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11-1210 (PAT)P.O. BOX•1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153. BUILDING PERMIT _— — - Date: 11/04/11 Application Number: ': I1_-00.001210- Owner: Property Address: 78895 ZENITH WY DICKERSON KEN APN: 609-560-029-29 -23773 - 78895 ZENITH WAY Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL (76'0)775-4000 Application valuation: 5706 Contractor: Applicant: Architect or Engineer: S A E BUILDERS 2052 DAPPODIL WAY (/v HEMET, CA 92545 NOY �1•L� 2011 (760)567-0709 Lic. No.: 625328 C LA QUINTA ;F t, SP . LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.- _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided .. !License Class: 13 License No.: 625328 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. -Date-/�- 7T//. ,Contractor: - _ 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 this permit is issued. My workers' compensation OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier ULLICO CASUALTY Policy Number UWHA48600015010 - following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to. _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subitprto the workers' compensation provisions of Section .License Law (Chapter 9 (commencing.with Section 7000) of Division 3 of the Business and Professions Code) or - 3700 of the Labor d , I s I-fo ith comply with those provisions. - that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a_civil penalty of not more than five hundred dollars ($500).: - Date: �.�' 7 : /% Applicant: - - (_) I, asownerof the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and ProfessionsCode: The WARNING: FAILURE TO SECU WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply town owner of property, who builds or improves thereon, SUBJECT AN EMPLOYER TO RIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the; DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is. sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. _ one year of completion, the owner -builder will have the burden of proving that he or she did not build or - - improve for the purpose of sale.). - APPLICANT, ACKNOWLEDGEMENT (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project -(Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, 1 _) I am exempt under Sec. BAP.C. for this reason the owner, and the applicant, each agrees to, and shall defend, indemnity and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. - Date: Owner: - 2.. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject CONSTRUCTION LENDING AGENCY - permit to cancellation. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the 1 certify that I have read this application and state that the above information is c rrect. I agree to comply with all work for which this permit is issued (Sec. 3097, Civ. C.)• city and county ordinances and state laws relating to buildin construction, ereby authorize representatives _ of this county toenterupon the above-mentioned prop or ins Y urposes. Lender's Name: - Oate://* / ��/ Signature (Applicant orAgentl Lender's Address:-'` - LQPERMIT -Application Number 11-00001210 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee 81.00 Plan Check Fee 52.65 Issue Date. Valuation 5706 Expiration Date. 5/02/12 Qty 'Unit Charge P.er Extension BASE FEE 45.00' , .4.00 .9.0000 THOU BLDG 2,001-25,000 36.00. ---- ---- Special Notes and Comments ALUMAWOOD LATTICE PATIO STRUCTURE PER APPROVED PLANS. 1512" IN FT X 28" LN FT TOTAL OF 429 SOUARE FEET. ,PER 2010 COnES APPROVED PER B.H. ----------------------------------=-------'------------------------- Other Fees . . . I. . . . BLDG STDS ADMIN (SB1473) --------- 1.00 Fee summary- Charged Paid Credited Due' -- - - - - - -- -- Permit Fee Total 81.00 00 .00 81.00 Plan Check Total 52.65 .00 .00 52.65 Other Fee Total 1.00• .00 .00 1.00 Grand Total. 134.65 .00 :00. 134.65 LQPERMIT Bin. # .:. .. .. . Crty of La Quinta Butldh?g 8r Safety Dtvfsi6n ' P.O. Box 1504, 78-495 Calle Tamptco • ta.Quinta, CA 92253 -:(760) 777-70 2- Building Pen~nit Application and Trac: ft Sheet Permit # A�'. Project Address: 98 2_,_—,v-1-6v 64_,14Y% ^1✓I ner's Name:.KL. A. P. Number. 5 0 •- O Z dress Fcdity, Legal Description: At-rnAtMwod-),0 (< - Contractor. Lp 5 �YL-F ST, Zip: Lw r,y v¢; . 9Z Telephone:' Address: 5 Z PMj * Descri tion: City, sT, Zip Telephone: V .2 /fX State Lic. #: ;�. 5 3 -)-! City Lic #; Arch., Efigr., Designer Address: City., ST, Zap: Telephone: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. F,: # Storrs: # Unit$: State Lia #: Name of Contact Person:jt Telephone # of Contact Person: D� �'(� 7— Q 6 Estima0od Value of Proje�-�-� , C1 O t 1 APPLICANT: DO-NOT WRITE BELOW THIS UNE # submittal Plan Sets Req'd Recd TRACKING PERMIT FEES Plan Check submitted Item Amount Structund calm Reviewed, ready for corrections Ptsn Check Deposit.'. Truss Cala. Called Contact Person Pis n Check Balance. Title 24 Calci. Plans plckcd uP Construction Flood plain plan. Pians resubmitted Mecbs ciieal Grading plan 2" Review, ready for corrections/issue - Elmtrical Sabeontactor List Called Contact Person pl,wnbing Groat Deed Plans plcked up ILL H.0_A_ Approval Plans resubmitted Grading IN ti0U8L:- ''•' Review, ready for eorreedons/issue D wdoper Impact Fee Planning Approval Called Contact Person A7.P.P. Pub. Wks. Appr Date of permit Issue - Schooi Fees Total Permit Fees California Board for Professional Engineers, Land Surveyors, and Geologists - Department of Consu... Page 1 of 1 nd Sunv)vrs, iC:. e. � .. 9� • BOARD FOR PROFESSIONAL ENGINEERS AND LANX SURVEYORS Licensee Name: PUTNAM CARL MATTHEW License Type: CIVIL ENGINEER License Number: 68139 License Status: CLEAR Definition Expiration Date: June 30, 2013 Address: 3441 IVYLINK PL City: LYNCHBURG State: VA Zip: 24503 County: OUT OF STATE Actions No Public Record Action(s) This information is updated Monday through Friday - Last updated: NOV-03-2011 Disclaimer All information provided by the Department of Consumer Affairs on this web page, and on its other web pages and internet sites, is made available to provide immediate access for the convenience of interested persons. While the Department believes the information to be reliable, human or mechanical error remains a possibility, as does delay in the posting or updating of information. Therefore, the Department makes no guarantee as to the accuracy, completeness, timeliness, currency, or correct sequencing of the information. Neither the Department, nor any of the sources of the information, shall be responsible for any errors or omissions, or for the use or results obtained from the use of this information. Other specific cautionary notices may be included on other web pages maintained by the Department. All access to and use of this web page and any other web page or internet site of the Department is governed by the Disclaimers and Conditions for Access and Use as set forth at California Department of Consumer Affairs' Disclaimer Information and Use Information,F http://www2.dca.ca.gov/pls/wllpub/WLLQRYNA$LCEV2.QueryView?P LICENSE NUMBER=681... 11/4/2011 • Carl Putnam P.E. 3441 Ivylink Place • Lynchburg, VA 24503 Carl Putnam, P.E. January 3, 2011 Heath Morgan Amerimax Building Products 28921 US Hwy 74 Romoland, CA 92585 Dear Heath: ICC Evaluation Service Report #1398 was approved under the 2006 IBC. I am currently working on approval of this report under the 2009 IBC. There are not significant differences between the two codes and it is acceptable to build these structures where the 2009 IBC is in place such as California under the 2010 CBC. Please contact me at (434) 384-2514 or at car 1putnan'.,( oomcast.net if you require further information. Sincerely, Carl Putnam, P.E. " . I JAN 0 11 r CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California Countyof /\ 1 Vers �'� r —r' , -F- personally appeared who proved to me on the basis of satisfactory evidence to be the person whose name 4up- subscribed to the within instrument and ' acknowledged to me that hem executed the same in his/herA 4eir authorized J, FREGOSO capacity(le4 and that by his/herf he4-signatu*R on the COMM. #1792937 D instrument the person(s)-, or the entity upon behalf of ' l NOTARY PUBLIC - CAL'FORNIAwhich the person( acted, executed the instrument. / RiVERSIDE COUNTY . My Comm. ExpiresMarch S, 2012 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true.and correct. WITNESSmy. a d and official seal. Signature �ol Notary Public . - Place Notary Seal Above • OPTIONAL Though the information, below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document D r Sf itle or Ty e of Documen Cern l .S / �uM�fti�a ! Number ages: Signer(s) Other Than Named Above: Capacity(46"laimed by Signer(,, S 6 ��✓/ Name: . Signer's Name: Signer's n Individual 0Individual , Corporate Officer — Title(s): O Corporate Officer — Title(s): ; _ O Partner — OtlLimited O General Cl Partner — O Limited O General O Attorney- in Fact C] Attorney in Fact Top of thumb here Top of thumb here r1 Trustee [1 Trustee Oardian r Conservator O Guardian or Conservator Other. O&M� 1/ Other: Signer Is Representing: Signer Is Representing:— • ®2007 NationalNotary Association 9350 De Soto Ave.. P.O. Box 2402 • Chatsworth. CA 91313.2402 • www.NationalNotary.orq; Item #5907 Reorder: Call Toll -Free 1.800-876-6827 ICC -ES Evaluation Report ESR -1398P Issued June 1, 2010 This report is subject to re-examination in one year. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Intemational Code Council® DIVISION: 10 --SPECIALTIES Section: 10530—Protective Covers REPORT HOLDER: AMERIMAX BUILDING PRODUCTS 5208 TENNYSON PARKWAY, SUITE 100 PLANO, TEXAS 75024 (972) 285-8811 www.amerimaxbo.com rwilson0amerimaxbp.com EVALUATION SUBJECT: AMERIMAX BUILDING PRODUCTS—FREESTANDING AND ATTACHED PATIO COVERS, CARPORTS AND COMMERCIAL STRUCTURES 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 International Building Code® (IBC) - 2006 International Residential Code® (IRC) Properties evaluated: • Structural 2.0 USES The Amerimax freestanding and attached patio covers comply with Appendix I of the IBC and Appendix H of the IRC. Freestanding and attached carports and commercial structures are used ' as covers where permitted by the applicable chapters of the IBC. 3.0 DESCRIPTION 3.1 General: The freestanding and attached patio covers, carports and commercial structures must be constructed according to the plans accompanying this report and as indicated in this report. The walls must be unenclosed on three sides for attached patio covers, and on four sides for freestanding patio covers, carports and commercial structures. 3.2 Materials: 3.2.1 Aluminum: The aluminum members are roll - formed and extruded shapes of various alloys and tempers, complying with Chapter 20 of the IBC and as specified in the plans accompanying this report. 3.2.2 Steel: The steel members are formed from various grades of galvanized steel complying with ASTM A . 653 and having a minimum galvanized coating designation as specified in the plans accompanying this report. 3.2.3 Foam Plastic Core Sandwich Panels: Sandwich, panels used with the Amerimax products to form. patio covers must be recognized in a current ICC -ES evaluation-, report. Installation of sandwich panels 'must `be In ; accordance with the sandwich panel evaluation report. 4.0 DESIGN AND INSTALLATION The design and installation of the patio covers, carports and commercial structures described in this report must be ' in accordance with this report and the plans accompanying this report and dated June 1, 2010, as referenced in Table 1 of this report. 5.0 CONDITIONS OF USE The Amerimax Building Products Patio Covers, Carports and Commercial Structures described in this report comply with, or are suitable alternatives. to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Construction of the patio covers, carports and commercial structures must comply with this report* and the plans, accompanying this, report, dated June 1, 2010. Where there is a conflict between this report and the plans, this report governs. ; 5.2 Patio covers are limited to use as structures. regulated under Appendix I of the IBC or Appendix H of the IRC. t 5.3 Carports and commercial structures are limited to use as structures regulated by the applicable chapters of the IBC. 5.4 Any unit built in an area with a ground snow load. greater than 30 psf in Seismic Design Categories A, B, C, D, D0, D1, D2, E, or F, and not complying' with Exception 1 of IBC Section 1613.1, is outside the scope of this report. 5.5 Patio covers, carports and commercial structures. installed in geographical areas cited in Section.. 6.5.7.1 of ASCE 7-05 are outside the scope of this report. 5.6 Effects of sliding snow described in Section 7.9 of ' ASCE 7-05 are outside the scope of this report. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement ofthe subject ofthe report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc, express or implied as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 2009 Pege 1 of 2 ESR4398 I Most Widely Accepted and Trusted Page 2 of 2 5.7 The minimum live load for patio covers must be 10 Data in accordance with the ICC -ES Acceptance Criteria psf (47.88 Pa). The minimum live load for carports for Patio Covers (AC340), dated March 2007. or commercial structures must be 20 psf (95.76 Pa). 7.0 IDENTIFICATION 5.8 For attached patio cover structures, the mean roof Each structure bears a permanent decal or identifying tag height of the structure to which the patio cover is stating allowable roof live/snow load, design wind speed attached must not exceed 30 feet (9.1 m). and exposure, name of manufacturer, and the ICC -ES evaluation report number (ESR -1398). 6.0 EVIDENCE SUBMITTED TABLE 1—PLANS FOR AMERIMAX BUILDING PRODUCTS PATIO COVERS, CARPORTS, AND COMMERCIAL STRUCTURE ENGINEERING DRAWING PAGES SECTION DESCRIPTION GN01-2006.DWG GN02-2006. DWG SC01-2006.DWG 4 General Notes and Structural Configurations SCO2-2006. DWG Lattice Cover Components and Connection Details 1 Lattice 1.0 Rafter Spans for Commercial and Patio Structures 4 LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURS IN 90 MPH WIND AREAS 4 LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS LT01. DWG LT02.DWG. LT03. DWG 3 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES Solid Cover Components and Connection Details 2 SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 10 SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS 10 SOLID COVER 6.0 POST SPACINGS FOR LTTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS NP01. DWG NP02.DWG MP03.DWG 4 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS MP04.DWG CD01-2006. DWG CD02-2006. DWG CD03-2006. DWG CD04-2006.DWG CD05-2006.DWG 9 COMPONENT PARTS AND CONNECTION DETAILS CD06-2006.DWG CD07-2006.DWG CD08-2006. DWG CD09-2006. DWG Miscellaneous M1-2006.DWG 1 Miscellaneous Details M2-2006.DWG . 1 Fan Beam Details M3 1 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES M4 1 7.0 FOOTING AND SLAB ATTACHMENT TABLES M5 1 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CNOCRETE SLABS OR FOOTINGS M6 1 7.0 LOADS ON EXISTING BUILDING M7 1 DESIGN PROPERTIES OF ALUMINUM AND STEEL BEAMS, HEADERS, AND SOLID . . PANELS MINIME mullilili "Amerimax Building Products Patio Cover, Carport.and: Commercial Structure Engineerin.- , ., . . ... :..PAGES RAW NG DRAWING , . DESCRIPTION .,.. _. = = . 2PAGES : GN01 2006. ,,:GENERAL GN02-2006 2 PAGES SC01-2006 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2006 , -SAL-UMAWOOD,STRUCTURAL-CONFIGURATIONS P PAGE �LATTICEI O RAFTER SPANS FOR COMMERCIALAND PATIO STRUCTURES . . Ea 130..- ". 4L PAGES LATTICE=2.O POST SPACINGS-FOR=LATTl - E -PATIO AND�CCOMMERCIAL:STRUCTURES;IN 90,MPH-WIND AREAS ' 4 PAGES LATTICE 3:0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH. WIND AREAS June 24, 2010 �3-RAGE'S LT01=2006- COMPONENT -PARTS -AND CONNECTION,DETA1LS FOR LATTICE STRUCTURES LT02-2006 LT03-2006 2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS 10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 4 PAGES NP01-2006 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS NP02-2006 NP03-2006 NP04-2006 9 PAGES CD01-2006 COMPONENT PARTS AND CONNECTION DETAILS CD02-2006 CD03-2006 CD04-2006 CD05-2006 CD06-2006 CD07-2006 :.. .. CD06-2006 CD09-2006 June 1, 2010 6 PAGES M1-2006 MISCELLANEOUS DETAILS.' M2-2006 MISCELLANEOUS DETAILS, i= M3=2006- -7 0"POST--AND--FASTENER P, OUIREMENTS FOR -ALL STRUC.T-_URES� M4-2006 7.0 FOOTING AND.SLAB ATTACHMENT TABLES M5-2006 -7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS . M6-2006 7.0 FORCES ON EXISTING STRUCTURES - ' M7-2006 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS y.. ,- -41, GENERAL NOTES: • c" n 1 •. r. 1. DESIGNED IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE. -. ,'. CTH N F R ': IS ENTIRE ENGINEERING NOT REQUIREQEO.R MOST BUILDING.PERMITS ;.SUBMISSIO 0 _ p --ABUILDING '- ..: .: ". .r n '.. ... .: .. n. .' ..,.n / r .-. ... PERMIT MUST INCLODE: i w.�- ... .:T aur..;. . 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2000 EDITION OF. ALUMINUM "ASSOCIATION'S a. GENERAL NOTES (2 PAGES) "SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. i -• " b. STRUCTURAL CONFIGURATIONS (1 OR 2 PAGES) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER, " 3. DESIGN LOADINGS: STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) . GROUND SNOW LOAD : DESIGN LOAD d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR, LIVE/SNOW AND WIND LOA D 1 O,PSF1.O PSFLIVE L OADANLYI . e. ALL APPROPRIATE DETAILS . 20 PSF 20 PSF' LIVE, tOAD-ONLY f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 25 PSF 21 PSF DESIGN ROOF SNOW LOAD 30 PSF 25.2 PSF DESIGN ROOF SNOW LOAD 40 PSF'33.6 PSF DESIGN ROOF SNOW LOAD 60 PSF 50.4 PSF DESIGN ROOF SNOW LOAD FOR 0.25/12"> SLOPE < 1/12 WIND SPEEDS IN THE 2006 IBC ARE "3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "3 SECOND GUST WIND SPEEDS". FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7-05 SECTION 6.5.7 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. �Ei'EXPOSURE'B:-URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE-FAMILY DWELLINGS OR LARGER. EXPOSURE B SHALL BE ASSUMED UNLESS THE SITE MEETS THE DEFINITION OF ANOTHER TYPE EXPOSURE. EXPOSURE C: OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE UNDULATIONS OR OTHER IRREGULARITIES, HAVING HEIGHTS GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDING MORE THAN 1,500 FEET (457.2 M) FROM THE BUILDING SITE IN ANY QUADRANT THIS EXPOSURE SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN EXPOSURE B TYPE TERRAIN WHERE THE BUILDING IS DIRECTLY ADJACENT TO OPEN AREAS OF EXPOSURE C TYPE TERRAIN IN ANY QUADRANT FOR A DISTANCE OF MORE THAN 600 FEET (182.9 M). THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, GRASSLANDS AND SHORELINES r IN HURRICANE -PRONE REGIONS. SEISMIC LOADING ... " MAXIMUM Ss = 150% SHOWN IN 2006 IBC FIGURE 1613.5(1) I Ss > 150% ARE NOT REQUIRED AS PER ASCE7-05 12.8.1:3 S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D . _ -BASIC SEISMIC. FORCE RESISTNG SYSTEM POSTS EMBEDDED INTO FOOTINGS = INVERTED PENDULUM» R = 2.0, . POSTS SURFACE MOUNTED = GENERIC SYSTEM » R=1.2'; _ 15. .. ' ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE - POP -THESE ROOFS ARE NOT.SUBJECT"TO MAINTENANCE WORKERS AND HAVE.NOT BEEN EVALUATED FORA CONCENTRATED 300 LBF LOAD. i �, 139 ,Ame1-�x • 5208 TENNYSON PARKWAY . SUITE 100 . _.. Ptarlo, rExAs 75o24 : THE BASIS OF THE DESIGN FORCES"ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED" t " IN IBC SECTION 1605.3.2 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING . "" I�` 's� CMP WIND OR SEISMIC FORCES: cpt+'?, Sczr.- DRAWING June 4,2010 .. -NONE °REARTGENERAL NOTES ICC ESR 1398 6/112010. Page 2 of 59 G SHEET ' ENGINEERS STAMPNI�MBT GN01-2006 1 OF -2 ' GENERAL NOTES: 18. WHERE ALUMINUM ALLOY PARTS ARE-IN CONTACT WITH DISSIMILAR METALS (OTHER THAN (CONTINUED FROM SHEET NO. 1) .•STAINLESS, ALUMINIZED OR GALVANIZED ST ABSORBENT BUILDING MATERIALS, LIKELY EEL) OR TO BE CONTINUOUSLY. OR INTERMITTENTLY WET,,THE FAYING SURFACES SHALL PE PAINTED OR 5: CONCRETE MIX: Fc=2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL'.PART.I-A . SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2.2 OF THE 2006 IBC. PATIO STRUCTURES MAY SECTION 6.6.1 BE ATTACHED TO CONCRETE SLAB WITHOUT- FOOTINGS WHEN THE POST LOAD 1S 750# OR LESS. CONCRETE SHALL'BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6" OF POSTS. 19.. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT SLAB. EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 800 LBS FOR 90MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE FOUNDATION PRESSURE IS ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBI.FD SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY PER IBC SECTION 1804.3.1. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING. AUTHORITY OR ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION.' ADDITIONAL ENGINEERING. SEE DETAIL L13, L14, N12, N13, AL OR AM. CONSTRUCTION OUTSIDE UNITS IN SNOW/LIVE LOAD AREA OF 25 PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING., W/O ADDITIONAL ENGINEERING. MINIMUM FOOTING DEPTH IS THE LOCAL FROST DEPTH. 20. All structures must comply with one of the following: 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED AS COVERS FOR PARKING OF a. All structures with a roof snow load of 30 psf or less may be built In Seismic Design MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR Category (SDC) A-F up to the maximum Ss noted in General Note #3. SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1 do not require additional seismic analysis. 8.:FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. c. Structures riot complying with (a) or (b) require additional engineering selsmic analysis. 9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G45 OR A153 B-3, PAINTED ASTM A755 . 21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS OR USE AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2. REPORT. 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 3004H2x 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL ALUMINUM MAY BE SUBSTITUTED FOR 3004H3x. SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE GENERAL NOTES FOR LATTICE STRUCTURES: CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2006 AND LT01-2006 THRU LT03-2006.) GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE 1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR LIVE AND SNOW LOADS. ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. • 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. .3. SINGLE SPAN LATTICE STRUCTURES THAT USE DETAILS L13, L14 OR L25 MUST COMPLY WITH 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN TABLE L1 AND L2 ON SHEET M5. . . . THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS O, U, AND X) MAY BE LOCATED ANYWHERE: 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC ESR 1730, 1976 , 2196 OR EQUIVALENT. PUJ .. " 15. ATTACHED STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL e 3 ENGINEERING ANALYIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. i • jWr iil'�� 5208 TENNYSON� PARKWAY 16. ALUMINUM SOLID ROOF PANELS ARE CLASS B FIRE RATED AS INDICATED BY THE EXCEPTION `- BUILDING PRODUCTS. INC." SUITE too PLANO, TEXAS 75024 IN IBC SECTION 1505.3. r;w DFAWN BY: Gdc CMP .17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. June 24. 20 10 DRAWING OR PART GENERAL NOTES ICC ESR 1398 6/1/2010 Pageof 59 NONE NAME .3 ENGINEERS STAMP UTIT NUM9 GN02-2006 SHEET 2 OF 2 3'X8' ALUM HEADER; 3'X8' STEEL C p'PQ/F MAX. RAFTER SPAN DOUBLE ALUM HEADER �Ip�, (CLEAR SPAN) MULTISPAN FREESTANDING TNW! E DOUBLE STEEL C BEAM LATTICE STRUCTURE 0 OR MORE SPANS •x6.625 3'xB'; OR 3x3' ALUM r RAFTERS MAX LATTICE 361 MAX 24' MAX FOR R30 PSF SNOW . RAFTER MAXIMUM sF�-°�� LOAD OR -HIGHER OVERHANG IS 25X OF " �,, , CLEARSPAN LATTICE OVERHANG cS 24' MAX MAX FOR 30 �� PSF SNOW LOAD OR P'syNr POST W. HIGHER OF CLEAR SPAN 3'x 8'x 12 or 16 GA ,p�, h,/O n1 STEEL 'C' BEAM �' P' c� . W FOR BEAM WRAP DETAIL.I;�` QpS� EO��v C/FgRSCy� DETAIL 118'.��o�� s�` �AC(4f 4� SINGLE SPAN ATTACHED 3.5' CONCRETE SLAB REO'D W/ CONSTRAINED FOOTINGS � _�/ PATIO COVERS DO NOT c,G�' REDUIRE FOOTINGS SEE SCHEDULE FOR SIZE�� ^W 3,5' CONCRETE SLAB I a' I DETAIL L29 ONLY �y •d•" REO'D W/ CONSTRAINED ld I FOOTINGS . Po.,.__ a w 2 1 E E 00 c 4IL'_ YII - L 2'x6.625', 3'xB' OR 3'x3' ALUM RAFTERS LATTICE: — SEE DETAIL L3 PROVIDE 1 1/2y DRAIN 3.5' CONCRETE SLAB REO'D 3.5' CONCRETE SLAB REO'D •d W/ CONSTRAINED FOOTINGS W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR -- f00TING SIZE 'd MULTISPAN UNITS REFER TO GENERAL =1 SPM ATrAMM CWLMM NOTE 22. TW TW .TW jam- TW., - TW - - TW — ❑'HANG ---i ,OVERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE: ICC ESR 1398 6/1/2010 TRIBUTARY WIDTH (TW) DIAGRAM TW Page 5 of 59 ENGINEERS STAMP � yc67 PLACE 3/8' 0X 9' SEE SCHEDULE FOR SIZE DETAIL L29 ONLY OBULDNG 5208 TENNYSON PARKWAY, el�rma�: PRODUCTS. LNG... P�NO 00 1 TEXAS 75024 `CMP NONE OR PART ALUMAWOOD STRUCTURAL NAME CONFIGURATIONS A_ ND SH NUMB SCO2-2006 2 OF 2 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024"x2"x6.625" Rafter (Muldspan) 0.032"4"4.625" Rafter (Multispan) 0.040"xZW.625" Rafter (Multispan) 0.042"x3"x8" Rafter (Multispan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exposure C Exp B in 110 90 110 120 10 24" 7'4" 7'-4" 6'-4" 5'-0" LIVE 20" 8'-4" 8'-4" 7'-3" 6'-4" 12'-2" 16" 9'-8" 9-8" 8•_5" 7•-4" 14'-0" 12" 11'-8" 111-8" 10'-0" 8'-10" 20 24" 4'-4" 4'-4" 4'-4" 4'-4" LIVE 20" 5'-0" 5'-0" 5'-0" 5'-0" T-7" 16" 5'-11" 5'-11" 5'-11" V-11" 8'-11" 12.. 7'-4" 7.4.. T-4" T-4" 25 24" 4'-1" 4'-1" 4'-1" 4'-1" 6'-5" 20" 4'-9" 4'-9" 4'-9" 4'-9" 7'-4" 16" 5'-8" 5'-8" 5'-8" 5'-8" 8'-8" 12" 7'-1" 7'-1" T-1" T-1" 30 24" 3'-6" 3'-6" 3'-6" 3'-6" 5'-7" 20" 4'-1" 4'-1" 4'-1" 4'-1" 6'-5" 16" 4'-11" 4'-11" 4'-11" 4'-11" 7'-7" 12" 6'-2" 6'-2" 6'-2" 6'-2" 40 24" 2'-9" 2'-9" 2'-9" 2'4" 4'-5" 20" 3'-3" 3'-3" T-3" 3'-3" S-2" 16" T-11" T-11" T-11" T-11" 6'-1" 12" 4'-11" 4'-11" 4'-11" 4'-11" 60 24" V-11" V-11" V-11" 1'-11" 3'-1" 20" 2'-3" T-3" 2'-3" 2'-3" 3'-8" 16" 2'-9" 2'-9" 2'-9" 2'-9" 4'-5" 12" 3'-6" 3'-6"3-6" 12" 3'-6" (ABLE 1.1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B I • Exposure C 90 110 90 110 in 110 1 .90 110 120 10 24" 10'-10" 10'-10" 10'-7" 9'-6" LIVE 20" 12'-2" 12'-2" 11'-9" 10'-7" 10•_7" 16" 14'-0" 14'-0" 13'-2" 11'-11" 12•-6" 12" 16'-6" 16'-6" 15•_3" 13•_10• 20 24" 6'-8" 6'-8" 6'-8" 6'-8" LIVE 20" 7'-7" T-7" T-7" 7'-7" T-8" 16" 8'-11" 8'-11" 8'-11" 8'-11" 10•_2" 12" 10•_10" 10•_10" 10•_10'• 10•_10• 25 24" 6'-5" 6'-5" 6'-5" 6'-5" 5'-10" 20" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 16" 8'-8" 8'-8" 8'-8" 8'-8" 9'-9" 12" 10'-6" 10'-6" 10'-6" 10'-6"- 30 24" 5'-7" 5'-7" 5'-7" 5'-7" 4'-11" 20" 6'-5" 6'-5" 6'-5" 6'-5" 6'-1" 16" 7'-7" 7'-7" 7'-7" 7'-7" 8'-1" 12" 9'-3" 9'-3" 9'-3" 9'-3" 40 24" 4'-5" 4'-5" 4'-5" 4'-5" 3'-8" 20" 5'-2" S-2" 5'-2" 5'-2" 4'-7" 16" 6'-1" 6'-1" 6'-1" 6'-1" 6'-1" 12" 1 7'-7" 1 7'-7" 7'-7" 1 7'-7" 60 24" 3'-1" 3'-1" T-1" T-1" 2'-5" 20" 3'-8" 3'-8" 3'-8" 3'-8" 3'-1" 16" 4'-5" 4'-5" 4'-5" 4'-5" 1 4'-1" 12" 5'-7" 5'-7" 1 5'-7" 5'-7" SINGLE SPAN TABLES I eSpan) 32=x2=x6625'=Rafter Sin leS an.--, Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C s in 90 110 90 110 10 24" 10•_2" 8'-2" 8'-7" 6'-4" LIVE 20" 11'-5" 9'-3" 9'-8" 7'-3" 16'-0" 16" 12•_9" 10•_7" 11•_1" 8'-5" 18'-3" 12" 14•_8" 12•-6" 13•_1" 10'_0" 20 24" 5'-2" 5'-2" 5'-2" 5'-2" LIVE 20" 6'-2" 6'-2" 6'-2" 6'-2" 10'-4" 16" 7'-8" T-8" T-8" T-8" 12'-0" 12" 10•_2" 10•_2" 10'-2" 10'-0" 25 24" 4'-11" 4'-11" 4'-11" 4'-11" 8'-10" 20" V-10" 5'-10" V-10" 5'-10" 10'-0" 16" 7'-0" 7'-4" 7'-4" 7'-4" 11•_7" 12" 9'-9" 9'-9" 9'-9" 9'-9" 30 24" 4'-1" 4'-1" 4'-1" 4'-1" 7'-9" 20" 4'-11" 4'-11" 4'-11" 4'-11" 8'-10" 16" 6'-1" 6'-1" 6'-1" 6'-1" 10'-3" 12" 8'-1" 8'-1" 8'-1" 8'-1" 40. 24" 3'-1" 3'-1" 3'-1" 3'-1" 6'-3" 20" 3'-8" 3'-8" 3'-8" 3'-0" T-2" 16" 4'-7" 4'-7" 4-7" 4'-7" 8'-5" 17' 6'-1" 6'-1" 6'-1" 6'-1" 60 24" 2•-0" 2'-0" 2'-0" 2'-0" 4'-0" 20" 2'-5" 2'-5" 2'-5" 2'-5" 5'-3" 16" T-1" 3'-1" T-1" 3'-1" 6'-3" 12" 4'-1" 1 4'-1" 4'-1" 4'-1" I AbLt l.b ICC ESR 1398 6/1/2010 I ACLt 1.1 �Grounii- Rafter Wind'Speed`and'Exposure Snow Load Spacing Exposure B Exposure C s in 90 110 90 110 102' 'CINE r24;w" �20";; x;14' 1 :-Y13!-0- 10 13'-6" 10'-7" 14'-4" 14'-3" 13-5 "14'=4•- 4•_10" 1V-9" 16'-0" 16" 17'_2'• 16'-0" 16•_8" 13'_2'• 18'-3" 12" 19'-8" 18'-0" 19•_2" 15'-3" 20 24" 8'-10" 8'-10" 8'-10" 8'-10" LIVE 20" 10'-6" 10'-6" 10'-0" 10'-6" 10'-4" 16" 12•_3" 12•_3" 12•_3" 12'-3" 12'-0" 12" 14•_1'• 14•_1'• 14•_1" 14'_1•• 25 24" 8'-5" 8'-5" 8'-5" 8'-5" 8'-10" 20" 10•_1" 10•_1'• 10•_1" 10•_1'• 10'-0" 16" 12•_0" 12'-0" 12'-0" 12•_0" 11•_7" 12" 13•_8•• 13•_9" 13•_8•• 13•-9" 30 24" T-0" 7'4" T-0" T-0" 7'-9" 20" 8'-5" 8'-5" 8'-5" 8'-5" 8'-10" 16" 10'-6" 10'-0" 10'-0" 10'-6" 10'-3" 12" 1 12•_7 12•_7" 12•_7" 12•_7• 40 24" 5'-3" V-3" 5'-3" 5'-3'.' 6'-3" 20" 6'-4" 6-4" 6.-4" 6'-4" T-2" 16" 7'-10" T-10" 7'-10" T-10" 8'-5" 12" 10'-6" 10'-6" 10'-0" 10'-0" 60 24" T-6" 3'-6" 3'-6" 3'-6" 4'-0" 20" 4'-2" 4'-2" 4'-2" 4'-2" 5'-3" 16" 5'-3" 5'-3" 5'-3" 5'-3" 6'-3" 12" 1 7'-0" 1 7'-0" 1 T-0" T-0" IG7711i11A Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exposure C 1 s in 110 90' 110 120' 10 24" 14'-4" 14'-4" 14'-3" 12'-11" LIVE 20" 16'-0" 16'-0" 15'-8" 14'-2" 20'_5" 16" 18•_3" 18'-3" 17•_5" 15•_10" 22'-3" 12" 21'-5" 21'-5" 19'-10" 18'-2" 20 24" 9'-2" 9'-2" 9'-2" 9'-2" LIVE 20" 10'-4" 10'-4" 10'-4" 10'-4" 15'-0" 16" 12•_0" 12'-0" 12'-0" 12•-0" 17'-10" 12" W-4" 14'-4" 14'-4" 14'-4" 25 24" 8'-10" 8'-10" 8'-10" 8'-10" 13•_7• 20" 10'-0" 10'-0" 10'-0" 10'-0" 15•_2" 16" 11•_7'• 11•_7" 11'-7" 11•_7•• 17•_5• 12" 13•_11" 13•_11. 13'-11".13'-11"1 10•_7• 30 24" 7'-9" 7'-9" 7'-9" 7'-9" 12'-5" 20" 8'-10" 8'-10" 8'-10" 8'-10" 13'-10" 16" 10'-3" 10'-3" 10'-3" 10'-3" 15•_11. 12" 12'_5" 12'_5" 12•_5" 12•_5" 40 24" 6'-3" 6'-3" 6'-3" 6'-3" 9'-6" 20" T-2" T-2" T-2" T-2" 111_101• 16" 8'-5" 8'-5" 8'-5" 8'-5" 13'-10"113'-10-11 12" 10'-3" 10'-3" 10'-3" 1 10'-3" 60 24" 4' 6" 4'-0" 4' 6" 4'-6" 6'4" 20" 5'-3" 5'-3" 5'-3" 5'-3" T-11" 16" 6'-3" 6'-3" 6'-3" 6'-3" 10•_7 12" 7'-9" 7'-9" 7'-9" 7'-9" I At$Lt 1.3 0.040"x2"x6.625" Rafter (Single Span) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C s in 90 110 90 110 10 24" 17•_10" 17•_2" 17•_9'• 14'-3" LIVE 20" 19'-1" 18'-9" 19'-1" 15'-6" 13'-5" 16" 20•_6" 20'_5" 20'-6" 17•_5" 16•_1" 12" 22_7• 22'-3" 22'_7" 19•_10" 20 24" 12•_9'• 12•_9" 12•_9" 12' -9 - LIVE 20" 13•_11. 13'_11'• 13•_11" 13•_11 8'-3" 16" 15•-6" 15'-0" 15•-6" 15'-6" 10•_2'• 12" 'IT -10" 17'-10" 17'-10" 17•_10" 25 24" 12•_5' 12'_5" 12•_5" 12'_5• 7'-3" 20" 13•_7" 13•_7• 13•_7• 13•_7" 8'-0" 16" 15•_2" 15•_2" 15•_2" 15•_2" 9'-10" 12" 17•_5" 17•_5• 17•_5• 17•_5" .30 24" 10•_7• 10•_7" 10•_7" 10•_7" 6'-4" 20" 12•_5" 12'-5" 12•_5" 12•_5" 6'-11" 16" 13'-10" 13'-10" 13'-10" 13'-10" 8'-7" 12" 15•_11' 15•_11. 15•_11'• 15•_11" 40 24" T-11" T-11" 7'-11" T-11" V-0" 20.. 9'-6" 9'-6" 9.-6" 9.-6" 5'-6" 16" 11•_10•• 111_101• 111_101• 11•_10•• 6'-11" 12" 13'-10" 13'-10"113'-10-11 16" '-1 60 24" 5'-4' 5'4" 5'-4" V-4- T-6" 20" 6'-4" 6'4" 6'-4" 6'-4" T-10" 16" 1 T-11" T-11" T-11" I T-11" 5'-0" 12" 10'-7" 10•_7 10•_7" 10•_7" I ACLL 1.0 Page 6 of 59 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp B Exposure C s in 110 90 110 120 10 36" 12•_5" 12•_5" 12•_5" 11•_5" LIVE 32" 13'-5" 13'-5" 13'-5" 12'-2" 8'-8" 24" 16•_1" 16•_1" 15•_9" 14•_3" 13'-1" 16' 20•_5" 20•_5" 1g'-2" 17'-5" 20 36" 7._7" T -T' 7._7.. 7._7,. LIVE 32" 8'-3" 8'-3" 8'-3" 8'-3" T-7" 24" 10•_2" 10•_2'• 10•_2" 10'-2" 12'-1" 16" 13'-5" 13'-5" 13'-5" 13'-5" 25 36" T-3" 7'-3" 7'-3" T-3" 10'-4" 32" 8'-0" 8'-0" 8'-0" 8'-0" 4'-11" 24" 9'-10" 9'-10" 9'-10" W-10" 8'-2" 16" 13•_0" 13'-0" 13•-0" 13•_0" 30 36" 6'-4" 6'-4" 6'-4" 6'-4" 8•_8" 32"6'-11" 8'-8" 6'-11" 6'-11" 6'-11" 11'-6" 24" 8'-7" 8'-7" 8'-7" 8'-7" 15•_7• 16" 11'-6" 11'-0" 11'-0" 11'_6'• 40 36" 5'-0" V-0" 5'-0" 5'-0" .6.-6" 32" 5'-0" 5'-6" 5'-6" 5'-6" 8'-8" 24" 6'-11" 6'-11" 6'-11" 6'-11" 12.11 16" 9'-5" 9'-5" 9'-5" 1 9'-5" 60 36" 3'-0" T-6" 3'-6" T-6" 32" T-10" T-10" T-10" V-10" 5'-9" 24" 5'-0" 5'-0" 5'-0" 5'-0" 8'-8" 16" 6'-11" V-11" 6'-11" 6'-11" nd9"x V" A" a.r♦or M-1. T'AW Rafter 6" o/c (Multispan or Single) Ground _ Rafter Wind Speed and Exposure Snow Load Gauge Exposure C � " ' s in 90 110 120 130 10 0.024" 12•_7" 12'-0" 11•_3" 10•-4" LIVE 0.040" 16'-6" 15'-4" 14'-5" 13'-8" 20 - . 0.024" 8'-8" 8'-8" 8'-8" 8'-8" LIVE 0.040" 13'-1" 13'-1" 13'-1" 13'-1" 25 0.024" 8'-5" 8'-5" 8'S" 8'-5" LIVE 0.040" 12'-10" 12'-10" 12'-10" 12'-10" 30 0.024" T-7" T-7" T-7" T-7" 0.040" 12'-1" 12'-1" 12'-1" 12'-1" 40 •0.024" 6'-5" 6'-5" 6'-5" 6'-5" 0.040" 10'-4" 10'-4" 10'-4" 10'-4" 60 0.024" 4'-11" 4'-11" 4'-11" 4'-11" 0.040" 8'-2" 8'-2" 8'-2" 8'-2" IAtiLt 1.0 Amedmax Building Products 5208 Tennyson Parkway Plano, Texas 76024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24603 c_a rlputnam(rDcomcast n et TABLE 1.4 EARSP_AN RAFTERS-OIC-SPF T _ACING`MAY_BE-DOUBLED-IHE Exposure RAFTERS -ARE DOUBLED UP TO 48"-01C- s� sure C Ground Rafter Wind Speed and Ex Snow Load Spacing Exposure B Expo s in 90 110 90 110 10 36" 16'-6" 15'-5" 16'-0" 12'-8" LIVE 32" 17'-5" 16'-5" 17'-1" 13'-6" 24" 20•_0" 19•_1•• 19'-9" 15•_9" 16" 24-2" 23'_2" 24'_0" 19'-2" 20 36" 9'-8" T-8" 9'-8" 9'-8" LIVE 32" 10'-10" 10'-10" 10'-10" 10'-10" 24" 14'-4" 14'-4" 14'-4" 14'-4" 16" 17'-5" 17•_5' 17•_5• 17•_5• 25 36" 9'-3" 9'-3" 9'-3" 9'-3" 32" 10'-4" 10'-4" 10'-4" 10'-4" 24" 13'-9" 13'-9" 13'-9" 13'-9" 16" 17•_0" IT -W 17'-0" 17•_0" 30 36" 7'-8" 7'-8" T-8" 7'-8" 32" 8'-8" 8•_8" 8'-8" 8'-8" 24" 11'-6" 11'-6" 1 V-6" IV -6" 16" 15•_7• 15•_7• 15•_7" 15'-7" 40 36" 5'-9" 5'-9" 5'-9" 5'-9" 32" 6.-6" .6.-6" 6* -6" 6.-6" 24" 8'-8" 8'-8" 8'-8"8'-8" 16" 12•_11. 12.11 12•_11 12•_11 60 36" T-10" T-10" T-10" 3'-10" 32"4-4"4.-4" 4'-4" 4'-4" 24" 5'-9" 5'-9" 5'-9" 5'-9" 16" 8'-8" 8'-8" 8'-8" 8'-8" I AULt 1.8 7. i LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90,MPH WIND AREAE N 0.042"x3'1,8" Box Beam Detail L1 Double 0.042"x3'1,8 Detail L12 Double 0.0409CY1,6.626' Detail L12 0.042"xT W- Box Beam Detail L1 Double 0.042'W"AB" Detail 1-12 Double 0.049701,6.625" Detail L12 ' TABLE 2.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or y TABLE 2,1 - Attached Freestanding or Attached Freestanding or : -Attached Freestanding or Structure` MUIB n Units SWdure Multis n Units SWdure Multis an Units Stntdlire'' Multis n Units SWdure ' Multis n Units : SWtxLlre Multis an Units ,' . - "" GROUND . TRIB. -MAX POST ,MAX _MAX POST LENGTH .. MAX MAX POST LENGTH MAX - MAX POST LENGTH GROUND !TRIB MAX .POST .. MAX �^L MAX POST LENGTH MAX MAX POST LENGTH MAX. MAX POST LENGTH F h, 1tti" SHOW. WIDTH .POST REO'D POST MIN FOOTER 8- 70' - 12' POST MIN FOOTER 8" - 10' 12' POST MIN FOOTER 8' .' X10' 12' ;SNOW. WIDTH POST REO' POST "8' 10' 17 POST MIN, FOOTER r 8', X10' A2'.. POST MIN FOOTER 8'' - -; 10' . 17 t =r ", 1 "1i ct 4 I. I I I I I I., I> I I I I L 11' ...1 " LOAD (FT) • SPACING FOR SPACIN POST 'SIZE CONSTRAINED FOOTE SPACIN POST ; SIZE CONSTRAINED FOOTE SPACING PO SIZE CONSTRAINED FOOTE ,:LOAD (FT) ; SPACING FOR 6PACIN PCONSTRAINED FOOTER SPACIN POST "SIZE CONSTRAINED FOOTE SPACING OS SIZE . CONSTRAINED FOOTE •.; .,1i - _ .. • (PSF) ON SLAG :SLAB . (FT) TYPE "d" "d' 'T 'd' (FT) TYPE -Cr -d-.. 'd'; . "d". - (FT) TYPE 'd' .:'d" "d" '"d" (PSF) ON SLAB SLAB (FT):. T'd" ' "d" . ; "d" (FT) . TYPE 'd' - 'd' "d" "d (FT) . P 'd"• . "d•. "d, "d• ", ,.+. . FT 11In In in in (n (n In In b in - In FT (n In (n in - in N) I T-) '' (n N N In 90 MPH EXPOSURE C -' - - 90 MPH EXPOSURE B - -± .211 3 . 11'-10" A 8'-10" A 17 24 . 26 - 27 14'-10". B 21- 27 29 30 13'-4' 8 20 . 25 27 28 60 3 - 4'-1" . A. 4'S" 8 12 19 21 22 W -W - C 16 22 24 25 8'-0' - C 15 : 21 . 22 .24 , k - LIVE 3.5 10-7 A T-11' A 1B 24 25 27 IT -8" B 21 27 28 30 173' B 20 25 27 28 3.5 . '8'-8" A 7-19" 8 12 18 20 21 , T-11' C' . 16 22 23 , 24 , T4' C 16 21 22 23 - 4 8'-11" A T3" . A 18 23 25 26 174" C . 22 26 28 29 .11'5" B .21 25 28 28 4 T-O"A 3'4" 8 12 16 20. 21 T-7 C " 16 21. ' 23 24 6-0•C 16 20 22 23 } _ .4.5, T -1Y A 6'4" A' 18 23 24 26 11'-10" C 22 '26 27 29 104 4 " . C ,21 24 26 27 .' 4.5 , 7• A 7-11" B 12 - 16 19 21 6'-7" D 18 21, . 22 24 6'3" . C 16, 20- 21 23 - - _ • 5 : 7'-1" - A 8'-2" A 18 - 22. 24 - 25 11'-1" C 22 25 • 27 28 1V-1" C 21 24 25 27 - 5 75" A 7.8" B 12 18 19 20 6'-7- 0 16 21 ' 22 23 5'-10" D 16 20 21 22 5.5 64' A 5'-V A 18 22 24 25 101-6" C 22 25 27 28 . 914" C 22 24 25 27 5.5 7-2' A 75" B 12 18 19 20 51-W 0 16 20 22 - 23 51S' D is • 18 21 22 6 V-11" A 64" A 19 22 23 25 9'-11" C 23 25 28-- 28 9'-1' C 22 23 25 26 6 7-0" A 7-2" B 12 18 19 20 14" D 16 20 - 21 23 5'-1" 10 16 19 21 22 - 6.5 5'S" A 5'4' A: 19 22 23 24 - BS' C 23 25 26 - 28 814" C 22 23 25 .28 '6.5 1'-101 A 7-0" B 12 18 19 21 5'-0" • D 17 20 21 22 4'-10' - D . 16 19 20 22 ' 7 5'-1"' A 4'4" A 19 21 23 24 9'-0' C 23 24 26 27 8'3' C 23 23 25 26 7 1' 9" A 1'-11" B 12 18 20 21 4'4T D 17 20 21 22 4'-7" D , 16 ' 19 20 21 7.5 4'-9" A 4'4" A Is- 21 23 24 8'-7' C 23 24 26 27 T-11" C 23 23 24 26 7.5 V-7" A 1--9- B 12 18 20 21 4'4r' 0 11 18 21 22 4'4" D - 17 19 20 21 a- 4'S" A 4'-1" A 18 21 22 24- 813" C 24 _ 24 25 27 T-7' C 23 23 24 25 8 1'4' A 1'4" 8 12 19 20 21 4'3' D 17 - 19 21 22 4'-2' D 17 19 20 21 8.5 4'-Y A 3'-10' A 19 21 22 23 T-11" C 24 24 25 27 T4' C 23 23 24 25 8.5 1'S' A 1'-T B 12 19 20 21 4'-0' D 17 19 20 22 4'4' D 17 19 20 21 - .. 9 3'-11" A 3'-T' A 19 21 22 24 T4" C 24 24 25 26 7'-1' C 23 23 24 25 90 MPH EXPOSURE C - 9.5 3'-9" A 315" A 19 21 22 24 T4' C 24 24 25 26 6'-10" C 23 23 24 25 10 3'4" A 3'-3' A 19 21 23 24 1-1" C 24 24 25 26 6'-7" C .24 24 24 25 11 3'-2' A 7.11' A 19 1 22 1 23 1 24 64' C 24 24 24 26 613" C 24 24 24 25 90 MPH EXPOSURE B 25 3 9'-T' A 814" A 15 22 24 25 14'4' C 18' 25 26 28 1Y -W C 18 23 25 26 13' 3.5 8'-2" A 14" A 18 22 "23 24 13'4"' C 19 24 26 27 11'-11' C 18 23 24 26. 8' 8.5' 9' 4 T-2" A T-0" A 18 21 23 24 174' C 19 24 25 27 11'-1". C 18 22 24 25 V 4.5 14" A - 8'S" B 16 21 22 23 1114" C 19 24 25 26 .10'5' C 19 22 24 25 - 5 5'-0" A 6-11" B 16 21 22 23 10-9" C 20 23 25 26 9'-10" C 19 22 23 25 23 24 25 7'1" . C. 23 23 24 25 Cotcmia10.062"EXtftidedla.-s 6.5 5'-2" A V.6" B 16 20 22 23 10'-2" C 20 23 24 26 9'3" -C 19 22 23 24 6 4'-9" A 5'-7' B 16 20 21 23 914" C 20 23 24 25 8'-10" C 19 21 23 24 - 6.5 4'S' A 4'-0" B 16 20 21 22 9'-2" C 20 22 24 25 8'S' 'C 20 . 2123 22 24 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 7 4'-i" A 4'S" B 16 19 21 22 8'-9" C 20 22 24 25 8'-0' C 20 21 22 23 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 7.5 X-10" - A 4'1" B 16 19 21 22 8'4' C 21 22 23 -25 7'4' C 20 21 22 23 8 X -T' A Y-11" B 16 19 20 22 8'-0" C 21 22 23 24 TS' C 20 21 22 23 8.5 3'4' A X-81 B 15 19 20 21 T4' C 21 22 23 24 T-2' C 20 20 22 23 9 3'-7' A 3'-5" B 16 19 20 22 7'S" C 21 21 23 24 6'-11" C 20 20 22 23 9.5 T -V` A Y-3" B 1 16 19 21 22 T-1" C 21 21 23 24 6'4" C 21 21 1 22 1 23 60 3 4'-1' - A 4'-5" 8 14 21 23 24 81-9' C 17 24 28 27 8'-0" C 17 23 24 28 13' 3.5 _ T -T A 3'-10' B 14 21 22 ' :23 T-11" C '18 24 25 27 7'4" C 17 .22 24, 25 8' 8.5' 9' 4 3'-0" A 74" B 14 20 22 23 7'-2" C 18 23 25 28 6'-9' C 17 22 24 25 V 4.5 7-8" A 7-11" B 14 20 21 22 B'-7" D 18 23 24 26 6'3" C 18 22 23 ' 25 8'47' 5 75" - A ' 2'4" B 14 19 21 22 V-2" D 16 22 24 25 6-10" D 18 21 23 24 23 24 25 7'1" . C. 23 23 24 25 Cotcmia10.062"EXtftidedla.-s 5.5 7-2" A 7-5" B 14 19 21 22 5'-9" . D 18 22 24 25 6S' 0 18 21 23 24 8 7-0" A 7.7' B 14 19 .21 22 514" 0 19 22 23 25 T-1" ' 0 18 21 22 24 6.5 1'-10"' A 7-0" B 14 20 21 '22 51-0" D 19 22 23 24 4'-10" D 18 21 22 24 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 7 V-9- A T-11" I B 1 14 20 21 23 4'-9" D 19 21 23 1 24 4'4" D 18 1 21 22 23 9.5' 10' 10.5' 11' 10' 10.5' 11' 11.5' 17 11' 11.5' 17 12.5' 11.5' 12' 12.5' 13' 90 MPH EXPOSURE C ROVER'1°' 8' 8.5' 9' 9.51 10' 19,5' 11' 11.5' 17 12.5' 13' 13.5' TABCE2,2ARIBU.TAR'Y,W1-&H3'FOR SINGLE'SPANATTACH_EDSTRU( iRANG' - 14.4" C 20 27 29 30 13'-0' C 20 25 27 28 PROJECTION OF SINGLE SPAN STUCTURES F F 8' 9' 10' 11' 17 13' 14' 15' - 98"x.' .1T- •A 18' O - 4- 4.5' S' 5.5' 6' 6.5' T 7.5' 8' 8.51 9 1' 4.5' 5- 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 7 5' 5.5' 6' 6.5' 7' 7.5' S' 8.5' .`9' 9.6 10 'T'r3' 5.5 8' 6.5' 1' 7.5' S' 8.5' 9' 9:5 1 ""110.5' D V 6.5' T 7.5' 8' 8.5' V 9.5' f0 10.51`•'117' 8' 9.5' 10' 10.5' 11' 10' 10.5' 11' 11.5' 17 11' 11.5' 17 12.5' 11.5' 12' 12.5' 13' 90 MPH EXPOSURE C 5' 6.5' 7' 7.& 8' 8.5' 9' 9.51 10' 19,5' 11' 11.5' 17 12.5' 13' 13.5' E 25 3 9'-T- A 8'4" A 17 24 26 27 14.4" C 20 27 29 30 13'-0' C 20 25 27 28 t 3.5 &.2" A T4" A 17 24 25 26 13.4" C 21 26 28 30 11'-11, C 20 25 26 28 - TABLE 2.3 Post Requirements TABLE 2.4 Post Requirements for 4 T-7' A T-0" A 18 23 25 26 174" C 21 26 28 29 it' -1" C 21 24 26 27 for Attached Structures - Freestandin Structures _ 4.5 6'4" A 6'S' B 18 23 24 26 11'4" C 22 26 27 29 105" C 21 24 28 27 Post Description Max POST Post Description Maximum Max POST 5 5'-9" A 5'-11" B 16 22 24 25 10'-9" C 22 25 27 28 9'-10' C 21 24 25 27 H - FootingHei ht i� i 5.5 5'-2" A 5.4" a 18 22 24 25 10'-7' C 22 25 27 - 28 9.3" C 22 24 25 26 Twin 0.062"x1.5"x1.5" Scroll 9' A 0.041"x3'1,3" Steel Clover d = 23" 12' D 6 4--l' A 5'-2" B 18 22 23 25 9.4" " C 23 25 28 28 8'-10" C 22 23 25 26 0.042"xT`x8" Aluminum Post 11' B 0.041"x3'1,3•' Steel Clover -d= 23" 8' E 6.5 4'5' A 4'1" a 18 21 23 24 V-2" C 23 24 26 27 8.5' C 22 23 25 26 0.024"Post with Sideplates 12' B 3/16"x3"4" Steel Square d = 32" 15' F JU 7 4--1" A 41" B 18 21 23 24 8'47' C 8'-0" C 22 23 24 26 - Clover 0.030"x3"x3" Alum 23 24 26fl26 11' B - 3/16"x4"x4" Steel $ uare d = 38" 18' G 7.5 V-10' A 4'-2" B - 18 21 22 24 B'4" C 23 24 26 T4" C 22 23 24 26 Clover 0.040"x3"x3" Alum 12' B 5/16"xN x4" Steel Square d = 42" 18' H 8 T -T' A T-11" B 18 21 22 23 8'-0" C 23 24 25 7'1" . C. 23 23 24 25 Cotcmia10.062"EXtftidedla.-s C..._. 12.- -C- _ 8.5 - 3'4" A T -V 0 18 21 22 23 T4" C -Steel .23 . 24 25 7'-2'x - C .23 23 24 25 0'0'41 X3'Sl3"'St88PCIGVer a2'' slikDi2.- 9 3'-7' A 3'-5" B 18 21 22 24 TS" - C 24 24 256'-11' C 23 23 24 25 0.041"xTIAW Steel Clover 6' E - - - 9.5 3'-0' A 3'3' B 18 21 22 - 24 7'-1" ' C 24 24 25 6'4". - C, 23 23 24 2s. ' 3/16x3'1,3" Steel S uare - 16 F10 2'-10' •A 3W B 18 21 23 24 6'-10' D 24 24 25 e'5" C 23 23 23 25 3/16'X4"x4" $reel $ Uare 18' G GENERAL INSTRUCTIONS FOR THESE TABLES 5/16'x4'1,4" Steel Square 1 18 1H + 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN ' 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products - 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 5208 Tennyson Parkway (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 76,024 . USE 20PSF MIN) -10. USE THE APPROPRIATE -DETAILS 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.8 THAT HAS 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5 Carl Putnam, P. E. ADEQUATE CLEARSPAN FOR YOUR NEEDS.. - ',FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN ; 3441 Ivylink Place 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR SLAB 7 DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 ; . Lynchburg, VA 24603 CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carloutnam0comeast.nel 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE SLAB 9. FOLLOW 9-11 FROM ABOVE ' POST SPACING. SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES '7. USE THE APPROPRIATE FOOTER SIZE SHOWN. ICC ESR 1398 6/1/2010 Page 8 of 59 " LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREA: ROUND TRIO 'MAX POST MAX MAX POST LENDTH MAX S1�NOW'' YVIDTH �'POSTy' REOD POST_ MIN` FOS '8'k I 17 ' 18' POST LOAD IFT} SPACINO- FOR. SPACIN POST 4NZE4. CONSTRAINEDFOOTS SPAW tPSF)- 1--r ONSLAB_ ,SLAB, +(F.T)- -TYPE- d "d I "d I "d IFT) In In In in 90 MPH EXPOSURE 8 " Steel C BnFreestamdng l L18 DoublE Attached ng orStructure B 22 nits 31 A LENGTH 'MAX B IN FOOTER I 18' , POST 8 SIZE D FOOTS SPACIN PE 'd. ' 'din 30'-0' C In 28 31 28 254" 10 3 275' A 30'-0" B 22 28 31 A 2T-10" B 21 27 30 33 LIVE 3.5 191-5 A 30'-0' C 23 28 31 28 254" 8 21 27 30 MAX POST LENGTH 28 4 17141" A 30'-0" C 24 28 31 FOOTER 9 I 12' .' 18' 2T -v C 22 26 29 18 23 4.5 15'-1" A W -4r C 25 28 31 SPACIN 21'5" C 22 28 29 . CONSTRAINED FOOTS SCONSTRAINED 5 13'-7' A 301-0" C 28 28 31 ON SLAG 20'-" C 22 25 28 TYPE "d 6.5 174' A 29-9' 0 26 28 31 25 19<T C 23 25 28 in In In in A 6 114" A 29-11" D 27 28 31 16 /T-1/" C 23 25 28 25 28 6.5 193 A 29-Y 0 27 27 30 C 1TL". C 23 24 27 D 22 7 95" A 27'-1" D 28 28 30 28 19-7 C 23 24 27 35 26 7.5 9-1" A 29-0' 0 28 28 30 4'4' 1513 C 23 24 27 28 31 8 818" A 25'-1' 0 28 28 30 26 14'-0" C 24 24 26 O 27 8.5 9-0' A 24'-2' D 28 28 29 D 14'-1" C 24 24 20 C 18 9 71S' A 233 0 29 29 29 35 13'-T C 24 24 28 31 151-5" C 6.5 "'A -22`41 a' 0- ��29- w 29; 29 27 13'-1' C 24 24 26 23 27 `'ri a 9' ' 28 22';bt �D=. T29_ C 29 0 17-T C 24 24 25 7 T-5' A '9-Y -A= .420-.'.,1 �D,�. ,�29,�, 7. �. � 28 C 11'•7" C 24 24 25 E 29 12 5'S" A 195' D 30 30 30 31 10'-7' C 24 24 25 15'-' D 13 5'-2- A 18'-W D 30 30 30 23 9'•10' C 24 24 24 31 x8" Steel C Detail 1-8 12 Ga 3'X8" Steel C Beam Detail L18 16 Ga 3'X8" Stoat C Beam Detail L78 Double 12 Ga 3'X8" Steel C Detail 1.8 tied Freestanding or 22 TABLE 2.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or 71ue Multls an Units A 25'-Y Structure Mul span Units - Stricture Multispan Units Structure Multis an Units 33 MAX POST LENGTH GROUND TRIO MAX POST MAX 30'4' MAX POST LENGTH MAX 28 31 MAX POST LENGTH MAXIMINER 30'-0" C MAX POST LENGTH 28 ))TER B' ,' 12' J 18' 6Now WIDTH POST REO POST MIN FOOTER 9 I 12' .' 18' POST MIN.. FOOTER 8' I 17 118' POST 18 23 9 I 17 I 18' - 30 SIZE CONSTRAINED FOOTE - LOAD (FT) I SPACING FOR SPACIN POS SRE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SCONSTRAINED 4 9-0" FOOTE 27-T 0 'd "d (PSF) 29 ON SLAG SLAB (FT) 7Y 'd 'd 'd "d (FT) TYPE "d 'd 'd 'd (FT) 28 "d"d" 'd'In 34 30'1' b n in 25 28 FT 28'5" C 4.5 in In In in A 21'-1" In In) in in 26 29 In N In C 16 23 25 90 MPH EXPOSURE B 25 28 31 35 C 30'-0' C 26 28 31 C '- 30'-0' B 22 28 31 B 30 3 8'!Y A 25'-Y 0 20 27 30 33 15'-11' C . 17 24 27 30 30'4' 0 22 28 31 35 28 30'-0" C 23 28 31 25 30 3.5 6'-10" A 23'-11' 0 21 26 29 33 14'4' C 18 23 28 30 30'-W 0 23 28 31 35 29 30'-0" C. 24 28 31 31 34 4 9-0" A 27-T 0 22 28 29 33 13'4" C 16 23 - 26 ' 29 30'-0" E 24 28 31 35 34 30'1' C 25 28 31 28'5" C 4.5 54" A 21'-1" 0 22 26 29 32 11'-10' C 16 23 25 29 301-0' E 25 28 31 35 C 30'-0' C 26 28 31 C 28 5 4'-10" A 19.9' D 22 25 28 32 101-8' C 18 22 25 28 SOW E 26 28 31 35 26 30'-0' D 26 28 31 31 31 5.5 4'4' A 18'-7" D 23 25 28 31 9$ C 18 22 24 28 30'-0" E 26 28 31 35 32 30'.0" O 27 28 31 A 25'4" 6 4'-0" A 1T -T D 23 25 27 31 8'-11' C 18 21 24 27 30'-0' E 27 28 31 35 24'-10" 30'-0" D 28 28 31 151-5" C 6.5 3'-8" A 16'5' D 23 24 27 31 8'-" C 18 21 23 27 30'-0" E 28 28 31 35 C 39.0" 0 29 29 31 D 34 7 T-5' A 15'-11" D 23 24 27 30 TS' C 18 21 23 21 30'-0" E 29 29 31 35 35 30'-0' D 29 29 31 T-6" A 7.5 T -Y A 15'-' D 23 24 27 30 7'-Y C 18 20 23 26 29$ E 29 29 31 35 A 30'-0" D 30 30 31 30 13'-1" 8 3'-V A 14'-T E 24 24 26 30 95" C 18 20 22 26 28'•10" E 30 30 31 34 17.7' 30'-0" D 30 30 31 30'-0' D 8.5 2'-t0" A 14'-1" E 24 24 26 30 94" C 18 20 22 26 29-" F 30 30 30 34 E 30'-0" O 31 31 31 12 5'8" 9 75' A 13'-0' E 24 24 26 29 9-0" C 16 20 22 26 27'-9' F 30 30 30 34 5'-Y 30'1' D 32 32 32 35 29 9.5 73 A 13'4" E 24 24 26 29 5'S" C 18 19 22 25 2T-' F 31 31 31 34 A 90 MPH EXPOSURE C 30'-0" D 32 32 32 C 17 20 23 27 6 31-0" A 14' -Sr E 21 24 26 30 95' C 17 20 23 30'-0" E 33 33 33 S.S. 30'-0' E 34 34 34 23 26 30 61-" C 17 20 22 26 y a 7 7-7" A 13'-' E 22 23 ZB 28 5'-10" 30'-0" E 35 35 35 �! 7.5 75" A 175" E 22 23 28 29 6'S" C 17 19 22 25 1 t. 10 3 22'$' A 30'-0" B 25 31 34 34 271-6' B 20 30 34 31 30'-0' B 25 31 34 DMIQ LIVE 3.5 195" A 30'-0" C 28 31 34 34 254" B 25 30 33 31 30'-0" C 28 31 34 35 4 17'-0" A 30'-0" C 27 31 34 34 234' C 25 29 32 30 30'-0" C 27 31 34 35 4.5 15'-1" A 295" C 28 31 34 33 21'-8" C 25 29 32 30 30'-0' C 28 31 34 35 5 13'-T A 28'5" C 29 30 34 33 20'-3" C 26 28 31 29 30'-0" C 29 31 34 35 ' 5.5 174" A 275' C 29 30 34 32 19'-0" C 28 28 31 29 30'-0' O 30 31 34 35 6 114' A 26'-0" C 30 30 33 32 1T-1 /' C 26 27 31 28 SOW' D 31 31 34 35 6.5 193" A 26-W 0 31 31 33 32 17'-0" C 27 27 30 28 30'-0" D 32 32 34 35 7 9'S" A 25'4" D 31 31 33 31 19-Y C 27 27 30 28 30'-0" D 33 33 34 35 7.5 9-1' A 24'-10" D 32 32 33 31 151-5" C 27 27 30 27 39-0' O 34 34 34 35 8 8'S" A 24'-' D 32 32 33 31 14'-9' C 27 27 29 27 30'4" D 34 34 34 35 8.5 8'-0' A 23'•9' O 32 32 32 31 14'-1" C 27 27 29 27 39-0' D 35 35 35 35 9 T-6" A 23'4" D 33 33 33 30 13'-7' C 27 27 29 27 30'-0" D 30 36 36 35 90 MPH EXPOSURE B 9.5 T -Y A 275' D 33 33 33 30 13'-1" C 28 28 28 26 30'-0" D 36 36 36 35 20 10 61-9 A 27-0" O 33 33 33 30 17.7' C 28 28 28 26 30'-0' D 37 37 37 35 28 11 6'-Y A 295' 0 34 34 34 30 11'-7" C 28 28 28 26 30'-0" E 38 38 38 35 10'-1" 12 5'8" A 195' O 34 34 34 20 10'-7' C 28 28 28 25 30'-0' E 39 39 39 34 17 73 5'-Y A 1O_. O 35 35 35 29 9'•10' C 28 28 28 28 30'-0" E 40 40 40 34 20 3 11'-10" A 29-11" D 21 28 31 34 18'5' C 18 25 28 31 30'-0" 0 22 28 31 35 LIVE 3.5 19-Y A 2T5' D 22 27 30 34 18'5' C 19 24 27 31 30'-0" D 23 28 31 35 4 8'-11" A 25'5" D 23 27 30 34 15'-' C 19 24 27 30 301-0" O 24 28 31 35 4.5 T-11" A 24'-1' D 23 20 29 33 14'-0" C 19 23 26 30 30'-0' D 25 28 31 35 5 T-1' A 27-7' D 23 28 29 33 13'-0' C 19 23 26 29 30'-0" D 28 28 31 35 ' 5.5 95' A 21'4' D 24 26 29 32 12'-1' C 19 23 25 29 30'-0" D 28 28 31 35 6 F-11" A 20'.Y D 24 25 28 32 11'-1" C 20 22 25 28 30'-0" E 27 28 31 35 6.5. 5'5" A 19.3' D 24 25 28 32 10'-' C 20 22 24 28 30'-0' E 29 28 31 35 7 5'-1' A 18'4' D 24 25 28 31 93 C 20 21 24 28 30'-0" E 29 29 31 35 7.5 4'S" - A 1r -T D 24 25 27 31 8'-11' C 20 21 24 27 30'-0' E 29 29 31 35 8 4'5' A 19-11' D 25 25 27 31 84' C 20 21 23 27 30'-0' E 30 30 31 35 8.5 4'-Y A 19-" 0 25 25 27 31 T-10" C 20 21 23 27 30'-0" E' 30 30 31 35 9 3'-11' A 15'3' D 25 25 27 30 7'S' C 20 20 23 27 30'-0" E 31 31 31 35 90 MPH EXPOSURE B 0.5 3'S" A 15'-1" D 25 25 27 30 T-1" C 2)- 20 23 26 30'-0" E 32 32 32 35 20 10 3'S" A 14'-T 0 25 ` •. 25 26 30 95' C -2) 20 22 26 SOW E 32 32 32 ` 35 28 11 3'•7 A 13'5" 0 29 28 26 30 9-1" C 20 20 22 26 29.9' E 33 33 33 35 10'-1" 12 7-11' A 17-11' 0 28 26 26 20 5'-7' C 20 20 22 25 29.11' F 34 34 34 34 17 13 ' 7-W A 17-' D 26 26 28 29 5'-Y . C 20 20 22 28 28'-2" F 34 34 30 34 30 3 8'-0" A 25'•7' D 23 30 33 37 15'-11' C 20 27 30 34 30'-0' D 25 31 34 38 3.5 6'-10" A 23'-11' D 24 Z9 33 37 14'4' C 20 28 29 33 30'-0' D 28 3/ 34 38 4 9-0' A 27-T D 25 29 32 38 13'-0' C 21 25 28 32 30'-0" E 27 31 34 38 4.5 5'4' A 21'•1" D 25 28 32 38 11'-10' C 21 25 28 32 39-0" E 28 31 34 38 5 4'-10" A 191-T D 20 28 31 35 19.8" C 21 24 27 31 30'-0" E 29 31 34 38 ' 5.5 4'4" A 18'-7" D 26 28 31 35 9'S" C 21 24 27 31 30'-0" E 30 31 34 38 6 4'-0' A 1T-7" 0 26 27 30 34 81•11" C 21 23 26 30 - 30'-0" E 31 31 34 38 6.5 7-8" A 18'-9' D 26 27 30 34 8'-3" C 21 23 28 30 39-0' E 32 32 34 38 7 3'1" A 15'-11" O 27 27 30 34 TS' C 21 23 20 30 30'-0" E 33 33 34 38 7.5 Y -Y A 15'-" D 277 25 28 33 T-7' C 21 22 25 29 295" E 33 33 34 38 8 T-0" A 14'-7" E 27 27 29 33 e'-9" C 21 22 25 29 28'•10' E 34 34 34 38 8.5 TAW A 14'•1" E 27 27 28 33 6'4" C 21 22 25 29 28'-" F 34 34 34 38 9 75' A 13'5" E 27 27 29 33 8'-0" C 21 22 24 28 27'-9" F 35 35 35 38 90 MPH EXPOSURE B 9.5 75' A 13'-0" E 1 28 28 28 32 5'4" 1 C 1 21 1 21 24 28 2T-3" F 35 35 1 35 38 40 3 6'-1' A 22'-9' D 23 29 32 36 13'-11" C 19 26 29 32 W -W E 25 31 34 38 3.5 5'-2* A 20'-9' D 23 28 31 38 111-6' C 19 25 28 32 30'-0' E 26 31 34 38 4 4'S' A 19-1" 0 23 28 31 35 19-1' C 19 24 27 31 30'-0' E 27 31 34 38 4.5 W -Ir A 171-9' 0 24 27 30 34 91-0" C 19 24 26 30 30'-0' E 28 31 34 38 5 3'-7' A 16'-7" O 24 27 30 34 e'-1" C 19 23 26 30 30'-0" E 29 31 34 38 5.5 9-' A 15'4" D 24 27 30 34 7'-5" C 19 23 25 29 295" E 30 31 34 38 6 T-0' A 14'-V E 25 26 29 33 6'-9' C 19 22 25 29 28'-1" E 31 31 34 38 6.5 75' A 13'-11' E 25 26 29 33 8'-. C 19 22 25 29 29-1' F 31 31 34 38 7 7-7" A 13'-3' E 25 26 29 33 5'-10" C 19 22 24 28 271-1 F 32 32 34 36 7.5 7S' A 12'5" E 25 25 28 32 5'S" C 19 21 24 28 295' F 32 32 33 38 8 7-" A 17-7 E 25 25 28 32 51•1' C 19 21 24 28 28'-T G 33 33 33 37 8.5 7-1" A 11'5" E 26 28 28 32 4'-10" C 19 21 23 28 25'5' G 33 33 33 37 BEXP 7-0' A 11' -YE 28 28 28 32 4'3 C 19 20 23 27 25'-Y G 34 34 34 37 90 MPH EXPOSURE B 40 3 9-1" A 275' D 20 26 29 33 13'-11' C 16 23 28 29 3.6 5'-21 A 20'•9' D 20 26 28 32 11'5' C 17 22 25 29 4 4'S' A 19-1' D 20 25 26 32 10'-1" C 17 22 24 26 4.5 _. - 4'-0" A 17'-9' O 21 25 27 31. 913 C 17 21 24 27(,�[f) - CA - 5 - 3'-7" A 19-7' D - 21 24 27 31 9.1' C 17 21 23 27 PU 5.5 31-" A 15'-7 0 21 24 77 30 7'5' C 17 20 23 27 6 31-0" A 14' -Sr E 21 24 26 30 95' C 17 20 23 28 y�r S.S. 75' A 13'-11" E , 22 23 26 30 61-" C 17 20 22 26 y a 7 7-7" A 13'-' E 22 23 ZB 28 5'-10" C -. 17 18 22 26 �! 7.5 75" A 175" E 22 23 28 29 6'S" C 17 19 22 25 1 t. 87-3 A '17- Y E 22 23 25 29 5'-1" C 17 19 21 25 8.5 7-1' A 11'8' E 22 22 25 29 4'-10' C 17 19 21 25 0 7-0" A 11'-2' E 22 22 25 28 4'8' C 17 19 21 25 ICC ESR 1398 6/1/2010 Page 9 of 59