PMT16-02050 City of Menifee Permit No.: PMT16-02050
29714 HAUN RD.
<ACCEL/? MENIFEE, CA 92586 Type: Residential Addition
MENIFEE Date Issued:
06I29I2016
P E R M
Site Address: 29557 LIGHT SHORE CV, MENIFEE, CA Parcel Number: 333-560-034
92585 - Construction Cost: $5,507.00
Existing use: 1 &2 Family Residence Proposed use:
Description of INSTALL 548 SO FT SOLID ALLIMAWOOD PATIO COVER W/ELECTRICAL 2 FANS,4 LIGHTS, 2
Work: SWITCHES
Owner Contractor
DEREK&SHOBAN PALMER SHADEMAKER PATIO COVERS INC
29557 LIGHT SHORE CV 2625 VINE STREET
MENIFEE, CA 92585 NORCO, CA 92860
Applicant Phone: 9512800040
TANYA MORAN License Number:881600
SHADEMAKER PATIO COVERS INC
2625 VINE STREET
NORCO, CA 92860
Fee Description Qyt Amount lSl
Receptacle, Switch, Outlet&Fixture 8 151.00
Building Permit Issuance 1 27.00
Deck/Patio, non-standard 1 133.00
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 1.00
General Plan Maintenance Fee-Building 1 6.65
General Plan Maintenance Fee-Electrical 1 7.55
$327.20
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six
months after issuance.or where the work commenced is suspended or abandoned for six months..shall expire,and fees paid shall be
forfeited.
AA_Bldg_Permit Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
with a licensed contractor(s)pursuant to the Contractors State License Law).
I hereby affirm under penalty of perjurythat I am under provisions of
Chapter9(commencing With section 7000)of Division 3 of the Business and °I am exempt from licensure under the Contractors State License taw for
Professions Code and my license is in full force and effect. the following reason:
License Class p 0_i . (f 1 b License No. By my signature below I acknowledge that,except far my personal residence
Expires Signature 1 a ..-. r V-V 0_� in which I must have resided for at least one year prior to completion of
improvements covered by this permit.I cannot legally sell a structure that 1
WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by
o I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when
compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website:
by Section 3700 of the Labor Code,for the performance of work for which www.leeinfo.ca.eov/caiaw.html.
this permit is issued.
Policy# 'AT Date
PROPERTY OWNER OR AUTHORIZED AGENT
o I have and will maintain workers compensation insurance,as required by
section 3700 of the Labor Code,for the performance of the work for which o By my signature below I certify to each of the following:I am the property
this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this
number are: application and the information I have provided is correct.I agree to comply
with all applicable city and county ordinances and state laws relating to
Carrier l �� P �< <� building construction.I authorize representatives of this city or county to
Policy#( A)I r- 3:2 1 _11r)T x ires enter the above identified property for inspection purposes.
(This section need not to he completed is the permit is for one-hundred Date
dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENTjq
I—
o I certify that in the performance of the work for which this permit is issued, n3�o1
I shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE#
workers compensation laws of California,and agree that if I should become AZARDOUS MATERIAL DECLARATION
subject to the workers compensation provisions of Section 3700 of the Labor
Code,I shall forthwith comply with those provisions. Will the applicant or future building occupant handle hazardous material or a
mixture containing a hazardous material equal to or greater that the
Applicant _ (/-)^ Date amounts specified on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes �fo
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQM D)?See permitting checklist
IN SECTION 37060E THE LABOR[ODE,INTEREST,AND ATTORNEYS FEES for guidelines_
CONSTRUCTION LENDING AGENCY oYes Ybdl
I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the
lending agency for the performance of the work which this permit is Issued outer bo ndary of a school?
(Section 3097 Civil Code) °Y� l/
OWNER BUILDER DECLARATIONS I have read the Hazardous Material information Guide and the SCAQMD
I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of
California Health&Safety Code,Section 25505 and 25534 concerning
Contractors License Law for the reason(s)indicated below by the azardous material reporting.
checkmark(s)I have placed next to the applicable Item(s)(Section 7031.5 �Nu
Business and Professions Code).Any city or county that requires a permit to U e 1:2 !2 9- ( 1
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OW ER DAGENT
issuance,also requires the applicant forthe permit to file a signed statement
that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING(RRP)
License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with
an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This Includes rental property owners and property
than($500). - managers who do the paint-disturbing workthemselves or through their
❑I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.eoa.eov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323).
Code,The Contractors State License Law does not apply to an owner of a o An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or improves the
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of Firm Certification No:
completion,the Owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale. ❑No EPA Lead-Safe Certified Firm is required for this project bemuse:
o I,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION
- 'Aenifee
DATE L Q ' 01 G X Ifi PERMIT/PLAN CHECK NUMBER Opm—f'to - OUv
`
TYPE: O COMMERCIAL 4ESIDENTIAL O MULTI-FAMILY O MOBILE HOME O POOL/SPA O SIGN
SUBTYPE: O ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL
O NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK LA
PROJECTADDRESS �rq��2� �,..�lr �� S �2E C�Jjr_ y
ASSESSOR'S PARCEL NUMBER 33/ O�O�✓'1 LOT jaj TRACT -/410'?%
OWNER NAME Q E'er - N -jAQibAA PPiL WL
ADDRESS 6 pk rV\ C-
PHONE Qom\ • EMAIL
APPLICANT NAME V.�f {�, 11 pAQ%QLgtS
ADDRESS a\c a5 �! \L.1 E S'i N aP-c.o q 2.4;b N
PHONE q%j\ • A \ - 1O, EMAIL
CONTRACTOR'S NAME % �e_Aj OWNER BUILDER? O YES O
BUSINESS NAME 5\4 e s.vA e_ -rxn C/aJnaiaLi -L-L <,
ADDRESS away E 2jT �aQ.<--z g2ta, Y--o
PHONE qS\ , ;t ba ^ Co`4 0 EMAIL
CONTRACTOR'S STATE LIC NUMBER 4b%\ ,a O 4 LICENSE CLASSIFICATION 1bu 3 1 e \
VALUATION$ 5 r5 vl SO FT 65 L SO FT
APPLICANT'S SIGNATURE Z14 �� DATE
DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICfySE NUMBER
BUILDING PLANNING ENGINEERING FIRE I GREEN I SMIP ✓�
INVOICE •� PAIDAMOUNT
AMOUNT OCASH OCHECK# OCREDITCARD VISA/MC
PLAN CHECK FEES PAID AMOUNT O CASH O CHECK# O CREDITCARD VISA/MC
OWNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER O YES O NO
City of Menifee Building&Safety Department 29714 Houn Rd. Menifee, CA 92586 951-672-67 77
www.cityofinenifee.us Inspection Request Line 951-246-6213
9
ii LEDGER & TRACK
I INSPECTION REQUIRED
94�
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FT% .No, E R , � ttl Y Stet earl
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ICity of Menifee I
Building & Safety Dept.
` !i JUN 2 9 2016
Cl1 OF MENIFEE ___
MIMING AND SAFETY DEPARTMENT --�ReC@IV@d / i
I PL' N APPROVAL 4 ('
IREVIEWED BY DATE
I *Approval of these plans shall not be construed to be a permit for,or an
iapproval of,any violation of any provisions of the federal,state or city !
i regulations and ordinances. This set of approved plans must be kept on the
jobsite until completion. i
�I
I
1—
A 3 C U E F G H I J
LEDGER & TRACK O
N
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS INC. INSPECTION REQUIRED CD
N QD LI]
GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE: LU m co F �
GOVERNING CODES: RESIDENTIAL APPLICATIONS-CRC AND IRC APPENDIX H.CBC AND IBC CHAPTER 16,CBC8 CBC/IBC EQUIVALENT CRCIIRC U rn
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE IBC APPENDIX CHAPTER I. WIND SPEED (�{�2012/2015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES,2013 CALIFORNIA BUILDING AND ROOF LIVEAND SNOW LOA05:10,20,25,30,q0&50 psT.(SNOW LOADS AT GROUND WIND SPEED p X
RESIDENTIAL CODES,ASCFJSEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES LEVEL 25.30.49 A 50 p o 85 MPH ' W_ L<L.
ANDTHE 2015 ALUMINUM DESIGN MANUAL-ADM.COLUMNS BEARING ON CONCRETESLAS IS IN COMMERCIALAPPU 110 MPHCATIONS-CBCAND IBC CHAPTER I6. _
ACCORDANCE WITH 201=151RC AND 2013 CRC SECTION AH105.2 FOR 10 pORESIDENTAL CONSTRUCTION ROOF LIVE AND SNOW LOADS.20.25,30,40&SO psf.(SNOW LOADS AT GROUND LEVEL 93 MPH o
U >
ANDACI 318-14 FOR 20,25 AND 30 psT RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 25.30,40&50 pen 120 MPH Q z C>
DRAWING NOTES: ADDITIONAL DESIGN REQUIREMENTS: 130 MPH 101 MPH C:, r,
2.ALL ITEMS PERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE;. m U)
2 ETC.) SHALL BE CIRCLED AND CLEARLY[DEN TIFIED. 1.TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. SEE CONVERSION METHOD,THIS PAGE, �_ o
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAMEAND ADDRESS OF THE 1'-O
MANUFACTURER DESIGN LOADS AND ENCLOSABIUTY. 2 BASIC WINO SPEEDS:110,120,130 MPH.EXPOSURES C. FOR APPLICATION AND USE. N
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY:I1,11.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE,UNLESS OTHERWISE ` V'
ANDDO 4. SEISMIC DESIGN PAR:IErERS:POUNDS UNEP.R FOOT PER WIDTH OF COVER W
AND DI ECT THE WORK AND
THE ME SOLELYTHOD OF CONSTRUCTION. ALLYHE O CONSTRRACTOR UCTION
MEANS,
EAN ,ALL METEERVISE S.SSITE CLASS:D PARAMETERS: SITE DESIGN PARAMETERS:
TECHNIQUES,
THE SEQUENCES
DBHALLeEDURES.RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, SITE CVRSS:D
TECHNIQUES,SEQUENCES AND PROCEDURES. SEISMIC DESIGN CATEGORY:D SITEADDRESS:
S.THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE MAPPED SPECTRAL RESPONSE COEFFICIENTS S.=I.W,S,=O.B,S�=1.0.Se 0.50
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.THERE RESPONSE MODIFICATION FACTOR,R:125
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED 6. RESPONSE
K
CHANGE STANDI ER A BUILDING HEIGHT OF MAIN STRUCTURE(MEAN ROOF HEIGHT):20'
S. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL S.LEAST BUILDING WIDTH OF MAW STRUCURE:30'
7.ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM.NATURAL,UNDISTURBED SOIL OR CERTIFIED FILL C.MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING:IVX 10' S5S85 'S.ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
12 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9. A MAXIMUM COLUMN LOAD OF750 POUNDS IS PERMITTED FOR ATTACHED 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 APPUCATONS 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-USTEO
11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. EVALUATION REPORT.ATAMINIMUM,SUBMISSION FORA BUILDING PERMIT MUST INCLUDE THE ROOF/SNOW LOAD: OF CAUE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: ,I
DESIGN CONSIDERATIONS: A TITLE SHEET AND GENERAL NOTES O6'Z3'16
11.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:1141NCH PER FOOT. B.STRUCTURAL CONFIGURATION I.e..SOLID OR LATTICE ROOF,FREESTANDING OR ATTACHED).
12.MINIMUM COVER PROJECTION IS 101. C.BASED ON THE REQUIRED DESIGN LOADS,SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
13.MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET.WHERE COVER IS ATTACHED TO THE TABLES.
EXISTING OVERHANG. D.TYPE OF HEADER,POSTTYPE&QUANTITY.FOOTING SIZE(WHERE REQUIRED)BASED ON THE STRUCTURAL
14.COVERS ARE DESIGNATED'RIDGED BUILDINGS'AS DEFINED IN ASCFJSEI 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. DURALUM �r
ASCFJSEI T. F.OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING ENGINEERING FIRM
10.THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRUCTURES,"IN - -JURISDICTION. - - IAPMO 0195 _
ACCORDANCE WITH ASCEISEI 7.
17.THE RATIO(HIP),COVER MEAN ROOF HEIGHT(H.FF.)DIVIDED BY THE COVER PROJECTION OR WIDTH[P•FT), SHEET INDEX'
SHALL NOT EXCEED ONE(1), STRUCTURAL ENGINEERING 18.THE RATIO(UP).COVER LENGTH(L,Fr.)DIVIDED BY THE COVER PROJECTION OR WIDTH IF,FT),SHALL NOT SHEET# SHEET TITLE/DESCRIPTION :r!Jlapaov:.L
BE LESS THAN ONE(1). 26030 ACEROSUITE200 PHONE(949)305-1150
........T-0 ..........TITLESHEET,DESIGN LOADS,GENERAL NOTES NI 1 NVUO.CAP2691 PAM- (949)305-142e o �4
MATERIAL SPECIFICATIONS:
19.BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. SH-1.............SOLID PANEL STRUCTURES STRUCNRAL ENGINEER
20.ALTERNATEALUMINUM ALLOYS MAY BE SUBSTITUTED FORTHOSE SHOWN,PROVIDED THEY ARE REGISTERED SH-2............OPEN LATTICE STRUCTURES OF RECORM DUSON K ROSEPINKSE WS
WITH THEALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. SH-3.............PANEL SPANS TRI-V,W-PANEL PAN po9iio9cONTACT: ANTHONY TRAN
21.CONCRETE SHALL HAVEA MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22.DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT.DESIGN LATERAL SOIL BEARING SH-4............MINIMUM FASTENERS ;
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH,(EQUALS IDDPSF/FTx2 PER SH-5-6.........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL&PATIOS 3
TABLE 18062 ANDSTEEL
SECTION MEMBERS SHALL
SH-7............HEADER BEAM TYPES,COLUMN/POST TYPES 23.EMBEDDEDMEMBERS
HALL HOT-DIPPED GALVANIZED,IZE GRADE 50
CONFORM TO A500 GRADE D. City of Menifee
ROLL-FORMED STEEL MEMBERS SHALL CONFORM TOA653SBGRAOESOG60. SH-8............EXISTING EAVE CONNECTION DETAILS Building & Safety Dept.
24.EASTERNERS:ALUMINUM BOLTS SHALL BE 2024-T4;STEEL BOLTS SHALL BE ASTM Al LBOLTS SHALL SH-9............HANGER CHANNELS AND MOUNTING BRACKETS
HAVE STANDARD-CUT PLATED WASHERS.WOOD AND LAG SCREWS ARE REQUIREI rkr"OflbAf N I F E E SH-ID POST SURFACE MOUNTAND FOOTING EMBEDMENT DETAILS
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. . @
6 25.THE POST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SFy�1��� P IJ TR NGTIE H-11 LATERAL FORCE RESISTING SYSTEM/MIN.NUMBER OFREQ.COLUMNS JUN 29 2016 @
26.ALL SCREWS OVARE SELF DRILLING(SDS)OR SHEET METAL SCREWS ISMS)IN CONFpji l f�l -r RD SAFETIM DIE'PA�:"FI nOST&LATTICE TUBE TO RAFTER CONNECTION DETAILS aEYlswNs
19780R APPROVED EQUAL wTE oPUArnoR 27.THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SryTEp 7q �q�I, SH-13..........HOWTO ETERMINE TRIBUTARY WIDTH&FAN BEAM DETAILS Received R
RESIDENTIAL ATTACHED PATIO COVERS ONLY(10 AND 20 PSF). fL IM HY (,/yAL SH-14..........BEAM TYPES FOR ATTACHED&FREESTANDING SOLID COVERS �
28.SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
EXCEPTION 2. SH-15-17.....SOLID COVERSATTACHED&FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH 1
-18-20.....SOLID C VERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L,110-130 MPH EE44 �r
WIND SPEED CONVERSION TABLE: ,c,c���� FF,,AA''��nn 1-2 .....S ED&FREESTANDING BEAM SPANS,25 PSF S.L. 110-130 MPH -
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ONrfff'PvT l�'C''' BY - .....S ED&FREESTANDING BEAM SPANS,30 PSF S.L,110-130 MPH
_ FOR USE WITH THE CRCIIRC,DIVIDE THE REQUIRED CRC/IRC WIND H- ..... �tTTACHED&FREESTANDING BEAM SPANS,40 PSF S.L,110-130 MPH 4sTEtJD6o 1&1m1
SPEED BY 0.6 SH-31-33.....SOLID CO 6TTACHED&FREESTANDING BEAM SPANS,50 PSF S.L, 110-130 MPH DATE
EXAMPLE:CRCIIRC WIND SPEED IS 85 MPH.THE COVER CO[ STRU�TION SH-34-36.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,10 PSF L.L,110-130 MPH
SHALL BE BASED ON 85 MPH=110 MPH. ppTOVa 0 tthle5e plans shall not be c0$mkfn) 311 1e'a I '{ �Oj,9;,�RS ATTACHED&FREESTANDING BEAM SPANS,20 PSF LL,110-130 MPH DRAWN BY AT j
0.6 apOrOVal of,any violation of any provisiSH o -4Qde I RS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L, 110-130 MPH CHEO(ED ON
1
- LC....fZASNIE 'dt7VERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L, 110-130 MPH
regulations and ordinances. This set of g#M aps.hjb4t J REEF S ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L,110-130 MPH y
WHERE SNOW LOADS OCCUR,IT IS THE REPONSIBILITY OF SH-45-46.....LATTICOVE�RS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L, 110-130 MPH SOLID PANEL
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL f'Untll conlplet'On.
SH-47..........INSULATED ROOF PANEL ATTACHMENT DETAILS STRUCTURES
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SH-4B..........SNOW DRIFT DESIGN
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 ^H - O 1
A B c 0 E F G R fUR
I ' O
O d
,- SOLID PANEL STRUCTURES N N o
ROOF ROOF LLI Q rn
/ OVERHANG, ATTACHMENT OVERHANG, I-
ATTACHMENT SEE DETAIL A.B&C, OR WOOD,OR c U rn
OR WOOD,OR (f (n
ROOF PANEL SEE TABLESSHEET�4 FOR ROOF SEE DETAILSHEETB Alvo S/{,q OF STRUC WANL SEES ROOF SHEET4 FOR ROOF PANEL SEE TABLES SHEETS ANp Sit OF V STRUCTU WALL SEE O O
PANEL YPOERN BEAM.ATTACHMENT TOrHE pNRp�BC�ONSTiq VARIES SHEETS PANEL N ER BEAM.ATTACHMENT MIN.0.25"SLOPE PER FT. THE pRp�T�SS�jAA/V SHEETS ¢ Z �
0. SPAN ��\ 0. o 0 Ln
2 "0. ."NOT TO EXCEED 25% "O.H."NOT TO EXCEED 25% O �_ O
OF ROOF PANEL OF ROOF PANEL I' N
ALLOWABLE SPAN ALLOWABLE SPAN ` .a.
/�
SEE DETAIL 11,SHEET 72�/ SEE DETAIL 11,SHEET 12�
FOR NO BRTORY SPLICE.EAM SPLICE AT pOMSpAN/ BEAM-SEETABLES FOR NO BEAM SPLICE AT po ANDATORY SPLICE. MSpAN/ BEAM-SEETABLES F
EXTERIOR POSTS. Sff TgB�ESG = EXTERIOR POSTS. Sff Tq8 E3 NG FOR POST SPACING OQ�FSs/q>y(
POSTS,SIZE VARIES O.KNO POSTS.SIZE VARIES fXC NOr Fro
SEE SHT. 11 FOR MINIMUM zSoOp TO fY,C iv SEE SHT.II FOR MINIMUM
OFBFfO25%
3 UMBER OF REQUIRED COLUMNS SfAMgtSS�ABtfsp� NUMBER OF REQUIRED COLUMNS A((OwAtE SPA
' S5885
31/2"SLABATTACHMENTI I
3 1/2"SLAB ATTACHMENT ,
MAY BE USED NOTE:NO SPLICE AT EX IOR POSTS MAY BE USED -OF �`1F
WHERE PERMITTED. WHERE PERMITTED.
SEE TABLES SEE TABLES
NOTE:EACH COMPONENT IS INTER- NOTE:EACH COMPONENT.IS INTER- 06-23-16
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
4 SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
PE "A"ATTACHED SINGLE SPAN W/ CANTILEVER IAPM0T ON TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION DUR019 0195
\` PHI APPROVAL
B ROOF PANEL SEE TABLES
SHEET AOTRTACOOF PANEL HME TTO CENGTH OFSTRUO ROOF PANEL SEE TABLES MIN.0.25"SLOPE tfNGrH OFSTRUC SUPPORTING BEAM. O.H. TURf SHEET4 FOR ROOF PANEL pER FT O.H TURf
CARIES ATTACHMENT TO BAR/f5
SUPPORTING BEAM. i
1
O.H SPAN O.H SPP `
SP N S
"O.H."NOT TO EXCEED 25% "O.H."NOT TO EXCEED 25%
OF ROOF PANEL OF ROOF PANEL
ALLOWABLE SPAN // ALLOWABLE SPAN @3
B SEE DETAIL 11,SHEET 72
FOR MANDATORY SPLICE BFAry/ SEE DETAIL II,SHEET I2✓ B Sp
REVISIONS
NO BEAM SPLICE AT pOSTSppAN/ BEAM-SEETABLES FOR NO DATORY SPLICE.BEAMSPLICE AT POST SPAN/ BEAM-SEE
SPTABLES
CING F mn nBUB .
EXTERIOR POSTS. Sff Tqg FC/NG FOR POST SPACING = EXTERIOR POSTS. SE rA8 E9WG FOR POSTSPACING i
POSTS,SIZE VARIES S or ON
POSTS,SIZE VARIES O.H.NOT
III a
r0 dd
OFS OF B�
3 7/2"SLAB AQ0 3 1/2"SLAB 4(Ovwv
MAY BE USED '�Lf MAY BE USED ESp 4STEL JOB 1610T1 €
TO CONSTRAIN SPAN TO CONSTRAIN III @
T FOOTING,SEE FOOTING,SEE �D oaTe 0B 16
TABLES TABLES
DRAM BY AT
FOOTINGS FOOTINGS
cxscREo GM
SEE TABLES SEE TABLES 9
NOTE:EACH COMPONENT IS INTER- NOTE:EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER F�
COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. SOLID PANEL i
STRUCTURES s
B TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
3
SH - 1
A B C D E o F G H I J
2 LV
OPEN LATTICE STRUCTURES c
N co to
CC)
RAFTER.SEE TABLES I ` Q
WALL LEDGER OR CJ
�S ROOF OVER U) O X
�`\ EI'ISTJNGSry'(C/ry RWALLLEDGMOROOF OVERHANG. 4�BLJIDJNp BHEET AI &C ' 0 I j <
25%OF RAFT O.H C'\ SEE DETAIL AB B C. W
ALLOWABLE \ SHEET B. p
g423yp SPAN RAFTER,SEE ¢ z In
25%OF RAFTER O / C:l -
Shgy / d5& ALLOWABLE
SPAN � Tn CD
co
ale
MANDATORY BEAM SPICE-SEE
DETAIL II.SHEET 12
NOBEAM SPLICEATI-
EXTERIORPOSTS ®�O 2. ,L,. w MFESS`I^ry(
^{ MANDATORY BEAM SPICE-SEE LENGTH OF STRUCTURE VARIER 0 LS- X DETAILII,'SHEETI2
OST WITH SIDE PLATI S NOBEAMSPUCEAT $ q
SEE SHT. 11 FTJR MINIM EXTERIOR POSTS _® 0 'kqr
J `Y5 qN/ S 5885
CIR�\ REDUI
G LENGTHOFSTRUCTUREVAR B+IIES I '?
S B 31 SLABATTACHMENT S POST WITH SI➢E L TES
A+pSET1,y� MAY BE-USED WHERE SPSpgN SEE SHI, U FOR MINIMUM
NOTE:EACH COMPONENT IS INTER- sF Sa BN/ PEETABE S" s�,�T qcY / NUMBER OF REQUIRED 'OF G.UF
CHANGEABLE WITH ANY OTHER FTq& SEE TABLES" F� COLUMNS
COMPONTENT UNLESS OTHERWISE SHOWN. BS FOOTING WHERE REQUIRED, NOTE:EACH COMPONEN INTER- aoB"M 3I2 SLABATTACHMENT
NOTE:THIS OPEN LATTICE-TYPE STRUCTURE SEETABLES CHANGEABLE WITH OTHER SF� ABM'/ PIKMAYBEUSEDWHERE 06-23-16
MAYNOT BE COVERED. COMPONTENTUN S OTHERWISE SHOWN. STAB PERMITTED.
< NOTETHISOPEN CE-TYPE STRUCTURE �S SEETABLES
MAY NO COVERED. FOOTING WHEREREOUIRED.
SEETABLES DURALUM
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "FI ATTACHED MULTISPAN LATTICE STRUCTURE IAPMO 0195
'wAPPROVAL
s
RAFTER,SEE TABLE
FOR SIZE
ANDSPACING
MAX.O.H. / RAFTER SEE TABLE
-'$ 25%OFRAFrER O.H j
FOR 5
ALLOWABLE qND SPAC NG }
pS O SPAN
T MAX O.H. O.H
Spq p i TS OFRAFTER
LOWABLE S
$p�p
STS�G 6
6 qCi
SP
x
/ REVISIONS y-
� 50 z F� = mwe wrt oxacwnoX 333
4 y S2 3
LENGTH OFSTRUCTURE VARIES �� 0
MANDATORY BEAM SPICE•SEE
DETAIL II,SHEET I2 �3 O � 4
NOEXTTERIOR POSTS SEE POST DETAISPUCEAT C" LENGTH OF STRUCTURE VARIES
3
PT qO, MANDATORY BEAM AIL11,SPICEET 12 ISIELJOBn 161D)1
T FS NO 312SLAB DETAILMSPUE AT SE POSTDETAIL ION, E
MAY BE USED NOBTERIOR POSTS
ST DATE 06-2116
NOTE:EACH COMPONENT IS INTEg-' 'o TO CONSTRAIN EXTERIOR POSTS
CHANGEABLE WITH ANY OTHERL' SF�',� FOOTING,SEE a12.SaB DRAWN BY AT
COMPONTENT UNLESS OTHERWISE SHOWN. FTgy qQT TABLES MAY BE USED
NOTE THIS OPEN LATTICE-TYRE"STRUCTURE T FOOTING,SEE
�S NOTE EACH COMPONENT IS INTER- 'O45 TO CONSTRAIN CHECKED GM F
MAYNOTSE COVERED. CHANGEABLE WITH ANY OTHER AFT q TABLES
FOOTING SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. S i
_ NOTE THIS OPEN AYNOTB COVEREDPESTRIICTIIRE FOOTING BEE TABLES OPEN LATTICE _
STRUCTURES g
6 TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE _.
SH - 2
A B C D E F G H J
O CO E CAL & PATIOS 110/120/130 MPH EXP. B & C CD
SOLID PANELS S PANS F R MM R I W c]
24"TRI-"V"PAN 12"x3 V2•W PANEL 6-16'x2VFLATPAN Z W ch
zez• sD. 1n H Q 0r
zs• .40' R=.117' 77- A9R U.S. sr 7 C)
.3s• .4a n' IBO' �[ O x
•6T T-(�T� .40- as A3' .45- (ALL UNMARKED RADII .06R) � Q
BELDM T- (SEE TABLE .70• 25 LLI LL
z 6• L B• L a z5• b5• a BELmn 282' z • 3g T= (SEE TA13LE
L
BELOW 2,2 I LLI
II �.+" .75• b5• TYR AV Q Z In
.W' AD AO .4a 92' 19Y .75' 92• co (/J T
.50' .00• ' 13' L3• .433' CD (n O
4nD• 12.0' a0•iBm � N � M
to
ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-H35 OR EQUAL ` m
24•TRI-"W PAN 12"x 3 W'W PANEL "FLAT P 6'x 2)¢FIAT PAN
WSL PANELT 11OMP14SPAN 120 MPH SPAN 130MPHSPAN LVSL PANEL-r 11DMPHSPAN 120 MPH SPAN 130 MPH SPAN L pgNELT' 10 MPH 3PAN 120 MPH SPAN 130 MPH SPAN �L pgNELT' 110 MPH SPAN 12o MPH 8PAN 130 MPH SPAN
PN.) FXP.B EXP.0 EXP.S EXP.0 EXRS EXP.0 IIN.) IXP.S EXP.0 EXP.B EXP.0 F .S EXP.0 (IN.) EXP. .0 EXP.B EXP.0 EXP.S EXP.0 IN) EXP.B EXP.0 E%P.B FXP.0 F](P.B E%P.0
1g3' 1V3" IV 3" 10'3' 10'3- 10'3- 131-9, 73'A 73'-g 73'A' 7Y-9' 13'-0" 12'-6" 12'-6' 12'•6' 12'-6' 12'L• tYS^ 14'-T 14--7• 74'-7- 14'-T 14'-7' 14'-7' FF+SSIQ��
.01B .02D(1) .D20 .WO
ig-7- 10'-r g-17` 10'-10. 51. 70'•3' g-6' 9'-T 9'-0' 12'3' 12'-0' 72'-0" it'A' 11'3' 10'A'
12'-3' 12'3• 12'-3- 12'3' 12'3' 72'-3' 15-3' 75'-3 15'3• IT-3" 15-3' 15'J' 13'-7" 13'-T 13'-7" 13'-7' 13'-7- 13'7' 5'-iD^ V-10- 15'-10' 5'-10' S-1D" I5'-10• (opj"(7,yG7� Z
3 10 •024 104' 9'-9' g•9" 9'-2' S3' 8'-T �9 13'-2" 12'-T 12'-8' 11'-10 12'-0• 71'-1' �4 72'-1' 1T-4' 11=6- 10'-9• 10'-10' 10'-T -�4 14'-r IV-4' 13'-0' 12'-B" 1D V S 5885
0 10 2
14'3• 14'3- 14'-3" 14'-3• 14'-3' 14'. 10 1T-7- 1Tr 17'-r 17'-7' 1T-r 1T-7' 15'-7' 15'-7' 1S-7" 75-7' 15'-7' 15'-7- ig-0` 18'-0' 1B'-0' 18'-0' IS, 18'-0^
.032 12'3' 72'-7" 72'-1' 7T-2' 11'-3' 703' D 15'-Ii" 14'-9' 74'-9" 14'-0' 14'-i' 13'3' �2 14'-t' 13'-1' 13'-4 12'-0' 12'$ ir-D ar 15'3' 15'-9- 15'-0' 15-1'
.018 B'-4• B'A' e'A" e'-0- 8'4- 8'-4" 19'-7" 19'-7' 19'-r 19'-7• 19,7- 19,7" �D 17'-T° 7T-7- 1T•7- 1T-7- IT-7- IT-7 -00 19'-4- t9'4' 19'4' 18'4' 1g-4- 19''4
T-5" TS' T-2• T-2' 6'-10' ,T-T 78'-B' 7S-9" 1S-9' 15-0" 75'-0• IS'-T 14'-t0' 74'-10" 14'-1' 14'-2' 13'-4° 1TS' 1B'-10' iT-0' 76'4' 16 I'-0- QF \F
-1^ 10'-1" 10'V 1D-i' 10'-7- 1V3- it'3" 1TT 11'3' 11'-3' 11'-3" 10'-r 10'-2" 10'-2• 10'-r 10'-2" 70'-2'
20 .024 A20(1) .020 .@0 p
B'3' B'A' 8'-5' 8'-i 8'-T T-9' 10'-1' 9'-B' g3' g-0' g-1' 8'-B• 9'-1' B-9' 8'-9' 7S'<' 8'-6' T-11" 10'-10• 10'-0' 10'-W 9'-9' V-10- M, O6-ZJ-16
A32 12'-P 12•-1' 12'-1' 12'-1' 1211' 12'-1" �4 1z-6• 12'-6- 12'-0- 12'-0' 1Y-6' 12'W .�4 1T-0" 1T-0' 11'-0" 7T-0' 11'A• 11'-0' .024 13'-3- 13'-3' 13'•3' 13'3 13'-3" 13'-3•
C 75-9' 70'3" 10'A' 9'3" gA" g-B' 1T-2' 70'-9" 7D'-9" 703' 10'A' g-70' 20 70'-T 9'-B' 9'-9• g-3' 9=5' 8-11' 20 72'-2' 11'$ 11'-8- 11'-r 71'3' 10'-T
.010 T3• T3" T3- T3' T3' T3- 20 032 14'3' 14'-B' 14'$- 14'A' 14'3" 14'-r .IXi2 13'-0° 13'-0' 13'-0' 73'-0' 13'4' 13'-0' -�2 JSS 15'S' ITZ' 15'-6" 15'-6' 15'-0•
7'A' 7•-r 7'-r 6'-10' 13'3' 12'A" 12'-g 17-0° izA' 11'-T tt•-70• 1TA• tr£ 11-01 n•-D' 11n6^ ta'-r 13'-9• 73•a- 1r-D' t3•-7° tza' DURALUM
8'-9' e'-9' B'-9' B'-9- 8'-9' B'•9' IV-3- 16'3- 78'3' 16'3- 16' " 15-3' 14'-6" 14'-B' 14'-6'
25 .024 - .wD .oaD .No IAPMO 0195
8'3' 8'-0' S3• 8'-1' B'-1' T-9" 15'-1' 14'-T 74'-T 1S-8' 14'-T 13"r 13'-8' 12'-10" ?3'-0- 12'4' 1z-W 11•-10" 15'S• 15'•2 IF-r 14'-10' 14'-10' 14'3'
.032 93' 93^ 93' 93' 93- 9-B" .D201 11'-1- 11'-1' 11'-1' 7T-P 11'-1' 11'-1• 42D 91-9" g-9" 9'A" 9'-9. g-9" 9'-9" ,020 1tl-0' 1V-4- 10'A• 10'A' 10'A" 1BA'
10'-2' g-7" 9'3' 9'-2" O 7-t0' 9'3" 9'-5' g-11' 9'-0" S-6' 8'-11" B'e' 8'1 8'-3' VW 7•-10' 10'$' 10'-1' 103 9'-8' g-9' SA' AHIAPP90VAL
S-7- 5-7, 6'7- S-r S-r V7' tz-0' iz-0- 12'-0' IT-0' 12'-0° 12'-0' 10'A' 1D•A^ iDA" 1aA' 1aA• 10•A' tr_7• 71,_7• 11,_7, 11,_f• 11,_7• 11•_i,
.018 7'-0' 6'-9" 6'-10' 8'7" �4 1T-0' 10'-r 10'3" 1g-2' 10'-3' g_g .D24 g-i i' 9'-T 9'-T gr 9'3' B'-i D" 04 12'-0" 11'-0• 11-7" 70'-10 71'-0' ig-!i'
25
5 8131 8'-T B'-3• 8•-3' 5'•3" 813 25 13'-2' 13'-2" 13'-r 13'-2- 13'-2' 13'-2- 25 11'A' 11'-0-. 11'A" 1TA' 71'A• 11'-0' IT 12'-1' 12'-1• 12'-1• tz-1- 1z-1'
3D .024 8'-3' e'-0' 8'-0' T-9' T-9' TSB 13'-1" 12'-r 12'3' 72'-2" 12'-3' 71'3' D 11'-10' 11'3• 7T3' 70'-9' 70'-70' t0'-0" 14'-T 13'-T' 13'-0' 13'-1' 73'•2° iz-0'
. 9'-T 14'-r 14'-2" i4'-2' 14'-2' 14'-2^ 14'-r 12'3' 12'3' 12'3' 12'3' 1z3" 1z3' 13'-1• 13'-1° 13'•Y IT-1• IT-1' 13.-1°
.032 .0(0 .040
91-T g-1" 9'-2• 8'-10" t5-0" 14'-0' 14'-2' 13'-7" 13'A' 13'-0' 13'3- 1z-9• 12'-9" 12'3' 1zA' IV-9- 15-0' 15'-1' IS'-1' 14'-0' 14'-9' 74'-0' i
.020(i) 10'-0' 10'-0' 1015- 10', 10'-6' 10'$. .� 83' g3' l
^ 53' 93' .D20 919' 9'.9` g-9' g-9' 9'A' gA'
TABLE 1 -MULTI-SPAN REDUCTION FACTORS s'-z• a'-s" B'-11- B's B'-0• g z- B'-5' 8'-1" T-9' 7'-10" T-6' 9'-71' 9'-T 9'-T' 9'-2' 9'A' S-71' 1
FOR ROOF PANELS 11'-3' 11'-3' 11'-3' 1T3' 71'3' 71'3' 9'-9' 9'A' 9" 9'-9' 9'A' 10'A' 19_4_ 10'-4" 10'A' 10'<" igA'
ft00F LNE4iNOW LOAD,Psf .024 .029 .D29
ROOF PANEL TYPE 30 1gb" 10'-1' 10'-2' 9'-T gA' g-r 30 9'-6' 9'-1' e'-70' 8=11" e'A" 30 11'-0' 10'-9' 7T-6' 10'A" 10'S- 9'-71'
10 20 15 30 40 50 12'6' 72'3" 12'3" 12'"5" 12'3' 12'-6` V!gr-�D"
10'-0' 9" 70'-9" 1g-B' 11'A' 71'A' 11'A' 1TA' 1T4' II.. L
6 72'XJ)4'k0.020' - - 0.88 0.83 0.75 0.80 .032 .IXi2 .032
24•x2%*A0.01B' 0.85 0.80 0.65 0.65 - - Iz-0" 72-1' 11'-10" 11'-6" 11'-6' 11'-i' 7gA" 7g-0' ig-0' IS-0' 13'-2' 12'A' 13'-0- 12'-6' 12'-T 11'-40' i
PEVISQNS k 24'�QY'x0,024' 9.90 O.BB D70 0.85 - - 13'A' 73'-0" 13'A" 13'A' 73'-0' 13'-0' .�0 71'-T T 11'-T 71'-T 040 12'3' 72'•3' 1r3' 12'3' 72'3' 12'3'4'SP$5(0,032' 090 068 - - 74'-2" 73'-0' 13-6- 13-0" 13'3' 12S iz-2' 1PA' 71'-9' 1T3" 14'-9' 14'-e' 14'•T 14'-1' 14'-1' 13'T
(1)MULTI-SPAN REDUCTION FACTORS ARE ONLY g-I" g-1' V-1- 9--1- 9.1` 9'-1' e'A' SA' g-0' e'-0' g-0' 9'-0' 9'-0' 9'-0" g-0' 914' g-0'
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN mo(1) B'3• B'-1' g-T '-10" T-1D' T-6' .� T-e' T-6' T-3- T-2' 6'-17" .02o g-7- g-10' e'-70" 9'-7•
IN TABLE 1 ABOVE 70'3' 1g3" 10'-3' 10'3' 10'3' 10'-3' 9'-0" 9--0' 9'-0" g-0• B'-0' 9'S' 9'-e- 9'-V 94i' g3" 9'-6-
.WS 9'1" 9=1' B'-10" 810- 8'-r �4 53- B'3• 8'-0' g-1^ T-10' 40 .024 10'-r 7-10' 9'-10" g-r 9'-8' 9'3'
40 151ELJOBB 1s10n
.032 IT-4" 11'A' it•A' 11'-0" 11'A- 1T3' ,032 9'A' 9'-9' g-9, 9'-9" gA' 9'-9" .�2 12'-T 72'-9• 12'-r 124• 12'-B' 12'-1`
NOTE:PANEL FASTENERS 71'3' ii'-7^ 1T-0' ig-T 1P-0' 10'3' 70'-2' 9.-1g 9'-10' 9'-T 9'-T 8'-3' 10'-3- 10'-1' ig-1- SAD" g-ig 9'-8' pA� 06- 16
ARE SHOWN IN TABLES I,2AND 3,SHEET4 it' t2' 11'T 112' 1 '2 1 '2•
AT
'7-
12'4- 12-1" 12-7- 111-6 11'-2 dT-2 10'3 IV- a' 06 12- - OPAYM BY.040 3 ;
d
FOOTNOTE: "SAMPLE" .g1U(i) V 2' 8 2' 8 2' B 2' B 2" B-2' ,020 r-5' T-5' 7'-5- T-5• Ts Ts" .�0 g3' 8'3^ B'3' g3' 83' 83' CHIMED OM
FIGURE INDICATES-F9 I 7'-1- 8'-11" 5-11- 6'-9' 6'-5' 6'S' S-5' g-3' 6'3' 6'-1' T•g 7'-7' T-B- T-5' 7'-V 7'-2' 1
III/F,-1�� °e
ATTACHED g-2' 9'-2' V-2' g-2' V-T 9•-2' B'3' B'3- 83" BI3- 8'3- V3' B'_9• 9,_9, 9'_9' 6•_9' 8'-9' BIT 3
FIGURE INDICATES .024 B'-V T•ig T-10' T3' T3' T-6" .024 T-0• T3' T3- T•t' 7'-0' B'-t7• B'•9- g-T g-T B'3 PANEL SPANS TRI-V,
FREESTANDING 50 5o so
- - B" ' g ' g 9' g'-1' ^1g-r 1v 10Tr ' 70'7" 9'- g-T 9'-T 1 B.I. gB W-PANEL& FLAT PAN
g8'A B'3 10'3' 1g3 10-" 19-7 11 0g
8•8- B• e
SA"
- '- -�0 11'3- 113 11'3" 1 1 1 t 9' ' 9'-9 9• " V9• g-9• 10 ' '6i '
DW � 9'-9' 11 3A g
1T-0 g-10' 10A' 9T g I
("1 -
s
A 0 C p E o F G
j O
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER iCD
co
FOR ATTACHED AND FREESTANDING SOLID COVERS w
2Uv
TABLE 1 TABLE 2 TABLE 3 o X
(2) 2"x6 Y211 AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH of w i�
6 Y211 ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS ¢ z o
} NUMBER ❑F NO.14 TEK OR SMS SCREWS UMBER ❑F NO.14 TEK ❑R SMS SCREWS PE NUMBER ❑F NO.14 TEK ❑R SMS SCREWS IS,
O {
_ ao PER FOOT OF BEAM LENGTH jo ❑0T OF WALL HANGER AND BEAM LENGTH ?o PER FOOT OF BEAM LENGTH . o
3: 110 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH �3 110 MPH 120 MPH 130 MPH
~ EXP. B EXP. EXP. B EXP. EXP. B EXP. C ~ EXP. EXP. EXP. B EXP, EXP. B EXP. C ~ EXP. B EXP. C EXP. B EXP. EXP. B EXP. C ` rn
1 1 1 1 1 2 1 1 1 1 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
6' 1 1 I 2 2 2 1 1 1 1 1 2 1 1 1 1 1 1 49 Q�FESS Igyq�
2 2 2 2 2 3 6' 1 2 2 2 2 2
1 2 1 2 1 2 2 3 2 3 2 3 71 1 2 1 2 1 2 2 2 2 2 2 2 7' 1 1 1 1 1 1 1 1 1 1 1 2 O S 5885
g $ 1 1 2 2 2 2 $ 1 1 1 1 1 1 * _,
1 2 2 2 2 2 2 3 2 3 2 3 2 2 2 2 3 3 . 1 1 1 2 1 2
gl 2 2 2 2 2 2 g 1 2 2 2 2 2 g1 1 1 1 1 1 1 of X.Vc
2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 2 2 2
10' 2 2 2 3 2 3 2 3 2 3 3 4 10' 1 2 2 2 2 2 2 3 2 3 2 3 10' 1 1 1 2 1 2 1 2 1 2 1 2 06 23 16
11' 2 3 2 3 2 3 2 4 2 4 3 4 11' 2 2 2 3 2 3 2 3 2 3 3 3 11 1 1 1 2 1 2 1 2 1 2 2 2
2 2 3 3 3 3 2 2 2 2 2 3 DURALUM
12' 3 3 3 4 4 5 12 2 3 3 3 2 4 12 1 2 1 2 1 2 1 2 1 2 2 2 1APM0 0195
2 2 2 3 3 3 2 2 2 3 3 3 ' 1 1 1 1 1 2
13' g q 4 4 4 5 13 2 3 3 3 3 4 13 2 2 2 2 2 2
AM APPROVAL
FOOTNOTE: "SAMPLE"
6 FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
t
i
"s
6
REVISIONS
xAmc ua[ oESt�ra k
3
°STET JOB: 1F1611
GATE 06Z416 gi
3
OFAWN BY AT "
CHECKED GM
f
PANEL SPANS TRI-V,
W-PANEL& FLAT PAN f
B 1
3
SH - 4
A B c O E F G H J 2
\ "
RAFTER 'SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C N m tQ
W rn «cn
ow 3"x 8"RAFTER w 2"X 61/2"RAFTER L" DBL.2"x 61/2"RAFTER I_ Q m
LUSL "T. a0 1—MPH 20 MPH 130 MPH LUSL �� a� 11D MPH 120 MPH 130 MPH LUSL "T' az 110 MPH 120 MPH 130 MPH U rn
(IN.) HZQ E)(P.B EXP.0 EXP. EXP.0 EXP.B EXP.0 (IN.) 1Aa EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (IN•) o EXP.B EX
EXP.B EXP.0 EXP.B EXP.0 O O
co
29'-8" 29,-6" 29'-8" '-9" 29'3" 26'3" 16'- " 15'-1 D" 16'-0" 15'-0" 15'-9" 13'-6" 22'-6" 22'4" 22'-6" 21'-1" '-2" 19'-2" L j LL. -
16" 26'_3" 28,-3" 26'-3" 2 " 26'-3" 25'-7" 16 1a'-2" 14'-2" 14'-2" 14'-2" 14'-2" 13'-9" 76 9'-10" 19'-10" 19'-10" 9'-1 9'-10" 19'4' U > o
10 .042 24'-2" 24'_1" 2a'-2" 23'-6" 4'-0" 21'-0" 024 13'-1" 13,_D" 13'-1" 12'3" 12'-10" 11'-2" 024 18'-4" 18'-3" 18'4" 1 " 18'-2" 15'-8" Q ZO
24" 24" 24" `-
21'-s" 21'-6" 21'-0" 21'-6" Z-6" 21'-0" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-3" 16'-3" 16'-3" 16' 16'-3" 16'-3" 5'-10"
' , 23'-0" 23'-0" 2T-0" 23'-0" t23-4' �22'4''4' 20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2" 28'-7" 28'-6" 2 ' " 2T=9" 28'-3" 25'-7" �21'-10" 21'-10" 21'-10" 21'-10" '41' 16'-D" 18'-0" 18'-0" 18'-0" 18'-0" 1T-7" 2516" '-3" 25' 25'3" 25'-3" 253" 24'-8" rn20 .042 1B'-9" 18'-9" 18-9" 18'-9" 8'- 10 .032 16'-7" 16'6" 16'7" 16'-1" 16'-4" 14'-10" 10 .032 2X4" 23' 23'4" 22'-8" 23'-1" 0'-10"24" 24" 24"1T7T-10" 1T-10" T-1D" 14'�" 14'-8" 14'-8" 14'-6" 14'-8' 14'4" 20'-8" 20'-8" 20'-8" 20'-8" 20'-2"19'-8" 19'3" 19'-8" 19-8" '-8" 24'-6" 24'4" 24'-6" 23'-9" 24'-3" 23'-2" 34' 34'4" 34'_T, 33'-7" 34'-2" 32'-8"16" 16" 16"21'-6" 21'-6" 21'-6" 21'-2" 20'- ,, 21'-9" 219" 219" 21'-2" 3D'-6" 3D,•8" 30'-8'. 30'-8" 30-8" 29,_10.25 .042 16'-1" 16'-1" 16'-1" 16'-1" 6,-1., 2 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" 04228'_2" 28'-1" 28'-2" 27',4" 2T-10" 26-17-7" 177" 1T7" 17W - 16'-10" 17'-9" 17'-9" 17'-9" 1T-9" 17'-9" 17'3" -�7125'-1" 25'-1" 25'-1" 25'-1" 25'-1" 24'4" `J
5 16„ 18'-1" 18'-1" 18'-1" 18,-1" 18'-1. 18'-1., 16, 12'-4" 12'-4" 12'-4" 12'4" 12'4" 12'-4" 16„ 174 174 174" 17'-4" 1T-4" 17'-3" S5885 .
19'-1" 19'-1" 19'-T' 19'-1" 19'-1" 1'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 16'-7" 16'-7. 16'-7" 16'-7" 16'-7" 16'-7" ... .._
30 .042 024.
13'-9" 13'-9" 13'-9" 13'-9' 13'-9" 13'-9 . .024
" D'-1" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" -
24" 24" 24" -..
15'-7" 15'-7' 15'-7" 15'-7" 15'-7" 1T-7" 9'-8' 9'-6" "1, 9'-8" 9,-VI " 13'_7" 13W" 1T-7" 13'-7" 1T-7" 13'-7"
i5'-101, 5'-10" 15'-10" 15'-10" 15'-10" 15'-10" 15-8" 1 N " 15'-6" 16-8" 15'-0" P112'-
'8" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 22'-0" DF CAL\
16" 16" 16"
¢0 042 8" 16'-0" 16'-B" 16'-8" 20 15'-0" 15 15'-0" 15'-0" 15f-0' 2rl 21_1" 21_1" 21'_1" 21-1" 21'_1"
.03z 06-23-16
24" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" .032 24" 12'-10" 12'-10" -10" 12'-10" 12'•10" 20 24 16'-1" 18'-1" 18'-1" 18'71 18IT
13'-8" 13'-8" 13'-8" 13'-8" 123" 12,_3" 1 " 12'-"9" 12'_3" 1T-3" 1T-3" 1T-3" 1T-3" 17,_3" 17•_3^ 13'4" 13'4" 13'4" 13'4" 13'4" 13'4" 19'-0" 19'-0" 19,-0,. '-17" 19'-0" 26'-B" 26'-8" 26'-B' 26'-8" 2 -B„ 2616" 16" 116'1" 18'-1" '-l" 18,-1" zs-s^ 25_5^ ze-s^ zs'-s" z5�'. . zs-s•' DURALUM
SD .042 10'3" 10'3" 10'-3" 10'3" 10'-3" 10'-3" 042 15'�" 15'6" 15'1i 15'-0" 15'6" 042 21'-10" 21'-10" 1'-10" 21'-10" 21'-10" 21-9"za" 24" IAPMO 0195
11'-T' 11�2" 11'_2" 11'_2" 11'-2" 11'-2" 14,_9" 14'_9" 14'_9" 14'_9" 4'-9" 20'-10" 2D'-10" 20'-10" 2D'-1 D" 20'-10" 20'-10"
16 10'-7" 10'-7" 10'-7" 10'-T' 10'-7 10'-7" 16 15'_10" 15'-10" 15'-10" 15'-10" 15'-10" 15'-10"
.* NOTE:SINGLE RAFTERS SPACED 16"O.C.MAY BE USED AT 11'-7" 11'-7° Jr1-7" 11'-6" 11'-6" 11'-2" 16'-3" 16'-3" 16'-3" 16'-1" 16'-2" 15'-8" NU APPROVAL
32"O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED .024 8' 1" - 8'-1" 8'-1" 8'- „ .024 13!4 13'4" 13'.4" 13'-2" 13'-3" 12'-9"
24"O.C.MAYBE USED AT 48"O.C.WHEN DOUBLED. -
24" .9,_8�� 9,-0„ 9'-0�� 91_8�� 9'-8" 91_2 24�� W3" 9'-3" 9.3,E 9'_3" 9._3"� 9'-3"
5 F174
1a'4" 14'4" 14'4" 14'4" 14'4" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2"25 .032 14.9" 14'9" 14'_8" 14,_T' 14'-2" 25 03220'-9" 20'-9" 20,_9" 20'-6" 20'-7" 19'-10'24" 1124„ 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-T'1Z.1" 12,-1" 11'-10" 12'_0" 11,_T, 17'-0" 1T_0" 1T_0" 18'-8" 18,_9" 18,_3"1T-4" 1T4" 1T4" 17'4" 17'4" 24'-6" 24'-0" 24'-6" 24'-6" 24'-6" 24'-6"1T-9" 17'-9" 1T-7" 17'-8" 1T-1" 042 " 25' 1" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1"13'-W 13'-3" 13'-3" 13'-3" 13'-3" 24„ '-0" 20'-0" 20'-D" 20'-0" 20'-0' 20'-0"s14-7 14W" 14'-7" 14'4" 14'-6" 14'-0" 2 20'-6" 20'-6" 20'-6" 20'-6" 20'-0"
FOOTNOTE: "SAMPLE' REasaHs
wnc naE o6arwRon
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
0.042'
TV. 46tELimp 1s1071
7 8.0" DAM 062116 9
3
.024" 6.5" 0.024" 6.5 -
.032" .: 0.032" opn„s+ar AT it
.042" .042" cHscrcso GM
z
I f I I I
4-3.o'—I F—zG—I I—zMAX..o•� --I-z.o -� MINIMUM FASTENERS
s
* 3"x8" RAFTER *2x6.5"RAFTER *DBL.2"x6.5"RAFTERS
9 ALUM.ALLOY 3004-H360R ALUM.ALLOY 300"36 ALUM.ALLOY 3004-H360R
EQUAL OR EQUAL EQUAL }
SH - 5
B G D IFEIF F IF G IF H IF IFJ
N
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C W o
W NNO
i 2"X 61/2"RAFTER DBL.2"x 61/2"RAFTER 1--- Q
Hxr)
a cwi 110 MPH 120 MPH 130 MPH ^T' ¢� 110 MPH 120 MPH 130 MPH U-rn
WSyzQ EXP.B EXP.0 EXP.B EXP.0 EXP.6 EXP.0 WSL 6N.) wzo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 O
IF 16" 9-9 9-�J" 9-9 9-9 9-9 9-Y, 16" 14'-8" 14'-8" 14'_B" 1*,8" W-8" 14'-8" ' "W W LL-
10'-3- 10'-T 10'-3' 10'-3" 10'-3" 10'-3" 14'-6" 14'-6" 14'�" 14'-6" 14'-6:' 14'�" W p
,024 24 7'$" 7'-6" 7'-6" T-6" 7'-6" T-6" .024 24" 11,_2" 11'-2" 1 T-2" 11'-2" 1 T-2' 11'-2" Q ZO Lo
B'-6" B'�" 8'-8" 8'-6" 6'-6" 8'-6" 11-10 11'-10' 11'-10 11-10 11-10 11-10 o U5 r'
z 1fi'" 12'-6" 12'-6" 12'-G" 12'-6" 12'4" 12'-6" 16" 18'-71 18'-T' 18'-7" 18'-7" 18'-7" 18'-7" ' m U) co
13'-1" 13'_1" 13'-1" 13'-1" 13'-1" 13'-1" 18'4" 18'4" 18'-4" 18'•4" 18'4" 1 ' " N
30 .032 30 .032
24" 10'1 '110'-2" 10'-2' 10'-2" 10'-2" t0'-2" 24 15'-3" 15'-3" 15'-3' 15'-3" 15'-3" �5-3"
10'-8" 10'-8" 10'-8" 10'�" 10'-8" 10'-8" 15'-1" 15'-1" 15'11" 15'-1" 15' '( 15'-1"
IF
16" 16'-0" 16'-D" 16--0" 16W- Is- 1' 16--0- 22'-7' 22'-7" 22'-7" 22'-7" - -7" 22'-7"
_042 15'-9" . 15-9. 15'-9" 15'-9" 15'-9" 15'-9" 16" 22'-2" 22'-2" 22'-2" 22,2' 22'-2" 22'-2" ESSIpy1!
24" 12'-3" 12'-3" 12'-3" 12'-3" 12'4" 12'-3" -042 24" 18'-6" 18'-6" 18'-6" l8'�" 18'-6" 18'-6"
12'-10 12'-10' 12'=10' 12'-10 12-10 12-10' 18'-2" 18'-2" 18'- 18'-2" 18'-2" 18'-2"
1s"
814. a'-01 B'o^ 6'-0° 8'-0" a' o" 2'-10" 2-10" lzifo" z'-10" z'-10" 2-10" S 5885
.024 9-1" 9'-1" 9'-1" 9'-1" 9'-1" 9'-1" 16" 12'-8" 12 " 12'-8" 12'-B" 12'-8" 12'-8"
24" 6-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" .024 9'-10" 9'- " 9'-10" 9'-10" 9'-10" 9'-lo.,
T-2" T-2" T-2" 7'-2" 7'-2" T-2" 24" 10'4 10'-4" 104 104" 1D'4" 10'4"
" 16" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10", 0'-10" 16„ 16'� 16'4" 16'4" 16'4" 16'4" 16'4" OF CAL1E
40 .032 11'6" 11'6" 11'-6" 11'-V' 11'-6" -1.1•_6" 40 16'-1" 16'-1" 16'-1" i6'-1" 16'-1" 18'-1"
24"
8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" .032 4 12'-6" 12'-6" 12'-8" 12'-6" 12'�" 12'-6" 06-23-16
9'4" 9'4" 9'-4" 9.41 9'4" �\ 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2°
' 13'-2' 13'-2" 13'-2" 13'-2" 13'-2" 13•_2" \ 19'-9" 19'-9" 19'-9" 19'-9" 19'-9" 19'-9"
.042 16 13W, 13'-9' 13'-9 1T-9' 1"_I, 13'-9' 16" 194 19'41 19'4" 19'4 1T4" 19'4" DURALUM
24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" \ 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" IAPMO.0195
11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 1]'=3"
" 16 7'-3" 7'-3" T-3" 7'-3" 7'-3" T'W 16 10'=10" 10'-10" 10'-10" 10'-10" 1o'-t0" 10'-10"
.024 81-2" 8'-z" 8'-2' 6'-2" 8-2 8'-2" 11'4� 11'-4" 11W 11'4" 11'4" 11'4" WAF`PROFML
24" 5-2" 5.2 S-2' 5'-2' 5'-2" 5'-2" A24 24 6.-3.. 8._3" 8'-3" 8.�" 6�
s 5'-9" 5'-9" 5'-9" 5'-9". S_9" 5 - 9'-4" 9.
16" 91_9" 9'-9" 9'-9" 9'-9" y._9" 9'_9„ 16„ 14'-8" 14'-8" .$. 14'-B" 14'-8" 14.$�.
50 .032 10'-3" 10'-3" 10-3", 10'-3" 10'-3" 10'-3' 50 14'6" 14'6"
24" T-0" 7'-0" 7'-0": 7'-0" 7'-0" 7,_D" .032 24 11'3" 11'3" 11'-3" 1 '-3" 11'-3" 11'-3"
" B'4" 8'4" ' 8'4" B'4" B'4" 8'4" 11'-10" 11'-10" 11'-10" 1 0" 11-10" 11'-10" 4
11'-9" 111_91 11'-9" 11'-9" 1T-9" 17'-9" 17'-9" 17'-9" 7'-9" 17,_9" 5
12'-6' 12'-6" 12'-s' 12'-6" 12'�" 16" 17'-6" 17'-6" 17'-6" 1 T-6" '-6" 17'-6"
.042 24" 9'-0" 9'-0" V-O' 9•-0" 9'-0" 9'_0" .042 24 13•_T' 13•_7" 13'_7' 13'_7' 13,_7„ 13•_7"
10'-2" 10'-Z 10'-2' ]0'-2" 10'-2 10'-2" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" '-3" )
6 e
pEYI6NNJ3 9
M+.Pot WlE IW 3
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED FIGURE INDICATES
FREESTANDING
43TELJD36 1s1071
.
r .024" 6&T1.16D. `
.024' 6 ' .032" 6 DATE
032' .042" DRAWN 6Y AT
042' §
`• CHIMED cM
IF
20 —I I-2a'—_-3.0- —I RAFTER SPANS FOR
OPEN LATTICE
*2"x6.5"RAFTER *DBL.2"x6.5"RAFTERS 9
3 ALUM.ALLOY 30 +OB ALUM.ALLOY 3004-HMOR COMMERCIAL& PATIOS G
OR EQUAL EQUAL
t
SH - 6
A B C D E F G H I
HEADER BEAM TYPES Z CN
1.52" GUTTER O m T
i EXT.CLIP 0.375 CV N O
l ZtR LLI rn C-)
SPLICE 1 Y ~ Q
WHERE 1 LA
INSERT T=0.125'
SPLICE OCCURS I WHERE ALLOY C= (TWHERE 3.D" OCCURS 60 T6 III O O
SPUCEq3C
OCCURS 1 1.4
2.57° WHERE 1 .032° 6.656' 7.0" LU W Lu
0.73" OCCURS 4.p° i4.6° ALUM. 0110" CO Z LL-)
0.075 " 0 "TYR 0.065" I TYp. Q2 .038' 2.18" TIP. 2.04" 1TYP. o �J3" SQ.xO.032"ALUM. BEAM 0.375 c lWI12GA. STL. "U" CHANNEL.00" E AST M A653 SS GRADE 50 G60 7.75°
rn
6.5" ROLLFORM 0"
GUTTER FASCIA MAG BEAM 4" I-BEAM 4.5" MAG GUTTER 7" I-BEAM FEssl
~ ALUM.ALLOY B ALUM.ALLOY �'' ALUM.ALLOY -D „ALUM.ALLOY . 25° F ALUM.ALLOY 6063-T6 Oe�
3004-H36 6063-T6 6063-T6 60 3-T6 \C\K
G W/ 1 "C" INSERT
3 ALUM,ALLOY 6063-T6 5 5885
T-12OR W/(2 "C" INSERTS
/ 7.8 S" ASTM H ALUM.ALLOY 6063-T6
A65355
GRACE 50 OF CAt-\FCC`
.042°/ 6.5" ' GN NOTE:
WHERE'C'INSERT OCCURS AS SHOWN IN
0y2° 8.0" �� 8.) SPAN TABLES,IT SHALL BE INSTALLED THE 06-23-16
D.042" 0.042" FULL LENGTH OF THE 7"I-BEAM.
< TIP. f TYR 0.625"
1 NOTE: DURALUM
EACH HEADER BEAM TOP AND
00°-1---3.0°T20° 2.875" BOTTOM FLANGES SHALT.BE CUTAT IAPMO 0195
,• 3"x8"x0.042" BEAM EACH INTERIOR COLUMN WHERE
DBL. 2'X6.5"x0.042" OR MORE COLUMS OCCUR.DO NOT
I W/ 14 GA. STL. INSERT
ALUM.ALLOY 3004-H36 CUT FLANGES AT END COLUMNS.
3.0' I-3.0"-+ 4.0 I-3.0°-+ j MAPPROVAL
OR EQUAL MAX. ASTM A653 GRADE 50 G60
DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM %° 3W'W.042" BEAM
s U ALUM.ALLOY 3004-H36 n ALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-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
OF THE 3"XB"BEAM. -
3
T=120R - '-
AB M COLUMNI-POST TYPES
ASO SS
5 GRADE50
GSD 8.0 I
=3"SQ.xt=0.188"
.042" i REmsroµs -
TYR D.pz4' =3"SQ.xt=0.250"0.632-
0.042 =3"SQ.xt=D.313'
LASTIC
=4"SQ.xt=0.188"
PLUGS
T I M as1¢aofie 1s1o11
--i-- -F� s.5" � =4"SQ.xt=0.250"
3.0" 3.0°
040'nALU14 ' DATE o6ZY16 `
„ .048' 1 #10 S
DBL. 3"x8"x0.042 BEAM a z4 D. .
W/ DBL- 14 GA. STL. INSERT 3.0^ EA. IDE }IF DRAWN BY AT
O 3 D" I 3.0" CHECKED GM
ALUM.ALLOY 3004-H36 032" I 0.075" OR
OR EQUAL ALUM. I I n.P. 3.0" 4.0° e
DBL. 3"x8"x0.042" BEAM LLL ��30" I-z.o" -I-3.o"�2. " t HEADER BEAM TYPES,
�/ DBL. 12 GA. STL. INSERT -3.0"-� COLUMN / POST TYPES f
ALUM.ALLOY 3004-H36 3" SQ. ALUM POST 3"SQ. ALUM. PO T 3" SQ. ALUM. POST �--3•D"�
s OR EQUAL B ALUM.ALLOY 3004-H36 C' ALUM.ALLOY 3004-H 3.0" OR 4.0" -
NOTE:WHERE12AND14GA,STEELINSERTSOCCURAS �WITHSIDEPLATESIDEPLATE, MAG POST i
HEIGHT LIMITED TO 3"SQ. STEEL POST v ALUM.ALLOY 3009,R36 E ALUM.ALLOY SQ. STEEL POST C u � �
SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 10'-D"MAXIMUM. F p{ J n THE FULL LENGTH OF THE Tx8"BEAM. ASTM A653 GRADE 50 CP60 ORE 6063-T6 ASTM A500 GRADE B
A B C p E F G H J
Z N
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS 1g, o
N N O
NOTE:WHERE COVER CONSTRUCTION INCLUDES DESIGN E WALL COVER 3116'STEEL NOTE, BRACKET CAN BE W m m
A34 FRAMING ANGLE l )
SEE TANGLEBLE 2 DETAIL OR B,SITESPECIFC ENGINEERING IS LOADS OPEMNG PROJECTION 9. 0 114-0 HOLES,TYP. LOCATED ANYWHERE ON EAVE �I LZ Q Cn
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING 0 D U
P NOTE PROVIDE WATER CO
FASTENERS,SEE TABLE 3 STUD WALL FRAMING WHERE ONE OR MORE OF THE 10 ZO sf >B 'iB' I 0 TYP.BRACKET PROTECTION,METAL FLASHING (yE O
FOLLOWING CONDITIONS OCCUR: 30,40&50 pst >B >t4' !�F AT EVERY 2z CAUCKJOINfSAND SLOPE
R.F.OR ENT.HANGER B oo TO DRAIN(OPTIONAL) O
CHANNEL,2X OR 3X 0 EXISTING EAVE ALLOWABLE PROJ.TO BEAM EC04
WLL
RAFTERBRACKET LEDGER OR WALL HANGER OVERHANG BEETABLET 7WITH FASTENERS 11l4" (24"MAx) b40 '9lE°GER ZPERTABLES384 OALUM. PANEL 2X OR EXIST.RAFTERS AT 2X WOOD STUD OR 3zALUM.RAFTER 24"O.C.AT ROOF 1" MIN. CONCRETE WALL RAFTER A) pOVERHANG (3)4 4z31/2'W. 5 �
EXIST.FASCIA BOARD 3
ALLOWABLEPROJ. EXISTING EAV 2X FULL DEPTH
TO BEAM OVERHANG WOOD SCAB, 1" MIN.
SEE TABLE (24"MAX.) WHERE OCCURS, NOTE PLACE 'SIKA FLEX' OR SINBAR
BEE TABLE MATERIAL BETWEEN BRACKET AND NOTE BRACKET MAY BE
COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER
SEAL W/SAME CONNECTION'S. FE6SI
�n1 EAVE CONNECTION Q WALL CONNECTION 'p4
L EXISTII4G ROOF OVERHANG DESIGN LOADS, " NOTE:WALL LEDGER M NOMINAL LUMBER SIZE Z'x6-(AT 2.44 ALTERNATE EAVE CONNECTION `,Ov `C�K y("
RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS),NOMINAL TWAT 3-xr MINIMUM RAFTERS) C' NOTE:THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS co "J
3 30, 40, 8 50 psf OR KIMDRY WDOD-FILLED 2WV OR 3Nr ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD.
2. EXISTING RAFTER ALLOWABLImes ed. E BENDING STRESS IS S 5885
TABLE 1 TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL TABLE 4 a,b ANCHORS INSTALLED
OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG INTO CONCRETE WALLS
EXISTING WITH 6-INCH MIN.THICKNESS
MAXIMUM PROJECTION .DF CA0
FRAMING MEMBER (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBERANDTYPE
COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL LLISL OF FASTENERS 06-23-16
WSL OVERHANG 110,B 110,C 12D,B 120,C 130,B 130, C DEPTH WOOD SCAB FULL LENGTH [IF RAFTER TAIL
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 ATs B'IMP ON D . (Ca,W -BOLT 2
2"x 4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7"
4 - z
2"x 6"NOTCHED 26'-0" 26'-0" 26'-D" 25'-7" 25'-0" 21'-2" Eao WIND SPEED WIND SPEED WIND SPEED WIND SPEED WAND SPEED WIND SPEED
2"x6"FULL OR m (EXP.B&C) (EXP.B&C) (EXP.B&C) (IXP.B&C) (EXP.B&C) (IXP.B 8 C) 20 S AT SIMPSON
(T¢b)G-BOLT 2 DURALUM
10 .2'x8 NOTCHED 26'-0' 26'-0" 26'-0" 26'-0" 26'0" 26'-0" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 ,110 120 13o IAPMO 0195
2"x8"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'0" 26'-0" 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) Y• 0 SB4PSDN STRONG-BOLT 2
2"x10"NOTCHED 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (Bj 25 Ss A7 4H" O.C. Cn,b)
2"x 4"FULL 2" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" AHJAPPROVAL
2"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" T (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) �• 0 SIMPSDN STRONG-BOLT 2
"x6"FULL OR 26' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (13) (B) (B)
x8 30 SS AT 36. O.G Cn,b)
6 20 2 -0" 26'0" '- 26-0" ' '26-0" 26-0" '26-0"
2" "NOTCHED 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) W 0 SIMPSON STRONG-BOLT 2
2"x8"FULL CH 26'-0" 26'-0" 26'-0" 26'-0" 261_0" 26'-0" ID' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) 40 ss AT 36. O.C. (n,b)
2"x10"NOTCHED
2"x 4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) y�• 0 SIMPSDN STRONG-BOLT 2
° 2"x 6"NOTCHED 26'-0" 26'-0" 26,-Q" 26'-0" 25'-0" 2fi'-0" 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 50 SS AT 24. O.C. <n,b)
25 2"x6"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0 26-0" ' " c TABLE 3 TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER
2 x8 NOTCHED AND ROOF PANEL RAIL TO FASCIA
2'k8"FULL 26'-0" 26'-0" 26'-0" 26'-0" 26--0" 26'-0" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING FOOTNOTES TO TABLES 3&4:
2'k10"NOTCHED 3
n. EMBED ANCHOR 3' MINIMUM
2"x 4"FULL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" C> - (2) Ye DIAMETER LAG SCEWS RLY13KW3
2"x 6"NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" - (D)-- A INTO CONCRETE WALL AND
30 2"x6"FULL OR WITH ESR-3037 INSTALL IN ACCORDANCE
(E) - $'4 DIAMETER LAG SCREW
2"x8"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" � 3
'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. b, USE 3' SQ,x}'q STAINLESS
�
2"x10"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 1<� WIND SPEED WINDSPEED WINDSPEED WIND SPEED WIND SPEED WIND SPEED STEEL WASHER WHEN
mg INSTALLING NEW WOOD
P.B&C (EXP. (EXP. ) (EXP.2"x 4"FULL 11'-7" 11W" 1V-7" 11'-7" 1 V-7" 11'-7" ) ( ) (EXP.B&C) (IXP.B&c LEDGER AGAINST EXISTING 46TIaJo3s 1uioll
/ 2"x6"NOTCHED 15'-6" 15'-6" 1T-6" 1V-6" 16-6" 16-6" 1- 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 CONCRETE WALL,
2"x6"FULL OR 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) C. WHERE ROOF PANEL RAIL DATE ol:zs,e
40 19'6" 19'6" 79's" 19'-0" 19'-0" 19'-0" OCCURS, USE W DIAMETER WAWNBY AT
1
2'kB"NOTCHED (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D)
2"x8"FULL OR 26'-0" 26'-0" z6'-0" 2s'-o° 2s'-0^ zs'-0" T (c) (c) {c) (c) (c). (c) (c) (c) {c) (o) (D) (o) (D) (D) (D) (o) (o) (o) LAG SCREW IN LIEU OF (2) � GM 3
Z!K10"NOTCHED Y DIAMETER LAG SCREWS,
2"x4"FULL W-11" 8'-11" S'-11" 8'-11" 6'-11" 8'-11" (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) F(E) (E)
(E) (E)
2"x6"NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9.' (C) (C) (C) (C) (C) (C) (D) (D) (0) (D) (D) (D) (D) (D) (E) (E) EXISTING EAVE
50 2'x&"FULL ORNOTCHED
15'-3" 15'-3" 15'-T 15'-3" 15'-3" 15'-3" 10' C) (C) (c) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) CONNECTION DETAILS
2'k8 NOTCHED _
e 2"x8"FULL OR 11 (C (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E)2'k10"NOTCHED 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 12' (C) (C) (C) (D) (D) (D) (D) (D) (D) (D] (D) (D] (E) (E) (E) (E) FT�
(�8 �
A B C D E F oG H I J
HANGER CHANNELS AND MOUNTINGBRACKETS N
-\ FASTENERS, T=,060' TYP,--I 4�t N Co o
t \ 2.740" SEE TABLE 3,SHEET 4
W " M
i U d
1.50" SEE TABLE 3 SHEET 8 300" .078 2 U)
% ALUM.3004-H36 .06 " 63 ^ T=.060" N 3"
ox
25"R ,05, FASTENERS o 6" 1 LU LaL
1.5 " ,010"X90" .202" FASTENERS, SEE TABLE3 SHEETS _ Lu > —
t=0.04" (2) DIA. SEE SHEET4 0 " p ¢ Z Lo
.563" .281" _ . OS"
_ �� :.kTINUOUSA-RAIL CURS) (Ai1 co co L[)
/Z coo FASTENERS ROOF PANEL �i (WHERE OCCURS) O ` (�O O
SHEET 8
SEE TABLE 3
e 111A60" „ FASTENERS, w FASTENERS, 3
I SEE SHEET a ALUMALLOY 1.580" SEE TABLE 3,SHEET 4
1 75" / 6063-T6
ALU063-T6 ALUM.ALLOY ALUM.ALLOY
t /
s6s3-rs 6063-TB 6063-T6 �R s/gyy/
\ \ O ROLL FORMED j O EXTRUDED HANGER/CONNECTION O I.R. HANGER "H" BRACKET ��aE92
3 \ HANGER S 5885
NC1,TE:THIS CONSTRUCTION IS LIMITED TO 30 psf
MAX`IMIJM-SITE=SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(3)yZ'0 LAG SCREWS 1 1/2" 10#LL=(2)#14 SMS 14 SIDE OF �L1E�
20#,25#,30#LL=(3)#14 SMS EA SIDE (BEAM SPLICE TO
#14 SIDS, 40#,50#LL=(4)914 SMS EA.SIDE !� OCCUR DIRECTLY OVER 5/8"0 PLASTIC
3 PER SIDE 1 POST.NOT PERMITTED PLUG WHERE 06-23-16
J -- — --- @ 6 SCREWS I @ 2-POST UNITS SCREW IS INSIDE
1" 3/4"OR 1 1/2" JE
4 Q .51, #14 SMS MAY
2"X61/2"OR — BE USE AS
0 3" AEACH
5"MIN. 3"x8"ALUM. 3.5" ALTERNATETO DURALUM
RAFTER 1/4"0 BOLTS IAPMO 0195
3.53" 3/4"OR 1 1!2 8"BEAM
3"x8"ALUM. — — -------- I 5„1 HEADER U-BRACKET A4I APPROVAL
UJ EXISTING WOOD STUD FRAMING S3"X8"ALUM. E)STUCCO I I 6 1/2"SIDEPLATE EAf (E) STUCCO x3-1/2"LAG SCREWS LL=10 psf SIDESEEPOSTSCHED.
RAFTER O x 3-1/2"LAG SCREWS LL=20,25 and 30 psf #14 SMPENETRATION BRACKET 2 EACH 5/8"Ox3-1/2"LAG SCREWS L.L.=40 and 5D psf TOP,M
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE (2"MIN.PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. 3"SQ.POST BETWEEN SIDE PLATES t
THREADED PORTION OF SHANK COMPLETE NOTE:USE LEDGER WHERE RAFTER SPACING
PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING.SEE TABLE SHEET B. SEE LATERAL FORCE RESISTING SYSTEM,SHEET 11
S
HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION U8 [�
6 3
1 1/2"OR 2"LATTICE aensloes
ALTERNATE 1/2" #8 S.M.S. #8 SgALTERNATE
MS EACH SIDE }
DOUBLE RAFTER- EXISTING ALUMINUM MEMBER WITH " o1re ocscwraux
BOLT CONNECTIO PLAN 2 1112"OR 2" SHEATHING WOOD FILL OR DBL, 3'XB'x0,042 BEAM
NOMINAL LEDGER OR DBL, 2'X6.5'X0.032'/0,042'
ALTERNATE: (NEW OR EXISTING) BEAM
4-414 S.M.S.EACH i \
RAFTER TO COL. y� SHEETBE,DETAIL B, 0
CONNECT.(&TOT.) X❑ - I I
OR 3"x8"RAFTER w� 0 0
F I 451EL JOB N 1SiW1
RNATE:1/2"BOLT rs o
i" ATE 0621-tfi
4.s0 fi• ALTERNATE: u? ;+ FASTNERS,SEE TABLE
m SHEETS 5/B' Z ACCESS tmm BY AT
1- (2)-#14 S.M.S.EACH RAFTER + HOLES
TO COLUMN CONNECTION INSTALL 6 — #14 CHEONEO GM j
3"x 3"STL.POST 24" 0 (4-TOTAL) X 3'4 5
( ) ALTERNATE: �4 e
INSERT ATTACHED OR 3' SD, POST LDNG SDS @ EACH
(2)-2x6.5"OR ALTERNATE HEADER TO
Yx 3"STL.POST COLUMN (2}3-'X VHEADER EXISTING
FOR FREESTANDING (2)-2x6.5"OR(2)-3"x8"HEADER COLUMN HANGER CHANNELSA D
(2)-112"BOLT1"STUCCO OR EQUAL
(PIER FASTENERS MOUNTING BRACKETS
3"xX . R 2.5"PENS.INTO EACH WOOD STUD 4
6 Tx 6.5"SIDEPLATE CONNECTOR (2)-#14 S.M.S.EACH RAFTER
CDNNECTIDN) 1
q i
DBL. RAFTER/DBL. HEADER CONN.O STUB COLUMN TO DOUBLE HEADER CONN. O5 EXIST.
STUCCO
DETAILLEDGER O DOUBLE--,--.COLUMN HEADER
DTAIL j S H — " }
A 9 C o D E F H
N
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN NUMBER OF REQ COLUMNS CD `t
N Cq 11)
W M m
Z c U
co
4[ O p
W > —
QZ1C:�n
- TABLE 1 TABLE 2 0 '-
co ATTACHED ONLY ATTACHED AND Ln o
STEEL POST ONLY: —
TbRAC�KET @ 3•SO.POST I +
w)(ax1 sEA SIDE QFPOST . FOOTING &ANCHOR BOLTS FREESTANDING I USEPOSTNPE ` rn
F,G,H,I,JORK �t
OR 1 M.B. OUGH POST ALUM.TBRACKET USE WITH ALTERNATE FTG. I rn
POST POST POST TYPE B.C.D.OR E 31NGLE POBT3 CUBESIZE SQ.1B•DEEP •cmem.
FOOTING SIZE EMBED. '+' I
BASE PLATE USE WITH STEEL"r BRACKET OR 9'SO. BOLTS 78' 18'SO. 12' 1/2 DEPTH OF
1T-WCUBED(1) 12y: o 17W 20' 21'SQ 12' FOOTING OR I FE351
SEEPOSPOS STEEL_TYP
B,C,D,E,F,G,H,J OR K. C
12'MIN.EMBD. I I
L
BRAKE TO SLALT25S� SEE TABLE I 22• 2S SQ. Is-
EA.BRACKET SLAB. z]•a za'cuBED(1) (¢tf2•B ]va• •. I ... � "F_�
24" 28'SO. 20" a-I•".. I I 1• W 5 "1
y MINIMUM DISTANCE TO
E OMUMDI 2s-]B•cuBEO(z) (4}t2•m ]va• 28' 32'so. 23' - rl �• � 2 S5885
INIMUM DISTANCE FROM .� E-
CRACKTOCOLUMN. 2B" 35'SQ. 25' W -
MIN.EMBEDMENn _ - d ]t'-x•cuBEp(x) (a).ve¢ 4• 30" 38.50. 28. W a
D C . 4 35-WCUBEO(2) (I}]la•B 43/a' 32- 43'SO. 3� (1}72"0Id.B. 2 N .
SLABSHALL BE IN Q POUREO CONCRETE wOF 34' 4T BO. 32' xe•LONG,1• ^•,'" :.;•: o 6 �I�GOOD CONDITION FOOTING SEE TABLES am-aB CUBED(x) (4}vam 4W4• 36' 51"SQ. 34' FROM END
OF POST Z
MIN. BE RING NOTE. BOLTSHAL D�MPSONSTRONGBOLT2SS 38, 55,SQ. 37' POURED SQUARE,SEE FTG. 06-23-16
IN BEAM SPAN TABLE QU 40' 80"SQ. 3B' CONCRETE SCHEDULE IN BEAM
a 1)MAERNATE HERSTEELTBRASE OR 42' 84'SO. 41' FOOTING SPAN TABLES
ALTERNATE FREESTANDING BASE PIATE POSTS TO CONC.FOOTING 2)zQUIRESUS=-OFALTERNATEFREESTANDING 94• 6vso. DURALUM
SQUARE POST EMBED.ERS ONLY S ATTACHED COVERS ONLY BABEP ATE cueEFOO mBw]t¢swB O INTO FOOTING
IAPMO 0195
AW 6PPROVAL
(3)-314"0 BOLTS iT7
FOR POST TYPE F,G,H,I,J&K
s YOR 4"SQ.
45 INSERT
416" x 0.188"
145.jASTM A500
GRADES s
STEEL
T.O.C. ;
(4)-SS316 3/4"0 STRONG-BOLT 2 SS e
s _ STEEL PER ICC-ES ESR-3037
ALUM.ALLOY 3.00" OR (4 3/4"EMBEDMENT DEPTH) REVISION] `
2
i
6063-T6 2.40" Ewa �� o=scPriox }
1. 5" q 7/16"0 HOLE _
FOR 3/B"MB .56" 2 FLANGES BASE PLATE f
0 21/8"APART 3NB"
75" ASTM A500 GRADE B POST
0 INSTALL IV x 1)4"x Y4"HDG 1.125" 2.5" - --i
Ir/ WASHER PLATE AT ANCHORS as1¢JDes +B1on
I o .75" .75" BASE FLARES INSERT '
157" TO T WIDE EA g"SQ.X 5/S"THK L-- --� DATE Bsa+e
1.60 TYP SIDE OF FLANGES THK BASE PLATE DRAwNSY AT
7SLABAINCHORS
I. USE FOR 3"OR 4" 1.75' FOR 3"POST, DPAWN D AT F
090 TYP. �� (ASTM A500 GRADE B STEEL)
INSTALL tY2"x 1)4HOG STEEL POSTS 5-50" 4"WIDE FOR 4"POST 1 Y" 6)4" 1 Y° Gm
WASHER PLATE CK 1-7116"0 HOLE
FOR 130 MPH q2-5/16"0 HOLES &2-318"HOLES COLUMN/POST SURFACE 1
NOTE CONCRET SHALL BE TYP.EA SIDE WELDED STEEL BASE PLATE 10
] "DIAMETER SIMPSON STRONG-BOLT2 SS NOTE:CONCRETE ANCHORS ARE SHOWN IN TABLE I. MOUNT AND FOOTING
s C-ESESR-3037) ALTERNATE FREESTANDING EMBEDMENT DETAILS
LUM "T" BRACKET STEEL "r BRACKET OD BASE PLATE ANCHOR ^ -
10
i
A B C D E F G N I J
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS ki o co o
1 \ BEAM SPLICE TO Z W < c*7
OCCUR DIRECTLY OVER 518"0 PLASTIC U' �
POST.NOT PERMITTED PLUG WHERE IL W
@ 2-POST UNITS
O X
@ 6 SCREWS I SCREW IS INSIDE _
O � Q
PER SIDE I 5„ 914 SMS MAY K Lll LL
.5 BE USE AS LD >
3.5" w
3.5" ALTERNATE TO (-J Z Lpn
1/4"0 BOLTS ¢ O `-
3.5" 3.5" `-
co O U7
x .5" BEAM co - C,2"X6.5"X0.032" SIDE PLATES OR z `V
I10 MPH 120 MPH 130 MPH SEE NOTES EA..- EXP. HXP, EXP. B EXP, EXP, H EXP, C BELOW 6 1/2"SIDEPLATE
SIDE SEE POST SCHED.
5' 2 2 2 3 3 3 #14 EMS EA.SIDE Q ESSIgyq
TOP,MID HEIGHT
6' 2 3 3 3 3 4 AND BOTTOM. 3"SQ.POST BETWEEN SIDE PLATES
7' 2 3 3 4 3 4 POST SCHEDULE
3 8' 3 3 3 4 4 5 3"SQ.x.032"+(2)-2"x 6 1/2"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
12' 4 5 5 6 5 7 ALTERNATE FOR SOLID-ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED 06-23-16
COLUMNS (SHOWN AT LEFT)ARE NOT SPECIFIED
13' 4 5 5 6 6 7
4 2"X6.5"X0.042" SIDE PLATES r' (E) STRUCTURE
DURALUM
~_ 110 MPH 120 MPH 130 MPH IAPMO 0195
F EXP. BI EXP. C EXP. BI EXP. C EXP. B EXP, C 1 C LU N 1 3"x 'x0. 2" /(2)2"x6 5"x0 42" ID PLATES.
5' 2 2 2 2 2 3 — SE AN
6' 2 2 2 3 3 3 ROLL-FORMED OR C LU N 2 PE SP N T BLE PHI APPROVAL
INSULATE➢ ROOF PANEL
7' 2 3 3 3 3 4 I TERLOCKING SEAMS, TYP,
s 8' 2 3 3 4 3 4 ,S� G�
PROJECTION. P
9' 3 3 3 4 4 5
10, 3 4 4 4 4 5 �FRRIFp N j �
11' 3 4 4 5 5 6
12' 3 4 4 5 5 5
13' 4 5 4 6 1 5 1 7 / \I'
S NOTE:1.MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS ROOF PANE-ATFACHMENT �\ a
AS SHOWN ON SH EET 7.SEE SHEET 7 FOR POST TYPES. LENGTH L REVISIONS
j� � wn4 wri r�sc�m�orl
ROOF PLAN �.
FASTENERS, #14 SMS 2 3\O.C.
j r SEE SHEET 4 4 MIN. PER EACH JOINT.,
A14 SMS E 32' O.C. MAX. \\� 4SMJOB® 1F1011
WALL ROLL-FORMEDO (4 MIN. PER PANEL INTERLOCK) ��
) HANGER 0&ZL1E
DRAWN BY AT
OLL—FORMED -� CHECKED GM
PANEL ALUMINUM SKINS IRP, LATERAL FORCE
TOP & BUTT, 0.024' e
FASTENERS, RESISTING SYSTEM/
SEE SHEET 4 ROOF HANGER MIN. NUMBER OF
ROLL-FORMED PANEL INSULATED ROOF PANEL
E 2 INTERLOCKING SEAM INTERLOCKING JOINT REQ. COLUMNS j
i
SH . 11
11 OF 50 SHEETS
A B C D E F G H J
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS r
2
SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 o
co tr)
t SIMPLE SPLICE FULL MOMENT W rn >C
9„ OPTIONAL DECORATIVE FASCIA
3" 1" 1' 3° 5' 1"1" 8° 24" . B" 1"1 (WOOD.ALUM OR HARDBORD) _ U
(2)m10 S.M.Y.@ EA
VALLEY,TYP. SO. OS at¢°s.Ms.EACH SIDE"F]• 0 0 XQ
(a TOT S. I "12 S.M.S. I ALTERNATE:11144.0 BOLT WI WASHER ' O'_ LD
TYP. THICKNESS=.035 (24 TOT TYP THICKN�SS=.035" (EkSIDEOF3°SO.POST LI.1 > o
II II O Q Z Ln
2 ALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-H36 + N O
OR 6063-T5 FOR EXTRUDED OR 6063-TS FOR EXTRUDED —_-_-_ ' I O 1'1° I
NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR ' I I ` +: iI
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPTAT END BAYS a•sO.PosT
SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTCH I-BEAM FLANGE gas
I-BEAM ALUM ALLOY AS NEEDED TO CLEAR
NOTE:IF SPLICE OCCURS ATALTERNATE INTERIOR BAYS,A SINGLE 12"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAY BE USED. (6061-T6)ALTERNATE I SQ.POST,CONNECT WEB FE551
3„� STL C-BEAM THRU-BBOLTS TSTO POST W/ 2@4^16-BEAM, (�e�t(, 1
TDTAL=(B}72"0 BOLTS S"14O.POST T(S.M.S EACH SIDE OF 3•
SD.POST AND I-BEAMS
BOLTS 50.ERNATE TOTALI C�
@T'I-BEAMS ALTERNATE '50 BOLT WIWAGHER
EA SIDE OF 3'SO.POST S5885
a 1.00
O �O O O O
1 1rr1GUITER FASCIA
EPUCE WHERE Z.00 OR .EDST EkG BEAM
OCCURS 4" LLS45R.BEAM
TMP1 ° ° H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15 OF CAL F--
1
I I 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 6DS3-T6 16� I.L 3"SQ.STEEL OR
4"I-BEAM MAG BEAM.
DURALUM
MOMENTC-SPLICE -
r-0" a-#1a sos IAPMO 0195
NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAY BE USED.
� 4• � i 2'-0" 6-#14 SDS FASTENER TO FASCIA-SEE TABLE
3'-0" 72-#14 SDS FASTENER TO RAFTER TAILS-SEE TABLET AA.I APPROVAL
I. S' / FASTENER SPACING=3/4" OPTIONAL LATTICE TUBES
AT OVERHANG I
O 0 O 0 :14 x 112"S.M.S.TOP
5
(6)-#14 SDS @ EA.SIDE i a BOTr.(z}TOT.
SPULE WHERE TOP&BOTT.TOT.=24
OCCURS
4 ° f
11" OO _ I
n,p ROOF PANEL 00 �G OUP ER 61R°
O O ROLLFORMED OR 0 0 i
Ll E%TRUDED GUTTER
ALUM.BRACKET X
-j3"X 3"ALUM.OR R14 S.M.S.@12-MC.
ALUM.ALLOY 16 1" STEEL POST FASCIA / A
6 6063-T6 3'_D" 6112"AZ" 024 2" 1" "L"SEE TABLE
7" I-BEAM MOMENT C-SPLICE \. RAFTER
REVISIONS
1 %" SQ. OR 2" LATTICE TUBE P1 2"x3" LATTICE TUBE PZ LATTICE TUBE TO RAFTER 16 "U";BRACKET - RAFTER TO BEAM
-3A25"FOR 3 x RAFTER '-
2.125'FOR 2 x RAFTER
ALUM.ALLOY 3105-H25 1 1l2"SO.,2"SO..
ALUM.ALLOY 3105-H25 OR2"x3"LATTICE t=.040"@6063-T6 4SM JOB 9 16.1071
T 96x 2"EMS,2112" @3"O.C.MIN. 1112" 9
1.50" 1.501, OR 3 1/2",TYP. UP TO 6"O.C.MAX. DATED62316 °
28" 1 I zs" 31.
2 2,1 — — — — —
—1_` � DRAWN BY AT 3
1 .0181, I� .018' (6)-:14x]/4"TEK SCREWS �/2' MIN CHECKED GM
luy'-I I IIJ BRACKET TO RAFTER 1 g
RAFTER o ° BEAM TO POST& i
` , �.�' — 0 LATTICE TUBE TO
:q ° RAFTER CONNECTION
B DETAILS j
(6)-#14x 3'"TEK SCREWS 2.750 ]
BRACKET TO BEAM S H - 125
12OF50SHEETS ]
A 6 c D E F G H I
WALL HANGERS LEDGERS AND SUPPORTING BEAMS � CD
C,
HOW TO DETERMINE TRIBUTARY WIDTH TO C4
F M CD
� 0
d � �
TRIBUTARY WIDTH TABLE -PROJECTION OQLEAR U >
SPA z o Lo
CLEAR SPAN (FT.) II..0.. o (D
z O.H. 6 7 8 9 10 17 12 13 14 15 16 17 18 19 20 27 co fn O
N M
0 3 4 4 5 5 6 6 7 7 8 6 9 9 10 1D 11 \ rn
TRIBUTARY= h
1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 TRIBUTARY m
WIDTH 1/2 SPAN+D.H.
2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP E
3' - 7 7 8 8 9 9 10 10 11 11 12 12 NP NP NP Q�fESSIQyy
4' - - - 9 9 10 10 11 11 12 12 NP NP NP NP NP
5' - - - - - 11 11 12 12 NP NP NP NP NP NP NP ',. NOTE'TRIBUTARY ON MULTIPLE SPANS IS
3 EQUAL TO CENTER SPAN TO CENTER SPAN w O S 5885 1'iAi
NP-NOT PERMITTED-SITE SPECIFIC ENGINEERING REQUIRED
OF CALXF
06-23-16
DURALUM
IAPMO 0195
AHJ APPROVAL
5
�\ FAN BEAM
6
FAN BEAM(19'-0"MAX SPAN) R�AsioNs
2, wra w>E oEscscre"ox
FAN BEAM FAN BEAM
J
HEADER
z CEILING FAN AND/ T ,07 21/2' 2 1/Y 2 1/2"
N OR LIGHT FIXTURE TYP I asrEL Joax tstmt
r x (MAX.30 Ibs.)
w
#14 x 3 1/2"S.D.S.SCREW �#12 S.D.S.SCREW �
FAN BEAM
AT BEAM AT HANGER CHANNEL DRAWN 6Y AT 'a
/ j
ALUM. ALLOY 6063—T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL cHE xEo GM
HOW TO DETERMINE
` TRIBUTARY WIDTH & e
FAN BEAM DETAILS 3
SH - 13
13OF 50 SHEETS
A B C ❑ E F G H I J
Z N
ATTACHED&FREESTANDING SOLID COVERS Q CD
BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS 4t o co
10 PSF LIVE LOAD-110,120,130 MPH-EXP.B&C 4 N N o
W 03 co
1.52 �A1 6.5"ROLLFORM � � U �
co _
1. 9' exsT" O X
>[ ATTACHED SOLID FREEST 1NG SOLO � W_ LL
mLKE Q S <2
SPACING So MAX.POST FTG. MIN. OST FIG. MIN. $o W O
\ N+eeE OOeuRse I T=12 Ga I ON SLAB m� SPACING (IN.) POST ACING QN.) POST m¢� U 7,_
6. • 2. 7' S0.6E oCCV.Rs ASTMA65355 c (P).(3) F (SPAN) (1) TYP (SPAN) (1) TYPE FE ¢ O
Z o.73" awe I \ 4.6, GRADE w GSD 3.0° C 11,-g„ 1 B 11'-9" 26 c� fn
III 0.070„ 4.0' O.O6s" .032° C 13,_7„ 5' 11,-9„ D B 11'4' 28 G 5, ' co M
.038' 0.075' II PP. typ. ALUM. r, 10'-91, 18 10'-9" 26 PI
2.08 IYP. I I 204' r 11'-4" 6' ._ P B G 6
L me J I
9 21 10'<1" 27
10'-0' 21 9'-8" 27
2.93' 3.0' 3.0' �• 3"SQ.x0,032"ALUM. BEAM J 8' 8' g.`)„ ^ 19 B 9.4 26 G B' fE,SSI
6.5"ROLLFORM MAG BEAM �„1 "I-BEAM �n1 4.5"MAG GUTTER �W/12 GA.STL."U"CHANNEL 9-4 22 9-1 26 aYq<
A ALUM.ALLOY ALUM.ALLOY 1' AL .ALLOY '� ALUM. C ASTM A65355 y 7'_7^ 9' 6'-10" 20 13 $'-10" 27. G 9� aK F
606&T6 W63-T6 5 TB 6D63.TB GRADE 50 GM O V
3 8'-10" 22 8'-7" 26
�\ (n 6,_9„ 10, B-68'-6" z23 B 8_6 B'-l" 227 G 10' I 55885 .
a 6'-2" 11' $,-1" 21 C 8'-1„ 27 G 11' .* .
0. mace T-mw O 8'-1" 23 T-9" 28
ocCU S � r 5'-8" 12' 7-8 T-6„ 224 C 7 67,-0„ 228 G 12'
0.110° .D42 fi s D3z 6 5" 0.042' 06-23-16
TYP. TYP. TYp. > ATTACHED SOLID FREESTANDINGTYR SOLID >
s .375" MAX.COL ��
= SPACING Sm MA CPOST FTG. MIN. MAX.POST FTG. MIN. 50
a, ON SLAB ¢a SPACING (IN.) POST SPACING (IN.) POST m�
I I I II I (2).(3) F (SPAN) (1) TYPE (SPAN) (1) TYPE DURALUM
�2.o"T4.0•�I-2D• I I 13'-7" 5' 11•_9„ is B 11'jo' 28 G 5' IAPM00195
MAX. NA%. 1--3.0'-I C 11'-7" 21 0'-10" 29
N 10'-9" 19 10'-9" 27
DBL.2"x6.5"x0.042" DBL.2"x6.5"x0.0$2" 3"x8"x0.042"BEAM r- 11'�" 6' B G 6'
7"[-BEAM I J K 10'-7" 2z 10'-0" 26
ALUM.ALLOY ALUM.ALLOY 30D4_H36 ALUM.ALLOY 30D4-H36 ALUM ALLOY 30D4-H36 10'-0" 20 10'-0" 27.
6063-T6 OR EQUAL OR EQUAL OR EQUAL 1 9'-8" 7' 1, o. 22 B 9'-3" 28 G
s V W/(ALUM 1 INSERT . 25' .J 8'$" g' 9'_4„9,_2" 223 B 9-08'-B„ 227 G B
6063-TB
FS
21 8'-1O" 27
(2)"C"INSERTS 7'-7" 8' 23 B 8'-2" 28 G 9'
ALUM.ALLOY e�G'na` 21 8'-6" 27
BDs3-Tc T-u onLL
6'-9" 10' 24 B T_g„ 28 Cj 10, i
IDL
WHERE'C SPLICE OCCURS AS SHOWN IN 8.0". 7.6 5° Ms r B.0-bq " 21 B'-1" 27
SPAN TABLES,RSHALL BE INSTALLED THE 0.042" GRPGEss O 6'-2" 11' 24 B T-6" 2g G 11' a
`m' .042' r' z2 28
FULL LENGTH OF THE 7"I-BEAM. IYP. .. lYP S'-8" 12' 25 T-2" 30 G 12'' }
/f
.fi25'
REVISIONS
,P
� _I„_4.0'�� ¢ ATTACHED SOLID FREESTANDING SOLID
3.0• MAX. 3.0" 2.675' 3.0' MAX. 3.0" = MAX. L. �� MAX POST FTG. MIN. MAXPOST FIG. MIN.
SPACII 0O 4S
DBL. 3"x8"XU.D42"BEAM WX8"X0.042"BEAM DBL.3„x8"x0.042„BEAM ON SLAB mg SPACING (IN.) POST SPACING (IN.) POST m�
L W/14 GA.STL. INSERT �,.ZW/DBL. 14 GA.STL. INSERT (z),(3) (sPAM 1p TYPE (SPAN (1) TYPE
ALUM.ALLOY 3004-H3B M gSTM A653 GRADE 50 G60 `'� ASTM A653 GRADE SD G60 ,-9" 20 11'-T' 29
OR EQUAL C 13'-7" 5' 1C2., 22 B 70,-6" 3o G 5'
/ 3WNO.042"BEAM DBL.3„x8"x0.042"BEAM 10'-9" 20 10'-T' 28 95TB.JOBi 16,W7
,.FOOTNOTE: "sAMpLE" �L!12 GA.STL.INSERT 11'-4" 6' B G 6'
i 1V W/DBL. 12 GA.STL. INSERT 0'- 23 9'-7" 30
FIGURE INDICATES ASTM A653 GRADE 50 G60 ASTM A653 GRADE 50 G60 1 ' 1 D'-D" 9'-9" 28
EXPOSURE B 9'-8" 7 B G 7' I
NOTE:WHERE I2 AND 14 G0.STEEL INSERTS 9'-6" 2 $'-10' 29
FIGURE INDICATES DMwN By AT
EXPOSURE C OCCUR AS SHOWN IN THE SPAN TABLES, NOTE:WHERE 12 AND 14 GA.STEEL INSERTS OCCUR AS 9'4" 21 9'-2" 27 /�
THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 8 _10', 24 $'-3" 29 V 8'
�-'WHERE ONLY ONE FIGURE SHOWN IN DILATES EXP.B&C. OF THE 3"XB"BEAM. THE FULL LENGTH OF THE 350 BEAM. '^ CHECI GM }
V-10" 22 8' 27
FOOTNOTES TO ALL SPAN TABLES: LL 7,7 24 B 10' 29 G. 9' BEAM TYPES FOR
$'-6" z 8'-3" 28 ATTACHED &
1.!ACHFOOTING AND DEPTHREPRESENTS
CUBED FOOTING.
OF 2.THE SMALLER
O COLUMN SPACING CI EXISTING SLABIS SHALL U M3. XIMUMHE COLUM SHALLN
BE MINISPACING
MEM 10'-TASURED
AT IDE BY
THE U) 6'-9" 10. B G 1 O'
EACH SIDE AND DEPTH OF CUBED FOOTING,SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING BROWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN 8'-0" 25 7'-6" 0
n- B'-1" z3 B 7'-1D" 29 FREESTANDING
WHERE SLAB REDUCED BY B"
CUBEDORF FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25830 psf• 6'-2" 11' G 11'
e MAYBE REDUCED BY B"FOR FREESTANDING ONLY. BEAM.WHERE 2PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE 0 T-T- 25 C 7'-2" l 31 SOLID COVERS j
OCCUR AT I0&20 psf INSTALLATIONS,SEE TABLE I,SHEET 47 FOR 91W MINIMUM. r" 7'-0^ 23 7'_7" 2g
MAXIMUM COLUMN SPACING ON IXISRNG SLAB. 5'$" 12' 7'_1" 25 C 6'-9" 31 S'L.I 14
v II!
14 OF M SHEETS 1
A 9 C D E F G H I J
� V
CD
ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP.B&C N N o
W m c13
3"SQ.ALUM.W/12 GA. F Q m
B MAG BEAM 4"I-BEAM 4.5"MAG GUTTER STL."U"CHANNEL F 7 [-BEAM � U d
Ut
x ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANO/NG SOLID ATTACHED SOLID FREESTA fNG SOLID a xf W_ lai
SPACING So MA76 P05T FTG. MIN. POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FIG. MIN. MA)LPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX-POST FTG. MIN. MAX.POST FTG. MIN. 5T FTG. MIN. 5 o W >' O
0,,, ON SLAB mg SPACING (IN.) POST S CING (IN.) POST SPACING (IN.7 POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING ON.
POSTSPACING (IN.) POST ACING (IN.) POST m g C.D Z Ln
(2),(3) Ir (SPAN) (i) TYPE (S ) (1) TYPE (SPAN1 (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) j1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYP (SPAN) (1) TYPE f Q (�
O
z 13'-7" 5, 10'4" 17 B 9'-6" 25 G 13'-7" 19 B 12'-4" 27 G 13'-3" 19 B 12'-2" 27 G 13'-4" 19 B 12-1 - 27 G 23'-4" 22 E 21'-3" 31 G 5, . cn o
O 10'-4" 19 9'-2" 6 13'-7" 21 12'-1" 28 13'-0" 21 11'-9" 28 12'-3" 20 1'-10' 28 23'3" 5 0'-B" 33
9'-9" 18 8'-10" 24 12'-9" 19 11'-8" 26 12'-2" 19 11'-6" 26 12'-7" 19 11'-6" 26 22'-0" 23 20'-0" 30 N c"?
r 11'j4" 6' 9'-s" 20 B 8'-8" 26 12'-9" 22 B 11'4" 28 G 12'-2" 21 B 11'-2" 28 G 4-3.-1,
7'-3" 21 B 71'-0" 28 G -0" 26 E 19'-6" 32 G B'
9,$„ 7' 9'-3" 18 B W-13" 25 2'-2" 20 11'-'1" 26 �. it'-3" 2D B 10'-1 " 26 G 12'-0" 20 B ll'-D" 26 -1 24 E 19'-0"8'-T' 332 G 7
9'-3" 21 B'-3" 26 G 12'-2" 23 B 10'-9" 27 11'-3" 22 1 D'-7" 27 1 U_4" 21 10'-2" 27 0'-10' 27
" , a' 10" 19 8'-2" 25 11' 21 10'-7" 27 10'-7" 20 104" 27 11'-6"
J 8'$" B 8'-10" 21 B '-1" 25. G 11 " 23 C 10'-4" 27 G 1D'-T' 23 B D'-2" 27 G 9'-9" 22 B 9'-7" G 20'-1" 28 E 1T-9" 31 G B e�Q�FEBa,1pq,�-9�
N T-T' 9, 8'-7" 19 B T-9" 26 4'-7" 22
10'-2" 28 10'-0" 20 B 10'0" 27 G 11'-0" 21 C W-1" 28 19'-2" 25 E 1T-6'T-1" 332 G 9'
8'-7" 22 T-7" 26 GC 10'-0" 27 G 1D'-0" 23 9'-7" 27 9'-2" 22 B y"6„ 27 G 19'-2" 28 5 '^J
LL
3 6,_9„ 10, B-3'8'-3" 222 B 7_77,�„ 227 G 9'-19'-7" 22a G 9- w6' 223 ri 9-6'9,_2" 22g G 70'-4'8,_9" 223 C $�9�'98,_7„ 227 G 18'-''8'-3" 229 E g 10" 332 H 10' u��j S5885
6'2" 11 '9;7" 29 9'-1" 21 9'-1" 26 9'AD.. 22 / 9'S" 29 1T-4" 26 E 16'-4" 33 �.., 11'
O _ , 8'-0°B,-0„ 223 B 7-4T-2" 226 G C '-3" 28 G 9'-1" 24 C 8'-9" 28 G 8'-4" 23 C 8'-2" 28 G 1T4" 29 16'-0" 33 - -
r 5'-8' 12' 7'-7" 21 C 7'-2" 27 G. E 9'-3" 29 8'-8" 21 C B'-8" 29 9'-6" '22 C 9'-2" 29 16'-8" 27 i6'-0" 34
T-7" 23 7'-0" 28 9'-1 29 G 6'-8" 24 8'-4" 28 G B'-9" 23 '-10" 28 G W-9" 30 E 15'-7" 33 H 12 OF Cql\
06-23-16
ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOL ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLfD ATTACHED SOLID FREESTANDING SOLID �'
T— mdx ax
n 2 5 ACING Sa MA7CPOST FTG. MIN. MA%•POST FIG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. POST FIG. IN. MNLPOST j'fG. MIN. MAX.POST FTG. MIN. MAX•POST FTO. MIN. MAX-POST FTG. MIN. MAKPOST FfG. MIN. rj a
Q. ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SP NG (IN.) POST SPACIN i (IN.) POST SPACING ON.) POST SPACING (IN.) POST SPACING ON.) POST SPACING (IN.) POST m
(2),(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SP (1) TYPE (Sp;? (17 TYPE (SPAN)
(1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE DURALUM
13'-T _5' 10'-4" 18 B 9'-6" 26 13'-7" 19 B 12'4" 28 G. 13'-3" B,�- " 28 G 13'4" 19 B 12'-211'-0' 229 G 23'23'-1" 227 E 21'20'-'I.. 334 G H 5' IAPMO 0195
O 10'-3" 20 9'-0" 28 G 13'-0" 22 11'-6" 30 13'-1" it'-6" 30 11'-2' 21
r 11'4" 6' 9'-9" 19 B 8'-10.. 26 G. 12'-9" 20 B 11'-6" 29 G. 12'-2" 20 71 6" 28 G+ 12 6" 20 B 11'-6" 28 G 22'-D" 24 E 20'-0" 32 G 5,
9'-B" 21 a'-6" 27 12'-8" 23 11'-1" 29 12'-0" 2r3" 10'-10" 29 10'-3" 22 10'-0' 28 21'-9" 26 19'-0" 34 H
9,-0„ 7' 9'-3" 19 B 8'-6' 26 G 12'-2" 21 B 11'-1" 27 11'-T' .'20 B 1 27 21'-�7T�" 211 17'-0" 27 20'-1 25 19'-0" 32 G ;aiAPPBovn
9'2" 228' 1" 27 12'-0" 24 10'-6" 29 G 11'-1" 23 '-3" 29 G2 B 9'-3" 28 G zD'-e" 29 E 18'0" 33H7J8,-0„ 8, B'-108'-9" 223 B 8'-2'7 B" 227 G 11,_1V-6" 225 C 10'-10'1„ 229 G 1 10,-4„ 224 B iD'-49,_9„ 278 G. 3 B 10'-68,-g�� 227 G 20'-19,_9„ill 229 E 17,_3„ 33„ 8'LL -T' 20 7'-9" 26 11'-1" 22 10'-2" 28 10'-0" 21 E�9�6
27 2 C 10'-7" 28 19'-2" 27 1T-6" 328'
7-7 9' g,6�, 23 B T4" 28 G 0'-10' 25 C 9'8" �G 9'-9" 24 28 23 B B'-2" 28 G 18'-9" 30 E 16'-7" 33 H
8'3' 21 7'-7" 28 10'-6" 23 9'-10" - B 9'-6" 2228 2 C 9'-8" 28 18'-3" 27 6'-10" 32Cn 6'-9" 10' gt2" 24 B 7'2" 28 G 10'-3" 26 C 9'�1" 28 G 9'-3" 25 28 G24 B 7'-9" 26 G 17'-10' 31 E 16'-1" 32 H6'-2" 11' B-0", „ 21 B T-4" 27 G 10'-0" 23 C 9'-7" 29 G, 9'_11, 22 2a G 2 C 9'-3" 28 G. 7T-4' 27 E 16'-0" 33 HIL O 7-9 24 T-0" 29 9'-9" 26 9'-1" 29 8'A ov" 25 29 7 24 B T-W 29 1T-1" 31 15'-7" 33
5'-0„ 12' 7'-7,7'-0" 224 C 7 26_9" 230 G 9'_7„9,,,t„ 22s,'E 9-3'8.9" 230 G. B B'8.4. 225 23D G 8 1 6'-10" 3 C B 8 10T-2" 230 G 76'-B'6,�„ 232 E 16,_0"5'-1" 333 H 12' 1
B i
REVRIDNS
ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLIDI ATTACHED SOLID FREESTANDING SOLID ATTACHED SOCIO F STANDING SOLID ATTACHED SOLID FREESTAND/NG SOLID .x nwc un oEs +
MAX.COL G� -
SPACING Fjo MAX POST FTG. MIN. MAX.POST FTG. MIN[ MAX,POST FTG. MIN. MAX-POST FIG. MIN. MAX-POST FIG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAXP FTG. MIN. MP]GPOST FTG. MIN. MAACING PTG. MIN. So
ON SLAB m� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACIN (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m S�
_ (Zb(3) r (SPAN) (1) TYPE (SPAN? (�i TYPE (SPAN) ti) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (p TYPE (SPAN) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE
13'-7" 5' 10'4" 19 B 9-3" 28 13'-7" 21 B 12'-2" 30 13'3" 21 B 12'-0" 29 G 12'-6" 20 B 12'-0" 29 23'4' 25 E 20'-1 " 34 H 5,
O 21 8'-8" 29 G 13'-1" 23 1'4" 31 G 2'-7" 23 11'-2" 31 1V4 22 10'-i' 30 2T-6" 26 19'-7" 36 J
9'-9" 20 B'-9" 27 12'-9" 22 11'-6" 29 12'-2" 21 11'-3" 29 11'-4" 21 11'-3" 29 '-0" 26 19'-8" 34 H =M 4STELJOB0 6+or+
T_ ' 11'�„ B, g.-0�� B , g'_2„ 28 G 12'-0" 24 B 10'-B" 30 G 11'-6" 24 B 0'-7" 30 G 9-4, 22 B 9,_2" 29 G 1,_2„ 29 E 18'_4" 35 I s�
PATE M.bt6 e
7' 9'ti"9,-0„ 22&' B 8-07-9" 226 G 12,_,,,1'-8" 225 B C 10 10,_2�, 230 G 11'-3"0_B^ 224 B 10.80,-0„ 230 G 10'-78,_9„ 223 B 10'-B'7" 229 G 20'-20 2 tE 1g'-lT 6" 335 H 1 7
DRAWN BY AT
81 8'-10" +, 21 B 8'-D" 26 G. 11'-8" 23 10'-6" 28 G. 10'-7" 22 B 1D'-3" 26 G 10'-0" 22 B 9'-10" 28 G. 20'-1" 18'-0" 33 H $,8-7 24 T-6" 26 11'-1" 26 C 9'-9" 3D 10'o" 25 9'4" 298'-2" 23 B'-D" 28 19'-2" W-9" 34 mmrcm GM
„ 8'-7" 22 7'-B" 27 11'-1" 23 10'-1" 28 10'-0" 23 B 9'-9" 28 9'-4" 22 9'ji" 26 19'-2" 1T-3" 32 7-7 9' - g�3" 24 B LL T-2" 29 G 10'-0" 26 C 9'4" 29 G 9'4" 25 C 8'-10" 29 G T-8" 24 B T7" 29 G J&_V 16'-1" 34 H 9' SOLID COVERS ATTACHED
(n 6'-9" ,10, 8-3 -10" 225 B 7ST-0" 230 G 10'6"' 10" 227 C 9 B'9'-1" 230 G 9 6'8'-6" 225 C 9-38'-1" 230'LT G B 107'-0" 224 B 8-1011 7'2" 23D G 16'-17'-2" 16 8'S 7" 334 ' &FREESTANDING BEAM
8'-0" 23 B 7'-3" 29 10'-0" 24 C 9'-4" 29 9'-1" 24 8'10" 29 B'-6" 23 C 8'-6" 29 17'-4" 16'-2" 33 H SPANS, 10 PSF L.L,
25 C 6'9" 31 G 9'6" 27 E 8'-9" 31 G 7'-9" 25 C T4' 31 G 6'-4" 24B 6'-10' 31 G 16'-4" 15'-1" 33 I 1 110-130 MPH5'$" 12' 7'-7" 23 c T V 29 G 9'-T' 25 9'-2" 29 G. 8'-8" 24 G. 8'-6" 29 G g'-2' 23 C E'-1" 29 G. 16'-8" 15'-B" 33 H 12, 3
T-1" 25 6'-7" 31 9'-1" 28 E 8'-6" 31 7'-7" 25 6'-9" 31 5'-9" 24 B V-7" 31 15'-9" 33 14'-8" 33 1 �1 u _
J n i
uDFsosHffrs
A B C p E F G H o I J ,
N
c- ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C I-,.1� CD
CO O
7"I-B"C"INSERT
7"1-BEAM DBL.2'Sc6.5"x0.042" DBL.2"x6.5"x0.032" 3"x8"x0.042"BEAM [� H U
\ G W/(1)"C"INSERT H W!(2)"C"INSERTS � J OR n, � U 143*
m
\ O X
ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHEDSOUD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID cr_� W LaL
SPACINGX.COL mdF MAx.POST FTG. MIN.
SPACING So MAX.POST L�TfGG. MIN. MAX.POSi FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. SPAC SPACING SPACING �G' MIN. SPACING MAX.POST
P CING MIN. �c U
ON SLAB m SPACING 0 POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) p05T SPACING ON POST (IN) POST N) POST m
C (2)•(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (7) T'PE (SPAN) (7) TYPE (SPAN) (1) TYPE FORDBL FOR3•xe" 7 TYPE FOR DBL. FORS TYPE F�' ¢ 0
C r .6 .Mr BEAM ( ) r+fi.s+u.p32 BEA (7) C
26'-9" 23 - 24'-4" 32 G 29'-6" 24 26'-1 33 H 16'-0" 20 W-U" 29 13'-2" 13'-8" 19 13'-2" 1 ' 27
z O 13'-7" 5' 26•_g" 26 23'-8" 34 H 29'-6" 27 E 26'-2" 35 1 16'-0" 22 B 15'-3" 30 G 12'-7" 2'-10" 21 B 12'-3" 12'-7" 29 G 5' o
r 25'-2 2 23�0" 31 G 27'-9" 25 26-3" 32 G 14'-7" 20 14'-7" 28 12'-1' 12'-6" 19 12'- " 12'-6" 27 , N m
r 11'4" 6' .25'-3" 27 E '4" 33 H 27'-9" 28 E 24'-7" 34 H 14'-7" 23 B 14'-D" 29 G 11'-6" 1'-9" 21 B 11'-2" 11'-6" 28 G 6 ,��,
L 9,$„ T, 24'-24'-0" 226 E 21'-9" 3 G 26'-4" 26 E 24'-0" 32 H 13'-6. 21 C 13'-6" 28 G. 11'-2" 11'-7" 20 11'-2" 11'-T' 27 G �, o
° 21'-3" 3 H 26'-4" 29 23'4" 34 13'E" 23 13'-0" 29 10'-B" D'-10" 22 10'4" 10'-8" 27
23'-0" 26 20'-t 32 25'-3" 27 23'-0" 33 12'-B" 2 12'-8" 28 10'-6" 10'-1 10'-0" 10-10 27 ,
23'-0" 29 E 20'-3" 32 25'-3" 30 E 22'4" 33 H 12'-8" 24 C 12'-2" 28 G 10'-0" 10'- 22 B 9'-9" 10'-0" 27 G B FES81
cli „ 22'-1" 27 2D'-1" 33 4'-3" 27 22'-11. 34 H 12'-0" 22 12'-D" 29 9'-1 D" 10'- ' 21 C 9'-10" 10'-2" 27 _
7-7 9 �_7�� gp E 19'-7" 33 H 24'-3" 31 E 21'-7" 34 I 12';D" 24 C 1'-6" 29 G 9'4" 9'-8" 23 B 9'-2" 9'4" 27 C7 9'
a 6!_g„ 10, 21' 21'-4" 231 E 19'48'-10' 333 H 23 23 232 E 21'20'_9" 334 11'-471'-4" 225 Ci it' 0'-10" 229 G 9-4 -0�,1. 9-2y,_2�� 223 Ci 9-4'8'-g" g_2'8'-6" 227 G 10' S5885 "Y
O 6'-2" 11' 2U'-B"0$ 237 E 18'-9" 34 1 22'-9" E 20'-B" 35 1 10'-1 " 22 E 10'-1 " 30 -0" B'4" 21 9'-0" B'4" 28
78'-3" 34 22'-g" 32 20'-2" 35 0'-10" 25 10'-0" 29 8'-7' 8'4" 23 C 8'-0" 7'-6' 28 G
r 5'-8" 12' 20'-1" 28 E 18'-3 35 1 29-4E 20'-1" 36 J 70'4" 23 E 10'4" 30 8'-T' T-B" 21 C B'-7" 7'-B" 28 G 12' ..
20'-1" 32 17'4' 35 22'-1" 33 19 7- 35 10'4" 26 0'-0" G 8'-2" T-8" 23 8'-0" 7'-1" 2B
06-23-16
MAX.COLi ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREES TAND/ SOLID ATTACHED SOLID FREESTANDING SOUD ATTACHED SOLID FREESTANDING SOLID
SPACING So MAX-POST FIG. MIN. MAXPOST FTG. MIN. MPX.PDST FTG. MIN. MAX.POST FTG. MAXPOST FTG. IN. MAX.POST FTG. MAXPOSi MAXPOST MAXPOSi MAX.POST a�
m SPACING IN. POST SPACING (IN.) PO SPACING O POST SPACING MIN. SPACING SPACING ON.' MIN. SPACING SPACING fir'' MIN. So
Q- (2 SLAB ( ) (IN.) POST (PACING (IN.) POST (Spp SPACING ((1) POST (IN.) p05T (IN.) p05T m
(3'-T Fm- (SPAN) (i) TYPE (SPAN) 4 TYPE (SPM1 (i) TYPE ((PAN) (7) TYPE (SPAN) TYPE (SPAN) (i) TYPE�5W� FBEAM (1) TYPE Yxd�W FOR
(1) TYPE F$'
DURALUM
13'T' S' 26'-9" 24 E 24'4" H 29'6" 25 E 26'-1 35 I 16'- 20 B 16'-0" 30 G 13'-2" 13'8" 20 B 13'-2" 13'-6" 29 G. 5' IAPMO 0195
- 26'-0" 28 23'-1" 36 1 29'-2" 29 25'4" 36 K 4'- 22 14'-7" 31 12'-7" 11'-B" 27 12'-3" 11'-6" 30
° r 1 V-4" 6' 25'-3" 25 E 23'-0" 33 H 27'-g" 26 E 25'-3" 34 H 4'-T' B 14'-7" 29 12'-1" 12 6. 20 B 12'-V 12'-6" 28 G 6'
29 21'-9" 35 1 27'-6" 30 23'-10 36 13'-8" 2 13'4" 31 G 11'-6" 0'-8" 22 11'-2" 1D'-6" 29
T 9!_g�, T 24'-0" 26 21'-9" 33' H 26'4" 27 24'-0" 3 H 13'-6" 21 13'-6" 29 11'-2" 11'-7" 21 11'-2" 11'-7" 28 MA"M VAL
3'-B" 30 E 2D'-8" 34 I 26'-7" 31 E 22W' 35 I 12'-8" 23 C 12'4" 30 G 10'-8" 10'-D" 23 B 10'4" 9'-8" 28 G 7
J 8'-6" g' 23'-0" 27 20'-1 32 25'-3" 28 23'-0" 33 H 12'-8" 21 12'- 28 70'-6" 0'-1 21 10'-6" D'-1 27 ,
22'-6" 37 E 19'-9" 34 H 25'-0" 32 E 1'-9" 35 I 11'-10 24 C 11'- ' 30 G 10'-0" 9'-3" 23 B 9'-9" 9'-1" 28 G 8
T,_T, 9, 22 121'-9" 232 E 20'-019'_V 334 H 24'-24'-D" 233 ' 22 21'-D" 335 H 1 12 Ot t'_2" 224 L` 12'_0"1-0" 29 G 9-1094 1p 8'-91, 223 C B 9'-1 p9_2 10 28'-7" 228 G 9
LL
6,_9" 10, 21'4"t'-1" 232 E 19' 18'4" 333 H 1 23 23�_2" ?33 E 21'20'-2" 334 1 11'4'0'-8" 225 C' 11' 90'4" 229 G 949'-0�� gi_26�4�� 224 C 8 94'8._9„ 9-27•_g^ 228 G
6'-2" 11' 20'-8" 29 E 16'-9" 34 1 22'-9" 30 E 20'-8" 35 I 10'-7 " 22 E 10'-1 " 3D 9'-0 8'4" 22 C 9'-0" 8'4" 26 G+ 11'
Q 20'4" 33 1T-9" 34 22'-6" 34 19'-7" 35 J 10'-2" 25 9'-10" 29 G 8'- 8'-D" 24 B'4" T-1" 29
r -1 813320'-1 35_B, 12, 0 3 42 3 - 22 Bill"
24 7g '- 22 0
21' E 30 ( C 8-0" 67 30 G 12
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ATTACHEDSOLID FREESTAND/NGSOUD ATTACHEDSOUO FREESTANO/NG SOLID ATTACHEDSOUD FREES SOLID ATTACHED SOLID FREESTANDINGSOLIDMAX
OL
SPACING �o •POST FTG. MIN. POST FIG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. POST MAXPOST PTG. MI MAX•POSi MAXPOBT FFG. MIN. so
D_ ON SLAB m� SPACING (IN.) POSY SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) p05T SPACING (IN.) POST SPACING SPACNG ON-) p05T SPACING SPACING (IN.) POST m�
(2),(3) (SPAN) (7) TYPE ((PAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) TYPE FOR DBL FORM TYPE RDBL FOR 3"xe' 1 .TYPE ¢¢ _
- (1) 2"x6.5'DBL BEAM (,) 2 .5m.03r BFAM ( ) F
26'' 26' 24'-0" 35 I 29'S" 27 26'4" 36 16'-0" 22 15'-7" 32 13'-2" 13'-1" 20 13'-P" 13'SE 27
O 13'-7" 5' 25'-9";29 E 22'4" 37 K 28'-6" 30 E 24'-B" 36 K 13'-8" 24 B 13'4" 32 G 12'-T' D'-9" 22 B 12'-3 10'-7" 29 G 5'
25'3'4,-3" 230 E 22'-' 1" 337 1 K 2T 26'-9" 231 E 24'-23•-3 337 I K 14 712-T 24 B 14'-3'2.3" 332 G 12�_7��1,-0�� 12-0�_10" 223 B 12,_'��1,_2�� 1 228 G 6, 45Ta.lpe6 t6.16>'t
z , 24'-0" 28 21'-6" 34 H 26'4" 29 23'B" 35 1 13'-6" 23 13'-2" 30 11'-2" ill 1" 22 11'-2" 11'-1" 27 p"TE °sots
�' E 20'-1" 36 K 25'-6" 32 E 22'-1" 37 K 11'-8" 25 C 11'4" 31 G 10'-8" 9'-2" 23 B 1p'4" 9'-0" 7 G 7' {
J 8'-6'/ 8' 23'-0" 29 20'-7" 34 H 25'-3" 30 22'-B" 35 1 12'-8" 24 12'4" 30 10'-6" 10'4" 22 10.4. 10'4" 27 DMWN 6Y AT
i 22'-1" 32 E 19'-2" 36 1 24'4" 33 E 21'-2" 37 K 10'-10 25 C 10'-8" 30 G 10'-0" 8'-T' 24 B 9'-9" 8'4" 27 B' cxEa® cN
/,_T, 9• 22'-Zt'_3,� 233 E 19'_g"V-V 335 H 1 24 23'-6" 334 E 21'-20'4" 336 I K 12 0'-3" 226 Ci 11'-B"0'-7" 230 C7 9 10g,4„ 9-98'_1" 224 C B 9'-109 2 9''81' 10" 227 G SOLID COVERS ATTACHED
/ 21'4" 30 19'-1" 34 H 23'-6" 31 21'-l" 34 I 11'4" 25 11'-1" 29 g'4" 9'-2" 23 9'4" B'-9" 28 @
6-9" 10 20'-T' 34 E 1T-10' 35 I 22'-8" 35 E 19'-B" 36 J g'-9" 27 C' 9'7" 30 G 9'-0" 7'-8" 25 Ci B'4" 7'-2" 27 G 10' \ &FREESTANDING BEAM
20'-B" 31 E 18'-6" 34 1 22'-9" 32 20'4" 35 1 10'-1 25 10W" 29 g'-0" 64" 23 9'-0" 8'-0" 26 SPANS, 10 PSF L.L,
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9'-10' 35 1T-3" 35 J 22'-0" 36 E 19'-1" 36 J 9'4" 27 E 9'-2" 31 G 8'-7" 7'4" 25 C' 6'-0" 6'-7" 28 G 11' C110-130 MPH 5,_B, 12, 20'-1 y,_3,� 335 E 18'-0'6'-9' 334 1 J 21'3" 33T E 79'-9 B'S" 335 J 10'4'9'-0" 227 E 10'-28l_9„ 331 H G 8-7g,_2 7-B�_70" Z25 Ci B 774" 74'6-0" 22B C7 12' V 16
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N N o
3"x8x0.042" BEAM 3"x8"x0.042"BEAM DBL.3"x8"X0.042"BEAM DBL.3"x8"X0.042"BEAM Q
DBL.3"x8"x0.042"BEAM vl A�eL/14 GA.STL. INSERT N W/12 GA.STL.INSERT O W/DBL 14 GA.STL. INSERT WI DBL.12 GA.STL. INSERT U rn
P - 0 x
x CHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID a i W L¢L
MPACING POS FTG. MIN. MAX.POST FTG. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAY POST FTG. MIN. MPX.POST FTG. MIN. �o W
SPACING S o MIN. LI O
ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING ON.) POST SPACING (IN.) POST SPACING (IN.) POST mg Z O
(GPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE ¢ 0 c-
G O — <-
z 13'-7" 5' 19'3" 2 WTI 30 18'4" 21 18'-4" 30 20'-1" 21 20'-1" 30 25'-1 " 23 25'-1 " 32 H 28'-4" 24 E 27'-8' 35 J 5, o �j
O 18'-1" 23 C 1T-8" 31 G 18'4" 23 C 1T8" 31 G 20'-1" 24 C 19'4" 32 G 5'-10" 26 E 4'-10' 34 25'-4" 27 2T-0" 37 co —
T" IT 7" 22 1T-7" 29 16'-9" 21 16'-9" 29 18'4" 2 1B'-4" 30 23'-B" 24 23'-8" 32 25'-1 25 25'-1 34 N
r 11'4" 6' 16'-6" 24 C 16'-1" 31 G 16'-9" 24 C 16'-2" 31 G 18'4" 25 C 1T-B" 31 G 23'-8" 27 E 22'-9" 33 �-{ 5'-1D" 27 E 4'-10" 36 J 6' rn
L 9,,,8„ 7, 16'-15._3„ 224 C' 76'lb 0" 230 G 15'-15'-7" 224 C+ 1S 1b,_0„ 230 G 1T_1" 22 E 1T-1" 30 G. 22'_0" 24 E 22'-21,_7„ 333 H 24'-2A'-0" 228 E 24'-23,_1- 335 J 7
17'-1" 25 16'4" 31 22'-0" 27
° , 15'3" 23 15'-3" 30 14'-7" 22 14'-7" 29 16'-0" 23 16'0" 30 20'-7" 25 20'-7" 3 22'6" 26 22'5" 34
J s's" 6 E E G E G E H E J e' fESSI
14'4" 25 14'-D" 29 G 14'-7" 25 14'-1" 29 16'-0" 26 15'-4.. 30 20'-7" 28 19'-9" 32 22'-6' 29 21'-7' 34 QPp �9(
„ 14'4" 23 14'4" 30 73'-9" 23 13'-9" 30 15'-1" 23 15'-1" 21 19'-4" 25 19'-4" 33 21'-2" 26 21'-2" 35 K
7-7 9 13'-7" 25 E 13'-2" 30 G 13'-9" 26 E 13'-3" 30 G 15'-1" 26 E 14'-6" 30 G 19'-4" 29 E 16'-7" 32 H 21'-2" 29 E 20'-4" 35 J 9 y�Tg���
3 U) 6'-9" 10' 13'-0" 24 E 13'-0" 31 13'-1" 23 73'-1" 30 14'-3" 24 E 14'-3" 21 G 18'4" 26 E 18'4" 33 H zo'-r' 27 E 20'-7" 35 J 10' u V 5 5885
2'-70 26 2'-7" 30 G 13'-7" 26 E 12'-7" 30 G 14'-3" 27 73'-9" 31 18'4" 29 17'-8" 33 20'-1" 30 194 35
6'-2" 11' 13 24 E 1371" 31 12'-6" 24 E 12'-S" 31 13'-8" 24 13'-8" 31 1T-7" 26 IT 7" 34 H 19'-2" 27 E 19'-2" 36 J -
O 12'-3" 26 12'-D" 30 G 12'6" 26 12'-0" 30 G E G E 6'-10' 33 19'-2" 30 18'-6" 35
13'-B" 27 13'-1" 31 T-7" 30
T 12' 24 12'-6" 31 12'-0" 24 12'-D" 31 73'-1" 25 13'-1" 32 16'-9" 27 16'-9" 34 H 18'4" 28 18'4" 36
5'-8" 12' 11'-9" 27 E 11'-V 31 G 12'-0" 27 E 11'-6" 31 G 13'-1" 28 E 12'-7" 32 G 16'-9" 30 E 16'-2" 34 I 18'4" 31 E 1T-8" 36 J 12' _ -
OF CAl\E
06-23-16
ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANO/NG SOLID L
MAX.COL. r @
° = SPACING S o MAX.POST FTG. MIN. MA%.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MH1C.P05T FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. k2XV-2""'
FTG. MIN. MAXPOST FTG. MIN. MA%POST FTG. MIN. rja
a, ON SLAB �g SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST (IN.) POST SPACING ON.) POST SPACING (IN.) POST m�
C (2),(3) (SPAWN') (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN)' (1) TYPE (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE DURALUM
C 13'-7" 5' 22 C 19'-3" 32 18'-0" 22 18'-4" 3 G 20'-1" 22 G, 20'-1" 32 G 25' "" 24 E 346 H K 28'-26'-8" 228 E 2T 26'-1" 35 1 37 - K 5. IAPMO 0195
O W-15" 24 B 16'-1" 32 G 1T4" 24 C 1T-0" 33 H 19'-0" 25 18'-6" 33 H ZV4- 27
11'4" 6' 17'-7" 23 G. 77'-7" 31 G. 16'-9" 22 G, 16'-9" 31 G 1B'-4" 23 G. 18'-4" 31 G 23'-8" 25 E 33 H 25'-1 " 26 E 25'-1 " 34 H 6,
15'-7" 25 14'-6" 32 5'-10' 25 15'-6" 32 174" 26 7T W 33 H 22'-3" 28 35 1 1 24'4" 29 23'-9" 36 J
1 9,_B„ �, 16'J" 23 G. 16'-3" 30 15'-7" 23 L. 15'-T' 30 G" 17'-1" 23 E 17'-1" 31 �. 22'-0" 26 E 33 H 24'-0" 26 E 24'-0" 34 H �, MMPROYAL
14'-0" 25 13'-8" 31 G 14'-8" 26 14'4" 31 16'-1" 26 15'-B" 's2 20'-B" 29 34 22'-7" 29 22'-1" 35 I
J 8'-6" 8, 16 13'-7" 226 E C 15 12'-9" 330 G 14'-73'-9" 226 E 14'-13'-6" 231 G 16'-0" 24 E 16'-0" 30 G 20'-7" 26 E 20'-7" 32 H 22'-6" 27 E 22'-6" 33 H 6,
3 15'-1" 27 14'-8" 32 19'-4" 29 6'-10' 34 21'-2' 30 W-8" 34 I
" , 14'-4" 24 14'4" 30 13'-9" 24 13'-9" 30 15'-7" 25 15'-1" 31 G 19'4" 27 19'-4" 32 21'-2" 27 21'-2" 34 H
LL 7-7 9 12'4" 26 E 12'-1" 30 G 13'-0" 27 E 12'-8" 30 G 14'-2" 27 E 3'-10" 31 H 1 B'-3" 30 E T-1 D' 33 H 20'-0" 31 E 19'-6" 34 I 9'
13'-8" 25 13'-B" 3 13'-1" 24 13'-1" 30 G 14'-3" 25 14'3" 31 1B'4" 27 18'4" 33 20'-1" 211 29'-1" 34 H
cn s'-s" 1 a' E G E E H E H E 10,
27 11'-6" 30 12'4" 27 12'-1" 30 H 13'-6" 28 13'-2" 31 7T4" 30 1T-0" 33 19'-0" 31 IW-6- 33 1 {
6'-2" 11, 13' 1" 25 E 13'-11' 31 H 12'-6" 25 E 12'-6" 31 G 13'-8" 25 E 13'-8" 3 H 17`-7" 28 E 1T-7" 33 H 19'-2" 28 E 19'-2" 34
O 11'-2" 27 11'-0" 30 11'-9" 28 11'6" 30 H 12'-10" 26 12'-7" 31 16'-7" 31 16'-2" 33 18'-1" 32 17'-8" 34
r 5'-8" 12' 12'-6" 25 E 12'-6" 31 H 12'-0" 25 12'-0" . 31 13'-1" 26 7T-1" 32 16'-9" 28 16'-9" 34 H 18'4" 29 E 18'4 35 I 12" 1
10'-8" 27 10'-0" 30 11'-3" 26 E 11'-1" 30 H 12'4" 29 E 12'-1" 32 H 5'-10" 31 E 15'-6" 33 I 17'4" 32 17'-0" 34
6 }
BENGIONS E
x ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID x wWc w>E oEswwmx
SPACING S o MAX.PO.9 FTG. MIN. MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX•POST FfG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. Sc
Q, ON SLAB m 9 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IR) POST eg ;
° C (2),(3) f (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE
M 13'-7" 5' 18'1'9 1" 224 C B 16'-''4 9" 333 H 18'1"6'-0" 225 C B 18'-0"5 7 334 H 20`-7" 24 G. 19'-B" 34 H 25'-1 26 E 25'3" 36 J 28' " 26 E 27'-24'-0" 336 K 5
17'4" " 26 17'-1" 35 1 22'4" 28 1'-10' 37 K 24'-0" 29
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7 r 114" 6 13'-10" 25 C 13'-6" 32 G 14'-7" 26 C 14'-3" 33 H 15'-10' 26 C 75'-7" 34 H 20'-6" 29 E 20'-1" 36 K 22'-0" 30 E 1'-10" 37 K 6 e
1 15'-7" 24 C 15'-6" 31 G 15'-7" 24 C 15'-3" 31 G 1T-1" 25 E 16'-8" 32 G 22'-D" 27 E 27'-6" 34 H 24'-O" 28 E 23'-6" 35 1 7 DATE
9'-0�, �� 2'-9" 26 2'-7" 32 13'-6" 26 13'-2" 32 14'-9" 27 14'-0" 33 H 19'-0" 29 18'-7" 35 I 20'-9" 30 20'-3" 36 K oHAwx BY AT
J 6,,�" 8' 14'-7" 25 E 74'-6" 31 14'-7" 25 E 14'-3" 31 16'-0" 25 15'-7" 32 20'-7" 26 20'- " 34 H 22'-6" 29 22'-0" 35 $,
12'-0" 26 C 11'-9" 31 G 12'-B" 27 C 12'4" 32 G 13'-10' 28 E 13'-6" 32 H 1T-9" 3D E 1T4" 35 I 79'-6" 31 E 19'-0" 35 GiECKED GM
° N 7'-7" 9' 73-91'4" 227 E 13'-8'1'-i" 331 H G 73 12'-0" 227 E 13'-8"1'-8" 331 H G 15 113'-1" 228 E 14'-82'-9" 332 H 19'76'-9" 231 E 19 164" 334 H 21'-18'4, 232 E 20-$8'-0" 335 H I 9 SOLID COVERS ATTACHED
LL 13'1" 26 13'-0" 30 H 13'-1" 26 12'-9" 30 14'-0" 26 14'-0" 31 18'4" 29 1B'-0" 33 20'-1" 30 19'-8" 34 H &FREESTANDING BEAM
(/� 6'-9" 10' 10'-9" 27 E 10'-7" 30 G 11'4" 28 E 1W" 31 H 12'4" 29 E 12'-1" 31 H 16'-0' 31 E 15'-r 34 H 17'4" 32 E 17'-7" 35 I 10
0' 72'-S" 26 U
12'-6" 26 12'-2" 31 13'-B" 27 13'4" 3 1T-7" 29 17'-2" 33 19'-2" 30 18'-9" 34 SPANS, 10 PSF L.L,
O 6-2 11' 10'-3" 28 E H O'-10' 28 E 1D'-7" 31 H 11'-10' 29 E 11'7" 37 H 15'-2" 32 E 4'-10 33 H 16'-T' 33 16-3 34 ' 110-130 MPH
5' '• 12, 12'-9'-10" 228 E H 12'_0"D,4„ 229 E 11'-B p,_1„ 331 H 13'-111'4" 230 E 12''911,_1„ 331 F{ 16'-9'4'-7" 332 E 16'-6'4,_3„ 333 18'4'S'-10 333 E 18'-D"5,_ 3 12'
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06-23-16
ATTACHED FREESTANDING
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ON SLAB �`� SPACING (IN.) POST SPACING (IN.) POST Lg
(2).(3) F (SPAN) (1) TYPE (SPAN) (1) TYPE . DURALUM
32'-0" 20 E 32'-0" 36 K 5, IAPM0 0195
O 32'-0" 23 30'-3" 36
CV 29'-2" 20 29'-2" 35 1
T. 11-4 6' 29'-2" 23 E 2T-8" 37 K 6'
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27'-1" 24 E 25'-8" 37 K 7
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32'-0" 32'-0" 38
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E 6'-2" 11' 21'-8" 2a 1'-8" 36 dK
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