PMT16-02081 City of Menifee Permit No.: PMT16-02081
29714 HAUN RD. Type: Residential Addition
<rCCEL/!� MENIFEE, CA 92586
MENIFEE Date Issued:
07I01I2016
PERMIT
Site Address: 27170 KEPLER ST, MENIFEE, CA 92584 Parcel Number: 360-402-007
Construction Cost: $2,270.00
Existing Use: 1 &2 Family Residence Proposed Use:
Description of INSTALL 252 SO FT SOLID ALUMAWOOD PATIO COVER W/ELECTRICAL 1 FAN
Work:
Owner Contractor
PETIER&JOANIE RICHARDSON GUTTERS N COVERS CONSTRUCTION INC
27170 KEPLER ST 19069 VAN BUERN BOULEVARD#114
MENIFEE, CA 92584 RIVERSIDE. CA 92508
Applicant Phone:9516728022
REBECCA HALL License Number: 945962
GUTTERS N COVERS CONSTRUCTION INC
19069 VAN BUERN BOULEVARD#114
RIVERSIDE, CA 92508
Fee Description Qtv Amount($)
Receptacle, Switch, Outlet&Fixture 1 116.00
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 5.80
$290.45
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 ❑ 1 am exempt from licensure under the Contractors'State License Law for tl
I hereby affirm under penalty or perjury that I am licensed under provisions of following reason:
Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that, except for my personal residence
Professions Code an y license is in full force 1and effect. which I must have resided for at least one year prior to completion
License Class Lice ll V Z improvements covered by this permit,1 cannot legally sell a structure that I ha,
Expires ` l Z.o I(b Signature built as an owner-building If it has not been constructed in its entirety by license
contractors. I understand that a copy of the applicable law,Section 7044 of ti
WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application
submitted or at the following Web site:
❑ 1 hereby affirm under penalty of perjury one of the following declarations: hit z F r.le i fo. ov/calaw.htmt.
I have and will maintain a certificate of consent of self-insure for workers' _
compensation,issued by the Director of Industrial Relations as provided for by Date 2-Z;-I(o
Section 3700 of the Labor Code, for the performance of work for which this
permit is issued. Property Owner orAuthorized Agent
Policy# ❑ By my Signature below, I certify to each of the following: I am the proper
P�I have and will maintain workers' compensation insurance, as required by owner or authorized to act on the property owner's behalf. I have read th
section 3700 of the Labor Code, for the performance of the work for which this application and the Information I have provided Is correct. I agree to comp
permit is issued.My workers'compensation insurance carrier and policy number are: with all applicable city and county ordinances and state laws relating to buildir
construction.I auth prize representatives of this city or county to enter the abov,
Carrier �a.P 44 Nnn ident F+s-frspection purposes.
Policy# 5t.vr I[&ht)(o Expires yh-31 h, Date 2- 71,'-!6
Property erorAuthorized Agent c
(This section need not be completed if the permit is for City Business License#
one-hundred dollars($100)or less) c
❑ 1 certify that in the performance of the work for which this permit is issued,I HAZARDOUS MATERIAL DECLARATION
shall not employ any persons in any manner so as to become subject to the Will the applicant or future building occupant handle hazardous material or:
workers'compensation laws of California, and agree that if I should become mixture containing a hazardous material equal to or greater that the
subject to the workers'compensation provisions of Section 3700 of the Labor amounts specified on the Hazardous Materials Information Guide?
Code,I shall f h ith omply with those provisions. ❑YES.-[�NO
Applicant; ' Date; Will the intended use of the building by the applicant or future building
occupant require a permit for the construction or modification from South
WARNING: FAILURE TO SECURE WORKERS' Coast Air Quality Management District(SCAQMD)?See permitting checklis
COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL forguideli as
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND OYES-1
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS
($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed building or modified facility be within 1000 feet of the oute
DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of a school?
LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑YESr)6'NO
CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD
I hereby affirm that under the penalty of perjury there is a construction lending permitting checklist.I understand my requirements under the State of
agency for the performance of the work which this permit is issued(Section California Health&Safety Code,Section 25505 and 25534 concerning
3097 Civil Code) hazardous material reporting.
OWNER BUILDER DECLARATIONS &YES ❑NO
I hereby affirm under penalty of perjury that I am exempt from the Con4ac1ors Date 2-7Fr-�6
License Law for the reason(s)indicated below by the checkmark(s)I have placed PROPERTY NER OR AUTHORIZED AGENT
next to the applicable item(s)(Section 7031.5.Business and Professions Code:
Any city or county that requires a permit to construct, alter,improve, demolish, EPA RENOVATION,REPAIR AND PAINTING RENOVATION,REPAIR AND PAINTING(RRP
or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
provisions of the Contractor's State License Law(Chapter 9(commencing with receiving compensation for most work that disturbs paint in a pre-1978
Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firms and comply with
she is exempt from Iicensure and the basis for the alleged exemption. Any required practices.This includes rental property owners and property
violation of Section 7031.5 by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their
a civil penalty of not more than($500).) employees.For more information about EPA's Renovation Program visit:
❑ I, as owner of the roe or m employees with wa es as their sale www.epa.gov/lead or contact the National Lead Information Center at
property,rty, Y9 1-800-424-LEAD(5323).
compensation,will do( )all of or( )porting of the work, and the structure is
not intended or offered for sale.(Section 7044,Business and Professions Code;
The Contractor's State License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project
who, through employees'or personal effort, builds or improves the property,
provided that the improvements are not intended or offered for sale.If,however, Certified Firm Name:
the building or improvement is sold within one year of completion,the Owner-
Builder will have the burden of proving that it was not built or improved for the Firm Certification No.:
purpose of sale).
❑ I, as owner of the property an exclusively contracting with licensed ❑No EPA Lead-Safe Certified Finn is required for this project because:
contractors to construct the project(Section 7044, Business and Professions
Code:The Contractors License Law does not apply to an owner of a property
who builds or improves thereon, and who contracts for the projects with a
licensed contractor(s)pursuant to the Contractors State License law). If your project does not comply with EPA RRP rule please fill out the RRP
BUILDINGPERMIT/PLAN CHECK • • • •
,e Menifee
DATE PERMIT/PLAN CHECK NUMBER ILL V� I
TYPE: ❑COMMERCIAL AESIDENTIAL ❑MULTI-FAMILY ❑MOBILE HOME ❑POOL/SPA ❑SIGN
SUBTYPE: [-]ADDITION []ALTERATION []DEMOLITION []ELECTRICAL [-]MECHANICAL
TrPNEW [:]PLUMBING ❑RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK 'N
PROJECTADDRESS �y • 5
ASSESSOR'S PARCEL NUMBER 3loO 4C CVj LOT ,�S TRACT �Q
OWNER NAME A- J
RESS 2a- ^'
0 N S EMAIL
PPLI NAME L c n
\ DD PNE Lcd `0 2, EMAIL WE,C
CON. RA ORS NAME OWNERBUILDER7 OYES O
�BUSINESSNAME 7T�Q
ADDRESS
PHONE ��1 W�� �'�Z2 EMAIL Q
CONTRACTOR'S STATE LIC NUMBER �y ��U LICENSE CLASSIFICATION
VALUATION $ SQFT LSQFT I /�
APPLICANT'S SIGNATURE DATE
CITY STAFF USE ONLY
DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN I SMIP
INVOICE PAID AMOUNT
AMOUNT O OCASH OCHECK# OCREDITCARD VISA/MC
PLAN CHECK FEES PAIDAMOUNT OCASH OCHECK# OCREDITCARD vlsA/Mc
OWNER BUILDER VERIFIED OYES O NO DL NUMBER NOTARIZED LETTER O YES O NO
City of Menifee Building&Safety Department 29714 Haun Rd. Menifee, CA 92586951-672-6777
www.cityofinenifee.us Inspection Request Line 951-246-6213
1�
LEDGER & TRACK
XT
Building & Safety [Dept.
JUL 0 1 2016
Received
�9-
CITY OF MENIFEE
BUILDING AND SAFETY DEPARTMENT
PLAN APPROVAL
oil, lit'
�tEVIEW "D BY
DATE
`Approval of thes plans shall no?be construed to be a permitfor,Oran
approval of,any state or city
regulations and ordinances. This set of approv d plans must be kept on the
jobsite until completion.
Z— N\e< 4a"� �'- FAN
2- 1 �eg�e r I Sc� c9 2Sa �k
ftu-\�Qeel cv-�-
Y- (D lq �23 �-nS N 0-T -To scil-L
A 0 C D E F G H I J
a e o v rA irDGEK ,i . : ..I ".i ❑ O
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. INSPECTION REQUIF4CD
N cD U7
GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE: LU m Co
GOVERNING CODES: CBC I IBC EQUIVALENT CRC I IRC 7) L)
t.THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE RESIDENTIAL APPLICATIONS-CRC ANOIRC APPENDIX H,CSC AND IBC CHAPTER 16,CBC&
',e
20122 IBC APPENDIX CHAPTER I. WIND SPEED 0151NTERNATIONAL BUILDING AND RESIDENTIAL CODES,2013 CALIFORNIA BUILDING AND ROOF LIVE AND SNOW LOADS:10.20.25.30.40%50 psE(SNOW LOADS AT GROUND WINDSPEED '°4 0 X
RESIDENTIAL CODES,ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES LEVEL O
W.40&50 ps0 Q
W AND THE 2015AMINUM DESIGN MANUAL-ADM.COLUMNS BEARING ON CONCRETE SLAB IS IN COMMERCIAL 30
APPLICATIONS-CSC AND IBC CHAPTER I6. 110 MPH 85 MPH ' [If W LL
ACCORDANCE WITH 20122015 IRC AND M13 CRC SECTION AH105.2 FOR 10 PSI RESIDENTIAL CONSTRUCTION ROOF LIVE AND SNOW LOADS:20, 40&50 psL(SNOW LOADS AT GROUND LEVEL W
ANDACI 318-14 FOR 20.25 AND 30 ps(RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 12O MPH 93 MPH U o
25,30,40&50 psi) - Z
DRAWING NOTES: ADDITIONAL DESIGN REQUIREMENTS: 130 MPH 101 MPH ¢O0
2.ALL REM3 PERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN.COLUMN SIZE;. Co U)
2 ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 1.TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. SEE CONVERSION METHOD,THIS PAGE, o U) CD
3. LD
MANUFACTURER
D SHALL BEAR ANIDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE 2. BASIC WIND SPEEDS:110.120,130 MPH,EXPOSURES B AND C. FOR APPLICATION AND USE. N cG W
MAE D ACNRER DESIGNPE LOADS AND SHOWN REPRESENT
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY:11,11.
4. THEDRAWINGSAND SPECIFICATIONS SHOWNREPRESENT THE FINISHED STRUCTURE,UNLESS OTHERWISE 4,SEISMIC BASE SHEAR:17 POUNDS PER UNEAR FOOT PER WIDTH OF COVER.
NOTED,AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE s.SElsrdlc DESIGN PARAMETERS: SITE DESIGN PARAMETERS-
TECHNIQUES,
DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS.METHODS, EISMIC DES:D
TECHNIQUES,SEQUENCES AND PROCEDURES. SITE CLASS:
DESIGN CATEGORY:0 SITE ADDRESS:
S. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE MAPPED SPECTRAL RESPONSE COEFFICIENTS:Ss=1.59,S,=0.6.Sa=1.0,So=D.50
AVAILABLE TO THEALJTHOR17ED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.THERE RESPONSE MODIFICATION FACTOR,R:1.25 •01�
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUTAN APPROVED 6. DESIGNASSUMPTIONS: �p
CHANGE ORDER. A BUILDING HEIGHT OF MAIN STRUCTURE(MEAN ROOF HEIGHT):20 R. ^ 1,
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL B.LEAST BUILDING WIDTH OF MAIN STRUCURE:30' y.�y �' M�Sg� � ,yG�� y
3 7.ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM.NATURAL,UNDISTURBED SOIL OR CERTIFIED FILL. C.MINIMUM COVER SIZEATTACHEDTO MAIN STRUCTURE OR FREESTANDING:10'XiM 1 S5885
Ll
B.ATTACHED COVERS MAY BE SECURED TO AN EXISRNG 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 OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON WIND SPEED&EXPOSURE
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: \ 1F
EXISTING OR NEW CONRETE SLABS. 1 -
10.20 POUNDS PER SQUARE FOOT L.L.AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
CARPORTS. THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED F
11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. EVALUATION REPORT.ATAMINIMUM,SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE ROOF/SNOW LOAD: OF CqL\ V
DESIGN CONSIDERATIONS:
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: 1O �0
A TITLE SHEET AND GENERAL NOTES. 16
11.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:1141NCH PER FOOT. B.STRUCTURAL CONFIGURATION 0.e..SOLID OR LATTICE ROOF,FREESTANDING OR ATTACHED). O6'ZJ
12.MINIMUM COVER PROJECTION IS 10. C.BASED ON THE REQUIRED DESIGN LOADS,SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
4 13.MINIMUM SIZE OF EXISTINGOVERHANGSnNG ROOF OVERHANG IS50 SQUARE FEET,WHERE COVER IS ATTACHED TOTHE D.TYPE F HEADER,POSTTYPE&QUANTITY.FOOTING SIZE(WHERE REQUIRED)BASED ON THE STRUCTURAL
14.COVERS ARE DESIGNATED'RIDGED BUILDINGS"AS DEFINED IN ASCE/SE17. SITE-SPECIFIC DESIGN LOADS. p�
15.COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS,RIDGES AND ESCARPMENTS AS DEFINED IN E.APPROPRIATE STRUCTURAL DE TAILS. DURALUM 41111111111111111.
ASCE/SEI 7. F.OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING _ ENGINEERING FIRM _ ,APR>lo��s5
16.THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS*OPEN STRUCTURES;IN JURISDICTION. I
ACCORDANCE WITH ASCE)SE17. �� ERIfalJl7C-�j/�G 17.THE RATIO(HIP),COVER MEAN ROOF HEIGHT III,Fr.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,FT), SHEET INDEX: ����
SHE RATIOL NOT EXCEED P).COVER
ONE(1). STRUCTURAL ENGINEERING
18.THE RATIO(UP),COVER LENGTH(L,FF.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,FT).SHALL NO7[ SHEET# SHEET TITLE/DESCRIPTION nHJ APPROVAL
BE LESS THAN ONE(1). CITY OF MENI F`E 26030 ACEEO SURE 20D PHONE(949)3D5-1150
HEET,DESIGN LOADS,GENERAL NOTES MISSION MEIO.CA 92691 FAX- C949)305.1410
5 MATERIAL SPECIFICATIONS: - 17' Rfi O
20.BEAMS SHALLMINUMSPLICED ALLOYS
REACE INTERIOR COLUMNSUPPORT. �+,�)1�(L�/�E�L1�G AND SAFETY 1 C ............ PANELSTRUCTURES STRUCTURAL ENGINEER
ZD. ITERNATEUMINU ASSOCIATION
MAYBE SUBSTITUTEORREATE SHOWN,PR(�IDEDTHEY ARE REGISTERED SH-2............OPEN TTICE STRUCTURES OFRECORD: OUSTIN K.ROSEPINK SE 58R5
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD ANC L TE T ,/n spuWpN
21.CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,Sp0�C�If �I I- SH-A..
TRI-V,W-PANEL&FLAT PAN POINTOFCONTACT: City Ol lvlNI"
22.DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUAREF OT.DESIGN LATERAL SOIL BEARING $H- RSPRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OFFOOTING DEPTH.(EQUALS 100 PSF/FT X2 PER BUII(11nJ & Safety Deft•TABLE 1806.2AND SECTION 1806.3.4. $ - R OPEN LATTICE COMMERCL4L&PATIOS23.EMBEDDED STEEL MEMBERS SHALL BE HOT-0IPPED GALVANIZED,AND CONFORMTO A500GRADES - BEA TYPES,COLUMN/POST TYPES '1 �J {�ROLL-FORMED STEEL MEMBERS SHALL CONFORM TOA653SSGRADE50G60.p[`,'C`�I�(� 4 - CONNECTION DETAILS JUL 01 2016 -
24.FASTERNERS:ALUMINUM BOLTS SHALL BE2024-T4;STEEL BOLTS SHALL BE,SSYMMSIM:MLCEOLT3`SI-fAL SH-9............HANGE NEL$ANDMOUNTINGBRACKETS
HAVE STANDARD-CUT PLATED WASHERS.WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NAnONAL DESIGN SPECIFICATION. SH-10..........COLUMN/POST SURFACE MOUNTAND FOOTING EMBEDMENT DETAILS �!Q,J �r
E 25.THE POST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONGnE. SH-11 ..........LATERAL FORCERESISTINGSYSTEMIMIN.NUMBEROFREQ.COLUMNS F{eC�i�le�
26.ALL SCREWS ARE SELF DRILLING(SOS)OR SHEET METAL SCREWS ISMS)IN CONFORMANCE WITH IC(-ES E$R
1976 ORAPPROVED EQUAL .pp�����,1��(1yy [[11{{ hese plansslall not be CDriftl8ft b4 a.P..� Y8FObST&LATTICE TUBE TO RAFTER CONNECTION DETAILS REVISIONS
27.THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE'3YABTSY-IIXft9D'TO USE WITH
RESIDENTIAL ATTACHED PATIO COVERS ONLY(10 AND 20 PSF), gviolation cl an`j provisioCf'tf�44 fEdBR1,Bg diQI1 ETERMINE TRIBUTARY WIDTH&FAN BEAM DETAILS
28.SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACL'NNI]ANL�E-WJITH SECTION 1505.2 4••...•••.B�,M,4TT,,��,,�� RATTACHED&FREESTANDING SOLID COVERS 3 4�
EXCEPTION z regulations and ordinances. This set of a�gFO!'d�P{ S m�O[TD OO�ATTACHED&FREESTANDING BEAM SPANS, 10 PSF 1-1,110.130 MPH
SH-18-20.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L,110-130 MPH
WIND SPEED CONVERSION TABLE: jobsite Until CORMPletiOn. SH-21-23.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L, 110-130 MPH
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBCIIBC. SH-24-27.....SOLI D COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L.110-130 MPH 45IELJOe4 iF1D)1
FOR USE WITH THE CRC/IRC,DIVIDE THE REQUIRED CRCfIRC WIND SH-28-30.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L. 110-130 MPH
SPEED BY 0.6 SH-3133.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L,110-130 MPH DATE Dsg15
EXAMPLE:CRC/IRC WIND SPEED IS 85 MPH.THE COVER CONSTRUCTION SH-3436.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,10 PSF L.L,110-130 MPH '
SHALL BE BASED ON 85 MPH=110 MPH. SH-3738.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L, 110-130 MPH DFAWNBY AT
0.6 SH-3940.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L, 110-130 MPH CHECKED GM
SH-41-42.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L,11(m30 MPH
SH-43.44.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L, 110-130 MPH
WHERE SNOW LOADS OCCUR,IT IS THE REPONSIBILITY OF THE SH-45.46.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L;110-130 MPH SOLID PANEL ='
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SH-4 ..........IN ROOF PANEL ATTACHMENT DETAILS STRUCTURES
SH-48..........SNOWOW 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 4
SH - 0
O OF 53 SHEETS
A B c D E F G H I J
SOLID PANEL STRUCTURES Cj N Lo
OF ROOF W m C5
OVVERHANG, ATTACHMENT OVERHANG, R ~ Q
ATTACHMENT SEE DETAILA,B&C, F` 5 U
ROOF PANEL SEE TABLES SEE DETAIL A,B&C, (E OR WOOD,OR (F OR WOOD,OR m
NG ROOF PANEL SEE TABLES NGT
SHEET FOR ROOF SryEETB ANO SI{q OFSTRUC WAIL SEE PANELS ET ROOF SHEETS gNDSNA(OF STRUCT WALL SEE O O `�
PANEL HANGERN BEAM. TyFPRO IL FCT�STNq�1ES SHEETS ATTACHMENT TO PANELSUPPORTING
&BEAM. MIN.0.25"SLOPE PER FT. TyF PRO STIVigrlojvq��FS SHEETS Q Z
O. SPAN O.H o 0
z "O.H."NOTTO EXCEED25% p O.H."NOT TO EXCEED 25% 5 CD o
OF ROOF PANEL OF ROOF PANEL N m
ALLOWABLE SPAN ALLOWABLESPAN J
SEE DETAIL 11,SHEET 12� `/ ` O)
FOR MANDATORY SPLICE. BFAM SEE DETAIL O SHEET E. BSA
Sp FOR MANDATORY SPLICE. s'1 Sp
NO BEAM SPLICE AT POSTSPAN/ BEAM-SEETABLES NO BEAM SPLICE AT EE'APosi AN/ BEAM-SEE
SPABLES
CING P-
SF ACING i SEE'A 0 FOR POST SPACING s
EXTERIOR POSTS. FT,yB(F EXTERIOR POSTS. TAB(FS QWyOFESSILyyq
O
POSTS,SIZE VARIES O"k NOTT POSTS,SIZE VARIES NOT TO �t �CF E< (��'{;+�
SEE SHT. 11 FOR MINIMUM zs%OF OFXC "' SEE SHT.11 FOR MINIMUM Op FFOzs%
a NUMBER OF REQUIRED COLUMNS BFAh]A(COW NUMBER OF REQUIRED COLUMNS A(�oWAB S 5885
AB(B SPAN (FSPA
3 112"SLAB ATTACHMENT 3 112"SLAB ATTACHMENT
MAY BE USED NOTE:NO SPLICE AT EX IOR POSTS MAY BE USED - C
WHERE PERMITTED. WHERE PERMITTED. OF CALIF
SEE TABLES SEE TABLES
NOTE:EACH COMPONENT IS INTER- - NOTE:EACH COMPONENT IS INTER- 06-23-16
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN.
SEETABLES
TYPE "A"ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION DURALUM
IAPMO 0195
AHJ APPROVAL
5 ROOF PANEL SEE TABLES
SHEET FOR PANEL
A ENTTO (FNGTy OF 57RU ROOF PANELSEE TABLES MIN.0.25"SLOPE (FNGTy OFsT
SUPPORTING BEAM. O.H. CTURF�qR FS SHEET4 FOR ATTACHF PANEL PER FT O.H. RUCTURF�AR/ES
7
NTTO
SUPPORTING BEAM. i
O.H. SPAN O.H. SPA 1
SPAN
0
"O.H."NOT TO EXCEED 25% "O,H."NOTTO EXCEED 25%
OF ROOF PANEL OF ROOF PANEL 3
ALLOWABLE SPAN s SEE DETAIL 11,SHEET 12 ALLOWABLE SPAN s
B FOR MANDATORY SPLICE. SEE DETAIL 11,SHEET 12�
osr
NO BEAM SPLICE AT SOSTSPAC/ BEAM-SEETABLES FOR MANDATORY SPLI AT POST SPAN/ BEAM-SEETABLES F u.wc wrz RE<nsioNe �
EXTERIOR POSTS. FE TgB(F3 NG FOR POST SPACING NO BEAM i EXTERIOR ICE ATS. SFF TgB�ESNG FOR POST SPACING i
POSTS,SIZE VARIES NOT TO POSTS,SIZE VARIES OK N'OT TOII < e
OF BOpB e N OF N
31/2"SLAB A FAM17 BFAM •°
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TYPE "E" AT I ACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE IAPMO 0195
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RAFTER,SEETABLE
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ANDSPACING
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CHANGEABLE WITH ANY OTHER sa FOOTING,SEE PS hD 312"S'AD DRAVMBY AT 2
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NOTE MAY NOT BE COVERED.OPEN LATTICE-TYPE STRUCTURE CHANGEABLE WITH ANY OTHER SFFT PqC TF KESG,SEE E
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3
NOTE THIS OPEN LATTICE-TYPE STRUCTURE FOOTING SEE TABLES OPEN LATTICE
MAYNOTBECOVERD. STRUCTURES
F TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
SH - 2
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WSL Pa�N1^(' EXP.B PH SEXP.0 EXP.B PAN PH SFXP.0 EXP.BPIXP.C� LLISL PANEL'T" EXP.B110 PH IXP.0 EXP.B PH SEXP.0 EXP BMPHE%PC LDSL PQN EL'i' E%P.B110 PH IXP.0 EXP.BPH SEXP.0 IXP.B PHFXP.0 LLISL P0N_ "r° EXP.B PH SEXP.0 -W.B PH SPAN EKP.0 EXP.8 PH 6EXPC �(1 /11
10'-3^ 10'3^ 10'3• 1a3" 7a3^ 10'-3' 13'A' 13'-9' 73'-g 13'-9' 13'-9' 13=9' 12'-6" 12'-6' 12'$' 12'$' 12'3" 12'$' 14'-T 14'-T 14'-T 14'-T 14'-T 79'-T �`-Fl"W(
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12'-3" 12'3" 1Y3- 12'3^ 12'3" 12'-3" IF-3- 153" 15'3" 15.3" 15'3• 15-3- 13'-7" 13'-T 13'-7" 13'-T 13'-T 13'-7' 5.10, 5'-1 D" TAW S'-10" IS-10• IS,10" q
3 70 ,@4 10'4' 9'9" 9'9" 9'2' 9'3' 8'7" 'D�4 13'-2' 12'-T 1Y-B' i i'-10 12'-0" 1T-i' .024 12'-1" 71'-0' 11'-6 10'-9" 10'-10" is-1" =4 14'-2' 13'i' 13'-0" 17-8' 12'-9• +Y-r 4 5 5885
14'-T 14'3' 14'3^ +4'-3" W-T 14'-3" 10 17'7" 1T-7" 1T'-7' 1T-7" 1T-7• 17•-T 1D 15'-T 15-T 15'-T 15-7• 15-7" 15'-7• iD 18'-0" iB'-0' 15-0" W-0' IW4r is-(r
.032 .032 .032 .032
12'-7" 11'-Y 11'3" 1a$" 15'$' 14'-9' 14'•9' 74'-0' 14'-1" 13'-3" 14'-1" 13'-T ill me 1T-6' 12'-0" 16'-Y 75'-B' 15-9" 15'-0' 15'-1 14-3
8'-0' B'-4 8'-0" 8'-4' g-0• 8'-0• 1g'-T 19'-T 19'-T 79'-7" 19'-T' ig-T 1T-T iT-T iT-7" 1T-T 1T-T 1T-T .N0 1a-0" 19'-0• ig-0' 1g-0' 19'4' 19'-0'
.01B ,NO .040
T-9' T-5' Tu^' T-Y T-2' 6'-10" 17'-7' 16'3' 15-9' 15-9" 1:G 15'-0` 15-7" 74'-70' 14'-70° 14'-1" 14'•Y 73'-0' il'$' i6'-10' 1T-0' 16'-0' 15-6' lI: OF CAl\F�
20 .024 10'-1" 10,V 1a-7• 10'•1, +a-1° 10,1" .�0(1) 11'3• it'3" Il'3" 11'3' 11'3" 11'3' .�0 m-2" 1a-2" 10'2• 1a-T m'-T 11Y-2° -DZD 12'-T 12'-l' 12'-l" 12'•1• 1Y-+' 18'i" q q/�
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12'-1' 12'-1• 12'-P iT-1• iT-1" 12'-1" 12'-6" 12'$" IT-W 72'$• 72'$• 12'$• 11'4• 71'-0• it'-0' 11.4" 1T4' 11'-0° 13'-3• 133' 133" 13'-3° 1", 133'
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.858 T3' T-0' T-4' T-T 7`-1' 5-10' .D32 133' 12'-9' 12'-0' 1Y-0' 17-0' 11-T' D� 11'_10. 1 -e 71'$' 11'-0' 11'-0• tU-6^ 0-u 14'-2' 13•-9` 13-T 73'-0° /3'-i' 72'$' UURALUM
e'-9^ B'-9' 8'-B" B'-9" - B'$' 8'-9° 16'3• 16'3" 16'3- - 1SI-T 18'.3• 16'3' 74'S"' 14'$• 74'$" 14'$' 14'$° 14'$' ,No 18'$' 16'$' 15$" 16'$" 15-8' 75$• _ .- 1APM0 0195 -
25 .a24 8'$" 8'-0' B'S' 8'1' 8,-1^ TA, 040 15'•i^ 14'-7' 14'-7- 73$' 14'-1; 13'-2" -No 13'$" 12'-10" 13'-0" 124" 12'-6' 71'-70" 15'$" 15'-2' 15'-2" 14'-10 19'-10' 14'3'
9'-8° 9'$" 1? 9'.8" 9'$" 9'$• 11'-7" ill-1" 11'-T +P-1' 11'-1' 1T-1' 9'-9' g$" 9'-9" 9'$• 9'-9" 9'-9• ia4• 10-4- ta•4' 1aA" 10'-4" 10'-0"
,032 .020(1) .020 .020
70'$• +0'-2' is-2' 9'-T 9'$' 9'-2' 9'-10' g3' gS" B'-11• V-0" 8'-6" B'-3" T-70" 7a-8° 70'-1" 1tl3' S$' 9'A' 9'-0' �P u
6'-7" 5-7" 6'-7• 6'-7" 5-7" 6'-T 7Y-0" 12'-0' 12'-0' 12'-0' 1Y-(1' 12'-0° +0'-0' 10'4" 1a4' 70'4" 10'-0' 1a4' .�4 11 7• N 1• ++ 1" ++ +" ++ +"
.018 .024 .029
T-3• 7'-0" 7'-0' 6'S' 5-70' S-T 11'-0' 70'-T 10'$' 1U-2' ta3' g-9' 9'-11" g-T 9'-T 9'-2" 9'-3' 8-10' 72'-0' 11'$' 1T-T' tU-10' 11'-0" ta$'
25
B B'3' B'-3' 8'3' 8'3' B'3" 8'3' 25 13'-2" 13'-2' 13'-2^ 13'-2' 13'-2" 13'-Z' 11'-0' 11'4' 11'-0' 11'4" 11'-0' 7T-0' 25 12'-1" +2'-7• 72'-1' 12'-1" 1T-7• 1Y-1'
032
30 -024 8'3' 8'-fT g-D' T-9' 7'A" TS .032 13'-1' t2'-T 1Y3' 12-2' 12'3" 11'$' .032 11'-70' it'3' 11'3• 10'-9• 10'-10' ta4' 74'-1' 13'-T 13'3' 73'-7" 13'-2'
g-1- 9'-7° 9'-1' 9,-1• 9'-1' 9'-7" 14'-2' 14'-2' 19'-2' 14'-2' 74'-2" 14'-2' 12'3' 12'3' 12'-3' 1T3" IT-3" 12'3' 13'-1' IT-1' 13'-1" 13'-1• IT
Da0
.D32 g-10' 9'$' g$' g-1' g'-2' B'-10' .D4D 15-0' 14'-0" 19'-2' 13'-T 73'$" 73'-0' .D4D 13'3' 12'-9" 1T_r 1Y-3' 12'-0' 7T-9' 15'-0' 15'-T 75'-T 14'$' 14'-9' 74'-1'
.020(1) 10'3" 101-T 10',V 10. 1tl$' 10'-6" 9'3' 9'3• 9'3• g-3• 913• g'3" .020 9•-g• 91-g, g-g, g$• g•_g" g•_g•
TABLE 1-MULTISPAN REDUCTION FACTORS 9'-2' 8'-9" 8'-i t" B'-5" 8'-6• 8'-2' .D2D 8'-5' 8'-7" B'-1" T-9" 7'-+U" TF 9'-11" B'-7" 91-7" 9'-2"
FOR ROOF PANELS 1T3° 1P3• 11=3" 11'3' 11'3" 11'3' 9'-9' 9'-9" g-9" 9T 9'-9" S. �a 10'4- 10'-0• ia4" 1a4° 10.4' 1g4°
ROOF ME/SNOW LOAD.pst .024 .024
ROOF PANEL TYPE 10 20 25 30 40 50 30 10'$"� 10'-T 1tl-2' 9'-7" 9'-9• 9'-2" � 9'$' 9'-1" g-2' 8'-10" 8'-11' 8'4" � 11'-0" 1s-9' 1T-0' itl-0" 10'-fi' 9'-17"
6 tYx3F4"x0:020' - - 0.88 0.83 0.75 0.80 -� 12'$' 1Y$' 12'-6" 12L6' 1Y-6" 12'$' .0 10'-9" 70'-9' 10'-9" 10'-9' 70'-0' is-8" 114' 11'4° 11'4" 11'-0' 11'-0" 1T4'
24^XWX0.018" 0.85 0.80 0.65 0.65 - - 1Y-6' 12'-i' 11'-10' 1T-8' 11'-6' 11'-1' 111•1• 10'$• 1a-0' IW-4 1a4' 10'-0^ 13'-2' 72'$' +3'-0' 12'$' 12'-T 11'-10' €
ftEVI5NBJ6
24'A2}'y'XO.024• 0.90 0.88 0.70 0.55 - - .DaO 13'-0" 13'-0•. 17-4- 13'-0" 13'-0' 13'4" .� 11'-T 1l'-7" 11'-T 11'-T 11'-7" 11'-7° �0 12'3• 12'3" 1Y3• 12'3' 12'-3' 1Y3' ah
24'k2}i'X0.032' 0.90 0.88 14'-2" 13'$' 13'-6' 13'-0' 13'J" 12'$' 1z'-T' 1T-2' 1T-2' 1T-B" 11'A' 11'3' 14'-9" 14•$' 14'-7" 14'-1• 14'4- 13-T
g-7' 9'-1• 9'1^ 9'.t" g-1" 911' e'4' B'-0' g4' 8'-0^ 8'4' 4 Wg-0" m". g-0" 9'-0'
(1)MULTISPAN REDUCTION FACTORS ARE ONLY A20(1) .am ma
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN 8'3' 8'-1 g-7" 7'-70• 7'-10" 7'-6' 7'$" T$' T-C 7'3" T-2" 6'-11" 8'-70' e'-7o• e'-7°
IN TABLE 1 ABOVE 10'•3- 1a3' 10'3" ia3' 1tl3" 10'3' 9'-0" 9'-0' 9'-0' 9'-0" g-0' g'-0' 9'$' g III M. 9'$" 9'b" 9.
.024 .024 .024
8'-10" 8'-T q0 8'$" B•3• a8'-0' 8-t• T-10" 40 g-10' WAD" g-T 9'$• g3'
40 95tELJOBB 761W1
l '4° 11'-0" 11'4" 11'4" 11'4• iT4' .� 9'-9' g-9' g-9' gS' 9'-9" 9'-9" .0 12-1' 72'-9' 1Y-9' 7I'4' 12'-e' 1I'-t' ¢
I NOTE:PANEL FASTENERS A32 11'3' 11'-1' 11'-0' 1a-T ltl$' 10.3' 10'-Y 9'-10" g-10' gT 9'-T g3" 10'3' 7a-1' 1tl-T gAm 9'-1a 9'$° OAS 08z}1s
ARE SHOWN IN TABLES I,2AND 3,SHEET4 1Y-2' 12'-2" 12'-2" 72'-2' 72'-2• iz'-z° 10'-T 7o'-T 1a-T" l0'•T 10'-7" 1a-T 11'-2'No +1IT 11'-2' it'-2" 11'x
.040 1T 12'-0' 72'-0' 12'-1' 12'-1" 11'$' DaO 11'$' 1+'-2" 1+'-2' 10'$' 10'-70• 101-V 13'-V 13'4• 13'-6" 73'-0' 13'-T 72'-T 0� � AT
FOOTNOTE: 1"SAMPLE' ,020(i) B'-z•' 8'-2• B.Z. B•-Y B'-z• g-2• .�D 7S" 7-5° T$• T-S T$• T$• ,020 B3• 83" g3^ g3" 8'•3• B'-3• CHECKED GM
FIGURE INDICATES J T-1' T-7^ T-7^ 6'-1T 5-11" 5-9• 6'-5 6'-S 6'-S 5-3' 6'-3' 6'-1' T$' T•T T$' TS T3" T-2' !
ATTACHED ✓I �(-I- .024 9 2' 9 2' 9 Y 9-2' 9-2' g-2' .�4 8'.4• g'3" B'3' B'3' B'-3' g3' .024 8'-9" 8'-9' B'-9' 8'-9'
L FIGURE INDICATES e'$' T-10' T-10° T$' 7'-e° T-e' T-0' T3' T3' T-+" T-0" 6'-71' e'-g 8'-T 5-T es• B•-0• g-7• PANEL SPANS TRI-V,
FREESTANDING so 50 s0 W-PANEL&FLAT PAN
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.032 g 7^ g T 9'7" 9'3' g 5' 8'11" .W2 g 9" g 7" 3$^ B'-S 8'4' g3" .032 10'4" 10'3' 10'3' 10'-1" 10'-7"
9
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FIGURE INDICATES FREESTANDING
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(IN.) viz WSL IN. wz WSL T' a°1 110 MPH 120 MPH 130 MPH O X
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16" 29'-B" 29'-6' 29'-8" 28'-9" 29'-3„ 26,-3" 16'-D" 15'-10" 16'-0" 15'-0" 15'-9" 13'-8" 22'-6" 22'-4" 22'-0" 21'-1" 22'-2" 19'_2" !'t W Lai.
10 .042 26'-3" 26'-3" 26'�" 26'-3" 26'-3" 25'-7" 16 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 13'-9" 16 19'-10" 19'-10" 19'-1 D" 19-10 19'-10" 19'4" W > —
24'-2" 24'-1" 24'_2" 23'-6" 24'0- 21,-6" .024 13'_1" 13'_0„ 13'-1" 12'_3" 12,_10" 11'_2" .024 18'-4" 1"„ 18'-4" 1T_3" 18,_2" 151-8 i� Q Z LoLn-
24" 21'-6" 21'-0" 21'-0" 21,-0„ 21'-0" 24" 11'_7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-3" 24„ 18'_3" 16'-3" 16'-3" 16'-3" 16'-3" 5'-10" o O
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16" 16" s co —
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18'-9" 18'_9" 18'-9" 18'-9" 18'-9" 18'-9" 10 .032 10 .032 \ v
24" 24 16'-7" 16'-0" 16'-7" 1E-1" 16'-4" 14'-10" 24" 23'4" 2T-W 23'-4" 22'-8" 23'-1" 20'-10"
17'-10" 17'-10" 17'-10" 17'-10" 17'-10 17'-10" CID
20'-2"
16" 19'-8" 19'-6" 19'-B" 19'-8" 19'-8" 19'_8" 24'-6" 24'4' 24'-6" 23'_9" 24'-3" 23'-2" 34'-7" 34'-4" 34'-7" 33'-7" 34'_2" 32'_B"
25 042 21'-6" 21 V' 21'f" 21.2" 21'-3" 20'8" 16" 2T_y" 21'-9" 21'-9" 2T_9" 21'-9" 21'-2" 16" 30'-6" 30'8" 3D'8" 30'8" 30'-B" 29'-10" Q`ypfESSlgy4
24 16'-i" 16'-1" 16'-1" 16'-1" IS,-ill16'-1" .042 20'-1" 20'-0" 20'-1" 19'-0" 19'-9" 19'-0" •042 24 28'-2" 28'-1" 28'_2" 27'-4" 27'-10" 26'-S"
--17'-7" 17'77" 1T-7" 17'-4" 17'-6" 1—V10" 24 1T-9" 17'-9" 1T_9" 17'-9" 17'-3" 25•_1" 25'-1" 251" 25-1" 25'-1" 24'-4"
i6" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 1S,_i" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 17'-4" 17-4" 17'-4" 17'-4" 1T4" 1T-3" u S5885
30 .042 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 19'_i" 16" 11'-9"
13'-9" 1T-9" 13'_9" 13'-9" 13'_9" 13'_9" .024 10'-2" 10'_2" 10'-2" 10'-2" 10'-2" 10'-1" .024 14'_2" 14'-2" 14'-2" 14'-2" 14'-2" 14'_2" 't .
24"
15'-T' 15'-7" 15'-7" 15'-T' 24" 9'-B" 9'-8" 24"
16" W2'-
" 5'-10" 15'-1 15-10" 15,_i0" 15,_1 0" 15'-8" 15'_8" 15'-8" 15,-8" 15'_8" 15'-8" 22'_1" 22'_1" 22,_1" 22•_1" 22'_1" 22'-0" OF CAl1E� .
40 .042 8" 16E-8" 16'-8" 16'-8" 16'-8" 16'_8" 16�r 15'-0" 15'-0" 15'-0" 15'-0" 15_0" 15'-D" t6" 21'-1" 06-23-16
12'-1". 12'-1" 12'-1" 12'-1" 12'-1" 20 .032 20 .032
24'• 24„ 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 24 18'-1" 16'-11, 18'-1" 16'-1" 16'-1" 18'-0"
8" 13'_8° 12,-3" 12'-W 12'-3" 12'-3" 12'-3" 12'-3" 1T-3" 17'3" 17'-3" 1T-3" 17'-3" 1T_3"
16" 13'11" 13'-4" IT-4" 13'A" 13'4" 13'-4" 19'-0" 19'-0" 19,-0" 19.-0" 19'-0" 18-10 26'-B" 26'-B" 26'-B" 25'-B" 26'-B" 26'-7"
50 .042 15'-0" 15'-0" 15'-0" 15'-0' 15-0" ,042 IQ" i8'-i" i8'-i" i8'-1" i6'-i" 16'-T" i6'-1" 16 25'-6" 25'-6" 25--W 256- 25'-W 25'-6" DURALUM
24° 10'-0" 10'-3" 10'-3" 10'-3" 10'-3" 10'-_3 24" 15-0 15-0 15'-6" 16-6" 15'-6" 15'-6" •042 24" 21'-10" 21'-10" 21'-10" 21'-10" 21'-1W 21'_9" IAPMO0195 .
11'-2" 11'-2' 11'-2" 14'-9" 14'-9" 14'_9" 14'-9" 14'-9" 14'-9" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10"
16" 10'-T 10'-7" 10'-T' 10'-7" 10'-T' 10'-7" t6„ 15'-10" W-10" W-10" 15'-10" 15'-10" 15'-10"
* NOTE:SINGLE RAFTERS SPACED 16"O.C.MAY BE USED AT 024 11'-7" 11l-7" 11'-T' V W 111'-6" 11'-2" 16'-3" 16'-3" 16'-3" 16'-1" 16'-2" 15'-B" ZUAPPRMAL
3T O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED 8'-1° 8'-1" 8'-1" 8'-1" B'-1" B'-1" .024 13'-4" 13'-4" 13'-4" 13'-2" 13'-3" 12'-9"
24"O.C.MAY BE USED AT 48"O.C.WHEN DOUBLED. 24" 24°
s . 6" y,S' 9,_S' 91_6" 9'_2'
16" 144 14-0 14-4 14-4 14'-4" 14'4" 20'_2" 20'_2" 20'_2" 20'-2" 20'_2" 20•_2"
14'-9" 14'-9" 14'-9" 14'-0" 14'-7" 142" 1611
25 .D3z 25 .o3z
24° 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 2411 16'-7" 16'-7" 16'-7" 16'-T' 16'-7" 16'
" 12'-1" 12'-1" 12'-1" 11'-10" 12'-0" 11'-7' 17'-0" 17'-0" 17'-0" 16'-8" :1 9" 16-3" {
16" 17'4" 17'-4" 17'-4" 17'-4" 17'4" 17'-4" 16„ 24'-6" 24'-B" 24'-6" 24'-6" 24'-6" 24,-6" a
.042 17'-0" 17'-9" 1T-9" 17'-7" 17'-8" 17'-1" 042 25'-1" 25'-1" 25'-1" 25'_1" 25'-1" 25'-1" ;
24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'4" 24„ 20'-D" 20'-0" 20'-0" 20'-0". 20'-0" 20'-0"
s 14'-7" 14'-7" 14'-7" 14'4" 14'-6" 14'-0" 20'-6" 2D'-6" 20'-6" 20'-6" 20'-6" 20'-0"
FOOTNOTE: "SAMPLE' REVISIONS
FIGURE INDICATES
S
ATCHED
FIGURE INDICATES
FREESTANDING
0.042"
T1P.
8.0" 457E1.x13! is4mi .
.024" DALE Ob]}18 9
.024" 6.5' 072 6.5" 3
D32"
.042" •042" ORAWNBY AT .
CHECKED GM I
—3.D°—I �za°—I �z.D•— —MAX. z.a^—� MINIMUM FASTENERS I'
* Wx6"RAFTER *2"x6.5"RAFTER *DBL.2"x6.5"RAFTERS 1
S 57UM.ALLOY3004-H36OR ALUM.ALLOY 3004-H39 ALUM.ALLOY 3000.H360R
EQUAL OR EQUAL EQUAL
SH - 5 l
SOFSOSHEETS 3
G H 1 J
A B C 0 E F
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C o
N cV O
pco
OF DBL.2"x61/2"RAFTER U v
z� 2"X 61/2"RAFTER z
T� ¢� 110 MPH 120 MPH 130 MPH 'T' a$ 110 MPH 120 MPH 130 MPH O X
LUSL a
('IN.) wo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 LUSL (IN.) yzo FRCP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
16 9'-91, 9,-9" 9'-9" 9�_g�� g�_g�� g•_g^ 16" 14,_8" 14'-8° 14'-8" 14'-8" 14�$�� 14'_8" ' LLI
10'-T 10'-3 10'_3" 10'-3" 10'-3" 10'-3" 14'-6" 14'-6" 14'-6" 14'S" 14'-0" 14'-0" ¢ Z uu-3
.024 24" T-6" T-6" 7'-6" 7'-6" 7'-0" •024 24 11'-2" 11'-2" 11'-2" 11'-z" 11'_2" 11'-2" f� 0 r-
8'-6" 8'-W 8'-8" 8'-6" 8'E" 8'-6" 11'-10' 11'-10' 11'-10' 11'-10' 11'-10' o uj
12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 18'-7" 18'-7" 18'-7" 18'-7" 18'-7" 18'-T' �.j
30 .032 76 1T-1" 13'-1" 13'-1" 13'-1" 13'-1" 30 .032 16" 18'4" 18'4" 18'�" 18 4" 18'1V" 18'4" N rn
24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 24 15,-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" rn
10'511 10'-B" 10'-8" 10'-wq121
15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1"
" 16" 16'-0" 16'-0" 16-0 16-0 16'-0" 16,-0" 16 22'-7" 22'-7" 22'-7" 22'-7" 22'-7" 22'-7".042 . 15-9 15-9 15-9 15-9 042 22'-2" 22'-2" 22'-2" 22'-2' 22-2Eg8l24 12'-3" 12'-3" 12'-3" 12'-3" 12'-T- 24,E 18'-6" 18'-8" 18'-6" 18'-e" t8-8" 18-52'-10' 12' 10' 1210' 12'-10' 12'-10' 18'-2" 18'-2" 18'-2" 18'-2" 18•-2" 18'-2" �'
3 1s^ a-o^ 8'-0^ a'-o^ g'-0^ VY
a'-0" 2'-10^ r-1o" z'-tn" z'-to" r-1o" r-1o" i 55885
.024 9'-1" 9'-1" 9'-1" 9'-1" 9'-1" 024 16 I 12'-8" I 12'-8" I 12'-8" I 12'-8" 12'-8" 12'-0" .
6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 9'-10" 9'-10" 9'-10" 9'-10" 9'-10"
24" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 24" 10'-4" 10'-4" 10'-4" 10'-4" 10'-4" 10'4"
10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 16'-4" 16'-4" 16'-4" 16'-0" 16'-4" 16'-4" OF CA,
40 .032 161. 11'-6" 11'-6" 11'6" 11'8" 4D .032 16 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1° 06-23-16
24" 8'-3" 8'-0" 8'.3" 8'-3" 8'-3" 24„ 12-6" 1216" 12'-6"
9'-4" 9'-4" 9'-4" 9'-4" 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" 9"
16" 13'9' 13'-9' 13'-9' t3'-9' 13'-9 13'-9 16" t9'-4" 19'�" 19'-4" 19'-4" 19'�P' 19'-4" DURALUM
. .042 10'-9" 10'-9" 10'-9" 10'-9" 10-9 10'-9" -042 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" - 1APM0 0195
24" 11'_3" 24 15'-10' 15'-10" 15'-10 15'-10' 15'-10' 15'-10'
T_3" 7,3" 7'4" T_3" 7'-3" 7'-3" 10'-10" 10'-10" 10'-10"
16" 8'-2" 8'-2" 8-4- B'2" 8'-2" 8-4- 16 11'-4" 11'4" 11'-4" 11'-4" 11'-0" 11'-4" AHI APPROVPL
.024 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" .024 8'4" 8'-0" 8'4" 8'-3" 8'-3" 8'4"
24" 5_g�� 5�_g^ 5'_9" 5'_9" 5-9" 5-9" 24" 9'.4" 914 9'-4^ -4
s 9'-9" 9'-9. 9'_9" 9'-9" 9'_9" 9'-9" 14•_8" 14'-B" 14'-8" 14'-8" 14'-8" 14'-8"
50 16 10'3" 10'3" 00'�" 10'-3" 10'-3" 10'3' 16" 14,-6" 14'-6" 14'-6" 14'-6" 14'-6" 14'-6"
.032 7'-0" 7'-0" T-0" T-0" T-0" 7'-0„ 50 .032
24" 24„ 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 1
11'-10" 11'-19 11'-10" 11'-10" 11'-10" 11'-10.,
11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 1T-9" 17'-9" 17'-0" 17'-9" 17'-9" 17'-9"
.042 16 12'-6" 12'-6" 12'-6' 12'-6" 12'-6' 12'-6" 042 16" 17'-6" 17'-6" t7'-6" 17 6" 17'-6' 17'-6"
24" 9'-0" 9'-0" 9'-0" 9'-D" 9'-0" 9'-0" 24„ 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7"
10'_2" 10'-2" 10'-2" 10'-2" 1 D'-2" 10'-2" 14'-3" 14'-3" 14'-3" 14'_3" 14'3„ 14'_3"
6
REVISIONS 9
. wra wre 6esexolrox 9
FOOTNOTE: "SAMPLE" S
FIGURE INDICATES ppp
ATTACHED
FIGURE INDICATES
FREESTANDING
96-m,pgg 1610T1
.024° fi.5" .029 6.5• DATE 66z+-1e
.032° DRAWN BY AT 7
.032°.0 .042° I 3
4'
cxwNFD DM
RAFTER SPANS FOR 1
zp° zp° MAx z7 OPEN LATTICE I
2"x6.5"RAFTER *DBL.2„x6.5"RAFTERS COMMERCIAL&PATIOS }
5 ALUM.ALLOY 3004-H36 ALUM.ALLOY 300,1 H36 OR
OR EQUAL EQUAL ;
. SH - 6
60F W SHEM
A B C D E F G H J
" HEADER BEAM TYPES a N
1.52" V o m �
GUTTER O C)
1 EXT.CLIP 0.375 N o
.61° 1.79" LU m ch
SPLICE T=o.125'
WHERE I T=12 GA. INSERT ` U
SPLICE OCCURS I AST'Al"
WHERE AWM. .L (n 00
WHERE �1 GRADE 50 G60 3.0" oCCURs ALLOY
SPLICE OCCURS l � �6�� e, O O a
" 6.5" 2.57" OCCURS I I 4.) ALUM. 6.656" 7.0" `' LU
0.73' I II 4.1' 0.110" U Z o
0.075' I j� 3.0° 0.07„ f0.065' I I I lYp. Q U Lo
.038' Tom• II IITYP 2.04" TYP. I F-�3.0'--1 Om
2 2.08° I I c
I________J 3" SQ.x0.032"ALUM. BEAM a.375 N A
Wl 12 GA. STL. "U" CHANNEL f v
2.93" 3.0° 3.0" 00" E ASTM A653 SS GRADE 50 G60 1 75° 0" rn
6.5" ROLLFORM
�A1 GUTTER FASCIA MLAG BEAM 4" 1-BEAM 4.5" MAG GUTTER 7" 1.BEAM ROFESSI
ALUM.ALLOY B ALUM.ALLOY V ALUM.ALLOY D ALUM.ALLOY . 25' F ALUM.ALLOY 6063-T6 �e K p,-�4 FjL
3004-H36 6063-T6 6063-T6 6063-T6 \� `'VA 1+'
WI 1 "C" INSERT
3 G ALUM,ALLOY 6063-TS S 5865
T-120R H Wl(2) "C" INSERTS - 1
7 875° AS ALUM.ALLOY 6063-T6
A653 SS 2
GRADE 50 OF �`�EV`
.042/ 6.5" GW NOTE: _
0.032" WHERE'C'INSERT OCCURS AS SHOWN IN
T'P 8.0" 8.0° SPAN TABLES,IT SHALL BE INSTALLED THE 06-23-16
0.042" 0.042" FULL LENGTH OF THE 7"I-BEAM.
4 T'P. TYP. 0.625"
f NOTE: DURALUM
___�___3.0"� �- 2.875 EACH HEADER BEAM TOP AND
2.0" 2.0" _ BOTTOM FLANGES SHALL BE CUT AT IAPMO 0195
MAX. 3"x8"X0.042" BEAM EACH INTERIOR COLUMN WHERE
" �1DBL. 2"x65W.042" - OR MORE COLUMS OCCUR DO NOT
ALUM.ALLOY3004-H36 � I„ ,I�_4.0 __ �� M W/ 14 GA. STL. INSERT CUT FLANGES AT END COLUMNS.
OR EQUAL 3.0' 3.0" MAX 3.0• ASTM A653 GRADE 50 G60 AHJ APPROVAL
DBL. 2"x6.5"0.032" ��� 3"x8"x0.042" BEAM DLL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM
s `� ALUM.ALLOY 3004-H36 I\ ALUM.ALLOY 3004-H36 L ALUM.ALLOY 3004-H36 W! 12 GA. STL. INSERT
OR EQUAL OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60
NOTE:WHERE 72 AND 74 GA.STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES, I
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3"xB"BEAM. -
S
T=12 OR
ASTM
ASTM COLUMN / POST TYPES i
A653 SS
6 GRACE 50 6.0" G =3"SQ.xt=0.188"
G50
.042' REVISIONS 9
TYR H =3"SQ.xt=0.250" w.mc 041E oEscwrw" k
0.024'
0.042'
G.a4z ( =3"SQ.xt=0.313"
F
I_ I-- LUGS J =4"SQ.xt=0.188"
4.0"--I--3.0"--I �1.00"I _ 6.5 PLUGS K 48icL laBA As-1on
=4"SQ.xt=0.250"
MAX. .040' ALUM. DATE 062316 `
.04B' STEEL #30 SMS
DBL. 3"x8'x0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
3.0" EA. SIDE DRAWN BY AT
O ALUM.ALLOY 3004-H36 3.0 .28 3.0 CHECNE0 GM
OR EQUAL .032' 1 L 0.0711 Y==T'
.0 40° i
ALUM. ` TYP.
DEL. 3"x8"x0.042" BEAM - z.o" 3.0" z.a'
W/ DBL. 12 GA. STL. INSERT ��-3.°"� - t HEADER BEAM TYPES,
P I-3•o-I COLUMN/POST TYPES E
ALUM.ALLOY 3004-H36 A SQ.ALUM POST 3" SQ. ALUM. POST 3" SQ. ALUM. POST ---3.o"-I
B OR EQUAL B C 1
ALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-H36 3.0' OR 4.0"
� WITH SIDEPLATES MAG POST
NOTE:WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS HEIGHT LIMITED TO D E ?
SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED �1 3" SQ. STEEL POST ALUM.ALLOY 3004-H36 ALUM.ALLOY SQ. STEEL POST C 1{-y'
THE FULL LENGTH OF THE 3"x8"BEAM. 10'-0"MAXIMUM. F ASTM A653 GRADE 50 CP60 OR EQUAL 6063-T6 ASTM A500 GRADE B V 1 1
s
70F505HEETS g
A B o C D E F G H 1 1R
O
s N
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS N N o
NOTE WHERE COVER CONSTRUCTIOMIN: UOES DESIGN (E)WALL COVER WIVSTEEL NOTE' BRACKET CAN BE Lu CA
A34 FRAMING ANGLE DETAILA OR B,SITE-SPEC ENGINEERING IS LOADS OPENING PROJECTION g" 0 1/4"BHOLES,TYP. LOCATED ANYWHERE ON EAVE (
SEE TABLE2 REQUIRED TO VERIFY ADEQUACY OF THE
EXISTING 0 NOTE:PROVIDE WATER
FASTENERS,SEE TABLE3 STUD WALL FRAMING WHERE ONE OR MORE OF THE 10'20 pst >B' >16 0 TYP.BRACKET PROTECTION METAL FLASHING ( O
FOLLOWING CONDITIONS OCCUR: 30,40850 psf >6' >14' AT EVERY 2x CAUCK JOINS AND SLOPE -�
R.F.OR EXT.HANGER 8' 0 c TO GRAIN(OPDDNAy ' Of UJ Lu
CHANNEL,2X OR 3X EXISTING EAVE gLLOWABLE PRDJ.TO BEAM
RAFTER BRACKET LEDGER OR WALL HANGER OVERHANG SEE TABLE i () ,z IO
WITH FASTENERS 1114" (24-MAX) us oa2xe LEWER Q O .--
PER TABLES 384 O —
2x VYCRETEOOD STUD WA L DO Tr7
ALUM. PANEL 2X OR EXIST.RAFTERS AT RAFTER O U) O
3x ALUM.RAFTER 24°O.C.AT ROOF Y MM. CONCRETE WALL (3)�14x3112"W: •� N
EXIST.FASCIA BOARD OVERHANG 3 ,
2X FULL DEPTH
CID
ALLOWABLE PROJ. E%ISTING EAVF J . CIO
T09EAM� OVERHANG WOOD SCAB, 1• MIN.
SEE TABLEI (24"MAX.) WHERE OCCURS, NOTES PLACE 'SD(A FLEX' DR STNBAR NOTE BRACKET MAY BE
SEE TABLE MATERIAL BETWEEN BRACKET AND MOUNTED BELOW RAFTER
COMP, SHINGLE ROOFING TO PROVIDE W/SAME CONNECTION'S- e I C
/� EAVE CONNECTION WALL CONNECTION SEAL K
Iv L EXISTING ROOF OVERHANG DESIGN LOADSI B NOTE WALL LEDGER IS NOMINAL LUMBER SIZE 2'x6"(AT
2'z6Vi' G. ALTERNATE EAVE CONNECTION
RDL - 3 psf (MIN) TO B psf CMAX) RLL = 20, 25, MINIMUM RAFTERS),NOMINAL 2'x0•(AT 3-W MINIMUM RAFTERS) NOTE:THIS DETAIL IB LIMITED TO RESIDENTIAL INSTALLATIONS 5
3 30, 40, 6 50 psf OR KILN-DRY WOOD-FILLED2-XB&DR3-xB°ALUMINUM SECTIONS. WITHA10psTMAXIMUM DESIGN LOAD. I�i S5885
2. EXISTING RAFTER ALLOWABLE SENDING STRESS IS
TABLE 1 TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG WITH 6-INCH MIN.THICKNESS
EXISTING MAXIMUM PROJECTION OF CAI\F
FRAMING MEMBER (A) - SIMPSDN A34 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBER AND TYPE
COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL LUSL OF FASTENERS 06-23-16
LLISL OVERHANG 110, B 110,C 120, B 120,C 130,B 130,C DEPTH WOOD SCAB FULL LENGTH OF 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 S AT 448'SOL STRONG-BOLT 2
< 2"X 4"FULL 26'-0" 26'-O" 26'-0" 25W" 25'-4" 21'-T' ¢o WIND SPEED WIND SPEED WIND SPEED WIND SPED iND SPEED WIND.,PE_D
2"x6"NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'-0" 21'-2" 5❑ ° ` '°' � " `
mN (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (IXP.B&C) SS 0 48' ON STRONG-BOLT 2 DURALUM
10 2�k6::.FULL OTCHE 26'-0" 26-0" 26'-0" 26'-0' 26'-0" 26--0" r 110 120 130 110 120 130 110 120 130 110 120 -130 110 120 130 110 120 130 20 ss AT ae• O.C. (n,b) _. IAPMO 0195
L x8 NOTCHED
2"xB"FULL OR , , 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 0 SIMPSDN STRONG-BOLT 2
2NIO"NOTCHED 26-0" 26'-0" 26'-0" 26'-0" 26'-0' 26'-0" 25 SS 4B' D.C. (a,b)
6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B)
Z"x4"FULL 26'-D" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 7, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (eI (B) AHJAPPROVAL
2"x6"NOTCHED 26'-0" 26'-0" 2W-O" 26'-0" 26'-0" 26'-0" 30 SS ATS 6' D�S(TRO�G-BOLT 2
20 2"x6"FULL OR 26'-D" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" B (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (Bj (B) (B) (B) (B) (6)
B 2'k8"NOTCHED 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (13) (B) (B) (B) • 0 SIMPSDN STRONG-BOLT 2
2"0"FULL OR NOTCHED 26'-0" 26'-0" 26'-0" 26'-O" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) 40 SS AT 36. OD.C. Ca,b)
2"x10"NOTCH
2"x4"FULL 26'-0" 26,_0„ 26,-0" 25'-2" 25'-4" 20'-7" 17' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (6) (B) (B) (B) (B) (B) (B) (B) yz' 0 SIMPSDN STRONG-BOLT 2 r
° 2"x 6"NOTCHED 26'-0" 26'-D" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) (B] (B) (B] (B) (B) (B) (B) (B) (B) (B) (B) (B) 50 Ss AT 24' D.C. (n,b) i
25 2NO"NOTCHED FULL OR
2'k8 26'-0" 26'-0" 26'-0" 26-0" 26'-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER
AND ROOF PANEL RAIL TO FASCIA )
2"x8"FULL OR FOOTNOTES TO TABLES 3&4:
6 2"x10"NOTCHED 26'-0" 26'-0" 2W-0" 26'-0" 26'-0" 26'-0" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING }
2"x4"FULL 16'-0" 16'-0" 16'-0' 16'-0" 16'-0" 16'0" (C) - (2) Y4' DIAMETER LAG SCEWS Q, EMBED ANCHOR 3 MINIMUM INTO
INTO CONCRETE WALL AND I
2"x6"NOTCHED 19-10" 1O'-10" 10'-10" W-2" 9'-3" _ (D) - DIAMETER LAG SCREW
INSTALL IN ACCORDANCE
(E) - DIAMETER LAG SCREW I
30 2'k6"FULL OR WITH ESR-3037 -
26_0„ 26'-0" 26'-D" 26'-0" 26'-0" 26'-0"
2"x8"NOTCHED b, USE 3' SQ.x)/q' STAINLESS
10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
2"x80°NOTCULLOHED 26'-0" 26'-D" 26'-D" 26'-0" 26'-0" 26'-0" ar WIND SPEED WIND SPEED WINDSPEED WINDSPEED WINDSPEED WIND SPEED STEEL WASHER WHEN
m� EXP.8&C) (FXP.B&C (EXP.B&C) (EXP.B&C (EXP.B&C IXP.B&C) INSTALLING NEW WOOD
( ) ) ( ) ( 4sTEi.JOB; iF1W1
2"x4"FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 LEDGER AGAINST EXISTING
T 2"x6"NOTCHED 15'-0" 15'-6" 15'-6" 15'S" 15'-6" 15'-6" CONCRETE WALL. mm
40 2"x6"FULL OR 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 19'-0" 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) c, WHERE ROOF PANEL RAIL DRAWN BY AT
2"x8 NOTCHED. 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) ❑CCURS, USE W DIAMETER
2"x8"FULL OR LAG SCREW IN LIEU OF (2)
2'x10"NOTCHED
26'-0" 26'-0" 26'-0" 26'-D" 26--0" 26'-D" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) I�4 DIAMETER LAG SCREWS, CHECKED GM
Z"x 4"FULL 8'-11" 8'-11" 8'-11" B'-11" 8'-11" 8'-11" B' (G) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (0) (E) (E) (E)
2"x B"NOTCHED IT-1" 12'-1" 12'-1" 12'-1" 17-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) EXISTING EAVE 1
2NS"FULL OR , 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) CONNECTION DETAILS
50 2"xB"NOTCHED 15'�" 15'-3" 15'-3" 15-3" 15'-3" 15'-3"
6 2"xB' FULL OR 11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
2"x10"NOTCHED 20-9„ 20'-9" 20'-9" 20'-9" 20'S" 20'-9" 12' (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (0) (E) (E) (E) (E) (E) (E) (1 _ Q '
J 8
B OFSOBHEEIG )
I
A B C D " E F " G H I J
HANGER CHANNELS AND MOUNTING BRACKETS N
5740�-
STENERS, ° o n
E TABLE3,SHEET4 T=,O60 TYP.-1f- w rn o
LVt ~ ¢ at
FASTENERS,
1.50" SEE TABLE 3 SHEET 8 .30D" .078w lal p X
ALUM.3004-H36 .06 " .25'R .63 " NERSo 3° O W
2D2" FASTENERS, .DS' 6" ILIJ1.50" .010'k90" 'plA, SEE SHEET4 U CD
1—0.04" _ (z) Z to
N m .563" .281" -'- .200 . OS" A3° M"� CONTINUOUSA-RAILCn O2WmFASTENER$ ROOF PANEL o (VVrtERE OCCURS) _ N 0)SHEET8 rnSEE TABLE 3 .060" ! FASTENERS, 3ALUMALLOY� SEEsHEETa .8SEE TABLE 3,SHEET 4
ALUMALLOY 6063-T6 MALLOY ALUM.ALLOY
6063-TS ALU
6063-TB63-T6 6063-T6 �pfEsslcyyq�
ROLL FORMED O
OA HANGER O EXTRUDED HANGER/ CONNECTION C I.R. HANGER H BRACKET w S 5885y
cD
3 K
NOTE:THIS CONSTRUCTION IS LIMITED TO 30 psf
MAXIMUM.SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(3)Y2'0 LAG SCREWS 1 1!2" 10# #,3 L SMS EA SIDE OF CgL1t '
20#,2525#,30# L=(3)414 SMS E0.SIDE � JBEAM SPLICE TO
#14 SDS, 40#,50#LL=(4)#14 SMS EA.SIDE ✓ OCCUR DIRECTLY OVER 518"0 PLASTIC
3 PER SIDE POST.NOT PERMITTED PLUG WHERE 06-23-16
-- - --- @ 6 SCREWS I @ 2-POST UNITS SCREW IS INSIDE
i° 3/4"OR 1 1/2" PER SIDE I
q C -� 5„ 5" #14 SMS MAY
2� 1 2"x61/2"OR - BE USE AS _ DURALUM
3 - _ 5"MIN.. 3"x 8"ALUM. _ 3.5" 3.5" ALTERNATE TO
.n 42FACH1/4
RAFTER 3.5" 3.5" 1/4"0 BOLTS IAPiv10 0195
3" 3"XS"ALUM. -_ - 4"OR 1 1!2_-_ 8"BEAM
5"HEADER U-BRACKET OR ❑2 Aw APPROVAL
LU 1" EXISTING WOOD STUD FRAMING SEE NOTES3"X8"ALUM. E)STUCCO BELOW j I 61/2"SIDEPLATE EA.
2 V (E) STUCCO RAFTER x3-1/2"LAG SCREWS LL:10 psf I SIDE SEE POST SCHED0 x 3-1/2"LAG SCREWS LL=20,25 and 30 psf #14 SMS EA.SIDE
PENETRATION BRACKET 2 EACH 518"0 x 3-1/2"LAG SCREWS LL=40 and 50 psf TOP,MID HEIGHT 3"SCL POST BETWEEN SIDE PLATES
(2"MIN.PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. I
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
THREADED PORTION OF SHANK COMPLETE NOTE USE LEDGER WHERE RAFTER SPACING
PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING.SEE TABLE 3 SHEET B.
SEE LATERAL FORCE RESISTING SYSTEM.,SHEET 11 -
HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION 8
i
6 T
REVISIONS i
1 112"OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" 98 S.M.S.EACH SIDE EXISTING. ALUMINUM MEMBER WITH
DOUBLE RAFTER- WOOD FILL D DBL. 3'x6'x 6,S' BEAM
BOLT CONNECTIO PLAN 2 LATTICE 1 1l2"OR 2' BREATHING =
NOMINAL LEDGER DR DBL, 2'x6,5'x0.032'/0.042'
ALTERNATE: (NEW OR EXISTING) BEAM
4-#74 S-M.S.EACH Fa - SEE NOTE,DETAIL B.
RAFTERTOCOL y?i SHEET 0
CONNECT.(8-TOT.) - I 0 01 tFtOit 2"x6.5"OR 3"x8"RAFTER '�P
ALTERNATE:1/2"BOLT
N I ° 95TB.JOB:
' t" DATE 08-9-t6 E
Aso a ALTERNATE ,, SHEET BRS,SEE TABLE 3, 5/8' A ACCESS DRAWN By AT
7' (2)-#14 S.M.S.EACH RAFTER '� HOLES
TO COLUMN CONNECTION INSTALL 6 - #14 CHECKED GM
3'x3"STL.POST(24") ° ALTERNATE: (a-TOTAL) „ 3' SU, POST LONG SDS 0 EACH
INSERT ATTACHED OR (2}2x6.5'OR — ALTERNATE HEADER TO
3'x 3"STLPOST COLUMN (2)-3'XB"HEADER (2)-2x6.5"OR(2}3"x6"HEADER EXISTING COLUMN HANGER CHANNELS AND s
FOR FREESTANDING 1"STUCCO OR EQUAL
(2)-112"BOLT ALTERNATE C12 FASTENERS MOUNTING BRACKETS
SIDEPLATE 3"x3'k0.024" (1)-112"BOLT OR 2b"PENE INTO EACH WOOD STUD PER ^
B CONNECTOR (2)-#14 S.M.S.EACH RAFTER CONNECTION) I
s
DBL. RAFTER/DBL. HEADER CONN. 4� STUB COLUMN TO DOUBLE HEADER CONN. O5 AITTACHM ENT DETAIL R O DO COLUMNDETAIL O O F-SH 9
B nF 6BsH—a 1
A B C 0 E F GCD
H I J
(�
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS CD cz
WCInco L
Om
F
C � U
of W I��i
W > -
Qo
TABLE 1 TABLE 2 - "
ATTACHED ONLY ATTACHED AND o o
-r BRACKET @3-SQ.POST STEEL POST ONLY: Q — c7
W/(4}#14 SMS EA.SIDE OF POST I FOOTING &ANCHOR BOLTS FREESTANDING USE POST TYPE L�
F.G.H.I,J OR d'
L �
OR 112'M.B.THROUGH POST ALUM.-rBRACKET USE WITH ALTERNATE FTG. 1 0)
POST POST TYPE B,C,D,OR E. I 1
POST FOOTING SIZE SINGLE Posis EMBED. cuBE szE BG.1B•DEEP •CUBE FTG.
STEEL.''BRACKET OR 9"SQ. BOLTS 18' 19'SQ. 12" 112 DEPTH OF
BASE PLATE USE WfLH K�1T-22•CUBEo(1) (2}318'B iT/8• 2p^ 2p gp- 12' FOOTING OR
PEETABL E B,C,D,E,F,G,H,J OR K.(2}3/e"9 STRONG-BOLT2 SS SEE TABLE 1 12•MIN.EMBD. I I
EA.BRACKET TO SLAB. 27&24'CUBED(1) (*IV 31/9• �• 25'SQ. 16' -•..
91/2'MINIMUM DISTANCE TO 24' 28•SQ. 20"
EDGE OF SLAB. zs'-WCUSED(2) (4).12'B 3114•
26' 32'SQ. 23' "�e I •: Imo- Q M S 5885
33'MINIMUM DISTANCE FROM ./r 28' 35'SQ 25' u. ~
SLAB CRACKTO COLUMN. W Z -
_ Q 31'-34'CUBED(2) (4}59.0 4' W
(IV MIN.EMBEDMENT v 30• 39-S0. 23' UJ a
D TH G 35•-39-CUBED(2) (4)3 v 4AW 327 43•SQ. 30' (i}7/2"E1M.B. ~'`•:.::•:- H _
SLAB SHALL BE IN < POURED CONCRETE 34' 47'SQ. 3z' x9'LONG,I-
ENDPOURED
�,'•�, o 'OF CAO
FOOTING SEE TABLES aP-42'cUBEo(z) (4}L4'B 43�4• 36• 51'SQ. 34" FRO POST
GOOD CONDITION OF POST '•:.; ��• Z
FOR SIZE NOTE: BOLTS SHALL BE SIMPSON STRONG-BOLTZ SS 38- 55'SQ. 37' POURED 06-23-16
3112" MIN. SEE FOOTING (ICC-ES ESR-W37) SQUARE,SEE FTG.
IN BEAM SPAN TABLE U 1)MAY USE EITHER STEELTBRACKETOR 40 B4�6Q. ��" CO OO ETE SCHEDULEPAN IN BEAM
ALTERNATE FREESTANDING BASE PLATE.
EXISTING SLAB POSTS TO CONC.FOOTING 2)REOUIRES USE OFALTEMLATEFREESMWOING 44" SIT SQ. °3
O ATTACHED COVERS ONLY O ATTACHED COVERS ONLY BABEPLATE. LUBEFGGMGW3125NB OSQUAREPOSTEMBED. DURALUM
INTO FOOTING IAPMO 0195 -
AHJAPPROVAL
(3)-3/4"0 BOLTS
FOR POST TYPE F,G.H,I,J&K
� 3°OR 4"SQ.
4115" INSERT
�L 16" x 0.188.
I ASTM A500
45• GRADE
STEEL j
T.O.C.
(4)-SS316 3/4"0 STRONG-BOLT 2 SS e
B STEEL PER ICC-ES ESR-3037
ALUM.ALLOY 3.00"OR (4 3/4"EMBEDMENT DEPTH)
REwsKx s
2_j�" j... "wa a"E mcFawn
6063-T6 2.40" I e
1.375" CL 7/1 WO HOLE INSERT TO
FOR 3!8"MB .56" 2 FLANGES BASE PLATE 3/13"
0 21/8"APART
•75" ASTM A500 GRADE B POST
0 INSTALL IV'
1y"x Ye"HDG 1.125" 2.5" - I 4sTELJo6x 1B1or1
WASHERPLATEATANCHORS INSERT ( K
o .75" .75" BASE FLARES
157" TO T WIDE EA g"SQ.X 5/8"THK. L_- --' DATE D6zPIB
1.601, TYP SIDE OF FLANGES TH,BASE PLATE DRAWN BY AT
1.5 0901,TYP USE FOR 3"OR 4' 1 75" FOR 3"POST, (ASTM A500 GRADE B STEEL)
INSTALL iy2"x tYz"x YB"HDG STEEL POSTS 5.50" 4"WIDE FOR 4' POST 1 Ye" 6yz" 1 Ya' CHECKED GM y
s WASHER PLATE AT ANCHORS Ce&2-318" HOLE COLUMN/POST SURFACE ;
FOR 130 MPH CL2-5/16"Pl HOLES 2-3/8 HOLES
NOTE CONCRETE SLAB ANCHORS SHALL BE TYP.EA SIDE WELDED STEEL BASE PLATE 1 D MOUNT AND FOOTING
NOTE:CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
'/"DIAMETER SIMPSON STRONG-BOLT 2 SS
9 (IcD-ES ESR-3037) ALTERNATE FREESTANDING EMBEDMENT DETAILS
ALUM "T" BRACKET O STEEL "T" BRACKET OD BASE PLATE ANCHOR
SH - 10 E
•,o as so se=�rs
A B C 0 E F G H I
CD
ZZz -Ilk
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS u o m
N co to
1 BEAM SPLICE TO LLI Q co
OCCUR DIRECTLY OVER 5/8"9 PLASTIC
POST.NOT PERMITTED PLUG WHERE 5 C) 4
Q 6 SCREWS I Cat 2-POST UNITS SCREW IS INSIDE O X
PERSIDE 1 O W
5„ .5" #14 SMS MAY
BE USE AS ' W j
3.5" ALTERNATE TO Q z L.
1/4"DJ BOLTS
3.5" o O r-
2 - 8"BEAM MO U) p
I .5" C.0
2"X6.5"X0.032" SIDE PLATES �i oR �z
m 110 MPH 120 MPH 130 MPH SEE NOTES I I� EXP. B EXP, EXP. B EXP. EXP, H EXP. C BELOW 6112"SIDEPLATE EA.
I
5' 2 2 2 3 3 3 #14 SMS EA.SIDE SIDE SEE POST SCHED.
6' 2 3 3 3 3 4 TO ANDI BOTTOM. 3"SQ.POST BETWEEN SIDE PLATES QKESS/ �
HEIGH
7' 2 3 3 4 3 4 POST SCHEDULE
' 8' 3 3 3 4 4 5 3"SQ.x.032"+(2r2"x 6 1/2"x 0.032" 3"SQ.x.032"+(2)-2"x 6 1l2"x 0.042" S 5885
Fil W/(6)414 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. * .
1o' 3 4 4 5 5 6 BEAM TO POST CONNECTION 21
11' 4 4 4 5 5 6 OF CAl1F
�
12' 4 5 5 6 5 7 ALTERNATE FOR SOLID-ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED 06-23-16
13' 6 6 7
COLUMNS(SHOWN AT LEFT)ARE NOT SPECIFIED
4 5 5
2"X6.5"X0.042" SIDE PLATES CE? STRUCTURE
DURALUM
m9 I10 MPH 120 MPH 130 MPH IAPMO 0195
EXP. H EXP. EXP, B EXP, I EXP. Ell EXP, C - CXUI 4N 1 TAZ W. 2"V 1/(2)2"x6 5"x0 42"SIDE PLA FES. '
o 5' 2 2 2 2 2 3 — SE AN
6' 2 2 2 3 3 3 INSULATE➢LRDOFMPANEL C)LW N 2 PER SPAN T BLE AHJ APVROvu
7' 2 3 3 3 3 4 I TERLOCKING SEAMS, TYP. <Q- Q-
8' 2 3 . 3 4 3 4 2 ��� 0
PR0.1E ON, P
9' 3 3 3 4 4 5
10' 3 4 4 4 4 5 c��E pRYF�G�( 1 O� OHO i
11' 3 4 4 5 5 6 a yly� a
12' 3 4 4 5 5 5 -
13' 4 5 4 6 5 7 s
6 1
NOTE:I.ASSHOWN
MINIMUM NUMBER ONSHEET
E REQUIRED ET T O.COLUMNS ROOF PANEL ATIACHMIN( !
ASSHOWN ON SHEET T.SEE SHEET7FOR POST TYPES. LENGTH L
FEVI610N5
wnK nuE o�acrm,iox
ROOF PLAN
FASTENERS, N14 SMS 2 32' O.C.
SEE SHEET 4 4 MIN. PER EACH JOINT
WALL ROLL-FORMED(4 MIN, PER PANEL INTERLOCK) iShlJOBM /6-toil 4
1 HANGER DR IRP
0.4TE 062i16 F
DPA4YN BY AT
LL-FORMED CHECKED GM
e
PANEL ALUMINUM SKINS Pp i
TOP s 3DTT. 0.021VLATERAL FORCE a
FASTENERS, RESISTING SYSTEM/
SEE SHEET 4 MIN. NUMBER OF
1 ROOF HANGER ROLL-FORMED PANEL INSULATED ROOF PANEL
e O INTER LOCKING SEAM INTERLOCKING JOINT REQ. COLUMNS j
i
SH - 11 i
110E 66 SHEETS i
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS 4 O14-
BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 N Do o
SPLICE DETAILS 11 Lu rn r�
7 SIMPLE SPLICE FULL MOMENT O
FT'
DNA L,o,HARo6ORo U g-
y, 24"
8" 1.1 :'t O O Q(2)#10 S.M.S.@ EA
VALLEY,TYP. C14x R .MS.EACH SIDE OF 3' LU LL.
OST(&TOTAL) `_JRNATE 114.0 BOLTW/WASHER W >"to5.M.S. II "12 S.M.S. I IDE OF 3'sO.POST�s TOT. 1YP THICKNESS=.035 (24 TOT TYP. THICKNMS=.035" Q z OO+ + } 1'i' t i' -F+' +-F co
O Cnz a __ 10- INALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-H36 — .OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED -- rnNOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPTAT END BAYS 3'SO.POST
NOTCH I-BEP.M FLANGE SPLICES - ROLLFORMED & EXTRUDED FASCIAS I-BEAM ALUM ALLOY AS NEEDED TO CLEAR(6061-TG)ALTERNATE SO.POST,CONNECT WEBNOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAYBE USED. STL C-BEAM TO POST W/(2)-5/8"0a:.1a x 1rr s.M.s.FACH SIDE OF 3THRU-BOLTS@4" -BEAM, SO.PoSi1&TOTALI3"-- =11111101101TS $O.POST ANO(3)-518"OTHRU BOLTS ALTERNATE:Va'm BOLTwIWASHER@7'I-BEAMS EA SIDE OF 3-SO.POST 55885933 MUTTER FASCIA3'SO.POST M4G BEAM
350.m BEAM —OF CAL1FSPUCE WHERE 4°
OCCURS 1 5070" H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER-n,P 06-23-16
NOTE:THIS DETAIL IS LIMITED TO 10,20&30 psf
3"x 8"x.042"BEAM, ROOF LIVE AND SNOW LOADS
ALUM.ALLOY3"SQ.STEEL OR
4 6063-T6 MAG BEAM.
DURALUM
4" I-BEAM H"-- 3'-0° � "L" FASTENERS LAPMO 0195
MOMENT C.SPLICE
NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAY BE USED. 2'-0" 6-#14 SDS FASTENER TO FASCIA-SEE TABLE
4, 3'-0" 12-#14 SD5 FASTENER TO RAFTER TAILS-SEETABLE AHJ APPROVAL
FASTENER SPACING=3/4" OPTIONAL LATTICE TUBES
AT OVERHANG
1.25" #14 x 1/2"S.M.S.TOP
O 0 O (6)-#14 SDS @ EA.SIDE &BOTT.(2)-TOT.
TOP&BOTT.TOT?24 °
SPUCE WHERE °°
occu8s 4, � ROOF PANEL CL FASTENER 6 t2" i
°o GROUP
TYP. ROLLFORI4E0 OR °° 5
O O EKTRUDEDGUTER ALUM.BRACKETX -
° #14 S.M.S.@12"O0.
3"X 3' ALUM.OR FASCIA
16" 1" STEELPOST 612"x2x.024 2" 1" "L"SEE TABLE
ALUM.ALL RAFTER REVISIONS p
7'" II-BEAM MOMENT C-SPLICE
063-TS 3-0
6 µ °�TF ocscwriax ?
1 Y2" SQ. OR 2" LATTICE TUBE P1 2"xY LATTICE TUBE P2 LATTICE TUBE TO RAFTER 16 "U" BRACKET - RAFTER TO BEAM 17
_ 3.125"FOR 3 x RAFTER g�
2.125"FOR 2 x RAFTER [
1 1/2"SO.,2"MO., 9 STEL JOB 4
61011 §
ALUM.ALLOY 3105-H25 OR 2"x3"LATTICE [J7�740"@ 6063-T6 o62ats `-
ALUM.ALLOY 3105-H25 #8 x 2"SMS,2 112" @ 3"O.C.MIN. 1 1/2" DATE
7 OR 3 1/2",TYP. UP TO TO.C.MAX.
1.50 1.50" DMIYNSY AT
28" ~ � 2$" 3° 2° _ _ _ __ 6)-#14zVa'TEKSCREWS 1/2� MIN. CHECKED GM
�`- BRACKET TO RAFTER €
I 0181, �018" RAFTER o _ BEAM TO POST &
II Iuy _ 0 LATTICE TUBE TO
R RAFTER CONNECTION
:? DETAILS
2.750'
e - (6)-#14x BRACKET
SCREWS
('� _ A Il e
BRACKET TO BEAM J I L
120F50 SKETS
G
H I ,A B o C G E
HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMS o ° o
W M co
E_ Q C6
C CD
t O X
O w U—
TRIBUTARY WIDTH TABLE PROJECTION Q z OLo
CLEAR SPAN----11 O
CLEAR SPAN (FT.) rO r
CD U) �
O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 O
7 (V cG
0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 �.
1' 4 5 5 6 6 7 7 8 B 9 9 10 10 11 11 12 - TRIBUTARY= I1 m
1/2 SPAN+O.H.
2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP c3. 7 7 8 8 9 9 10 10 11 11 12 12 NPNP NP Q�pFESSl4' _ _ - 9 9 10 10 11 11 12 12 NP NP NP NP NP11 11 12 12 NP NP NP NP NP NP NP RIBUTARY ON MULTIPLE SPANS IS �5' O CENTER SPAN TO CENTER SPAN o S 5885
3
NP-NOT PERMITTED-SITE SPECIFIC ENGINEERING REQUIRED ;t
OF CA1
06-23-16
` DURALUM
IAPMO 0195
ANI APPROVAL
5
1
7
I
i
FAN BEAM
r,
E REVI610N8 9
PORLIGHTFIXTURE
AM(19'-0"MAX SPAN) ,, dh ascwrwx 5
2" FAN BEAM FAN BEAM S
J a
J S
HEADER s8b
2 1/27 2 1/2'
z T=.075' 2 1/2"
F TYP. ` aslEt�os�W 0&Z 16 -
1 X DA E I
w AT S.D.S.SCREW
#14 x 31/2"S.D.S.SCREW AT HANGER CHANNEL DRAWN by AT
FAN BEAM ATBEAM
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S ACINGoPOST FTG. MIN. MAX•POST FTG. MIN. MAX.POST pTG. MIN. MA%.POST FTG. MIN. MAX.POST FTG. MIN. MA7(•PDST FTG. MIN. M4X•POST FTG. MIN. MAX.POST FTG. MIN. MAX FTG. MIN. MAY FTG. MIN. �o U > O
a, ON SPACING
m$i SPACING (IN.) POST SPACING (INa POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) PnO,PE SPACING (W') POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m� Q O �>
C (3) r (SPAN) (7) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (t) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE
G 10'4" 17 9'-6" 25 13'-7" 19 12'-4" 27 13'-3" 19 12'-2" 27 �+ 13'-4"2,-0„ 120 B 1T-11�-10 2Zg 23'-0" 22 E 21'-32'0 8„ 333 G 5 . � Cn o
z 13W" 5' 10'-4" 19 B 9'-2" 26 G 13'-7" 21 B 12'-1" 28 G 13'_3" 21 B 11'-9" 26 G 23-4 25 N ch
9'-9" 18 6'-10" 24 12'-9" 19 11'-8" 26 12'-2" 19 11'-6" 26 G 12'-7" 19 B 11'-6"t-0 228 G 22'-0" 226 CID
E 20'-0'0-0 332 G 6'
9'-s" 20 B 8'-8" 26 G iz'-9.1 22 B 1r-4" z8 G 1z'-2" 21 B 1'_2" za 11'-0" 21
9'-T' 18 a'-0" 25 12'-2" 20 11'-T' 26 11'-3" 20 10'-1 26 12'-0" 20 11'-D" 26 G 20'-1 24 E 19'-0'8'-7" 332 G 7
9�-0�� T 9'-3" 21 B B'-3" 26 G 12'-T' 23 B 10'-9" 27 G 11'-3" 22 B 0'-7" 27 G 10'-0" 21 B 10'-2" 27 0'-10' 27
" 8'-10" 19 B'_2" 25 11'-8" 21 10'-T• 27 10'-7" 20 10'4' 27 11'-6" 21 C 10,-0" 27 G 20'-1" 25 E 18-2'7 y„ 331 G 8' fE55lQyyC
J 8'-6" 8' B'-10" 21 B '-10" 25 G 11'-8" 23 C' 10'-4" 27 G 10'-7" 23 . B 10'-2" 27 G 9'-9" 22 B 9'-7" 27 20'-1" 28 �9
(n 9' 8'-7" 19 7'-9" 26 11'-1" 21 c 10'-2" 28 �+ 10'-0110'-0" 223 10-09'-7" 227 11'-0" 21 C 10'_1" 28 �+ 19'A 25 E 17'11" -1 332 G
7-7 g•_7" 22 B T-7" 26 G 11'-1" 24 1o'-o" 27 B G 9'-2" 22 B 9'-0" 27 19'-r' is y
8'-3" 20 T-7" 26 10'-6" 22 9'-10" 28 9'-6. 21 V-6" 28 10'-4"' 21 C 9'-9" 28 18'-3" 26 6'-10" 32 �-{ 10' ' S 5885 '
J (n 6'_9" 10' B'-3" 22 B 7'-4" 27 G 10'-6" 24 C 9'-T' 28 G 9'-6" 23 C' 9'-2" 26 G 8'-9" 23 B 8'-7" 27 G 18'-3" 29 E 16'-6" 32
-0" 27 1D'-D" 22 9'-7" 29 9'-1" 21 Y�. 9'-1" 28 9'-10" 22 Y+ 9'-6" 29 G 17'-17-4' 229 E 1616'_0" 333 H 11'
6'-2" 11' g�_0" 23 B T_2^ 28 G 10'-0" 25 C 9'-3" 28 G g�_1" 24 li g_g, 2g G 8W 23 li g�_2�� 28 ._
r 5'$" 12' 7-77tT' 223 C 7-2T-0�� 228 G g,_7��9 7 225 E 9'-3"9'-1" 229 G 8-88'_8"ll 2124 C 8 8'8�^ 228 G 9,_6��8'-D" 223 Ci 9 2T-1 D" 228 G 16'-66-8" 230 E 16'-05i_7" 333 F'I 12' OF CALIF
06-23-16
A77ACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID �
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MAX.COL r� MAX-POST FTG. MIN. MA%.POST FTG. N. MAX-POST FTC. MIN. MA%.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST F(G. MIN. MAX.POST FTG. MIN. SPACING FTG. MIN. MAX.POST FTG. MIN. SD
SPACING m� SPACING (!N.) POST SPACING (IN.) POST SPACING IIN.) POST SPACING (IN.) .POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POSE SPACING (IN.) POSE SPACING (IN.) POST SPACING (IN.) PORT mS,
0_ ON —� DURALUM
C (2),(3) �" (SPAN) (7) TYPE (SPAN) (t) TYPE (SPTW) (7) TYPE -(SPAN) (7) TYPE (SPAN) (7) TYPE (SPAN) (iI TYPE (SPAPJ) I13 TYP.. (SPAN) (t) TYPE (SPIV!) (7) TYPE (SPAN) (7) TYPE F
G 10'A" 18 9'-6" 26 13'-7" ' 19 12'-4" 28 13'-3" 19 12'-2" 2g 13'-4 19 12'-2" 28 23'4" 23 21'-3" 33 G 5, .IAPMO 0195 -
13-7" 5' 10' 28 G 13'-4" 22 B 11'-8" 30 G 13'-1" 22 B 11'-6" 30 G 11'-2" 21 B 11'-0' 29 G 23'-7" 27 E 20'-1" 34 H
CV 9'-9" 26 12'-9" 20 11'-6" 28 12'-2" 20 11'-6" 28 12'-6" 20 11'-6" 28 22'-0" 24 20'-0" 32 G 6'
" T• 11'-4" 6' gt8" 21 B 8'-6" 27 G 12'-B" 23 B 11'-1" 29 G 12'-0" 23 B 0'-10' 29 G 10'-3" 22 B 10'-0' 28 G 21'-9" 28 E 19'-0" 34 H
AMJ APPROVPE
9'-3" 19 8'-6" 26 12'-2" 21 71'-1" 27 11'-3" 20 10'-1 27 11'-7" 21 B 11'-0" 27 G 20'-20'8" 229 E 19'-18 D" 333 GH 7
9-8 7' 9'-2" 9 B 8'-1" 27 G 12,_W 24 B 1V-6" 29 G 11'-1" 23 B 70'-3" 29 G 9'-6" 22 9'-3" 28
8'-10" 20 8'-2" 25, 11'-8" 22 1 OW" 27 10'-7' 21 10'A" 27 10-1 " 21 B 10'-6" 27 G 20'-1" 26 E 18'-17 T 333 H g
J 8'-6" 8' 8�_g�� P3 B T-0•' 27 G 11'-0" 25 C 10'-1" 29 G 10'-4" 24 B 9'-9" 26 G 8'-10 23 8'-8" 27 19'-9" 29
(n 7,_7„ 9' g'_T' 20 B 7'-9" 26 G 71'-1" 22 C 10'-29�_a�� 228 10 09.9" 224 C B 10 O9�_3�� .228 G 10'-3'6-4 223 C B 10_18'-2" 228 G 19,-P"g 9" 230 E 1T-G"6'-7" 333 I..I 9
B-6 23 7'-4" 28 D'-70' 25 G
V- 8'-3" 21 7'-7" 26 10'-6" 23 9'-1 D" 28. 9'-6" 22 9'-6' 28 9'-9" 22 C 9'-8" 28 G 1a'-3" 27 E 6'-106'-1" 332 H 10' i
U) 6'-9" 1 D' g�_2�� 24 B 7,_2�� 28 G 10'_3„ 26 C g.4" 28 G g•-0�� 2g Ci g•_g^ P8 G g_0 24 B T_9" 28 17'-10' 31
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8'-0" 21 T-4" 27 10'-D" 23 9'-7" 29 9'-1" 22 9'-1" 28 9'-3" 22 C 9'-3" 28 G 17'-4" 27 E 16'-0"5-7" 333 H 11' §
6'-2' 11' 7'-9" 24 B 7'T 29 G 9'-9" 26 C' 9'-1" 29 G g�_1p^ p5 C g�<)" 2g G 7'-6" 24 B 7'-6" 29 17'-1" 31 ,
r T-7" 21 7-2" 28 9'-7" 23 9'-3" 29 8'-8' 22 8'-B" 29 6'-10" 23 C B'-10" 29 16'-8" 28 16'-D" 34
5'_8" 12' T_B" 24 C g�_g�� 30 G g•-a�� 26
E 8'9" 30 G 8'-4" 25 C 8'-1" 30 G 6'-10" 24 B T-T' 3o G 16'-4" 32 E 15'-1" 33 H 12 s
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MAX.COL MN(POST .POST FTG. MIN. MAX.POST FTG, MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MA%.POST FTG. MIN. MAX.POST FTG. MISPAN. MP.7(.POST FTG. MIN. jo _
= SPACING So MAX.POST FTG MIN. POSI INSaZ)S(L3A)B F�' SPACING
(SPAN ((7)) TYPE (SPCAP!) ((7)) POST TYPE S(SPAI� ((N)) TPOST
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PO TYPE SP TYPE (SPAN 1 TYPE
10'-0" 19 9'-3" 28 13'-7" 21 12'-Z' 30 IT Y 21 12'-0" 29 12'S" 20 B 12'-D" 29 G 23' 22'-6"11 228 E 20'- 336 H J 5'
C 13'-7" 5' 10'-0" 21 B 8'-8" 29 G 13'-1" 23 B 11'-4" 31 G 12'-7" 23 B 71'-2" 31 G 10'-3" 22 10'-1' 30
M 9'•9" 20 8'-9" 27 12'-9" 22 11'-6" 29 12'-2" 21 11'-3" 29 11'4" 21 11'-3" 29 22'-0" 26 19'-8" 34 H 6' asE Jos: stwt ¢
r 11'�" 6' g�_g�� 0 B g�_2^ 2g G 2'-4" 24 B 10'-B" 30 G 11'-6" 24 B 10'-7" 30 G 9'-0" 22 B 9'-2" 29 G 21'-2" 29
T DATE 6&9-16
g'-3" 20 8'-4" 27 12'-T' 22 B 10'-1 " 29 11'-3" 22 10'-8" 29 10'-7" 21 10'-7" 28 G 20'-20.2 23D E 18'-97-0 335 H I 7�
9'-81, 7 g_p Y3 B T-9" 28 G 11'-8" 25 C 10'-2" 30 G 10'-8" 24 B 10'-0" 30 G 8'-9" 23 B 8'-7" 29 DPAwnsv AT
B'10" 27 8,-0" 26 11'-8" 23 10'-6" 28 10'-7" 22 10'-3" 28 10'-0" 22 B 9'-10" 28 G 20'-t9-2 231 E 18'-0'6 9" 334 H 8 CHECKED
J 8'6" 8' 8'-7" 2a B 7'•6" 28 G 11'-1" 26 C 9'-9" 30 G 1D'-D" 25 B 9'4" 29 G a'-2" 23 8'-0" 2a E
N T-7" 9' 8'_7", „ 22 B 7'-8" 27 G 11'-1 0'-6" 226 10 19'-4" 229 10'-0" 23 B 9'-9" 28 G 9'-4" 22 B 9'-4'7_7 229 G 19'-T8 1„ 231 E 1T 16'-7" 334 H 9' SOLID COVERS ATTACHED
B-3 24 T-2" 29 C G 9'-4" 25 C 8'-10" 29 T-8" 24
(� 6'-9" 10' 8'-3" 2 7'-6" 28 10'-6" 24 9'-8.1 28 9'-6" 23 9'-3" 28 e'-1o" 23 B'-1D" 28 18'-3" z9 1s'-s" 32 H 10' & FREESTANDING BEAM
'-10" 25 B T-0" 30 G '-10" 27 C 9'-T' 3O G g•.6" 2g C g�_p, 3p G T-0" 24 B T-2" 30 G 1T-2" 32 E 15'-7" 34 SPANS, 10 PSF L.L.
0-• 6'0" 23 B T-3 29 10'-01, 24 C 9'-4" 29 9'-1I 2 8'-10" 29 8'-6" 23 C 6'-6" 29 G 1T-4" 29 E 16'-2_;,. 333 H I 11 110-130 MPH 3
6'-2' 11' - T-0" 25 C 6'-9" 31 G 9'-6" 27 E 8'-9" 31 G T-9" 25 C' T-0" 31 G 6'-4" 24 B 6'-10' 31 16'-0" 33 C 1
6 Or T-7" 23 T-1" 29 9'-7" 25 9'-2" 29 B'_8" 24 8'-S" 29 8'-2" 23 C 8'-1" 29 !16' 30 15'-8" 33 H 12• V I
7 V 25 C 6'-7" 31 G 9'-1" 28 E B'-6" 9 G T-1" 25 C 6'9" 37 G 5'-9" 24 B 6'-7" 31 G 75'-9" 33 E 14'$" 33 I
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MAX.COL Gt MAX.POST MAX.POST FFG. MIN. +NIX POST MAXPOST FIG. MIN. �jo W > O
SPACING So MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FT G. MIN. MAX.POST PTO. MIN. MAX.POST FTG. MIN. MA%-POST FTG. MIN. SPACING SPACING SPACING SPACING U
a. ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST FOR DBL. FOR 3'x8" (IN.) POST FOR D6L FOR 3-x8" (IN.) POST m� Q Z LCJ
C (2).(3) r (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (t) TYPE 2W.5SA.032• BEAM (1) TYPE 2XB.5'x0.m2 6FAM (1) TYPE O Q
z G 13,-7„ 5' 26'-9" 23 E 24'-4" 32 G 29_6 24 E 26'-1 33 H 16'-0" 20 B 16'-0"5'-3" 230 13 12'-7" 13 2'-10" t 21 3'-2" 13'•8" 27 co �
p 26'-9" 26 23'-T 34 H 29'-6" 27 26'-E" 35 16'-0" 22 G B 12'-3" 12'-7" 29 G 5, N rn
r 11'-4" 6' 25'-3" 24 E 23'-0" 31 G 2T-9" 25 E 25'-3" 32 G 14'-7" 20 B 14'-''4 0" 229 �. 12'-1"7-0 12'61'-9" t 21 B 12,1"1 2 12'-6" 27
228 G 6
5'-3" 27 22'-4" 33 H 27'-9" 28 24'-7" 34 H 14'-7" 23 CID
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1 9'-8" 7' 24'-0" 25 E 21'-9" 32 G 26'-4" 26 E 24'-0" 32 H 13'-6" 21 G. 13'-6'3'-0" 229 G 11'-'"0 g" 77'-0'-10" 222 B it'-lo, 11 �'0'-8' 27 G T
4'-0" 28 21'-3" 33 H 26'-4" 29 23'-4" 34 13'-6" 23
" 23'-0" 26 20'-1 32 25'-3" 27 23'-0" 33 12'-8" 21 12'-8" 28 G 10'-6" 10'-10" 20 B 10'-69 9 1D'-170',p" 227 G,..� 8'-6" 8' 23'-D" 29 E 20'-3" 32 H 25'-3" 30 E 22'-4" 33 H 12'-B" 24 C 12'-2" 28 10'-0" 10'-2" 22
N 7'-T' 9' 22'_7" , 27 E 20'-1" 33 H 24'-3" 27 E 22'-l" 34 H 12'-0" 22 C 12'-O" 229 9'-10" 10'-2" 21 C 9'-1d' 10'-2" 27
I1 22-1 30 19'-7" 33 24'-3" 31 21'-7" 34 1 12';0" 24 G 9'-4" 9'-B" 23 B 9'-2" 9'-4" 27 G "1
21'-0" 27 19'-4" 34 23'-6" 28 21'4' 35 11'-4" 22 11'.4" 29 9'-4" 9'-2" 21 9'-4"
6'-9 10 2t'-4" 31 E 18'-10' 33 H 23'-6" 32 E 20,-9" 34 11'-4" 25 C 0'-10" 29 G 9'-0.1 9'-2" 23 C 8'-9" 8'-6' 27 G 10 S 5885
6,_.z., 11, 20•-8,• 2B E 18,_9„ 34 I �,_9,. 29 E 20'-8" 35 I 1'p._1 „ 22 E 10'-1 0'-4" 329 G. 9 D'8_7d 9-48,A„ 223 C 9 08,-4„ 8-07,$„ 228 G 11'
O 0'-8" 31 18-3" 34 22'-9" 32 20'-2" 35 0'-10" 25
T 5,-8" 12' 20'-1" 28 E 18'-3" 35 I 22'-1" 29 E 20'-1" 36 J 10'-4" 23—1 10'-4"O,_0„ 330 8 7 8'-2" T-0T-B" 223 8 7
20'-i" 32 1T-9" 35 22'-1" 33 19'-7" 35 10'-4" 26
G C 6'-0" 7'-1" 28 G 12' OF: CAt-\F�
06-23-16
ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID 2's
MAXCOL as MAX.POST MAXPOST FTG. MIN. MAYLP MAX POST FIG. MIN
SPACING Ss MAX•POST FTG. MIN. MAX.POST FIG. MIN. MAX.POST FIG. MIN. MAX.POST FTG. MIN. MAX.POST FIG. MIN. M/1XP05T FTG. MIN. SPACING SPACING SPACING SPACING
Q- ON SLAB m SPACING (IN.j POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) PAST SPACING (IN.) POST FOR DBL. FOR 3'XB" (IN.) POST FOR D6L. FOR 373' (IN.) POST m
C l2).(3) (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2�,g.sx0.Va7 BEAM (1) TYPE 2x.SxO.V' BEAM (1) TYPE � DURALUM
G 26'9" 24 24'-4" 34 H 29'-6" 25 26'-1 " 35 I 16'-0" 20 16'-0" 30 13'-2" 13'-8" 20 B 13'-2" 13'-8" 29 G_ 5'_ .. IAPM0 0195
C 13'7" 5' •26'-V' 28 E 23'-1" 36 I 29'-2" 29 E 25'-4" 36 K 14'-10 22 Q 14'-7" 31 G 12'-7" 1'-8" 21 12'-3" 11'-6" 30
" N 25'-3" 25 23'-0" 33 H 27'-9" 26 25'-3" 34 H 14'-7" 20 14'-7" 29 G. 12'-l" 12'-6" 20 B 12'-11'"1 2 12-60'-6" 229 G 6'
f 11'-4" 6' 4'-10' 29 E 27'-9" 35 1 27'-6" 30 E 2T to 36 K 13'-B" 23 B 13'-0" 31 11'-6" D'-8" 22
L 9,$" 7' 24'-0" 26 E 21'-9" 33 H 26'-4" 27 E 24'-0" 34 H 13'-0" 21 C 13'-6'2'-4" 230 11 1p,-8„ 11-0'-O" 223 11'_2„ 11,_T' 28 Aw APPROVAL
23'-8" 30 2p'-8" 34 1 26'-1" 31 22'-9" 35 1 12'-B" 23 G B 10'-4" 9'-B" 28 G 7
J 8'-6" 8' 23'-0" „ 27 E 20'-1 „ 32 H 25'-3" 28 E 23'-0" 33 H 12'-8" 21 C 12'-8"1•_T' 230 G 10'-60,-0„ t0-19,-0„ 223 B 10'-69,_9, -t9'-1" 228 G 8
22'-8 31 19'-9" 34 25'-D" 32 21'-9" 35 I 11'-10 24
22'1" 26 E 20'-1" 33 H 24'-3" 29 E 22' 1" 34 H 12'-0" 22 C 12'-0" 29 G 9'-109� 10 B-g 223 C B 9'-109-2 10-28'-7" 226 G 9
1=9 32 19'-0" 34 24,-D" 33 21'-0" 35 I 11'-2" 24 11'-0" 29
6,_9„ 10, 21'-4" 2g E 19'�" 34 H 23,_6�� 29 E 2T-4„ 35 I 11'-4" 22 G. 11,-4" 29 G g'.4"9_p g_26�_4„ 24 C B 9-0'g,_9�� 9-27,_y�, 228 G 10' s
21'-1" 32 W-4" 33 I 23'-2" 33 20'-2" 34 10'-B' 25 10'11" 29
" 20'B" 29 18'-91, 34 22'-9" 30 20'-8" 35 I 10'-1 22 10'-1 30 9'-0' 8'-4" 22 9'-0' 26 ,
C 6'-2' 11' 20'-4° 33 E 17'-9" 34 22'-6" 34 E 19'-7" 35 J 10'-2' 25 E '-1p" 29 G 8'-7" 8'-0" 24 C 8'-4" 7'-1" 29 G 11 z
t 5'-8" 12' 20'-7" 30 E 16'-3" 35 I 22'-1" 37 E 20'-1" 36 J 10'-4" 23 E 10'-49 30 G B'-7" 7'-B" 22 C 8'-0" T$16'-7" 230 G 12'
9'-1p' 34 17'-3" 34 21'-10' 35 19'-1" 35 9'-9" 26 9'-6" 30 8'-2" 7'-0" 24
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MAX.COL F MAXp05T FTG. MIN. MA%.POST FIG. MIN. MAX.POST FIG. MIN. MAX.POST FIG. MIN. MAX.POST FTG. MIN. MAX.POST FIG. MIN. MAX.POST MAXPOST FIG. MIN. MAXPOST MAX.POST FIG. MIN.
SPACING Mm SPACING SPACING SPACING SPACING
a ON SLAB m� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING ON.) POST SPACING ON.) p05T FORDBL FOR3"xe" (IN.) p05T FOR DBL FOR 3"xB' (IN.) POST mF
= C (2),(3) (SPAN) (1) TYPE (SPAN) (1) TYPE IS (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2•xgsx0.032. BEAM (1) TYPE 2k8.gxp•0� B� (1) TYPE
CD 13'-7" 5' 26'-9" 26 E 24'-0" 35 1 29'-6" 27 E 26'-0" 36 K 16'-0" 22 B 15'-7" 32 G. 13'-2" 13'-1" 20 B 13'-7'2_3 13'-0"0'-7" 229 G 5
Q 25'-9" 29 22'-4" 37 K 28'-6" 30 24'-8" 38 13'-B" 24 13'A" 32 12'-T' D'-9' 22
25'-3" 27 22'-7" 35 1 27'-9" 28 24'-1 " 36 1 14'-7" 22 14'3" 31 12' 1" 12'-0" 21 12'1" 1'-10" 27 4S+ELJD8A tF+w1 g
T 11'-4" 6' 4'_3'� 36 E 21'-1" 37 K 26'-9' 31 E 23'-3" 37 K 12'-T' 24 B 12'-3" 32 G 11'-6" '-10" 23 B 11'-2" 9'-8" 28 G 6' - ¢
I I 9,$„ 7' 24'-0" 2g E 21'-6" 34 H 26'4' 29 E 23'-B" 35 1 13'-0" 23 G. 13'-2" 30 G. 11'-0'-8" 11-19'-2"ll 223 B 11'-2"0�" 11 19.-0" 227 G 7�
23'-t" 31 20'-1" 36 K 25'-6" 32 22'-1" 37 K 11'-8" 25 11'-4" 31 DRAWN BY AT
J 8'-6" $' 23'-0" 29 E 20'-7 34 H 25'-3" 30 E 22'-8" 35 1 12'-8" 24 C 12'-4" 30 G. 10'-6p.0'-0" 10 8'-7" 224 B 10'-69-9 10 8'-0"11 227 G B cNECNEO oM i
22'-1" 32 19'-2" 36 I 24'-0" 33 21'-2" 37 K 10'-10 26 10'-8" 30
" 7,-7" 9, 22'1" 29 19'-9" 34 H 24'-3" 30 21'-9" 34 1 12'-0" 24 Il'-8" 29 9'-10" 9'-9" 23 C 9'-10" 9'4' 27
21'-3" 33 E W-6" 35 1 23'-6" 34 E 20'W 36 K 1D'-3" 26 C IVA" 30 G 9'-0" 8'-1" 24 B 9'-2" A0" 27 G 9' SOLID COVERS ATTACHED
d 6'-9" 10'LL 21'4" 3o E 19'-1" 34 H 23'-6" 31 E 21'-1" 34 ) 11'-4" 25 G+ 11'-1" 29 G 9'-0"9'-0" 9'_2T-6" 225 9,�„ 8,_9" 26 G 10' & FREESTANDING BEAM a
20'-7" 34 17'-10' 35 I 22--B" 35 19'-8" 36 J 9'-9" 27 9'-T' 30 C 8'-4" 7'-2" 27
SPANS, 10 PSF L.L,
20'8" 31 16'-6" 34 I 22'-9" 32 20'-4" 35 I 10'-1 2s 10'-7" 29 9'-0" 8'-4" 23 9'-0" 8'-0" 28 °
3 C 6-2 11' 9'-10' 35 E IT-3" 35 J 22'-D" 36 E 19'-1" 38 J 9'-4" 27 E 9'-2" 31 G 8'-7" -0" 25 C' 8'-0" 6'-7" 26 G 11' 110-130 MPH j
r 5'-B" 12' 20'-1'9'-3" 335 E 18'-0" 35 I 22'-1" 32 E 19'-9" 36 J 10'li" 25 E 10'-2B-g 331 HG B78'-2" 7-Bti
'-10" 225 C. 87T-4" 7�6'-D" 228 G 12' �� r A /1 ,
16'-9" 34 J 21'-3" 37 18'-0" 35 9'-0" 27 I YVl
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SACING So MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FfG. MIN. MAX.POST FTG. MIN. MAKPOST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FlG, MIN. MAX.POST FTG. MIN. U O
ON SIRS m 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.) 70PE S`PCI�NG ((i') POST m1 Q Z tr7
(2).(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) IIJ TYPE (SPAN) (1J TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE fff��� o
19'-3" 21 19'-3" 30 18'-0" 21 18'-4" 30 20'-1" 21 20'-1" 30 25'-1 23 25'-1JH
28'-0" 24 27'-B" 35 th co C:,
z O 13'-7" 5' 18'-1" 23 C 1T-8" 31 G 18'-4" 23 C 1T-8" 31 G 20'-1" 24 C 19'-0" 32 G 5'-10" 26 E 4'- H 28'-4" 27 E 2T-0" 37 `� 5 coo M
17'-7" 22 iT-7" 29 16'-9" 21 16'-9" 29 18'-4" 22 18'-4" 30 23'-8' - 4 . 23'-8" 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-8" 31 G 23'-B" 27 E 22' H 5'_1 D' 27 E 4'-10" 36 `� 6
9,-B„ 7' 16'.3" 22 G. 16'-3" 29 �. 15'_7" 22 G. 15'-7" 29 �. 17'-1" 22 E 17'-1" 30 �. 22'-22'-D" 227 E 22'-21' H 24'-24'-0„ 228 E 24'-23'_1" 335 J 7� CA
24 C 15'-0" 30 15'-7" 24 15'-0" 30 1T-1" 25 16'-4" 31
15'=3" 23 W-3" 30 14'-7" 22 14'-7" 29 16'-0" 23 16'0" 30 20'-7" 25 20'-7" 22'-6" 26 22'-6" 34
"') 6,�„ 8' 25 E 14'-0" 29 G 14'-7" 25 E 14'-1" 29 G 16'-0" 26 E 15'-4" 30 G 20'-7" 28 E 19' H 22'-S" 29 E 21'-7" 34 `� B' �tpFlgyq�
(n 7,_7„ g, 74'-4", „ 23 E 14'-4" 30 G. 13'_9" 23 E 13,_9„ 30 �. 15,_1„ 23 E 15,_t" 21 �-. 19'-4" 25 E 19'-4"B,_T' 32 H 21'-21,_2„ 229 E 21'-220� 335 `� g
13-1 25 13'-2' 30 13'-9" 26 13'-3" 3D 15'_1" 26 14'-6" 30 79'-4" 29 y
r 13'-8" 24 13'-B" 31 13'-1" 23 13'-1" 30 14'-3" 24 14'-3" 21 18'-4" 26 18'-4" 33 20'-1" 27 2D'-1" 35 10' S 5885
(n 6'-9" 10' 12'-10" 26 E 12'-7" 30 G 13'-1" 26 E 12'-7" 30 G 14'-3" 27 E 13'-9" 31 G 18'-4" 29 E 17'-8" 33 H 20'-1" 30 E 79'-4" 35
0-' , 13' 1" 24 13'-1" 37 12'-6" 24 12'-6" 31 13'-8" 24 13'-8" 31 1T-7" 26 1T-7" 34 19'-2" 27 AlV-4-
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O 6-2 11 12'-3" 26 E 12'-0" 30 G 12'-6" 26 E 12'-0" 30 G 13'$" 27 E 13'-1" 31 G 1T-7" 30 E 6'_10' 33 H 19'-2" 30 E 11' '
5'-8" 12' 24 E 12'-6" 31 G, 12'-0" 24 E 12'-0" 31 G. 13'-1" 25 E 13'-1" 32 �. i6'-96'-9" 230 E 16'-9"6'-2" 334 H 118�18'-0" 21 E `� 12' OF �L1F($'
11'-9" 27 11'-6" 31 12'-0" 27 11'-6" 31 13'-1" 28 12'-7" 32
06-23-16
> ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREES7ANDlNG SOLID
MAX.COL r MAX.POST FfG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN,
e = SPACING MAXPOST FfG. MIN. MAX.POST FIG. MIN. MAX.POST FTG. MIN. MAX-POST FTG, MIN. MAICPOST FfG. MIN, MAKPOST FIG. MIN. MAX.POST FNG. MIN. �o
ON SLA3 m� SPACING (IN.) POST SPACING (U1.) POST SPP.CING (!N.) POST SPACING (INJ POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING QN.) POST m�
MIR � (SPAN) III TYPE (SPAN) (1) TYPE (SPAN) 00 TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPa^:) (1) 7:'PE (SPAN) (1) IYPE � DURALUM
13'-7" 5' 19'-3" 22 C 19'-3" 32 18'-4" 22 18'-4" 31 G 20'-1" 22 20'-1" 32 G 25'-1 " 24 25'-1 34 H 28'-4" 25 27'- " 35 I 5, IAPMO 0195
O 16-6" 24 B 1G'-1" 32 G 17'-4" 24 C 17'-0" 33 H 19'-0" 25 C 18'6" 33 H 2N-4" 27 E 3'-10' 36 K 26'-8" 26 E 26'-1" 37 K
17'-7" 23 17'-7" 31 16'-9" 22 16'-9" 31 18'-4" 23 18'-0" 31 G 23'-8" 25 23'-8" 33 H 25'-1 " 26 25'-1 34 H 6,
T- 11'-4" 6' 15'-1" 25 C 14'-B" 32 G 5'-10' 25 C 15'-6" 32 G 17'-4" 26 C 17'-0" 33 H 22'-0" 28 E 21'-9" 35 1 24'-4" 29 E 23'-9" 36 J
9,$„ 7, 23 C W-3" 30 G. 15'-7" 23 C 15'-7" 30 G. 17'-1" 23 E 17'-1" 31 G 12'-20'-8" 229 20'-2" 334 24'-0" 26 24'-0" 34 H Aw APPaovN.
14'-0" 25 13'-8" 31 14'-8" 26 14'-4" 31 16'-1" 26 15'-B" 32 E H 22'-T' 29 E 22'-1" 35 I 7
15'3" 24 E 15'-3" 30 14'-7" 23 14'-7" 29 16'-0" 24 16'-0.1 30 20'-7' 26 20'-7" 32 22'-6" 27 22'-6" 33 H B,
s J 8'-6" B' 13'-1" 26 C 12'-9" 30 G 13'-9" 26 E 13'-0" 31 G 15'-1" 27 E 14'-8" 32 G 19'-4" 29 E B'-10' 34 H 21'-2" 30 E 20'-8" 34 1
(n 7'7„ g- 14'-4" 24 E 14'-0" 30 G 13'-9" 24 E 13'-9" 30 G. 15'-1" 25 E 15'-,3 31 G 19'-4" 27 E 19'-47'-10' 333 H 21'-22'0_01. 231 E 21'-219-6 34 H I g,
12-4 26 12'-1" 30 13'-0" 27 12'-8" 30 14'-2" 27 13'-10" 31 H 16'-3" 30
13LIL '-8" 25 13'-B" 31 13'-1" 24 13'-1" 30 G 14'-3" 25 14'-3" 31 18'-4" 27 1W-4 33 20'-1" 28 W-1" 34 H _
� 6'-9" 27 E 11'-6" 30 G 12'-0" 27 E 12'-1" 30 H 13'-0" 28 E 13'-2" 31 H 17'-0" 30 E 17'-0" 33 H 19'-0" 31 E 18'-6" 33 I 10
25 13'-1" 31 12'-6" 25 12'-0" 31 G 13'-B" 25 13'-B' 31 17'-7" 28 1T-7" 33 19'-2" 28 19'-2" 34 11,
O 11'-2" 27 E 11'-0" 30 H 11'-9" 28 E 17'-0" 30 H 12'-10" 28 E 12'-7" 31 H 16'-7" 31 E 16'-2" 33 H 18'-1" 32 E 17'-6" 34
r' 12'8" 25 12'-6" 31 12'-0" 25 12'-0" 31 13'-1" 26 13'-1" 3 16'-9" 28 16'-9" 34 H 18'-4" 29 18'-4" 35
5'-B" 12' 27 E 10'-6" 30 H 11'-3" 28 E 11'-1" 3D H 12'-4" 29 E 12'-1" 32 H V-10" 31 E 15'-6" 33 1 17'-4" 32 E 17W' 34 12 f
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ATTACHEDSOLID FREESTANDING SOLID AT7ACHEDSOLID FREESTANDING OLIVI ATTACHEDSOLID FREESTANGINGSOLID ATTACHEOSOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID
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MPX.COL r r MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FfG. MIN. M4X.POST FrG. MIN. MAX.POST FTG. MIN. MAX-POST F-G. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. �c
SPACINGPOSI" 1L ON SLAB �+� S(SPAN) ((1) POSTTYPE SPACING
((1)) TYPE POST SPACING
(111) TYPE (SP POST CAN)ING ([7)) TYPE POST S(SPAN) ((1)) TYPE (SPAN) ((1)) TYPE SPACING
((1)) TY E S(PCANG ((1)) TY E S(SPAN) (1)) TYPE S(SPAN) ((1)) TY E
Cc (2).(3) I-
18'-4" 23 C W-3" 33 18'-0" 23 C 18'-0" 33 20'-1" 24 19'8" 34 H 25'-1 " 26 25'-3" 36 J 28'-4" 26 2T 37 5, t3,
M 13'-7" 6' 15'-1" 24 B 4'-9" 33 H 16'-0" 25 B 15'-7" 34 H 1T1)" 26 C 1T-1" 35 I 22'-4" 28 E 1'-10' 37 K 24'-6" 29 E 24'-0" 38 K
16'-9" 24 16'-9" 32 16'-9" 24 16'-6" 32 G 18'-4" 24 18'-0" 33 23'-8" 26 23'-1" 35 I 25'-1 27 25'-3" 36 J 6, 951ELx1bi tstnrt
r 11'-4" 6 13'-10" 25 C 32 G 14'-7" 26 C 14'-3" 33 H 15'-10' 26 C 15'-7" 34 H 2D'-6" 29 E 20'-1" 36 K 22'-4" 3D E 1'-10" 37 K
r 15'-7" 24 15'-6" 31 15'-7" 24 15'�" 31 17'-1" 25 16'6" 32 G 22'-0" 27 21'-6" 34 H 24'-0" 28 23'-6" 35 I G^TE °sale
9'-8" 7' 12'-9" 26 C 12'-7" 32 G 13'-6" 26 C 13'-2" 32 G 14'-9" 27 E 14'-6" 33 H 19'-0" 29 E 18'-7" 35 I 20'-9" 30 E 20'-3" 36 K 7
oPAwN by AT
14'7" 25 E 14'-6" 31 14'-7" 25 E 14'-3' 31 16'-0" 25 15 77" 32 20'-7" 28 2D'-1" 34 H 22'-6" 29 22'-0' 35
.I B'6" 6' 12'-0" 26 C 11'-9" 31 G 12'B" 27 C 12'4" 32 G 13'-70' 28 E 13'-0" 32 H 17'-9" 30 E 17'4" 35 I 19'6" 31 E 19'-0" 35 8 cxEc�o GM
(n T-7" 9' 13'-9" 25 E 13'-B" 30 H 13'-9" 25 13'-6" 3 H 15'-1" 26 E 14'-8" 31 19'-4" 2B E 19'-0"6'-4" 334 H 21'-t16'-4" 232 E 20'-8"B 0 335 H I 9' SOLID COVERS ATTACHED
11-4" 27 11'_t" 31 G 12'-0" 27 E 11'-8" 31 G 13'-1" 28 12'-9" 32 H 16'-9" 31
13'-1" 26 13'-0" 30 H 13'-1" 26 12'-9" 30 14'-3" 26 14'-0 31 18'-4" 29 18'-0" 33 20'1" 30 19'-8" 34 H &FREESTANDING BEAM
� 6'-9" 10 10'-9" 27 E 1OW" 30 G 1114, 28 E 11'-T' 31 H 12'-4" 29 E 12'-1" 31 H W O- 31 E 15'-7" 34 H 17'-4" 32 E 17'-1" 35 I 10' �
12'-0" 26 12'-0" 31 12'6" 26 12'-2" 31 13'-B" 27 13'�3" 31 1T-T' 29 17'-2" 33 19'2" 30 18'-9" 34 SPANS, 10 PSF L,L,
a O 6-2 11 10'3" 28 E 10'-1" 31 H p'-10' 28 E 10'-7" 31 H 11'-10' 29 E 1"-v 7"F
H 32 E 4'-10' 33 H 16'-7" 33 E 16'-3" 34 11 C11t�0-130 MPH j
r 5,_8„ 12, 12'-9'-10" 228 E 1 1 9'-B., 331 H 12 O'0'31" 229 E 11._8"0'-1" 331 H 73'-111,-4" 230 E 12'-9"1'-1" �-{ 16'-9'4 7" 332 E 16'-6'4'-3" 333 18'''S'-10 333 E 18'-015,_7�� 334 12' V 1 1 17 F
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