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9806-192 (PAT)co N U) W O M � d � W o Z CD O- o HCD w LU �a Z co LO N Orn U Q C — Z T Q IMO Q J J mQU OU C� 0) It Z_ cw Z)�-y V a J LICENSED COWRACTOR 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 6900/ J �� f -• . 6�l F ! Date Y #C; C Signature of Contractor— OWNER-BUILDER ontractor 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: Cartier FUND � l'� t Policy No. ST A.11'11.'. 7` 4. Ei*21`186,91 i. (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 shall forthwith comply witti thosef provisions. ,Yate: :." .,, x f: Applicant ht Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for jinspection purposes. y iGj cwt Signature (Owner/Agent) f� ':I' + Date''%` �~ BUILDINGPERMIT PERMIT# CONTROL# DATE VALUATION I LOT 990(0 92 TRACT 7 9 9 6 6/24108. 52,979.20 JOB SITE APN ADDRESS 79-260 VICT t RJR 1MVE'i�- fidl# 34:a-0si$ OWNER CONTRACTOR/DESIGNER/ENGINEER `MNI CC�NNEL) 9' 11;? S CL�Ivr�°�!'� i��:"IltJl�l' 79260 Vit"`i`QRJ.A. DR. :8621 MIRICK DR. L1 QUINTA. CA 922+3 CA 0.2203 //E�3gE,1"�tMAJDftry'�'p�UNES USE OF PERMIT 'A 10 224 S.F. ai(AlMVN'QXf 3.91:al.0--i P.P1 L O CO'i/ R (W90 4 184 `s P) PID :1% PISai10 i..i •o~b��81 e.�4Fc]+.b a'f. 71 �.,�/.f'iT §.sic El C�i ia.iiV a,9/t2l) S'f'R01401R'1f '!' af4 ITIC`, • REV) 101=000-241-00'0 x.50 ' f 2 !('jTA',c;'C-Wti tA`i`1CJN ,: ► n►,=lrw 0R}?>'t4 h� 0 PAD Jt8S IIRE-PAIDR�81 $0, 00 JUN 2 41998 'COT/L Pa?NNUT 141E.S 0.1 t10W NIT RECEIPT DATE if BY DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE I 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 BLOCKWALL PPROVALS POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final 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 r Final Utility Notice (Perm) COMMENTS: HN i F — =' Ig=- -5• ¢9 i F RAFTER OVERHANG _�RaS RAFTERS ®24"c% 0 SEE' TABLE MAX. SEE TABLE B AA DWG. PPC -3 - 3• DWG, PPC -3 C1 - r ' ------------------------- E"7" 8" BEAM OR 8" BEAM C!0 D �W/INSERT, SEE- TABLE i "A• DWG. PPC -4 •� N FOR THICKNESS 18" MAX. " I SEE TABLESLATTICEOVERHANGIBEAM OVERHANGa•H ' G FOR THICKN FOR 'THICKNESS R r` \ POST SPACIN, ESS SEE TABLES 3004-H36 2 ATTACHED COVERS 6" 6063-T6 . ALUM. 'OR A-446 GRADE C , n� O COLUMN o HT. SEE GALVANIZED STEEL 13 FREESTANDING "aad COVERS. TABLE •A• DWG PPC -4 C 3004=H36 ALUM. 3004H36 ALUM). - r' 43� ! BEAM/RAFTER RAFTER/SIDEPLATE',\ COLUMN POST 3 • n� �� A noun r ii O Nqk �N. • SQPG\ P 4¢ R •u �' - JAN . P O • 0-1/2" SQUARE.125• °° � ,..` • , 0 T OR 2" SQUARE ; . AN ALUM. "II J J s _ .048- •STEEL ATTACHED SUN COUNTRYTMPATIO COVER a��;,.•RrR (WITH LATTICE COVERING) " a _ —L -20Y.1 r n„M y2,59,— '3004-H36 ALUM. 6061-T6 ALUM. �* - GENERAL NOTES & SPECIFICATIONS- LATTICE 4 BEAM INSERT `=: - 5 TYPICAL "U" 'BRACKET t 6 1. ALUMINUM DESIGN STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM BUILDING CODE t 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 k {l K e ' m,�a STRENGTHS. `�iCITY I �( U I B ii 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. CONCRETE ,, i 040" ®6063-T5 AND SLAB SHALL HAVE 3 1/2" MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. ® i 3004-H36 ALUM. , FETY D E E'A RT M E N pj d`� 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. DESIGN VERTICAL ! _ ' ' ii �. I ^•` � � ,� 048" ®STEEL SOIL BEARING PRESSURE m 1000 PSF. T 5. ALL STEEL MEMBERS §H(►LL BE HOT DIP GALVANIZED OR ELECTROPLATED AND CONFORM TO ASTM _\' - .. SPEC. A-446 GRADE C. f t P a o �LL Y Y is CO�DEiIOr,�,,,� 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED, STAINLESS q F , ^ p�! STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO ASTM SPEC. A-307 AND HAVE �C�EPT ®.f -O CON (a,9UC -ION STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16 IN. MAXIMUM, •-v ,- -;.*�• = - ++--- =ate^- -- �-J 7. EXPANSION ANCHORS INTO CONCRETE SHALL. BE ICSO EVALUATION SERVICE, INC., RECOGNIZED AND ' �. <.. S BJE T TO INSTAL -ION AS �Efl SHALL HAVE THE MINIMUM VALUES INDICATED IN TABLE "C". MINIMUM CONCRETE EDGE DISTANCE 6. r V G ! 4J IV IS SIX (6) INCHES. k { 8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSIBILITY. — — — — — — — l�� 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE. CIRCLED (i.e. PROJECTION, w ` z �" POST SPACING, FOOTING DETAIL, ETC.).L AND ALL APPLI A LE CODES - 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 THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTED AREA OF THE LATTICE, RAFTERS, 'L "BRACKET'O " � � � —� � BY BEAMS, ETC., PER I.C.B.O. CRITERIA. r TYPICAL a s ' `VI . >- �• , , ICBO .EVALUATION SERVICE - INC:: REPORT. ,1841P 2900 PATIO DRIVE • HOUSTON, TEXAS 77017 • (713) 946-9000 T DRAWN BY: SCALE: _ DRAWING DESCRIPTION GENERAL . NO S n[sr►�rnaG NIMER Deluxe Lattice System R2D2 'NONE' e# �' _ PPC -1 ASHTON,VANCE & ASSOC.,INC. ISO�[E'fRIC AND a Division of Viking Builders, Inc. DATE OCT. ;20,� 1995' '� ' ���„ PART DETAE S o; ALTERNATE —3 nii USE 4 PER O(W 3/4-, H=3/4', L=2') O TOP, BOTTOM & MID HEIGHT W/2 —1/8'E POP RIVETS EACH LEG. (12L4'S TOTAL) 3'SQ. COLUMN PER O p MILNNEIM � VANCE sc Wvrt — �O v a0+ syn i,Bo9 i t2Bb2 .; j 39 F�SIO 'Alt SIDEPLATES PER`LJ SEE TABLE 'B'. DWr. PPC -4 FOR REQUIRED THICKNESS #14 SMS AT TOP, BOTTOM & 24"c/c MAX. BETWEEN. SEE .4 ALTERNATE ADJACENT TOF POST AND DEPLATES TYPICAL POST/COLUMN@ (BEAM SPLICE SMALL OCCUR DIRECTLY OVER AN INTERIOR POST. NOT PERMITTED O 2 — POST UNITS OR � 1 n0 BEAM I I SIDEPLATE EACH I I BOTTOM & 24'c% I I 114 SMS 0 TOP, ,Io SIDE PER@ MAX. BETWEEN I 3'SQ. POST BETWEEN I I SIDEPLATES PER O BEAM TO POST CONN. @ 08 SMS TYPICAL PER I PER TABLES )Qrc� LATTICE TO RAFTER 0 6— #14 SMS EACH SIDE PLASTICKh i q 4 I 8" BEAM PER O PLUGS, TYPICALI I i I �j _I SIDEPLATE EACH SIDE PER@ 3 -SO. POST PER O 8" BEAM CONNECTION fL 3'SO. COLUMN AND FOOTING SIDEPLATES EACH SIDE 1 PER C�UMN SCHEDULE I I AND (•/) S14 SMS EACH SIDE TOP, BOTTOM & I A �J 3"SQ. POST X COLUMN PER O SEE TABLE -C' I I 2 MAX. BETWEEN .024' 'U' BRACKET FOR EMBED DEPTH I SIDEPLATE TO COLUMN SIDEPL (W-2 3/$'OR 3 1 8'; H-3'; DWG. PPC -4 I 3 –j114 SMS I L-2 3/4') PER EACH SIDE 00 _ 3 1/2" MIN. I i--'TI-III— = i__T—III-=Ti—� CONCRETE SLAB -SQ. 5– #14 SMS 2 1/2 X 3/16" EACH SIDE OF GALV. STEEL PLATE "U- BRACKET WASHER 6- TO POST 5/8.0 EXPANSION BOLT ICSO RECOGNIZED FOR 750; TENSION. ATTACHED UNIT POST AT SLAB CONN. O 3"SO. X .046' COLUMN PER O SEE POS AT SLAB DETAIL FOR A PORTIONS NOT SHOWN 'U" BRACKET TO FOOTING ANCHOR, SEE TABLE 'C', DWG. PPC -4 PER O EACH SIDE OF RA TER �W=1 1/2", H=1 1/2' L=2 3/4) W/2 –/8 SMS TO RAFTER & 2 –114 SMS TO BEAM RAFTERS O 24'c c�� PER TABLES Z BEAM PER O "U' BRACKET PER 6 (H=1 1/2', l=2 3/4-, W=2 1/8' O 6 -RAFTER, W-3 1/8" O 8 -RAFTER) W/4 —/8 SMS TO RAFTER & 2 —p14 SMS TO BEAM RAFTER TO BEAM CONNECTION 2 -1/2 -SQ. X 1/4' THICK GALVANIZED STEEL PLATE WASHER INSIDE 'U' BRACKET CONCRETE FOOTING IS A CUBE, SEE TABLE -A' DWG- PPC -4 OR PPC -6 ATTACHED. UNIT FOR SIZE. POST AT FOOTING CONN.@ Deluxe Lattice System a Division of Viking Builders, Inc. BEA TYPICAL ONTINUOUS INSERT ER�, 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 0 INSERT CONNECTION G FE PO4-,3-SO. POST PERBLE "A', DWG. PPC -5 SIDEPLATES CONCRETE SLAB WHERE OCCURS 3/8-0 X 9 -LONG BOLT THRU POS1 SEE TABLE 'A" DWG. PPC -5 FOR CONCRETE FOOTING (SQUARE) `DIMENSION FREESTANDING TYPE POST AT FOOTING CONN.@ [CBO EVALUATION SERVICE INC. REPORT 1841P DRAWN BY: R2D2 SCAIE: NOTE DATE. ASHTONNANCE & ASSOC.,INC. OCT. 20, 1995 ' 2z CONTINUOUS DOUGLAS FIR LEDGER. SAME DEPTH AS RAFTERS 2 — #8 SMS�PZETA EACH SIDEBLEOR Z 2–#12X1f/2?WOQp SCREWS EACH SIDE ANGER TO LEDGER 2 – /8 SMS EACH SIDE / F6(�O RAFTERR(WW-1 EACH /2', HIDE �2Y �� L=6') W/2 –/8 SMS TO RAFTER & 2 –/12 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 –/12 WOOD SCREWS O 16'1 PENETRATE SOLID WOOD BACKING 1 1/2" MINIMUM WALL CONNECTION O BOTTOM OF 2 –#8 SMS INSERT BEAM NEST9.0BRACKETS --_—_= PER (} BOTTOM OF I II 3' X 8' BEAM 3'SO. SMS II II EACH SIDE II II. (3'SO. POST II I� PER O III IITIT -L INSERT SHIM 0 VIKING BUILDERS, INC. 2900 PATIO DRIVE - HOUSTON, TEXAS 77017 - (713) 946-9000 (WING DESCRIPTION I DRAWING NUMBER DETAILS ' � � !! _ .µ' °� �.� �- � �. -t• �, �ti a ��. r � t� i. - � � _c � - r. � � . : •. •� .. . ..'� b �'i•N' M 'y sa 3 "Y.a. � F F - '.-y.... � �. _. = v � ✓'1l.'1 • ."k.' -a '�l �^ .� � �. ��� , Z - + .. _ ,. - = YY' ->s, �'n �`t.--,+..-i»+w�•,or.r. w-. 4. ..�. ". x1z �..M, .Ji':V 4'rts 'a'J �'�I-v� .. '�h�'. `+�i"•'.+3 `y'K � . ✓' l � 4 - -`4+^ .. a ...n '..y, a � _ :xf. a e - '...? � � S".,F�`•. '��._+iY. .ay.Y • � . , y _ �'. _'� • .. � � r ` � .. ."�••b; u . r � pqq � h -. .... :.; . r'S`.. ` . � u ,T. " - n r. .. te- - y} _ w. G..+ _ R'� �'l{ .aa - - - � "! ' •, - • �otNeeN. , sr U cR V MICHAEL 1l rn - _ VANCE O^ r. I . 11 t': `'G[x, a"•;c�if, t Jeee' • �NNN 4 ' L p1 N';4wi+'97•, {r O•� �enlrn ,D :'� • it fffONALEr ��rOHAI fA .. • ��? ��o° rp�CF t e • M Y t sr r * FOR PATIO COVERS - r TRIBUTARY WIDTH TABLE RAFTER'SPAN TABLE . MAXIMUM RAFTER OR.'ROOF PANEL OVERHANG ;- l• 1 –0 1'-6' DESIGN :' LOAD RAFTER TYPE: 2" X 6 1/2" X..024" THICK 24". SPACING 22" SPACING 20" SPACING 18" SPACING SPAN O'HANG SPAN O'HANG SPAN O'HANG SPAN O'HANG 10 PSF L.L. r n 12,-5„ , , 49-6�p r » 13.–Ori . 4'-6'� , » •13,-0, , 4;-6�: r n 13 –0, r 4-6,; 20 PSF L.L./S. L. 9'-3'1' • 3=6 .9-8 3,-8 10-2 4'-0 10-8' 4'– 2" 30 PSF S.L. 7 –8 p 3'-7 0 89-01p 3 –0 , 8'– 5 3 –3 8'– 10 3 –6 70 110' MPH THRU MPH WIND 12'-5" 4'-6"' 13'-0". 4'-6" 13'-0" 4'-6" 13'•-0" .4'-6" 6'-6" 7'-6" 8'-0" RAFTER TYPE: 2" X 6 1/2" X .032' . THICK . 10 PSF L.L: " 16'-7" 4'-6" 17'-4" 4'-6" 17'-4" 4'-6" 17'-4" 4'=6" 20 PSF L.L./S.L. 12'-4" 4'-6" 12'-1014'-6" 8'-0" 13'-6" 4'-6" 14'-3" 4'-6" : 30 PSF' S.L. 10'-3" 4'-0" 10'-8" 4'-0" 11'-3" 4'-0" 11'-10' 4'-0" 70 110 MPH THRU MPH WIND * 16'_7" 4'-6" 17'-4" 4'-6" 17'-4" 4'-6" 17'-4" 4'-6" 17'-0" - 9'-0" 9'-6" RAFTER TYPE: 2" X 6 1/2" 2" X .040" THICK 18'-0" - 10 PSF L.L. 20'-9" 4'-6" 21'-8" 4'-6" 21'-8" 4'-6" 21'-8" 4'-6" 20 PSF L.L./S.L. 15'-5" 4'-6" 16'-1" 4'-6" 16'-11 4'-6" 17'-10' 4'-6"--,,. 30 PSF S.L. 12'-1.0" 4'-0" .13'– 4" 4'-0" 14'-0" 4'-0" 14'-9" 4'-0" ' 70 1.10 MPH THRU* MPH WIND 16'-7" ' 4'-6" 21'-8" 4'-6" 21'-8" 4'-6" 21'-8" 4• oll RAFTER TYPE: 3" X 8" X .030" THICK 10 PSF L.L. 17'-1" 4'-6" 17'-10' 4'-6" 17'-10' 4'-6" 17'-10' 4'-6" 20 PSF L.L./S.L. 12'-8" 4'-6" 13'-3" 4'-6" .13'– 10' 4'-6" 14'-7" 4'-6" 30 PSF S.L. 10'-6" 4'-0" 11'-0" 4'-0" 11'-6" 4'-0" 12'=2" 4'-0- 70 110 MPH MPH THRU WIND 17'-1" 4'-6" 17'-10' 4'-6" 17'-10' 4'-6" 17'-10' 4'-6" RAFTER TYPE: 3" X 8" X .036" THICK 10 PSF L.L. 20'-8"4'-6" 21'-7" 4'-6" 21'-7" 4'-6" 21'-7" '4'-6" 20 PSF L.L./S.L. 15'-4" 4'-6" 16'-0" 4'-6" 16'-10' 4'-6" 17'-9" .4'-6" 30 PSF S.L. 12'-9" 4'-0" 13'-4" 4'-0" 14'-0" 4'-0" 14'-8" '4'-0"1 70 110 MPH MPH THRU* WIND 20'-8" 4'-6" 21'-7" 4'-6" 21'-7" 4'-6" 21'-7" , 4,-6" RAFTER. TYPE: 3" X 8" X .042" THICK 4r- 10 PSF L.L. 23'-10" r » 4�-6„_ n 25'-0,,. r n 4r-6,� r » 25 –0„ r » 4-611- r n 25,-0„ 6,x- 4,-6,, 20 PSF L.L./S.L. 17-9*' 4'–V' 18-6” 4,-6,� 19'-5» 41-6" 20 –6," 4-6" • 30 PSF S.L. 14'-9 4 –0 15'-5 4 –0 16 –2 4 –0- 17 -0 - 4'– 070 110 MPH MPH THRU-_ WIND * 23'-10" 4'-6" 25'-0" 4'-6" 25-0" 4'-6" 25'-0" 4'-6"! * FOR PATIO COVERS - r TRIBUTARY WIDTH TABLE MAXIMUM" R ROOFOOF PANNE SPAN . MAXIMUM RAFTER OR.'ROOF PANEL OVERHANG ;- l• 1 –0 1'-6' 12'-0" �2 =6" 13'-0" 3'-6 4'-0" 4'=6' ' SUPPORT BEAM TRIBUTARY WIDTH (FEET) . ,6'– 0„ 3, , –6 4)-0" 5 –0 5'– 6 — — — —_ 7'-0" 4'-p,. 4r -6,r 5r-6» 6'–p„ 'i' 6'-6" — — — — 8r-0„ 4'-6» 5'=0" 6'-0" 6'-6"_G,7'-0", 7'-6" — — — =9'-0" 5'-0"' 5'-6" 6'-6" 7'-0'• it 7'-6" 8'-0" 9'-0" — — t' + '' r47 va _P_ .` 5'-6" 6,. 0" 7'-0" 7'-6�. � 8'-0" 1 8'-6" 9'-0" 10'-0" — 11'-0" 6'-0" 6'-6" 7'-6" 8'-0" 418'– 6" 9'-0"' 9'-6" 10'-6" — :12'-0" 6'-6" 7'-0,' 8'-0" 8'-6", ;l{ 9'-0" 9'-6" 10'-0" , * FOR PATIO COVERS - r TRIBUTARY WIDTH TABLE MAXIMUM" R ROOFOOF PANNE SPAN . MAXIMUM RAFTER OR.'ROOF PANEL OVERHANG ;- 0'-6"-- 1 –0 1'-6' 12'-0" �2 =6" 13'-0" 3'-6 4'-0" 4'=6' ' SUPPORT BEAM TRIBUTARY WIDTH (FEET) . ,6'– 0„ 3, , –6 4)-0" 5 –0 5'– 6 — — — —_ 7'-0" 4'-p,. 4r -6,r 5r-6» 6'–p„ 'i' 6'-6" — — — — 8r-0„ 4'-6» 5'=0" 6'-0" 6'-6"_G,7'-0", 7'-6" — — — =9'-0" 5'-0"' 5'-6" 6'-6" 7'-0'• it 7'-6" 8'-0" 9'-0" — — t' + '' r47 va _P_ .` 5'-6" 6,. 0" 7'-0" 7'-6�. � 8'-0" 1 8'-6" 9'-0" 10'-0" — 11'-0" 6'-0" 6'-6" 7'-6" 8'-0" 418'– 6" 9'-0"' 9'-6" 10'-6" — :12'-0" 6'-6" 7'-0,' 8'-0" 8'-6", ;l{ 9'-0" 9'-6" 10'-0" 11'-'0" 11'-6" 13'=0" 7'-0" 7'-6" 8'-6" 9'-0" '�;9'-6" 10'-0" 10'-6" 11'-6" 12'-0" •14'–'0" 7'-6" 8'-0" 8'-6" 9'-6" ;10'-0" 10'-6" 11'-0" 11'-6' 15'=0" _ 8'-0" 8'-6" 9'-0" 10'-0" -10'-6" 11'-0" 11'-6" 12'-0" — 16'=0" 8'-6" 9'-0" 9'-6" 10'-6" 11'-0" 11'-6" 12'-0" — — 17'-0" - 9'-0" 9'-6" 10'-0" 11'-0" .11'-6" 12'-0" 18'-0" - 9'-6" 10'-0" 10'-6" 11611.12,-0" — — — — 19'-0" - 10'-0" 10'-6" 11'-0" 12'-0"�,= 20'-0" `' 10'=6" 11'=0" 11'-6" 12'-0";— — — — — 21'-0" 11'-0',: '.11'-6" 12'-0" 22'-0" 11'-6".• 12'-0"23'_1 oll * FOR PATIO COVERS THAT ARE 10'-0" OR LESS IN HEIGHT. IT£ - •�"�-•� ' ICBG x � - i�1}..�1L•ti; S _.. " •-+v'��k - � 1.''-►"u`e t' + '' r47 va _P_ .` t __ ` _,1 41P .� �.�� .' it ,..�Y..7rV,' � ki•y ,. Y �i ' - 4 - . t� in''t ,r .F # . .. _ �. ,. n • i ru75 Deluxe Lattice's System DRARTN BY: R202 SCALE: �'`. NONE N � ! K #.r- r�-�, 'R+• -+•^�' ,gyp -'.',""J' w r �'�v-'�+ _ , 4 _ _ 1 i . 4 DRAWING, .LAMER +i b1y _ --2o ASHTON•VANCE^ err & ASSOC.,I NC. -'RAFTER SPANS AND C;�C9''S•' l' a Division- of Viking Builders;. Inc - •- F'~ 1 .. w -` •' - y, th ' A � ! T", • '] -G.n I+, AyJ"tr ,� 4- [S.. y_ ,. `.\ ' ' �cx A.•tp� ,> , y fa. - y, J ', ">,•' `,� ' a � � , •�! it ',«` f 4 - •..r, r ~• , y r -c � r _ '�. r r :v -N jS" ,i. rY, µ k . f r - ,}t _ � •• . * FOR PATIO COVERS THAT ARE 10'-0" OR LESS IN HEIGHT. J- , ICBG �: EVALUATION ,VIKING BUILDERS;:INC.' �. t SERVICE INC: REPORT. _,1 41P ° 2900 PATIODRIVEHOUSTON, TEXAS 77017 (713) 946'9000 Deluxe Lattice's System DRARTN BY: R202 SCALE: �'`. NONE ^ _ - - DRAM DESCRIPTION - DRAWING, .LAMER T _ --2o ASHTON•VANCE^ , �� & ASSOC.,I NC. -'RAFTER SPANS AND t•' a Division- of Viking Builders;. Inc DATE- - .. , ` ' 1.11 ':TRIBUTARY WIDTH TABLES EMU r, a 0 0 (D 12a6? (9 eNLIM121 OF 0 0 G:v§3 MICHAEIM � W` YANLEc [mr • y; 12687 11",y,� { 1268/ (9, TABLE "A" MAXIMUM COLUMN SPACING COLUMN TYPE 10 PSF LIVE LOAD, 70 MPH WIND LOAD MAXIMUM J X 8 X .0420 BEAM 3"X 8' BEAM W/INSERT TRIBUTARY MAX. COL. FOOTING SIZE MAX. COL. FOOTING SIZE WIDTH • SPACING •• NO SLAB W AB r•' SPACING •• NO SLAB IN SLAB 6'-0" 13'-7" (1) 18"SO.x 33" 18"SO.x 24" 21'-8 (2) 26'SQ.x 33" 18"SO.x 30" 7'-0" 12'-7" (1) 18'SO.x 33" 18'SQ.x 24" 20'-0 (2) 26"SO.x 33' 18"SQ.x 30" 8'-0" 11'-10"(1) 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'-B" (2) 26"SQ.x 33' 18"SQ.x 30" 10'-0" 10'-7' (1) 18"SQ.x 33" 18"SO.x 24" 16'-9" (2) 26'SO.x 33' 18"SO.x 30" 11'-0' 10'-1" (1)18"SQ.x 33" 118"SO.x 24" 16'-0" (2) 26"SQ.x 33' 18"SQ.x 30" 12'-0" 9'-8' (1) 18"SO.x 33" 118"SO.x 24" 15'-4' (2) 26"SQ.x 33' 18"SQ.x 30" 20 PSF LIVE/SNOW LOAD, 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" 7'70" 12'-7" (1) 26'SO.x 33' 18'SQ.x 30" 20'-0' (2) 28"SQ.x 39' 22'SQ.x 30" 8'-70'71-10'(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" (2) 28"SQ.x 39' 22"SQ.x 30" 10-0' 10'-7'1) 267S0.x 33' 18"SQ.x 30" 16'-9" 2) 28"SQ.x 39" 22'SQ.x 30" 11'-0" I 10'-1" 1) 26'SQ.x 33" 18"SO.x 30' 16'-0' 2 28'SQ.x 39" 22"SQ.x 30" 12'-0' 9'-8' 1) 26'SQ.x 33" 18"SQ.x 30' 15'-4" (2) 28"SO.x 39' 22"SQ.x 30" 11'-3" (2) 26"SO.x 36" 20"SQ.x 30" 10 PSF LIVE LOAD, 100 MPH WIND LOAD 6'-0" 113'-7" (2) 26'SO.x 36" 20"SO.x 30"! 21'-8" (3) 30'SQ.x 39" 24'SO.x 33' T-0" 12'-7' (2) 26"SQ.x 36' 20"SO.x 30"; 20'-0' (3) 30"SO.x 39" 24'SQ.x 33" 8'-0" !11'-10'(2) 26"SQ.x 36' 20"SO.x 30": 18'-9" (3) 30"SQ.x 39' 24"SO.x 33" 9'-0 11'-2" 27) 26'SQ.x 36" 20"SQ.x 30". 17-8* (37 3O"SO.x 39" 24'SO.x 33" 10'-0 10'-7 2 26'SQ.x 36" 20"SO.x 30" 16'-9' 3) 30"SQ.x 39" 24'SQ.x 33' 7'-11" (2) 26'SQ.x 36" 20'SQ.x 30"112'-6' 26'SQ.x 36' 20"SQ.x 30' 16'-0" 3 30"SQ.x 39" 24'SQ.x 33" 12'-0' . 9'-8' 2) 26"SQ.x 36' 20"SQ.x 30"' 15'-4 3 30"SQ.x 39' 24"SQ.x 33" 5'-0" 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"SQ.x 33" T -O" 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"SO.x 30" 18'-9' (4) 30'SO.x 42" 24'SQ.x 33' 9'-0" 11'-2" 2) 28"SQ.x 39. 22"SO.x 30" 17'-8' 4 30'SQ.x 42" 24'SQ.x 33" 10'-0" 10'-7' 2 28"SQ.x 39" 22"SO.x 30" 16'-9' 4) 30'SQ.x 42' 24"SQ.x 33" 11'-0' 10'-1" (2)128 - SQ.x 39' 22"SO.x 30" 16'-0' (4) 30"SQ.x 42' 124"SQ.x 33" 12'-0- 9'-8- 2) 28'SQ.x 39' 22"SO.x 30" 1 15'-4' 4 3O'SQ.x 42' 24"SQ.x 33" • SEE TRIBUTARY WIDTH TABLE, DRAWING PPC -3. •• NUMBER MI PARENTHESIS IS THE COLUMN TYPE PER TABLE 'B' BELOW: A 3 1/2 INCH THICK (MIN.) CONCRETE SLAB SMALL OCCUR UNDER THE ENTIRE COVER AND EXTEND 1'-9' MINIMUM BEYOND EXTERIOR FACE(S) OF COLUMNS. TABLE "B" : COLUMN SCHEDULE COLUMN TYPE COLUMN DESCRIPTION (1) 3" SO. X .120" ALUM. CENTER COLUMN 3" X 8" X .042' BEAM 3'X 8' BEAM WANSERT MAX. COL. FOOTING SIZE MAX. COL. FOOTING SIZE SPACING** NO SLAB WjSLAB rsr SPACING" NO SLAB W rrr W/ 2"X 6 1/2-X .024" SIDEPLATES. (2� 3" SQ. X .095" STEEL CENTER COLUMN 6'-0" W/ 2"X 6 1/2"X .024' SIDEPLATES. • (3) 3" SQ. X .120" STEEL CENTER COLUMN 9'-6" (1) 18"SQ.x 3T 18"SO.x 24" W/ 2"X 6 1/2"X .024" SIDEPLATES. " (4� 3" SO. X .188" STEEL CENTER COLUMN 14'-0" (2) 24'SQ.x 33" 18'SQ.x 27" W/ 2"X 6 1/2"X .024" SIDEPLATES. "' • MAY BE SUBSTITUTED FOR COLUMN 1 •• MAY BE SUBSTITUTED FOR COLUMN �1-t & (2). ••+ MAY BE SUBSTITUTED FOR COLUMN 1 (2) & (3) TABLE "A" MAXIMUM COLUMN SPACING 20 PSF LIVE/SNOW LOAD, 70 MPH WIND LOAD MAXIMUM TRIBUTARY WIDTH' 3" X 8" X .042' BEAM 3'X 8' BEAM WANSERT MAX. COL. FOOTING SIZE MAX. COL. FOOTING SIZE SPACING** NO SLAB WjSLAB rsr SPACING" NO SLAB W rrr 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'SO.x 33" 18'SQ.x 27' 7'-0" 9'-6" (1) 18"SQ.x 3T 18"SO.x 24" 14'-11"(2) 24'SQ.x 33" 18'SQ.x 27' 8'-O" 8'-10" (1) 118"SQ.x 33" 18"SO.x 24' 14'-0" (2) 24'SQ.x 33" 18'SQ.x 27" 9'-0" 8'-4" (1) 18"SQ.x 33" 18"SO.x 24" 13'-2" (2) 24'SQ.x 33" 18"SO.x 27" 10'-0" 7'-11" (1) 18"SO.x 33" 18"SQ.x 24" 12'-6" (2) 24'SQ.x 33" 118'SQ.x 27" 5'-0' 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' 7'-0" 9'-6" (1) 26'SQ.x 33" 18"SQ.x 30" 14'-11"(2) 26'SQ.x 36" 20"SQ.x 30" B' -O" 8'-10" (1) 26"SO.x 33" 18"SO.x 30" 14'-0" (2) 26'SQ.x 36" 20"SQ.x 30" 9'-0" 8'-4" (1) 26"SO.x 33" 18"SQ.x 30" 13'-2" (2) 26"SO.x 36" 20"SQ.x 30" 10'-0" 7'-11" (1) 26'SQ.x 33" 18"SQ.x 30" 12'-6' (2) 26'SO.x 36" 20"SQ.x 30" 6'-0" 20 PSF LIVE/SNOW LOAD, 100. MPH WIND LOAD 5'-0" 11'-3" (2) 26"SO.x 36" 20"SQ.x 30" 17'-8" (3) 28'SQ.x 39" 22"SQ.x 30" 6'-0" 10'-2" (2) 26'SQ.x 36" 20"SQ.x 30" 16'-2" (3) 28'SQ.x 39' 22"SQ.x 30" 7'-0" 9'-6" (2) 26"SO.x 35" 20"SQ.x 30" 14'-11"(3) 28'SQ.x 39" 22"SQ.x 30" 8'-0" 8'-10' (2) 26"SQ.x 35" 20'SQ.x 30' 14'-0" (3) 28'SQ.x 39" 22"SQ.x 30' 9'-O" 8'-4" (2) 26"SQ.x 36' 20"SQ.x 30' 13'-2" (3) 28'SQ.x 39" 22"SQ.x 30" 10'-0" 7'-11" (2) 26'SQ.x 36" 20'SQ.x 30"112'-6' (3) 28'SQ.x 39" 22"SQ.x 30" 12'-5" (3) 30"SQ.x 39" 24'SO.x 33" 20 PSF LIVE/SNOOP 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" 9'-0" 8'-4" (2) 28"SQ.x 39" 22'SQ.x 30' 13'-2" (4) 30'SQ.x 39" 24"SQ.x 33" 10'-0" 1 7'-11" (2) 28'SO.x 39" 22"SO.x 30" 12'-6' (4) 30'SO.x 39" 24"SQ.x 33" 18" MAX. LATTICE OVERHANG TABLE "A" MAIMIUM COLUMN SPACING 30 PSF SNOW LOAD, 70 MPH WIND LOAD MAXIMUM 3" X 8' X .&Y BEAM 3 X 8 BEAM W T TRIBUTARY MAX. COL. ,- FOOTING SIZE MAX. COL. FOOTING SIZE WIDTH • SPACING** ',NO SLAB W AB "' SPACING** NO SLAB W rp 5'-0" 9'-4" (1) 18"SO.x 30" 18"SO.x 24" 14'-8" (2) 24'SQ.x 30' 18"SO.x 27" 6'-0" 8'-6" (1) 18"SO:x 30" 18"SQ.x 24" 13'-5" 2) 24"SO.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'-0' 7'-4" (1) 18"SQ.x 30" 18"SQ.x 24" 11'-7' 2) 24'SQ.x 30' 18"SQ.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"SQ.x 30' 14'-8" (2) 26"SQ.x 36' 20"SO.x 27" 6'-0' 8'-6' (1) 24"SQ.x 30" 13'-5" (2) 26"SQ.x 36' 20'SO.x 27' 7'-0' 7'-11" (1) 24'SQ.x 30" E18'SQ.x 12'-5" (2) 26"SQ.x 36' 20'SQ.x 27" 8'-0" 7'-4" (1) 24"SQ.x 30" 11'-7' (2) 26"SQ.x 36' 20'SQ.x 27' 9'-0" 6'-11' (1) 24'SQ.x 30" 10'-11"(2) 26'SQ.x 36' 20'SO.x 27" 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'SO.x 27" 12'-5' (2) 28"SQ.x 36' 22"SQ.x 30' 8'-0- 7'-4" (2) 24'SQ.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'SO.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'SO.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' 6'-11" (2) 26'SQ.x 36' 20"SQ.x 30" W-11"(3) 30'SQ.x 39' 24"SO.x 33" RAFTER OVERHANG RAFTER SPAN, SEE SEE TABLE, DWG. PPC -3 TABLE, DWG. PPC -3 RAFTER OVERH TAANG RAPIERS ABU C� B SEE TABLE MAX. SEE TBLE DWG. PPC -3 DWG. PPC -3 i --N BEAM OR 8' BEAM NSERT, SEE TABLE , DWG. PPC -5 FREESTANDING SUN 'COUNTRYTAI PATIO COVER (WITH LATTICE COVERING) ICBO EVALUATION SERVICE INC. REPORT 1841P DRAWN BY: 3CAlE: Deluxe Lattice System R2D2 NONE ASH1oN,vANCE & ASSOC.,INC. a Division o Viking Builders Inc. DATE - OCT. g OCT. 20, 1995 VIKING BUILDERS, INC. 2900 PATIO DRIVE • HOUSTON, TEXAS 77017 • (713) 946-9000 � �' WING DESCRIPTION DRAWING NUMBER FREE.4PANDING COM TABLES PPC -5 WM LATTICE COVEMG k S—'33o Q�s , `3 uoa t; -C� s pR,s 3 �NpLry EEq C OZy MIC"AEIM m0 VANCE ^ 2 'YO Il6o� 0 TABLE "A": MAXIMUM COLUMN SPACING COLUMN SPACING 10 PSF LIVE LOAD, 70 MPH WIND LOAD MAXIMUM MAXIMUM COLUMN SPACING TRIBUTARY • 3" x "e AN WANSMT WIDTH 0 AT SLAB p AT FTG.— AT SLAB a 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" W-5" 1 13'-4'(22') 10'-0" 5'-9' B'-1" 19" 5'-9' 1 12'-g'(22-) 11'-0" 5'-3" 7'-8" 19` -5'- 3' 12'-2"(23') 12'-0` 4'-9" 7'-4" 20" 4'-9" 11'-7' 23" 10 PSF LIVE 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-)5'-9' 9'-7" 23" 12'-9-(26-) 11'-0" 5'-3" 7'-8" 22" 5'-3" 12'-2` 26" 12'-0" 4'-9' 7'-4" 23` 4'-9' 1 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" T2'-9-(28-) 11'-0" 4'-11" 7'-8" 24 4'-11" 12'-2"(28") 12'-0" 4'-6" 7'-4" 25` 4'-6" '11'-7" 29" 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'-0' 4'-5' 8'-1" 26' 4'-5" 12'-9.30" 11'-0' 1 4'-0' 1 7'-8" 26' 4'-0' 12'-2' 30' 12'-0' 1 -- 1 7'-4" 26" -- 1 11'-7' 31" TABLE "A": MAXIMUM COLUMN COLUMN SPACING 20 PSF LIVE/SNOW LOAD, 70 MPH WIND LOAD MAXIMUM MAXIMUM COLUMN SPACING TRIBUTARY 3" X" X M" BEAM 3" X 8'B AM WANSERT WIDTH AT SLAB - AT FTG.— AT SLAB « AT FTG. 5'-0` 6'-6" 8'-7" 16" 6'-6" 13'-6"(l 8' 6 -0" 5'-5' 7'-10-(16-) 5'-5" 12'-4-(19-) 7'-0' 4'-8" 7'-3" 16" 4'-8" 17--5"(19") 8'-0" 4'-0" 1 6'-9" 17" 4'-0" 10'-8" 20" 9'-0` -- 6'-4" 17" -- 10'-l"(20') 10'-0" -- 6'-0" 17" -----T9'-7-(20') 9'-7' 21' 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" 11'-5. 22" 8'-0" 4'-0" 6'-9" 19" 4'-0" 10'-8"(2 2" 9'-0' -- 6'-4" 20" -- 10'-1' 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'-l"(25*) 10'-0" 1 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" ll' -5-(25'). 8'-0" 4'-0" 6'-9" 22' 4'-0" 10'-8"(26") 9'-0" -- 6'-4"23` -- 10'-1' 26' 10'-0" -- 6'-0" 23' -- 9'-7" 27` FASTENERS, SEE ! DWG. PPC -7 TABLE "A": MAXIMUM COLUMN SPACING 30 PSF SNOW LOAD, 70 MPH WIND LOAD MAXIMUM TRIBUTARY WIDTIi MAXIMUM COLUMN SPACING 3" X 8' X AMWANSERT AT SLAB « AT FTG."* AT SLAB AT FTG.*** 5'-0" -- 7'-2" 15" 6'-0" -- 6'-5" 15" -- 10'-4-(18-) 7'-0" -- 6'-0" 16" -- 9'-7-(18-) 8'-0" -- 5'-8" 16" 9'-0" -- 5'-4" 16" 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" -- ll' -4"(2l') 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` -- 11'-4.23' 6'-0" -- 6'-5" (20-)-- 10'-4" 23" 7'-0" -- 6'-0" 21" -- 9'-7-(24-) W-0" -- 5'-8" 21" -- 8'-11-(25-) 9'-0" 5'-4" 22" -- 8'-5-(25-) ' SEE TRIBUTARY WIDTH TABLE, DRAWING PPC -3. $�.•• USE COLUMN TYPE m, m ,11 OR®, TABLE "B`, DWG. PPC -4. 8 qct ***USE COLUMN TYPE ® OR®, TABLE "B", DWG. PPC -4. NUMBER IN PARENTHESIS IS SIZE OF CONCRETE CUBE FOOTING IN INCHES. WHERE WALL FASTENERS, SEE FOOTING SIZE INDICATED EXCEEDS 28' CUBE, USE FOOTING DETAIL O NOTE #2, DWG. PPC -7 SEEND ROOF PANEL, DWG. PPC -7 (CONTINUOUS WALL (91 MANGER, SEE DWG. PPC -7 FRONT FASCI ROOF PANELS, CONT. RAFT. PER Q CONT. FRONT LA . i. SEE DWG. PPC -7 RAFTER BEYOND SEE O FOR RAFTER TAILS ,,••,,, yti 18" MAX. 12" MAX. I31[�LO ZV F�'T'ONAl -o 4 PER Q CONT. RAFT. PER Q EACH SIDE ROOF PANELS W/ ANGLES PER 7 "�N�`F" (W�1 1/2. RAFTER TAILS PER O . QOL p�015 iFyF0�f9 / H=1 1 2", 2 ,SPACED 24"c/ct EACH SIDE TO FRONT Q y8 SMS ®12'c/c 7469 L=6") W/2 � RAFTER W/2- ,j68 SMS �o,o,r( BEAM PERQ #8 SMS EA. EACH LEG SEE Y. V�`- & TABLE "A• LEG N DWG. PPC -6. OM O TABLE "B": bmamUM ATTAcHwENT LENGTH �L), TO PANEL SPAN (P.S.) RATIO WIND LOAD 70 MPH 19OMPH 1100 MPH 1 110 MPH SEN ENCLOSED` NINEWUM L/P.S. RATIO OPEN 1.0 1 1.0 1 1.0 1 1.0 ENCLOSED 1.25 1 1.50 1 1.75 1 2.0 • SEE NOTE J3, DRAWING PPC -7. ATTACHED SUN COUNTRYn, PATIO COVER (WITH LATTICE COVERING) �ICBO EVALUATION SERVICE INC. REPORT 1841PEVALUATION SERVICE INC. REPORT 1841P cAIE: ,,,, • Deluxe Lattice System DRAWN BY: R2D2 sNONEASHTON,VANCE & assoC.,INC. a Division of Viking Builders, Inc. DATE: OCT. 20, 1995 ;HANG I• -0" MAX. XUMN. DGHT EARA OVERHANG 5% MAX. OF PACING COLUMN VIKING BUILDERS, INC. 2900 PATIO DRIVE - HOUSTON, TEXAS 77017 - (713) 946-9000 WING DESCRIPTION DRAWING NUMBER PPC _ ^ ATTACHED COVER TABLES 6 WITH SOLID COVERING • r 1 SOLID ROOF PANEL: SPANS DESIGN LOADS PANEL PANEL * 10PSF, 20 PSF `30 PSF GENERAL NOTES FOR DRAWING PPC -7 90 MPH 100 MPH Leag3 TYPE THICKNESS ` r L.L L L/S:L S.L WND . WIND WIND WIND -; fl -1. y INSULATED ROOF PANFI s • §. :o--;$ .. A. THE PANEL FACINGS CONSIST OF .025" OR .032" THICK ALUMINUM SKINS OF 3004-H164 ALLOY. i d =�7E B. THE ADHESIVE SHALL BE MOR AD. M-434, A PROPRIETARY ADHESIVE MANUFACTURED BY MORTON pp §3 L 0248' CHEMICAL AND CONFORMING TO THE REQUIREMENTS OF A'TYPE II, CLASS 2 ADHESIVE. 12'-3" (.4'/FT.) 9 18''-`3" (.4"/FT.) 14'-9" (.4"/FT:) C.) CORE SHALL BE PRE -FORMED 1.5#/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". ROLLFORM" D.) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEMS A.) THROUGH C.) ABOVE, SHALL CERTIFY TO THE 16'-0". (.4`/FT.) 14' -O -.(.4 -/FT.) 20'-0"..(.4"/FT.) COMPLIANCE OF EACH SHIPMENT OF THAT COMPONENT WITH APPLICABLE SPECIFICATION(S)E.) CI - PANELS SHALL BE CONTINUOUS IN'THE DIRECTION OF SLOPE WITH NO TRANSVERSE JOINTS. -M 6o't9 F. MAXIMUM ALLOWABLE SPANS ARE AS SHOWN IN TABLE, DWG. PPC -7. 2. WALL FASTENERS: • � ' ° 21'-5" (.4"/FT.) - A.) AT 10 PSF LIVE LOAD USE 1- #12 WOOD SCREW AT 16"c/c EMBEDDED 1 1/2" MINIMUM INTO. GROUP 2. Y 21'-5" (.4"/FT.) B.) OR BETTER LUMBER. 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. - 3. ENCLOSABILIIY THESE UNITS MAY BE ENCLOSED WITH CURRENTLY RECOGNIZED ICBG EVALUATION SERVICE, INC. PATIO COVER ENCLOSURE WALLS s 4. SEE DRAWING 'PPC -1 FOR ADDITIONAL NOTES: t°autt r 16'-8' (.5"/FT.) 10'-10"(.5"/FT.) 8'-11"' (.5"/FT.) 16'-8" (.5"/FT.) 16'-8" (.5"/FT.) - "" .032" 18'-0" (.5"/FT.) 12'-3" (.5"/FT.) 1 SOLID ROOF PANEL: SPANS DESIGN LOADS PANEL PANEL * 10PSF, 20 PSF `30 PSF 70 MPH 90 MPH 100 MPH 110 MPH TYPE THICKNESS ` r L.L L L/S:L S.L WND . WIND WIND WIND MAXIMUM PANEL SPAN (MINIMUM SLOPE) .018" 13'-8" (.4" -/FT) 7'-3" (.4"/FT.) 4'-11" (.4"/FT.) 13-8" (.4"/FT.) 11'-1" (.4"/FT.) -+ L 0248' (.4"/FT:) 12'-3" (.4'/FT.) 8'-3" (.4'/FT.) 18''-`3" (.4"/FT.) 14'-9" (.4"/FT:) - ROLLFORM" •032" 20'-0"- (.4"/FT.) 16'-0". (.4`/FT.) 14' -O -.(.4 -/FT.) 20'-0"..(.4"/FT.) 19'-4" (4"/177.) - t ** 040' 21'-5" (.4"/FT.) 17'-2" (.4"/FT.) 15'-1" (.47/FT.) 21'-5" C4"/FT.) 21'-5" (.4"/FT.) - .025", 16'-8' (.5"/FT.) 10'-10"(.5"/FT.) 8'-11"' (.5"/FT.) 16'-8" (.5"/FT.) 16'-8" (.5"/FT.) - "" .032" 18'-0" (.5"/FT.) 12'-3" (.5"/FT.) 10'-1" (.5"/FT.) 18'-0" (.5"/FT.) 18'-0" (.5"/FT.) - Iq 3` INSULATED a' " *a,rOR SKIN 'THICKNESS AT`3" INSULATED PANEL: pit c rxor I P FROM ICBO ER 4244P: BRUCE CHALLMAN ENGINEER OF RECORD. " FROM TEST DATA PROVIDED BY C.I. PROFESSIONAL SERVICES. WARREN CAVANAUGH ENGINEERL OF RECORD. • r. WALL FASTENERSV #10 SMS 0 6"c% 1 } i I�.33 " y10 SMS O 12"c% TYPICAL II 07 YPICAL a .1; ALL EXTRUSIONS TO ROOF PANEL ' SEE NOTE #2 362�`r 1 FT - T •,�4� °ti=y _ o. AFTERS 1150" _ _ n}' r2500` 1 I 1 - '� . Ixeer i ( 1.15 =T 040 `_ " I ` r EXTRUSIONS ARE MATO WALL FASTENERS 1 WALL 'FASTENERS ��. SEE NOT #2.SEE NOTE ij2 5.000 I` 5.165' 4.500" 4.500" •t� N .25• o T= 3.274" 1 i 1 rp01lSL � fV = I 1 3 xa xvse'4SS•nn� T=.040" F -` +, I a.••' {I - _ .. _ "" ` C - ' ?oreun' 1 1.75-"1 1 I I 955. h~ 2.50`--y 2.370') . I -4.004-1875 USE ONLY 0 10 PSF.LL ',. � ttt i (FRONT) XT$�UDED HANGER , ROLLFORMED HANGER FRONT FASCIA = EXTRUDED HANGER DELUXE GUTTER FASCIA DELUXE SIDE FASCIA STD. ASC TRIM (6061-T6 ALUM.) (ALUM 3004-H36) (ALUM 3004-H36) (.6063-T6 ALUM.) (6063-T6 ALUM.) �i (6063-.T6 ALUM.) (6063-T6 ALUM.) wusolrl - i 2- X18 SMS EA. PANEL N 1.0` y 2- /j8 SMS ®OPEN UNITS .'R OF LOCK ®OPEN UNITS, 1 �, �•- I h _ '-.+ - 5- Iy8 SMS 'ENCLOSED METASKIN CORE - - 5- #8 SMS ® ENCLOSED �JL@F FF UNITS { UNITS, TYPIAL .1 a FASTENERS TO OCCUR A 3000" a " 50"I I 25" i i so +rm:,c,r° r`° . - WITHIN 1" OF VERTICAL I II� �1 - •'' - - rtt O e+ LEG. TYPICAL j ` 3004-H34' ALUM. " ; F. FOAM CORE 24" OR 48" COVERAGE t♦bpo".teEaee.. .+''�` _ ,METAL SKIN ��} - "°9 p♦OIf xE9rQ •S^r, , " - i.ANM. 1 t;i.' �A►fiW .. wr 7 .a 6" FLAT PANEL & ACCESSORIES + :; '3" INSULATED PANEL & ACCESSORIES Iry r onOp .. w� •r , RS, INC EVALUATION_' SERVICE `INC: 'REPORT '1841 P, "VIKING BUILDERS, egq�,9 ICBG ` *� * 2900 PATIO DRIVE HOUSTON TEXAS '77017 (713) 946-90 } r � Deluxe Lattice System r DRAWN BY: R2D2 SCALE. NONE <• DRAIiIIiG• DESCRIPTION DRAWING NUMBER +' +� y DATE: ASHTON;VANCE" & ASSOC.,INC.. SOLID ROOF PANELS } `rPPC- a Division of Viking Builders, Inc. _ t�, nr.T, n,QQ� .;