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10-0183 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T,iht 4 4a Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: �1-� _0_01�3— I3_ �O 7 Property Address: _ _ 78150–CAtLE FORTUNA APN: 770-154-002-2 _000000 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 3671 or Engineer: Applicant: Architect 11A_ ------------------ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 fcommencing with Section 7000) of Division 3 !�the �Buse and Professionals Code, and my License is in full force and effect. License No.: 83- W License Class: D03 (515ate _2LtJ0LAD_ Contractor.—#,_e4(_?1;�4;&vm" 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 fSec. 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 La,w iChapter 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 f$500).: 1, 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, as owner of the property, am exclusively contracting with licensed contractors to construct the project fSec. 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 contracts1or the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 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 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760 )777-7153 Date: 3/10/10 Owner: FRENCH DON 78150 CALLE FORTUNA LA QUINTA, CA 92253 ( Contractor: MARI 0 2G10 ATLAS AWNING & SCREEN, N N U114T 754 S. WILLIAMS ROAD Crry I OFLA QUINTA PALM SPRINGS, CA 92264 (760)327-8466 Lic. No.: 835140 ------------------ 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 EVEREST NATL . Policy Number 7600004167101 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner become subject to the workers' compensation laws of California, and agree that, if I sho o )rd me subject to the workers' compensation provisions of Section Ijb 3700 of the Labor Co I alljorthwith comply with those provisions WARNING: FAILURE TO SECUR-E'JORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$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 t above information is correct. I agree to comply with all city and county ordinances and state laws relating to bui ing co ruction, and hereby authorize representatives of this county to enter upon the above-mentioned prope y r i s ection purposes. _Daw.,5hc/t0 Sig nature(Applicant or Ag—ent)* __7 Application Number . . . . . 10-00000183 Permit . . . . . . PATIO COVER PERMIT Additional desc Permit Fee . . . . 63.00 Plan Check Fee 40.95 Issue Date . . . . Valuation . . . . 3671 Expiration Date -9/06/10 Qty Unit Charge Per Extension BASE FEE 45.00 2.00 9.0000 THOU BLDG 2,001-25,000 18.00 ---------------------------------------------------------------------------- Special Notes and Comments 12FT X 23 FT FREE STANDING PATIO ALUMA WOOD LATTICE PATIO COVER'PER 2007 CBC & APPROVED PLANS. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary ----------------- Charged ---------- ---------- Paid Credited -------- - ---------- Due Permit Fee Total 63.00 7 .00 ..0,0 63.00 Plan Check Total 40.95 .00 .00 40.95 Other Fee Total 1.00 .00 .00 1.00 Grand -Total 104.95 .00 .00 104.95 LQPERMIT Cad Putnam P.E. 3441 Ivylink Place Lynchburg, VA ZZ03 CAM-R-Utham"I March 3, 2010 Heath Morgan Amerimax Building Products� 28921 US Hwy 74 Romoland, CA 92585 Dear Heath: This letter is in regards to your question about 95 mph wind areas. These areas are uncommon and thus not included in the Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineering standard plan. The proper spans, post spacings etc can be determined from these methods: 1. 95 mph Exposure B can use the same tables as 90 mph Exposure C. 2. 95 mph Exposure C can use the same tables as 105 mph Exposure B. xposure B 3. The tables can be interpolated for spans. Use 90% of the, values in e 9 mph table. U)d u r uir f . Please contact me at(434) 384-2514orat c r)utnamO-comGast. net 'if y u re uire f her information. Sincerely, Carl Putnam, P.E. PU C, 51 u 9 6/ 12011 IVI TIAS For: JWNING I AND SCREEN rD z 754 Williams Rd., Palm Springs, CA 92264 Lic 835140 (�2 -... --- ^A -O-- CAV- '497-StAIR7 Park: P one: �' 2 V) -L NP02-2006 NP03-2006 NP04-2006 9PAGES CD01-2006 COMPONENT PARTS AND CONNECTION DETAILS CD02-2006 CD03-2006 CD04-2006 CD05-2006 CD06-2006 CD07-2006 CD08-2006 CD09-2006 5 PAGE Ml -2006 MISCELLANEOUS DETAILS M2-2006 MISCELLANEOUS DETAILS M3-2006 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES M4-2006 7.0 FOOTING AND SLAB ATTACHMENT TABLES I M5-2006 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 4/27/2009 April 27, 2009 Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineerin! PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2006 GENERAL NOTES GN02-2006 4 PAGES SCOI-2006 SOLID PANEL STRUCTURAL CONFIGURATIONS SCO2-2006 SOLID PANEL DETAIL CALLOUTS SC03-2006 ALUMAWOOD STRUCTURAL CONFIGURATIONS 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 3PAGES 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 STRQCTURES 10PAGES 2-11 SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS 10PAGES 12-21 SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 4 PAGES NP01-2006 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS NP02-2006 NP03-2006 NP04-2006 9PAGES CD01-2006 COMPONENT PARTS AND CONNECTION DETAILS CD02-2006 CD03-2006 CD04-2006 CD05-2006 CD06-2006 CD07-2006 CD08-2006 CD09-2006 5 PAGE Ml -2006 MISCELLANEOUS DETAILS M2-2006 MISCELLANEOUS DETAILS M3-2006 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES M4-2006 7.0 FOOTING AND SLAB ATTACHMENT TABLES I M5-2006 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 4/27/2009 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 1OPSF 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(l) MAXIMUM Ss =.55% FOR 40 PSF AND 60 PSF GROUND SNOW LOADS. SEE GENERAL NOTE #20 Sl 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. 4/27/2009 1 ENGINEERS STAMP ,o,_" .4"i"Amerimax BUILDING PRODUCrS, FINIC. CMP 2009 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 I 's PRINTED ON 4/29/2009 GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) iAPMO ItS REPORT #0113 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 21-6"OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB. POSTS WILL COMPLY WITH THE CORNER DISTANCES OF TABLES SLAB1 AND SLAB2 OF, SHEET M5 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. UNITS IN SNOWILIVE LOAD AREA OF 25 PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 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 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. CONCRETE ANCHOR BOLTS ARE 3/8" W/ 2" EMBED STAINLESS STEEL HILTI KWIK BOLT TZ (ICC ESR 1917) OR EQUIVALENT. ANCHORS ATTACHED TO CONCRETE SLAB WILL HAVE ALLOWABLE TENSILE OF 750 LBF AND SHEAR OF 500 LBF. 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 [CC ESR -5202, ESR -56' OR EQUIVALENT. 15. ATTACHED STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIO ENGINEERING ANALYIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 16. ROOF PANELS ARE CLASS "B" FIRE RATED. 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. \% NOV 18 2009 IAPMO PAGE NUMBER 2 OF 57 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 A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 800 LBS.FOR 90MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO 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. SEE DETAIL L13, L14, N12, N13, AL OR AM. THE MAXIMUM HEIGHT ABOVE GRADE IS 12. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. 20. ANY UNIT BUILT WITH A ROOF SNOW LOAD GREATER THAN 30 PSF IN A SEISMICALLY ACTIVE AREA MAY REQUIRE ADDITIONAL ENGINEERING AT THE DISCRETION OF THE LOCAL BUILDING AUTHORITY. UNITS ATTACHED TO ONE AND TWO FAMILY DWELLINGS W/ Ss < 0.55, SITE CLASS D DO NOT REQUIRE ADDITIONAL SESIMIC ANALYSIS PER 1613.1 EXCEPTION #1. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL BR. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. 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: (P IN'S TO LATTICE STRUCTURES ON DRAWINGS SCO2-2006 AND LtOl-2006 THRU LT03-2006.) 1 , M G1 EE ENERAL NOTES, SHEET 1, SECTION 4 FOR LIVE AND SNOW LOADS. 2. OP N LATTICE STRUCTURES SHALL NOT BE ENCLOSED. 3. SI GLE SPAN LATTICE STRUCTURES THAT USE DETAILS L13, L14 OR L25 MUST COMPLY WITH TABLIC-1-1 AND L2 ON SHEET M5. 9FCAL' NNER9 STAMP eriMaX 5208 TENNYSON PARKWAY BUILDING PRODUCTS. NC. SUITE 100 PLANO, TEXAS 75024 DRAWN BY: cMP DRAWING OR PART GENERAL NOTES NONE NAmE GN02-2006 1 2 OF 2 I I PRINTtU UN 4/29/2UU9 LF -no" 10 PROJECTION NGTH 'JAR'ES OF vitojEc Ol %0 M114. LEt4GTH 75% LENGTH P - MIN. SLOPE FOR MIN. S PAsEL1,301ta SINGLE SPAN SEE SC EDU SM F ATTACHED PATIO Ho. of 10 COVERS DO NOT STRUCTURAL PANEL REQUIRE FOOTINGS DETAIL AC FASCIA HEADER INSTALL W COLUMN POST VERTICAL 1 1/2' ----I I PANEL MAY OVERHANG 25% OF CLEARSPAN MAXIMUM FASCIA TYPE HEADER PROVIDE 1 3.5' A�CONCRETE SLAB DRAIN REO'D W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR FOOTING SIZE. SINGLE SPAN ATTACHED STRUCTUR HEADER -STEEL POST "—PROVIDE 1 1/2" 111 DRAIN 3.5' CONCRETE SCAB RECI'D W11?,1 .7; _�i- T�Tl CONSTRAINED FOOTINGS d JAULTISPAN ATTACHED CANTILEYERED STRUCTUR PATIO COVERS ARE LIMITED TO 12' HEIGHT. CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 18' HEIGHT. 7 ZSTRUCTURAL PANEL I SEE SCHEDULE FOR SIZE DETAIL ACI OR N29 ONLY pmT HEADER PANEL I-mmmm "cm C L 0 PA;!ER :7 :q.STALL HEADER HEADER COLUMN VER!TtCALLY� STLCOLTYP ROMADE 1 1/2 DRAIN 3.5' CONCRETE SLAB REQ'D W1 "d 1. CONSTRAINED FOOTINGS :d- MLUSPAN ATTACHED STRUCTURE M: SEE SCHEDULE FOR POSTS. ALL POSTS TO BE INSTALLED VORTICALLY. MAY RAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). MULTISPAN FREESTANDING STRUCTUR Z5 i:�il 3.5' CONCRETE SLAB REO'D W CONSTRAINED FOOTINGS SEE SCHEDULE FOR FOOTING SIZE —7Z,"'� d �-_ SINGLE SPM ATTACHED CANTILMED SrRUCTUR MAX. O'HANG 25% OF POST SPACING EE SCHEDULE FOR POST SPACING 3.5' CONCRETE SLAB REO'D W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE STEEL POST DETAIL AG OR N29 ONLY SINGLE SPAN FREESTANDING STRUCTURE LENGTH YANES wy- FOR POST �IZE SEE POST SCHEDULES -IF vij:15 "HEADER /-PF_7 T T"r OVIDE 1. 1 2 /2 OF AJN 3.5' CONCRETE SLAB REG'D W1 CONSTRAINED FOOTINGS PAN S EL S 4AXIMUM OVERHANG 25X POST SPACING SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY PANEL �E 2 1"'�STEEL POST �J--SEE SCHEDULE FOR SIZE DETAIL AG OR N29 ONLY 4127/2009 ENGINEERS STAMP VKIN I ItU UN 412972009 STRUCTUD" STRUCTURAL PANEL DETAILS IAPMU ES REPOR rWoTT3— HEADER/POST CONNECTION D IAPMU PAUL NLlM8I=R770TT7-- A, B, C, D OF PAGE 44 STRUCTURAL FASCIA DETAILS CANTILEVER HEADER DETAILS AIL AS, At. IN. AD. ACT IIFF PP44 BL. RJ OF PO AC, AD OF PAGE 48 MOMENT FOOTING DETAIL AG, AH OF PAGE 48 E, F , G OF PAGE 44 HEADI CONNECTION DETAILS 0, T OF PACE 46 Al, AL, AM, AP, AG OF PAGE. 49 JWP 45 DETAILS H, 1, K. L, M, N OF PAGE 45 AC W PAM 40 U, X W, Y [IF PAGE 47 ATTACHED STRLIMRE a, RJ OF PAGE 52 SINGLE SPAN EINCTIM P OF PAGE 46 AFL AS, AT, At), AX, AT Or PAGE 50 AW OF PAGE 50 AV Or PAGE W W-4=/PCST CONNECTION DETAILS 06C Or PAGE 48 BE OF PAGE 51 ANEL MOCCIZON DETAILS L, li or P. 51 HEADER DETAILS AR, AS, AT, Al), AIL AV Or PAM 50 MUMM /-W J Or PAGE 43 AV OF PAM 50 E, F , G OF PAGE 44 VALI-1PANEL COMMIXTEN DETAILS J Or PAM 4 STRUCTURAL PANEL DIN or PAM 51 W- RJ Or PAGE 52 AL ED, SDI BF, 85 13F PAM 51 Ill. BN Or PAM 52 AV 13F PAGE 50 AL 119, ED, SF, RG Or PAGE 51 DETAILS DETAILS P, 0, T OF PAGE 46 ,e 91. ON OF PAGE 52 A. B, C, D OF PAGE 44 1, U, X V, Y OF PAGE 47 HEADER/POST CONNUTION AR. AS, AT. .. A AT 13F PAGE 50 m- si or PACK 52 /—A, AV OF PAGE 50 BE OF PAGE 51 STRUCTURAL PANEL DETAILS P 4. AR, AS. AT, Alf, AIL ACY aCIFF PAM N DETAILS SL. RJ (IF PAGE 52 MULTISPAN FR ESIANDIN A, B, C, D 13F PAGE 44 STRUCTUR FREESTANDING/MULTISPAN POST DETAILS AG, AM OF PAGE 48 HEADER/POST CONNECTION DETAILS MULTMAN ATTACHED CANTILMED STRUCTUD" STRUCTURAL PANEL DETAILS --�--POST HEADER/POST CONNECTION D POST/SLAB/FMTING CONNECTION MElAll A, B, C, D OF PAGE 44 DETAILS Z, AA OF PAGE 47—Z AC, AF, AG, AH OF PAGE 48 POST/SLAB/FOOTING CONNECTII]k DETAILS AIL AS, At. IN. AD. ACT IIFF PP44 BL. RJ OF PO AC, AD OF PAGE 48 MOMENT FOOTING DETAIL AG, AH OF PAGE 48 EK OF PAGE 52 AI AD OF. PAGE 48 Al, AL, AM, AP, AG OF PAGE. 49 JWP 45 DETAILS Al, AL. AM, AP, AG OF PAGE 4 9 A, B, C, D 13F PAGE 44 SINGLE SPAN ATTACHED STRLIMRE a, RJ OF PAGE 52 SINGLE SPAN EINCTIM FREESTANDING/MULTISPAN POST DETAILS AG, AM OF PAGE 48 HEADER/POST CONNECTION DETAILS MULTMAN ATTACHED CANTILMED STRUCTUD" STRUCTURAL PANEL DETAILS E F G Or PA E 44 H, 1, K, L, M" N or PAGE 45 AE or PAGE 48 AR, AS. AT. AIJ. AX, AT OF PAGE 50 A, B, C, D OF PAGE 44 U, X V, Y OF PAGE 47 AW OF PAGE 50 REESTANDING/MULTISPAN POST DETAILS BE OF PAGE 51 MOMENT FOOTING DETAIL AG, AH OF PAGE 48 N A STRUCTURAL PANEL JWP 45 DETAILS AG OF PAGE 49 A, B, C, D 13F PAGE 44 AS, AS, AT, Ath AX AT IF PAM 50 AV OF PAZE 50 AZ. ED, ED. IF, BG OF PAGE W a, RJ OF PAGE 52 WALLIPAIIEL CONNECTION DETAILS J OF PAM 43 all SH or PAM 52 AV Or PAGE W AL BE, ED DI 85 Or PAGE 51 -I HEADER DETAILS MUMM SINGLE'SPAN FREM ANDING STRUMIRE E, F , G OF PAGE 44 MOMENT FOOTING DETAIL AQ OF PAGE 49 STRUCTURAL PANEL H, 1. K, L, M, N OF PAGE 45 DETAILS P, 0, T OF PAGE 46 HCADCR/POST CONNECTION DETAILS AC OF PAGE 1, U, X V, Y OF PAGE 47 AR. AS, AT. .. A AT 13F PAGE 50 m- si or PACK 52 /—A, AV OF PAGE 50 BE OF PAGE 51 HEADER TAILS DE E F G Or PA E 44 H, 1, K, L, M" N or PAGE 45 P, 0, T OF PAGE 46 U, X V, Y OF PAGE 47 AW OF PAGE 50 REESTANDING/MULTISPAN POST DETAILS BE OF PAGE 51 MOMENT FOOTING DETAIL AG, AH OF PAGE 48 AQ OF PAGE 49 STRUCTURAL PANEL HEADER/POST (11141ECTOIN DETAJI.S DETAILS AC Or PNK 46 A, B, C, D 13F PAGE 44 AS, AS, AT, Ath AX AT IF PAM 50 a, RJ OF PAGE 52 WALLIPAIIEL CONNECTION DETAILS J OF PAM 43 AV Or PAGE W AL BE, ED DI 85 Or PAGE 51 III. BW w 32 MUMM ATIAM SIR L L -Ti MOMENT FOOTING DETAIL AQ OF PAGE 49 –j —7 MOMENT FOOTING DETA: AQ.OF PAGE 49 1 -0 v 18 -2 4/27/2009 ENGINEERS STAMP 6 3 A9� 01201 I PRTMTE7O-0N'M LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED d i A FOOTINGS SINGLE SPAN ATrACHEQ LATTICE STRUCTUR RA TZR c* PROVIDE 1 1 DRAIN MULTISPAN UNITS REFER TO GENERAL NOTE 22. (L rL O'HANG- SINGLE SPAN ATTACHED PATIO COVERS D13 NOT REGUIRE FOOTINGS lAPM0 Eb KFK)RT#Ol 13- MULTISPAN FREESTANDIN LATTICE. STRUCTURE' MAXIMUM g�o RAFTER si ,_OVERHANG IS 25% OF CLEARSPAN LATTICE OVERHANG 36: MAX 24 MAX FOR 30 PSF SNOW LOAD OR 1 4 i:s!!!:i-oVl HIGHER POST HT. 3.5' CONCRETE SLAB REWD Z W/ CONSTRAINED FOOTINGS SEE SCHEDULE ;OR�S I i DETAIL L29 ON Y �3� �5' NCR TE SLAB REQ'D 3.5' CONCRETE SLAB REQ'D Co ST i W/ CONSTRAINED FOOTINGS -d CON RAINED FOOTINGS EE SCHEDULE �FOR 00 G SI SF7N ZE 'd - SINGLE SPAN AITACKED CANDLMED STRUCTUR SINGLE SPAN FREESTANDIN LATrICE STRUCTUR rL (L Tw TW --�— TW VERHANG FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM .4/27/2009 ENGINEERS STAMP RAFTER SPAN R SPAN) OR MORE SPANS —,,PLACE 1— 1/2* OX 6" STL BAR AS SHOWN SEE SCHEDULE FOR SIZE DETAIL L29 ONLY NOV 18 2009 OF CLEAR SPAN . co, I I VNIN I ED UN 4/2912009 WALL CONNECTION DETAILS L7, LIO OF PAGE 16 L17, L22 ON PAGE 17 L28 ON PAGE 18 LATTICE TUBE AND CONNECTION DETAILS—,,""",, L3, L6 OF PAGE 16 RAFTER CONNECT113N DETAILS L9 OF PAGE 16 L30 OF PAGE 18 HEADER/WALL CONNECTION DETAIL L15 OF PAGE 16 DETAILS LI, L2, L3 13F PAGE 16 HEADER DETAILS LI, L8, L12 OF PAGE 16 LIS OF PAGE 17 HEADER/POST CONNECTION DETAILS L8 OF PAGE 16 L16, L19, L23 OF PAGE 17 1-261 L27 OF PAGE 18 POST DETAILS L4, LII OF PAGE 16 L21 OF PAGE 17 L24 OF PAGE IS POST BOTTUM CONNECTION DETAILS L13, L14 OF PAGE 16 L25, L29 OF PAGE 18 SINGLE SPAN ATrACHED LAITICE STRUCTURE GUTTER/RAFTER TAIL CONNECTION DETAILS N4, N5 OF PAGE 40 NIO OF PAGE 41 N23, N28 OF PAGE 42 N31 OF PAGE 43 HEADER/POST CONNECTION DETAILS --- N22, 1424 OF PAGE 42 N32, N35 OF PAGE 43 POST DETAILS------" NII, N14, INDS, N17 OF PAGE 41 PDST/SLAB/FClOTING CONNECTION DETAILS NS OF PAGE 40 N12, N13 OF PAGE 41 N29 OF PAGE 43 POST/FOOTING CONNECTION DETAIL L29 OF PAGE 18 HEADER DETAILS N9 OF PAGE 41 N25 OF PAGE 42 So lu' 'Z� 43 N30 OF PAGE 43 PANEL/WA CONNECTION D NIS OF P2A 4, STRUCTURAL '21, N26, N2!9\OF PAGE 42 P N ANEL DETAILS 0 N33, N34 OF TE 43 NI, N3 OF PAGE 40 SINGLE S LATnQE RAFTER CONNECTION DETAILS L9 [IF PAGE 16 L30 OF PAGE IS HEADER/POST CONNECTION DETAILS L8, L12 OF PAGE 16 L16, L19, L23 OF PAGE 17 L26, L27 OF PAGE 18 PDST/FOOTING CONNECTION DETAIL I L29 OF PAGE 18 4NECTION DETAILS rER CONNECTION DETAILS 3F PAGE 16 OF PAGE 48 T DETAILS OF PAGE 16 OF PAGE 17 m co In ul C 8 13 U"j\ oa EX zUU9 5208 TENNYSON PARKWAY E 3 SUITE 100 PLANO, TEXAS 75024 S?Nftf SPM ATTACHED CMIlLElaQ OFC UMINN bT.' CIVIP cl L 75 DRAWING ALLIMAWOOD.DETAIL CALLOLITS NONE OR PART 4/27/2009 NAME TA—TF- DRAWING SHEET ENGINEERS STAMP OR PART SC04-2006 4 OF 4 NUMBER NnV I R �ppq W I PRINTED ON 4/29/2009 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES n A94".9".A A91," R.ft., IM,fti—.1 n0'A9"v9"Yr3A9.R"RAftPr (Miflfiqnnn1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (W (in) 90 110 120 130 10 24" T-1 1" T-1 1 " 6'-11' 6'-0" LIVE 20' 9'-0" 9'-0" 8'-0" 7'-0- 20 16" 10'-5" 10'-5" 9'-5" 8'-3" LIVE 12" 12'-6" 12* -6" 10'-6" 8'-11 " 20 24" 4'-8:1 4'-8" 4'-8" 4'-8" LIVE 20" 5'-5" 5'-5" 5'-S" 5'-5" 30 16" 6'-5" 6'-5" 6'-S" 6'-5" 12" T-1 1 " T-1 1 " 7--11" 7'-11" 25 24 4'-6" 4'-6" 4'-6" 4'-6" 20 5'-2" 5'-2" 5'-2" 5'-2" 60 F—'O--Fo,' 16. 6'-2" 6'-2" 6-2" 6-2" 12.1 7* -8" T-8" T-8" 7'-8- 30 24" T-10" X-1 0" X-1 0" X-10" 20" 4'-6" 4'-6" 4'-6" 4'-6" 16" 5'-4" 5-4" 5�4'- 5'-4" 12" 6'-8" 6'-8" 6!-8" 6-8- 40 24" X-0" 3'-0" 3'-0" 3'-0" 20" X-6" T-6" T-6" X-6" 16" 4'-3" 4'-3" 4--3" 4'-Y 12- 1 5'-4" 5'-4- 5'-4" 5'-4" 60 24: 2!-0 2-0 2:-0" 2'-0" 20 1 2'..5:: 2:-5:: 2 _5" 2'-5" 16" X-0" X-0- X-0- X-0" 12" X-1 0 6'-0" 6--0" X-10' Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (W (in) 90 110 120 130 10 24" 11'-7" 1 V-7" 11--7" 11 '-1 LIVE 20" 13'-0" 13'-0" 13�-O" 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" 7'-2" 7'-2" 7'-2" LIVE 20" 8--2" 8'-2" 8'-2" 8'-2" 30 16" 9'-7" 9'-7" 9'-7" 9'-7" 12" 1 V-7" 11'-7" 11--7" 11'-7" 25 24" 6'-11 " 6'-11" 6--11" 6'-11" 20" T-1 1 " 7'-11" 7'-11" 7'-11" 60 F—'O--Fo,' 16" 9'-3" 9'-3" 9-3" 9'-3" 12" 11 '-Y 11'-3" 11'-Y 11--3". 30 24" 6* -0" 6'-0" 6'-0" 6'-0" 20" 6'-11 " 6'-11" 6--il" 6-11" 16" 8'-2" 8'-2" 8'-2" 8'-2" 12" 9'-11" 9'-11" 9* -11" W-11" 40 24" 4'-10" 4'-10" 4'-10" 4--1 " 20" 5'-7- 5'-7" 5'-7" 5'-7" 16" 6'-7" 6'-7" 6'-7" 6'-7" 12" 8'-2" 8'-2" 8'-2" 8'-2" 60 24" X -Y X-5" 3-5" X-5-- 20" 4'-0" 4'-0" 4'-0" 4'-0" 16" 4'-10" 4'-10" 4'.10" 4'-10" 12- 1 6'-0" 1 6'-0" 6--0" 6--0" IAPMO ES REPORT #0113 n nAn-�i-�r w2r- P,ff— IRA..Ifi . . . . I Ground Rafter Wind Speed and Exposure Snow Load Spacing &Aposure C (pso (in) 90 110 120 130 10 24" 15'-6" 15'-6" 15'-6" 15'-6" LIVE 20" 17'-3" 17* -3" 17'-3" 17'-0" 20 16" 19�-T' tg'-7" 19'-7" 18'-10'.' LIVE 12" 22'-4" 22'-4" 21'-8" 20'-6" 20 24" 9'-11 " 9'-11" 9'-11" 9--11" LIVE 20" 1 V-2" 11'-2" 11--2" 11--2" 30 16" 12'-11 " 12'-11 " � 12'-11 - 12'-11" 12" 15'-6" 15'-6" 15--16" 15'-6" 25 24" 9--7" 9'-7" 9'-7" 9'.7" 20" 10'-10" 10'-10" 10'-10" 10'-10" 60 F—'O--Fo,' 16" 12'-6" 12'-6" 12'-6" 12'-6" 12" 15'-0" 15'-0" 15--0. 15'-0". 30 24- &� 8'-5" 8'-5" 8* -5" 20" 9'-7" 9-7" 9'-7" 9'-7- 16" 11 �-T' 11'-2" 1 V-2" 11'-2" 12" 13'-5" 13'-5" 13--5" 13'-5" 40 24- 6'.9" 6'-9" 6'-9" 9- 20' 7'.9" T-9" 7-9" 7'-9" 16' 9'.2" 9'-2" 9'-2" 9'-2- 12- 11'-2" 11--2" 11'.2"1 1 V-2" 60 24" 4�-11" 4!-11" 4'-11" 4!-11" 20" 5'-8" 5�-8" 5-8" 5'-8" 16" 6'.9" 6'-9" 6'-9" 6'-9" 12" 1 8'-5" 1 8'-5" 8'-5" 8'-5" 0 042"x3"vA" Raftpr (Midtknaril Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (pso (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" 21'-g" 21 *-9" 21'-g" 20'-10". 20 36" 8'.2" 8'-2" 8'-2" 8' -2 - LIVE 30" 9'-4" 9-4" 9-4" 9-4" 30 24" 11--0" 1 11'-0" 11'-0" 11 '-0" 16" 14'-4" 14'-4" 14'-4" 14-4" 25 36" 7'-10" 7'-10" 7--10" 7'-10" 30" 9'-0" 9'-0" V-0" 9'-0" 60 F—'O--Fo,' 24" 10'-7" 10'-7" 10'-7" 10'-7" 16" 13'-11"113'-11" 13'-11 " 13'-11 30 36" 6'-10". 6'-10" 6'-10" 6'-1 F 30" 7'-10" 7'-10" T-10" T-1 0" 24" 9-4" 9'-4" 9'-4" 9'-4" 16" 12!-4" 12'4" 12'-4" 12'-4" 40 36" 5'-5" 5'-5" 5--5" 5'-5" 30- 6'-3" 6-3" 6'-3" 6'-3" 24" 7'-6" 7'-6- 7'-6" 7'-6" 16" 10'-2" 10'-2" 10'-2" 10'-2" 60 36" X-10" Y-10" X-10" X-110" 30- 4'-6- 4'-6" 4'-6" 4'-6" 24" 5'-5" 5'-5" 5'-5" 5'-5" 16' 1 7�-6- 1 7'-6- 1 T-6-- 1 7'-6" IAPMO PAGE NUMBER 7 OF 57 Pnfta, nn r' ni, IKA.dt;. . . . — Q;-1,1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (pso (in) 90 110 120 130 10 0.024" 1 V-8" 11-4- 11--8" 11--8" LIVE 0.040" 16'-5" 16'-S" 16'-5" 15'-10" 20 0.024- 7'-11" 7'-11" 7--11" 7'-11 " LIVE 0.040" 13'-0" 13'-0" 13* -0" 13'-0" 25 0.024" 7'-8" 7* -8" 7'-8" T-8-' 0.040" 12'-10" 12'-10" 12'-10" 12'-10" 30 0,024" V-11" V-11" 6'-11 " 6'-11 " 0.040" 12'-0" 12'-0" 12'-0" 12'-0" 40 0.024" 5'-9" 5'-9" 0.040" 10'-6" 10'-6" 60 F—'O--Fo,' 0.024 475- 74'-5- .040" 8'-4" 1 8'-4" Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlp utnam(cDcom cast. net UIPARNEW-1 Y BE DOUBLED IF E P TO 48"OIC V.... C. 68139 W Uf 8 PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 8 OF 57 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREA1 0.042"x3"x8" Box Bea (Detail 1-1) Double 0.042"x3"x8' x Beam (Detail L12 Double 0.032'x2'x6.6 5" Box Beam (Detail L12) 0.042"x3"x8" ox Beam (Detail Ll) Double 0.042"x3"x8' x Beam (Detail L12' Double 0.032'x2'x6.625' Box Beam (Detail TAELLE 2.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 2.1 A ached 11'reestanding or Attached 11'reestanding or Attached Freestanding or I Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure IMultispan Units Structure IMultispan Units Structure Multispan Units GROUND TRIII I MAX I POST MAX MAX POST LENGTH MAX MAX POSTLENGTH AX MAX POST LENGTH GRO No TRIB MAX POST MAX POSTLENGTH A;�T MAX POST LENGTH AX MAX POST LENGTH SNOW WIDTH POST REDD POST FOOTER S' I IV 1 12' POST S' 1 10- 1 12- POST 8- 1 10' 1 12' SNOW WIDTH POST REOT POST MIN FOOTER 8' 1 IQ- 1 12'. POST MIN FOOTER 8- 1 IQ- 1 12 POST 8 IV 1 12 LOAD IFT) SPACING FOR SPACIN SIZE CONSTRAINED FOOTER SPACING CONSTRAINED FOOTEF SPACING CONSTRAINED FOOTER LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING CONSTRAINED FOOTE (PSF) ON SLAB SLAB (FT) 'd- .d' -d- -d- (FT) -d- -d- 'd' (FT) -d- I -,I- 1 .1 IF SF) ON SLAB SLAB (FT) TYPE -d- -d- I -d- I -d- (FT) TYPE -d- -d- I -d- -d- (FT) -d- I -d- I -d- (FT) (in) ) I (I.) I '.., (i.) I li., I 'i., C. 'I) r.M fiM (FT) I (i.) I (in) (in) (in). I I (i.) (in) (im) (in) L� (i�) (in) (in) 90 MPH EXPOSURE 8 '10 3 2Z-8" A 15'-0' A 1 24 26 26 22'-Z" A 19 26 27 29 15'r A 17 23 24 26 LIVE 3.5 19,15" A 13* -G' A 17 23 25 26 20'-7' a 20 25 27 28 14'-r A 18 22 24 25 4 4 IT -T A IZ-3' A Is 23 24 25 ifr-3" a 20 25 27 26 IZ-1 I" A 18 22 23 25 4.6 4.5 IF -I" A 1 V-2" A 18 22 24 25 IW -2' a 21 25 26 28 111-11, A 18 22 23 24 5 5 13* -7' A IV -4' A 18 22 23 24 17'-3" e 21 24 26 27 1 V-0" A Is 21 23 24 5.5 5.5 IZ4" A 9-7" A is 22 23 24 16'.2' B 21 24 28 27 1 W -r A 18 21 22 24 a 6 11,4, A 8`11, A 18 21 23 24 1 T-2' B 22 24 25 27 0's, A 19 21 22 23 6.5 8.5 101-5, A 8`5" A 18 21 22 23 14*�" C 22 23 25 26 9-1, A 19 20 22 23 7 7 9.8, A T-11" A 18 21 22 23 13'-7' C 22 23 25 26 8'-7" A 19 20 22 23 7.5 7.5 9.1, A T -S' A 18 20 22 23 12' -Il' C 22 23 24 26 8'-1' A 19 20 21 22 8 a F-6, A 7'.1* A is 20 22 23 12'4" C 22 23 24 25 T -Ir A 19 20 21 22 8.5 8.5 8'.0, A 6'-Q* A 19 20 2 1 22 11'.9, C 22 22 24 �5 r4" A 19 20 21 22 9 a T-6" A 6-5' A 19 20 21 22 1 V-3' C 22 22 24 25 7'-0" A 19 19 21 22 9.5 9.5 7* -2* A 6`1" A 19 20 21 22 io,-Io* C 23 23 23 25 6* -Q' A 19 19 21 22 10 10 6`9' A S,.I(r A 19 19 21 22 10'-5' C 23 23 23 25 61.5" A 19 19 20 22 11 11 6* -T A 5'4' A 19 19 20 22 Qs" C 23 23 23 24 1" A 19 19 20 21 12 12 82: A A A I 1: 20 22 g' -O" C 23 231 2,1 24 8 1 A 200 20 21 22 13 1 1 3 A 1 A 1 4 -or A I 1: 1 1 1 2 1 1 22 1 ._5_ I C 1 23 2 1 2 1 23 :.*6 _2: A 1 2 1 20 1 21 �22J .10 3 27-8" A 15'-0' A 2 26 28 29 22* -2' A 22 29 30 32 Is'.8" A 20 25 27 28 LIVE 3.5 191-5" A 13'-6' A 20 26 27 29 20'.r B 23 28 30 31 14'-Z" A 20 25 26 28 21 4 17"0" A 12'-3- A 20 25 27 28 IQ* -3' 0 24 28 30 31 17-11" A 21 24 26 27 21 4.6 15'-1" A 1 V-2- A 20 25 26 28 18'-2" 8 24 27 29 31 11"11, A 24 24 26 27 20 5 13* -7" A 10'4' A 21 24 26 27 17'-3' 9 24 27 20 30 1 v -T A 21 24 25 26 20 5.5 IZ4" A g-7" A 21 24 25 27 16'-2" 6 25 27 28 30 10'-3" A 21 23 25 26 20 a 1 V-4' A 8'-11" A 21 23 25 26 15'-2' B 25 26 28 29 9`8" A 21 23 24 26 19 6.5 IV -5, A 8'-S' A 21 23 25 26 14'-1' C 25 26 28 29 9'-1' A 22 23 24 25 19 7 9'.8" A T- 11' A 21 23 24 26 IT -7" C 25 26 27 29 8,-r A 22 22 24 25 1 7.5 91.1- A 7'-5- A 21 23 24 25 12'-11' C 25 25 27 28 8'-1' A 22 22 24 25 19 8 4* -F A 7. 1" A 21 22 24 25 12'-4' C 26 26 27 28 7'-9- A 22 22 23 25 19 8.5 8'.0, A 6'-9" A 21 22 24 25 11'.9" c 26 26 26 28 7'4' A 22 22 23 24 is 9 T-6' A 6'.5' A 21 22 23 25 1 V-3' C 26 26 26 28 7'-0' A 22 22 23 24 19 9.5 T-2' A V-1, A 21 22 23 24 10'.10" C 26 26 26 27 W-9, A 22 22 23 24 20 10 6'.9, A 5'-10' A 21 22 23 24 10,5" C 26 26 26 27 6'.5' A 22 22 23 24 11 6'-2' A 5,4, A 22 22 23 24 9`8" C 26 2e 26 27 5'-11' A 22 22 22 24 12 5'-8' A 5'.0' A 22 22 23 24 D.- C 6 26 26 26 W-1- 8 1 22 22 23 24 1 13 1 5--T I A 1 4'-7- 1 A 1 22 1 22 1 23 24 1 8�-5--- 1 C 1 27 1 27 1 27 1 27 1 5'.2' 1 A 1 23 1 23 1 23 1 24 1 20 3 11'.10" A 9'4" A 15 21 23 24 15'-9' 8 17 24 2S 27 10'.1" A 15 21 22 23 LIVE 3.5 IV -2, A 8'-3" A 15 21 22 23 14'-2' C Is 23 25 26 8`11' A 15 20 22 23 21 4 8'.11, A T-5" A is 20 22 23 12'-10" C is 23 24 26 8'-1" A is 20 2, 72 21 4.5 7'-11" A 6'r A 15 20 21 22 1 V-13" C 18 22 24 25 74- A 15 20 21 22 20 5 7'.11 A 6`1" A is 20 21 22 IV -10" C 18 22 23 25 61.91 A 16 19 21 22 20 5.5 6'-5' A S1 -r A 15 Is 21 22 IV -1, C 18 22 23 24 W-3' A Is 19 20 21 20 a 5* -11- A 5* -3' A is 19 20 21 g'-5' C 18 21 23 24 s* -G- A 16 19 20 21 19 6.5 5'-5" A 4'-10" A is 19 20 21 8*-Icr C 19 21 22 24 5'-5' A 16 is 20 21 19 7 5'-1" A 4'-6* A 15 19 20 21 8'-4' C 19 21 22 23 5'.1, B is is 20 21 1 7.5 4'.0' A 4'.Y A is 18 20 21 T-10, C 19 21 22 23 4'-9' B 16 18 19 21 19 a 4* -F A 4* -0' A 15 is 19 21 T-5' C 19 20 22 23 4-6" a Is 18 IQ 20 19 8.5 4'-2' A Y-10- A 15 18 19 20 7* -1' C 19 20 22 23 4-3' B Is 18 19 20 is 9 T-11, A 3-7' A is 18 19 21 6'-9' C 19 20 21 23 4'-l' B 16 Is 19 21 19 9.5 3'-9' A 3'-S' A 15 Is 20 21 61-51 C 19 20 21 22 X-10" B Is 18 20 21 20 10 T-6' A 3'-3' A 15 18 20 21 6-2' C 19 20 21 22 3* -8' a Is 18 20 21 11 X-2" A X -O" A 15 19 20 21 .1. C 1 19 21 22 3'-5- a a IQ 21 21 12 2'-11" A Z-9, A 15 IQ 20 2 2 5-8. 5-3' C C 19 I 19 20 22 W-1- 8 1 1 6 1 9 20 1 22 13 , 2'-8- 1 A , 7-6- 1 A 1 15 1 19 1 21 1 22 .1 W-10, I C 1 19 1 19 1 21 . 22 Z-11- B 16 . 19 . 21 22 90 MPH EXPOSURE B 3� 3 8`0' A T-10' A 14 21 22 23 13'-6' C 17 29 81-61 a Is 22 24 25 3.5 6' 10" 3.5 0.10" A 0'.11" B 14 20 21 23 IZ-1" C 17 23 24 25 T-6, B 14 20 21 22 6`0" 4 6*.0* A 6'.T B 14 20 21 22 10'.11- C 17 22 24 25 6'.9- e 14 is 21 22 5-4" 4.5 5* -4' A 5'.6" 8 14 19 21 22 9`11" C 17 22 23 24 6* -2' IS is 19 20 21 4'.10' 5 4'-10' A 5'-1' B 14 19 20 21 W-2' C 17 21 23 24 51-7" B Is 19 20 21 4'4' 5.5 4'4' A 4'-a" a 14 19 20 21 8'.6, C IT 21 22 24 5'-2" B Is Is 20 21 4'-0' 6 4'-0' A 4* -3' IS 14 18 20 21 7'-10" C 17 21 22 23 4'-9` B 15 18 19 21 T-8" 6.6 3'-S' A 4* -0" B 14 is 19 21 7,41 C 17 20 22 23 4'-G' 8 15 18 19 20 3',5- 7 T-5" 3-8" 8 14 18 - 20 6`11" C 18 20 21 23 4'.2" 20 1 1 1 7.5 X-2" 7.5 31-r A 3* -6' B 14 18 9 20 61-6" C Is 20 21 22 T-11" B 15 18 19 20 T-0' 8 T-0" A 3-3' a 14 is 19 20 6'-2' C 18 20 21 ' 22 T-15" 8 Is 18 19 20 2'-10* 8.5 : 2'.10' A Y -I" 8 14 18 19 20 5*.10' C is 19 J21 22 3'-G' a 15 18 is 20 2'-S" A 2'-8' A 7-11' 8 . 14 18 19 21 5'-7' C I a 19 21 22 3'-4- : 15 18 19 21 2-e' A 1 2'-6' A 2'-0" 8 14 Is 20 20 21 1. 19 20 22 __X-2- 20 1 is 1 20 2 30' 3 8'-0' A T -I a" A Is 3 24 20 IY-6' C 19 26 27 29 81-61 a Is 22 24 25 3.5 6' 10" A W -ii, B 16 22 24 25 12'-1' C 19 25 27 28 7* -G" 0 16 22 23 25 4 6`0" A 6'-2- a 16 22 23 25 IV -Ii" C 19 24 26 27 6'-0" 8 17 21 23 24 4.5 5-4" A 5* -6" IS 16 21 23 24 9.11, C 20 24 26 27 6'-2' B 17 21 22 24 5 4'.10' A 5'-1' B 16 21 22 24 9*.2' C 20 24 25 26 s* -r IS 17 21 22 23 5.5 4'4' A 4'-S" B Is 21 22 23 8'e, C 20 23 25 2a 51.2, a 17 20 22 23 6 4'-0' A 4'-3' a Is 20 22 23 T-10" C 20 23 24 26 4'-V' B 17 20 21 23 6.5 T-8" A 4'-0' a Is 20 21 23 74' C 20 23 24 25 4'-6' B 17 20 21 22 7 3',5- A 3--8- - C -' - '; 20 21 22 7.5 X-2" A T-6" B 16 20 21 22 6'-G' C 20 22 23 2 7.11" B 1 19 21 22 a T-0' A 3'-3' 0 Is 20 21 22 6'-2" C 20 22 23 25 T-8" B 17 20 21 22 8.5 2'-10* A 3'-1' El 17 20 21 23 5'.10, C LC 20 22 23 24 3'-6' B 17 20 21 23 9 2'-S" A 2'- 11' B 17 20 21 23 5'-7' C 20 21 23 24 Y-4" B 7 20 21 23 9.5 2-e' A 1 219- B 17 20 22 23 1 5-4' 20 21 23 24 1 T-2' . B . _17 20 22 , 23 NOV 18 200