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08-0198 (PAT)P.O. BOX 1504 78-495-CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 c&t�v- 4 4a Q" Application Number: 08-00000198 Property Address: 51095 AVENIDA HERRERA APN: 773-063-015-4 -000000- Application description: PATIO COVER - RESIDENTIAL Property Zoning: COVE RESIDENTIAL, Application valuation: 3192 Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affix under penalty of perjur r at I am licen /bde,vaiS%drsyfLicense oChapter 9 (commencing with Section 7000) of Division 3 of the B iness and Professi nalis in full force and effect. License Clas : B 471619 Contractor: OWIOER-BUI D R DECLARATION I hereby -affirm under penalty of perjury the am exempt fr the Contractor's State License Law for the following reason (Sec. 7031.5, Business nd Professions e: Any city or county that requires a permit to construct, alter, improve, demolish, or pair 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) df Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 1 I, as owner of the property, or my employees with wages as their. sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided.that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT Owner: RICKS 51-095 AVENIDA LA QUINTA Contractor: WEST COAS 786 PINEF WALNUT, C (800)479- Lic. No.° VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 HERRA Date: 4/10/08 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 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 GRANITE STATE Policy Numbers WC0626827 person in any ma r so as to be 4anagree that, i I should eco the La or Code, I sh Date: �sApplican WARNING' FAILURE TO SECURE W KER ' CO SUBJECT AN EMPLOYER TO CRI AL PENALTI DOLLARS IS 100,0001. I_ All) ON TO THE C SECTION 3706 OF THE LABOR CODE, INTERESP forhich this permit is issued, I shall not employ any ijec to the workers' compensation laws of California, to he workers' compensation provisions of Section -91'Mly with those provisions. r0, SATIOND COVERAGE IS UNLAWFUL, AND SHALL CIVIL FINES UP TO ONE HUNDRED THOUSAND COMPENSATION, DAMAGES AS PROVIDED FOR IN 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 w k is not commenced within 180 days from date of issuance of such permit, or cessation of wo ' for 180 days will subject permit to cancellation. ' 1 certify that I have read this application and state t t the above inf motion i come t. Iagree to comply with all city and cou or inances and state laws relating o building const ction, d her y authorize representatives of this co y.t nter upon the above-mentione property for in e nrpose Date Q Signature (Applicant or Age r �r Application Number . . . . . 08-00000198 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 63.00 Plan Check Fee 40.95 Issue Date . . . . Valuation . . . . 3192 Expiration Date 10/07/08 Qty Unit Charge Per Extension BASE FEE 45.00 2.00 9.0000 THOU BLDG 2,001-25,000 18.00 ' -------------------------------=-------------------------------------------- Special Notes and Comments 240 SQ. FT. ALUMINUM PATIO PER ENGINEERING.ADDITIONAL PLAN CHECK WAS DUE TO THIS IS THE THIRD REVISION-TO THE STRUC. ENGINEERING'. ----=----------------------------------------------------------------------- Other Fees . . . . . . . . . HOURLY PLAN CHECK 192.50 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited --------•--------------------------------------- ---------- Due Permit Fee Total 63.00- .00 .00 63.00 Plan Check Total 40.95 .00 .00 40.95 Other Fee Total 193.00 .00 .00 193.00 Grand Total 296.95 .00 .00 296.95 'LQPERDIIT i Bin # City, of La Quinta ` Building 11, Safety Division Pe nut # P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760). 777-7012 Building Permit Application and Tracking Sheet Project Address: S I C� �` - Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip:IV rA41, z2 Contractor: (A)EL-9 7— con sr eg-r 3 Al i W Telephone: Address: 78Cl C -IM -F1' CLf' Project Description: 6P- t`�e� City, ST, Zip: C® VVUL 6. „Z — Telephone: 09 _ f State Lic. # : City Lic. #: ` Arch., Engr., Designer: Address: 15 City, ST, Zip:AP Telephone: Construction Type: YP Occupancy::. . State 141C. #: Project type (circle one): New. Ad ' Demo Name of Contact Person: S . Ft / _ 4 �Z f/� # nes:. l # Units: Telephone # of Contact'Person:Estimated Value of Pr sect: %/ Y -Pj - Z.7^L APPLICANT: DO NOT WRITE BELOW THIS L&F— # SubmittalReq'd Recd TRACMG PERMIT FEES Plan Sets Plan Check submitted Item . l Amount Structural Calcs. Reviewed, ready r correctio Plan Check Deposit Truss Calcs. Called Contact P Z Plan Check Balance Energy.Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Gradin plan* Grading p 2°a Review, ready.f correctio issue Electrical Subcontactor. List Called Contact PersonQEIPlumbing Grant Deed Plan picked up QQ% S.M.I. 77 MO.A. Approval Plans resubmitted Grading IN ROUSE:- Review, ready for coirrectiol6isue I(0 Developer Impact Fee Planning Approval C led act Person /� A.I.P.P. Pub. Wks. Appr ate of perm' e School Fees Total Permit Fees r s , i Td , . :48 ` 34os No s FG (LA�Pti0 .P g y Letter of Transmittal To: City of La Ouinta Today's Date: 4/4/08 78-495 Calle Tampico City Due Date 4/8/08 — ASAP La Quinta, Ca 92253 Project Address: 51-095 Avenida Herrera Attn: Michele / Greg Plan Check #: 08-198 Submittal: ❑ 1 St ❑ 4th 192nd, ❑ 5th ❑ 3`d ❑ Other: We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: # Of Descriptions: a Includes: # Of Descriptions: Copies: Copies: ® 1 Plans ❑ Revised Structural Plans ® 1 Struct Calcs ❑ Revised Structural Calcs ❑ Truss Calcs ❑ Revised Truss Calcs ❑ Soils Report ❑ Revised Soils Report ® 1 Comment List ❑ Approved Structural Plans ❑ Redlined Structural Plans ❑ Approved Structural Calcs ❑ Redlined Structural Calcs ❑ Approved Truss Calcs E-1� Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ❑ Truss Review Letter Comments: Structural plans and calculations are approvable with the exception of verification of ledger lag screw spacing on detail MU106. (2-3/8" dia.'lag screws at ea. stud?) This 'Material Sent for: ❑ Your Files ® Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ 'By: JOHN THOMPSON Palm Desert Office: ® # (760) 360-5770 Washington Office: ❑ # (760) 404-9556 - WEST COAST CUSTOM ROOMS NAME Residential Division Lic. #471619 week 786 Pinefalls Avenue ADDRESS S/09 e4� �: rrr_n� Homelmprovement Walnut, California 91789 CITY 44 Crw + y zzr3 Professionals 909.594.7547 - 626.350.5313 CONSTRUCTION HOURS October 1st -April 30 �oiZ �jf Monday - Friday: 7:00 a.m. to 5:30 p.m. � Saturday: 8:00 a.m. to 5:00 p.m. Sunday: None Government Code Holidays: None May 1st - September 30th Monday - Friday: 6:00 a.-M. to 7:00 p.m. Saturd1y: 8:00 a.m to 5:00 p.m. :Sunday: None RcAi2: ►�' Government Code Holidays.AIIPJMW .4 'i . �e F ,r zy'-- C C) VFDIC �� Cd ilrzf2 Construction is NOT:PERMITTE AN ADEQUATELY SIZED Dti li�i:: on the following Code Holidays: -.S- !� i IS:REQUIRED ON THE JOSTANDt MUST �+` NewYear'sDay s� S' PHASES OF CONSTRUCTION. EMPTIED AS NECESSARY. FAILURE TO DO NE�t Dr. Martin Luther Ift Jr. Da MAY CAUSE THE CITY TO HAVE THE CO - : President's Day Memorial Day DUMPED AT THE p(pENSE OF THE OWN Independence Da 00 Labor CONTRACTOR. p y. Labor Day Veteran's Day Thanksgiving Day ..Christmas Day CITY OF LA BUILDING & SAF' TA T. z=tan APPROVED. c-✓nA� FOR CONSTRUCTION. D, � 1 O ' Sr . AL h I ARE-INSPECTION FEE OF $30 _ WILL BE CHARGED IF THE APPROVED PLANS AND J0B CARD ARE NOT ON THE SITE FOR A SCHEDULED v'��1,ILD4� 17'n�lA P II U 1 �� JAN 2 4 2008 Carl Putnam. P.E. N i Summary Calculation Sheet for: Ricks Residence N 51095 Ave Herrera C3] La Qunta, CA LU Design Loads: Live Load, Dead Load LL := 10•psf Dead := 1•psf Wind Load 90 mph Exp B WL := 10• psf Blockage := 60% of Structure Geometry L:= 9.59 -ft Projection := 10•ft Overhang := 1 -ft wind loads only Projection — Overhang trib:= 2 + Overhang trib = 5.5 ft RafterSpan := Projection — Overhang — 4.5• in Header: 0.042"x3"x8" Alum Box Beam Allowable moment (bottom in compression) Ma := 1115-ft-lbf Actual Moment for structure (LL + Dead)-trib-L2 Mheader := 8 Mheader = 696 lbf- ft MtestHeader := if (Mheader > Ma, "Check Moment" , "OK") MtestHeader = "OK" Rafter: 0.024"x2"x6.5" Rafter 30041136 RafterSpace := 24• in Allowable moment (top in compression) NSI := 298•lbf•ft Actual Moment for structure (LL +Dead) RafterSpace RafterSpan2 Mrafter :_ -g •Mrafter ='205 lbf ft MtestRafter := if (Mrafter > Ma, "Check Moment", "OK") MtestRafter = "OK" Determine Load on Post attached to slab Post := (LL + Dead)•trib•L TestSlab := if (Post > 750• lbf , "Check Slab" , "OK" ) Post: 0.024"x3"x3" alum pos whside plates PostCapacity := 918-lbf TestPost := if (Post > PostCapacity, "Check Post" , "OK" ) Wall Fastening #10 screw w/ 1.25" embed into DF wood :k�"Y OF L i14 UTA ScrewCap := 1 2• BUILDING & SAFETY DEPT. WallLoad :_ (LL + Dead)• RafterSpace•(Projection - trib) WallLoad = 99 lbf APPROVED TestScrew := if( WallLoad > Nscrews- ScrewCap, "Check Screw" , "OK") FOR. CONSTRUCTION RafterSpace = 24 in 4gstScrew = "OK" These calculations are in conformance w/ the 2006 IBC and the 2007 Californai Building Code. The loads were determined from the critical load combinations in Section 1605.3.1, specifically Equation 16-9 (H=O, F=O, T=0) and 16-12 (H=O, F=0) Post= 580 lbf TestSlab = "OK" TestPost = "OK" CASummaryCalcSingleSpanSlabLattice.xmc 2/22/2008 3:11 PM d z' G3 1 of 1 1 TABLE 7-5: WALL ATTACHMEtrTTS FOR SOLID COVER STRUCTURES -� 'r-ANC1 _-0/C `ANC2 ANC3 _ ANiC4 ATV, I ' n l r SP® LNFJ SNOW SPACWG _..0/C SPACING -- -SPACWG f EAR • 3F 1/CREN3 _WNID (MI}� AND TOAD CONCRETE M4SONI2Y FOR #10 x 2" (FT) lAG FER ' D(fIOSURE (-PSF) ANCHORS ANCHORS SMS SMMS -- ---- STUD @16" OIC SPACING C j 90iC i20" g" . 18' — '105iC �O' }20" 6" 21, S- i - �— i 1101 25- 20" :20" 6 V 21' --+f- 10' p 1 _ 1. 21 ch Clearspan on this art is the distance fom rthe w a6 to the first -o8 of coltlrrns. — ; 2 f 1 ` 2 Fbw ers Wedge Bolt 3/8" diameter and 2.5" embed; ICC ESR 167 ,�_--or equivalent— valent — -- 3 1/4 Lag screws must-have 2 IT of penetrat& into studs. ----. -- 4• -, ' • 4 is These lag screws must have an 1%8" lead hole. ' ; *-- 10 and 20psf ware live or snow bads.25-60 psf are sn adds. 1 j 0 i a 2"x2" LATTICE TUBES @ 4" OC LATTICE r I 1 EXISTING RESIDENCE i OD LEDGER OR STUD ALUMINUM RAFTER TWO #10 X 2" SMS 24" 0/C FOUR #8 SM SCREWS ALUMINUM O33 RAFTER HANGER ___i8 SMS .024"X2"X6.5" ALUM RAFTER 2 TWO #8 SMS HEADER 98 SMS # 14 S.M.S. 24" O/C TYPICAL. 0.024"X2"X6.t ALUM SIDEPLAT 0.024"x2"x6.5" vLJIVIY 1-P'111r-%IV1L 1 Utas.Project 2006 IBC 22 SIDEPLATES i I II I 'r 1 RAFTERS @ 24" OC Seal with permanent) flexible I y QUINT BUILDING & SgFE7Y I I 1 I I S / 2"x6" Ledger Board i APP PP R VE (optional if LAG SCREWS I I w/ 1"0 WASHERS. ore used o 2"x6.5" to attach hanging rail) I I EXISTING BY r a 4• Skid ... } j I EXTERIOR II II 1 We Coast Customs 3/8" Log Screw I . I NEW 3"x3" POSTS II { i I W/ 2"x6" SIDEPLATES I1, i EXISTING SLAB Completely seal 1 .n with permanently 3" POST ALUM BRACKET U o or 2'-5" ` 2'_5" �. SIX #14 SMS5" 4a a w 9,-7. 9 7 � �p O OVERHANG CENTER TOCENTER OF F' OSIS OVERHANG is SHEATHIN other non—structural covering (1" max. thick) Mu STUCCO ATTACHMENT DETAIL 108 WITH LEDGER BOARD i OD - LENGTH OF COVER 2'-5" 9'-7" 9'-7" CENTER TO CENTER OF POSTS REAR ELEVATION ' SCALE: 1/8"= 1'-0" 24'-0" j LENGTH OF LATTICE NEW 3"x3" POSTS lei l W/ 2"x6" SIDEPLATES PLAN SCALE: 1/8"= 1'-0" 0.024"X3"X3" ALUM POST •3. OD LEDGER OR STUD ALUMINUM RAFTER TWO #10 X 2" SMS 24" 0/C FOUR #8 SM SCREWS ALUMINUM O33 RAFTER HANGER ___i8 SMS .024"X2"X6.5" ALUM RAFTER 2 TWO #8 SMS HEADER 98 SMS # 14 S.M.S. 24" O/C TYPICAL. 0.024"X2"X6.t ALUM SIDEPLAT 10'-0" PROJECTION OF COVER OVERHANG TO CENTER OF POST 2"x2" LATTICE TUBES @4 -OC 0.024"x2"x6.5" RAFTERS @ 24" OC NEW 3"x3" POSTS (III W/ 2"x6" SIDEPLATES EXISTING SLAB REAR ELEVATION SCALE: 118"= 1'-0" LA 3" POST WITH vLJIVIY 1-P'111r-%IV1L 1 Utas.Project 2006 IBC 22 SIDEPLATES i ' I 'r 1 CITY i OF LA Seal with permanent) flexible I y QUINT BUILDING & SgFE7Y & waterproof sealant DEPT 2"x6" Ledger Board i APP PP R VE (optional if LAG SCREWS FOR fLC CON w/ 1"0 WASHERS. ore used o 2"x6.5" to attach hanging rail) DATE--____ BY r a 4• Skid ... } j -' We Coast Customs 3/8" Log Screw Z { i Completely seal 1 .n with permanently 3" POST ALUM BRACKET flexible & water- Prajecl Nome and Adam �. SIX #14 SMS5" proof sealant 3.SLAB I F— 3.25" min � Z � Ricks Residence Synthetic Stucco or SHEATHIN other non—structural covering (1" max. thick) Mu STUCCO ATTACHMENT DETAIL 108 WITH LEDGER BOARD i 10'-0" PROJECTION OF COVER OVERHANG TO CENTER OF POST 2"x2" LATTICE TUBES @4 -OC 0.024"x2"x6.5" RAFTERS @ 24" OC NEW 3"x3" POSTS (III W/ 2"x6" SIDEPLATES EXISTING SLAB REAR ELEVATION SCALE: 118"= 1'-0" Ces rved for Engineer Seal EI,Pu r of Retold Carl Putnam, P.E. 3441 Ivylink Place Lynchburg, Virginia corlputnom@comcast.net General Notes 1. Stracturol design per 2006 In —banal BuiI�rq Coda aM 2007 California Building Code. Popo toren as der,ed In IBC Append', I shall De usa0 any Ir racra Uomi, outdoor Iiring purposes and not as gmogn. storage rooms or habitable roams. 2. The root panel ehep here o ,inirrerm slope 0.25" per foot. 3. Th s Inla or and ,steer I" mot.W snob be ohrninum Conforming to the reoulreeaets tor 3105-1114 Islay lempr. Thicknen of the skin shoo be as ,hewn in the appropriate allowable epos table. 4. Panels shop be continuous in the drachm of span with m lraner!/es joints. No. Revision./Issue Dote BULL`DIN'G''PRODUCTS 1221 Lamar St., Suite 500 Houston, Texas (800) 231-4009 ' 14 SM SCREWS vLJIVIY 1-P'111r-%IV1L 1 Utas.Project 2006 IBC (8 PLCS) 3"x8" BEAM #14 SM SCREWS (8 PLCS) TYP SPACING WIND LOAD: 90 MPH LIVE if SNOW LOAD: 10 PSF EXPOSURE: B = 24" O/C. 0.024"X3"X3" -ING ALUM POST e 02-22-08 o 2"x6.5" 24 .. SIDEPLATE Ces rved for Engineer Seal EI,Pu r of Retold Carl Putnam, P.E. 3441 Ivylink Place Lynchburg, Virginia corlputnom@comcast.net General Notes 1. Stracturol design per 2006 In —banal BuiI�rq Coda aM 2007 California Building Code. Popo toren as der,ed In IBC Append', I shall De usa0 any Ir racra Uomi, outdoor Iiring purposes and not as gmogn. storage rooms or habitable roams. 2. The root panel ehep here o ,inirrerm slope 0.25" per foot. 3. Th s Inla or and ,steer I" mot.W snob be ohrninum Conforming to the reoulreeaets tor 3105-1114 Islay lempr. Thicknen of the skin shoo be as ,hewn in the appropriate allowable epos table. 4. Panels shop be continuous in the drachm of span with m lraner!/es joints. No. Revision./Issue Dote BULL`DIN'G''PRODUCTS 1221 Lamar St., Suite 500 Houston, Texas (800) 231-4009 ' to Cz vLJIVIY 1-P'111r-%IV1L 1 Utas.Project 2006 IBC C®�e Park Service Center J 6450 Caballero Blvd. WIND LOAD: 90 MPH LIVE if SNOW LOAD: 10 PSF EXPOSURE: B m i.' -ING N �• _ e 02-22-08 o NCE q i o� } Ces rved for Engineer Seal EI,Pu r of Retold Carl Putnam, P.E. 3441 Ivylink Place Lynchburg, Virginia corlputnom@comcast.net General Notes 1. Stracturol design per 2006 In —banal BuiI�rq Coda aM 2007 California Building Code. Popo toren as der,ed In IBC Append', I shall De usa0 any Ir racra Uomi, outdoor Iiring purposes and not as gmogn. storage rooms or habitable roams. 2. The root panel ehep here o ,inirrerm slope 0.25" per foot. 3. Th s Inla or and ,steer I" mot.W snob be ohrninum Conforming to the reoulreeaets tor 3105-1114 Islay lempr. Thicknen of the skin shoo be as ,hewn in the appropriate allowable epos table. 4. Panels shop be continuous in the drachm of span with m lraner!/es joints. No. Revision./Issue Dote BULL`DIN'G''PRODUCTS 1221 Lamar St., Suite 500 Houston, Texas (800) 231-4009 ' Local Sok—C-1.Buena vLJIVIY 1-P'111r-%IV1L 1 Utas.Project 2006 IBC Park Service Center N. 6450 Caballero Blvd. WIND LOAD: 90 MPH LIVE if SNOW LOAD: 10 PSF EXPOSURE: B i.' Buena Pork, CA 90620 N �• _ e 02-22-08 sal. NOTED 800-457-9959 i Nome and Ad&m } -' We Coast Customs 786 Pinefolls Ave. Walnut, CA 3 3" POST ALUM BRACKET Prajecl Nome and Adam �. SIX #14 SMS5" U 3.SLAB � oRFOOTING Ricks Residence a 51095" Ave. Herrera La. Ouinto, CA 92253 OD - 1 1-1CPIr-rAl AA �AIIACTC�Gr. � vLJIVIY 1-P'111r-%IV1L 1 Utas.Project 2006 IBC Sheet N. 35 3/8"x2"EMBEDMENT STAINLESS STEEL HILTI KWIK BOLT TZ (ICC ER -1917) POST ATTACHMENT DETAIL TO SLAB OR FOOTING WIND LOAD: 90 MPH LIVE if SNOW LOAD: 10 PSF EXPOSURE: B N �• _ e 02-22-08 sal. NOTED LATTICE TUBES NOT REQUIRED W/ 2'X3.5' OR 31X3' RAFTERS ALUMINUM RAFTER HEADER /- POST ZV a ' POST CDNNECTMN e.• z - :�ti : DETAIL LA36 ra+ rA >a zxry :esus v.a •1 tt t�,•A -. ,�•. �..� .•- � 3.5'.CONCRETE .•�• ,y', •} ti SLAB REOUIREO FOR • • J ' sf \2V CONSTRAINED FOOTINGS a ' 0 FREESTANDING LATTICE COVER 0.042':3X8' ALUMINUM BEAM 14 OR 16 GA By 3'(B' STEEL C -BEAM DOUBLE 0.032-12-X6.5' ALULONUM BEAM PROJECTION DOUBLE 0.042'X3'XB' ALUMINUM BEAM LEARSPAN LATTICE TUBES NOT / REQUIRED W/ 2'X3.5' OR 3'X3' RAFTERS w �� FREESTANDING MULTISPAN LATTICE COVER ALL HEADERS MAY OVERHANG 25% OF POST SPACING t ALL RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN POST CONNECTION 'r SURFACE MOUNT OR EMBEDDED POST I' • : - 3.5- CONCRETE SLAB REQUIRED ' FOR CONSTRAINED © FOOTINGS - By ATTACHED LATTICE COVER 0.MAXIMUM HEIGHT FOR PATIO COVERS IS 121. 14 ORX3•:e' ALUMINUM BEAM MAXIMUM HEIGHT FOR COMMERCIAL COVERS DOUBLE E 0.032'%216 CJs BY 3' 16..55'- STEEL C -BEAM ALUMINUM BEAM AND CARPORTS IS 181. DO DOUBLE 0.042"X3X8' ALUMINUM BEAM TRIBUTARY WIDTH TRIBUTARY WIDTH f- �� HANG ... -- I TABLE6.2 �TRIBLTfARYMOTHS FOR SINGLE SPAN ATTACHED STRUCTURES --T-- 1-- `I PROJCM70FSINGLE SPAN STLICTURES(Flj IFD 0' 8 j 4' I 9' 4.5' 10' j 5' 5.5 13' 14' 1 S 15 17' i 18' I 19' i 20' 21' 22' C10 PLCS) -- 91 •110 0.032 7.5' 1 f 8'_10' 110.5' 11' mph _. 0.042'713'x8" _ " T ' 10' 14' a0 10.5T 11' ': 11.5 2' S' 5.5' 8' I ti.5' T 11 7.6 V 8.5' -- . _....._..- 9 ' i 8.5 [ 10 110.5' ; 17 71.5' 12 _..3_.._ 4' i 16.5 . ... ! 8' 8.5' g . 'r---- _.._..... . _ 9.S 10' 110.5 11' 11.5_ 12' i 125' 7.5 8' ! 8.5' 9 12' 12.5 i 13' 5 6.5' T 7.S ( 8' j 8.5 i 8' 9.5 10' 10.5 '. ; 11' 1 11.5 12 ' 72.5 ' 13' j 13.5' T 7.5' _ S- .._8_5_...1. g i 9.5- 10 10.5' IV '' 11.5 j 12' j 12_5_: 13' 1 13.5' i 14' 9.5 10' 10.5 ' 11' i 11.5 12' ' 125 i 13' X13.5' 14' ! 14.5 I 8' - - 8 -- --;- 8.5 9 9.5 110' i 10.5 11' 11.51 _ _ 17 12513' +13.5'1 14' (14.5; 15 _., i 9.5 10 110.5 11' 11.5' ; 1Y' 12.5 13' + 13 ' ! 4' 1 14 S ' 16 15.5' 9.5' I 10' 10.5 11' i 1.5 i 12 125 .1. 13' 13.5 j 14' R 14.5 15 y 15.5 I 15 0024•X3•%3• SQUARE POST a 14 SX.S. 24' O/C TYPICAL. 0D24•X2•X6.5' ALUM SIDEPLATE 3' POST WITH SIDEPLATES LA 3 MAX 3'.3' �� ~14 SCREWS 8 PLCS) SIZE d=24• AND 90 MPH SLAB LA 4 014 SM SCREWS ALUMINUM (8 PLCS) 'H' BRACKET 614 SM SCREWS (16 PLCS) 3•4BE-014 SM SCREWS MAX FOOTING SIZE(8 PLCS) IS d=31' AND 90TYP SPACING MPH SLAB24. O/C 3'x;AX FOOTING 3'X3' POST IS d=28' 2' X 6 1/2• 1DE PLATE A -L LA LA 3/8' BOLTS ASTM A307 W/ 0.5' S STEEL WASHERS !R DOUBLE 3'X8' 2 6- 1• HEADER MAX FOOTING SIZE d=31' ®O /14X1/2' SMS 4 EACH SIDE 4 POST DOUBLE OR SINGLE 3'X8' STEEL C BEAM. B13LT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT LA 98 SMS 27 ALUM RAFTER LATTICE TUBE "_TWO 98 SMS HEADER SEE TABLE BELOW FOR NUMBER AND SIZE OF SCREWS. ALL STEEL C BEAMS USE TWO 014 SDS ._Wtiid........:.... ....... LA _ 22 ALUMINUM 0.042-X3X8 Up to 90 mph ..... .._.._ 014 SCREWS Double 276 0.042"X3'78" ._._....... Doub{e 3X8 C10 PLCS) -- MAX 3'.3' �� ~14 SCREWS 8 PLCS) SIZE d=24• AND 90 MPH SLAB LA 4 014 SM SCREWS ALUMINUM (8 PLCS) 'H' BRACKET 614 SM SCREWS (16 PLCS) 3•4BE-014 SM SCREWS MAX FOOTING SIZE(8 PLCS) IS d=31' AND 90TYP SPACING MPH SLAB24. O/C 3'x;AX FOOTING 3'X3' POST IS d=28' 2' X 6 1/2• 1DE PLATE A -L LA LA 3/8' BOLTS ASTM A307 W/ 0.5' S STEEL WASHERS !R DOUBLE 3'X8' 2 6- 1• HEADER MAX FOOTING SIZE d=31' ®O /14X1/2' SMS 4 EACH SIDE 4 POST DOUBLE OR SINGLE 3'X8' STEEL C BEAM. B13LT LAYOUT FOR SPLICED AND NON -SPLICE ATTACHMENT LA 98 SMS 27 ALUM RAFTER LATTICE TUBE "_TWO 98 SMS HEADER SEE TABLE BELOW FOR NUMBER AND SIZE OF SCREWS. ALL STEEL C BEAMS USE TWO 014 SDS ._Wtiid........:.... ....... No. of 1;b1 Screws f ._2 ! 0 _4_;..fi... Speed :i t(In)lieadar Date 11/13/2007 Allowabla TrIbVYldth Up to 90 mph ..... .._.._ 0.032 0.042 ._..__ 0.042 Double 276 0.042"X3'78" ._._....... Doub{e 3X8 11 I IW : an 1 a0 10' ' 16' i all : all ........ ...... :. .._.1.. ._ a8 all i all all 91 •110 0.032 Double 276 10' 116' ; all j all mph 0.042 0.042'713'x8" _ " T ' 10' 14' a0 0.042 Doubts 3x9 14' ; all all I an G LEDGER AND WALL ATTACHMENT USE FOUR -5 FOR FOOTINGS UP TO d-46• z8 140/4' SHEET METAL FU OR SELF DRILLING SCREWS ip s• SEE TABLE FOR QUANTITY rr LC STEELgfP4sMsmSos u68 EADER "i"" 4 ' '! "e . 10 C+ Cubic F a r Sixa A V�4.0 C �•,� 25 i 29 Y7 3a t! ALUM BRACKET F13R 3' 3L SQUARE POSTS (6063T6) OR CIVIV HEAVY DUTY BRACKET FOR 3X3CLOVERLEAF POSTS STEEL (Fy - 36 ksl STEEL) POST TWO 3/8' BOLTS OR EIGHT 914 SMS D 2M__1" -Z-X15' OR DEC 19 2002 3'X3' ALUM RAFTER --7ATTICE HEADER 10 OR 914 SMS LA k&� WITH PERMANENTLY FLEXIBLE Carl Putnam, P. E. 31 ERPROOF SEALANT 3441 IVYLINK PLACE •x6• LEDGER BOARD LYNCHBURG, VA 24503 2' x 4'OPTIONAL FOR LATTICE CARLPUTNAM@COMCAST.NET STUD ATIO COVERS, IF LAG I CREWS USE 1' WASHERS TO TTACH RAFTER BRACKETS) 3.5• MIN 3/8' LAC SCREW ICOMPLETELY SEK WITH &PERMANENTLY FLEXIBLE WATERPROOF SEALANT r 3.25• 1' MIN MIN SYNTHETIC STUCCO OR OTHER SHEATHING NON-STRUCTURAL COVERING (1- MAX. MAX DISTANCE TO FIRST THICK) ROW OF POSTS IS 15' STUCCO ATTACHMENT DETAIL Grown BY LA 30 Check 8y SEE TABLE 7.5 Date 11/13/2007 Filename LATTICE QUICK REF.DWG FOR FASTENER page 0 1 OF 3 SPACING ATTACH PER DETAIL LA33 STUD, CONCRETE OR MASONRY ALUM WALL RAFTER 1/4- LAG SCREW n G LEDGER AND WALL ATTACHMENT USE FOUR -5 FOR FOOTINGS UP TO d-46• z8 140/4' SHEET METAL FU OR SELF DRILLING SCREWS ip s• SEE TABLE FOR QUANTITY rr LC STEELgfP4sMsmSos u68 EADER "i"" 4 ' '! "e . 10 C+ Cubic F a r Sixa A V�4.0 C �•,� 25 i 29 Y7 3a t! ALUM BRACKET F13R 3' 3L SQUARE POSTS (6063T6) OR CIVIV HEAVY DUTY BRACKET FOR 3X3CLOVERLEAF POSTS STEEL (Fy - 36 ksl STEEL) POST TWO 3/8' BOLTS OR EIGHT 914 SMS D 2M__1" -Z-X15' OR DEC 19 2002 3'X3' ALUM RAFTER --7ATTICE HEADER 10 OR 914 SMS LA k&� WITH PERMANENTLY FLEXIBLE Carl Putnam, P. E. 31 ERPROOF SEALANT 3441 IVYLINK PLACE •x6• LEDGER BOARD LYNCHBURG, VA 24503 2' x 4'OPTIONAL FOR LATTICE CARLPUTNAM@COMCAST.NET STUD ATIO COVERS, IF LAG I CREWS USE 1' WASHERS TO TTACH RAFTER BRACKETS) 3.5• MIN 3/8' LAC SCREW ICOMPLETELY SEK WITH &PERMANENTLY FLEXIBLE WATERPROOF SEALANT r 3.25• 1' MIN MIN SYNTHETIC STUCCO OR OTHER SHEATHING NON-STRUCTURAL COVERING (1- MAX. MAX DISTANCE TO FIRST THICK) ROW OF POSTS IS 15' STUCCO ATTACHMENT DETAIL Grown BY CMP Check 8y CMP Date 11/13/2007 Filename LATTICE QUICK REF.DWG Scale NT$ page 0 1 OF 3 WITH LEDGER BOARD 000 V LA EXISTING WOOD FRAMING MIN. 32 2'x-, 24' O.C., D.F. LARCH. SIMPSON A34 ANCHOR EACH RAFTER OR TRUSS CONTINUOUS 2'x FASCIA BOARD ATTACHED RAFTER Ground Snow Load EAVE OVERHANG---] POST Solid C o%er Ground Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L - Solid C o%er MAX. FOR 10 PSF TWO #10x2" ' EAVEOVERHANG SCREWS FOR 19' CLEARSPANS qq�M FOR 20 PSE: TWO jI0x2' I kORJZ I 1B• DIAMETERSLM THREE #104' FOR 14' MIN UP to 10 psf 2x4 17.09 ! 9.69 5.48 254 0- Up to 90 MPH 2X6 34.35 28,40 19.48- 13.72 .24 I 9.53 EXP B 2x8 48.05 46.19 39.74 29.90 22.99 Up to 10 psf 2K4 14.03 8.52 5.48 254 0.24 Up to 90 MPH 26 28.23 23.24 16.56 1234 9.37 p Zii­ 3-9.*22 38.223250 24 14!-4' :.... 25.10 20.00 11 - 20 psf 2x4 8.55 4.84 274 1.27 0.12 1 91 - 110 MPH 2(6 17.18 .20 9.74 6.86 4.77 Exp C 2X8 24.15 FOOTER 7.5 SPACING '1 1-.5'0' (CA Q3,/ COD LEDGER OR STUD POWERS __--ALUMINUM RAFTER: MAX. FOR 10 PSF TWO #10x2" ' W SCREWS FOR 19' CLEARSPANS qq�M FOR 20 PSE: TWO jI0x2' I kORJZ I SCREWS FOR IV CLEARSPANS DIAMETERSLM THREE #104' FOR 14' MIN CLEARSPAN � r - -FCIIJR 48 SM SCREWS HANGER (LA LA \, �4 1 \, 35 3, ONE BOLT DIAP F-- 01 LA ATTACHED SINGLE 36 STEEL POST SPAN FOOTING 12' CI Two .3/8, STEEL RODS (KLtIAX) ----I OR BOLTS NEAR BOTTOM OF POST FREESTANDING OR ATTACHED FOOTING LATTICE20POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUI Exposure C 0.04TX3'x8" 0-O42'x3'x8- 0.042"x3'xd" Box Beam (Detail LAID4) ij Double 0.042x2l": Rafter Rafter TABLE 2-1 Ground FRall.e, SINGLE SPAN) (MULTISPAN) Exposure C 3"x3" Rafter @61,0/C 2"x3.5' Rafter @4' OIC Attached Freestanding or;' Attac S;C. S (Mph; (SINGLE AND (SINGLE AND Snow Load Spacing Wind 71ISPAN) MULTISPAhn Structure Multisplan Units' Struc 'JTR�) Wind Speed (mph) Ground Atumlnurr MUL ' STEEL OR UM "L' ANGLE UALUM BRACKET 3' POST GALVANIZED r POWERS WEDGE TWO 3/Ir BMTS 3.5' CONCRETE SLAB BOLTS ICC ESR-1678 OR EIGHT 114 SMS -CIR FOOTING 13R EOUIIIALENT REQUIRED FASTENING SPECS FOR SURFACE MOUNT (in) 36* POWERS EMBED MAX. #OF 318- W WEDGE qq�M FOOTING I kORJZ I • DIAMETERSLM . MIN BOLTS r We' 4zr d=?6" 2.. MAX POST 112ir ...... .. ii . Ttig-10.1W'x3"x3" Square iii.; 4;''I - iiz; 33. 1 T41 3/8' GALVANIZED POWERS WEDGE BOLT W/ 2.5' EMBEDMENT CICO ESR -1678) OR EQUIVALENT MAX FOOTING SIZE d- 26- 3.5' EMBED ALLOWS cl=31' POST ATTACHMENT DETAIL TO SLAB OR FOOTING SINGLE SPAN ATTACHED UNITS I Double 0.032"x2"x6.5' (Deta.11 LA25) or Attached Freestanding or is" - - ­ ­ '* S­i­ru-ctu-re­ -MU­1tispa--n-U-n`it-s--11­ (-f) Up to 10 (in) 36* Uptogo; 91-110 Up go: 91-110 Snow ...Gulge k -Wind .Speed L(m.p.h.). . VOW Speed (Mph) .-T SNOW WOTH .1MX POST SPACINGS POST FOR VAX _- POST sPAaNG MIN 12' MAX POST LENGTH cONsTF;AvJE)F00TER MAX P6iii MIN D WX POS LENGTH 12" MAX POST Nil ...... MkX POST LENGTH 's" F Ttig-10.1W'x3"x3" Square 17 6-1 1�: !3'-4- 1 T41 (Psf) 7 Up to 90 91-1 10 Uptoso 91-110 LOAD 2 T6w- ers Wedge Bolt 3f8- diameter and 2.5" embed: ICC ESR 1678 or equivalent 3 1f4' Lag screw s must have 2 1/4" of penetration into �ThWie lag screws must have an 1/8" lead hole.J­­-L- F 10 and 20 psf are live or snow bads, 25.60 psf are snow -baTi- POST B 23 24 6 28 9-7' t 24 25 6 1 WE 6.5 LIVE 30' 20 211. 1 24 14!-4' 15,-0. to io 0.024' 11-13" -W 16-8" 16.8 (PSF) 9 , -a" ,A A 20 20 �Fr) 24 13'-T c 'd' SPACING POST .. 23 Oc)NSTRkNm FOOTER 7.5 SPACING POST ­­ CONSTRAINEDF007ER 3 iz- 11 C 24 24 25 27 8 A 20 21 ............ 24 6 v i -s- A A 20 22 23 12'-4' ............... 24 24 25 TYPE Cr 24 (Fr) TYPE T -V dl... Cr 20 (FT) TYPE 23 "d! 17 2-6 20 IT -2' 17%21" LIVE 0 032' 16-7 151-31 172 _I oll IT- 0" 17 17 (FT) 20 V-91 C 20 in) I (in) I fm).... in) 22 23 (in) (in) I (in) is 20 .- (in) (in) (m' (in) 9-5' 20' 19 7 0.04(r IV -6' 161-6* '19-4- 19-4* LP to 10 LIVE LIP to SO MPH B(POSURE 8 V-5'-. A �A� 1 15 17 19 - 20 -io­ 81-10, C 11-20 36" iv ily A 0.024 '0.03-2 7-11, r-111 ill -O' -0 ia-s* 10,-T -2" -2' IV 14! 6 6.5 11-4" IV -51 A A 8' A 18 is 20 20 22 22 23 23 is 14'4" B Is 22 22 23 . .. 22 25 . .. .. 25 . ?� P. -7• A is . .. B . 2? 24 _20 19 24* 14',-10'- 4-1 G' 4-9' A W-3" 13'-V 1 16-4' 164' 17 7 9-81 A T-1 I" A 19 20 21 23 13* -r C 22 22 _ 20 26 91-0' A 19 20 22 23 19 10 20 vxa-�, 16-3, 12!-T_,l ir is TABLE 1-5 T'ABLE'T 9 3-1111 A 3,-7" -- -- 7-5 9-1- A A 7'-5' A A 19 19 Is is 21 21 22 'ii iz -11, 12' -e C C 22 23 22 23 24 24 24 26 25 25 -61 .8l -l" 74r A A A 19 19 19 20 20 19 22 22 21 23 23 22 23 -2,3, 23 24 12.4" C: 28 TABLE 3.4 :Post Requirements for Freestanding Structures Post Description Max Maximum POST Height - 'Steel 0.043"x3"x3' Lockseam 12' c1=1 27' 1 F Steel O.188`*xT'x3" Square 15- c1=1 37" 1 G Steel 0.1188"x4"x4' Square IV d=1 44' 1 H k TABLE 3.3 Post Requirements for Attached Structures Post Description Max PO Hgt Alum Twin 0.032"xl-5"X1.5" Scroll 8' A Alum Twin 0.062"x 1. 5x 1.5 Scroll 12' --§N-OW Alum 0.024"x3"x3"w/ Sideplates; 12' A Alum 0.032W x3" Lockseam 127 B Alum 0.040WW" Lockseam 12' C Alum 0.055W"x3" Fluted 12' D Alum 0.120W"x3" Square 12' E_ Steel 0.043"x3"x3' Lockseam 12' F Ttig-10.1W'x3"x3" Square 15' G_ Steel 0.188"x4"x4" Square 18, H_ TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER STRUCTURES VVIND SPEED LiVFJ ANC 1 ANC 2 ANC 3 ANC 4 O/C O/C O/C CLEAR- # F 1/4" --S'P-ACM --S-PACNG -§P-AN _DFG SCREWS --§N-OW ­SVAa4G- (MPH) AND LOAD CONCRETE MASONRY FOR #10 x 2" (FT) PER STUD @116- -A-N-645-R-S EXPOSURE (PSF) ANCHORS' -§MS -SCREWS -- O/C SpACjNG 901C 10 20"i 120" 8. 18, 21 22 Lip toeul 2 1051C 20 A­--a7---,O" 120" 6- A 18 18 7 110;C25 8* -10' 20'1 I - - - -7' 10, 20- 16 1 21' 2 1 Clearspan on this chart is the distance from the w all to the first row of colors. 2 T6w- ers Wedge Bolt 3f8- diameter and 2.5" embed: ICC ESR 1678 or equivalent 3 1f4' Lag screw s must have 2 1/4" of penetration into �ThWie lag screws must have an 1/8" lead hole.J­­-L- F 10 and 20 psf are live or snow bads, 25.60 psf are snow -baTi- Revisions ®R C= co COO= D 10 cod= 0 .000V cr CL 1z CV 4h vo=� - 0 E C DEC 19 2007 Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET J r-Dro- By 9 j 7±: A A 5'-3' 19 is 20 22' 11-3* C 23 23 23 25 71-(r A 19 is 21 21 22 Lip toeul 9i C ;5-F- A­--a7---,O" A 18 18 20 21 8* -10' UP to 10 A 21 23 24 5,:2' B 23 24 6 28 9-7' t 24 25 6 1 WE 6.5 10-5' A 20 211. 23 24 14!-4' E� 24 24 26 27 a, -(r A 20 2f 23 24 23 7 9 , -a" ,A A 20 20 22 24 13'-T c 24 24 26 .. 27 .8 A 20 21- .. 23 . 24 4!-.3. 7.5 IV -1. A A 20 20 22' 3 iz- 11 C 24 24 25 27 8 A 20 21 23 24 6 v i -s- A A 20 22 23 12'-4' C 24 24 25 26 V-8' A 21 .21' 22 24 18 9 T -V A V-5" A 20 20 23 22 23 17 2-6 20 21 21 21 22 23 A UPtO-SOMPH IDGMURES A 17 17 19 20 V-91 C 20 20 22 23 4l-1* .... .. is is 20 .- 20 21 9-5' C 19 4 20 21 LIVE --.6.5 V-5'-. A �A� A 15 17 19 - 20 -io­ 81-10, C 19 20 22 23 A 16 18 29 21 7 .6-11 A W-6" A 15 17 19 A 8-5" -C 19 23 22.* 23 14'-4" B 16 18 _20 19 20 9, tr 7.5 4-9' A W-3" A 16 17 9 0 r-10- C 19 20 21 23 752�. 4.9- a 16 T 1 * . 19 _ 20 28 8 16 17 --1 " 8 1 ' 9 7' 5' c 19 10 7.5 8 16 ir is 20 23 9 3-1111 A 3,-7" A' 16 18 ' 19 61-91 C 19 19 21 221 4'-7* 8 16 17 18 19 UMoSOMPH EICMSUREC A -r-51 T. -I., - A "-,A-- 23 23 -2,3, 23 24 12.4" C: 28 28 Revisions ®R C= co COO= D 10 cod= 0 .000V cr CL 1z CV 4h vo=� - 0 E C DEC 19 2007 Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET J r-Dro- By CMP 6 1 A 5'-3' A 16 Is 20 22 _9'-5- C 20 21 23 25 5, -Er A 17 is 21 22 LIVE 6.5 ;5-F- A­--a7---,O" A 18 18 20 21 8* -10' C 20 21 23 23 24 T-5' A 17 19 21 51-1- A V-6- A 17 is 20 21 C 20 21 23 24 5- 1' 17 18 20 21 7,5 4'-9* A. 4!-.3. A. 17 is 19 21 T-101 C L 20 20 22 22 2 6 17 18 20 21 8 4'-0" A 17 18 19 20 T-5. C 20 20. 22 23 17 Is 20 21 r 3'-111' A T -T' A 17 17 19 20 V-91 C 20 20 22 23 4l-1* 8 17 is is 20 .- 91-11OMPH IEXPOSUREC Up to 10 A 3 24 25 !L2" 27 27 28 29 -7, 3 26 27 LIVE 6.5_ 10'-5' A 8-5" A 23 23 24 25 14'-4" B 27 27 28 9, tr A 23 23 25 27 7- SW- A. ....A ..".2.3. 23 ... 2-4 2 L23 13'-7' C 27 27 27 28 81-61 A 23 23 25 26 7.5 A A 23 23 23 24 12'-11" c 27 27 27 W-11' A A -r-51 T. -I., - A "-,A-- 23 23 -2,3, 23 24 12.4" C: 28 28 28 _28 28 74r A 2"3' 24 23 24 25 25 26 26 -9 23 11'-3' C 28 28 28 28 T-0` A 24 24 24 25 91-11OMPH EKPOSUREC 6- A -3" A 19 20 21 22 91-5* 23 23 25 26 51-9* A is 2f 23 24 LIVE 6.5 6-5.- A 4' -IV' A 19 2 2 21 22 81-10' C 23 23 24 25 51-51 A 2 21 23 24 7 51-1" A A 19 20 21 F20 22 .....c 23 23 24 25 51-11 A 20 20 22 23 A 4'-3- A Is 19 21 21 T-10" C 23 23 24 i5 E�24 4-9' 20 20 22 23 4l-5' A A 19 719 20 21 c 23 24 4'-6' 20 20 22 23 9 A 21 (r-91 C 23 23 23 d' -I' B 20 20 21 22 Revisions ®R C= co COO= D 10 cod= 0 .000V cr CL 1z CV 4h vo=� - 0 E C DEC 19 2007 Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET J r-Dro- By CMP Check By CMP Date 11/13/2007 rilerl=e LATTICE QUICK REF DW]G Scale NTS - Page J 1 . k1k. 2 OF 3 3 LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING STEEL. HEADERS - CMP Check By � 14 Ga (0.075") 3x8 SteeI C Beam (LA06) 16 Ga (0.060") 3x8 Steel C Beam (LAO 6) Double 14 Ga 3x8 Steel C Beam (LA26) ------ , �_ I T_A_ 13LE 2.5 - _ Attached Freestanding or Attached Freestanding or Attached Freestanding or Rafter SINGLE SPAN i Structure Multispan Units _ _ _ _ _ Structure Muitispan Units Structure Multispan Units GROUND;; TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH -�,,TIOW -- WIDTH -POST REQ D POST- MW '`_ 8' 12 18'- - -POST - MIN - -- -- 8' _ L 12' 18'- MW ' • _ ' r 12 C 18' LOAD_ (FT) SPAgNG FOR S_PAgNG rOST GONSTRAINEDFOO SPACING POST "' CONSTRAINIDFOO - -POST _ --g SPACING POST " ' CONSTRAINEDF00 _ (PSF) _. ON SLAB SLAB - (FT) TYPE 'd" "d" "d" 'd" (FT) - TYPE "d" Cr' d° 'd' - ( TYPE -- -- _d• --- •d - "d• "e• 17-4' 15'4" 16-4 9_-4"- 8'-11" 81_11" 15'-10' _ ...........__... 15'-7' _ 13'-W 13'-0" 18'-5" 1T-2" 1T-2" 16" 13'-1' 10=11' I(Y-4 10'-4" Up to 90 MPH EXPOSURE B 17'-7" - ... - ...__._..._...... 14'-11" 14'-11" _................. 19'-10" - 19'-10" _...-...... 12" 15-0' 13'-1" 1Z-5- 12'5' 19'x" Up to 10 6 _.._..�� �� ....._ A 24'S" D 26 26 - 28 31 22'-8" D 25 25 27 30 30'-7" D 28 28 30 32 _ LNE- 6.5 10'-5' A 24'-0" D 26 26 28 31 22'-1" 0 26 26 27 30 29'-9' E 28 28 29 32 7 9'-8" A 23 S" D 27 27 28 30 21'-6• D 26 26 27 30 29'-1' E 29 29 29 32 _ - - 75 E 29 29 29 91-11, A 27-11 D 27 27 28 30 21'-1" D 26 26 27 30 28'-5' 32 8 8'-6" A 22'-5" D 28 28 28 30 20'-7" D Z7 27 27 30 2T-9" E 30 30 30 32 9 7'-6" A 21'-6" E 28 28 28 30 19'-7" D 27 27 27 29 26-9" E 30 30 30 31 i Up to 90 MPH EXPOSURE C' Up to 10 6 11'.1' - A 24'S" D 28 _ 28 28 29 29 _32 32 . 22'-8"_ 22'-1" D D 27 - Z7 27 27 29 29 32 31 28'-W 2T-11" D D 29 29 29 29 3_0 30 34 33 _ LIVE- -6.5 10'-5" _A _ 24'-0" D -28 23'-5" D 29 29 29 _ . 32-. 21'-6" D 28 28 28 31 2TS" E 30 30 30 33 22'-11" D 29 29 29 32 21'-1" 0 28 28 28 31 26-7" _ E 30 30 30 33 8 8'-6" A 22'-5" D 29 29 29 32 20'-7" 0 29 29 29 31 26-1 .E 31 31 31 33 9 7'-6" A 21'-0" E 30 30 30 31 19'-7" D 29 29 29 31 26-0' E _ 32 _ 32 32 32 - Up to 90 MPH EXPOSURE S i t 11-20 6 5'-11" A 19'-7"' EL25 24 Zl 29 17-5' E 23 23 26 28 24' 8' E 26 26 28 31 LIVE 6.5 5°-5" A 19'-1" E 24 26 29 16-9" - ...... E .--......._......----. 23 23 26 28 24'-0" E -2'i- - 26 ...._- 28 31 7 5'-1" A 18'-6" E 25 26 29 16'-1" E _ _ 24 24 ..---.._.-.. 25 28 23-5" E 27 27 ..__..... 28 30 _7:5 _4"T ._..._. A 1T-10" E 25 26 29 15'-6" E 24 24 25 28 22=11" E 27 27 28 30 4'-5" A 1T-3" E 25 26 28 14'-11" E 24 24 25 27 27S" F 28 ... _........._ 28 28 30 9 T-11' A 164" E 26 26 26 28 13'-10" E 24 24 24 27 21'-6" F 28 28 28 30 Up to 90 MPH EXPOSURE C 11-20 6 5'-11' A 19'-7" E 26 26 28 31 1T-5" ....._.... _. E 25 25 27 30 24!-S" E 28 28 29 32 LIVE -6.5 5'-5" A 19'-1" E 26 26 28 30 16-9" E 25 25 27 29 24'-0" E 28 28 -Z9 - 32 7 5'-1."... . 1.. 6" E 26 26 27...... _ 30 16'-1" E 25 25 27 29 23'-5' E 29 29 29 32 - - - 7.5 4°-9" _ A E 27 27 27 30 15'-6" E 25 25 26 29 22'-11" E 29 29 29 32 8 4'-5" A -1T-10" 1T3" .. - E 27 27 27 30 E 26 26 26 29 n-5- F 29 29 29 32 9 3'-11" A 16-4" E 27 27 27 29 13'-10" E 26 26 26 28 21'-6` F 30 30 30 31 91 - 110 MPH EXPOSURE C Up to 10 6 11'-4' A _23'-7" - D -31 31 32 21'-8" 0 30 30 35 25'-1" D 32 32 32 36 6.5 -32 32 _35 35 21'-1' D 31 31 _31_ 31 34 24'-5'- D 32 - LIVE - 10'-5" A 23'-0" D 32 32 - - 32- 35 �.._ 9_"8"".... _. A . _ - _.22'5'_ - D -. 32 .. -- 32 -----._. 32 35 ZO'-7" _ D 31 31 31 34 23'-10" D 33 33 33 35 7.5 9'-1" A 21'-11' D 33 33 33 35 20'-2" D 32 32 32 34 23'3' D 33 33 --- 33 --- . . 35 _...._. _.._.. 8 -- W-6" - A 21'5.1 _ _-- D - 33 -- . 33 33 _. 34 -- 19'-8" - D 32 --- 32 32_ 22-9" 0 34 34 34_ 35 _34 33 _ 21'-11" 9 T-6" A 20'-7" D 34 34 34 34 18'-11" D 33 33 33 E 35 35 35 35 91 -110 MPH EXPOSURE C' 11-20 6 5'-11" - A - 15-7" E 29 30 29 31 30 34 33 1T-5" E- 28 28 30 33 24'-8" E 31 31 32 36 LIVE 6_5 _ 5'-5" A 19'-1" E 30 16'-9" E 28 28 29 32 24'-0° E 32 32 32 35 _ 7 - 5'-1" A 18'-6" E 30 30 30 33 16'-1" E 29 29_ 29 32 23'-5" E 33 33 35 - - - 7.5 - 4'-9" A -1T-10"_ E 30 30 30 33 15'-6" E 29 29 29 32 27-11' _ E 33 _33 33 33 35 4'-5" - - A -- E 31 - 31 31 -- 33 14'-11" ---- E 29 - 29 29 32 22'S" F 34 34 34 35 --.. B _ - 1T -3" -17--......-. 9 T-11" A 16'-4" E 31 31 31 32 13'-10" E 30 -- 30 -- -- 30 --- 31 ..... ----- 21'-6" _-.. F -- 34 -- - 34 1 -- 34 1 34 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES CMP Check By I Exposure C 0.024"x2"x6.5 0.024"x2"x6.5" 0.03z'x2'x6.5" 0.032"x2"x6.5" 0.040"xZ"x6.5" 0.040"x2"x6.5" OF 3 Rafter SINGLE SPAN Rafter (MULTISPAN) Rafter (SINGLE SPAN) Rafter (MULTISPAN) Rafter SINGLE SPAN) Rafter (MULTiSPAN Ground Rafter Wind Speed (mph) Wind Speed (mph) Wind Speed (mph) Wind Speed (mph) Wind Speed (mph) Wind Speed (mph Snow Load Spacing (psf) (in) Up to 901 91-110 Up to 901 91-110 Up to 90. 91-110 Up to 9of 91-110 Up to 901 91-110 Up to 906 91-110 Up to 10 24" 10' 6" 8'-2" T-10" T-10" 14'-6" 1"" 11'-7" 11'-T' 17'-4" 17-4' 15'4" 16-4 9_-4"- 8'-11" 81_11" 15'-10' _ ...........__... 15'-7' _ 13'-W 13'-0" 18'-5" 1T-2" 1T-2" 16" 13'-1' 10=11' I(Y-4 10'-4" 1T -T' 17'-7" - ... - ...__._..._...... 14'-11" 14'-11" _................. 19'-10" - 19'-10" _...-...... 12" 15-0' 13'-1" 1Z-5- 12'5' 19'x" 19'+3" 17'-T' 1T-7" 21'-10" 21'-10" 21'-10" 21'-10" 11-20 24" 5'�" _5.4" 4'-8" _ 4'-8"_ 9-4" _9-4- 7'-Z' T-2" 13'-1" 13'-1' 9'-10" _- LNE 20" Ste" 5'�" 11'-z' 11'-2" 8'-Z" 9-2" 14'3" 14'3" _9'-10" 11'-1" - - 12'-7"- -9'-7" 15'-9" 15'-9" 12'-10" _11'-1" 12" 10'-0" 10'3' T-10' T-10" 14'-6" 14'-06' 11'-T _9'-7" 11'-7" IT -4" 1r-4* 16-4, 15'x" TABLE 1.1 TABLE 1.7 TABLE 1.2 TABLE 1.8 TABLE 1.3 TABLE 1.9 General Notes 1. Structural design per 2006 International Building Code and the 2007 California 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 steel. Concrete anchor shall be Installed in accordance with ICC ESR -1678 or equivalent. 3. Concrete shall have a compressive strength, f'c, of 2500 psi at 28 days. Minimum slab thickness is 3.5'. No post shall be pieced within 2'-6' of a crack or 4' of an edge or expansion ,joint. 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. Grade will be specified under individual details. Thickness is bare steel. Negative thickness tolerance is -5V- 7. 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 and E). Thickness indicated is bare metal and negative tolerance is -5%. 8. Log screws shall be placed in holes prebored 70% diam. For concrete block construction, piece masonry anchors as per the installation Instructions. 9. A foundation and solids Investigation is not necessary unless required by 1802.2.1 through 1802.2.6 of the 2006 IHC. Soil is assumed to be Class 5 of Table 1804.2 of the 2006 IBC. BEARING 1500 psF vert., 100 psF/Ft. horiz and doubled as per 1804.3.1. These design values do not apply t m r pp y o mud organic silts, organic cloys, pent or unprepared Fills and may require Further soil investigation. 10. Drainage which otherwise would go over a public sidewalk shall be collected and diverted under sidewalk. 11. Patio Covers may be enclosed with Insect screening, approved translucent or transparent plastic not more than 0.125' thick or glass conforning to Chapter 24 of the IBC. Maximum wind speed is 90 mph Exposure C. 12. The roof panels shall have a minimum slope 0.5' per foot. 13. All steel shall be galvanized or painted one shop coat of rust inhibiting primer and one coat of enamel finish cont. Paint inside of all embedded posts from the bottom to 12' above grade. 14. Wind velocity and Ground Snow/Live load are identified in nil of the relevant tables. Roof loads have determined in accordance with ASCE7-05 Section 7.3. Ground Snow Load Applied Roof Load 10 psf 10 psf LIVE OR GROUND SNOW 20 psF 20 psF LIVE OR GROUND SNOW SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2006 IBC FIGURE 1613.5(1) SI NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM = INVERTED PENDULUM R=2.0 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE 15. The width of single span attached structures must be at least 75% of the projection. 16. Multiple span units are allowed. 17. This note left intentionally blank. 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 equivalent. 20. Header splice shall not be located nearer to the end than the First interior post. 21. Bolts shall conform to ASTM A-307. 22. Sliding and drifting snow are beyond the scope of this report. 23. All multlspan tables assume equal spans within 20%. All specifications must be based on the longest span. GENERAL INSTRUCTIONS FOR THESE TABLES I.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 6.2. 6.CHOOSE A HEADER FROM TABLE 2.1 OR TABLE 2.5 THAT HAS ADEQUATE POST SPACING. 7.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN) UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENTI FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4. & FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5. 9.USE THE APPROPRIATE DETAILS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN: SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 OR TABLE 2.5. SLAB B. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING. SLAB 9. POST 'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB. SLAB 10. FOLLOW 8 AND 9 FROM ABOVE. Revisions co C.O11I U D 0 clem O COC~ own 0 Fn�o C= �- N aim in Millm - b\ -0F DEC 9 2007 Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET Drown 8y CMP Check By CMP Dale 11/13/2007 Filename LATTICE QUICK REF.DWG Seale Page 13 NTS OF 3