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10-1046 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDINGPERMIT Application Number: Property Address: APN: Application description Property Zoning: Application valuation: -10-00001046 79738 VIENTO DR 609-380-998-24 -293232- PATIO COVER - RESIDENTIAL LOW DENSITY RESIDENTIAL 4150 Architect or Engineer: PIP, Owner: R. WADE 79-738 VIENTO DRIVE LA QUINTA, CA LA'QUINTA, CA 92253 Contractor: MIRAGE BUILDERS 27372 MERIDIAN WAY LAGUNA NIGUEL-, CA 92 (760) 360-0101 I.ic. ,No.: 792314 VOICE (760) 777-7012 ` FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/07/10 ----------------=--------------=-----------------------ILI- -------- ----- ----------------------- LICENSED CONTRACTOR'S DECLARATION �'� n . ER'S SATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury o the I g declarations: Section 7000).of Division 3 of the Business a Profe sionals Code, and my License is in full force and effect. I have and will maintain a certificate of con ent to self -insure for workers' compensation, as provided Licens lass: B Lic No.: 792314 _ for by Section 3700 of the. Labor Code, for the performance of the work for which this permit is ate:% ontracto . .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 workerscompensation OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier EX MPT Policy Number EXEMPT , following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should beco subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code) or 3;00 of the Labor Code, I sh f rthw' c m¢ly w'hose provisions. ' that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by —� - ' any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: - - ate: O plicant: (= 1 I, as owner of theproperty, 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License, Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND ' and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IIJ ADDITION TO. THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN - improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or - ' improve for the purpose of sale.).- APPLICANT ACKNOWLEDGEMENT (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on thisapplication. property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). , whosebenefitwork is performed under or pursuant to any permit issued as'a result of this. application, (_ 1 I am exempt under Sec. , B.&P:C. for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City 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, I - LQPERMIT 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. - application and state that the above Ind state laws relating to building coi the above-mentioned propega.y4eryu is correct. I agree to comply with all Id hereby authorize representatives Application Number . . . . . 10-00001046 Permit.. . . . PATIO COVER PERMIT ' Additional desc . Permit Fee 72.00 Plan Check Fee 46.80 Issue Date Valuation 4150 E Expiration Date 4/05/11 Qty Unit Charge Per Extension s BASE FEE 45.00 3.00 9.0000 THOU BLDG 2,001-25,000 27.00 --------------------------------- ------------------- Notes and Comments " 312 S.F. ALUMAWOOD LATTICE PATIO COVER AT REAR YARD, PER PLANNING APPROVAL YF. 2007 CODES. - - - -- -- - ---------------------- Other Other Fees BLDG STDS ADMIN (SB1473) - ---- -- 1.00' STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due --- ---------- ---------- Permit Fee Total 72.00 .00'' ---------- .00 72.00 Plan Check Total 46.80 .00 .00 46.80 Other Fee Total • 1.50 00 .00 1.50 Grand Total 120.30 00 .00 120.30 LQPERMIT .. , . - - - _ - • f- Din # .0ty Of La QuInta Building 8T Safety Division P.O. Box 1504,•78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 BuildingPermit t Application and Tracking Sheet Permit # Project Address: ' _ 3 .h 'C)Z, Owner's Name: R A. P. Number: Address: 79 • % 3 Legal Description: City, ST, Zip: v N f� C A- Q Contractor:" i a s y.... Telephone: Address: 211753Z MEII I4 a 1 A� Project Description: City, ST, Zip: LA(,uNed 1AAVi(rU —t C4 r0-67 aa Telephone:UO'® ® 'i'>�✓>' f s<.<: r:f: iJ U. > ; State Lic. # : S.1 J City Lic. #; Arch., Engr., Designer. Address: City., ST, Zip: Telephone: State Lic. #: s .giz .,;.,� �,�;;�;��. Construction Type: Occupancy: • Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: L S Sq, Ft ; 3 i #Stories: # Units: Telephone # of Contact Person: 7 1, 0C) (C) 1. Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE: 7nd Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks: Appr Date of permit issue School Fees Total Permit Fees 1 PAGE LAT01,DWG STRUCTURAL CONFIGURATIONS 4 PAGES LAT02.DWG ' COMPONENTS/CONNECTION DETAILS LAT03. DWG € LAT04. DWG LAT05. DWG , 1 PAGE LATTICE 1..0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES ICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS IN 90 MPH WIND AREAS. x 4 PAGES LATT • . 4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM D STEEL HEADERS IN'HIGH MPH WIND AREAS: SOLID COVER COMPONENTS AND CONNECTION DETAILS 1 PAGE. MUSA01.DWG STRUCTURAL CONFIGURATIONS OQROFESS�pN PUTN 9, PAGES MUSA02.DWG COMPONENTS/CONNECTION DETAILS �``' c>Q'' 9'� �' CIO MUSA03. DWG M USA04. DWG MUSA05. DWG MUSA06.DWG IM USA0.7.'DWG` M USA08. DWG MUSA09.DWG c� rri 6 r: a C 681.39 E .6/30/2. Evaluation Report #0106 CAn' Aft February 15, 2008 Fpm 3 1 PRINTED ON 03/14/2008 ` - PROJECTION TRIB WIDTH- TRIB WIDTH ---�-- TRIBUTARY WIDTH OVERHANG I -- EXISTING STRUCTURE PROJECTION TRIB WIDTH ---I--- TRIBUTARY WIDTH General Notes 1. Structural design per 2006 International Building Code. Patio Covers as defined in IBC Appendix I shall be used only for recreational, outdoor living purposes and not as carports, garages, storage rooms or habitable rooms.. Commercial Covers may be used for these - purposes. 2. Fasteners are to be galvanized or stainless steel. Concrete anchor for covers installed "on slab" shall be approved for 500 Ibf tensile and 500 Ibf shear in 3.5" concrete. Concrete will conform to note #3. Anchors for footings shall be engineered seperately. • 3. Concrete shall have a compressive strength, fc, of 2500 psi at 28 days. Minimum slab thickness is 3.5". No post shall be placed within 2'-6" of a crack or 4" of an edge or ` expansion joint. Posts attached on slab will conform to Detail MU04. Patio covers built on 3:5" concrete slab must conform to Table 7.11 or 7.12 or be approved byseperate. engineering analysis. 4. Each application shall show a complete plot plan of the property and buildings. Circle the post spacing, span, etc., in the tables that fit that particular job. 5: Each installation shall bear an identifying decal giving the name and address of mfgr., live or snow load, horiz: and uplift wind loads. and approval number. 6. Light gauge steel shall be per ASTM A653 unless otherwise specified. Grade will be specified under individual details. Thickness is bare steel. ' Negative thickness tolerance is -5%. 7. Alternate alum. alloys may be substituted for those specified provided they are registered with the Alum. Assoc. for equal or greater guaranteed minimum properties (Ftu, Fty, Fcy y and E). Thickness indicated is bare metal and negative tolerance is -5%. I IAPMO ES REPORT #0106 IAPMO PAGE NUMBER I of 16 8. Lag screws shall be placed in holes prebored 70% diam. For -concrete block construction, place masonry anchors as per the installation instructions. Revisions 9. A foundation and solids investigation is not necessary unless required by 1802.2.1 through 1802.2:6 of the 2006 - IBC. Soil is assumed to be Class 5 of Table1804.2 of the 2006 IBC. BEARING 1500 psf vert., 100 psf/ft. horiz and doubled as per1804.3.1. These design values do not apply to mud organic silts, organic clays, peat or unprepared fills and may require further soil investigation. A minimum soil bearing pressure of 1000 psf is adequate for all structures except for some units in a 40 psf or 60 psf ground snow load or with footings deeper .than 60". 10. Drainage which otherwise would go over a public sidewalk shall be collected and diverted under sidewalk. 11. Patio Covers with additional engineering may be enclosed with insect screening, approved translucent or - transparent plastic riot more than 0c125" thick or glass conforning to Chapter 24 of the IBC. 12. The roof panels shall have a minimum slope•0.25" per foot if the snow load is under 10 psf and 0.5" per foot COP=U for all others. 13. All be or painted one shop coat of rust inhibiting primer and one coat of enamel finish D steel shall galvanized coat. Paint inside of all embedded posts from the bottom to 12" above grade. Q 6 W 14.. Wind velocity and Ground Snow/Live load are identified in all of the relevant tables: Roof loads have O determined in accordance with ASCE7,05 Section 7.3.co Ground Snow Load Applied Roof Load w 10 psf y 10 psf LIVE OR GROUND SNOW w CO co 20 psf 20 psf LIVE OR GROUND SNOW w N 25 psf 21 psf 30 sf . 25.2 psf 'p P vii o a'v Z or - 40 psf33.6 psf - `� '' G� 0 . � � ; t ' � _ r w x x CQ6 a 60 psf 50.4 psf - u ~ 7 In SEISMIC LOADING r,�i o11 Ss = 150% SHOWN IN 2006 IBC FIGURE 1613.5(1) •. in MAXIMUM S1 NOT APPLICABLE TO THESE STRUCTURES s; ^�+•� - SITE CLASS = D ■ BASIC SEISMIC FORCE RESISTNG SYSTEM = INVERTED PENDULUM R=2.0 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE FC 15. The width of single'span attached structures must be at least 75% of the projection. 16. Multiple span units are allowed. 17. Any unit,built with a roof snow load higher than 30 psf and in a seismically active area may r ire additional engineering at the discretion of the local building authority. 18. All roofs are Class B fire rated. 19. All screws are self drilling (SDS) or sheet metal (SMS) and in conformance with ICC ESR -5202, ESR -5623. or Q?,OFESS/O equivalent.op 20. Header splice shall not be located nearer to the end than the first interior post. CO 21. Bolts shall conform to ASTM A-307. 21. C 68139 m 22. Sliding snow is beyond the scope of this report. Drifting snow is covered under detail M3. E 23. All multispan tables assume.equal spans within 20%. All specifications must be based on the longest span. .613012 f bu'Idin 23. This entire engineering package will not be required for most budding permits. SUbmISSIOn ora I permit must include: OFC U a. GENERAL NOTES (MUSAGNO1.DWG) b. STRUCTURAL CONFIGURATIONS (MUSA01.DWG) February 15, 2008 C. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES (FOR SOLID • ` COVERS) OR BOTH (FOR COMB[ NATION'STRUCTURES) 00 d: HEADER POST SPACING, FOOTING SIZE AND.POST TABLE FOR LIVE/SNOW-AND WIND LOADS. Carl Putnam, P.E. e. ALL APPROPRIATE DETAILS 3441 IVYLINK PLACE f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. CARLPUURG, C 24503 ARLPUTNAM@COMCAST.NET 25. The review includes the 2006 IBC and the 2007 California Building Code provisions that are locally enforceable and under the jurisdiction'of City and County. Building Officials. Provisions ' related specifically to Hospitals and.Public Schools in California are not part of this review. Ormn By CMP - Check By' CMP Date 2/6/2008 Filename MUSAGNOI.DWG $Cole Page / 1 OF 1 Revisions tM 00 E- ;5'0 Z EW— W Co C� to,-, M z W cy qL ww=.e CQ C., ® m ' C)WS8, P.0 LuC 68139. E .6/30/2. Cl C February .1-5, .2008 Cart Putnam, P E -3441 IVYLINK PLACE LYNCHBURG, VA 24503 C AR L P U T N A M @ C 0 M C A S T.N E T a. rb�o.n.By Check By CMP Date 2/6/2008 F' itename LAT(01'DWG scate. pog* OF 00, 4-11, `t IAPMO ES REPORT #0106 IAPMO PAGE NUMBER 3 of 76 PRINTED ON 03/14/2008 5.683 - �- 5.683 _ Eju ' 0.075' (16 GA) :' + 8.000 0042' 6.500 0.024' 7.9380:105C14�GA>-'7 1.975 . 0T O O r`. 2.37 F� 50 a O O O �`CD M O O I ' ' 0.032'-- [ + + 0.040' , y c � 0.060 O ,; , . + 0 { r u� ' ,, „ 0.125 0' ' � - • -1 I cuSTANDARD BRACKET 0.773 07 FOR'CLDVERLEAF POSTS 'F 04 - ----- r 2.500 i 6063 T6 AL.UMINUM A HEAVY DUTY BRACKET 3:000 y L O 2'X6 1/2' HEADER .� �� " 0B FOR CLOVERLEAF OSTS. 3.000 -- I 0.042'x3'X8.: HEADER/RAFTER �. LA 300J4 H36 �-"',� 0GA STEEL C BEAM ASTM%'. Fy= 36 ksi. STEEL 3004 H36 05 A653 GRADE 50 r` 5.683 ' I----- _ r • ' • 5.683---) •-. \ - �� r+J��• r nALUM BRACKET 0 cu U9 FOR 3' SQUARE POSTS 6063T6 E' ni is 0.090 q i' 0.060 LA STANDARD BRACKET �� o FOR 3' SQUARE POSTS '--2.308 f -2.375r -i 6063 T6 ALUMINUM 3.344: 2 Ln • ALL BRACKET 0090 0.060 w. - ~ 2.72• i cu _ DIMENSIONS '� 0.125 f EXCEPT THICKNESS r un —�- ARE APPROXIMATE 00. N ' LA U' BRACKET 00. LA U' BRACKET 5.875 2 FOR CLOVERLEAF 'POSTS i `' O 0.188 u FOR -3.,' SQUARE POSTS 16063 T6 'ALUMINUM r N + 606.3 T6 ALUMINUM ! .028' .r. - ' _ • • S LA i 13 5.5' ' I- R0.1400 t M. 0.125' ALUM 'H' 0.032' ALUM 2'MIN ALUHEAVY DUTY ` RACKET BLA � 1a BRACKET 6063-T6 - .040' ALUM 6063-T6 ' co '0.043' STEEL LA 0.095' STEEL Fy = 33 KSI OR - 3' CLOVERLEAF -7 16 0.100' 606375 ALUM. 1 LA A -653 -GRADE 40 STEEL 'l' DEPENDS ON DETAILLA34 f ' 4� 19 •`3004 H36 ALUMINUM 0.024'X3'X3' SQUARE POST 1Q5'DR 3 --3.0000.1875 t1 14 S.M.S. 24' 0.055) �• O/C TYPICAL. El t 0.024 X2'X6.5' 3', 4', 5' ❑R 6' — •- ALUM:' SIDEPLATE i Lq 4 / 1B ` LA FLUTED , LA �° r DLA3'x3' ALUM PDST 3', • 4"OR' S' O 3' 4', 5' DR 6' i9 ALUMINUM POST " ' 20 SQUARE POSTS - ' , to 3' POST WITH r . ASTM A500 GRADE A. STEEL POSTS ASTM A500 GRADE A STEEL POSTS _ 6061 T6 - ALUM 6063-T6 t=• 0.120' ,� t= '0.024' 3004 H36 a 22 SIDEPLATES Revisions Q ,OFESS/04, U CIO v 2 ui C 68139 m * E : 613012 k OFC �\ February 15, 2008 Cart Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA.24503, CARLPUTNAM@COMCAST.NET Dre+n By .. . CMP Cheek' By -CMP Date, 2/6/2008 racM LATC2.DWG 70le NTS Poge 12 • K. _ t � co U 0.'�-.� Qrn •a , �r-COC En co . ,c 1N CLU) CL W (4 m ap P= - o�� z — zX ccl = a. of k. ® m Q ,OFESS/04, U CIO v 2 ui C 68139 m * E : 613012 k OFC �\ February 15, 2008 Cart Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA.24503, CARLPUTNAM@COMCAST.NET Dre+n By .. . CMP Cheek' By -CMP Date, 2/6/2008 racM LATC2.DWG 70le NTS Poge 12 PRINTED ON 03/14/2008 IAPMO ES REPORT #0106 r IAPMO PAGE NUMBER 4 of 76 - Revisions I ' ALUMINUM 0.042"X3X8 0.042"X3"Xf'H8 'H' BRACKET A ER • 14 SM- SCREWS ALUMINUM #1 (8 PLCS) 4 SCREWS (10 PLCS) ALUMINU 3"x 8" BEAM LA 22 3"x3 POST MAX FOOTING SIZE d=24" AND '90 MPH SLAB "H BRACKET #1'4 SMSCREWS I M i #14 SM SCREWS co I. 1 - (16 PLCS) I if �I I (8 .PEGS) w MAX FOOTING SIZE LA 1 II II TYP SPACING F- LA IS d=31" AND 90 MPH' 24 I II I = 24"' 0/C" U I I ' I 1 `MAX FOOTING �ETAIL LA09 23 I I SLAB 3"x3" so. PosT I it 1 IS d- 8., I I I I 1 2'X 1 2" .3„X3 POST I 1 1, �,w��m 14 SCREWS 1 I I I II I SIDE L T Co F rW co 1 I <� 'jV 4 !�h a s Coco (8 PLCS) I. I �, t f'''J;,, '�` ., wE_C%1`O . Q z 8 SMS :,! ,r,, A ` 0 2E-nrn DOUBLE 27X6.5 Mir 1 .OR -,'DO UBLE_3"X8" HEADER -MAX -FOOTING SIZE 1 ; d=31„ 1 #14x1 /2” SMS 4 EACH SIDE LA 25 1 I I ` 'LATTICE TUBE __,� _ ' `�' ,VR3012J 1 z 02;1�aw ! ALUM RAF 3/8 BOLTS ASTM A307 W/ 0.5"0 STEEL WASHERS SEE ,BELOW FOR QTY • TWO #8 SMS- ' TWO #14 SMS F R 120 MPH WINDSP D 4 s.. .D -" LA EADER 27 - SEE TABLE BELOW FOR NUMBER AND SIZE OFQROFESS/ON • P.OST LA I - SCREWS: ALL STEEL ��`�J . PUTiVg9�c`2 V v U 26VV\C BEAMS USE TWO #14 SDS co �2 I CD m DOUBLE OR SINGLE 3"X8" STEEL C BEAM. BOLT -LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT USE FOUR BOLTS FOR FOOTINGS UP TO d=46" ` - USR _ SIX BOLTS FOR FOOTINGS UP TO d=-53" #14x3/4" SHEET METAL ` t OR SELF DRILLING SCREWS - -- SEE TABLE FOR QUANTITY / 3X8 STEEL C HEADER / { �# OF #14 SMS or. SDS ; 2 4 1 6, i 8 1 10 Cubic Footer Size "d" (in) 20 1 25 I 29 i 31 f 34 C 68139 m * EXP.6130/2 � •� pFC L1 --> February 15, 2008 . r. Carl Putnam, P. E: 3441 IVYLINK PLACE LYNCHBURG, VA 24503, . CARLPUTNAM®COMCAST.NET 2"X3.5" OR " Iib 3"X3" ALUM RAFTER n.a.,, %, CMP _ LA �ETAIL' LAO8OR LA09 = a Check By 28 CMP Date 26/2008 3X3 STEEL POS I - 3/8" BOLTS. USE TABLE •7.3 COLUMN J _ LA LATTICE ra�me TO DETERMINE NUMBER- OF BOLTS OR 29 :HEADER Page _ J` 3 OF USE EIGHT #14 SMS OR SDS' - 10 "OR #14 SMS x�" r 5 MAX FOOTING SIZE d=41 _ ,. r10 r No. of #8 Screws Wind 2 /3 4 6 Speed t (in) Header Allowable Trib Width 90 ! 0.032' Double 2x6 16' all all all mph 0.042 0.042"x3"x8" 10' 15 all all 0.042 Double 3x8 all Tall all all 110 0.032 Double 2x6 10' 16' all all . mph 0.042 0.042"x3"x8" 7' 10' 14' all 0.042 Double..3x8 14' s all all all 130 0.032 Double 2x6 T 11' an, all mph 0.042 0.042"x3"x8" 5' 7' 10' all • 0.042 Double 3x8 10' all all all C 68139 m * EXP.6130/2 � •� pFC L1 --> February 15, 2008 . r. Carl Putnam, P. E: 3441 IVYLINK PLACE LYNCHBURG, VA 24503, . CARLPUTNAM®COMCAST.NET 2"X3.5" OR " Iib 3"X3" ALUM RAFTER n.a.,, %, CMP _ LA �ETAIL' LAO8OR LA09 = a Check By 28 CMP Date 26/2008 3X3 STEEL POS I - 3/8" BOLTS. USE TABLE •7.3 COLUMN J _ LA LATTICE ra�me TO DETERMINE NUMBER- OF BOLTS OR 29 :HEADER Page _ J` 3 OF USE EIGHT #14 SMS OR SDS' - 10 "OR #14 SMS x�" r 5 MAX FOOTING SIZE d=41 _ ,. r10 r 'PRINTED ON 03/14/2008 DET RAF LA STUCCO ATTACHMENT, DETAIL' POST I C� Ftr'Q WITH Seal ARt O ES REPORT t�y0 l'exible *, IAPMO PAGE NUMBER 5 of 76 ` I EAVE OVER IY 18" 24" 30" permonen & waterproof 'sealant F ' " ' Existing wood framing mina ' (2a" O!C) Revisions SEE- TABLE 7.5 :- _. _Q; '- " 2 'X-.: 24 R OR: STUD 2'6' - 0'-2" FOR FASTENER, - �'2*.X�� RAFTERDETAIL 19'-5" 22' 2'x6', Ledger Bo rd (optlonol . ,� D. F. Larch.'~ 9'-6" 22' - 2x4 2)c6 SPACING -, ' / 4'' Stud) 2'•6' - �2 d• _0'-2' 9-0: LA13TABLE 2x8 for lattice patio covers' if t; LAG" " � 3/8" BOLT•FOUR#8,�SM 20 psf „ 110 MPH Exp C_ 2x4 2x6 - 8' 6" _ _.. 17' 2" 4'-10" _ r -._ 14,- - 2-8" _- 9:$: - AND NUMBER OF FASTENERS 4-9 SCREWS use 1"0 washers. , to SIMPSON A34 ANCHOR _ ^ ..191-101 STUD, CONCRETE 1 T-5" — 2x4 2,6 8'-1• - 16'-3" 4'-0^ 13'-5" Z_6" attach rafter brackets) EACH RAFTER OR TRUSS- 9'-2" V-4 - OR MASONRY SCREWS _ ONE BOLT'DIAM. (MINSTAINLESS.STEEL 18'-9" . 14'-1' 30 pd— - 110 MPH Exp C 2x4 2x6 a - 6-6" -13,_2"--- - - 10,_ �s 17'-8' T-0" :_.. -164' WALL ,I 3.5 MIN 18'-99"- 40 psf2x4 3/8" La Screw '' g " Continuous 2 X 0'-9" `4-11. V -W -130 MPH Exp C 2x6 __ d T-1ff •_'0 T-0" 1 7" �V-7" _ Completely Seal with fascia bOQrd ALUMINUM'HILTI 12 6' ...::,.:••.(ICC T-10" '^ 60 psf - . KWIK BOLT TZ ESR 1917) RAFTER HANGER V-0" 0'-0" °• 0'-0" MAX ermoneritly flexible _2-7" V41" 1'-2" 0'-0' Lattice=130 Exp C - 2x8 1/4" LAG 4'5' 29" — waterproof sealant '- SCREW ---3.2.5" mi l ' 1 MIN' RAFTER v- ; Synthetic or I ATTACH PER DETAIL, . w SHEATHING ----'they ,Stucco non-structural covering (1" max. thick) Lq 32 "' C./ M a w . O ao t..1 Co TABLE 7.7 SPECIFIES ''THE ALLOWABLE f, „L,; SAVE wtX.0Co DISTANCE TO FIRST ROW OF POSTS T a ` OVERHANGco F CV F z LA STUCCO ATTACHMENT, DETAIL' POST I C� Ftr'Q Ground Snow Load WITH LEDGER BOARD Solid Crner Wind :. LEDGER AND WALL ATTACHMENT I EAVE OVER IY 18" 24" 30" i 36' Lattice Coyer Wind (2a" O!C) 2" 1 " 2x4 17-1" 9'•8' R OR: STUD 2'6' - 0'-2" 90 MPH Exp B Lattice=105 Exp C - 2x6 2x8 22' 22 RAFTERDETAIL 19'-5" 22' 13' 8" 2T 9'-6" 22' 10 psf__ 90 MPH Exp C 2x4 2)c6 14'-0' 22''-- 8-0'" :22' - S-5" -16'-0" V22' 2'•6' - �2 d• _0'-2' 9-0: LA13TABLE 2x8 22' — 7.6 SPECIFIES TYPE 3/8" BOLT•FOUR#8,�SM 20 psf „ 110 MPH Exp C_ 2x4 2x6 - 8' 6" _ _.. 17' 2" 4'-10" _ r -._ 14,- - 2-8" _- 9:$: - AND NUMBER OF FASTENERS 4-9 Lattice=130 Exp C • _ 2x8 22 - 22' ..191-101 14'-11" 1 T-5" 25 psf - 110 MPH Exp C 2x4 2,6 8'-1• - 16'-3" 4'-0^ 13'-5" Z_6" 1'-11 - 0'-0" --4'-4" 9'-2" V-4 - PnLA SCREWS _ ONE BOLT'DIAM. (MINSTAINLESS.STEEL 18'-9" . 14'-1' 30 pd— - 110 MPH Exp C 2x4 2x6 a - 6-6" -13,_2"--- - - 10,_ �s 17'-8' T-0" :_.. -164' 4,-1.1�� Lattice= 130 Exp C 2x8 18'-99"- 40 psf2x4 4' 8" 2'-3" 0'-9" `4-11. V -W -130 MPH Exp C 2x6 __ d T-1ff •_'0 T-0" 1 7" �V-7" w/2" EMBED - 2x8 - ALUMINUM'HILTI 12 6' ...::,.:••.(ICC T-10" 60 psf - . KWIK BOLT TZ ESR 1917) RAFTER HANGER V-0" 0'-0" °• 0'-0" MAX FOOTING SIZE Ground Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS '•L" Solid Crner Wind S12E I EAVE OVER IY 18" 24" 30" i 36' Lattice Coyer Wind (2a" O!C) 2" 1 10psf 2x4 17-1" 9'•8' S'-5• - 2'6' - 0'-2" 90 MPH Exp B Lattice=105 Exp C - 2x6 2x8 22' 22 - 22' 22 19'-5" 22' 13' 8" 2T 9'-6" 22' 10 psf__ 90 MPH Exp C 2x4 2)c6 14'-0' 22''-- 8-0'" :22' - S-5" -16'-0" V22' 2'•6' - �2 d• _0'-2' 9-0: Lattice= 110 Exp C 2x8 22' — - .22 2220-0"- 20 psf „ 110 MPH Exp C_ 2x4 2x6 - 8' 6" _ _.. 17' 2" 4'-10" _ r -._ 14,- - 2-8" _- 9:$: - V-3" 8-10 4-9 Lattice=130 Exp C • _ 2x8 22 - 22' ..191-101 14'-11" 1 T-5" 25 psf - 110 MPH Exp C 2x4 2,6 8'-1• - 16'-3" 4'-0^ 13'-5" Z_6" 1'-11 - 0'-0" --4'-4" 9'-2" V-4 - Lattice=130 Exp C 2x8 22' 21'-10"_ 18'-9" . 14'-1' 30 pd— - 110 MPH Exp C 2x4 2x6 a - 6-6" -13,_2"--- - - 10,_ �s 17'-8' T-0" :_.. -164' 4,-1.1�� Lattice= 130 Exp C 2x8 18'-99"- 40 psf2x4 4' 8" 2'-3" 0'-9" `4-11. V -W -130 MPH Exp C 2x6 __ .. 9�� T-1ff T-0" 1 7" �V-7" Lattice= 130 Exp C' - 2x8 - -13'-0" 12 6' - 11'-0" T-10" 60 psf - . 2x4 2'-9" V-0" 0'-0" V-0" 0'-0" 130 MPH Exp C 2z6- _2-7" V41" 1'-2" 0'-0' Lattice=130 Exp C - 2x8 - g'-0" _ 4'5' 29" 68139 1 I P 6/30/2011• , P1 CIVIL` �OFESS/p PUrN - w - I ,► t. d = 20 w C 68139 rn E .6/30/2 ATTACHED SINGLE' z " 34 SPAN FOOTING - s�9 Ci - . .. OFC U February 15, 2008 • r: = LA STEEL POST WITH 12" EMBED FOR • - • ti - �; ,_ • 1 36 FOOTINGS UP TO d=39" OR "' - Carl Putnam, P. E.+ • ., . 18" EMBED FOR ,FOOTINGS UP TO d=50 3441 IVYLINK PLACE ► )< ___ i LYNCHBURG, VA 24503 ' CARLPUTNAM®COMCAST.NET' .! 4 C1 :2�O'Drci. By _10 . 1 ONE 3/8" x 9" STEEL " CMP ;' •. ROD (REBAR OR + Cneck'9y, CMP i { 1 " W THREADED) OR BOLT Dote ;.w. CENTERED ON POST 2/6/2008 . ` 4. IrLLAT(04.DWG NDING�OR :ATTACHED' f00TING JPage / Y +_ 4 OF 5 } M FMO ES REPORT #0106 IAPMO PAGE NUMBER f 76 'X6.5' ALUMINUM'_OR FIBERGLASS' DECORATIVE Revis96o . STEEL POST POST COVER . ALUM RAFTER •. NOTES: > - ❑UBL E ALUMINUM 3'X8 f 1. FIBERGLASS POST IS NON LOAD BEARING;, ., s• s r a Z17SO R2'X6.5' HEADER 2• ATTACHMENT IS TO HOLD COVERING AGAINST'MINOR LATERAL FORCES. FIBERGLASSTEEL ❑R ALUMINUM POST 3. USE MULTIPLE 'BRACKETS AS NEEDED. ± POST COLLAR x L_ 1.5'X1.5' METAL L' • +! , ANGLE BRACKET (TYP) NON STRUCTURAL _ ti FIBERGLASS POST 3/8'X3/4' BOLT @37 SLAB OR ALUMINUM LATTIC Y FOOTING ' s CONCRETE ANCHOR r` FIBERGLASS POST SLAB OR FOOTING ATTACHMENT 2'X6.5' „ , µ + ALUM RAFTER ATTACH AS PER DETAIL LA25 DOUBLE ALUMINUM FIBERGLASS FEB �''30�� O � r w" m 3'X8'' DR POST COLLAR ` , G �� W E•, cn m n� 2'X6.5' .HEADER W l Q: Wwmm • FIBERGLASS POST RESTS ON GROUND " ' _ z E- N • . 3'X3' STEEL OR-' STEEL ❑R ALUMINUM POST SECURED F E 'BY APPROVED METHOD INCLUDING CONCRETE fi: ALUMINUM POST 4 / EMBEDMENT OR CONCRETE SURFACE ATTACHMENT .. ,�v "C��''r En �N❑N STRUCTURAt`BY SCREWS OR BOLTS. J/� N >< = s; �; fy �.�. '� r w pie FIBERGLASS POST. F4. f �„ ` `4 ��' n Q N�o,k. LA FIBERGLASS POST 36 ' ti 61 011 — �� HEADER ATTACHMENT' ALUMINUM F CI m STUB POST '.� ��ar_ 0.040' MIN . - _14u THICKNESS " -WOOD MAY NOT ATTACH HEADER FRAMING OVER WINDOW OR OTHER r 3/8' -.LAG. SCREWS WALL OPENING FOUR #8 SMS (THREE PLACES) - HEA ER FOUR #14 SMS FOR TT CHMENT 120 MPH WINDSPEED I' e 3'X8' ALUM RAE-TERS EIGHT #8 SMS FOR W 40 PSF SNOW LOAD RAFTER o BRACKET Q�pFESS/ON -' . ' 0 o Ftp P U TN q`cc�L 1 7/8' 1 Min VA In co " HEADERS w C 65139 rn Laii LUM RAFTER .3'X8' ALUM * E 6/3012 I -HEADER RIBUTARY ' FOUR #8 SMS 3.25' MIN AREA s C1 ' FOUR #14 SMS• FOR -ALUM RAFTER- #14_ SELF -DRILLING (/� �q 120 MPH WINDSPEED e // SCREW (SIX PLACES) OFC til LA EIGHT #8 SMS FOR -? z February 15, 2008 38 ' 40 PSF SNOW LOAD I . FOUR ,#8 SMS FOUR #14 SMS FOR f' 120 MPH WINDSPEED F- �UNDERHUNG DOUBLE RAFTERS EIGHT s SMS FOR E" POST SPACING # LA Carl Putnam, P. E: •40"PSF SNOW LOAD F 40 F-=� 3441 IVYLINK PLACE,. - t YNCHB RG 24503 FOUR 8 SMS CARLPUTNAM COMCAST.NET # , FOUR "#14 SMS FOR w MAX FOOTER t - I 120 MPH WINDSPEED A RAFTER, SPACING MAY EIGHT #8 SMS FOR SIZE d= 31� BE DOUBLED WHEN. _ USING DOUBLE RAFTERS:- ALUMINUM 40 PSF SNOW LOAD MAX TRIBUTARY AREA CMP MAX O/C SPACING IS STUB PDST - 104 SO. FT FOR 10 PSF e"".k �' CMp p E 54 SQ .FT ..FDR 20 PSF Dote 60' 9. t= 0.040• a HEADER ATTACHMENT 5 SQ FT F R 5 PSF L� '. 43 SQ FT FOR 30 PSF GSL 2i6i2008 �. TO WALL �arft MAXIMUM ❑AD S' 1 4 L rL I 1 6 BF LAT05.dwg AGROUND SNOW LOAD scoro NTS " '"e u 3 LA `DOUBLE RAFTERS 4 5. of 5 I Rnffcr /hAedficnan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C . (psf) (in) 90 110 120 130 10 24" 7'-10" 7'-10" 7'-1" 6'-2" LIVE 20" 8'-11" 8'-11" 8'-1" 7'-1" 16" ..10'-4 10'-4" . 9'-6" 8'-5" 20 12" 12'-5" 12'-5" 11'-7" 10'-3" 20 24" 4'-8" 4'-8"4'-8" 7'-2" 4'-8" LIVE 20" 5'-4" 5'-4" 5'-4" 5'-4" 25 16" 6'-5" 6'-5" 6'-5" 6'-5" 12" 7'-10" 7'-10" 7'-10" T-10" 25 24" 4'-6"4'-6" 6'-11" 4'-6" 4'-6" 30 20" 5'-2" 5'-2" 5'-2" 5'-2" 16" 6'-2" 6'-2" 6'-2" 6'-2" 12" 7'-7" 7'-7" 7'-7" 7'-7" 30 24" 3'-10" 3'-10" 3'-10" 3'-10" 20" 4'-6" 4'-6" 4'-6" 4'-6" 16" 5'-4" 5'-4" 5'-4" 5'-4" 60 12" 6'-8" 6'-8" 6'-8" 6'-8" 40 24" 3'-0" T-0" 3'-0" 3'-0" 20" 3'-6" 3'-6" 3'-6" 3'-6" 16" 4'-3" 4'-3" 4'-3" 4'-3" 12,,. 5'-4" 5'-4" 5'-4" 5.-4„ 60 24" 2'-1" 2'-1" 2'-1" 2'-1" 20" 2'-5" 2'-5" 2'-5" 2'-5" 16" 3'-0" 3'-0" 3'-0" 3'-0" 12" 3'-10" 3'-10" T-10" 3'-10" Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (psf) (in) 90 110 120 130 10 24" 11'-7" 11'-7" 11'-7" 11'-7" LIVE 20" 13'-0" 13'-0" 13'-0" 13'-0" 16" 14'-11" 14'-11" 14'-11" 14'-11" 20 12" 17'-7" 17'-7" 17'-7" 17'-7" 20 24" 7'-2" 7'-2" 7'-2" T-2" LIVE 20" 8'-2" 8'-2" 8'-2" 8'-2" 25 16" 9,_7" g._7„ 9,_7" 9,_7" 12" 11'-7" 11'-7" 11'-7" 11'-7" 25 24" 6'-11" 6'-11" 6'-11" 6'-11" 30 20" 7'-11" 7'-11" 7'-11" T-11" 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" 60 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" T-5" 3'-5" 3'-5" T-5" 20" 4'-0" 4'-0" 4'-0" 4'-0" 16" 4'-10" 4'-10" 4'-10" 4'-10" 12" 6'-0" 1 6'-0" 1 6'-0" 1 6'-0" TABLE 1.7 1 HDLG 1.0 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (psf) (in) 90 110 120 130 10 24" 15'-4" 15'-4" 15'-4" 15'-4" LIVE 20" 17'-2" 17'-2" 17'-2" 17'-2" 16" 19'-6" 19'-6" 19'-6" 18'-5" 20 12" 21'-10" 21'-10" 21'-3" 20'-1" 20 24" 9'-10" 9'-10" 9'-10" 9'-10" LIVE 20" 11'-1" 11'-1" 11'-1" 11'-1" 25 16" 12'-10" 12'-10" 12'-10" 12'-10" 12" 164" 154" 15'-4" 164" 25 24" 9,-6.1 9'-6" 9'_6"9 6 30 20" 10'-9" 10'-9" 10'-9" 10'-9" 16" 12'-6" 12'-6" 12'-6" 12'-6" 12" 14'-11"114'-1 1 " 14'-11" 14'-11" 30 24" 8'-4" 8'-4" 8'-4" 8'-4" 20" 9,-6,- 9'-6" 9'_6„ 9.-6„ 16" 11'-1" 9'-4" 9,-4„ 9,-4„ 60 12" 13'-4" 13'-4" 13'-4" 13'-4" 40 24" 6'-9" U-9" 6'-9" 6'-9" 20" 7'-9" 7'-9" T-9" 7'-9" 16" 9'-1" 9'-1" 9'-1" 9'-1" 12" 11'-1" 11'-1" 11'-1" 11'-1" 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'-4„ 8,-4„ 8'-4„ 8'-4" 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" 11'-8" LIVE 30" 15'-0" 15'-0" 15'-0" 15'-0" 24" 17'-2" 17-2" 17'-2" 17'-2" 20 20" 19'-2" 19'-2" 19'-2" 18'-11" 20 36" 8'-2" 8'-2" 8'-2" 8'-2" LIVE 30" 9,-4„ 9'-4" g'-4„ 9'-4" 25 24" 11 "0" 11'-0" 11'-0" T-8" 20" 12'-5" 12'-5" 12'-5" 12'-5" 25 36" T-10" 7'-10" 7'-10" 7'-10" 30 30" 9'-0" 9'-0" 9'-0" 9'-0" 24" 10'-7" 10'-7" 10'-7" 10'-7" 20" 12'-0" 12'-0" 12'-0" 12'-0" 30 36" 6'-10" 6'-10" 6'-10" 6'-10" 30" 7'-10" 7'-10" 7'-10" 7'-10" 24" 9'-4„ 9'-4" 9,-4„ 9,-4„ 60 20" 10'-7" 10'-7" 10'-7" 10'-7" 40 36" 5'-5" 5'-5" 5'-5" 5'-5" 30" 6'-3" 6'-3" 6'-3" 6'-3" 24" T-6" T-6" T-6" 7'-6„ 20" 8'-7" 8'-7" 8'-7" 8'-7" 60 36" 3'-10" 3'-10" 3'-10" 30" 4'-6" 4'-6"4'-6" 24" 14'-.6" 5'-5" 5'-5" 5'-5" 20" 6'-3" 6'-3" 6'-3" Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlputnam@comcastnet IAPMO PAGE NUMBER 7 of 76 _ mac-- -I- IC;. 1e -4 KA,, If v 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 0.032" 15'-3" 15'-3" 15'-3" 15'-3" 0.040" 16'-6" 16'-6" 16'-6" 16'-6" 20 0.024" 7'-11" 7'-11" T-11" T-11" LIVE 0.032" 11'-0" 11'-0" 14'-2" 14'-2" 0.040" 13'-1" 13'-1" 13'-l" 13'-1" 25 0.024" 7'-8" 7'-8" 7'-8" T-8" 0.032" 10'-8" 10'-8" 10'-8" 10'-8" 0.040" 12'-1.0" 12'-10" 12'-10" 12'-10" 30 0.024" 6-11" 6-11"6'-11" 9'-5" 6-11" 0.032" 9'-8" 9'-8" 9'-8" 9'-8" 0.040" 12'-1" 12'-1" 12'-1" 12'-1" 40 0.024" 5'-9" 5'-9" 5'-9" 5'-9" 0.032" 8'-2" 8'-2" 8'-2" 8'-2" 0.040" 10'-5" 1 10'-5" 10'-5" 10'-5" 60 0.024 4'-5" 4'-5" 4'-5" 4'-5" 0.032" 6'-5" 6'-5" 6'-5" 6'-5" 0.040" 8'-3" 8'-3" 8'-3" 8'-3" IIADLG I.J /Q;-1. -4 Midticn Ani Ground` Rafter Wind Speed and Exposure Snow Load Spacing Exposure C (ps (in) 90 110 120. 130 10 0.024" 15'-8" 15'-8" 15'-8" 15'-8" LIVE 0.032" 17'-10" 17'-10" 17'-10" 17'-10" 0.040" 19'-4" 19'-4" 19'-4" 19'-4" 10'-9" 10'-9" 10'-9" 10'-9" 14'-2" 14'-2" 14'-2" 14'-2" 15'-4" 15'-4" 15'-4" 15'-4" L200.024" 10'-6" 10'-6" 10'-6" 10'-6" 13'-11" 13'-11" 13'-11" 13'-11 15'-1" 15'-1" 15'-1" 15'-1" . 9'-5" 9'-5" 9'-5" 9'-5" 0.032" 13'-1" 13'-1" 13'-1" 13'-1" 0.040" 14'-2" 14'-2" 14'-2" 14'-2" 40 0.024" 7'-11" 7'-11" 7'-11" 7'-11" 0.032" 11'-3" 11'-3" 11'-3" 11'-3" 0.040" 12'-10" 12'-10" 12'-10" 12'-10", 60 0.024" 6'-2" 6'-2" 6'-2" 6'-2","'.- '-2':".:0.032" 0.032" 8'-10" 8'-10" 8'-10" 0.040" 11'-3" 11'-3" 11'-3" 1' 3" f Y UILDING PRODUCTS I" 227 South Town as Ivd o?9_0FESS,04,, Mesquite, 5149 P U % F2 (972) 2 -8811 VP 9?� Gw F(972) 882-8818 • February -15, 2008 2/6/2008 Page 1 of 9 FEB 23 2,99 t PRINTED ON 03/14/2008 •r+n n- rnRAK.CO/-IAA rnvGoc I ICIMR STFFI NFAnFR.R IN 9D MPH WIND AREA: IAPMO ES REPORT #0106 TABLE 2.5 14 Ga (0.075") 3x8 Steel C Beam (LA06) 16 Ga (0.060") 3x8 Steel C Beam (LA06) Double 14 Ga 3x8 Steel C Beam (LA26) 28'-3" Attached Freestanding or 28 Attached Freestanding or 26'-0" Attached Freestanding or _ 27 30 Structure Multispan Units 15 Structure Multispan Units 32 Structure Multispan Units GROUND TRIB A POST MAX 25 28 MAX POST LENGTH MAX 24'-11" C MAX POST LENGTH MAX 30 33 MAX POST LENGTH SNOW WIDTH 29 REO'D POST MIN' FOOTER , 8' I 12' I 18' POST MINrOOTER D 8' I 12' I 18' POST MIN FOOTER 8' I 12' I 18' LOAD (FT) 27 FOR SPACINGPOST 32'-6" SIZE CONSTRAINED FOOTE SPACINGPOSTCONSTRAINED 32 35 FOOTE SPACING POS SIZE CONSTRAINED FOOTE(PSF) D 26 27 SLAB (FT) TYPE "d"� "d" "d" "d"(FT) 27 TYPE 32 "d" "d" "d" (FT) TYPE "d" "d" "d" , "d" 35 . D 6- 29 A 24'-8*-, (in) (in) (n) (in) 27 30 (in) (n) (in) D 26 (in) (in) (in) (in) 10 4 V A A 28'-3" C 24 28 31 34 26'-0" C.- - --24 . _ 27 30 - 33 36'-0°° 15 26 29 32 35 (LIVE 4.5 2T-2" A 2T-2" 'D 25 28 30 33 24'-11" C 24 27 30 33 33'1" D 27 29 32 35 A 5 D A 26'-3" D 26 27 30 33 24'-1" D 25 27 29 32 32'-6" D 28 29 32 35 25'-5" 5.5 _ A 25'-5" D 26 27 30 33 23'-4" D 26 27 29 32 31'{" D 28 29 31 35 . D 6- 29 A 24'-8*-, D r27 , 27 30 33 22'-8" D 26 26 29 32 30'-7" D 29 29 31 34 29 6.5 31 A 24'-0"0 D 27 27 29 32 22'-1" D 26 26 29 32 29'-9" E 29 29 31 34 30 7 34 A 23'-5" D 28 28 29 32 21'-6" D 27 27 29 32 29'-1" E 30 30 31 34 30 7.5 21'-1" A 22-11" D 28 28 29 32 21'-1" D 27 27 29 31 28'-5" E 30 30 31 34 33 8 D A 22'-5" D 29 29 29. 32 20'-7" D 28 28 28 31 27'-9" E 31 31 31 34 19'-7" 9 30 A 21'-0" E 29 29 29 32 19'-7" D 28 28 28 31 26'-9" E 31 31 31 33 D 10 31 A 20'-10"- E 30 30 30 31 18'-7" D 29 29 29 - 30 25'-10" E 32 32 32 33 31 11 31 A 20'-2" E 31 31 31 31 17'-8" E 29 29 29 30 25'-0" E 33 33 33 33 32 12 32 A 19'-5" E 31 31 31 31 16-11" E 30 30 30 30 24'-3" E 34 34 34 34 • 13 22'-2" A 78'-8" E 32 32 32 32 16'-3" E 30 30 30 .30 23'48" E 1 34 34 34 34 32 14 E A 18'-0" E 32 32 32 32 15'-T' E 30 30 30 30 23'-1" E 35 35 35 35 21'-1" 15 37 A 17-4" E 32 32 32 32 15-0" E 31 31 31 31 22'-6" E 35 35 35 35 E 16 37 A 16'-10" E 33 33 33 33 14'-5" E 31 31 31 31 22'-1" F 1 36 36 36 36 38 17 36 A 16'4" E 33 33 33 33 13'-10" E 31 31 31 31 21'-7" F 36 36 1 36 1 36 10 'V 4rn V A 28'-3" C 26 29 32 " 35 26'-0" C 25 29 31 35 32'-10" D 27 30 33 37 LIVE 4.5 A 2T-2" D 27 29 32 35 24'-11" C 26 28 31 34 31'-7" D 28 30 33 36 20'-10" 5 A 26-3" D 27 29 31 35 24'-1" D 27 28 31 34 30'-0" D 29 30 33 36 E 5.5 A 25'-5" D 28 28 31 34 23'-4" -D 27 28 31 34 29'-0" D 29 29 32 36 25 6 A 24'-8" . D 29 29 31 34 22'-8" D 28 28 30 33 28'-8" D 30 30 32 35 25 6.5 A ' 24'-0" D 29 29 31 34 22'-i" D 28 28 30 33 2T-11" D 31 31 32 35 28 7 A 23'-5" D 30 30 31 34 2V-6" D 29 29 30 33 27'-3" E 31 - 31 32 35 30 7.5 A 22'-11" D 30 30 30 34 21'-1" D 29 29 30 33 26'-7" E 32 32 32 35 14'-11" 8 A 22'-5" D 30 30 30 33 20'-7" D 30 30 36 33 26'-1" E 32 32 32 35 E 9 A 21'-6" E 31 31 31 33 19'-7" D 30 30 30 32 25'-0" E 33 33 33 34 26 10 A 20'-10" E 32 32 .32 33 18'-T D 31 31 31 32 24'-2" E 34 34 34 34 26 • 11 A 20'-2" E 33 33 33 33 1T-8" E 31 31. 31 32 23'-5" E 34 34 34 34 ' 12 A 19'-5" E 33 33 33 33 16'-11" E 32 32 32 32 22'-9" ' E 35 35 35 35' 27 13 A 18'-8" E 34 34 34 34 16'-3" E 32 32 32 32 22'-2" E 36 36 36 36 18'-7" 14 . A 18'-0" E 34 34 34 34 15'-7" E 32 32 32 32 21'-7" E 36 36 36 36 " 15 A . " 17'-4" E 34 34 34 34 15'-0" E 33 33 33 33 21'-1" E 37 37 37 37 33 16 A 16'-10" E 35 35 35 35 14'-5" E 33 33 33 33 20'-8" E 37 37 37 37 33 17 A 16'-4" E 35 35 35 35 13'-10" E 1 33 33 33 33 1 20'-3" F 1 38 38 36 1 38 20 4 A 22'-5" .D 23 26 29 32 20'-7" D 22 26 28 31 28'-3" E 24 28 31 34 LIVE 4.5 A 21'-6" D 23 26 + 29 32 19'-10" D 23 26 28 31 27'-2" E 25 28 30 33 POST 5 A 20'-10" E 24 26 28 31 19'-1" D , 23 25 28 31 26'-3" E - 26 27 30 33 LOAD 5.5 A 20'-2" E 24 26 28 31 18'-2" E 23 25 28 30 25'-5" E 26 27 30 33 25 6 A 19'-7" E 25 25 28 31 17'-5" E 24 25 27 30 24'-0" E 27 27 30 33 F 6.5 A 19'-1" E 25 25 28 31 16'-9" E 24 25 27 30 24'-0" E 27 27 29 32 22'-10" 7 A 181•8" E 26 26 28 30 16'-1" E 24 24 27 29 23'-5" E 28 28 29 32 29 7.5 A 17'-10" E 26 26 27. 30 151-6" E 25 25 - 27 29 22'-11" E 28 28 29 32 26 8 A 17'-3" E 26 26 27 30 14'-11" E 25 25 26 29 22'-S` F 29 29 29 32 24 9 A 16'-4" E 27 27 27 30 13'-10". E 25 25 26 28 21'-0" F 29 29 29 32 24 10. A 15'-0" • -'E 27 27 27 29 13'-0" E 26 26 26 28 20'-10" G 30 30 30 31 E 11 A 14'-9" E 28 28 28 29 12'-3" E 26 26 • 26 28 20'-2" G 31 31 31 31 11'4" 12 A 14'-1" E 28 28 28 29 11'-7" E 26 26 26 27 19'-7" G 31 31 31 31 28 13 A 13'-5" E 28 28 28- 28 ti' -0" E 26 26 26 27 19'-1" G 32 32 32 32 27-- 14 A 12'-10" F 29 29 29 29 101-0" E 27 27 27 27 18'-7" G 32 32 32 32 27 15 A 12'-3" F 29 29 29 29 10'-0" E 27 27 27 27 18'-0" G 33 .33 33 33 E 16 A 11.-911 F 29 29 29 29 9'-7" E 27 27 27 27 17'-5" G 33 33 33 33 28 17 A 11'-4" F 29 29 29 29 T-3" E 27 27 27 27 i6'-10" G 33 33 33 33 a i IAPMO PAGE NUMBER 10 of 76 i 14 Ga (0.075") 3x8 Steel C Beam (LA06) 16 Ga (0.060") 3x8 Steel C Beam (LA06) Double 14 Ga 3x8 Steel C Beam (LA26) TABLE 2.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or 31 Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB 30 POST MAX 23 27 MAX POST LENGTH MAX 4' MAX POST LENGTH MAX E 22 MAX POST LENGTH SNOW WIDTH 19'-1" REQ' POST MIN FOOTER 8' I 12' I 18' POST MIN FOOTER 8' I 12' I 18' POST MIN FOOTER 8' I 12' ' 18' ,- 19'-11" ' FOR SPACIN POS SIZE CONSTRAINED FOOTERSPACINGPOST E 22 SIZE CONSTRAINED FOOTERSPACING 30 POS SIZE CONSTRAINED FOOTER LOAD (FT) 9. SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" ' (FT) TYPE "d" d" "d - (PSF) . 30 24'-3" F 25 27 (in) I (in) (in) (in) I 5 5.5 (in) I (in) (in) (in) E 24 (in) (in) (in) (in) i 90 MPH EXPOSURE B 28 31 16'-T' E 20 25 27 30 23'-9" F 23 27 29. 32 4' A 20'-9", E 22 26 28 31 19'-1" E 21 25 28 31 26'-2" E ,24 27 30 33 30 4.5 A 19'-11" E 23 26 28 31 18'-0' E 22 25 27 30 25'-2" E 24 27 30 33 29 5 A 19'-3" E 23 25 28 31 17'-1" E 22 25 27 30 24'-3" F 25 27 30 32 26 5 5.5 A 16'-8" E 24 25 28 31 16'3" E 23 24 27 30 23'-6" F 26 27 29 32 25 6 A 17'-11" E 24 25 27 30 15'-6" E 23 24 27 29 22'-10" G 26 26 29 32 G 6 A 17'-2" E 24 25 27 30 14'-9" E 23 24 26 29 22'-3" G 27 27 29 32 19' 8" 6.5 7 A 16'-7" E 25 25 27 30 14'-1" E 23 24 26 29 21'-8" G 27 27 29 32 27 7.5 A 16'-0" E 25 25 27 29 13'-6" E 24 24 26 28 21'-2" G 27 27 29 31 24 27 A 15'S" F 25 25 27 29 13'-0" E 24 24 25 28 20'-9" G 28 28 28 31 23 8 9 A 14'-7" F 26 26 26 29 12'-1" E 24 24 25 28 19'-11" G 29 29 29 31 23 10 A 13'-9" G 26 26 26 28 11'4" E 24 24 25 27 19'-3" G 29 29 29 31 F 23 A 13'-0" G 26 26 26 28 10'-8" E 25 25 25 27 18'-8" G 30 30 30 31 1 11 12 A 12'4" G 27 27 27-- 28 10'-1" E 25 25 25 26 18'-0" , G 30 30 30 30 13 A 1 111-8" 1 G 1 27 27 27 27 9'S" 1 F 25 1 25 1 25 1 26 1T-3" G 31 31 31 31 i 90 MPH EXPOSURE C 28 31 16'-T' E 20 25 27 30 23'-9" F 23 27 29. 32 4 A 20'-9" E 24 27 30 33 19'-1" E 23 27 29 32 26'-2" E 25 27 30 33 -30 4.5 A 19'-11" E 24 " 27 29 32 18'-0" E 23 26 29 32 25'-2" E 26 27 30 33 29 5 A 19'-3" E 25 27 29 32 1T-1" E 24 26 28 31 24'4" F 27 27 30 32 26 5.5 A 18'-8" E 25 26 29 32 16'-3" E 24 26 28 31 23'-6" F 27 27 29 32 25 6 A 17'-11" E 26 26 29 32 15'-6" E 24 25 28 31 22'-10" G 28 28 29 32 G 6.5 A 17'-2" E 26 26 28 31 14'-9" E 25 25 27 30 22'-3" G 28 28 29 32 19' 8" 7 A 16'-7" E 26 26 28 31 14'-1" E 25 25 27 30 21'-8" G 29 29 29 32 27 7.5 ' �A 16'-0" E 27 27 28 31 13'S" E 25 25 27 30 21'-2" G 29 29 29 31 24 27 A 15'-6" F 27 27 28 31 13'-0" E 25 25 27 29 20'-9" G - 30 30 30 31 23 8 9 A 14'-7" F 27 27 27 30 12'-i" E 26 26 26 29 19'-11" G 30 30 30 31 23 10 A 13'-9" G 28 28 28 30 11'4" E 26 26 26 28 19'-3" G 31 31 31 31 F 23 A 13'-0" G 28 28 28 29 10'-8" E 26 26 26 28 181-8" G 32 32 32 32 1 11 12 A 12'-4" G 29 29 29 29 10'-1" E 27 27 27 28 18'-0" G 32 32 32 32 13 A 11'-8" G 29 29 29 29 T-6" F 27 27 27 27 17'-3" G 33 33 33 33 + 90 MPH t-APUbuKt n 28 31 16'-T' E 20 25 27 30 23'-9" F 23 27 29. 32 40 4 A A ' 18'-10" 18'-0" E E 21 ' 22 25 25 27 30 15'-7" E 21 24 27 29 22'-10"' G 24 26 29 32 4.5 5 A 17'-1" E 22 25 27 30 14'-8" E 21 24 26 29 22'-0" G 24 26 29 32 5.5 A 16'-3" E 23 24 27 30 13'-10'• E 21 23 26 28 21'-4" G 25 26 29 32 6 A 15'-7" F 23 24 27 29 13'-1" E 22 23 26 28 20'-9" G 25 26 28 31 6.5 A 15'-0" F 23 24 26 29 12'-5" E 22 23 25 28 20'-2" G 26 26 28 31 7 A 14'-5" G 24 24 26 29 11'-11" E 22 23 25 27 19' 8" G 26 26 26 31 1 7.5 A 13'-10" G 24 24 26 28 11'S" E 22 22 25 27 19'3" G 27 27 28 31 8 A 13'-4" G 24 24 26 28 IV -11"' E 22 22 24 27 18'-10" G 27 27 28 31 9 A 12'-5" G 24 24 25 28 10'-1" E 23 23 24 26 IVA" G 28 28 28 30 10 A 11'-7" G 25 25 25 27 9'-5" F 23 23 24 26 ' 17'-2" G 28 28 28 30 11 A 10'-11" G 25 25 25 27 8'-10" F 23 23 23 26 16'-4" G 29 29 29 30 12 A 10'-4" G 25 25 25 27 11 8.4- 1 G 1 24 1 24 1 24 1 25 1 15'48" I G 29 29 29 29 90 MPH EXPOSURE C , 40 , ' 4 A 18'-10" E 23 26 29 32 16-7" E 22 26 28 31 ' ' 4.5 A 18'-0" E 23 26 29 32 31 15'-T' 14'-8" E E .21 21 25 25 28 27. .31 30 �� P l! 5 A 17'-1" E 24 26 28 5.5 A 16'-3" E 24 26 28 , .31 13'-10" E 21 25 27 30 PSL f 6 A 15'-7" F 24 25 28 31 13'-1" E 22 24 27 29 CO 6.5 A 15'-0" F 25 25 . 28 30 12'-5" E 22 24 26 29 LU C 6.81 3 9 rn m 7 A 14'-5" G 25 25 27 30 11'-11" E 22 24 26 2 � 7.5 A 13'-10" G 25 25 27 30 11'-5" E 23 26 8 - .6130/2 8 A 13'-4" G 26 26 27 30 10'-11" E 2 23 26 2 9 A 12'-5" G 26 26 26 29 10'-1" E 2 23 25 _ C ( 10 A 1 V-7" G 26 26 26 29 9'-5" F 23 23 25 7 11 A • 10'-11" G 27 27 27 28 8'-10" F 23 23 24 27 'OFC L� 12 A 10'-4" G 27 27 27 28 8'-4" G 24 24 2 26 , February 15, 2008 216/2008 i `hp\b;3::i_!i1 d M ! REB 2010 Page 4of9 PRINTED ON 03/14/2008 (]AI^-- - I ATTI- DATA^ AKM r nRRAACDr"IAI PrN/FRC IMINr] STFFI HFAnFR1R IN qn MPH WIND ARFA° ` IAPMO ES REPORT #0106 TABLE 2.5 14 Ga (0.075") 3x8 Steel C Beam (LA06) 16 Ga (0.060") 3x8 Steel C Beam (LA06) Double 14 Ga 3x8 Steel C Beam (LA26) D Attached Freestanding or 30 Attached Freestanding or D Attached Freestanding or 30 33 Structure Multispan Units . 26 Structure Multispan Units 35 Structure Multispan Units GROUND TRIB D POST MAX 30 33 MAX POST LENGTH MAX 24 27 MAX POST LENGTH ' MAX 27'-2" E MAX POST LENGTH SNOW WIDTH 35 RED'D POST MIN FOOTER 8' I 12' I 18' POST MIN FOOTER 8' I 12' I 18' POST MIN FOOTER 8' I 12' I 18' LOAD (FT) 26'-3" FOR SPACIN POST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTER (PSF) 18'-2" E SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 19'-7" E 26 27 29 32 (in) (in) (in) (in) 25 26 (in) (in) (in) (in) 24'-0" E (in) (in) (in) (in) 20A JV 4 V A - 22'-S D 24 28 30 33 20'-7" D 23 • 27 30 33 28'-3" E . 26 29 32 35 LIVEA 4.5 A 21'-0" D 25 27 30 33 19'-10" D 24 27 29 .32 27'-2" E 27 29 32 35 FOOTER 5 A 20'-10" E 25 27 30 33 19'-1" D 25 27 29 32 26'-3" E 27 29 31 35 SLAB 5.5 A 20'-2" E -, 26 27 30 33 18'-2" E 25 26 29 32 25'-5" E 28 28 31 34 24 6 A 19'-7" E 26 27 29 32 17'-5" E 25 26 29 31 24'-0" E 29 29 31 34 G 6.5 A 19'-1" E 27 27 29 32 16'-9" E 26 26 28 31 24'-0" E 29 . 29 31 34 1T-6" 7 A 18'-6" E 27 27 29 32 16'-1" E 26 26 28 31 23'-5" E 30 30 31 34 26 7.5 A 17'-10" E 28 28 29 32 15'-6" E 26 26 28 31 22'-11" E 30 30 30 34 23 8 A 17'-3" E 28 28 29 31 14'-11" E 27 27 28 30 22'-5" F 30 30 30 33 21 9 A 16'-4" E 28 28 28 31 13'-10" E 27 27 27 30 21'-6" F 31 31 31 -33 21 10 A 15'-6" E 29 29 29 31 13'-0" E 27 27 27 29 20'-10" G 32 32 32 33 G 11 A 14'-9" E 29 29 29 30 12'-3" E 28 28 28 29 20'-2" G 33 33 33 33 6'4" 12 A 14'-1" E 30 30 30 30 11'-7" E 28 28 28 29 19'-7" G 33 33 33 33 13 A 13'-5" E 30 30 30 30 11'-0" E 28 28 28 28 19'-1" G 34 34 34 34 14 A 12'-10" F 30 30 30 30 10'-6" E 28 28 28 28 18'-7" G 34 34 34 34 151A 12'-3" F 31 31 31 31 10'-0" E 29 29 29 29 18'-0" G 35 35 35 35 25 JV 4 V A 22'-0" E 23 26 29' 32 20'-3" E 22 26 28 31 2T-9" E 24 28 30 34 31 4.5 A 21'-2" E 23 26 29 31 19'-6" E 22 25 28 31 26'-9" E 25 27 30 33 FOOTER 5 A 20'-5" E 24 26 28 31 18'-8" E 23 25 28 31 25'-9" E 26 27 30 33 SLAB 5.5 A 19'-10" E 24 26 28 31 17'-9" E 23 25 27 30 25-0" E 26 27 30 33 24 6 A 19'-3" E 25 25 28 31 17'-0" E 24 '25 27 30 24'-3" F 27 27 30 32 G 6.5 A 18'-9" E 25 25 28 31 16'4" E 24 24 27 30 23'-7" F 27 27 29 32 1T-6" 7 A 18'-1" E 25 25 28 30 151-8" E 24 24 27 29 23'-1" G 28 28 29 32 26 7.5 A 17'-5" E - 26 26 27 30 .15'-1" E 24 24. 26 29 22'-6" G 28 28 29 32 23 8 A 16'-11" E 26 26 27 30 14'-6" E 25 25 26 29 22'-0" G 28- 28 29 32 21 9 A 15'-11" E 26 26 27 29 13'-5" . E 25 25 26 28 21'-2" G '29 29 29 31 21 10 A 15'-1" F 27 27 27 29 12'-T' E 25 25 25 28 20'-5" G 30 30 30 31 G 11 A 14'-5" G 27 27 27 29 11'-10" E 26 26 26 27 19'-10" G 30 30 30 31 6'4" 12 A 13'-8" G 28 28 2828 30' 11'-3" E 26 26 26 27 19'3" G 31 31 31 31 13 A 13'-0" G 28 28 1 28 28 10'-8" E 26 26 1 26 27 18'-9" G 32 32 32 32 25 yy 4.. A 22'-0" E 24 27 30 33 20'-3" E 23 27 30 33 27'-9" E 26 29 32 35 31 4.5 A 21'-2" E 25 27 30 33 19'-6" E 24 27 29 32 26'-9" E 27 29 32 35 FOOTER 5 A 20'-5" E 25 27 30 33 181-8" E 24 26 29 32 25'-9" E 27 28 31 35 SLAB 5.5 A 19'-10" E .26 27 29 32 17'-9" E 25 26 29 32 25'-0" E 28 28 31 34 24 6 A 19'-3" E 26 27 29 32 17'-0" E 25 26 28 31 24'-3" F 28 28 .31 34 G 6.5 A 18'-9" •E 27 27 29 32 -4 .16'" E 26 26 28 31 23'-7" F 29 29 31 34 1T-6" 7 A 18'-1" E 27 27 29 32 . 15'-6" E 26 26 28 31 23'-1" G 29 29 31 34 26 7.5 A 17'-5" E 27 27 29 31 15'-1" E 26 26 28 30 22'-6" G 30 30 30 33 23 8 A 16'-11" E 28 28 28 31 14'-6" E 26 26 27 30 22'-0" G 30 30 30 33 21 9 A 15'-11" E 28 28 28 31 13'-5" E 27 27 27 30 21'-2" G 31 31 31 33 21 10 A 15'-1" . F 29 29 29 30 12'-7" E 27 27 27 29 20'-5" G 32 32 32 33 G 11 A 14'-5" G 29 29 29 30 11'-10" E 27 27 27 29 19'-10" G 32 32 32 32 6'4" 12 A 13'-8" G 30 30 30 30' 11'-3" E 28 28 28 28 19'-3" G 33 33 33. 33 13 A 13'-0" G 30 30 30 30 101-8" E 28 28 28 28 18'-9" G 34 34 34 34 14 A 12'-5" G 30 30 30 30 10'-2" E 28 28 28 28 18'-2" G 34 34 1 34 34 Ut:NE:KAL INJ 1 KUL, I IUNJ rUK 1 r1CJC 1 /16LCJ 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 20PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.10 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.6 OR CALCULATE FROM TRIBUTARY DIAGRAM ONMUSGN01 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE POST. SPACING. f IAPMO PAGE NUMBER 11 of 76 - 14 Ga (0.075") 3x8 Steel C Beam (LA06) 16 Ga (0.060") 3x8 Steel C Beam (LA06) Double 14 Ga 3x8 Steel C Beam (LA26) TABLE 2.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or I 27 Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIG 26 POST MAX G 22 MAX POST LENGTH MAX 31 60 MAX POST LENGTH MAX A . 14'-9" MAX POST LENGTH SNOW WIDTH 26 REO' POST MIN FOOTER 8' I 12' ' 18' POST MIN FOOTER 8' I 12' I 18' POST MIN FOOTER 8' I 12' I 18 LOAD (FT) 10' FOR SPACING POS SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTER SPACINGPOST 22 SIZE CONSTRAINED FOOTER "d.. (PSF) G 23 SLAB (FT) TYPE "d" "d" "d" I "d" (FT). TYPE "d" "d""d" "d" (FT) TYP "d" "d" "d" . E 20 22 24 27 (in) (in) (in) (in) 24 25 (in) (in) (in) (N 10' 6 (in) ('n) (in) ('n) 60 90 MPH EXPOSURE H A16-8" 15'-8" F 20 24 27 29 13'-2" E 19 23 26 28 20'-9" G 22 26 -- 28 31 60 4 4.5 -- A . 14'-9" F 20 24 26 29 12'-3" E 19 23 25 26 19'-11" G 23 26 28 31 t 5 10' A 13'-11" G 21 24 26 28 11'-6" E 20 22 25 27 19'-3" G 23 25 28 31 5.5' 5.5 6.5' A 13'-2" G 21 23 26 28 10'-9" E 20 22 24 27 181-8" G 24 25 28 31 10' 6 11' A 12'-6" G 21 23 25 28 10'-2" E 20 22 24 26 181-1" G 24 25 28 30 t 6.5 7.5' A 11'-10" G 22 23 25 27 9'-8" F 20 22 24 26 1T-6" G 24 25 27 30 11' 7 12' A 11'-4" G 22 22 25 .27 9'-3" 'F 20 21 23 26 16'-10" G • 25 25 27 30 8' ( 7.5 8.5' A 10'-10" G 22 22 24 27 8'-10" F 20 21 23 26 16'-3" G 25 25 27 30 12' 8 13' A 10'-5" G 22 22 24 27 8'-5" G 21 21 23 25 15'-9" G 25 25 27 29 16' 9 A 9'-8" G 22 22 24 26 7'-9" G 21 21 23 25 14'-10" G 26 26 26 29 . 10 A 9'-0" G 23 23 23 26 T-3" G 21 21 22 24 14'-0" G 26 26 26 29 11 A 8'-6" G 23 23 23 25 6'4" G 21 21 22 24 13'-2" G 27 27 27 28 60 90 MPH 4 EXPOSUKt l; A 15'-8" F 21 25 28 31 13'-2" E 20 24 27 29 20'-9" G 24 27 30 33 , 4.5 62'J 13' A 14'-9" - F 22 25 27 30 12'-3" E 21 24 26 29 19'-11" G 24 27 29 32 t 5 10' A 13'-11" G 22 25 27 30 11'-0" E 21 24 26 28 19'-3" G 25 27 29 32 5.5' 5.5 6.5' A 13'-2" G 22 24 27 29 1 o'-9" E 21 23 26 28 18'-8" G 25 26 29 32 10' 6 11' A 12'-0" G 23 '24 26 29 10'-2" E 21 23 25 28 18'-1" G 26 26 29 32 t 6.5 7.5' A 11'-10" G 23 24 26 29 9'3" F 21 23 25 27 1T -W G 26 26 29 31 11' 7 12' A 11'-4" G 23 23 26 28 9'-3" F 22 22 25 27 16'-10" G 26 26 28 31 8' ( 7.5 8.5' A 10'-10" G 23 1 23 1 26 28 8'-10" F 22 22 24 27 16'-3" G 27 27 28 31 12' 8 13' A 10'-5" G 24 24 25 28 81S" G 22 22 24 1 26 11 15'-9" G 27 1 27 1 28 1 31 OVER- TABLE 2.7 Post Requirements for Attached Structures Post Description Max POST H t Alum Twin 0.032"x1.5"x1.5" Scroll TABLE 2.6 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES A Alum Twin 0.062"xl.50.5 Scroll 12' HANG, - 12' A Alum 0.032"x3"x3" Lockseam PROJECTION OF SINGLE SPAN STUCTURES (FT) B Alum 0.040"x3"x3" Lockseam 12' C Alum 0.055"x3"x3" Fluted (FT) 8' 9' 10' 11' 62'J 13' 14' 15' • 16' 17' 18' 19' 20' 21' 22' 0' 4' 4.5' 5' 5.5' -6' > 6.5' 7" 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' {{) 1' i 4.5' 5' 5.5' 6" 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 2' 5' 5.5' 6' 6.5' 7' 7.5' '8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 3- I 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 12.5' 4' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 5' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' .10' 10.6 11' 11.5' 12' 12.5 13' 13.5' 6' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 13.5' 14' 'r 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 13.5' 14' 14.5' 8' ( 8' 8.5' 9' 9.5' ' 10' 10.5' 11' 11.5' 12' 12.5' 13' 13.5' 14' 14.5' 15' 9' 1 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 13.5' 14' 14.5' 15' 15:5' 10' ' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 13.5' 14' 14.5' 15' 15.5' 16' r I1 { ( 8. FOR SINGLE SPAN ATTACHED, UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 2.8 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST W MAY BE USED FOR'ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE I 4 • I I TABLE 2.8 Post Requirements for Freestanding 'Structures > TABLE 2.7 Post Requirements for Attached Structures Post Description Max POST H t Alum Twin 0.032"x1.5"x1.5" Scroll 8' A Alum Twin 0.062"xl.50.5 Scroll 12' A Alum 0.024"4"x3" w/ Sideplates 12' A Alum 0.032"x3"x3" Lockseam 12' B Alum 0.040"x3"x3" Lockseam 12' C Alum 0.055"x3"x3" Fluted 12' D Alum 0.120"x3"x3" Square 12' E Steel 0.043"0"0" Lockseam 12' F Steel 0.188"x3"x3" Square 15' G Steel 0.188"x4"x4" Square 18' H TO WALL FROM TABLE 7.5 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. POST W MAY BE USED FOR'ALL ATTACHED UNITS ON SLAB SLAB 10. FOLLOW 9 AND 10 FROM ABOVE I 4 • I I TABLE 2.8 Post Requirements for Freestanding 'Structures > Post Description Max Height Maximum Footing POST Steel 0.043"x3"x3" Lockseam 12' d= 27" F Steel 0.188'5x3"x3" Square '115' d= 37" G Steel 0.188"x4"x4" Square 18' d= 44" H Steel 0.188"x5"x5" Square 18' d= 49" I ®=MITHI BUILDING PR 227 South Town East Blvd Mesquite, TX 75149 (972) 285-8811 F(972) 882-8818 P UTN,4� FZ C 68139 f \ Exp. 46/30.1 or 0 SO 1`i �-.. • Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cariputnam@comcastnet FEB 2 3 2010 2/6/2008 Page 5 of 9 PRINTED ON 03/14/2008 ^:TTirC 9 n DnCT CDA r1A1rC CnD 1 ATTIrC DAYin Akin r"nnAeAFBrIAI rnVFRS I ISIMr AI I IMINIIM HFADFRS IN HIGH WIND AREA! IAPMO ES REPORT #0106 0.042"xWx8" Boz Beam (Detail LA04) TABLE 3.1 Attached Freestanding or Double 0.042"x3"x8" (Detail LA25) Double 0.032'W'x6.5" (Detail LA25) 12'-3" Attached Freestanding or 22 Attached Freestanding or Structure Multispan Units 19'-T' - Structure Multispan Units 29 Structure Multispan Units GROUND TRIB ' 22 POST MAX 28 29 MAX POST LENGTH MAX 11'-2" A MAX POST LENGTH MAX 22 25 MAX POST LENGTH SNOW WIDTH B REO'D POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' ' 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) 10'-4" FOR SPACINGPOST 22 SIZE CONSTRAINED FOOTS SP, POST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTS (PSF) 23 A SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 16'-2" B 27 27 29 (in) (in) (in) (in) A 23 (in) (in) (in) (in) 28 A (in) (in) (in) (in) 10 4A A 12'-3" 12'-3" A 22 26 27 - 28 19'-T' - - :_B - - - 25 29 30 31 12'-16" A ' 22 25 28 29 LIVE 4.5 11'-2" A 11'-2" A 22 25 27 28 18'-2" B 26 28 30 31 11'-10" A 23 25 27 29 A 5 A A 10'-4" A 22 25 26 27 17'-3" B 26 28 29 31 1.1'-0" A 23 24 27 28 9'-7" 5.5 23 A 9'-7" A 22 24 26 27 16'-2" B 27 27 29 30 10'-3" A 23 24 26 28 A 6 24 A 8'-111' A 23 24 25 26 15'-2" B 27. 27 28 30 9'-7" A 23 24 26 27 23 6.5 25 A 8'-5" A 23 24 25 26 14'-4" B 27 27 28 29 9'-0" A 23 23 26 27 24 7 26 A 7'-11" A 23 23 24 26 13'-7" C 27 27 28 29 8'-0" A 23 23, 25 27 25 7.5 12'-11" A T-5" A 23 23 24 25 12'-11" C 27 27 27 29 8'-1" A 24 24 25 26 25 8 C. A 7'-1" A 23 23 24 25 12'-4" C 28 28 28 28 T-8" A 24 24 25 26 11'-3" 9 29 A V-5" A 23 23 23 24 11'-3" C ' 28 28 28 28 T-0" A 24 24 24 26 C 10 29 A 5'-10" A 23 23 23 24 10'-5" C 28 28 28 28 6'-5" A 24 24 24 25 29 11 29 A 5'-4" A 23 23 23 23 9'-8" C 28 28 28 28 5'-11" A 24 24 24 25 29 12 29 A 5'-0" A 23 23 23 23 9'-0" C 29 ' 29 29 29 5-6" A 24 24 24 25 30 13 5'-2" A 4'-7" A 23 23 23 24 8'-5" C 29 29 29 29 5'-2" A 24 24 24 25 30 14 A A 4'17" A 24 24 24 24 7'-11" C 29 29 29 29 4'-10" A 24 24 24 25 4'-0" 15 25 A 4'-1" A 24 24 24 25 T-6" C 29 29 29 29 4'-6" B 24 24 25 26 B B 16 25 A X-10" A 24 24 24 25 T-1" C 29 29 29 29 4'-3" 30 1 25 25 25 26 25 1 17 26 1 A T-7" A 24 24 24 '25 6'-9" C 29 29 29 29 1 4'-1" 1 B 25 25 25 27 10 4 A 12'-3" A 23 26 28 29 19'-3" B 26 29 31 32 12'-10" A 23 26 29 30 LIVE 4.5 A 11'-2" A 23 26 27 28 18'-2" B 27 29 30 32 11'-10" A 23 25 28 30 9'-9" 5 A 10'-4" A 23 25 ' 27 28 17'-3" B 27 28 30 31 111-0" A 23 25 28 29 A 5.5 A 9'-7" A 23 25 26 27 16'-2" B 28 28 30 31 10'-3" A 24 25 27 29 24 6 A 8'-11" A 23 24 26 27 15'-2" B .28 28 29 30 9'-7" A 24 24 27 28 25 6.5 A 8'-5" A. 23 24 25 26 14'-4" -B 28 28 29 30 9'-0" A 24 24 26 28 26 7 A 7'-11" A 24 24 25 26 13'-7" C 28 128 28 30 8'-6" A 24 24 X26 27 27 7.5 A 7-5" A 24 24 25 26 12'-11" C 28 28 28 29 8'-1" A 24 24 26 27 12'-0" 8 A 7-1" A 24 24 24 25 12'-4" C. 29 29 29 29 7'-8" A 24 24 25 27 C 9 A 6'.5" . A 24 24 24 25 11'-3" C 29 29 29 29 7'-0" A 25 25 25 26 31. 10 A 5'-10" A 24 24 24 24 10'-5" C 29 29 29 29 6'-5" A 25 25 25 26 31 11 A -5'4" A 24 24 24 24 9'-8" C 29 29 29 29 5-11" A 25 25 25 25 31 12 A 5'-0" A 24. 24 24 24 9'4" C 29 29 29 29 51-6" A 25 25 25 25 31, 13 A 4'-7" A 24 24 24 24 8'-5" C 30 30 30 30 5'-2" A 25 25 25 26 4'.10" 14 A 4'41" A 24 24 24 25 T-11" C 30 30 36 30 4'-10" A 25 25 25 26 B 15 A 4'-1" A 24 24 24 25 T -G' C 30 30 30 30 4'-0" B 25 25 ' 25 26 27 16 A T-10" A 24 24 24 25 T-1" C 30 '30 30 30 4'-3" B 25 25 25 27 27 17 A 1 V-7" 1 A 1 24 1 24 1 25 1 26 11 6-9" C 1 30 1 30 1 30 1 30 11 4'-1" B 25 1 25 26 1 27 10 4A 11'-3" A 23 27 28 30 18'-0" . B 27 30 32 33 12'-0" A 24 27 30 31 LIVE 4.5 A 10'-5" A 24 26 28 29 17'-0" B 28 30 31 33 11'-9" A 25 26 29 31 WIDTH 5 A 9'-9" A 24 26 27 29 1 16'-" B 28 29 31 32 11'-0" A 25 26 29 30 6'-9" 5.5 A 9'-2" A 24 26 27 28 15'4" B 29 29 30 32 10'-3" A 25 26 28 30 TYPE 6 A 8'-8" A 24 25 27 28 14'-8" B 29 29 30 31 9'-7" A 25 25 28 29 25 6.5 A V-2" A 25 25 26 27 14'-1" B 29 ' 29 30 31 9'-0" A 25 25 27 29 8'-1011 7 A 7'-9" A 25 25 26 27 13'-7" C 30 30 30 31 8'-6" A 26 26 27 28 24 7.5 A 7'-5" A 25 25 26 27 12'-11" C 30 30 30 31 8'-1" A 26 26 27 28. 21 8 A 7'-1" A 25 25 25 26 12'-0" C 30 30 30 30 7'-8" A 26 26 26 28 "4'-0" 9 A V-5" A 25 25 25 26 11'-3" C 31 31 31 31 T-0" A 26 26 26 27 22 10 A 5'-10" A 25 25 25 25 10'-5" C 31. 31 31 31 6'-5" A 26 26 26 27 3'-5" 11 A 5'-4" A 25 25 25 25 9'-8" C 31 31 31' 31 5'-11" A 26 26 26 26 24 12 A 5'-0" A 26 26 26 26 9'-0" C 31 31 31 31 V-6" A 26 26 26 26 22 13 A 4'-7" A 26 26 26 26 8'-5" C 31 31 31 31, 6-2" A 27 27 27 27 T-1" 14 A 4'-4" A 26 26 26 26 T-11" C 31 31 31 31 4'.10" A 27 27 27 27 26 15 A 4'-1" A 26 26 26 26 7'1" C 32 32 32 32 4'-0" B 27 27 27 28 24 16 A X-10" A 26 26 26 27 . 7'-1" C 32 32 32 32 4'-3" B 27 27 27 28 17 A 3'-7" A 26 26 26 27 V-9" C 32 32 32 32 4'-1" B 27 27 27 28 IAPMO PAGE NUMBER 12 of 76 TABLE 3.1 0.042"x3"x8" Box Beam (Detail LA04) Double 0.042"x3"x8" (Detail LA25) Double 0.032"x2"x6.5" (Detail LA25) 7'-5" Attached Freestanding or 24 Attached Freestanding or '12'-10" Attached I Freestanding or 28 30 Structure Multispan Units A Structure Multispan Units 27 Structure Multispan Units GROUND TRIB A POST MAX 20 24 MAX POST LENGTH MAX 11'-9" C MAX POST LENGTH MAX 30 31 MAX POST LENGTH SNOW WIDTH 24 REO'D POST MIN FOOTER 8' I 12' ' 15' POST- MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 16 LOAD (FT) 27 FOR SPACINGPOST 6'-9" SIZE CONSTRAINED FOOTER SPACINGPOST 26 SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS (PSF) 21 23 SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d"' "d" d" "d" 26 6'40" 6 20 A 5-3" (in) (in) (in) (in) 22 25 (in) (n) (in) (in) C 25 (in) (in) (in) (in) 25 120 MPH EXPU51_111t - c A 7'-5" A 20 24 27 28 '12'-10" G 24 28 30 32 8'-0" A 21 24 27 28 20 LIVE 4 4.5 4.5 A 6'-8" A 20 24 26 28 11'-9" C 25 27 30 31 7'4" A 21 24 26 27 ` 5 A 6-1" A 20 23 26 27 10'-10" C 25 27 29 31 6'-9" A 21 23 26 27 l f 5.5 24 A 5'-8" _ A 21 23 25 26 10'-1" C 25 26 29 30 6'-3" A 21 23 25 26 6'40" 6 20 A 5-3" A 21 22 25 26 9'-5" C 25 26 28 30 5'-9" A 21 22 25 26 1 6.5 5'-T A 4'-10" A 21 22 24 26 8'-1011 C 25 25 28 29 5'-5" A 21 22 24 26 24 7 27 A 4'-6" A 21 22 24 25 8'1" C 25 25 27 29 F-1" A 22 22 24 25 ' 7.5 24 A 4'-3" A 21 21 24 25 7'-10" C 25 25 27. 29 4'-9" B 22 22 24 25 22 8 T -T' A "4'-0" A 21 21 23 24 T-5" C 26 26 27 28 4'1" B 22 22 23 25 _ 9 22 A 3'-7"- A 21 21 23 24 6'-9" C 26 26 26 28 4'-1" B 22 22 23 24 3'-5" 10 19 A 3'-3" A 21 22 24 25 6'-2" D 26 26 26 27 T-8" B 22 22 24 25 11 3'-1" A 3'-0" A 21 22 24 26 5'-8" D 26 26 26 26 3'-4" B 22 22 24 26 ' 12 A 2'-g" A 2123 21 25 26 5'-3" D 26 26 26 26 T-1" B 22 23 25 26 1 13 12 A 2'-6" A 1 21 23 25 27 4'-10" D 26 26 26 27 2'-11" B 22 23 25 27 25 lUD WIN tArvJUKt 1 7'-1" A 19 23 25 27 12'-5" D 22 26 28 30 7'-9" B 19 24 26 28 25.. 4 4.5 A 7'-1" A 18 23 25 26 12'-3" D 11'-4" D 23 26 28 30 7'-1"' B 20 23 ` 4.5 A 6'-5" B 18 22 24 26 11'-0" D 22 25 28 29 T-1" B 19 23 26 27 l f 5 24 A 5'-11" B 18 22 24 25 10'-10" D 22 25 27 29 V-6- B 19 23 25 27 6'40" 5.5 20 A' 5'-5" B 19 21 23 25 9'-0" D 23 24 27 28 6'4" B 19 23 25 26 1 6 5'-T A 5'1" B 19 21 23 24 9' S" D 23 24 26 28 5'-T' B 19 22 24 26 24 6.5 27 A 4'-8" 8 19 21 23 24 8'4" D 23 24 26 27 5'1" B 19 22 24 25 ' 7 24 A 4'4" B 19 20 22 23 8'-6" D 23 23 26 27 4'-10" B 19 22 24 25 22 7.5 T -T' A 4'-1" B 19 20 22 23 7"-9" D 23 23 25 27 4'-7' B 19 21 23 25 _ 8 22 A 3'-10" B 19 20 22 23 T-1" D 23 23 25 26 4'4" B 20 21 23 24 3'-5" 9 19 A 3'-5" B 19 20 22 23 6-6" D 23 23 24 26 T-11" B 20 21 23 24 10 3'-1" A 3'-1" B 19 20 22 24 5'-0" D 23 23 24 25 3'-6" B 20 22 24 25 - 11 A 2'-10" B 19 21 23 24 64" D 23 23 23 25 T-3" B 20 22 24 26 12 12 A 2'-7' B 19 21 23 25 5'-2" D 23 23 23. 25 T-0" B 20 23 25 26 I 13 A 2'-5" 8 19 22 24 25 4' 6" D 24 24 24 25 2'-g B 20 23 25 27 25 110 MPH 4A tXPUSUKt v 7'-1" A 19 23 25 27 12'-5" D 23 26, 29 31 T-9" B 19 23 25 27 I 4.5 A 6'-5" El- 19 23 25 26 11'-4" D 23 26 28 30 7'-1"' B 20 23 25 26 5 A 5'-11" B 19 22 24 26 101-6" D 23 25 28 29 6'-6" B 20 22 24 26 5.5 A 5'-5" B 19 22 24 25 9'-9" D 23 25 27 29 6'40" B 20 22 24 25 I 6 A 5'-0" B 19 21 23 25 9'-1" D 23 24 27 28 5'-T B 20 21 23 25 I 6.5 A 4'-8" B 19 21 23 24 8'�6" O 24 24 27 28 5'-2" B 20 21 23 24 7' A 4'-4" B 19 21 23 24 8'-0" D 24 24 26 28 4'-10" B 20 21 23 24 I 7.5 A 4'-1" B 19 20 22 24 T -T' D 24 24 26 27 4'-T B 20 20 22 .24 , ' 8 A 3'-10" B 19 20 22 23 T-2" D 24 24 25 27 4'-0" B 20 20 22 23 9 A 3'-5" B 19 20 22 23 6'-0" D 24 24 25 26 X-11" B 20 20 22 23 10 A 3'-1" B 19 21 23 24 5-11" D 24 24 24 26 3'-6" B 20 21 23 24 " 11 A 2'-10" B 20 21 23 25 5'-5" D 24 24 24 25 3'J" B 20 21 23 25 { 12 A 2'-7" B 1 20 1 22 1 24 1 25 11 5-0" 1 D 1 24 24 24 1 25 X-0" 1 B 1 20 1 22 1 24 1 25 110 MPH EXPOSURE C �pFESS/' ' 30 4 A V-2" B 18 22 25 26 10'-11" D 22 26 28 30 1 4.5 A V-6" . B 18 22 24 25 9'-11" D 22 25 29 Q� P.Ur 5 A 5'-1" B 18 21 23 25 9'-2" D 22 25 27 28 407 I 5.5 5.5 A 4'-8" B 18 21 23 24 8'-6" D 22 24. 2 28 + 6 A 4'-3" B 18 21 23 24 7'-10" D 22 24 27 C 68139 r^ 6.5 A 4'-0" B 18 20 22 23 Ta" D 22 23 26 27 7 A 3'-8" B 18 20 22 23 6'-11" 23 2 /25 27 EXP, 6/30/2 7.5 A 3'-6" B 18 20 22 23 6T-66" 23 3 i 25 26 8 A 3'-3" B 18 20 22 23 6'-2" 0 23 1 23 / 25 26 25 s%4 (; / 9 A 2'-11" B 18 20 22 23 V -T' D 23 23 24 10 A 2'-8" B 18 21 23 24 5'-1" D 23 23/ 23 25 OFC 11 A 2'-5" B 18 21 23 25 4'-8" D ' 3 23' 23 25 12 A 2'-0" B 18 22 24 25 4'-3" D 2 23 24 25 February 15, 2008 2/612006 Page 6 of 9 ,,P� h��4f JY .0111 d �" FEB 2 3 2010 e i 7.0 POST AND Wf�t!EYTS FOR COMMERCIAL AND PATIO STRUCTURE; IAPMO ES REPORT #0106 4 IAPMO PAGENUMBER 74 of 76. r Table7.3: Required Number of Fasteners for Shearing Loads ;Table 7.4: Required Number of Fasteners for Tension Loads 7 Aluminum Material Gage (in) 4 Steel Gage (in) Aluminum Gage (in) ^ z ,0.024 0.024 0.032 0.036'x0.04070.040 0.060 0.060 0.043 0.041 0.036 0.062 0.060 0.090 0.100 Trib Width (ft). Allowable Width for Attached Two Post Stiructures on Slab Live or Ground Snow Load B 10 psf 20 psf 4 32'-1„ 16,_11„ 4.5 28'-6" 15'-1" 5 25'-8" 13'-6" 5.5 23'-4" ' 12'-4" 6 21'-5" .11'-3" 6.5 19'-9" 10'-5" 7 18'-4" 7.5 17'-1" 8 16'-0" 8'-5" ' 8.5 15-1" 7'-11" 9 14'-3" 7'-6" 9.5 13,_6" 7'-1" 10 12'-10" 6-9" 11 11'-8" 6'-2" 12 10,4, 5'-7" 13 9' 10" 5'-2" 14 9'-2" 4,_10" 15 8'-6„ 4'_6,,. Table 7.1 29 1411 9 4 2 6 6 2 30 1563 n/a 4 - 2 7 6 2 4 2 3 1 3 9 2 2 6 1563 30 31 1724 n/a 5 3 8 7 2 5 2 4- 2 ; 3 n/a 2 2 6 1724 31 r 1896 32 POST TYPE 19 A B C D E LF G H .I .J . 1 'K L M N. B Alum 0.032"x3"x3" Lockseam MU89 - Footer Design #14 3/8"BI 3/8"B Q #14 #14 3/8" B #14 3/B;,B #14 ... 3/8" B 2 3/8" B #14 3/8" B 3/8" B #14 Design Footer 1 Spacing between bolts and screws _ ^ Size Uplift SMS .BOLT BOLT tf' SMS -ISMS •BOLT SMS BOLT SMS BOLT 1 BOLT SMS BOLT. BOLT SMS Uplift Size shall be 2:5 times the shank i d (in) (lbs) 164 424 836 245 273 1046 409 1384 532, 1691 4 588 175 865 1298 292 (lbs) d (in) 12 diameter 2 The edge distance of bolts and 12 100 1 1 1 1 1 1 1 1 1 1 23 1 1 1 1 1 100 . 1 2 1' 2 1 2 5 1 1 3 1 1 1 1 1 1 1 1.27 13 screws shall be 3 times the 13 • 127 1 1 1 1 1 1 1' •' 1. • 1 3 722 1 1 1 1 1 159 14 shank diameter ' 14 159 1 1 1 1 1 1 1 1 1 ^ 1 1 3 2 1 1 1 195 15 3 Connections shall be arranged so that the 15. 195 2 1 1 1 1 1 1 1 1 1 6 1 1 4 1 1 237 16 center of resistance of the connection shall 16 237 2 1 1 1 1• 1. 1 1 1 1 1 1 1 1 2 2 1 1 1 1 284 17 coincide with the resultant line of action 17 _,;.i 284 2 1 1 2 2 } 1 1. 1 3 1 2 1 '2 1 1 2 338 18 of the load. 18 338 3 1 1 2 2 1 1 1 1 1 3 1 .. 3 1 1 ' 2 397 19 1 Table 7.1 29 1411 9 4 2 6 6 2 30 1563 n/a 4 - 2 7 6 2 4 2 3 1 3 9 2 2 6 1563 30 31 1724 n/a 5 3 8 7 2 5 2 4- 2 ; 3 n/a 2 2 6 1724 31 r 1896 32 POST TYPE 19 397 3 1 1 2 1 2 1 1 ' 1. 1 1 Alum 0.024"x3"x3" w/ Sideplates 1 12' B Alum 0.032"x3"x3" Lockseam MU89 12' C Alum 0.040"x3"x3" Lockseam MU89 20 463 3 2 1 2 2 1 2 1 1 1 15' 1 3 1 1 2 463 20 18' 19' 21 536 4 2 1 3 2 1 2 1 2 1 1 4 t 1 1' 2 536 21 2 22 616 4 2 1 3 3 1 2 1 2 1 9' 2 4 t' 1 3 616 22 23 704 5 2 1 3 3 . 1 2 1' 2 1 2 5 1 1 3 704' 23 Slab 90B 722 5 2 1 3_° 3 1 2 1 2, 1 + 2 5 1 1 3 722 Slab 24 800 5 2 1 4 3 1 2 1 2 1 { 2 5 1 1 3 800 24 Slab 90C 886 6 3 2 4 4 1 3 1 2 1 , 2 6 2 1 4 886 Slab 25 904 6 3 2 4 4 1 3 1 2 1 2 6 2 1. 4 904 25 26 1017 7 3 2 5 4 1 3 1 2 1 2 6 2 1 4 1017 26 7 1139 7 3 2 15 N2 3 1 .. 3 1 2 7 2 1 4. 1139 27 ` 28 1270 8 3 2 6 5 2 4 1 3 1 3 8 2 1 5 1270 28 4 2 3 1 3 9 2 2 5 1411 29 Table 7.1 29 1411 9 4 2 6 6 2 30 1563 n/a 4 - 2 7 6 2 4 2 3 1 3 9 2 2 6 1563 30 31 1724 n/a 5 3 8 7 2 5 2 4- 2 ; 3 n/a 2 2 6 1724 31 r 1896 32 POST TYPE POST DESCRIPTIONS DETAIL MAX POST HGHT A Alum Twin 0.032"x1.5"x1.5" Scroll MU100, MU90 8' A Alum Twin 0.062"x1.5x1.5 Scroll MU106, MU91 12' A Alum 0.024"x3"x3" w/ Sideplates MU98 12' B Alum 0.032"x3"x3" Lockseam MU89 12' C Alum 0.040"x3"x3" Lockseam MU89 12' D Alum 0.055"x3"x3" Fluted - MU95 12' E Alum 0.120"x3"x3" Square MU96 12' F Steel 0.043"x3"x3" Lockseam MU89 15' G Steel 0.188"x3"x3" Square MU93 18' H Steel 0.188"x4"x4" Square MU93 18' 1 4 3 ri/a 3433 39 TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS 32 1896 n/a 5 3 8 7 2 5 2 4. 2 SPEE 4 n/a 3 2 7 - n/a 6008 47 20'-0" 10 33 2080 n/a 5 3 9 8 2 6 2 4' 2 ' 4' n/a 3 2, - ;8 2080 33 130C 19' 34 2275 n/a 6 3 n/a 9' 3 6' 2 5 2 4 n/a 3 2 8 2275 34 2 35 2481 n/a 6 3 n/a n/a 3' 7 2 5 .2 9' 5 n/a 3 2 9 2481 35 36 2700 n/a 7 4 n/a n/a 3 7 2 6 .2 5 n/a 4 3 n/a " 2700 36 37 2931 n/a 7 4 \ n/a n/a 3 8 3 6 2 + 5 n/a 4 3 n/a 2931 37 38 3175 n/a 8 4 n/a n/a • 4 8 3 6 2 { 6 n/a 4 3 n/a 3175 38 1 4 3 ri/a 3433 39 TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS ANC 3 ANC 4 3433 n/a CLEAR- NO. OF #10 NO. OF 1/4" LIVE WIND SPAN SCREWS LAG SCREWS LOAD SPEE (FT) PER RAFTER PER RAFTER (PSF) MPH n/a 6008 47 20'-0" 10 105C 19' 2 2 5 120C 22' 3 2 20 130C 10' 2 v n/a 130C 14' . 3 2 40 130C 19' 4 ' 3 25 n/a 9' 2 n/a 4 n/a 14' 3 2 7 19' 4 3 30 3988 8' 2 42 4288 12' 3 2 n/a n/a 16' 4 3 40 3 9' 3 2 5 4 12' 4 3 8' 4 3 60 6 12' 5* 4 Table 7.2 39 3433 n/a 9 5 n/a n/a 4 9 3 7 3 15'-8„ 6 n a n/a 7 5 n/a 6008 47 20'-0" • 40 3704 n/a 9 5 n/a n/a 4 n/a 3 7 3 7 n/a 5 3 n/a 3704 40 41 3988 - n/a n/a 5 n/a n/a 4 n/a 3 8 ' 3 7 n/a 5 4' n/a 3988 41 42 4288 n/a n/a 6 n/a n/a 5 n/a 4 9 3 8 n/a 5 4 n/a 4288 42 43 4601 n/a n/a 6 n/a n/a 5 n/a 4 9 3 8 n/a 6 4 n/a 4601 43 44 4930 n/a' n/a 6 n/a n/a 5 n/a 4 n/a 3 9 n/a 6 4 n/a 4930 44 45- 5273 n/a n/a 7 n/a n/a 6 n/a 4 n/a 4 9 n/a 7 5 n/a 5273 45 5 n/a 4 n/a n/a - 7 5 n/a 5633 46 Table 7.2 46 5633 n/a n/a . 7 n/a n a 10 n ' 20'_0" 16'-2" 20 20,_0" 15'-8„ 25 20'-0" n/a 7 5 n/a 6008 47 20'-0" • 47 6008 n/a n/a 8 n/a n/a 6 n/a 5 n/a 4 n/a 48 6400 n/a n/a 8 n/a, n/a 7 n/a 5 n/a 4 n/a n/a 8 5 . n/a 6400 48 49 6808 n/a n/a 9 n/a n/a 7 n/a 5 n/a 5 n/a n/a 8 6 n/a 6808 49 50 7234 - n/a n/a 9 n/a n/a 7 n/a 6 n/a 5 n/a n/a 9 6 n/a 1 7234 50 TABLE 7.7 STUCCO ATTACHMENT TO WALL ' ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 16" o/c 24" o/c Live/Snow Wind Speed (mph) and Exposure Load (psf) 90 Exp C 90 Exp B 90 Exp C 10 20,_0" ' 20'_0" 16'-2" 20 20,_0" 15'-8„ 25 20'-0" 16-8" 15'-8" 30 20'-0" 15'-8" 15'-8" 40 20'-0" 13'-8" '13'-B" ` 60 13'-10" 9'-2" 9'-2" oQ�pF ESS/ON as ener terminology - �� #14 SMS = #14 sheet metal or SDS screw, 1/2'' minimum lengthK3020" LE 7.5: WALL' ATTACHMENTS FOR SOLID COVER STRUCTURE: �F��'Dfii V 3/8" B = 3/8" Diameter Bolt NC 1 J, ANC 2 ANC 3 ANC 4 F GP '921 - 2 See General Notes for specifics on fasteners , O/C O/C O/C LEAR ' # OF 1/4" " C I m WIND SPEEACING SPACING SPACING SPAN LAG SCREWS 1 !:0 Go • of Lu C 6 813 9 rr 1 Clearspan on this chart is the distance from the (MPH) ANDNCRETE MASONRY FOR #10 x 2" (FT) PER STUD @16" - of �' Or_ wall to the first row of columns. EXPOSURE ANCHORS ANCHORS SMS SCREWS O/C SPACING . * E . 6/30/2 * 2 Approved concrete anchor such as Stainless Steel Hilti Kwik Bolt TZ 90 C0" . r 20" 8" 18' 1 *% ! i ? (ICC ESR 1917) or equivalent i 3 Approved Masonry Anchor such as Hilti Kwik Bolt 3 (ICC ESR 1385) 105 C21 0" 20" r' 6" 11' 1 .IVIt ST C1 3/8" x 2.5" embed or equivalent ti 21' 2 . �Lr �. tv OFC L1 Q 4 1/4" Lag screws must have 2 1/4" of penetration into studs.' 110 C0, 20" 6" 10' 1 y These lag screws must have an 1/8" lead hole. ` ' 21 2 • J FE 2 2019 1 + 1 5 10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. _ j 20" :� - 6�� 2 2/6/2008 February 15, .2008 40 ,6" ' ' 17'{(', 4„ 13, 2 . M2 Page 2 of 4. 60 16" p 16" .4„ 9, 2 r 5 oQ�pF ESS/ON as ener terminology - �� #14 SMS = #14 sheet metal or SDS screw, 1/2'' minimum lengthK3020" LE 7.5: WALL' ATTACHMENTS FOR SOLID COVER STRUCTURE: �F��'Dfii V 3/8" B = 3/8" Diameter Bolt NC 1 J, ANC 2 ANC 3 ANC 4 F GP '921 - 2 See General Notes for specifics on fasteners , O/C O/C O/C LEAR ' # OF 1/4" " C I m WIND SPEEACING SPACING SPACING SPAN LAG SCREWS 1 !:0 Go • of Lu C 6 813 9 rr 1 Clearspan on this chart is the distance from the (MPH) ANDNCRETE MASONRY FOR #10 x 2" (FT) PER STUD @16" - of �' Or_ wall to the first row of columns. EXPOSURE ANCHORS ANCHORS SMS SCREWS O/C SPACING . * E . 6/30/2 * 2 Approved concrete anchor such as Stainless Steel Hilti Kwik Bolt TZ 90 C0" . r 20" 8" 18' 1 *% ! i ? (ICC ESR 1917) or equivalent i 3 Approved Masonry Anchor such as Hilti Kwik Bolt 3 (ICC ESR 1385) 105 C21 0" 20" r' 6" 11' 1 .IVIt ST C1 3/8" x 2.5" embed or equivalent ti 21' 2 . �Lr �. tv OFC L1 Q 4 1/4" Lag screws must have 2 1/4" of penetration into studs.' 110 C0, 20" 6" 10' 1 y These lag screws must have an 1/8" lead hole. ` ' 21 2 • J FE 2 2019 1 + 1 5 10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. _ j 20" :� - 6�� 2 2/6/2008 February 15, .2008 40 ,6" ' ' 17'{(', 4„ 13, 2 . M2 Page 2 of 4. 60 16" p 16" .4„ 9, 2 r tt RT #0106PMO R 75 of.76 PRINTED ON 03/14/2008 IAPMO ES REPO k IA PAGE NUMBER h 7.0 .CONCRETE FOOTING OPTIONS •r ~' - x. r, CONVERSION TO SQUARE TOP FOOTING SITE SPECIFIC FOOTING TABLE v EQUIVALENT FOOTINGS FOR FREESTAND AND ATTACHED For Single Span Attached Footings Only DIAMETER OF _ Z z Zz j CIRCULAR O Zia FOOTINGS (IN) z 0, Of z 12" 18" 24" 20 Z 18 16 ,15. 21 Cn O z D DEPTH OF O � CIRCULAR 17 . ,a FOOTINGS (IN) 18 18 52 - 25 23 ' 19. 20 N/A 27 25 .20 22 N/A 31 27 21 23 N/A 36 28 22 24 N/A 42 30 23. 26- N/A 48 ,32 24 U27-) '--N/A-7 54 34 • 28 .- 29 N/A N/A 36 26 31 N/A N/A 39 27 33 N/A N/A 44 28 35 N/A N/A 49' .29 '36 N/A N/A 54. 30 38 N/A N/A '60. 31 39 N/A N/A N/A 32 40 N/A N/A N/A 33 41 N/A N/A. N/A 34 43 N/A N/A N/A 35 44 N/A N/A N/A 36 46 N/A N/A, N/A 37 47 N/A' N/A N/A 38 48 N/A N/A N/A TABLE 7.8 for SINGLE SPAN Attached Structures INSTRUCTIONS TO USE TABLE 7.10 ' Wind Condition Lattice 1. TABLE IS FOR SINGLE SPAN ATTACHED, UNITS ONLY Trib 90 mph 90 mph 110°mph Trib' 2: DETERMINE ACTUAL TRIBUTARY AREA Area Exp B. Exp. C Exp C Area FOR'MIDDLE POSTS THIS IS: ' (sq ft) Required "d,' of Footing (in) (sq ft) TRIB WIDTH x POST SPACING 15 14 15 17 '25 FOR END POSTS THIS IS'. 20 16 17 19 ; 33 (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH 7.25 17 18 • 21 42 3. DETERMINE FOOTING SIZE FOR WIND CONDITION 30 . 18- '19 ' 22 50 - 4. FOR LATTICE USE LAST COLUMN FOR TRI REA _ 35 19 20 '23 58 40 20 21 24 -.67 ` 45 20 22 25 75 �� r c o,. s 50' 21 23 26 83 ' 55 22 . 23 27 92 `y 60 22 24 27 100. cU 6`'9 ; 65 23 25 28 108 EXF .iJ 70 ` 24 25. 29<- 117 80 25 27 30 133 26 28 31 150' FEB 2:3 2010 100 27 29 33 167 ' 110 27 30 -34- 183 v: 120 LL� 28 30 35 200 130 29 31 36 ` 217 140 30 32 36 233 .�. ,. 150 30 33 37 250 BUILDING PRODUCTS 160 31 34 38 267 170 32 '34 39 283 227 South Town East Blvd. 180 32 35 .40 300 Mesquite, TX 75149 Q�OFESS/p�� 190Y .33 35 40 .317 (972) 285-8811 �P�� P ll T� I; 200 34- 36 41 333 F(972) 882-8818 210: 34 37, 42 350 =CD 220 35 .37 ' -42 367 Carl Putnam, P. E. C 68139 rn 230 35 38 43 383 3441 Ivylink Place * . E .6/3,0/20W 240 36 38 44 400 Lynchburg, VA 24503 TABLE 7.10 cariputnam@comcast.netr shy CI ` OF C L� i, For Single Span Attached Footings Only Footing Depth (in) 1 g 24 30 136 d (in) Required Length of Square Footing (in) 20 21 18 16 ,15. 21 23 20 -18 16- 22' 24 21 19 17 23 26 23 20 • 18 24 28 24 21 20 . 25 -29' 26 23 21 26 31 27 24 22"- 27 33 29 -26, 23 28 *35 30 27 25 29 37 32 y .•29 26, 30 39 34 30 27 , 31 41 35 32 29. r 32 43, -_ 37 .33- 30 33 45 39 35 32 34 47 40 36 33 35 49 42 38 35 ' 36 51 44 39 36 37 53 46 41 38 38 55 48 43 39 39 57 50 44 41 40, 60 52 46 '42 41 N/A 54.. 48 44 42 N/A 56 50 '45 43 N/A 58,' 51 47 44 NIA 60 53 49 45: N/A"' 'N/A' 55 50 46 N/A ''` N/A 57 .52 47. N/A "N/A 59 54 48 N/A N/A N/A 55 49 - :N/A N/A N/A 57 50' NIA N/A N/A 59 for SINGLE SPAN Attached Structures INSTRUCTIONS TO USE TABLE 7.10 ' Wind Condition Lattice 1. TABLE IS FOR SINGLE SPAN ATTACHED, UNITS ONLY Trib 90 mph 90 mph 110°mph Trib' 2: DETERMINE ACTUAL TRIBUTARY AREA Area Exp B. Exp. C Exp C Area FOR'MIDDLE POSTS THIS IS: ' (sq ft) Required "d,' of Footing (in) (sq ft) TRIB WIDTH x POST SPACING 15 14 15 17 '25 FOR END POSTS THIS IS'. 20 16 17 19 ; 33 (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH 7.25 17 18 • 21 42 3. DETERMINE FOOTING SIZE FOR WIND CONDITION 30 . 18- '19 ' 22 50 - 4. FOR LATTICE USE LAST COLUMN FOR TRI REA _ 35 19 20 '23 58 40 20 21 24 -.67 ` 45 20 22 25 75 �� r c o,. s 50' 21 23 26 83 ' 55 22 . 23 27 92 `y 60 22 24 27 100. cU 6`'9 ; 65 23 25 28 108 EXF .iJ 70 ` 24 25. 29<- 117 80 25 27 30 133 26 28 31 150' FEB 2:3 2010 100 27 29 33 167 ' 110 27 30 -34- 183 v: 120 LL� 28 30 35 200 130 29 31 36 ` 217 140 30 32 36 233 .�. ,. 150 30 33 37 250 BUILDING PRODUCTS 160 31 34 38 267 170 32 '34 39 283 227 South Town East Blvd. 180 32 35 .40 300 Mesquite, TX 75149 Q�OFESS/p�� 190Y .33 35 40 .317 (972) 285-8811 �P�� P ll T� I; 200 34- 36 41 333 F(972) 882-8818 210: 34 37, 42 350 =CD 220 35 .37 ' -42 367 Carl Putnam, P. E. C 68139 rn 230 35 38 43 383 3441 Ivylink Place * . E .6/3,0/20W 240 36 38 44 400 Lynchburg, VA 24503 TABLE 7.10 cariputnam@comcast.netr shy CI ` OF C L� i,