PMT14-01085 i
1
City of Menifee Permit No.: PMT14-01085 {I
29714 92
' Type: Residential Alteration I,
�iCC�L.1�. MENIFEE,
CA 92586 .
MENIFEE Date Issued: 0 5/1 212 01 4
PERMIT
Site Address: 29227 GOOSENECK TR, MENIFEE, CA Parcel Number: 364-240-073
92584 Construction Cost: $2,500.00
Existing Use: 1 &2 Family Residence Proposed Use:
Description of INSTALL ATTACHED 12'X 14'6"(174 SO FT)SOLID DURALUM PATIO COVER WITH 1 FAN, 1
Work: FLOOD LIGHT
Owner Contractor
SHEILA LEHR-CORUGEDO QUALITY DISCOUNT PATIOS INC
29227 GOOSENECK TRAIL 42 VILLA VALTELENA
MENIFEE, CA 92584 LAKE ELSINORE, CA 92532
Applicant Phone: 9513165617
QUALITY DISCOUNT PATIOS INC License Number: 828383
42 VILLA VALTELENA
LAKE ELSINORE, CA 92532
Fee Description Oyt Amount
Building Permit Issuance 1 27.00
GREEN FEE 1 1.00
$283.00
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
I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed
Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions
Professions C de and my license is in f I. fo a�7,d ffec. Code:The Contractor's License Law does not apply to an owner of a property
License Cla s,. '� Lice No. ^^�� who builds or improves thereon, and who contracts for the projects with a
Expires �J Signatur �, licensed contractor(s)pursuant to the Contractors State License Law).
WORKERS'COMPENSATIO DECLARATION
❑ I am exempt from licensure under the Contractors'State License Law for the
❑ I hereby affirm under penalty of perjury one of the following declarations: following reason:
I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my personal residence in
compensation,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of
Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, I cannot legally sell a structure that I have
permit is issued.
Policy# built as an owner-building if it has not been constructed in its entirety by licensed
y contractors. I understand that a copy of the applicable law, Section 7044 of the
❑ I have and will maintain workers' compensation insurance, as required by Business and Professions Code,is available upon request when this application is
section 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:Into,//www.Ieoinfooa.qov/caIaw.htmI.
permit is ued.Myw,gorkers'co pens tion insurance carrier and policy number are:
Carrier / e /' roperty Owner or Authorized Agent Date
ExpireA � ��.,•� Q-+---� (Policy# S'�
-'1'��--h`� t3 r1 C{'phone#���`""f""'� '"i-u ��5❑ By my Signature below, certify to each of the following: I am the property
Name of Agent- owner or authorized to act on the property owner's behalf. I have read this
(This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply
one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building
construction.I qdffi rize representatives of this city or county to enter the above-
0 1 certify that in the performance of the work for which this permit is issued, I nspectign-pF rises
shall not employ any persons in any manner so as to become subject to the
workers' compensation laws of California, and agree that if I should become
subject to the workers'compensation provisions of Seat 3700 of the Labor / i
Code, I shalj forth ith comply with those rovisions. peKy Owner or Authorized Agent Date
p 11 (� nf 9 City Business License#
Date; '�F- Applicant;, �---
WARNING: FAILURE SECURE WDIiFE@ S'r ' AZARDOUS MATERIAL DECLARATION
COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLA WILL THE APPLICANT OR FUTURE BUILDING
($100,000), IN ADDITION TO THE COST OF COMPENSAT N, &/OCCUPANT HANDLE A HAZARDOUS MATERIAL ORA
DAMAGES AS PROVIDED FOR IN SECTION $,ZO`COF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL
LABOR CODE, INTEREST,AND ATTORNEYS FEES NO EQUAL TO OR GREATER THAN THE AMOUNTS
CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS
INFORMATION GUIDE?
I hereby affirm that under the penalty of perjury there is a construction lending
agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE
3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE
Lender's Name _�pYES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION
FROM THE SOUTH COAST AIR QUALITY MANAGEMENT
Lender's Address DISTRICT(SCAQMD)SEE PERMITTING CHECKLIST FOR
GUIDE LINES
OWNER BUILDER DECLARATIONS
I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME:
License Law forthe reasons)indicated below by the checkmark(s)I have placed DYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY
next to the applicable item(s)(Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A
Any city or county that requires a permit to construct, alter, improve, demolish, SCHOOL?
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
provisions of the Contractor's State License Law (Chapter9 (commencing with "'� I HAVE READ THE HAZARDOUS MATERIAL
Section 7000)of Division 3 of the Business and Professions Cade)or that he or Eg 1 INFORMATION GUIDE AND THE SCAQMD PERMITTING
she is exempt from licensure and the basis for the alleged exemption. Any .CHECKLIST. I UNDERSTAND MY REQUIREMENTS
violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY
a civil penalty of not more than ($500).) CODE, SECTION 25505 25533 AND 25534 CONCERNING
❑ I, as owner of the property, or my employees with wages as their sole HAZARDOUS MATERI ffEPORI'ING.
compensation,will do ( )all of or( ) porting of the work, and the structure is PR RTY OW ER AUTHOR4Z- D GENT
not intended or offered for sale.(Section 7044, Business and Professions Code;
The Contractor's State License Law does not apply to an owner of a property X
who, through employees' or personal effort, builds or improves the property, „-
provided that the improvements are not intended or offered for sale.If,however,
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
purpose of sale).
CCITT ,car IY ENIFEE
PLCK No: Permit No:
29714 Haun Road fftliA'O10
Menifee, CA 92586
p2A18388 Date Dale
Phone: (951)672-6777 Amount Amount:
Fax:(951)679-3843 Koz l l ON cks Cku: Y
Building Combination pderg ejes vfiwppe
Dew jo Ai)a
To Be Completed B Applicant
Legal Description: _ Plannin Case:
g F. LL RL R:
P orty Add r ss ;4;;m
PmJecUTenam Name: loor 8:
�l r r-.rl rl N I �.
Property Address: l�-1"Y Ie— V Owner ) ����
�, 0 NC Fax No.
�
Applicant A rr L ps: VL Unit Number Zip Cc Email Address:
Contractor Fax No.or§Colraclor's
A Zi q
City Business License No. l•� t -rl 's ity ale F Can ornia License No.
CI iljeption:
Number of Squares:
Square p.Footage 1 r-yp
D scr' Qn9F glk:.,, !•L KJ,G/t t! it 'yam
cost o
Applicant's Signature
G
6-S
To.Be ComPleted By City Stiff Only _
idioare As F2 Receiveu or N/A-Not Applicaulc
$Camplele3 sets of(lily dimensioned,tlrarvn t it plans'•rrh rl ndude; 1 set of documents whwh inolvne
❑ Title Shelf ❑ Elevations ❑ Electrical Plan ❑ Geo Tech(Soils Report(on cd only)
❑ Plot/Site Plan ❑ Roof Plan ❑ PAcchanic al Plan ❑ Tide 24 Energy(on it S x 11)
❑ Foundation Plan ❑ Structural Calculations
❑ Cross Section ❑ Plumbing Plan
El Single Line diagram for elec.services over A00 AMP
El Floor Plan ElSInn:Wtal Ramiag Plan&DelaSls ❑ Shoring Plan ❑ Sound Report-Residential
Class Code: I Indicate Uldrw Construction Alte1371011 Addition' atoans(Methods
Work Type: Repair* Retrofit, Revision to Existing Permit' Required? YES NO
Pro-posed Building Use(s): Exls,ing BuTlding Use(s):
A Buildings: d Units: ✓t Stories: l%Nip the I uiklTng Have a Basement?
Y of N
Bldg, Code Occupancy Group curet,tl Indicate all Geo-tech.hlez.Zone
At Project Indicalo prinY.lered YFS or NO
Completion: CGnsVucpon that apply. Coastal Zone
Fype(s): C.of O Noise Zone
Requlre.l7 YCS or NO
Gslotl on lilstoric Resources Inventory
CrrY PLANNING STAFF ONLY
APPROVALS: Costa{Commis P.r:1, Review Board Landmark Comm. Planning Comm Zoning Administrator
F Exempt. City Project Elec.Vehicle Charger I Landmark Seismic Relrolit srinmcsse-silo
otrd,,lnr eoval
Expedite Project(s): Child Care City Project Green Building 1_endmerk Affordable rleus-nm
For Staff Use Only -
Br,iltlinq/Sant; Ps 1 St ecia69 CI•y Pla �rg ('
THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY
By: QUALITY DISCOUNT PATIOS, INC., CONTRACTOR 951-316-5617
Site Plan for PROPOSED ALUMAWOOD PATIO COVERS
42 Villa Valtelena, Lake Elsinore, CA 92532 951-316-5617 CSLB # 828383
SHEILA LEHR-CORUGEDO 951-235-9256 MBL, 951-674-4364 HM
PROP ALUM COVER AT: 29227 GOOSENECK TRAIL, MENIFEE, CA 92584 L
12' x 14.5' ATT. SOLID ALUM COVER (174 SF) w/1 FANS w/LT & 1 FLOOD LT
City of lvlenife ,—
Building & Safety
12' 6"to Rear P/L/Post (11' 6"to Cover) MAY 12 201
35'/S/P/L ROCOiVD i
TPILX
i
Install One Flood Light
` so 14' 6" SC FL 30'/SPL (32'/Post)
17' Post to water FAN
Existing 12' 12' Install FLASHING/Roof runoff goes over it
Pool & S a Apx. 9'not coverec Att @ Fascia 174 sf ` Apx. 24'4"not covered
Existing Home
LEDGEk/ p
CK
NSPFC'MON REQUIRED
P/L P/L
CITY OF MENIFEE
BUILDING AND SAFETY DEPARTMENT
PLAN APPROVAL
REVIEWED BY k G k� �DA E
"Approval of these plans shall not he construed to he a permit for,or an
approval of,any violation of any prov fedel,state Or dtY
isions
approved ov of he plans must be kept on the
r
jobsite until completion`
32' SIB to Home
RAT 1L1' 010% 5
P/L
Lot at 29227 Gooseneck Trail Menifee CA 92584
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
5331 Galloway Street, Alta Loma, CA 91701 city of Menifee
(951) 741-2107 Building & safety Dept.
MAY 12 2014
April 7, 2014
Received
Building Official
Local Authority Having Jurisdiction
RE: Duralum Products, Inc. Patio Cover Enclosure System Design Parameters
This letter affirms that the Duralum Products, Inc. patio cover enclosure system shown on
the attached plans, dated 1/10/14, containing my professional engineers stamp and
signature, comply with the roof live, snow, wind and seismic loading requirements cited in
the 2012 International Building Code and 2013 California Building Code and their
appendices and standards, ASCE/SEI 7-10 (Minimum Design Loads for Buildings and
Other Structures) and the 2010 Aluminum Design Manual, ADM-10.
Please contact me at (951) 741-2107 or at ticampbell@charter.net should you require
additional information.
Sincerely,
Tom Campbell, PE
NALF
t'
ap4 5eLL Zi
Fes- �` l �`��:.• b; _ .:`.,, . .:v?�>' LL� Exp- ;CS
* No.C37148, -A .T C ., diLL d U v
F.f�BI 1
p EX
%�,`i ti v S7•` :j� R
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: DESIGN REQUIREMENTS: Building & Safety Dept,
q q
GOVERNING CODES: 2012 RESIDENTIAL APPLICATIONS-CBC AND IBC CHAPTER 16,CBC& IBC APPENDIX CHAPTER I, MAY 12 2014In-
NTIAL1. THE DESIGN ALIFORNI WITH THE&RESIDENTIAL CODES, SCE/ CODE,MINI UM DESIGN L ADS FOE z
CODE,IONS CALIFORNIA BUILDING&RESIDENTIAL CODES,ASCE/SE17-10-MINIMUM DESIGN LOADB FOR CRC AND IRC APPENDIX CHAPTER H. ZBUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL-ADM 1-10. ROOF LIVE AND SNOW LOADS:10,20 AND 30 POUNDS PER SQUARE FOOT. yy•ave dDRAWINGNOTES: COMMERCIAL APPLICATIONS-CBC AND IBC CHARTER 16. PVeIy�y,@Q
2. ALL ITEMS PERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE,ETC.) ROOF LIVE AND SNOW LOADS:20 AND 30 POUNDS PER SQUARE FOOT AT ROOF. OO m
,ONAL ^. SHALL EACH INSTALLATION
AND CLEARLY IDENTIFIED.NTIDEN ADDITIONAL DESIGN REQUIREMENTS: j
rJ F P 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE `J a a d
CENgF c/ _ MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. m b F i
4. THE DRAWINGS AND SPECIFICATIONS SHOWN
i. TABULATED SPANS FOR SNOW LOADS ARE BASED ON PEAT THE ROOF EQUAL TO 20 OR 30 psf. w o
NOTED,AND DO NOT INDICATE THE METHOD OFF CONSTRUCTION.
PRESENT 2. BASIC WIND SPEEDS:110,120.130 MPH,EXPOSURES B AND C. w O
10 THE CONTRACTOR SHALL SUPERVISE THE FINISHED STRUCTURE,UNLESS OTHERWISE 3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR 11,1.0. � R m
Q. p AND TECHNIQUES,
THE SEQUENORK CES
AND PR RESOLES.RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, LEDGER �I GK
R4$aV TECHNIQUES,SEQUENCES AND PROCEDURES. 4. SEISMIC BASE SHEAR 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE 5. SEISMIC DESIGN PARAMETERS: ® U a u
% N� F' v AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE IMPORTANCE FACTOR:1.0 p z�
14 y 9 `� v SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED SITE CLASS:D INSPECTION REQUIRED 09
OF CHANGE ORDER, SEISMIC DESIGN CATEGORY:D
'e� 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL MAPPED SPECTRAL RESPONSE COEFFICIENTS:S.=1.50,S. 0.6,S w=1.0,S or 0.50 0}, 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM,NATURAL,UNDISTURBED SOIL OR CERTIFIED FILL. RESPONSE MODIFICATION FACTOR R1.25
B. AN ATTACHED COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 6- EQUIVALENT LATERAL FORCE PROCEDURE.
312 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO AND A MAXIMUM COLUMN 7• DESIGN ASSUMPTIONS:
LOAD OF 750 POUNDS. A-MINIMUM BUILDING HEIGHT OF MAIN STRUCTURE(AVERAGE):20'
9. 20 POUNDS EA SQUARE FOOT L.L.AND GREATER MAY BE COMMERCIAL&USED AS CARPORTS ONLY WHEN C.MINIMUM UM ST COV R SIZE ATTADING WIDTH OF CHED O MAIN W STRUCTURE OR FREESTANDING:10'X 10' CITY OF MENIFEE
LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. p a
-- 10.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1&160532. A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION.• BUILDING
G AND SAFETY DEPARTMENT
�O�af' ;V DESIGN CONSIDERATIONS: EACH PROJECT SUBMITTED IC THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ON AN APPROVAL ~=
12.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:1/41NCH PER FOOT. THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS ICGLISTED
�' 12.MINIMUM COVER 10'PROJECTION. EVALUATION REPORT.AT A MINIMUM,SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE E o
FSI.E317416221)2 A 13.MINIMUM SIZE OF EXISTING ROOF OVERHANG 50 SQUARE FEET,WHERE COVER ATTACHED TO OVERHANG. FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: a
14.COVERS ARE DESIGNATED"RIDGED BUILDINGS"AS DEFINED IN ASCESEI 7,SECTION 6.5.13. A.TITLE SHEET AND GENERAL NOTES.
7AS MAY 15.5CE/S EIR 7.S SESHALL
NOT
6.5.E INSTALLED IN AREAS NEAR HILLS,RIDGES AND ESCARPMENTS AS DEFINED IN B.C.BASED ONRTHE REQUIRED DES CONFIGURATIONIGN OAD SOLID
S,SRLATTICE
P CIFIO OF,FREESTANDING
TER OR PANEL ATTACH
SPAN REVIEWED m
ELL : 16.THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS"OPEN STRUCTURES"AND TABLES. BY -�-+
T "PARTIALLY ENCLOSED;RESPECTIVELY,IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. D.TYPE OF HEADER,POST TYPE&QUANTITY,FOOTING SIZE(WHERE REQUIRED)BASED ON THE
•• Lk 17.THE RATIO(HIP),COVER MEAN ROOF HEIGHT(H,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,FT), SITE-SPECIFIC DESIGN LOADS. DAT
Aii P SHALL NOT EXCEED ONE(1). E.APPROPRIATE STRUCTURAL DETAILS.
1S.THE RATIO(LIP),COVER LENGTH(L,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P.FT),SHALL NOT F.OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING *Approval of these la
BE LESS THAN ONE(1). JURISDICTION. plans shall not be construed to b MATERIAL SPECIFICATIONS:
approval of,any violation of any provisions of the federal
for,or an , w o z
N9.BEAMS SHALL BE SPLICED OVER THE CENTER SUPPORT ONLY OF A THREE POST CONDITION. regulations and Ordma ,state or eit T
20.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN,PROVIDED THEY ARE nCes. Tfll$Set Of a y O1 u REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE SHEET INDEX: jgbsite until completion, approved plans must be kept w=
STRENGTHS. pt on If I
�+. SHEET# SHEET TITLE/DESCRIPTION
O l jy 21.CONCRETE SHALL HAVE q MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22.DESIGN VERTICAL SOIL BEARING PRESSURE 500 FOOT
POUNDS SQUARE FOOT.DESIGN LATERAL SOIL
•O 2� BEARING PRESSURE IS 200 POUNDS PER SQUAA RE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS 100 PSF/FT T-1...........TITLE SHEET, DESIGN LOADS,GENERAL NOTES
ay x 2 PER TABLE leoaz AND SECTION 16os3.a' 1 ............SOLID PANEL STRUCTURES
23.EMBEDDED STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED,RUST-O-LEUM OR EQUAL PAINTED OR 2............OPEN LATTICE STRUCTURES
ELECTROPLATED AND CONFORM TO ASTM A446 GRADE C.STAINLESS STEEL MEMBERS SHALL CONFORM TO F 7948 ASTMAs53,GRADE 40. 3-4 .........PANEL SPANS TRI-V,W-PANEL&FLAT PAN m• 24-FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4:STEEL BOLTS SHALL BE ASTM A307.ALL BOLTS SHALL } a
HAVE STANDARD-CUT PLATED WASHERS.WOOD AND IAGSCREWS ARE REQUIRED TOBE INSTALLED IN 5 ............MINIMUM FASTENERS/FAN BEAM LL �®
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 6............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL&PATIOS
♦� 25.THE POST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS 7............HEADER BEAM TYPES,COLUMN/POST TYPES a z.m
WEDGE-BOLT.STAINLESS STEEL(]CC-ES ESR-2526 FOR CONCRETE AND FOR MASONRY). 8 ............EXISTING EAVE CONNECTION DETAILS w
26.ALL SCREWS ARE SELF DRILLING(SOS)OR SHEET METAL SCREWS(SMS)IN CONFORMANCE WITH ICC-ES ESR
1976 OR APPROVED EQUAL - 9............HANGER CHANNELS AND MOUNTING BRACKETS O >o 27.THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH 10 ..........COLUMN/POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS U >
RESIDENTIAL.SOLIDAN LATTATIO ICE
ONLY. 11 ...........LATERAL FORCE RESISTING SYSTEM/MIN. NUMBER OF REQ. COLUMNS o z
28.SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION O=u N
29.SI,EXCEPTION z. 12 ...........BEAM TO POST&LATTICE TUBE TO RAFTER CONNECTION DETAILS W o <<
29.SIMPSON SD525412 AND SDS25600 SCREWS SHALL BE IN ACCORDANCE WITH ICC-ES EVALUATION REPORT 13-16 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 10#L.L, 110-130 MPH a m
. �LyINEe,4 '4 ESR-2236. ti o m
�� .• "5'T9� 17-20 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,20#L.L, 110-130 MPH
21-24......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,25#L.L, 110-130 MPH LL
a TIiOMAS I. .� 25-28......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,30#L.L. 110-130 MPH LLm
2932 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,40#L.L, 110-130 MPH C w S w
r Exp: 3336......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,25#L.L, 110-130 MPH m z m
�iy p� • CIVIL 37-38 ......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 10#L.L, 110-130 MPH 3'w
y •' / 39-40......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,20#L.L, 110-130 MPH•••'•• 41-42 ......LATTICE COVERS ATTACHED& FREESTANDING BEAM SPANS,25#L.L, 110-130 MPH 00 a g
N0•�840 43-44 ......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,30#L.L, 110-130 MPH
4546 ......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,40#L.L, 110-130 MPH
MULTISPAN ROLL-FORMED ROOF PANELS 47-48......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,50#L.L, 110-130 MPH
REQUIRE SITE SPECIFIC ENGINEERING. 49...........INSULATED ROOF PANEL ATTACHMENT DETAILS 0 w
FOR SNOW DRIFT DESIGN SEE SHT50 50...........SNOW DRIFT DESIGN s N
.Users\de1KDocumenM DURALUMWMO 0195t&12.13\IAPMO PATIO COVER 11-15-13 2.tlwg,I12B2013 3:4034 AM,Tabloid
SOLID PANEL STRUCTURES
ATTACHMENT CHANNEL LENGTy ATTACHMENT CHANNEL LENG7- ci
ALUMINUM SEE DETAIL AND Syq�OF gTRUC ALUMINUM SEE DETAILS AND Sy HOF S7-"? �" zwn
SEE SCRSPANS '�ROOF PANEL '�EPRc E T STHARj188 SEE SC SPANS OF PANEL MIN.0.25"SLOPE PER FT. TNF PR0TFBE
�ZEN Tye ES o W
O.H. SPAN w°~'
O. aQ <
0
"O.H."NOT TO EXCEED 25°h "O.H:'NOT TO EXCEED 25%
OF SPAN OF SPAN w a�
moo: U
QOO
SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE i
O OPTIONAL: CANTILEVER BEAM s O OPTIONAL CANTILEVER BEAM of
SQ.POSTS,SIZE VARIES Sp
SEES NEDU sp Clive SEE SCHEDULE POST SPACING �=C *SQ.POSTS,SIZE VARIES SEE Cy 3 SE PO-SCHEDULE FOR
x o
O.
O SA NOT TO r ?5 -NOT TO
3 1/2"SLAB OF SPgN CFED 3 1/2"SLAB OF SPAN
ATTACHMENT ALTERNATE - ATTACHMENTMAY BE USED
ALTERNATE: \ a=
WHERE PERMITTED. SINGLE POST WHERE PERMITTED. SINGLE POST o
SEE SCHEDULE MAY BESEE SCHEDULE
SEE SCHEDULE SEE SCHEDULE NOTE. O SPLICE AT THIS
MAX.HT.=12' NOTE: NO SPLICE AT THIS MAX.HT.=12' POST AND AT END BAY - -
POST AND AT END BAYS.
FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED
SEE SCHEDULE SEE SCHEDULE "
FOR FOOTING CUBE SIZE NOTE:EACH COMPONENT IS INTER- FOR FOOTING CUBE SIZE NOTE:EACH COMPONENT IS INTER- o N
CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER w ie
COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION ' TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
. * SEE SHY FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2"SI E-PLATES. * SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2"SIDE PLATES.
ww
a O
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ALUMINUM F`STRU ALUMINUM OF ST
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SEE SCHEDULE ARIES SEE SCHEDULE VARIEg r 8
�++ FOR SPANS FOR SPANS > _
m �w
O.H. SPAN O.H. SPA 2 6 a
"O.H."NOT TO EXCEED 25% SPAN
OF SPAN "O.H."NOT TO EXCEED 25% <z w
OF SPAN
wm
SEE DETAIL FOR SPLICE t0 o a
SEE DETAIL FOR SPLICE w oc�'LL
POgT OPTIONAL: CANTILEVER BEAM POST OPTI NAL: CANTILEVER BEA >m w o
SQ.POSTS,SIZE VARIES SEE SCyEQ��S SE POST SPACINGE SCHEDULE R = 5Q.POSTS,SIZE VARIES SFE SCHEDVAfF SE POST SCHEDULE FOR
o
O;f 3 2oH N0T III �=C aomp
ALTERNATE: z5° OFSp CFFD 2 ALTERNATE: 5°°OF SP dd CFED
3 1/2"SLAB SINGLE POST AN iv 3 1/2"SLAB SINGLE POST
MAYBE USED SEE SCHEDULE MAY BE USED SEE SCHEDULE
NOTE O SPLICE AT THIS NOTE O SPLICE A THIS z=
TO CONSTRAIN TO CONSTRAIN w R m
FOOTING,SEE POST D AT END BAYS. FOOTING,SEE POST D AT END BOYS.
m z�
SCHEDULE SCHEDULE
w�
�na�w
FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED o o m rc
SEE SCHEDULE FOR NOTE:EACH COMPONENT IS INTER- SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER-
FOOTING CUBE SIZE
1/2 x 9"STEEL ROD CHANGEABLE WITH ANY OTHER 1/2 x 9"STEEL ROD CHANGEABLE WITH ANY OTHER n
COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. o
o
a F
a w
TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION N
_-^_`"BRAUUMYAPMO 019S412-11IAPMO PATIO COVER 11-15-131.dwg,11/27/2013 9:37:42 PM,Tabloid
OPEN LATTICE STRUCTURES
RAFTER,SEETABLE
FOR SIZE
AND SPACING i
2
Q7 w
_ s
N
MAK O.H. SEA SCHEDULE /SnNGBU/�0j/� NOTE:THIS OPEN LATTICE-TYPE STRUCTURE SEE MAKCHEDULE N GOJ. SU�MG ry
MAY NOT BE COVERED. of
? 4/ 25%OF SPAN O' \ F 2 'n
OP aI'D RAFTER,SEE TABLE
PoST �i/p FOR SIZE UO D m
C G AND SPACING rn w
O MA%.O.H. w
0 FpOSRR.-25%OF SPAN m N
W awe
N 'C�6 O SpgCG.yG Q o O
O U�ti
LENGTH OF STRUCTURE VARIES 0
�f o
POST WITH SIDE PLATES aq
SEE DETAIL O
SFFTq`Sf'gC/ �*:+ LENGTH OF STR RE VARIES
3 V2SLAB ATTACHMENT Il1AMlll o�
" - o�
p05,T MAY BE USED WHERE �� ppS POST WITH SIDE PLATES * '-
NOTE:EACH COMPONENT IS INTER- sFFT spq PERMITTED. Egg 0, TSp SEE DETAIL
CHANGEABLE WITH ANY OTHER quo l` 'SEE SCHEDULE
o COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED.
N�TE:EACH COMPONENT IS INTER- 3 12'BLAB D WHERE
„
SEE SCHED.FOR FOOTING COBS SIZE ZICHANGEABLE WITH ANY OTHER S T MAY BE USED WHERE <
NOTE:THIS OPEN LATTICE-TYPE STRUCTURE 'S COMPONTENT UNLESS OTHERWISE SHOWN. FRTgspgGN I P Rsc��. wg MAY NOT BE COVERED. /+- \ )_
FOOTING WHERE REQUIRED, z
SEE SCHED.FOR FOOTING CUBE SIZE
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE
* SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2"SIDE PLATES. * SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2"SIDE PLATES.
g�
wDa
ow
NOTE THIS OPEN LATTICE-TYPE STRUCTURE
MAY NOT BE COVERED.
RAFTER,SEE TABLE SEE S��- MAX PROD.
FOR SIZE BEE SCH NOTE:THIS OPEN LATTICE-TYP UCTURE SEE SCHEDULE
AND SPACING MAY NOT BE COVERED �,.,"
01�
�S ..yy� MAX O.H. O.H .� s RAFTER,SEE TABLE g
�Ofp"'4;0!�25_%OF BPAN �'+.�ANHSPAICG n �
M.
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Op�O 25%OF SPAN m U Xj a wm
STBp�'VO w m p
waa�
0.. 022n
{ 7
LENGTH OF STRUCTURE VARIES O -�'C O A
7t aomm
O y I�
POST CROSSSECT I
SEE POST SS-S URE VARIES LENGTH OF STRUCTURE IUIIwIG
SFFTq C/ 3IW SLAB POSTCROSSSEC-nON.
MAY BE USED y"�S SEE POST DETAIL, z>
NOTE:EACH COMPONENT IS INTER- p TO CONSTRAIN 6F TpSp� z^w
CHANGEABLE WITH ANY OTHER sFTsa FOOTING,SEE - Tq-cF�A�G 3 '"
COMPONTENT UNLESS OTHERWISE SHO Tgs�ec/ I` SCHEDULE 3lrr SMAY A13 o i
NOTE:EACH COMPONENT IS INTER- '°os TO CONSTRAIN
CHANGEABLE WITH ANY OTHER SSFT Sp'1C DUL SEE
FOOTING WHERE REQUIRED SCHEDULE
COMPONTENT UNLESS OTHERWISE SHOWN. <P N Imo,
BEE SCHED.FOR FOOTING CUBE SIZE FOOTING REQUIRED n
SEE SCHED. OR FOOTING CUBE SIZE LL
O
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE w
JsemWeIRD=menN OURALUf"APM00195L412-13\IAPMO PATIO COVER 11-15-131.tlw9,11/272013 9:4357 PM,Tabloid
r
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C
z
5a
.ao• R=.71r -n, y� a
6r w
.ZS V4T4.60- 3.001-
.7T 5" 180' (ALL UNMARKED RADII-06R) zT=(SEETABLE3. • T=(SEETABLE .7a 2S vi1.125" BELOW) 28T .33" .47-246' 1 "
` 2.S T=(SEE TABLE BELOW)7S .fiS TYP..4 3.0(r 4.Sa 4.50"-+-4.5a 1.9Y 7 5.�� 7S -1.9Z Z o
.433' 2.a 1.3' 1.3• 2.a ^.433'
24.Oa 12.0' _ .00"/8.00' w a
awe
ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 30D4-H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL a U
10
24-TRI-N'PAN (SEE NOTE t BELOW) 12'x 3 1/2"W PANEL (SEE NOTE 1 BELOW) 8'x 2yz F T PAN(SEE NOTE 1 BELOW) 8"x 2Yz"FLAT TE 1 BELOW) a 3�3
LL= PANEL-r 110 MPH SPAN 120 MPH SPAN 130 MPISPAN L,L= PANELT 1 W0 MPH SPAN 120 MPH SPAN 130 MPH SPAN LL= PANELT 110 MP SPAN 120 MPH SPAN 1 MPM SPAN LL= PANELT 110 MP AN 120 H BPAN 130 MPH SP ti 3
(PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXPA (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXPA EXP.0 (PSF) (IN.) EXP.B EXP.0 EXPA EXP.0 EXP. EXP.0 (PSF) (IN.) EXRS EXP.0 EXP.0 EXP.B EXP. m
9'-10" 91-10' 9'-10" 9'-1• 9. 17-3. 173' 13'3' 12'-9' 17A' 173' 17-0' 12'-0• 1Z 11'-T 11'-7" 11'-2' 14'-2• 14'-2- Y 13'9• 13'-W 13'-1•
.018 .020 .020 .020-0' 8'-0' 8'-T 8'-1' 8'-Y 1T-0' 11'-1' 71'-2' 1a-T 10'-T 9'-71' '-10" 70'-T 10'3' 9'$' 9'-0'10 .024 11'3• 11•-0• 1T$" 11'3• 11'-2' .024 14'-9' 14'-9• 14'9' 14'-T 14'-Y 13•-W ,024 �15--3" 13'-3- 13'3- 12-10" 17-10• Zd' .024 15'-r 15'-T 15 r 153' 1Sr 14'-9'
9'-9" 99' 9'-2' 9'3' 73'T 17T 17$' 71'-10' 171011'd' 11'$" 10'9' 10'-10' 10'-1' 1014'-r 73'd 13'd' 1T$' 1T-9' 11013'T 13'-T 13'd' W3'$• 1T-3• iT3' 1T3' 16'-0" 1S-0' 1S-0• - 15'-T 15-T tST 15-0` 75-0' 11T-2' iT-2' 1T-Y 6'10' 1T-1' 116' as
.032 .032 .032 .032 -it-r 11'-3' 15'$' 14'9' 14'9' 14'-0' 14'-1' 13'-3' 14'-1' t3'-1' 13'd' 17d' 17$' -0' 1a-2" 15.8' 159" 15-0' 15-1' -
8'd' 8'd" 8'd' B'-3' T-11' 79'-T 19'-T 19'-7' 18'-70' 18'-10' 18'-2' iTd' iTd' 1Td" 18'-0' 1a-8' 16'-1' 18'6' 18'$' 18'-6' 18'-1' 18'd.078 • .WO 040 .040
T-9' T-5' T-5' T- T-2' 6'-10' 1T-T 169" iS-s' 1 -9' 16-0' 15-0• 1ST 14'-10" 1410' 14'-1' 14'-2' 13'd' 1T5' 16-10' 1T-0' 1Sd' 16'-6'
914• 9.4. 9'4• 9'-2 9'd' •.9'-0' 1a-9• 10'-9• 10.9' 1a-7• 10'-9' 1a3^ 9'-9' 9'-9' 9'-9. 9'-7" 9'-9• 9'd' 11'-T 11'-T 11'-T 11'$" 11'-T 11'-11 o u
20 .024 .020 .020 .. .020
8•-T 8'-T 74'((1" to-1' 9'$" 9'$' 9'-0" 9'-t' 8'-8' 9'-1' 8'-9' 8'_9' 8'-4' 8'$" T-71' 1a-10" lad' 1a3' 9'-9' 9'-10" 9'-5' a
1 V-W 11•-0" 11.3' 11.3" 11'-T 11•-a 173' 17-3' 1Z-3' 11'-9" 1Z-2• 11'-7" 11'-0" 11'-0" 11•-0' 10'3• 10•-10' lad• 4,T-T 13'-0' 13 01 iTA" ' 13'-0' 1T7 oN
.032 .024 .024 .024 l m 00
is-9' t0 Wad" 9'-0' 9'-a 9'-8' 11'-2' 1a-9' 10'-9" to-3" lad' 9'-10" 2U 1a-1" 9'-0' 9'-9' 9'-3' 9'-5" 8'-71• 20 12'-2' - T$" -%1'-7 11'3' 1a-T �i
2
- .018 6'd' 6'd' 6'd' 6'-3' B'd' 8'-2" 14'4' 14'd' 14'4" 14'-0' 14'3' 13'-T .U32 13'-0' 13'-0' 13'-0' 1T3' 12-10' 17-2" -� 15-0" 15'-0' 15 14'-9' 14'-10' 74'-T
6'-1" 6'-0' 6'-0' S-10' S'-10• S-6• 173' 179' 12'-T 1Zd' 17d' 11'7" 11'-10' 11'd' 11'S 11'-0" 11'-0' ta-0' 14'-2' 13'-T 13'-0' 13'-1' 1T-8'
25 .024 r-11• T-11" T-11' T-1a T-11• T-7' 090 3' 7S3' 1S3" 5-1a 1S-T 1Sd' .� 14'-0" 14'$' 14'-T 14'-2' 14'd' 13'9" 090 16'-1' 19-71 15-1' iS-10" 16-1" 15.8"
Td' T-2' T-Y 5-10' 6"IT 6•$' 1 - 14'-T 14'-T 13'$' 14'-1- 13'-2' 13'$' 17-10" 13'-0' 12'd' 17-0' 11'-10' iS-0" 15-7 1S-2• 14'A W-10• 14'3' ¢F
9•-6" 9'$' 91-V 9•4• 9'-6' 9--2• 9'-7^ -i 9'-1- 9.0- 9'-1- 8•-9• 8•-1- 8'-1" 8'-1• B'-0' 8'-t• T-10` 9'4• 9'd" 9'd- 91-7 9'4' 9'-1.
.032 .020 .020 .020 4
9'-1' e'-10' 8'-10' 8'-e' 8'$' 0'd' e'-0 .e'd 8'd' e'-1' e'-1" T-9' T-9" T-7" T-r Td• Td' T-2' 9'-70" 8'-9' 8'-9' e'-T e•-T
Sd• S.A. V-4- 6'3• 6'd' a-2" 9'-9' 9'-9. 9'4 a-0' 9•-9' 9'-7' 8'-9. 8'-9. 8'-9. 8'A• 8'9. 8'-F 10'-3' 10'-3• 1a3" 1a-T 19-7 Ur-W w'd
.613 .024 .024 .024 3
6--1' 6'-0' 6'-0' 5'-10' 510- 5'43' 25 ed" 8-2' 8-T 8'-0' 8'-1" T-9' 25 9'-10' 8'-T 9'-0" 9'd' 9'-4' 9'-T
25
T-11' T-11' T-11' T-10' T-it' T-T 11'-1' 11'-1' 11'-1' 11'-2 'it'3' 11'-0" 101-0' to-0' to-0 9'-10' to-0' 919' 71'-10' 1'-10' 11'-10' it'9' 1T-10' it'-T
.032
30 .024 Td' T-T r-2" 5-10' S-10` 6'-8' 1a-Ir 1a-T to-7' 10'3° ad' to-1' �2 9'-T 9'd' 9'd' 8'-T 9'-T B'-10' 11'd' 11'-r 11'-2' 1a-10' 1a-10^ 1a-T
9'4' 9'-0' 9'-T iT$' tT$' 17E' 17d', 17$' 1T-2' it'-T it'-1' 11'-1' 111 11'-1" 1a9' 13'3' 13'3' 13'-3' 13'-Y
.032 .040 .040 .040 B
9'-11 81•10" 8'-1a 8'-0' 8'-0' B'd' 17-r 1t'9• 11'9• 1r-6• 1r$' •-2 10'$' lad• 1a-6• 1a-T 10•-T 9•-10' 1T9" 17.6' 77E• 17-r 1T-2• 1W-10" E
9'-7' 9'-1• 9'-1• 9'-0- 9'-1' 8'-9' 8'-1. 8'-1. 8'-1' B,_W 8'-7' T-10" 9•4" 9'4" 9'd" 9'3' 914' 9'-1" m ,m e
.020 8'$" 84' e'd' e'-1' B'-1' 020 T9' T-T T-T rd• 7"- T-r '� 7-70' 81-9. 8'-9• 8'-T 8'-T 8'd` 2
.. - _ -. _ M .dIS
9•-9. 91-9" 9'-9 9'$• 9'-9. 9'-T W9• W-0- B'9• 81-8' 8'-8' 8'$" to-3" 10'3' ia3' 1a-r 10'3' to-0' Z_z 5
.024 - .024 .024 G w`m 9'-0' 9'-T 8'9" 30 _ 8'd' B'-2' 8'-2' 8'-0' 8'-1' T-9' 9'-10' 9'-T 9'-0' 9'd' 9'd' 9'-Y F
3030
11'-1' 11'-71 11'-2' 113' 1T-0' 10'-0' to-0' 10'4Y 9'-1a 1s0' 9'-9" ill-10" 1'-10' 11'-10' 11'-7 11'-10• ii'-T }jqY
.032 - .032 .032 0
10'-T 10'-T 1a3' 1014' to-1' 9'-7 9'd' 9'd' 9'-2' 9'-2' 8'-10' 11'd' 11'-r it'-T 10-10 1a-10' 119-T 00
1T-6' 17$• 12'-0" 17d• 17-0'. 12-Y 11'-1' 11•-1" ill 1" 11'-0" 1T-1" 10'9' 13'3' 13'3' 13'3' 1T T 13'3" IT-W
.040 - .040 Z40 O z r
17-T 11'-9' 1T-9' 1T-6' 1T$' 1T-2' 10'-8' '"10'd" 1a-0' to-2" 10'-2• 9•-10" 179' iZ$" 1T-0' 12-T 17-2' 11'-10' U�ad.
.Ozo r i r-1a TIT r-10• T-10' r-1W u2o r-1' r-1" T-1" r-1" T-1" r-1" 8•-2• 8'-2• 8'-2" 8•-r 8•-2" 8•-r a
Td' T3' T-1' T-0" 6'-10 ' 6'-0• S-0' S$' 6'-T 8-1' r-9' r9" T$' a 0`�m m
NOTE:DETAIL FOR PANEL FASTENERS W r B'-7'P 8•-T B'-T 8•-T 8'-T T-8' T3" 7'3'-: T-8' T-0' T-8' 9'-0' 9'0. 9'-0' 9'-0" 9'-0' 91-V W
ARE SHOWN IN TABLES 1,2 AND 3 SHEET 4 OF 50 .024 8'$' 8•d` 8'd" 8•-2• 8•-T 8'-0' 024 T-T T$• T r3• T3• T-2• 024 8'-10" e'-0' B'$" e•$• 8'-T B'd• '+ato
40
9•-10" 9'-10" 9'-10' 9'-10' 9'-10• 9•-10" 8'-9. B'-9. 8'-9. 8'-9• 8'-9" 8'9' tad' iad" lad' lad' tad" lad' i�
.032 .032 .032 w j4 w..
FOOTNOTE: "SAMPLE' 9'-9' 9'-T 9'-T 9'd' ad' 9'-2' 8'$' 8'-6' 8'-0' 8'3' 8'd" 8'-2' 70'3' 1a-1' 1a-1' 9'-ta 7-10` 9'$' m 8zm
�'I 11•-0" . 11'-0" 11•-0' 11'-0" 11•-0' 11'-0' 9'-8" T-8. 9.3' 9'-8' 7-8• 9'-8' 11•-r 11•-T 11'-T 11'-7" 71'-T 11•-T z^ y
FIGURE INDICATES 1 .040 .000 .040 3�w,�
ATTACHED ��(�1- 1a- to-T 10'$' 1ad' 10'Ti' 1a-T 9'-7 9'$' 9'6 9'-3' 9'-3' 9'-1' 11'-6' 11'3' 11'3' 11'-1' it'-T 10'-8' oa N
FIGURE.INDICATES 6'-11' 6'-11" 6'11" 6'-11• 6'-11" 6'-11" 6'-3" 6'-3" a3• 6'3" a-3" 6'-3' rd• T-4 Td' rd" Td" Td'
FREESTANDING .020 .020 .020
e'-8' fi'-11' 8'-0' 8'$" e$" 6'-3' 6'-3' 8'3' S-Y 6'-Y 8'-1' Td' T3" T-3' T-T T-2" T-1'
7'-0" T-8' T$" r3' T-8• T-8' 6'-70• 6'-10" 6'-10" 6'-10' 6'-10" 6'-1a 9'-3' IF 3" 9'-3' 9'3" 9'3' 9'3'
a .024 .024 .024 LL
T-0' T-0' T-0" T-T T-T rd' S0 fi'-ta a-10' S-10' 6'-0' 8'9' S-T 50 8'-1' 8'-a 8'-0' T-10' T-10' T$' p O
50
e'-1T 8'-10' 8'-10" T 10" 8'-10' 8•-10' r-10' T-10" r-10• r-1T r-10• T-10' .032 8'3" 9'3- 9--3" 9'3- 9'3' 9'-3"
NOTE 1:WHERE MULTIPLE SPANS OCCUR.MULTIPLY '�2 8'-10• 8'9• 8•-9' 8'-T W-W 8•$' 032 T-10' T-8• T9' T$' r$' T-T 9'3" 9'-3` -3 9'-7' 9•-1' 8'-10" W
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN 9'-9. 9'-9• 9'-9. 9'-9' 9'-91 a-9' 8,11. 8'-e' 8'-0' 8'$' 8'-8' 8'8" 10'd' 10•d' tad" 10'd• tad' 10'd' N
IN TABLE 1,SHEET 1. .o4B .obo .040
9'-9• 9'9' 9•-9' 8'-T 9'-T 9'd' 8'-0" 8'-0" 8'$" e'-0• 8'-T ed• lad• lad' 10'-0' 1a-T
___�OURALUM6APMO 019579-12-13UAPMO PATIO COVER 11-15-13 1.dw9,1127/2013 9-.46:47 PM,Tabloid
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
TABLE 1 TABLE 2 TABLE 3 Z= a
(2) 2"x6 %2" AND WALL HANGER, 3"x8" AND EXTRUDED AND 3"x8" WITH w
6 %2" ROLL FORMED HEADERS STEEL HEADERS STEEL INSERT HEADERS a w
NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS > NUMBER OF N0.14 TEK OR SMS SCRE,yVS W .
FOOT OF HEADER LENGTH a 3: PER FOOT OF WALL HANGER AND HEADER LENGTH a]❑ - _-- F-F- FF PER FOOT
00-a 3 110 MPH 120'MPH 130 MPH m 3 110 MPH 120 MPH 130 MPH m w o
- 110 MPH 120 MPH 130 MPH a w
EXP. B EXP.C EXP. B EXP. C EXP. B EXP. C F EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C ~ EXP. B EXP. C EXP. B EXP. C EXP. B EXP.C E - O
oz.
5' 1 1 1 1 1 1 og�
1 2 2 2 2 2 2 2 2 2 2 2 5' 1 1 1 2 1 2 2 2 2 2 2 2 5' 1 1 1 1 1 2 w
6' 1 2 -2 2 2 2 1 1 1 1 1 2 0
2 2 2 2 2 2 2 2 2 2 2 3 6' 2 2.. _2 2 2 2 6 1 1 1 2 1 2
7 2 2 2 2 2 2 2 3 2 3 3 3 7 2 ; 2 2 2 2 2 2 2 2 2 3 7' 1 1 1 1 1 1 2 2 1 2 2 2
2 2 2 3 3 3 as
$ 2 3 3 3 3 3 8 2 2 2 2 2 2 2 3 2 3 3 3 $' 1 1 1 2 1 2 2 2 2 2 2 2
9. 2 2 2 3 3 3 9' 2 2 2 3 3 3 1 2 2 2 2 2
2 3 3 3 3 4 2 3 3 3 3 3 9 2 2 2 2 2 2
10' o
2 3 3 3 3 3 3 4 3 3 1411,
10 2 2 2 2 2 2 3 3 3 3 3 3 10' 1 2 2 2 2 2 2 2 2 2 1 3 oN
2 3 3 3 3 .0
11 .3, g 3 4 4 2 2 3 3 3 3 3 3 3 3 4 4 11' 2 2 2 2 2 2 2 2 2 2 2 3
12' 3 3 4 3 4 4 4 4 4 4 5 12' 2 2 3 3 3 3 3 2 3 2 4 4 12' 2 2 2 2 2. 2 3 3 2 2 3. 3
13' 3 3 3 4 3 4 4 5 4 4 5 5 13' 2 3 2 3 2 3 2 4 2 3 3 4 13' 2 2 2 2 2 2 2 3 2 3 3 '3 y
FOOTNOTE: "SAMPLE" LL
FIGURE INDICATES ATTACHED E
FIGURE INDICATES FREESTANDING
E
m nm
C.
FAN BEAM =t � W'.o
aKZw
/ w pi
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FAN BEAM(19'-0"MAX SPAN) m 0,u
waah
2 8 2 Z
FAN BEAM FAN BEAM o A
HEADER a m a
z CEILING FAN AND/ T=.075" 21/2• 210
217 1
OR LIGHT FIXTURE TYP. w m
X (MAX. 30 Ihs.)
za
g�oe
w #14 x 3 1/2"S.D.S.SCREW #12 S.D.S. SCREW
FAN BEAM AT BEAM AT HANGER CHANNEL H H
ooy�
ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL
NOTE 1:WHERE MULTIPLE SPANS OCCUR,MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN x p
IN TABLE 1,SHEET T-1. v
a H
a ur
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wg
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C
z 3"x 8"RAFTER z w 2"X 6 1/2" RAFTER z DBL. 2"x 6 1/2" RAFTER i
"T" a 110 MPH 120 MPH 130 MPH L.L= "T" a 110 MPH 120 MPH 130 MPH L.L=H(T)
a 110 MPH 120 MPH 130 MPH
(IN.) mzo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (IN.) mzo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSFmz o 0
o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 z
16" 26'-3" 26'-3" 26'-3" 25'$" 25'-9" 24'-4" 16" 14'-2" 14'-2" 14'-1" 13'-10" 13'-10" 12'$" 16, 19'-10" 19'-10" 19'-10" 19'-6" 19'-7".. 1T-10" F
26'3" 26'-3" 26'-3" 25'-7" 14'-10" 14'-10" 14'-10" 14'-10" 14'-10" 13'-9" 19'-10" 19'-10" 19'-10" 19'-10" 19'-1 19'-4" <_
10 .042 .024 .024 0=
21'-6" 21'-6" 21'$" 21'-0" 2VA" 19'-10" 11'-7" 11'-7" 11'-7" 11'-4" 11' - 16'-0" 14'--r
4" 21'$" 21'$" 21'$" 21'$" 21'$" 21'-0" 24" 11'-7" 11'-7" 11'-7" 1-1 7" 11'-7" 11'3" 24" 16'-3" 16'-3 16 16' 16'-3" 5'-10" $
°aF z
16" 0" 1'-10" 21'-10" 21'$" 21'-7" 21'-0" 16" 18'-0" 18'-0" 18'-0" 1T-7" 1T-8" 16'-10" 16' 3" 25'-3 25-3',- 24'-9" 24'-10" 23'-9" �w O
21'-1 1'-10" 21'-10" 21'-10" 21'-1D" 21'-10" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 1T-7" 3" 25'-3" 25'-3" 25'-3" 25'3" 24'$" m
20 .042 « 10 .032 10 .032 < 0 0
V12-02'.
7- 17'-10" 17'-7" 1 T-8" 1 T-2" 18'-6" 18'$" 18'$" 14' 4" 14'-6" 16'-10" D' 20'-8" 20'$" 20'-3" 20'-4" 19'-6"
24" 24" 24" < o
1 T-10" .1 T-10" 1 T-10" 1 T-10" 1 T-10" 14'-8" 14'$" 14'$" 14'$" 14'$" 14'-4" 20'$" 20$" 20'$" 20'-8" 20'$" 20'-2"12'-2" 12'- 72'-1" 12'-1" 12'-0" 21'-9" 21'-9" 21'-9" 21'-3" 21'�" 20'$" 30'$" 30'$" 30'$" 29'-10" 30'-1' 28'-9"
16" 12'-2" 12'-2" 12'-2" 122" 12'2" 16" 21'-9" 21'-9" 21'-9" 21,_9" 21_g« 21,_2" 16" 30'-8" 30'$" 30'$" 30'$" 30'$" 29'-10"25 .042 12'-2" 12'-2" 12'-1 12'-1" 12'-0" 042 1T-9" 1T-9" 1T-9" 1T 4" 1T-6" 16'-9" 042 25'-1" 25'-1" 25'-1" 24'-6" 24'-7" 23'-7"24" 12'-2" 12'-2" 12'-2" 'a2'-2" 12'-2" 24" 1T-9" 17'-9" 1T-9" 1T-9" 1T-9" =17'-3" 24" 25'-1" 25'-1" 25'-1" 25'-1" 2 -r 24'4"
12'-2" 12'-2' 12'-2" 12'-1" 12' 1" 12'-0" 11'-9" 11'-9" 11'-9" 11'-7" 111-8 11'-3" 16'-7" 16'-7" 16'-7" 16'-3" 16'-4" 5'-10"
16" 16" 16" a
12 2" 12 2" 1: 2" 12 2" 12'-2- 1 2" 11 9" 11'-9" 11'-9" 11,'- ' 11'-9" 11'-9" -1-6 7- 16'-7" 16'-7" 66'-7" 16'-7"
30 .042 .024 .024 o
24" 12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0 24" 9'-8" 9'-8" 9'-8" 9 9'-7" T3" 24, 13'-7" 13'-T' 13'-7" 13'-4" 13'-4" 13'-0" $�
22'-2" 12'-2" 72'-2" 12'-2" 12'-2" 9'-8" 9'$" 9'-8"' 9'-i 9'-8" 9'$" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7"
10'-7" 10'-T 10'_7" 10'-7" 10'-7" 10'-7" 15'-0" 15'-0" 1.§1-0" 14'-9" 14'-9" 14'-4" 21'-1" 21'-1" 21'-1" 20'-9" 0'-10" 20'-2" g
40 .042 16" 10'-7" 10'-7" 1W-7" 10'-7" 10'-7" 20 .032 16" 15' 0- 15'-0" " 15'-0" 15'-0" 15'-0" 15'-0" 20 .032 16" 21'-1" 21'-1" 21'-1"
24" 10'-7" 10'-7" 10'-T' 10'-7" 10'-7" 10%7" 24„ =Z'-3" 12'., " 12'-3" 12'-1" 12'-2" 11'-9" 24, 17'-3" 1T-3" 17'-3" 17'-0" 17'-1" 16'$" �¢
10'-7" 7" 10'-7" 7" 10'-7" 10'-7" 12'-3" F 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 17'-3" 17'-3" 17'3" 1 T-3" 1 T-3" 17'3" i
16" 8'-7" 8-7" 8-7" 6-7" 8-7" 8-7" 16" 18'-1" '' `1 '-1" 18'-1" 17'-9" 17'-10" 17'-4" 16" 25'-6" 26-6" 25'$" 25'-1" 25'-2" 24'-4"
50 .042 8'-7" 8'-7" 8'-7" 8'-7" 8'-7" 8'-7" 042 18'-1" 1 " 18'-1" 25 18'-1" 18'-1" 18'-1" 042 25'$" '-6" 25'6" 25'$" 25'$" 26-6-
8'$" 8'-8" 8'-8" 8'-B" 8'$" 8'$" 14%9" 14'-9" 9" 14'-7" 14'-8" 14'-2" 20'-10" 0'-10" 20'-10" 20'-6" 20'-7" 20'-0" w
24" 24" 24" o
8-.i 8'-i 8'$" 8'$" 14'-9" 14'-9" 1 -Z 14'-9" 14'-9" 14'-9" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" w w
16" 6-3" 6-3" 6 3" a3 6-
" 6-3" 16" 9 3" 9 3" 9 3" 9 3" 9-3" 9 3"
6 3" 6'-3" 6'-3" 6'-3 6'3" 6'3" 9'-3" 9'-3" 9'-3" 9'-3" 9'3" 9'-3" a
A024 24" 6,_3« 6,_3" 6,_3« 6,3" « 6,_3« .024 24" 9,3" 9, 3" 9, 3" 9,3" 9,-3" 9,-3" b
63„ 6._3« 6._3, 6,_3« 6-3" . 63« 93, 9.3, g,_3, 9,_3« 9,_3, 9,_3, S
0 oar 8'-4" 8'-4" 8'4" 8'-4" 8'-4" 8'-4". 11'$" 11'$" 11' - 1 V-8" 11'$" 1 V-8"
TYP.
16" 8'4" 8'-04 8'-4" 8'-4" 8' 4" 8'-4" 16" 11'$" 11'$" 11'$" 11'$" ", 11'$"
3.or 25 .032 '2 6,,
8'4" 8'4" 8' 4" 8' 4" 8'-4" 8'-4" 11'$" 11'$" 11'$" 11'$" 11'$" 11'$"
o oza• 6s 0, .4" es 24" "+� 24" y
0.032^ 8'-4" 8'-4- 8'4" 8'-4" 8'-0" 8 4" °.,, 11'$" 11'-8" 11'$" 11'-8" 11'$" 11'$" m w 2
0.04r
o.oaz• 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 14'-1" 14'-1" 14'-1" 14'-1" 14'-1" 14'-0" LL o
.042 10-1" 10-1" 10-1" 10-1" 10-1" 10-1" .042 14'-1" 14'-1" 14'-1" 14'-1" 14'-1" 14'-0" aiWW
24" 10'-1" 10'-1" 10'-1" 10'-t" 10'-1" 10'-1" Z4" t 14'-2" 14'-2" 14'-1" 14'-1" 13'-10" w a
�° --I- z.a -I 10_1" 10_1« 10_1« 70_1« 10_1• 10_1« 14.2, , 14'-2" 14'-2" 14'-1" 14'-t" 13'-10" Noq:
o d
*3"X8" RAFTER * 2"x6.5" RAFTER * DBL. 2"X6.5" RAFTERS FOOTNOTE: 'SAMPLE" >a w r
ALUM.ALLOY 3004-H36 OR AWM.ALLOY 300a-H36 ALUM.ALLOY 3004H300R FIGURE INDICATES U q
EQUAL OR EQUAL EQUAL ATTACHED O 3
FIGURE INDICATES
,k NOTE:SINGLE RAFTERS SPACED 16 O.C.MAY BE USED AT FREESTANDING a o m
32"O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED -
24"O.C.MAY BE USED AT 48"O.C.WHEN DOUBLED. PROJECTI
SP w
TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) H. mz
O.H. ,6 7 8 9 10 11 12 13 14 15 16 17 1S 19 20 21 3 w`V m
0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 00
1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 TRIBUTARY TRIBUTARY= f 1
WIDTH J1rZ,9PAN+0.H.
2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 . 12 13 E E $
3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 * o
4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 a
5' _ _ _ _ 11 11 12 12 13 13 14 14 15 1,9 16 ;" NOTE:TRIBUTARY ON MULTIPLE SPANS IS N
EQUAL TO CENTER SPAN TO CENTER SPAN
_- -.,T..VU UMVAPM001961412-13UAPMO PATIOCOVER II-15-131.dw9,1127/2013950:63 PM,Tabbid
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 110/120/130 MPH EXP, B & C
2"X 6 1/2" RAFTER c9 w
z z DBL. 2"x 6 1/2"RAFTER
L.L= "T" a cWi 110 MPH 120 MPH 130 MPH L.L: "T" a cWi 110 MPH 120 MPH 130 MPH 3 w 8
(PSF) (IN.) m zQ EXP.B EXP.0 EXP.8 EXP.0 EXP.8 EXP.0 (PST) (IN.) m zQ EXP.B EXP.0 EXP.B EXP.0 I EXP. B EXP.0 w
r
16 6-3" 6-3" 6-3" 6-3' 6'-3" 6'�" t 6„ 9'-3" 9'-3" 9'-3" 9'3" 9'-3" 9' 3" m
.024 3 6-3 6-3" 6-3" 6-3" 6-3" 024 9-3" 9'-3" 9' 3" 9'-3" 9'-3" '-3" w T
w m
24" 6,_3.r,.,, ,6'_3" 6'_3. 6-0. 6'-3" 6'_3" 24" 9'-0" 9'_3• 9,_3„ 9,_3. 9'_3" 9'_3" m
6'3" 6'-3" 6'-3" 6'-3" 9'-3" 9'-3" 9'-3" 9'-3" -3" 9'-3" 0
16" 8'4" 8 4" 8'<1" 8'-0" 8' 4" 8'4" t6 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8"
30 .032 8-4" 8-4" 8 4 8'4" 8 4" 8'C 30 .032 11' 8" 11'8" 11'$� 1'-8" 11'-8" 11'-8" a
24" 8-4" 8-4" 8�" 8,4" 8'-4" 8'-4" 24" 11'-8" 11'-8" 11 44 11'-8" 11'
8' 4" 8' 4" 8' 4" 8'4" 8' 4"
10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 14'-1" 14'-1" 14'-1" 14'-1" 14'-1' 14'-0"
16", 16"
.042 10-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 14'-1" 14'-1" 14'-1" 14'-1" 14'-1" 14'-0°
24" 10'-1" 10'-1" 10'-1" 10'-1" 10L1," 10'-1" 042 24" 14'-2" 14'-2" 14'-2" 14'-1" 14'-1" 13'-10"
10 1" 10 1" 10' 1" 10-1" 10'-1":: 10-1" 14-2" 14-2" 14'-2" 14'-1" 14'-1" 13'-10"
16" 4'-9" 4'-9" 4'-9" 4'-9" 4'-9" 4'-9" 16" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 2 m
.024 q_g^ q_g^ q_g• q'_g^ q•_g^ 4'-9" S'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1"
24" 4-9" 4,_9„ 4'-9" 4,_9„ 41_9., 4'_9" 024 24" 8 1„ 8 1" 8._1" 6.1" 8,_1. 8,_1. 'R
4'-9" 4'-9" 4'-9" 4'-9" 4'-9" 4'-9" v, 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1"
16" 7 3" 7-3" 7-3" 7 7'-3" 7'-3" \.., 16" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
40 .032 T-0" T-3" T-3" T-3" T-3" T-3" 40 03. - 10-2" 10 2" 10-2" 10-2" 10-2" 10-2"
24" T-3" T-3" 7'-3" 7'-3" T-3" 7'-3" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
7-3" T-3" T-3" T-0" T-3" 7'-3" 10%2" 10'-2"
16" 8 9" 8 9 8-9 8-9" 8-9" 8'-9" 1 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
.042 8'-9' 8-9" 8-9" 8-9" 8-9" 8-9" .042 16" 12 12'-3" STY STY 12'-3" 12'-3" a
-9" 8'-9" 8'g" 8'9„ 8'-9" 8'-9" °
24 24„ 12'-0" '•2'-3" 12'-3" 12'-3" 12'-3" 12'-3" u
8'-9" 8'-9" B'-9" 8'-9" 8'-9" 8'-9" 12'-3" -^�'-3" 12'-3" 12'-3" 12'-3" 12'-3" <
16" T-10" T-10" T-10" T-10' T-10" T-10" 16" 7-2" T-2a' T-2" 7'-2" T-2" T-2" 9 m
024 T-10" 3'-10" 3'-10" 3'-10" 3'-10" 3'-10" 7'-2" T_2" T-2• 7'-2" 7'-2" 7'-2" ¢
24" T-10" 3'-10" T-10" T-10" T-10" T-10" 024 24" T 2" 7,-2„ `. " 7'-2^ T-2" T-2" J
3'-10" 3'-10" T-10" T-10" 3'-10" 3'-10" T 2" 7'-2" -2" 7'-2" 7'-2" 7'2"
16" 6 1" 6-1" 6-1" 6-1" 6-1" 6-1" 16„ 9'-1" 9'-1" 9'-1" 9'-1" T-1" 9' 1" e
50 .032 6-1" 6-1" 6-1" 6-1" 6'-1" 6'-1" 9'-1" 9'-1" 9'-1" 9'-1" 9'-1" 9'-1" n E
6'-2" 6'_2" 6,_2" 6'-2" 6'-2" 6'-2" 50 .032 �� N'e
24" 24" 9-1" 9'-1" 9'-1" 9'-1 9'-1"
6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 9'-2" 9'-2" 9'-2" 9'-2 9'-2" 9'-2" LL
16" 7' 10" 7-10" 7-10" 7-10" 7-10" 7'-10" 11'-0" 11'-0" 11'-0" 11-0" -0" 11'-0" <z w
.042 T-10" T-10" T-10" T-10" T-10" T-10" .042 16" 11'-0" 11'-0" 11'-0" 11'-0"
24" 7-10" 7-10" 7-10" 7-10" T-10" T-10" 11'-0" Mn-
11'-0" 11'-0 11'-0" N y
T-10" T-10" T-10" T-10 T-10" T-10" 24" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0 11'-0" o o
FOOTNOTE:
"SAMPLE"
Urn
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
ao em
FREESTANDING
0
wn
z-
ui$w..
)"1f Om
m io
2�j"n
K6UIt°
OWN¢
Cl
I()
0
3 Q
0 m
• � W
W
S
N
,Users\delirD menm\DURALUMIIAPM0019519-12-IMAPMO PATIO COVER 11-15-131-dw9,11127/2013952:38 PM,Tabloid
HEADER BEAM TYPES
GUTTER I�._. 0EXT.CLIP 1'ar 0.3TS z
a
w
0.61' 1.79. SPLICE SPLICE pyUM. 2 i
WHEREWHERE
SPLICE OCCURS 0"14"R OCCURS 7LLLGY "j w i°
WHERE Typ. 6os3T6 F qa n
V 3.0•
SPLICEq3.0'
OCCURS 6.E56' 7.r O m
WHEREfi.S 2.STCCURS013^ 4.0' 1 4'S 0.28" U.0C8" 0.110• W0.0753 U• TYP 0.065• TYP. mT1P. .036' 2. " 7�P 2.08"
J0.3TS3" SQ. STEEL BEAM 75 2.93• 30. 00^ ASTM A653 GRADE 40 _
6.5" ROLLFORM 40 E
MAG BEAM GUTTER FASCIA C 4" I-BEAM fir, .5" MAG GUTTER F 7" I-BEAM
A ALUM.ALLOY B ALUM.ALLOY ALUM.ALLOY IJ ALUM.ALLOY ALUM.ALLOY 6063-T6
6063-T6 3004-H36 6063-T6 6063-T6 - " 25`
�,•,� W/(1) "C" INSERT
V ALUM.ALLOY 6063-T6
N 2
H W/(2) "C" INSERTS a
T=Gk ALUM.ALLOY 6063-T6 -
ib ca _
Chi N
T FF ASTM -
GRADE 50
=o
,iz
Q3
oN
6.0• 8.0• =O of
6.S
0.032• 0.042• 0.042" 0.625"
TYR TYR TYP.
2.e7S m
3"x8"x0.042" BEAM
I -26^�.�nb^x�20� F--3.o^�-II II-�3.o•-FI� I ��
�3.o•--I L ASTM GRADE 50 WO
DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM
3"x8'x0.042" BEAM DBL. 3"x8"x0.042" BEAM
ALUM.ALLOY 3004-H36 J K W/ 12 GA. STL. INSERT
ALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-H36
1 OR EQUAL OR EQUAL •v '-_ > _,OR EQUAL.. _. _ M ASTM GRADE 50
8
COLUMN / POST ES 2 64
- -
� -
' =3"SQ.xt=0.188"aaR
c
ASTM -3"SQ.xt 0.250"
GRADEso " oa3r
>
=3SQ.xt=0.313 0w>aw
pdKo zww_m N c a
0.042 O¢¢
) =4"SQ.xt=0.188"
K
1.00 PLASTIC
PLUGS =4"SQ.xt=0.250"
s ^MAX m^nam
U
HT. = 10' oaa ALUM. e w
Ze
I I .048'STEEL p10 SMS "I N 0 i
II-^ -_�II�3.0 mil�- --il o m
3.0' MAX 3.0' 3.0' FA.SIDE '� 30' ^wa
DBL. 3"x8"x0.042" BEAMLLJ 4. aw "
z8^ ao• �om�
W/ DBL. . GA. STL. INSERT + 'I^ oTo7Ps 3j
N ALUM.ALLOY 3004-H36 I 2.0' 3.0-------
ALUM.
H^-3.0"-�i o
OR EQUAL
DBL. 3"x8"x0.042" BEAM F�3.o- -� � �3" SQ. ALUM. POST 3" SQ. ALUM. POST ~3.0^--� T o 0
,OTE: TOP AND.. �' ALUM.ALLOY 3004-H36 3.0^oR a.o• w
ACH HEADENGEH�LgECUTAT W/ DBL. 12 GA^ STL INSERT B 3"SQ. ALUM POST ITH SIDEPLATES :;::� MAG POST
;pTTOM FLA ALUM.ALLOY 3004-H36 ,, ALUM.ALLOY 3004- F 3"SQ. STEEL POST D ALUM. E ALUM.ALLOY SQ. STEEL POST =
'ACH INTERIOR COLUMN WHERE 3 OR EQUAL �' ASTM A500 GRB(Fy=46ksi) OR EQUAL 6063-T6 ASTM A500 GRADE B
)R MORE COLUMS OCCUR.DO NOT
BUT FLANGES AT END COLUMNS.
,URALUMUAPMO 0195\9-12.1 MAPMO PATIO COVER 11-i S13 1.dwg,11/27/Z013 9:57:11 PM,Tabloid
EXISTING EAVE CONNECTION DETAILS
NOTE:
WHERE PROPOSED 3/18'STEEL BRACKET CAN BE LOCATED z
may, PROJECTION EXCEEDS 16', 8" O 1/a-0 HOLES,TYP. ANYWHERE ON EAVE. w A34 FRAMING ANGLE O w
SEE TAPLE_2 ADD A34 FRAMING ANGLE EA. _ '�. NOTE:PROVIDE WATER d o
SIDE OF RAFTER(2 PER O TYP.BRACKET PROTECTION,METAL FLASHING z
FASTENERS,SEE,TABLE 2 RAFTER TO(E)BLK'G) B p p AT EVERY 2x TCAUCK O DRAIN JOINTS AND SLOPE
w
p ~�R.F.OR EXT.HANGER EXISTING EAVE ALLOWABLE PROD.
CHANNEL,2X OR 3X rFLEX*
NG SEE TABLE 1 rOil E a
RAFTER BRACKET 1 1w X) 2x6 OR 2x8 LEDGER a a <
EXIST.EAVES, w a
ALUM. PANEL 2X OR RAFTER, g- m rc
3x ALUM.RAFTER 24"O.C.MAX .�` W.S (3)#14x1 3/4"
FASCIA BOARD
S < U
0��'
ALLOWABLE PROJ. EXISTING EAV-p'T-v-� NOTE: w
k SEE TABLE 1 OVERHANG 1.EXISTING ROOF OVERHANG DESIGN NOTE:PLAC NOTE:BRACKET
(24"MAX.) LOADS:ROL=3 psf(MIN)TO 8 psf(MAX) SIMILAR MATERIAL BETWEEN-., MAY BE MOUNTED 8
RLL=20,25,30,40,&50 psf BRACKET AND COMP. BELOW RAFTER W/
2.EXISTING RAFTER ALLOWABLE SHINGLE ROOFING TO
BENDING STRESS ISSQO.µat-=' _ _ PROVIDE SEAL SAME CONNECTION'S.
TABL TABen
L 2
s�
EXISTING MAXIMUM PROJECTION NGER TO FASCIA OR EXTERIOR WALL OF �'
FRAMING MEMBER � —
EXISTING STRUCTURE o
COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE ER
L.L. OVERHANG 110,B 110 C 120, B 120,C 130, B 130, C MASONRY WALL(SOLID GROUTED CELL <�L. 2X WOOD FASCIA WOODS IDS, 16"O.C. o N
FASTENERS OCCURS)OR CONCRETE WALL �o
2"x 4"FULL 19'-7" 19'-7" 19'-7^ 1 T-2" 1]'-O" % 0 LAG SCREW W/Xe"0 WASHER AT EA (1)V 0 LA SCREW W/% 0 %'0 x 1 V POWERS WEDGE BOLT- i
2"X 6"NOTCHED 26'-0" 26'-0" 25'-7" 25'4" 2V-2" RAFTER(24'O.C.MAX.)EMBED LAG WASHER BED LAG SCREW STAINLESS STEEL AT 16'O.C.10 J
SCREW 2'MIN.INTO END OF EXISTING 2'MIN.I EXISTING STUD).
2"X6"FULL 26'-0 26-0 -W" ' ' 26 26-0 26'-0 26
' ' " " '-0" 10 RAFTER TAIL.INSTALL SIMPSON A34
2"xB"NOTCHHEE D FRAMING ANCHOR EACH SIDE OF
2N8"FULL OR EXISTING FASCIA TO EXISTING RAFTER '
2"X1 O"NOTCHED 26'-0" 26'-Q" 26'-0" 26'-0" 26'-0" 26'-Q" (2 PER FASCIA TO RAFTER CONNECTION). o
-0 LAG SCREW W/ •0 WASFIER• ) '0 LAG SCREW W/ '0 '0 x 1 y'POWERS WEDGE BOLT z
2"x4"FULL 13'-]" 13'-]" 13'-]" 12'-10° 13,1a-`12-2 WASHER'0LA SCREWW1W0BED LAG %'0x1STAINLIESSSTEERSWEGE Fz
" 6"NOTCHED 2Q'�" 2Q'4" 2Q'4" 4" 19'-T' 1 B'4" SCREW 2'MIN.I EXISTING 2'MIN.INTO EXISTING STUD). w i
2"x6" 20 RAFTER TAIL INSTALL SIMPSON A34 z
20 - FRAMING ANCHOR EACH SIDE OF 0
2"x8'NOTCHED Q" ' 26'-0" 26'-0" 26'-0" EXISTING FASCIA TO EXISTING RAFTER
2"x8"FULL OR (2 PER FASCIA TO RAFTER CONNECTION).
2"X10"NOTCHED 26-0" 26'-0" 26'-0" 26'-0" 26'-Q" 26'-0" %"0 LAG SCREW W/W 0 WASHER AT EA (1)%"0 LAG SCREW W/WO Y,"0 x 1 Y*POWERS WEDGE BOLT- E
RAFTER(24-O.C.MAX)EMBED LAG WASHER(EMBED LAG SCREW STAINLESS STEEL AT 1T O.C. 3
2"x 4"FULL 13'-]" 13'-]" 13'-]" 12'-1 Q" 13'-1" 12'_2" C SCREW 2"MIN.INTO END OF EXISTING 2-MIN.INTO EXISTING STUD). r
2"x 6"NOTCHED 2Q'4" 20'-4° 2Q'13" 19'4" 19'-]" 18' 4" 25 RAFTER TA L INSTALL SIMPSON A34
m m
FRAMING ANCHOR EACH SIDE OF
25 WOR
LL OR EXISTING FASCIA TO EXISTING RAFTER o"�
TCHED 26'-0" 26'-0" 26'-0" 26'-D" 26'-0" 26'-0" (2 PER FASCIA TO RAFTER CONNECTION).
LL OR pia O LAG SCREW W/WO WASHER AT EA (1)%'OIAG SCREW W/�'0 W0x1Ye"POWERS WEDGE BOLT- N
TCHED 26'-O" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" RAFTER(24.O.C.MAX)EMBED LAG WASHER(EMBED LAG SCREW STAINLESS STEEL AT 12-O.C. ?a a
SCREW 2'MIN.INTO END OF EXISTING 2'MIN.INTO EXISTING STUD).
LL 9'-9" 9'-9" W-9" 9'_6" 9'_7" _ 30 RAFTER TAIL.INSTALL SIMPSON A34
) yOw
FRAMING ANCHOR EACH SIDE OF a `
TCHED 15'-0" 15'-0" 15'-0" 14'-]" 14'-8" 14'-0" EXISTING FASCIA TO EXISTING RAFTER 52.w9
30 LL OR (2 PER FASCIA TO RAFTER CONNECTION). U 3 u doTCHED 23'-4" 23'-4" 23'-4" 22'-9" 23'-0" 21'_10" o ;
%"0 LAG SCREW W/%"0 WASHER AT EA (2)%"0 LAG SCREWS,EACH "/e 0 x 1 Y"'POWERS WEDGEBOLT- n onm 2"x8"FULL OR RAFTER(24"O.C.MAX)EMBED LAG W/WO WASHER,2'APART, STAINLESS STEELAT 8'O.C.
26'-0 26-0" ' " 26'-0" 26'-0" 26'-Q" 26'-G" SCREW 2"MIN.INTO END OF EASTING
2"x10"NOTCHED 40 RAFTER TAIL INSTALL SIMPSON A34 STUD).DZ"MIN.INiOIXSTING
2"X 4"FULL - - - - _ FRAMING ANCHOR EACH SIDE OF
EXISTING FASCIATO EXISTING RAFTER w m
2"x 6"NOTCHED Ti'-0" 11*-W 11'-Q" 11'-0" 11'-0" 1 1'-0" (2 PER FASCIA TO RAFTER CONNECTION). W
40 2"x6"FULL OR �/ >?o
2"xB"NOTCHED 1 T-6" 1 T-6" 1 T-6" 1 T-6" 1]'-6" 1 T-6" YR 0 LAG SCREW W/W 0 WASHER AT EA (2)%"0 LAG SCREWS,EACH W 0 x 1 y'POWERS WEDGE BOLT- z "S
RAFTER(24-O.C.MAX)EMBED LAG W/WO WASHER,2'APART, STAINLESS STEELAT B'O.C. 3 `-
2"x8"FULL OR SCREW 2"MIN.INTO END OF EXISTING (EMBED T MIN.INTO EXISTING o H
2"x10"NOTCHED 26'-0" 26'-0" 26'-0" 21T-O" 26'-0" 26'-0" 50 RAFTER TAIL INSTALL SIMPSON A34 STUD).
FRAMING ANCHOR EACH SIDE OF '
2"x 4"FULL - - - - _ _ EXISTING FASCIA TO EXISTING RAFTER
2"X 6"NOTCHED (2 PER FASCIA TO RAFTER CONNECDON). h
LL
o O
50 2"x6"FULL OR 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 0
2"x8"NOTCHED
< w
w
"x8"FULL OR 23'2" 23'2" 23' 2" 23'2" 23' 2" 23 2" w
2"x10"NOTCHED
(UsersWe1l\D=ment5WURALUM\1APMO 01S5\9-12-13\IAPMO PATIO COVER 11-15-131.d".1127/201310:00:33 PM,Tabloid
HANGER CHANNELS AND MOUNTING BRACKETS
#14 sos T=.060"TYP-�
_I--- "2.740 @ 8 O.C. a
� I w I
U WALL FASTENERS a.078
W N
1.50' T=.060" W SEE TABLE 300'
N SHEETS .633' _3•
ALUM.3004-H36 06 WALL FASTENERS o '25"R .05 V
SEET LE 2 - #14 SMS @ PANEL
15 " .010"X90" D21A" SHEET 8 O LOCKS OR#8 SMS y ti
1=0.04" . (2) �] AT EA CONTACT y/ + 6 a
io o� .563" A .200'� 5 F i
w 0 .281" ". SEE PAGE 33 FOR 9' w O
APPROVED ROOF PANEL 01 CONTINUOUS A-RAIL m2 <
tO o o WALL O ROOF PANEL 3 (WHERE OCCURS) a w
' U
m FASTENERS r p z i
SEE TABLE 2 3• z
SHEET 8 06 " (2)#14 SDS #14 SMS @ EA.CONTACT w O
ALUM.ALLOY r o
e 1 75" 1.B80" @ EACH PANEL, 6063-T6 w _
ALUM.ALLOY ALUM.ALLOY 6"FROM PANEL ALUM. ALLOY
6063-T6 6063-T6 EDGE 6063-T6 0
0
O ROHANGERED O EXTRUDE O I.R. HANGER WALL CONNECTION O "H" BRACKET
HANGER
NS
as
1 1/2" 10#L,L=(2)#14 SMS EA.SIDE "' a
20#/30#LL=(2)#14 SMS EA. SIDE f.BEAM SPLICE TO
U-BRACKET ✓ OCCUR DIRECTLY OVER 5/8"0 PLASTIC - -
(4 3 LAG SCREWS _ POST.NOT PERMITTED PLUG WHERE
@ 2-POST UNITS
6 SCREWS I SCREW IS INSIDE o 0
#14 SDS, 3/4" OR 1 1/2" PER.SIDEEl Z
3 PER SIDE —� 5^ #14 SMS MAY oN
J I 2"x61/2"OR _ BE USE AS wo
Q 1 5"MIN. 3"x 8"ALUM. 3 5" ALTERNATE TO
RAFTER -3. 114"0 BOLTS
3.5"
314"OR11/2" 5 8"BEAM
5"
LU � DR �2 I ¢bzm
3' EXISTING WOOD STUD FRAMING SEE NOTES o i a
1 BELOW j i 6 1/2"SIDEPLATE EA. O O
SIDE SEE POST SCHED. g k w�
�a¢m
2 EACH 1/4"0 x 3-1/2'LAG SCREWS LL=10 psf #14 SMS EA-SIDE
3"X8"ALUM. 3"X8"ALUM. 2 EACH 7/16"0 x 3-1/2"LAG SCREWS L.L:20 AND 30 psf TOP, MID HEIGHT
RAFTER HEADER (2 MIN.PENETRATION INTO EXISTING AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
BRACKET WOOD STUD)
BEAM TO POST CONNECTION 21 E
NOTE:USE LEDGER WHERE RAFTER SPACING
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE EXCEEDS EXISTING STUD SPACING
THREADED PORTION OF SHANK. COMPLETE SEE FOR ATTACHMENT 2z POST SCHEDULE 6 m
PENETRATION INTO EXISTING CORNER STUD. 4 3"SO. x.032"+(2}2"x 6 1/2"x 0.032" 3"SQ. x .032"+(2}2"x 6 1/2"x 0.042"
1❑ W/(6)-#14 S.M.S. EACH SIDE. El W/(B)-#14 S.M.S,. � m d
HEADER BRACKET 2 RAFTER TO WALL CONNECTION 3 USE ON CONC. SLAB ONLY USE ON CO, SLAB OR FOOTING. W F N
.' NUQo
1 1/2'OR 2"LATTICE
#8 S.M.S.EACH SIDE a a
ALTERNATE 12' DOUBLE RAFTER- EXISTING p i o
BOLT CONNECTION PLAN 2 LATTICE 1 12"OR 2" SHEATHING 2"x6Ys'x0.024' DBL.3'X8'X.042 BEAM O
ALUMINUM MEMBER WITH OR DBL.2"X6.5'X.032"BEAM p a
ALTERNATE: WOOD FILL OR r
4-#14 S.M.S.EACH 3 2'x6'NOMINAL LEDGER a Q
RAFTER TO COL (NEW OR EXISTING) °
CONNECT!(&TOT.) n I 1 w
2'x6.5"OR 3"x8"RAFTER w
w I°
ALTERNATE:1/2"BOLT ,
w
' 4.FO c ALTERNATE: ;� (2)SIMP50N$D325600 -0 m
(2}#14 S.M.S.EACH RAFTER n i 6j N
1 TO COLUMN CONNECTION 5!8"0 ACCESS HOLES
Q U
Yx 3-STL.POST(24") ALTERNATE: INSTALL 6-@1E X a" o o w¢
(4-TOTAL) I' LONG SOS EACH
INSERT ATTACHED OR (2}2x6.5'OR — ALTERNATE: 3"SO.POST HEADER TO COLUMN
3"x 3"STL.POST COLUMN (2)-3"xB"HEADER EXISTING
FOR FREESTANDING (2}2x6.5"OR(2}3"x8'HEADER 1"STUCCO OR EQUAL - (12 FASTENERS PER o
(2}12'BOLT ALTERNATE: y CONNECTION) LL
3"x3"a0.024' (1)-1/2"BOLT OR 2.5•PENS.INTO EACH WOOD STUD 0
2'x6.5"SIDEPLATE CONNECTOR (2}#14 S.M.S.EACH RAFTER
r
EXIST. STUCCO/ LEDGER DOUBLE HEADER TO
DBL. RAFTER/ DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O ATTACHMENT DETAIL O6 OLUMN DE
.-,Ml IIALUMfIAPMO 019M9-12d 3VAPMO PATIO COVER 11-15-13 I.dw9,11/27/2013 10:14:27 PM.Tabloid
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
ALUM.TBRACKET USE WITH STEEL POST ONLY: i
"T BRACKET j POST TYPE B,C,D,OR E. I I USE POST TYPE ¢
> Q 3-SQ. POST W/ \ STEEL.•T•BRACKET USE WITH i F,G,H,J OR K
SIDE SMSST \ POST TYPE
AC E,E,F,G,H,J OR I — 1jig
3"SQ. POST SIDE OF POST OR \,{�P 3"SO.POST ALUM.T 8 0 H LT: (3}5/8"0 BOLTS w q`
USE rr2}318S HILTI I I FOR POST TYPE J&K N '<
1/4"M.B.THROUGH KWIKB}OLTS OR EQUAL 1/2 DEPTH OF I I w
I FOOTING OR I I a h
POST STEEL.'rBRACKET:
12"MIN.EMBD, 1 1 q 5" o w a
S E NOTES BELOW USE(2 ORE HILT]KWIK
(2}114"0 POWERS WEDGE- OLTS OR EQUAL I (2}1I2"0 BOLTS 16"INSERT
BOLTS+,OR EQUAL,EACH I I w —} < z
BRACKET TO SLAB. FO•EMBK BOLTS DEPTH ;'{� I 1 w m FOR ALL OTHER _,z o
I CONDITIONS q 5• x 0.188"
MINIMUM DISTANCE TO •: I I w f ASTM A36 w o 6
EDGE OF SLAB=4"OR - w m w,
TO CRACK=10" d ' ' •'• N 09 T .C. STEEL a o 0
(1 %4 MIN. EMBEDMENT) 1:; _ UJI=co " a u
o (1}1/2"HM.B. F U 9"SQ.BASE PL z
OE n x9"LONG,1" "r:.:.•.; a y a o 0 �
FROM END w w /OR4"
ASTM A572 STEEL w
SLAB SHALL BE IN POURED C CRETE w
OF POST
GOOD CONDITION FOOTING SE CITE z o
F SIZE POURED SQUARE,SEE FTG.3 1/2" MIN. - CONCRETE
E FOOTING SCHEDULE IN BEAMT(STL.) -
CHEDULE QUAR FOOTING SPAN TABLELUTED
IN BEAM SPAN TABLE `�;� T(STL) TZ
EXISTING SLAB 8 SQUARE POST EMBED. INSERT' a a
_. .. . O 3"SQ. POSTS TO CONC. FOOTING O INTO FOOTING o
a PL.5/8"THK.
uv a" MINIMUM NUMBER OF REQUIRED 1 1/2" 6 11/2" o o -
' COLUMNS FOR ATTACHED COVERS
2"X6.5"X0.032" SIDE PLATES 10 UP,no WELDED_STEEL.BASE PLATE
ALUM.ALLOY 3.00" OR m3 110 MPH 120 MPH 130 MPH
6063-T6 ��2. 0" EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C BASE PLATE SCHEDULE
NOTES: 5' 2 2 2 3'., 3 3 PLATE SIZE MAYBE USED WITH POST TYPE,SEE SHT.7 w i
V10.6
75" gD �
1.DO NOT USE ALUM. B 9"SQ.x 5/8" B,C,D,F,G,H,J,&K
p BRACKET WITH 3X8 BEAM 6' 2 3 3 3 3 4
5" W"NSERT.MAGBEAM,4"DR FREESTANDING yoow
0 7"[-BEAMS. T 2 3 3 4 ,.-4 a BASE PLATE ANCHOR �z p
a a w
p 2 POST TYPE E 8' 3 3 3 4 � 4 �`., 5 jo6m
'INSTALL WASH R PLOT BASE PLATE ANCHOR BOLTS(SIZE&TY 2"XY,"X5YZ•AT d12'
3 4 4 4 ' 4 STEEL-r BRACKET.1.5 09 TYP. 3 4 4 5 5 6 �ti (4}3/4"0 HILT] KWIK BOLT TZ STAINLESS
POST TYPE F 9"x9"x 5/8" STEEL PER I.C.C. ESR-1917 OR EQUAL INSTALL 114"x 1Y"x YB"HDG DO NOT USE STEEL'7 '4 4 4 5 5 6 8
WASHER PLATE AT ANCHORS - (4 3/4"EMBEDMENT DEPTH) E
BRACKET W/T'I-BEAM
FOR 130 MPH 4 5 5 6 5 7 m mATTACHED
13 4 5 5 s s 7 ATTACHED ONLY ogi
ALTERNATE FTG. FOOTING &ANCHOR BOLTS a z E
ALUM 'T" BRACKET
2"X6.5"X0.042" SIDE PLATES v gh
m� 110 MPH 120 MPH 130 MPH CUBE SIZE SQ.IWD •CUSEF . SINGLE POSTS m� e
E3 FOOTING SIZE EMBED. >p -x
P EXP.B EXP.C EXP.8 EXP.C EXP.B EXP.C 1 B• 1 r sQ. 12' BOL75 (r 00 In w
5' 2 2 2 2 2 3 20" 2rso t2 23 aza CUBED Iz}1nro 3va• > z
l � 22• 25•SQ. 1 0�a e.
2I I 6' 2 2 2 3 2 3 25 -3o cuem (a}12 m 3 va• o N
za za^sQ. zs Q
2 2 2 3 3 3
g7116"0HOLE 26• 32"SQ. 23" 31'-34•CUBED Iayss•a a a
FOR 3/8"MB .56" 2 FLANGES . ,
28" 35•SO. 25• w
ASTMGRADE36STEEL 21/8"APART 8' 2 3 3 3 3 4 �• 39"sQ 28 s-3rCUBED l4y340 a3a•
INSTALL tY"x 1Yz"x Y"HDG 1.125" 215" 9' 2 3 3 4 3 4 3T 43•SQ. 30' a0' r CUBED ta/ara e a ara• w s w--
WASHER PLATE AT ANCHORS 34• 4r 5Q. 32• >:_0.
.75" .75" BASE FLARES 10, 4 3 3 4 4 5 NOTES: TS SHALL eE HILTI KWIK BOLT TZ STAINLESS STEEL 2 "tea
36• 51•80. 34" I.C.C.EVAL TIONSERVICE INC.,ESR-1917 OR EQUAL 3di.157" TO3"WIDE EA. / W3' 3
3 4 4 4 5 3W s5•so. 3r a.m
TYP SIDE OFFLA S oow=
1,75" FOR 3"POST, 4 4 5 4 5 1
USE FOR 3"OR 4" 60°SQ.
39"
STEEL POSTS 4"WIDE FOR 4"POST 4r 64"Sa. 41' o
5so" 4 4 5 5 6 4a ss"sa. " a3 0
1-7/16"0 HOLE 0
¢2-5116"0 HOLES &2-3/8'HOLES NOTE:1.MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS 'CUBE FOCMNG WIa• E
TYP.EA.SIDE AS SHOWN ON SHEET 7.SEE SHEET 7 FOR POST TYPES <
2.SEE SHEET FOR ALTERNATE LATERAL BRACING
STEEL 'IT' BRACKET ODSYSTEM FOR ATTACHED COVERS. NOTE:ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED m
,UsemWelN]ocumentslOURALUM\IAPMO 0195a-12-131APMO PATIO COVER 11-15-131.tlxg,11f272013 10:18: 88 PM,11 x 17
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
_.r =
w
1 o�
(E) STRUCTURE w
Q U m
O
yW�o
m
r
✓� J W
ROLL-FORMED OR
AS AN ALTERNATE FOR ATTACHED COVERS,THE INSULATED ROOF PANEL a
LATERAL BRACING SYSTEM (LFRS)SHOWN BELOW INTERLOCKING SEAMS]TYP. a 00
MAY BE USED ONLY FOR ATTACHED, SOLID-ROOFED PROJE ION,P 2 s 0
COVERS ' J
w
o
COLUMN 1 : 3"x3"x0.032'W/(2)2"x6.5"xO.042"SIDE PLATES.
SEE eB AND eD I
7 7
COLUMN 2 : PER SPAN TABLES
ROOF PANEL ATTACHMENT -
MINIMUM NUMBEROF EQUIRED � LENcrH.L o oz
COLUMNS FOR ATTACHED COVERS p�JyS�Q q0 g�
Y �� �� �� G@J ?�Gp f tr� .o'Pp�G@�'L �3 0
2 X6.5 X0.032 SIDE PLATES o�o %
So opy ps2y
rc� 110 MPH 120 MPH I 130 MPH FO 0'_P�
WW
EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C Q�" c'pL� '_� m m
5' 2 2 2 3 3 3
6' :_2 3 3 3 3 4
0
W U
T 2 3 3 4 3 4
o¢
8' 3 3 3 4 4 5 �o
9' 3 4 4 4 4 5 #14 SDS g
@ a•O.O.
10' 3 4 4 5 5 6 N74 0.C. E
4 MIN.PERER EACH EACH JOINT 8
11' 4 4 4 5 5 6 m
N14 SMS @ 32'O.C.MAX t
12' 4 5 5 1 6 5 7 j (4 MIN.PER PANEL INTERLOCK) O
13' 4 5 5 6 6 7
a?w®
Y n U
2u X6.5n X0.042 SIDE PLATES
! }o,H 120 MPH 130 MPH LONL-FORMED
AEL j LL
(2)N 14 SOS @ EACH P ALUMINUM SKINS SOLID FORM CORE w a w
F- EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C 6-FROM PANEL EDGE TOP a BOTT.0.024' W c
O,zn
5' 2 2 2 2 2 3 ?j 0_l l`F
6' 2 2 2 3 2 3 O INSULATED ROOF O ROLL-FORMED PANEL INSULATED ROOF PANEL Mom a
HANGER ,,, INTERLOCKING SEAM INTERLOCKING JOINT w
7' 2 2 2 3 3 3
w
8' 2 3 3 3 3 4 z�
wrw .
9' 2 3 3 4 3 4 > od
lop
10, 4 3 3 4 4 5
�.-
11' 3 3 4 4 4 5 ooN�
12' 3 4 4 5 4 5 0
LL
13' 3 ,. 4 4 5 6 o Q
f
NOTE:1.MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS `y g w
AS SHOWN ON SHEET 7.SEE SHEET 7 FOR POSTTYPES. w
x
. . ...._...,.�nn6\OURALUMUAPM0 01 9 5441 2-1 3\IAPMO PATIO COVER 11-iS13 2.dwg,11282013 4:12:18 AM,11 x 17
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 0
SIMPLE SPLICE FULL MOMENT
3' 10•1 3" 1' - 24' B' OPTIONAL DECORATIVE FASCIAi
' (WOOD.ALUM.OR RAROBORD)
C)
ZWo
(2)I10 S.M.S.@ EA `7
VALLEY,TYP. w '^
#105.M.5. (12)-#14 x 1/Y S.M.S.EACH SIDE OF 7
(8 TOT. II #12 S.M.S. II SO.POST(&TOTAL) Q U nW
P. THICNINESS=.035 (24 TOT ALTERNATE I/4'OBOLT W/WASHER 01 •-•
II TYP. THICKNq�S5=.035'
8.3B' , _ /EA SIOyOF 3'SQ POST N F
II II///
+ II + + ++ ++ �� + + ++ "1 __ 12 O
W 0 Q
A6063-TLLOY EXTRUDED
d maw j
ALUM.ALLOY 3004H36 w _- 7 1 O 11p 0 0
OR 6063-Tf�,FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE:USE SI PLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR I i Wr'T
1 -so-� j i
IN ALTERNA ISEFOR BAYS AT ANY LOCATION EXCEPT AT END BAYS r SPLICES - R ORMED & EXTRUDED FASCIAS NOTCH I-BEAM FLANGE 7SO.POSTIB UMALLOY AS NEEDED TO CLEAR NOTE:IF SPLICE OCCURS AT ALTE INTERIOR BAYS,A SINGLE 12'SIMPLE CSPLICE(ONE SIDE OF WEB)MAY BE USED. (606 )ALTERNATE SQ.POST,CONNECT WEB 0
STL.C-BEAM TO POST W/(2)-51B'0 U
TOTAL=M-12.0 BOLTS THRLLBOLTS @ 4-]-BEAM, x 12 S.M.S.EACH SOLE OF 3•
r SQ.POST AND(3)-5/8-0 THRU BOLTS OST(&TOTu11
@ T I-BEAMS RNATE a"T BOLT W/WASHER
1�D' IDE OF 3'SO.Q O �urTER FASCA o$
sPLIDE WHERE 4" ! 2.1 O3 3-SO.PORT- MPG BEAM
OCCURS 1 3'SQ STL BEAM N e
o"
''P ° H - BRACKET TO POST 14 TER "TAIL" TO GU 15
< �3
ALUM.ALLOY NOTE:THIS DETAIL I$LIMITED TO 10,20&30 psf w o
6063-TS " 3"SQ.STEEL BEAM' ROOF LIVE AND SNOW LOADS
s^
OR
4"I-BEAM 3 - MAG BEAM.
MOMENT LICE "L" FASTENERS w
NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12'SIMPLEC-$`P�,L.ICE(ONE SIDE OF WEB)MAY BE USED. P-0" 4-#14 SDS w
4' `fi..,c• 2'-0' 6-#14 SDS m a
5 FASTENER TO FASCIA-SEE TABLE I-RZ
F_ F 3"-O" 12-#14 SDS FASTENER TO RAFTER TAILS-SEE TABLE20
1.25" _ FASTENER SPACING mw
�__O OPTIONAL LATTICE TUBES z
O O'n ° #14x 72'S.M.S.TOP AT OVERHANG �0
(6}#14 SDS @ EA.$ID s son.(2)-TOT. '<
svucE WHERE i TOP&BOTT.TOT.=24
OCCURS 4•.5"
O
11'
TIP. ROOF PANEL o 0
'v FASTENER 6 7/2• � E
O ° — — - 00 GROUP
mE
EXTRUDED
FtMED OR
EXTRUDED GUTTER u
L � ALUM.BRACKETX p_
_ a. 3"X 3"ALUM.OR #14 S.M.S.@ 2-O.CC. a z w A
�6063-TO LLOY s^ STEEL POST E
7"I-BEAM a-0' s 12 Xzx.o2a 2" i L'SEE TABLE
MOMENT CSPUCE "U°BRACKET-RAFTER TO BEAM RAFTER N o q
1 Yz° SQ. OR 2" LATTICE TUBE P1 2"x3" LATTICE TUBE P2 LATTIC UBE TO RAFTER 16 "U" BRACKET - RAFTEPA IQ B 17 >O_w
O�zr
_�'� r'• 3.125'FOR 3 x RAFTER S2 O
.. 2.125'FOR 2 x RAFTER a o io c
ALUM.ALLOY 3105-H25 .'x 1 12-SQ.,2•SQ., w
ALUM.ALLOY 3105-H25 OR 2'x3'LATTICE
#8 x 2"SMS,21/2' @ 3"O.C.MIN. 1 1/2" t=.040'@ 6063-T6
1.50" 50e OR 3 1/2-,TYP. TO 6'O.C.MAX, i
z8" m.
2„ 2" .28" 311 21. __
— — — — (6)-#14x%a'TEK SCREWS~ .018" � 1 BRACKET TO RAFTER �1/Y MIN.
RAFTER 10
Q LL
O tv
(6)-#14x%'TEK SCREWS .7W' g
BRACKET TO BEAM =
vs
1Users)deINDo mentMDURALUMAAPMO 0195 -12-13VAPMO PATIO COVER 11-15-131.dwg,1127/201310:31:37 PM.11 x 17
ATTACHED A FREESTANDING SOLID COVERS
BEAM TYPES 10, 20, 25, 30, 40 & 50 # L.L.
10#LIVE LOAD- 110,120,130 MPH - EXP. B &C
sr
A 6.5"ROLIFORM z
Eq
ALUM-ALLOY E",w 6063-TS z
Uzo
svLx:E ATTACHED SOLID FREESTANDING SOLID z w ^'
WHERE --.{ 1.00• {- F r ts- w
Sp OCCURS I I MAX.COL. 0 MAX.POST FTC, MIN. MAX-POST FfG. MIN. ]❑ r
WHEPE �.;. T SPACING m3 SPACING (IN.) POST SPACI. (IN,) POST m� U n
sRLx:E 6.5' 2. occu8s ,....;I 2 ON SLAB* 3 (SPAN) TYPE (SP ) TYPE O ¢
wHEaE 0.73' - 4.6° Q14-R m ,r" o
OCCURS I 4.0" TYR a' ill 8" 18 11'-8 27 < a
0.070- t' TDYP5
- 3.m CC 13 5' B G 5' m
0.075' II 3.0' TYP. 11'8" 20 1'-2" 29TYRi .o3tr z.04^ 02a• o.aae• "' 10'-8" 18 10-9" 27 w o aT ' 6' 10'-8" 21 B103" 28 G 6' mw0
L--_JTo ----J rI I 9'-10" 19 [9'EW�
-10" 27 a00
�3. ---I r 9�$ 9'-10" 21 B '-W 28 G
3.0" 2.93' 3.0' 4.00'
1 9'-3" 19 27 �+ °
MAG BEAM 6.5"ROLLFORM �,-1 4" I-BEAM �,-,� 4.5" MAG GUTTER �r1 ow
3"_SQ. STEEL BEAM 8'-6" 8 9'-3" 22 B 8'-10" 27 \7 8
A ALUM.ALLOY B ALUM.ALLOY V ALUM.ALLOV v ALUM.ALLOY C" AS R653;...` J 7,_7" 9, 8'_9" 2O B 8'-9" 28 G 9' 0
6063-T6 6063-T6 6063-T6 6063-T6 GRADE 40 J 8'_9" 22 8'$" 27
6'-9" 10 8'-4" 20 B 8' 4" 28 G 10'
o.37s' �. O 8'-4" 22 8'-0" 28
6' 2" 11' e'-0" zo B 6'-0" 28 G 11'
smCE ,m,s �e 8'-0" 23 7'-8' 29 9
WHERE PLUM. s T-7" 21 n T-7" 29 G m
ocoUas °T6 `,F 5'-8 12 T-7" 23 " T-4" 29 H 12' o R
6s66' 7.0• S 0 o
0.1 m• a 0•, 8.0"
w_
TYR 0.032' SF0042" 0.042- ATTACHED SOLID FREESTANDING SOLID 14
TYP. TYP. TYR
MAX.COL. D o_ MAX.POST CING FfG MIN. MAX.POST FTG MIN. j o_ i
0.375" SPACING ON SLAB* 3 SPACING POST
(SPAN) (IN.) TYPE POST S(SPAN) (IN.) TYPE 3
1.75• LL
3.0^ I I 13'-7" 5' 11'-8" 19 B 11'-8" 29 G 5'
X--1-20'� F�--30'�-I ", I-�3.0"�1�-3.0"�3.0'-'i ��� 11'-6" 21 10-9 30 3O H zo
m o
". O 11'-4" 6' 10' 8" 19 B 10'-a" 28 G 6' o
7" I-BEAM DBL- 2"x6.5"x0.032" 3"x8^x0.042"BEAM DBL. 3"x8"x0.042" BEAM N 10'-6" 22 9'-10" 30 0 r
F ALUM.ALLOY I ALUM.ALLOY 3004-H36 J ALUM.ALL
3004-H36 K ALUM.ALLOY 3004-H36 r , 9'-1 O" 20 9'-10" 28 (� R k w w
6063-T6 OR EQUAL RE QUAL OR EQUAL 9'-8�� 7 9'_g" 22 B 9'_2" 29 7' 0 a m
G W/(1)"C" INSERT - 8'-6" g' 9'-3" 20 B 9-3- 27 G 8'
ALUM.ALLOY - --"' 9'-1" 23 8'-7" 29
6063 T6
J 9' 8'-9" 21 8'-9" 28 9'
W/ 2 "C" INSERTS . 25- J 7-7" 8'-7" 23 B 8'-1" 29 G E
H ALUM.ALLOY 8'-4" 21 8'-4" 28 r E
6063-T6 r-zoR �$ 6'-9" 10' 8'-2" 24 B T-8" 30 G 10' m m
O =
7=2OR ASTn1 r 6'-2" 11' 8'-0" 21 B 8'-0" 29 G 11 t7 o cqi
,a ca. GHMEw T=9" 24 7'-4" 30 H d
7.e75" GRADE m B.0' T-7" 21 T-7" 29 G Q z w",
.oaz• 5-8" 12 7'-6" 24 C' '7'-1" 31 H 12 w
TYR �Uao
\ mOwa
u
o.62s ¢= ATTACHED SOLID FREESYANDING SOLID ¢= o i
f r r_ MAX.POST MIN, MAX.POSTJOG
r H- U a h
+I 3.0_ y-II SPACINGMAX.COL m m SPACING fir.) POST SPACING m o_ O a��¢a
2.875' 3.0" MAX 3.0' 2 ON SLAB• F (SPAN) (IN') TYPE (SPAN). X
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM ill 8" 20 11'4"
WI 14 GA. STL. INSERT W/DBL. 14 GA STL. INSERT 13'-7" 5' B 5' w
11'-0" 22 10'-3"
�- ASTM GRADE 50 N ALUM,ALLOY 30�4-H36
10'-8" 20 10'-6"oREQUAL O 11'-4" 6' B 6'
M10'-1" 239'-6" w n i
3"x8"x0.042"BEAM DBL. 3"x8"x0.042" BEAM
r 9'-10" 21 9'-8" 29 G m 0.
W/ 12 GA. STL. INSERT �1 WI DBL. 12 GA. STL. INSERT 9,_8„ T 9' 4" 23 B 8'-9" 30 7 3 w v
M ASTM GRADE 50 - V ALUM.ALLOY 3004-H36 1 " 21 9'_1" 29 ¢
OR EQUAL 8'-6" 8' 8'-9" 24 B 30 G 8' m m
J 8'-9" 22 B'-7" 28 G
7-7 9 8'-3" 24 B 7'-9" 30 H 9
NOTE: FOOTNOTE: "SAMPLE" J w
FOOTING SHOWN REPRESENTS LENGTH OF t
22 6'-2" 29 G
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. 6'-9" 25 B 7'-4" 31 H 10 o O
FIGURE INDICATES g
WHERE SLAB OCCURS,CUBED FOOTING SIZE +.THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL EXPOSURE B 23 B 7'-9" 30 H < r
MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN FIGURE INDICATES T 6'-2" 25 C 7'-1" 32 I SEE ALTERNATE FOOTING TABLES THIS COLUMN OR THE MAXIMUM POST SPACINGSHOWN EXPOSURE C 23 7' 6"SHT.10 FOR ATTACHED COVERS FOR THE SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B R C. S'-8" 26 C 6'-9"
_ - ""w\DURALUMIIAPMO 0195\9-12-13MAPMO PATIO COVER 11-15131.CWg,1 1/271201 3 1 0:3423 PM,11 x 17
ATTACHED & FREESTANDING SOLID COVERS- 10#LIVE LOAD - 110,120,130 MPH - EXP. B&C
�1 MAG BEAM � 4" I-BEAM �r,14.5" MAG GUTTER 3"SQ. STEEL BEAM i
ALUM.ALLOY �' ALUM.ALLOY 6063-T6 'J ALUM.ALLOY 6063-T6 G ASTM A653 GRADE 40 w
6063-T6
z
z
OIo
a ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID
MAX.COL ja MAX.POST FIG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POSi FTG MIN. NIAXPOST FIG. MIN. MAX.POS'T FTG MIN. MAX.POST FTG MIN. .POST FTG MIN. 5o11 rm-ACING m3 SPACING POST SPACING (IN.) POST SPACING (IN.) POST (SPAN) (IN.) .npE SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) PO SPACING IN.) POST m3 5 x F (SPAN) (IN') TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) (SPAN) ( TYPE M Oo
11'8"1 8" 120 B 11'-8"1 2" 229 G [V2
1 B 14'94'-2" 231 H 13'-3 3 3" 121 B 13'-12'-9" 230 G H 7 3"T-3" 1 7 B 7 37_1" 226 F 5 "a° o
O 11'�" 6' lift,10_ 121 B 10'8 0 3' 228 G 22 B 13'6 3 0" 230 H 12'-12'-2' 121 B 12'-11'-8" 229 C7 6'-10"_10^ 166 B 6'-10"Eil-6" A F 6. m r
27 G 12'-6" 20 B 12'-6' 28 11'-3" 20 11'-3' 28 -6" 16 6'-6" 24 d' o o
9'-s" 29 12' 6' 23 17-o" 29 G 11'3" 22 B 0'-10' 29 6'-6" 18 B 6'4" 26 F 7' ° 0
�
8,_6" 8, 9'-39'-3" 122 B 9' 8'= 0' 227 G 11'-8"1-8" 223 Ci ill-81'-3" 229 G 10'10 7" 223 B 10'-T0 2" 22 G 6 3'6'-3" 119 B 6 36 1" 227 F 8
J T_7" 9' 8'-9" 20 8'-9" 2a 11'-1" 21 ill 1" 29 10`-0" 20 10'-0" 29 6'-0' 17 6'-0" 26 F o
_j 8'-9" 22 B &-6• 2i G 11'-1" 24 C 10•-7" 29 G 10'-0" 23 B s'- zs G s'0" 1s B 5'-10" 27 G 9
6'-9" 10, 8'-4" 20 B 8'-4" 29 10'-6" 22 10'-6" 30 G 9'-6" 21 9'- 29 5'-9" 1 a 5'-9" 26 F
O 8'-4" 22 8'-0" 28 G 10'-6" 24 C 10'-1" 30 H 9'-8" 23 C 9'-2" 29 G 5'-9" 20 B 5'-8" 2a G 10
r 6'-2" 11' 8-08,-0" 223 B 8 07_8" 229 G 1 225 C 10' 9 8" 33p H 9'-1"9-1" 224 9 16,_9" 229 �. 5 8'5'-8" 120 B 5 85,_6" 229 G' 11' a
S_8" 12' 7•T_7" 223 C 7'-7 T 4' 229 G H 9.7"9'-7" E 9'7 9'-3" 330 H 8,8"8'-8" 2 4 C 8 8 8' 4" 330 G 5 �5'-6' 1 21 B S 6 5' 4" 229 G 12' .9
Oz Z
ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID EESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID
FN
sl
MAX-POST �.G MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. OST FTG MAX.POST FTG MIN. MAX.POST FTG MIN. MAXPOST FTG MIN. MAX.POST FLG MIN.
m�i SPACING POST SPACING (IN) POST SPACING INS POST SPAC ST SPACING - POST SPACING POST SPACING POST SPACING p0$T m a (6PAN) (IN) TYPE (SPAN) TYPE (SPAN) ( TYPE (SPAN] (IN TYPE (M) (SPAN) (IN) TYPE (SPAN) 0N) TYPE (SPAN) (M') TYPE(SPAN) TYPE 5, 11-8 121B 11'-80 9" 230 G H 14 9 4'-6" 223 B 14'-9 3' 32 H 113,-13 1" 122 B 13'-3 2'3" 230 �'.I T-3"7 " 16 B T-3^ 26 F 5,
2 18 6'-10" 2710'-9" 19 10'-8" 28 13'-6" 21 13' 30 H,._ 12'-2" 20 12'-2" 28 G 6'-10" 17 6'-10" 25 w o a 6' 10'6" 22 B 9'-10' 30 G B B
N 13'-2" 23 12'-4" 31 1 12'-0" 23 11'-3" 29 H 8'-9" 19 B 6'-6' 27 F 6' F y
9'-10" 20 B 9'-10" 28 12'-6" 21 2'-6" 29 G 11'-3"- 20 11'-3" 28 G 6'-6" 17 6%6" 25 G w w
179'-8" 7' 9'-8" 22 9'-2" 29 G 12'-3" 24 11'-6" 31 H 11'-1" 23 B 10'-0" 29 H 6'6' 20 B 6'-2" 27 F 7'6' g'-0"9'-1" 223 B 9-0g_7• 229 (j 11'-8" 2 11'$' 29 G 10'-7" 2 B 10•-7" 28 6'-3" 18 6'-3" 26 F11-6" C 10'-9" 30 H 10'-4" 24-• 9'-9" 28 G 6%2' 20 B 6'-0" 28 $'
9' a'-9" 21 8'-9" 2811'- 11' 1" 29 G 10'-0" 21 ` ' 10'-0" 29 6'-0" tb 6'-0" 27
8'-7" 23 B 8' 1" 29 G 10'-10" 5C 102" 30 H 9'-9" 24 C 9-3" 28 G 6o- 21 B 5'-8" 29 G 9'
10' 8'-4" 21 8'-4" 28 10'-6" ' 23 10'-6" 30 H 9'-6" 22 9'6"-. 29 5'-9" 18 5'-9" 28 E
8'-2" 24 B T-8" 30 G 0'-3" 26 C 9'-8" 30 G 9'-3" 25 C 8'-' 29 G 5'-9" 21 B 5'6' 30G 10' m11' 8 0 " 224B M72
G 10'-09 9" 26 G. 10'-09 " 30 H 9'-1" 22 9'-1" -29 G 5'-8" 19 r5'5-6-5._
'-8" 29 G 3 30 8'-10" 25 C 8'-4" Z9;< H 5'-T 22 B 5'-4" 30 H 11 "12' 7'-7" 21 9'-7" 23 9'-7" 31 8'-8" 22 8'$" 30 5'-6" 19 29 G ¢z!iT-6" 24 C H 9'-4" 26 E 8'-10 31 H 8'-4" 25 C 8'-1" 30 -H. 5'4" 22 B 2" 31 H 12' w"i h
F-�Uv
y ATTACHED SOLID FREE ANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTA6WD SOLID FREESTANDING SOLID > >a w
MAXCOL. a o MAX.POST MIN. MAX.POST MIN. MAX POST
MIN. MAX POST
MIN. MAX.POST G U a n
FTG. FTG. FTG MIN. MAXPOST MIN. MAXPOST FTG MIN. o O J a
2 SPACING R?i SPACING (IN POST _PACING POST SPACING pCS SPACING �C'' POST SPACING �C'' ppST SPACING �C'' OIST SP CING POST SPACING POST m— F-
ON SLAB• r (SPAN) j TYPE '(SPAN) (IN) TYPE (SPAN) (IN) TYPE (SPAN) (IN) TYPE (SPAN) (IN) TYPE (IN.) (IN. . N.) 3 O m
L.L (SPAN) TYPE (SPAN) PE (SPAN) ( TYPE F a o m a.
c 13'-.7" 5' 11'-0' 20 -11'-a" 30 H 14'-9" 21 14'-4" 32 I 13'-3" 21 13'-0" 31 H T-3' 17 T-2" 27 F
G 11'-0" 22 10'-3" 31 I 13'-10" 24 B 13'-0" 33 J 12'-7" 23 B 11'-9" 33 J T-0" 19 6'-8" 28 G 5'
CD 1 V-4" 6' 10'-8" 20 10'-6" 30 G 13'-0" 22 13'-2" 31 1 12'-2" 21 11'-1 31 H 6'-10" 18 �'.-9" 26 F 5
10'-1" B 9'-6" 31 H 12'-8" 24 B 1•-10" 33 J 11'-6" 24 B 10'-9" 32 1 6'-7' 20 B 6'-3" 28 G 6
9'-8" 7, 421
1 ' " 29 G 17-6" q
B 12'-2" 31 H 11'-3" 22 11'-1" 30 6'-6' 18 6' 27 F > o
23 :Bf�8'-9" 30 H 11'-9" C 11'-1" 32 1 10'-8" 24 B 10'-0" 31 H 6'-3' 20 B 28 G 7' 3 w w v
1 " 29 11'-8" 11'-6" 30 H 10'-7" 22 10'-4" 30 G 6'-3- 19 6'-2" 28G 6 6" 6' 24 8'-2" 30 G 11'-l" C 10'-0" 32 I 10'-0' 25 B 9'a" 31 H 6'-0' 21 B 5'-9" 9 6 0 o u
J 7'-7" 9' 22 B 8'-7" 28 G 11_1" 23 10'-9" 30 10'-0" 23 B 9'-9" 29 G 6'-0' 19 6'-0" 8 G
,J 8'-3" 24 7'-9" 30 H 10'-6" 26 C 9'-9" 31 H 9'1)" 25 C 8'-10" 30 H 5'-9" 22 B 5'-7" 30 H 9
O 6'-9" 10' 8'-4" 22 B 8'-2" 29 G 10'-6" 24 10'-3" 30 G 9'-6' 23 9'-3" 29 G 5'-9" 20 5'-9" 29 G u_
7'-10" 25 7'4" 31 H 9'-10" 27 C 9'-3" 31 H 8'-6" 25 C 8'-1" 31 H 5'-7" 22 B 5'-4" 31 H 10' o
r 6'-2" 11' 8'-0" 23 8 7'_g^ 30 H 10'-0" 24 C 9'-9" 30 H 9`-1" 24 8'-10" 30 H 5'-8" 20 5'-7" 30 H a
T-6" 25 C32 I 9'6" 27 E 8'-10" 32 I T-9" 25 C 7'-4" 32 I 5'6" 23 B 5'-2" 32 I 11'
5 8" 12, 7'-7" 23 7'-8" 31 H 9'-7" 25 9'�" 31 H 8'8" 24 8'6" 31 H 5'-6° 20 5'�l" 31 H Q
7'-2" 26 C 6'-9" 33 J 9'-1" 28 E 8'-0" 33 J 7'-1" 25 C 6'-9" 33 J- 5'-3" 23 B 5'-1" 33 J 12'
Jsers\Hell\DocumenlsVDURALUMUAPM00195\9-12-13\IAPMO PATIO COVER 11-1&131.dwg,1127@01310: 1 x
ATTACHED& FREESTANDING SOLID COVERS-10#LIVE LOAD- 110,120,130 MPH-EXP. B &C
7'1-BEAM 7"I-BEAM 7" 1-BEAM DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM
F ALUM.ALLOY 6063T6 W!(1)"C" INSERT H W/(2 "C"INSERTS I ALUM.ALLOY 3004-H36 '� ALUM.ALLOY 3004-H3fi w
ALUM.ALLOY 606346 ALUM.ALLOY 6063-T6 OR EQUAL OR EQUAL w
z
Cii o
ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID
M OL. a MAXPOST FfG. MIN. MAXPOST FrG. MIN.k
MAX.POST FTG. MIN. MAXPOS7 FTG MIN. MAX-POST FfG MIN. MAX-POST FIGSPACING . MIN. MAX.POST MAX.POST MIN. MAXPOST MNCPOST MIN.
r
_ SPACING SPACING FTG. SPACING SPACING FTG.
O PAC G WSp
3 PAC
(SPANG (IN.) T1T�E (SPCAN) (IN.) TYOPE (IN.) TYPE (SPANG (IN') TYPE POST SSPCAN) (IN.)ING PTYPE (SPAN) (IN.) TYPE 2"B�5R"x0�3T FEAAM e' (IN.) TTY'PE 2k6.57c080.U72 FEEAM ON.) TYPE Fm,POST iq 3 0��
IL 13, 7" 25'$" 23 E 25'-8" 34 J 227 E 30'-" 9" 337 33'-9" 25 33'-9" 35 13'-2" 13'$" 19 13'-2" 13'$" 9 G < a
25'$" 26 24'$" 36 J 33'-9" 28 E 32'-10" .37 J 12'-T 3'$" B 21 12'-3' 30 H 5 o
O 11'�" 6' 3$" 24 23'6" 33 25 28'$" 35 31'-9" 26 31'-9" 35 12'-1" 12'$' 19 12'-1" $/ 28 w o
r
23'-B" 27 E 22'-7" 35 `� 28 E 2T-7" 37 J 31'-9" 29 E 31'-0" 37 J 11'$" 12'$" B 21 1 1'$" 29 G 6' a w
T, 9,_8. 7, 21'-2 247 27 E 21' 00
-90 10 3 J 34 229 E 26'-72"5,7^ 336 J 30'-30'-2" 230 E 30'-29-4" 336 J 11'-10-8" 11'-T 7" B 20 122, J'10_ 11'- 0'-8° 229 G 7'
8'-6" 8' 20'-4" -;25 E 2!0�- 33 J 24'-1 27 E 4'-1 35 J 28'-1 28 E 28'-1 35 J 10'$" 10'-1 ` 22 10'$9 8" 10'-110-0" 228 �. 8, w
20'-4" 28 19'-7" 33 24'-10" 30 24'-0" 35 28'-10" 31 24'-0" 35 10'-0" 0'-10"
—� 19'-2' 25 34 23'-6' 27 23'6" 36 2T-3" 29 2T-3" 36 9'-10" 10'-2" 21 9'-10' 10'-2" 29 9,
J T"T 9 19'-2" 28 �� 18'-6" 34 J 23'-0" 30 E 22'-T 35 J 2T-3" 32 E 2T-9" 35 J 9'4" 0'-2" B 23 9'-2" 9'4' 28 G
6'-9' 10' 1$'3" 26 E B'-3" 35 J 22'3" 28 E 22'-3" 36 J 25'-1 29 E 25'-1 36 J 9' 4" 9'-2" C 21 9'-4" 9'-2" 29 G 10'
18'-3" 29 17'-7" 34 22'-3" 31 21'-6" 36 25'-10" 33 26'-2" 36 "0" 9'-2" B 23 8'-9' 8'6' 28
VC 6,_2. 1.1, 7T-0' 6' '29
ET 3 3r '8T 84 23 8-4" 8 T-42 21 E2 9 E 1 35 ' 12 $ 6 C
5,_8. 12, 16'$63, 230 E 16'$B-0" 3 J 20 20�" 232 E 20'-4 9 T 337 J 23'-El.23'-8" 334 E 23'-23 9" 337 J 8 7 8•-2, 7 87_8. C 223 8 7 8'-0" T B 7'-1• 229 G 12' o
9993
i
ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID
MAXGOL. o MAx.POST ING FTG MIN. MAX.POST FTG MIN. MAX.POST4 MIN. MAXPPOST FTG MIN. MAX.POST FTG MIN.- MAXPOST FTG MIN. SPACING SPACING FTG.POST MAX.POSTMIN. SPACING SPACING FTG. MIN. 5o m
= ON SLAB ¢3 (SPSPACAN) (IN') TYPE (SPOST PAN) (IN') TYPE SPACING (N ' POSE S(SPACING (IN,) TYPE POST SPACING
(IN.) TYPE S(SPAIN) (IN.) TYPE FOR DBL FOR 3"x8" (IN.) TYPE FGR DBL FOR 3POS "x6' (IN.) PTYO� m3
^ 2'x6.Sx0.032' BEAM 2'x6.Sx11.032' BEAM
G 13'-7" 5' 26$' 24 E 25'$" 36 J 30'-7" 25 E 30'-7" 37 J 33'-9" -26 E 33'-9" 35 J 13'-2" 13'-8" B 19 IT2" 13'-8' 30 H
25'-2" 27 23'-8" 37 3D'-2" 29 29'-0" 39 K 33'-3" 30 32'-0" 37 K 11'-6" 11'-8" 21 11'-2" 11'$" 31 5,
rcbim
O 1 T�1• 6, 23'-6"23'-0" 228 E 23' 21'-7" 336 ,� 28' 28'-2" 230 E 28'8 6 6" 338 J K 31' 3"1�" 231 E 31'20 1" 337 J K 12'-1�"0$" 12'6"0$" B 2 22 12'-10 2 12 6 0'6' 230 G H 6' 8 H
(V EN-
r 9._8. 7, 21'-21'-3' 229 E 21'-92"D_1, 338 J 26'-26'-1" 231 E 26'-24$" 338 `� 30' 29'-9" 232 E 30'-22"8$" 336 J 11'-29$" 11'-70'-0" B 222 11'-29'-6" 11'- 9'$" 229 G 7' 0...
8,_6. 8, 20'�° 26 E 20'-4" 34 J 4'-1 " 28 E 24'-1 " 35 J 28'-1 , 29 E 28'-1 ^ 3s J 10'-6" 10'-1 " B 21 10'-6^ 0'-1 " 28 G 6'
20'-0" 30 18'-9" .35 24'-4" 32 23'-0" 37 28'-4" 33 26'-8" 35 9'-t" 9'-3" 23 8'-10" 9'-1" 29
J 7,_7" 9, 19'-2' 27 19'-2" 34 23'-0" 28 23'-6" 36 27'-3"- 30 27'-3" 36 9'-10" 10'-2" 21 9'-10" 10'-2" 29 9.
18'-9" 30 E 1T$" 34 `� 23'-0" 32 E .r21'$" 36 `� 26'-9` 34 E 25'-2" 35 '� 8'-7" 8'-9" B 23 8
'-4" 8'-T 29 G
18'-3" 27 18'-3" 35 22'-3" 29 22 3-- 36 25'-1 3 25•-1 " 36 9'-4" 9'-2" C 22 9'-4" 9'-2" 29 « g
6'-9" 10' T-10" 31 E 16'-9" 34 `� 21'-10" 33 E 20'-7" 36 `� 25'-4" 34 `�E_ 23'-10 36 `� 8'-2• 8'-4" B 24 S'-0" T-9' 30 G 10' m N
O 1T-0" 27 1T-4" 35 21'-3" 29 21'-3' 37 24'-8" 31 •24'-8" 37 9'-0' 8'-4" C 22 9'-0" 8'�3" 29 G r;
r 6'-2" 11'. T-1' 31 E 16'-1" 34 `� 20'-10" E 19'-T 36 `� 24'-2" 35 E 22'-9" 36 '� - T-9" 8'0" B 24 T-7" T-1" 30 H
-- -- -- - '
16'$" 28 16'$" 35 20'-0" 0 20'-4" 37 23'-8" 31 23'-8"' ., 37 8'-T T$" 22 8'-T T-8" 29 G
T-8" 12 l" 32 E 15'-4" 35 J 2 34 E 18'-9" 36 J 23'-2" 35 E 216' , 37 `� T-6" T-4- C 24 T-3" 6'-T 31 H 12 w v r
loop
w2v
> 02z
m ATTACHED SOLID FREESTANDING S.�D ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ` -. ATTACHED SOLID FREESTANDING SOLID
�= o�z�
�0 MAX.POST FIG. MIN. MAx.POST MIN. MAX.POST FIG. MIN. MAXPOST FTG MIN. MAX-POST FIG. MIN. MAX.POST FTG. MIN. MAX.PPACOST MAX.POST SPACING FTG. MIN. MAX.POST
SP SPACING
FTG.POSTMIN ' jo 014a
SPACING m� SPACING POST SPACING POST SPACING POST SPACING POST SPACING POST SPACING POST POST POST m—
SPACING 3 (IN.) (SPAN) A •) TYPE (SPAN) (IN.) TYPE SPAN ON') TYPE (IN.) (IN.) FOR DBL. OR3"xe' (IN.) FOR DBL. FOR 3'x8" (IN.) 3 <�
ONSLAB t, a (SPAN) TYPE ( ) (SPAN) TYPE (SPAN) TYPE 2"x6.5"x0.032" TYPE 2'x6.5x0.037 BEAM TEE
13'-7° 5' 25'-8" 26 E 25'f
37 J 30'-7" 28 E 30'-2" 39 K 33'-9' 28 E 33'-2" 35 K 12'-9" 13'-1 B 20 12'-8" 13'0' 31 H
24'-2" 29 39 K 29'-6" 30 27'-9" 41 32'6" 31 37'-1" 37 10'6" 10'- 22 10'-3' 10'-7" 32 I 5
O 11�" 6, 23' 22'-2" 229 E 338 J 28 27.1, 231 E 28'-25 4" 340 {� 31'-30'-7" 233 E 31 29 2" 337 K 11'89 T 12-09'-10" B 213 11'- 9'-0" 11 19'$" 331 H 6' w'M.
ch r os
r 9'-W 7, 21'-20'$' 230 21'-19'-2" 337 •�66, 26'-25 t" 232 E Z6' 23'-6" 339 J K 30'-29-0' 334 E 29' 2T-3' 336 J K 10,_98 10^11'-19-2 B 223 9'-9" 11 19'-0" 336 H 7' w P
1 - - 8'$" 8' 20'-4" 28 E 19'-1 " 35 J 24'-1 30 E 4.4. 37 J 28'-1 31 E 28'-3" 35 J 10'-2' 10'-4' B 22 10'-1' `' 0'-4" 30 G
19'-2" t 18'-0" 36 23'-6' 33 22'-0" 38 K 27'-3' 35 25l-W 35 K 8'-4" W 7- 24 8'-T, -4' 30 H 8
J 7,7" 9, 19'-2" 28 E 18'-9" 34 J 23'$" 30 E 23'-0" 36 J 2T-3° 3 E 26'$" 36 J 9'-7" 9'-9. B 23 9'-T 9'-8" 29 _ 9, o
J 18'- 31 1T-0" 36 22'-2" 34 20'-9" 38 25'$" 35 24'-1' 35 T-10" 8'-1" 24 7'-9" T-10" 3, H a
C 6'-9" 10' 18'-7'2" 232 E 1T-9 6.1, 335 J 22 21'_1, 3134 E 21'99$" 337 J 25'-24-4" 336 E 25'22 10 36-4 36 9 17 6^ 9 2"7'-B' C B 225 9 1 7 4" 8 9 7,_2. 231JH
10' o
r 6,_2" 11' 1T�6`-1 233 E 1T-05 4" 335 J 21'20 1" 335 E 20'98 9" 337 •� Z4' 23'3" 337 E 24'-21 9" 336 •� 8 87,_2. 6 4"7'4" �' 225 B 87'-0" 8 6'-T 332 5$. 12' 16'$3 9" 303 E 16'-314$" 335 J 20' 19'-3" 335 E 19'-118'-0" 336 J 23' 22'-3" 337 E 23 20'-10" 337 J B 4 6'-10" 7 8 6'-10" C 225B36'-9" 7 46'-0" 33312' up
,1 IRALUMMAPMO 01 9 5141 2-1 3MAPMO PATIO COVER 11-15131_iem"er.dwg,11/Y7W 311:06:4B PM,11 x 17
ATTACHED & FREESTANDING SOLID COVERS- 10#LIVE LOAD- 110,120,130 MPH-EXP. B&C
3"x8"x4042" BEAM 3"x8"x0.042"BEAM DBL. Wx8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
BL. 3"x8"x0.042"B �1 W/ 14 GA. STL. INSERT W/12 GA. STL. INSERT �� W/DBL. 14 GA. STL. INSERT 0 ALUM.ALLOY 3004-H3 OR EQUALUMAXPOST,
ASTM GRADE 50 rvl ASTM GRADE 50 N ��W/DBL. 12 GA. STL. INSERT w
ALUM.ALLOY 3004-H3 OR EQUAL ALUM.ALLOY 3004-H3 OR EQUAL w
m ATTACHED SOLID FREESTANDING SOCHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID � n
OL. j ~O MAX. POST FTG MIN, MAXPOST FTG MT. FTG MIN. MAX.POST MIN. MAX-POST MIN. MAXPOSTCING m 3 SPACING POST SPACING P F POST TG ING F-TG MIN. MAXPOST FTG MIN. MAXPOST FTG MIN. MAX.POST MIN. wSLAB• (SPAN) (IN') TYPE (SPAN) PN') T N') TYPE (SPAN) (IN') TYPE S(SPAN) ON') TYPE (SPAN) (IN.) TYPE (SPAN) (IN') TPOSTYPE POST SPACING POST SPACING (SPAN) (N) 'PfYOPE SPACING (,NG' POST M ACING FTG. POST 19•3' 21 (SPAN) TYP (SPAN) (IN.) TYPE313'-7" 5' 19'-3" 31 H2 18'4" 31 H 23 C 17'8" 33 " 2 C+ 17'-8" 33 J 2p 1" 2t C 20'-1" 32 I 25'-1 23 25'-1 " 34 J 28' 24 28• " 35N20 " 24 19'-4" 33 J 5'-10" 26 E 4'-10 36 28'-0" 2T-3" 37 `� 5' � o
11' 4" 6, 17'-6'-6" 224 C+ 17'16 1" 332 H6_g" 224 C. 16'-96 Y 332 H 18' 18'4" 25 C t8'-4°7 8" 31 H J 23 23'8" 227 E 23' 22'-9" 335 J 25,_1 " 25 25'-1 " 34 w s
r 10" 27 E 4'-10' 36 J!� 16'-3' 22 16'-3" 30 15'-7" 22 15'-T 30 1" 22 17'-1" 31 H 22'-0" 24 22'-0" 33 0" 25 4'-0" 34 o 0
9'_8" �� 15'-3" 24 C+ 15'-0" 31 H 15'-7" 24, C.. 15'-0" 31 H 17'-1" 25 E
16'jl" 32 I 22•-0" 27 E 21'-1" 34 J 24'-0' 28 E 23'-1" 35 `� 7' d 0
8'-6" 8' 15'-14'l 225 E 15'-14,-0" 331 H 14'-1'4 7" 22 E 14'-11 t" 31 1Fi 16 " 23 E 16'-0" 31 I 20'-7" 25 20'-7" 34 22'6" 26 22'6" 34 °L
J 0" Zfi 15'4" 3t 20'-7" 28 E 19'-9" `� 22'6" 29 E 21'-T 34 J 8' w 7'-7" g' 14'�' 23 14'4" 32 1 13'-9" 13'-9" 31 15'-1" 23 15'-1" 3 19'4" 25 19'4" 21'-2" 26 21'-2" 35
,J 13'-7" 25 E 13'-2" 31 H 13'-9" 6 E 13'-3" 31_ H 15'- " 26 E 14'-6" 32 19'-4" 29 E 18'-j 34 J 21'-2' 29 E 20'-4" 35 J 9 $
CD 6'-9" 10, 13'2 10" 226 E 13'-17-7" 331 I H 13 t3• 22fi E 13'-12'-7" 331 I H t4-14 3" z27 E 14'-313'-9" 332 18' t8'-0" 229 18,17'-8" 334 J 20'-1" 27 E 20'-1" 35
E 20'-1" 30 19'4" 35 J 10'
T' 6'-2" 11, 13'-12-0" 226 E 13'-12'0" 332 J 1 12'-612 6" 226 E 12'-12-0" 332 13'-813 8" 22 E 13•$3 1' 332 J 1T-1T-T 230 ^. 7 76'-10" 335 J 19'-2" 27 E 19'-2" 36 J 11' a
t 9'-2" 30 18'-6" 35 s 5'-8" 12, 12'6'1 9" 2� E 12'-6"1 6" 33 J j2'_p2-0" 227 E 12'-0" 32 J 1Xl 25 13'-1" 33 16'-9" 27 16'-9" 35 18'11" 28 18'4" 36 y 11'-6" 32 28 E 12'-T 33 J 16'-9" .30 E 16'-2" 35 J 18'-4" 31 E 17'-8" 36 J 12' o R
y �
o�
z
OLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID REESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID 1 N
MAX.COL. o_ MAJ(.POST MIN. MAXPOST MIN. MAX.POST
SPACING 3 FTGPOST FTG MIN. SPACING
A LNG FTG FTG MIN. MAX.POSTFIG MIN. AX.POST FTG. FTG MIN. MAXPOST FTG M�MAXPOST FTG MIN. MAX.POST MIN. o
ON SLAB• (SPAN) (IN.) TYPE S(SPCAN) (IN) TYPE (SPOAN) (IN) TYPE (SPAN) (IN) POST TYPE (SP POST SPACINGCANG (N TYPE S(SPAIN) (IN) 7YOpE SS AN G (IN.) E SPACING (IN) PE SPACING �� POST(SPAN) T (IN.) (SPAN) ON. 7ypE �
�^ 13'-7" 5' t9'-16-6" 224 C B 19'-3.16 1" 33 J 16' 1T-4" 224 �+` 18' 1T-0" 334 1 20'-119'-0" 225 Ci 20'-1", 33 J 25'-1 24 E 25'-1 36 28' 25 28'-4" 37 J
1T-7" 23 - 18' 35 24'-4" 27 3_%10 37 J 26'-8" 28 E 26'- " 38 K 5'
O 11'-4" 6' 1 T-7" 32 1 16'-9" 22 t 6'-9" 32 1 18'-4" 23 18'-4" 33 23'-0" 25 b z^
N l5'-1" 25 C+ 14'-8" 33 J 5'-10" 25 C 15'-6" 33 J 17'-4" 26 C J 23'-8" 35 5'-1 26 25'-1 36 o o z
16'.3" 23 16'-3" 32 15'-7" 23 17'-0" 34 22'-3" 28 E 21•-9" 36 J 24'-4" 29 E 23'-9" 37 J 6' o z o z 9'-8" 7' C 15'-T 3t H 22'-0" 26 E
26
14'-0" 25 13'-8" 32 14'-8" 26 C+ 14'-4" 33 J R14'_3"
226 E 17'-1" 32 I 22'-0" 34 24'-0" 35 a w<
15'-3' 24 E 15'-3" 31 H 14'-7" 23 14'-7" 31 H 24 16'-0 5$" 313I-.. J 20'-T 20'8" 26g E 20'-T 20%2" 346 J 22' 27g E 22'- 1^ 347 J 7, a LL
8'-6" 8 13'-1" 26 C 12'-9" 32 I 13'-9" 26 E 13'-6" 32 I 27 E
J 14'8" 33 J 19'4" 29 E t8'-10 35 J 30 E 21'8" 36 J 8
7_7" 9. 14' 124" 226 E 14 12-1" 331 I H 13 93'-0" 227 E 13'92 8" 332 H 1 227 E t5 73,_10" 332 19�8 3" 230 E 19'4"T-10 335 J 231 E 2t'219'-8" 335 J 9.
J
C6'-9" 10' 13'-81'-6" 227 E 13'-8"1 6" 331 I H 13'-12'-4" 227 E 13'-112'-t" 331 I H 228 E 14'-3" 32 I 18'-0" 27 18'�1" 35 28 20'-1" 35 J 10' E
13'-2" 32 1T�" 30 E 1T-0" 34 J 31 E 18'-6" 35 m E r 6'-2" 11, 13'-11'-2" 227 E 13'-1"1 p" 331 J H 12'-8"1 9" 228 E 12'-6"1-$" 331 I H 13' •_�p^ Z2g E 13'-812'-7" 332 ,f 17'-16-7 231 E tT-1fi•2" 3 J 19'- 18'-1" 232 E 19'-17,-0. 335 J t2•-6" 25
�j'_g^ 12. E 12'-0" 33 J 12'-0' 25 12'-0" 32 J 1 ti 26 o n
10'-8" 27 10'-6" 31 H E i> 13'-1" 33 16'-9" 28 16'-9" 35 18'-4" 29 m 11'-3" E J 18'4" 36
12'-1" 29 12`-1" 32 J 5'-10" 34 E 15•-6" 35 E
1 T-0" 32 1 T-0' 36 J 12' w N�
mjaQ
mONQ
ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID >
MAX.COL. j a M�N)SG ). MAXPOST MIN. MAXPOST O z r
m_ — FTG. POST FTG POST SPAMIN. MAX.PO$�ayy FrG MIN. MAX-POST FTG, MIN. MAXPOST FTG MIN. MAX.POST FTG MIN. MAXPOST FTG. MIN. MAX.POST FTG MIN. €
/2/� ON SCLAB it 3 S S(SPAN) (IN") TYPE (SPANG (IN') TYPE (S '�) (IN.) POSTTOPE S(SPANG (IN,) ,PnO,ST SPACING (,NG. OIST 9P C NGT IN,) POST SPACING IN.) POST SPACING POST SPACING POST m� 0 4¢a e�y (SPAN) TYPE (SPAN) ( TYPE (SPAN) ( TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE a' a
C 13'-7" 5' 18'-4" 23 C 18'-3' 34 18'-4" 23 C -0" 34 20'-1" 24 19'-8" 35 25'-1 26 25'-3" 37 J 28'-4" 26 27'-8" 38
G 15'-1" 24 B 14'-9" 35 J 16'-0" 25 15'-7" 35 J 1T-4" 26 C 1T-1" 36 J 22'�" 28 E 1'-10, . 38 K 24'-0" 28 E 24'-0" 39 J 5'
13
M 11'-4" 6' 1613'-10" 225 C. 16'-93-0" 333 J 16'- 7" 22 , 16'-64 3" 334 J 18'-4" 24 18'-0" 34 23'-8" 26 23'-1" 36 5'-1 27 25'-3" 37 a
5'-10" 26 C 15'-7" 35 J 20'-6" 29 E 20'-1" 37 J 22'�" 30 E 1'-10" 38 J 6' z e
T 9'-6" 7' 15'-7" 24 15'-6" 33 15'-T 15'-3" 33 1T-1" 25 16'-8" 33 12'-9" 26 C 12'-7" 33 J 13'-6; 26 C+ 22'-0" 27 21'-6" 36 24'-0' 28 23'-6" 37 o
1 14._7.
13'-2" 34 J 14'-9" 27 C 14'-6" 34 J 19'-0" 29 E 18'-7" 37 :� 20'-9" 30 E 20'-3" 38 J 7' :
8'-6" 8' 25 E 14'-T 25 E 16'-0" 25 15'-T 33 2p'_1" 35 3�<>
12'-0 26 C 14 jq•_g^ 333 I J 1 27 C 14 12'4• 333 I J 13'-10" 28 E J 20-T 28 22'-6" 29 22'-0" 36
13'-6" 34 17'-9" 30 E T-4 36 G 19'$" 31 E 19'-0" 37 J $'J 7'-7" g' 13'-9" 25 13'8' 32 13'-9 25 13'6" 32 I 15'-1" 26 14'8" 32 I 19'4" 28 19'-0" 35 21'-2" 29 20'8" 35
J ill 27 E 11'-1" 32 12'-0" 27 E 11'-S" 33 J t3'-1" 28 E 12'-9" 33 J 16'-9" 31 E 6'4" 36 J E J 9'
" 13'-1" 26 13'-0" 32 13'-1" 26 12'-9" 31 18•_4 32 18•_p^ 3g
C 6'-9 10 10'-9" 27 E 10W" 32 11'4" 28 E 11'-1" 32 14'-3" 26 14'-0" 32 I 18'-4" 29 18'-0" 34 20'-1" 30 19'-8" 35 LL
12'-2" 29 E 12'-1" 33 J 16'-0" 31 E 15'-7" 35 J 7'a" 32 E 1T-1" 36 J 10' o m-
r 6'-2" 11' 12'-0" 26 12'6" 32 12'-6" 2fi 12'-2" 32 13-8 1'-1" 229 E 13'411'-7" 332 J 17'-15'-2" 232 E 17'- 4'-10" 335 J 19'-21 7" 333 E 18'-916'3. 335
10'-3" 28 E 10'-9" 32 0'-10" 28 E 10'-7" 32
12'-0" 27 11'-1 32 I 12'-0" 27 13'-1" 27 12'-9" 33 16'-9" 30 16'-6" 35 J 18'-0" 31 E 18'-0" 36
s-s" 12' E E 1 r s" 32 I m
9'-10" 28 9'8" 33 J 10'-2" 29 10'-2" 33 J 10'-2" 29 E 11'-1" 33 J 14'-T 32 E 14'3" 34 .� 12'
1sersWelN)aumenfsYDURALUMUAPM00795W- - X. 15'-10" 33 15'-7" 35
NG SOLID COVERS
BEAM TYPES 10, 20, 25, 30, 40 & 50 # L.L. G#LIVE LOADR110,120.130 MPH - EXP. B & C
A 6.5" ROLLFORM z
ost• euTrE6 ALUM.ALLOY w
1 79' Exr QIP 6063-T6 z
u ? ^o
ATTACHED SOLID FREESTANDING SOLID
sPucE �-I 1.00" a x a x 0 J
Sxim owumm I MAX.COL. D o PTG. FTG. _
N1AX.POST MIN. MAX.POST MIN.
SPLICEa0l
6.S 2.57' CCCuas ON SWKERESPACCING K� S(SPCAN) (IN') TYPE SPACING
AN) (IN.) TTYPE �
LAB
MERE0.73" 4 6' 0.14"R _ -
ocm5" "\ _ 0,070'TYP. 0.065' 3.0• 13'-7" 5' B (� 5' -
9'-9" 19 9'-6 28 i i z
TYP. .o3e• z. 4' TMP' 0.za• 0.�• g'_1p^ 17 8-10" 28 wo <TYP. O r11'4" 6' g 10" 19 B 8'-8" 28 G 6' aa T L___ __� _ " 188-3" 9 7'293•. 3.0' 4.00' .0'� 1 9'-8" 7' 6'-3^ 20 B B'-1" 29 O 5 z
T.9" 18 T-9" 29 8' p
MAG BEAM 6.5" ROLLFORM �1 4" I-BEAM __ �r,1 4.5" MAG GUTTER �1 3" SQ. STEEL BEAM 8-6" $` 7'-9" 20 B T-7" 29 G
A ALUM.ALLOY B ALUM.ALLOY �' ALUM.ALLOY v ALUM.ALLOY C ASTM A653 J 7'_3" 1 S /•. T-3" 30 (', 9'
6063-T6 6063-T6 6063-T6 6063-T6 GRADE 40 J T'7" 9, 7•_3" 21 �/ T-2" 30 `-'
$ 6'-9" 10' 7_p. 19 C 7 0^ 30 H 10'
21 6'-9" 30
0.3]5• 6'-8" 19 6'-8" 30 11• xa
N 6'-2" 11' 6'-8" 21 C 6'-6" 31
SPLICE TEA, /�
w'"ESE a Lor 5'-8" 12' li H 12'
o�"as 6'-4" 19 6'-4" 31 a o
Ts 6'-4' 22 6'_2" 31
6.666• 7.0' g0 a
0.m. 8.0" 8.0' w
TyP 6.5" >3
0 rP TMP a x ATTACHED SOLID FREESTANMIGID _ a
MAX.COL. So MAX.POST f7G. MIN. MAX.POSTDO
0.375 = SPACING m 3 SPACING (IN) POST SPACING//�� ON SLAB• ,. (SPAN) TYPE (SPAN)3.0• C 13'-7" 5r9 9" 17 B 9 9" 5'�-4-2.0'--I - _�. 3.0" G 9'-7" 20 9'-2" y w
3.0" 3.0' 3.0'
Mnx. 8'-10" l g 28 w o o
O 11'�l" 6' G 6' o
7" I-BEAM DBL. 2"x6.5"x0.032" 3"x8"x0.042"BEAM DBL. 3"x8"x0.042" BEAM N 8'-9" 21 B g'-4" 28 w
F ALUM.ALLOY I ALUM.ALLOY 3004-H36 J K `"E
6063-Tfi OR EQUAL ALUM.ALLOY 3004-H36. ALUM.ALLOY 3004-H36 r 9r_8•� 7r B'-3" 19 B e'-3" 29 G �, o Q p m
OR EQUAL OR EQUAL g'-2" 21 T-9" 28 y
W/(1)'C" INSERT 1 T-9" 19 B T-9' 29
ALUM.ALLOY 8' 6" 8' T-8" 22 C T-4" 29 G 8'
6063-T6 J T-3" 19 7'-3" 30
H W!(2)"C" INSERTS zs J 7'-7r 9' T-3" 22 C 6'-10" 29 G 9 E
ALUM.ALLOY
7'-0" 20 7'-0" 30 H 10, r E
6063-T6 6-9 10' 6'-10" 22 C 6'-7" 30 G m m
T=�o6 14
Gw g•_g^ 20 6'-8" 31 c� ,ae
ucw G6ME50 N 6'-2" 11' 6'-7" 23 C 6'-3" 30 H 11' o 6 e
za7s c oEw a.0• 6'-4" 20 6'-4" 31 a i w
.oar 5'-8" 12'. 6'-3" 23 C 6'-1" 31 H 12' w F r
TYP. y.a e
wo.,
cc CC
0.625' i Li x ATTACHED SOLID FREESTANDING SOLID ¢x o i
+ MAXF-~ MAX.POST MIN. MAX.POST MIN. j0 O o
3.0' SPACING m SPACING �G' POST SPACING �G. POST m ti
2.875' 3.0' MAX 3.0' 2 ON SLAB• 3 (SPAN) (IN-) TYPE (SPAN).. (IN') TYPE
3"x8"xO.042" BEAM DBL. 3"x8"xO.042"BEAM g•_g• 1g g_7^ 29 G
W/ 14 GA. STL. INSERT W/DBL. 14 GA. STL. INSERT w
13'-7" 5' g•�. 21 B 8'-10" 30 H 5 rc
I- ASTM GRADE 50 N ALUM.ALLOY 3004-1136 ct
OR EQUAL O 1 T-4" 6' 8 10" 19 8 9" 28 G 6 z o
M 8'-7" 22 B B'2" 30 r i y
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM r 8'-3" 20 8' 2" 29 m z
W/ 12 GA. STL INSERT W/DBL. 12 GA. STL INSERT 9' 8" T B G 7 ='w
M ASTM GRADE 50 O ALUM.ALLOY 3004-H36 1 7'_9" 20 B 7'-g" 29 qa a
OR EQUAL 8'-6" 8' T-6" 23 C T-1" 29 G 8� Ho.
u,
7' 7" 9' 7'-3" 20 7 30 G 9'
_I 7'-1" 23 C' 6'-8" 30 H
NOTE:FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE" 7'_p" 21 6'-10" 30 a O
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. 6'-9" 1 O' 6'_g" 23 C 8'-4" 31 H 10' .r.
FIGURE INDICATES
WHERE SLAB OCCURS,CUBED FOOTING SIZE x THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL EXPOSURE B i 6'-8" 21 6'-7" 30 H 11 r = w
MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN FIGURE INDICATES N 6'-2" 11 6•�" 24 C 6'-1" 32 1
x
SEE ALTERNATE FOOTING TABLES THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN EXPOSURE C 6•.-4^ 22 C 6'-3" 31 H N
SHT.10 FOR ATTACHED COVERS fOR THE SELECTED BPAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. 5'-8" 1 Z' 6'-2" 24 E 5'-10" 33 J 12'
11M\IAPMO 01959-12-13\IAPMO PATIO COVER 11-15-131_rea w.dw8,11/27201311:14:39 PM,11 x 17