' MAX
0.036 14'S" 14'-8" 14'-2" 14'-2" 0.038 13'3" IT-21" 7Y-7" 12'-7" 0.036 71'-5" 11'S" 11'-1" 11'-1" 0.036 12'3" 12'3" 11'-10" 11'-10" All Others 0.018 T 8' 9' 4' T 9' 3' 4' 6' MAX
40 0.018 8'4" 8'-2" T-10" T-9" 40 0.018 6'3" 6'-0" 5'-0" 5'4" 40 0.018 V-1" 6'-0" 5'-9" V-8" 40 0.018 7'4" T-2- 8'-11" 6-10" Dble 2x6.625 0.024 4' 8' 1Y 0 9' 12' 4' 6' 8' MAX
0.024 10'-7" 10'-7" 9'S" 9'4" 0.024 9'-2" 6'-11" 8'-7" 8'-5" 0.024 8'-0" 7'-10" 7'-T' TS" 0.024 8'-11" 8'-9" 8'S" e'-3" RF Fascia 0.024 4' MAX MAX 6' MAX 4' MAX MAX MAX
0.032 13'-0" 13'•0" 12'-5" 12'S" 0.032 11%3" 113" 10'-8" 10'-9" 0.032 9'-11" 9'S" 9'4' 0-2" 0.032 11'-0' 11'-0' 109" 10'-9" 3x8 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' MAX
0.036 13'-9" 13'-9" 13'-3" 1T3" 0.036 12'-0" lZ-V' 11'E" 1V'6" 0.038 1U-7" 10'-7" 9'-7" W-5- 0.036 11'4" 1V-5" 11'-2" 11'-2" All Others 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' MAX
60 0.018 T3" V-0" V-0" 70 60 0.018 0'-0" 0'-0" 0'-0" 0-0" 60 0.018 5'4" 0-0' 0'-0" 0-0" 60 0.011 8'4" 01' V-V V-0" Dble 2x6.625 0.032 4' 9' 13' 6' 10' 13' N 0 9' 13'
0.024 8'-9" V-0' V.0" 0'-0" 0.024 TS" 0-6" 0'-0" o'-0" 6.6z4 6'-11" 0'-0' 0'-0" 0'-0" 0.024 T-9" 0'-0" 0'-0" 0'-0" RF Fascia 0.032 5' MAX MAX 7' MAX 5' MAX MAX MAX
0.032 10'-10" 10'-10" 10'•10" 10'-10" 0.032 9'4" 0'-0" 0-0" 0'-0" 0.032 8'-7" 0'-0" 0'-0" D'-0" 0.032 9'-e" 0'-0' 0'-0" 0-0" 3x8 0.032 6' 11' MAX e' 12' 5' 8' 11' MAX
0.036 11'-0" 11'S" 11'-6" 11'-6" 0.036 1g'-0" 0'-0" 0'-0" 0'-0" 0.038 8'-10" 0'-0" V-0" 0'-0" 0.036 10'-7" 10'-1" 0'-0" 0-0" All Others 0.032 6' 11' MAX e' 12' MAX 5' 8' 17' MAX
TABLE 4.1 TABLE 4.2 TABLE 4.3 TABLE 4.4 Dble 2x6.625 0.036 4' 9' 1& 6' 10' 13' 4' 6' 9' 13'
SINGLE SPAN TABLES NOTE:PANELS MAY OVERHANG 25%OF THEIR CLEARSPAN RF Fascia 0.036 6 MAX MAX T MAX MAX 5' 7' MAX MAX
2.5"x6"Su er Six(Mullis an)Detail N3,A 3.5"x12"Super 12 Mullis an Detail D 2.Y x 12"Mark X ul6s an Detail B 2"x6"Flat Panel Multispan Detail N2,C 3x8 0.036 V 12' 8' 13' MAX 6' 8' 1 V MAX
Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure All Others 0.036 6' 1E' MAX 9' 13' MAX 6' V 1Y MAX
Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C
s In 110 115 110 115 (ps In 110 115 110 115 s m 110 115 110 115 (ps m 110 115 110 115 'MAX'means the maximum possible tributary width
10 0.018 10'-1" 91-8" 8'-11" 8'-11" 10 0.018 8'•1" 7'-6" 6'S" V-6" 10 0.018 8'-0" 7'-7" V-11" 8'-11" 10 0.018 713" lV-9" 9'-11" V-11" Minimum number of screws Is on per panel
LIVE 0.024 12'-6" 11'-11" 11'-0" 11'-0" LIVE 0.024 1l'-0" IV4" 9'-7" 9'-1" LIVE 0.024 1W-6" 10'-0" 9'3" 9'3" LIVE 0.024 12'-11" 12'-7" 11%11" 71'-11" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS
0.032 15'3" 14'-7" 13'-5" 13'-5" 0.032 15'-2" 14'3" 12'-10" 12'-10" 0.032 IT-1" 12'S" 11'-W 11'S" 0.032 14'-2" 13'•9" 13'-11" 13'-1" FOR PANELIHEADER COMBINATIONS Table 4.10
0.036 16'-7" 15'-10" 14'-8" 14'S" 0.036 16'111" 16'-0" 141•5" 141S" 0.036 13'S" 12'-10" 11'-10" 11'-10" 0.036 14'-9" 14'4" 13'-7" 13W" Panel#of#14 screws PER FOOT to attach panel to header
20 0.018 "" 8'-0" 7"•9" 7'S" 20 0.018 5'-9" VS" 5'-2" 41•1" 20 0.018 6'-5" 6'3" 8'A" V-10" 20 0.018 V3" 9'-0" W-e" W-6" Headers Gauge 1 2 I 3 1 I 2 I 3 1 I 2 I 3 I 4
WE 0.024 1V-T' V-11" 9'-8" 9'4" LIVE 0.024 8'-2" T-9" T-5" T-l" LIVE 0.024 8'-7" 8'-3" 8'-0" T-9" LIVE 0.024 1V3" 10'-10" IV-T' 10'3" (i 111 115m h Exp B 115 m h C 140 m h Exp C
0.032 12'-7" 17-2" 11•10" 1l'-6" 0.032 1I-W' 11'-2" 70'•9" 1V4" 0.032 10'-9" 10'4" 10'-l" 9'-9" 0.032 12'S" 1T3" 12'-0" 1V-9" Dble 2x6.625 0.018 4' 8' 12' 3' 6' V 2' 4' 6' 8'
0.036 13'S" 13'J" 12'-10" 12'S.. 0.038 13'-3" 12'3" 12'-2" 11'-8" 0.038 11'-0" 10'S" IV 10'-1" 0.036 12'-11" 12'S" 12'-5" 12'-3" RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' 4' MAX MAX
25 0.018 8'-0" 0'-0" 7'S" TS" 25 0.018 5'-5" 5'-S' V-V' 4'-i" 25 0.018 6'3" V-3" 5'-10" 5'-10" 25 0.018 91A" 9'-0" 81S" 8'S" 3x8 0.018 4' 8' 12' 3' 0' 8' 2' 4' V V
0.024 9'-11" 9'-11" 9'4" 914" 0.024 7'-9" T-9" T-l" 7'-]" 0.024 8'•3" 8'-3" 7'-9" T-0" 0.024 70'-10" 19.10" IV-3" 1V-3" All Others 0.018 4' 8' 72' 3' 6' 6' 2' 4' 0 8'
0.032 12'-2" 12'-2" 11'-6" 1l'-V 0.032 1V-2" 11'-2" lV4" 10'4" 0.032 10'4" 1V4" V-9" 9'-9" 0.032 12'-3" 12'3" 11'-8" ll'•9" Dble 2x6.625 0.024 5' to, MAX 4' T 11, 3' 5' 8' 0'
0.030 13'3" 13'3" 12'-6" 12'S" 0.036 12'S" 12'S" 11'-9" 1l'-9" 0.036 10'-8" 105" 10'-1" 10'-1" 0.038 12'S" 12'S" iz-VI 12'-3" RF Fascia 0.024 5' MAX MAX 4' MAX MAX V S' MAX MAX
30 0.018 7'S" 7'S" T-2" 7'-2" 30 0.018 4'-6" 4-3" 3'-11" 3'-9" 30 0.018 V-10" V-10' W-6" 5'-8" 30 0.018 8-V' 8'-6" 9-0" 8'-0" 3x8 0.024 5'^ 10' MAX 4' T 11' V S' 8' 10
4 0.024 9' " 9-4" 8' " '-10" e'-10" 0.024 7'-1" 7'-1" 6'S" "" 0.024 T-9" 7'-9" T4" 7'4" 0.024 10'3" 10'3" 9'S" V-8" All Others 0.024 5' 10' MAX 4' T 11' 3' 5' 6' IV
0.032 11'-6" 1l'S" 10'-11" 10'-11" 0.032 1V4" IV4" 9'-T' 9-7" 0.032 0-9" 9'-9" 03" 9'-3" 0.032 1l'•0' 17'-9" 1l-W' 11'4" Dble 2x6.626 0.032 V 12' MAX 4' t1' 13' V V 9' 11'
0.036 12'S" 12'S" 11'-17" 11'-11" 0.036 11'-9" 1t'-9" 11'-0" 11'-0" 0.036 10'-7" 10'-1" V-7" 9'-7" 0.035 12'3" 12'-3" 11'-10" 11'-to" RF Fascia 0.032 6' MAX MAX S MAX MAX 3' 8' MAX MAX
40 0.018 6-10" 6'-10" 6'S" 6'S" 40 0.018 3'S" T-8" 3'-5" 3'3" 40 0.018 5'3" 93" 4'S" 4'•7" 40 0.018 7'S" TS" T4" 74" 3x8 0.032 7' IN MAX S 10' 15' 3' 7' IV IT
0.024 8'S" 8'-5" 8'.1" 8'-1" 0.024 6'-0" 6'-0" 6-7" 5'-T' 0.024 T-0" 7'-W V-V' 6'S" 0.024 9'4" 9'-4" 8'-11" e'-11" All Others 0.032 T 14' MAX 5' 10 15' 3' T 10' 13'
0.032 10'S" 1V-5" 10'•0" 10'•0" 0.032 8'-11" 8L11" 8'S" V-5" 0.032 8'-10" 8'-10" 8'-5" 8'-5" 0.032 1t'-0" 1l'-0" IV-9" 10'-9" Dble 2x6.625 0.038 6' 12' MAX 4' e' 13' 3' 6' 9' 11'
0.036 11'4" 71'4" lV-10" 10-10" 0.038 10'-3" 70'-3" 9'S" 9'-e" 0.036 9'-1' 8'-1" e'S" 6'S" 0.036 11'S" 11'S" 11'-2" 11'-2" RF Fascia 0.038 B' MAX MAX 5' MAX 3' 6' MAX MAX
60 0.018 V-7" 5'-7" 5'-7" S-7" 60 0.018 2'-11" 0'-0" 0'-0" 0-0" 60 0.018 4'3" 0'-0" 0'-0" 0'-0" 60 0.018 6'4" V4" 6'4" 64' 3x8 0.036 8' MAX 8' 11' 4' T 11' MAX
0.024 T-0" T-0" T-0" T-0" 0.024 4'4" V-0" 0'-0" 0'-0" 0.024 5'-9' 5'-9" 5'-9" 6-9" 0.024 T-8" 7'-8" TS" 7'S" All Others 0.036 8' MAX MAX 6' 17' MAX 4' e' 11' MAX
0.032 8'-T' 8'-7" e'-7" 8'-7" 0.032 V-9" 6'-9" V-9" V-9" 0.032 7'3" T-3" 7'•3" 7'3- 0.032 9'S" 9'-6" V-6- VS"
0.036 9'S" V-5" 9'S" 9'S" 0.036 T-11" 7'-11" 7'-1l" T-11" 0.036 7'S" T-6" 7'-6" 7'6" 0.036 10'-1" 10'-1" 10'-1" 10'•1"
ICC ESR1398(2012 R�%F20013 TABLE 4.6 Page 22 IME 4.7 TABLE 4.8
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IPSFI IFTI BLAB (I TYPE -d •d 'd •d IFTJ TYPE •C C 'P d (FTI TYPE 'd Y -d Y (PSFI (FTI SV9 IFTI TTPE 'd 'C 'd 'd IFI) ttPE '<' N '6' 'd (FT) TTPE •d 'C Y 'M-
Ih) Ih1 Ih) Ihl art lMl Ihl IFI Otl (M (0) Ihl Ihl Ihl Ihl (hl Ihl IM) Ihl M) Ih) Ip IM fhl
1+5MPHEXPOUoAmC or ISO MPH EXPOSIRLE a 115 MPH EXPO fta
M 3 11'-1P A a, A 20 25 N 20 1Y-r c 23 27 2B 30 ll-S 0 a 26 28 50 80 3 4'-ta' A V'T 0 18 21 a 24 9-1- 0 10 Im
26 S' D 18 23 24 25
WE 3.5 W-T A T-T B 20 24 ID 27 11'S O a 27 PS 30 10'-S C 23 Ze 28 N 3.5 4'-T A S-T 0 IB 21 a 23 SV- D 10 25 T-T D 18 T1 24 25
LOAD • S-it- p e-t1' B 31 24 25 27 ttl-0• D 24 28 28 N Sd' C 23 28 R 'm 0 3'-T A 4'W B 16 M 22 N T-T E 19 25 T-0• 0 18 a 23 25
ONLY 45 I"- A 58 B 21 23 25 M 1tl Y O 24 2e 27 2S U-V D 24 25 27 2B 4.5 3'-Y A 4'W 0 16 20 21 'II TT E 1B 25 U8 0 IB a D 246 T-1• A SW 0 21 2T 25 ]B SA' 0 25 25 N 25 v-0• 0 24 25N 2B 5 Y-11- A 5-+1- B +6 20 21 22 B-T E 20 N S-1• E 1B 21 23 245.5 B8 A S-r B 21 M N 28 Y-10- D a 25 2T 28 5-1- D N 25 25 28 SS Y-r A YA• B 17 +9 21 22 S-r E 20 24 5'T E 19 21 22 248 S-1P A SS B a a 24 25 BY• D 25 25 N 28 T-0- D 25 25 N N a 2'd- A a'- C 17 18 20 n S-V E 20 N S-S E 19 21 a 23B.5 94T A W-it• B 22 22 24 25 ST D 25 28 20 27 rJ 0 25 25 2a Y7 6.5 Y-Y A T-T C 17 IS N 21 Sd• E HI D TS E 2J 21 M 231 S-1• A 4'T B a M 2] 25 T-r E 20 20 2s 27 TT D 25 25 25 27 7 Y-1- A 2-11' c 17 19 20 21 S.Y E 20 9 4'-11' E 20 20 M 237.5 4Vr A 4'8 B 22 a a 25 rJ E R •m 28 2T fr • D 25 25 25 27 7U 1'-11• A YT C 17 1B -N 21 4'-11• E 20 23 4'd- E N 20 a Y30 4'W A 4'S B a 22 23 24 5-11' E N 26 N 27 V$ D 25 25 2S 26 a V-w A Y-T C 17 IB 20 21 4'W E 20 A I'd- E s0 20 21 23as 4'4 A 4'T B a M 23 24 Bd E 0 26 m 27 S-T D 2S z6 28 28 US 1'% A Y8' L 1T 10 18 21 4'6 E 20 Y3 4'T E 20 20 31 22
B S-W A TAT B 22 a 23 20 S3- E 27 27 27 27 6-0" E Z6 N 28 26 115MPHEXPOSUREC w130MPHEXPOSULEB
US Y-Y A 2-0' B a a M N ENT E 21 27 27 27 T.S. E 26 26 25 26 W 3 4'AP A 7$ B 15 a 24 2B S-1• 0 21 25 P 20 6d" D 20 25 M242
10 38 A 3'd B a a 22 N ST E 27 27 27 27 5-7- E 28 Z6 N 26 3.5 4'-T A S-Y B 10 a 34 25 B'J• E 21 25 26 20 r-r 0 20 Ntt T4A ]'-Y CYJ 23 23 N S-r E 2) 21 27 27 a3• E 27 27 a 27 4 a-r A 48 B 10 a M 25 T-r E 21 29 0 27 T-P 0 21 241111 1 U-T*UiEB 4.5 3'-T A 4'-0• a 18 a 23 24 TT E a 24 25 27 SB D 21 2325 3 11V' A BT A tB A 25 28 1Si' c 21 25 P 2a lY-0• B 20 25 28 27 5 2-11• A 3'-It- B 18 N 2J N 6'-r E 22 24 25 N e.1. E 21 233.5 Sd" A B'-T A 1B 2J N 25 12J C 21 25 29 23 t1'-1• B 21 24 26 27 5,5 2-r A ]'F L 18 21 a N 54 E 22 23 N M S'T E a 234 S'd' A rS B 1B a 24 25 11'4T 0 a 24 25 P 18-3' C 21 N 25 27 B T5 A ]4' C IB 21 a 23 S-r E = 23 2426S8 E a 2345A 5-11• B 19 a 23 25 10-0- D a N 25 27 9.r c 21 13 25 ze 6.5 2'-T A S-T C iB 21122 z3 SS F 23 23 24 28 5-2' E M a5 6'-Y A Sd" 8 10 a 23 24 1eT D a 24 25 26 UN- D 22 22 25 za i T V A 2-11" C Ia A a 23 S-Y F 23 23 24 25 4'-11• E a a
5.5 VT A C-1' B A 21 a 24 9d 0 23 4 25 N S-r 0 a M 24 26
8 S-S A ST B 20 21 22 24 9T D 2] 23 25 25 9-Y D 22 2.1 24 25 OVER- TABLE 63 TRIBOTARY WrOlin FOR SMILE SOAM ATTACHED STRUCTLIRES
6.5 5.3' A Sd- a 20 21 IS a 9'-T D 23 024 28 T.IV 0 23 23 24 25 WJJC PROJECTON OF SNDLE SPAN STUOTURFS(M
7 4'-IW A S-0• S 20 21 a 23 11 D 23 23 24 25 T$ D 23 z3 24 25 (Ma T 0' 9 1V lt' tY 13' W 15 1S 1T is 19 20' 21 22
7.5 V A 4'-le B 20 20 a •13 T-ID- D 24 N N 25 T? D 23 N 23 25 9 S 3.5 4' 4.6 S $.a S &e T 7.S a' S.a 9 KS' 10 I.3 IT
0 4rS A 6-r B 20 20 21 23 Td E N 24 N 25 S-IP D 23 2l a 25 1' ].S 4' 0B S &S S 6.5 T L5' 8' &S 9' US, 1a 105 H' Mir
0.5 4'T A I'd- B 30 91 N 23 T-T E N 34 N 26 Sd 0 TJ 23 D N 2 Ne Ne Na 6.a a 6.S T 7.S 9 BN 9 9.5 19 IDS W 116 IT
B 3'-9- A 4'Y 8 20 'Ni 21 a 6'-IT- E 24 24 N 25 aS 0 24 24 ]4 24 3 Na Ne Ne Na Ne Ne Ne S' 6.S a &S tO 10.6 11' 11.5' 12 125'
B.S S-T A 4'-0' B N N 3t 22 S% E N N N 34 0? E N 24 N 24 4' Na Ne rA W. Na Ne No Na Wo Ne Na M5, 11' 11.5 12 120 is
+15MPHEXPOSLREC or IN MPH EXPoSUREB
zs 3 11W A V4 A 20 25 26 20 12-T c Y3 27 xB 30 +1'd B 22 25 29 30 TABLE 6.3 Post Requirements TABLE 5A Post Requirements for
Ss 9-0• a r-r a N 24 N n 1PT o N 27 N 30 +9T c N N xe N far ANached Single S nSWclureS Freesdnding Stmoiture3 or MulBspan Attached Structures
4 8'A• A S-it" B N N 25 27 tDd- 0 24 26 2e To a-0' c 23 N 27 29 Post DeSGlpdon Max POST DUMB PosI DBSGIpaon MaAmum Max POST
4.5 r4r A W.S. e N 23 25 N 19-0' 0 N N 27 N vT 0 24 25 27 25 Hgl Code Feeling Height Code Delallk
5 a-Y A 6'T B 2t 23 N 26 94' D 25 25 27 N e•T D 24 25 N a Twin O.DWX1.5'XI.S SCIOII 9' A AL 0.041"K3")3"Steel Clever & 20" 9 B N71,AH
5.5 a-T A T.T. 0 N N N N a-V 0 25 25 n se B•-r D N 25 N 20 0.042Xi'xV Aluminum Post 10 B me 0.041'S05311 Steel Clover & 21' B B N11,AH
6 5.2• A SS B a 22 24 25 e'<• 0 25 25 N N Ta' D 25 N N Y7 0.024-aVX Post WIOISide al 11' B NIA 6N 3H6X505x Steels are & 29" 14' E N17,AG
e.s s-Y A 4'-Ir B a a 24 N e'T E N N N n T<' D 25 25 N 27 Clover O.D30XiW Mum IT C N11.AH 3116XiXTSIeelS are tl= 32" B F N17,AG
7 4'-1(r A 4•-0• B a a N 25 r-r E N N N 27 TT D 25 25 25 27 Clover O.040'1070"Alum 11' D m1,AH 3N6W'W Steels Mare d= 35" 14' F N17,AG
7.5 4•T A Ors a a a 23 N TT E N N N 27 a-0- D 25 25 25 27 Colonial 0.052"Etmutled 12' E 31167o4'k4.steel swam d= 38" 9 F N17 AS
B 4'a- A a-0• uare B a a N 24 S-It• E N 26 N 27 Fs D N 25 26 N 0.04153"X1'Steel Clover 11' F mi.AH 3N6'16'7e Steel S re d= 41" 15' G N17,AS
e.s rT A 4'T a a a a 24 aT E N N N 27 a-Y E ze N N 2e 0.041')13W Steel Clover S' G mi.AH 3H6"x6'SG"Steel Sq d= 46" 15' 1 N17.AG
9 S-7 A SAT B M a N 24 Fa E 27 27 27 27 9.9' E N N N N 3/16X1'Xi"Steel Square, 15 H NIT.AS
9.5 3-r A 2A• c 2z a a N 6'-7 E 27 N 27 27 S-C E 26 N N N 3716"13'SCt"$teel5 uare 12' 1 NIT.AS
10 TW A 3'd C 2J a 22 N VT E 27 2T 27 27 a.T E 26 N N N 3/16'k4"z4'Sleel Square 15' .1 m7.AD QFESSill
GENERAL INSTRUCTIONS FOR THESE TABLES I37 10Y5"N6"01eel Square 15' K m7.AA QFL PV q�
1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE 9.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT TABLE 5.1 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Hems Products S(ONALE
3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULT15PAN UNITS USE TABLE 5.4 28921 US Hwy 74 ��S
(PATIO UNITS USE IO PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Rom9lanq CA 92666 Q LP N U n RL
USE 2OPSF MIN) 10.USE THE APPROPRIATE DETAILS(N1-N35 or A-BM) QQ' Q qy FP J 68 773
4.CHOOSE A PANEL FROM SECTION 4A THAT HAS Carl Putnam,P.E t i
ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 14i FROM ABOVE THEN 3441 NTlink Place 68 3 *. 0-2015' #
S.DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 LyncMurg,VA 24503
CALCULATE FROM TRIBUTARY DIAGRAM ON SO02 PAGE 2 OF 2 SLAB S.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING caripuln �emcomcastnat C1�l '
S.CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE SLAB 9.FOLLOW 9.10 FROM ABOVE .A- E P.61 f * Q�
POST SPACING. SLAB 10.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MIsc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES FCA��F
7.USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.1
CI!141.
OCT 02 2013
2F70 4L.
ICC ESR1398(2012 IBC)9/29/2013 Page 25 of 66 SEP 28 2015
#10 SMS @ 6. O/C
2'x6' ALUM FLAT PANEL 2.5'x6' ALUM FLAT PANEL 1.500
N2 t=0.018' 30041-136 N3 t=0.018' 30041-136
O
USE OF FOAM CORE SAN➢WICH PANELS WILL 0992 t>O.01B' 30041-134 t>0.018' 3004H34 � 0.2so FASCIA CAN �
REQUIRE THE USE OF A REGISTERED DESIGN 0.875 R0,125 R= 0.2" L625 R0.LED FOR
PROFESSIONAL TO COMPLY WITH EXISTING R0.12s R0.153 I-0 PANEL HEIGHTS
ICC ESR Ra2so D29s p- 0.95" 0.92'—�{ I i.0FORPAN L EIG
R=.125' � AND 3s• PANEL
oas 2.000 1.958 R=.125" L625 L HEIGHTS
O'363 +y0.5" R= 0.15"
FOAM CORE SANDWICH PANEL 1 �- 018
W/ CURRENT ICC ESR �-0-525 —� L060 �- 2.50 3.0' �{ '167" L62 0.3�- 0as
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ATTACH TO TOP OF HEADERS SMS @ 6.00" I IN THICKNESS.
•i•i•i• ••'i•` PER TABLE 4.9 OR 4.10 3. O/C _J_.
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.
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SIDE FOR FOOTINGS UP TO d=26"
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Header METAL SKIN a Structural Panel r BRACKET
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FOUR#8 SCREWS INTO RAFTER AND s.oa c.,o-wa siac FAVEovEwuHv 4' -II.7S7-
a4a4 s• tr tr u T'r EACH SIDE I -I
2X FASCIA 10 PM a4 Iva Isa 1za r-r aa•
ONE PER RAFTER ROOF COVERING IS MAX tlS MPo Po a6 154 tsa tsa tsa 1r-1'
u 3 PSF. HEAVIER ROOF as Isa Isa 104 lea Isa
C RAFTER COVERING SHALL REWBdE low a4 Ira Ira 1za• r-r x4
ADDITIONAL ENGINEERING 115MPNEIDC a6 Ira tra Ira lra Ira 6' 2.75•
as 1ra Ira Ira Ira Ira
DETAIL "A" ANALYSIS 100, a4 tsa Isa 1za r-1, sa• 3'X 8' ALUM. HEAD .+. + 1.0•
2% WOOD FRAMING 140MPHIDPC a6 tea Isa 15a lea lea
2X OF WOOD ae 1sa Iea 15a Isa Iva •07a' 1p•
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as Isa Iva Isa Isa 164 N' SIDEP� 014 x 3/4' SMS
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/ ae Iva tsa Isa lva 1aa
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1M, 140 MPH DFC a6 154 Isa 1s4 Zvi• r.t• CONNECTION EACH SIDE
N21 a$ isa Isa Isa' 15•a 14-Z I B
L FASCIA O wPM a4 14•a v-r Bw• 1•<• as 4- 114 SMS
SEE TABLE 7.5 FOR FOR MAXIMUM as 14•a 14a Ira rr 4-r EACH SIDE 24' O/C
FASTENER SCHEDULE ALTERNATE EAVE as 14•a 14•a 14•a t4•a Iva 6063T5 ALUMINUM
SEES GENERAL NOTE OVERHANG SEESCHEDULE 0 RRXIf ATTACHMENT 6o PM as s-m as rr vx va BRACKET
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WrrH SIDEPLATE S END VIEW
2'X 6 1/2'X 12' RARER
3,00' DOUBLE ALUM ALUM RAPIER
N23 ROLLFORMED HEADER 'N4' CONN. 24 HEADER CONNECTION 0 16'OR 24"
DETAILS TO STRUCTURAL PANELS DOUBLE 2X6.625' HEADERS (DETAIL N31) D.C. EADF0R11ED
N25 DOUBLE 3'XB' HEADER (DETAIL N30) HEADER
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MAX LDADS TABIF 7S FOLLOWING QpFES510FASCIA TRIM
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7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE
Table7.3:Required Number of Fasteners for Shearing Loads Table 7.4:Required Number of Fasteners for Tension Loads
Aluminum Material Gage(in) Steel Gage(in) Aluminum Gaga(in) i Spacing between bolts and screws shall be 2.5 times she shank diamteL
0.024 0.024 0.032 0.036 0.040 0.040 Dose 0.060 0.041 0.041 0,036 0.06 0.050 0.090 0.100 2 The edge distance of hefts and screws shall be 3 times the shank diamete
Allmvable Width A 8 C D E F G H I J K L M N 0 3 Connections shall be arranged so that the center of resistance of the connection
for Attached Two Footer Design 914 SITS 3/8"B #14 #14 SAWS #14 3/6'B #14 a/9"S 3/8"B 914 are"B 3/6'B 914 ffaS',Q-n =-'f shall coincide with the resultant line of action of the load
Trib Post Structures on Slab Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT BOLT SMS BOLT BOLT SMS Uplift Sim
Width(ft) Live or Ground Snow Load If(In) (lb.) tee seu 7e8 192 coo es1 ate 1mr 5W 1m s54 in ees tut 231 (lbs) If(in)
10 par 20 par 12 90 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 90 12 UKNU In o
3 42'-10' 22'-T' 13 114 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 114 13 SNO Speed Screws" ALUMINUM RAFTER SPACING
3.5 36'41" 19-0" 74 143 2 1 1 1 7 1 1 1 1 1 1 2 7 1 1 143 14 LOAD and per 12' 16' 24" 30' 36'
4 32'11" 16-11" 15 176 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 176 15 PS Ex osure Raflm
AS 28'46" 16-1" i6 213 2 i 1 2 2 1 7 i 1 1 1 2 1 i 1 213 16 1 14 26 26' 24' 19' i6'
5 25'-e" 13'4i" 17 256 2 1 1 2 2 7 7 i 1 1 1 2 1 1 2 256 17 LIVE 12C EXP 3 26 26' 26 26' 24'
5.5 23'4' 12'4" 18 304 3 1 1 2 2 1 1 1 1 1 1 3 1 1 2 304 18 20 1 0 P 2 1B 16 i 1 1'
6 21'-5" YPJ' 19 357 3 1 1 2 2 1 2 1 1 1 1 3 1 1 2 357 19 LIVE 160 EXP 3 10 18' 16 15' 12
6.5 19'-9" 1U-5" 2a Psrslab HS 417 4 1 1 3 2 1 2 1 1 1 1 4 1 1 2 -417 20 4 16 16 IS' 16' 16
7 18-4" Na 21 482 4 1 1 3 3 1 2 1 1 1 1 4 1 1 3 482 21 25 2 16 16 13 11' 9'
7.5 1T-7" Na 22 555 5 1 1 3 3 1 2 1 2 1 2 5 1 1 3 555 22 3 16 15, 18' 16 13,
8 16'-0' Na 23 634 5 2 1 4 4 1 3 1 2 1 2 5 1 1 3 634 23 4 16 16 16 18, 16
8.5 15'-7" Na 24 720 6 2 1 4 4 1 3 1 2 1 2 6 1 1 4 720 24 30 770EXP 2 1T 11
9 14 : Na Ops a 5 1 3 IT IT 1T 14' 11'
1=18 1 2 2 tI 4 1 3 1 2 1 2 4 1T IT 1T 1T 16
10 Slab115C Safi 7 2 2 5 5 1 3 1 2 1 2 7 2 1 4 ME Slab 40 2 15 13' a' 7' 5'
2 5 5 1 3 1 2 7 2 1 4 9 3 13 Is 13' 10, 111
MAX 27 1025 9 2 2 6 5 2 4 1 3 1 2 8 2 1 5 1025 27 4 15 15 i6 14' 11'
POST POST DESCRIPTIONS POST 29 1143 9 2 2 6 6 2 4 1 3 1 3 9 2 1 5 1143 28 m 2 11' 8' 5' 4' 3'
CODE DETAIL HGHT 29 1270 Na 3 2 7 7 2 5 1 3 1 3 Na 2 1 6 1270 29 3 12 12' 8' T 5'
A Twin 0.060NI.5"x1.5"Scroll AC 9' 30 1406 Na 3 2 8 7 2 5 2 3 1 3 Na 2 1 7 1405 30 'Screws are#14 screws w/13'embedment into G=0.5 solid wood(Douglas Fr)
B D042k3'x8"Aluminum Post L7,N30 10 31 1552 Na 3 2 9 8 2 6 2 4 2 3 Na 2 2 7 1552 31
B 0.024"Post with Sideplates L24,N16,BK 11' 32 1707 Na 3 3 9 9 2 6 2 4 2 4 Na 2 2 e 1707 32 TABLE 7.7 STUCCO ATTACHMENT TO WALL
C Clover 0.030"x3"x3"Alum L11.Ill 1.All 11' 33 1872 Na 4 3 We 9 2 7 2 4 2 4 Na 3 2 8 1872 33 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS
D Clover 0.040"xWx3"Alum L11.N11.All 11' 34 2047 Na 4 3 Na Na 3 7 2 5 2 4 Na 3 2 9 2047 34 16,do 24"We
E Colonial 0.062"Extruded AE 11' 35 2233 Na 4 3 Na Na 3 8 2 5 2 5 Na 3 2 n1a U33 35 Ground Snow
F 0.041"x3'Sr3"Steel Clover L11,1111,AH 17' 36 2430 Na 5 4 Na Na 3 e 2 5 2 5 Na 3 2 Na 2430 36 Load(ps0 2 Lag 3 Lags 3 Lags 4 Lags EXP B EXP C
G 0.041"x3"x3"Steel Clovet L11.N11.All B. 37 2638 Na 5 4 Na Na 3 9 2 6 2 5 Na 4 2 Na 2638 37 Live 10 131E" 20-2" 13146" 18' 115 MPH N/A
H 3/16"x3"x3"Steel Square 121,N17,AG 15' 38 2858 Na 5 4 Na Na 3 Na 3 6 2 6 Na 4 2 Na 2858 38 Live 10 is 194i" 13' 144" 140 MPH 115 MPH
I 3/16"x4"x4"Steel Square L21,N17,AG 12' 39 3090 Na 6 4 Na Na 4 Na 3 7 3 6 Na 4 3 Na 3090 39 Live 10 10'-9" 16-1" 10-9' 124, 130 MPH
J 3/l6"xS"x5"Steel Square L21,N17,AG 16 40 3W3 Na 6 5 Na Na 4 Na 3 7 3 7 Na 4 3 file 3333 40 Live 10 T-T 73'-10" 913" 12'4" 140mph
K 3/16"x6"x6"Steal Square L21,N77,AG 15 41 3590 nla 7 5 Na Na 4 Na 3 8 3 7 Na 5 3 Na 3590 41 Live 20 T-1" 10-T' T-l" 9-5" 140m h
L 3/16"x6 X6"Steel Square
L21,N77,AG 1 15 42 3859 Na 7 5 Na Na 4 Na 3 8 3 7 Na 5 3 Na 3859 42 25 Tor' l l'-7" 7'-8" 10'-3" 140 mph
Table 7.2 43 4141 Na a 6 Na Na 5 Na 3 9 3 8 Na 5 3 Na 4141 43 30 6.6' 9-9" 6',&' 6 m-6. 140m h
44 4437 Na a 6 Na Na 5 Na 4 9 3 9 We 6 4 Na 4437 44 40 4'-10" TV 4'-10' 6'-7" 140 h
45 4746 Na 9 7 We Na 5 Na 4 Na 4 9 Na 6 4 Na 4746 45 60 3'-0" 5' ls'l 4'-v 14U mph
46 5070 Na 9 7 Na Na 6 No 4 Na 4 Na Na 6 4 Na 5070 46 Lag=1/4"Lag Screw with 2.25"penetration into G=0.5 wood(Douglas Fir)
47 5407 Na Na 7 Na Na 6 Na 4 Na 4 Na n1a 7 4 Na 5407 47 Lattice SWdures always use 115 mph Exposure 8 for the wind condi8on
48 5760 Na Na 8 Na Na 6 Na 5 Na 4 Na Na 7 4 Na 5760 48
49 6128 Na Na 8 Na Na 7 Na 5 Na 5 Na Na 8 5 Na 6128 49 Amerimax Exterior Home Products
50 651) Na Na 9 Na Na 7 Na 5 Na 5 Na Na a 5 Na 6510 50 23921 US Mary 74
as ener ermmo og9 Romoland,CA 92585 OFESSION
914 SMS=#14 sheet metal or SDS screw,12"minimum length TABLE 7.5:WALL ATTACHMENTS FOR SOLID COVER STRUCTURES Q�
3/8'8=318"Diameter But ANC1 ANC ANC ANC4 Carl Putnam,P.E. 400 �. PU F
Sae General Notes for specifics onfasteners LIVE/ O/C O/C PANEL NUMBER OF FASTENERS PER 34411vylink Place =y OP G2
WIND SPEEC SNOVI SPACING SPACING SPAN STUD @ 16"OIC SPACINC Lynchburg,VA 24503 U m
1 Clearspan on this chart is the distance from the wall to the first row of columns. (MPH)AND LOAD CONCRETE MASONRY (FT) #14 X 2" 1/4"LAG (434)3844514 �68 g P
2 HIM Kwk Boll TZ 3/8"diameter and 2"embed and I"die steel washer.[CC ESR 1917 or the EXPOSURE (PSF) ANCHORS ANCHORS SCREWS SCREWS a e
anchor w/400#allowable shear and 200#allowable tensile vs live,snow,wind and seismic loads 1403 10 IT 10" 12' 1 1 # cX .690.201$I
3 Masonry anchors must have an allowable shear value e1400#and 200#tensile for live,snow,wind 1t5C LIVE 24' 2 2 !0$S\0NA G ii
or seismic loads or be specked by a design pro 9 0fessional. 140 B 20 ' 7" 13, 2 2 OQ L P 6 Ivl}L '\P
4#14 screws must have Is'm penetration into solid wood. 140 C LIVE T' 26 3 3 C�
5 1/4"Lag screws must have 2 1/4"of penetration into studs and 0.5"washers 25 9' 7" 13, 2 2 CAL\F These lag screws must be installed as perAFPBA Nos Section 11.1.3. Sao General Note 7" 20' 3 3 IS 6 t}1`9/l OCT 02 2013
#11 for washer specifications. 30 9' T" 12' 2 2
6 10 and 20 psf are live or snmv bads,25-60 psf are stow loads 18' 3 3 * /EXP'6/30�120171
fra 7 For ANC3 and ANC4 woad framing must b s SG=0.5 or denser(Douglas Fir-Larch: 11 40 1 9" 1 7" 74' 3 3
60 I 6' I 7" 9 3 3 r/ 1, Misc3-2012
[CC ESR1398(2012 18C)92912013 Page 60 of 66 v �9r FO FOHL7Ffl4�\SEP 28 2015
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