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9711-056 (PAT)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed' under provisions of Chapter 9 (commencing. with Section 7000) of -Division 3 of the Business and Professionals. Code, and my -License is in full force and effect. . License # Lic. Class Exp. Date 1 Zte' V)/t � Signature of Contractor �'v .<•' 6'�° a OWNER -BUILDER DECLARATION , • : ;l I hereby affirm under penalty of perjury that I am exempt -from the Contractor's License Law for the following, reason:.- 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). L ( ): I, as owner, of .the. property, am exclusively contracting with licensed contractors to construct the .project (Sec. 7044, Business &• Professionals Code). i O I am exempt under Section B&P.C. for this reason Date,,, Signature'of Owner ' WORKER'S.COMPENSATION DECLARATION I. hereby affirm under penalty of perjury one of the following declarations: O I have and will maintain a certificate of consent 10 self -insure for workers' compensation', as provided for, by Section 3700 of the Labor Code, for the. pertormance 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 .&' policy, no. are: Carrier ;``„i _ Policy No. (Thps,section need not be completed if fhe,permit valuation is for,$100.00 or less). I certify that in the performance of the work for which this permit is'issued, 1{shell 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 subject to the workers' compensation provisions of Section 3700 00 -of'. Labor Pode,° I s�h�a/ll �fo,�rth' ith comply with. those provisions % \/Date: _/,T/AD Applicant "F%` .�/N •?� J'Jefi'.J' ,• . ; p crf ; v Fl Warning: Failure to secure Workers' •Compensation coverageiis unlawful and Shall subject an employer to criminal 'penalties -and civil fines Lip to $100,000;: in addition to the cost of compensation, damages as provided for in Section'3706 of the Labor Code, interest and attorney's fees: - IMPORTANT 'Application is hereby made to the Directorof Building and Safety for a permit' subject'•'to the conditions and restrictions set forth. °on his application. 1. Each person upon whose behalf this application is made & each person.at ' whose request and for whose benefit work is performed under or pursuant to permit.issued as a result of this applicator agrees.to, &.shall, indemnify & hold -harmless the City of La Quinta, its officers, agents and employees. 2: Any permit'issued as a result of this application becomes null -and void if, work is not commenced within 180 days from date of issuance of such permit, or cessation of+work for 180 days.will subject permit to cancellation: I certify that I have read this application and state that the aboveinformation is correct. 1. agree to comply with all City,.and State laws relating to the.building construction, and hereby authorize representatives of this;City toenter•upon the above-mentioned property for inspection purposes., 0.1 gnature (Owner/Agent) r� Date BUILDINGPERMIT PERMIT# °°NTR°`” DATE VALUATION. `.�.r�--,� LOT• _ ` TRACT K23 _•���'j'�., _ +y.•y. M - JOB SITE ;/� �'Ii: 6'tiidti y�Q.�!r APN ADDRESS OWNER CONTRACTOR / DESIGNER / ENGINEER ' J 1 2 r T f , t. t�A.7P� :1: � � T'4✓ P 'l l � 1af TV Nms C3!'�f'Pf�,.t� ,l' c S +..., 9�Yt. fw 200 �b I i�1j�i (A OR _ '.i 106 1A,, 611.1 Sr, S IE., t i n Q t_11�v 1 � Cts. �►°�253 (,OR4;�7. A. C'..+. '�.i �2o (90, a3 7 <i �1! I,ft 572 USE OF PERMIT a fF l nri.d: j 3 t3:` .F. SrnX) k%L J*i rifi UN, .f.:l A:Vi cciv. �i'?. (10K F'l��b.�a.R f. 4''.: T,.f"a� ,'�9i1i'�� ,ry,•' - :+. y 6�•�>i��ib'ac.$ 4 L? �iP.±. �4J�9�.11���'Z.!'�V ,.0 y�,'y:w`a'i►. , +;3`rv(i�l"�.t�0z;9 f .i,C�1� 3� �i>:�.I;l� '; t7➢-gJfN3� 111-(3G)I) . �,ui,m Cry., L.i:. tee? PRE ^'PAN r -_` - - -"ti •'_.' � RECEIPT ` ' . ' DATE By DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final I ZA -8- 7 POOLS - SPAS BLOCKWALL APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final I I Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) �3ga 3' + P If P 2. RAFTER OVERHANG 2' RAFTERS ® 24"c c B / O SEE TABLE I + MAX. SEE TABLE pAL, DWG. PPC -3 ' � 3 DWG. PPC -3 E I r D 8" BEAM OR 8" BEAM r. EINEEH. i W/INSERT, SEE TABLE r S' "A' DWG, PPC -4 FOR THICKNESSco . E. = YIC"AELAI 18' MAX.' SEE TABLES (,'1 gtl crva aa,� LATTICE BEAM OVERHANG M0.116'� OVERHANG - , ` \ POST SPACING FOR THICKNESS 11. FOR THICKNESS SEE TABLES 3004—H36 2 ATTACHED COVERS O 8'-0 OR .8'-6' ms 6063—T6 ALUM, OR A-446 GRADE 'C' COLUMN HT. SEE�AV ANIZED STEEL 13 FREESTANDING TABLE "A' DWG PPC -4 � C 3004-H36 ALUM. 3004-H36 ALUM. : o BEAM/RAFTER'. ® RAFTER/SIDEPLATE Q COLUMN/POST Q • �1�;,^ (1chi,® A ef,F' A _ a dT'mee♦ 'v s cmc � ,� ` P•G�aG• QQG. e: , �"M01E.. ~. r it •1-1 Y SQUARE 125' °D 04 ' 60 3—T j k3 Prm' J YI OR 2" SQUARE _ A148 ® STEEL ATTACHED. PERGOLA PATIO COVER 018' 1� �pCtc'M. y9'"" - a` (WITH LATTICE COVERING) zo" 'L' L = 3004-H36 ALUM. 6061-T6 ALUM. yP011 GENERAL NOTES & SPECIFICATIONS LATTICE ® BEAM INSERT ® TYPICAL "U" BRACKET ©'�' p fq.IF3191 y. 1. ALUMINUM DESIGN STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM BUILDING CODE AND THE ALUMINUM CONSTRUCTION MANUAL .r 2. ALTERNATE ALUMINUMALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL, OR GREATER YIELD AND ULTIMATE CITY OF L 1 INFA w+amr STRENGTHS. LL 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. CONCRETE 040' ® 6063-T5 AND j .rp� A' •�- SLAB SHALL HAVE 3 1/2' MINIMUM THICKNESS SHALL BE IN GOOD CONDITION. 3004-H36 ALUM. BUILDING4'��$"t�.�-'�a�i IY1lV 1,, 4. ALL FOOTINGS SHALL BEAR ON FlRM, NATURAL UNDISTURBED SOIL OR CERTIFIED. FlLL DESIGN VERTICAL _ 048" •STEEL SOIL BEARING PRESSURE = 1000 PSF. 5. ALL STEEL MEMBERS SHALL BE HOT DIP GALVANIZED OR ELECTROPLATED AND CONFORM TO ASTM C�✓' i " +'i, L !i( SPEC. A-446 GRADE C. " 1 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED, STAINLESS P k '"'R� CTIA N F tx STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO ASTM SPEC. A-307 AND HAVE \ STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER -PLUS 1/16 IN. MAXIMUM. /� ` 2E 7. EXPANSION ANCHORS INTO CONCRETE SHALL BE ICBO EVALUATION SERVICE, INC., RECOGNIZED AND SUBJ C I 10 Ii1S 1e'"ILU'-MVi'J,a S FEET FsraHp�Ee� SHALL HAVE THE MINIMUM VALUES INDICATED IN TABLE "C". MINIMUM CONCRETE EDGE DISTANCE IS SIX (6) INCHES. 8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE "P x MANUFACTURER, DESIGN LOADS AND ENCLOSIBILITY. — — — — — — — — y0 4E o -s' " •c 9. ALL ITEMS PERTAINING 70 EACH PARTICULAR INSTALLATION SHALL BE CIRCLED (i.e. PROJECTION, POST SPACING, FOOTING DETAIL. ETC.). ♦ •L• MD ALL �ef G'l iviLCODES. N^ 7469 10. LATTICE TYPE COVERS SHALL NOT BE ENCLOSED, FREESTANDING COVERS OF ALL TYPES , SHALL NOT BE ENCLOSED. ' 11. THE LATTICE TYPE STRUCTURES SHALL NOT BE COVERED WITH ANY TYPE OF SOLID MATERIAL AS THEQ ` DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTED AREA OF THE LATTICE, RAFTERS,' " " © s 1 •(� {Y BEAMS, ETC., PER LC.B.O. CRITERIA. TYPICAL BRACKET -af FIGc' Go . FcBO EVALUATION SERVICE INC.REPORT 1841P 2900: PATIO DRIVETEXAS ALU NUM -9000 TEXAS 77017 (713)948-9000 DRAWN BY: SCALE: DRAWQiG DESCRD?TION GENERAL NOTES, DRAWWG NUMBER THE'PERGOLA PATIO COVER R2D2 DATE• NONE ASHTON,VANCE I-- & ASSOC.,INC. ISO�uC AND PPC —1 a v. OCT. 20, 1995 PART DETAIL Al �ES�Sa a� =1��$ �G\NEEq,s9 uai r'� r •�o crm J6° H0.116� O EP 12319) y. �?orcurt�' N r t Ell `M. I,• a;HF Ao m:uuEo `_ e'�320NAtt�G (0, ALTERNATE 4 USE 4 PER O(W = 3/4', H=3/4', L=2") O TOP, BOTTOM & MID HEIGHT W/2 -1/8"0 POP RIVETS EACH LEG. (12,4'S TOTAL) 3'SQ. COLUMN PER SSEEIDEPLATESTABLE 'PERB"`D�WCCLJ . PPC -4 FOR REQUIRED THICKNESS #14 SMS AT TOP, BOTTOM & 24"c,/c MAX. BETWEEN. SEE ALTERNATE ADJACENT TI OF POST AND DEPLATES TYPICAL POST/COLUMN® (BEAM SPLICE SHALL OCCUR DIRECTLY OVER AN INTERIOR 4 POST. NOT PERMITTED O 2 - POST UNITS LIN NL 11rA ♦SMS 812 vr D I I OOR© __o � II r17 I I I 014 SMS O TOP, BOTTOM & 24"c/ MAX. BETWEEN 4'� I h I I SIDEPLATE EACH SIDE PER(') [3 SO. POST BETWEEN SIDEPLATES PER O /B SNS TYPICAL MICE PER Z1PE�/R�TABLES 0 \/ LATTICE TO RAFTER 0 6- 014 SMS EACH SIDE PLASTIC _ 8" BEAM PERO PLUGS, TYPICAL I I I SIDEPLATE EACH SIDE PERO 3'SQ. POST PER O BEAM TO POST CONN. �\ 8" BEAM CONNECTION r AND FOOTING , I 3'SQ. X .046' COLUMN PER O SIDEPLATES EACH SIDE PER CWWMN SCHEDULE f I I SEE POS AT SLAB / AND (>) DETAIL I -FOR VIN TFOOTING TABLE "C', 4 PER O EACH SIDE OF RAFTER t, l 1/2", H=1 1/2- L=2 3/4 ) W/2 —j8 SMS TO RAFTER & 2 -/14 SMS TO BEAM RAFTERS O 24"c/c MAX. PER TABLES l ORO PER QA U 'U' BRACKET PER6 U l (H=1 1/2', L=2 3 ', W=2 1/8" O 6 -RAFTER, W-3 1/8" O 8 -RAFTER) W/4 -#8 SMS TO RAFTER & 2 -x114 SMS TO BEAM RAFTER TO BEAM CONNECTION© BEA 2-1/2"SQ. x 1/4" THICK GALVANIZED STEEL PLATE WASHER INSIDE 'U" BRACKET TYPICAL DNTINUOUS INSERT ERBUTT ;ILIDIRECTLY OVER ITERIOR POST NESTS U" BRACKETS PER (b (W=3', H=1 1/8 L-2 3/4'). SEE 'IV FOR PORTIONS NOT SHOWN 8" BEAM WITH j INSERT CONNECTION G q PO4FTG-.'3-S0. POST PEtRBLE" ', DWG. PPC -5 SI EPLATES ICONCRETE SLAB WHERE OCCURS 3/8"0 X 9 -LONG IT J 5/8 0 EXPANSION BOLTBOLT THRU POSTr • •-J- 1SEE TABLE�A" ICSO RECOGNIZED FOR 350f CONCRETE OOTING ISDWG. PPC -5 FOR TENSION. wDTH & LENGTH DA CU, SEE. TABLE "A' (SQUARE) CONCRETE FOOTING 2x CONTINUOUS DOUGLAS FlR LEDGER. SAME DEPTH AS RAFTERS 2 - #8 SMS RAFTER EACH SIDE PER -TABLES "` J 0^CJ 2 - #12 X t 1/2' WOOD SCREWS EACH SIDE ANGER TO LEDGER 2 - 48 SM$ EACH SIDE PER % EACH SIDE OF RAPIER (W=1 1/2', H=1 1/2", r l=6') W/2 -#8 SMS TO RAFTER 014 SMS EACH SIDE O TOP, BOTTOM & SIMPSON U26R SCREWS TO LEDGER I A 3"SQ. POST X COLUMN PERO SEE TABLE "C' I I 24"c/c MAX. BETWEEN 1 1/2' MINIMUM WALL CONNECTION___o .024' "U' BRACKET FOR EMBED DEPTH I I SIDEPLATE TO COLUMN (W-2 3/4'OR 3 1 H�3"; DWG. PPC -4 3 -4114SMS L=2 3/4") PER EACH SIDE 00 - 3 1/2" MIN. — - CONCRETE SLAB 5- e,a sMs 2 1/2"SQ. X 3/16 GALV. STEEL PLATE WASHER 6" EACH SIDE OF 'U" BRACKET TO POST 2-1/2"SQ. x 1/4" THICK GALVANIZED STEEL PLATE WASHER INSIDE 'U" BRACKET TYPICAL DNTINUOUS INSERT ERBUTT ;ILIDIRECTLY OVER ITERIOR POST NESTS U" BRACKETS PER (b (W=3', H=1 1/8 L-2 3/4'). SEE 'IV FOR PORTIONS NOT SHOWN 8" BEAM WITH j INSERT CONNECTION G q PO4FTG-.'3-S0. POST PEtRBLE" ', DWG. PPC -5 SI EPLATES ICONCRETE SLAB WHERE OCCURS 3/8"0 X 9 -LONG IT J 5/8 0 EXPANSION BOLTBOLT THRU POSTr • •-J- 1SEE TABLE�A" ICSO RECOGNIZED FOR 350f CONCRETE OOTING ISDWG. PPC -5 FOR TENSION. wDTH & LENGTH DA CU, SEE. TABLE "A' (SQUARE) CONCRETE FOOTING 2x CONTINUOUS DOUGLAS FlR LEDGER. SAME DEPTH AS RAFTERS 2 - #8 SMS RAFTER EACH SIDE PER -TABLES "` J 0^CJ 2 - #12 X t 1/2' WOOD SCREWS EACH SIDE ANGER TO LEDGER 2 - 48 SM$ EACH SIDE PER % EACH SIDE OF RAPIER (W=1 1/2', H=1 1/2", PEr ruc g�j 0 2 l=6') W/2 -#8 SMS TO RAFTER & 2 -@12 X 1 1/2" WOOD SIMPSON U26R SCREWS TO LEDGER O 6-1/2' * ATTACH WOOD LEDGER TO HOUSE JHANGER RAFTERS & U26-2 O 8" RAFTERS W/2 -/12 WOW SCREWS O 16'c/c, PENETRATE SOLID WOOD BACKING 1 1/2' MINIMUM WALL CONNECTION___o BOTTOM OF 2 -Q8SMS INSERT BEAM — NES'U' BRACKETS ---_= PER G I II �J BOTTOM OF I II 3' X 8' BEAM 31SQ. SMS II II EACH SIDE II I1I j 3 -SO. POST I% l PER O ' II II INSERT SHIM 0 C-4 OR PPC -6 DIMENSION FOR SIZE ATTACHED UNIT ATTAC D UNIT FREESTANDING TYPE POST AT- SLAB CONN. O POST A FOOTING CONN.O POST AT FOOTING CONN. ' ICBO EVALUATION SERVICE INC. REPORT 1841P TEXAS ALUMINUM INDUSTRIES, INC. EW 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 THEPERGOLA PATI 0 O V E R D� WN BY R2D2 DTE NDRAWING DESCRIPTION DRAWING NUMBEROCT.. 2 2D, 19951ASHTON.vANCE' & Assoc.,nlc. DETnII.4 PPC -2 glHU F 51' e - g = 3. �OMEER.y. r [�"~ YIOYAEIeI m0 �i VANCE _ N4.IIfi�+ 0 �S'�TONAL ENO • NUMBER IN PARENTHESIS IS SIZE OFCRETE CUBE FOOTING IN INCHES. **SEE TABLE "B" BELOW FOR DESCRIP710N THE FIRST NUMBER IS FOR POSTS THAT ARE 8'-0" MAXIMUM IN HEIGHT. THE NUMBER INP ENTHESIS IS FOR COLUMNS 8'-6" MAXIMUM IN HEIGHT. ***SEE TRIBUTARY WIDTH TABLE. DRAIMNG PPC -3. TABLE "H" COLUMN SCHEDULE TABLE "A" MAXIMUM CO UMN DES RIPTION COLUMN SPACING SPACING 5/8"0 EXPANSION Bkf EMBEDDED 2-3/4 INCHES 3" SQ. X 024" CE R COLUMN W/ 10 PSF LIVE LOAD, 70 MPH WIND LOAD cz 3" SQ. X .0 4" C N R COLUMN W/ MAXIMUM TRIBUTARY WIDTH **• MAXIMUM COLUMN SPACING • x 8' x 04 3*X Ir BEAM WANSERT AT SLAB 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) 7'-0 12'-7 12'-7" 16" 14'-3" 20'-0" (19" 2 2 2 2 2 28'-0"11'- 5'-0" '., 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") 1 10'-0" 16'-9" (20" 2 (2y 2 2 2 2 2 2 11'-0` 1 9-1" 1'-1" (18") 1 9'-1" 16'-0" (21")l 2 2 2 2 2 2 2 12'-0" 1 8'-4" 9' " (18") 8'-4" 15'-4" (21") 2 2 2 2 2 2 2 2 2 10 PSF UtkLOAD, 90 MPH WINIX LOAD 2 2 6'-0" -7" 13'-7" 1 16'-8" 21'-8" (2293(4) 13'-2-(18-) 2 2 2 2 2 2 7'-0" 7" 12'-7" (19" 14'-3" 0'-0" (222 10'-0" 2 2 (3) 2 28'-0" 12'-6"(18") 1 Nl2'- 10" 11'-10" (19" -6" 18'-9" (232 2 2 2 (3) 2 29'-0111'-2 4'-9" 20 PSF LIVE/SNOW 20" 11 1 17-8 232 LO 2 2 (3) 2 210'-0 9'-0` -0" 10'-7" 20 10'- " 16 -9" 232 17'-8"(19") (3 3 4) 2 (3) 11'-0" -1" 10'-1 (20` 9'-1 i6'-Oj (242 6'-0" 3 3 (4) 2 (3) 12'-0" 8'-4" 9'-8" (21" 8'-4" 5'-,4" (24" 3 (4) 1 2 3 3 4) 2 (3) 7'-0" 10 PSF LIVE LOAD, 100 *H WIND LOAD 9'-6" (17") T-11" 6'-0" 13'-7" 1.3'-7* (21" 15'-6" 2111- (23 2 (4) 2 2 2 4) 2 2 7'-0" 12'-6" 12'-7' (21") 13'-3" U'-0" 4" 3 (5 2 2 3 5) 2 2 8'-0" 11'-0" 11'-10" 21" 11'-7" 1'8'-9" (2N 3 6) 2 (3) 3 (6) 2 (3) 9'-0" 9'-9" 11'-2" (22") 10'-4" 97'-8" (25" 3 (6) 2 (3) 3 (6) 2 (3) 10'-0 W-10" 10'-7 (22 9'-4 16-9 (25-4(7 2 (3) 4 (7 2 (3) 11'-0" 8'-0" 10'-1" 23' 8'-5 16'-0" (26" 4 3 (4) 4 (- 3 (4) 12'-0 7'-4 9'-8 23" 7'-9' 15'-4 26" 4 (- 3 4) 4 (- 3 (4) 2 10 PSF LIVE LOAD, 1 0 MPH WIND LO 4 2 2 6'-0 12'-8* 13'-7* 22 12'-8" 21'-8"M26-4 ) 2 3 (-) 2 (3) 7'-0" 10'-10" 12'-7" (22" 10'-1 0'-0 7'-11" 2 4) 4 (-) 2 (4) 8'-0" 9'-6' 11'-10"(23" 9'-6 18'-9"- 5 3(4 - 3 4) 9'-0" 8'-5" 11'-2" (23" 8'- " 17'-8"-) 6 3 5) 5 3 (5) 10'-0" 7'-7" 10'-7" (23" 7-," 16'-9"-) 8'-4" 20') 1 3 (5) 5 -) 3 (5)11'-0" 6 6'-11" 10'-1- (24" 6- 1" 16'-0"- 2 3 (5) 6 1 (5) 12'-0" 6'-4" 9'-8" (24") 6'-i4" 15'-4"-) 2 4 (6) 6 (-) 4 • NUMBER IN PARENTHESIS IS SIZE OFCRETE CUBE FOOTING IN INCHES. **SEE TABLE "B" BELOW FOR DESCRIP710N THE FIRST NUMBER IS FOR POSTS THAT ARE 8'-0" MAXIMUM IN HEIGHT. THE NUMBER INP ENTHESIS IS FOR COLUMNS 8'-6" MAXIMUM IN HEIGHT. ***SEE TRIBUTARY WIDTH TABLE. DRAIMNG PPC -3. TABLE "H" COLUMN SCHEDULE TABLE COLUMN CO UMN DES RIPTION TYPE SPACING 5/8"0 EXPANSION Bkf EMBEDDED 2-3/4 INCHES 3" SQ. X 024" CE R COLUMN W/ MINIMUM 750 LB. TENSION). 2"X 6 1/2 .024"/s )EPLATES *. cz 3" SQ. X .0 4" C N R COLUMN W/ WIND 2"X 6 1/2"X 03 SI EPLATES *. ❑3 3" SQ. X .046 ENTE COLU N W/ MINIMUM 1500 LB./TENSION). 2"X 6 1/2"X .0 4" SID S **. ® 3" SQ. X .046"10fNTER COLUMN W/ WIDTH 2"X 6 1/2"X O 2\ SIDEPLATES **. TABLE "C" AN ORAGE TO FOOTING TABLE "A" MAXIMUM COLUMN SPACING 5/8"0 EXPANSION Bkf EMBEDDED 2-3/4 INCHES MINIMUM 750 LB. TENSION). 23" 5/8"0 EXPANSION B LT MBEDDED 4 INCHES 20 PSF LIVE/SNOW LOAD, 70 MPH WIND 25" LOAD MINIMUM 1500 LB./TENSION). 2W MAXIMUM MAXIMUM COLUMN SPACING TRIBUTARY 3" 3` X IrBE WANWANSERT MIN. NUMBER OF COLUMNS COLUMN TYPE •• WIDTH AT SLAB AT FTG. • AT SLAB AT FTG. - 7'-8" 14'-8"(15") 2 2 2 2 2 2 2 2 5'-0" 11'.-2" -3" (14" 11'-2" 17'-8"(16) 2 2 2 2 2 2 2 2 W-0" 9'-3 10'- (15 9'-3" 16'-2"(17") 2 2 2 2 2 2 2 2 T-0" 7'-11" 9'-6" ") 7'-11" 14'-11"(17") 2 2 2 2 2 2 2 2 8'-0" V-11" 8'-10" 15 6'-11" 14'-0-(18') 2 2 2 2 2 2 2 2 9'-0" 6'-2` 8'-4" 16" '-2" 13'-2-(18-) 2 2 2 2 2 2 , /2 2 10'-0" 5'-6" 7'-11" (16" 5\6- 12'-6"(18") 1 2 2 2 2 2 2 2 2 4'-9" 20 PSF LIVE/SNOW AD, 90 MPH WIND 2 LO 2 2 2 3 2 2 9'-0` 5'-0" 11'-2" 11'-3" 16" 11'-2" 17'-8"(19") 2 2 2 2 2 2 2 2 6'-0" 9'-3" 10'-2" 17") 9'-3" '-2"(20") 2 2 2 2 2 2 2 2 7'-0" 7'-11" 9'-6" (17") T-11" 14 11"(20") 2 3 2 2 2 2 3 2 2 8'-0" 6'-11" 8'-10" (18" 6'-11" 14'- 21") 2 3 2 2 2 3 2 2 9'-0` 6'-2' 8'-_4"(1 8") _67 _2" 13'-2( ") 2 3 2 2 2 3 2 2 10'-0" 5'-6' 7'-11 0 W) 5'-6" 112'-6-(21 3 2 3 3 4 2 3 3 20 PSF LIVE/SNOW LOAD, 100 2\, 3 WIND 2 3 LOAD 6'-5" 8'-6" 18 5'-0' 11'-2" 11'-3" 18" 11'-2 17'-8" 21" 3 - 2 3 2 2 2 4 2 2 6'-0" 9'73 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 3 5 2 2 8'-0" W-11" 8'-10" 20" 6'-11" 14'-0" 22" 3 6 2 3 6 2 3 9'-0" 6'-2" 8'-4" 20') 1 6'-2' 13'-2'(2Y) 3 6 2 3 3 6 2 3 10'-0" 5'-6` 7'-11" (20`) 5'-6" 12'-6"( ") 4 7 2 3 7 2 3 20 PSF LIVE/SNOW LOAD, 1 0 MPH WIND LO 5'-0' 11'-2" 11'-3" (19") 11'-2" 17'-8 22") 3 - 2 3 3- 2 3 W-0" 9'-3" 10'-2" (20") 9'-3' 16'-j"(23") 3 - 2 3 3 - 3 7'-0" 7'-11" 9'-6" (20") 7'-11" 14' 1"(23) 4- 2 4 4- 2 4 8'-0" 67-11" -8'--1 _0" T21" 6'-11" 14' "0(24')4 3 4 4- 3 4 9'-0" 6'-2" 8'-4" (21" 6'-2" 13' 2" 24")3 5 5 - 3 5 5'-6" T-11" 21" 5'-6" 1'-6"(25")5- 3 5 TABLE "C" AN ORAGE TO FOOTING oo�nNcU SIZE ANCHOR D CRIPTION • COLUMN 20" 5/8"0 EXPANSION Bkf EMBEDDED 2-3/4 INCHES MINIMUM 750 LB. TENSION). 23" 5/8"0 EXPANSION B LT MBEDDED 4 INCHES SNOW LOAD, MINIMUM 1125 LB. NSI 25" 5/8"0 EXPANSION qOLT EMDDED 7 INCHES MINIMUM 1500 LB./TENSION). 2W 5/8"0 DEFORMED ftAD BOLT NEX. SQUARE HEAD, MAXIMUM COLUMN SPACING • • W T AT�SLAB AT FTG. * AT SLAB AT FTG. • OR ANCHOR BOLTY EMBEDDED 6 CHES MINIMUM. ** •USE AT SLAB SUPPORTED UNIfS OILY. •EXPANSION BOLTS SMALL BE MH KB -II CARBON PER ICBO ER 4827 •• USE AT SLAB SUPPORTED OR DOTING SUPPORTED UNITS OR ICBO EVALUATION SERVICE IN RECOGNIZED EQUINA NT WITH TENSION VALUES AS INDICATED *• THESE BOLTS MAY BE SUBSTITU t FOR EXPANSION BOLT 7 ICBO EVALUATION SERVICE INC. -".,REPORT 1841P TEXAS ALUMINUM INDUSTRIES, INC. Ew 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 THE PERGOLA PATI 0 COVER DRAWN BY. R2D2 8C"LE• NONE DRAWING DESCR1P110N DRAN[NG NUMBER ASHTON,VANCE & ASSOC.,INC. ATTACH® COVER TABLES PPC -4 DATE: OCT. 20, 1995 171 WITH LATTICE COVERING TABLE "A" MAXIMUM COLUMN SPACPiG 30 PSF SNOW LOAD, 70 MPH WIND LO MAXIMUM TRIBUTARY WIDTH *** MAXIMUM COLUMN SPACING • • W T AT�SLAB AT FTG. * AT SLAB AT FTG. • MIN. NUMBER CO OF COLUMNS MN TYPE •• 5'-0" 7'-8- 9'-4" (13") 7'-8" 14'-8"(15") 2 2 2 2 2 2 2 2 8 14") 6'-5" f. -r-- (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" (1 4'-9" 11'-7"(17") 2 2 2 2 2 2 2 9'-0" 4'-3" 6'-11" (15"7\4'-3" 10'-11"(17") 2 2 2 2 2 2 2 2 30 PSF SNOW LO 90 MPH LOAD 5'-0" 7'-8" 9'-4" (15") 7'-8 14'-8"(1 ) 2 2 2 2 2 2 2 2 6'-0" 6'-5" 8'-6" (16") 6'-5" 13'-5` 8") 2 2 2 2 2 2 2 2 7'-0" 5'-6' T-11" (16') 5'-6" - (19") 2 3 2 2 2 3 2 2 8'-0` 4'-9" 7'-4" (17") 4'-9" 11 .7 (19") 2 3 2 2 2 3 2 2 9'-0` 4'-3" 6'-11" (17') 4'-3" 1- "(20') 2 3 2 2 2 3 2 2 30 PSF SNOW LOAD, i 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 5 2 2 3 5 2 2 8'-0 4'-9" 7'-4" (18") 4'- 11'-7" 21" 3 6 2 3 3 6 2 3 g. -O. 4'-3 6'-11" 19") 4' 3 10'-11"(21 3 2 3 3 6 2 3 30 PSF SNOW WAD, 110 MPH WIND t AD 5'-0" 7'-8" 9'-4 (18") 7'-8" 14'-8"(21') 3 - 2\, 3 3 - 2 3 6'-0 6'-5" 8'-6" 18 6'-5" 13'-5"(21') 3 - 2 3 3 - 2 3 7'-0" 5'-6" 7'-11" 19 5'-6" 12'-5-(22-) 4 - 2 (4y 4 - 2 4 8'-0" 4'-9" T-4" (19) 4'-9" 11'-7' 22" 4- 3 4 4- 3 4 4'-3" 6'-11" (0") 4'-3" 10'-11` 23" 5 - 3 5 5 - 3 5 •USE AT SLAB SUPPORTED UNIfS OILY. •EXPANSION BOLTS SMALL BE MH KB -II CARBON PER ICBO ER 4827 •• USE AT SLAB SUPPORTED OR DOTING SUPPORTED UNITS OR ICBO EVALUATION SERVICE IN RECOGNIZED EQUINA NT WITH TENSION VALUES AS INDICATED *• THESE BOLTS MAY BE SUBSTITU t FOR EXPANSION BOLT 7 ICBO EVALUATION SERVICE INC. -".,REPORT 1841P TEXAS ALUMINUM INDUSTRIES, INC. Ew 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 THE PERGOLA PATI 0 COVER DRAWN BY. R2D2 8C"LE• NONE DRAWING DESCR1P110N DRAN[NG NUMBER ASHTON,VANCE & ASSOC.,INC. ATTACH® COVER TABLES PPC -4 DATE: OCT. 20, 1995 171 WITH LATTICE COVERING A N N'Hff x �3za$ 1 ��E,INEEq,s9 0 MICNAELM � VANLE � Crvs m h'".116'A 1' O� - t dT eeee. •q � •� YINY[l Y L, q Y1 `PCD rR0lE4 J LMq [Eq �y dleeeN r 4�PCL �Mrr.�q �•. e Izes� ° f TABLE, W,, MAXIMUM COLUMN_ SPACING =; a 10 PSF LIVE LOAD, 70 MPH WIND LOAD MAXIMUM 3 X 8 X .042 BEAM 3"X BEAM W NSERT TRIBUTARY MAX. COL. FOOTING SIZE MAX. COL. FOOTING SIZE WIDTH • SPACING- NO SLAB W AB ••• SPACING" NO SLAB W/SLAB ••• 6'-0" 13-7" (1) 18"S0.x 33" 18'SQ.x 24" 21'-8 (2) 26'SQ.x 33". 18"SQ.x 30" 7'-0" 12 -7" (1) 18'SQ.x 33" 18'SQ.x 24' 20-0 (2) 26"SQ.x 33" 18"SQ.x 30" 8'-0 11'-10'0) 18'SQ.x 33" 18"SQ.x-24' 18'-9 (2) 26'SQ.x 33' 18'SQ.x-30- 9'-0" 11'-2 (1) 18"SO:x 33" 18"SQ.x 24' 17'-8' (2) 26'SQ.x 33" 18"SQ.x 30" 10'-0' 10'-7" (1) 18"SQ.x'�3" 18"SQ.x 24" 16'-9' (2) 26'SQ.x 33' 118"SQ.x 30' 11'-0" 10'-1' (1) 18"SQ.x 3X 18"SQ.x 24" 16'-0' (2) 26'SQ.x 33' 18"SQ.x 30" 12'-0" 1 9'-8' (1) 18"SQ.x 33" 8"SQ.x 24" 15-4' 2 26"SQ.x 33' 18"SQ.x 30' 9'-0" 10 PSF LIVE LO 90 MPH WIND LOAD 6'-0" 13'-7" (1) 26"SQ.x 33" 18"SQ. 30' 1 21'-8' 2) 28-SQ.x 39' 22"SQ.x 30' 7'-0" 12'-7" (1) 26"SQ.x 33" 18'S0.x O" 20'-0" (2) 28'SQ.x 39" 22"SQ.x 30' 8'-0" 11'-10" (1) 26'SQ.x 33' 18"SQ.x " 18'-9 2) 28"SQ.x 39" 22'SQ.x 30' 9'-0" 11'-2" (1) 26'SQ.x 33' 18'SQ.x 30"\L17'-8' (2) 28'SQ.x 39' 22"SQ.x 30' 10'-0" 10'-7" 1) 26"SQ.x 33' 18"SQ.x 30" 6'-9' 2) 28"SQ.x 39" 22"SQ.x 30" 11'-0" 10'-1" (1) 26'SQ.x 33" 18"SO.x 30"1 '-O" 2 5'"SQ.x 39' 22'SQ.x 30' 12'-0" 9'-8" (1) 26"SQ.x 33' 18"SQ.x 30' 15' 4' (2) 28"SQ.x 39" 22'SO.x 30" 10'-2" (2) 28"SQ.x 39" 22'SQ.x 30' 16;Z2' (4) 30'SQ.x 39" 24"SQ.x 33" 10 PSF LIVE LOAD, 100 MP WIND LOAD, 6'-0" 13'-7" (2) 26'SQ.x 36' 20"SQ.x 30" 21'-8" 3 30'SQ.x 39' 24'SQ.x 33" 7'-0" 12'-7" (2) 26'SQ.x 36' 20"SQ.x 30'120'-0* ( 30"SQ.x 39' 24"SQ.X 33" 8'-0" 11'-10"(2) 26"SQ.x 36' 20"SQ.x 30"! 18'-9' (3) 30"SQ.x 39' 24'SQ.x 33" 91-0.11'-2" (2) 26'SQ.x 36' 20"SQ.x 30", 17'-8 3) 'SQ.x 39" 24"SQ.x 33" 10'-0' 10'-7 (2Y 26'SQ.x 36' 20"SQ.x.30" 1 16'-9" 3) "SQ.x 39" 24'SQ.x 33" 11,- 0. 110'- 1" (2) 26'SQ.x 36' 20"SQ.x 30' 16'-0 3) 30 .x 39" 24"SO.x 33" 12'-O" 9'-8" 2) 26"SQ.x 36" 20"SQ.x 30" 15'-4" 3) 30' .x 39' 24'SQ.x 33" 10 PSF LIVE LOAD, 110 MPH WIND • AD 6'-0 13'-1 2) 28'SQ.x 39' 22'SQ.x 30" 21'-8' (4) 30"SQ.x 2' 24"SQ.x 33" 7'-0" 12'-7" 2) 28'SQ.x 39' 22"SQ.x 30" 20'-O' 4) 30"SQ.x 4 " 24'SQ.x 33' 8'-0' _ 11'-10" 2) 28"SQ.x 39' 22"SQ.x 30' 18'-9' (4) 30'SQ.x 42 4"SQ.x 33" 9'-0" 11'-2` 2) 28"SQ.x 39" 22"SQ.x'30" 17'-8" (4) 30'SQ.x 42" "SQ.x 33" 10'-0" 10'-7` 2 28"SQ.x 39' 22"SQ.x 30" 16'-9' 4) 30"SQ.x 42" 24 SQ.x 33' 11'-0' 10'-1' (2) 28"SQ.x 39" 22"SQ.x 30" 16'-0" (4) 30"SQ.x 42" 24"*133: 12'-0 9'78 (2) 28'SQ.x 39' 22"SQ.x 30" 15=4' 4 30"SQ.x 42" 24"S 33 "? o; i`. ..........• SEE TRIBUTARY WIDTH TABLE, DRAWING PPC -3. COLUMN DESCRIPTION •• NUMBER IN PARENTHESIS IS THE COLUMN TYPE PER TABLE 'B" 5'-0" y A 3 1/2 INCH THICK (MIN.) CONCRETE SLAB SHALL OCCUR UNDI q aaL EXTEND 1'-9' MINIMUM BEYOND EXTERIOR FACE(S) OF COLUMNS, w nrss '" • � SEP � IN19J(i� - W/ 2"X 6 1/2-X .024" SIDEPLATES. (3) - u ♦' G eS'1'/ONwLt k TABLE "B" : COLUMN SCHEDULE COGEN COLUMN DESCRIPTION MAXIMUM 3" X 8 X .042" BEAM 3"X 8" BEAM W/INSERT TRIBUTARY MAX. COL. . FOOTING SIZE • MAX. COL. FOOTING SIZE WIDTH • SPACING •• NO SLAB W LAB ***. SPACING •• NO SLAB W ••• 5'-0" (1) 3" SQ. X .120" ALUM. CENTER COLUMN 7'-0" W/ 2"X 6 1/2-X .024" SIDEPLATES. (2) 3" SQ. X .095" STEEL CENTER COLUMN 9'-0' W/ 2"X 6 1/2-X .024" SIDEPLATES. (3) - 3" SQ. X .120" STEEL CENTER COLUMN 30 PSF SNOW LOAD, 90 MPH WIND LOAD W/ 2"X 6 1/2"X .024" SIDEPLATES. •' (4) 3" SQ. X .188" STEEL CENTER COLUM 6'-0" W/ 2"X 6 1/2-X .024" SIDEPLATES. •' • MAY BE SUBSTITUTED FOR COLUMN 1 n,`La os;�q°� ^ •• MAY BE SUBSTITUTED FOR COLUMN 1 & (2). t, ° •"' MAY BE SUBSTITUTED FOR COLUMN 1 (2) & (3) N. VP 0o s I ����•�' THE -PERGOLA-PATIO --COVER .TABLE : "A" MAXUM., COLUMN SPACING � =F- 20 PSF LIVE/SNOW LOAD, 70 -MPH WIND LOAD MAXIMUM 3" X 8 X .042" BEAM 3"X 8" BEAM W/INSERT TRIBUTARY MAX. COL. . FOOTING SIZE • MAX. COL. FOOTING SIZE WIDTH • SPACING •• NO SLAB W LAB ***. SPACING •• NO SLAB W ••• 5'-0" 11'-3" (1) 18'SQ.x 33' 18"SQ.x 24" 17'-8' (2) 24"SQ.x 33" 18"SQ.x 27" 6'-0" - 10'-2" (1) 18"SQ.x 33" 18"SQ.x 24" 16'-2" (2) 24'SQ.x 33" 18"SQ.x 27" 7'-0" 9'-6" (1) 18'SQ.x 33" 18"SQ.x 24' 14'-11"(2) 24'SQ.x 33" 18"SQ.x 27" 8'-0" 8'-10" (1) 18"SQ.x 33" 18'SQ.x 24" 14'-0" (2) 24"SQ.x 33' 18"SQ.x 27" 9'-0' 8'-4" (1) 118"SQ.x 33" 18"SQ.x 24" 13'-2 (2) I 24"SQ.x 33" 18"SQ.x 27' 10'-0" 7'-11" (1) 118"SQ.x 33" 18"SQ.x-24" 12'-6" (2) 24'SQ.x 33' 18'SQ.x 27" 30 PSF SNOW LOAD, 90 MPH WIND LOAD 20 PSF LIVE/SNOW LOAD, 90 MPH WIND LOAD 5'-0" 11'-3' (1) 26'SQ.x 33" 18'SQ.x 30" 17'-8` (2) 26'SQ.x 36" 20"SQ.x 30" 6'-0" 10'-2" (1) 26'SQ.x 33" 18"SQ.x 30' 16'-2" (2) 26'SQ.x 36" 20"SQ.x 30' T-0" T-6". 1) 26'SQ.x 33" 18"SQ.x 30" W-11"(2) 26'SQ.x 36" 20"SQ.x 30" 8'-0" W-10" (1) 26'SQ.x 33" 18"SQ.x 30" 14'-0" (2) 26"SQ.x 36" 20"SQ.x 30" 9'-0" 8'-4" (1) 26'SQ.x 33" 18"SQ.x 30" 13'-2" (2) 26"SQ.x 36" 20"SQ.x 30" 10'-0' 1 7'-11" 0 ) 26'S0.x 33" 18"SQ.x 30" 1 12'-6" (2) 1 26'SQ.x 36" 20"SQ.x 30" 9'-4' (2) 24'SQ.x 36". 20'SQ.x 27" .14'-8" 2) 28" SO.x 36' 22"SQ.x 30" 20 PSF LIVE/SNOW LOAD, 100 MPH WIND LOAD 5'-0" 11'-3" (2) 26'SQ.x 36" 20"SQ.x 30" 17'-8' (3) 28'SQ.x 39" 22"SQ.x 6'-0" 10'-2" (2) 26'SQ.x 36" 20"SO.x 30' 16'-2" (3) 28"SQ.x 39' 22" .x 30" T-0" 9'-6" (2) 26"SQ.x 36" 20"SQ.x 30' 14'-11"(3) 28"SQ.x 39 WSQ.X 30" W-0" W-10" (2) 26"SQ.x 36' 20'SQ.x 30" 14'-0" (3) 28'SQ.x 3 22'SQ.x 30' 9'-0" 8'-4' (2) 26'SQ.x 36" 20"SQ.x 30' 13'-2" (3) 28"SQ. 39' 22"SQ.x 30" 10'-0" T-11" (2) 26"SQ.x 36' 20'SQ.x 30" 12'-6" (3) 28' .x 39' 22"SQ.x 30' 8'-6" (2) 26'SQ.x 36' 20'SQ.x 30" 13'-5" 3) 30"SQ.x 39' 24"SQ.x 33" 20 PSF LIVE/SNOW LOAD, 110 MPA WIND LOAD 5'-0" 11'-3' (2) 28"SQ.x 39' 22'SQ.x 30' 17'-W(4) (4) 30"SQ.x 39" 24"SQ.x 33" W-0" 10'-2" (2) 28"SQ.x 39" 22'SQ.x 30' 16;Z2' (4) 30'SQ.x 39" 24"SQ.x 33" T-0" 9'-6" (2) 28'SQ.x 39" 22'SQ.x 30" 44'-11'(4) 30'SO.x 39" 24"SQ.x 33" 8'-0` 8'-10' (2) 28'SQ.x 39" 22'SQ.x 30' 14'-0" (4) 30'SQ.x 39" 24"SQ.x 33" 9'-0" 8'-4" (2) 28'SQ.x 39" 22"SO: 30' 13'-2' (4) 3O'SQ.x 39" 24"SQ.x 33' 10'-O" 7'-11" (2) 28'SQ.x 39" 22"SQ.x 30" 12'-6" (4) 3O'SQ.x 39" 24"SQ.x 33" i 18' MAX. LATTICE /\\\RHANG = -TABLE _A"- MAXIMUM-' COLUMN =' SPACING- ° 30 PSF SNOW' LOAD, ;70. MPH WIND LOAD MAXIMUM 3 X 8" X .04 BEAM X e BEAM W T.- - TRIBUTARY MAX. COL. FOOTING SIZE MAX. COL. I - FOOTING SIZE. ' WIDTH • SPACING •• NO SLAB W AB a• SPACING a NO SLAB W •a 5'-0' 9'-4" (t) 18'SQ.x 30' 18'SQ.x 24" 14'-8" (2) 24"SQ.x 30" 18"SQ.x 27" 6'-0" 8'-6" 1 18"SQ.x 30" 18'SQ.x 24' 13'-5" 2) 24"SQ.x 30" 18"SQ.x 27" - 7'-0". 7'-11" (1) 18"SQ.x 30" 18'SQ.x 24" 12'-5" (2) 24"SQ.x 30' 18"SQ.x 27" 8'-0" 7'-4" 1 18"SQ.x 30" 18"SQ.x 24'- 11'-7" 2) 24"SQ.x 30" 16"SQ.x 27' 9'-0" 6 -11 1 18"SQ.x 30" 18"SQ.x 24' 10'-11 2) 24'SQ.x 30' 18- -w 27" 30 PSF SNOW LOAD, 90 MPH WIND LOAD 5'-0" 9'-4" 1 4"SQ.x 30" 18"SQ.x 27' 14-8' 2) 26"SQ.x 36' 20"SQ.x 27" 6 -0" 8 -6" 24"SQ.x 30" 18"SQ.x 27' 13'-5" 2) 26'SQ.x 36" 20"SQ.x 27" 7'-0' 7' (1) 24'SQ.x-30' 18"SQ.x 27" 12'-5' 2) 26"SQ.x 36' 20"SQ.x 27" 24"SQ.x 30" 18'SQ.x 27" 11'-7' 2) 26"SQ.x 36' 20'SQ.x 27" 24"SQ.x 30" 18'SQ.x 27" 10'-11'(2) 26"SQ.x'36' 20"SQ.x 27" 30 PSF. SNOW LOAD, 1 100 MPH WIND LOAD 5'-0' 9'-4' (2) 24'SQ.x 36". 20'SQ.x 27" .14'-8" 2) 28" SO.x 36' 22"SQ.x 30" 6'-0' 8'-6" (2) 24"SQ.x 36" 20'SQ.x 27" 13'-5" 2) 28'SQ.x 36' 22"SQ.x 30' 7'-0" T-11" (2) 24"SQ.x 36" 20'SQ.x 27" 12'-5' 2) 28'SQ.x 36' 22"SQ.x 30" 8'-0" 7'-4"_L21 24"SQ.x 36" 20'SQ.x 27" 11'-7" 2) 28"SQ.x 36' 22"SQ.x 30' 9'-0" 6'-11" (2) 24"SQ.x 36" 20'SQ.x 27" 10'-11"(2) 28"SQ.x 36' 22"SQ.x 30" 30 PSF SNOW LOAD, 110 MPH WIND LOAD 5'-0' 9'-4" (2) 26'SQ.x 36" 20'SQ.x 30" 14'-8" 3) 30"SQ.x 39" 24'SQ.x 33" 6'-0" 8'-6" (2) 26'SQ.x 36' 20'SQ.x 30" 13'-5" 3) 30"SQ.x 39' 24"SQ.x 33" 7'-0" 7'-11" (2) 26"SQ.x 36" 20'SQ.x 30" 12'-5' (3) 30"SQ.x 39' 24"SQ.x 33' 8'-0" 7'-4" (2) 26'SQ.x 36" 20'SQ.x 30" 11'-7" (3) 30"SQ.x 39' 24"SQ.x 33' 9'-0" W-11" (2) 26"SQ.x 36" 20'SQ.x 30" 10'-11"(3) 30"SQ.x 39' 24"SO.x 33" RAFTER OVERHANG SEE TABLE, DWG. PPC -3 RAFTERS 0c TABLE MAX. SEE TABLE DWG. PPC -3 RAFTER SPAN, SEE , TABLE, DWG. PPC -3 ' f - _ RAFTER OVERHANG B SEE TABLE DWG. PPC -3 E BEAM OR 8' BEAM W /INSERT, SEE TABLE A% DWG. PPC -5 8'-6" MAXIMUM . COLUMN HEIGHT . C Gid(,• PP�� a �P off. • ; ., L w -4 i v 1 FREESTANDING PERGOLA PATIO COVER . (WITH LATTICE COVERING) ICBO' EVALUATION SERVICE INC. REPORT 1841P TEXAS ALUMINUM- INDUSTRIES, INC. 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 DRAWN BY-R2D2 SCAIE: NONE DRAWING DESCRIATlON DRAWING NUMBER PPC - ASHTON,VANCE & ASSOC.,INC. _ FREESTANDING COVER TABLES LATTICE COVERING RING -� ` DATE�OCT. 20. 1995 W a1 Em �OWEEH.y.9 e�7 YroluEiY o y vucE crva m 'mrzss�` ' y.a S dt ,eea $ noun r runt axceox , SEL Y.V� :.F •�cc.aEe •;ryn� ',,,�� h � CFo�A ,,• TABLE "A": MAXIMUM COLUMN SPACING 10 PSF LWE LOAD, 70 MPH WIND LOAD MAXIMUM TRIBUTARY WIDTH s MAXIMUM COLUMN SPAGNG - 3' X SrBEA AT SLAB " AT FTG.'" AT SLAB " M WANSERT AT FTG.'" 6'-0" 9'-7" 10'-5' 18' 9'-7" 16'-5° 20' 7'-0" 8'-3" 9'-7" 18" 8'-3° 15'-3-(21-) 8'-0" 7'-2" 9'-0" 18" 7'-2" 14'-3-(21-) 9'-0" 6'-5' 8'-6" 19" 6'-5" 13'-4'(22") 10'-0' 5'-9' 8'-1"(19.)5'-9" 4'-0" 10'-8-(20-) 12'-9" 22' 11-0' 5'-3' 7'-8" 19" 5'-3" 12'-2' 23" 12'-0' 4'-9" 7'-4" 20" 4'-9" 1 11'-7° 23° 10 PSF LVE LOAD, 90 MPH WIND LOAD 6'-0" 9'-7- 10'-5'(20-) 9'-7' 16'-5-(24-) 7'-0" 8'-3" 9'-7" 21' 8'-3° 15'-3-(24-) 8'-0" 7'-2" 9'-0" 21' 7'-2" 14'-3-(25-) 9'-0" 6'-5" 8'-6" 22" 6'-5' 13'-4-(25-) 10'-0 5'-9" 8'-1" 22' V-9" 12'-g-(26-) 11'-0 5'-3' 7'-8" 22" 5'-3" 12'-2' 26' 12'-0" 4'-g" 7'-4" 23" 4'-9" ll' -7"(25") 10 PSF LIVE LOAD, 100 MPH WIND LOAD 6'-0" 9'-1" 10'-5-(22-) 9'-1" 16'-5-(26-) 7'-0" 7'-9" 9'-7" 23" 7'-9" 15'-3'(26") 8'-0" 6'-9" 9'-0" 23" 6'-9' 14'-3-(27-) 9'-0" 6'-0" 8'-6" 24` 6'-0' 13'-4-(27-) 10'-0" 5'-5" 8'-1" 24' 5'-5" 12'-g-(28-) 5'-0" 4'-11" 7'-8" 24" 4'-11' 12'-2-(28-) 12'-0" 4'-6' 1 7'-4` 25" 4'-6' 1 11'-7" 29' 10 PSF LVE LOAD, 110 MPH WIND LOAD 6'-0" 7'-5" 10'-5-(23-) 7'-5" 16'-5-(27-) 7'-0" 6'-4" 9'-7" 24' 6'-4" 15'-3-(28-) 8'-0' 5'-7' 9'-0" 25' 5'-7" 14'-3 29' 9'-0" 4'-11" 8'-6" 25" 4'-11' 13'-4-(29-) 10'-0" 4'-5" 8'-1` 26" 4'-5' 12--9-(30-) 11'-0" 4'-0" 7'-8" 26' 4,-0' 12'-2-(30-) 12'-0" -- 1 7'-4" 26° -- 1 ll' -7"(3l') s SEE TRIBUTARY WIDTH TABLE, DRAWING PPC -3. s♦ USE COLUMN TYPE m,m,®OR®, TABLE 'B", DWG. PPC -4. ***USE COLUMN TYP�O, TABLE "B", DWG. PRC -4. NUMBER IN r ane ^ PARENTHESIS IS SI CRE FOOTINGNIN INCHES. WHERE FOOTING SIZE IN 28' CUBE, USE FOOTING DETAIL O a FRONT ROOF F :E DWG. CONT. RAFT. PER Q.. TABLE "A": MAXIMUM COLUMN SPACING COLUMN SPACING 20 PSF LIVE/SNOW LOAD, 70 MPH WIND LOAD MAXIMUM TRIBUTARY MAXIMUM COLUMN SPACING 3' ' X eWANSERT 15" -- WIDTH AT SLAB " AT FTG."* AT SLAB " AT FTG."' 5'-0' 6'-6° 8'-7" 16' 6'-6" 13'-6-(18-) 6--0- 5'-5' 7'-10'(16') 5'-5" 1T-4'(19-) 7'-0' 4'-8" 7'-3" 16" 4'-8" 11'-5" 19" 8'-0' 4'-0" 6'-9" 17" 4'-0" 10'-8-(20-) 9'-0" -- 6'-4" 17" -- 10'-1-(20-) 10'-0" -- 6'-0' 17" -- 9'-7' 20° 20 PSF LIVE/SNOW LOAD, 90 MPH WIND LOAD 5'-0' 6'-6" 8'-7" 18' 6'-6" 13'-6'(2l') 6'-0" 5'-5' 7'-10'(18-) 5'-5" 12'-4-(21-) 7'-0" 4'-8" 7'-3" 19' 4'-8" ll' -5"(22') 8'-0" 4'-0' 6'-9" 19' 4'-0" 10'-8-(22') 9'-0' -- 6'-4' 20" -- 10--l-(23-) 10'-0' -- 6'-0" 20' -- 9'-7-(23-) 20 PSF LIVE/SNOW LOAD, 100 MPH WIND LOAD 5'-0 6'-6" 8'-7' 19" 6'-6" 13'-6"(23") 6'-0 5'-5" 7'-10-(20-) 5'-5" 12'-4-(23-) 7'-0' 4'-8" 7'-3" 21" 4'-8" 11'-5' 24" 8'-0" 4'-0" 6'-9" 21" 4'-0" 10--8-(24-) 9'-0" -- 6'-4' 21" -- 10'-1' 25' 10'-0" -- 6'-0" 22" -- 9'-7-(25-) 20 PSF LIVE/SNOW LOAD, *110 MPH WIND LOAD 5'-0" 6'-6' 8'-7" 21" 6'-6" 13'-6-(24-) 6'-0" 5'-5" 7'-10-(21-) 5'-5" 12'-4"(25") 7'-0' 4'-8" 7'-3' 22" 4'-8" 11'-5' 25" 81-0.4'-0° 6'-9' 22" 4'-0" 10'-8-(26-) 9'-0" -- 6'-4`23"- -- 1 -tof 24K) 10'-0" -- 6'-0% 23' -- 9-r7-(27-) SEE \ 7 TABLE "A": MAXIMUM COLUMN SPACING 30 PSF SNOW LOAD, 70 MPH WIND LOAD MAXIMUM TRIBUTARY WIDTH s MAXIMUM COLUMN SPACING - X B' X 04r BEAM 8*8EAM AT SLAB " AT FTG."" AT SLAB " WANSERT AT FTG.s" 5'-0"-- 7'-2" 15" -- 11'-4° 18' 6'-0 -- 6'-5" 15" -- 10'-4-(18-) 7'-0"-- 6'-0" 16" -- 9'-7-(18-) 8'-0"-- 5'-8" 16" -- 8,-11-(19-) 9'-0" -- 5'-4"(16-).-- W/ ANGLES PER(W=1 EACH SIDE TO FRONT RAFTER W/2- /8 SMS 8.-5-(19-) 30 PSF SNOW LOAD, 90 MPH WIND LOAD 5'-0" -- 7'-2" 17" -- 11'-4" 20' 6'-0" -- 6'-5" 17" -- 10'-4" 20° 7'-0" -- 6'-0" 18" -- 9'-7-(21-) 8'-0"-- 5'-8" 18" -- 8'-11-(21-) 9'-0' -- 5'-4" 19" -- 8'-5-(22-) 30 PSF SNOW LOAD, 100 MPH WIND LOAD 5'-0"-- 7'-2" 18" -- it' -4" 21' 6'-0" -- 6'-5" 19" -- 10'-4-(22-) 7'-0"-- 6'-0' 19" -- 9'-7-(22-) 8'-0" -- 5'-8" 20° -- 8'-11-(23-) 9'-0" -- 5'-4" 20' -- 8'-5-(23-) 30 PSF SNOW LOAD, 110 MPH WIND LOAD 5'-0" -- 7'-2" 20" -4' 23" 6'-0" 6'-5"g22 -- 10'-4° 23" 7'-0" -- 6'-0"-- 9'-7' 24" 8'-0" -- 5'- -- 8'-11-(25-) 9'-0" -4" \ 'SOLID ROOF PANELS. USE ONLY scei)� s� SHO'DWGPpaCJ-17}IOS CONT. FRONT RAFTER BEYOND L ------- r SEE O FOR RAFTER TABLE "B": MINIMUM ATPACMMT LENGTH (L) TO PANEL SPAN (P.S.) RATIO WIND LOAD OPEN OR 70 MPH 90 MPH 100 MPH 110 MPH ENCLOSED' MIIJIMJM L/P.S. RATIO OPEN 1.0 1 1.0 1 1.0 1.0 ENCLOSED 1 1.25 1 1.50 1 1.75 1 2.0 s SEE NOTE #3, DRAWING PPC -7. PANEL OVERHANG 18" MAXIMUM 8'-0" MAX. COLUMN. HEIGHT BEAM OVERHANG 35% MAX. OF SPACING COLUMN 4PERO CO RAFT. PEREACH SIDE 1/2", 1 2" ER'H=1 c/ct ROOF P SMS ®12'c/c W/ ANGLES PER(W=1 EACH SIDE TO FRONT RAFTER W/2- /8 SMS ATTACHED PERGOLA 0 COVERL-6"j BEAM PER O "A" W%2 SIB SMS EA. ;rR EACH LEG COVERING) & TABLE DWG. PPC -6. LEG O ' P� o nxnAiELU ouNsroMINDUSTRIES,N, 8 s000. ICBO EVALUATION SERVICE INC. REPORT 1841P 2900 TEXAS )9 T P E A P AT I 0 DRAWN BY: BCAIE: COVER R2D2 NONE DATE:___ ASHTON,VANCE 1c. & ASSOC.,INC. DRAWING DE.4CRUMON ATTACHED COVER TABLES SOLID COVERING DRAWING NUMBER PPC -6 _--WITH C Hi ft ��3ga zoo;; � F soca ��GyIEER.sf �7 NICXNEIy m0 .t Y ryoEsea�`, . ,M„Lq'4P^z i 12661 i fye,Ox.11 lh QO pfGl61Chf0 �. J' - GENERAL NOTES FOR DRAWING PPC -7 1. INSULATED ROOF PANELS A.)) THE PANEL FACINGS CONSIST OF .025" OR .032" THICK ALUMINUM SKINS OF 3004-H164 ALLOY. B. THE ADHESIVE SHALL BE .MOR AD M-434, A PROPRIETARY ADHESIVE MANUFACTURED BY MORTON CHEMICAL AND CONFORMING TO THE REQUIREMENTS OF A TYPE II, CLASS 2 ADHESIVE. C.) CORE SHALL BE PRE -FORMED 1.5y/FT3 DENSITY EXPANDED POLYSTYRENE FOAM BY HOUSTON FOAM PLASTICS HAVING A FLAME SPREAD INDEX OF 5 WITH A SMOKE DENSITY OF 50-130 FOR THICKNESSES BETWEEN 2" AND 4". D.) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEMS A.) THROUGH C.) ABOVE, SHALL CERTIFY TO THE COMPLIANCE OF EACH SHIPMENT OF THAT COMPONENT WITH APPLICABLE SPECIFICATION(S). E.) PANELS SHALL BE CONTINUOUS IN THE DIRECTIONOF SLOPE WITH NO TRANSVERSE JOINTS. F. MAXIMUM ALLOWABLE SPANS ARE AS SHOWN IN TABLE, DWG. PPC -7. 2. WALL FASTENERS: A.) AT 10 PSF LIVE LOAD USE 1- #12 WOOD SCREW AT 16"c/c EMBEDDED 1 1/2" MINIMUM INTO GROUP 2 OR BETTER LUMBER. B.) AT 20 PSF AND 30 PSF LIVE/SNOW LOAD USE 2- #12 WOOD SCREWS AT 16"c% EMBEDDED 1 1/2" MINIMUM INTO GROUP 2 OR BETTER LUMBER. 3. ENCLOSABILITY THESE UNITS MAY BE ENCLOSED WITH CURRENTLY RECOGNIZED ICBO EVALUATION SERVICE, INC. PATIO COVER ENCLOSURE ,WALLS. 4. SEE DRAWING PPC -1 FOR ADDITIONAL NOTES. WALL FASTENERS X10 SMS SEE NOTE #2 �% TYPICAL 8- #6 SMSJISEE �I.75 AFTER rT= 040• � EXTRUSIONS ARE MATED WALL FASTENEI NOTE '#2 JTm.06 "il USE ONLY ® 10 PSF to EXTRUDED HANGER (6061-T6 ALUM.) 2- #8' SMS EA. PANEL LOCK 0 OPEN UNITS, 5- #8 SMS 0 ENCLOSED UNITS FASTENERS TO OCCUR WITHIN 1" OF VERTICAL LEG, TYPICAL 111111111 ROLLFORMED HANGER (ALUM 3004-H36) N 1 I ) f X16.0" 3004-H34 ALUM. PANEL t^ 2.50"--1 FRONT FASCIA (ALUM 3004-H36) A SOLID, ROOF PANEL SPANS ,PANEL TYPE PANEL * THICKNESS DESIGN LOADS ' 10 PSF L.L 20 PSF L.L/S.L 30 PSF S.L. T__70_ MPH WIND 90 MPH WIND 100 MPH WIND. 110 MPH WIND , MAXIMUM PANEL SPAN (MINIMUM SLOPE) 4� 7018"- 13'=8 (:4 /FT.) .. 3"=( 4"�FT.) e-11"(.4"/FT.) w 13'-8" (.4"/FT.) 11'-1" (.4"/FT.) - 18 - 3" (:4"/FT.) 12'-3' (4"/FT.) 8'-3" ('4"%FT:) 181- :"(."4"/FT.) 14'-9" (:4"/FT.) - 2 1/2-X 6" ROLLFORM •032" 20'-0" (.4"/FT.) 16'-0" (.4"/FT.) 14'-0' (.4"/FT.) 20'-0" (4"/FT.) 19'-4" (.4"/FT.) - ** .040" 21'-5" (.4"/FT.) 17'-2" (.4"/FT.) 15'-1" (.4"/FT.) 21'-5" (.4"/FT.) 21'-5" (.4"/FT.) - nj. ` .025" 16'-8" (.5"/FT.) 10'-10"(.5"/FT.) 8' -it" (.5"/FT.) 16'-8" (.5"/FT.) 16'-8" (.5"/FT.) - 4; .032" 18'-0" (.5"/FT.) 12'-3" (.5"/FT.) 10'-1" (.5"/FT.) 18'-0" (.5"/FT.) 18'-0" (.5"/FT.) - 3" INSULATED * OR SKIN THICKNESS AT 3" INSULATED PANEL. *. FROM ICBO ER 4244P. BRUCE CHALLMAN ENGINEER OF RECORD. *** FROM TEST DATA PROVIDED BY C.I. PROFESSIONAL SERVICES. WARREN CAVANAUGH ENGINEER OF RECORD. ' - {110 SMS O.12'c/c TYPICAL .330={ ' ALL EXTRUSIONS TO ROOF PANEL .362"" 1 :M2.500' ENERS J #2 5.000" 5.165" 4.500" 4.500" T- 3.274" I 1 2.370"_ 1-4.8754- -955 (FRONT) _EXTRUDED HANGER DELUXE GUTTER FASCIA DELUXE SIDE FASCIA STD.AF SCIA TRIM (6063-T6 ALUM.) (6063-T6 ALUM.) (6063-T6 ALUM.) (6063-T6 ALUM.) 2- #0 SMS ®OPEN UNITS METAL SKIN 5- #8 SMS 0 ENCLOSED FOAM CORE r` UNITS, TYPICAL 3.000" !,. .................. ' FOAM CORE 24 OR 48" COVERAGE' METAL SKIN pp�,�}�� 1 ANIM. - rj 3" INSULATED PANEL & ACCESSORIES T A ICBO EVALUATION SERVICE INC. REPORT 1841P TEXAS ALUMINUM INDUSTRIES, INC. s: 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 DRAWN BY: R2D2DRAWG DESCRUMON DRAWING NUMBER DATE: NONE ASIINI HTON,VANCE I, PPC-7 rC-r & ASSOC.,INC. SOLID ROOF PANELS OCT. 20, 1995