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0202-313 (PAT)LICENSED CONTRACTOR DECLARATION I) I hereby affirm under penalty of perjury that I am licensed under provisions of Fr Chapter 9 (commencing with Section 7000) of Division 3 of the Business and CV W Professionals Code, and my License is in full force and effect. ch License # Lic. Class. Exp. Date LLJ r` Q' r` 0%atli°C1 f. 0 Zr Date 2' 2 2 Signature of Contractor ? - �D _' J U coo OWNER -BUILDER DECLARATION Ha -LU I hereby affirm under penalty of perjury that I am exempt from the Contractor's U) License Law for the following reason: Z_ ( ) 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 & Professionals Code). ( ) , I, as owner of the property, am exclusively contracting 'with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). O I. am exempt under Section B&P.C. for this reason LO N Date 2 ` `Z. : v 7- Signature of Owner p7 s Orn /,- d Q WORKER'S COMPENSATION DECLARATION C:) Z I hereby affirm under penalty of perjury one of the following declarations: G` Lo � O () I have and will maintain a certificate of consent to self -insure for workers' X W LL compensation, as provided for by Section 3700 of the Labor Code, for the O _J Q performance of the work for which this permit is issued. m Q U ( ) I have and will maintain workers' compensation insurance, as required by Q U Q Section 3700 of the Labor Code, for the performance of the work for which this d LO I- permit is issued. My workers' compensation insurance carrier & policy no. are: �• Z Carrier Policy No. 00 O EXKMPT Q (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become 3 subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions�j Date: 0 Applicant— Warning: pplicant Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost'of compensation, damages as provided for in Section 3706 Yof the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. t Signature (Owner/Agent) .'�`r Date.w ^'y f` BUILDING PERMIT PEFiMT# s TRACT DATE Pr�-- iM VALUATION LOT TRACT 02/2V20C &2,074A0 JOB SITE' APN ADDRESS ' �f� 7�N 1A�.5� ��'•6GV.CR� ... r OWNER CONTRACTOR/DESIGNER/EN (NEER C.dMRY' 5 .11:'E ,1.�.,4D k "lid iN CONS -11=170111 M-593 AWNVAI DTO 431 -�� 0 ". LA, Ql.19rA C A 92253 PALM ;q5. .. C A 92211 dry USE OF PERMIT � �4 Rrio ,S 156 SP A.L3:18:IAWOWD PATIO GiSV,^fI INVI 4'I ) MIT OF t.C:afJS,'":'•!'RUi 1TQ.N 2,0744 .W P:gqla�qq:Bapp:�+��iJyy��° �q'��yv �MA 'Yy'gUM^p. 04 -00 66 ((,, MI. COWLS, f,'12YC::f1+04.1 F 1101-000-418-000 J0-418-000 $54.60 IT0`i`I:0HAii!"•P ANCI.NK,1K FEB2 8 290pgt X1, 3 1%RAUTFEEND�� c�W % C� ®r_1AQQ1WA RECEIPT DATE BY uZ FINALED INSPECTOR 1 11 i! V r' y -*j y✓S•7' INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs 1 I Underground Ducts Forms & Footings 1 i Ducts Slab Grade J' Return Air Steel i Combustion Air Roof Deck )' Exhaust Fans O.K. to Wrap I F.A.U. Framing ] : Compressor Insulation I' Vents Fireplace P.L. 1; Grills Fireplace T.O. i I Fans 8 Controls Party Wall Insulation Condensate Lines Party Wall Firewall l,' Exterior Lath I' Drywall - Int. Lath l ; li i Final Final it — - B�LOCKWALL APPROVALS POOLS - SPAS steel Set Backs ! s Electric Bond Footings I ( Main Drain Bond Beam 1 I Approval to Cover I I Equipment Location I i Underground Electric I 1 Underground Plbg. Test Final 1 I Gas Piping PLUMBING APPROVALS I Gas Test Electric Final Waste Lines I ; Heater Final Water Piping I Plumbing Final Plumbing Top Out ; Equipment Enclosure Shower Pans I { O.K. for Finish Plaster Sewer Lateral i [ Pool Cover Sewer Connection Encapsulation Gas Piping 1 l Gas Test I } Appliances , f I ; Final 1 l� it Final 1 +. Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole i Underground Conduit Rough Wiring 11 Low Voltage Wiring Fixtures J Main Service I1 Sub Panels 1 Exterior Receptacles G.F.I. j 1 Smoke Detectors I } Temp. Use of Power li Final Il Utility Notice (Perm) COMMENTS: W v G�. �jq �. v (V r . �jq �. v (V r -•i";'� 1 {� of a C3 10'-0' 11'-O' 21 1 2 14'-0' 13'-0' 16'-0' 17'-0' 18'-0' 19'-0' 20'-0' ir1 a N -j 8'-0' 2 10'-V Il' -0• 12'-0' - 1 8 1 8 1/2'x,024' 12'-10' N 0 C3 -� 19 21 2 2 1 - -1 4 13•-0• 13'-0' SSfOn�q ATTACHED LATTICE PATIO COVER ( WIND SPEED = 70 6 90 M.P.H.) TA RAFTEROPER EAM SIZE 3' 8' x 0_% BEAM / HEADER 3' x 8 x .042'+ CHANNE INSER BEM / H AD R a POST SPACING FOOT'G SIZE POST SPACING FOOT'G SIZE CONNI E4'[Lr- nu n AUI­nu Cl Allinki rrr. n -C1110n UP "M 1/2'x.024' 13'-5' 13'-51 1 19 21 1 2 I 2 I - - 1 412 ,024' 1-1- a 10'-0• 10'-10' 1 30'-11' 24 1 28 2 121-1- 412 - - 1 8 1 8 1/2'x,024' 12'-10' 12'-10' 19 21 2 2 1 - -1 4 313 13'-0' 12 17-1' 29'-9' 25 28 2 12-- 413 3' 2 1 8 8 1/213.024' 12'-6' 12'-6' 19 22 2 21- -1 4 313 FOR ALL DETAIL REFERENCES, SEE SHEET 11 OF 12. 12 9'-5• 29'-0' 25 29 2 2-- 413 11 2 8 1 8 1/2'x.024' 12'-1' 12'-1' 19 22 2 2-- 4 3 3 12 8'-10' 28'-1' 23 29 2 2-- 413 13 2 8 1 S. 1/2'x.024' I1'-9' 11'-9' 20 22 3 2-- 5 3 3 1.2 8'-4' 27'-7' 26 29 3 2--.513 :r-SOx1/4' 3 2 8 8 1/2'x.032' 11'-4' 11'-4' 20 22 3 2-- 5 3 3 12 1 7'-10' . 26-8' 26 30 3 2.--1513 TABLE FOOTNOTES, 3 2 8 8 1/2'x.032' U'-0' 11'-1' 20 23 3 2-- 5 3 3 12 1 7'-5' 25'-10 26 30 3 2-- 5 3 3 2 8 8 1/2'x.032' 10'-5' 10'-10• 20 23 3 2-- 5 3 3 12 1 7-00 25'-3' 26 30 13 2.-- 513 3 2 8 8 1/2'x.032' 9'-10' 10'-6' 20 23 3 2-- 6 4 4 12 1 6'-8' 24-7' 27 30 13 2-- 6 4 4 2 8 8 1/2'x.040' 9'-5' 10'-4' 20 E3 3 2-- 6 4 4 3 1 6'-5' 24'-4' 27 31 3 2-- 6 4 3 8 8 1/2'x.040' 9'-0• 10-1' 20 23 3 2-- 6 4 4 3 6'-1' 23-7-1 27 31 3 2-- 6 4 4 3 8 8 1/2'x,024' 17-6' 10-10' 17 19 2 2 - - 3 2 - - 6'-8' 22-7'1 21 24 2 2 - - 3 2 - - 8 8 1/2'x.024' 9'-8' 30'-5' 17 19 2 2 - - 3 2 - - 6'-2' 21'-8' 21 24 2 2 - - 3 2 - 8 8 1/2'x.024' 8'-11' 10'-0' 17 19 2 2 - - 4 3 - - 5'-8' 20'-10 22 25 2 2 - - 4 2 - - 8 8- 1/2'x024' 8'-4' 9'-8' 17 20 2 2-- 4 3 3 12 5'-3' 20'-1' 22 25 2 2-- 413 3 2 8 8 1/2'x.032' V-9' 9'-4' 17 20 2 12-- 4 313 12 1 4'-11' 19'-5' 22 23 2 2-- 413 3 2 8 8 1/2'x.032' 7'-3' 9'-0' 17 20 2 2 -1 4 313 12 1. 4'-B' 18-9' 22 25 2 2-- 413 3 2 8 8 1/2'x.032' 6'-10• W-9' IB 20 3 2-- 5 3 3 2 4'-4' 18'-3' 23 26 3 2-- 5 3 3 2 8 8 1/2'x,040' 61-5' 8'-6' 18 20 3 2-- 5 3 3 2 4'-1' 17'-8' 23 26 3 12-- 513 3 c 8 8 1/2'x.040' 6'-1' 8'-3' 18 21 3 2 - - 5 3 3 2 3'-10' 17'-3' 23 26 13 2; - - 513 13 12 8 8 1/2'x.024' 7'-3' 9'-0' 16 18 2 2 - 3 2 - - 4'-6' 18'-9' 20 23 2 12 - - 312 - 8 8 1/2'x,024' 6'-8' 8'-8' 16 18 2 2 - - 3 2 - - 4'-2' 18'-0' 20 23 12 2 - - 31,2 8 8 1/2'x.032' 6'-2' W-4' 16 18 2 2 -1-1 4 2 1-1-1 3'-10' 17'-4-1 20 23 2 2 - - 4 2 8 8 1/2'x.03E' 5'-9' 8'-0' 16 18 2 2 -1 4 313 12 1 3-7' 16'-8' 20 23 2 2-- 4 3 3? 8 8 1/2'x.032' 5'=4' 7'-9' 1 16 19 2 2-- 4 3 3 2 3'-4' 16'-1' 21 24 2 2-- 4 3 3 2 8 8 1/2'x.040' 5'-0' 7'-6' 17 19 2 2 - - 4 313 2 1 3'-1' 15'-7' 21 24 2 2 - - 4 3 3 P. 8 8 1/2'x.040' 4'-8' 7'-3' 17 19 3 2 - - 5 313 12 1 2'-11' 15'-1' 21 24 3 21- - 5 3 3 2 8 8 ` -.- OTSSRKEEITPOTSHAL BPRMTED. POST SHALL BE SET BACK A MINIMUM OF 4' FROM EDGE OF SLAB. C/3 N 21543 p c� FX . 9 30.20 CMS F��P E OF CP��E� sop 3 1/2' THK. CONC SLAB, OPTIONAL FOOTING WHERE SEE TABLE A 20'-0' MAX. PROJECTION RAFTER SEE TABLE \ A ANI< B FOR SIZE AND SPACING SHT. 11 POST P13SpTp TYPES p 6 �/ x App2..4' VS% (8)2j 1224xS6611.5�//2• m 3'SA32p�pV/ CB`g4 14xSJ1.S.2' © x Apf.4 ITI C12)2�N 214 S6lI�S/2• 3'S ST VS% (12)-# 214 S.M.S. NOTE, POST TYPES � AND Q ARE USED FOR SLAB CONDITIDN. POST TYPES 0 AND Q ARE USED FOR FOOTING CONDITION. 2'x 6 1/2' RAFTER TABLE B FASTENERS / ANCHOR BOLT CONNECTION RAFTER T BEAM CONNECT ON RAF• WIND SP D=70 MPH WIND SPEED=90 MPH VD I a RAFTER TD BEAM RAFTER TO BEAM a N SLI 8'-0' 424' A24' .024- OR TEKS' g'-0. A24' .024' ,024' :A. LEG a 10'-0• .024' .024' .024' 7 11'-0' 424' A24' .024' (4 -TOTAL) 12'-0' 424' .024' ,032' 1/2'EKIL A. V/ a 2>-110SMS (2)-N10SMS (2)-N10SMS 13'-0' .032' .032' .032' O I 14'-0' 432' .032' .032' ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. 15'-0' A32' .032' .040' _ N TABLE C 2NiU)SMS (2)-NLOSMS (2)-N10SMS cn-sl0SMS OR TEKS' lO �2 al O2 :A. LEG EA. LEG EA. LEG EA. LEG ` OSTC4-TOl L ASH'R PL 3/8'.0x2- 4 -TOTAL) (4 -TOTAL) (4 -TOTAL) (4 -TOTAL) /2'EMB. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL'BE 1/2'EKIL A. V/ a 2>-110SMS (2)-N10SMS (2)-N10SMS (2)-*ICSMS EXPANSION BOLTS SHALL BE HILTI KVO( BOLTS KB II CARBON STEEL OR EQUAL 9'-0' A24' 024' 024' O OR TEKS EA.SIDE OF :A LEG OR TEKS EA.SIDE OF EA. LEG ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. POSTS MAY BE ATTACHED 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED; - TO CONC. SLAB, I.E., PROJECT, POST SPACING, FOOTING DETAIL, ETC d 17-0' 424' OE4' 032' 1AFTER ® RAFTER POST POST POST FOR ALL DETAIL REFERENCES, SEE SHEET 11 OF 12. 4 -TOTAL) (4 -TOTAL) (4 -TOT.) (4 -TOT.) (4 -TOT.) (4 -TOT.) POST BASE CONNECTION WIND SPEED=70 MPH VIND SPEED -90 MPH VD SPEED=70 VD SPEED=90 L(2) -1/4'x L(2)-3/8' L(2) -3/8'x L(2) -3/8'x ON SLAB ON FTG, ON SLAB ON FTG. 2'EMB. DN SLAB T ON SLAB TEKS I'EA.STIEDEKSOJEA.SIDE R OR TEKS OR TEM ;IDE OF OF EA.SIDE T POST POST POST fOT.) (4 -TOT.) C4 -TOT.) _ (4 -TOT 16'-0' 432' .040' .040' 8 'R TEKS ANCHOR OR TEKS' OF J® NO. 99-20618 EA.SIDE OF S DEPLLLABBTELLS P3O�SpT' 3. EA.SIDE OF 02/ 3'SO1x. A S ` 046, AT FAOTING, 8'-0' A24' .024' 024' OST(4-TOT BOLT. OSTC4-TOl L ASH'R PL 3/8'.0x2- ASWR PLT. L 3/8'/x2 - x6 = /2'EMB. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL'BE 1/2'EKIL A. V/ a ALV. V/1• GALV. V/1' 16'-0' 432' .040' .040' ALUMINUM DESIGN AND STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM ANCF13R ANCHOR ANCHOR STL.;GALV. J® NO. 99-20618 ALV. S DEPLLLABBTELLS P3O�SpT' 3. GALV. 02/ 3'SO1x. A S ` 046, AT FAOTING, 8'-0' A24' .024' 024' FOR SIDE PLATES SEE BOLT. BOLT. BOLT. ASH'R PL FILL. DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F. ASWR PLT. ALL STEEL MEMBER SHALL BE HOTDIP GALVANIZED OR ELECTROPLATED AND VASH'R PLT. CONFORM TO A.S.T.K A-446, GRADE C. 6 ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL'BE (2)-N10SMS (2)-#12SM (2)-N12SMS (2)-N14SMS SHALL BE BOLT DIAMETER PLUS 1/16' MAXIMUM. 7. EXPANSION BOLTS SHALL BE HILTI KVO( BOLTS KB II CARBON STEEL OR EQUAL 9'-0' A24' 024' 024' O OR TEKS EA.SIDE OF OR TEKS EA.SIDE 0 OR TEKS EA.SIDE OF OR TEKS EA.SIDE OF ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. POSTS MAY BE ATTACHED 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED; - TO CONC. SLAB, I.E., PROJECT, POST SPACING, FOOTING DETAIL, ETC d 17-0' 424' OE4' 032' OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED VITH ANY TYPE OF SOLID ® POST POST POST POST FOR ALL DETAIL REFERENCES, SEE SHEET 11 OF 12. 11'-0' A32' .032' A32' (4 -TOT.) (4 -TOT.) (4 -TOT.) (4 -TOT.) L(2) -1/4'x L(2)-3/8' L(2) -3/8'x L(2) -3/8'x Gj2 032' 032' ® 2'EMB. 1/2 EMB 2 1/2'EMB. 2 1/2'EM3. J' 13'-0' A32' .032' .040' BOLT W/1R. ' BOLT W/ BOLTOW/ ANCHOR 14'-0. .040' :r-SOx1/4' 1'SQxl/4' 1'SQ.xl/4' 1'SO,xl/4' .040' .040' STL.GALV. STL. GALV STL. GALV. STL. GALV. TABLE FOOTNOTES, WASH. PLT WASH. PLT WASH. PLT. WASH. PLT. 1. POST MAY BEAR ON CONCRETE SLAB, ASSEMBLY INSTRUCTIONS, SAFTY STAKE OR ABESCO ANCHOR. 2. POST TYPES m AND ® MAY BE USED WO® SCREWS, FOR DOUGLAS FIR LARCH (NORTH) OR G S 0.6, THE PART OF THE AT CONCRETE SLAB, SAFETY STAKE OR LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN EIGHTS THE DIAMETER ABESCO ANCHOR. POST TYPES 0 AND OF THE SHANK AND THAVRECEVIING THE THREADED PORTION SHALL BE ABOUT ® SHALL SE USED AT FOOTINGS. SEE SEVEN EIGHTS TF,E DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. THE WOOD SCREW SHALL BE INSERTED IN ITS LEAD_HOLE BY TURNING WITH A SCREW- POST TYPE•SCHEDU_E, THIS SHEET. DRIVER OR OTHER TOOL, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER :. TOTAL MINIMUM NUMBER OF M10 SHEET LUBRICCANT SHALL BE USED ON THE WOOD SCREWS OR IN THE LEAD HOLES TO METAL SCREWS PER POST TO BEAM C13NNECTMN FOR DETAILS ® AND ®. FACILITATE INSECTIONAND TO PREVENT DAMAGE TO THE WOOD SCREW. LAG SCREWS, THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 70 PERCENT IN WOOD FOR DOUGLAS FIR LARCH (NORTH) AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE WOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING VITH 20'-0' MAXIMUM A SCREWDRIVER OR OTHER TOOL, NOT BY DRIVING WITH A HAMMER. SOAP OR PRIJLLILUN 24 MAX OTHER LUBRICANT SHALL BE USED ON THE WOOD SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE WOOD LATTICET OVERRAIU SCREW. �� GENERAL NOTES AND SPECIFICATIONS, EXISTING' '"• RESIDENCE - FOR MINIMUM LENGTH OF LATTICE a t r PATIO COVER SEE TABLE A, SHT. 1103 MINIMUM NUMBER OF POSTS. r , day{ t N, v �. NOTE, THIS OPEN LATTICE -TYPE STRUCTURE MAY &a BE ENCLOSED. OPEN LATTICE -TYPE PATI❑ COVER SCALE, NTS 3 1/2' THK. CONC. SLAB, CROSS - SECTION SCALE, NTS - 1. ALUMINUM DESIGN AND STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM F E FOX ENGINEERING INC. -, JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER (562) 8060 TELEGRAPH RD. DOVNEY, CA.90240 806-1337FAX,927-2509 BUILDING CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL. 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED J® NO. 99-20618 THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR S DEPLLLABBTELLS P3O�SpT' 3. GREATER YIELD AND ULTIMATE STRENGTHS. ALL SHALLCRETE HAVE28 DMIW]`UMPTHICKNESS HS COCON 02/ 3'SO1x. A S ` 046, AT FAOTING, AESSIVE ND SANGTH LL BE IN P.S.I. RETE ALL HAVE 3M 1/2' FOR SIDE PLATES SEE GOOD CONDITION. SOIL OST TYPES, L DitTAIL 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED OR CERTIFIED ' SHT. 11 FILL. DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F. �. 5. ALL STEEL MEMBER SHALL BE HOTDIP GALVANIZED OR ELECTROPLATED AND CONFORM TO A.S.T.K A-446, GRADE C. 6 ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL'BE MAX; POST HEIGHT GALVANIZED STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO A.S.T.M. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16' MAXIMUM. 7. EXPANSION BOLTS SHALL BE HILTI KVO( BOLTS KB II CARBON STEEL OR EQUAL PER LC.BD. E.R. NO. 4647. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF 6 BOLT DIAMETERS NOTE, 8, EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. POSTS MAY BE ATTACHED 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED; - TO CONC. SLAB, I.E., PROJECT, POST SPACING, FOOTING DETAIL, ETC OR CONC FOOTING. 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED VITH ANY TYPE OF SOLID MATERIAL AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER LCB.O. CRITERIA.-- RITERIA:•_11. 11. FOR ALL DETAIL REFERENCES, SEE SHEET 11 OF 12. I.C.B.❑. E.S. EVALUATION 5580 REPORT NO. IMTL -99 F E FOX ENGINEERING INC. -, JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER (562) 8060 TELEGRAPH RD. DOVNEY, CA.90240 806-1337FAX,927-2509 LATTICE -TYPE ATTACHED PATIO COVER WITH 24' MAX. OVERHANG LL.= 10, 20, L 30 PSF WIND SPEED -70 L 90 M.P.FI LATTICE PATIO COVER, AS MFG. BY, UNITED DURALUME PRODUCTS, INC. 350 S. RAYMOND AVE. FULLERTON. CA 92631 PHONE, (714) 773-4011 J® NO. 99-20618 VAX ON 1 OF 12 SHEET ATT PROJECTION RAFTER INCLUDES SIZE 24' MAXIMUM 11'-0' 2'x6 1/2'x.024' 24'11C.OVERHANG CE PATIO & 25 10'-0' 2'x6 1/23L024' V-3' 10'-4' 7 11'-0' 2'x6 1/2'x.024' 5'-9' 10'-0' 32 12'-0' 2'x6 1/2'x.032' 5'-5' 9'-8' 171-1 131-0' 2'x6 1/2'3L032' 5'-1' 9'-4' t a 141-W 2'x6 1/2'x.032' 4'-9' 9'-1' -9 15'-0' 2'x6 1/2'x.040' 4'-6' 8'-10' 6- 161-V 2'x6 1/2'x.040' 4'-3' 8'-7' 3 171-V 2'x6 1/2'x.040' 4'-0' 8'-4' 4 4 18'-0' 2'x6 1/2'x.042' 3'-10' W-1' 5'-5' 19'-0' 2'x6 1/2'x.042' 3'-8' 7'-u' 4 20'-0' 2'x6 1/2'x.042' 3'-6' 7'-8' 8/ 12 8/ 12 8'-0' 2'x6 1/2'x.024' 7'-3' 30'-4' 3 9'-0' 2'x6 1/2x.024' 6'-0' 10'-0' 21'-7' 10'-0' 2'x6 1/2'x.024' 6'-3' 6'-8' N 111-0' 2'x6 1/2'x.024' 5'-9' 9'-8' 1 12'-0' 2'x6 1/2'x.032' 5'-5' 9'-4• N 13'-0' 2'x6 1/2'x.032' 5'-1' 9'-0' 34 14'-0' 2'x6' 1/2'x.032' 4'-9' 8'-9' .J 131-4' 2'x6 1/2'3L040' 4'-6' 8'-6' 26 16'-0' 2'x6 1/2'x.040' 4'-3' 8'-3' 5 8'-0' 2'x6 1/2'x.024' 7'-3' 9'-0' a 9'-0' 2'x6 1/2'x 024' 6'-8' 8'-8' a 10'-0' 2'x6 1/2'x.032' 6'-2' W-4' 915 11'-0' 2'x6 1/2'x.032' 3'-9' 8'-0' N J 12'-0' 2'x6 1/2'x.032' 5'-4' 7'-9' -�1 13'-0' 2'x6 1/2x.040' I 5'-0• 1 7'-6' - 14'-0' 2'x6 1/2'x.040' 1 4'-8' 1 7'-3' & 25 25 16 3 3 21 7 414 2 1 6'-3' 23'-11 32 1 32 6- 1 3 2 171-1 41 2 8/ 1218 / 12 25 27 6 4 3 2 8 41 4 3 1 5'-9' 23'-1' 33 33 6- 3 2 8- 4 3 8/ 12 8/ 12 25 25 7 4 4 2 8 41 4 3 1 5'-5' 22'-3' 33 33 7- 4 2 8- 4 3 8/ 12 8/ 12 25 25 7 4 4 3 9 515 3 1 5'-1' 21'-7' 33 33 7- 4 3 9- 5 3 8/ 12 8/ 12 26 26 8 4 4 3 9 515 3 1 4'-9' 20'-11' 34 34 8- 4 3 9- 5 3 8/ 12 8/ 12 26 26 814 4 3 10 51 5 13 1 4'-6' 20'-4' 34 34 8 - 4 3 10 - 5 - 8 / - 8 / - 26 26 915 5 3 10 fil 6 13 1 4'-3' 19'-9' 34 34 9 - 5 3 10 - 5 - 8 / - 8 / - 26 26 9 5 5 3 11 61 6 14 1 4'-0' 19'-3' 35 35 9 - 5 9 11 - 6 - 8 / - 8 / - 26 26 9 5 5 3 11 616 14 1 3'-10' 18'-9' 35 35 9 - 5 3 11 - 6 - 8 / - 8 / - 27 27 10 5 5 3 12 616 14 1 3'-8' 18'-4' 35 35 10 - 15 3 12 - 6 - 18 / - 8 / - 27 27 10 6 5 3 12 717 ANCHOR 14 3'-6' 17'-11' 35 35 to - 5 13 12 - 7 - 18 / - 8 / - 23 23 5 3 3 2 6 31 312 /3'x1/4' 7'-3' 22'-7' 30 30 5- 3 12 16- 1 3.2 ASH. PLT. 8/ 1218 / 12 24 24 6 3 3 2 7 4 4 2 6'-8' 21'-8' 30 30 6- 6 2 7- 4 2 8/ 1218 / 12 24 24 6 3 3 2 7 4 4 2 6'-3' 20'-10 31 316 6 2 7- 4 2 8/ 12 8/ 12 25 25 6 4 3 2 8 4 4 3 5'-9' 20'-1' 31 31 6- 6 2 8- 4 3 8/ 12 8/ 12 25 25 7 4 3 2 8 5 4 3 5'-5' 19'-5' 32 31 7- 7 2 8- 4 3 8 '/ 12 8/ 12 25 25 7 4 4 3 9 5 5 3 5'-1' 18'-9' 32 32 7- 7 3 9- 5 3 8/ 12 8/ 12 25 25 8 4 4 3 9 5 5 3 4'-9' 18'-3' 32 32 8- 8 3 9- 5 3 8/ 12 8/ 12 26 26 8 4 4 3 10 5 5 3 4'-6' 17'-8' 32 32 8 - 8 3 10 - 5 - 8 / 12 8 / 12 26 26 9 5 5 3 10 6 5 3 4'-3' 17'-3' 33 33 9 - 9 3 10 -15 - 8 / 12 8 / 12 22 22 513 3 2 6 3 3 2 7'-3' 18'-9' 28 26 5 3 3 2 6 3 3 .2 8/ 8 e/ e 23 23 16 13 3 2 1 7 4 4 2 1 6'-8' 18'-0' 29 29 6 3 3 2 7 4 4 2 8/ 8 8/ 8 23 23 613 3 2 7 4 4 P. 6'-2' 17'-4' 29 29 6 3 3 2 7 4 4 2 8/ 8 e/ e 23 23 2 8 4 4 3 5'-9' 16'-8' 29 29 6 4 3 2 8 4 4 3 8/ 8 8/ 8 23 23 %44 3 8 4 4 3 5'-4' 16'-1' 30 30 7 4 4 2 8 4 4 3 8/ 8 8/ 8 24 24 3 9 5 53 5'-0' 15'-7' 30 30 7-43 9-5 3 8/ 128/ 12 24 24� 4 9 5 5 3 4'-8' 15'-1' 30 30 8- 4 3 9- 3 3 19/ 121'8_ / 12 GENERAL NOTES AND SPECIFICATIONS, 1. ALUMINUM DESIGN AND STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM BUILDING CODE AND THE 1982 EDITION OF THE ALUMINUM CONSTRUCTION MANUAL. 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. CONCRETE SLAB SHALL HAVE 3 1/2' MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SOIL OR CERTIFIED FILL. DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F. 5. ALL STEEL MEMBER SHALL BE HOT -DIP GALVANIZED OR ELECTROPLATED AND CONFORM TO A.S.T.M. A-446, GRADE C. 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO A.S.T.M. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16' MAXIMUM. 7. EXPANSION BOLTS SHALL BE HILTI KVIK BOLTS KB II CARBON STEEL OR EQUAL PER I.C.B.O. E.R. NO. 4647. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF 6 BOLT DIAMETERS. 8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, I.E., PROJECT, POST SPACING, FOOTING DETAIL, ETC, 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER I.C.B.O. CRITERIA. 11. FOR ALL DETAIL REFERENCES, SEE SHEET 11 OF 12. TABLE FOOTNOTESi FASTENERS / ANCHOR BOLT CONNECTION TABLE C POST TYPES RAFTER TBEAM CONNECTION 31Sa POST + (2)-2'x 6 1/2' RAFTER TO 3EAM CONNEC TON VIND SPEED -100 MPH WIND SPE D=110 MPH VD SPEED -100 VD SPEED=110 n.11'-0' C3 r TO TO BEAN TO RAFTERI TO BEAN 13N SLABI ON FTG. ON SLAB ON FTG. aRAFTER 13-0. CCZ #� S C2) -014S C2 LE SMS (02/)-114 SMS J 14'-0' 432' .040' .040' 15'-0' 440' .040' .040' 16'-0' 440' .040' oll)."T C4 -TOTAL) E - C4 -TOTAL) .024' .032' 9-0' 432' .032' (2)-#IOSMS (4"12SM (2)-#14SN (4)-#12SMS EASIDE OF ® a 22 0 0 A32' EASDIE OF V/l/8'x 1 W/1/8'x V 440' 3'x8'x.040' 040' 3'x8'x.040' E-. RAFTER SGL WASH0 RAFTER SGL WASHER 14'-0' V/ INSERT, SEE 042' V/ INSERT, SEE of EA SJM EA S.KS. ® F�aj FTE F�Oj OTE (4 -TOTAL) (4 -TOTAL) POST' BASE CONNECTION WIND SPEED=100 MPH WIND SPEED=110 MPH VD SPEED=100 VD SPEED=110 N SLAB ON FTG. 13N SLAB ON FTG. SLAB ON FTG. ON SLAB ON FTG. 7O hON (2)-#12SMS (2)-#12SMS & (2)-#14SMS (2)-#12SMS OR TEKS OR TEKS OR TEKS OR TEKS 5� EA.SIDE OF EASIDE OF 8 EA.SIDE OF EA.SIDE OF E� POST POST POST POST 4-707.) (4 -TOT.) (4-TOT.)L C4-TOTJL LCl)-3/8'v LCl}-3/8'/ r, 3/819x2 1/2 3/8' x2 1/2' x2 1/2' x2 1/2' EMBED. A.H. EMHI�D. A.B. y EMBER EMBED. x GALV. V/ V GALV. W/1' ANCHOR ANCHOR y SG.xl/4'STL SQ.xI/4'STL BOLT. HOLT. GALV. GALV. W/3'x1/4' /3'x1/4' VASH'R PLT. VASH'R PLT. WASH PLT. ASH. PLT. 2 OR) #14SMS L.L.40 LL. -10 TEKSM (2)-5/8'/ M.Ss (2)-5/8'/ M.B. O DE OF DE OF L L POST POST 6 (2)-3/4' 0 x8 (2)-3/4' % x81 ® 4 -TOT.) (4 -TOT.) CONC. EMBED. CONC. EMBED. 2)-1/2, A.B. AB. L2' x3 1/2' -' LL= 20 30 � LL.= 20 30 � A CHOR EMBED. � (2)-1/2D.' N.H. (21~1/2' M B. LT V/ ANCHOR y L C2)-3/4' / L C2)-3/4' p /4' STL BOLT W/ x 8' .CONC. x S' CONC. LV. 1/4' STL EMBED. A.B. EMBED. A.H. ASH PLT GALV. WASH. PLT. 1. POST MAY BEAR ON CONCRETE SLAB, 2. POST TYPES Q] AND ® MAY BE USED AT CONCRETE SLAB.POST TYPES ® AND ® SHALL SE USED AT FOOTINGS. SEE POST TYPE SCHEDULE, THIS SHEET. 3. TOTAL MINIMUM NUMBER OF #10 SHEET METAL SCREWS PER POST TO BEAM -;RqONNECTION FOR DETAILS ® AND ® . Ss�p N A l Eh �.`D F r c STl�TEOFCR 4. FOR 3' X 8' X 440' BEAM V/ INSERT, USE m FOR L.L= 10 PSF, 16' MAX. PROJECTIONI USE ® FOR LL =20 PSFI IH FOR L._=30 PSF NOTE, POST TYPES m AND ® ARE 12' MAX. PROJECTD3N1 ® FOR L.L.=30 PSFI USED FDR SLAB CONDITION. POST TYPES 14' MAX. PROJECTIONS AND DETAIL ® V/(2)- m AND m ARE USED FOR FOOTING 5/8'0 M.B. TO EACH BEAM HEADER TO POST.' CONDITION. 5. FOR 3' �8' x.040' BEAM V/ INSERT USE 2'x 6 1/2' RAFTER TABLE B DETAIL l6J SHEET 11 FOR POST BASE CONN. THICKNESS L SPACING L DETAI[[' O2 SHEET It FOR POST/BEAN ECTION 20"O.C. HEADER CONN. 8'-0' 424' .024' .024' NOTE, POST TYPES E1 AND 3❑ ARE USED FOR SLAB CONDITION. POST TYPES O2 AND F± ARE USED FOR FOOTING CONDITION. NOTEi NO CRACKS WITHIN 2'-6' OF POSTS SHALL BE PERMITTED. POST SHALL BE SET BACK A MINIMUM OF 4' FROM EDGE OF SLAB. POST TYPES 424' 31Sa POST + (2)-2'x 6 1/2' .024' x .0pp2,,4' V/ (8)-# 14 S.M.S. 10'-0' © 3x S0S024AS (8)24 124xcSM.S�61/2• .024' © x•NU (121-i 214 S6K1S/2. n.11'-0' C3 3*%2P V% (1 P 21t S.NS2• NOTEi NO CRACKS WITHIN 2'-6' OF POSTS SHALL BE PERMITTED. POST SHALL BE SET BACK A MINIMUM OF 4' FROM EDGE OF SLAB. I.C.B.O. E.S. EVALUATION REPORT N❑. 5580 9'-0' 424' .024' . .024' rci 10'-0' 424' .024' .032' . n.11'-0' C3 432' .032' .032' a 12'-0' 432' .032' .03L- 13-0. 432' .032' .040' J 14'-0' 432' .040' .040' 15'-0' 440' .040' .040' 16'-0' 440' .040' .042' 8'-0' 424' .024' .032' 9-0' 432' .032' .032' a 10'-0' 432' .032' .032' 9 11'-0' A32' .032' .040' 440' 040' 040' d13'-0' 440' 040' 1 .040' 14'-0' 440' 042' .042' I.C.B.O. E.S. EVALUATION REPORT N❑. 5580 a*r F F❑X ENGINEERING INC. E JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER (562)SHEET 8060 TELEGRAPH RD. DOWNEY, CA.90240 806-1337FAX,927-2509 LATTICE -TYPE ATTACHED PATIO COVER WITH = 10 ,20X. O.H. P.S.F. I WIND SPEED -100 L 110 M.P.H. LATTICE PATIO COVER, AS MFG. BYs UNITED DURALUME PRODUCTS, INC. 350 FULLS. RAYMONDAVE. PHONE (714) 773-4011 .AB NO. 99-2061 2 OF 12 KK