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10-0834 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253. Application Number: 10-00000834 Property Address: 60196 DESERT SHADOWS DR APN: 764-270-999-7 -300232- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 5081 Applicant: C&Cl 4J_z__ T4ht 4 44ur«rw Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty'of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Bus'sionalLis Code, and my License is in full force and effect. License Class: ,B cens 8 . Date: �^ 1 Cori a r: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 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).: (_) I, as owner of 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 Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( I I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Owner: MCMANUS DICK 60196 DESERT LA QUINTA, CA ( Contractor: S A E BUILDER 2052 DAFFODIL WAY HEMET, CA 92545 (760)567-0709 Lic. No.: 625328 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 9/02/10 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 insurance carrier and policy number are: Carrier ULLICO CASUALTY Policy Number UWHA48600015010 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if 1 should b the wor ' ompensation provisions of Section 3700 of the Labor shall forth 1 0 ply wi ose rove Date6/jo Appli WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director.of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify 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. 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 permit to cancellation. I certify that I have read this application and state that thea ormation is co t. I agree to comply with all city and county ordinances and state laws relating to construction, and hereby uthorize representatives of this county to enter upon the above-mentioned p y for ins e Date•. —� � Signature (Applicant or Agent Application Number . . . . 10-00000834 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . 81.00 Plan Check Fee 52.65 Issue Date . . . . Valuation . . . . 5081 Expiration Date 3/01/11 Qty Unit Charge Per Extension BASE FEE 45.00 4.00 9.0000 THOU BLDG 2,001-25,000 36.00 ---------------------------------------------------------------------------- Special Notes and Comments LATTICE PATIO COVER.14 X 2713" PER APPROVED PLANS 2006 IBC; 2007 CBC. ---------------------------------------------------------------------------- Other Fees . . . . . 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 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of rr O � _Zg2 before me, _�% - Oa - -L-LI Tie I the Officer r— t i) personally appeared f T Namo(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person f�4,whose name,*,�isiace subscribed to the within instrument and acknowledged to me that hef`!i� executed the same in his/herA4a r authorized %rj" wS ? t iJS capacity(k)0, and that by his/hei*he4signatur@� on the instrument the person(* or the entity upon behalf of fiICTAF cr't;c;i!(: CAi)F:iPMA. n iv the `< !y' aRsf r Oi NITY ; which t e person(<q acted, executed the instrument. ;. _ 'bv Cor,•. r �,;•: :'R�r:h S, 2012 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my a d and official seal. Signature Place Notary Seal.Above a re of Notary Public 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 / itl/eo/r�Tye�of Document I% __ On L��,p �i �l )Q� 5� _ �t�M�r1fyDa C(ry' r f J 2� (2110 Number Pages: Signer(s) Other Than Named Above: Capacity(aes).Claaiimed by Signer(,, Signer's Name: J —� ko- _ Signer's Name: Individual ❑ Individual Corporate Officer — Title(s): O Corporate Officer — Title(s): Partner — ❑ Limited General D Partner — C Limited C General Attorney in Fact r-.1 Attorney in Fact • -, Top of 'thumb here Top of thumb here Trustee ;.J Trustee ardian�°r Conservator LJ Guardian or Conservator Other: 0 Other: Signer Is Representing: Signer Is Representing: ©2007 National Notary Association • 9350 De Soto Ave.. P.O. Box 2402 -Chatsworth, CA 91313-2402- www.NationalNotary.org Item #5907 Reorder: Call Toll -Free 1-800-876-6827 SAE Builders 2052 Daffodil Way Hemet,'CA 92545 July 29, 2010 Phone 951 658-5807 Cell 760 567.0709 Fax 951 652-3508 Building and Safety Department Dear Sir: fo® 0 HamillSAE BUILDERS Subject: Authorization letter to apply for and sign building permits. The following Individuals are authorized to apply for building permits under our contractor license. Scott Egbert (Owner) Shawn O'brien Jamie Egbert Lauren Egbert Frank Lourenco William Rohal Price Wasserburger CSLB #625328. Sincerely, 8►n # City of La Quinta Building 8i' Safety Division Box 1504, 78-495 Carie Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #P.O. Project Address: l s -• �� 4/ �� ,FAddl�5 e: iC GYY1 A. P. Number: 76 _ o E 2iLegal Description: S%q t C(/L S : T AA �Jj Lr a 5 (� d� Contractor: S �. ..ir.:;. ••n a .;; . Telephone: _ Project Description: Address: City, ST, Zip: �- Telephone: 74 - 5r6 7—D7o9 State Lic. # City Lia C G Arch., Engr., Designer. Address: City, ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Project type (circle one): Add'n Alter Repair Demo Name of Contact Person: S • G/L Sq. Ft.: 2 # Stories: #Units: Telephone # of Contact Person: — Estimated Value of Project: 4 tX�' APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMTT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Celts. Called Contact Person Plan Check Balance • Title 24 Cala. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person 'Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''d Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees S j4APOW5 16.10\ 46.43' I I I, I I I I I - I I I I I I I � I - I I � I I I I EXISTING DRIVEWAY I I I I I I I I . I I I I I I I I I I I I I I I EXISTING SINGLE FAN/LY DWELLING °` rn ti EXISTING COVERED AREA \ e .....yam ..... Z:t ..... ..... ...... .. .^... ...... ...... ..^ /19.001, PROPOSED COVER 2'.7 50" 46' 55.00' 0 N = n N D M o m M ASSESSOR PARCEL NUMBER: 764-360-007 HOUSING TRACT NUMBER: 30023-2 LOT NUMBER: 7 SCOPE OF WORK: PROPOSED //'- 14' X 27 3" ALLIMA WOOD LATTICE COVER COVER TOP FOLLOW CONTOUR OFCONCRETE 3" POST WITH 2" X 61/2" POST WRAPS, 3" X F' HEADER, 2" X 61/2" RAFTERS @ 24" 0. C., AND 2" LATTICE SPACED 4" 0. C. *LATTICE MAY BE SPACED @ 3" 0. C. GENERAL CONTRACTOR 2052 Daffodil Way Hemet, Ca 92545 760 567-0709 or 951 658-5807 fax 951 652-3508 lic. # 625328 . Dick McManus 60196 Desert Shadows Dr. La Quinta, CA 92253 Z S � ASSESSOR PARCEL NUMBER., 764-360-007 P005ING TRACT NUMBER: 30023-2 LOT NUMBER: 7 273" 0 T cn Z ica n cn rn N n oCD M � n M m M N rr•IA 0 T cn Z ica n cn rn N n oCD M � n M m M N s�f��iGl�Ll���s GENERAL CONTRACTOR 2052 Daffodil Way Hemet, Ca 92545 760 567-0709 or 951 658-5807 fax 951 652-3508 lic. # 625328 Dick McManus 60196 Desert Shadows Dr. La Quinta, CA 92253 DIVISION: 06 WOOD and PLASTICS SECTION: 06120 STRUCTURAL PLASTICS REPORT HOLDER: AMERIMAX BUILDING PRODUCTS 5208 TENNYSON PARKWAY SUITE 100 PLANO, TX 75024 ATTN: RON WILSON www.amerimaxbp.com EVALUATION SUBJECT: LATTICE AND SOLID PATIO COVER; CARPORTS AND COMMERCIAL STRUCTURES 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: • 2006 International Building Code® (IBC) • 2007 California Building Code® (CBC) Property Evaluated: Structural 2.0 USES The components described herein provide a non - enclosed cover for residential as well as commercial applications. Patio covers are intended . to be non -habitable structures conforming to Appendix I of the International Building Code. 3.0 DESCRIPTION 3.1 Lattice Cover Components and Connection Details: Lattice cover components and connection details are described in GN01, GN02, SC03, SC04, Lattice 1.0 Rafter Spans for Commercial and Patio Structures, Lattice Cover 2.0 Post Spacings for Patio and Commercial Covers for 90 EVALUATION REPORT Report Number: 0113 Issued: 05/2010 Expires: 05/2011 mph Wind Areas, Lattice Cover 3.0 Post Spacings for Patio and Commercial Covers for High Wind Areas, LTO 1, LT02, LT03, M1, M3 AND M4. The lattice beams consist of box and channel sections fabricated from 3004H36 and ASTM A653 Grade 50 steel. The post bases'and bracket connections consist of sections fabricated from 6063T6 aluminum. Posts are box sections fabricated from 3004H36, 3105H26 and 6063T6 aluminum and ASTM A653 Grade 40 and ASTM A500 Grade steel. Span tables are provided to facilitate compliance with building codes for various live, snow and wind loads. 3.2 Solid Cover Components and Connection Details: Solid cover components and connection details are 'described in GN01, GN02,, SC011 SCO2, SC03, SC04, Solid Cover 4.0 Panel Spans for Commercial and Patio Structures, Solid Cover 5.0 Post Spacings for Patio and Commercial Covers for 90 mph Wind Areas, Solid Cover 6.0 Post Spacings for Patio and Commercial Covers for High Wind Areas, NP01, NP02, NP03, NP04, CD01, CD02, CD03, CD04, CD05, CD06, CD07, CD08, CD09, M1,' M2, M3 AND M4. All drawings are dated April 29, 2009. The roof panels consist of 3004H36 aluminum sections. The roof panels are supported by "J", "I", "C" and box sections formed of ASTM A653 Grade 40 and 50 steel, 3004H36, 6061T6 or 6063T6 aluminum. Posts are box sections fabricated from 3004H36, 3105H26 and 6063T6 aluminum and ASTM A653 Grade 40 and ASTM A500 Grade steel: Span tables -are provided to facilitate compliance with building codes for various live, snow and wind loads. 4.0 DESIGN AND INSTALLATION 4.1 Design: Determine the local design loads from the local building department including Live, Wind Speed and Exposure, Ground Snow and Seismic parameters. Determine the type of structure Copyright O 2010 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States of America. No part of this publication may be reproduced, stored in an electronic retrieval system, or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording, or otherwise, without the prior written permission of the publisher. Ph: 1-877-41ESRPT - Fax: 909.472.4171 - Web: www.iapmoes.org - 5001 East Philadelphia Street -Ontario, California 91761-2816 — USA Page 1 of 2 (freestanding or attached, single span or multispan, lattice or solid cover). Select the structural elements (rafter type, panel section, header type) that will give the desired spans from the appropriate tables. Select connection details that conform to the structural. elements selected. Follow all requirements of the General Notes and Structural Configurations pages. See General Notes #3 and #20 for limitations of seismic design. 5.0 CONDITIONS OF USE Patio Covers in this report are intended for non habitable spaces as described in Appendix I of the International Building Code and must meet the requirements of that section. Carports and Commercial structures must use a minimum live load of 20 psf and are exempt from Appendix I requirements. All structures are Occupancy Category II and are not intended to meet the provisions related to hospitals (OSHPD) and public schools (DSA). 6.0 EVIDENCE SUBMITTED Data and calculations complying with the 2006 IBC and 2007 CBC were submitted. 7.0 IDENTIFICATION 7.1 IAPMO Trademark: Each installation shall bear an original identifying decal or logo bearing the IAPMO shield and reference to this evaluation report thus:. IAP MO ES TM IAPMO #0113 7.2 Amerimax Trademark: Each installation shall bear an original identifying decal or logo of Amerimax EVALUATION REPORT Report Number: 0113 0 Issued: 05/2010 Expires: 05/2011 Page 2 of 2 Building Products or AlumawoodTM shade structures thus: ,Amerimax rt'rneii11 x /; Director of Evaluation Services Amerimak Building Products Patio Cover, Carport and Commercial Structure Engineerirn PAGES DRAWING SECTION DESCRIPTION .2 PAGES GN01-2006 GENERAL NOTES GN02-2006 a 4 PAGES SC01-2006 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2006 SOLID PANEL DETAIL CALLOUTS SC03-2006 ALUMAWOOD STRUCTURAL CONFIGURATIONS ��OFCAUF `�Aires 913012�� SC04-2006 ALUMAWOOD DETAIL CALLOUTS 1 PAGE 1 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4 PAGES 2 - 5 LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS 4 PAGES 6-9 LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 3 PAGES LT01-2006 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LT02-2006 LT03-2006 1 PAGE 1 SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 10 PAGES 2-11 10 PAGES 12-21 4 PAGES NP01-2006 NP02-2006 NP03-2006 NP04-2006 9 PAGES CD01-2006 CD02-2006 CD03-2006 CD04-2006 CD05-2006 CD06-2006 CD07-2006 CD08-2006 CD09-2006 5 PAGE Ml -2006 M2-2006 M3-2006 M4-2006 M5-2006 SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND. SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIG D Al COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS (� ,% COMPONENT PARTS AND CONNECTION DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 7.0 FOOTING AND SLAB ATTACHMENT TABLES 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS [EXPIRATION DATE; 12/31/IM April 27, 2009 GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE. THIS REVIEW INCLUDES THE 2007 CALIFORNIA BUILDING CODE PROVISIONS THAT ARE' LOCALLY ENFORCEABLE AND UNDER THE JURISDICTION OF CITY AND COUNTY BUILDING OFFICIALS. PROVISIONS RELATED SPECIFICALLY TO HOSPITIALS AND PUBLIC SCHOOLS IN CALIFORNIA ARE NOT PART OF THIS REVIEW. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2000 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. - 3. DESIGN LOADINGS: GROUND -SNOW LOAD 10 PSF 20 PSF 25 PSF 30 PSF 40 PSF 60 PSF FOR 0.25/12 > SLOPE < 1/12 DESIGN LOAD 10 PSF LIVE OR GROUND SNOW 20 PSF LIVE OR GROUND SNOW 21 PSF 25.2 PSF 33.6 PSF 50.4 PSF WIND SPEEDS IN THE 2006 IBC ARE "3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FORM "3 SECOND GUST WIND SPEEDS". NOTE: 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 MEET 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 IN HURRICANE -PRONE REGIONS. SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2006 IBC FIGURE 1613.5(1) MAXIMUM Ss = 55% FOR 40 PSF AND 60 PSF GROUND -SNOW LOADS. SEE GENERAL NOTE #20 S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM POSTS SURFACE MOUNTED = GENERIC SYSTEM » R= 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE '4, THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: a. GENERAL NOTES (2 PAGES) b. STRUCTURAL CONFIGURATIONS (1 OR 2 PAGES) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD e. ALL APPROPRIATE DETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 5208 TENNYSON PARKWAY Amei-�max SUITE 100 RUII:DI\`C PRODUCTS, INC. PLANO, TEXAS 75024 CMPI F NONE IR o,PARTGENERAL NOTES ENGINEERS STAMP F" RR; o ,T GN01-2006 II '"'T OF 2 LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER alp F Sl 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS `SINGLE SPAN ATTACHED + LATTICE STRUCTURE ❑'HANG -i 0J• PROVIDE 1/ DRAIN MULTISPAN UNITS REFER TO GENERAL NOTE 22, MA A,Q0F0 n0 41 MULTISPAN FREESTANDING SPAN)sFAN ' C 1 TWO OR MORE SPANS MAXIMUM RAFTER •so, OVERHANG • ';,i IS 25X OF N ,a - LATTICE OVERHANG 36: MAX 24 MAX FOR 30 PSF „✓ SNOW LOAD OR i� �•%.ice i u. i.% ST HT. 3.5' CONCRETE SLAB REQ'D SINGLE SPAN W/ CONSTRAINED FOOTINGS ATTACHED PATIO SEE SCHEDULE FOR SIZE: COVERS DD NOT DETAIL L29 ONLY REQUIRE —1— LENGTH' "ARIES' SEE Sc EDU O S. p LENGTH 75% OF PROD FASCIA Cgfy MIN. L DOM OR STRUCTURAL POST eSING mt�� D1 MAX. PANEL BEAN OVERHANG STEM C HEADM SPACING w e \ 3.5' CONCRETE SLAB REQ'D �9IFSF�V S 3,5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS 4F W/ CONSTRAINED FOOTINGS', SINGLE SPAN FREESTANDING LATTICE STRUCTURE OF CLEAR SPAN o SFF �/O ea' SSA FRQF7, SEE SCHEDULE FOR FOOTING SIZE SINGLE SPM ATTACHED CANTILEVERED SIR MBE VERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM TW yF >PLACE 1- 1/2" OX 6° STL BAR AS SHOWN SEE SCHEDULE.FOR SIZE DETAIL L29 ONLY lerjYYjaX 5208 TENNYSON PARKWAY SUITE 100 BUII:DINC PRUDUC7'$; INl . PLANO TEXAS 75024 DRAWN 'CMP NONE DR PART RAWING ALUMAWOOD STRUCTURAL NAME CONFIGURATIONS DATE: DRAW" WIG SHEET ENGINEERS STAMP r°iR A OF 4 T SC03-2006 3 HEADER/POST CONNECTI❑N DETAILS- L8 OF PAGE 16 L16, L19, L23 OF PAGE 17 L26, L27 OF PAGE 18 WALL CONNECTION DETAILS L7, LIO OF PAGE 16 L17, L22 ON PAGE 17 L28 ON PAGE 18 �_ LATTICE TUBE AND CONNECTION DET L3, L6 OF PAGE 16 RAFTER CONNECTION DETAILS L9 OF PAGE 16 L30 OF PAGE l8 HEADER/WALL CONNECTION DETAIL L15 OF PAGE 16 DETAILS LI, L2, L3 OF PAGE 16 -POST DETAILS L4, LII OF PAGE 16 L21 OF PAGE 17 L24 OF PAGE 18 POST BOTTOM CONNECTION DETAILS L13,'L14 OF PAGE 16 L25, L29 OF PAGE 18 SINGLE SPAN ATTACHED LATTICE STRUCTURE HEADER DETAILS Ll, LB, L12 OF PAGE 16 L18 OF PAGE 17 POST/FOOTING CONNECTION DETAIL L29 OF PAGE 18 GUTTER/RAFTER TAIL CONNECTION DETAILS HEADER DETAILS N4, N5 OF PAGE 40 N9 OF PAGE 41 NIO OF PAGE 41 N25 OF PAGE 42 SINGLE SPAN FREESTANDING N23, N28 OF PAGE 42 N30 OF PAGE 43 LATTICE $TRLICTURE F� N31 OF PAGE 43 ,. Q T � HEADER/POST CONNECTION DETAILS - N22, N24 OF PAGE 42 N32, N35 OF PAGE 43 POST DETAILS N11, N14, N16, N17 OF PAGE 41 POST/SLAB/FOOTING CONNECTION DETAILS N8 OF PAGE 40 N12, N13 OF PAGE 41 N29 OF PAGE 43 PANEL DETAILS N1, N3 OF PAGE 40 PANEL/WALL CONNECTION DETAILS NIS OF PAGE 41 N21, N26, N27 OF PAGE 42 N33, N34 OF PAGE 43 ENGINEERS STAMP RAFTER CONNECTION DETAILS L9 OF PAGE 16 L30 OF PAGE 18 HEADER/POST CONNECTION DETAILS L8, L12 OF PAGE 16 L16, L19, L23 OF PAGE 17 L26, L27 OF PAGE 18 POST DETAILS Lit OF PAGE 16 L21 OF PAGE 17 LATTICE TUBE AND CONNECTION DETAILS L3, L6 OF PAGE 16 RAFTER CONNECT113N DETAILS L9 OF PAGE 16 L30 OF PAGE 18 POST DETAILS Lll OF PAGE 16 L21 OF PAGE 17 POST/FOOTING CONNECTION DETAIL L29 OF PAGE 18' s Amir�urn�x 5208 TENNYSON PARKWAY BUILDING PRODUCTS. INC. SUITE 100 PLANO, TEXAS 75024 DRAWN `CMPSCALE: JORAWING' NONE OR PART ALUMAWOOD DETAIL CALLOUTS SC04-2006 1 4 OF 4 PRINTED ON 4/29/2009 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024"x2"x6.625" Rafter Multis an 0.032"x2"x6.625" Raker Multis an Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 7'-11"T-11" 11'-7" 6'-11" 6'-0" LIVE 20" 9'-0" 9'-0" 8'-0" 7'-0" 20 16" 10'-5" 10'-5" 1 9'-5" 8'-3" LIVE 17 12'-6" 12' 6„ 10'-6" &-11-- '-11"20 20 24" 4'-8" 4'-8" 4'-8" 4--V- LIVE 20" T-5" 5'-5" 5'-5" 5'-5" 30 16" V-5" V-5" V-5" V-5-- -5"12" 12" T-11" 7'-11" 7'-11" 7'-11" 25 24" 4'-6" 4'-6" 4'-6" 4--V- 20" 5'-2" 5'-2" 5'-2" 5'-2" 60 16" V-2" V-2" V-2" 6-2-- -2"12" 12" T-8" 7'-8" 7'-8" 7--V- 30 24" T-10" T-10" T-10" T-10" 20" 4'-6" 4'-6" 4'-6" 4--V- 16' 54" 5'-4" 5-4" 64" 12" 6'-8" V-8" V-8" V-8" 40 24" 3'-0" T-0" 3'-0" T-0" 20" 3'-6" T-6" 3'-6" 3'-6" 16" 4'-3" 4'-3" 4'-3" 4'-3" 12" 5'-4" 5'4" 5'4" 5'-4" 60 24" 2'-0" 2'-0" 2'4" 2'-0" 20" 2'-5" 2'-5" 2'-5" 2'-5" 16" 3'-0" T-0" T-0" T-0" 12" T-10" T-10" T-10" T-10" TABLE 1.1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 11'-7" 11'-7" 11'-7" 15'-6„ LIVE 20" 13'4"13'4" 1T-3" 13'-0" 12'-5" 20 16" 14,_11„ 14,_11„ 14,_11„ 14'-1" LIVE 12" 17'-7" 17'-7" 17,_7, 16,_5 20 24" 7'-2" T-2" 7'-2" T-2„ LIVE 20" 8'-2" V-2" V-2" V-2-- -2"16" 30 16" 9'-7" 9'-7" 9'-7" 9'-7" 12" 11'-7" 11,_7, 11'_7„ 11'-7" 25 24" V-11" V-11" V-11" V-11" 20" T-11" 7'-11" 7'-11" T-11" 60 16" 9,4„ 9,-W 9--3„ 9-4„ 12" 11'-3" 11'-3" 11'-3" 11,_3" 30 24" 6'4" V-0" V-0" 6-4- 20" 6-11" 6'-11" V-11" 6-11" 16" V-2" V-2" V-2" 8'-2" 12" T-11" 9'-11" 9'-11" 9'-11" 40 24" 4'-10" 4'-10" 4'-10" 4'-10" 20" 5'-7" 5'-7" T-7" T-7' 16" 6'-7" 6'-7" 6'-7" V-7" 12" V-2" V-2" V-2" V-2-- -2"60 60 24" T-5" T-5" T-5" T-5" 20" 4'-0" 4'4" 4'4" 4'4" 16" 4'-10" 4'-10" 4'-10" 4'-10" 12" 6'-0" V-0" 6-0" V-0" TABLE 1.2 IAPMO ES REPORT #0113 0.040"x2"x6.625" Rafter (Multispan) Ground TABLE-1:3 Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 15,_6" 15'-6" 15,-6„ 15'-6„ LIVE 20" 17,_3" 1T-3" 17,_3" 17,_0" 20 16" 19,_7, 19'-7" 19'_7, 18,_10" LIVE 12" 22,-4„ 22,_4„ 21,4" 20'-6" 20 24" 9'-11" 9'-11" 9'-11" 9'-11" LIVE 20" 11,_2" 11'-2" 11,_2„ 11,_2„ 30 16" 17-11" 12,_11„ 12'-11" 12,_11" 12" 15,-6" 15-6" 15,_6" 15'-6" 25 24" 9'-7" 9'-7" 9'-7" 9'-7" 20" 10'-10" 10'-10" 10'-10" 10'-10" 60 16" 12'-6" 12,4" 12'-6" 12,_6„ 12" 15'-0" 15'-0" 15'-0" 15'-0" 30 24" V-5" V-5" 8'-5" 8'-5" 20" 9'-7" 9'-7" 9'-7" 9'-7" 16" 11'-2" 11,_2" 11,4" 11,_2„ 12" 13'-5" 13'-5" 13'-5" 13'-5" 40 24" V-9" V-9" 6-9" V-9" 20" T-9" 7'4" 7'4" 7'-9" 16" 9,_2„ 9,4„ 9,4„ 9,_2„ 12" 11'-2" 11,_2" 11'-2" 11,_2" 60 24" 4'-11" 4'-11" 4'-11" 4'-11" 20" 5'-8" 5'-8" 5'-8" 5--&- 24" V-9" 6-9" V-9" V-9-- -9"1216" 12" " 8'-5" 1 V-5" 8'-5" 8--5-- '-5" TABLE1.3 0.042"x3"x8" Rafter (Multispan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 36" 13,-4" 13'4" 13,4" 13,-4" LIVE 30" 15'-0" 15'-0" 15'-0" 14'-11" 20 24" 17'-2" 17,_2" 17'-2" 16'-11" LIVE 16„ 214_9„ 21'-9" 21'-9" 20'-10" 20 36" V-2" 8'-2" V-2" V-2" LIVE 30" 9'4" 9'-4" 9'-4" 9'-4" 30 24" 11'-0" 11'-0" 11,_0" 11'-0" 16" 14,4„ 14,4„ 14'-4" 14'-4" 25 36 7'-10" T-10" T-10" T-10" 30" 9'-0" 9'-0" 9'-0" 9'-0" 60 24" 10'-7" 10,_7' 10,_7, 10,_7, 16" 13,_11" 13,_11" 13,_11„ 13,_11„ 30 36" V-10" 6'-10" V-10" V-10" 30" T-10" T-10" 7'-10" T-10" 24" W-4" 9-4„ 9,4„ 9'4- 16" 12,4" 12'4" 12,-4„ 12'-4" 40 36" 5'-5" 5'-5" V-5" 5--5-- '-5"30" 30" V-3" V-3" 6'4" V-3" 24" T-6" 7'-6" T-6" T-6„ 16" 10'-2" 10,_2" 10'-2" 10,_2" 60 36" T-10" T-10" T-10" T-10" 30" 4'-6" 4'-6" 4'-6" 4'-6" 24" 5'-5" 5'-5" 5'-5" 5'-5" 16" 7'4" T-6" T-6" 7,_6" TABLE 1.4 IAPMO PAGE NUMBER 7 OF 57 3"x3" Rafter (q)6" o/c (MUIdSDan or Sinqle) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 0.024" 11'-8" 11,_8„ 11'_6„ 11,_8„ LIVE 0.040" 16'-5" 16'-5" 16'-5" 15'-10" 20 0.024" T-11" T-11" 7'-11" 7'-11" LIVE 0.040" 13'-0" 13'4" 13'4" 13-4- 25 0.024„ 7'-8" 7'-8" 7'-8" 7'-8" 0.040" 12'-10" 17_10„ 12,_10„ 12,_10" 30 0.024" 6'-11" V-11" 6'-11" V-11" 0.040" 12,_0„ 1 -0 1 12,4„ 12'-0" 40 0.024" 5'-9" 5'-9" 5'-9" 5'-9" 0.040" 10'-6" 10'4" 10'-6" 10'-6" 60 0.024" 4'-5" 4'-5" 4'-5" 4'-5" 0.040„ 8'-4" 8'-4„ 8'-4" 1 8'-4" Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carloutnamAcomcast. net TABLE 1.5 V BE DOUBLED IF THE 3 TO 48" O/C PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 10 OF 57 LATTICE COVER 2.0 ROST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAE 1 Ga 3"x8' Steel C Beam Detail L18 16 Ga 3"x8" Steel C Beam Detail L18 Double 12 Ga 3'x8" Steel C Beam Detail 1.8) 12 Ga 3'x8" Steel C Beam Detail L18 16 Ga 3'x8" Steel C Beam Detail L18 Double 12 Ga 3"x8" Steel C Beam Detail Lf TABLE 2.5 jktac�=�dFreestanding w Attached Freestanding w Attached BLE25 Attached Freestanding or Attached Freestanding or Attached Freestanding or Multis n Units Stricture, Multis n Units Structure Multis n Units Structure Multis n Units Stricture Multis an Units Structure Multis n Units GROUND TRIG MAX POST MAXMAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TRIB MAX POSTMAXMAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOWDTHPOST REOD POST 8' I 17 I 18' POST MIN FOOTER 8' I 17 I IIr POSTMIN FOOTER 8' I 17 I 18' SNOW WIDTH POST REO POST MIN FOOTER 8' I 17 I 18' POST MIN FOOTER 8' I 1Y I 18' POST MIN FOOTER 8' I 17 I 18'LOAD (FT) SPACING FOR SPACIN CONSTRAINED FOOTE SPACIN POS SIZE CONSTRAINED FOOTS SPACING POS SIZE CONSTRAINED FOOTS LOAD (FT) SPACING FOR SPACIN POS SIZE CONSTRAINED FOOTE SPACIN POST SIZE CONSTRAINED FOOTE SPACING POS SIZE CONSTRAINED FOOTS(PSF) ON SLAB SLAB (FT) "d -d "d (FT) TYPE "d "d "d "d (FT) TYPE 'd "d' "d W (PSF) ON SLAB SLAB(FT) TVP "d "d "d 'd (FT) TYPE 'd "d 'd 'd (FT) TYP 'd'd "d "dm n m - (in in (in) in m) in m m F n n (in) (in) in m n m n In m 90 MPH EXPOSURE 8 10 3 276 A 30'1" B 22 28 31 2T-0" 27'-0" B 21 27 30 30'-0' 30'-0" B 22 28 31 LIVE "LIVE 3.5 19'-5' A 30'-0' C 23 28 31 24'6" 24'6" B 21 27 29 W-0" 30'-0' C 23 28 31 3135 4 4 1T-0" A 30'-0' C 24 28 31 2Y-5" 27S' B 22 26 29 30'-0" 30'-0" C 24 28 31 31 4.5 4.5 15'-1" A 29'd" C. 25 28 31 20'-9" 20'-9" C 22 26 28 30'-0" 30'-0" C 25 28 31 30 5 5 13'-7" A 28'6' C 25 27 31 19'-4' 19'4' C 22 25 28 30'-0' 30'-0- C 26 28 31 . 30 5.5 5.5 17-4' A 27'6' C 26 27 30 18'-1" 181-1" C 22 25 28 30'-0" 317-0" D 26 28 31 30 6 6 11'4" A 26'40' C 26 27 30 1T-0" 1T-0" C 22 24 27 30'-0" 30'-0" D 27 28 31 30 6.5 6.5 10'-5" A 26'-2' D 27 27 30 16'-0' IV -0" C 23 24 27 30'-0" 30'-0" O 28 28 31 29 7 7 916" A 25'6' D 27 27 30 15'-2' 15'-2" C 23 24 27 30'-0" 30'-0" O 29 29 31 7.5 7.5 9'-1" A 24'-11" D 28 28 30 14'-5" 14'S" C 23 24 26 Yr -0' 30'-0" O 29 29 M 29133 8 8 8'6" A 24'-5" D 28 28 29 13'-9" 13'-9" C 23 23 26 30'-0" 30'-0' O 30 30 31 8.5 8.5 8'-0" A 23'-9" D 28 28 29 13'-2" 113'-2' . C 23 23 26 30'-0" 30'-0" D 30 30 31 9 9 T$ A 27-11" D 28 28 29 17-7' 17-7' C 23 23 26 29'-7' 29'-7' D 31 31 31 9.5 9.5 7'-2" A 27-2" D 29 29 29 12'-1" 17-1" C 23 23 25 29'-0" 29'-0" D 31 31 31 10 10 6'-9" A 21'-5' D 29 29 29 11'6" 11'-8' C 24 24 25 28'6" 28'6' D 32 32 32 D 11 11 6'-2" A 20'-2" D 29 29 29 10'-10" 10'-10" C 24 2425 26 2T6" 2T6' D 32 32 32 C 12 12 5'6" A 19'-1" D 29 29 29 f0'-0' 10'-0" C 24 24 24 26'-10' 26'-10" D 33 33 33 13 13 5'-2' A 18'-1' 0 30 30 30 9'_3 9'-3" C 24 24 24 26'-2' 26'-2' E 34 34 34 16'-1' D 21 24 27 30 T-9" C 16 21 23 27 5.5 Y 3' A 15'-1" D 21 24 26 30 10 3 276' A 30'-0" 8 25 31 34 34 2T-0" B 24 30 33 31 30'-0' B 25 31 34 35 LIVE 3.5 19'-5" A 30'-0" C 26 31 34 33 24'6" 8 24 29 33 30 W-0" C 26 31 34 35 3135 4 17'-0' A 30'-0' C 27 31 34 33 2Y-5" 8 25 29 32 30 30'-0" C 27 31 34 35 31 4.5 15'-1" A 29'-7" C 28 31 34 33 20'-9" C 25 28 31 29 30'-0" C 28 31 34 35 30 5 13'-7" A 28'6" C 29 30 34 33 19'-4' C 25 28 ' 31 29 30'-0' C 29 31 34 34 30 5.5 174' A 2T6" C 30 30 34 32 18'-1" C 26 27 31 28 30'-0" D 30 31 34 34 30 6 11'4" A 26'-10" C 30 30 33 32 1T-0" C 26 27 30 28 30'-0" D 31 31 34 34 30 6.5 10'-5" A 26'-2" D 31 31 33 31 16'-0' C 26 27 30 28 30'-0" D 32 32 34 34 29 7 9'6" A 25'6' D 31 31 33 31 15'-2' C 26 26 29 27 30'-0" D 33 33 34 33 7.5 9'-1" A 24'-11" D 32 32 33 M 14'-5" C 26 26 29 27 Yr -0' D 34 34 34 33 29133 8 8'6' A 24'-5' D 32 32 33 M 13'-9" C 27 27 29 27 30'-0" D 34 34 34 33 8.5 8'-0" A 2T-9' D 32 32 32 30 13'-2" C 27 27 29 27 30'-0" D 35 35 35 33 9 7'6' A 27.11" D 33 33 33 30 17-7' C 27 27 28 26 29'-7' D 36 36 36 33 9.5 7'-2" A 22'-2" D 33 33 33 30 12'-1" C 27 27 28 26 29'-0" D 36 36 38 33 10 6'-9" A 21'-5" D 33 33 33 30 11'6" C 27 27 28 26 28'6" D 36 36 36 33 D 11 8'-2" A 20'-2' D 34 34 34 29 10'-10" C 27 27 27 26 2T6" D 37 37 37 32 C 12 5'6' A 19'-1' D 34 34 34 29 f0'-0' C 27 27 27 25 26'-10' D 38 38 38 31 13 5'-2' A 18'-1' D 34 34 34 29 9'_3 C 27 27 27 26 26'-2' 1 E 1 39 39 39 31 20 3. 11'-10" A 26740" C 21 27 30 34 1T6' C 18 25 27 31 30'-0' D 22 28 31 35 LIVE 3.5 10'-2" A 25'6' 0 21 27 30 33 15'-10" C 18 24 27 30 30'-0" D 23 28 31 35 3135 4 8'-11" A 24'-5' 0 22 27 29 33 14'4" C 19 23 26 30 30'-0" D 24 28 31 35 31 4.5 T-11" A 23'S" D 23 26 29 33 13'-2' C 19 23 26 29 29'-7' D 25 28 31 35 30 5 T-1" A 27-2" D 23 26 29 33 17-2" C 19 23 25 29 28'6" D 25 27 31 34 30 5.5 6'-5" A 20'-11' D 23 26 28 32 11'-3' C 19 22 25 28 27-8' D 26 27 30 34 30 6 5'-11" A 19'-9" D 24 25 28 32 10'-7" C 18 22 25 28 26'40" D 26 27 30 34 30 6.5 5'-V A 18'-9" D 24 25 28 31 9'-9" C 19 22 24 28 26'-2' D 27 27 30 34 29 7 51-1" A 17'-10" D 24 25 27 31 9'-1" C 19 21 24 27 256' E 27 27 30 33 7.5 4'-9" A 17'-1" 0 24 24 27 M 816" C 19 21 24 27 24'-11" E 28 28 - 30 33 29133 8 4'-5" A 16'4" 0 24 24 27 M 7'-11' C 19 21 23 27 24'-5' E 28 28 29 33 8.5 4'-2" A 1516' 0 25 25 27 30 7'6" C 19 20 23 27 23'-11" E 28 28 29 33 9 T-11" A 15'-1" D 25 25 26 30 T-1" C 19 20 23 26 23'-5" E 29 29 29 33 9.5 T-9' A 14'6" 0 25 25 26 30 6'6" C 19 20 22 26 23'-0' E 29 29 29 33 10 3'6" A 14'-0" D 25 25 26 30 6'4" C 19 20 22 26 2Y6" E 29 29 29 33 D 11 3'-2" A 13'-2" D 25 25 26 29 5'-10" C 19 19 22 26 20'-7' E 29 29 29 32 C 12 7-11' A 1Y4' 0 25 25 25 29 5'4" C 19 19 22 25 18'-11" E 29 29 29 31 13 76" A I V-8- D 26 26 28 29 4'-11' C 19 19 22 26 17'6' E 29 29 29 31 90 MPH EXPOSURE B 30 3 8'-0' A 24'-10" O 20 27 30 33 15'-1' C 17 24 26 30 30'-0" D 22 28 31 35 6'40' 3.5 6'-10' A 23'-7" 0 21 26 29 33 1316' C 17 23 26 29 29'-9' D 23 28 3135 4 6'-0" 4 6'-0' A 22'-3' D 21 26 29 33 17-2" C 18 23 25 29 28'S' O 23 27 31 34 5'4" 4.5 5'4' A 20'6' D 22 26 28 32 11'-1" C 18 22 25 28 2T-4' E 24 27 30 34 4'-10' 5 4'-10' A 19'-4' D 22 25 28 32 10'-2' C 18 22 24 28 26'S' E 24 27 30 34 4'4" 5.5 4'4" A 18'-2" D 22 25 28 31 9'-3' C 18 21 24 28 25'-7' E 25 27 30 33 4'-0" 6 4'-0" A 17'-1' D 23 24 27 31 816" C 18 21 24 27 24'-10' E 26 27 30 33 3'6" 6.5 T-8" A 16'J' 0 23 24 27 31 7'-10" C 18 21 23 27 24'-2" E 26 26 29 33 T-5' 7 T-5" A 15'-5" O 23 24 27 30 Td' C 18 20 23 i 26 23'-7" E 26 26 Y-2" 7.5 T-2" A 14'-9' D 23 24 26 30 6'-10' C 18 20 23 26 23'-1" E 27 27 29133 8 Y -O" 8 3'-0" A 14'-1" D 23 23 26 30 6'-5" C 18 20 22 26 27-7' E 27 27 2'-10' 8.5 7-10" A 136' D 23 23 26 29 6'-0" C 18 20 22 26 21'-4' E 27 27 2'6" 9 76" A 12'-11" E 24 24 26 29 5'6" C 18 19 22 26 20'-2' E 27 27 1 76' 9.5 76" A 176' E 24 24 25 29 5'-5" C 18 19 22 25 1S'-2" E 27 27 30 3 8'-0" A 24'-10" D 23 30 33 37 15'-1" C 20 26 29 33 30'-0" D 25 31 34 38 40 3.5 6'40' A 23'-7" O 24 29 32 37 13'6' C 20 26 29 33 29'-9' D 26 31 34 38 4 6'-0" A 27J" O 25 29 32 36 17-2" C 20 25 28 32 28'S" D 27 30 34 38 4.5 5'4" A 20'6' D 25 28 31 36 11'-1" C 20 25 28 32 27* -4' E 28 30 34 38 5 4'-10' A 19'4' D 25 28 31 35 10'-2" C 21 24 27 31 26'-5" E 28 30 33 37 5.5 4'4" A 18'4' D 26 27 31 35 9'-3" C 21 24 27 31 25'-7' E 29 30 33 37 6 4'-0" A 1T-1' D 26 27 30 34 8'6" C 21 23 26 30 24'-10" E 29 30 33 37 6.5 3'6" A 16'-3" O 26 27 30 34 T-10" C 21 23 26 30 24'-2' E 30' 30 33 37 7 T-5' A 15'-5' 0 26 26 30 34 74" C 21 23 25 29 23'-7' E 30 30 32 37 7.5 Y-2" A 14'-9" D 27 27 29 33 6'-10" C 21 22 25 29 23'-1" E 31 31 32 36 8 Y -O" A 14'-1' D 27 27 29 33 6'-5' C 21 22 25 29 2Y-7' E 31 31 32 36 8.5 2'-10' A 13'6' D 27 27 29 33 6'-0" C 21 22 24 29 21'4' E 31 31 32 36 9 2'6" A 17-11" E 27 27 28 32 5'6" C 21 21 24 28 20'-2" E 31 31 31 35 9.5 1 76' I A I 1Y6' I E 1 27 1 27 1 28 1 32 5'-5' 1 C 1 21 1 21 1 24 1 28 19'-2' E St 31 31 35 B au m tnr�aurm c 40 3 6'-1" A 27-5' D 22 29 32 36 17.1" C 18 25 28 , 32 28'-5" 0 24 30 34 38 3.5 5'-2' A 2014' D 23 28 31 35 10'-11" C 19 25 27 31 27"-0' E 25 30 33 38 4 4'6" A 1816" 0 23 28 31 35 9'-8" C 19 24 27 31 25'-10" E 26 30 33 37 4.5 4'-0" A 17'-3" D 24 27 30 34 8'-7" C 19 23 26 30 24'-10' E 27 30 33 37 5 3'-7" A 16'4' D 24 27 30 34 7'-9" C 19 23 26 30 24'-0' E 27 29 33 37 5.5 T-3" A " 15'-1" D 24 26 29 33 7'-1" C 19 22 25 29 23'-3" E 28 29 32 36 6 X -O" A 14'-2' D 24 26 29 33 6'6" C 19 22 25 29 22'-7' E 28 29 32 36 6.5 7-9" A 13'-5' O 25 26 29 33 6'-0' C 19 22 24 28 21'-2" E 29 29 ' 32 36 7 2'-7" A 17-9' E 25 25 28 32 5'-7" C 19 21 24 28 1916' E 29 29 31 35 7.5 7-5" A 17-1' E 25 25 28 32 5'-2" C 19 21 24 28 18'-5" E 29 29 31 35 8 7-3' " A 11'-7" E 25 25 28 32 4'-10' C 19 21 24 28 17'4' ^16'4' E 29 29 30 34 8.5 2'-1" A 11'4" E 25 25 28 31 4'-7" C 19 21 23 27 E 29 29 30 34 9 Y-0" A 10'-7" E 25 25 27 31 4'4" C 19 20 23 27 15'-5" E 29 29 30 34 90 MPH EXPOSURE 8 40 3 6'4" A 27-5' D 20 26 29 33 12'-3' C 16 23 25 29 3.5 5'-7 A 20'4' D 20 25 28 32 10'-11" C 16 22 25 28 4 46 " A 6 18'" 0 20 25 28 31 9." 6 C 16 22 24 28 4.5 4'-0" A 1 T-3" D 21 24 27 31 8'-7" C 16 21 24 27 5 T-7" A 16'-1' D 21 24 27 30 T-9" C 16 21 23 27 5.5 Y 3' A 15'-1" D 21 24 26 30 T-1" C 16 20 23 26 - 6 T-0" A 14'-2' D 21 23 26 30 6'6' C 16 20 22 26 6.5 7-9" A 13'-5' D21 23 26 29 6'-0" C 16 20 22 26 7 7-7" A 17-9" E 21 23 26 29 5'-7" C i6 19 22 25 7.5 Y-5" A 1Y-1" E 22 27 25 29 5'-2" C i6 19 21 25 8 7J" A 11'-7' E 22 22 25 29 4'-10' C 16 19 21 25 8.5 2'4" A 11'-1' E 22 22 25 28 4'-7" C 16 19 21 25 9 - 11" A 10'-7' E 22 22 25 28 4'4" C 16 18 21 25 B t= 0.0 ao 0.0 L1 HEADER (3004-H36 ALUM. ALLOY) FOUR #E X SEE TABLE BELOW FOR 2 1/4'I Ic SCHEDULE BRACKET USED W\2' X 6 1/2' RAFTERS O RAFTER & SIDEPLATES (3004-H36 ALUM. ALLOY) BRACKET USED W/ 3'x8' AND 3'x3' RAFTERS I LATTICE TUBES _..... Allaxable Trib'hr«ith ..Wind ..... ......._.......... .............._..._. Ib. of ?Z8 Scre:v 5 Speed '} t {in) :Header ? 3 4 5 90 KIFH 0.032 Double 2x6 ...._........................_......_....._._....... EXPC 0.042 _..... _.. 0.042"x3"xB" ..._t2_.._...__15'......_1r'.__..._i5..... 8' 12' ..... 15' ............................... ... ...._........_...... ............ ..... ............... .......................................................... 0.042 Doub[s 3x8 15' 15' 15 15' 110P 0.032 Coubie 2x6 W 12' ! 15 15' .... ........... EzpC ................ ... 0.042 ......... ........ _...... ...........:.................... 0.042"x3"x8"' .........................._...-...........,...._-...__............. ........... .. ... _........................... S' 6 __....... _.._ ._._.....� 0.042 .._....._..._.__ Double 3x8 70' 15' 15 15' 1 M. of #14 Scre!+,.s 130f,si 0.032 FM.ble 2.6 ;' 11' 15' 15' l3cpC _.._............._.................._...................... . 0.042 Double 3x8 10' "1a' 15' 15' 1 3- - M L4 POST (3105-H26 ALUM. ALLOY) RAFTER TO HEADER CONNECTION BRACKETS 6063T6 ALUM ALLOY T=0.060' LJ USE TWO #14 SMS WHEN ATTACHING TO STEEL C BEAMS, 130 MPH REQUIRES THREE #14SCREWS FOR TRIB WIDTHS OVER 10' .048 MIN. 4' ASTM A-653 Fy=40 KSI LS STEEL CONNECTOR FOR WOOD POST CONNECTION ONE #8 SMS EACH RAFTER/LATTICE INTERSECTION TDCE UM. RAFTER L6 LATTICE TO RAFTER CONN. 1/4' LAG SCREW W/ 2.25' EMBED INTO WOOD STUD WOOD LEDGER- 2 X DEPTH SEE TABLE 7.6 COLUMN ANC4 FOR QUANTITY 2 SIDE EXISTING PAM iE STRUCTURE RAFTER HANGER (DETAIL L7) 2- 10X1 EADI SIDE L70 ALTERNATE RAFTER TO WALL CONN. STUD 3' x 3' METAL POST 3' x 3' METAL POST DETAIL L25 EIGHT #14 SMS EIGHT 014 SMS 0 OO TWO 3/8'x4' EMBEDMENT TVO 3/8' A-307 BOLTS WITH LAG SCREW V/ 125.0, ONE L14 O 1.5.0 WASHERS UNDER BOTH HEA: O O ON EACH SIDE OF POST. AND NUT. ONE ON EACH SIDE OF O O POST. 1' min TINDER FLOOR JOIST DECKING IS DOUGLAS FIR OR HEADER UTILITY GRADE OR BTR .ATTACHED STRUCTURE POST ATTACHED STRUCTURE POST TO DECKING TO DECK FLOOR JOIST SEE GENERAL NOTE #19 AND THESE DETAILS ARE LATTICE NOTE #3 LIMITED TO 90 mph UNITS MUST COMPY WITH TABLES EXPOSURE B AND C L1 AND L2 ON SHEET M5 SEE TABLE 7.6 FOR REQUIRED FASTENERS 3.00 0.72 �1.56--] 0.72 —� 0.93 F- 0�.72 I3.00 —0.931.56 0.28 0.37 0.72 —I I -0.17 t = 0,032' ALUM = 0.040' ALUM = 0.041' STEEL 3/8' LAG SCREWS L1 1 3" ALTERNATE POST (2.TO WALL STUD) 5' OF PENETRATION _;1 IN3004 H36• ALUM., ALLOY OR A-653 Fy=40 KSI STEEL) 0 ' 3'-X 8' ALUM 1.5' I thin RAFTER BRACKET 1. e �- 3' X 8' ALUM HEADER L15 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY J 1' min #14 SELF -DRILLING SCREW MAXIMUM WIND C❑NDITI❑N IS 105 MPH EXPOSURE C Engineer's Stamp 1' TWO #8 SMS EACH SIDE 11/2' FOR 2 X RAFTERS 2 3/4' FOR 3,X RAFTERS L= 1.92' FOR 2' X 6 1/2' RAFTERS L= 2.92' FOR 3' X 8' RAFTERS (6063-T6 ALUM. ALLOY, 1'= 0.0601 �I L7 RAFTER HANGER P. co 0 k 1/4' BOLTS ASTM A307 OR #14 SELF DRILLING SCREWS SEE BELOW FOR QTY DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT UP TO 25 PSF USE FOUR BOLTS 30 PSF USE 6 BOLTS OR 12 SCREWS 40+ PSF USE 10 BOLTS ALUM RAFTERS o 0 5' 0 0 0.032'x2'x6.625' DOUBLE HEADER 0.032'-3'x3' ALUM POST ft EIGHT #14 SMS L12 0.042'x3'x8'DOUBLE HEADER 0,041'x3'x3' STEEL POST ~ Alll%i��imC�X 5208 TENNYSON PARKWAY BUILDING PRODUCTS; IiC. SUITE 100 PLANO, TEXAS 75024 08Awm or TYPE BEJ/CP Compon NTS ent Parts & Connection Details For polio & Commercial Lattice Structures DAIS 1 Fl SHEEr: LT01-2006 1 of 3 LATTICE TUBES 1.5'x1.5' @3' o/c 2'x2' @4' o/c 3'x3' 06' o/c .01 B. MIN MAX SPACING IS 36. 0/C L3 LATTICE (3105-H26 ALUM. ALLOY) 1 3- - M L4 POST (3105-H26 ALUM. ALLOY) RAFTER TO HEADER CONNECTION BRACKETS 6063T6 ALUM ALLOY T=0.060' LJ USE TWO #14 SMS WHEN ATTACHING TO STEEL C BEAMS, 130 MPH REQUIRES THREE #14SCREWS FOR TRIB WIDTHS OVER 10' .048 MIN. 4' ASTM A-653 Fy=40 KSI LS STEEL CONNECTOR FOR WOOD POST CONNECTION ONE #8 SMS EACH RAFTER/LATTICE INTERSECTION TDCE UM. RAFTER L6 LATTICE TO RAFTER CONN. 1/4' LAG SCREW W/ 2.25' EMBED INTO WOOD STUD WOOD LEDGER- 2 X DEPTH SEE TABLE 7.6 COLUMN ANC4 FOR QUANTITY 2 SIDE EXISTING PAM iE STRUCTURE RAFTER HANGER (DETAIL L7) 2- 10X1 EADI SIDE L70 ALTERNATE RAFTER TO WALL CONN. STUD 3' x 3' METAL POST 3' x 3' METAL POST DETAIL L25 EIGHT #14 SMS EIGHT 014 SMS 0 OO TWO 3/8'x4' EMBEDMENT TVO 3/8' A-307 BOLTS WITH LAG SCREW V/ 125.0, ONE L14 O 1.5.0 WASHERS UNDER BOTH HEA: O O ON EACH SIDE OF POST. AND NUT. ONE ON EACH SIDE OF O O POST. 1' min TINDER FLOOR JOIST DECKING IS DOUGLAS FIR OR HEADER UTILITY GRADE OR BTR .ATTACHED STRUCTURE POST ATTACHED STRUCTURE POST TO DECKING TO DECK FLOOR JOIST SEE GENERAL NOTE #19 AND THESE DETAILS ARE LATTICE NOTE #3 LIMITED TO 90 mph UNITS MUST COMPY WITH TABLES EXPOSURE B AND C L1 AND L2 ON SHEET M5 SEE TABLE 7.6 FOR REQUIRED FASTENERS 3.00 0.72 �1.56--] 0.72 —� 0.93 F- 0�.72 I3.00 —0.931.56 0.28 0.37 0.72 —I I -0.17 t = 0,032' ALUM = 0.040' ALUM = 0.041' STEEL 3/8' LAG SCREWS L1 1 3" ALTERNATE POST (2.TO WALL STUD) 5' OF PENETRATION _;1 IN3004 H36• ALUM., ALLOY OR A-653 Fy=40 KSI STEEL) 0 ' 3'-X 8' ALUM 1.5' I thin RAFTER BRACKET 1. e �- 3' X 8' ALUM HEADER L15 POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY J 1' min #14 SELF -DRILLING SCREW MAXIMUM WIND C❑NDITI❑N IS 105 MPH EXPOSURE C Engineer's Stamp 1' TWO #8 SMS EACH SIDE 11/2' FOR 2 X RAFTERS 2 3/4' FOR 3,X RAFTERS L= 1.92' FOR 2' X 6 1/2' RAFTERS L= 2.92' FOR 3' X 8' RAFTERS (6063-T6 ALUM. ALLOY, 1'= 0.0601 �I L7 RAFTER HANGER P. co 0 k 1/4' BOLTS ASTM A307 OR #14 SELF DRILLING SCREWS SEE BELOW FOR QTY DOUBLE OR SINGLE 3'X8' STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT UP TO 25 PSF USE FOUR BOLTS 30 PSF USE 6 BOLTS OR 12 SCREWS 40+ PSF USE 10 BOLTS ALUM RAFTERS o 0 5' 0 0 0.032'x2'x6.625' DOUBLE HEADER 0.032'-3'x3' ALUM POST ft EIGHT #14 SMS L12 0.042'x3'x8'DOUBLE HEADER 0,041'x3'x3' STEEL POST ~ Alll%i��imC�X 5208 TENNYSON PARKWAY BUILDING PRODUCTS; IiC. SUITE 100 PLANO, TEXAS 75024 08Awm or TYPE BEJ/CP Compon NTS ent Parts & Connection Details For polio & Commercial Lattice Structures DAIS 1 Fl SHEEr: LT01-2006 1 of 3 j 7.0 POST AND FSR WRIONLIM R2MENTS FOR COMMERCIAL AND PATIO STRUCTURES IAPMO ES REPORT #0113 Table7.3: Required Number of Fasteners for Shearing Loads Table 7.4: Required Number of Fasteners for Tension Loads Aluminum Material Gage (in) Steel Gage (in) 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.041 0.041 Trib Width (ft) Allowable Width for Attached Two Post Strructures on Slab Uve or Ground Snow Load A 10 psf 20 psf 4 32,-1" 16-11., 4.5 26-6" 15'-1" 5 25'48" 13'-6" 5.5 23'-4" 12'-4" 6 21'-5" 11'-3" 6.6 19-9" 19-51 7 194" n/a 7.5 1T-1" n/a 8 16-0" n/a 8.5 15'-1" n/a 9 14'-3" Na Table 7.1 10 psf Slab 908 722 5 2 1 3 3 1 3 1 2 1 24 800 5 2 1 4 3 10 Pat Slab 90C ' 886 6 3 2 4 4 POST TYPE POST DESCRIPTIONS DETAIL A B C D E F G H I J A K L24, Nth, BK #14 3/&'B 3/8" B #14 #14 3/8"B #14 318"B #14 318"B C 3/8" B Footer Design 12' Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT 15' BOLT 3/16'x4'x4" Steel Square d (in) (Ibs) 164 424 836 245 273 1046 293 1384 507 1691 3 588 7 12 100 1 1 1 1 1 1 1 1 1 1 n/a 1 3 13 127 1 1 1 1 1 1 1 1 1 1 35 1 n/a 14 159 1 1 1 1 1 1 1 1 1 1 Na 1 37 15 195 2 1 1 1 1 1 1 1 1 1 4 1 n/a 16 237 2 1 1 1 1 1 1 1 1 1 6 n/a 1 n1a 17 284 2 1 1 2 2 1 1 1 1 1 n1a 1 2 18 338 3 1 1 2 2 1 2 1 1 1 3 1 7 n/a 19 397 3 1 1 2 2 1 2 1 1 1 32 1 20 pst slab 90C 20 463 3 2 1 2 2 1 2 1 1 1 3 1 4 21 536 4 2 1 3 2 1 2 1 2 1 5 1 37 22 616 4 2 1 3 3 1 3 1 2 1 39 2 5 23 704 5 2 1 3 3 1 3 1 2 1 5 2 Table 7.1 10 psf Slab 908 722 5 2 1 3 3 1 3 1 2 1 24 800 5 2 1 4 3 10 Pat Slab 90C ' 886 6 3 2 4 4 POST TYPE POST DESCRIPTIONS DETAIL MAX POST HGHT A Twin 0.032"x1.5"x1.5" AC, AA 8' A Twin 0.062"x1.5"x1.5" AC, AF 17 A 0.024"Post with Sideplates L24, Nth, BK 17 B Clover 0.032'x3"x3" Alum L11, N11, AH to B Clover 0.0401x3"x31 Alum L11, N11, AH 17 C Colonial 0.062" Extruded AE 12' D 0.041'x3"x3" Steel Clover Lt t, N11. AH 12' E 0.041"x3"x3" Steel Clover L11, N11, AH 12' F 3/161x3"x3" Steel Square 1-21, N17, AG 15' G 3/16'x4'x4" Steel Square L21, N17, AG 18' H 5/161x4"x4" Steel Square 1-21, N17, AG 1 18' Table 7.2 25 904 6 3 2 4 4 n/a 26 1017 7 3 2 5 4 43 4601 27 1139 7 3 2 5 5 n/a 28 1270 8 3 2 6 5 n/a n/a 7 29 1411 9 4 2 6 6 2 30 - 1563 n/a 4 2 7 6 n/a 31 1724 n/a 5 3 8 7 4 32 1896 n/a 5 3 8 7 2 33 2080 n/a 5 3 9 8 wall to the first row of columns. 34 2275 n/a 6 3 n/a 9 5 35 2481 n/a 6 3 n/a n/a 3 36 2700 n/a 7 4 n1a Na 3 37 2931 n/a 7 4 n/a n/a 7 38 3175 n/a 8 4 n/a n/a 10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. 39 3433 n/a 9 5 n/a n/a Table 7.2 40 3704 n/a 9 5 n/a n/a 2- 41 3988 n/a n/a 5 n/a n/a 1 42 4288 n/a n/a 6 n/a n/a 2 4 43 4601 n/a n/a 6 n/a n/a 2 44 4930 n/a n/a 6 n/a n/a 701 45 5273 n/a n/a 7 n/a n/a 1 46 5633 n/a n/a 7 n/a n/a 4 47 6008 n/a n/a 8 n/a n/a 2 48 6400 n/a n/a 8 n/a n/a 2 7 49 6808 n/a n/a 9 n/a n/a 4 50 7234 n/a n/a 9 n/a n/a Fastener Terminology 4 3 8 #14 SMS = #14 sheet metal or SDS screw, 12" minimum length 3/9'B = 3/8" Diameter Bolt 2 1 See General Notes for specifics on fasteners 3 9 2 5 1 Clearspan on this chart is the distance from the 5 3 n/a 2 6 wall to the first row of columns. 1 5 3 n/a 2 Hilti Kwik Bolt TZ 3/8" diameter and 2" embed: ICC ESR 1917 2 1 5 4 n/a or other anchor w/ 550# shear vs wind and seismic loads. 7 2 1 6 Use 1" steel washer. 3 7 3 3 Masonry anchors must have a shear value of 250# for 4 n/a 3 8 3 wind or seismic loads. Use 1" diameter steel washer. 7 4 n/a 3 4 1/4" Lag screws must have 2 1/4" of penetration into studs. 2 7 5 n/a 4 These lag screws must have an 1/8" lead hole and 5/8" steel washers 3 2 8 5 10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. n1a 3 2 6 Add one fastener to both ends of all covers. Use 5/8" washers on 4 n/a 3 2 all end fasteners attachino directly to wall. 6 n/a 4 1 4 1 2 1 0.062 2- 1 4 1 2 1 2 1 4 1 3 1 3/8" B 2 2 4 1 3 1 SMS 2 2 5 1 3 1 701 3 2 5 2 3 1 1 3 2 6 2 4 1 1 3 2 6 2 4 2 1 3 2 7 2 4 2 1 4 2 8 2 5 2 1 4 3 8 2 5 2 1 4 3 9 2 5 2 1 5 3 n/a 2 6 2 1 5 3 n/a 3 6 2 1 5 4 n/a 3 7 2 1 6 4 n/a 3 7 3 1 6 4 n/a 3 8 3 2 7 4 n/a 3 8 3 2 7 5 n/a 4 9 3 2 8 5 n/a 4 n1a 3 2 8 5 n/a ' 4 n/a 3 2 9 6 n/a 4 n1a 4 2 9 6 n/a 5 n1a 4 2 n/a 6 n/a 5 n1a 4 2 n/a 7 n/a 5 n1a 4 3 n/a 7 n/a 5 n/a 5 3 n/a 7 n/a 6 n1a 5 3 n/a Aluminum Gage (in) TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER' GRND ANC 1 ANC 2 ANC 3 0.062 0.060 0.090 0.100 0/C CLEAR L M N O 914 3/8" B 3/8" B #14 Design Footer SMS BOLT BOLT SMS Uplift Size 362 865 1298. 701 (Ibs) d (in) 1 1 1 1 100 12 1 1 1 1 127 13 1 1 1 1 159 14 1 1 1 1 195 15 1 1 1 1 237 16 1 1 1 1 284 17 1 1 1 1 338 18 2 1 1 1 397 19 2 1 1 1 463 20 2 1 1 1 536 21 . 2 1 1 1 616 22 2 1 1 2 704 23 2 1 1 2 722 Slab 3 1 1 2 800 24 3 2 1 2 886 Slab 3 2 1 2 904 25 3 2 1 2 1017 26 3 2 1 2 1139 27 4 2 1 2 1270 28 4 2 2 3 1411 29 5 2 2 3 1563 30 5 2 2 3 1724 31 , 5 3 2 3 1896 32 6 3 2 3 2080 33 6 3 2 4 2275 34 7 3 2 4 2481 35 8 4 3 4 2700 36 8 4 3 5 2931 37 9 4 3 5 3175 38 9 4 3 5 3433 39 n/a 5 3 6 3704 40 n/a 5 4 6 3988 41 n/a 5 4 7 4288 42 n/a 6 4 7 4601 43 n/a 6 4 8 4936 44 n/a 7 5 8 5273 45' n/a 7 5 9 5633 46 n/a 7 5 Q 6008 47 Na 8 5 n/a 6400 48 n/a 8 6 n/a 6808 49 n/a 9 6 n/a 7234 . 50 # OF 1/4" LAG SCREWS PER STUD @16" 0/C SPACING 1 2 1 2 1 2 1 IAPMO PAGE NUMBER 55 OF 57 1 Spacing between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolts and screws shall be 3 times the shank diameter 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the load. TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER' GRND ANC 1 ANC 2 ANC 3 CLEAR- LIVE/ O/C O/C 0/C CLEAR WIND SPEED SNOW SPACING SPACING SPACING SPAN (MPH) AND LOAD CONCRETE MASONRY FOR #10 x 2" (FT) EXPOSURE (PSF) ANCHORS ANCHORS SMS SCREWS LIVE 90 C 10 20" 20" 8" 18' 13' LIVE 2 LIVE 130C 21' 105 C 20 2a' 2a' 6" 11' 2 LIVE 19 3 21' 110C 25 20" 2a' 6" 1a 16 3 2 40 21' 8' 30 2a' 20" 6" 9 3 2 60 8'3 1T 2 40 16" 16" 4" 13' 60 16" 16" 4" 9' # OF 1/4" LAG SCREWS PER STUD @16" 0/C SPACING 1 2 1 2 1 2 1 IAPMO PAGE NUMBER 55 OF 57 1 Spacing between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolts and screws shall be 3 times the shank diameter 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the load. TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS ANC 3 ANC 4 GRND CLEAR- NO. OF #10 NO. OF 1/4" SNOW WIND SPAN SCREWS LAG SCREWS LOAD SPEED (FT) PER RAFTER PER RAFTER PSF MPH 14' 9' 14' 10 110C 22' 2 2 LIVE 6'-6* 13' 8'-6" 13' 20 130C 13' 2 2 LIVE 130C 201 3 2 25 13' 2 2 19 3 2 30 11' 2 2 16 3 2 40 8' 2 2 12' 3 2 60 8'3 2 11' 4 3 ' TABLE 7.7 STUCCO ATTACHMENT TO WALL ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 16" o/c 24" o/c Ground Snow Max Wind Condition 110 mph Exposure C Load (psf) 1 Lag Screw 2 Lag Screws 2 Lag Screws 3 Lag Screws Live 10 12'-9" 20' 1T 2a Live 20 7' 14' 9' 14' 25 T-6" 15' 10, 15' 30 6'-6* 13' 8'-6" 13' 40 4,-10„ g,-8„ 6,-6„ 91-91, 60 3' 6'-7" 4' 6'-7" Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434)384-2514 carlDutnamAconlcast.net M3-2006 1