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9804-145 (PAT)t 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. 1. License # Lic. Class : Exp. Date 690.373 .a611/5111/598 � Date `f _ �' r. Signature of Contractor f ff '_ N' 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. (yr)/ 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. S Z'A` F FUND IW40866-97 (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 with those provisions. Date: Applicant— 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 tb cancellation. .. 4 I certify that I have read this application and state that the above'info�mation 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) t `.-� % Date BUILDINGPERMIT PERMIT CONTROL# DATE VALUATION LOT 980¢-145 TRACT 7094 4/23/98 55,3".70 JOB SITE • APN ADDRESS 71-185 LAT1G0 V OWNER r' CONTRACTOR/DESIGNER/ENGINEER FR2.ANI, MICHELIZZI ' BO'S S CON 5"1MUC-'1ION _ 79185 I,.A PICYO C 11.11. : 38'021 PdATPUCK DR LA QUINT A CA ' 922 3 BERMUDA DUNES CA .X203 ' (160)340228. COLA' USE OF PERMIT AL%iMA MOD OPEN LA11'RCE PATIO 399 SQ. FT. PORC1~ PIVI'lo 399.00 S>: ESTtt61=11-0 LOST or CONST RUCHON PERMIT F]EWSUAMAWY PLAN CHECKkF% 101-000-439-318 CONSTRUCTION FU 101.000-418-000 $$1.10 SIRO13OMOT.10N FFA-12WD. 1.01.000-241•-000 �.sa AkOT" �_ONSTRUCMON AND PLAIN CHECK$134.18 LESS PRE -PAID PUS 01. (YJ Q� ��� Q` TOTr�L PERMIT FEES D'VE NONE'' a134.1.>1 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 42 Final Final t7r g BLOCKWAll L 'APPROVALS 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 OX 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 Final Utility Notice (Perm) COMMENTS: Q �Ea�e • ��t,,NEEq. MICNAEIM T 0 N YANCE _ W t1Y4 C No 116',9 , M`Ipl\ O ',caw,re •..,C. ueex {j 0 18' MAX. LATTICE OVERHANG RAFTERS O 24'c/c MAX. SEE TABLE DWG. PPC -3 � sd I )CR( J K 'J RAFTER OVERHANG SEE TABLE DWG. PPC -3 I' BEAM OR 8' BEAM V/INSERT, SEE TABLE A' DWG. PPC -4 I8'-0' OR 8'-6' COLUMN HT. SEE C TABLE 'A' DWG PPC -4 A� a G\aG. QQG ATTACHED SUN COUNTRY" PATIO COVER (WITH LATTICE COVERING) GENERAL NOTES & SPECIFICATIONS 1. ALUMINUM -DESIGN STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM BUILDING CODE AND THE ALUMINUM CONSTRUCTION MANUAL 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED NTH THE ALUMINUM ASSOCIATION AND HAVE EQUAL, OR GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. CONCRETE SLAB SHALL HAVE 3 1/2' MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. DESIGN VERTICAL SOIL BEARING PRESSURE o 1000 PSF. 5. ALL STEEL MEMBERS §Hl LL BE HOT DIP GALVANIZED OR ELECTROPLATED AND CONFORM TO ASTM SPEC. A-446 GRADE C. 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED, STAINLESS 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. 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. 8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSIBILITY. 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED (i.e. PROJECTION, POST SPACING, FOOTING DETAIL, ETC.). 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, BEAMS, ETC., PER I.C.B.O. CRITERIA. 3004—H36 ALUM. BEAM RAFTER O 3004—H36 ALUM. LATTICE 4 .040' O 6063-T5 AND = 3004-H36 ALUM. .048' 0 STEEL J 0 3004—H36 ALUM. W RAFTER/SIDEPLATE 0 II 6061—T6,ALUM. BEAM INSERT 5 TYPICAL '4 "BRACKET O ICBO EVALUATION SERVICE INC. REPORT 1841P rx FOR THICKNESS SEE TABLES 3004-H36 2 ATTACHED COVERS 6063-T6 ALUM. OR A-446 GRADE 'C' GALVANIZED STEEL B FREESTANDING COVERS. COLUMN/POST I I , .04 ' 0 3-T .AN A _ .048_ • STEEL I- --------- , TYPICAL "U" BRACKET -CITY OF LA UINTA BUILDIN-� & SAFETY DuEFARTMENT CONDITIONALLY ACCEPTED FOR CONSTI JCTION SUBJECT TO INSTALLATION AS PER AND ALL APPLICABLE CODES 2900 PATIO DRIVE • HOUSTON, TEXAS 77017 • (713) 946-9000 Deluxe Lattice System a Division of Viking Builders, Inc. °D DRAWN BY: R202 125' 10 DRAWING DESCREMON ` . ,,, GENERAL N0f;5, ISOMETRIC AND PART DETAES DRAWING NUMBER PPC -1 n 20' 6061—T6,ALUM. BEAM INSERT 5 TYPICAL '4 "BRACKET O ICBO EVALUATION SERVICE INC. REPORT 1841P rx FOR THICKNESS SEE TABLES 3004-H36 2 ATTACHED COVERS 6063-T6 ALUM. OR A-446 GRADE 'C' GALVANIZED STEEL B FREESTANDING COVERS. COLUMN/POST I I , .04 ' 0 3-T .AN A _ .048_ • STEEL I- --------- , TYPICAL "U" BRACKET -CITY OF LA UINTA BUILDIN-� & SAFETY DuEFARTMENT CONDITIONALLY ACCEPTED FOR CONSTI JCTION SUBJECT TO INSTALLATION AS PER AND ALL APPLICABLE CODES 2900 PATIO DRIVE • HOUSTON, TEXAS 77017 • (713) 946-9000 Deluxe Lattice System a Division of Viking Builders, Inc. DRAWN BY: R202 SCALE: NONE ASHTON,VANCE �, & ASSOC-INC. DRAWING DESCREMON ` . ,,, GENERAL N0f;5, ISOMETRIC AND PART DETAES DRAWING NUMBER PPC -1 DATE- 20, 1995 c - r'n�5.3�7 ALTERNATE USE 4 PER ((W 3/4, H-3/4 L=2") O TOP, BOTTOM & MID HEIGHT W/2 -1/8"0 POP RIVETS EACH LEG. 3 "'io7 (12L'S TOTAL) 3'SO. COLUMN PER O � MILNNEIM 2 'O CM SEL M. I, fSJ101ALCN�• SIDEPLATES PERQ SEE TABLE 'B". 0 PPC -4 FOR REQUIRED THICKNESS 014 SMS AT TOP, BOTTOM & 24"c/c MAX. BETWEEN. SEE 4 ALTERNATE ADJACENT �� OF POST AND t SIDEPLATES TYPICAL POSLCOLUMN( (BEAM SPLICE SHALL OCCUR DIRECTLY OVER AN INTERIOR 4 POST. NOT PERMITTED O SIDE 2 - POST UNITS SMS 5 t 2'I'T'/" 1 2' ' ( OR© n BEAM I I SIDEPLATE EACH I I B14 SMS 0 TOP, OTTOM & 24'c/ I I SIDE PERO MAX. BETWEEN I 3'SQ. POST BETWEEN I I SIDEPLATES PER O BEAM TO POST CONN. /14 SMS EACH SIDE O TOP, BOTTOM & 24'c/c MAX. BETWEEN SIDEPLATE TO COLUMN 3 -#14 SMS EACH SIDE 2 1/2 -SO. X GALV. STEEL WASHER 08 SMS TMCAL LATTICE PER RAFTER PER TABLES Bc(OR( LATTICE TO RAFTER PLASTIC PLUGS, TYPICAL 8" BEAM CONNECTION BEAM PER O iEPLATE EACH iE PERO 0. POST 13 O vOv V 3 1/2' MIN. CONCRETE SLAB 5- #14 SMS EACH SIDE OFL U' BRACKET Jr TO POST 5/8-0 EXPANSION BOLT ICBO RECOGNIZED FOR 750; TENSION. ATTACHED UNIT POST AT SLAB CONN. PER O EACH SIDE OF RAF TER tW71 1/2', H=1 1/2- L=2 3/4 ) W/2 -/8 SMS TO RAFTER & 2 -/14 SMS TO BEAM PERTERS TABLE524'1 cORO} PER Q/J U "U' BRACKET PER/ U (H=1 1/Y, L=2 3 4', W-2 1/8 O 6"RAFTER, W-3 1/8" O 8 -RAFTER) W/4 -/8 SMS TO RAFTS & 2 -/14 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 ERcj BUTT PLIDIRECTLY OVER ITERIOR POST NESTE U' BRACKETS PER (W-3', H-1 1/8", L-2 3/4"). SEE O FOR PORTIONS NOT SHOWN 8" BEAM WITH O INSERT CONNECTION G POST & FTG 3"SQ. POST PER O 1 & TABLE "A', DWG. PPC -5 SIDEPLATES A CONCRETE SLAB I I WHERE OCCURS -----1- I -L- --a 3/8"0 X 9 -LONG I I" 'Ilf.'�;, ..-111-'t l••. .7 -4-J., BOLT THRU POVj— 41 SEE TABLE "A" DWG. PPC -5 FOR won+ a LENGTH CONCRETE FOOTING (SOUARE) DIMENSION FREESTANDING TYPE POST AT FOOTING CONN.(K) [CBO EVALUATION SERVICE INC. REPORT 1841F DRAWN BY: R2D2 SCALE: NOW DATE: ASHTONNANCE & ASSOC.,INC. OCT. 20, 1995 ' 2z CONTINUOUS DOUGLAS FIR LEDGER. SAME DEPTH AS RAFTERS - 08 SMS f.- N 2 - /12 X 1 1 /2' WOOD SCREWS EACH SIDE . HANGER TO LEDGER SMS !ACH SIDE / RAF TER PER O EACH SIDE OF PE TABL RAFTER ( --1 1/2", H-1 1/2', 1pp 2 L-6') W/2 -08 SMS TO RAFTER & 2 -/12 X 1 1/2" WOOD SIMPSON U26R SCREWS TO LEDGER HANGER O 6-1/2" RAFTERS & U28-2 * ATTACH WOOD LEDGER TO HOUSE O 8- RAFTERS W/2 -/12 WOOD SCREWS O 16"e/e, PENETRATE SOLID WOOD BACKING 1 1/2" MINIMUM WALL CONNECTION Q BOTTOM OF 2 -#8 SMS INSERT BEAM NESIE , U" BRACKETS —_—_= PER G I I BOTTOM OF II 3' X 8' BEAM 3'SQ. SMS II II EACH SIDE II IIj 3'50, OST II II PER 3 IIII II INSERT SHIM VIKING BUILDERS, INC.", A 2900 PATIO DRIVE - HOUSTON, TEXAS 77017 - (713) 946-9000 �'7�`F• DRAWING DESCREPTION DETAII.4 DRAWING NUMBER PPC -2 O q. 3 -SO. COLUMNMI AND FOOTING'Q. X .046' COLUMN PER 3 SIDEPLATES EACH SIDE PER CQ�UMN SCHEDULE JAND SEE POS SLAB (J OETAII UI fOR I ISO. POST X .024' COLUMN PERO U" BRACKET (W-2 3/4"OR 3 1 8'; H-3'; L-2 3/4"} PER 6 6 SEE TABLE C. I"UBRACKET 0 OR PPBED C-4DEPTN =i=T11:_�I _11-111.1:1-11 A –�-:�; PORTIONS NOT SHOWN TO FOOTING ANCHOR,SEE TABLE 'C', DWG. PPC -4 I_ -_I l 1=-1_ _. vOv V 3 1/2' MIN. CONCRETE SLAB 5- #14 SMS EACH SIDE OFL U' BRACKET Jr TO POST 5/8-0 EXPANSION BOLT ICBO RECOGNIZED FOR 750; TENSION. ATTACHED UNIT POST AT SLAB CONN. PER O EACH SIDE OF RAF TER tW71 1/2', H=1 1/2- L=2 3/4 ) W/2 -/8 SMS TO RAFTER & 2 -/14 SMS TO BEAM PERTERS TABLE524'1 cORO} PER Q/J U "U' BRACKET PER/ U (H=1 1/Y, L=2 3 4', W-2 1/8 O 6"RAFTER, W-3 1/8" O 8 -RAFTER) W/4 -/8 SMS TO RAFTS & 2 -/14 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 ERcj BUTT PLIDIRECTLY OVER ITERIOR POST NESTE U' BRACKETS PER (W-3', H-1 1/8", L-2 3/4"). SEE O FOR PORTIONS NOT SHOWN 8" BEAM WITH O INSERT CONNECTION G POST & FTG 3"SQ. POST PER O 1 & TABLE "A', DWG. PPC -5 SIDEPLATES A CONCRETE SLAB I I WHERE OCCURS -----1- I -L- --a 3/8"0 X 9 -LONG I I" 'Ilf.'�;, ..-111-'t l••. .7 -4-J., BOLT THRU POVj— 41 SEE TABLE "A" DWG. PPC -5 FOR won+ a LENGTH CONCRETE FOOTING (SOUARE) DIMENSION FREESTANDING TYPE POST AT FOOTING CONN.(K) [CBO EVALUATION SERVICE INC. REPORT 1841F DRAWN BY: R2D2 SCALE: NOW DATE: ASHTONNANCE & ASSOC.,INC. OCT. 20, 1995 ' 2z CONTINUOUS DOUGLAS FIR LEDGER. SAME DEPTH AS RAFTERS - 08 SMS f.- N 2 - /12 X 1 1 /2' WOOD SCREWS EACH SIDE . HANGER TO LEDGER SMS !ACH SIDE / RAF TER PER O EACH SIDE OF PE TABL RAFTER ( --1 1/2", H-1 1/2', 1pp 2 L-6') W/2 -08 SMS TO RAFTER & 2 -/12 X 1 1/2" WOOD SIMPSON U26R SCREWS TO LEDGER HANGER O 6-1/2" RAFTERS & U28-2 * ATTACH WOOD LEDGER TO HOUSE O 8- RAFTERS W/2 -/12 WOOD SCREWS O 16"e/e, PENETRATE SOLID WOOD BACKING 1 1/2" MINIMUM WALL CONNECTION Q BOTTOM OF 2 -#8 SMS INSERT BEAM NESIE , U" BRACKETS —_—_= PER G I I BOTTOM OF II 3' X 8' BEAM 3'SQ. SMS II II EACH SIDE II IIj 3'50, OST II II PER 3 IIII II INSERT SHIM VIKING BUILDERS, INC.", A 2900 PATIO DRIVE - HOUSTON, TEXAS 77017 - (713) 946-9000 �'7�`F• DRAWING DESCREPTION DETAII.4 DRAWING NUMBER PPC -2 O a a 0 MICHAEL M. VANCE OT l 0 0 (Q 0 0 (a 0 (0 0 3 na 2. p n.[ • � aeM"a ` eI C MICNAfIM `pppQQQQqqqp� IT VANCEc W m CMl 0 `pLOR IROf! 0 r.rrl i � OR[GOR n v h"Cl M.Vr �8,{• 12001 F eIL L M. 1, mol f�JIONAt E�4 TABLE "A" MAXIMUM COLUMN SPACING COLUMN TYPE 10 PSF LIVE LOAD, 70 MPH WIND LOAD MAXIMUM 30 X 8 X .042 BEAM 3'x 8- BEAM W/INSERT TRIBUTARY MAX. COL. FOOTING SIZE MAX. COL. FOOTING SIZE 1WDTH • SPACING •• NO SLAB W AB ••• SPACING •• NO SLAB W/SLAB •wt 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'-0" 12'-7" (1) 18"SO.x 33" 18"SQ.x 24" 20'-0" (2) 26"SQ.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"SQ.x 33" 18"SO.x 24 17'-8" (2) 26'SQ.x 33' 18"SO.x 30" 10'-0" 10'-7' (1) 18"SQ.x 33" 18"SO.x 24" 16'-9" (2) 26"SQ.x 33" 18"SQ.x 30" 11'-0' 10'-1" (1) 18"SO.x 33" 18"SQ.x 24` 16'-0' (2) 26"SQ.x 33' 18"SQ.x 30" 12'-0" 9'-8" (1) 18"SQ.x 33" 18"SQ.x 24' 1 15'-4' (2) 26"SQ.x 33' 118"SO.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"SO.x 30' 21'-8' (2) 28"SQ.x 39" 22"SQ.x 30" 7'-0" 12'-7' (1) 26"SQ.x 33" 18"SQ.x 30" 20'-0" (2) 28'SQ.x 39" 22"SQ.x 30" 8'-0" 11'-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) 26"SQ.x 33" 18"SQ.x 30" 16'-9` 2) 28"SQ.x 39" 22"SQ.x 30" 1 7'-11" (1) 26"SO.x 33" 118"SQ.x 30" 10'-1" (1) 26-SQ.x 33'18"SQ.x 30' 16'-0" 2 28"SQ.x 39' 22"SQ.x 30" 12'-0' 9'-8' 1) 26'SQ.x 33' 18"SO.x 30' 15'-4" (2) 28"SQ.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" 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"SO.x 36" 20"SO.x 30":, 20'-0' (3) 30'SQ.x 39' 24"SO.x 33" 8'-0" ! it' -10"(2) 26`SQ.x 36" 20"SQ.x 30": 18'-9" (3) 30"SQ.x 39" 24"SO.x 33" 9'-0' 111'-2" (2) 26"SQ.x 36' 20"SO.x 30". 17'-8' 3) 30"SQ.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"SO.x 33" '11-0- 10-1" (2) 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` 110 MPH WIND LOAD 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' 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"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) 28'SQ.x 39' 22"SQ.x 30" 16'-0' (4) 30"SO.x 42' 24"SQ.x 33' 12'-0- 9'--S" 2528-SQ.x 39' 22"SO.x 30" 15 -4' -C4T. 30"S0.x 42' 24"SQ.x 33" • SEE TRIBUTARY WIDTH TABLE, DRAWING PPC -3. "NUMBER IN PARENTHESIS IS THE COLUMN TYPE PER TABLE 'B' BEL.ONL A 3 1 INCH THICK (MIN.) CONCRETE SLAB SHALL OCCUR UNDER THE ENTIRE COVER AND EXTEND 1'-9" MINIMUM BEYOND EXTERIOR FACE(S) OF COLUMNS. k TABLE "B" : COLUMN SCHEDULE COLUMN TYPE COLUMN DESCRIPTION �1� 3" SQ. 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 W LAB «•• SPACING'* NO SLAB W •" W/ 2"X 6 1/2-X .024" SIDEPLATES. �2) 3" SO. 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 33" 18"SQ.x 24" W/ 2"X 6 1/2-X .024" SIDEPLATES. " i4) 3" SQ. 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 �11 MAY BE SUBSTITUTED FOR COLUMNSe (2). MAY BE SUBSTITUTED FOR COLUMN (2) & (3) TABLE "A" MA)QMUM COLUMN SPACING. 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 W LAB «•• SPACING'* NO SLAB W •" 5'-0` 11'-3" (1) 18"SO.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" 1 8'-4" (1) 18"SQ.x 33" 18"SQ.x 24" 13'-2" (2) 24'SQ.x 33" 18'SQ.x 27' 10'-0" 1 7'-11" (1) 118"SQ.x 33' 118"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' 7'-0' 9'-6" (1) 26'SQ.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'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" (1) 26"SO.x 33" 118"SQ.x 30" 12'-6' (2) 26'SQ.x 36" 20"SQ.x 30" 14'-8" (2) 28'SQ.x 36" 22'SQ.x 30" 20 PSF UW/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"SO.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"SO.x 30" 14'-11"(3) 28"SQ.x 39" 22"SQ.x 30" 8'-0" 8'-10' (2) 26'SQ.x 36" 20"SQ.x 30' 14'-0" (3) 28'SQ.x 39" 22"SQ.x 30" 9'-0" 8'-4" (2) 26'SO.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" 7'-11" (2) 26"SQ.x 36" 20'SQ.x 30" 20 PSF LIVE/SNOW LOAD, 110 MPH WIND LOAD 5'-0" 11'-3" (2) 28'SQ.x 39' 22"SO.x 30" 17'-8" (4) 30'SQ.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"SQ.x 39' 22'SQ.x 30" 12'-6" (4) 30"SQ.x 39" 24"SQ.x 33" . Deluxe Lattice System a Division of Viking Builders, Inc. 18" MAX. LATTICE OVERHANG RAFTER OVERHANG SEE TABLE, DWG. PPC -3F RAFTERS 024"c/c� MAX. SEE TABLE DWG. PPC -3 SPAN, SEE DWG. PPC -3 RAFTER OVERHANG SEE TABLE DWG. PPC -3 8' BEAM OR 8' BEAM W/INSERT, SEE TABLE 'A`, DWG. PPC -5 8'-8" MAXIMUM COLUMN HEIGHT ICBO EVALUATION SERVICE INC. REPORT 1841P DRAWN BY: R2D2 SCAIE: NONE ASHTON, FANCE ', & ASSOC.,INC. DATE:OCT. 20, 1995 (WITH LATTICE COVERING) VIKING BUILDERS, INC. 2900 PATIO DRIVE • HOUSTON, TEXAS 77017 - (713) 946-9000* DRAWING DESCRIPTION I DRAWING NUMBER FREESTANDING COVER TABLES WITH LATTICE COVERING TABLE "A" MAXIMUM COLUMN SPACING 30 PSF SNOW LOAD, 70 MPH WIND LOAD MAXIMUM - 3" X 8' X .04t BEAM 3 X 8 BEAM W T TRIBUTARY MAX. COL. FOOTING SIZE MAX. COL. FOOTING SIZE VNDTH' SPACING" NO SLAB W AB "' SPACING •• NO SLAB W •'• 5'-0" 9'-4" (1) 18"SQ.x 30" 18'SQ.x 24" 14'-8" (2) 24"SQ.x 30' 18"SO.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"SO.x 30"• 18"SQ.x 24' 12'-5" (2) 24"SQ.x 30' 18"SQ.x 27" 8'-0" 7'-4" (1) 18'SO.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' 18'SO.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"SO.x 36' 20'SQ.x 27' 7'-0' 7'-11" (1) 24"SQ.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" 6'-11" (1) 24"SQ.x 30' 18"SQ.x 27" W-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" (?1 24"SQ.x 36" 20'SQ.x 27" 13'-5" 2) 28"SO.x 36" 22'SQ.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" (L 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"SO.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" 6'-11' (2) 26'SQ.x 36" 20'SQ.x 30" 10'-11"(3) 30"SQ.x 39' 24"SQ.x 33' RAFTER OVERHANG SEE TABLE, DWG. PPC -3F RAFTERS 024"c/c� MAX. SEE TABLE DWG. PPC -3 SPAN, SEE DWG. PPC -3 RAFTER OVERHANG SEE TABLE DWG. PPC -3 8' BEAM OR 8' BEAM W/INSERT, SEE TABLE 'A`, DWG. PPC -5 8'-8" MAXIMUM COLUMN HEIGHT ICBO EVALUATION SERVICE INC. REPORT 1841P DRAWN BY: R2D2 SCAIE: NONE ASHTON, FANCE ', & ASSOC.,INC. DATE:OCT. 20, 1995 (WITH LATTICE COVERING) VIKING BUILDERS, INC. 2900 PATIO DRIVE • HOUSTON, TEXAS 77017 - (713) 946-9000* DRAWING DESCRIPTION I DRAWING NUMBER FREESTANDING COVER TABLES WITH LATTICE COVERING 0 N�s�a M S'3"o7 =des �N`f'pNEER �' MICHNEI Y ♦O VANCE CN. r TABLE "A": MAXIMUM COLUMN SPACING 10 PSF LIVE LOAD, 70 NPH WIND LOAD MAXIMUM MAXIMUM COLUMN SPACING TRIBUTARY BEAM 3' x EAN WANSERT WIDTH AT SLAB AT FTG. ' AT SLAB - AT FTG.— W-0" 9'-7' 10'-5' 18" 9'-7" 16'-5' 20" 6'-6" 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" 12'-g-(22-) 11'-0" 5'-3' 7'-8` 19` 5'-3' 12'-2-(23-) 12'-0" 4'-9" 7'-4" 20" 4'-9" ll' -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' S'-9' 12'-9-(26-) 11'-0" 5'-3" 7'-8" 22' 5'-3' 12'-2'(26") 12'-0' 4'-9" 7'-4" 23' 4'-9" ll' -7'(26') 10 PSF LIVE LOAD, 100 MPH WIND LOAD W-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'-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-) W -O' 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- 2'-2 30"12'-O" 12'-0- -- 7'-4" 26" SEE TRIBUTARY WIDTH TABLE, DRAWING PPC -3. •� USE COLUMN TYPE m.M JM 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 FOOTING SIZE INDICATED EXCEEDS 28' CUBE, USE FOOTING DETAIL/ -v--% . TABLE "A": MAXIMUM COLUMN COLUMN SPACING 20 PSF LIVE/SNOW LOAD, 70 NPH WIND LOAD MAXIMUM MAXIMUM COLUMN SPACING TRIBUTARY 3" X " X .04 - BEAM 3' X B -B AM W NSERT WIDTH AT SLAB " AT FTG.*" AT SLAB « AT FTG."* 5'-0" 6'-6" 8'-7' 16" 6'-6" 13'-6'(18") 61-0. 5'-5" 7'-10-(16-) 5'-5" 12'-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" -- 1 6'-4" 17" -- 10'-1-(20-) 10'-0" -- 1 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'(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" -- 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') 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*) MD�FE�� °j OF V FRONT IL ROOF PANELS, FASG CONT. RAFT. PER Q SEE DWG. PPC -7 18' MAX. 12" MAX. a r` .c NALE� 4PERQ —_—_ EACH SIDE (Ws1 1/2", RAFTER TAILS PER Hm1 1/2", O ,SPACED 24"c/c± 7469 L�6") W/2 f" BEAM PER I LB SMS EA. do TABLE 'A" LEG DWG. PPC -6. OM 0 WALL FASTENERS, SEE NOTE #2, DWG. PPC–; ASTENERS, SEE WG. PPC -7 y SOLID ROOF PANEL, ,SEE DWG. PPC -7 CONTINUOUS WALL HANGER, SEE DWG, PPC -7 0 TABLE "A": MAXIMUM COLUMN SPACING 30 PSF SNOW LOAD, 70 NPH WIND LOAD MAXIMUM TRIBUTARY WIDTH MAXIMUM COLUMN SPACING - X B" . x wag W AT SLAB s. AT FTG. AT SLAB t► AT FTG.*** 5'-0" -- 7'-2" Q5" -- 11'-4" 18' 6'-0" -- 6'-5" 15" -- 10--4'(18-) 7'-0" -- 6'-0" 16" 8'-0" -- 5'-8" 16" 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" --1 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" -- 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" 5'-8" 21" -- 8'-11" 25" 5'-4" 22' -- 8'-5' 25' CONT. FRONT RAFTER BEYOND SEE G FOR RAFTER TAILS I a a a. c CONT. RAFT. PER Q ROOF PANELS–/ ANELS W/ ANGLES PER O X18 SMS m 12'c/c EACH SIDE TO FRONT RAFTER W/2– #8 SMS EACH LEG R TABLE "B": MDfWUM A77ACHWU LENGTH (L) TO PANEL SPAN (P.S.) RATIO W2M LOAD OPEN OR 70 MPH 1 90 MPH 100 MPH 110 MPH ENCLOSED" NRUMUM L/P.S. RATIO OPEN 1.0 1.0 1.0 1.0 ENCLOSED 1.25 1.50 1.75 2.0 SEE NOTE #3, DRAWING PPC -7. IICBO EVALUATION SERVICE INC ATTACHED SUN COUNTRY"" PATIO COVER (WITH LATTICE COVERING) REPORT 1841P SCALE WN B Deluxe Lattice System DRAY: R2D2 SCALE:NONE ASHTON,vnxcE ', .,ar f & nssocc. a Division o Viking Builders Inc. DATE: g � OCT. 20, 1995 1 MAX. 4 OVERHANG AX. OF 4G COLUMN VIKING BUILDERS, INC. 2900 PATIO DRIVE - HOUSTON, TEXAS 77017 - (713) 946-9000�� WING DESCRIPTION DRAW WG NUMBER PTC — 6 ATTACHED COVER TABr LES WITH SOLID COVERING a I "I',ltiWil �H,V' �Ealxnw L. �acun� r A111110,r aapr`p�alsrcA� 4 G GENERAL NOTES FOR DRAWING PPC -7 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 1.5j1/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 DIRECTION OF 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- x/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- X112 WOOD SCREWS AT 16"c/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 SEE NOTE p2 / 8- #6 SMS 75 AFTER EXTRUSIONS ARE MATED USE ONLY ® 10 PSF LL. EXT$UDED HANGER (6061-T6 ALUM.) 2- g8 SMS EA. PANEL LOCK O OPEN UNITS, 5- #8 SMS ® ENCLOSED UNITS FASTENERS TO OCCUR WITHIN 1" OF VERTICAI LEG, TYPICAL X110 SMS ® 6" TYPICAL 1150' �=•040" WALL FASTENERS SEE NOTE #2 N ROLLFORMED HANGER (ALUM 3004-H36) N 1.0' 45• T Ui in 0 N l I L25" .50"► I 25" I I 6.01 �1 3004-H34 ALUM. FRONT FASCIA (ALUM 3004-H36) PANEL 6" FLAT PANEL & ACCESSORIES WALL SEE N 9 I SOLID ROOF PANEL SPANS o g ge•- DESIGN 'LOADS 10 PSF L.L 20 PSF L.L/S.L 30 PSF S.L. 70 MPH IMND 90 MPH VNND • g MAXIMUM PANEL SPAN (MINIMUM SLOPE) .018" ,'�j�s 7'-3" (.4"/FT.) 4'-11" (.4"/FT.) 13'-8" (.4"/FT.) a I "I',ltiWil �H,V' �Ealxnw L. �acun� r A111110,r aapr`p�alsrcA� 4 G GENERAL NOTES FOR DRAWING PPC -7 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 1.5j1/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 DIRECTION OF 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- x/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- X112 WOOD SCREWS AT 16"c/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 SEE NOTE p2 / 8- #6 SMS 75 AFTER EXTRUSIONS ARE MATED USE ONLY ® 10 PSF LL. EXT$UDED HANGER (6061-T6 ALUM.) 2- g8 SMS EA. PANEL LOCK O OPEN UNITS, 5- #8 SMS ® ENCLOSED UNITS FASTENERS TO OCCUR WITHIN 1" OF VERTICAI LEG, TYPICAL X110 SMS ® 6" TYPICAL 1150' �=•040" WALL FASTENERS SEE NOTE #2 N ROLLFORMED HANGER (ALUM 3004-H36) N 1.0' 45• T Ui in 0 N l I L25" .50"► I 25" I I 6.01 �1 3004-H34 ALUM. FRONT FASCIA (ALUM 3004-H36) PANEL 6" FLAT PANEL & ACCESSORIES WALL SEE N 9 I SOLID ROOF PANEL SPANS PANEL TYPE PANEL * THICKNESS DESIGN 'LOADS 10 PSF L.L 20 PSF L.L/S.L 30 PSF S.L. 70 MPH IMND 90 MPH VNND 100 MPH WIND 110 MPH 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.) - .024" 18'-3" (.4"/FT.) 12'-3" (.4"/FT.) 8'-3" (.4'/FT.) 18'-3" (.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.) - .025' 16'-8" (.5"/FT.) 10'-10"(.5"/FT.) V-11" (.5"/FT.) 16'-B" (.5"/FT.) 16'-8" (.5"/FT.) - .032" 18'-0" (.5"/FT.) 12'-3" (.5"/FT.) 10'-1" (.5"/FT.) 1'8.-0' (.5"/FT.) 18'-0" (.5"/FT.) - 3" INSULATED i i * 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. SMS O 12 c% TYPICAL 3 EXTRUSIONS TO ROOF PANEL .362 I I 5.000". 4 500" 5.165' EXTRUDED HANGER (6063-T6 ALUM.) (FRONT) DELUXE GUTTER FASCIA (6063-T6 ALUM.) 2- #8 SMS ® OPEN UNI' 5- #8 SMS 6 ENCLOSED UNITS, TYPICAL 3.000" r -955 DELUXE SIDE FASCIA (6063-T6 ALUM.) MEAL AM CORE FOAM CORE -1 za OK 4tf GUVLKAGt METAL SKIN P6»L 3" INSULATED PANEL & ACCESSORIES STD. EASCLA TRIM (6063-T6 ALUM.) 1 VIKING BUILDERS INC. ICB.O EVALUATION SERVICE INC. REPORT 1841P 2900 PATIO DRIVE • xousTON, TEXAS 77017 • (713) 946-9000 Deluxe Lattice System a Division of Viking Builders, Inc. DRAWN BY: 8202 SC NONE ASHTONYANCE & ASSOC-INC. DRAWING DESCRY 110N SOLID ROOF PANELS DRAWING NUMBER PPC -7 DATE: OCT. 20, 1995