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08-1320 (PAT)
t P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 4, BUILDING & SAFETY. DEPARTMENT. . BUILDING PERMIT -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that l am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and_EraLassiQnaIs Code, and my License is in full force and effect. License Class: C47 D03 icenseNo.: 539152 ST Date: �;/ Coritractor - 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 Cade: 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 155001.: (_ 1 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.) (_ 1 1; 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.). 1 ) 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: a LQPERMIT Owner: ROBERT LENPHERE' 52646 PALAZO LA QUINTA, CA 92253 (760)668-0447 Contractor: PRECISION PATIOS 67210 KANN ROAD DESERT HOT SPRINGS, (760)413-2007. Lic. No.: 539152 VOICE (760) 777-7012. FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/04/08 ----------------------------------------------- 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 EXEMPT Policy Number EXEMPT 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 I should become subject to the workers' compensationprovisions of Section 3700 of the Labor Code, I sl I o ith mply with those provisions. TDate: :J O�('Applicant: 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 SECTION3706OF 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 the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction_, and hereby authorize representatives of this county to enter upon the above-mentioned property for in rposes. Date: Signature (Applicant or Agentl: Y Application Number: r-"`08-00001320] Property Address: U52646 PALAZO C APN: 767 -200 -011 -49 -318742 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Hpp11CM1011 valuation: /395 Applicant: Architect or Engineer: cow 4, BUILDING & SAFETY. DEPARTMENT. . BUILDING PERMIT -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that l am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and_EraLassiQnaIs Code, and my License is in full force and effect. License Class: C47 D03 icenseNo.: 539152 ST Date: �;/ Coritractor - 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 Cade: 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 155001.: (_ 1 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.) (_ 1 1; 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.). 1 ) 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: a LQPERMIT Owner: ROBERT LENPHERE' 52646 PALAZO LA QUINTA, CA 92253 (760)668-0447 Contractor: PRECISION PATIOS 67210 KANN ROAD DESERT HOT SPRINGS, (760)413-2007. Lic. No.: 539152 VOICE (760) 777-7012. FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/04/08 ----------------------------------------------- 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 EXEMPT Policy Number EXEMPT 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 I should become subject to the workers' compensationprovisions of Section 3700 of the Labor Code, I sl I o ith mply with those provisions. TDate: :J O�('Applicant: 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 SECTION3706OF 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 the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction_, and hereby authorize representatives of this county to enter upon the above-mentioned property for in rposes. Date: Signature (Applicant or Agentl: Y Application Number 08-00001320 Permit PATIO COVER PERMIT Additional desc . Permit Fee 99.00. Plan Check Fee 64.35 Issue Date Valuation 73.95 . : Expiration Date 1/31/09 Qty Unit Charge Per Extension BASE FEE 45:00 6.00• 9.0000 THOU BLDG 2,001-25,000 54.00 Special Notes and Comments 556 SQUARE FEET OF ALUMAWOOD PATIO COVER PER APPROVED PLANS IN ACCORDANCE WITH 2006 IBC CODE. p ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STRONG MOTION (SMI) - RES .73 Fee summary Charged Paid Credited Due Permit Fee Total 99.00 .00 .00 99.00 Plan Check Total 64.35 .00 .00 64.35 Other Fee Total .73 .00 .00 .73 Grand Total 164.08 .00 .00 164.08 Bin # City of La Quinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012• Building Permit Application and Tracking Sheet Permit # l Project Address: S Z _ �-,;z Owner's Name: 444rf A. P. Number: Address: 5--2,- &q4. Legal Description: r City, ST, Zip: 611 Contractor: 66C,ISLOA) Telephone: 1z,--- LC MW�0129 Address: 3 D T` l.— 6 Project Description: City, ST, Zip: eotjLD17. L Vt ri w .rtro 3 Telephone: g63� ' S 2 /0 vas State Lic. #: 11,6919 5-10City Lic. #: 'p �� 22' ✓ i OS Arch., Engr., Designer: ?�i�� 2 % 2 at 2 l�y�t�r Address: City, ST, Zip: Telephone: MINOR" '' t� Construction Type: Occupancy: State Lic. #: Project type (circle one): New Adr-'n Alter Repair Demo Name of Contact Person: %� Sq. Ft.: Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Energy Cales. Plans bicked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°d 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 Develope. Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees ICC EVALUATION SERVICE, INC.' Evaluate ■ Inform ■ Protect Los Angeles Business/Regional Office ■ 5360 Workman Mill Road • Whittier, CA 90601 (562) 699-0543 phone ■ (562) 695-4694 fax January 22, 2007 Greg Fantin ER -2621P Director of Sales and Marketing Please reference this number Amerimax Building Products, Inc. on all correspondence 5208 Tennyson Parkway, suite 100 Plano, Texas 75024 Dear Mr. Fantin: In reference to a recent request, the above -referenced evaluation report sated April 1, 2004, continues to be in good standing under the 1997 Uniform Building Code TM (UBC). Reissuance of the evaluation report continues, pending acceptance of technical revisions. If you have any question, please contact me at (562) 699-0543, extension 3275. Yours very truly, Yamil Moya Senior Evaluation Specialist YM/lh . Business/Regional Office • 5360 Workman Mill Road, Whittier, California 90601 662) 699.0543 www,,icc-es.org Regional Office 900 Montclair Road, Suite A, Birmingham, Alabama 35213 8705) 599-9800 Regional Office • 4051 West flossmoor Road, Country Club Hills, Illinois 60478 0708) 799.2305 4 C A R M E L. AT is 0UI.a=a April 18, 2008 Robert Lanphere 52-646 Palazo La Quinta, CA 92252 Plans Approved for, Front & Rear yards , Pool , Spa & Patio Cover Dear Homeowner(s): Congratulations! The Design Review Committee and the Board of Directors'has reviewed and approved with comments, for your submitted plan. Refer to any and all the •:onditions from the Design Review Committee. • Improvements are approved with comments and shall be constructed in tie locations and to the specification as shown on the plans submitted with the application. Ary changes shall be , subject to review of the Architect and Design Review. Committee. ® Drainage patterns shall be constructed and maintained so that no draLiage from the site impacts the adjoining properties and thosedrainage facilities to the common area (street) ; complies with the City requirements. Qn a daily basis during construction, the owner shall be responsible to clear or wash down the property and street frontage so that construction debris, mud,, dirt and other evidence of the construction activity is not present in the front yard and common areas. At the end of `the workday, the front yard and common area (street and sidewalks) shall be clean of construction ` debris. ® All construction workers shall adhere to the rules and regulations of the Carmela Community Association, especially with the regard to hours of construction and vehicular access into the community. The owner/applicant shall be responsible for the work crew du-ing its construction project at the site. ® Enclosed is the Notice of Completion that will need to be fall out.and returned with photos of the completed project to Merit Property Management. Please be sure to review the conditions as outlined by the committee. A copy of the submittal, copy of your plan and exhibits are being sent to the Board of Directors. A copy is sent to you for your files. -A copy of your submittal will also be maintained at the management office. Thank you for your community spirit. Should you have questions, please call me at (760) 8342490. For the Architectural Review Committee, Mary Wilker _ Property Administrator 'x Merit Property Management mwillcer@meritpm.com Merit Noperty Management O 39-244. Leopard Strew, Suite A © Palm Desert, CA 9221 i ' Telephone: ,(76®) 134-2481" o Fax: (760) 834-2495 i Carl Putnam P.E. • 3441 Ivylink Place • Lynchburg, VA 24503 .......... ............: �trn Fs E. ......... . . . .................. ............... ................ ............. January 10, 2008 -Mr. Richard Vorisek Amerimax Building Products 28921 US Hwy 74 Romoland, CA 92585 Dear Rich The standard plans, Amerimax Building Products Patio Covers Carports and Commercial Structure Enginering, is in compliance with the 2006 International Building Code and the 2007 California Building Code. These plans have been submitted to IA:,C and are under review for an Evaluation Service Report conforming to the 2006 IBC.. . Please contact me at (434) 384-2514 or at cadputnamO-comcast.net r you require further information. Sincerely, Carl Putnam, P.E...: ° quill Cj . 35 s, CIV c� qTOF JAN IDUName: /[ 0"5t r N Date: Address: 'Z- K L Lic. No. 565590 City: State: 34800 Judy Ln. Phone: (760) 328-3639 phone: cp k—DL ,4�4T Cell: Cathedral .City, CA 92234 Fax (760) 328-4525puce:. �... - a- • _ .�. Z-4� 6 . Eat /1 c r— 00 i 40 It .6 .� - 9 c Glue N &14-f&.doo 13 [-A-rr?a � � 6,t ez ' ' . Zyj' JLC Q� p''�.�. �("a� f�' w�A� r — �`GiifC _/_+o� L•y!-•� � _ 't� .. _ Rr roe 4 2 ¢(.J lc," eta r»L �GQ¢r S �L ern g�ss&r �F Cw1+ . _6 Name: �d 1¢Gt�ctict �BAddress:. Z- L `Lic. No: 566590 city: 34800 Judy Ln. - Phone: (760) 328-3639 Phone:.o Cathedral City, CA 92234 Fax (7.60) 328-4525 place: Date: State: at,., vl Cell: 0 L16' ALTERNATE 3' SO. POST CONNECTOR BRACKET I (6063-T6 ALUM. AHOY) 0. 1.575" 2.5' 060 0.041x3'x3'- STEEL POST 3/8' BOLTS W/ 1' DIA. x 3/32' THK. STL. WASHER TO 8' STEEL 'C' BEAM • 5.5" SEE TABLE 7.4 COLUMN 'N' FOR QUANTITY 2,35" FOR #14 SELF DRILLING SCREWS SEE TABLE 7.4 COLUMN '0'. DETAIL 3" X 8" — 1 . FOR ATTACHED STRUCTURES POST TO WRAPPED 3" X 8" X 12 or 16 GA. 'C' BEAM HEADER CONNECTIONS 3"X 8" BOX BEAM WRAP 12 OR 16 GAUGE _ C BEAM 50 KSI 9918 3". X 8" X 12, 16 GA. STL. 'C' BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM 3", 4'. 5" 3". 4" or 5" 0.188" l TYP. L L21 3", 4" OR 5" STEEL POST Fy=36 KSI 0.750" 1. 0.750' —T 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY — OR #14 SELF DRILLING SCREWS SEE TABLE 7.3 COLUMN 'G' FOR QUANTITY 2' x 4' Stud — S DETAIL AWO RIM E u ` EAVE OVERHANG for L MM Covers1r' 2x W000 ■ 10 pef FRAMING 11/2 DOUGLAS FIR-LARCH FASCIA24" DOR/ BTR - L MR YAVIUII1 , I I sM ueua a -OVERHANG SEE ' SCHEDULE O RIGHT L 17 ALTERNATE EAVE ATTACHMENT 0 SIMPSON A34 ADD TWO CONNECTOR 16D NAILS • DR EQUAL E EACH RAFTER OR TRUSS 1/2' FASCIA WOOD FRAMING DETAIL "A" a - 110 9M MS. 3 TACH LEO Of CONNECTOR - TYPICAL HEADER SPLICE DETAIL - L19 2- !14 5H1S o 0 EACH SDE 3.5' MIN 25' MIN PENETRATION INTO WOOD FRAMING SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 3' X 8' HEADOI o 0 ON 2UC 6�OHSIDEPIATES iI 3' COUJUN s9w0tt POST Seal with pernanently fIQx9Ke & waterproof sealant 2' x` 6' Ledger Board (optional for lattice patio covers if LAG SCREWS use 1'0 washers to attach rafter 1.00'min. brackets) 3/8' Lag Screw ATTACH LATTICE COVER AS PER L7 Completely Seal with permanently flexible L waterproof sealant 1.00'min. {� Synthetic Stucco or Lam- other non -Structural covering (t' nax. thick) Sheathing STUCCO ATTACHMENT DETAIL L22 WITH LEDGER BOARD Uveignowl.oad01ST E Wind Load EAVE OVERHANG for L MM Covers1r' . 18" 24' 30" 38" 10 pef F2.4 3 -1 11-1(r 90 MPH E)ip B 2r 22 10-11' 18'-8" 13'-r 2r 2r 2r 2r 2r 10 pet 11'- r-8---jr- 0- 90 MPH Exp C 20 2r 2r 2r 18'-8" 13'-r 2x8 2r 2r 22' 221 27 2OW 2K4 0' fr4r X411' 110 MPH Exp C 24 22' IV -4* 12 10" W4- 64r 20 2r 22' 2r 191-8' 1e-4" P� -1' - 0 120 MPH Exp C 2x8 2r 14=r 10'-2" r -C e-4' 2x8 27 22 217-5" 16'4r 1r-1" 30 psf 2x4 77 4'-1' 01-1 130 MPH Exp C 2x8 18'-3' 1 r-1 r V_r s -V C-( 2x8 2r 22 1644 17-7' W4r 40 -r -9' 1.T 3" 0 . 130 MPH Exp C 2x8 13'-3' 8 8' e s Y -W r-4" 2X8 16-r 1r -r it -r V-1111 8'-r 130 MPH Exp C 2x8 8'-3' 5-_c 3'_" I 1'-10" 0':9" 2X8 11=11" 114r r-6' W -r T -r BE 14 SMS 00 �- 3" X 8" BOX I' BEAM HEADER ALUM. "H„ �. 6 BRACKET �- 3"X 3" ALUM. I' L POST O6, n 3 • .� L23 ALUMINUM 'H' BRACKET FOR CONNECTING POST TO HEADER (6063-T6 ALUM. ALLOY) �� I �BN C PROD SUITEPLAN1 OTEXAS 750ARKWAY 24 NTS T02-2006 2 of 3 ZcSEE TABLE 74 FORREQUIRED rASTENERS@ LATTICE(3105-1426 ALUM. ALLOY) .048 MIN.TWO #8 SMS rtpOR EACH SIDE0.032- ASTM A-653 Fy-40 KSIOSTEEL CONNECTOR FOR WOOD POST C014NECTION1(mv" 31r FOR 3'X RWMQ HEADER @ RAFTER & SIDEPLATES 'CIL(3004 (3004-H36 ALUM. ALLOY) G POSTwa RAFTER HANGERFOUR 48 SMS RAFTER TO LATTICE To RAFTER CONN.HEADERlalPulaSEE TABLE ALUM ALLOY WE0.93SCH 2 X IW"qH f 0.724! 0%% SCHEDULE EMBED INTO WWD STUD SII,SEE TABLE 7.6 COLU"Nswo usED, w\r x 6 t1r R*7m BRACKET LASED W VX8, ANC41 FOR QUANTITY SIDE 3.00AND 3'x3* RAFTERS 0.931-56 ACMSS In= 11cm IM" OK _� ' _-�MILD EW21)r - No. of Se saaw S 90 ZC6 3x8 17 is is Is is IS f IT Is PC. M042 lz is, is 5, lor is ]17 of X14 6, WPC I 1 _� ' _-�MILD EW21)r - A-653 STEEL) 1 00 00 NO Mr. ONE ON EAX UK IF 0 POST (L914 ATTACHED STRUCTURE POST Jn St4 SW-MnA.ING SCREW CIVIL Sm 106 PLANO. YOU 75OU ED RE POST 'TO DECKNG TO DECK FLOOR JOIST POST ALTERNATIVE.FOR- or CALW MAP SEE GENERAL NOTE #19 SLAB ATTACHMENT ONLY NTS rts Connection Dewils ComPF Com rcial Lattice Structures For aV�&po m*e 576=/ "WLT01*-200W__ wan I , LA7i10E 2.0 POST SPACINGS g0 0.042'X3'4" Box Detel 1 Double 0.047Xd'St8" ox Beam De 2 Oouble-0.03Y'WU.826 Box Beam Detail L12) 0.047k3"1®" Box Beam Detail L1 Double 0.042•x3'A" Box Beam DBtaB L1z Dade 0.032 -X2 -A.825 Box Beam TABLE 21 Attached Freestanding or Attached Freesfendlrg or AOedied Freeetandirlg or TABLE 21 Freestalldirlg or Attached Freestanding or Attached Freestanding or Structure MuPo n Units Sfnudkae MuOi Unite Structure MuIOs Units Structure Multia UNLs Struchm MutOs Units Structure Mulft an Units GROUND TRIG MAX POST W1x MAX POST LENGTH MAX MAX POST LEr10TH MAx MAX POST LENGTH GROUNO TRIG MAX MAX MAX POST LE71G711 MAX MAX Pair LENGTH ►nix MAX POST LENGTH SNOW WIDTH POST REM POST MIN FOOTER 8 I id ( 17 POST MM FOOTER g I 101 I 17 Posy MM FOOTER 6' I id ' 17 SNOW WIDTH POST PosT MM FooTEa a I 101 I 17 POET MM FOOTER e I 1d I 17 POST MM FOOTER 8' I 10 I 17 LOAD (F7) 6PACM0 FOR 6PACM POST 6� CONSTRAINED BPACIN PO SIZE CONSTRAINED F SPACING POS 6QE CON87RAMED F LOAD (FT) SPACING FOR SPACM P 61ff CONSTRAINED FOO BPACIN POST 6QE CONSTRAINED F 6PACM O Si CONSiRAINFD F (PSF) ON SLAB SLAB (FT) TYPE •d •d I Y I •d (FT) TYP 'd •d I 'd I •d (Fn TYP 'd 'd I -d I •d (PSI) oN SLAB SkAe (Fr) •d 'd I 'd 'd (Ff) TWE •d •d 'd ' 'd (FT) •d •d I •d ' ,d 26 4 T.7 A R1• A 15 23 24 25 174i' C 16 29 26 2B T-0' B 16 b 24 26 6-0' 4.6 84• A 6'41 B 15 22 24 25 114• C 18 28 27 28 T-1' B /6 22 24 25 A 5 6-0• A 6'-11' B 16 22 23 24 1 1r4 C 18 25 27 20 6.8' B 18 22 23 24 51-0• 6.6 6.7 A 6S1 B 16 21 23 24 S4T C 18 26 26 27 6-0"a 26 18 21 23 24 B 6 r-0• A 8-0'8 a-1' 16 21 22 23 a-1' C 18 24 26 27 6'-r B 18 21 22 23 18 6.5 4'-0• A 4'4r B 1621 25 22 23 641• C 1B 24 Z6 28 6.7 B 18 21 22 23 21 7 4'-1• A 44• B 15 20 21 22 6-0' C 1B 24 25 26 r-10 B 18 20 22 22 7J 7.6 Y-10 A 41' B 16 20 21 22 T -T C 18 23 25 28 4'-r a 18 20 21 22 23 a 3'-r A 3'-10 B 16 20 21 22 T.7 C 19 23 21 26 1'-9' B 18 20 21 22 6.101 6.5 34• A T4• B 16 1B 20 21 8'-10 C 18 23 24 26 4'-1' B 16 20 21 22 c B 6.7 A 3'-0• B 16 19 20 21 64' C 18 22 24 25 Y-11' B 18 19 20 21 20 9.6 3'4T A 311• B 16 1B 20 21 8.7 C 18 22 23 24 Vmr B 18 18 20 21 23 10 7-10 A V-1• B 16 18 20 21 T-111 C 1B 22 23 24 74" B 18 1B 20 21 24 11 7-T A 7-10 B 16 18 1B 20 6'b1 C 18 21 23 24 TIr B /8 18 19 1 20 25 4 7L7 A 711• A ' 16 24 25 27 17-0' C 18 28 29 30 T? B 18 24 25 28 4.6 6-0' A 6$ B 18 23 25 26 114' C 1B 27 28 30 T-1' B 17 23 2S 26 1V 21 A 8-11' 8 18 23 24 25 101-0' C 20 28 28 28 W -W B 17 23 24 25 6.6 -- 61-7 A 51-0• B 18 22 24 25 9`-0' C 20 28 27 28 8-0' B 17 22 24 26 . 8 4'-0• A 6-0' B 18 22 23 24 a-1' C 20 25 27 28 5*4" B 17 22 23 24 6.6 4'S A 4'4• B 18 22 23 24 8.41' C 20 25 27 28 6-2• B 17 22 23 24 7 1.,. A 44' B 16 21 22 24 6'4• C 20 26 26 27 4'-10 B 17 21 23 24 7.5 3'-10A B 4'-1• B 18 21 7J 23 T -T C 20 24 26 27 4'-r B 17 21 22 23 6 317, A 7-10 B 18 21 22 23 T.7 C 20 24 25 27 44' B 17 21 22 23 &6 34• A S-0' B 16 20 22 22 6.101 C 20 24 26 26 4'-T B 17 20 22 23 8 3'.2• A Y-0' B 18 20 21 22 84 c 20 23 26 26 3•41' B 17 20 21 22 9.6 3'-0'A 18 3'J• B 18 20 21 22 8.T c 20 23 24 28 3'4r B 17 20 21 22 10 7-10 A T -i• B 1B 2.0 21 22 51-11• C 20 23 24 26 3'8 B 17 20 21 22 11 7-r A 7-10 B 16 10 20 21 6'4P c 20 22 24 26 6-0• B 17 1B 20 21 12 7-C A 7-r B 17 19 20 21 6-0• C 20 22 23 24 31-M B /7 18 20 21 ucNamLIIWIRY4:IIVH.Ir'VR Inca= mm=* 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.9 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 6. DETERMINE TRIBUTARY WIDTH FROM TABLE 22 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 21 THAT HAS ADEQUATE POST SPACING. T. USE THE APPROPRIATE FOOTER SIZE SHOWN. .ut 60 1 3'-0• A 34' B 12 19 20 21 Bd• C 14 22 23 26 3'-0• B 12 1B 20 21 21' 4.5 7-0' A Y-0' B 12 18 20 20 B-0' C 14 22 23 24 314, B 12 19 20 21 8 57Z* 7-0' A 74r B 12 16 18 20 6-2' C 14 21 22 23 S-1- B 12 16 18 20 B.6 6.6 7.7 A 74• B 12 18 1B 19 r-0' C 16 21 22 23 7.10 B 12 18 19 20 4' 6 7N A Z'S' B 12 17 18 18 4'$ C 16 20 21 22 7-r 8 12 17 18 19 Ir 6.6 1'-10 A 2N' B 12 17 16 1B 4=1' C 16 20 21 22 7-0• B 12 17 18 19 126' 7 14• A 1'-11' B 12 17 1B 18 Y-10 C 16 2D 21 22 7-0' B 12 17 16 19 6.6 7.5 1=r A 11.10 B 12 18 17 16 3'-T C 16 19 20 21 7-1' B 12 17 17 18 17 6 1-0' A 116' B 12 16 17 16 34' C 15 19 20 21 747' B 12 18 17 16 16.6 6.5 14• A fur B 12 17 18 18 3',7 C 16 19 20 21 1'-10 B 12 17 1B 18 9 14' A 1'-0' B 12 17 18 19 7.0' C 16 18 20 20 1'-0• B 12 17 18 19 80 4 T-0' A 341 B 12 20 21 22 8-T C 16 23 25 26 647' B 13 20 21 22 21' 4.5 7-0' A SIV B 12 18 20 21 6'4• C 16 2] 24 26 8'S' B 13 20 21 22 8 6 7-0' A 7-0' B 12 18 20 21 6.7 C 16 22 23 26 3'-1• B 13 10 20 21 B.6 6.6 74' A 74i' B 12 1B 20 20 447' C 16 22 23 24 7-10 B 13 /8 20 21 4' 8 74' A r -r B 12 18 10 20 4 C 18 21 23 24 7-r B 13 18 18 20 Ir 6.6 1'-10 A 7-1' B 13 18 18 20 4-1• C 16 21 22 23 7-0' B /3 18 18 20 126' 7 1'8' A V-11• 8 13 17 18 IB T-10 C 18 21 22 23 7.3 B 13 18 1B 20 6.6 7.fi 1'-r A 1'-10 B 13 17 18 18 T -r C 18 20 21 22 7-1' B 13 17 1B 19 17 8 /4' A 1.6' B 13 17 18 19 6-4' C 18 20 21 22 747' B 13 17 18I 1B OVER- HANG uMls an and Froeshndin 817uipeon Maximum TABLE 22 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN 6111ICTURE8 POST Food Hel" 6 S IV 11' 17 13' 1r 16 18 17' 18 19' 2V 21' 27 IF 1' 4.6 6 6.6 8 6.6 T 7.6 6' 8.61 P8.6 IV 10.6' 11' 1' 4.61 6' S.6 8 6.6 T 7.6 a 6.6 S Bb' td 10.6' 11' 11.5 7 6 6.6' S 6.6 T 7.6 8 8.6 9' B.6 id 10.6' 11' 11.6' 17 5 6.6 6 SS T 7.6 8 8.8 9' 8.61 10 10.6' IT 11.5' 17 126 4' 8 0.6 T 7.9 6 L6 49.6 101 10.6' 11' 11.51 17 126' IV 6 6.6' T 7.6 8 &T Ir B.6 10, 10.6' 11' 11.51 17 I2.F 1Y 13.51 6 T 7.6' 6 8.6 9' 9.8 10 10.6 11' 1L6 17 126' 17 1&6 11' T 7.61 6' 8.51 d 9.6 Id 70.6 11' 11.6' 17 12.6' 13' 1&6 /4' 14.6 6 r 6.6 a 9.5' td 10.811' 11.6' 17 126' .13' 13.6' 14' 14.6' 16 Ir L6 r B.6 it 10.8 11' 11.6 17 12.6 15 13.6 tr 11.6 16 15.8 td 8' 9.6 10, 10.6' 11' 11.6 17 126' 17 19.6' 14' 14.6' 16 16.6 18 S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 24 9. FIND THE O/CSPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 21 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE Post Requlremerrs for uMls an and Froeshndin 817uipeon Maximum Mex POST Food Hel" MLEIA4 Steel Clover d - 23" 17 O A• Steel Clover d = 23• 8• E Ci"Steel re d = 37" 15 F 4• steel S care d = 4a' 8 Steal uare d = 49" 18' H Amerlmax Bu6ding Products Cad Putnam, P. E. 6208 Tennyson Parkway 3441 hrygnk Place Plano, Tiums 76024 Lynchburg, VA 24603 (434) 384-2614 eadoutnamecomcastil L12) FEB 0.4 2800 7/812007 Page 3 of 9 L'AMCE 20 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL CnVFR12 1M On uoM Mnun Aoees 0.0427c3W Bax Beam L1 " Doub a 0.042")a Box Beam Detail L12 a 0.032'5Q 5 .825' Box Beam(Detei Li2) 0.042 S® Box 1 O.OQ")(3W Box Seam IDetall L12 Double 0.032' Q'k8.B25' ox Beam etal TABLE 2.1 Atfarhed Free3twx" orAttached Freestendng ar Attadled Freestanding or TABLE 21 A0ecflad FreeShMng Or Attadled Finastend(ng or Attedled Freestwd g or Struchre Mutt15 Units Structure MuHI Units Stnxitre M Units S1nldlre Mulflspm Llrt3 Sbvchlre MUUsM UNts Structure imumsm Lwts GROUND TRIS MAX POST MAx MAX POSTLENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND TF MAX MAX MAX POST LENGTH MAX MAX POST LENOTN MAXLL ENGTH SNOW WIDTH POSE RE09 POST MN FOOTER S I 17 17 POST MN FOOTER T I 17 I 17 POST MN FOOTER S I 10 17 SNOW WIDTH POST POSTAFOOTER Y 17 I 17 POST MN FOOTER a I 17 I 17 POST I 17 LOAD (FT) OPACNO FOR 6PAC POST 61ZE CONSTRAINED F BPACI P08 SIZE CONSTRAINED FOO BPACN POS 6RE CONSTRAINED FOO LOAD (Fn SPACING FOR 6PACN611E CW461RAO4EDFOO SPAC POST BILE CON87RANED FOO SPACNO FOOTER (PSF) ON SLAB SLAB (Fn TYPE 'd •d •d 'd (Fn TYPE •d •d •d Yh N h h (� .d F h ii (PSF) ON BIAS BLAB (FT)N •in h h (� ME F h -d .h 00 NPN Fxwrta� iwF w (Fn 'd 10 4 LIVE 4.5 6 5.5 6 45 7 7.6 a 0.5 9 9.6 10 11 42 Irv. 16-1' 17-T 124' 114' 17$ 74• 7--1• Td S-0• 7'd• T'�T S? Sr 4x I A A A A A A A A A A A A A A s 173'A 11' 2 173' 7-7" 5-11' Sr T-11' 71d T-11 ST Sa• 8'-1' 5-17 S4' ax A A A A A A A 1 A A A A A A 16 10 10 15 10 19 19 19 19 19 19 19 19 19 26 25 25 25 24 24 23 23 23 23 22 22 22 21 20 27 27 25 25 26 26 24 24 24 24 23 23 23 29 28 26 27 27 25 2a 20 25 25 26 24 24 24 173' 1Tr 1r -r tv-r 1S.T 14'3' 13'-7• 17-11' 124• 11'4• 11'3' 17-17 17.6• 74' B B B B B B B B B S B B a B 21 21 22 22 22 22 22 22 23 23 23 23 23 23 29 29 20 20 28 27 27 27 2a 2a 2a 25 25 26 31 31 30 30 20 20 28 28 28 1 27 27 27 27 20 32 32 31 31 31 30 30 29 20 29 2a 2a 29 27 17-11• 11'-11• 111-0• 173• 7d 9-1• S -T a'-1' 7--0' T4• T-0• 6'i• ME' 5-11' A A A A A A A A A A A A A A 16 10 19 19 19 19 19 19 19 19 19 20 20 20 20 25 25 24 24 24 23 23 1 23 23 22 22 22 21 27 27 20 25 25 26 25 24 21 1 24 24 23 23 23 29 26 28 27 27 25 26 20 25 25 25 24 24 24 30 -_ 4 4.5 6 5.6. a 45 7 7.5 8 46 0 9.8 10 11 --_a'-0• 514' 4'-10• 1'4' 44r 34' YF 3*.7 Y-0• ?-17 21' 24' TV 7.7 _ A A A A A A A A A A A A A A 6'.7 Tor 6'-1' 4-0' 4r rr 31-0' 34r Y.T Y-1' 7-11• Z4r Tor 7.61 B B B B B B B B B B B B B B 14 14 14 14 14 N 14 16 16 15 1: 18 18 16 22 22 21 21 2D 20 18 19 19 19 18 1a 1a 18 23 23 22 22 21 21 21 20 20 2D 19 19 19 19 21 24 23 23 22 22 22 21 21 21 20 20 20 20 10-11' 7.11• 91.T Cd' r -10'C T4' ?-11• 6'4' B.T T-10' RT S-4' S-1' 4'-0• C C C C C C C C C C C C C 17 17 17 1a 1a 10 to 10 1a 18 10 1a to 10 25 25 24 24 23 23 23 22 22 22 22 21 21 '21 27 2a 20 25 25 24 24 24 23 23 23 22 22 22 26 27 27 25 29 28 25 25 24 24 24 24 23 23 6'-' 7-7 S -T 6•-? 4'A' 1'S /2' Y-11' 3-4r Yd• Y3• Yr Tor 74r B B B B B B B B B B B B B B 15 16 15 15 15 15 16 15 15 15 15 16 15 15 22 22 21 21 20 20 20 19 19 19 19 1a 1a 1a 23 23 22 71 21 21 21 20 20 20 20 19 19 19 24 24 23 23 22 22 22 21 21 21 20 20 20 20 23 24 25 26 A 20 21 21 I I to I t'd A I 41' I A I 19 I 20 121 I 22 I 7'd 8 21 24 Za 1'-7' B 20 2D 21 22 20 20 2712 22 10 4 1T4Y• A 1 12.TA A 19 27 29 30 171- B 22 31 32 34 17-11• A 19 27 20 30 LIVE 4.6 15-1• A 11'? A 10 27 26 30 iS.7 B 23 30 ' 32 34 11=11• A 20 27 20 29 6 13* -T A 174' A 16 26 2a 29 1T3• B 23 30 32 33 11'-0' A 20 Zd ZO ZO 5.5 174• A 7-T A 20 26 27 29 1Sr B 23 29 31 33 171• A 20 28 27 28 a 114• A ar-11• A 20 26 27 2a 151r B 23 29 31 32 7-0' A 20 25 27 25 Q6 176• A S1' A 20 25 20 28 144' B 24 20 30 32 9-1• A 20 25 28 29 7 74r A T-11' A 20 25 20 27 1Y -T B 24 28 30 31 S -T A 20 25 25 27 7.5 7-1• A 7-61 A 20 24 28 27 17-11• B 24 28 20 31 S-1• A 21 24 20 27 a S4r A T-1• A 20 24 25 26 174• B 24 27 20 30 T-0• A 21 24 25 25 0.6 S4• A S-0• A 20 24 25 20 11.4r B 24 27 29 30 T4• A 21 24 25 26 0 Td• A a1w A 20 23 25 20 111.T B 24 27 28 30 T-0• A 21 23 25 28 9.6 Tr A S-11 A 20 23 24 28 17-17 B 24 27 20 29 ST A 21 23 24 28 10 S$ A 5-10' A 20 23 24 25 IMP B 25 28 28 20 SS A 21 23 24 25 11 Sr A S4• A 20 22 24 25 7-0• B 26 26 27 20 T-11' A 21 22 24 25 12 Tor A 61-0• A 20 22 23 247-0• S1' B 25 25 27 28 S4' A 21 22 23 24 13 Sr A 4W" A 20 22 23 24 arc• B 25 25 22 23 SrI A 21 22 23 24 14 4'-1T r -'E A 1'4• A 20 21 22 23 T-11' B 25 26 iL� 4-10• B 21 21 23 24 --16 241 A 4'-1' A 21 21 22 23 Td B 25 26 21 1 YJ' B 21 21 22 23 20 4 5-11• A TS A 16 23 24 28 17-17 B 18 26 29 20 C-1• A 1a 23 24 26 LIVE 1.6 T-11• A Sd• A 16 23 24 25 11'-0• B 14 28 27 29 T4• A 16 23 24 25 5 T-1• A a'-1• A 16 22 23 24 17-17 B to2S 27 27 28 S? A 16 22 23 24 5.6 Sal A 64r A 16 22 23 24 17-1• B 19 26 28 28 S.T A 16 22 21 24 a T-11' A Sr A i6 21 22 23 7fi' B 19 26 20 27 S.P A 18 21 22 23 S.6 Sb' A 4'-10• A 15 21 ?2 23 5-10' B 19 24 26 27 Sa• A 18 21 22 23 7 5N• A 4'd A 16 20 22 23 S4• B 10 24 25 28 6-1' B 18 21 22 23 7.5 4.11 A r -r A 18 20 21 22 T-10' 8 19 23 25 28 4'? B 18 20 21 22 a 4'a• A 4'O A 18 20 21 22 Tb•8 19 19 23 24 28 4'4 B 1a 20 21 22 46 4'r A 3=17 A 18 20 21 22 T-1• B 11 24 24 26 P.YB 10 18 20 21 22 9 3'.11' A Y31 A 18 19 20 21 S4• B /9 ?a N Y4• 4'-1• B 10 10 21 22 9A T-0• A Y8 A 15 19 20 21 S4' C 19 22 24 26 3-10• B 18 /0 20 21 10 Td' A T1' A 18 19 20 21 " C 19 22 23 24 T.a'B 10 18 10 20 21 11 Tr A 3W A to 18 20 20 6. 8 C 19 22 23 24 T$ B 10 19 20 21 12 7.11' A Xur A 10 18 10 20 S1' C 10 21 22 23 1-1• B 18 18 10 20 13 2'd' A 2d' A 10 18 20 20 4-17 C 19 21 22 23 2.11' B 18 18 20 20 14 2'd' A 24• A 18 19 20 21 4' 71 C 20 20 22 23 74r B /0 10 10 21 16 241 A ?r A 10 19 20 21 4'1• C 20 201 21 1 22 JIL ?a' I a 18 /0 20 Z1 30 w 4 ^ a1W Rc y A Sr B 15 23 24 28 17-11' C 15 27 2t 20 a'�' B 15 22 23 2t 4.5 S4• A Sd B 16 23 24 25 7-11• C 15 26 26 29 Sr B to 22 23 21 6 4-10' A S-1• 8 15 22 23 24 7r C 19 28 27 28 S -T B 10 21 22 23 i6 14' A rd B 15 22 23 24 T4P C 19 25 25 28 6'r 8 /5 21 22 23 a 4(r A 4-T' 8 16 21 22 23 7-17C 19 25 20 27 r -r B to 20 21 22 0.5 34' A 4'-0 B /5 21 22 23 T4' C 19 24 20 27 r4r B to 20 2122 y 7 YS' A 74r B 16 20 22 23 5-11' C 19 24 25 25 Pr B 10 20 21 VI 7.5 Yr A Y-0' B 15 20 21 22 6'8 C 19 23 25 28 7-11• B 10 10 20 21 6 3'1' A T3• B 1a 2D 21 22 Sr C 19 23 24 W Y1' B 15 19 20 21 a.5 7-1T A TV B 10 20 21 22 5-10' C 19 23 24 25 Tor B 10 10 20 21 9 2 r A 7-1I" B 10 19 20 21 S -T C 10 23 24 25 Y4• B 10 /0 20 20 9.5 2'16" A 731 B 10 10 20 21 S4' C 19 22 24 26 Yr B 10 15 19 20 10 7$ A 7d' B 15 /9 20 21 S-1' C 19 22 23 24 74r B 10 is 10 11 7r A 7-57 B 10 19 20 21 44' C 19 22 23 24 74" B 1a 15 1 19 1 20 12) v of FED 0 4 2008 1 1 • J LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES n nn.1",nn..c eee" a"ae. n.A..Bla,.e,.\' 0 032")2"X6 625" Rafter MuMs an Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" r-11" r-11" 7'-0n 6'-1a LIVE 20" 9'-0" 9'-0" 8'-0" 7t.0- 20 16" 10'-5" 10'-5" 9'-0" 8'-4" LIVE 12" 12'-6" 12'-8" 111-6" 10'-2" 20 24" 4'-8" 4'-8" 4'-8" 4'-8" LIVE 20" 5'-5" 5'-5" 5'-5" 5'-5" 30 10" 6' 6" 8' 6" W 6" 6'-5" 12" 7'-11" 7'-11" 1 T-11" r-11" 25 24" 4'-0" 4'-6" 4=6" a'-6" 20" V-2" 5'-2" 5'-2" 5'-2" Lj:hO.040" 16" 6'-2" 6'-2" 6'-2" 6'-2" 12" 7'-8" 7'-e" 7'-8" 7-8- 30 24" 3'-10" 3'-10" T-10" T-10" 20" 4'-0" 4-0" 4-6a 4-6a 16" 5'-4" 5'-4" 5'-4" 5'-4" 12" 6'-8" 6'-8" 6'-8" 6'-0" 40 24" T-0" 3'-0" 3'-0" " V-0" 20" 3'-6" 3'-6" -6 3_60 T-6" 16" 4'4" 4'-3" 4'-0" 4-3- 12" 5'. 8'-2" 5'-4" 5'-4" 60 24" 21" 2'-0" 2'-0" 2'-0" 20" 2'-5" 2'-5" 2'-5" 2'S" 16" T-0" 3'-0" 3'-0" T-0" 12" T-10" 3'-10" 3'-10" T-10" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 11'-811 11'-8" 11'-8" 1 V -3 - LIVE 20" 13'_1" IVA" 13'-1" 12•-r 20 16" 154" 154" 15'-0" 14'-4" LIVE 12" 17'-9" 17'-9" 17'-9" 16'-10" 20 24" 7'-3" T-3" 7'-3" 7'-3" LIVE 20" 8'-3" 8'-3" 8'-3" 8'-3" 30 1R" 7'-9" T-9" 7'-9" 7'-9" 12" 10'-3" 10'-3" 10'-0" 10'-2" 25 24" T-0" T-0" T -0n 7•-0" 20" r-11" 7'-11" 7'-11" 7'-11" Lj:hO.040" 16" 9'4" 9.,4.. 9.-4a • 9.4.. 12" 11'-0" 11'-3" 11'-3" 11'-3" 30 24" 6'-1" 6'-1" 6'-1" 6'-1" 20" 7'-0" T-0" T-0" 7=0" 16" 8'-2" 8'-2" 8'-2" 8-2- 12" 10'-0" 10'-0" 10'-0" 10'-0" 40 24" 4'-10" 4'-10" 4'-10" 4'-10" 20" 5'-7" 5'-7" 5'-7" 5'-7" 16" 6'-8" 61-8" 6'-8" 6'-8" 12" 1 8'-2" 8'-2" 8'-2" 8'-2" 80 24" 2'-1" 3-5" 3'S" T-5" 20" 2'-6" 4'-0" 4'-0" 4'-0" =24"3'-�5" T-1" 4'-10" 4'-10" 4-10" 12" 4'-1" 6'-1" 6'-1" 6'-1" I N ,LQ 1. 1 SINGLE SPAN TABLES cncn e..a-. /e:....le 0-1 n 032' x7vR 625" Rafter Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s In 90 110 120 130 10 24" 10'-3" 8'-1" 7'-0" 6'-1" LIVE 20" 11'-10" 9'-3" 8'-0" 7'-0" 20 16" 13'-2" 10'-10" 9'-0" 8'-4" LIVE 12" 15'-2" IVA" 11'-0" 10'-2" 20 24" 5'-2" 5'-2" 5-2" 5'-2" LIVE 20" 6'-3" 6'-3" 6'-3" 6'-0" 30 16" 7'-9" T-9" 7'-9" 7'-9" 12" 10'-3" 10'-3" 10'-0" 10'-2" 25 24" 4'-11" 4-11" 4'-11" 4'-11" 20" 5'-11" 5-11" 5-11" 5'-11" Lj:hO.040" 16" 7'-5" 7'-5" 7'-5" 7'-./r" 12" 9'-10" 9=10" 9'-10" 9'-10" 30 24" 4-1" 4'-1" 4'-1" 4'-1" 20" 4-11" 4'-11" 4'-11" 4'-11" 16" 8'-2" 6-2" 6'-2" 6-2" 12" 8'-2" 8'-2" 8'-2" 8'-2" 40 24" T-1" 3'-1" 3'-1" 377 20" 3'-8" 3'-8" 3'-8" 3'-8" 16' 4'-8" 41-13" 41-8" 4'-6" 12" 6'-2" 6'-2" 6'-2" W-2- 60 24" 2'-1" 2'-1a 2•-1n 2•-1" 20" 2'-6" 2-6" 2-6" 2' 8" 16" T-1" 3'-1" 3=1" 3'-1" 12" 4'-1" 4'-1" 4'-1" 4'-1" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s In 90 110 120 130 10 24" 14•-7" 14•-r' 14•-1n 12' -7 - LIVE 20" 16'-0" 16'-0" 15'-T' 14'-0" 20 16" 17'-9" 17'-9" 17'-8" 15'-11" LIVE 12" 19'-0" 19'-0" 19'-6" 18'-6" 20 24" 9'-4" 9'-4" 9'4" 9'4" LIVE 20" 11'-2" 11'-2" 11'-2" 11'-2" 30 16" 17-8" 12'-8" 12'-8" 12'-0" 12" 14'-7" 14'-7" 14'-7' 14'-7" 25 24" 8'-11" 8'-11" 8'-11" 8'-11" 20" 10'-8" 10'-8" 10'-8" 10'-8" Lj:hO.040" 16" 12'-0" 12'-5" 12'-5" 12'-0" 12" 14'-3" 14'-3" 14'-3" 14'-3- 30 24" 7'-5" T-5" 7'S" 7'-5" 20" 8'-11" 8'-11" 8'-11" 8'-11" 16" 11'-2" 11'-2" 11'-2" 11'-2" 12" 13'-1" IVA" 13'-1" 13'-1" 40 24" 5'-7" 5'-7" 5'-7" 5'-T' 20" 6'-8" 6'-8" 6'-8" 6'-8" 16" 8'-0" 8'-4" 8'-4" 8'-4" 12" 11'-1" 11'-1" 11'-1" 11'-1" 60 24" 3'-9" 3'-9" 3'-9" T-9" 20" 4'-5" 4'-5" 4'-5" 4'-5" 16" 5'-7" 5'-7" 5' -7".::.b' -7a 12" T-0" TS" T-5" 8'-5" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s in 90 110 120 130 10 24" 15-8" W-6- 151-6" 15'-6" LIVE 20" 17'-3" 1T-3" 1T-3" 17'-3- 20 16" 19'-7" 19'-r' 19'-7" 18'-T' LIVE 12" 22'-1" 22'-1" 21'-5" 20'-3" 20 24" 9'-11" 9'-11" 9'-11" 9'-11" LIVE 20" 11'-2" 11'-2" 11'-2" 11'-2" 30 16" 12'-11" 12'-11" 12'-11" 12'-11" 12" 15'4" 15'-6" 15'-i" 15'-8" 25 24" 9'-7" 9'-7" 9'-7' 9'-7" 20" 10'-10" 10'-10" 10'-10" 10'-10" Lj:hO.040" 16" 12'-6" 12'-6" 12'-0" 12'-6" 12" 15'-0" 15'-0" 15'-0" 15'-0" 30 24" 8'-5" 8'S" 8'-0" 8'-5" 20" 9'-T' 9'-7" 9'-7" 9'-7' 16" 11'-2" 11'-2" 11'-2" 11'-2" 12" 13'-5" 13'-5" 13'-5" IT -5- 40 24" 6'-9" W-9-6'.9" 5'-5" 6'-9" 20" T-9" 7'-9" T-9" 7'-9" 16" 9'-2" 9'-2" 9'-2" 9'-2" 12" 11'-2" 11'-2" 11'-2" 11'-2" 60 24" 4'-11" 4'-11" 4'-11" 4-11" 30" 4'-0" 5'-8" 5'-8" 5'-8" 24" 5'-5" 6'-9" 6'-9" 6'-91, 20" 6.-3.. 8'-5" 8'-5" 8'-5" 0 040")2"x6 625" Rafter n�na.ewon O"An. AI..Ni.nen\ 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'-W 15'-0" 15'-0" 20 24" 17'-2" 1T-2" 1T--2" 1T-2" LIVE 20" 18-2" 19'-2" 1g'-2" 18'-11" 20 38" B'-2" 8'-2" 8-2" 8'-2" LIVE 30" 9' 4' 9'-4" 9'-4" 914" 30 24" 11'-0" 11'-0" 11=0" 11'-0" 20 12W W-5" 1 12'-45" 1Y' -L" 25 36" T-10" T-10" T-10" T-10" 30' W-0" 9'-0" 9'-0" g' -o- Lj:hO.040" 24' 10'-7" 10'-7" 10'-T' 10'-7- 20" 12'-0" 12'-0" 12'-0" 12'-0" 30 36" 6'-10" 6'-10" 6=10" 6'-10" 30" r-10" r-10" 7'-10" r-10" 24" 9'-4" 9'-4" 9'-4" 9'-4" 20" 10'-7" 10'-T' 10-7" 10'-7 40 36" 5'-5" 51-5" 5'-5" 5'-5" 30" 6'-3" 6'-3" 6'-3" 6'-3" 24' T-6" r-6" T-0" 7'-6" 20" 8'-T' 8'-7" 1 8-7" 1 8'-7" 60 36" T-10" T-10" 3'-10"L6-3" Z7 30" 4'-0" 4'-6" 4'-0" 6'-9" 24" 5'-5" 5'-5" 5'-5" 8'-5" 20" 6.-3.. 6.-3a 6.-0a 11'-2" TABLE 1.3 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C s In 90 110 120 130 10 24" 1T-6" 17'-6"17'-4" 15=1 15'-11" LIVE 20" 18'-7" 18'-7" 18'4" 17'4" 20 16" 20'-1" 20'-1" 19'-8" 18'-7" LIVE 12" 22'-1" 22'-1" 21'-5" 20'-3" 20 24" 13'-2" 13'-2" 13'-2" 13'-2" LIVE 20" 14'-5" 14'-5" W-5. 14'-5" 30 16" 15'-11" 15'-11" 15'-11" 15'-11" 12" 1 1T-6" 1T-6" 174" 1T-6" 25 24" 12-10" 12'-10" 12'-10" 12'-10" 20" 14'-1" 14•-l" 14-1" 14•-1" Lj:hO.040" 16" 15'-8" 15'-8" 15'-8" 15'-8" 12' 1T-3" 171-3" 17'-0" 1T-3" 30 24" 11'-2"• 11'-2" 11'-2" 11'-2" 20" 12'-10" 12'-10" 12'-10" 12'-10" 16" 14'4" 14'4" 14-4" 14'-4" 12" 16'-2" 16-2a 16-2n 16•-2" 40 24" 8'-5" 81-5" 8'-0" 8'-5" 20" 10'-1" IVA" IVA" 10'-1" 16" 12'-0" 12'-6" 12'-6" 12'-0" 12" 14'-4" 14'-4" 141" 14'4" 60 24" 5'-7' S'-7" 57 Z7 20" 6'-9" 6'-9" 6'-9" 6'-9" 16" 8'-5" 8'-5" 8'-0" 8'-5" 12" 11'-2" 11'-2" 1 11'-2" 11'-2" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C in 90 110 120 130 10 36" 1T-1" 16'-10" 15=1 13'-7' LIVE 30" 18'-8" 18'-T' 16'-9" 15'-2" 20 24" 20'-9" 20'-e" 18'-11" 1T-2" LIVE 20' 22'-7- 22'-7" 20'-10" 18'-11" 20 36" 10'-3" 10'-3" 10'-3" 10'-3" LIVE 30" 12'-3" 12'-3" 12'-3" 12'-3" 30 24" 14'-10" 14'-10" 14'-10" 14'-10" 20" 16'-3" 16'-0" 16'-3" 16'-3" 25 36" 9'-9" 9'-9" 9'-9" 9'-9" 30" 11'-8" 11'-8" 11'-8" 11'-8" Lj:hO.040" 24" 14'-6" 14'-0" 14'-6" 14'-6" 20" 15'-10" 15'-10" 15'-10" 15-10" 30 36" 6'-2" 8'-2" 8'-2" 8'-2" 30" 9'-9" 91-9" 9'-9" 9'-9" 24" 12'-2" 12-2" 12-2" 12'-2" 20" 14'-6" 14'-6" 14'-6" 14'-6" 40 36" 6'-2" 6'-2" W -2n 6-2" 30" T-4" T_i" r-4" 7'-4" 24' 9'-2" 9'-2" 9'-2" 9'-2- 20" 11-0" 11-0" 11-0 11'-0" 60 36" 4'-1" 4'-1" 4'-1" 4'-1" 30' 4'-11" 4'-11" 4'-11' W-11- 24" 6'-2" 6,-2" 6.-2" 8.-2a 20" T4" T-4" T-4" T-4" I— ..o Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 76024 Carl Putnam, P. E. 3441 Ivyllnk Place Lynchburg, VA 24603 (434) 384-2514 carfoutnarn0comcast ri n WM".n"VA" RnAor tMA" nil /Mulnenan or Sinelal Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C in 90 110 120 130 10 0.024" 11'-0" 11'-8" 11'-8" 11'-8" LIVE 0.040" 16'-6" 16'-0" 16'-6" 16'-6" 20 0.024" 7'-11" T-11" T-11" T-11" LIVE 0.040" 13'-1" 13'-1a 13'-1a IVA' 25 0.024" 7'-8" T-0" r-8" T-8" 0.040" 12'-10" 12'-10" 12'-10" 12'-10" 30 0.024" 6'-11" 6'-11" 6'-11" 6-11" 0.040" 12'-1" 12'-1" 12,-1n 12•-1n .024"L4'-4;5 " 5'-9" 5'-9" 5'-9" 5" 10'-5" 10-5" 10'-5" Lj:hO.040" .024"" 4'-0" 4'-5" 4'-5" .040"" 8'-3" 1 8'-3" 1 8'-3" FES IAOLC I.0 7IW2007 Pagel of 9 3'X8' ALUM HEADER ` 3'X8' STEEL C DOUBLE ALUM HEADER DOUBLE STEEL C BEAM LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER 3.5' CONCRETE SLAB i REWD W/ CONSTRAINED FOOTINGS SME SPAN ARMED LATTICE I ❑'HANG— P DRAROIN MULTISPAN UNITS REFER TO GENERAL NOTE 22. I c�yi, MULTISPAN FREESTANDING LATTICE STRUCTURE IMM •' • RAFTER OVERHANG 6 CIL IS 25X OF J CLEARSPAN LATTICE 36' MAX OVERHANG 24' MAX FOR 30 oa PSF SNOW LOAD OR POST HT HIGHER 14 3'x 8'x 12 or 16 GA. STEEL 'C* BEAM FOR BEAM WRAP DETAIL. DETAIL 'L18'. 3.5' CONCRETE SLAB RE(rD W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE DETAIL L29 ONLY u ,_ RAFTER SPAN 1R SPAN) OR MORE SPANS —2' X 8.825' OR 3' X 8' ALUM. RAFTERS 10 16- 00 w Rill 111ALUM. RAFTERS SEE DETAIL ll SEE SCHEDULE FOR FOOTING SIZE d VERHANG 3.5' CONCRETE SLAB REO'D 3.5' CONCRETE SLAB REO'D w"3T W/ CONSTRAINED FOOTINGS W/ CONSTRAINED FOOTINGS a SINGLE SPAN FREESTANDING I SII PLACE 1- 1/Y 0X 6� LATTICE STRUCTURE .4- SIL BAR AS SHOWN IL FREESTANDING STRUCTURE - ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM TW SEE SCHEDULE FOR SIZE DETAIL L29 ONLY OF CLEAR SPAN CO 39 ej 5208 TENNYSON PARKWAY * # BUQ.DING PRODUC'I9, IlVG SUITE 100 CtVtL PLANO, TEXAS 73024 I�CFCAL�K�� CMP ALUMAWOOD STRUCTURAL INS NONE E CONFIGURATIONS ENGINEERS STAMP 7/6/07 M SCO2-2006 2 OF 2 LEN 75 VARIES OFW+ PROJECTION GTH VARIES SEE SC_�• SEE SCHEDULE FOR POSTS. ALL POSTS TO BE 7571 OF PROJEC11ON 75' OF PROJECTION ►AIN. LEN' GTH N M1N. SLOPE 0.50• D FASCIA y11N. �N FASCIA INSMUD VER MY. MAY HAVE MORE THAN 1 POSTS (PER INTMIMAM BEIM). SCHEpULE SNE �pANEL JOINT P"" . p FCIA OSEE F 10 Su N0. COVER PANEL H MAX•VVER PANEL SIRUMR c! f4p FASCIAOVERFP N9 � "�A HEADER NSTALL + SPACi 0COLUMN ` s ci4� �•? VERTICAL PROVIDE t 1/ �,• DE 1 1/2- DRAIN M.CONCRETE SLAB DRAIN 3.5' CONCRETE SLAB REO'D V/ .REO'D V/ CONSTRAINED -d CONSTRAINED FOOTINGS _ •d I T,�d Jl FOOTINGS SEE SCHEDULE FOR ' SEE SCHEDULE FOR FOOTING SIZE b y FOOTING SIZE. S1NGI,E SPAN ATTACHm STRUCTURE MAX ONANG 25X OF POST RC E FOR VARIES. SEE SCHEDULES f POST SPACING LENG?H 35'NCRETE SLAB FASCIA CANT SPgNV 1-1/1111 x 6' REBAR CONSTTRRAINED FOOTINGS REG'D V/ SP ND SEE SCHEDULE FOR SIZE d' ASC DETAIL AO OR N29 ONLY SNM SPAN FREESTANDING SMJMK PANEL MAY ILITR- OVER PN OVERHANG 25X MI �� 1/2.11 STEEL GT_" VARA p OF CLEARSPAN 2�L BAR (RE-BARci MAXIMUM 25X tJG FOR PM SIZE SEE POST SCHEDULES • f. PROVIDE 1 1/2" SEE SCHEDULE FOR SIZE DRAIN n/ DETAIL AO OR N29 ONLY 3.5' CONCRETE SLAB REO'D W1171- e I 1 HF� IrLCCOOVVEER EL CDNSTRAINED FOOTINGS - rLtQVIDE 1 1 2 3.5' CONCRETE SLAB RENYD V/ 37 PATIO COVERS ARE LIMITED TO 12' CONSTRAINED FOOTINGS I _1_j SEE SCHEDULE FOR SIZE HEIGHT. CARPORTS AND COMMERCIAL PLACE 1- 1/2.11 SIL( - DETAIL AO OR N29 ONLY STRUCTURES ARE LIMITED TO 18' HEIGHT. _ END - - FASCIAER KM coLu o 25X Post t� G vERr1GILLY� COL.IYP. SPACING G9 ', / . �W • s Z 5208 TENNYSON PARKWAY c LVRovroE , 1�2• �= , J� B'UIIDTiV�eR DULTSaI SUITE 100 DRAIN I I �2 0STEEL BAR PLANO, TEXAS 75024 3.5' CONCRETE SLAB REO D V/ - (RE M) 6 9 # UT. CONSTRAINED FOOTINGS _ _ i SEE SCHEDULE FOR SIZE CML aSOLID PANEL STRUCTURAL DETAIL AO OR N29 ONLY ��F( NONE ET CONFIGURATIONS RA SHEET ENGINEERS STAMP 7/6/07NUMBtv SCO 17-2006 1 OF 2 FF 0 1: ung GENERAL NOTES= (CONTINUED FROM SHEET NO 1) 5. CONCRETE MIX. Fc=2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2.2 OF THE 2006 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6' OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE FOUNDATION PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED PER 1804.3.1. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY, REQUIRE FURTHER SOIL INVESTIGATION. 7. 20 PSF AND HIGHER LIVELOAD STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. 8. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 9. STEEL BOLTS SHALL BE ASTM A-307 AND HOT DIPPED GALVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 3000 SERIES STAINLESS STEEL 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. 18. WHERE ALUMINUM ALLOY. PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL, OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A SECTION 6.6.1 19. WHEN ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE PATI❑ COVER IS 750LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 950LBS FOR 90MPH WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12FT. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. 20. ANY UNIT BUILT IN A SNOW LOAD HIGHER THAN 30 PSF AND IN A SEISMIC DESIGN CATEGORY D, E, OR F IS NOT PERMITTED W/0 ADDITIONAL SEISMIC ENGINEERING. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL BRTI lE SeGPE OF TI IIS REPEIRT.. 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATED 'AN' BOLTS. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS 0, U, AND X) MAY BE LOCATED ANYWHERE. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC ESR -5202, ESR -5623 OR EQUIVALENT. 15. ATTACHED STRUCTURES MAY BE ENCLOSED WITH INSECT SCREENING. 16.. ROOF PANELS AND LATTICE ARE CLASS 'B' FIRE RATED. SLIDING SNOW IS BEYOND 22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2006 AND LTO1-2006 THRU LT03-2006.) 1. SEE GENERAL NnTFS, SHFFT 1, CFCTION 4 FOR .LIVE AND SNOW LOADS. 2. OPEN LATTICE STRUCTURES V6LL NOT BE ENCLOSED. �Amerimag * BUII.DIlYG PIiODUCTB, IlVC. 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 unucl,o::.,PAw GENERAL NOTES I ENGINEERS - STAMP IGN02-2006 b"Lu 7/6/07 2 OF 2 A ■� GENERAL NOTES:' _ •' ' 1. DESIGNED IN ACCORDANCE ,WITH THE 2006 'INTERNATIONAL BUILDING CODE 4. THIS ENTIRE ENGINEERING PACKAGE WILL NOT BE REQUIRED FOR MOST BUILDING ' PERMITS. SUBMISSION FOR A•BUILDING PERMIT MUST INCLUDE: 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2000EDITIONOF ALUMINUM a. GENERAL NOTES (2 PAGES) ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. b. STRUCTURAL CONFIGURATIONS (2•PAGES)- c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR. 3. DESIGN LOADINGS - SOLID COVER STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) GROUND SNOW"LOAD DESIGN LOAD d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND 10 PSF 10 PSF LIVE OR GROUND SNOW WIND LOAD 20 PSF 20 PSF LIVE OR GROUND SNOW e. ALL APPROPRIATE DETAILS 25 PSF 21 PSF F. DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 30 PSF 25.2 PSF 40 PSF 33.6 PSF 60 PSF 50.4 PSF _ FOR '0.5/12 > 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 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 4 SHORELINES IN HURRICANE -PRONE REGIONS. SEISMIC LOADING ' MAXIMUM Ss = 1507 SHOWN IN 2006 IBC FIGURE 1613.5(1) ' S1 NOT APPLICABLE. TO THESE STRUCTURES.. - SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM = INVERTED PENDULUM •R=2.0 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE4 000 • _ 5208 TENNYSON P, :.A fi : � AmP.r�maY _...� .__ A ■� Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineering PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2006 GENERAL NOTES GN02-2006 2 PAGES SC01-2006 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2006 ALUMAWOOD STRUCTURAL CONFIGURATIONS 1 PAGE 1 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4 PAGES 2-5 4 PAGES 6-9 3 PAGES LT01-2006 LT02-2006 LT03-2006 1 PAGE 1 9 PAGES 2-11 9 PAGES 12-21 4 PAGES NP01-2006 NP02-2006 NP03-2006 NP04-2006 10 PAGES CD01-2006 CD02-2006 CD03-2006 CD04-2006 CD05-2006 CD06-2006 CD07-2006 CD08-2006 CD09-2006 1 PAGE M1-2006 M2-2006 M3-2006 M4-2006 LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES SOILD COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 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 CONCRETE FOOTING OPTIONS FES a 4 2008 Jury 6, 2007