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9806-014 (PAT)LICENSED CONTRACTOR DECLARATION I. hereby affirm under penalty of perjury that I am licensed under provisions of C.Napier"9 (commencing with Section 7000) of Division 3 of the Business and Dfessionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date f "%61129 13 4 Date Signature of Contractor r j`- fi OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: (-) 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). ( ) 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: ( ) 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 & policy no. are: Carrier Policy No. E WrAll'T1.011 `ON. .11,F (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 subject to the workers' compensation provisions of Section 3700`of the Labor Code, I s=_!� comply with those provis'ons> / Date: Applicant .-- . ,t VWarningile to secure Workers' ompensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines 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 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. Signature (Owner/Agent) -�'- �R- d' ��/r'+ a /ar Date X r7.P { f PERMIT # CONTROL* BUILDING PERMIT DATE Q J1f)8 VALUATION S3,.,'/ 2LOT TRACT 7-850 JOB SITE ADDRESS 19-200 wICI R1.f0 0R APN OWNER CONTRACTOR /DESIGNER /ENGINEER MIKE Aoi,BIC 001131CK. A"A",io ,. WOJM"- iv-zu� VlC"�OitIR DR W. 51.i� S'1',. SIR A %.A. QI.TI 3'A CA 92253 C.,'ri.J1 O NA CA. USE OF PERMIT P.iiI'€c) 280 $0,F17 OF RA`1TO COVE'k ti ; Y , 9 AN 0 3 1998 .. 8 a Y 2 'L3 N1 ii aa rr ,qg ,yam,A/ ^ pp``p, q°�y�p AT ED d� aa dt 7. Ifs'C;.fit,Mt. f FrR,:S.9)(WilMAR Y PLAN 049CK F i 13 1.01. -€i * 430_318 Q! `000-4 J..00 %63 [I€{ `"T.1- RESI 410.141YO- 4i -owl €+TINA 1 CYCA4,,1"'4•)'N$rR'I)C"'MON AND T':(Ah1(''011Ck- $1,,04141 f'R-E-3ryAID FEES $0.0f) 'fi'd`;1'8'AJ, P;ri:Rki8:33' FERS 90,14" NOW G.� RECEIPT DATE BY DATE FINALED INSPECTOR w —1 INSPECTION RECORD • , 'OPtRATION y DATE INSPECTOR OPERATION DATE INSPECTOR 'f BUILDING APPROVALS MECHANICAL APPROVALS Set Back., 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 — BLOCKWALL APPROVALS Final POOLS - SPAS 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 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 l t Final Utility Notice (Perm) COMMENTS: " NAMEr a ADDRESSI 4 CITY u ,. ... I w . _.. ...,Ei... ..�....,. .... . „w �• ,. . . ...a1_ ,+.fir+... � ...6. -,..w -r.. _, 3�_. ._ �_.}..,_w..—� a ,<. .._ _ _ �k 7 i 40 SU 0ea. Su f.) or_ ri .. ... � �--w ' ,� t».. .. .... _ � .. r - ... �.__'. _ , �. �..,. ....�_....�' .__ _t�., ,»_'.•_ .i.,.. I ` yam... �> ... � i .. ,,.... .., . ...• ... . , . - . _ _: ...9.., . _,. ,.. .�.. '..t. _..�+..-. . • .. .. .fin-.• ,. _ L � ' #•93 •i —+ r ` SpgN SEf �+ >I 33•-- S ° 1 •y S �r + r ,a ��. - * t..+• J,., 4 "ra 't'_ , F + f RAFTER OVERHANG 9 9 t x RAFTERS ®24"c% B OkG' SEE TABLE — ' , i 1� MAX. SEE'TABLE AAS, DWG. PPC-33. DWG. PPC-3 jE i`8" BEAM OR 8" BEAM �GWEER.S D i W/INSERT, SEE TABLE'i A" DWG. PPC-4 ' a .o . ° a 'FOR THICKNESS ` MICIUEIM O N vPNCE z "• � 18" MAX. i 1 � SEE TABLESLATTICE m , ' otl cP �d OVERHANG I BEAM OVERHANG H0.116'r+ I \ POST SPACING FOR THICKNESS _ + FOR THICKNESS ' Al,SEE TABLES SEE TABLES r , 6063—T66ALUM. OR ATTACHED -4 COVERS GRADE :C rn Yo 8'-0 OR 8'-6' GALVANIZED STEEL li FREESTANDING a Or DW COVERS. SEE " c TABLELE *"AA' " DWG PPC-4 /_• /''L 3004—H36 ALUM, 3004—H�36 ALUM. r, •'- a� BEAM/RAFTER' O ', RAFTER/SIDEPLATE Q + COLUMN/POST Q \aG, = noun a �• - 3 s""0Ea s.,. a." r �'• 0-1/2' SQUARE .1 251 .. s .040' 6AND 0H 6T LU axEEq ' O� J J OR 2" SQUARE ,".P .. ? .4 _ T .048' ®STEEL + W t .1 O"ID . — ATTACHED� PERGOLA PATIO COVER ole• (WITH LATTICE COVERING) +. -20 E - - 0 �3004—H36 ALUM. 6061—T6 •ALUM: ' IPO , r GENERAL NOTES & SPECIFICATIONS 4 B R 6 ` LATTICE y , AM INSERT 1; ALUMINUM DESIGN STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM BUILDING CODE l i AND THE ALUMINUM CONSTRUCTION MANUAL NTA 2. .ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE �. BUILDING' ���� 1 �� �. EL I REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL, OR GREATER YIELD AND ULTIMATE �- o '' "w �� r Iclamr STRENGTHS. ENT + 3. ALL CONCRETE SHALL HAVE A. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. CONCRETE . 5040' ®-6063=T5 AND ry-p�A' p SLAB SHALL HAVE 3 1/2" MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. - ,'- _ CONDITIONALLY, (��®' I I4/1�& F��� - ' . - • ' i 3004-H36 ALUM. 1 _ °'"soF>Pr 4. ALL FOOTINGS SHALL.BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL DESIGN VERTICAL 048" • STEEL .. SOIL BEARING PRESSURE = 1000 PSF. ACCEPTED FORCONSTRUC ~ 5. ALL STEEL MEMBERS §Fi(�LL BE HOT DIP GALVANIZED OR ELECTROPLATED AND CONFORM TO AS •�' @p�' \ } SPEC. A-446 GRADE C. SME , 1 ®EBS dI"M '=il 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED, STAINLESS v ��� M STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO ASTM SPEC. A-307 AND HAVE ;; - - I f STANDARD CUT PLATE WASHERS: HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16 1N. MAXIMUM. ?e 7. EXPANSION ANCHORS INTO CONCRETE SHALL BE ICBO EVALUATION SERVICE, INC., RECOGNIZED AND SHALL HAVE THE MINIMUM VALUES INDICATED IN TABLE "C". MINIMUM CONCRETE EDGE DISTANCE __ \ _ IS SIX (6) INCHES. 1 ��� �j� B. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE +7�6(�`m�I i t 'MANUFACTURER, DESIGN LOADS � AND ENCLOSIBIUTY.— �s"0s;`E"c, 9. ALLITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE'�CIRCLED (i.e. PROJECTION, POST SPACING, FOOTING DETAIL. ETC.). "L,' } %� 7469 10. LATTICE TYPE COVERS SHALL NOT BE ENCLOSED, FREESTANDING COVERS OF ALL TYPES C /1� - f SHALL NOT BE ENCLOSED. + t"1 11. THE LATTICE TYPE STRUCTURES SHALL NOT BE COVERED WITH ANY TYPE O£ SOUD MATERIAL AS THE �. _ I.. DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTED' AREA OF THE LATTICE, RAFTERS,'. "' " BEAMS, ETC., PER I.C.B.O. CRITERIA.-' ETYPICAL BRACKET O r .a 3 001 Fei- • •r 7f; TEXAS i i ,I r' w. { '1 . .. _ _•� a •' a'i • - - y 1K. ICBO EVALUATION SERVICE -IN, REPORT 1841P TEXAS ALUMINUM INDUSTRIES; INC. x ''`+"' . • , x'• "' v. �. ! 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)948-90 0 _. -C DRAWN BY: SCALE: DRAWING DEBCRIP1i0N DRAWING NUMBER . D + Y } j all �� R2D2 d NONE ASHTON,VANCE & ASSOC.,INC. '+ + 'r�. ISOHEMC AND � r 1 3 THE PERGOLA PATIO COVER I, "..r .-.. - . r . DATE.00T. 20. 1995 ; . .. , PART DETAILS 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!4S TOTAL) 3'SQ. COLUMN PERO SSEEIDEPLATESTABLE "PERB'`DWWWWWWGGGGGGLJ . PPC -4 FOR REQUIRED THICKNESS #14 SMS AT TOP, BOTTOM & 24"c c MAX. BETWEEN. SEE 4ALTERNA7E ADJACENT Tsq-1 OF POST AND DEPLATES TYPICAL POST/COLUMN© BEAM SPLICE SHALL OCCUR DIRECTLY OVER AN INTERIOR POST. NOT PERMITTED O 2 — POST UNITS — 4 SMS 1 g t Y 1/2' OR © D !v 'OF - I I I #14 SMS O TOP, I I BOTTOM & 24'c/ MAX. BETWEEN I I - TIL I I ABEAM SIDEPLATE EACH SIDE PER() �3 SQ. POST BETWEEN SIDEPLATES PERO BEAM TO POST CONN. 0 514 SMS EACH SIDE O TOP, BOTTOM & 24'c/c MAX. BETWEEN SIDEPLATE 1 COLUMN 3 —#14 SMS EACH SIDE 2 1/2 -SO. X GALV. STEEL WASHER LATTICE TO RAFTER 6- 014 SMS EACH SIDE PLASTIC I 8" BEAM PER PLUGS, TYPICAL I SIDEPLATE EACH SIDE PERO 3'SQ. POST PER O 8" BEAM CONNECTION 1 3'SO. COLUMN AND FOOTING T—w I SIDEPLATES EACH SIDE rchr icrc PER CUMN SCHEDULE AND t 1. POST X COLUMN PERO SEE TABLE "C' .024' U BRACKET FOR EMBED DE (W-2 3/4'OR 3 1,/,8" ; H-3"; DWG. PPC -4 L-2 3/4') PER -,_�_ I� - ' �3 MIN. CONCRETE SLAB \ (5/8"0 EXPANSION BOLT ICBO RECOGNIZED FOR 750/ TENSICN. ATTACHED UNIT POST AT SLAB CONN. 0 5— J14 SMS EACH SIDE OF 'U' BRACKET TO POST X .046' COLUMN PER O SEE POST SLAB DETAIL I FOR PORTION NOT SHOWN ✓ U BRACKET TO FOOTING ANCHOR, SEE TABLE 'C', DWG. PPC -4 PER `/J EACH SIDE OF RA twat 1/2", H=1 1/2" L=2 3/4 ) W/2 —p8 SMS TO RAFTER & 2 —/14 SMS TO BEAM MAX. OR@ BEAM PER O 'U" BRACKET PERP6 [=J'l34', (H=1 1/2", L=2 W=2 1/8' O 6'RAFTER, W-3 1/8' O 8'RAFTER) W/4 —08 SMS TO RAFTER & 2 —/114 SMS TO BEAM RAFTER TO BEAM CONNECTION Q BEA TYPICAL ONTINUOUS INSERT ER05, BUTT PLIDIRECTLY OVER ITERIOR POST 2x CONTINUOUS DOUGLAS FIR LEDGER. SAME DEPTH AS RAFTERS 68 SMS f.- 2 — #12 X 1 1/2' WOOD SCREWS EACH SIDE ANGER TO LEDGER 2 — /8 SMS EACH SIDE PER O EACH SIDE OF rchr icrc l=6') W/2 —#8 SMS TO RAFTER & 2 —/12 X 1 1/2" WOOD SIMPSON U26R SCREWS TO LEDGER HANGER O 6-1/2' * ATTACH WOOD LEDGER TO HOUSE RAFTERS & U26-2 O 8" RAFTERS W/2 —/12 WOOD SCREWS O 16'c/c, PENETRATE SOLID WOOD BACKING 1 1/2" MINIMUM WALL. CONNECTION NESTS U" BRACKETS PER (W=3", H=1 1/8', L-2 3/4"). SEE O FOR PORTIONS NOT SHOWN 8" BEAM WITH 0 INSERT CONNECTION G q POST & FTG .3 -SO. POST PER O 1 �& TABLE "A", DWG. PPC -5 T'll-L CONCRETE SLAB LWHERE OCCURS 2-1/2'SQ. X 1/4' THICK GALVANIZED STEEL PLATE a WASHER INSIDE 'U' BRACKET — Ir -J 3/8'0 X 9"LONG BOLT THRU POST SEE TABLE "A" CONCRETE FOOTING IS A CUBE, SEE TABLE "A' DWG. PPC -4 OR PPC -6 ATTACHED UNIT FOR SIZE. PORT AT POOTTMr- (' omm l J 1 MOTH a LENGTH DWG. PPC -5 FOR CONCRETE FOOTING (SQUARE) DIMENSION FREESTANDING TYPE POST AT FOOTING CONN.@ 2 —#B BOTTOM OF INSERT BEAM NES U" BRACKETS _ _ = PER 3'SQ. SMS EACH SIDE �J BOTTOM OF t 3' X 8' BEAM 3'SOPOST O PER 3 lVgP.PT CT47M l H l ICBO EVALUATION SERVICE INC. REPORT 1841P TEXAS ALUMINUM INDUSTRIES, INC. 2900 PATIO DRIVE HOUSTON, TEXAS, 77017 (713)948-9000 's THE PERGOLA PATI 0 COVER DRANN BY. R2D2 DTE DRAWING DESCRIPTION DRAWINGNUHBER ASHTON,VANCE & Assoc.,nJc. nLrATis PPC -2 W.T. 9n 1QQ5 ��.$� Will .ems A I� �W"EEq.S9 YICWIELIA F W VM1LE O m � O" No.116'Rd FSS(ONAI E� 0 0 *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'-0" MAXIMUM IN HEIGHT. THE NUMBER IN PARENTHESIS IS FOR COLUMNS 8'-8" MAXIMUM IN HEIGHT. ***SEE TRIBUTARY WIDTH TABLE. DRAWING PPC -3. TABLE "B" : COLUMN SCHEDULE TABLE "A" MAXIMUM TYPE COLUMN SPACING Eii 3" SQ. X .024" CENTER COLUMN W/ 10 PSF LIVE LOAD, 70 MPH WIND LOAD 3" SQ. X .024" CENTER COLUMN W/ LOAD MAXIMUM TRIBUTARY MAXIMUM COLUMN SPACING " X 8' X 042' T MIN. NUMBER OF COLUMNS COLUMN TYPE ** WIDTH *** AT SLAB AT FTG. * AT SLAB AT FTG. • 2"X 6 1/2"X .032" SIDEPLATES **. 17'-8"(16) 2 2 2 2 2 2 2 16'-8' 21•-8" 19") 2 (2) 2 2) 2 (2) .2 (2) 7'-0 12 -7 12 -7 16" 14 -3' 20'-0" 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'-i' 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'=0" 9'-1' 10'-1` (18") 1 9'-1' 16'-0" 21" 2 2 2 K2 2 2 2 2 12'-0" 8'-4" 1 9'=8" (18') 1 8'-4" 15'-4" (21") 2 2 2 2 2 2 2 2 10 PSF LIVE LOAD, 90 MPH WIND LOAD 5'-0' 11'-2" 6'-0" 13'-7' 13'-7' 19" 16'-8' 21'-8" (2U3(4 2 2 2 2 2 2 2 2 7'-0" 12'-7" 12'-7" (19' 14'-3" 0'-0" (2 2 2 2 2 3) 2 2 8'-0" 11'-10" 11'-10' 19" 12'-6' 18'-9" (2 7'-11" 2 2 2 (3) 2 2 9'-0 11 -1 11'-2 20) 11'-1 17 -8 2 V-11" 2 2 2 (3) 2 2 10'-0 10 -0" 10 -7 20 10'-0" 16'-9" 22 2 3 3 4) 2 (3) 11'-O" 9'-1" TO- 20' V-1" 16'-0' (22 3 3) 3 (4) 212'-0" 5'-6" 8'-4" 9'-8" (21' B'-4" 15'-4" (2 4 2 2 3 3 4) 2 (3) 3 10 PSF LIVE LOAD, 100 MPH WIND LOAD 20 PSF LIVE/SNOW LOAD, 100 MPH WIND LOAD 6'-0 13'-7` 13'-7* 21' 15'-6" 21'-8* (23 2 (4) 2 2 2 (4) 2 2 7'-0" 12'-6" 12'-7' 21' 13'-3' 0'-0" 24" 3 (5 2 2 3 (5) 2 2 8'-0" 11'-0" 11'-10` 21" 11'-7' 18'-9" (25" 3 (6) 2 (3) 3 (6) 2 (3) 9'-O" 9'-9" it' -2" (22') 10'-4" 17'-8" (25' 3 (6) 2 (3) 3 (6) 2 (3) 10'-0' 8'-10 10'-7' 22 9'-4 16-9 (25' 4 (7 2 (3) -4-(7T' 2 (3) 11'-0' V-0 10'-1" 23" 8'-5" 16'-0" (26` 4 (-) 3 4) 4 (- 3 (4) 12'-0 7'-4 9'-8 23' 7'-97' 15'-4" 26" 4 (-) -3-T4) 4 (- 3 (4) 7 2 10 PSF LIVE LOAD, 110 MPH WIND LOAD 7 2 6'-0 12'-8* 13 -7' 22 12'-8- 21'-8" (25' 3 (-) 2 (3) 3 (-) 2 (3) 7'-0' 10'-10' 12'-7" (22`) 10'-10' 0'-0" (26" 4 -) 2 (4) 4 (-) -4(-) 2 4) 8'-0' 9'-6" 11'-10"(23") 9'-6' 18'-9" (26' 4 - 3 4 - 3 4) 9'-0" 8'-5' 11'-2" 23") 8'-5' 17'-8" 14'-11'(23") 3 5) 5 - 3 (5) 10'-0" 7'-7' 10'-7' 23" 7'-7" 16'-9" (27" 5 (-) 3 (5 5 -) 3 (5) 11'-0" 6'-11' 10'-i" (24" 6'-11' 16'-0" 28" 6 (- 3 (5) 6 -) 3 (5) 12'-0" 6'-4" 9'-8" (24') 6'-4" 15'-4" (28' 6 (-) 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'-0" MAXIMUM IN HEIGHT. THE NUMBER IN PARENTHESIS IS FOR COLUMNS 8'-8" MAXIMUM IN HEIGHT. ***SEE TRIBUTARY WIDTH TABLE. DRAWING PPC -3. TABLE "B" : COLUMN SCHEDULE COLUMN COLUMN DESCRIPTION TYPE COLUMN SPACING Eii 3" SQ. X .024" CENTER COLUMN W/ 2"X 6 1/2"X .024" SIDEPLATES *. Eo 3" SQ. X .024" CENTER COLUMN W/ LOAD 2"X 6 1/2"X .032" SIDEPLATES *. 25" 3" SQ. X .046" CENTER COLUMN W/ MAXIMUM MAXIMUM COLUMN SPACING TRIBUTARY 3- X 8" 3• X IgWrBE WANSERT WIDTH AT SLAB AT FTG. • AT SLAB AT FTG. • 2"X 6 1/2"X .024" SIDEPLATES **. ® 3" SQ. X .046" CENTER COLUMN W/ 11'-3" (14") 2"X 6 1/2"X .032" SIDEPLATES **. TABLE "C" : ANCHORAGE TO FOOTING TABLE "A" MAIM&UM ZE COLUMN SPACING 20" 5/8"0 EXPANSION BOLT EMBEDDED 2-3/4 INCHES MINIMUM 750 LB. TENSION). 20 PSF LIVE/SNOW LOAD, 70 &PH WIND LOAD MINIMUM 1125 LB. TENSION). 25" 5/8"0 EXPANSION BOLT EMBEDDED 7 INCHES MAXIMUM MAXIMUM COLUMN SPACING TRIBUTARY 3- X 8" 3• X IgWrBE WANSERT WIDTH AT SLAB AT FTG. • AT SLAB AT FTG. • MIN. NUMBER OF COLUMNS COLUMN TYPE •' 5'-0" 11'-2" 11'-3" (14") 11'-2" 17'-8"(16) 2 2 2 2 2 2 2 2 -6 -o" 9'-3 10'-2 (15") 9'-3` 16'--2"(l 7' 2 2 2 2 2 2 2 2 7'-0' 7'-11" 9'-6" (15') 7'-11" 14'-11"(17") 2 2 2 2 2 2 2 2 8'-0" 6'-11" 8'-10' 15" 6'-11" 14'-0'(18') 2 2 2 2 2 2 2 2 9'-0" 6'-2" 8'-4" 16") 1 6'-2" 13'-2`(18') 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 2 2 30 PSF SNOW LOAD, 20 PSF LIVE/SNOW LOAD, 90 MPH WIND LOAD 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" 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 B'-0' V-11" 8'-10' 18' W-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-) 1 3 4 2 3 3 4 2 3 14'-8.091.) 20 PSF LIVE/SNOW LOAD, 100 MPH WIND LOAD 2 2 4 5'-0' 11'-2" 11'-3' 18" 11'-2 17'-8"(21*) 2 4 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 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 6'-5` 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'---1 0" 21"6'-11" 14'-0 24) 4— 3 4 4— 3 4 9'-0` 6'-2" 8'-4" (21') 6'-2" 13'-2'(24") 5 — 3 5 5 — 3 5 10'-0" 5'-6" 7'-11' 21' 5'-6' 12'-6'(25') 5 - 3 5 5 - 3 5 TABLE "C" : ANCHORAGE TO FOOTING MAXIMUMFOOTING ANCHOR DESCRIPTION • ZE COLUMN SPACING 20" 5/8"0 EXPANSION BOLT EMBEDDED 2-3/4 INCHES 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 MINIMUM 1500 LB. TENSION). 28" 5/8"0 DEFORMED HEAD BOLT (HEX, SQUARE HEAD, TRIBUTARY WIDTH *a OR ANCHOR BOLT) EMBEDDED 6 INCHES MINIMUM. ** • USE AT SLAB SUPPORTED UNITS ONLY. • EXPANSION BOLTS SHALL BE HILTI KB -II CARBON'STEEL PER ICBO ER 4627 •• USE AT SLAB SUPPORTED OR FOOTING SUPPORTED UNITS. OR ICBO 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 NUMBER PPC -4 THE P E R G 0 LA PATIO COVER R2D2 DA: NONE ASHTON,VANCE ', & ABSOC.,INC. AHC "ICVCO��G3 OCT. 20. 1995 TABLE "A" MAXIMUM COLUMN SPACING 30 PSF SNOW LOAD, 70 MPH WIND LOAD MAXIMUM MAXIMUM COLUMN SPACING MIN. NUMBER OF COLUMNS TRIBUTARY WIDTH *a • AT SLAB AT FTG. • AT SLAB AT FTM • COLUMN TYPE " 5'-0" 7'-8' 9'-4" (13") 7'-8" 14'-8"(15") 2 2 2 2 2 (21 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 jgj 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' 4'-3" 6'-11" (15" 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 2 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 M22 2 2 8'-0" 4'-9" 7'-4` (17') 4'-9' ll' -7-(19o) 2 3 2 29'-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'-8.091.) 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'-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" -T;-- �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 - 2 3 6'-0 6'-5' 8'-6` 18 6'-5` 13'-5"(21") 3 - 2 37'-0' 5'-6' 7'-11' 19') 5'-6" 12'-5" 22' 4 - a33 2 48'-0"4'-9" 7'-4" (19`) 4'-9' 11'-7' 22' 4 - 3 49'0' 4'-3" V-11' 20") 4'-3' 10'-11" 23" 5- 3 5 • USE AT SLAB SUPPORTED UNITS ONLY. • EXPANSION BOLTS SHALL BE HILTI KB -II CARBON'STEEL PER ICBO ER 4627 •• USE AT SLAB SUPPORTED OR FOOTING SUPPORTED UNITS. OR ICBO 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 NUMBER PPC -4 THE P E R G 0 LA PATIO COVER R2D2 DA: NONE ASHTON,VANCE ', & ABSOC.,INC. AHC "ICVCO��G3 OCT. 20. 1995 W- 1, o �9 nii? is.F3a5 i n • ���0\NEEq,S G7 MICNAEI M. vo WVN10E _ otl crm yon No.l 16'Ly • i AMY Cp� i Jr encs. 'F = YIYMLL x M1 t••EF��," W f t TABLE "A" MAXIMUM COLUMN , SPACINGS L z ' 104PSF .LIVE LOAD, 70 MPH WIND LOAD MAXIMUM ' 3 X e -X .042 BEAN . 3"X BEAM W NSERT TRIBUTARY MAX. COL'. FOOTING SIZE MAX. COL. FOOTING SIZE 11NDTH • SPACING •• NO SLAB W AB ••• SPACING •• NO SLAB W/SLAB �•• 6'-0" 13'-7" (1) 18"SQ.x 33" 18"SQ.x 24" 21'-8 (2) 26"SQ.x 33' 18"SO.x 30" 7-'7-0" 72-'-7-0) 18"SO:x 33" 18"SO.x 24' 20'-0" (2) 26"SQ.x 33' 18"SQ.x 30" 8'-0 11'-10"(i 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"SQ.x •33" 18"SQ.x 24' 1 17'-8" (2) 26'SQ.x 33' 18"SQ.x 30" 10'-0` 10'-7' (1) 18"SQ.x 33" 18"SQ.x 24' 1 16'-9" (2) 26'SQ.x 33' 18"SQ.x 30' 11'-0" 10'-1' (1) 18"SQ.x 33" 118"SQ.x 24' 1 16'-0' (2) 26'SQ.x 33' 18"SQ.x'30" 12'-0' 9'-8" (1) 18"SQ.x 33" 118"SQ.x 24' 1 15-4" 2) 26"SQ.x 33" 18"SQ.x 30" 9'-0" 10 PSF LIVE LOAD, 90 MPH WIND LOAD' . . 6'-0" 13'-7" (1) 26'SQ.x 33' 18`SQ.x 30" 21'-8' (2) 28'SQ.x 39' 22"SQ.x 30" 7'-0" 12'-7' (1) 26'SO.x 33' 18'SG.x 30' 20'-0' (2) 28"SQ.x 39" 22'SO.x 30" 8'-0" If -10"(1) 26"SQ.x 33' 18"SQ.x 30' 18'-9 2 28'SQ.x 39" 22"SQ.x 30" 9'-0" 11'-2" 1) 26'SQ.x 33' 18'SQ.x 30" 17'-8" (27 28"SQ.x 39" 22"SQ.x'30' 10'-0" 10'-7' 1) 26"SQ.x 33" 18"SQ.x 30" 16'-9' 2 28`SQ.x 39" 22"SQ.x-30" . 10'-1" (1) 26'SQ.x 33' 18"SQ.x 30' 1 16'-0' 2 28-SQ.x 39' 22"SQ.x 30" (2) 28"SQ.x 39' 22"SQ.x.30` 17'-8' (4) 30"SO.x 39" 24"SQ.x 33' 1) 26"SQ.x 33' 118"SQ.x 30' 15'-4' (2) 28"SQ.x 39' 22"SO.x 30" 7-0" 10 PSF LIVE LOAD, 100 MPH WIND LOAD . 6'-0" 13'-7" (2) 26`SQ.x 36' 20"SQ.x 30" 21'-8' (3) 30'SQ.x 39" 24'SO.x 7'-0" 12'-7" (2) 26`SO.x 36' 20"SO.x 30" 20'-O' (3 30'SQ.x 39' 8'-0" ll' -10"(2) 26"SQ.x 36' 20"SQ.x 30" 118'-9` (3) 30`SQ.x 39' 9'-0 11'-2" 2) 26"SQ.x 36' 20"SQ.x 30'. 1T-8 3 30'SQ.x 39' 10'-0' 10'-7 2 26'SQ.x36' 20'SQ.x 30' 16'-9" 3) 30'SQ.x 39" 11 -0" 10'-1" (2) 26'SO.x 36' 20"SQ.x 30" 16'-0 3 30"SQ.x 39' 24"SQ.x 33" 12'-0' 9'-8' 2)tXQ-.x 36' 20"SQ.x 30' 15'-4" (3) 30'SQ.x 39" 24"SQ.x 33" 10 PSF LIVE LOAD, 110'`MPH WIND LOAD 6'-0 13'-1 2) 28"SQ.x 39' 22"SO.x 30" 21'-8' 4 30`SQ.x 42" 24'SO.x 33' 7'-0" 12'-7` 2) 28"SQ.x 39' 22"SQ.x 30" 20'-0' (4) 30'SQ.x 42' 24'SQ.x 33' 8'-0` 11'-10' 2) 28"SQ.x 39' 22"SQ.x 30" 18'-9' (4) 30"SQ.x 42" 24"SO.x 33" 9'-0" it' -2". 2) 28'SQ.x 39' 22"SO.x 30' 17'-8' (4) 30'SQ.x 42' 24"SO.x 33" 10'-0" 10'-7" (2) 28"SQ.x 39' 22"SQ.x 30" 16'-9' (4) 30'SQ.x 42' 24'SO.x 33" 11'-0" 10'-1"',(2) 28`SQ.x 39' 22"SO.x 30" 16'-0" (4) 30'SQ.x 42` 24`SQ.X 33' 12'-0 9'-8" (2) 28'SQ.x 39' 22"SQ.x 30" 15-4' 4 30'SQ.x 42" 24"SQ.x 33" TABLE _ "A" MAXIMUM COLUMN. SPACING, --o COLLUMN . 20',,PSF' LIVE/SNOW LOAD; 70 MPH -WIND LOAD MAXIMUM 3 X 8 X-.042* BEAM 3"X 8 BEAM W/INSERT TRIBUTARY MAX. COI. FOOTING SIZE MAX. COL' - FOOTING SIZE VNDTH . • SPACING - - NO SLAB W LAB ••• SPACING •• -NO SLAB 1 WYSLAB••- 5'-0' 11'-3" (1) 18"SQ.x 33' 1'8"SO.x 24" 17'-8" (2) 24'SO.x 33' 18"SQ.x 27' 6'-0" 10'-2' (1) 18"SQ.x 33" 18"SO.x 24" 16'-2" (2) 24'SO.x 33' 18'SO.x 27' 7'-0" 9'-6" -0) 18"SQ.x 33` 18"SQ.x 24" 14'-11'(2) 24'SQ.x 33" 18'SQ.x 27' B'-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" 1 8'-4" (1) 18"SO.x 33' 18'SQ.x 24" 13'-2 (2 24'SO.x 33" 18"SQ.x 27" 10'-0' 1 7'-11" (1)118"SQ.x 33" 18"SO.x 24". 12'-6''(2) 24'SQ.x 33' 18'SO.x 27' ` 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" W-0" 10'-2" (1) 26"SQ.x 33° 18"SQ.x.30' 16'-2" (2) 26"SQ.x 36" 20"SQ.x 30' 7'-0" 9'-6" (1) 26'SO.x 33" 18"SQ.x 30" 14'-11'(2) 26'SQ.x 36` 20"SQ.x 30" 8'-0" 8'-10' (1) 26"SQ.X 33' 18"SQ.x 30" 14'-0" (2) 26'SO.x 36" 20"SQ.x 30' 9'-0" 8'-4" (1) 26"SO.x 33" 18"SO.x 30" 13'-2" (2) 26'SQ.x 36" 20"SQ.x 30" 10'-0"- 1 7'-11" (1) 26'SQ.x 33' 18"SQ.x 30" 12'-6' (2).26'50.x 36" 20"SQ.x 30" 9'-4' (2) 24'SQ.x 36' 20'SQ.x 27" 14'-8" (2) 28"SQ.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`SO.x 30' (3) 28'SO.x 39" 22"SQ.x 30° 6'-0", -17'-8" 10'-2" (2) 26"SQ.x 36" 20"SQ.x 30' 16'-2" (3) 28'SQ.x 39" 22"SQ.x 30' T-0" 9'-6' (2) 26"SQ.x 36' 20'SQ.x 30" 14'-11'(3) 28'SQ.x 39" 22"SQ.x 30" 8'-0" 8'-10" (2) 26"SQ.x 36" 20'SO.x 30" 14'-0"- (3) 28"SO.x 39" 22"SQ.x 30" 9'-0` 8'-4" (2) 26'SQ.x 36" 20"SQ.x 30" 13'-2" (3) 28"SQ.x 39" 22"SQ.x 30" 10'-0" -1 7'-11" (2) 26"SQ.x 36° 20"SQ.x 30' 12'-6' (3) 28"SQ.x 39' 22"SQ.x 30- . -20 PSF LIVE/SNOW LOAD, 110 MPH WIND LOAD 5'-0'11'-3" (2) 28"SQ.x 39' 22"SQ.x.30` 17'-8' (4) 30"SO.x 39" 24"SQ.x 33' - 6'-0" 10'-2" (2) 28'SQ.x 39" 22'SQ.x 30" 16'-2' (4) 30'SQ.x 39" 24"SQ.x 33° 7-0" 9'-6" (2) 28'SQ.x 39" 22'SQ.x 30" 14'-11'(4) 30'SQ.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" 8'-4" .(2) 28'SQ.x 39" 22"SQ.x 30'. 13'-2" (4) 30'SQ.x 39" 24"SQ.x 33" 7'-11" (2) 28"SO.x 39" 22"SQ.x'30" 12'-6''(4) 30'SQ.x'39" 24"SQ.x 33" TABLE ""A" MAXIMUM COLUMN "SPACING; - COLLUMN . 30 PSF SNOW LOAD, 70 MPH WIND_ . LOAD, '.. ­ ' " MAXIMUM 3" x 8" X AW BEAM X 8 BEAM WANISERT- MAXIMUM TRIBUTARY MAX. COL. FOOTING SIZE MAX. COL. IFOOTING SIZE WIDTH • SPACING •• NO SLAB W AB M• SPACING_** N0 SLAB W ••• 5'-0' 9'-4' (1) 18"SO.x 30" 18'SQ.x 24' 14'-8" (2) 24"SO.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"SO.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" 8'70' 7-4" 1) 18'S0.x 30' 18'SQ.x 24" 1 11'-7" 2) 24"SQ.x 30' 18"SO.x 27` 9'-0' 6-11 (1)118'SQ.x 30" 18"SQ.x 24' 10'-11 2) 24"SQ.x•30` 18"SQ.x 27' �,% 30 PSF SNOW LOAD, 90' MPH WIND LOAD 5'-0" 9'-4" (1 24'SO.x 30" 18"SQ.x 27' 14'=8' 2) 26"SQ.x 36' 20"SQ:x 27" 6'-0" 8'-6" (1) 24'SQ.x ,30" 18"SQ.x 27" 13'-5" 2) 26"SQ.x 36' 20'SQ.x 27' 7'-0' 7'-11" (1) 24"SO.x 30" 18'SQ.x 27' 12'-5" 2) 26"SQ.x 36' 20'SQ.x 27" 8'-0" 7'-4' (1) 24'SO.x 30" 18`SQ.x 27" 11'-7" 2) 26"SQ.x 36' 20"SQ.x 27' 9'-0" W-11" (1) 24"SQ.x 30" 18'SQ.x 27: 10'-117(2) 26"SQ.x •36' 20'SO.x 27' 54, wm r �/ oy��% 30 PSF SNOW LOAD, 100, MPH WIND;, LOAD - 5'-0' 9'-4' (2) 24'SQ.x 36' 20'SQ.x 27" 14'-8" (2) 28"SQ.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'SO.x 30" 7'-0" 7'-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" (2) 24'SO.x 36" 20"SO.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'SO.x 33" 9'-0" 6'-11' (2) 26"SQ.x 36" 20"SQ.x 30" 10'-11'(3) 30"SO.x 39'. 24'SO.x 33' RAFTER OVERHANG RAFTER SPAN, SEE , SEE TABLE, DWG. PPC73 TABLE, DWG. PPC -3 i ° RAFTER OVERHANG •_ ' RAFTERS 0 24"c/c r - B SEE TABLE MAX. SEE TABLE DWG, PPC -3 DWG. PP LY, . - TABLE • "B" : COLUMN ' SCHEDULE COLLUMN . COLUMN DESCRIPTION - (1) ' *SEE •, D • 9 (2) 8* BEAM ,. 8* BEAM NUMBER IN PARENTHESIS IS THE COLUMN TYPE PER TABLE W BELOVit (3) �,% W/INSERT, SEE TABLE (4) !**A 3 1 /2 INCH THICI( (MIN.) CONCRETE SLAB SHALL OCCUR UNDER THE ENTIRE COVER AND kLl 46 EXTEND V-9" MINIMUM BEYOND EXTEIRIOR FACE(S) OF COLUMNS. 54, wm r �/ oy��% Iir. •-�. OVERHANG `- / POST SPACING . .-6" MAXIMUM COLUMN TABLE • "B" : COLUMN ' SCHEDULE COLLUMN . COLUMN DESCRIPTION - (1) ' 3" SQ. X .120" ALUM. CENTER COLUMN a W/ 2"X :6; 1/2-X .024" SIDEPLATES. (2) 3" SQ. X .095" STEEL CENTER COLUMN W/ 2"X 6 1/2"X .024" SIDEPLATES. - (3) 3" SQ. X .120" STEEL CENTER COLUMN W/ 2"X 6 1/27X .024' SIDEPLATES. *- (4) 3" SQ. X .188" STEEL CENTER COLUMN W/ 2"X 6 1/2-X .024" SIDEPLATES. '•• Joe e A s ,g _ � - G K • MAY BE SUBSTITUTED FOR COLUMN 1 • L p 55\'Y'LEy� •• MAY BE SUBSTITUTED FOR COLUMN 1 &.(2). ' , ;� ' - ' ; • -r �`- FREESTANDING PERGOLA PATIO COVER P EG\S,EN M1 `` ••• MAY BE SUBSTITUTED FOR COLUMN 1 , (2) , & . (3) °„° ... . ; (WITH LATTICE COVERING) .. , UA SERVICE INC. REPORT 1841P TEXAS ALUMINUM INDUSTRIES, INC. �. moo E�ICBG EVAL , TION � S • _ = - ��s�,v r �f,� _. • . 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 DRAWN . .. •�-'. .� _ - BY: SCA1E: ' DRAWING DESCRDTON DRAWING ' YNUMyBER R2D2 NONE DATE FREEANDING COVR TABES ; PPC -5 •AtPERGOLA!*' ASHTONVNCE &ASSOC._INC. THE 5 WH LATTCE COVERGOCT.20, 199 � I11— 4 s� �?OWEEH.yv MIENPELM T 0 a va+cE z ti'o.116� 6 M. p G �eoh`FF."n:9ti PO a DaY.flf 4?+ c p4? fN'1'/O nLEN 0 0 TABLE "A": MAXIMUM COLUMN SPACING 10 PSF LIVE LOAD, 70 MPH WIND LOAD MAXIMUM TRIBUTARY WIDTH MAXIMUM COLUMN SPACING 3• N T AT SLAB ** AT FTG **' AT SLAB ** AT FTC.**" 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'-g" 8'-1" 19" 5'-9' 12'-g-(22-) 11'-0• 5'-3' 7'-8" 19" 5'-3' 1 12'-2-(23-) 12'-0" 4'-9" 7'-4" 20' 4'-9" 1 11'-7' 23" 10 PSF LIVE LOAD, 90 MPH W= LOAD 6'-0"04'-9* 7' 10'-5-(20-) 9'-7" 16'-5-(24-) 7'-0"3' 7'-0" 9'-7" 21' 8'-3" 15'-3-(24-) 8'-02' 8'-0• 9'-0" 21' 7'-2" 14'-3'(25") 9'-0 5' 8'-6" 22" 6'-5' 13'-4" 25• 10'-09• 10'-0" 8'-1" 22' 5'-9' 12'-g-(26-) 11'-03` 20 PSF LIVE/SNOW LOAD, 7'-8" 22' 5'-3' 12'-2'(26') 12'-0' 19" 7'-4" 23' 4'-9" 11'-7. 26" 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-) 6'-6" 8'-7" 7'-8" 24' 4'-11" 12'-2-(28-) 12'-0" 4'-6" 7'-4" 25" 4'. 4'-8" 10 PSF LIVE 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'-01 4'-5' 8'-1" 26' 4'-5" 12'-9-(30-) 11'-0" 4'-0" 7'-8" 26' 4'-0' 12'-2' 30" 12'-0" -- 7'-4" 26' -- 11'-7' 31" TABLE "A": MAXIMUM 30 PSF SNOW' LOAD, 70 MPH WIND LOAD COLUMN SPACING 20 PSF LIVE/SNOW LOAD, 70 KPH WMD LOAD MAXIMUM TRIBUTARY VADTH $ MAXIMUM COLUMN SPACING 3" 3" X IrBEAM AT SLAB " AT FTG.— AT SLAB " WANSERT AT FTG.'** 5'-0" 6'-6' 8'-7" 16" 6'-6" 13'-6'(18") 6 -0 5'-5" 7'-10'(16*) 5'-5" 12'-4"(l 9* 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" -- g'-7"(20') 20 PSF LIVE/SNOW LOAD, 90 MPH WIND LOAD 5'-0' 6'-6" 8'-7" 18• 6'-6` 13'-6-(21-) 6'-0' 5'-5° 7'-10'(18-) 5'-5" 12'-4-(21-) 7'-0" 4'-8" 7'-3" 19" 4'-8" 11'-5' 22' 8'-0• 4'-0' 6'-9" 19' 4'-0" 10'-8-(22') 9'-0" -- 6'-4' 20• -- 10'-1-(23-) 10'-0" -- 6'-0' 20• -- g'-7-(23-) 20 PSF LIVE/SNOW LOAD, 100 MPH WIND LOAD 5'-0 6'-6' 8'-7" 19" 6'-6" 13'-6-(23-) 8'-5.25' 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'-o" -- 6'-4" 21" -- 10'-l"(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' 15'-8'(26') 9'-0" -- 6'-4" 23• -- 10'-1-(26-) 10'-0" -- 6'-0' 23• -- 9'-7-(27-) NERS, SEE PPC -7 TABLE "A": MAXIMUM COLUMN SPACING 30 PSF SNOW' LOAD, 70 MPH WIND LOAD MAXIMUM TRIBUTARY 1AMDTH MAXIMUM COLUMN SPACING 3• X 8' AT SLAB " AT FTG.**" AT SLAB " AT FTG.O** 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• -- 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" -- 11'-4' 21` 6'-0" -- 6'-5" 19" -- 10'-4'(22') 7'-0" -- 6'-0" 19" -- g'-7'(22-) 8'-0" -- 5'-8" 20" --• 8'-11'(23-) 9'-0 -- 5'-4" 20' -- 8'-5-(23-) 30 PSF SNOW LOAD, 110 MPH WW LOAD 5'-0" -- 7'-2" 20• -- 11'-4' 23' 6'-0" -- 6'-5" 20" -- 10'-4-(23-) 7'-0" -- 6'-0" 21" -- 9'-7-(24-) 8'-0" -- 5'-8" 21" -- 8'-11-(25-) 9'-0" 5'-4" 2Y -- 8'-5.25' ' SEE TRIBUTARY WIDTH TABLE, DRAWING PPC -3. •� USE COLUMN TYPE m,m,®OR®, TABLE 'B", DWG. PPC -4. ***USE COLUMN TYPE ® OR®, TABLE "B", DWG. PPC -4. NUMBER IN PARENTHESIS IS SIZE OF CONCRETE CUBE FOOTING IN INCHES. WHERE WALL FASTENERS, SEE .. FOOTING SIZE INDICATED EXCEEDS 28' CUBE, USE FOOTING DETAIL O. NOTE #2, DWG. PPC -7 SOLID ROOF PANEL, SEE DWG. PPC -7 VfCONTINUOUS WALL HANGER, SEE DWG. PPC -7 0 FRONT FASCI CONT. RAFT. PER Q ROOF PANELS, CONT. FRONT SEE DWG. PPC -7 RAFTER BEYOND SEE O FOR RAFTER TAILS 18' MAX. X12" MA L—_--_—__ 4PERO ---- EACH SIDE (W=1 1.. RAFTER 2" O , O #8 SMS EA. LEG I o / CONT. RAFT. PER O ROOF PANELS) W/ ANGLES PER O7 y8 SMS ® 12•c/c EACH SIDE TO FRONT ATTACHED PERGOLA PATIO COVER RAFTER W/2- #8 SMS EACH LEG (WITH SOLID COVERING) O ICBO EVALUATION SERVICE INC. REPORT 1841P ,A t TABLE "B": MINIMUM ATTACHMENT LENGTH (L) TO PANEL SPAN (P.S.) RATIO WIND LOAD OPEN OR 70 MPH 90 MPH 100 MPH 110 MPH TAILS PER BEAM PER 1 OPEN H=1•1 L=s ) i/2 -v 1.0 1.0 SPA CED 24"c/c± & TABLE "A' 1.25 1.50 1.75 2.0 DWG. PPC -6. O I o / CONT. RAFT. PER O ROOF PANELS) W/ ANGLES PER O7 y8 SMS ® 12•c/c EACH SIDE TO FRONT ATTACHED PERGOLA PATIO COVER RAFTER W/2- #8 SMS EACH LEG (WITH SOLID COVERING) O ICBO EVALUATION SERVICE INC. REPORT 1841P ,A t TABLE "B": MINIMUM ATTACHMENT LENGTH (L) TO PANEL SPAN (P.S.) RATIO WIND LOAD OPEN OR 70 MPH 90 MPH 100 MPH 110 MPH ENCLOSED' KDUWM L/P.S. RATIO OPEN 1.0 1.0 1.0 1.0 ENCLOSED 1.25 1.50 1.75 2.0 • SEE NOTE j3, DRAWING PPC -7. DRAWN BY: SCALE: THE PERGOLA PATIO COVER R2D2 NINE �ON,VANCE to & Assoc.,n�c. DATE: OCT. 20, 1995 HANG A -0" MAX. )LUMN. =1GHT IEAM OVERHANG 5579 MAX. OF 'PACING COLUMN TEXAS ALUMINUM INDUSTRIES, INC. ow 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 DRAWWG DESCRIPTION DRAWING NUMBER ATTACHED COVER TABLES PPC -6 WITH SOLID COVERING SOLID ROOF PANEL SPANS _ - a {PANEL TYPE PANEL * THICKNESS DESIGN LOADS A 20 PSF L.L/S.L 30 PSF S.L. 70 MPH WIND 90 MPH WIND GENERAL NOTES FOR DRAWING PPC -7 110 MPH WIND.- IND.MAXIMUM Will. .018" . 13'-8" (.4"/FT.) T-3" (.4"/FT.) m >>_lz 13'-8" (.4"/FT.) 11'-1" (.4"/FT.) - a�cc' .024" 1. INSULATED A.) ROOF PANELS THE PANEL FACINGS CONSIST OF .025" OR .032" THICK ALUMINUM SKINS OF 3004-H164 ALLOY. 8'-3" (.4"/FT.) 18'-3" (.4"/FT.) 14'-9" (.4"/FT.) B.) THE ADHESIVE SHALL BE .MOR AD M-434, A PROPRIETARY ADHESIVE MANUFACTURED BY MORTON OL " R/LFORM .032" 20'-0" (.4"/FT.) 16'-0" (.4"/FT.) CHEMICAL AND CONFORMING TO THE REQUIREMENTS OF A TYPE 11, CLASS 2 ADHESIVE. 20'-0" (.4"/FT.) 19'-4" (.4"/FT.) C.) CORE SHALL BE PRE -FORMED 1.5#/FT3 DENSITY EXPANDED POLYSTYRENE FOAM BY HOUSTON FOAM .040" 21'-5" (.4"/FT.) 17'-2" (.4"/FT.) 15'-1" (.4"/FT.) PLASTICS HAVING A FLAME SPREAD INDEX OF 5 WITH A SMOKE DENSITY OF 50-130 FOR THICKNESSES ' ��E,WEEq'Sr D.) BETWEEN 2" AND 4". THE MANUFACTURER OF ANY COMPONENT CITED IN ITEMS A.) THROUGH C.) ABOVE, SHALL CERTIFY. TO THE o wuuE[Y so COMPLIANCE OF EACH SHIPMENT OF THAT COMPONENT WITH APPLICABLE SPECIFICATION(S). „ vucE E.)' PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SLOPE WITH NO TRANSVERSE JOINTS. I}. .025" F. MAXIMUM ALLOWABLE SPANS ARE AS SHOWN IN TABLE, DWG. PPC -7. . 16'-8" (.5"/FT.) 2. WALL FASTENERS: - t�' A.) AT 10 PSF LIVE LOAD USE 1- #12 WOOD SCREW AT 16"c/c EMBEDDED 1 1/2" MINIMUM INTO GROUP 2 Y 10'-1" (.5"/FT.) 18'-0" (.5"/FT.) OR BETTER LUMBER. - B.) AT 20 PSF AND 30 PSF LIVE/SNOW LOAD USE 2- #12 WOOD SCREWS AT 16"c/c EMBEDDED 1 1/2" MINIMUM INTO GROUP 2 OR BETTER LUMBER. �06 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. noun r MA SOLID ROOF PANEL SPANS _ - a {PANEL TYPE PANEL * THICKNESS DESIGN LOADS .10 PSF Ll 20 PSF L.L/S.L 30 PSF S.L. 70 MPH WIND 90 MPH WIND 100 MPH; ONE 110 MPH WIND.- IND.MAXIMUM MAXIMUMPANEL SPAN (MINIMUM SLOPE) .018" . 13'-8" (.4"/FT.) T-3" (.4"/FT.) 4'-11" (.4"/FT.) 13'-8" (.4"/FT.) 11'-1" (.4"/FT.) - 1 .024" 18'-3" (.4"/FT.) 12'-3" (.4"/FT.) 8'-3" (.4"/FT.) 18'-3" (.4"/FT.) 14'-9" (.4"/FT.) - OL " R/LFORM .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.) - I}. .025" 16'-8" (.5"/FT.) 101-10"(.5"/FT.) 8'-11" (.5"/FT.) 16'-8" (.5"/FT.) 16'-8" (.5"/FT.) - t�' .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.L. PROFESSIONAL SERVICES. WARREN CAVANAUGH ENGINEER OF RECORD. WALL FASTENERS X10 SMS ®6"c% L 330={ p70 SMS O,IYc% TYPICAL TYPICAL SEE NOTE #2 ALL EXTRUSIONS TO ROOF PANEL 4.362" L ;i`.•''"., ^y9y°" = 8- 16 SMS 1150" 2.500" Lm mg s = zeer �!_API AFTERIt _ I EXTRUSIONS L "�`"•`'' ARE MATED7 WALL FASTENERSn WALL FASTENERS � SEE NOTE /j2 SEE NOTE #2 5.000" 4.500" 5.165" 4.500" O6 " N .25" 'oo T= 3.274" ' gg 4 T=.040" ills ?oEOYn 1.50" �1.75' II I 2.370"-J F=4.000{8751- 955 USE ONLY ® 10 PSF LC. (FRONT) EXTRUDED HANGER ROLLFORMED HANGER FRONT FASCIA EXTRUDED HANGER DELUXE GUTTER FASCIA DELUXE SIDE FASCIA STD. A TRIM vw°`Wr (6061-T6 ALUM.) (ALUM 3004-H36) (ALUM 3004-H36) (6063-T6 ALUM.) (6063-T6 ALUM.) (6063-T6 ALUM.) (6063-T6 ALUM.) 2- #8 SMS EA. PANEL N 1.0" jje Bsq,E �„n LOCK ® OPEN UNITS, L 2- SMS ® OPEN UNITS METAL SKIN 5- SMS 0 ENCLOSED L 5- Q8 SMS ® ENCLOSED FOAM CORE if '. UNITS UNITS, TYPICAL asin di N T .. L � 3.000" .:..,... - •::.:.. .. - a _ FASTENERS TO OCCUR I " 50'I I 25"I po •Er..,,`r_io° rw WITHIN 1" OF VERTICAL -1 I- -1 L ".'.. so"weer LEG, TYPICAL .. .. ........ 6.0' 3004-H34 ALUM. y FOAM CORE 24" OR 48" COVERAGE •ey,o"., Eq� _ - _ METAL SKIN PANE, PANEL. 7�9 6" FLAT PANEL & ACCESSORIES „ 3" INSULATED PANEL & ACCESSORIES. ICBO EVALUATION SERVICE INC. REPORT 1841P TEXAS ALUMINUM INDUSTRIES, INC... 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-900'0 el DRAWN BY: SCALE: R2D2 THE PERGOLA' 'PATIO COVER VIL NONE ASHTON,VANCE 17 & ASSOC.,INC. DRA�DiG DESCRIPRON • DRAWING NUMBER PPC _ ry OCT. 20, 1995 SOLID ROOF PANELS r t,