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09-0788 (PAT)a. P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: =Q9-7006-0-0-7..8 Property Address: 79731 CASSIA ST APN: 649-470-007-7 -28601 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM DENSITY RES Application valuation: 2899 T4't!t 4 4 Qum& Applicant: Architect or Engineer: C LICENSED CONTRACTOR'S DECLARATION . BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm under penalty of perjury that I am licensed under provisions of Cha r 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, a d my L' s in full force and effect. License CI s�:,^B DC7 License 4 Dater_ r^' Com ntracioc OWNER -BUILDER EC RATION I hereby affirm under penalty of perjury at I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Susi ss and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, r repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by C any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec: 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 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.). ( I I am exempt under Sec. , BAP.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.I. Lender's Name: Lender's Address: LQPERAIIT I rte' VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/20/09 Owner: HARGROVE ELISSA ANN 79731 CASSIA ST LA QUINTA, CA 92253 ( r- -�-- Contractor: �iS I OUTBACK PATIO & SUNRO LN0J.'j 6260 RIVERCREST DRIV'L 1 RIVERSIDE, . CA 92507 �:ITYQr4 „ (951) 697-0158 saa AQt:i[gTA Lic. No.: 483069 F.ftEr"'(� ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is ' issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 3003606-2009 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' om tion laws of California, and agree that, if I should become subject to the workers' m s provisions of Section 700 of the Labor Code II forthwith comply with os ro s. Date: �� Applica WARNING: FAILURE TO SECURE WO f ERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMrX PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDIT16666N TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST; AND ATTORNEY'S FEES. �- APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. - I certify that I have read this application and state that the above information is correct. I agr 7 omply with all city and county ordinances and state laws relating to bwldin construction, and hereby aut a epresentatives of this coun fy to enter upon the above-mentioned prop y or inspection purpose§! / Application Number . . . . . 09-00000788 Permit . . . . . . ELEC-MISCELLANEOUS Additional desc Permit Fee . . . . 15.75 Plan Check Fee 3.94 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/16/10 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 .7500 PER ELEC ---------------------------------------------------------------------------- DEVICE/FIXTURE 1ST 20 .75 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2899 Expiration Date 1/16/10. Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00 ---------------------------------------------------------------------------- Special Notes and Comments 218 SQUARE FEET ATTACHED PATIO COVER LATTICE ROOF WITH CEILING FAN INSTALLATION. ----------------- ---------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged -------------------- Paid Credited -------------------- Due ----------------- Permit Fee Total 69.75 .00 .00 69.75 Plan Check Total 39.04 .00 .00 39.04 Other Fee Total 1.00 .00 .00 1.00 Grand Total 109.79 .00 .00 109.79 LQPERMIT bn# City of -.La Quinta -Building 8z Safety Division Permit # P.O. Box 1504, 78-495-Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address: Owner's UName: LS5,1 . A. P. Number: Address:- - 71731 SS 1ei Ci_ Legal Description: City, ST, Zip: 64 C+ -Contractor.- 0A %4� Address: Cov, __f�6 Project Description: WO City, St, Zip: 41'vtrs�� _a 6 Telephone: '93�6�1 Op - State Lic. # City Lic Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: . ............. .. . . . . . . . . A Construction Type: � -v— Occupancy: Project type (circle one New Add'n Alter Repair Demo. Name of Contact Person:# Sq. Ft; Stories: Units-. Telephone # of Contact Person: _Estimated Valve of Project: APPLICANT: DO NOT WRITE. BELOW THIS LINE # Submittal Reqld Recd TRACMG PERMIT FEES Plan Sets • Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person flan Check Balance. 'F Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up. S.M.I. H.O.A. Appro vat Plans resubmitted Grading AN HOUSE:- Reyiew,ready* for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Plot Plan Dame:1161"&+ �W,�40f- Phone: Site Address: -74 -73 ( 646964 LA Q,UiNTA Qz 3 Assessor's Parcel Dumber: L 0 Rear Property Line CIN OF LA QqDEPT. I , BUILDING & SAFETYAPPROVFORCONSTRUCT DA �gy �.— 7A5.. Front roperty Line P90P(i SED I -� 1,Ar"rl`CE iS co VIE- 2 I 0- 0 0 I � LATTICE TUBES REQUIRED @ 36' O.C. MAXIMUM ALUMINUM RAFTER 3.5' CONCRETE SLAB REOUIRED FOR FREESTANDING LATTICE COVER 0.042".3".8' ALUMINUM BEM( 14 OR 16 GA BY 3'X8' STEEL C -BEAM DOUBLE 0.032'X2'16.5' ALUMINUM BEAM DOUBLE 0.042±(3'18' ALUMINUM BEAM LATTICE TUBES REQUIRED @ 36' O.C. MAXIMUM 0.042'.3'x8' ALUMINUM BEAM '14 OR 16 GA BY 3'X8" STEEL C -BEAM DOUBLE 0.032'X2X6.5' ALUMINUM BEAM DOUBLE 0.042X3'(8' ALUMINUM BEAM TRIBUTARY WIDTH i FREESTANDING MULTISPAN DA LATTICE COVER ALL HEADERS r OVERHANG 257. POST SPACING ALL RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN MAXIMUM HEIGHT FOR PATIO COVERS IS 12'. MAXIMUM HEIGHT FOR CARPORTS IS 18'. TRIBUTARY WIDTH r L AIR DEPLATES 28 OUiRED IF 1a :3/a' SHEET METAL TAIL LA36 OR SELF DRILLING SCREWS I NOT USED SEE TABLE FOR QUANTITY X8 STEEL OaF M4'SMS of SOS C HEADER i 2 4 4 S io ICubi[ Fools, SII* -4' Int \ 20 25 29 31 x ALUM BRACKET FOR 3' SQUARE POSTS (606376) OR HEAVY DUTY BRACKET FOR 3x3-TT\CLOVERLEAF POSTS STEEL (Fy = 36 ksi STEEL) POST TVD 3/8• BOLTS OR EIGHT 414 SMS DOUBLE 3X8 L5 0.5' min -+�- ALUM HEADER 410 SMS (32 PLCS) 0 0 MAINTAIN MIN SPACING OF o ° 0.5' BETWEEN SCREWS 5.500 HEADER o e SPLICE LINE o 0.055'%3'X3' ALUM POST 1'000 OR 0.043•X3'X3' STEEL LOCKSEAM POST SPLICES NOT ALLOWED FOR DOUBLE 2x6.5'HEADERS UNLESS DETAIL LA36 IS USED DOUBLE HEADER SPLICE 0.042-X3X8 OR �2' _ /14 SMS 0.032.2'x6.5' 08L 5' ALUM HEADER �_ „ (e PLCS) 0.055'X3'X3' FLUTED ALUM POST i - V LA �as SMS 127ALUM RAFTER LATTICE ` TUBE .rTWO 48 SMS HEADER SEE TABLE BELOW FOR NUMBER AND SZE OF SCREWS. ALL STEEL C BEAMS USE .TWO p14 SDS ' No. or iib Screws . MIN `TABLE2.2 I =- Allowable Trib Width Up to 90 0:032 Double 2x6 1C i all all _ all Ov 0.042 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 0.042 HANG all all all all 91 -110 PROJECTION OF SINGLE SPAN STUCTURES 10' ' 16 all all (FT) 0.0420.047'x3"xe" 414 SMS @ (FT) 8 9' 10' 11' 12' 13' ` 14' i 15' 16' 1 T 18' 0' 4' 4.5' 5' ' 5.5' '5'5' I 6' 6.5' 7 7.5' 8' 8.5' 9' . 4.5' 5' 6' 6.5' ' 9'- 7.5' 8' 8.5' 9' 9.5' 7 5' 5.5' 6' 6.5' T 7.5' 8' `. 8.5' 9'9.5' 10' 3 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' , 10' 10.5' L AIR DEPLATES 28 OUiRED IF 1a :3/a' SHEET METAL TAIL LA36 OR SELF DRILLING SCREWS I NOT USED SEE TABLE FOR QUANTITY X8 STEEL OaF M4'SMS of SOS C HEADER i 2 4 4 S io ICubi[ Fools, SII* -4' Int \ 20 25 29 31 x ALUM BRACKET FOR 3' SQUARE POSTS (606376) OR HEAVY DUTY BRACKET FOR 3x3-TT\CLOVERLEAF POSTS STEEL (Fy = 36 ksi STEEL) POST TVD 3/8• BOLTS OR EIGHT 414 SMS DOUBLE 3X8 L5 0.5' min -+�- ALUM HEADER 410 SMS (32 PLCS) 0 0 MAINTAIN MIN SPACING OF o ° 0.5' BETWEEN SCREWS 5.500 HEADER o e SPLICE LINE o 0.055'%3'X3' ALUM POST 1'000 OR 0.043•X3'X3' STEEL LOCKSEAM POST SPLICES NOT ALLOWED FOR DOUBLE 2x6.5'HEADERS UNLESS DETAIL LA36 IS USED DOUBLE HEADER SPLICE 0.042-X3X8 OR �2' _ /14 SMS 0.032.2'x6.5' 08L 5' ALUM HEADER �_ „ (e PLCS) 0.055'X3'X3' FLUTED ALUM POST i - V LA �as SMS 127ALUM RAFTER LATTICE ` TUBE .rTWO 48 SMS HEADER SEE TABLE BELOW FOR NUMBER AND SZE OF SCREWS. ALL STEEL C BEAMS USE .TWO p14 SDS ' No. or iib Screws . MIN Speed : t (i n) ,Header Allowable Trib Width Up to 90 0:032 Double 2x6 1C i all all _ all mph 0.042 0.047'x3"x8' t0 � 15' all all P 0.042 Double 3x8 all all all all 91 -110 0.032 Double 2x6 10' ' 16 all all mph 0.0420.047'x3"xe" 414 SMS @ 7' 10' 14' all j I 0.042 Double 3x8 14' all all all LA 30 ATTACH PER DETAIL LA33 ALUM RAFTER COMPLETELY SEAL WITH PERMANENTLY FLEXIBLE $ WATERPROOF SEALANT DLA 4 .75' 75' MIN DOUBLE 3x8 C BEAM kOFE S/O 6' 0.625' MIN STEEL .MIN 414 SMS VO P (24 PLCS) POST I o f I 1.000 414 SMS @ BOLTS 6.000 j I C7 24. OC 0.024*x2*x6.5- HEADER ALUM SIDEPLATE i LlU68 � SPLICE ATTACHMENT �- r- 4' o o SINGLE 0.042'X3X8 6' . /14 SIMSALUM HEADER 201 o (8 PLCS) 3'X3' POST 0.043'X3'X3' STEEL 414 SMS @ 24' OC 0.024'x2'x6.5' Ivil ALUM SIDEPLATE 'C' qrF F A L A 1/4' BOLTS ASTM A307 W/ 0.5' 6 STEEL WASHERS 2' ®@ 4.25' STEEL POST DOUBLE OR SINGLE 3'XB' STEEL C BEAM. BOLT LAYOUT USE FOUR BOLTS FOR Revisions co ~ . U C,000=0.000 MMMMIJ cc 1` � O EW., r- 0 q O C7 1x co GO r� a W�F Z 0 M+Tax. C) 111M FOOTINGS UP TO d=42' ' DOUBLE 3x8 C BEAM kOFE S/O � 1 OF 4 0.625' MIN STEEL VO P e o 0 1.000 e e BOLTS 6.000 C7 HEADER ° ° e o (12 PLCS) LlU68 � SPLICE LINE o o E 6/3 201 0.043'X3'X3' STEEL LOCKSEAM POST Ivil 'C' qrF F A DOUBLE STEEL SPLICE LA 29 3'X3' ALUM RAFTER �J 1U 3 2009 ATTICE HEADER toDR e14 SMS IAPMO ER #114 SEE TABLE 7.5 LA SEAL WITH PERMANENTLY FLEXIBLE COPT Putnam, P. E. FOR FASTENER il WATERPROOF SEALANT 3441 IVYLINK PLACE SPACING 2'X6' DF LEDGER LYNCHBURG, VA 24503 � BOARD CARLPUTNAM@COMCAST.NET STUD. CONCRETE D OR MASONRY TWO 3/8' LAG SCREWS • WALL 16' OC OR THREE 3/8' LAG SCREWS m 24' OC Is' NIN 1/4' LAGCOMPLETELY SEAL WITH >- SCREW , PERMANENTLY FLEXIBLE k WATERPROOF SEALANT r 3.25' 1' MIN MIN SYNTHETIC STUCCO OR OTHER SHEATHING NON-STRUCTURAL COVERING 11" MAX LEDGER AND WALL ATTACHMENT MAX DISTANCE TO FIRST THICK) ROW OF POSTS IS 23' FOR 10 PSF AND 12' FOR 20 PSF STUCCO ATTACHMENT DETAIL oo WITH LEDGER BOARD oro.n By CMP Check By CMP 0O1e 11/13/2007 Filename LATTICE QUICK REF.DWG Scale NTS page � 1 OF 4 MAX DISTANCE TO FIRST THICK) ROW OF POSTS IS 23' FOR 10 PSF AND 12' FOR 20 PSF STUCCO ATTACHMENT DETAIL oo WITH LEDGER BOARD oro.n By CMP Check By CMP 0O1e 11/13/2007 Filename LATTICE QUICK REF.DWG Scale NTS page 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 _,L, EAVE OVERHANG POST Live/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" Solid EOWr Wind SIZE EAVE OVERHANG Wind Speed (mph) (24" OIC) 12" 18" 24" 30" 36" 10 psf 2x4 16-8" 8'-11" 5'-6' 2'-6' 0'-7' 165 MPH Exp C 2x6 27 22' 17-4" 13'-8" 9'-6" 110 MPH Exp B 2x8 22' 22' 22'-0' 22'-7 22'-0' 10 psf 2x4 11'-2" 6-7" 4-1" 2'-4" U-2" 110 MPH Exp C 2x6 22'-0' 22'-0' 15-1" 10'-1" T4' A _ 2x8 22'-0' 22'-0' 22'-U 274 22'-0' 20 psf 2x4 8'6 4'-9" 2'•8' 1'-3' 0'-1" 110 mph Exp C 2x6 1Y-0' 12'-4' 9'-0' 6 10 44- 52x8 7'-9" 2x8 174 12'-4 174 12'-4' 11'-6" Exposure C 3"x3" Rafter @G' OIC Post Description Max POST kgt (SINGLE AND MULTISPA Ground Aluminum Wind Speed (mph) Snow Load Guage (psf) (in) Up to 90 91-110 Up to 10 0.024" 13-3" 13'-3" LIVE 0.032" 15-3" 15-3" F 0.040" 16-5" 16-5" 11-20 0.024" 9-1" 9"-1 LIVE 0.032" '1 17-1" 12'-1" LA25) 0.040" 21 _. 1 13'-0° A TABLE 1.5 LA / 33 DOD LEDGER OR STUD ALUMINUM RAFTER 'FOR 10 PSF: TWO BtOm2' 2�SCREWS FOR 19' CLEARSPANS FOR 20 PSF: Two #104" SCREWS FOR 10' CLEARSPANS THREE #100' FOR 14' CLEARSPAN _FOUR e8 SM SCREWS ALUMINU RAFTER HM ANGER LA STEEL POST 36 9' ?� 12' MIN d 3/8' ■ 9' STEEL RODS AR) �- ci EMB DDEDB 9" DP FREESTANDING POURED FOOTING TABLE 2.4 Post Requirements for _.. g . Freestandin Structures TABLE 3.3 Post Requirements for Attached Structures Post Description Max POST kgt Alum 0.024'x3"x3" w/ Sideplates 11' A Alum 0.03713'x3" Lockseam 8' B Alum 0.040'13"x3" Lockseam 11' C Alum 0.055'13"0" Fluted 11' D Alum 0.120'13'13" Square 11' E Steel 0.043'x3'13" Lockseam 11" F Steel 0.188'x3"0" Square 15' G Steel 0.188"x4"14" Square 18' H TABLE 2.4 Post Requirements for _.. g . Freestandin Structures 6 6.5 _..,......_ 7 Post Description Max Height Maximum POST Footing Steel 0.043"x3"x3" Lockseam 12' d= 27" F Steel 0.188"x3"x3" Square 15' 1 d=j 37- G Steel 0.188"x4"x4" Square 18' 1 d=1 44" H LA 34 DETAIL LA24, LA25 OR LA26 REQUIRED WITH THIS DETAIL W 0.188' ALUM OR 3/8' BOLTS _ �r0.125" STEEL BRACKET ONE BOLT DIAM. (MIN) r� LA 35 DETAIL LA24, LA25 OR LA26 REQUIRED WITH THIS DETAIL 0.060"ALUM BRACKET 3' POST,,,,,,� V TWO 3/6' BOLTS 3.5' CONCRETE SLAB OREIGNT 114 SMS OR FOOTING CONCRETE ANCHORS SEE GENERAL NOTE 02. MAX FOOTING SIZE IS d = 19' POST ATTACHMENT DETAIL TO SLAB OR FOOTING SINGLE SPAN ATTACHED UNITS 6 6.5 _..,......_ 7 TWO 3/8' STAINLESS STEEL aHILT[ 6-11" KWIK BOLT TZ (ICC 20 22 ER -1917) W/ 2' EMBEDMENT AND 24 24 _. _...... 24.... ''i�� :'��"�' V WASHER OR EQUIVALENT. - 24 - 24 25 -- -25 25 25 ..-- MAX FOOTING SIZE IS d =28' ►- a -+ 914" 7-1" 8=T' ATTACHED SINGLE FOR LATTICE PATIO AND COMMERCIAL COVERS USINGALUMINUMHEADERS IN SPAN FOOTING 23 23 23 ...._.._.. r� LA 35 DETAIL LA24, LA25 OR LA26 REQUIRED WITH THIS DETAIL 0.060"ALUM BRACKET 3' POST,,,,,,� V TWO 3/6' BOLTS 3.5' CONCRETE SLAB OREIGNT 114 SMS OR FOOTING CONCRETE ANCHORS SEE GENERAL NOTE 02. MAX FOOTING SIZE IS d = 19' POST ATTACHMENT DETAIL TO SLAB OR FOOTING SINGLE SPAN ATTACHED UNITS CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA BY I TABLE 7.6: WALL A17ACHM3\ITS FOR LATTICECOVERS ANC3 ANC4 CLEAR- NO. OF #10 NO. OF 1/4" LIVE WIND. SPAN SCREWS LAG SCREWS ---.. .. _ LOAD SPEED (FI) FER RAFTER PER RAFTER (PSF) MPH 10 105C 19' 2 2 110C 22' ...3........ _ -2 20 110C 10' 2 2 14' 3 2 19' 4 3 1 Gearspan on this chart is the distance from the w all to the first row of columns. 2 Intentionally left blank. 3 1/4" Lag screws must have 2 1/4" of penetration into studs. _ - _ _ _ _..-...__."n,iu", __..a.-_.." ..._..,... _ ._.... . . These lag screw s must have an 1/8" lead hole. Up to 10 LN 6 6.5 _..,......_ 7 11'-4" 19-5" ... 9'-8" A 6-11" A 20 22 23 23 23 - - 24 24 _. _...... 24.... 15'-2" 14'.4" B B C - - 24 - 24 25 -- -25 25 25 ..-- -26 26 26 ...__.. - 28 27 27 - 914" 7-1" 8=T' LATTICE 2.0 POSIT SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USINGALUMINUMHEADERS IN 90 MPH WIND AREAS 23 23 23 ...._.._.. 24 24 24 ._._... A A V-5" _ T-11" A ._.. - A .- 20 21 - 0.042"x3"x8" Box Beam (Detail LA04) Double 0.042"x3"x8" (Detail LA25) Double 0.032"x7x6.5" - A _... (Detail LA25) _. 21 -.._ 21 _. ._ 22.._23 A TABLE 2.1 C Attached Freestanding or ._. 26_..... Attached Freestanding or A _ Attached 21- Freestanding or. 17 8 8'-6" A T-1" A Structure Multispan Units 22 Structure Multispan Units C Structure 25 Multispan Units 7'-9" op GROUND TPoB . - MAX FOST MAX 9 T-6" MAX POST LENGTH Iu14X A 21 MAX FUST LENGTH MAX 23 11'-3" MAX POST LENGTH 25 25 SNOW W DTH POST REO'D POST MN FOO 8' I 10' I 17 POST MIN F00 8' I 10' I 12' POST MN FOO 8' I 10' 1 12' 20 LOAD (Fr) SPAONG FOR SPAq POST SIZE CQVSTRAINEDFOO SPAO FOST SIZE CONSTRAD�FOO SPACING ROS SIZE CONSTRAIN®FOO r� "cr "tl" d' "d" '(FT) TY "d' "d' "d' "d' "d' "d' "d "d" (PSF) ' ON SLAB k SLAB (FTi TYPE (F� TY / (FT) (in) (in) (in) (in) (in) (in) (in) (in) (in) (u1) (in) (In) OW .90 MPH EXPOSURE 8 Up to 10 6 11'-4" A 8'-11" A 19 21 22 23 15'-2' B 23 24 25 26 9-8" A 20 21 22 23 LIVE 6.5 10'-5" A 8'-5" A19 21 22 23 14'-4" .. _ ........ B 23 _..._.... 24 .. . 25 26 9'-1" A 20 21 22 23 7 9'-8"A _.._ T-11" ... A 19 __......_.... 21 22 .- ............... 23 ... 13'-7" C 23 23 .._.. 25 26 _ 8'-7" _._.._....._... A _ 20 .. ...... 21 _..... 22 ._. _ . .__ 23 ..... 7.5' .......... 9'-1" A - -- T-5" A 19 20 21 22 12'-11" C 23 23 24 25 8' 1" A 20 20 21 22 8 8'-6" A 7'-1" _ A .._ _._......_.. 19 _..............._ 20 .................... 21 22 12'-4" ......._._._......._ C 23 23 __.. 24 .. _... 25 ......... 7'-9" ... _ ._.. A 20 ........... 20 21 22 9 T-6" ............... A 6-5" A 20 20 21 22 11'-3" C 24 24 24 25 74" A 20 20 21 22 "90 EXPOSURE C OPW CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA BY I TABLE 7.6: WALL A17ACHM3\ITS FOR LATTICECOVERS ANC3 ANC4 CLEAR- NO. OF #10 NO. OF 1/4" LIVE WIND. SPAN SCREWS LAG SCREWS ---.. .. _ LOAD SPEED (FI) FER RAFTER PER RAFTER (PSF) MPH 10 105C 19' 2 2 110C 22' ...3........ _ -2 20 110C 10' 2 2 14' 3 2 19' 4 3 1 Gearspan on this chart is the distance from the w all to the first row of columns. 2 Intentionally left blank. 3 1/4" Lag screws must have 2 1/4" of penetration into studs. _ - _ _ _ _..-...__."n,iu", __..a.-_.." ..._..,... _ ._.... . . These lag screw s must have an 1/8" lead hole. Up to 10 LN 6 6.5 _..,......_ 7 11'-4" 19-5" ... 9'-8" A 6-11" A 20 22 23 23 23 - - 24 24 _. _...... 24.... 15'-2" 14'.4" B B C - - 24 - 24 25 -- -25 25 25 ..-- -26 26 26 ...__.. - 28 27 27 - 914" 7-1" 8=T' A A A 21 21 21 _.........._..._ 22 22 _ _ 21 23 23 23 ...._.._.. 24 24 24 ._._... A A V-5" _ T-11" A ._.. - A .- 20 21 - 22 .._._..._..._....... 22... 17 18 _..._... - A _... --... 7-5" A .. _. 21 -.._ 21 _. ._ 22.._23 A 12'-11" C - 25 25 ._. 26_..... 27. 8. _t_ A _ .. 21 21- 22 23 17 8 8'-6" A T-1" A 21 21 22 23 174" C 25 25 25 26 7'-9" A 21 21 22 23 17 9 T-6" A 6.5" A 21 21 22 23 11'-3" C 25 25 25 26 T -O" A 22 22 22 23 On kR4 FYMCI 9;'P;:t 11-20 LIVE 6 6.5 5'-11" A 5'-3" A ' 16 19 20 21 5_5__ A 4'-10" A 16 18_ 19 9'-5' C 19 21 8'-10" C 20 21 23 24 22 23 51-91, 5'-5" A 17 19 A 17 18 - -- 20 19 21 20 -- 5-5" 7 6-1" A 4'-6" - A_ 16 - 18 -__20 19 20 8'-4" C 20 21 -- 2_2 - 23 5' 1" B 17 18 19 20 A - 7.5 4'-9" A 4'-3" A 16 18 19 20 T- 10"c 22 20 21 _ 22 23 4'-9"- B 17 18 19 20 4'-9" -8 4'-5" A - 4--0" A 16 16 19 19 T-5" C 20 20 21 22 4'-6" B 17 18 19 19 4' 5" 9 3'-11" A T-7- A 16 18 , 19 19 6-9" C 20 20 21 22 4'-1" B 17 18 19 19 on K4:4.1 FYFYIcI RF r 11-20 6 6-11" A 6-3" A 17 20 21 22 9'-5" 21 .22 24 25 5'-9" A 18 20 21 22 _ LIVE 6.5 5-5" A 4'-10" A 17 19 20 21 8'-10" _C C 21 22 _ 23 24 5'-5" A _ 18 19 20 21 7 7�5--1" A -A -A 4'-6" 4'_6" A A 17 17-1" 19 20 21 8'-4" C 21 22 23 24 --6-1�B 24 18 19 20 21 7.5 7.5 4'-9" A 4'-3" A 17 19 20 21 T-10" C 21 22 23 24 4'-9" 24 18 19 20 21 - 8 8 4' 5" A 4'-0" A 17 18 19 20 T-5" C 21 21 22 23 4'-6" _B B 18 19 20 20 9 9 S_It" A Y-7" A 17 18 ' 19 20 6-9" C 21 21 22 23 4' 1" B 18 18 19 20 1 to NPH FYR'1cl Pr r. Up to 10 6 11'-4" A I 8'-11" A 23 24 26 27 15'-2" B 28 28 29 30 9-8" A 24 24 26 27 UNE 6.5 10'-5" A 8'-S' A 23 24 25 26 14'-4" B 28 28 29 30 9'-1" A 24 24 25 26 23 7 9'-8" A T-11" A 24 24 25 26 13'-7" C 28 28 28 30 8'-7" A 24 24 25 26 23 7.5 9-1" A T-5" A 24 24 25 26 17-11" C 28 28 28 29 8'-1" A 24 24 25 26 23 - 8 8'-6" A 7' 1" A 24 24 24 25 174" C 29 29 29 29 7'-9" A 24 24 _ 24 25 22 22 9 7'-6" A 6-5" A 24 24 1 24 25 11'-3" C 29 29 29 29 T-0" A 25 25 25 25 1 in mpi4 1YIX1cl !?F r 11-20 6 6-11" A 6-3" A 19 22 23 1 24 15'-2" D 28 28 1 29 30 6-9" A 1 20 22 1 23 24 LIVE _ 6.5 6-5' A 4'-10" A 20 21 22 23 14'-4" 028 28 1 29 30 5'-5" A 20 21 22 23 W�_ Z 7 5-1" A N-6" • A 20 21 22 23 13'-7" D 28 28 28 30 5'-1" B 20 21 22 23 ZS 4'-9" A 4'-3" A 20 21 22 23 12-11' D 28 28 28 29 4'-9" B 20 21 22 23 - 8 9 - 4' S" 3-11" - A A 4'-0" T -T' A A 20 20 20 20 21 21 22 22 174" 11'-3" E E 29 29 29 29 29 29 29 29 4'-6" 4' 1" _ B B 20 21 20 21 21 21 22 22 Revisions CMP Check By CMP Dote 11/13/2007 F1ename LATTICE QUICK REF.DWG co Pogo 0 2 OF 4 U ❑ Loptr` o r+l1 1 a o xExc000 I - W�_ Z k �xar6.. 1111 JUN 1 3 2009 IAPMO ER # 114 Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG,' VA 24503 CARLPUTNAM@COMCAST.NET Oro.n By CMP Check By CMP Dote 11/13/2007 F1ename LATTICE QUICK REF.DWG Scole NT$ Pogo 0 2 OF 4 iEADERS IN 90 MPH WIND AREAS Beam (LA06) Double 14 Ga 3x8 Steel C Beam (LA26) standing or D Attached Freestanding or ispan Units 32 Structure Multispan Units A POST LENGTH MAX 29 29 MAX POST LENGTH 12' ' 18' POST MN FOO 8' I 12' -1 18' STRAINED FOO SPACING POST SIZE CONSTRAINED FOOTER "d"' (FT)"d" ( TYPE "d" .,d. "d. "d" (in) (n) 32 26 (in) (in) (in) (in) 27 27 29'-6" D 28 28 31 32 27 26 28'-9" D 29 29 31 32 26 26 28'-0" E 29 29 31 32 26 25 2T-5" E 30 30 30 32 26 25 26-10" E 30 30 30 31 25 24 25'-9" E 31 31 31 31 28 27 29'-6" D 30 30 32 32 28 26 28'-9" D 31 31 32 32 28 26 28'-0" E 31 31 32 32 27 25 27'-5" E 32 32 32 32 27 25 26'-10" E 32 32 32 31 26 24 25'-9" 1 E 1 33 33 33 31 24 27 23'-5" E 26 27 29 32 24 26 22'-10" E 27 27 29 32 23 26 22'-3" E 27 27 29 32 23 25 21'-9" E 28 28 29 32 23 25 21'-3" E 28 28 29 31 22 24 20'-5" F 29 29 29 31 '25 28 23'-5" E 28 28 31 34 25 27 22'-10" E 29 29 30 34 25 27 22'-3" E 29 29 30 33 24 27 21'-9" E 29 29 30 33 24 26 21'-3" E 30 30 30 33 23 1 25 11 20'-5" F 31 1 31 31 33 31 34 23'-5" E 32 32 34 37 31 34 27'-6" D 34 34 35 37 31 34 26'-10" D 34 34 35 37 30 33 26:3" D 35 35 35 36 30 33 25'-8" E 36 36 36 36 30 1 32 25'-1" E 36 36 36 36 30 90 110 24'-2" E 37 37 37 9'-11" 31 34 23'-5" E 32 32 34 37 31 34 22'-10" E 33 33 33 37 30 34 22'-3" E 33 33 33 37 30 33 21'-9" E 34 34 34 36 30 33 21'-3" E 34 34 34 36 30 1 32 1 1 20'-5" F 35 35 35 36 SINGLE SPAN TABLES co MULTI SP AN TABLES 0.042"x3x8° Rafter CE00= 0.024'x2'x6.5" Ratter 0.032"x2'x6.5" Rafter 0.0407;2'X6.5" Rafter 0.042"x3"x8" Rafter OF 4 0.024°xTx6.5" 0.032"x2°x6.51 0.0401x2916.5" _ GroundRailer Wind Speed + Exposure Wind Speed + E Wind Speed + Exposure Rafter Wird Speed + Exposure Ratter Wind Speed Wind Speed Wind Speed Rafter Wind Speed Snow I�atl Spacing 110 B 110 8 110 B Spacin 110 B Sp ing Exposure C Exposure C Exposure C Space Exposure C r_...._. (Oso ; (in) 908 90'6 110 C 90 B 90 110 c 90 B 90 C 110C in 906 90 C 110C (in) 90 110 90 110 90 110 (in) 90 110 10� X24" 10-6" 9'-11" 8-1" 14'-6° `.13'-0' 11'-7' 1T-7" 15'-B" 17-10' 36" 17'-1" 17-1" 15'-8" 24° T-10' T-10" 11'-7" 11'-2" 15�° 17-10 36° 13-4" LIVE 20 11'-3 9'. -,J. 8 -T ---. 14'-B° ._._..... 13'-0° 11'-7' 1T-8 15'-8" 17-10' 30 18-8" 16'-8" ---. 15'-8" .._.. 8'-1P 6'_2" '13.Oi' _...__ 11'_2" .. 15-8" "12'_10"' 30" 15--0" 15'-0 �`�17-70 24° 20'-9" 19-1 15'8" .20" 16 9'-11' B'-7' 130 11'-2" 15-8 7210 24" _.. 17'-2" 15'-B 12" ' '1'1 3" 9'-11" 8'-7' 14-S" 13'-0° 11'-2" 17'-8' 15'-8" _ 12-10'.16° 21 LT 18'-1" 15-8" 12° 9'_11" 8.2" 13-0"' 11'-2"' . _ .. 158" 17-1 U' 16" 15-t" 15'_B" 20 24" 5'-4" 64" 6-4" 9-4° 9'-4" 9'-4" 13'-1° 13'-1° 12-1U' 36" 10'-3" t0'-3" 10'-3" 24" 4'-8" 4-6" T -Y 7'-7 9'-10" 5-10° 36" 8'-2" 8'-2" LIVE 20 6'11" 511" 6'�-0" 11'-2° 11'-2° 11'-2" 14'-3° 14'-3 17-10' 30" 12'-3" 17-3" 12'-3" 20° 54" 94" B'-2" 8-2" 11'-1° 11'-1° 30" 9'-4" 9'1J" 16 T-1 t" 7'-11" ... 7-11° .. .. 12'-7 17-7 11-2 _.-_. 1511" 15-8 17-10 24` 14'-10' ._.... 14'-10 _.. _... 14'-10" 16 6'-� 6-5" 9'-7° 9'-7" 17-10° 17-10" 24° 11'-0 11'-D" 17' 10'-6° 9'-11" 8'-2" 14'-6° 13'-0° '11'-2" 17'-7' 15'-8" 17-10' 16' 18'-1" t8' -t" _. .. 15'-8" 12° 7'-10° - 7'-10" 11'-7" 11'-2° tS-0" 17-10" 16" 14'-4" 14'-4" TABLE 1.1 TABLE 1.2 TABLE 1.3 TABLE 1.4 TABLE 1.7 TABLE 1.81 .6 TABLE 1.9 TABLE 1.10 f' General Notes 1. Structure( design per 2007 California Building Code and 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. 20 PSF covers may be used for these purposes. 2. Fasteners are to be galvanized steel or stainless steel. Anchor connections to a 3.5' concrete slob shall be approved for 500 110F tensile and shear. Anchors to Footings described in details. 3. Concrete shop have a compressive strength, F'c, 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. 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 gouge steel shell be per ASTM A653. Grade will be specified under individual details. Thickness is bare steel. Negative thickness tolerance is -5%. 7. Alternate plum. 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%. B. Lag screws shall be placed in holes prebored 70% diam. For concrete block construction, place masonry anchors as per the installation instructions. 9. A foundation and soils 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 1000 psF vert., 100 psf/ft. horiz and doubled as per 1804.3.1. These design values do not apply to mud organic silts, organic clays, peat or unprepared Fills and may require further soil investigation. 10. Drainage which otherwise would go over a public sidewalk shall be collected and diverted under, sidewalk. 11. Structures may not be enclosed w/o additional engineering analysis. 12. Intentionally left blank. 13. All steel shall be galvanized or painted one shop coat of rust inhibiting primer and one coat of enamel finish coat. Point inside of ell embedded posts from the bottom to 12' above grade. 14. Wind velocity and Ground Snow/Live load are identified in all 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) S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC RESISTNG SYSTEM = MISCELLANEOUS NON BUILDING R=1.25 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. Structures with 0.024' minimum aluminum lattice tubes, rafters and headers are Class A Fire rated. 19. All screws are self drilling (SDS) or sheet metal (SMS) and in conformance with ICC ESR -1730, ESR -1976, and ESR -2196 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 q eyon nt1 of"1t+,C15 re�rQUINT/A 23. All muftis an tables assume equal s n r rn 20' 1 fi � �rA� t/'1 be based on the longest Span. BUILDING & SAFETY DEPT GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FRDI EESTANNG OR ATTACHED _ S CTURE APPR0VED 2. CHOOSE PROJECTION, WIDTH AND OVERHA G OF OFOR CONSTRUCTION' TION 3. DETERMINE WIND AND W LIVE OR SNOLOA OF STRUCTURE SITE ............ . (PATIO UNITS USE 10 PSF MIN, CO MERCIAL UNITS USE 20PSF MIN) DATE_ BY 4. CHOOSE A RAFTER FROM TABLES 1.1 TO 1.10 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SHEET 1. 6. CHOOSE A HEADER FROM TABLE 2.1 OR 2.5 THAT HAS ADEQUATE _ P_OS_TSPACING. 7. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 'FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 8.'FIND THEO/C SPACING OR # OF FASTENERS FOR ATTACHING _ TO WALL FROM TABLE 7.6 9.USE THE APPROPRIATE DETAILS 10.:AL LATTICE NOT USING DETAIL LA36 MUST COMPLY WITH TABLE L1 AND L2 ON SHEET 4 :FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 OR 2.5. SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9.'FOLLOW 8-10 FROM ABOVE SLAB 10. CHECK TABLES SLAB1 AND SLAB2 ON SHEET 4 FOR CORNER DISTANCE REQUIRMENTS. Revisions I 3 m P / ;:0 7� sr ►VI,L 9lF FCALIT- J 1 3 2009 IAPMO ER # 114 Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET ByCMP co [Drawn CMPe11/13/2007 CE00= U score Page J3 NTS OF 4 COP= 00 Orr` O tr wr�c W M C13 a `o C Z rJ) IIII =' ■ W 3 m P / ;:0 7� sr ►VI,L 9lF FCALIT- J 1 3 2009 IAPMO ER # 114 Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET ByCMP ck By [Drawn CMPe11/13/2007 nome LATTICE QUICK REF.DWG score Page J3 NTS OF 4 rn a ,q Of C3 v Ll II 0 X: a - f M Q m 0 (U a) m J a: a! Requirementsfor Surface Mounted Postson Concrete Slabsor Footings - REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS / 3. Determine height of structure +- Table L1a: Use this table for the following headers Seismic Size Requirements 4. Determine number of posts structure has able L22 Table Lt b: Use this table for the following headers Table L2b 5. Determine Ss for your area (contact (8 Alum Header 3x8 Alum Header your local building department)— ouble 2x6.5 Alum Heade Double Steel C Beam 6. Choose Table 1-2a or 1-2b based on the header Ingle Steel C Beam Distance -� LYNCHBURG, VA 24503 Double 3x8AIUm Header Panel Span Size _ Size 8. Multiply #1. #2 and 03 and divide by #4""' Ss Allowed Double 2x6.5 Alum Header 9. If #8 is lower than #7 the structure is OK for seismic 20% 221520% Exposure C • 2906 10. it your Ss is over 1500A use 750% 30% 1477 Double Steel C Beam 1937 ASCE7-0512.8.1.3 40% 1107 40% 1453 110 mph Single Steel C Beam 1013 50% 1328 'no check needed for Patio Covers attached to slab under these conditions 60% 844 601% 1107 —no check needed for Patio Covers that are 10' tall attached to slab under these conditions 70% 723 70% 949 —no check needed for Patio Covers that are 8' tall attached to slab under these conditions eo% 730 801y: 060 '—Os is the Maximum Considmcd Eartllywke tbruuid Muhmi (u 2 seej K1% Gib Post He Ight (h) mapped on Figures 1613.5(1), 1613 5(3) in the 2.007 r.Rr. 10n% 591 t00% Post Height (ft) Altenlatiwly, divide by these numbers 110% 586 110% 769 8' 9' 10' 11' 12' 8' 9- 70' 11' 12' Require li 9- 10' 11' 12' 8- 9' 10' 11' 12' Win �eq 620 Wind Exposure B s6 18" 12' Wind Exposure C I Wind Number Wind Exposure B 67 51 si $1 s2 s3 s4 Wind Exposure C s3 S ee s7 30" 6" MAXIMUM TRIBUTARY WIDTH ALLOWED sl sl s2 s2 s3 s5 sl sl s2 s2 Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED s5 85 mph 2o.3 9 9' 6 3' 0' 9' 8' 5' T 0' 85 mph 2 or 3 9' 9' 9' 7' 4' 9' 9' 9' 6- 4- 4 9 9 9 6' 3' 9' 9' 9' S' 2' S4 may always be used 4 9' 9' 9' 9' 9 9' 9' 9' 9' 8' 5 9 9 9' 9' 5' 9' 9' 9' 8' 4' 5 9' 9' 9' 9' 9 9' - 9 9' 9' 9' 5. Set Post away from Corner as per Figure 2 6 9 9 9' 9' 7• 9' 9' 9' 9' 6' 90 mph 2 or 3 T 9- 9' T - 4- 9' 9 8' 6' X Rural open areas are generally Exposure C 7 9 9 er 9' 9' 9' 9' 9' 9' 9' 4 S 9' 9' S' 9' 1 9' 9' 9' 9' 9 9 9' 9' 9' 9 9' 9' 9' 9' 7' 9 90 mph 2 or 3 9 9 6 3' 0' 9' 7' 4' 2' 0' 4 9 9 9 6' 3' 9' 9' 8' 5' Z 95 mph 2 or 3 9' 9' 9' 7' 4' 9' 9' 7' 5' 3' 5 9 9 9 9' 5' 9' 9' 9' 8' 4' 4 9' 9' 9' 9' 9 9' 9' 9' 9' 6' 6 9 9 9 9' 7' 9' 9' 9 9' 6' 5 9' 9' 9' 9 9 9 9 9' 9' 9' - 9 9' 9' 9' 9' 9' 9' 9' 9' 8' 100 mph 2 or 3 4 9' 9 9' 6 9' 9' 9' 9' 4' 7 9' 9 9' 9' 6' 9' 4' 8' ,. 5' 95 mph 2 or 3 9 9' 6' 3' 0' 8' 6' 4' 2' 0' 4 9 9 9 6 T 9' 9' 7' 4' 5 9' 9 9' 9 9 9 9 9' 9' 8' 5 9 9' 9' 9' 5' 9' 9' 9 7' 4' 6 9' 9 9' 9 9 9' 9 9' 9' 9 6 9 9 9 9' 7' 9' 9' 9' 9' S 105 mph 2 or 3 9' 9' 8' 5' 2 9' 7 5' 3' 1' i 9 9' 9 9' 9' 9' 9' 9' 9' 7' 4 5 9' 9 9' 9' 9' 9' 9' 9' 6 8' 9' 9' 9 9' 9' 9' 6 9' 3' 6 100 mph 2 or 3 9 8' 6 2' 0' 7' 5' 3' 1' 0' 4 9 9' 9' 5' 2' S' 9' 6' 3' t' 6 9' 9' 9' 9' 9 9' 9 9' 9' 8' 5 9 9' 9' 8' 4' 9' 9' 9' 5' 2' 7 5' 9 9' 9' 9 9' 9 9' 9' 9' 6 9 9' 9 9' 6' 9' 9' 9' 7' 4' 110 mph 2 or 3 9' - 9' 6' T 1' 8' 6' 4' 2' T 7 9 9' er 9' 8' 9' 9' 9' 9' 6 4 5 9' 9' 9' 7' 9' 9' 9' 9' 3' 6 9' 9' 9' 9 7' 9' 5' 7' 2' 4' 105 mph 2 or 3 9 6' T 1' a 6' 4' 2' 1' 9 4 9 9' 7' 3' a 9' 7 5' a 6 9' 9' 9' 9' 8' 9' 9 9' 9' 5' 5 b 9 er 6' 1' 9 9' T 4' 1' 7 9' 9 9' 9' 9 9' 9 9' 9' 7' 6 9 9' 9' a' 3' 9' 9' 9' 5' 2' 7 9 9' 9' 9' 4' 9' 9' 9' T 3' Tables L7 and L2 need to be checked for mount concrete attachment surface 110 mph 2cr3 9 5' 0' 0' S' 3' 2' 0' 0' 4 9 9' 5' 2' 0' 9' 6 3' 1' 0' 5 9 9' 8' 3' 0' 9' 9' 5' 2' 0' Directions for using Seismic Table 1-2a or 1-2b 6 9 9' 9' 5' 0' 9' 9' 7' 4' 0' 1 Determine Tributary width 7 1 9 9' 9' 7' 1' 9' 9' 9' 5' 1' 2. Determine width of structure - O n / 3. Determine height of structure +- / Seismic Size Requirements 4. Determine number of posts structure has able L22 Table L2b 5. Determine Ss for your area (contact (8 Alum Header Double 3x8 Alum Header your local building department)— ouble 2x6.5 Alum Heade Double Steel C Beam 6. Choose Table 1-2a or 1-2b based on the header Ingle Steel C Beam Distance -� LYNCHBURG, VA 24503 7. Determine the maximum size allowed on the char- hanSize Panel Span Size _ Size 8. Multiply #1. #2 and 03 and divide by #4""' Ss Allowed Ss Allowed 9. If #8 is lower than #7 the structure is OK for seismic 20% 221520% Exposure C • 2906 10. it your Ss is over 1500A use 750% 30% 1477 30% 1937 ASCE7-0512.8.1.3 40% 1107 40% 1453 110 mph 50% 1013 50% 1328 'no check needed for Patio Covers attached to slab under these conditions 60% 844 601% 1107 —no check needed for Patio Covers that are 10' tall attached to slab under these conditions 70% 723 70% 949 —no check needed for Patio Covers that are 8' tall attached to slab under these conditions eo% 730 801y: 060 '—Os is the Maximum Considmcd Eartllywke tbruuid Muhmi (u 2 seej K1% Gib 90% 861 mapped on Figures 1613.5(1), 1613 5(3) in the 2.007 r.Rr. 10n% 591 t00% 775 Altenlatiwly, divide by these numbers 110% 586 110% 769 For 2 post Structrues divide by 3 120% 537 120% 705 For 3 post Structrues divide by 3 130% 545 130% 715 For 4 post Structrues divide by 4.5 140% 506 140% 664 For 5 post Structrues divide by 6 150% 473 r 150% 620 For all others add 1.5 to number of posts - O n / Existing Residence / 7 Q 6 Li Table SLAB1: Edge Distance Requirements for Attaching to Concrete Cw#f= Slab 1 Table SLAB2: O 0 O oO o_ a Carl Putnam, P. E. - -Lattice _ ---- ---- �. 3441 IVYLINK PLACE Slab Distance -� LYNCHBURG, VA 24503 Panel Span Cover _ Corner From Comer mill - 7ribArea Exposure 8 Exposure C • Dm By CMP `Code X Y CMP Conner Trib Area 1 '(sq it)� 85 90 95 100 105 110 85 1901 95 100 105 110 mph 51 6' .6" J scala NTS 50 si s1 sl sl s1 sl sl vsi—sl sl si sl s2 12" 6" ` 53 sl sl si si sl s2 sl st sl s1 sl s2 s3 16" 6' j Post Spacing 57 61 si sl sl s2 s2 sl si sl sl s2 s2 s4 12" 12' rn 60 51 sl sl sl s2 s3 sl sl sl sl s2 s3 s5 24" 6"1 I 63 sl si si s2 s2 s3 sl sl sl s2 s2 s3 s6 18" 12' ♦I I Panel Cnemang 67 51 si $1 s2 s3 s4 $1 sl si s2 s3 s4 s7 30" 6" Figure 1 69 sl sl s2 s2 s3 s5 sl sl s2 s2 s3 s5 s8 24" 12' s9 18" 18' X and Y are Interchangeable Concrete slabs shall be in good condition Directions for using these tables and shall have no cracks in the tributary A higher comer code area. 1. Determine Corner Tributary Area (see Figure 1) may always be used 2 Determine Wind Speed and Exposure over a lesser one. for the patio cover S4 may always be used 3 Cross Reference Table SLAB1 and find instead of s3. the "Slab Corner Code" (91. s2, s3, s4 etc) Figure 2 4. Determine Corner Edge Distance Requirements From Table SIab2 3.5" Concrete Slab 5. Set Post away from Corner as per Figure 2 Check with local building authority to detemine if the structure is built in Exposure 8 or C. Suburban, wooded and urban areas are generally Exposure B e —, Rural open areas are generally Exposure C ` Post I I ,� ly / Comer Trib Area must to in good condition I 1 -, X and Y are Interchangeable CIN OF LA QUINTA BUILDING & SAFEfy DEPT. - APPROVED FOR CONSTRUCTION ir. I DA _- BY IAPMO ER#114 Sheet 4 of 4 Revisions FRIM"01,11,13,1111:0 i� O n 3 7 Q 6 Li IAPMO ER # 114 Cw#f= 00- ?` O 0 O oO o_ a Carl Putnam, P. E. - [Wi� O aF00 �. 3441 IVYLINK PLACE d LYNCHBURG, VA 24503 N --- 0 CARLPUTNAM@COMCAST.NET f mill L , FRIM"01,11,13,1111:0 i� O n 3 JU 1 3 2009 Q 6 Li IAPMO ER # 114 W o_ a Carl Putnam, P. E. - �. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST.NET f a tr v c 0 fL Dm By CMP Check By CMP to Dote 11/13/2007 Filename LATTICE QUICK REF.DWG J scala NTS Pole A4 OF 4