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09-1209 (PLBG)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 09-00001209 Property Address: 44090 CAMINO LAVANDA APN: 604-180-059-10 -25290 Application description: PLUMBING Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 836 T-iht 4 4 Q" Applicant: Architect or Engineer: 1A BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- LICENSED -------------------------------------------------- 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 Business and Professionals Code, and my License is in full force and effect. Lice Class: _B -1210-C License NNoo�811114 Dater ontractor:y�NT; (T �/�' HAI 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 ($5001: (_ 1 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 _ 1 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 contractorls) 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: r LQPERMIT Owner: KETCHERSID JILL 44090 CAMINO LAVANDA LA QUINTA, CA 92253 Contractor: CALIFORNIA DELTA MECHNI 6052 E. BASELINE RD, #1 MESA, AZ 85206 (480)898-0007 Lic. No.: 811114 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/24/09 rDECC 512009 CITY OF LA 004TA FNA!442 IM PT ----------------------------------------------- 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 STATE FUND Policy Number 1697823 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 I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I Pall forthwith comp) witthh thosse�pp ovisions. /��/�� icant: l� G / ✓ TI y�/G/�'y�/� 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 1$100,0001. 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 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 properttyy ff inspection purposes. Al �/�/.,�� D e: �✓ Sign re (Applicant or Agent): Application Number . . . . . 09-00001209 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 22.50 Plan Check Fee 5.63 Issue Date . . . . Valuation . . . . 0 Expiration Date 5/23/10 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 ------------------------------- Special Notes and -------------------------------------------- Comments REPLACE 40 GALLON GAS WATER HEATER. 2007 CODES. -------------------------------- Other Fees . . . -------------------------------------------- . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged Paid Credited ---------- Due ----------------- Permit Fee Total -------------------- 22.50 ---------- .00 .00 22.50 Plan Check Total 5.63 .00 .00 5.63 Other Fee Total 1.00 .00 .00 1.00 Grand Total 29.13 .00 .00 29.13 LQPERMIT , Nov.24. 2009 11:24AM 'STEVE No. 6584 F. 3 CERTIFICATE OF COMPLIANCE: RESIDEN'T'IAL (Page 3 of 4) CF -1R '1 Project Title Datb SEALED DUCTS and TXVs (or Alternative Measures) A signed CF -4R Form must be provided to the building department for each home for which the following. are required. I/ Distribution Type ❑ Sealed Ducts all climate zones taller testinp, and certification and 14ERS rater field verification ed O TXVs, readily accessible (climate zones 2 and 8-15 only) Standby' Loss % (Installer testing and certification and HERS Rater field verification re ❑ Refrigerant Charge (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater field 3 8 verification required.) ❑ IAlternative to Sealed Ducts and Refrigerant Charge frXVs (See Package D Alternative Package Features for Project Climate Zone in the RM Appendix B Table 151-0, Footnotes 7-14. OR For additions and alterations, duct systems that are not documented to have been previously sealed as confirmed through field verification and diagnostic testing in accordance with procedures in the Residential ACM Manual and duct systems with more than 40 linear feet in unconditioned spaces shall meet the EMirements of Section 150(m) and duct insulation requirements of Package D. 1 Distribution Type Number in System Check box if system meets criteria of a "Standard" system. Standard system is one gas-fired water heater per Tank Capacity ( tons) ) _ p dwelling unit. If the water heater is a storage type, 50 gallons is the maximurn capacity and recirculation system is Standby' Loss % not allowed. 0 Check box when using Preapproved Alternative Water Heating table, Table 54 in Chapter 5 in the Residential 3 8 Manual. No water heating calculations are required, and the system complies automatically. Check box if system does not meet criteria of "Standard" system, and does not comply with the Preapproved ❑ Alternative Water Heating table. La this case, the Performance Method must be used and must be included in the submittal. 13 Check box to verify that a time control is required for a recirculating system pump for a system serving multiple units Systems serving sin& dwellm units Water Heater Typ�uel Type Distribution Type Number in System Rated In ut' (kw or Brum) Tank Capacity ( tons) ) _ p Energy Factor' or Thermal Efficien 0, 6' Z— Standby' Loss % Tank External Insulation R -Value as 3 8 System serving multiple d elling units Water Heater Type Distribution Type Number in system Rated Input' (kW or RnL4 Tank Capacity Ions Energy Factor' or Thermal Standby Efficiency Loss % Tank External Insulation R -Value 1. For small gas storage water beaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency, Thermal Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Thermal Efficiencies. Pipe Insulation (kitchen lines > 3/4 inches) All hot.water pipes from the heating source to the kitchen fixtures that are g/ inches or greater in diameter shall be thermally insulated as specified by Section 150 0) 2 A or 150 0) 2 B. Residential Compliance Forms March 2005 Nov.24. 2009 11:24AM STEVE i i No. 6584 P. 2 Bin City of La Quinta Bu►labg er Safety D(vision PeM* # P.O. Box 1SO4, 78-495 Cage Tampko La Quinta, CA 92253 - (760) 7777012 BL_dilding Permit Application and Tracking Sheet Project Address: � 090 � %, &o 1cwa4 j of Q..— Owner's Name: A. P. Nmbor: Address: L �Oqo Cawww 1-4wana—o-- Legal Damiption: City, ST, Zip. q , CA T Z 2,53 Contractor. a4 Telephone Address: 60Sb At- %.SS Project Detseription Q4 -1Q— 6) aa.0.oA, City, ST, Zip: Telephone: gdA -d 2 — ,52`3 State Lie. # : City Lic. #c JD 1(DO Arm, Engr.. Designer. Address: City, ST. Zip: Telephone; Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Altcr Repair Demo Name of Con= Person: Sq. Ft.: # Stories: # Ualts: Telephone # of Contact Person: 866 - 6 q Z— S—Z Estimated value of Project 936.33 APPLICANT; DO NOT WRITE BELOW THIS LINE # Submittal Re q'd Reed TRACKING PERMIT FEES Plan Sets Phu Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Checkmanee Tilie?A Calm. flans pieked up Construction Flood plain plan Plans resubmitted MRchanical Grading plan 30! Review, ready fir corrections/tiaue Electrical Subeontactor List Called Contact Person Plumbing Grant Deed platy Ids up S.Ms. H.O.A. Approval Plans resubmitted Grading IN HOUSE-. ''' RePlew, reedy for correetiowAssue Developer Impact Fee Planning Approval Called Conmet Person A.LP.P. Pub. Wks Appr Date of permit Issue Schodl Fees Total Permit Fees s® PRINTED ON 4/29/2009 GENERAL NOTES: (CONTINUED FROM SHEET NO. 1 IAPMO ES 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 2'-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 SNOW/LIVE LOAD AREA OF 25 PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/0 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 SPL ES IN LE SPAN LATTICE STRUCTURES THAT USE DETAILS L13, L14 OR L25 MUST COMPLY WITH (DETAILS O, U, AND X) MAY BE LOCATED ANYWHERE. '--C) E .. •,: L2 ON SHEET M5. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC ESR -5202, ESR -5 OR EQUIVALENT. 4'. 1 15. ATTACHED STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONA ENGINEERING ANALYIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. Y;�� b/30! 16. ROOF PANELS ARE CLASS "B" FIRE RATED. 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. IAPMO PAGE NUMBER 2 OF 57 f 18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL, OR ABSORBENT BUILDING MATERIALS, LIKELY TO it 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: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2006 AND LT01-2006 THRU LT03-2006.) 1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR LIVE AND SNOW LOADS. LATTICE STRUCTURES SHALL NOT BE ENCLOSED. E4 �71GNEERS STAMP 7 2009 t. 5208 TENNYSON PARKWAY ilel'1t11�X SUITE , 00 -- BUILDWC PRODUCTS, INC. PLANO, TEXAS 75024 UKAWN BY: CMP 1SCALE: DRAWING NONE OR PART GENERAL NOTES GN02-2006 1 2 OF 2 LENGV VARIES OTION F PROJEC U114.. IiNGTH 759 PANELLENGV & SEE SCHEDULE FOR MNERS N0. OF #10 SM FAS1� WrAtL AC FASCIA HEADER COLUMN VERTICAL DE 1 1/2" DRAIN f- �I Td SCH FASCIA TYPE HEADER _ SINGLE SPAN ATTACHED PATIO COVERS DO NOT nPANEL REQUIRE FOOTINGS PROMDE I I 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS EDULE FOR SIZE. IN 1 R PANEL MAY INTERMEDIATE OVERHANG 25% MAX. HEADER OF CLEARSPAN O'HANG. MAXIMUM 25% COL STEEL POST SPACING r - I PROVIDE 1 1/2 - DRAIN /2"DRAIN I " _ I _ 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS "d" " MULTISPAN ATTACHED CANTILEVERED STRUCTURE PATI❑ COVERS ARE LIMITED TO 12' HEIGHT, CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 18' HEIGHT. PMT --,__HEADER 2NSTALL COLUMN VERTICALLIV �-PROVIDE 1 1/2' DRAIN 3.5' CONCRETE SLAB REWD CONSTRAINED FOOTINGS STRUCTURAL PANEL = CD laI SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY HEADER .. IE' :. : IfTTfTi1F7Y1:91�i�i� SEE SCHEDULE FOR FOOTING SIZE •d• •dam SINGLE SPAN ATTACHED CMfOLEVERED STRUCTURE NOTE: SEE SCHEDULE FOR POSTS. ALL POSTS TO BE INSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM). MULTISPAN FREESTANDING S UCTU S�oQ6 Fo,P SQt� ��• S�.SCy��Q (' 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS yFOB = MAX. O'HANG 25% OF POST SPACING SEE SCHEDULE FOR POST SPACING O� 3.5' CONCRETE SLAB REWD W/ CONSTRAINED FOOTINGS SEE SCHEDULE FOR SIZE — dSTEEL POST DETAIL AQ OR N29 ONLY SINGLE SPAN FREESTANDING STRUCTURE LENGTH VARIES tKAxlwL__ FOR POST SIZE S POST SCHEDU S1 .. CONSTRAIN AAXIMUIA OVVERPOST SPACING O i ,.•ti SEE SCHEDULE FOR SIZE DETAIL AQ OR N29 ONLY FASCIA PANEL HEADER S2 STEEL _ POST 1 1/2 AB REQ . NGS W/ 'd• I I `T �Z SEE SCHEDULE FOR SIZE �O ?� L _ 1_J DETAIL AQ OR N29 ONLY C 6.8113 911. + EX?�� Oj2009% S• 4 �OFCALIF 4/27/2009 ENGINEERS STAMP 0..'Ameitimax 5208 TENNYSON PARKWAY SUITE 100 — BUILDING PRODUCTS, INC. PLANO, TEXAS 75024 CMP DRAWING NONE OR PART SOLID PANEL STRUCTURAL NAME CONFIGURATIONS ITE DRAWING SHEET OR PART SC01-2006 1 OF 4 NUMBER NFLIN I FU UN 412912009 MOMENT FOOTING DETAIL J Cr PAGE 45 AV OF PACS 50 , STRUCTURAL FASCIA DETAILS - - CANTILEVER HEADER DETAILS _ ' E, F G OF PAGE 44 0, T OF PAGE 46 N, BN OF PACE 52 H, I, K, L, M, N OF PAGE 45 HEADER/POST CONECTMN DETAILS AC OF PAGE 48 U, X;W, Y OF PAGE 47 P OF PAGE 46 AR, AS, AT, AU, AX, AT OF PADS 3D AV OF PAGE 50 —� HEADER/POST CONNECTION DETAILS O- PAM 48 BE OF PAGE 51 32 WALL/PANEL CONNECTION DETAILS EL. a PAGEAC AR. AS, AT, W, AX, AT OF PAGE 50 STRUCTURAL PANEL J OF PAGE 45 BH 6 PAGE 51 HEADER/POST CON CTIEN DETAILS DETAILS E AV OF PAGE 50 BL, BJ 6 PACE 52 AC OF PAGE 48 A, B, C, D OF PAGE 44 B8. B<, lT PAGE 51 BD'PAGE AIL AS, AT, AU, A1C. AT OF PAGE 50 .e% R_ BJ OF PAGE 52� Bl..O- 2 52 BN S HEADER/POST CONECTTON DEM S STRUCTURAL PANELAC OF PAGE 48 AR, AS. AT, AU. AX. AT OF PAGE 50 DETAILS BL. BJ OF PAGE 52 A, B, C, D OF PAGE 44 , POST DETAILS POST/SLAB/FOOTING CONNECTION DETAILS f '— Y Z. AA OF PAGE 47 POST/SLAB/FOOTING CONNECTION DETAILS AC, AD OF PAGE 48 I I I AC, AF, AG, AH OF PAGE 48 AC, AD OF PAGE 413 AI, AL, AN, AP, A0 OF PAGE 49 i_L J BK OF PAGE 52 At, AL, AM, AP, AO OF PAGE 49 %. SIN SINC1 F SPAN ATTACJGED CWLEIERED SLRIJ WRE MULTISPAN ATTACHED CANTILEVERED STRUCTURE STRUCTURAL PANEL N, A S, AT, A CAk AC 2F DETAILS DETAILS,B,CD OF PAGE 44 AC GE PACE 4B AR. AS, AT, AU, AX. AT OF PAGE 50 BL, BJ CS PAGE 521 HEADER DETAILS E, F , G OF PAGE 44 H, I. K, L, M, N OF PAGE 45 P, 0, T OF PAGE 46 U. X ,V, Y OF PAGE 47 AV OF PAGE 50 BE OF PAGE 51 HEADER/POST COIECTDN IETALLS K OF PACS 48 AR, AS, AT, AU, AX, AT OF PAGE 50 BL. BJ GE PAGE 52 N _ ,J I I L—_yam MOMENT FOOTING DETAIL AD OF PAGE 49 STRUCTURAL PANEL DETAILS A, B, C, D OF PAGE 44 VALL/PANEL CONECTIIN DETADS J D< PAGE 45 AV fi PACE 50 AZ BB, BD, DF, BG GE PAGE W B4 BN OF PAGE 52 MULTISPAN FREESTANDING STIRUCTUR -1 HEADER/POST CONIECTDII DETAILS AC GE PAGE 48 AR, AS, AT. AU, AX, AT OF PAGE 50 Bl, BJ GE PAGE 52 FREESTANDING/MULTISPAN POST DETAILS AG, AH OF PAGE 46 STRUCTURAL PANEL DETAILS A, B, C, D OF PAGE 44 VALL/PAeu CONNECTION DETAILS MOMENT FOOTING DETAIL J Cr PAGE 45 AV OF PACS 50 , AGI OF PAGE 49 A2, BB, BD, 1s, BG OF PAGE 51 N, BN OF PACE 52 HEADER DETAILS SINGLE SPAN FREESTANDING STRUCTURE E, F G OF PAGE 44 STRUCTURAL PANEL H, I, K, L, M, N OF PAGE 45 HEADER/POST CON CTIEN DETAILS DETAILS E P, 0, T OF PAGE 46 AC OF PAGE 48 A, B, C, D OF PAGE 44 U, X ,W, Y OF PAGE 47 AIL AS, AT, AU, A1C. AT OF PAGE 50 .e% R_ BJ OF PAGE 52� AV OF PAGE 50 BE OF PAGE 51 WALL/PANEL CONCCTEN DETAILS J OF PAGE 43 AV OF PAGE 50 AZ BB, BD. BF. BG OF PAGE 51 BI, BN OF PAGE 52 MOMENT FOOTING DETAIL AD OF PAGE 49 TISPAN F ' AG, AM 4/27/2009 ENGINEERS STAMP MOMENT FOOTING DETAIL AD OF PAGE 49 LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS SINGLE SPAN ATTACHED LATTICE STRUCTURE I ❑'HANG 0 PROVIDE 1 1 DRAIN MULTISPAN UNITS REFER TO GENERAL NOTE 22. MULTISPAN FREESTANDING LATTICE STRUCTURMAXIMUME V V� RAFTER OVERHANG �0�EGG5, IS 25% OF CLEARSPAN LATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR POST HT HIGHER 3.5' CONCRETE SLAB REQ'D/\\ W/ CONSTRAINED'FOOTINGS S[NGLE SPAN ATTACHED PATIO SEE SCHEDULE FOR SIZE COVERS DO NOT DETAIL L29 ONLY REQUIRE FOOTINGS RAFTER SPAN kR SPAN) OR MORE SPANS �-� OF CLEAR SPAN `yr d .� SCHEDULES• PROD C SEE LENGTH Vp1t1ES. OF PROJECTION ON FASCIA 75% Cq M MIN• LENGTH POST s E OR STRUCTURAL PANEL BOX BEAN Ile srm c HEADER OVER SPACING T �_ 8' /y, plq�FF,y'�I, p L�66L 'A 3.5' CONCRETE SLAB REQ'D W/ CONSTRAINED FOOTINGS 3.5' CONCRETEASLAB REQ'D W/ CONSTRAI D FOOTINGS SEE SCHEDULE FOR FOOTING SIZE SINGLE SPAN ATEACHED CMLEVERFD SIR CRI TW TW VERHANG Y4j1 t S TW TW 1. Eke /30:"ei44 f FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM -�jPLACE 1- 1/2" 0X 6" y�STL BAR AS SHOWN SEE SCHEDULE FOR SIZE 109 DETAIL L29 ONLY 4/27/2009 ENGINEERS STAMP t 5208 TENNYSON PARKWAY - RU[LDUVC PRODUCTS, WC. SUITE 100 PLANO, TEXAS 75024 tAWN 'CMP 5zr.- DRAWING NONE OR PART ALUMAWOOD STRUCTURAL NAME CONFIGURATIONS 1TE DRAWINGSHEET NUMBER SC03-2006 3 OF 4 F F'KIN I to UN 4/Ly/LUU`J WALL CONNECTION DETAILS L7, LID OF PAGE 16 L17, L22 ON PAGE 17 L28 ON PAGE 18 � LATTICE TUBE AND CONNECTION DETAILS--".. L3, L6 OF PAGE 16 RAFTER CONNECTION DETAILS L9 OF PAGE 16 L30 OF PAGE 18 HEADER/VALL CONNECTION DETAIL L15 OF PAGE 16 DETAILS LI, L2, L3 OF PAGE 16 HEADER DETAILS \ L1, I.S. L12 OF PAGE 16 L18 OF PAGE 17 HEADER/POST CONNECTION DETAILS L8 OF PAGE 16 L16, L19, L23 OF PAGE 17 L26, L27 OF PAGE 18 POST DETAILS L4, LIl 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-) GUTTER/RAFTER TAIL CONNECTION DETAILS N4, N5 OF PAGE 40 N10 OF PAGE 41 N23, N28 OF PAGE 42 N31 OF PAGE 43 HEADER/POST CONNECTION DETAILS--- N22, ETAILS--- N22, N24 OF PAGE 42 N32, N35 OF PAGE 43 POST DETAILS Nil, N34, N16, N17 OF PAGE 41 POST/SLAB/FOOTING CONNECTION DETAILS N8 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 N30 OF PAGE 43 PANEL/WALL CONNECTION. N18 OF PAGE 41 STRUCTURAL N21,' N26, N27 OF E -a4 PANEL DETAILS N33, N34 OF NG(?' NI, N3 OF PAGE 40 SINGLE SPAN ATTACHED CARLEVEM SIR U'D R RAFTER CONNECTION DETAILS L9 OF PAGE 16 L30 OF PAGE 18 -.-----HEADER/POST CONNECTION DETAI L8, L12 OF PAGE 16 1 \L16, L19, L23 OF PAGE 17 L26, L27 OF PAGE 18 SINGLES LATTICE (9 4/27/2009 ENGINEERS STAMP ruJ l / r uu 111VU CONNECTION DETAIL L29 OF PAGE 18 1NECTION DETAILS . rER CONNECTION DETAILS 3F PAGE 16 OF PAGE 18 :T DETAILS OF PAGE 16 OF PAGE 17 PRINTED ON 4/2912009 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024"x2"x6.625" Rafter (MUltiSDanl 0 019"0"xR 625" Rafter fMLiltinqnl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (Psf) (in) 90 110 120 130 10 24" T-11" T-11" 6'-11" 6'-0" LIVE 20" 9'-0" 9'-0" 8'-0" T-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" 4'-8" 4'-8" 4* -8" LIVE 20" 5'-5" 5* -5" 5'-5" 5* -5" 30 16" 6'-5" 6-5" 6'-5" 6'-5" 12" T-11" T-11" 7'-11" T-11" 25 24- 4' -6" 4'-6" 4'-6" 4'-6" 20.'5' -2" 5'-2" 5'-2' 5'-2" 60 16" 6.-2" 6'-2" 6'-2" 6'-2" 1 2-1 7. -8" 7'-8" T-8" T-8" 30 24" -10" 3'-10" 3'-10" 3'-101. 201, 4'-6" 4'-6" 4'-6" 4'-6" 16" 5'-4" IT 5'-4" 5'-4" 5'-4" 12" 6'-8" 6'-8" 6'-8" 6'-8" 40 24" 3.-0" X -O" X -O" T -O" 201, 3'-6" T-6" 3'-6" 3'-6" 16" 4'-3" 4'-3" 4'-3- 4'-3" 112" 5'4" 5'-4" 5'-4" 5'-4" 60 24" 2'-0" 2'-0" 2* -0" 2'-0" 0 L2O 2--5" 2'-5- 2'-5" 2'-5" 1 16" 3'-0" T -O" T-0" 3'-0" 12" 1 3'-10" 3'-10" T -W' 6'-0*' Ground Rafter Wind Speed and Exposure Snow Load - L Spacing Exposure C sf P psf (in) 90 110 120 130 FGround 10 10 24" 11•-7'• 11%7" 11'-7" il'-l" LIVE 20" 13'-0" 13'-0" 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" 7'-2" LIVE 20" 8'-2" 8'-2" 8* -2" 8'-2" 30 16" 9'-7" 9'-7" 9'-7" 9'-7" 12" 11 7.. 1 V-7" 11._7' 11'-7" 25 24" 6'-11" '-11" 6-11 6'-11" 6'-11" 20" 7'-11" 7'-11" 7'-11" T-11" 60 16" 9'-3" 9'-3" 9'-3" 9* -3" 12" 11'_3" 11'_3'. 11._3'. 11'_3" 30 24" 6'-0" 6-0" 6'-0" 6* -0" 20" 6'-11'• 6'-11" 6'-11" 6'-11" 16" 8'-2" 8'-2" 8'-2" 8'-2" 12" 9'-11" 9'-11" 9'-11" 9'-11" 40 24" 4'-10" 4'-10" 4'-10" 4'-10" 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" 3'-5" 3'-5" 3'-5" 3'-5" 20" 4'-0" 4'-0" 4'-0" 4'-0" 16" 6'-9" 6-9" 6-9" 6'-9" 12" 6'-0" 1 6'-0" 6'-0" 6'-0*' IAPMO ES REPORT 110113 ()n40"y2"xF;6?-S"Rafter Wijlfi-n) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (Psf) (in) 90 110 120 130 10 24" 15'-6"" 15'-6" 15'-6" 15'-6" LIVE 20" 17'-3" 1 1 7'-3" 17* -3" 17'-0" 20 16" 19'-7" 19'-7" 19'-7" 18'-10" LIVE 12" T22'-4"'22'-4" �'j �.j 21'-8" 20'-6" - 20 24" Y-1 1" 9'-11 " 9'-11" 9'-11" LIVE 20" 11%2" 11%2" 1 V-2" 11'-2" 30 16" 12'-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" 60 161, 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" 8'-5" 20" 9* -7" 9* -7" 9'-7" 9'-7'* 16" 11._2.• 11'-2" 11'-2" 11'-2" 12" 13'-5" 13'-5" 13'-5" I3'-5" 40 24" 6'-1 5'-5" 6 6'-9"6 20" 7' 'I 7 6'-3' 7%9" 16" 9'-2" 9'-2" 9'-2" 9'-2" 12" 11._7' 11,_2" 11--2" 11--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" 8'-5" 8'-5" 8'-5" 8'-5" n ndq-xi-xR- Rafter (IvI,,Itiqn.n) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (psf) 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._9,. 21'-9" 21'-9" 20'-10". 20 36" 8'-2" 8'-2" 8'-2" 8'-2" LIVE 30" 9'-4" 9* -4" 9* -4" 9'-4" 30 24" 1l'_0'. 11'-0" 11'_0" 11'_0" 16" 14'-4" 14'-4" 14'-4" 14'-4" 25 36" T-10" T-10" 7'-10" 7'-10" 30" 91-01, 91-01, 91-01, 91-01, 60 24" 10'-7" 10'-7" 10'-7" 10'-7" 16" 13'-11 13'-11" 13'-11•' 13'-11" 30 36" 6-10" 6-10" 6'-10" 6'-10" 30" 7'-10" 7'-10" 7'-10" 7'-10" 24" g'-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" T-6" 16" 10'-2"- 10'-2" 10'_7. 10'-2" 60 36" S-10" 3'-10" 3'-10" S-10" 30" 4'-6" 4'-6" 4'-6" 4'-6" 24" 5'-5" 5'-5" 5-5" 5!-5" 16" 7'-6" 7'-6" 7'-6" 7'-6" I ABLE 1.1 ]ABLE 1.2 1 ABLE 1.3 1 ABLE 1.4 [SINGLE SPAN TABLES I NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN 0.024"x2"x6.625" Rafter (Single Soanl 0.032"x2"x6.625" Rafter (qinate Snnnl 0 040"y9"x669.S" Rafter (Sinnlp Rnnnl (I 049"%3"yR" Rafter (Sinalp Snartl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (Psf) (in) 90 110 120 130 10 24" 10'-3" 8'-0" 6-11" 6'.0 - LIVE 20" 11%10" 9'-2" 8'-0" T -O" 20 16" 13'-2" 101-9: 9'-5" 8'-3" LIVE 12" 15'-2" 12* -6 10'-6" 8'-11" 20 24" 5'-2" 5'-2" 5'-2" 5'-2" LIVE 20" 6'-3" 6'-3" 6'-3" 6'-3" 30 16" 7'-9" 7'-9" 7'-9" T-9- 12" 10'-3" 10'-3" 10'-3" 8'-11'. 25 24" 4'-11" 4'-11" 4'-11 4'-11" 20" 5'-11" 5'-11" 5'-11 5'-11" 60 16" 7'-5" 7'-5" 7* -5" T-5" 12" 9'-10" 9'-10" 9'-10" 8'-11" 30 24" 4'-1" 4'-1" 4'-1- 4--1" 20" 4'-11" 4'-11" 4'-11" 4'-11" 16" 6'-2" 6'-2" 6'-2" 6'-2- 12" 8--2- 8'-2" 8'-2" 8'-2" 40 24" 3'-1" 3'-1- 3'-1' 3'-1" 20" 3'-8" 3'-8" 3'-8" 3'-8" 16" 4'-8" 4* -8" 4'-8" 4'-8" 12" 6'-2" 6'-2" 6--2" 6'-2" 60 24" 2'-1•' 2'-1•' 2'-1" 2'-1" 20" 2'-6" 2* -6" 2'-6" 2'-6- 16" 3'-1" 3'-1'• 3'-1" 3--1" 12" 41'-1" 4'-1" 4•-1" 4--1" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (Psf) (in) 90 110 120 130 10 24" 14'-7" 13'-9" 12'-4" 11'_1" 1.-11, LIVE 20" 16'-0" 15'-4" 13'-9" 12'-5" 20 16" 17'-9" 17'-4" 15'-7" 14'-l" LIVE 12" 19'-8" 19'-8" 18'-1" 16'-5" 20 24" 9'-4" 9'-4" 9'4" 9-4" LIVE 20" 11•_7• 11._2" 11'_7. 11* -2" 30 16" 12'-8" 12'-8" 12'-8" 12'-8" 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" 60 16" 12'-5" 12'-5" 12'-5" 12* -5" 12" 14'-3" 14'-3" 14'-3" 14'-3" 30 24" 7'-5" 7'-5" 7'-5" 7'-5" 20" 8'-11" 8'-11" 8'-11" 8'-11" 16" 11•_1' 11._1" 11._1" 11'_1.. 12" 13'-1" 13'-1" 13'-1" 13'-1" 40 24" 5'-7" 5'-7" 5'-7" 377" 20" 6'-8" 6'-8" 6'-8" 6'-8" 16" 8'-4" 8'-4" 8'-4" 8'-4" 12" 14'-4" 14-'4" --1" L3�'9 11._1" 60 24" - 34 9� 3�i'-. 5'-7" 3--9" 20'. 4'-5" 4'-5' 4'-5" 4'-5" 16" 5-7" 5'-7" 5'-7" 5'-7" 12" 7'-5" 7'-5" 7•-5" 7'-5" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (Psf) (in) 90 110 120 130 10 24" 17'-8" 17'-8" 17'-0" 15'-6" LIVE 20" 16-10" 18'-10" 18'-7" 17* -0" 20 16" 20'-3" 20'-3" 19'_11" 18'-10" LIVE 12" 22'-4" 22'-4" 21'-8" 20'-6" 20 24" 13* -2" 13'-2" 13'-2" 13* -2" LIVE 20" 14'-5" 14'-5" 14'-5" 14'-5" 30 16" 16-1" 16'-1" 16'-1" 16'-1" 12- 17'-8" 17'-8" 1 17'-8" 17'-8" 25 24" 12'-10" 12'-10" 12'-10" 12'-10" 20" 14'-1" 14'-l" 14'-1" 14'-1" 60 16" 15-8" 15'-8" 15'-8" 15'-8" 12" 17'-5" 17'-5" 17'-5" 17'-5" 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'-5" 16'-5", 16'-5" 16'-5" 40 24" 81-51,- - 20" 10* -1" 10* -1" 10'_1" 0'-1" 16" 12'-6" 12'-6" 12'_6" 1, 2'-6" 12' 14'-4" 14-'4" 1 14'-4" 14'-4" 60 24" 5'-7" 5--7" 5'-7" 5'-7" 20" 6'-9" 6'-9" 6._9" 6* -9" 16" 8'-5" 8'-5" 8'-5' 8'-5" 12" 11•_2•. 11'_7. 11 11'-2" I ABLE 1.tj I ABLE 1.1 1 ABLE 1.6 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (psf) (in) 90 110 120 130 10 36" 17'-1" 16'-6" 14'-10" 13'-5" LIVE 30" 18* -8" 18'-4" 16'-6" 14'-11 20 24" 20'-9" 20'-8" 18'-7" 16'_11" LIVE 16" 25'-1" 25'-1" 22'-11" 20'-10" 20 36" 10'-3" 10'-3" 10'-3 10'-3":: LIVE 30" 12'-3" 12'-3" 12'-3 123 30 24" 14'-10" 14'-I0" 14'-10" 14._10.• 16" 18'_1" 18'-l" 18'-' 12'-0" 25 36" 91-91, 91-91, 91-91, 91-91, 30" 11'_8" 11•_8" 11'-8" 11'-8" 60 24" 14'-6" 14'-6" 14'-6" 14'-6" 16" I7-8" 17* -8" 17'-8" 17'-8" 30 36" 8'-2" 8'-2" 8'-2" 8'-2" 30" 9.-g.. g. -g.' 9.-9" 91-9" 24" 12'-2" 12'-2" 12'-2" 12'-2" 16" 16'-2" 1 16'-2" 16'-2" 16'-2" 30* 7'-4" 7'-4" 7'-4" 7'-4" 24" 9'-2" i 9'-2" 9'-2" 9'-2" 16" 13'-8" 13'-8" 13'-8" 13'-8" 60 36'* 4'-1" 4'-1" 4'-1" 4'-1" 30" 4'-11" 4'-11" 4'-11" 4'-11" 24" 6'-2" 6'-2" 6'-2" 6'-2" 16" 9'-2" 9'-2" 9'-2" g'-2" I ABLE 1.9 IAPMO PAGE NUMBER 7 OF 57 T'vT' P.ft., rHW' n1, ft,Aulticnan n, qi-1.1 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (psf) in 90 110 120 130 10 0.024" 11'_8" 11'-8" 11'-8" 11'-8" LIVE 0.040" 16'-5" 16'-5" 16'-5" 16-10" 20 0.024" T-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" 7'-8"7'-8"- 0,040" 1 2'-10" 12'-10" 12'-10" 12'_10" 30 0.024" 6'-11" 6'-11" 6'-11" 6'-11" 0.040" 12'-0" 12'-0" 12'-0" 12'-0" 40 0.024" 5-9" 5'-9" 1 5'-9" 5'-9" 0.040" 10'-6" 10'-6" 10'-6" 10'-6** 60 0.024" 4* -5" 4'-5" 4'-5" 4'-5" 0.040" 8'.4" 84" 8'-4" 8'4" IAULt 1.0 Amerimax Building Products 5208 Tennyson Parkway Piano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carl putnam(a)comcast. net RAFTERS OIC SPACING MAY BE DOUBLED IF THE RAFTERS ARE DOUBLED UP TO 48" O/C SINGLE SP 3 ,. L1 HEADER (3004-H36 ALUM. ALLOY) FOUR #f 41Z4C�ti _\ SEE TABLE BELOW FOR SCHEDULE BRACKET USED IY\2- X 6 1/2' RAFTERS 2 1/8-j t=0.024', 0,032' or 0,040' Co ca O RAFTER & SIDEPLATES (3004-H36 ALUM. ALLOY) LATTICE TUBES 1.5'x1.5' @3' o/c 2'x2' @4' o/c 3'x3' @6' o/c A78' YIN MAX SPACING IS 36' O/C L3 LATTICE (3105-H26 ALUM. ALLOY) L4 POST (3105-H26 ALUM. ALLOY) RAFTER TO HEADER TCONNECTION BRACKETS 6063T6 ALUM ALLOY T=0.060' L9 BRACKET USED W/ 3'x8' AND 3'x3' RAFTERS USE TWO #14 SMS WHEN ATTACHING TO STEEL C BEAMS. 130 MPH REQUIRES THREE #14SCREWS FOR TRIB WIDTHS OVER 10' A48 MIN.---, ASTM A-653 Fy=40 KSI O STEEL CONNECTOR FOR WOOD POST CONNECTION ONE #8 SMS EACH RAFTER/LATTICE INTERSECTION MCE UM. RAFTER L6 LATTICE TO RAFTER CONN. 1/4' LAG SCREW W/ 2.25' EMBED INTO WOOD STUD wOOD LEDGER= 2 X DEPTH DIE RqTER SEE TABLE 7.6 COLUMN ANC4 FOR QUANTITY EAC SIDE EXISNNG RAFTER STRUCTURE RAFTER HANGER (DETAIL L7) Z- !10 X 1�SCR EACH SIDE /�1 L10 ALTERNATE RAFTER TO WALL C I \ STUD A lbw able Trib Vl'dth Y1hnd Wo. Jr n SC rew5 !Speed I (n) Haider ..2 . 3 . 4 ... 5 90 1,4 -I 0.032 OoubW_ 2x6 12' 15' 17 15' 0.04' OA42"x3"z8" B' t2' 15' 15' .&-PC 0.042 DoUbW_ 3x8 15' 15 15 15' 11 Or 0.032 Double 2x6 8' 12' 15 15' ExPC 0.042 - ... 0.04'?'x3"x8" -..._.__.._.-._ _...... 5' 8' t0' 15' 0.04? Cbubu 1x2— -- 10' 15 15 -. 15 Ph. of #14 Screws 1305F 0.032 Cnutle 2xG 11' 15 1; fzGC 0.042 0.42"x3"x8" 7' � 10' 13' 6.042 Double3x8 _ _._15,._...15, 1 10'_.._.Irl USE TWO #14 SMS WHEN ATTACHING TO STEEL C BEAMS. 130 MPH REQUIRES THREE #14SCREWS FOR TRIB WIDTHS OVER 10' A48 MIN.---, ASTM A-653 Fy=40 KSI O STEEL CONNECTOR FOR WOOD POST CONNECTION ONE #8 SMS EACH RAFTER/LATTICE INTERSECTION MCE UM. RAFTER L6 LATTICE TO RAFTER CONN. 1/4' LAG SCREW W/ 2.25' EMBED INTO WOOD STUD wOOD LEDGER= 2 X DEPTH DIE RqTER SEE TABLE 7.6 COLUMN ANC4 FOR QUANTITY EAC SIDE EXISNNG RAFTER STRUCTURE RAFTER HANGER (DETAIL L7) Z- !10 X 1�SCR EACH SIDE /�1 L10 ALTERNATE RAFTER TO WALL C I \ STUD UNITS MUST COMPY WITH TABLES L1 AND L2 ON SHEET M5 F 1,5' roln 1' rrin 3/8' LAG SCREWS 3' x 3' METAL POST (2.5' OF PENETRATION INTO WALL STUD) z 3' METAL POST DETAIL L25 1 - ._ EIGHT 014 SMS EIGHT 014 SMS L13 ' -. O O TWO 3/8'z4' EMBEDMENT LAG SCREW W/ 1.25.0, ONE /- U 4 O TWO 3/8' A-307 BOLTS WITH 1.5'0 WASHERS UNDER BOTH HEA O O ON EACH SIDE OF POST. O O AND NUT. ONE ON EACH SIDE OF POST. V r41n TIMBER FLOOR JOIST DECKING IS DOUGLAS Fw r OR HEADER UTILITY GRADE OR HTR ATTACHED STRUCTURE POST ATTACHED STRUCTURE POST TO DECKING TO DECK FLOOR JOIST SEE GENERAL NOTE #19 AND THESE DETAILS ARE LIMITED TO 90 mph LATTICE NOTE #3 EXPOSURE B AND C UNITS MUST COMPY WITH TABLES L1 AND L2 ON SHEET M5 F 1,5' roln 1' rrin 3/8' LAG SCREWS (2.5' OF PENETRATION INTO WALL STUD) 1 xi 3' X 8' ALUM RAFTER BRACKET(,. SEE TABLE 7.6 FOR REQUIRED FASTENERS 3.00 0.72 } —1.56 10.72 —� 0.93 0.72 1 I 93 156 3.00 '1 D. J-� .37 1- 0.72 --0,17 0.032 ALUM - 0' ALUM 3' X 8' ALU HEADER__._.. POST ALTERNATIVE L15 SLAB ATTACHMENT #14 SELF -DRILLING SCREW MAXIMUM WIND CONDITION IS 105 MPH EXPOSURE C JU AT POST kl�L1,1L M. ALLOY OR SI STEEL) 1'1-1 •`�� Q(iC1 SSS i. 0 q�s� PUT F C7 1 � 1t C 6181!391 E)Cfi`�1�.OPOO5, t 1 7 2409/2009 Engineer's Stamp i' TWO #8 SMS. EACH SIDE 1 1/2' FOR 2 X RAFTERS 2 3/4' FOR 3 X RAPIERS (6063-T6 ALUM. ALLOY, T= 0.0601 L7 RAFTER HANGER L= 1.92' FOR 2' X 6 1/2' RAFTERS L= 2.92' FOR 3' X 8' RAFTERS Q 0 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 0 0 5' 0 0 0.032'x2'x6.625' DOUBLE HEADER 0.032'x3'x3' ALUM POST 2' EIGHT #14 SMS L12 ° 0,042'x3'x8' 6' DOUBLE HEADER ° ° 0.041'x3'x3' STEEL POST * L lllili11lI1C�X 5208 tEONN YSON PARKWAY SUITE" BUILDING PRODUCES, INC. PLANO, TEXAS 75024 NTSComponent torts & Connection Uetails For Patio & Commercial Lattice Structures Fl LT01-2006 1 of 3 F MIN I tU UN 4/,eV/2UALTERNATE RAFTER 3' SQ POST 3/8' BOLTS W/ 1' DIA. CONNECTOR BRACKET -0 x 3/32' THK. STL. WASHER (6063T6 ALUM) TO 8' STEEL 'C' BEAM IF DETAIL L29 IS NOT 5.5" SEE TABLE 7.4 COLUMN 'N' USED ATTACH SIDE FOR QUANTITY PLATES AS PER DETAIL 1.575" 2.35" FOR #14 SELF DRILLING L26 SCREWS SEE TABLE 7,4 �,C• NIPH Exp 6 COLUMN 'O'. 0.100 22'-0• 174' 0.750" 9%6" 2x8 0.750" 22'.0 _r .060 - 3/8' BOLTS SEE TABLE 73 COLUMN 'H' 10 psi FOR QUANTITY 11%7, OR #14 SELF DRILLING SCREWS 0.04lx3'x3' STEEL POST SEE TABLE 7.3 COLUMN 'G' �\ FOR QUANTITY DETAIL 3" X 8" - 1 FOR ATTACHED STRUCTURES POST TO WRAPPED 3" X 8" X 12 or 16 GA.L1 g HEADER SPLICE DETAIL 2- 114 SI 'C' BEAM HEADER CONNECTIONS EACH SIDE 3' X 8' HEAD[ 3"X 8" BOX BEAM WRAP 3'x8' 12 (t=0,105') OR 16 GAUGE (t=0.059') STEEL C BEAM Fy= 50 KSI aL18 3" X 8" X 12, 16 GA. STL. 'C' BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM 3" OR 4" 3" or 4" OR Ib' 3' OR 4' ASTM A500 L21 GRADE A STEEL POST 2- 2' X 6 I /2' SIDEPIATES ONE EACH SIDE OF COLUMN Seal with permanently flexible 6 waterproof sealant �- 2' x 6' L 2' x 4' Stud J 1.00'min, w1 3.5' MIN efrT TWO a"O X4" RAFTER LAG SCREWS DETAIL "A" 2"x FASCIA 2'x WOOD FRAMING DOUGLAS FIR -LARCH SEE DETAIL (NORTH) #2 OR BTR 'a' o wart HANGER--\� c,w irn mu SEE TSE 8 FOR MAXIMUM FOR FASTENER OVERHANG SEE SCHEDULE SCHEDULE 0 RIGHT L17 ALTERNATE EAVE ATTACHMENT 0 ATTACH LATTICE C VER AS PER L7 Completely Seal with permanently flexible & waterproof sealant 2.5' MIN PENETRATION -% 1.00'min.STUCCO ATTACHMENT DETAIL L22 INTO WOOD FRAMING WITH *LEDGER BOARD Synthetic Stucco or other non-structural covering (1' max. thick) Sheathing SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 JUN J 7 060 " WN LivelSnov+ Load RAFTER MAX DISTANCE TO FIRST RO`N OF POSTS 3/8' Lag Seg SIZE FIVE OVER4ANG ATTACH LATTICE C VER AS PER L7 Completely Seal with permanently flexible & waterproof sealant 2.5' MIN PENETRATION -% 1.00'min.STUCCO ATTACHMENT DETAIL L22 INTO WOOD FRAMING WITH *LEDGER BOARD Synthetic Stucco or other non-structural covering (1' max. thick) Sheathing SEE ALLOWABLE DISTANCE TO FIRST ROW OF POSTS IN TABLE 7.7 JUN J 7 060 " WN LivelSnov+ Load RAFTER MAX DISTANCE TO FIRST RO`N OF POSTS SuI.0 Cure, 'yViml SIZE FIVE OVER4ANG (24" GIC) 12' 18" 24•' 3G" 36" 10 psi 2X4 16-?- 5'-11- 5.6" 2%3 0'-2- �,C• NIPH Exp 6 2x6 27 -Cr 22'-0• 174' 13'.15- 9%6" 2x8 2- a 22'.0 2-C+ 22.1Y 22.0' 10 psi 2x4 11%7, 6-7" I'. 1" Z-4- 0.7. W IAPH Evp C 2x6 22.0 2'-0' 1�"-1" 1U V T 2- 2xe 27 -CF 22'-C' ='-0' 2-Q' 2A' 20 ps1 2x4 2'b" 4'.9' 7.15' 1'-3' U-1- 105 IAP4 E<p 8 2x6 '12-4' 12'4 ccg' 6-10" 4%9" 2x8 174 174' 1<4' IT -4' 1I'}9- 25 pd 2x4 6%9" S.9- 7.1- U-10" 0'-0' 105 LIP -1 Exp C 2x6 13-7 111.3" 73 .2x8 13'-7 1a.1, 18'-I- 30 pef 2x4 .5 K3" 3'•0" 1' o' 0' d• C'A" 110 LIRA Exp C 2x6 11--1" Z' 6.1" � 4'.1- Z-8" 2x8 11'-d' 1V4' 11'4 9=.5 40psi 2x• 3'-19' i'-10' 0'-8" 0'-3' 0%0- 2x6 7..10. 6.7 q..z: 7.7 1.4" 2x8 s-•1• I 8'-4' `;_4' 6-7. 4=9- 60 PST 2x4 2 3" 0'-10` �-0" 0'-1 0%3' 2x6 a'-8" 7-10' 2.2' 1'•)' 0'-1" 2x8 5'.9' 5-9' S-3" 3'•3 S=e #14 SMS 4/27/2009 Engineer's Stamp 6„ I -3" X 8" BOX BEAM HEADER - ALUM. "H" BRACKET 3"X 3" ALUM. POST L23 ALUMINUM "H" BRACKET FOR CONNECTING POST TO HEADER (6063T6 ALUM ALLOY) THIS DETAIL MAY ONLY BE USED WITH DETAIL L29 j I00 5208 TENNYSON PARKWAY SUITE 100 BUILDING PRODUCTS, INC. PLANO. TEXAS 75024 B NTS For a & Commercial"Lattice Structures IPILLr. LT02-2006 SHEET.2 of 3 I— 2 1/8" —I I— 2 1/8 —I I FOUR #14 SD SCREWS EACH SIDE FOR 90 MPH EXP C SLAB AND UP TO d=28' f00TING. 0.042"x3"x8" 4" m n 4- #14 SMS III TWO 3/8' BOLTS FOR 90 MPH EXP B, AND HEADER EACH SIDE FOOTINGS UP TO d=24' THREE 3/8' BOLTS FOR FOOTINGS UP TO – 0.024" 0.024' 0.024" 6 5/8" d=28' AND 90 MPH EXP C X � '� 6" MIN p 11.25j —.50' "I SEE GENERAL NOTE #I1 < r 2"X 6 1/2"X - t 3.00' I s' r .024" ALUM. SIDEPLATE J�80, 1.o"I. 6 5/8" 3• 3"X 3" 2"X 6.625" O 1 9 POST "'-ISIDEPLATES L25 s • 2 3" x 8" HEADER I 0.0941-- � J 2,25.-1 Il.o- ALUM. FOOTING ALUMINUM BRACKET FOR CONNECTI❑NG I BRACKET CONNECTION #14 x 3/4' TEK FOUR– SMS POST TO FOOTING OR SLAB EACH SIDE, SPACED EVENLY + DE, 3- (6063–T6 ALUM ALLOY> + SINGLE SPAN ATTACHED UNITS ONLY tS� REQUIRES SIDEPLATES AS SH❑WN INDETAIL Z3'SQUARE L26 OR FOOT NG p� COLUMN L26 3" ALTERNATE POST CONN. BRACKETS 3"x3" ALUMINUM RAFTER " ALTERNATE+4! (3105—H26 ALUM, ALLOY) L30 #10 OR #14 SMS WITH SIDEPLATES (STEEL A-653 Fy=40,000 PSI) L24 RAFTER 2' x 6,5' SIDEPLATES ALL (3004-H36 ALUM. ALLOY) ATTACHMENT LATTICE HEADER TOP MOUNT BRACKET MAX"L" FOR TOP FREESTANDING OR ATTACHED Lattice or OR SIDE MOUNT FOOTING TO POST STErPtOs /16" STEEL Fy = 36 ksi CONNECTION DETAIL Solid Panels TRUSS/RAFTER 0.042"0%8" HEADER 8" 16" o/c 24"o!c BRACKET IS 1.25' WIDELive 0!CSPACINGAl4SMS p Hrncket MIN <o.o6a•) 8 SMS e-Load ALUM zx8 LED= 8ovm (Wn 10 21'-6" RAFTER WCER �10:1'�� "20 11'-3" TOP MOUNT �'a'''8"'"°12" 14•-4"LaAlun. 7'-6"Soli6" MIN WoNOT ALL❑WED IN L 1. SNOW LOAD AREAS. J"x9" ST 'I BAR EMBA3' 3' x 8' Header #2 I I (0.042') ATTACH PER TABLE 7.5 9) x1 FOUR #14 SMS 2' x 6' Side Plate EXISTING EAVE WOOD FRAMING 9 .68 i `i�, '.r: EACH SIDE FO EACH HEADER 2" MIN #14 sNS I I ALL HOUSE PENETRATIONS ALUM MUST BE COMPLETELY AND RAFTER y D Q 'P 3' x 8' Header #1 PERMANENTLY SEALEDPLACESSCREWS I • 3�� ,.. CONCRETE Foo ON �!J y XP 30 3"x3" POST (0.042') I 3•x3" POST ??,q i fQ:ag STIR t TINGS EQUIRE A 3.5' Q cc `� I I 3/16- ASTM A36 �``' �, 1 �r c ON ETE S ACE SLAB 2x6.5" SIDEPLATE STEEL BRACKET-I'\ 1" SPACING 'BOARD w C 6813911, Ii BETWEEN SCREWSIDE MOUN B CKET L28 o: 1ti EXf' X11;.0 Zoos, S;; L ` erimaX 5208 TENNYSON PARKWAY SUITE 100 L27\ ALTERNATIVE SPLICE FOR ATTACHED UNITS: SAVE ATTACHMENT 3/d' HEAVE cwt. ••�q OF (; LDIVC PRODUCTS, fNC. PLANO. TEXAS 75024 OVERHANG AND 'L' MUST ALSO COMPLY C AL1@ �,,,r, BEJ .-WITH._DETAIL, LI LEDGE 4/27/2009 SCALL Component Parts & Connection Details NTS For Patio & Commercial Lattice Structures Engineer's Stamp DAM' n LT03-2006 3 of 3 1 PRINTED ON 4/29/2009 SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 2.5" x6" Super Six (Multispan) 3.5"x12" Super 12 (Multispan) Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C (psf) (in) 90 90 105 110 (psf) (in) 90 90 105 110 10 0.018 11'-1" 10'-11" 9'4" 8'-11" 10 0.018 9'-5" 8'-3" 6'-4" 5'-10" LIVE 0.024 13'-7" 13'-7" 11'-7" 11'-1" LIVE 0.024 14'-2" 13'-8" 11'-3" 10'-7" 164" 0.032 17 1" 17'-1" 14'-7" 13' 11" 164" 0.032 19'-6" 19'-6" 16-7" 15'-9" 16'-0" 0.036 18'-8" 18'-8" 16'_1" 15'4" 16'-11" 0.036 20._10'• 20._10" 18,_9" 17'-11.. 20 0.018 7'-11" 7'-11" T-11" T-11" 20 0.018 5'-9" 5'-9" 5-9" 79" LIVE 0.024 9'-10" 9'-10" 9'-10" 9'-10" LIVE 0.024 9'-7" 9'-7" 9'-7" 9'-7" 10._7" 0.032 12'_4" 12._4" 12'_4.. 12._4" 13._2,. 0.032 13'_9'. 13._9" 13'_9" 13'_9" 12'-1" 0.036 13'-7" 13'-7" 13'-7" 13'-7" 13'-8" 0.036 15'-6" 15'-6" 15'-6" 15'-6" 25 0.018 7'-8" 7'-8" T-8" T-8" 25 0.018 5-6" S-6" 5-6" 5'-6" 7'-4" 0.024 9'-7" 9'-7" 9'-7" 9'-7" 10'-2" 0.024 9'-4" 9'-4" 9'4" 9'-4" 10'-4" 0.032 12'-1" 12'-1" 12'-1" 12'-1" 13'-0" 0.032 13'-5" 13'-5" 13'-5" 13'-5" 11'-9" 0.036 13'-3" 13'-3" 13'-3" 13'-3" 13'-6" 0.036 15-2" 15'-2" 15'-2" 15-2" 30 0.018 T-0" 7'-0" 7'-0" T-0" 30 0.018 4'-9" 4'-9" 4'-9" 4'-9" 6'-7" 0.024 8'-9" 8'-9" 8'-9" 8'4" 9'-3" 0.024 8'-4" 8'-4" 8'-4" 8'-4" 9'-4" 0.032 11'_0.. 11' 0" 11'_0.' 11'_0" 11'-10" 0.032 12'_2.. 12'_2" 12'_2.. 12'_2.. 10'_8" 0.036 12._2.• 12.2.. 12,_2•, 12._2., 12'_8'. 0.036 13,_9.. 13'-9" 13'4. 13'-9'. 40 0.018 6'-1" 6'-1" 6'-1" 6'-1" 40 0.018 3'-9" X-9" T-9" X-9" 5-6" 0.024 7'-7" 7'-7" T-7" T-7" 8'-0" 0.024 6-11" 6-11" 6'-11" 6-11" 7'-10" 0.032 9'-7" 9'-7" 9'-7" 9'-7" 10'-3" 0.032 10'-5" 10'-5" 10'-5" 10'-5" 9'-0" 0.036 10'-7" 10'-7" 10'-7" 10%7" 11'-3" 0.036 11'-10" 11'-10" 11%10" 11'-10" 60 0.018 4'-11" 4'-11" 4'-11" I 4'-11" 60 0.018 2'-7" 2'-7" 2'-7" 2'-7" 4'-2" 0.024 6'-3" 1 6'-3" 6'-3" 6'-3" 6-6" 0.024 5'-2" 5'-2" 5'-2" 5-2" 6'-2" 0.032 T-10" 7'-10" T-10" 7'-10" 1 8'-4" 0.032 8'-4" 8'-4" 8'4" 8'-4" T-1" 0.036 8'-8" 8'-8" 8'-8" 8'-8" 9'-2" 0.036 9'-6" 9'-6" 9'-6" 9--6-- '-6"TABLE TABLE4.1 TABLE 4.2 2.5" x6" Suoer Six fSinnle Snan1 SPAN TABLES 3 5"r1 T' Rano 19 /Sinnlo Rnnn) IAPMO ES REPORT #0113 2.5" x 12" Mark X (Multispan) 2"x6" Flat Panel (Multispan) Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp 8 I Exposure C (psf) (in) 90 90 105 110 (ps() (in) 90 90 105 110 10 0.018 8'-1" 8'-1" T-7" T-3" 10 0.018 11'-7" 11' 7" 9'-10" 9'-S" LIVE 0.024 11'-3" 11'-3" 10'-2" 9'-8" LIVE 0.024 14'-8" 14'-7" 12-5" 11'-10" 0.018 0.032 164" 15'-4" 13'-7" 12'-11" 0.018 0.032 164" 16'-4" 14'-11" 14'-5" 0.018 0.036 16'-0" 16-0" 4'-6" 14'-0" 0.024 0.036 16'-11" 16'-11" 15-6" 15--0-- 5'-0"20 20 0.018 54" 5'4" _1 54" T-4" 20 0.018 8'-2" 8'-2" 8'-2" 8'-2" LIVE 0.024 T-7" T-7" T-7" 7'-7" LIVE 0.024 10'-5" 10'-5" 10'-5" 10'-5" 0.032 0.032 10._7" 10._7. 10'_7.. 10._7., 0.032 0.032 13._2,. 13,_2,. 13'_2•• 13,_2" 0.032 0.036 12'-1" 12'-1" 12'-1" 12'-1" 0.036 0.036 13'-8" 1 13'-8" 13'-8" 13--8-- 3'-8"25 25 0.018 5-2" 5-2" 5'-2" 5'-2" 25 0.018 8'-0" 8,-0" 8,-o" 8'-0" 0.036 0.024 7'-4" TA" T-4" 7'4" 0.018 0.024 10'-2" 10'-2" 10'-2" 10'-2" 0.018 0.032 10'-4" 10'4" 10%4" 10'-4" 0.018 0.032 13'-0" 13'-0" 13'-0" 13'-0" 0.018 0.036 11'-9" 11'4" 11'4" 11'4" 0.024 0.036 13'-6" 13'-6" 13'-6" 13'-6" 30 0.018 4'-7" 4'-7" 4'-7" 4'-7" 30 0.018 7'-3" 7'-3" 7'-3" 7'-3" 0.024 0.024 6'-7" 6-7" 6'-7" 6-7" 0.032 0.024 9'-3" 9'-3" 9'-3" 9'-3" 0.032 0.032 9'-4" 9'-4" T-4" 9'-4" 0.032 0.032 11'-10" 11'-10" 11%10" 11'-10" 0.032 0.036 10'_8" 10'_8" 10'-8" 10•_811 0.036 0.036 12'_8'. 12'-8" 12._8" 12'-8" 40 0.018 3'-9" X-9" T-9" 3'-9" 40 0.018 6-3" 6-3" 6-3" 6-3" 0.036 0.024 5-6" 5-6" 5-6" 5-6" 0.018 0.024 8'-0" 8'-0" 8'-0" 8'-0" 0.018 0.032 7'-10" 7'-10" 7'-10" T-10" 0.018 0.032 10'-3" 10'-3" 10'-3" 10'-3" 0.018 0.036 9'-0" 9'-0" 9'-0" 9'-0" 0.024 0.036 11'-3" 11'-3" 11'-3" 11'-3" 60 0.018 2'-9" 2'-9" 7-9" 2'-9" 60 0.018 5'-0" 5'-0" 5'-0" 5'-0" 0.024 0.024 4'-2" 4'-2" 4'-2" 4'-2" 0.032 0.024 6-6" 6-6" 6'-6" 6'-6" 0.032 0.032 6'-2" 6%2" 6-2" 6-2" 0.032 0.032 8'-4" 8'-4" 8' 0.032 0.036 T-1" 7'-1" 7'-1" T-1" 0.036 0.036 9'-2" 9'-2" 9' TABLE 4.3 TABLE 4.4 NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN 9 - v 19" Mark Y Minnln R -n1 9"v R" CI.I 0-1 Minnlo Q-1 Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exposure C Snow Load Gauge Exp B Exposure C (psf) (in) 90 90 105 110 (psf) (in) 90 90 105 110 (psf) (in) 90 1 90 105 110 (psf) (in) 90 1 90 105 110 10 0.018 13'-5" 10'-11" 9'-4" 8'-11" 10 0.018 11'-2" 8'-3" 64" 5'-10" 10 0.018 10'-11" 8'-11" T-7" T-3" 10 0.018 13'-3" 11'-7" 9'-10" 9'-5" LIVE 0.024 16'-9" 13'-7" 11'-7" 11'-1" LIVE 0.024 17'-5" 13'-8" 11'-3" 10'-7" LIVE 0.024 14'-2" 11%11" 10'-2" 9'-8" LIVE 0.024 15'-0" 14'-7" 12'-5" 11'-10" MAX 0.032 19'.8" 17'-1" 14'-7" 13'-11" 10' 0.032 20'-l" 19'-6" 16'-7" 15'-9" MAX 0.032 15-6" 15'-6" 13'-7" 12'-11" 10' 0.032 164" 164" 14'-11" 14'-5" MAX 0.036 20'-4" 18'-10" 16'-1" 15'4" 10' 0.036 20'-10" 20'-10" 18'-9" 17'-11" MAX 0.036 16'-0" 16-0" 14'-6" 14'-0" MAX 0.036 16'4" 16'-9" 15'-6" 15'-0" 20 0.018 11'-2" 10'-5" 9'-4" 8'-11" 20 0.018 6'-8" 6'-8" 64" 5'-10" 20 0.018 9'-5" 8'-11" 7'-7" 7'-3"20 MAX 0.018 10'-0" 9'-9" 9'-4" 9'-1" LIVE 0.024 14'-6" 13'-7" 11'-7" 11'-1" LIVE 0.024 13'-3" 13'-3" 11'-3" 10'-7" LIVE 0.024 11'-4" 11'-4" 10'-2" 9'-8" LIVE 0.024 12'-0" 12'-0" 1V-11" 11'-9" MAX 0.032 15'-10" 15'-10" 14'-7" 13'-11" 12' 0.032 15'-4" 15'-4" 15'-4" 15'-4" MAX 0.032 12'-5" 12'.5" 12'-5" 12'-5" MAX 0.032 13'-2" 13'-2" 13'-2" 13'-2" 0.036 16'-5" 16'-5" 16-1" 15'-4" 0.036 164" 16'-4" 164" 16-4" 0.036 12'-11"112--11" 12'-11" 12'-11" 0.036 13'-8" 13'-8" 13'-8" 13'-8" 25 0.018 11'-0" 10%1" 9'-4" 8'-11" 25 0.018 64" 64" 64" 5'-10" 25 0.018 9'-3" 8'-11" 7'-7" 7'-3" 25 0.018 9'-10" 9'-7" 9'-1" 9'-0" 0.024 14'_3" 13•_3.. 11' 7" 11'_1" 0.024 12'_11" 17.11" 11._3'. 10'_7• 0.024 11•_1'. 11'_1" 10'_2" 9'-8" 0.024 1V-1 0" 11._10" 11•_8" 11'_7" 0.032 15'-7" 15'-7" 14'-7" 13'-11" 0.032 15'-0" 15'-0" 15'-0" 15'-0" 0.032 12'-3" 12'-3" 12'-3" 12'-3" 0.032 13'-0" 13'-0" 13'-0" 13'-0" 0.036 16-2" 16'-2" 16'-1" 15'-4" 0.036 16'-0" 16'-0" 16'4" 16'-0" 0.036 12'-8" 12'-8" 12'-8" 12'-8" 0.036 13'-6" 13'-6" 13'-6" 13--6-- 3'-6"30 30 0.018 10'-3" 9'-9" 9'-1" 8'-11"r40 0.018 5' 4" 5'-4" 5'-4" 5'-4" 30 0.018 8'-5" 8'-5" T-7" 7'-3" 30 0.018 9'-0" 9'-0" 8'-7" 8'-6" 0.024 13._1'• 12'-6" 11•_7" 11'_1'0.024 11' 10" 11._10" 11•_3" 10'_7" 0.024 10'_1" 10'_1.. 10._1'• 9'-8" 0.024 11•_2'. 11' 2" 11•_1" 10•_11 0.032 14'-9" 14'_9'. 14,_7• 13'-11"0.032 13'_9" 13'-9" 13'_9'• 13'-9" 0.032 11'_6'• 11._6'• 11'_6" 11'_6'. 0.032 12'_3" 12'-3" 12'_3" 12•_3" 0.036 15'-3" 15'-3" 15'-3" 15'-3"0.036 14'-7" 14'-7" 14'-7" 14'-7" 0.036 12'-0" 12'-0" 12'-0" 12'-0" 0.036 12'-8" T-9" 7'-9" 7'-8" 40 0.018 9'-0" 8'-9" 8'-5" 8'-3"0.018 4'-0" 4'-0" 4'-0" 4'-0" 40 0.018 T-4" 7'-4" 7'-4" 7'-3" 40 0.018 T-9" 7'-9" T-8" 7'-8"0.024 11'-5" 11'-3" 10'-11" 10'-10"0.024 9'-5" 9'-5" 9'-5" 9'-5" 0.024 8' 9" 8'-9" 8'-9" 8-9" 0.024 9'-10" 9'-10" 9'-10" 9'-10" 0.032 13' 5" 13'-5" 13'-5" 13'-5"0.032 11'-11" 11'-11" 11'-11" 11'-11." 0.032 10'-5" 10'-5" 10'-5" 10'-5" 0.032 11'-2" 11'-2" 11'-2" 11'-2" 0.036 13'-11" 13'-11" 13'-11" 13'-11" 0.036 12--8-- 12'4" 12'-8" 12'-8" 0.036 10'-11" 10'-11" 10'-11" 10'-11" 0.036 11'-7" 11'-7" 11'-7" 11--7-- 1'-7"60 60 0.018 T-4" T-4" 7'-0" 6-10" 60 0.018 2'-8" 2'-8" 2'-8" 2'-8" 60 0.018 5'-4" 5'-4" 5'-4" 5'-4" 60 0.018 6'-4" 6'-4" 6'-4" 6'-4" 0.024 9'-4" 9'-4" 9'-4" 9'-3" 0.024 6'-4" &A" 6'-4" 6'-4" 0.024 T-2" 7'-2" 7'-2" 7'-2" 0.024 8'-0" 8'-0" 8'-0" 8'-0" 0.032 11'-4" 11'-4" 11'-4" 11'-4" 0.032 9'-9" 9'-9" 9'-9" 9'-9" 0.032 8'-6" 8'-6" 8'-6" 8'-6" 0.032 9'-7" 9'-7" 9'-7" 9'-7" 0.036 12'-l" 12._1" 1 12'_1" 1 12._1" 0.036 10'-5' 10'-5" 10'-5" 10'_5" 0.036 9'-2" 9'-2" 1 9'-2" 1 9'-2" 1 1 0.036 1 10._2" 10'-2" 10'-2" I ABLt 4.5 1 ABLL 4.b I ABLE 4.1 TABLE 4.8 P Amerimax Building Produc+ �� v 5208 Tennyson Parkway Plano, Texas 75024 a C 6 EXP.. Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 gr10F (434) 384-2514 -- carlputnamocomcast.net 4/27/ MAXIMUM ALLOWABLE TRIBUTARY WIDTH FOR PANEUHEADER COMBINATIONS Panel # of #10 screwsep r foc Headers Gauge 2, 3 4 2 1 (in) 90 mph Exp B 90 mj_ Dble 2x6.625 0.018 7' 10' MAX 5' RF Fascia 0.018 7' MAX MAX 5' 3x8 0.018 7' 10' MAX 5' All Others 0.018 7' 10' MAX 5' Dble 2x6.625 0.024 9' 13' MAX 7' RF Fascia 0.024 9' MAX MAX 7' 3x8 0.024 9' 13' MAX 7' All Others 0.024 9' 13' MAX 7' Dble 2x6.625 0.032 9' 14' MAX 7' ) Vy��GI m f IV 17 201 9i 't I to att cH-paife 3 I 4 Exp C 10 m MAXIMAXI 4' 8' MAX 4' 8' MAX 4' 11' MAX 5' MAX MAX 5' 11' MAX 5- 11- IMAXI 5' 11' 15' 5' RF Fascia 0.032 MAX MAX MAX8' MAX MAX 6' 3x8 0.032 11' MAX MAX 9' 13' MAX 6' All Others 0.032 12' MAX MAX 10' 15' MAX 6' Dble 2x6.625 0.036 9' 14' RF Fascia 0.036 10' MA: 3x8 0.036 11' MA; All Others 0.036 13' MA) 7' 11' 15' 5' 8' MAX MAX 6' 9' 13' MAX 6' 11' MAX MAX 7' t C7 l3 i�f,1 vs s ble 4. 5. 5' MAX 5' M MAX MAX 5 MAX 7' 10' MAX 4AX MAX MAX 7' 10' MAX 7' 10' MAX 7' 10' 12' 8' MAX MAX 9' 12' MAX 10' 13' MAX 7' 10' 12' 8'MAX MAX 9' 12' MAX 11' MAX MAX 'MAX' means the maximum possible tributary width MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS FOR PANFI /HFAnFR rnivIRINATInNS Table 4.10 Panel # of #14 screws per foot to attach panel to header Headers Gauge 2 I 3 I 2 I 3 I 2 3 1 4 (in) 90 mph Exp B 90 mph Exp C 110 mph Exp C Dble 2x6.625 0.018 9' MAX 8'MAX 5 8' MAX RF Fascia 0.018 MAX MAX MAX MAX 5' MAX MAX 3x8 0.018 9' MAX 8' MAX 5' 8' MAX All Others 0.018 9' MAX 8' MAX 5' 8' MAX Dble 2x6.625 0.024 12' MAX 10' MAX 7' 10' MAX RF Fascia 0.024 MAX MAX MAX MAX 7' MAX MAX 3x8 0.024 12' MAX 10' MAX 7' 10' MAX All Others 0.024 12' MAX 10' MAX 7' 10' MAX Dble 2x6.625 0.032 12' MAX 10' MAX 7' 10' MAX RF Fascia 0.032 MAX MAX MAX MAX 8' MAX MAX 3x8 0.032 15' MAX 12' MAX 8' 12' MAX All Others 0.032 MAX MAX 13' MAX 9' MAX MAX Dble 2x6.625 0MAX 10' MAX 7' 10' 14' RF Fascia 0 MAX MAX MAX 8' MAX MAX 3x8 06115' MAX 12' MAX 8' 12' MAX All Others 0 MAX MAX MAX 10' MAX MAX