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12005 (SFD)4 P.O. BOX 15041 N o . x.200 5 Building 49-512 Wa Amistad 78-105 CALLE ES�•ADO Address LA QUINTA, CALIFORNIA 92253 Owner Roger Srelle sberger M ASSOC4 Ates BUILDING: TYPE CONST. OCC: GRP. Mailing Address 48-117 Via THermosa A.P. Number 617-672-053 City Zip Tel• Lot 53 Tract 20052-3 Phase 1 La Cu$nta, CA 322'53 564-6135 Legal Description Contractor Project Description SFD Plan 4R The Trider Corporation Address 48-300 Vista De Nopal City Zip Tela La 'Quinta, CA 1 92253 564-6136 State Lic. City X56519 & Classif. Lic. # 2866 Sq. Ft. 1562 No. No. Dw. Arch:, Engr., Size Stories Units Designer New CJ: Add ❑ Alter ❑ Repair ❑ Demolition ❑ Address Tel. City Zip State Lic. # LICENSED CONTRACTOR'S.DECLARATION I hereby affirm that I am licensed-under,provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and_'Professior<s Code, and mylicense is in full force and effect. vr`'.✓ SIGNATURE DATE OWNER -BUILDER DECLARATION Estimated Valuation I hereby affirm that I am exempt from the Contractor's License Law for the following }S 137 aQ reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to thconstruct, alter, improve, demolish, or repair any structure, prior to its issuance also AMOUNT requires e applicant for such permit to file a signed statement that he is licensed pursuant to PERMIT - the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or thathe is exempt therefrom, and the basis 'for the, alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit Plan Chk. Dep. _ subjects the applicant to a civil penalty of not more than five hundred dollars ($500). Plan Chk. BBI. 513.10 ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Const599.00 Professions Code: The Contractor's License Law does not apply to an owner of property who .C builds or improves thereon and who does such work himself or through his own employees, Mech. 62.00 provided that such 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 Electrical 127.25 of proving that he did not build or improve for the purpose of sale.) O 1, as owner of the property, am exclusively contracting with licensed contractors to con- Plumbing 150.00 struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law �! does not apply to an owner of property who builds or improves thereon, 'and who contracts for .S.M.I. A 7. 10 such projects with a contractor(s) licensed. pursuant to the Contractor's License Law.) Grading 60.00 ❑ 1 am exempt under Sec. B. & P.C. for this reason Driveway Enc. --t��- Date Owner Infrastructure 2j028.08 - WORKERS' j028.0S'WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. _ TOTAL rJU . 5 3 CERTIFICATE OF EXEMPTION FROM REMARKS WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) lIJ3 } .4;A. f $�• 91 Aj7` ,� #- s.�atttf 3� �� I certify that in the performance of thg 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. Date Owner NOTICE TO APPLICANT: If, alter making this Certificate of Exemption you should become ZONE: BY: subject to the Workers' Compensation provisions of the Labor Code, you must forthwith Minimum Setback Distances: comply with such provisions or this permit shall be deemed revoked. Front Setback from Center Line Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Side Setback from Property Line Lender's Name Lender's Address FINAL DATE INSPECTOR This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. Issued by: Date Permit I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above-. mentioned property for inspection purposes. Validated by: Signature of applicant Date Mailing Address Valid? -ion: } City, State, Zip I CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST.F.L. SO. FT. @ $ UNITS SLAB GRADE ROUGH PLUMB. BONDING YARD SPKLR SYSTEM 2ND FL. SO. FT. @ ti SEWER OR SEPTIC TANK ROUGH WIRING. MOBILEHOME SVC. BAR SINK POR. SO. FT. @ GAS (ROUGH) METER LOOP GAR. SO. FT. @ POWER OUTLET ROOF DRAINS GAS (FINAL) TEMP. POLE DRAINAGE PIPING CAR P. SO. FT. @ GROUT WATER HEATER WALL SO. Ff. @ FINAL INSP. DRINKING FOUNTAIN. BOND BEAM WATER SYSTEM URINAL SO. FT. @ =$ LUMBER GR. ESTIMATED CONSTRUCTION VALUATION $ FINAL INSP. WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER VENTILATION GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED FIRE ZONE ROOFING LAUNDRYTRAY AIR HANDLING UNIT CFM FIREPLACE KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE,TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. @ c BATH TUB SO. FT. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID @ 11/4 c SEWAGE DISPOSAL SO.FT.GAR @ 3/ac HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR GOND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.IEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ =$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS ` GARDEN WALL FINAL CITY OF LA QUINTA DqPARTMENT OF PLANNING & DEVELOPMENT CIA 1 BUILDIINNG-2246 DIVISION -24-HOUR NOTICE FOR INSPECTIONS Owner Roger Snellenberger & Associates Contractor The Tri d r Corporation Pwmit Number 12 0 0 5 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 48-512 Via Amistad SFD TYPE OF INSPECTION DATE INSP. FOUNDATION & SETBACK FOOTING STEEL MAIN GROUND SYSTEM GROUND PLUMBING OU NUTPOUR CONCRETE UNTIL ALLABOVE HAS BEEN SIGNED JOISTS & GIRDERS ELECTRICAL GROUND WORK T- DO NOT POUR CONCRETE UNTIL AL_L_ABOVE HAS BEEN SIGNED ROUGH ELECTRIC ROUGH PLUMBING ROUGH GAS & GAS TEST HEATING & VENT- A/C FIREPLACE ROOF a O.K. TO WRAP GROUT ❑ 4' ❑ 8' FRAMING (� INSULATION 3 �P PRE -ROOF COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED DRYWALL INTERIOR EXTERIOR LATH J ?4t Z POOL PRE PLASTER POOL FENCE & GATE SEWER SEPTIC TANK FINALS ELECTRICAL PLUMBING kf FINAL GAS TEST HEATING - A/C Nl HOUSE NUMBERS JOB COMPLETED TEMP POWER �r \ ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING 4 U JPI LIP, C urs V� io n is �I I ut toan hafjot�' t This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building' Code certifying that at time of issuance this structure was in -compliance with the'vairious. ail' ! ! ordinance's of the City regulating building construction or use. For the folio, w'in' g�: BUILDING ADDRESS 48-512 Via Amistad ;Ilii i Use Classification Single Family Dwelling Bldg. Permit No. 12605 Group R3 Type Construction VN Fors'Z6118 Use Zone SR Owner of Building Snellenberger & -Associate%ddress' 55-691; Pebble Beach City La Quinta, CA 92253 Richard Kirkland By'. Date -July 12,' 1993 Building Official POST IN A OOWW"CUOUS PLACE MiRM MW MM Owl low IM Car- iSe RAFTEROVERHANG SEE TABLE DWG. PPC -3 8- BEAM OR 8' BEAM W/INSERT, SEE TABLE A' DWG. PPC -4 Pe COLUMN HT. SEE PIP i I' PERGOLAATTACHED PATIO (WITH LATTICE COVERING) pPOtISVn... GENERAL NOTES & SPECIFICATIONS ,� a Ca I11I91 y. 1. ALUMINUM DESIGN STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM BUILDING CODE AND 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 e STRENGTHS. 3. ALL CONCRETE SHALL -HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. CONCRETE SLAB SHALL HAVE 3 1/2- MINIMUM, THICKNESS AND SHALL BE IN GOOD CONDITION.- 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL DESIGN VERTICAL SOIL BEARING PRESSURE - 1000 PSF. 5. ALL STEEL MEMBERS jHI4U BE HOT DIP GALVANIZED OR ELECTROPLATED AND CONFORM TO ASTM SPEC. A-446 GRADE C. ,t. �•2J'o,••_•�,;_�,�, 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED, STAINLESS I 3004-H36 ALUM. = BEAM/RAFTER ' 1 N ' rp < FOR THICKNESS s; SEE TABLES 3004-H36 ALUM. RAFTER/SIDEPLATE Q 1-1/2- SQUARE .125- °D OR , 2' SQUARE ' • f � .10' co - n .o .018' .20' .10' 3004-H36 ALUM: 6061-T6 ALUM. LATTICE ® • BEAM INSERT Q .040' ® 6063 -TS AND ^i _ 3004-H36 ALUM. .048' • STEEL �};6 'o 4pa a STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO AS SPEC. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16 IN. MAXIMUM. 7. EXPANSION ANCHORS INTO CONCRETE SHALL BE ICBO EVALUATION SERVICE, INC., RECOGNIZED AND - - 3004-H36 ALUM. = BEAM/RAFTER ' 1 N ' rp < FOR THICKNESS s; SEE TABLES 3004-H36 ALUM. RAFTER/SIDEPLATE Q 1-1/2- SQUARE .125- °D OR , 2' SQUARE ' • f � .10' co - n .o .018' .20' .10' 3004-H36 ALUM: 6061-T6 ALUM. LATTICE ® • BEAM INSERT Q .040' ® 6063 -TS AND ^i _ 3004-H36 ALUM. .048' • STEEL �};6 'o 4pa a STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO AS SPEC. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16 IN. MAXIMUM. 7. EXPANSION ANCHORS INTO CONCRETE SHALL BE ICBO EVALUATION SERVICE, INC., RECOGNIZED AND - Fsf'01A, 2° SHALL HAVE THE MINIMUM VALUES INDICATED IN TABLE 'C'. MINIMUM CONCRETE EDGE DISTANCE - IS SIX (6) INCHES. _ 8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSIBILITY. - - - - - - - - - - ``ggtOM,«-C QO pPOtSI[+�Q yr 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED. (i.e. PROJECTION, POST SPACING, FOOTING DETAIL, ETC.). -• - -L" N 7469 p _ 10. LATTICE TYPE COVERS SHALL NOT BE ENCLOSED, FREESTANDING COVERS OF ALL TYPES SHALL NOT BE ENCLOSED. I �. lOf tO� t • 11. THE LATTICE TYPE STRUCTURES SHALL NOT BE COVERED WITH ANY TYPE OF SOLID MATERIAL AS THE* HAVEBEEN TO THE HORIZONTAL PROJECTED AREA OF THE LATTICE,. RAFTERS,'- TYPICAL '4' "BRACKET Q (APPLIED BDESIGN EAMS, I.C.B.O. A. �. ICBO EVALUATION SERVICE -INC. REPORT 1841F ' PERGOLA PATIO -COVER DRAWN BY: R2°SC=:"NETHE & ASSOC.,INC. i OCT. 20, 1995 3004-H36 @ ATTACHED COVERS 6063-T6 ALUM. OR A-446 GRADE 'C' GALVANIZED STEEL @ FREESTANDING COVERS. I COLUMN/POST Q 04 - 60 3-T - AN - Al. _ .048' 0 STEEL s .• ----------- 4 r TYPICAL "U" BRACKET CITY OF LAlJiINIA BUILDING & SAFETY DEPARTMENT ` CONDITIONALLY ` t ACCEPTED FOR CONSTRUCTION SUBJECT TO INSTALLATION AS PER AND ALL APPLICABLE CODES BY AA0 AMMINUM INDUSTRIES, 11-11C. 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9060 !' WING DESCRE.MON GENERAL NOTES, DRAM.P MQ BER ISOMETRIC AND , PPC =1 PART DETAnS B�•=o If _g ALTERNATE c z.. 3 � ^ X 5 o a E USE 4 PER O(W = 3/4', H=3/4', H �c L=2") O TOP, BOTTOM & MID HEIGHT z . H:' W/2 -1/8"0 POP RIVETS EACH LEG. (12,4rS TOTAL) 7 OINEEq,s9m 3'SQ. COLUMN PERO MICNAELIA O u, VNlLE w m Q� trvl d� — h'o.lt6?0 SIDEPLATES PERIL) SEE TABLE 'B'. DWG PPC -4 FOR REQUIRED THICKNESS 514 SMS AT TOP, BOTTOM & 24'c c MAX. BETWEEN. SEE ALTERNATE ADJACENT T OF POST AND EPLATES TYPICAL POST/COLUMNA) C)l BEAM SPLICE SHALL OCCUR DIRECTLY OVER AN INTERIOR POST. NOT PERMITTED O 2 - POST UNITS A _ s+i cue , (91 0 LATTICE TO RAFTER __@ 6- 514 SMS EACH SIDE wr aluc OR_ 1'7 I I F © - - _ PLLASS C I 8' BEAM PER O TYPICAL I _IIHSIDEPLATE EACH SIDE PERO — 11I I I T 7 BEAM SIDEPLATE EACH II 514 SMS O TOP, I I SIDE PER( FIi) BOTTOM & 24'c/ `MII 3'SQOPOST MAX. BETWEEN 3 A PER I3'SQ. POST BETWEEN A I I SIDEPLATES PER O I BEAM TO POST CONN. O 8" BEAM CONNECTION rt 3 -SO. COLUMNL AND FOOTING , 1 3'SQ. X .046' COLUMN PER O 1 fSIDEPLATES�EACH SIDE PER CMN SCHEDULE i I SEE POS�AT SLAB AND (7 1 I DETAIL (j) FOR .514 .SMS EACH'SIDE _ A PORTION SHOWN O,TOP, BOTTOM & t + . •` ' + 1 _ 24'c% MAX. BETWEEN I :_S Q. POST X .024'COLUMN PERO "U' BRACKETFOR EMBm DEPTH I U' BRACKET TO FOOTING SIDEPLATE TO COLUMN `i (W.2 3/4 0 3 1 H�3';I DWG. PPC -4 I o I ANCHOR, SEE TABLE 'C', 1 -1. • . I t I DWG. PPC -4 EACH SIDES O - 1-+ - L-213/4") PER C O i .. 3 1/2", MIN. I CONCRETE SLAB ifi— _ 2 1/2'SQ. X 3/16" ."� , ♦ + L�1+•• Ci I EAC4 SMS M151DE OF GALV. STEEL PLATE + 'U' BRACKET WASHER ,Ic e" TO POST 5/8"0 EXPANSION BOLT -�— _ ICBO RECOGNIZED FOR 7505 , �} ...1 TENSION.' , ATTACHED UNIT POST AT SIAB CONN. O 'PER O EACH SIDE OF RAFTER `W+1 1/2", H=1 1/2" L=2 3/4 ) W/2 -58 SMS TO RAFTER & 2 -514 SMS TO BEAM PERTERS 0 TABLES & 1 cORO} PER QA U 'U' BRACKET PER 60U I (H=1 1/2', L=2 3/4 W=2 1/8' O 6"RAFTER, Wm -3 1/8" O 8 -RAFTER) W/4 -58 SMS TO RAFTER & 2 -514 SMS TO BEAM RAFTER TO BEAM CONNECTION BEA TYPICAL DNTINUOUS INSERT ER05 , BUTT PU DIRECTLY OVER ITERIOR POST NESTS U" BRACKETS PER (W=3", H=1 1/8', L-2 3/4"). SEE O FOR PORTIONS NOT SHOWN 8" BEAM WITH INSERT CONNECTION OG (i PO4'3-SO. POST PERBLE "A", DWG. PPC -5 SIDEPLATES CONCRETE SLAB WHERE OCCURS lim 0! j2 -1/2 -SO. X 1/4" THICK o <r 4 ' GALVANIZED STEEL PLATE WASHER INSIDE "U" BRACKET it - 3/8'0 X 9 -LONG BOLT THRU POS SEE TABLE 'A" CONCRETE FOOTING IS DWG. PPC -5 FOR veDTH & U:;WT A CUBE, SEE TABLE "A' H�j�- CONCRETE FOOTING DWG. PPC -4 OR PPC -6 (SQUARE) DIMENSION ATTACHED UNIT FOR CZE FREESTANDING TYPE POST AT FOOTING CONN.@ POST AT FOOTING CONN.O THE PERGOLA PATIO COVER 2z CONTINUOUS DOUGLAS FIR LEDGER. SAME DEPTH AS RAFTERS 58 SMS f.'. 2 - 512 X 1 1/2' WOOD SCREWS EACH SIDE HANGER TO LEDGER .ACHSSIDEWS / PEr IC1( PER O EACH SIDE OF RA (W=1 1/2'. H=1 1/2", E 0 2 L=6') W/2 -58 SMS TO RAFTER & 2 -512 X 1 1/2" WOOD JSIMPSON U26R SCREWS TO LEDGER HANGER O 6-1/2' RAFTERS & U26-2 * ATTACH WOOD LEDGER TO HOUSE O 8' RAFTERS W/2 -512 WOOD SCREWS O 16"c/c, PENETRATE SOLD WOOD BACKING 1 1/2" MINIMUM WALL CONNECTION -0 2 -58 SM' 3'SQ. SMS EACH SIDE BOTTOM OF "'IM NES U' BRACKETS PER G II II I II BOTTOM OF II 3' X 8' BEAM II II II I PER II'I II INSERT SHIM 0 ICBO EVALUATION SERVICE INC. REPORT 1841P TEXAS ALUMINUM INDUSTRIES, -INC. 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 DRAWN BY: R2D2 I SCALE: NOW DRAWING DESCRLPTION DRAWING NUMBER DATE OCT. 20. 1995 ASHTON,VANCE ', & ASSOC.,INC. DETAIW PPC -2 11 .......... �L5e9� �B "1 s 5 ' II�G\"EEq,y.� OeaxnEi ev O N vN+cE o" Ho.tt6'19+� el y 'c tzee� i i, o • NUMBER IN PARENTHESIS IS SIZE OF CONCRETE CUBE FOOTING IN INCHES. ++ SEE TABLE "B" BELOW FOR DESCRIPTION. THE FIRST NUMBER IS FOR POSTS THAT ARE 8'—O" MAXIMUM IN HEIGHT. THE NUMBER IN PARENTHESIS IS FOR COLUMNS 8'-6" MAXIMUM IN HEIGHT. ***SEE TRIBUTARY WIDTH TABLE, DRAWING PPC -3. TABLE "B" : COLUMN SCHEDULE TABLE "A" MAXIMUM COLUMN SPACING COLUMN SPACING 20" 3" SQ. X .024" CENTER COLUMN W/ 2"X 6 1/2"X .032" SIDEPLATES •. 0 10 PSF LIVE LOAD, 70 MPH WIND LOAD 3" SQ. X .046" CENTER COLUMN W/ 2"X 6 1/2"X .032" SIDEPLATES ". LOAD MAXIMUM TRIBUTARY WIDTH «+ MAXIMUM COLUMN SPACING - X 8' 3*X r WANSMT AT SLAB I AT FTG. • AT SLAB AT FTG. • MIN. NUMBER OF COLUMNS COLUMN TYPE ++ 6'-0" 13'-7" 13'-7" (16') 16'-8' 21'-8" (19") 2 (2) 2 (2) 2 (2) 2 (2) 7'-0 12'-7 12'-7' 16' 14 —3' 20'—O` 19' 2 2 2 2 2 2 2 2 8'-0" 11'-10" 11'-10'(17') 12'-6- 18'-9" (20" 2 2 2 2 2 2 2 2 9'-0" 11'-1- 11'-2" (17') 11'-1" 17'-8" (20" 2 2 2 2 2 2 2 2 10'-0' 10'-0` 10'-7" (17") 10'-0" 16'-9" (20' 2 2 2 2 2 2 2 2 11'—O" 9'-1' 10'-1- (18') 9'-1' 16'-0" 21" 2 2 2 2 2 2 2 2 12'-0" 8'-4' 1 9'=8' (18") 8'-4" 15'-4" (21") 2 2 2 (2 )1 2 2 2 2 10 PSF LIVE LOAD, 90 MPH WIND LOAD 14'-8-(18") 20 PSF LIVE/SNOW LOAD, 90 MPH 6'-0" 13'-7" 13'-7' 19' 16'-8" 21'-8" (22" 2 2 2 2 2 2 2 2 7'-0" 12'-7" 12'-7- (19' 14'-3" 0'-0- (22" 2 (3) 2 2 2 (3) 2 2 8'-0" 11'-10" 11'-10" (19" 12'-6" 18'-9" (23` 2 (3) 2 2 2 (3) 2 2 9'-0 11 —1' 11'-2 20') 11'-1 17 —8 23' 2 (3) 2 2 2 (3) 2 2 10'-0 10 —0" 10 —7" 20 10 —O' 16'-9 23" 3 (4 2 (3 3 (4 2 (3) 11'-0" 9'-1` 10'-1 (20' 9'-1 16'-0 (24" 3 (4 2 3) 3 (4) 2 T35 12'-0' 8'-4' 9'-8- (21-) 8'-4' 15'-4" (24-X 3 (4) 2 (3) 3 (4) 2 (3) 12'-6" 21" 10 PSF LIVE LOAD, 100 MPH WIND LOAD 4 2 3 6'-0 13'-7- 13'-7* 21' 15'-6" -8 (23 2 (4 2 2 2 4) 2 2 7'-0" 12'-6- 12'-7- (21' 13'-3" '-0" (24' 3 (5 2 2 3 (5) 2 2 8'-0" 11'-0- 11'-10" 21" 11'-7" '-9" (25" !17'- 3 (6) 2 (3) 3 (6) 2 (3) 9'-0" 9'-9" 11'-2" (22") 10'-4" 8" (25' 3 (6) 2 (3) 3 (6) 2 (3) 10'-0" 8'-10 10'-7' (22) 9'-4" —9" (25' 4 (7) 2 (3) —477T 2 (3) 11'-0' 8'-0' 10'-1" 23") 8'-5" 16'-0" (26' 4 (—) 3 (4) 4 (— 3 (4) 12'-0 7'-4" 1 9'-8 23" 7-9" 15'-4" (26-A 4 (—)1 3 (4)1 4 (— 3 (4) 5'-6' 10 PSF LIVE LOAD, 110 MPH WIND LOAD 5'-6" 12'-6"(23') 1 6'-0 12'—B* 13 —7" 22 12 —8' 21'-8" (25"N6(—) 2 3 2 (3) 3 (—) 2 (3) 7'-0- 10'-10- 12'-7- (22" 10'-10' 0'-0- (26-2 17'-8"(22") (4) 4 (— 2 (4) 8'-0" 9'-6" 11'-10'(23" 9'-6" 18'-9" 26"3 10'-2" (20") (4) 4 — 3 (4) 9'-0" 8'-5" 11'-2" 23-) 8'-5- 17'-8" (27- 7'-0" 3 (5) 5 (— 3 (5) 10'-0' 7'-7" 10'-7' (23" 7'-7" 16'-9" (27" — 3 (5) 5 —) 3 (5) 11'-0' 6'-11" 10'-1- (24' W-11' 16'-0" (28'3 4 (5) 6 (—) 3 (5) 12'-0' 6'-4' 9'-8" (24') 6'-4' 15'-4" (28" 5— 4 (6) 6 (—) 4 (6) • NUMBER IN PARENTHESIS IS SIZE OF CONCRETE CUBE FOOTING IN INCHES. ++ SEE TABLE "B" BELOW FOR DESCRIPTION. THE FIRST NUMBER IS FOR POSTS THAT ARE 8'—O" MAXIMUM IN HEIGHT. THE NUMBER IN PARENTHESIS IS FOR COLUMNS 8'-6" MAXIMUM IN HEIGHT. ***SEE TRIBUTARY WIDTH TABLE, DRAWING PPC -3. TABLE "B" : COLUMN SCHEDULE COLUMN TYPEii3" COLUMN IDESCRDMON COLUMN SPACING SQ. X .024" CENTER COLUMN W/ 2"X 6 1/2"X .024" SIDEPLATES •. 20" 3" SQ. X .024" CENTER COLUMN W/ 2"X 6 1/2"X .032" SIDEPLATES •. 0 3".SQ. X ;046" CENTER COLUMN W/ 2"X 6.1/2"X .024" SIDEPLATES '•.' ® 3" SQ. X .046" CENTER COLUMN W/ 2"X 6 1/2"X .032" SIDEPLATES ". • USE AT SLAB SUPPORTED UNITS ONLY. •• USE AT SLAB SUPPORTED OR FOOTING SUPPORTED -UNITS. W • r' TABLE "C" : ANCHORAGE TO FOOTING TABLE "A" MAXIMUM COLUMN SPACING COLUMN SPACING 20" 5/8"0 EXPANSION BOLT EMBEDDED 2-3/4 INCHES 30 PSF 20 PSF LIVE/SNOW LOAD, 70 MPH WIND LOAD LOAD MINIMUM 1125 LB. TENSION). MAXIMUM MAXIMUM COLUMN SPACING TRIBUTARY 3' 3" X WBE WANSERTCOLUMN 1MD1H AT SLAB AT FTG. • AT SLAB AT FTG. • MIN. NUMBER OF COLUMNS TYPE •+ rm 5'-0" 11'-2" 11'-3" (14') 11'-2' 17'-8"(16")02(2) OR ANCHOR BOLT) EMBEDDED 6 INCHES MINIMUM. •• 2 2 2 2 2 2 6'-0' 9'-3" 10'-2 15-) 9'-3" 16'-2"(17"2 6'-5` 13'-5-(16-) 2 2 2 2 2 7'-0" 7'-11" 9'-6- (15") 7'-11" 14'-11-(17"2 12'-5"(16") 2 2 2 2 2 2 8'-0" W-11" 8'-10" 15' 6'-11" 14'-0-(18-)2 2 2 2 2 2 2 2 2 9'-0' 6'-2` 8'-4" 16") 6'-2' 13'-2'(18')2 2 2 2 2 2 2 2 2 10'-0" 5'-6' 7'-11" (16- 5'-6' 12'-6"(18'2 2 2 2 2 2 14'-8-(18") 20 PSF LIVE/SNOW LOAD, 90 MPH WIND LOAD 5'-0- 11'-2" 11'-3' 16" 11'-2' 17'-8"(19") 2 (?L 2 2 2 2 2 2 6'-0' 9'-3" 10'-2" 17") 9'-3' 16'-2` 20") 2 2 2 2 2 2 2 2 7-0" 7'-11- 9'-6" (17") 7'-11" 14'-11-(20") 2 3 2 2 2 3 2 2 8'-0- 6'-11" 8'-10' (18') 6'-11" 14'-0`(21") 2 3 2 2 2 3 2 2 9'-0" 6'-2" 8'-4" (18) 6 —2" 13'-2(21 ") 2 3 2 2 2 3 2 2 10'-0" 5'-6" 7'-11 18) 5'-6" 12'-6" 21" 3 4 2 3 3 4 2 3 7-0" 20 PSF LIVE/SNOW LOAD, 100 MPH WIND LOAD 5'-6 5'-0' 11'-2' 11'-3' 18" 11'-2" 17'-8'(21") 2 4 2 2 2 4 2 2 W-0' 9'-3 10'-2 (19") 9'-3` 16'-2"(21) 2 4 2 2 2 4 2 2 7'-0' 7'-11" 9'-6" 19) 7'-11" 14'-11"(22") 3 5 2 2 3 5 2 2 8'-0' W-11" 8'-10' 20" 6'-11" 14'-0"(22') 3 6 2 3 3 6 2 3 9'-0" 6'-2" 8'-4' (20") 6'-2" 13'-2`(23") 3 6 2 3 3 6 2 3 10'-0" 5'-6' 7'-11" (20') 5'-6" 12'-6"(23') 1 4 7 2 3 4 7 2 3 11'-7" 22' 20 PSF LIVE/SNOW LOAD, 110 MPH WIND LOAD 5'-0" 11'-2" 11'-3- (19') 11'-2" 17'-8"(22") 3 — 2 3 3 — 2 3 6'-0" 9'-3" 10'-2" (20") 9'-3" 16'-2"(23") 3 — 2 3 3 — 2 3 7'-0" 7'-11" 9'-6" (20") 7'-11" 14'-11"(23') 4 — 2 4 4 — 2 4 8'-0' W-11" 8 —10' 21' W-11" 14'-0'(24') 4— 3 4 4— 3 4 9'-0" W-2" 8'-4" (21") 6'-2" 13'-2'(24') 5— 3 5 5— 3 5 10'-0" 5'-6' 7'—it"(21")_5'-6' 12'-6'(25-) 5 — 3 5 5 — 3 5 TABLE "C" : ANCHORAGE TO FOOTING MAXIMUM ANCHOR DESCRIPTIONFOOTING • COLUMN SPACING 20" 5/8"0 EXPANSION BOLT EMBEDDED 2-3/4 INCHES 30 PSF MINIMUM 750 LB. TENSION). 23" 5/8.0 EXPANSION BOLT EMBEDDED 4 INCHES LOAD MINIMUM 1125 LB. TENSION). 25» 5/8"0 EXPANSION BOLT EMBEDDED 7 INCHES MAXIMUM TRIBUTARY WIDTH MINIMUM 1500 LB. TENSION). F28- 5/8"0 DEFORMED HEAD BOLT (HEX, SQUARE HEAD, 7'-8' OR ANCHOR BOLT) EMBEDDED 6 INCHES MINIMUM. •• • EXPANSION BOLTS SHALL BE HILTI KB—II CARBON STEEL PER ICBO ER 4627 OR ICBG EVALUATION SERVICE INC. RECOGNIZED EQUIVALENT WITH TENSION VALUES AS INDICATED •• THESE BOLTS MAY BE SUBSTITUTED FOR EXPANSION BOLTS SHOWN. ICBO EVALUATION SERVICE INC. REPORT 1841P TEXAS ALUMINUM INDUSTRIES, INC. 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 DRAWN BY: SCALE: DRAWING DESCRIPTION DRAWING NUMIR THE P E R G 0 LA PATIO COVER R2D2 NONE -4', & ASSOC.,INC. ATTACHED COVER TABLES PPC - 4 DATE-OCT. 20, 1995 WITH LATTICE COVERING TABLE "A" MAXIMUM COLUMN SPACING 30 PSF SNOW LOAD, 70 MPH WIND LOAD MAXIMUM TRIBUTARY WIDTH MAXIMUM COLUMN SPACING - X - g T AT SLAB AT FTG • AT SLAB AT FTG. • MIN. NUMBER OF COLUMNS COLUMN TYPE ++ 5'-0" 7'-8' 9'-4' 13") 7'-8" 14'-8"(15") 2 (ZL 2 2 2 2 2 2 6 —0" 6'-5" 8'-6' 14" 6'-5` 13'-5-(16-) 2 2 2 2 2 2 2 2 7'-0" 5'-6- 7'-11' (14") 5'-6" 12'-5"(16") 2 2 2 2 2 2 2 2 8'-0' 4'-9" 7'-4' (14') 4'-9" 11'-7'(17") 2 2 2 2 2 2 2 2 9'-0' 1 4'-3" 1 W-11" (15")l 4'-3" 10'-11"(17") 2 2 2 2 2 2 2 2 30 PSF SNOW LOAD, 90 MPH WIND LOAD 5'-0" 7'-8" 9'-4" 15" 7'-8" 14'-8-(18") 2 2 2 2W22 6'-0' 6'-5- 8'-6` (16") 6'-5" 13'-5"(18") 2 2 2 2 7'-0' 5'-6" 7'-11" (16") 5'-6' 12'-5"(19") 2 3 2 2 8'-0" 4'-9" 7'-4- (17") 4'-9' 11'-7'(19') 2 3 2 2 9'-0" 4'-3" 6'-11' (17") 4'-3' 10'-11"(20) 2 3 2 2 30 PSF SNOW LOAD, 100 MPH WIND LOAD 5'-0" 7'-8" 9'-4' (17") 7'-8" 14'-8"(19") 2 4 2 2 2 4 2 2 6'-0" 6'-5' 8--6- (18') 6'-5" 13'-5-(20 2 4 2 2 2 4 2 2 7-0" 5'-6" 7'-11- (18" 5'-6 12'-5 (21") 3 5 2 2 3 5 2 2 8'-0' 4'-9' 7'-4' (18-) 4'-9" 11'-7 (21') 3 6 2 3 3 6 2 3 9'-0" 4'-3` 6'-11" 19') 4'-3" 10'-11 "(21 3 6 2 3 3 6 2 3 30 PSF SNOW LOAD, 110 MPH WIND LOAD 5'-0" 7'-8- 9'-4 (18-) 7'-8" 14'-8"(21-) 3 — 36'-0 6'-5- 8'-6' 18 6'-5' 13'-5'(21") 3 — 37'-0- 5'-6" 7'-11" 19") 5'-6" 12'-5' 22' 4 — M33 48'-0- 4'-9" 7'-4" (19-) 4'-9" 11'-7" 22' 4 — 44'-3" 6'-11" 20-) 4'-3" 10'-11' 23" 5 — 5 ICBO EVALUATION SERVICE INC. REPORT 1841P TEXAS ALUMINUM INDUSTRIES, INC. 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 DRAWN BY: SCALE: DRAWING DESCRIPTION DRAWING NUMIR THE P E R G 0 LA PATIO COVER R2D2 NONE -4', & ASSOC.,INC. ATTACHED COVER TABLES PPC - 4 DATE-OCT. 20, 1995 WITH LATTICE COVERING ARCHITECTURAL.COMMITTEE CERTIFICATE (Exhibit "A" to the Architectural Improvement Application and Agreement) The Architectural Improvement 'Application and reement was reviewed by the Architectural. Committee on. " and has been. { y Approved V Conditionally. Approved ,Rejected subject to the following conditions set forth below " Returned.'for Further Information Required, Modifications Comments r Yes• t, • Recording to be ..sent by owner to County Recorder's office for roof and/or exterior wall modifications., } i Deposit Required Deposit Amount Required $ Date Architectural Committee ; er i cturai Committee Architectural`Commitcee c. Arch' ectural'Commit�te Architectural -Committee NOTE: THIS APPROVAL IS VALID FOR 90 DAYS FROM APPROVAL DATE 03 29 93 1 5: 57 'SG t f 5 3543 1). S. 1 . S.1). ( M DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated (619) 347-8631 Date 3/29/93 Type of Permit La Quinta No. 12111 Permit # Owner Name Duna De La Paz Log No. Street See Below City La Quinta Zip 92253 Study Area 24 APN # Tract # Lot # Square Footage 124 Type of Development ISingle Family Residence No. of units 24 Comments Grandfather Clause Tract #20052-3 prey tract no 13640-4. Total square fmfage 43858- 48-501- 509.51.0F.51-2,.51d_ 552, 5 54� 8- 56.0, 562. 564._ 55 70 569 5 55 , SW_ 5551 551,g91. r,4g„ ri-47,54.5_ZTin Ami.ctari. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above -named owner is exempt from paying school fees at this time due to the following reason: EXENIPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Mitigation Agreement in the amount of X 24 or $ 15,072.00 have been paid to D.S.U.S.D. for the property listed above and that building permits and/or Certificates o_fD_ccupancy for this square footage in this proposed project may now be issued. Fees Paid By Roger Snellenber er & Assoc. Telephone 777-7766 Name on the check By lamps F. Tjyely Assistant Superintendent, Business Services Fee collected /exempted by Vickie J. Durrett Signature Payment Received Check No.1005 Collector. Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting Post -It, brand fax transmittal memo 7671 # of pages ► Tn From 1 `