PMT16-02145 City of Menifee Permit No.: PMT16-02145
29714 HAUN RD.
'ACCELA� MENIFEE, CA 92586 Type: Residential Addition
MENIFEE Date Issued:
07/08/2016
PERMIT
Site Address: 29210 CASTLEWOOD DR, MENIFEE, CA Parcel Number: 340-562-003
92584 Construction Cost: $3,700.00
Existing Use: 1 &2 Family Residence Proposed Use:
Description of INSTALL 420 SO FT SOLID ALUMAWOOD PATIO COVER W/ELECTRICAL 2 FANS
Work:
Owner Contractor
JAMES LABASTIDA GUTTERS N COVERS CONSTRUCTION INC
29210 CASTLEWOOD DR 19069 VAN BUERN BOULEVARD#114
MENIFEE, CA 92584 RIVERSIDE, CA 92508
Applicant Phone: 9516728022
REBECCA HALL License Number:945962
GUTTERS N COVERS CONSTRUCTION INC
19069 VAN BUERN BOULEVARD#114
RIVERSIDE, CA 92508
Fee Description Oft Amount(SI
Receptacle,Switch, Outlet&Fixture 2 121.00
Building Permit Issuance 1 27.00
Deck/Patio, non-standard 1 133.00
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 1.00
General Plan Maintenance Fee-Building 1 6.65
General Plan Maintenance Fee-Electrical 1 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_Perrnit_Template.rpt Page 1 of 1
City Of Menifee
LICENSED DECLARATION ❑ ]am exempt from licensure under the Contractors'State License Law fort
hereby affirm under penally or perjury that I am licensed under provisions of fallowing reason:
Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that,except for my personal residence i
Professions Cade an�;Zr y license is in full force and effect. which I must have resided for at least one year prior to completion i
License Class�Lic Improvements covered by this permit, I cannot legally sell a structure that I hav
`L Expires Z.o e o. �y Ila Signature built as an owner-building if it has not been constructed In its entirety by license
contractors. I understand that a copy of the applicable law, Section 7044 of th
WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application i
submitted or at the following Web site:
will❑ I hereby under penalty of perjury one the following declarations: tt • ale i fo ov/calaw. tm1.
I have and will maintain a certificate of consentt of self-insure for workers' ._
compensation,issued by the Director of Industrial Relations as provided for by Doty
Section 3700 of the Labor Code, for the performance of work for which this
permit Is issued. Property Owner or Authorized Agent
Policy N ❑ By my Signature below, I certify to each of the following: I am the proped
)/�I have and will maintain workers' compensation insurance, as required by owner or authorized to act on the property owner's behalf. I have read thi
section 3700 of the Labor Code, for the performance of the work for which this application and the information I have provided is cored. I agree to comp)
permit is issued.My workers'compensation insurance carrier and policy number are: with all applicable city and county ordinances and state laws relating to buildin
construction.I authilirize representatives of this city or county to enter the above
Carrier See u.r L q 44 644-- identifie he-inspection purposes.
Policy# 5LAV (OSrLnor t2_Expires 7IZ3II!o Date 2- 2F,-1b
Property erorAuthorized Agent G(This section need not be completed if the permit is for City Business License# ���
one-hundred dollars($100)or less) ty ✓
❑ I certify that in the performance of the work for which this permit is issued,I HAZARDOUS MATERIAL DECLARATION
shall not emolov any persons in any manner so as to become subject to the Will the applicant or future building occupant handle hazardous material or a
workers'compensation laws of California, and agree that if I should become mixture containing a hazardous material equal to or greater that the
subject to the workers'compensation provisions of Section 3700 of the Labor amounts specified on the Hazardous Materials Information Guide?
Code,I shall f lh 'th koTmply with those provisions. ❑yES..1 N0
Applicant; Date; Z -' Un Will the Intended use of the building by the applicant or future building
occupant require a permit for the construction or modification from South
WARNING: FAILURE TO SECURE WORKERS' Coast Air Quality Management District(SCAQMD)?See permitting checklist
COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for guideli as
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND ❑YESrNO
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS
($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed building or modified facility be within 1000 feet of the outer
DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of a school?
LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑YESr)!�NO
CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD
1 hereby affirm that under the penalty of perjury there is a construction lending permitting checklist.I understand my requirements under the State of
agency for the performance of the work which this permit is issued (Section California Health&Safety Code,Section 25505 and 25534 concerning
3097 Civil Code) hazardous material reporting.
.F
OWNER BUILDER DECLARATIONS �S
I hereby affirm under penalty of perjury that I am exempt from the Cont—W,. � , 1 Date 2-29-l6
License Law far the reason(s)indicated below by the checkmark(s)I have placed PROPERT NER OR AUTHORIZED AGENT
next to the applicable item(s)(Section 7031.5.Business and Professions Code:
Any city or county that requires a permit to construct, alter, improve,demolish, EPA RENOVATION,REPAIR AND PAINTING(RRP)
or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
provisions of the Contractor's State License Law(Chapter 9(commencing with receiving compensation for most work that disturbs paint in a pre-1978
Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firms and comply with
she is exempt from licensure and the basis for the alleged exemption. Any required practices.This includes rental property owners and property
violation of Section 7031.5 by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their
a civil penalty of not more than($500).) employees.For more information about EPA's Renovation Program visit:
www.epa.govllead or contact the National Lead Information Center at
❑ I, as owner of the property, or my employees with wages as their sole 1-800-424-LEAD(5323).
compensation,will do( )all of or( )porting of the work,and the structure is
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 ❑An EPA Lead-Safe Certified Renovator will be responsible for this project
who, through employees' or personal effort, builds or improves the property,
provided that the improvements are not intended or offered for sale.If,however, Certified Finn Name:
the building or improvement is sold within one year of completion,the Owner-
Builder will have the burden of proving that it was not built or improved for the Firm Certification No:
purpose of sale).
❑ 1, as owner of the property an exclusively contracting with licensed ❑No EPA Lead-Safe Certified Firm is required for this project because:
contractors to construct the project(Section 7044, Business and Professions
Code:The Contractor's License Law does not apply to an owner of a property
'�who builds or improves thereon, and who contracts for the projects with a
.Menefee
DATE 07/08/2016 PERMIT/PLAN CHECK NUMBER 1� O ca
TYPE: []COMMERCIAL ❑✓ RESIDENTIAL []MULTI-FAMILY ❑MOBILEHOME POOL/SPA []SIGN
SUBTYPE: []ADDITION ❑ALTERATION ❑DEMOLITION ❑ELECTRICAL []MECHANICAL
❑NEW [-]PLUMBING FIRE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK ALUMINUM PATIO COVER,SOLID,420 SQ.FT.W/2 CEILING FANS
PROJECT ADDRESS 29210 CASTLE WOOD DR. MENIIF�EE,CA 92584 2 z
ASSESSOR'S PARCEL NUMBER �40-05Lpf l-WtLOT � TRACT ;5_T>
PROPERTY OWNER'S NAME JAMES LABASTIDA
ADDRESS 29210 CASTLE WOOD DR.MENIFEE,CA 92584
PHONE (619)300-9041 EMAIL
APPLICANT NAME REBECCA HALL
ADDRESS 19069 VAN BUREN BLVD#114-247,RIVERSIDE,CA 92508
PHONE (951)672-8022 EMAIL
CONTRACTOR'S NAME GUTTERS N COVERS OWNER BUILDER? ❑YES❑✓NO
BUSINESS NAME
ADDRESS 19069 VAN BUREN BLVD#114-247, RIVERSIDE,CA 92508
PHONE (951)672-8022 EMAIL
CONTRACTOR'S STATE UC NUMBER 945962 LICENSE CLASSIFICATION B
VALUATION$ $3,700.00 SO FT 420 L SQ FT
APPLICANT'S SIGNATURE DATE
DEPARTMENT DISTRIBUTION I w W CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN SMIP
INVOICE I v/,' PAID AMOUNT
AMOUNT l� G CASH G CHECKq C CREDIT CARD VISA/MC
PLAN CHECK FEES PAID AMOUNT CASH +CHECK# OCREDIT CARD VISA/MC
OWNER BUILDER VERIFIED OYES NO DLNUMBER NOTARIZED LETTER C YES 0 NO
City of 7v7enifee Building&Safety Department 29714 Haun Rd. Menefee,CA 92586 951-6 72-677 7
www.cityafinenifee.us Inspection Request Line 951-246-6213
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PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. CKJI CD
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WIND SPEED CONVERSION TABLE: W QD M
GENERAL NOTES: DESIGN REQUIREMENTS: � Q �
GOVERNING CODES- RESIDENTIAL APPLICATIONS-CRC AND IRC APPENDIX H,CBC AND IBC CHAPTER 16.CBC& CBC/IBC EQUIVALENT CRC/IRC U m
7.THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE S,
201220151NTERNATIONAL BUILDING AND RESIDENTIAL CODES,2013 CALIFORNIA BUILDING AND IBC ROOF
AND
WIND SPEED WIND SPEED t., rn
ROOF LIVE AND SNOW LOADS:10,20,25,30,40 8 50 psf.(SNOW LOADS AT GROUND �` O O X
RESIDENTIAL CODES,ASCE/SEI7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES LEVEL 25,30,40850 Psi
AND THE 2015 ALUMINUM DESIGN MANUAL-ADM.COLUMNS BEARING ON CONCRETE SLAB IS IN COMMERCIAL APPLICATIONS-CBC AND IBC CHAPTER 16. 110 MPH a5 MPH 11¢ W LL
ACCORDANCE WITH 2O1220151RC AND 2013 CRC SECTION AH+05.2 FOR 10 ps1 RESIDENTAL CONSTRUCTION ROOF LIVE AND SNOW LOADS:20,25,30,40&5D pd..(SNOW LOADS AT GROUND LEVEL 93 MPH
ANDAC1318-14 FOR 20.25 AND 3D psl RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 120 MPH V > C)
25,3D,40850 ps0 - Q Z
DRAWING NOTES: 13D MPH 101 MPH
2.ALL) SHAL PERTAINING CLED AEACH ND LEARLY IDENTIFIED.
OF ROOF PANEL,HEA0ER5PAN,COLUMN SIZE,'• ADDITIONAL DESIGN REQUIREMENTS: c) � r-
ETCHSSTALLA CIRCLED BEARA IDENTIFYING
IDENTIFIED. 1.TABULATEDSPANSFORSNOWLOADSHAVEBEENADJUSTEDFORROOFAPPLICATIONS. SEE CONVERSION METHOD,THIS PAGE, C� U) o
3. EACH NUFATURERDETION SHALL BEAR ANIENCLOABILITTAGINDICATING THE NAME ANDAODRESS OF THE 2. BASIC WIND SPEEDS:110,120,130 MPH,EXPOSURES 8 AND C. FOR APPLICATION AND USE. N :E
MANUFACTURER DESIGN LOADS AND E SHOWN
REPRESENT
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY:11,11.
NOT4. THE DRAWINGS AND SPECIFICATIONS SHOW OF CONSTRUCTION.
ON TRU TION.T E COSTRCTURE,UNLESS OTHERWISE
4. SEISMIC BASE SHEAR:17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
AND DID.ANDDONOORKA DSATE THE METHOD YRESP RESPONSIBLE
FOR
CONSTRUCTIOOR SN
MLSUPERVISE S. SEISMIC CLASS:D PARAMETERS: SITE DESIGN PARAMETERS:
ANCNIQUE .SE UENCESDSHALLBESOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS. SITE CUSS:O
TECHNIDUES,SEQUENCES AND PROCEDURES. SEISMIC DESIGN CATEGORY:D SITE ADDRESS:
5. THEAABLE TO THE AUTHORIZED
ORIZE REPRES AND SENTATIVES OF THE BUILDING
DI KEAND SAFEJOBSITE AND TMENT. LL BETHERE
MAPPED SPECTRAL RESPONSE COEFFICIENTS:S.=1.50,S,=D.6,Sm=1.0,SH=0.50 `l� '
SHALL BE O THE DEVIATION
FROM
S AND SPECIFICATIO SAFETY DEPARTMENT. THERE RESPONSE MODIFICATION FACTOR,R1.25 l`t,.( f
CHANGE OR DEVIATION FROM THEAPPROVED PLANS AND SPECIFICATIONS WITHOUTAN APPROVED S. DESIGITASSUMPTIONS: 9 -p�5) Y,
CHANGE ORDER. A BUILDING HEIGHT OF MAIN STRUCTURE(MEAN ROOF HEIGHT):20' 'V
B.ALL NEW
CONCRETEING EOOTINGSRS SHALL NOTL BE EAR ONFDM,NATURL,UNDITURBDSOILH ANY TYPE OF SOLID OR OR
MARTIFIE B.LEAST BUILDING WIDTH OF MAIN STRUCURE:30
3 7. ALL ATTACHED
COVERS
FOOTINGS SHALL BEAR EXSTING CONCRETE SLAB
THE SLAB
AT LEAFILL C.MINI MUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING:10,X 10'
B. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETESLAB PROVIOEDTHESIAB LSAT LEAST ✓\\ S5885
1/2INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9.AMAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FORATTACHED COVER COLUMNS BEARING ON A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: WIND SPEED&EXPOSURE:
EXISTING OR NEW CONRETE SLABS.
10.20 POUNDS PER SQUARE FOOT LL AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
CARPORTS. THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-U.,ED
11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH ISC AND CBC SECTION 1605.3.1. ROOF/SNOW LOAD: OF CA0
FOLLOWING
INFORMATION MINIMUM, EVALUATION REPORT: DING PERMIT MUST INCLUDE THE ��
FOLLOWING INFORMATION GENERAL
NOTES EVALUATION REPORT:
DESIGN CONSIDERATIONS,SLOP A.TITLE STRUCTURAL
O GENERAL NOTES. 0Ei-Z3-16
11.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:1I4INCH PER FOOL B.STRUCNRALCONFIGURATION(f.e..SOLID OR LATTICE ROOF,FREESTANDING OR ATTACHED).
12.MINIMUM COVER PROJECTION IS 10'. C.BASED ON THE REQUIRED DESIGN LOADS,SITE-SPECIFIC RAFTERAND/OR PANEL SPAN
< 13 MINIMUM
VE EXISTING OVERHANG. D.
ROOF OVERHANG IS SO SQUARE FEET,WHERE COVER IS ATTACHED TO THE D.TYPE OF HEADER,POST TYPE&QUANTITY,FOOTING SIZE(WHERE REQUIRED)BASED ON THE STRUCTURAL
14.COVERS ARE DESIGNATED'RIDGED BUILDINGS'AS DEFINED IN ASCEISEI 7. SITE-SPECIFIC DESIGN LOADS.
15.COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS,RIDGES AND ESCARPMENTS AS DEFINED IN E.APPROPRIATE STRUCTURAL DETAILS. ENGINEERING FIRM DUMLUM - `
ASCHSEI 7. F.OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING ENGINEERING V 1B.THE FREESTANDING MID ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS*OPEN STRUCTURES,'IN JURISDICTION.
ACCORDANCE WITH ASCErSE17.
17.THE RATIO(HIP).COVER MEAN ROOF HEIGHT(H.Fr.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,Fr), SHEET INDEX
SHALL NOT EXCEED ONE(1).
18.THE RATIO(UP),COVER LENGTH(L.FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH P, STRUCTURAL ENGINEERING
BELESSTHANDNE(1). ( FT).SHALL NOT SHEET# SHEET TITLE/DESCRIPTION i�APROVAL
26030 ACERO SURE 2DO PHONE IN?)305-1150 City of M Oept. LOA
MISSIONAUO,CA92691 FAX (949)305.1420 & Sa
MnrERwLSPECIFIcanoxs: � T-D..................TITLE SHEET, DESIGN LOADS,GENERAL NOTES 5uildin9
5 79.SEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. SH-1.............SOLID PANEL STRUCTURES OFAEC RDEENGINEER OIU 20.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN,PROVIDED THEY AR�r1E,,�RAEGSE NIFEE SH-2............OPEN LATTICE STRUCTURES ORUCTUR D: OUSTINK¢OSFPINK SE SNIS JUL O
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMA �y.,Cq�9 t SH-3.............PANEL SPANS TRI-V,W-PANEL PAN 901MOFCoxiACF. ANIHONTiRAN
21.CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUND�SQUAR IN
22.DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT.DESIGN LA B fiQt,�r� [ CI] ) ENERS t
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS �fAMD SAsUTI r� PANS FOR OPEN LATTICE COMMERCIAL&PATIOS Recellied I{
TABLE 1806.2 AND SECTION 1805.3.4.
23.EMBEDDED STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED.AND CONFORM TO A LG�4QGBAPPROVAL SH-7............HEADER BEAM TYPES,COLUMN/POST TYPES
ROLL-FORMED STEEL MEMBERS SHALL CONFORM TO A553 SS GRADE 50 G60. ( N SH-8..........*'EXISTINGEAV O NECTIONDETAILS
24.EASTERNERS:DcuTLATED BOLTS SHALL ERS.WOODAN:STEEL LAGSCRES ARE HALL BE
AO B ALL BOLTS SHALL -9............HANGER CHA MOUNTING BRACKETS €HAVE STANDARD-CUT PLATED WASHERS.W00E AND LAG SCREWS AFRE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIncATION. ..........COLUMN CUNT AND FOOTING EMBEDMENT DETAILS
5 25.THE POST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE .....LATERAL FO G SYSTEM/MIN. NUMBER OF REQ.COLUMNS
26.ALL 976 OR PPROVWS ESELFDRIWNG(SDS)OR SHEET METAL SCREWS ISMS)IN CONFORMAry$�tATFOVI EE® BY .. CE TUBE TO RAFTER CONNECTION DETAILS RENSIOx5 �r
197E TA ULATED MAMMUL
27.RESIDENTIAL
SPACING WHENSEARING ONACONCRETESLABISLIMITEDTOUSEWITH SH-13..........HOWTODETER IBUTARYWIDTH&FAN BEAM DETAILS 'w°' °"� ° "°' R
REs1ID AND L ATTACHED ALUMINUM
PATIO COVERS ONLY LASS A 20 PSF). SH-14..........BEAM TYPES FOR ATTACHED&FREESTANDING SOLID COVERS {28.SOLID AND LATTICEALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
EXCEPTION 2. SH-15-17... �q Iq $&TaTy4CHED&FREESTANDING BEAM SPANS, 10 PSF LL,110-130 MPH
WIND SPEED CONVERSION TABLE: *Approval of these plans Shall ng4-9@2r�ued�L�6wo5 ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.I., 110-130 MPH
p� val of,any violation of any hlvBihrys'sof•tW(NdM-4 *YTACHED&FREESTANDING BEAM SPANS,25 PSF S.L.110-130 MPH
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE�BC IBC, H-2�t-2 pa, �j{�Y Pl t§} ED&FREESTANDING BEAM SPANS,30 PSF S.L, 110-130 MPH 3
u ations and ordinances. Thig�gt 1r3T@�rSPetl� CO�/ERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S. 110-130 MPH 9 S E JOBS s+m+
FOR USE WITH THE CRC/IRC,DIVIDE THE REQUIRED CRC/IRC WINfR$ t,
SPEED BY 0.6 II SH-31-33.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L, 110-130 MPH DATE
EXAMPLE:CRC/IRC WIND SPEED IS 85 MPH.THE COVER CONSTR CTION o62J-ta ¢
Ch51te Until completion. SH
-34-36.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 10 PSF LL, 11D-130 MPH
SHALL BE BASED ON 85 MPH=110 MPH. SH-3738.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L, 110-13UMPH
Gw,wNer AT
0.6 SH-39.40.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L, 110-130 MPH CHECKED GM
SH-4142.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L, 110-130 MPH e
WHERE SNOW LOADS OCCUR,IT IS THE REPONSIBILITY OF THE SH-43-44.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L, 110-130 MPH ;
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
SH-45-46.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L;110-130 MPH SOLID PANEL
�
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SH-47..........INSULATED ROOF PANEL ATTACHMENT DETAILS STRUCTURES F SH-48-........SNOW DRIFT DESIGN t
e SLIDING,PER ASCE 7-10,SECTION 7.7 AND 7.8,IS REQUIRED.SEE SH-49..........SPAN REDUCTION FACTOR TABLES
SHEETS 49 FOR SPAN REDUCTION FACTORS. SH-50.........ADDITIONAL STATE LICENSURE STAMPS ¢
SH - 0 i=i
0OF5DSHEEIS !
A 8 c E F G H 1 J r^
iy
C cD I
SOLID PANEL STRUCTURES N co o
F ROOF W W CIDATTACHMENTOVERHANG ATTACHMENT OVERHANG, 1- Q ,I-
L
OR WOOD,OR SEE DETAIL A,B&C. OR WOOD,OR 5 U rn
ROOF PANEL SEE TABLES SEE DETAIL A,B&C. Ery(,iy OF CONCRETE ROOF PANEL SEE TABLES SHEET 8 LENGTy CONCRETE u)
SHEET FOR ROOF SHEETS ANDS STRU SHEET4 FOR ROOF ANDS OFSTRU
WALL SEE 0
o PANEL ATTACHMENT TO /'1ALC ryOiS CTOREV WALL SEE PANEL ATTACHMENT TO yAQ tv OiUF? SHEETS tlJ W LU
SU HANGER
NG RN&BEAM. - 17ifpROJf ECo�S T /f5 SHEETe SUPPORTING
GWALL
BEAM. MIN.0.25°SLOPE PER Ff. iyE pRO J68 /f5 ` Q Z t�
HANGER
O. SPAN 0. "W ^ o
z "O.H."NOT TO EXCEED 25% "O.H."NOT TO EXCEED 25% c) U) o
OF ROOF PANEL OF ROOF PANEL N - co
ALLOWABLE SPAN / ALLOWABLE SPAN rn
SEE DETAIL 11,SHEET 12✓ S SEE DETAIL 11,SHEET 12�
FOR MANDATORY SPLICE, /'O SPAN/ BEAM-SEE TABLES FOR MANDATORY SPLICE. PO SpAN/ BEAM-SEE TABLES
NO BEAM SPLICE AT TSp NO BEAM SPLICE AT STSp
EXTERIOR POSTS. SffT ACING = SEf Aa,, FOR POST SPACING =
ASL fS EXTERIOR POSTS. TASLf3 G �FESSIgy�(
SEE SHTS 1SFOR MUM MUM 025 ry iT0 POSTS,SIZE VARIES
3 NUMBER OF REQUIRED COLUMNS OFS CffO N SEE RE 11 FOR MINIMUM pF f�26% co
gLLOWASLfSp� NUMBER OF REQUIRED COLUMNS g11p 9 S5885
31/2"SLABATTACHMENT- 31/2"SLABATTACHMENTJ1}
o MAY BE USED NOTE:NO SPLICE AT EX [OR POSTS MAY BE USED
WHERE PERMITTED,
WHERE PERMITTED. GF CALIF
SEE TABLES SEE TABLES
NOTE:EACH COMPONENT IS INTER- NOTE:EACH COMPONENT IS INTER- 06-23-16
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER
SEE TABLES
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN.
<
TYPE "A"ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B"ATTACHED MULTISPAN W/ CANTILEVER OPTION DURALUM
IAPMO 0195
AHJ APPROVAL
s ROOF PANEL SEE TABLES
SHEET ATTACHM N PANEL
TTO LfryG OFSTRU ROOF PANEL SEE TABLES MIN.0.25'SLOPE LfryOTFl OAST
SUPPORTING BEAM. O.H. O�REV SHEET 4 FOR ROOF PANEL PER FT O.H RUCTURfV
fS ATTACHMENT TO gRIES
SUPPORTING BEAM, S
O.H SPAN O.H gp a
"O.H:"NOT TO EXCEED 25% "O.H."NOT TO EXCEED 25%
SP N
OF ROOF PANEL OF ROOF PANEL
ALLOWABLE SPAN
s ALLOWABLE SPAN
SEE DETAIL 11,SHEET 12 J� 1
FOR MANDATORY SPLICE SE4 4 SEE DETAIL 11.SHEET 12✓ B
REVISIONS
NO BEAM SPLICE AT POSTSPAN/ BEAM-SEE TABLES FOR MONEAAM SPLICE AT POSTSS,PAN/ BEAM-SEE TABLES F xuu aiE o[scPa�iox
EXTERIOR POSTS. SfETNG FOR POST SPACING = EXTERIOR POSTS. Sff igSLFSNG FOR POST SPACING s
POSTS,SIZE VARIES NETT POSTS,SIZE VARIES off IV III
O N TT v
B
3 1/2"SLAB At.(e 3 11T SLAB OF SAM
MAY BE USED OW'�LFSpw MAY BE USED �LOW��Bpy 4GTELJoe€ +s•lozi x
TO CONSTRAIN TO CONSTRAIN N z
T FOOTING,SEE FOOTING,SEE G4TE oFzals
TABLES TABLES
FOOTINGS DRAWN BY AT
FOOTINGS
SEE TABLES SEE TABLES OHEONEO GI4
NOTE:EACH COMPONENT IS INTER- NOTE:EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. SOLID PANEL c
. STRUCTURES
E TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION j
SH - 1
1 OFUSHEETS
A B C D E F G H I J
OPEN LATTICE STRUCTURES o
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RAFTER,BEE TABLES WALL LEDGER OR U
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7S O,,A,,LLOWABBLLE SHEET& RAFTER,SEETABLE ¢, SPAN Z Lo
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MANDATORY BEAM SPICE-SEE
DETAIL 11,SHEET 12
NO BEAM SPLICE AT
EXTERIOR POSTS
0 E S2 MANDATORY BEAM SPICE-SEE
LENGTH OF STRUCTURE VARIES r' M s DETAIL II,SHEET 12 SYY 60
POST WITH SIDE PLAT S NOBEAMSPUCEAT SOP zy h S 5885
q COLUMNS
B SEE SHT. 11 FOR MINIM H EXTERIOR POSTS �3 0
3 S/* A' F REOUl LENGTH OFSTRUCTUREVARIES G
PFTg
312-SLABATTACHMENT p0 `V POST WITH SI➢E L TES
MWSEUSEDERE ST S' SEE SHT, ll FOR MINIMUM
NOTE:EACH COMPONENT IS INTER- sFS Sp'4V� PERMITTED.
WH AFT pq N/ NUMBER DF REQUIRE➢ OF
CHANGEABLE WITH ANY OTHER FT�L SEETABLES qB�S G COLUMNS ��-
COMPONTENT UNLESS OTHERWISE SHOWN. SS FOOTING WHERE REQUIRED, NOTE:EACH COMPONENT IS INTER- SUM 312-SLABATiACHMENT
NOTETHIS OPEN LATTICE-TYPE STRUCTURE SEETABI-ES CHANGEABLE WITH ANY OTHER SF qNT MAY BE USED MERE
06-23-16
MAY NOT BE COVERED. ET /
COMPONTENT UNLESS OTHERWISE SHOWN PERMITTED.
e
t NOTE:THIS OPEN LATTICE-TYPE STRUCTURE S SEETABLES
MAY NOT BE COVERED. FOOTING WHERE REDUIRED,
SEETABLES DURALUM
TYPE "EII ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F"ATTACHED MULTISPAN LATTICE STRUCTURE IAPMO 0195
AHJAPPRDVAL
RAFTER.SEE TABLE
FOR SIZE
ANDSPACING
MAX O.R RAFTER,SEE TABLE
js 25%OF RAFTER O.H FOR SIZE
I
%Op'Ifgt ALLOWABLE ANDSPACING i
A�_ o SPAN MAX.O.H. O.H. 3y
25%OF RAFTER 'y
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s gOiryG
55
OG Nw was WiE REVISIONo[sc�iwx t
LENGTH OFSTRUCTURE VARIES H,
MANDATORY BEAM SPICE-SEE
DETAIL 11,SHEET 12
ND BEAM SPLICE AT ST CROSSSECTI lJ LENGTH OF STRUCRE VARIES r+
EXTERIOR POSTS p0 SEE POST DETAI IIIIIIfII FFT eGNO MANDATORYSPICE- E
POSTCRDSSSECTION, 451EL JOB: 161UT1
T S 312'SLAB SEE POST DETAIL, DATE B lfiNOTE:EACH COMPONENT IS -°
NO BEAM SPLICE AT
CHANGEABLE WITH ANY OTHER�R SPoSTSp FOOTINGS EN EXTERIOR- MAY BE USED POSTS SF Tqp qs 31W SLAB DRAWN BY AT
COMPONTENT UNLESS OTHERWISE SHOWN, eTgB gcry TABLES '�F MAY BE USED
YFS NOTE:EACH COMPONENT IS INTER- p0 TO CONSTRAIN CHECKED GM -
NOTE THIS OPEN LATTICETYPESTRUCTURE SF TSp FOOTING,SEE
MAY BE COVERED. CHANGEABLE WITH ANY OTHER FTgs �h TABLES
FOOTINGSEETABLES COMPONTENT UNLESS OTHERWISE SHOWN.
NOTE:THIS OPEN LATTICE-TYPE STRUCTURE FOOTING SEE TABLES OPEN LATTICE
— MAYNOTBECOVERED.
STRUCTURES €
B TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE i
3
SH - 2 i
�J 20F50SHEETS t
A 8 C D E F G o H I J
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 1 1 011 2 0/1 3 0 MPH EXP. B & C o
24"TRI-°V"PAN LLI m In
12"x 3112"W PANEL 6.1 e•x z)4'FLAT PAN �Fnn
J75' e0' .a0• zez sn• R=,117' .n• H9R R.S. b7• V, V
sr .n• s• 180• L CO
T=aM TABLE 4r '73 43 .47 (ALL UNMARKED RADII H6R) T` X
BELaV) Ul T_LSEE TAB .70• nV 0 ' Q
2. 64 L 6• L 25' b5• M 5' BELav) 2H2' 38• T= (SEE TABLE BELOW z 7" t W W W
.40' 43' > p
I a5' .75' b5• TYP. Q O Lo
Lo
40• F- _
•'w" AD 4r 192' L92' .75• .92' O t-
2 340• .50' .Sr SO' 3JM' 1. M.4. S• p Tn O
our 12H• 00•i600• N CS)ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-1-136 OR EQUAL \ �
24•TRI-W-PAN 12"x 31l7'W PANEL 8'X2ys•FLATPAN 7x 2W FLAT PAN ! CD
LVSL PANELT 11OMPHSPAN 120 MPH SPAN I IWMPHSPAN LUSL pANELT 110 MPN BPAN 120 MPH SPAN 19D MPH SPAN LLJSL pANEIT 110 MPH SPAN 120 MPH SPAN 13D MPH BPAN LVSL PANELT 11D MPH BPAN t20 MPH SPAN 730 MPH SPAN
(IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 ON.) EXP.B EXP.0 EXP.B EXP.0 EIIP.B EXP.0 (N.) EXP.B EXP.0 EXP.B EXP.0 FXP.B EXP.0 HNJ EXP.B I EXP.0 I EXP.B EXP.0 EXP.S EXP.0
.018 1a3" 10•-3- 10'3• 1a-3' ta$` 1a$' �D(t) 13•-9" 13'-9' 13'-9' 13'-9• 13'-9• 13'-9• ,020 12'$' 12'1i' tY-6' 12'W 12'-6' 12'-fi' -� 14'-7- 14'-7" 14'-7^ 14'-r 14'-7• 14'-7•
9'-D" 8'-r 8'-1' TS" 10'J" 9'-6" 9'-T @-0" 1a-9' \�K• iF
i2'3' 12'3" IZ ' 12'3" 12'-3^ 12'3" 15-3• IS-7 15'-3' 15$' 15$^ 15$' 13'-7` 13'-7' 13'-7' 13'-r 13'-7• 13'-7' 5'-ID" 5-10' 5-10' 5'-70• AD" W-10•
3 10 .024 10-0' 9 S 9 9' 72" 9'3• 8'r .024 13'-2• 12'-T 12'$' -01'-1 72'-(1" 11'-T .024 12'-1' 11'-4" 11'$" 1tl-9" 10'-10" 70'-T -�4 14'-Y 73'-0" 73'-0' 12'$" 1Y-9' 12'-1' ,�j S 5885
14'3' 74'3' 14'3" 14'-3" 14'3' 14'$' 70 �2 17'-7' 1T-7' 1T-r 17'-7" 1T-7" 17,r iD .�2 15'-7. 167' 'S•T 15'-r 15'-7° 157' 10 .032 18'-0' 1", i@-0' 18'-0• 18'-D" 1S-0" K _
12'$" 12'-1' 12'•T 11'-2' 11-3' 7a$" 15'$' 74'-9" 14'-9' 14'-0' 14'-7" 13'-3" 14'-T 13'-1' 13'-0' 12'-4' 12'-fi' 12'-0' i@-2' 15'-B° 15'-9' iS-0° 15'-1' 14'.4' do
.D18 8-0' 884 8-4' 8.4" VA. 84- 19-7' Will 17-r 19'-7' 19'7" 17-7" 17'-7" 1T-7" 1T•7" 1T-T 17'-7' 1T-T ig<' 19'-0' 1g-0" 19'4' 19'-4" 1g-0'
T-7 TS" TS T-2' T-2' 6'-10' �0 1T-r 1@$" 16'-9' 15-9' 16'-0' 15'-0' �0 15'-T 14'-10" 74'-10' 14'-T 14'-2' 13'-0' •�D 1T$" 78'-10' 1T-0' ITA" 1fi$" 76'-0' '�F �L1F('�
2D .024 70'•7" 70'-1" 10'-T is-1' 10'-T io'-1" 1V-3 11'3° 11'J' 11'3• 11'-3" 11'$' 10'-2^ 10'-2- t0'-2- 10'-2' 1a-2' 1a-2^ 17-1' 12'-1' 12'-1' 77.1' 1Y-1' 78'-4• q
e'7 8'-0' 8'S 8-T 8'1" T7 .�O U) 10 P 9'$• 9'$' 7-0• 7_7• B•B• .020 9'-7" B'-9" W-7 B'-4' W-W T-11' .020 ia•1a' 10'-0' 70'-3" 1-1. 9'-10' 9'S' O6'ZJ'16
' 121' 121" 121• 121" 12'1" 17-7" 12'$' 12'$' 12'$" 72•-7 121-6' 12'-0' 11'-4' 1V-4- 1T-0• i1 11'-0" 11'-0' IT 3` 13'3' 13'' 13'3' 13.3• 13'a'
n 10'-9" 1tl3' 10'-0" 9'-@ 9'9' 9'-9" .024 11'•2' 10'-9" 10'$' 7tl3" 1@-0" 9'•10' •�9 9'$" 7-9" 9'3" 7S �4 7a-T
.Gie r3" 73" T3• T3' 7'3• 7'-3` 20 14'$' W-B" 14'$• 14'$' 14'$' 14'$^ 2U 13'-0• 17-0- 13'-0" 13'-0° 13'-0" 13'-0• 20 am 156• 15'•6• 15'$' 75S 15'$" 15'$"
TF T-0' T-0' T-1' T-1' @-t0" �2 13'3' 12•-e' 77A' 124' 72'-0' 7T-7• �2 11'-00` 11'-0' iT$" 11'-U• 11'$` ,V_v 74'-r 73'-9` 1-s'-7- 13 V 13'-r 7z'$• DURALUM
25 .024 8.9. 819. 8.9. 8-9" @-9' 8-7 16'-3" 1C-3" 1@3" 16'3' i6V' i6'3` 74'$' 74'$" 14'-8" 14'$° 14'$' 14'$' 7@•8" 18'-e' 7@-e' 16'$' 15$' i6'$'
DnD .040 .ono IAPMO 0195
6'$^ 8'-0• e'3' e'-T e'-1' TA' 15-i' 74'-T 14'-T 13'$' 14'-1" 13'-2" 13'-6' 12'-70" - 13'-0' 12'-4' 1T-6' 11'-10' 75'-6' 15-2' 15-2" 14'-1P 14'-10" 74'3'
g-B" 7$' g$' 9'$' 9'$^ 7$' 11'-1' 1T-Y 71'-1' 11'-i' 71-1' 11'-1' g•9' 9'-9' 9'-9' S. 9'•9` 9'-9" 70'-4 10'A' 7aJT 1a-0" 10'4' 10'-0'
.032 10'-6' 10-2" 10'-Y 9'-T 9'$' 9'-2" A20(1) g-10' 9'3" B'-5• 8'-71' g-0• 8'$' �D2D @-1T B'$' 8'-8' 8'3' B'3" T-10' -02D ta$' 1a'-1. 1a3" 9'$" 9'-9^ 9'-4' p1{JApPROVAL
.018 6'-r 6'-T @-T 6'-T @•T 8'-T ,@4 1Y-0' 12'-0' 12'-0' 72'-0' 12'-0' 12'-D" .024 f0`-0' itl-4' 10'-4• 10'-4' 10'-4 10'-0' .024 11•-1" 11'-1" 1T-1" 11'-T 11'-1' 11'-1'
T-3• T-0^ 7'-0' 6'-9' @-10' @-7" 25 71'-0• 10'-r IV-8- to-2• 10'3' 9'-9• 25 7-71" 7-T 9'-T 9'-2' 9'-3' 8'-10' u 12`-0' 11'-6' 11'-7" 7@-10' 11'-0' 1tl$'
s ala 8'-3" 8'3' @3• B'-3' 8.-3 @3' 13'-2" 13'-2• 73'-2' 13'-2° 172' 13'-2" 11-0•. 11'-0' 11'-0^ 71'-4' 11'-0" 1T-0' M1' -
7^ 1Y-7' 1Y-1' 12'-1' 12'-1•
ll-3 8'-0' 8'-0' T-7 7:9' T-5 .032 13"'- 72'-r 17$' 72'-2' 72'-3' 7T$' m2 11'-10" 1T3' 11'3' 10'-9' 10'-10' 10-4 �032 73'-T 13'-B" l3'-T 13'-2' 17-0•
7-1' 9-1' 9'-1^ 9'-1' 9'-7" 1._1. 14'-2' 14'-2^ 14'-2" 14'-2' 14'-2' 74'-2" 12'3' 12'3` 72'3" 72'3" 12'3" 12'3' '" 13•-1" 13V' 13'-1' 13'-1°D3z9'-10' 9$ 9$ 7-1' 9'-2• 8'-10' 15'-0'.040 14'-4' 14'-2' 73'-7" 73'8" 13'. ' 73'3^ 12'-9" 129' 123' 12-0" 11'-9" 15'-i' 15-1' 14'$' 74'-9' 19'i'10'-0" 10'$' 10-6" 10'$" to-6^ t0•$• 8•3, B•3• g_3• 7_3• B•_3• 8.3, 9• 9•-9. 9•-9• 9•.TABLE 1-MULTI-SPAN REDUCTION FACTORS .Dza(1) 7-2" e'-0` @-11" @Ir e'-6' '-2' .D2D e'-5" B'-1" B'-1• 7'-7 7•-10' T-6^ �0209'-7• 9'-7• 9'2'FOR ROOF PANELS .Dza 1'3' ' 71'3' 11'3• 11'-3" 11'-3' �a 9'-9• 9•-T 9-91 g-9" W-9" 8'9. ,024 4" la-0" 1tl-4• t0'-0" 10'-0•ROOFUVESNOW LOAD.pat 1tl-0" ttl-1' 10'-2• 9'-7• 9'$• g_8• g•.7^ g'_ROOF PANEL TYPE 2" B'-10" @-11' @10'-9' 11'-0" 10'-4^ 10-6' 9'-71"
1a 20 25 30 40 s0 30 30 3D
17$' 77-6' 12'$' 17S 72'-6" 12'$' 7aA' 10'-9' 70'$' 10'-9" 10'-B' 1D'-7 71'-0" 11'-0" 11'4' 1T-0' 7T4' 71'-4'
6 127o3)f'k0A20' - - a.ee 0.83 0.75 0.80 .032 .092 ,W2
24'x2$x0.018• 0.85 0.80 6.65 0.65 - - 12'-6' 72'-7" 11'-10' 1T$' 11'-6' 11'-1' 11'-T 1a-8' 70'-9' 7a-0" 10'-0^ 10J)" 13'-2' 12'$' 13'-0' 12'$' 12'-r 1T-10'
24"x%'k0.024• 0.90 D.88 D.70 0.65 .Wo 134'. i3'<' 73'-0' 73'4' 13'-0" 13'i" .�D 11'-r 11'-7" 11'7" 11'-7• 11'-7' 11-7' .�0 12'3' 1Y3' 72'3' 12'3' 12'-3" 1Y41 M� PEVI51CN5
24#�"x0.03Y' 0.90 O.BB - - - - 74'-2' 13'$" 13'-6• 17-0^ 13'3• 12'-6' 72'-T 72'-2' 12'-2' 11'$" 11'-7 11'-3" 14'-7 14'-7 W-7' 14'-1" 14-1" 13'-r
(7)MULTI-SPAN REDUCTION FACTORS ARE ONLY 9'•T 7-1' 9'-7• 7-7• 9'-1^ 7-1' 8'-0" 8. e'-4- "A' @-4" 8'-4" g-0' 9'-0• 9-W 9•-W 9'-0' 9'-7
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN X20(1) @3• e•-1^ e'-1" 7'-17 7'AW T$' A2D 7•$' T$• T-6• T-3" T-2^ 6'-11" -azD y 1• 8.11 8 10" a r 8-G e'1• i
IN TABLE 1 ABOVE 10'3' 10-3' 70'3' 10'3' 1tl3' t0'3' 9'-0• 9'-0' 9'-0• 9'-0" g-0" 9'-0' B'-7 8'-6' 7$" gfi' 9'-6' 73" 6E5
.@4 9,$, 8•_7" 7.1' @-10" 8'-10" 8'-7• au .024 @$' B'3" 8'3' @-o' 8'-1" T-17 aD .024 10'-2• 9'-10' 9'-10' 9'-T 7-8" 73' )
,032 11'-0' 11'-4" 7T-4' 11'-0' 7T-0' 11'-0' 9'-9' 9'9' 9'-9• 9'-9" 7.9' 9'-0' 12'-T 1I'-9' 75-9' W7-W
Y-e' 1I'-7" 957El JOBF 161Di1 €
5 NOTE:PANEL FASTENERS 11'3' 11•-7" 71'-0' iar 10'3• 10'3" t0'-2• 9'-10" 9•-1 a• g-r 9'-7" 73" �2 t0'3• 10•-i" 10'-1" 9'-70' 9'$' DATE p6y}te kF
ARE SHOWN IN TABLES 1.2 AND 3,SHEET 4 .wD 12'2" 12'-2" 12'4- 12'-2' 12'-2' 12'-2' 10'-7- 10'•T t0'-7" 10'-r 10'-7' 10'-7' -�D 11-2' 11-2" 11-2" 1-2' 11-2•
17-7 72'-4' 12'-0' 12'-1' 12'•T 71'$' 11'$^ 1T-2' 11'-Y 10'$' 10'-10" ta$' 73'-7 l3•-0' 13'-6' 13'-1" 72'_7• DRAWN BY AT
FOOTNN(IOOTTEE "SAMPLE' ,020(1) 8'-2' @-2• 8'-2" @-2• @-2' 8'-2" .02D 7'S' T-5• r$" T3. T5' T5' .020 B 3• 8 3' B3' 8_3" 8.3' CHECXEO GM
FIGUREINDICATES I `I T1' T.1' T-7• 6'-11' 5-11" 8'-7 6•s 6'-5" 6'-S 6?-T S3' @-T T$" T-7" r$' T-6. T-2.ATTACHED .024g 2' 9 2' 9-2' 9'7' 9-2' 9 2' .024 8'3' B'3' 8'3• @3' @3' 8'3' .Dza 8'-9• 6'-7 B'A' 9-7 6'-9'FIGUREINDICATEB rtn• r17 r$' r$• - 7.3' r-r r$• 6•-tr 6-9• @a• e•-T• e•-0^ @-r PANEL SPANS TRI-V, t
FREESTANDING so 7a-r to'-r 1a-r 1ar 1o•-r 9'-7' 9'-7' 9'-1' 8'-i' 9'-7' 9'-7' S. ' ^ ' " 9'$' 7$-
.03z . . W-PANEL&FLAT PAN
9'-•7 9'3' 75' B'•7P e'-7 8'-T e'$• e'S e'-4" @-3' 1a-0' 10'3' 1tl-3• 1a-t" 7-9' ;
.040 1V-3 1T3' 11'3' IV " 7T-3' 17•-3• .ND 9_9` 9 7 9 9' B_9' 9'_9' 9'-9° 10'-4' 70'-0" 1a-0' ia-4' 10'-0' iad' !
/T-0" 10 .040
'-10' 1@-10° to'-7' 130" 70'A^ g-10' 9'-9• 9'-9' 9'-5' 9'-7• g-2' TT-77 11'-T 11'-9' 11'-7 7T-6• 11'-2'
J
30F5DSHEETS t
A B C p o E F G H I J
N
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER o
FOR ATTACHED AND FREESTANDING SOLID COVERS w ' 8
U M.
�
TABLE 1 TABLE 2 TABLE 3 "' o x
(2) 211x6%21 AND WALL HANGERS, 3"x811 AND EXTRUDED AND 3"x8" WITH w �¢
6 %21 ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS ¢ z o
NUMBER OF NO,14 TEK OR SMS SCREWS UMBER OF NO,14 TEK OR SMS SCREWS PE NUMBER OF NG,14 TEK OR SMS SCREWS o O
PER FOOT OF BEAM LENGTH a` ❑OT OF WALL HANGER AND BEAM LENGTH Fm PER FOOT ❑F BEAM LENGTH o ran o
Do a co —
�3 110 MPH 120 MPH 130 MPH r 110 MPH 120 MPH 130 MPH O3 110 MPH 120 MPH 130 MPH
~ EXP, BI EXP. 0 EXP. B EXP. 0 EXP, BI EXP, CI EXP. B EXP, C EXP, B EXP. C EXP, BI EXP, I EXP, BI EXP, C EXP. B EXP. C EXP, B EXP. C ` rn
1 1 1 1 1 2 1 1 1 11 1 1 1 1 1 1 1
5 1 2 2 2 2 2 5 1 1 1 —2— 2 2 5 1 1 1 1 1 1
1 1 1 A23
1 1 1 1 1 2 1 1 1 1 1 1 QROfESSlgyq�
6 2 2 26 1 2 2 2 2 2 6 1 1 1 1 1 1 h�p�Kai
1 1 1 1 1 2 2 2 1 1 1 1 1 1 3 7 2 2 2 2 2 2 2 2 2 7 1 1 1 1 1 2 ° S 5885
$ 1 2 2 8 1 1 2 2 2 2 81
2 2 2 2 2 2 2 3 3 1 1 1 1 1 1 1 2 1 1 1 2
g. 2 2 2 g1 1 2 2 2 2 2 g 1 1 1 1 1 1 oF ��f�
2 3 3 2 2 2 3 3 3 1 1 1 2 2 2
2 2 2 1 2 2 2 2 2 06-23-16
10 2 3 310 2 2 2 3 3 3 10 1 1 - 2 - 2 1 2 1 2 1 2
4 111 2 2 2 2 2 3 11 2 2 2 2 2 3 11'
3 3 3 4 4 4 2 3 3 3 3 3 1 1 1 2 1 2 1 2 1 2 2 2
2 2 3 3 3 3 2 2 2 2 2 3 1 1 1 1 1 2 OURALUNi
3 3 3 4 4 5. 12 2 3 3 3 2 4 12 2 2 2 2 2 2 IAPMO 0195
2 2 2 3 3 3 , 2 2 2 3 3 3 1 1 1 1 1 1 2
13 3 4 4 4 4 5 13 2 3 3 3 3 4 13 2 2 2 2 2 2
ARJ APPROVAL
FOOTNOTE: "SAMPLE"
s FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
I
s
6
Y
REMSIONS
wu neTz o:sc6�iox
s
3
4 STEL M8A 15-1071
PATE 067Y16 y-
3
OMWN BY AT
CHECKED GM
f
e
PANEL SPANS TRI-V,
W-PANEL& FLAT PAN
e
6
i
SH - 4
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AIFBo 6 p IF E IFF G H IFIFFJ 1T
Z
O
CN
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP B & C 41 o
3"x 8"RAFTER �w Lu m c�
i� z� 2"X6112"RAFTER z� DBL.2"x61/2"RAFTER J4.
LL/SL T 110 MPH 120 MPH 130 MPH T' a� 110 MPH 120 MPH 130 MPH " ao 10MPH 120 MPH 130 MPH(IN.) yzLL/5L a WSL a EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (IN.) No EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 PN) o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXRC - O X
2"" 29'-6" 29'-g" 28'-9" 29'3„ 26'-3" 16'-0" 15'-10" 16'-0" 15'-0" 15'-9" 13,-8„ 22,-6" 27-4" 22'-6" 21'-1" 22'-2" 19'-2" � OOcof W_ lai
10 .042 16 26'-3" 26,_3„ 26,_3" 26'-3" 26-3" 25'-7" 024 16 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 13'-9" 16 19-10 19-10 19-10 19-1 D" 19-10" 19'4 ' LLJ > o
24" 24'-T 24'-1I' 24'-2" 23'-6" 24,_D" 21'-6" 13--1" 13'-0" 13'-1" 12,-3„ 12'-1D" 11'-2" .024 18'-4" 16'-W 18'4" 17'-3" 18'-2" 15'-B" Q Z srJ
21'-6" 21'-6" 21'-0" 24" 24" 16'�" 16'-3" 16'-3" 16'-3" 16'-3" 15'-10" o
z 1B 23'-0" 23,-D" 23'-0" 23 ' 23'-O" 22'-9" 20'-3" 20'-2" 20'-3" 19'-B" 20'-1" 18'-2" 28'-7" 28'-6" 28'-7" 27,-9" 28'-3" 25'-T' C> U) o
21-10" 21'-10" 21-10 21'-10" 21-10 21'-10 16" 16'-0" 18'-0" 18'-0" 18'-0" 18'-0" 17-7" 16 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 24'-B" N ch
20 .042 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 10 .032 10 .032
16'-7" 16'-6" 16'-T' 16'-1" 16'4" 14'-10" 23'4" 23'-3" 23'4" 22'-B" V27'-IO"
20'-10" ilk
24" 10 17'-10" 17'-10 17'-10" 17-10" 17'-1 O" 24 14'-8" 14'-8" 14'-B" 14'-8" 14'-8" W-V 24 20'-8" 20'-B" 20'-W' 20'-B" 20'-2"
16" 19'-8IF
" 19'-8" 24'-6" 24'4" 2426" 23'-9" 24'-3" 23'-2" 34'-7" 34,-4" 34'-7" 33,_7" 32'-B"
21'S" 21'-6" 21'-6" 21'-2" 21'-3" 20'-B" 761r 21,-9 21'-9" 21'-9" 21'-9" 21'-9" 21'-2" 16" 30'-8" 30'-8" 30'-F- 30'-8" 29'_10" ESSIgy4
25 .042 16'-1" 16'-1" 16'-1" i6'-1" 16'-1" 16'-1" 042 20'-1" 20'-D" 20'-1" 19'6" 19'-9" 19'-0" 042 28'-2" 28'-1" 28'-2" 27'4" 26'8"24° 1T-7" 1T_7" 17-7" 17,-�1" 17,_6" 18,_10" 2411 17,_y, 17,_g„ 1T_9„ 17,_9„ 17,_8„ 17,_3„ 2425,_1„ 25,_T, 25,_1„ 25_1" 24,�"' 16" -11, 12'4" 1"4" 12'-4" 12'4" 12'4" 12'4" 17'-4" 17'-4" 17'-4" 1T4" 17'-3" S5885
.042 19'-1" 19'-1" 19'-1" 19'-1" 191" 19'-1" 16" 11-9 11-9 11'-9" 11916" -7" 1B,_7" 1
30 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 024 024
24" 10'-2" 10'-2" 1D'_2„ 10'-2" 10'-2" 10'-1" 14'-2" 14'-2" 14'-2" 14'-2" 14,_2„ 14'-2" ,
15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 24„ 9'-8" 24„ 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7"
" 15'-10" 5-10" 15-10 15'-10" 15'-10" 15'-10" 15'-8" 15'-8" 15'-8" 15'-S" 15'-8" 15'_8" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 22'-0" OF CAL1F�
16"
40 .042 16'-8" 16'-B" 16'6" 16'8" 16'8" 16'S., 20 16, 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 16„ 21'-1"
24" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" .032 24" 12'-10" 12'-10" 12'-10" 12'-10" 12-10" 12'-9" 20 .032 24 18'-1" 18'-1" 18'-1" 18,-1" 18'-1" 18'-0" 06-23-16
8„ 13'-V' 13,_8„ 12'-3" 12,_3„ 12'-3" 12,_3" 12'-3" 12'-3" 1T-W 17- 17'-W 1T-3" 17'-3" 1T-3"
16"
13'4" 13'4" 13'4" 13'4" 13'4 13'-4" 19'-0" 19'-O" 19'-0" 19'-0" 19'-0" 18'-10" 26'-B" 26'-8" 26'-B" 26'-B" 26'-B" 26'-7"
50 A42 15'-V 15'-V 15'-0" 15-0 15'-0 15-0" 042 16" i8_1„ 1E-m iv' i 1 18'-i" i8'-i" 18'-1" 042 i6 2` 25'-0" 25'S" 25'-6" 55'-8" 25'6" DURALUM
10'-3" 10'-3" 10'-W 10'4' 10'-3" 10'-3" 24 15'-6" 15'-S" 15'-0" 15'-6" 15'-6" 15,-61. 24„ 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-9" IAPMO 0195
24" 11'-2" Jr1-2" 11'-2" 11'-2" 11'-2" 11'-P" 14'-9„ - 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 20'-10" 2D'-10" 20'-10" 20'-10" 20'-00" 20'-10"
1611 10'-7" 1D'-7" 1NJ" 10'-7" 10'-7" 10'-7" 76 15'-10" 15'-10" 15'-10" 15'-10" 16-1 OF' 16-1 OFF
* NOTE:SINGLE RAFTERS SPACED 16"O.C.MAY BE USED AT 11'-7" 1 T-7" 11W" 11'-0" 11'-6" 11'-2" 16'-3" 16'4" 16'-3" 16'-1" 16'-2" 15'-B" AHJAPPHOVAL
32"O.C.WHEN DOUBLED AND SINGLE RAFTERS.SPACED .024 81-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" .024 13'4" 13'4" 13'4" 13'-2" 13'-3" 12'-9"
24'O.C.MAY BE USED AT 48"O.C.WHEN DOUBLED. 24" 9'6- g'6- y,-0„ 9'_6„ B,-0" 9,_2" 24" 8,_3„ 9'-3" 8',3„ 9,,3" 9,4-
1g. 14'4" 14'4" 14'4" 144' 14'4" 14'4" 16 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2"
25 .032 14,_9„ 14'-9" 14'-0" 14'-7' 14'-2 2D'-9" 20'-9" 20'-9" 20'6" 20'-7" 19'-10'
24" -1" 11'-1" 11'_1" 11.-1" 25 .032 24 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" I
" 12'-1" 12'-1" 12'-1" 11'-10" 12,-0 11'-7" 17'-0" 17'-0" 17'-0" 16'-8" 16'-9" 16,J"
16" 17'4" 17'4' 1T4" 17'4" 17'-4„ 17'-4" 16" 24,-6" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 3
.042 1T_9„ 17'-9" 17'-9" 17'-7" 1T-8" 17'-1" ,042 25'-1" 25'-1" 25_1" 25'-1" 25'-1" 25'-1"
24" 113_3 13,_3„ 13'-3" 13,_3„ 13,_3" 13'_3„ 24 20'-0" 20'-D" 20'-0" 20'-D" 20'4" 20'-0" I!
s 14'-7" 14'-7" 14'-7" 14'-4„ 14'-6" 14'-0" 20'-6" 20'-6" 2D'-6" 20'6" 20'-6" 20'-0"
FOOTNOTE: "SAMPLE' REYIswHs
FIGUREINDICATES xuuc wrE "�
ATTACHED
IF FIGURE INDICATES
FREESTANDING
0.042" —IIrF
Tr?. 8.0' I" 45ELJp6E is-Ioz1.024" DAIS osz}�s y
6. . .024" 6.5 - x
.032' .032" - .
.04:e .042" DRAWN BY AT
IF
II I QiEGlEp GM
MINIMUM FASTENERS
* 3"x8"RAFTER *2"x6.5"RAFTER *DBL.2"x6.5"RAFTERS
9 AIUM.ALLOY 3Bp4-H360R ALUM.ALLOY3004-H36 ALUM.ALLOY3004H36DR ,{
EQUAL OR EQUAL EQUAL
SH - 5
5 OF 50 SH=S
A B C 0 E F G H
N
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP B & C o cm
N N O
z 2"X 61/2"RAFTER i w DBL.2"x 6 1/2"RAFTER H Q co Lu co
LVSL 'P aw 110 MPH 120 MPH 130 MPH ^T' n� 110 MPH 120 MPH 130 MPH U rn
(IN.) mo EXP.B EXP.0 EXP.B EXP.0 EXP.B OTC LVSL (IN.) �o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 �'t O Q Q y,_y., y,_y„ y,_y„ 8'-9" 9'-9" 14'-B" 14'6' 14'-B" 14'-B" 14,3„ 14'-8„ � W LL
.024 1 p'-3" 10'-3' 10'-3" 10'-3" 10'-3" 10'-3' 16" 14'-5" 14'-6" 14'-6" 14'-6" 14'-6" 14'-6' W > —
24" 7--0.� 7'-6" 7'-6" 7'-6" 7'-6" 7'-&' .024 11'-2" 11'_2" 11'-2" 11'-2" 11'-2" 11'-2" i� ¢ Z 1�n
8'-6" 8'-0" 8'-6" 8'-0" 8'-6" 8'-6" 2411'-10' 11'-10' 11'-10" 11'-10" o O r'
Z 16 12'-6" 12'-6" 12'-6" 12'6" 12'-1" 12'-6" 1 B'-7" 18'-7" 18'-7" 18'-7" 18'-71 18'-71. o o
30 .032 13'-1" 13'-1" 13'-1" 13'-1" 13'-1" 13'-1" 16,E p3z 18'-4"
30
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 15'3" 15'3" 15'-3" 15'-3" 15'-3" 15'3" �
24" 24"
10'_B" 10'-8" 10'_8" 10'-B" 10'-8" 10'-6" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1^
16" 16'-0" 16'-0" 16'-0" 16,-D.. 16,-D.. 16'-0" 22'-7" 22'-T' 22'-7" 22'-7" 22'-7" 22'-7"
.042 15'-9" . 15'-9' 15'-9„ 159„ 15'-9" 15'-9" 16,1 22'-2" 22'-2" 22'-2" 22'-2" 22'-2" 22'-2". FESSlgy9
. 24 12'-3" 12'3" 12'-3" 12'-3" 12'-3" 12'-3" •042 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-0" Ki<
1T-10' 12'-10' . 12'-10' 12'-10' 12'-10' 12'-10' 24" 18'-2" 18'-2" 16'-2" 1-11 2" 18'-2"
3 8'-0" 8'-0" 8'-1" 8'-0" 8'-0" 8'-0" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" �" a7 S 5885
1 s^
.024 -1" 9'-1" 9'4" 9' 1"
24" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" .024 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" 9'-10"
7'-2" 7'-2" 7'2" T-2" 7'-2' T_2" 24" 1 4- 1p'-4" 10'-4" 10'-4" 10'-4" 10'4"
" 10'-10" 10,-10" 10'-10" 1p'-10" 10'-10' 10'-10" 16'-4" 16'-4" 16'-4" 16'-4" 16'-4" 15'-0" OF CAO'i
16" 16"
40 .032 11'-0" 11'-6" 11'-6" 11'6" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 06-23-16
8'-3" B'3" 8'-3" 8'3" 8,3" 8'-3" 40 .p32 12'-6" 12'-6" 12'-6" 12'-6" 12'-0" 12'-6"
24" 24„
5
9'�" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2"
161, 13,_2" 13,_2" 13'-2" 13'-2" 13'-2" 13'-2" 19'-9" 19'-9" 1 g'-9" 19'-9" 19'-9" . 19'-9"
.Daz
13'-g' 16" 1g'-4" 19'�" i9'-4" 19W 19'-4" i9'�r' DURALUM
24" 10'-9" 10'-9" 1p'-9" 10'-91, 10'-9" 10'-9" .042 za 16'-2" 1V-2" 16'-2" 16'-2" 16'-2" 16'-2" IAPM00195
11'-3" 11'-3' 11'-3" 11'-3" N'-3' 11'-3" 15'-1D' 15'-10" 15'-10" 15'-10 15'-10' 15'-00'
16 VT-0
7,_3" 7'3" 7,_3" T3" 7'-3" 16" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10"
.024 8'-2" 8'-2" 81-2" 8'-2" B'-2" 11'-4" 11'4" 11'-4" 11'-4" 11'-4" 11'-4" AHJPPPR0VA-
24" 5'-2" V-2" 5'-2" 5'-2" 5'-2" .024 8'3" 8'3" 8'-3" 8'-3" 8'-3" 8'3"
B�_y„ 51_g„ 6,_y„ B�_y„ 5,_y„ 24„ y,�„ y,q„ y,�„ y,�„ y,�„ y,4„
' 16" 9 9 9 9" 9 9" 9-9" 9-9" W-B" 14'-8" 14'-8" 14'-B" 14'3" 14'-8"
1D'3" 10'3" 10'3" 10'-3" 10'-3" 16" 14'-0" 14'-0" 14'-6" 14'-6" 14'-6" 14'-0"
50 .032 7'-0" 7'-D" T-0" 7'-0" 7'-0„ 50 .03224" 11'3" 11'-3" 11'-3" 11,3" 11'-3" 11'-3"84 8'-4" B'A" B'-4' B'-0" B'-0" 241j 11'-10" 11'-10" 11'-10"
" 16„ 11'-9" 11'-9" 11'-9" 11'-0" 11'-9" 11'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-g" 17'-9" s
-6" 12'-s" 12'-6" 12'-6" 12'-6' ,042 16" 17'-6" 17'-6 17'-6" 17'-6" 17'-0" 17'-6" ;
.042 9'-0" 9'-0" 9_o 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-T'
24" 24"
E 10'-2" 10'-2" 10'-2" 10'-2" 10'-2' 10'-2' 14'-3" 14'-3" 14'-3" W-21" 14'3" 14'3"
REVISIONS 3
FOOTNOTE "SAMPLE' c �� k
FIGURE INDICATES
ATTACHES +
FIGURE INDICATES
FREESTANDING
' .024" � 4SMJOBt W071
mre BEa16 e.024' 6.5" .032" 6.50
.032"
.042' .042" DRAwH BY AT
I CHECKED OM
RAFTER SPANS FOR
*2"x6.5"RAFTER DBL. 5"RAFTERS OPEN LATTICE
COMMERCIAL& PATIOS
9 ALUM.ALLOYSD04-H36 ALUKM.ALLOY 3004-H380R
OR EQUAL EQUAL 1
i
SH - 6
80F505N= 7
A 6 C D o E F G H I J
HEADER BEAM TYPES 114 0
r� N
1.52" GUTTER C CD CT)
+ EXT.CUP �N (fl LO
0375 CD
' Q of
SPLICE
WHERE T=]GA INSERT T=D125- (�
SPLICE OCCURS ASTM WHERE ALLY �WHERE GRADE 3.0 accuas 6ayT6
SPUCE OCCURS
° 6.5" 2.ST' uRs I V11113.0
I 4.6" ALUM. 6.656^ 7.0" �', W W LL
0.73' II 4.0^ I 0.110" (.J 7 O
I 0.070" Z T0.075" 0.065" I IYP, Q
038, TYP. T1P, I--3.0"--I o O
2 2.08° IYP. II II 2.04" I mo U) o
L-
3" SQ.x0.032"ALUM. BEAM 0.375 N � CS
W/ 12 GA. STL. "U" CHANNEL
2.93" 3.0" 3.0' .00" E' ASTM A653 SS GRADE 50 G60 1.75'
6.5" ROLLFORM -YA^
Al GUTTER FASCIA B AG BEAM �1 4" I-BEAM D 4.5" MAG GUTTER 7" I-BEAM Q�FESSlgy9(
ALUM.ALLOY ALUM.ALLOY ALUM.ALLOY ALUM.ALLOY . 25" F ALUM.ALLOY 6063-TS Ay,_
3004-H36 6063-T6 6063-T6 6063-T6
G W/(1) "C" INSERT
3 ALUM.ALLOY 6063-T6 O S 5885
4112 R W/(2) "C" INSERTS
7.875" ASTM H ALUM.ALLOY 6063-T6
A653 SS
GRADE
.042"/ NOTE: OF �L1F�
0.032" B.O.. 8.0" PAN TABLWHEREVIES,ITNSERT SHALLINSTARS AS LL DN
IN
PP. THE 06-23-16
0.042' 0.042° FULL LENGTH OF THE 7"I-BEAM.
6.5°
IYP. TYP. I 0.625'
I- 20°�A�-I-z.o°-I I---2.876 ' EACH DURALUM
EACH HEALER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT _ IAPMO 0195
DBL. 2"x6.5'k0.042" 3"x8"X0.042" BEAM EACH INTERIOR COLUMN WHERE 3
I ALUM.ALLOY 3004-H36 ,�^4,p" ,� M W/ 14 GA. STL. INSERT CUT FLANGES AT END COLUMNS.
OR EQUAL 3.0" 3.0' MAX 3.0' ASTM OR MORE COLUMS OCCUR.DO NOT
A653 GRADE 50 G60 A-L)APPROVAL
DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM �1 DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM
5 ALUM.ALLOY3004-H36 n ALUM.ALLOY3004-H36 ALUM.ALLOY3004-H36 W/ 12 GA. STL. INSERT
OR EQUAL OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60
- --NOTE:WHERE 12 AND 14 GA.STEEL INSERTS----- - - ----_-- - -- - - -- - - - -- - - ---- ---- - ---- -- --
OCCUR AS SHOWN IN THE SPAN TABLES, !
THEY SHALL BE INSTALLED THE FULL LENGTH T
OF THE 3"xB"BEAM.
=12OR 3
'a GA
ASTM COLUMN / POST TYPES
A65GRACE
E
SS
a
S GRADE 60
cfio 8.0" G =3"SQ.xt=0.188"
.D42" REVISIONS
T1P.
e.aza• H =3"SQ.xt=0250"
8.032'
0.042 =3"SQ.xt=0.313"
a
LASTIc J =4"SQ.xt=0.188"
100' PLUGS csraJo6a +s+m+
H-
2 �40,--1�3.0°�-I I 6.5" K =4"SQ.Xt=0.250"
.➢40' ALUM. €
DBL. 3"x8x0.042" BEAM 848' STEEL aLD 11
L. 14 GA. STL. INSERT 3.0 a . ' ❑
W/ DB
EA. SIDE �I[ DRAWN BY AT
O 3.0° .28° I 3.0" CHECKED GM f ALUM.ALLOY 3004-H36 ALUM.
OR EQUAL ALUM. JI. 0.075' 3.0 OR
--II TYP. 4.0° }
DBL. 3"x8"x0.042" BEAM z.o° 3.0' z.0'
W/ DBL. 12 GA. STL. INSERT -3.a"-I ��-3.o°-I = t I HEADER BEAM TYPES,
P - -f COLUMN/ POST TYPES
ALUM.ALLOY 3004-H3s 3" SQ.ALUM POST 3" SQ.ALUM. POST 3" SQ. ALUM. POST
e OR EQUAL B ALUM.ALLOY 3004-H36 C ALUM.ALLOY 3004-H36 1MITH SIDEPLATES MAG POST 3.0" OR 4.0"
NOTE:WHERE 12AND 14 GA.STEEL INSERTS OCCUR AS HEIGHT LIMITED TO 3"SQ. STEEL POST E SQ. STEEL POST C 7
THE SHOWN
ULL LENGTH OF THE 3 ze"BEA IN THE SPAN TABLES,THEY M.
BE INSTALLED 70'-0"MAXIMUM. F ASTM A653 GRADE 50 CP60 ALUM OR EQUAL 4-H36 AL 6 63-TB ASTM A500 GRADE B t°J ( !
7 OF 50 SHEETS
A B G p E F G
•yam
N
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS o co o
N
NOTE:WHERE COVER CONSTRUCTION INCLUDES DESIGN LU C33 co
A34 FRAMING ANGLE (E)WALL COVER 3/18'STEEL NOTES BRACKET CAN BE
SEE TABLE DETAIL A OR B,SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION g" 0 114.0 HOLES,TYP. LOCATED ANYWHERE ON EAVE ~ Q
REQUIRED TO VERIFY ADEOUACYOFTHEEXISTING 0 ? � U V
FASTENERS,SEE TAeLE3 STUD WALL FRAMING WHEREONE OR MORE OF THE 10•ZO psf 'g '18 NOTE:PROVIDE WATER 'i _ Cf)
1 0 TYP.BRACKET PROTECTION METAL FLASHING
FOLLOWING CONDITIONS OCCUR: 30,40&50pa1 >& >1q' ,�^ AT EVERY 2x CAUCK JOX41'S AND SLOPE O
R.F.OR EXT.HANGER 8 0 TO DRAIN(OPTIONAL) O
CHANNEL,2X RAFTER BRACKET LEDGER
o EXISTING EAVE ALLOWABLE PROJ.TO BEAM W � LL
LEDGER OR WALL HANGER OVERHANG SEETABLE 1
WITH FASTENERS 1114" (24"MA)L) LB OR h4 LEDGER R ¢ Z (U
PER TABLES 38JMIN.
1. O
2 ALUM. PANEL2X OR EXIST.RAFTERS AT 2X WOOD STUD OR
3x ALUM.RAFTER 24"O.C.AT ROOF I" CONCRETE WALL RAFTER CD (q
EXIST.FASCIA BOARD OVERHANG (3)#14x312"W. N U) c7
ALLOWABLEPROJ. EXISTING EAV ZX FULL DEPTH 3WOOD SCAB,TO BEAM OVERHANG 1"BEE TABLEI (24•MAJL) WHERE OCCURS, NOTFJ PLACE 'SIKA FLEX' DR SIMILAR
SEETABLE2 MATERIAL BETWEEN BRACKET AND
NOTE:BRACKET MAY BE
COMP. SHINGLE ROOFING TO PR13VEDE MOUNTEDBELOWRAFTER
o WI SAME CONNECTION'S. fESS I
EAVE CONNECTION �1 WALL CONNECTION SEAL Oy4C
L EXISTING ROOF OVERHANG DESIGN LOADS, L' NOTEWALLLFDGERIBNOMINALLUMBERSIZE2k&"(AT2-xBy[ ALTERNATE EAVE CONNECTION R➢L = 3 psf (HIM TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS),NOMINAL 2k8UtM 3k8"MINIMUM RAFTERS) v NOTE THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS 0
30, 40, & 50 psf ORKILN-DRYWOOD-FILLED2"XB)4'OR3"XB"ALUMINUMSECTIONS. Wtees P-1.
fIHAIDpafMAXIMUMOESIGNLOAD: u��j 55885
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS
TABLE 1 TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL TABLE 4 a,b ANCHORS INSTALLED
o EXISTING
OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG INTO CONCRETE WALLS
WITH 6-INCH MIN.THICKNESS .OF CALIF
MAXIMUM PROJECTION
FRAMING MEMBER (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBER AND TYPE
COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B) - C2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL LUSL OF FASTENERS 06-23-16
LUSL OVERHANG 110,B 110,C 120,B 120,C 130,B 130,C DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
4 2"x 4"FULL 26'-0" 26'-0" 26'-D" 25'-2" 25'<I" zo'-7" rx 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 10 SS ATSBPSOC.(TRb)G-BOLT 2
2"x6"NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 254' 21'-2' WIND SPEED WIND SPEED WINDSPEED VANDSPEED WIND SPEED WIND SPEED
1
2"x6"FULL OR m (EXP.B&C) (EXP.B&C) (EXP.B&C) (IXP.B&C) (IXP.B&C) (EXP.B&C) 20 S 0 SIIM 8 PSON STRONG-BOLT 2 DURALUM
2'k8 -0 -0
"NOTCHED 26'-0" 26'-0" 26' " 26' " 26--0" 26'-0" Imo- 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 IAPMO 0195
2"x8"FULL OR p6'-0" 26'-0" 26'-0" 26'-D" 26'-D" 26'-0" 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 25 W 0 SIMPSON STRONG-BOLT 2
2"X10"NOTCHED 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) SS AT 48. O.C. (a,b)
2"x 4"FULL 26'-0" 2W-0" 26'-0" 25'-2" 25-4" 20'-7" AHJgppROVpL
2"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-D" 26'-0" 7 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) W b SIMPSON STRONG-BOLT 2
s
20 2„X6"FULL OR 8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 30 SS AT 36' D.C. Ca,b)
2k8 NOTCHED 28-0" 26'-0" 26'-0" 25-0„ 26,-0-, 26'-0„ 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
2"x8"FULL OR 40 S 0 SIMPSON
C,STRONG-BOLT 2
2'k10"NOTCHED 26-0" 2T-0" 25'-0" 26'-0" 26'-0" 26'-0" 1V (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B)
2"x 4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25,-0" 2D'-7" 11 (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (8) (B) (B) i
2"x6"NOTCHED 26'-D" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B)
50 S AT S 24'sO.C.STRONG-BOLT 2 i
2"x8
25 2"x6"FULL OR 26'-0" 2T-0" 26'-0" 2"" 26'-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER
NOTCHED
2"x8"FULL OR AND ROOF PANEL RAIL TO FASCIA
26--0" 2W.0" 26'-O" 26'-0" 26--0- 2V-0" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING FOOTNOTES TO TABLES 3&4: e
s 2k10"NOTCHED I
a. '
2"x4"FULL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" (C) - (2) Ya' DIAMETER LAG SCEWS EMBED ANCHOR 3' MINIMUM RBYIsroNs €
INTO CONCRETE WALL AND
2"X6"NOTCHED 10'-10" 1OAO" IT-10" 9'-2" 9-3" - (D) - %' DIAMETER LAG SCREW xMx o4n "ac�,ao
(E) - $'4 DIAMETER LAG SCREW INSTALL IN ACCORDANCE
30 2 "FULL OR " ' " ' " ' " ' " WITH ESR-3037
z"x88' NOTCHED 2W-0 2V-0' 26-0 26-0 2B-O 26-0 } b, USE 3' SQ,xS'4' STAINLESS
2"x8"FULL OR 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
2"x10"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" ors- STEEL WASHER WHEN
mo WIND SPEED WINDSPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED INSTALLING NEW WOOD
2"x 4"FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7 -� ( ) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B 8 C) (EXP.e&C) LEDGER AGAINST EXISTING 45Tft JOB$ 161071
I z"x6"NOTCHED 15'-6" 15'-6" 75'-6" 15'-6" 15'-0" 15'-6" �+ 110 120 130 110 120 130 T(D) (D)
130 110 120 130 170 120 130 110 120 130 CONCRETE WALL.
40 2"x6"FULL OR 5' (C) (c) (c) (c) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) c. WHERE ROOF PANEL RAIL " 0&Z+B d
t
2'k6"NOTCHED. 19-8 19'-6" 19'-0" 19'-5" 19'-6" 19'$° 6' (C) (C) (C) (C) (C) (C) CC) (D) (D) (D) (D) (D) (D) (D) (D) (D) OCCURS, USE W DIAMETER DRAWN BY AT
2"x8"FULL OR LAG SCREW IN LIEU OF (2)
2"x10"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26--0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) DIM ED GM
- Yp DIAMETER LAG SCREWS,
2"x4"FULL 8'-11" 8'-11" 8'-11" V-11" 8'-11" W-11" 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) i
2"x 6"NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) EXISTING EAVE
50 2'k6"NOTCHE FULL OR 15'3" 15'3" 1W-3" 15'3" 15'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D (D) (D) (E) (E) (E) (E) (E) (E) CONNECTION DETAILSg
Z"x8"NOTCHED )2'k8"FULL OR 11' (C) (C) (C) ) ( ) ( ) (D) (D) (D) (D) (� (� (� (� (E7 (�
2"x10"NOTCHED - 20'-9" 20'-9" 20'-0" 20'-9" 20'-9" 20'-9" 12, (C) (C) (C) ID) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) . 8
`SH vx P
SOF SO SHEETS f
A a C' 0 E F a G H I J
HANGER CHANNELS AND MOUNTING BRACKETS PI1 CD
FASTENERS, T'=,060' TYP, � u;
' _(.-� 2.740" SEE TABLE 3,SHEET 4 !ri N N CD
LU M
FASTENERS,
Q
1.50" SEE TABLE 3 SHEET 8A
�
ALUM.3004-H36 .O6 " T=.060" w O X.010"x90" .202" FASTENERS, 23 FASTENERS 1=0.04" (2) DIA. BEESHEET4 SE TABLES SHEET6 OjWu CD
n`° .563" .281" .20S" Q Lin
4 COWIN000SA-RAIL co J ED FASTENERS ROOF PANEL 3 (WHERE OCCURS) p 3" CD CO O
SHEETS _ co — M
SEE TABLE 3 06 „
" FASTENERS, E ALUMALLOY I FASTENERS, 3 ` rn
175° SEE SHEET4 6063-TU -}-1.B80" SEE TABLE 3,SHEET4
ALU053mTe ALUM.ALLOY
6063-T6 ALUMALLOY
6063-T6 6063-TB �1pFESE)gyq<
ROLL FORMED K
O OB ER/CONNECTION OC I.R. HANGER "H" BRACKET ��� F9 '
J HANGER EXTRUDED HANG �
NOTE:THIS CONSTRUCTION IS LIMITED TO 30 psf S5885
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(3)Y2 O LAG SCREWS 10#LL=(2)914 EMS EA.SIDE
11/2 2D#,25#,3D#LL=(3)#14 EMS EA.SIDE IBEAMSPLICETO OF CALI
#14 SDS, 40#,50#L.L=(4)#14 SMS EA SIDE OCCUR DIRECTLY OVER 518"0 PLASTIC
3 PER SIDE I POST.NOT PERMITTED
Q 1" _ PER SIDE SCREWS SCREW IS INSIDE
I @ 2-POST UNITS PLUG WHERE 06-23-16
<
x t
2"x 6 1!e'OR " ,5 #14 SMS MAY
Q 3• < I BE USE AS
1 5"MIN. 3"x 8"ALUM. 3.5" 3.5" ALTERNATE TO DURALUM
""_ _ RAFTER ALTERNATE
3.5" 1/4"0 BOLTS IAPMO 0195
" 3/4 1 1l2"
CD3"x8"ALUM. -- — —"OR------- _ I 5" 8„BEAM
HEADER U-BRACKET
1" 1❑OR ❑2 AHJ APPROVAL
EXISTING WOOD STUD FRAMING SEE NOTES
2 kJ' E STUCCO 3"X8"ALUM. (E)STUCCO BELOW I I 6 1/2"SIDEPLATE EA.s ( ) 2 EACH 1/4'0x 3-112"LAG SCREWS LL=10 psf 1
RAFTER P SIDE SEE POST SCHED.
PENETRATION 2 EACH I H x 3-1/2"LAG SCREWS LL=20,25 and 30 Psf #14 SMS EA.SIDE
BRACKET 2 EACH 5l6"0 x 3-112"LAG SCREWS LL=40 and 50 psf TOP,MID HEIGHT
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE (2"MIN.PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. 3"SO.POST BETWEEN SIDE PLATES
THREADED PORTION OF SHANK COMPLETE NOTE USE LEDGER WHERE RAFTER SPACING
PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING.SEE TABLE 3 SHEET B. SEE LATERAL FORCE RESISTING SYSTEM,SHEET 11 i
HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION 8 9
S B
3v
1 1/2"OR 2"LATTICE #8 S.M.S. REVLBICNs
ALTERNATE 112" 98 SgA
DOUBLE RAFTER- ALUMINUM MEMBER WITH
DOLT CONNECTIO PIAN2E11/2"OR 2" EXISTING WOOD FILL OR DBL. 3'x6'X0.042 BEAM xnrt w,E
SHEATHING
ALTERNATE: NOMINAL LEDGER DR DBL, 2'X6.5'X0,032'/0.042'
4#14 S.M.B.EACH (NEW OR EXISTING) BEAM
RAFTER TO COL. ¢ BEE NOTE,DETAIL B,
CONNECT.(8-TOT.) �� -! SHEETS I° I
5"OR 3"XB"RAFTER 'u5ERNATE 1l2"BOLT H I° ° 4s1ELJCa91a10111 1" ° DATE W6 is
4so . ALTERNATE: " SHETgRS,SEE TABLE 3, S/B' O ACCESS DRAWNBY AT1• (2)-#14 S.M.S.EACH RAFTER ;TO COLUMN CONNECTION HOLES
3"x3"STLPOST(24") ° (4-TOTAL) CNSTALL 6 — #14 CHECKED Gx
INEERTATTACHED OR ALTERNATE:(2)-2x6.5"OR ALTERNATE:3"x 3"STL.POST COLUMN (2}3-xB"HEADER 3' SO. POST LONG SDS @EACH
FOR FREESTANDING (2)-2x6.5"OR(2).3"x8"HEADER EXISTING HEADER TO
(2}7l2"BOLT 1"STUCCOOREQUAL COLUMN HANGER CHANNELS AND
3"X . OR 2.5"PENE.INTO EACH WOOD STUD (12 FASTENERS MOUNTING BRACKETS
e 2'X 6.5"SIDEPLATE CONNECTOR (2)-#14 S.M.S.EACH RAFTER PER
CONNECTION) a (� j
DBL. RAFTER/ DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O5 EXIST.
IATTACHMENT. STUCCO DE LEDGER O DOUBLECOLUHEADERT
DETAIL O O v H . 9
1�
9Of 50 SHEETS
A 3 C D E F G
Q
CN
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN NUMBER OF REQ. COLUMNS o- o
uG, LO
lo�Dm
O p Q
WW LL
\j
QZ Lo
TABLE 1 TABLE 2 om - r
ATTACHED ONLY ATTACHED AND o
T BRACKET@3"SO.POST USEELPOSTONLY; e — C7
W/(4)�14EMS E0.SIDE OF POST I FOOTING &ANCHOR BOLTS FREESTANDING I USEPOST TYPE ") �
OR 1/2"M.B.THROUGH POST ALUM."T"BRACKETUSE WITH ALTERNATE FTG.
I
F,G,H,I,J ORK
POST POST TYPE B,C,D,OR E.
POST FOOTING SIZE SINGLE POSTS EMBED. CUBE SIZE SD.18'DEEP 'CUBE FTG. I I
STEEL'P BRACKET OR 9"SQ. BOLTS 18' 1B•SQ. 12' 12 DEPTH OF '
BASE PLATE USE WITH 17•-22'QU9ED1 (2}3H•m 17/0• FOOTING OR I I �FESSIGy9
f7 20' 21,SQ. 12" FOOTI.EMBD. I F�
POST TABLE
B,C,D,E,F,G,H,J ORK
(2)7/8"H STRONGBOLT2 SS SEE TABLET 22' 2S SQ. 16"
EA.BRACKET TO SLAB. 23•a2a•cUBED U) (Z}1(Cm 3v4• I -Y
E1.I•:': i I h i
E'GE OF SLAB DISTANCE TO 24" 28"SQ. 23' =
EDGE OF SLAB. 2s-So'CUBED(2) (a}12-m 3ll4' 28' 32'SQ. 23' '•:1 I T F 2 u� S 5885
33'MINIMUM DISTANCE FROM �. ,SQ P5' ' I w }-
SLAB CRACKTO COLUMN. - W
T d 31'-34'DDBED(2) (4).WrO 4' W Q
(1/e'MIN.EMBEDMENT) 30" 39'SQ. 28' 1..
'
o • . w a
D A W'-3TCUSED(2) (4)4MV 436• 32' 43'SQ. 31' (1-12"HM.B. '•�`:;',•;- = m - -
SLAB SHALL BE IN .e POURED CONCRETE 34" 47'SQ. 32" n9'LONG,1' ' .°;,`••� w OF cA�1F�
GOOD CONDITION ,• FOOTING SEE TABLES 4V-42'CUBED(2) (4)34•m 4y4• 51"SQ 3q^ FROM END CI m
OFPOST Z
312" MIN. SEE FOOTING -_ NOTE
(IC ESE BOLTS SR�-3D37 BE 1MPSDNSTRDNcaoLT255 38' S5'SQ. 37FORS pOUREQ 06-23-16
---fit) ) 4D' 39" CONCRETE SQUARE,SEE FTG.
IN BEAM SPAN TABLE 1)MAY USE EITHERSTEEL T BRACKET DR Go-so. SCHEDULE IN BEAM
ALTERNATE FREESTANDING BASE PLATE. 42" wso. 41" FOOTING SPANTABLES
EXISTING SLAB POSTS TO CONC.FOOTING 2)REQUIRES USE OFALTERN'ATE FREESTANDING 44' 87SQ. 43•
7 ATTACHED COVERS ONLY 8 ATTACHED COVERS ONLY BASE P ATE. CUBEFGD NGN 312 8 FB O SQUARE POST EMBED. DURALU MI
INTO FOOTING
IAPMO 0195
AHIAPPROVAI
(3)-314"0 BOLTS
FOR POST TYPE F,G.H,I,J&K
s 3"OR 4"SQ.
5" INSERT
16" x0.i8B"
ASTM A500
419 GRADE B i
STEEL 3
T.O.C. s
(4}SS316 314"0 STRONG-BOLT 2 SS
STEEL PER ICC-ES ESR-3037
ALUM.ALLOY 3.00" OR (43/4"EMBEDMENT DEPTH) ?
VISIONS 9
2-�— xwaR wre rcwmDm £
6063-T6 2.40" I I
1.375" q 7/13"0 HOLE INSERT TO
FOR 318"MB .56" 2 FLANGES BASE PLATE 3/16"
0 2 1/8"APART
,75" ASTM A500 GRADE B POST
0 1.125" 2.5" o
,INSTALL IPLA EAT NHDG 4srELJG69WASHER PLATE AT ANCHORSo75" 75" BASE FLARES INSERT.60" .157 TYP TO 31MDE EA DA E sB231s
BIDE OF FLANGES 9"SQ.X 5/8"THK
1.5 t.75 FOR T POST, THK.BASE PLATE DRAWN BY AT
•090"TYP. USE FOR 3"OR 4" }�-- (ASTM A500 GRADE B STEEL)
STEEL POSTS 4"WIDE FOR 4"POST cxECIa:D cm
WASHINSTAER
EAT NCHO 5.50" 1Y4" 6Y2' 1Y4" -
WASHER PLATE AT ANCHORS q 1-7/16"0 HOLE ?
FOR 130 MPH CL2-5/16"0 HQLES &2-318"HOLES COLUMN I POST SURFACE '.
NOTE CONCRETE SLAB ANCHORS SHALL BE NOTE:CONCRETEANCHORSRRE SHOWN IN TABLE 1. TYP.EA.SIDE WELDED STEEL BASE PLATE 1 D MOUNT AND FOOTING y
%'DIAMETER SIMPSON STRONG-BOLT 2 55
c ([CC-ES ESR-3037) ALTERNATE FREESTANDING EMBEDMENT DETAILS
ALUM "T" BRACKET O STEEL "T' BRACKET OD BASE PLATE ANCHOR ^ _ O
rsH
10 of sssxEErs )
A B C D E F G H J
O
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS o
cj (D 11'�
1 BEAM SPLICE TO W C) m
OCCUR DIRECTLY OVER 5/8"0 PLASTIC H Q cri
POST.NOT PERMITTED PLUG WHERE = C) �
@ 6 SCREWS @ 2-POST UNITS
SCREW IS INSIDE I+S � x
PER SIDE 5 I 5" 914 SMS MAY 1 W W LL
EAS 3.5" ALTERNATE TO U o
3.5" 1/4"0 BOLTS Q ZO
C7 — •-
5' I .5" 8"BEAM p �
So 2"X6.5"X0.032" SIDE PLATES Qt ORIAR Qz
N
m� 110 MPH 120 MPH 130 MPH SEE NOTES
w
P EXP, II EXP. EXP. II EXP. EXP. B EXP. C BELOW I 61/2'SIDEPLATE EA.
SIDE SEE POST SCHED.
5' 2 2 2 3 3 3 #14 SMS EA.SIDE
TOP,MID HEIGHT �FESSIQyq
6' 2 3 3 3 3 4 AND BOTTOM. 3"SQ.POST BETWEEN SIDE PLATES p K C
7' 2 3 3 4 3 4 POST SCHEDULE
' 8' 3 3 3 4 4 5 3"SQ.x.032"+(2)-2"x 6 112"x 0.032" 3"SQ.x.032"+(2)-2"x 6 1/2"x 0.042" S 5885
❑1 W/(6)-#14 S.M.S.EACH SIDE. 2❑ W/(8)-#14 S.M.S.EACH SIDE.
9' 3 4 4 4 4 5 USE ON CONC.SLAB ONLY USE ON CONC.SLAB OR FOOTING.
10' 3 4 4 5 5 6 BEAM TO POST CONNECTION 21
11' 4 4 4 5 5 6
OF CALF . ..
12' 4 5 5 6 5 7 ALTERNATE FOR SOLID-ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED 13' 4 5 5 6 6 7 06 23-16
COLUMNS (SHOWN AT LEFT)ARE NOT SPECIFIED
4
F 2"X6.5"X0.042" SIDE PLATES (E) STRUCTURE DURALUM
59 110 MPH 120 MPH 130 MPH
IAPMO 0195
e EXP, B.EXP, EXP. B EXP. EXP, B EXP, C 1 C LU N 1 3'k x0. 2" /(2)2 zG 5'k0 42" ID P ES.
5' 2 2 2 2 2 3 — SEEEE AN
6' 2 2 2 3 3 3 ROLL—FDRMED OR C)LUrIN2 PER SPAN TiBLE 3 AW APPROVAL
INSULATE➢ ROOF PANEL
7' 2 3 3 3 3 4 I TERLOCKING SEAMS, TYP. AL Q-
8' 2 3 3 4 3 4 P �*a � C� PROJEC nON. P
9' 3 3 3 4 4 5 �OCG o Q ¢ s
10' 3 4 4 4 4 5 OLF�PfFR�Myr +
i
12' 3 4 4 5 5 5
13' 4 5 4 6 5 7
S NOTE 1.MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS ROOF PANEL ATTACHMENT
AS SHOWN ON SHEET 7.SEE SHEET 7 FOR POST TYPES. LQJGTH L REVISIONS
ROOF PLAN a ��
FASTENERS, #14 SMS 2 32" D.C.
SEE SHEET 4 4 MIN. PER EACH J[BNT
#14 SMS 2 32 D.C. MAX. 451 JOBN 151011
WALL RDRLIRPFORME➢C4 MIN. PER PANEL INTERLOCIO
HANGER
DAIS O6Zii6
DRAWN BY AT
OLL—FORMED CHEMED GI
PANEL ALUMINUM SLS RP e
FASTENERS, TOP a BDTr. o.o2a" RESISTING SYSTEM/
SEE SHEET 4 MIN. NUMBER OF
6 ROOF HANGER 0 RNTERLOCKINGSEAM ED PANEL IINTEROCKNGNSULATED JONTPANEL REQ. COLUMNS
3
i
SH - 11 1
11 OF SHEETS i
A B a C 0 E " F G H I J
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 g rn
N co u')
1 SIMPLE SPLICE FULLMOMENT �. W W O
OFHONALUM.OR HARDaORD) ` ? U V
co
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(2NIO S.M.S.0 EA �I� O x
a105.MS VALLEY,TYP. ( pa iroTul.FACH SIDE OF 5•
(b TOi II #12 S.M.S. I W_ L¢L
TYP. THICKNESS=.035 (24T0T II ALTERNATE:1M980LT WASHER LU
EA.SIDE OF]'sD.POST
,I b TYP. THICKNB�SS=.035" W CD
II I II Q Q z �
+ } + I ++ ++ ��+} ++ W _ (YR
- c-
ALUM.ALLOY3004-H36 TL Q G7 O
OR 6063-T5 FOR EXTRUDED ALUM.ALLOY 3004-H36 +
OR 6063-TS FOR EXTRUDED ° 1'1p Sc
NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR - ' I " V
IN ALTERNATE INTERIOR BAYS ATANY LOCATION EXCEPTAT END BAYS L-+,
SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTCH NEEDED
a3s s SQ.POST
I-BEAM ALUM ALLOY I AS NEEDED TO CLEAR
NOTE IF SPLICE OCCURS ATALTERNATE INTERIOR BAYS,A SINGLE 1Z'SIMPLE C-SPLICE(ONE SIDE OF WEB)MAYBE USED. (6061-T6)ALTERNATE I SO.POST,CONNECT WEB
3„J STL C-BEAM TO POST W/(2)-5/8'O �F
TOTAL=(8}12'B BOLTS THRU-BOLTS @ 4"IAEAM,
SQ.POST AND(3)-5/8°0THRU BOLTS SOPot2(•(gEs...MS LEL1ACH SIDE0f 3•
oTI.6EAMS RLOTERNAATE 11,1080LT W/WASHER
EASIDEOFWSO.POST V S5885
LOU
O O O
IrGUTTER FASCIA
SPUDE WHERE „ 2.00' 3.00• 3•SO.POST y!AG BEAM
4
OCCURS OR.29P LLLrS2 sm BEAM
070" OF GAUE�
TYP 0 0 H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15
NOTE:THIS DETAIL IS LIMITED TO 10,20&30 psf 06-23-16
ALUM.ALLOY 3"x B"x.042"BEAM, ROOF LIVE AND SNOW LOADS
4 BD63-TS 16" 1" 3"SQ.STEEL OR
4"I-BEAM S_0" MAG BEAM.
MOMENT C-SPLICE "L" FASTENERS DURALUM -
r-D" a-#1asDs NOTE:IF SPLICE OCCURS ATALTERNATE INTERIOR BAYS,A SINGLE 12°SIMPLE C-SPLICE(ONE SIDE OF WEB)MAY BE USED. IAPMO 0195
FASTENER TO FASCIA-SEE TABLE
3'-D" 12-#14 SDS FASTENER TO RAFTER TAILS-SEE TABLE AlU APPROVAL
1. S' FASTENER SPACING=3/4" OPTIONAL LATTICETUBES
O O 0 914z1/2"S.M.STOP AT OVERHANG
6 (6)-#145DS@EA.SIDE &BOTT.(2}TOT. s
SPLICE WHERE TOP&BOTT.TOT=24
OCDURs 4, • 1+ °-
1'
-ryp- R 00
PANEL :o FASTENER 612" L
o° GROUP
O O ROLIFORMEDOR
EXTRUDED GUTTER 1
ALUM.ew,cxErx
3"X 3"ALUM.OR #14 5-M.s. Fnscw� #
ALUM.ALLOY 16 1" STEEL POST
b , -B S-0" 612"x2"x.024 2" 1" "L"SEE TABLE
7'IBEAM MOMENT CSPLICE RAFTER REVISN)NS
1 1z" SQ. OR 2" LATTICE TUBE i 2"x3" LATTICE TUBE 2 LATTICE TUBE TO RAFTER 16 "U" BRACKET - RAFTER TO BEAM 17
3.125"FOR 3 x RAFTER
2.t25"FOR 2 x RAFTER
1 1/2'SO.,ZED.,ALUM.ALLOY 3105-H25 OR 2"x3"LATTICE a sTB.30b a 181PT1 g
ALUM.ALLOY 3105-H25 t=.040"@ 6063-T6 F
/ #Bz2"SM5,212" ®3"O.C,MIN. 11/2"
1.50' 1.50" OR 3112",TYP. UP TO 6"O.O.MAX. DATEoBu1b
.28" I 2 I 'Zn .ZB"� 3N 21i — —— — — DRAWN BY AT
REWS
.0181, O ,I (6) BRA KT TO R E AFTER #/2' MIN,
1 CHECKED GM
RAFTER O ° BEAM TO POST&
0 LATTICE TUBE TO
,g RAFTER CONNECTION
E DETAILS
(6)-#14x 3i'a"TEK SCREWS 2.750
BRACKET TO BEAM S H - 12 i
120F505HEETG i
A B C D E F G H 1 J
En o
HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMSCD Lo
r
t
LL M Co
~ ¢
ox
O Lu ¢L
TRIBUTARY WIDTH TABLE PROJECTION —{ V w > o
CLEAR SPAN -I
CLEAR SPAN (FT.) O.H. TI Q
6 0.H. 6 7 6 9 70 11 12 13 74 15 76 77 18 79 20 21 O fn O
0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 I CD
1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 TRIBUTARY TRIBUTARY= I1 m
N7DTH 1/2SPAN+D.H.
2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP E rt
7 7 8 8 9 9 10 10 11 11 12 12 NP NP NP Q�pFESSIgt�
4' - - - 9 9 10 10 11 11 12 12 NP NP NP NP NP O
5' 11 12 12 NP NP NP NP NP NP NP ',� NOTE'TRIBUTARY ON MULTIPLE SPANS IS
3 EQUAL TO CENTER SPAN TO CENTER SPAN S 885 O 5 n
NP-NOT PERMITTED-SITE SPECIFIC ENGINEERING REQUIRED �a
OF CAO1'
06-23-16
4
DURALUIVI
IAPMO 0195
AHI APPROVAL
5
S
FAN BEAM
z
6
FAN BEAM(19'-0"MAX SPAN) REVISIONS
2" wax wrz rcscwrmx
FAN BEAM FAN BEAM
J
HEADER
z[OR
NG FAN AND/ T=.075' 2 1/2" 2 1/2' 2 1/2"
yGHT FIXTURE TYP,AX.30 lbs.) 4Gh1 JOB: 161071 e
w
#12 S.D.S.SCREW DATE 062it6
#14 x 3 1/2"S.D.S.SCREW �
FAN BEAM AT BEAM AT HANGER CHANNEL OPAwN 9Y AT
ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL CHECKED GM
S
e
HOW TO DETERMINE
TRIBUTARY WIDTH &
6 FAN BEAM DETAILS
3
SH - 13
13 OF 50 SHEETS
A e C D E F G
\'
N
BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS ATTACHED& LOAD--AND 0,130MIDCOVE. B ; o a, �
1 10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C 3 N LOV o
Wm Co
6.5"ROLLFORM U v
1.79° ExT cT - Q O O XQ
TA ATCHED SOLID FREESTANDING SOLID W_ W
SKIC = MAX.COL. rr MAXPOST FTG. MIN. MAX POST FTG. MIN. �'- W
WHERE SPACING �� �� O
1 ucE OCCURS [�TM
12 GA Q- ON SLAB m9 SPACING (IN.) pOST SPACING (IN.) POST m5� U Z Lo
6.5' 0.73" 2I7° MSPLICEERE r acuas 6535S (2),(3) (SPAN) (1) TYPE (SPAN) (1) TYPE Q Q
MCUR I MERE 4.6" s0 GSD I 11'-9" t 8 11'-9" 26 Co Cn L6
z _ I II 0.070" 4.0° 0.065, .032" I O 13'-7" 5' 11,_9„ 20 B 11'-4" 28 G 5 m in o
.038' 0.075' II 3'0 TYR TYP. ALUM. JII. r 10,_9„ 18 10'_B„ 28 N
I r 11'-0" 6' 10'-9" 21 B 2.08° TIP. I I 2.04" 1 I rn
L________J F-3.0"--I F 10'-0" 19 10'-0" 28
Nk
9'-8' 7' 10'-0" 21 B 9'-B" 27 G 7'
° 2.93" 3.0• 3.0" .00" 9'-4" 19 9'-4" 26
3"SQ.x0.032"ALUM. BEAM J 8'-6" 8' g G 8' FESSI
9'-4" 22 9'-i" 26 QpSI OUq
A 6.5"ROLLFORM MAG BEAM n 4"I-BEAM � 4.5"MAG GUTTER @W/12 GA.STL, "U"CHANNEL ''^^' 20 B 8'-10" 27 G 9, �
ALUM.ALLOY ALUM.ALLOY ALUM.ALLOY ALUM.ALLOY ASTM A6535S v/ 7'-7 9 $'_t O" 22 8'-7" 26
6063�T6 6063-TB 606&T6 6D63T6 GRADE 50 GOD J
3 � 8'-6" 20 8'-6" 27 LD
(n 6'-9" 10' B'E" 23 B 8'-1" 27 G 10' w� S 5885 7k A
8- 1" 21 8'-1" 27
0.3fr
r-o.�s O 6,_T, 11' 8,_P, 23 �'' 7,_9„ 28 G uuM r 7'8" 21 7'8" 28 06>n 5-8" 12' 7,-6„ 24 C 7,_6„ 28 G 12' .OF �L1F�.
6.656" 7A" 8.o"
WIT .042" 6.5" .032" 6.5° 0.042" 06-23-16
TYR TIP, TYR TYR <i ATTACHEDSOLID FREESTANDING SOLID i
.375° = SPACING �� MAx.POST FTG. MIN. MAX.POST FTG. MIN. jo ON SLAB mi SPACING (IN.) POST SPACING (IN.) POST 25
I II I I I I_ M.(3) sA1) (;1 TYPE (SPANN) (1) TYPE DURALUM
--1.7s• I "� Tz.o•-I I---z.o I- -1-2.o"-I I CD 13,_7„ 5, 11,_B„1'-7" t2? B 11 0'-1o° 2zs G 5' IAPMO0195
I-3.0"
° N 1a-s" 1s to'-s" z7
7"I-BEAM I)DBL.2"x6.5"x0.042' DBL.2' 5"x0.032" 3"x6"x0.042"BEAM r 11'-4" 6' B G 6'
t�iL 10'-7" 22 t 0'-0" 28
F I ALUM.ALLOY3004-H36 `J ALUM.ALLOY3004H36 F� AL UM.ALLOY 3004-H36 AHJ APPROVAL
ALUM.ALLOY - OR EQUAL OR EQUAL OR EQUAL 1 9,_8„ T 10'-0" 20 B 10'-D" 27 G 7,
6063-T6 9'-10' 22 U 9'3" 28
5
(1--1 W/(1)„C"INSERT J 8,_6„ 8, 9'-0"9'-2" 223 B $,_8„ 227 G 8
V ALUM.ALLOY
6063-T6 25•
21 8'-10" 27
W/(2)"C"INSERTS � 7,_7„ 9' 8'-8" 23 B 8'-2" 28 G 9'
I I ALUM.ALLOY �a'w 21 8'-6" 27
SO63-T6 T=n OR ASTM 8,_9„ 10' 8'-3" 24 B 7'-9" 28 G 10' S
NOTE: 8.0" 7175" nsTw ORAOEss 8 2 11' 8' 1" 21 B 8'-1" 27 G 11' °M53 SS
WHERE'C'SPLICE OCCURS AS SHOWN IN cRSnoEsss css 8.0" O 7' 10' 24 7'6" 29
SPAN TABLES,IT SHALL BE INSTALLED THE 0.042' p
FULL LENGTH OF THE T'I-BEAM. Np G50 .042' r T S" 22 7'_8" 28
TYP. 5'-B" 12, 77" 25 C 7'-2" 30 G 12'
6 5
P.
625I L---Jl IL---Jli
REVISIONS `
�_4. �_ ¢ ATTACHEDSOLID FREESTANDING SOLID eua W,� wscRPtR
MAX 3.0 2.875• 3.0 MAX 3.1Y = MAX.COL. rt�- MHX p05T FIG. MIN. MAX.POST FTG. MIN. jo
SPACING ��
DBL.3"x8"x0.042"BEAM 3"x8"xO.042"BEAM DBL.3"x8"x0.042"BEAM - Q. ON SLAB eg SPACING (IN.) POST SPACING (IN.) POST
° (SPAN) TYPE SPAN TYPE
�1 �1 W/14 GA.STL.INSERT ��LW/DBL. 14 GA.STL. INSERT (2)•(3) ( (i) ( ) (1)
ALUM.ALLOY 3004-H36 M AS A653 GRADE 50 G60 U ASTM A653 GRADE 50 G60 20 p 11 7" 29
OR EQUAL 13W" 5' g G 5'
O 11'-2" 22 10'-6" 30
3"x8"x0.042"BEAM DBL.3"x8"x0.042"BEAM M 10'-9" 20 10'-7" 28 4siE JOB 161on i
FOOTNOTE: "SAMPLE" W/12 GA.STL. INSERT n�W/DBL. 12 GA. STL. INSERTDBL. 12 GA. STL. INSERT r' 1l-4 6 10'-2" 23 B 9'-7" 30 G 6'
l IV P DATE 062Y16 =
FIGURE INDICATES ASTM A653 GRADE 50 G60 ASTM A653 GRADE 50 G60 I 10'-0" 21 9'-9" 28
EXPOSURE B 9'-8" 7' B G 7'
NOTE:WHERE I2 AND 14 GA STEEL INSERTS 9'-6" 23 B'-1 U' 29
FIGURE INDICATES DRAWN By AT
EXPOSURE C OCCUR ALL BEI INSTA IN LLED
THEPAN TULLES, NOTSHOWN
NINTH 12 SPAN
ASTHEY INSERTS OCCUR AS9'-4" 21 9'-2" 27
THEY SHALL BE INSTALLED THE FULL LENGTH SHOWNIN THE SPAN TABLES,THEY SHALL BE INSTALLED J B'-6" 8' $'1O" 1 B 8'-3" 29 G B CHECKED GM `
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. OF THE 3'xB^BEAM. THE FULL LENGTH OF THE 3"K6"BEAM. (n 8'-10" 22 8'-8" 27 g
FOOTNOTES TO ALL SPAN TABLES: 7-7 9' 8-4- 24 B 7'-10' 29 G 9' BEAM TYPES FOR 4
3
1.FOOTING SHOWN REPRESENTS LENGTH OF 2.THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3.THE SLAB SHALL BE A MINIMUM 10'-0"WIDE BY THE (n 6'-S" 1 O' 8'-6" 22 B 8'-3" 28 G 10' ATTACHED &
EACH SIDE AND DEPTH OF CUBED FOOTING,SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN $-0" 25 7'-6" 30 i
WHERE SLAB OCCURS,CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25&30 Psf. 8'-1" 23 B 7'-10" 29 FREESTANDING
e MAY BE REDUCED BY 6"FOR FREESTANDING ONLY. BEAM.WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE O 6'-2" 11' 7'-7" 25 C 7,_2„ 31 G 11 SOLID COVERS 3
OCCUR AT 10&20 psf INSTALLATIONS,SEE TABLE 1,SHEET 47 FOR 9 V4"MINIMUM. r 7'-8" 23 7'-7" 29 ("1 i
MAXIMUM COLUMN SPACING ON EXISITNG SLAB. 5-8 12 7'-1" 25 C 6'-9" 31 G 12 J 14 a
14OF506HEFFS
A 9 C D E F G H I J
N
ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP.B&C
N � a,
MAG BEAM 4"I-BEAM �4.5"MAG GUTTER 3"SQ.ALUM.W/12 GA. �1 7"I-BEAM K H Q �
E STL."U"CHANNEL r U
O
ATTACHED SOLD FREESTANDING SOLD ATTACHED SOLID FREESTANDINGSOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLD rc
= SPACING MAX POST FIG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX-POST FTG. MIN. MAX.POST FfG. MIN. MAX.POST FTG. MIN. MA%.PDST FTG. MIN. MAX POST FFG. MIN. MAX•POST F G. MIN. MAX POST FTG. MIN. W
ON SLAB �� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.J POST SPACING (IN. POST SPACING (IN.) POST SPACING (IN.) POST SPACING �m O
(SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) ) UN.) POST SPACING (IN.) POST m U 0Lo
C ) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE F Q U
O — <
10'-4" 17 9'-6" 25 13'-7" 19 12'-0" 27 IT Y 19 12'-2" 27 13'-4" 19 12'-10" 27 23'-4" 22 21'-3" 31 z O 13'-7" 5' 0���� 19 B g'-2" 26 G 73'-7" 21 B 12'-1" 28 G 13'-3" 21 B 11'-9" 28 G 12'-3" 20 B 1'-10' 26 G 23'4" 25 E 20'-8" 33 G 5' MO �_ O
T 11'-3" 6' 9'-9" 18 8'-10" 24 12'-9" 19 11'-B" 26 12'-2" 19 11'-6" 26 12'-T' 19 11'-6" 26 22'-0" 23 20'-0" 30 N
9'-9" 20 B B'-8" 26 G 12'-9" 22 B 11'-4" 28 G 12'-2" 21 B 11'-2" 28 G 11'-3" 21 B 11'-0" 28 G 22'-0" 26 E 19'-6" 32 G 6�
9'-8" 7' 9-3- Is 121 B 8 6'8,_3�� 226 G 12'-2'-2' 223 B 11'-11'p 9" 227 G. 11�_'��1'-3" 222 B 10'-10i_7" 227 G 12'-0"0'-0" 221 B 11-D'D,_2' 227 G 20'-10'-10 227 E 19'_0"8'-7" 332 G 7'
J 8'-6" 8' 8'-10" 19 8'-2" 25 11'-8" 21 10'-7" 27 10'-7" fl -
4" 27 71'-6" 21 C 10'-6" 27 20'-1" 25 1g'-2" 31 ,
8'-10" 9 B -10" 25 G 11'-8" 23 C 10'-4" 27 G 10'-7" 10'-2" 27 G 9'-9" 22 B 9'-7" 27 G 20'-1" 28 E 17'-9" 31 G 6 ,�F ESSJ
7'-7" B'-7" 19 7'-9" 26 11'-1" 21 10'-2" 28 10'-0" -0" 27 11'-0" 21 C 10'-1" 28 19'-2" 25 17'-6" 32
LL
. 9' B'-7" 22 B 7'-7" 26 G 11'-1" 24 C 10'-O' 27 G 10'-D" 9'-7" 27 G 9'-2" 22 B 9'-0" 27 G 19'-2" 28 E 17'-1" 32 G 9'
a 8'3" 20 7'-7" 26 t0'-6" 22 9'-10" 28 9'-6" 6" 28 10'-4" 21 C 9'-9" 26 1T-3" 26 6'-10" 32 S 5885
6'-9" 10' 8'_3" 22 B 7'-4" 27 G 1 D'_6" 24 C 9'_T' 28 G 9'-6" 9'-2" 28 G 8'_9" 23 B 8'_7" 27 G 18'_3" 29 E 16'_6" 32 �..� 10'
6'-2" 11' 8'-0" 20 T-0" 27 10'-0" 22 29J" 29 g'-1" 11, 28 9'-10.. 22 9'-6" 29 1T-0" 26 16'4" 33 r O 8-0 23 B 7'-2" 28 G 10'-0" 25 �+ 28 G 9' 1" 8'-9., 28 G 8'-4"Q
C 8'-2" 28 G 17'-0" 29 E 16'-0" 33 H 11'5'8" 12 7'7" 21 c T-2" 27 g•-7" 22 29 g'-8" 8" 29 9'-6" 9'-2" 29 16'-B" 27 16'-0" 34T-7" 23 T_0" 26 G 9'-7" 25 E2y G V W8'-4" 28 G 8'_0" C T-10" 28 G i6'_8" 30 E 15'-7" 33 H 12' OF GAl-(F�
06-23-16
ATTACHED SOLID FREESTANDING ID ATEACHEDSOLID FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLD
MAX.COL. %F a
^ SPACING �o MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAKPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG.
1..1. pry S(qg m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN:) POST SPACING (IN,) POISr SPACMAX.POST
NG (N) POST SPACPING (IPJ GISTSPACING,N. FrG' MIN. MAKPOST FTG. MIN. MAX.POST FTG. MIN, r;p
C (2).IS) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAS) p) TYPE (SPAN) (1) TYPE (SPAN) ((1)) TYPE (SPAN POST ) (N)) TYPE (SPAN)POST SPACING (IN.)
TYPE POST F$'
G _ DURALUM
N T.
13'_7" S 0.3" 120 B 9-09-0" 228- G 13-13'-4" 1� B 12'-4'1'-8" 230 G 13'-t3,_1 122 12 1i'_6„ 23D G 13'-411'-2'tr 121 B 12'-211'-0' 229 23 23�_i,� 227 21 20'-1" 334 G
B G E H 5' IAPMO 0195
r 11'-4" 6' 91'9'9'-B" 121 B 8 108'-6" 227 G 12'-9"2'-8" 223 B 11' 1.
-8"1'-1" 229 G 12'-12'_0" 223 B 11'-g0'-10' 229 G 12'-670'_3" 222 B 11'-6JW_a 28 22'G 22'-2 24 E 2D'-0" 32 G 6,
21'-9" 28 19'_W 34 H
9,-8" 7' 9'-3" 2" 122 B 8'-6 6'-t" 227 G 12'-12'-0" 224 B 1 T-1 D'-6" 229 G 1 V-7 20 B 10'-7 27 G 11'7" 21 11'-0" 27 20'-1 25 E 19'-0" 32 G 7, AW APPROVAL
11'-1" 23 10'-3" 29 9'-6" 22 B 9'-3" 28 G 20'-B" 29 18'-0" 33 H
J 8'-6" 8' B'-10" 20 8-2 25 11'-8" 22 10'-7" 27 10'-7" 21 10'-4" 27 10'-1 21 10'-6" 27 20'-1" 26 18'-2" 31
s 8-9 23 B 7' 27 27 G 11'-6" 25 C 10'-1" 29 G 10'-4" 24 B 9'-9" 28 G B'-10 23 B 8'-8" 27 G 19'-9" 29 E 17'-0" 33 H 8
T-7" 9' 8'-7" 20 7'-9" 26 11'-11, 22 10'-2" 28 10'-0" 21 C 10'-0" 27 10'-0" 22 C 10'-1" 26 19'-2" 27 1T-6" 32
LL
8'-6" 23 B 7'-4" 28 G 0'-10' 25 C 9'-8" 28 G 9'-9" 24 B 9'-3" 26 G 8'-4" 23 B 8'-2" 28 G 18'-9" 30 E 16'-7" A 33 H 9
8'3' 21 7'-7" 26 10'-6" 23 9'-10" 28 g'-6" 22 9'6" 28 9'-g" 22 C g'-g" 28 18'-3" 27 6'-101, 32 a 6'-9" 10' 8'-2" 24 B 7'-2" 28 G 10'-3" 26 C 9'-4" 28 G 9'-3" 25 C 8'-9" 28 G 8'-0" 24 B 7'-9" 28 G E H 1 o'
1T-10' 31 16'-1" 32 I
6'-2" 11' 8'-0" 21 7'4' 27 10'-0" 23 9'-7" 29 9'-1" 2 9'-1" 28 9'-3" 22 C 26 17'4" 27 16'4" 33
O 7-9 24 B T-0" 29 G 9'-9" 26 C 9'-1" 29 G 8'-10" 25 C 8'4' 29 G T_6" 24 B 7'-F' 29 G 1r-r' 31 E 1s'-T' 33 H 11'
r 5'-8" 12' 7-77'-0t� 224 C 7 2'6'-9" 230 G 9,_7��9'�" 226 E 9J8'-9" 230 G 9 g8'-4" 225 C B.-all 29
230 G 8 1 6'-10" 224 C g 8'-107'-2" 230 G 16'-8" 28 E 16'-D" 34 H 12' i
164" 32 15'-1" 33 )
5 5
3
Y
> RENSIONG -
¢ ATTACHED SOLD FREESTANDING SOLID I ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLD ATlgCHED SOLD FREESTANDING SOLO ATTACHED SOLO FREESTANDING SOLID wren
MAX-COL ¢F
SPACING S❑ MAX.POST FIG. MIN. MAX.POST FIG. MIN. MAKPOST FIG. MIN. MAKPOST FTG, MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAKPOST FTG. MIN. MAKPOST PTG. MIN. MAXPOST FIG. MIN. MAX.POST FTG. MIN.
Q,- ON SLABS SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING UN. POST SPACING
(p),(3) t, (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) TYPE ) UN.) POST SPACING (IN.) POST m3 5
" (1) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE ;
10'-4" 19 9'-3" 28 13'-7" 21 12'-2" 30 13'3" 21 12'0" 29 12'-6" 20 12'- " 29 23'-0" 25 20'-1 34 H
O 13'-7" 5 10'-D" 21 B B'-8" 29 G 13'-1" 23 B 11'-4" 31 G 12'-7" 23 B 11'-2" 31 G 10'-T 22 B 10'-1' 30 G 22'-6" 28 E 19'-7" 36 J 5
r 11'11" 6' 20 B 8'-s" 27 G 12'-g" 22 B 11'-6" 29 G 1z'-2" 21 B 11'_3" 29 G 11•-4" 21 B 11'-3" 29 G 22'-0" 26 E 19'-8" 34 H 6, asrELJose 1s1or1
9'-6" 22 8'-2" 28 12'11" 24 10'-B" 30 11'-6" 24 10'-7" 30 9'4' 22 9'-2" 29 21L2" 29 78'-4" 35 1
r I 8,_8" 7, 9-3' 2 t ': J2 1 0 ' - DATE u"s
23B 230 2 10' 2 20'-Z2 3 H9'-0" -- 3 7-6D_230 D-B 24 D G 7 23 B -87 29 G o�_2� 30 E 35I7,
J 8'-6" 8' 8'10" 21 8'-0" 26 11'-B" 23 10'-6" 28 10'-7" 22 10 Y 26 10'-0" 22 9'-10" 28 20'-1" 27 18'-0" 33 DRAWN V AT
8'-7" 24 B T-0" 26 G 11'-1" 26 C 9'-9" 30 G 10'-0" 25 B 9'-4" 29 G B'-2" 23 B 8'-0" 28 G 19'-2" 31 E 16'-9" 34 H 8 cxscXm GN
T-7" 9' 8'-7' m
27 11'-1" 23 10'-1" 28 10'-D" 23 B 9'-9" 28 9'-4" 22 9'-4" 28 19'-2" 28 17'-3" 32
e'-3" za B zs G 1o's" zs C s'4" 2s G s'�" zs c s'-1p" 2s G Ta" za B 57- 2s G 16'-r' 31 E is'a^ 34 H 9 SOLID COVERS ATTACHED
8-0T-10" 25230 G 10'g'-10" 227 C g 89'-1" 230 G 9 6'8'-6" 225 C g 38'-1" 230 G 8'10T-0" 224 B 8 1 T-2" 230 G 18'-17'-2" 232 E 16 85'-7" 334 H 19' & FREESTANDING BEAM
fn 6,_y„ 10, B
B'0" 23 B 7'-3" 29 10'-D" 24 C 9'-4" 29 9'-1" 24 8'-10" 29 8'-6" 23 C g'-6" 29 lr-4" 29 16'-2" 33 H SPANS, 10 PSF L.L,
E O 7'-6" 25 C 6'-9" 31 G 9-6.. 27 E 8'-9" 31 G 7'-g" 25 C 7'-4" 31 G 6'-4" 24 B 6'_10. 31 G 16'-4" 33 E 15'-1" 33 I 71 110-130 MPH i
5$ 12' 7'-7"7'-1" 225 C 7-1 6'-7" 231 G 9 9'-1" 228 E 9 28,�„ 231 G 8 BT_1. 225 Ci 8 66'-9" 231 G 8,_2��5'-s" 224 C B 8_16'-T' 231 G 16'-8'S g" 333 E 15'-8'4-8" 333 H I 12� �9
S H - 15 i
ISO SD SHEETS `
A B C C E F G H J
2 C4
o
ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C N m L 7
7"I-BEAM 7"I-BEAM K W m `o
W/(1)"C"INSERT W/(2j"C"INSERTS �DBL.2"x6.5'k0.042" DBL.ZX6.5'x0.032" OR K 3"x8"x0.042"BEAM C,R ? U oli
`moo
_ ATTACHED SOLID FREESTANDINGSOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ' W IL
SPACING Sa MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAXPOST MAXPOST FTG. MIN. MAX-PO POST FTG. MIN. jo W
EL ONSLAB mg SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m U Lo
C (2),(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2'xe 5xLLo92' FBRFAMXB" (1) TYPE FOR DBL FOR 3X8" TYPE F� ¢ O ,
C 2'S"llD. BEAM (1) r-
z 13'7" 5' 26'-9" 23 24'4' 32 G 29'-6" 24 26'-1 33 H 16'-0" 20 16'-0" 29 13'-2" 13'-8" 19 13'-2" 13'-8" 27 co fn �
O 26'-9" 26 E 23'-8" 34 H 29'-6" 27 E 26'-Z' 35 I 16'-D" 22 B 15'-3" 30 G 12'-7" 2'-10" 21 B 12'-3" 12'-7' 29 G 5 C> CO o
T 11'-4" 6' 25'.3" 24 23'-0" 31 G 27'-9" 25 25'-3" 3 G 14'-7" 20 14'-7" 28 12'-1" 12'-6" 19 12'-1" 12'-6" 27 ' C.0
c+7
5'-3" 27 E 22'-4" 33 H 27iq., 28 E 24'-7" 34 H 14'-7" 23 B 14'-0" 29 G 11'-6" 1'-9" 21 B 11'-2" 11'-6" 28 G 6'
1 9'-8" T 24' 24'-0" 228 E 21'-9" 32 G 26'-4" 26 E 24•-0" 32 H 13'-6" 21 G. 13'-6" 28 G 11'-2" 11'-T' 20 B 11'-2" 11'-7" 27 G 7, �
Z1'-3" 33 H 26'-4" 29 23'-4" 34 13'-6" 23 13'-0" 29 0'-8" 0'-10" 22 10'-4" 10'-8" 27
J 8'-6" 8' 23'-0" 26 20'-1 32 25'-3" 27 23'-0" 33 12'-8" 21 12'-8" 28 10'-6" 10'-10" 20 10'-6" 1p'-1 27
23'-0" 29 E 20---Y 32 H 25'-3" 30 E 22'-4" 33 H 12'-B" 24 C' 122" 28 G W'-0" 10'-2" 22 B 9'-9" 10'-0" 27 G 8' Esslgyy�.
7' 7" 9' 22'-1" " 27 20' 1" 33 24'-3" 27 22'-1" 34 H 12'-0" 22 12'-0" 29 9'-10" 1D'-2" 21 C 9'-10" 10'-2" 27 K
2-1 30 E 19'-7" 33 H 24'-3" 31 E 21'-7" 34 1 12';U" 24 C 11'-6" 29 G 9'-4" 9'-6" 23 B 9'-2" 9'�" 27 G 9,
3 co
U) 6'_9" 10' 21'-4" 27 19'-0" 34 23'-6" 28 21'-4" 35 11'-0" 22 11'-41, 29 9'-4" 9'-2" 2 9'-4" 9'-2" 28
a 21'-0" 31 E 18'-10 33 H 23'-6" 32 E 20•_9" 34 11'-4" 25 C 0'-1 D" 29 G 9'-D" 9'-2" 23 C 8'-9" 8'-6" 27 G 10' u� S5885
6'-2" 11, 20'-8" 28 18'-9" 34 22'-9" 29 20'-8" 35 1'0'-10" 22 10'-1 30 9'-0" 8'-4" 21 9'-0" 8'-4" 28
O 20'-6" 31 E 18'-3" 34 22'-9" 32 E 20'-2" 35 0'-10" 25 E 10'jt" 2g G. 8' 8'-4" 23 C 8'-0" T 8" 28 G 11
a- 5,_8„ 12' 20'-120'-1" 232 E 16'-31'7 9" 335 I 22'-22,_7" 233 E 20'-1"9 T 335 ,f 10'-410'_4" 226 E 1p'-4"o'-p" 330 G 8 T8,_Z„ 7-8T-B" 223 C 8-TB'-0" 7$T-1" 226 G 12' & -
OF GAl\F
M 06-23-16
x
ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTA CHED SOLID FREESTANDING SOL/D ATTACHED SOL/D FREESTANDING SOLID rc
r ax
SPACING
So MAX.POST FTG. IN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX-POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST MAX.POST FTG. MIN. MA)LPOST MAXPOST FTG. MIN. So
0- ONSLAB m� SPACING (IN.) POST SPACING (IN.) PDST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN,) POST SPACING SPACING (IN.) POST m-
12),(3) (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) T`.'P� (SPAN TYPE SPM TYPc FORDBL. FOR3XS" 1 TYPE FOR DBL FOR3x TYPE r
- ) (1) ( ) (i) -2M+.SXp,pJr BEAM ( ) 2 3XD.w• BEAM (1) DURALUM
13'-7" 5' 26'-9" 24 24'-4" 34 H 29'-6" 25 26'-1 35 I 16'-0" 20 16'-0" 30 13'-2" 13'-8" 20 13'-2" 13'-8" 29
O 6-6" 28 E_ 23'-1" 36 I 29'-2" 29 E 25'-0" 0u K 14'-10 22 B 14'-7" 31 G 12'-7" 1'8" 21 B 12'-3" 11'-6" 30 G 5' IAPM00195
" r 11'11" g' 25'-3" 25 E 23'-0" 33 H 27'-9" 26 25'-0" 34 H 14'-7" 20 14'-7" 29 12'-1" 12'-6" 20 12'-1" 12'-6" 28
4'-10' 29 21'-9" 35 I 27'-6" 30 E 23'_10 36 K IT 8" 23 B 13'-V 31 G 11'-s" 0'-B" 22 B 11'-2" 1o•-s" 29 G s'
1 9'-B" 7' 24'-23',8" 230 E 21'-9" 33 H 26'•4" 27 E 24'-0" 34 H 13'-6" 21 13'-6" 29 11,-2" 11'-7" 21 B 11'_2" 11'-7" 28 G 7, AHJ APPRWAL
20'-8" 34 I 26'-1" 31 22'-9" 35 I 12'-8" 23 C 12'-4" 30 G 10'-B" 0'-0" 23 10'-4" 9'-8' 28
_l 8'-6" 8' 23'-0" 27 20'-1 " 32 25'-3" 28 23'-0" 33 H 12'-8" 21 12'�" 28 10'-6" 0'-1 " 21 10'-6" 10'-1 " 27
3 22'-B" 31 E 19'-9" 34 H 25'-0" 32 E 2P-9" 35 1 11'-10 24 C 11'-r 30 G 1p'-D" 9'-3" 23 B 9'-9" 9'-1" 28 G 6
7' 7" 9' 22'-1" 28 20'-1" 33 24'-3" 29 22'-1" 34 H 12'-0" 22 12'-0" 29 g'-10" 1p'-2" 22 C 9'-10" 10'-2" 28
21'-9" 32 E 19'-0" 34 H 24'-0" 33 E 21'-0" 35 I 11'-2" 24 C 11'-0" 29 G 9'-4" 1ILT 23 B 9'-2" 8'-7" 26 G 9
(n 6'-9" 10' 211 21'-1"41 232 E 19'-4" 34 H 23'-6" 29 E 21'-4" 35 I 11'-4" 22 C 1l'-4" 29 G. 9'-0" 9'-2" _ 22 C 9'-4" 47'8"
10' _
a 18'-4" 33 I 23'-2" 33 20'-2" 34 10'-B" 25 10'-0" 29 . 24 B ,-9'
6'-2" 11, 20'-8" 29 18'-9" 34 22'-9" 30 20'-8" 35 I 1D'-1 22 10'-1 30 9'-p" 8'-4" 22 9'-0"
O 2D'-0 33 E 17'-9" 34 22'-6" 34 E 19'-7" 35 J 10'-2" 25 E 9'-10" 2B G B'-7" 8'-0" 24 C 8'�}" 11 0
t 5'-8" 12' 20'-19 10 334 E 18'-17-3 334 22'-1" 31 E 20' 1" 36 J 1 D'-0" 23 E 10'-4" 30 8'-7" 7'-8" 22 G+ 8'-7"21'-10' 35 19'-1" 35 9'-9" 26 9'-6" 30 G 8'-2" T4" 24 8-0" y
6 f
PEYIBbNS 5!:
ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOUO ATTACHED SOLID FREESTANDING SOLID
= SPACING Sa MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FfG. MIN. MAX.POST FTG. MIN. MgX.POST FTG. MIN. MAXPOST MAXPOST FTG. MIN. MAXPOST MAXPOST FTG.
I1 ON SLAB m9 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN. POST SPACING IN. POST SPACING SPACING SPACING SPACING MIN. $o
(2),(3) r (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) ) TYPE ( ) (IN.) POST ( POST m�
FOR DBL FOR 3W FOR DBL. FOR 3XB" 22 ;i
AN) (1) (SPAN) (1) TYPE 2XS.SX0.D32 BEAM (1) TYPE 2XS.SW BEAM (1) TYPE Fes-
26'-g" 26 24'-0" 35 1 29'-6" 27 26'4" 36 16'-0" 22 15'-7" 32 13'-2" 13'-1" 20 13'-2" 13'-0" 27
C 13'-7" 5' 25'-9" 29 E 22'-4" 37 K 28'-0" 30 E 24,-8" 38 K 13'-8" 24 B 13'-4" 32 G 12'-7" 0'-9" 22 B 12'-3" 10'-7" 29 G 5'
M 25'-3" 27 22'-7" 35 1 2T-9" 28 24'-1. 36 1 14'-7" 22 14'-3" 31 12'1" 12'-0" 21 12'1" 1'-10" 27 9SIELJDBf W071
r 11'-4" 6' 24'-3" 3D E 21'-1" 37 K 26'-0" 31 E 23'-3" 37 K 12'-7" 24 B 12'-3" 32 G 11'-6" '-10" 23 B 11'-2" 9'-8" 28 G 6'
7 1 9-0,. 7, 24'-23 1 231 E 21' 20'-1" 336 H K 26 25'-6" 232 E 23'-22,_1,� 337 I K 13-6 1-8" 225 C 13,_'��1,�„ 331 G 11'-7"0'-B" 71-19'-2" 223 B 11'-2"0,��� 11-19•-0„ 227 G 7' GATe
_ GRAwH BY AT
,..I 8'$" 8' 23'22'-1" 232 E 20'-�'9 2 336 H I 25 24'-4" 333 E 22'-B2t_2 337 I K 12 80'-10 226 C' 72'1"D'-8" 330 G 10'-60'-0" 10 8'-7" 224 B 10'-69 9 t0'8'-0" 227 G 8'
CHECKED GM 1
Lj_ 7L7" 9' 21'_3„ 233 E 19'-98-0' 335 H I 24 23'-0" 334 E 21' 20'A" 336 1 K 12 0 0'-3" 226 Ci 11'-8"0'-1" 230 G 9. 101,9,�, g'8-1" 224 C B 9'-109'-Z" g-0T-10" Z27 G 9' SOLID COVERS ATTACHED
U) V-9" 10, 21'-4" 30 19'-1" 34 H 23'-6" 31 21'-1" 34 I 11'-4" 25 11'-1" 29 9'-4" 9'-2" 23 9'-0" 8'-9" q28
t
a 2D'-7" 34 E 1T-1 D' 35 I 22'-B" 35 E 19'-8" 36 J 9'-9" 27 C 9'-7" 30 G 9'-0" 7'-8" 25 Ci 8'-0" T-2" G 10' & FREESTANDING BEAM
20'-8" 31 18'-6" 34 1 22'-9" 32 20'-4" 35 1 10'-1 25 10'7" 29 9'-D" 8'-4" 23 9'-0" 8'-0" SPANS, 10PSF I L.
O 6'-2' 11' 9'-10' 35 E 17L3" 35 J 22'-0•' 36 E 19'-1" 36 J 9'-4" 27 E 9'-2" 31 G 8'-7" '-0" 25 �' 8'-0" 6'-T' G 11' 110-130 MPH i
5,_8„ 12' 20'-1'9'-3" 335 E 18'-0'6'-9" 334 I J 22 21'-3„ 337 E 19'_s"8'-6" 335 J 10'-49'-D" 227 E 10'-26'-9" 331 H G 8 78'-2" 7-8'-10" 225 C B-77,�„ 7�6,-0„ 228 G 12
SH - 16 r
180E SB BHEETS