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0109-122 (PAT)U) NaCl! c7 d u7 W �' Cr� o Z ZoOo _J L) LLJarl- z co L0 N O0) UQ CL — Cr Z Lr) Q 0 XW0 _J LL mUU O d rnH 19t Z_ oo 5 � (1 Q J Y 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 Professionalstode, and my License is in full force and effect. License # Lic. Class Exp. Date Date a' 11 �' Signature of Contractor 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. U101014 )NO111 ANC 'JVt�:d751° ff�A (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 v -6 � -_, -; Code, I,shall forthwith comply with tho e,�poylslons. -�: /Date: � �? � Applicant— Warning: Warning: Failure to secure Worker Compensation cove6ge 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. J` " 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' i the above-mentioned property for/inspection purposes. :s f _ `Signature (Owner/Agent) - 3; . Date - ._.-.-...,,.TAY---a..-......,..n-.-,.-.... �.1:-..�.....�.._ BUILDING PERMIT PERMIT# DATE VALUATION LOT 011, ,_122 TRACT JOB SITE APN ADDRESS OWNER I CONTRACTOR/DESIGNER/EN (NEER 7'+ger &P, 7 C0gwa.y BMS C©1341 U s'iON 4;5-580 COLUDROOK TME 69455 ROCTMOM 1YX :C 1. Q�1.3WT,A CA 92253 PA:411+sf MERT CA 92261 C760)349-3378 MILP 22-16 USE OF PERMIT PATIO (,'OVER aS9Z.ArJ'ATC;r R-D.P1,A.V3 PORIMPATIO WIN QSF FAVI'MAT Cour 'i F COJITISTRI310 iON 3,'. G.00 CONOTRWITION FYI?, 101-000-416-000 PLAN CHECK .FRET 101-M)-439-3,18 3°if RO1+TC3 MOTION ',Z - MOD 101-00044.1-000 SEP 1 7 2001. ATA 1.-kJ<R M r II M DDE i N 0 W CITY OF LA QUINTA RECEIPT I DATE J I,,r, BY�, DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts FGmS & Footings Ducts Slab Grade Return Air Steel ' Combustion Air Roof Deck Exhaust Fans 0. 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�8`dl BLOCKWALL APPROS 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 Final Utility Notice (Perm) COMMENTS: 5� 1 �5 A RE -INSPECTION FEE OF $30 WILL BE CHARGED IF THE APPROVED PLANS AND JOB CARD ARE NOT ON THE SITE FOR A SCHEDULED INSPECTION. NO EXCEPTIONS! gea"444cu" P.O. BOX 1392 PALM DESERT, CA 92261 a 5' CITY OF LA ()UINTA BUILDING & SAFETY .4pPROVED FOR CONSTRUCT j 1I DATE 9 1� D BY �pfESSIO,� RAFTERS O 24'c D U th MAX. SEE PPPPC TABLE cv W 1231.01 GIF urns { OVERHANG M. M�/cam C 4 ? C FES PROS I T �j RAFTER OVERHANG SFE TABLE DWG. PPC -3 BEAM OR 8' BEAM UNSERT, SEE TABLE " DWG PPC -4 Ir -e OR W-6" COLUMN HT. SEE ILE 'A" DWG PPC -4 54 2 5 cATTACHED PERGOLA PATIO COVER 25254 CHAEL M. t (WITH LATTICE COVERING) S n 3004—H36 ALUM. BEAM/RAFTER Q LATTICE 'V' 040' O 6063-T5 AND _ 3004-H36 ALUM. .048' O STEEL TYPICAL ':4 "BRACKET 3004—H36 ALUM. RAFTER/SIDEPLATE • _D A-446 GRD. "D" STEEL (Fy - 50 KSO BEAM INSERT 0 3004-H36 a ATTACHED COVERS 6063-T6 ALUM. OR A-446 GRADE 'C' GALVANIZED STEEL Q FREESTANDING COVERS. COLUMN/POST O P V1 f .040" O 6063-T5 AN 3004-H36 ALUM. _ .048' O STEEL TYPICAL "U" BRACKET, CITY OF LA OUIN i A BUILDING & SAFETY DLr APPROVED FOR CONSTRUCTION! DATE —6 1-7 BY I DistriWU WSPECTION FEE OF 4 WILL BE CHARGED IF THE Ar ,'R 1V 1 Viking Builders, Inc. -Viking }}����!3urpply 5421 E. Cheyenne '� 1440 S. B1bd�'�L� J'" 73 � a'r� I;1h.ive #200 Las Vegas, NV 89115 Ontario, 0[769 1 T E FO hoX>}tlb,` Lek 95742 702-644-0301 909-930-1AI�PECTION. 9�1p6-6I 35-252-45 Manufactured by:�t-dSY�YuniiILOLINm�Iildustries, Inc. ADDENDUM TO ICBG EVALUATION SERVICE INC. REPORT 1841P 2900 Patio Drive I Houston, Texas 77017 DRAWN BY: SCALE DRAWDdG DEscREmoN GENERAL NOTES, DRAWING N TIMER Sun Country m Deluxe Lattice System- �'v "°"E asxTON,4ANL:E assoc..arc. Isoii�xlc AND PART DETAILS PPC -1 DATE��• 31, 1998 f (STEEL INSERT) GENERAL NOTES & SPECIFICATIONS �c G�,I1EER . 1. ALUMINUM DESIGN STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM BUILDING CODE 9� AND THE ALUMINUM CONSTRUCTION MANUAL v r 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE tICHAEL M. O REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EOUAL, OR GREATER YIELD AND ULTIMATE VA Iv T STRENGTHS. I ALL -CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. CONCRETE j SLAB SHALL HAVE 3 1/2' MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. CIVIL 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL DESIGN VERTICAL SOIL BEARING PRESSURE - 1000 PSF. OaC 5. ALL STMEMBERSGRADE SMALL BBE HOT DIP GALVANIZEDID OR ELECTROPLATAND CONFORM TO ASTM d 11 EEEL SPEC.'No. OTHER FASTENERS SHALL BE GALVANIZED, STAINLESS 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORMTO ASTM SPEC. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16 IN. MAXIMUM. rrr 7. EXPANSION ANCHORS INTO CONCRETE SHALL BE ICBG EVALUATION SERVICE INC., RECOGNIZED AND �} 1 SHALL HAVE THE MINIMUM VALUES INDICATED IN TABLE "C'. MINIMUM CONCRETE EDGE DISTANCE ` 1 IS SIX (6) INCHES & EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSBIUTY. 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED (La 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, EM. PER I.C.B.O. CRITERIA. 3004—H36 ALUM. BEAM/RAFTER Q LATTICE 'V' 040' O 6063-T5 AND _ 3004-H36 ALUM. .048' O STEEL TYPICAL ':4 "BRACKET 3004—H36 ALUM. RAFTER/SIDEPLATE • _D A-446 GRD. "D" STEEL (Fy - 50 KSO BEAM INSERT 0 3004-H36 a ATTACHED COVERS 6063-T6 ALUM. OR A-446 GRADE 'C' GALVANIZED STEEL Q FREESTANDING COVERS. COLUMN/POST O P V1 f .040" O 6063-T5 AN 3004-H36 ALUM. _ .048' O STEEL TYPICAL "U" BRACKET, CITY OF LA OUIN i A BUILDING & SAFETY DLr APPROVED FOR CONSTRUCTION! DATE —6 1-7 BY I DistriWU WSPECTION FEE OF 4 WILL BE CHARGED IF THE Ar ,'R 1V 1 Viking Builders, Inc. -Viking }}����!3urpply 5421 E. Cheyenne '� 1440 S. B1bd�'�L� J'" 73 � a'r� I;1h.ive #200 Las Vegas, NV 89115 Ontario, 0[769 1 T E FO hoX>}tlb,` Lek 95742 702-644-0301 909-930-1AI�PECTION. 9�1p6-6I 35-252-45 Manufactured by:�t-dSY�YuniiILOLINm�Iildustries, Inc. ADDENDUM TO ICBG EVALUATION SERVICE INC. REPORT 1841P 2900 Patio Drive I Houston, Texas 77017 DRAWN BY: SCALE DRAWDdG DEscREmoN GENERAL NOTES, DRAWING N TIMER Sun Country m Deluxe Lattice System- �'v "°"E asxTON,4ANL:E assoc..arc. Isoii�xlc AND PART DETAILS PPC -1 DATE��• 31, 1998 f (STEEL INSERT) M. W 25756 _ x.12.31-01 Qi I M. MEx/p��f� rn i v �?OFESS\�� EE4 y� •LSI✓Tqf� .i �7 11JGN �.c� Iv1. NIL Oaf .a No.I ro Ar CA f\ 25254 MICIJAEL 111 YANCE�` ALTERNATE 4 USE LSI PER O(W - 3/4'. H-3/4', L-2' O TOP. BOTTOM k MID HEIGHT W/2 -1/6'0 POP RIVETS EACH LEG. (12.4-S TOTAL) 3'S0. COLUMN PER SIDEPLATES PER �2 SEE TABLE 'B'. D111111Tt...TT... PPC -4 FOR REOUIIRED TI40WMS #14 SYS AT TOP. BOTTOM `6 24'e a Y SIDE) SFi TfRNAIE ADJACENT SIDEPLATES AND TYPICAL POST/COLUMN© BEAM SPLICE SMALL OCCUR DIRECTLY OVER AN INTERIOR POST. NOT PERMITTED O 2 - POST UNITS 0 -- t1 T BEAM I I SIDEPLATE EACH #14 SMS O TOP.I I SIDE PERO BOTTOM WEEN `/` I A (6 MIN. PER SIDE) rI 3-S0. POST BETWEEN I I SIDEPLATES PER O BEAM TO POST CONN. 0 #14 SLS EACH WE O TOP• BOTTOM k 24'e% MAIL BETWEFNN SIDEPLATE 1 COWAHN 3 -#14 SMS EACH SIDE 2 1/rSO. X GALV. STEEL WASHER U LATTICE TO RAFTER 6- #14 SMS EACH SIDE PLAS11C6' BEAM PERI PLUGS. 3'SM POST PER 3 8" BEAM CONNECTION 0 it 3'511 COLUMN AND FOOTING 3'50. X .046' COLUMN PER 3 SIDEPLATES EACH SIDE PER AKN SCHEDULE I SEE POT SLAB AND DETAIL I FOR A PORTION NOT SHOWN L POST X .024' COLUMN PER O SEE TAMS 'C' I 'U' BRACKET TO FOOTING (- BRACT FOR EMBED DEP _I ANCHOR SEE TABLE 'C. (-Q W-2 3/4bR 33, k': H-3'; OWc' PP`C-4 - DWG. PPC -•4 L-2 3/4) PER 6 PER O EACH SIDE OF RAFTER QW -1 1/2. H-1 1/2' L-2 3/4 ) W/2 —#8 SYS To RAFTER & 2 —#14 SYS TO /BEAM IPER RAFTERS 241 eTABLES \l PF I V1 U V BRACKET PER 101 U (M-1 1/2'. L-2 3 W-2 1/6' O 6'RAEiSt W-3 1/6' O 6'RAFTER) W/4 -#B SMS TO RAFTER t 2 -#14 SIS TO BEAM TO BEAM CONNECTION© BEAT CONTINUOUS INSERT PER, BUTT sPu DIRECTLY OVER INTERIOR POST SEE O FOR PORTIONS NOT SHOWN 8" BEAM WITH INSERT CONNECTION �} POST & FTG-- 13 -SO. POST PER O H / L& TABLE -A-. DWG. PPC -5 AONCRETE SLAB I I — HERE OCCURS .....L 1 __a Ov - 3 1/r MRN. 1.SLAB 2-1/250. X 1/4. rracK - 6— #14 SLS t GALVANIZED STEEL PLATE L EACH SIDE OF EA BRACKET I-iWASHER INSIDE 'U' BRACKET rK TO POST , 5/8'0 E7PANSCN BOLT 3/8'0 X 9'LONG ICBG RECOGNIZED FOR 750# CONCRETE FOOTING IS BOLT THRU POST TENSION A CUBE SEE TABLE 'A' ATTACHED UNIT POST AT. SLAB CONN. I (FOR ALTERNATE ATTACHMENT. SEE DWG. PPC -8) 2x CONTINUOUS DKXJCULS FlR - #12 X 1 1/2' WOOD LEDGER. SAME JJ2 CREWS EACH SIDE AS RAFTERS ANGER TO LEDGER 2 - RAFTER - I6 SLS CH SIDE P TA7ZN _T1 T 9 608 EACH SIDE OF NAv 1E t SMSHT0 1 AF�T'ER �.J" \i Nt 2 -#12 X 1 1/r wow SYPSON U219t saREWs 10 LEocoe HANKER O 6-1/r RAFTERS t U26-2 * ATTACH WOOD LEDGER TO HOUSE O 8' RAFTERS W/2 -012 WOOD SCREWS O 16'e% PENETRATE SOLD WOOD BACKING 1 1/r MIQAWY WALL CONNECTION Q (FOR EAVE ATTACHMENT. SEE DWG. PPC -8) Distributed by: Viking Builders, Inc. -Viking Aluminum, Inc: Viking.=Ajay x $apply 5421 E. Cheyenne 1440 S. Balboa Ave. 11385 Sunrise Park Drive.#200 Las Vegas; NV 89115 Ontario, CA 91761 Rancho Cordova, CA 95742 702-044-0301 909-930-1541 916.635-2245 TABLE 'A' PPC -5 FOR oWPPC-4 Oa PPC -a (SOUAR IDIMENSIC E FOOTING C. ATTACHED UNIT FOR SIZE. FREESTANDING TYPE POST AT FOOTING CONN. POST AT FOOTING CONN. K Sun CountrvTM Deluxe Lattice Svstem ADDENDUM TO ICBG EVALUATION SERVICE INC. REPORT 1841P DRAWN BY—SCALE NONE DRAIRDNG CMV DATE ASHTON.VANCE ' do ASSOC..INC. MAR. 31. 1998 Manufactured by: Texas Aluminum Industries, Inc. 2900 Patio Drive Houston, Texas 77017 DFUE S I DNiANUVW avrn= PPC -2 M. �M�E�(�X�\�\,o c� w Il 4 FE S�fjt' t�� y�EER S l z � nFiiC`1�tL M' t � `0 V 4' fj ( m • v, c {rJ C1VIL d� yd N0.11629 « FOR PATIO COVERS THAT ARE 10'-0" OR LESS IN HEIGHT. TRIBUTARY WIDTH TABLE RAFTER SPAN TABLE MAXIMUM RAFTER OR ROOF PANE SPAN MAXII+MM 0'-6" RAFTER OR ROOF PANEL OVERHANG 1 1'-0" 1'-6" 2'-0" 1 2'-6" 1 V-0" 1 3'-6" 1 4'-0" 1 4'-6" SUPPORT BEAM TRIBUTARY WIDTH (FEET) 6'-0" 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. 12'-5" 4'-6" 13'-0" 4'-6" 13'-0" 4'-6" 13'-0" 4'-6- 20 PSF LL./S.L 9'-3" 3'-6" 9'-8" 3'-8" 1 10'-2" 4'-0" 10'-8" 4'-2- 30 PSF S.L. 7'-8" 3'-0" 8'-0" 3'-0" 8'-5" 1 3'-3" 8'-10 3'-6" 70 110 MPH MPH THRU* WIND 12'-5" 4'-6" 13'-0" 4'-6" 13'-0" 4'-6" 13'-0" 4'-6" 9'-0" 9'-6" 10'-0" RAFTER TYPE: 2" X 6 1/2" X .032" THICK 9'-0" 10 PSF L.L. 16'-7" 4'-6" 17'-4" 4'-6" 17'-4" 4'-6" 17'-4" 4'-6" 20 PSF LL./S.L. 12'-4" 4'-6" 12'-10 4'-6" 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 MPH THRU WIND 16'-7" 4'-6" 17'-4" 4'-6" 17'-4" 4'-6" 17'-4" 4'-6" 11'-6" 12'-0" — RAFTER TYPE: 2" X 6 1/2" X .040" THICK 11'-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'-10" 4'-0" 13'-4" 4'-0" 14'-0" 4'-0" 14'-9" 4'-0" 70 110 MPH MPH THRU* WIND 16'-7" 4'-6" 21'-8" 4'-6" 21'-8" 4'-6" 21'-8" 4'-6" 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 THRU MPH 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- 7'-9"4'-6"30 30 PSF S.L. 12'-9" 4'-0" 13'-4" 4'-0" 14'-0" 4'-0" 14'-8" 4'-0" 70 110 MPH THRU* MPH 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 10 PSF L.L. 23'-10 4'-6" 25'-0" 1 4'-6" 25'-0" 4'-6" 25'-0" 1 4'-6" 20 PSF LL./S.L. 17'-9" 4'-6" 18'-6" 4'-6" 19'-5" 4'-6" 20'-6" 4'-6" 30 PSF S.L. 14'-9" 4'-0" 15'-5" 1 4'-0" 16'-2" 4'-0" 17'-0" 0"70 MPH THRU *23'-10 110 MPH WIND 4'-6" 25'-0" 4'-6" 25'-0" 4'-6" 25'-0"6" t4' « FOR PATIO COVERS THAT ARE 10'-0" OR LESS IN HEIGHT. Distributed by: Viking Builders, Inc. -Viking Aluminum, Inc: Viking-Ajaxx Supply 5421 E. Cheyenne 1440 S. Balboa Ave. 11385 Sunrise Park Drive #200 Las Vegas, NV 89115 Ontario, CA 91761 Rancho Cordova, CA 95742 702-644-0301 909-930-1541 916-635-2245 I ADDENDUM TO ICBG EVALUATION SERVICE INC. REPORT 1841P DRAWN 8Y: �'SCAIE: DRAWING Sun Country11 TM Deluxe Lattice System " DAA. NONE Asx'roNrvaxcE ' & ASSOC.,INC. AR. 31, 1998 Manufactured by: Texas Aluminum Industries, Inc. 2900 Patio Drive Houston, Texas 77017 RAFTER SPANS ANI) DRw>r>x� `�"�� PPC -3 TRIBUTARY WIDTH TABLES TRIBUTARY WIDTH TABLE MAXIMUM RAFTER OR ROOF PANE SPAN MAXII+MM 0'-6" RAFTER OR ROOF PANEL OVERHANG 1 1'-0" 1'-6" 2'-0" 1 2'-6" 1 V-0" 1 3'-6" 1 4'-0" 1 4'-6" SUPPORT BEAM TRIBUTARY WIDTH (FEET) 6'-0" 3'-6" 4'-0 5'-0- 5'-6" — — — — — 7'-0" 4'-0" 4'-6" 5'-6" 6'-0" 6'-6" — — — — 8'-0" 4'-6" 5'-0" 6'-0" 6'-6" 7'-0" 7'-6" — — — q.—O. r 5 �-0" r w 5 —6 6'-6" r w 7 —0 w 7'-6 r w 8 —0 r 9 —0w— — 10'-0" 5'-6" 6'-0" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 10'-0- 0'-0"11'-0" 11 '_0* 6'-0" 6'-6" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-6- 12'-0" 6'-6" 7'-0" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 11'-0" 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" 9r-6" 10'-0" 11'-0" 11'-6- 12'-0" — — — 18'-0" 9'-6" 10'-0" 10'-6" 11'-6" 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'-0" 12'-0" — — — — — — — — Distributed by: Viking Builders, Inc. -Viking Aluminum, Inc: Viking-Ajaxx Supply 5421 E. Cheyenne 1440 S. Balboa Ave. 11385 Sunrise Park Drive #200 Las Vegas, NV 89115 Ontario, CA 91761 Rancho Cordova, CA 95742 702-644-0301 909-930-1541 916-635-2245 I ADDENDUM TO ICBG EVALUATION SERVICE INC. REPORT 1841P DRAWN 8Y: �'SCAIE: DRAWING Sun Country11 TM Deluxe Lattice System " DAA. NONE Asx'roNrvaxcE ' & ASSOC.,INC. AR. 31, 1998 Manufactured by: Texas Aluminum Industries, Inc. 2900 Patio Drive Houston, Texas 77017 RAFTER SPANS ANI) DRw>r>x� `�"�� PPC -3 TRIBUTARY WIDTH TABLES M. Vq �OFESS\ (qt 4 �e O .: 25254 C p51CNAEl. M'1 i V pNCE�� ! Glc. SIlaea • NUMBER IN PARENTHESIS IS SIZE OF CONCRETE CUBE FOOTING IN INCHES. WHERE FOOTING SIZE EXCEEDS 28' USE FOOTING DETAIL 0 ONLY. •' SEE TABLE '8' BELOW FOR DESCRIPTION. THE FIRST NUMBER IS FOR POSTS THAT ARE 8'-0' MAXIMUM IN HEIGHT. THE NUMBER IN PARENTHESIS IS FOR COLUMNS 8'-6' MAXIMUM / IN HEIGHT. '••SEE TRIBUTARY WIDTH TABLE. DRAWING PPC -3. TABLE 'B": COLUMN SCHEDULE TABLE "A" MAXIMUM TYPE COLUMN SPACING 3' SO. X .024' CENTER COLUMN W/ •. 2'X 6 1/2'X .024' SIDEPLATES 10 PSF LIVE LOAD, 70 MPH WIND LOAD 2'X 6 1/2-X .032' SIDEPLATES 25" MAXIMUM TRIBUTARY WIDTH ••' MAXIMUM COLUMN SPACING AT SLAB AT FTG. AT SLAB AT FTG. • MIN. NUMBER OF COLUMNS COLUMN TYPE •• 4'-0' 16'-9' 16'-9' (15-) 25'-0' T-7-(20') 2 2 2 2 2 2 2 2 5'-0' 15'-0' 15'-0' 16' 20'-0' 3'-8'(20') 2 2 2 2 2 2 2 2 6'-0' 13'-7- 13'-7- 16') 16'-8' 30'-9'(21' 2 2 2 2 2 2 2 2 T-0' 12'-7' 12'-7- 16' 14'-3' 28'-5-(21') 2 2 2 2 2 2 2 2 8'-0' 11'-10- 11'-10'(17-) 12'-6- 26'-7'(22') 2 2 2 2 2 2 2 2 9'-0' 11'-1' 11'-2' (17') 11'-1' 25-1'(22') 2 2 2 6'-2" 2 210'-0' 2 10'-0' 10'-7- (17-) 10'-0' 23'-10'(23• 2 2 2 2 211'-0" 17'-9' 21' 9'-1' 10'-1' 18') 9'-1' 22'-8'(23') 2 2 2 g2(2) 2 212'-0' LOAD 8'-4' 9'-8' (18-) 8'-4' 21'-9'(23') 2 2 2 2 2 2 2 10 PSF LIVE LOAD, 90 MPH WIND LOAD 5'-0' 11'-2' 4'-0' 16'-9' 16'-9' (17') 25'-O' T-7'(23') 2 2 2 2 2 2 2 2 5'-0' 15'-0- 15'-0- (18' 20'-0' 3'-8'(23') 2 2 2 2 2 2 2 2 6'-0' 13'-7- 13'-7' (19') 16'-8' 30'-9'(24') 2 2 2 2 2 2 2 2) 7'-0' 12'-7' 12'-7' (19') 14'-3' 128'-5'(25') 2 (3) 2 2 2 (3) 2 2 8'-0' 11'-10' 11'-10' (19") 12'-6' 26'-7'(25') 2 (3) 2 2 2 (3) 2 2 9'-O' 11'-1' 11'-2' (20-) 11'-1' 25-1'(26') 2 (3) 2 2) 2 (3) 1 2 2 10'-0' 10'-0' 10'-7' (20') 10'-0' 23'-10'(26' 3 4) 2 (3) 1 (4) 1 2 (3) 11'-0' 9'-1' 10'-1' (20') 9'-1' 22'-8'(27') 1 3 (4) 2 (3) 3 4 2 (3) 12'-0' 8'-4" 1 9'-8' (21-) 8'-4" 21'-9'(27') 3 (4) 2 (3) 1 3 (4) 1 2 (3) 4 10 PSF LIVE LOAD, 100 MPH WIND LOAD 9'-3' 10'-2' (19' 4'-0' 16'-9" 16'-9' (19') 22'-0' T-7-(25") 2 (4) 2 2 2 (4) 2 2 5'-0' 15'-0' 15'-0' (20') 17'-7' 3'-8'(26') 2 (4) 2 2 2 (4) 2 2 6'-0- 13'-7' 13'-7- (21') 15'-6" 30'-9-(26") 2 (4) 2 2 2 (4) 2 2 7'-0' 1 12'-6' 12'-7- (21-) 13'-3' 28'-5'(27-) 3 (5) 2 2 3 (5) 2 2) 8'-0' 11'-0" 11'-10' (21' 11'-7' 26'-7'(28') 3 (6) 2 (3) 3 (6) 2 (3) 9'-0' 9'-9" 11'-2' (22') 10'-4' 25'-1'(28') 3 (6) 2 (3) 3 (6) 2 (3) 10'-0' 8'-10' 10'-7' (22') 9'-4' 23'-10'(29 4 (7) 2 (3) 4 (7) 2 (3) 11'-0. B'-07 10'-1' (23') 8'-5' 22'-8'(29') 4 (-) 3 (4) 4 (-) 3 (4) 12'-0' 7'-4' 1 9'-8' (23-) 7'-9" 21'-9'(29) 4 (-) 3 (4) 4 (-) 3 (4) 2 3 10 PSF LIVE LOAD, 110 MPH WIND LOAD 7'-11' 9'-6' (20') 4'-0' 16'-9' 16'-9' (20') 19'-0' 7'-7-(26') 3 (-) 2 (3) 3 (-) 2 (3) 5'-0' 15'-O" 15'-0' (21') 15'-2' 133'-8'(27') 3 (-) 2 (3) 1 3 (-) 2 (3) 6'-0" 1 12'-8- 13'-7' (22') 12'-8' 30'-9'(28') 3 (-) 2 (3)1 3 (-) 2 (3) 7'-0' 10'-10' 12'-7' (22') 10'-10' 28'-5'(29') 4 (-) 2 (4) 4 (-) 2 (4) 8'-0' 9'-6' 11'-10'(23') 9'-6' 26'-7'(29') 4 (-) 3 (4) 4 (-) 3 (4) 9'-0' 8'-5" 11'-2- (23') 8'-5' 25'-1'(30') 5 (-) 3 5) 5 (-) 3 (5) 10'-0' T-7" 10'-7- (23') T-7' 123'-10'(30 5 (-) 3 (5) 5 (-) 3 (5) 11'-0' 6'-11' 10'-1' (24') 1 6'-11' 22'-8'(31') 6 (—) 3 (5) 6 (—) 3 (5) 12'-0' 6'-4' 1 9'-8' (24-) 6'-4' 21'-9-(31') 6 (—) 4 (6) 1 6 (—) 4 (6) • NUMBER IN PARENTHESIS IS SIZE OF CONCRETE CUBE FOOTING IN INCHES. WHERE FOOTING SIZE EXCEEDS 28' USE FOOTING DETAIL 0 ONLY. •' SEE TABLE '8' BELOW FOR DESCRIPTION. THE FIRST NUMBER IS FOR POSTS THAT ARE 8'-0' MAXIMUM IN HEIGHT. THE NUMBER IN PARENTHESIS IS FOR COLUMNS 8'-6' MAXIMUM / IN HEIGHT. '••SEE TRIBUTARY WIDTH TABLE. DRAWING PPC -3. TABLE 'B": COLUMN SCHEDULE TABLE "A" MAXIMUM TYPE COLUMN SPACING 3' SO. X .024' CENTER COLUMN W/ •. 2'X 6 1/2'X .024' SIDEPLATES 20 PSF .LIVE/SNOW LOAD, 70 MPH WIND LOAD 2'X 6 1/2-X .032' SIDEPLATES 25" MAXIMUM TRIBUTARYREAM WIDTH p' MAXIMUM COLUMN SPACING I MIN. NUMBER OF COLUMNS COLUMN TYPE '• AT SLAB AT FTG. • AT SLAB AT FTG. • 4'—O' 12'-6' 12'-6'(14'),13'-9' 70'-5 (13) 28'-0'(18') 2 2 2 2N22 2 2 2 V-0' 11'-2' 11'-3' 14) 11'-2' 25'-1' 18') 2 2 •2 22 2 2 6'-0' 9'-3' 10'-2' (15' 9'-3' 22'-10' 19' 2 2 2 22 2 2 T-0' T-11' 9'-6' 15 T-11' 21'-2'(19') 2 2 2 22 2 28'-0' 2 2 W-11' 8'-10' (15' 6'-11' l9'-10'(20' 2 2 2 2 2 2 29'-0' 2 2 6'-2' 8'-4' (16' 6'-2" 18'-8'(20' 2 2 2 2 2 2 210'-0' 2 2 5'-6' 7'-11' (16') 5'-6' 17'-9' 21' 2 2 2 2 2 2 9'- 20 PSF LIVE/SNOW LOAD, 90 MPH WIND LOAD 2 2 2 4'-0' 12'-6' 12'-6' (16') 13'-9' 28'-0'(21') 2 2 2 2 2 2 2 2 5'-0' 11'-2' 11'-3' (16') 11'-2' 25'-1'(21') 2 2 2 2 2 2 2 2 6'-0' 9'-3' 10'-2' (17-) 9'-3' ZT-10122' 2 2 2 2 2 2 2 2 T-0' T-il' 9'-6" 17-) T-11' 21'-2'(23') 2 3 2 2 2 3 2 2 8'-0' 6'-11' 8'-10' (18') 6'-11' 19'-10'(23') 2 3 2 2 2 3 2 2 9'-0' 6'-2'8'-4' (18') 1 6'-2' 18'-8'(23') 2 3 2 2 2 3 2 2 10'-0' 5'-6' T-11' (18-) 5'-6' 17'-9'(24') 3 4 2 3 3 4 2 3 2 2 20 PSF LIVE/SNOW LOAD, 100 MPH WIND 7'-8' LOAD 7'-8' 4'-0' 12'-6' 12'-6' (17-) 13'-9' 28'-0'(23'•) 2 4 2 2 2 4 5'-0' 11'-2' 11'-3' (18') 11'-2' 25'-1'(23') 2 4 2 T 2 4 6'-0' 9'-3' 10'-2' (19' 9'-3' 22'-10'(24') 2 4 2 2 2 4 M22 T-0' 7'-11' 9'-6' (19") 7'-11' 21'-2'(24') 3 5 2 2 3 5 4'-3' 8'-0'6'-11- 3 8'=10' (20' 6'—il' 19'-10'(25' 3 6 2 3 3 6 LOAD 9'-0' 6'-2' 8'-4' (20') 6'-2' 18'-8'(25') 3 6 2 3. 3 6 10'-0' 5'-6- 7'-11' (20-) 5'_6-_+1r-9'(26') 1 4 7 2 3 4 7 2 3 3- 20 PSF LIVE/SNOW LOAD, 110 MPH WIND LOAD 8'-6' (18') 4'-0' 12'-6' 12'-6' (18-) 13'-9'28'-0'(24) 3 3 2 3 3 5'-6' 2 3 5'-0' 11'-2' 11'-3' (19') 11'-2' 25'-1'(25') 3 - 2 3 3 - 2 3 6'-0' 9'-3' 10'-2' (1 9'-3' 22'-10'(25') 3 - 2 3 3 - 2 3 T-0' 7'-11' 9'-6' (20') 7'-11" 21'-2'(26') 4- 2 4 4- 2 4 8'-0' 6'-11' 8'-10" (21' 6'-11" 19'-10'(27' 4 - 3 4 4 - 3 4 9'-0' 6'-2' 8'-4' (21') 1 6'-2' 18'-8'(27')5 - 3 5 5 - 3 5 10'-0' 5'-6' 7'-11- (21 -A 5'-6' 17'-9'(28') 5 - 3 (5111 5 - 3 5 • NUMBER IN PARENTHESIS IS SIZE OF CONCRETE CUBE FOOTING IN INCHES. WHERE FOOTING SIZE EXCEEDS 28' USE FOOTING DETAIL 0 ONLY. •' SEE TABLE '8' BELOW FOR DESCRIPTION. THE FIRST NUMBER IS FOR POSTS THAT ARE 8'-0' MAXIMUM IN HEIGHT. THE NUMBER IN PARENTHESIS IS FOR COLUMNS 8'-6' MAXIMUM / IN HEIGHT. '••SEE TRIBUTARY WIDTH TABLE. DRAWING PPC -3. TABLE 'B": COLUMN SCHEDULE COLUMN COLUMN DESCRIPTION TYPE SPACING 20" 3' SO. X .024' CENTER COLUMN W/ •. 2'X 6 1/2'X .024' SIDEPLATES a 3' SO. X .024' CENTER COLUMN W/ -. LOAD 2'X 6 1/2-X .032' SIDEPLATES 25" 3' SO. X .046' CENTER COLUMN W/ MAXIMUM TRIBUTARY WIDTH '•• 2'X 6 1/2'X .024" SIDEPLATES •-. ® 3' SO. X .046" CENTER COLUMN W/ --. 70'-5 (13) 2'X 6 1/2"X .032' SIDEPLATES • USE AT SLAB SUPPORTED UNITS ONLY. •' USE AT SLAB SUPPORTED OR FOOTING SUPPORTED UNITS. TABLE "C" : ANCHORAGE TO FOOTING OOAI G 92E ANCHOR DESCRIPTION • COLUMN SPACING 20" 5/8'0 EXPANSION BOLT EMBEDDED 2-3/4 INCHES MINIMUM 750 B. TENSION). 23- 5/8'• EXPANSION BOLT EMBEDDED 4 INCHES LOAD MINIMUM 1125 LB. TENSION). 25" 5/8'0 EXPANSION BOLT EMBEDDED 7 INCHES ' MAXIMUM TRIBUTARY WIDTH '•• MINIMUM 1500 LB. TENSION). 28" 5/8'0 DEFORMED HEAD BOLT (HEX. SQUARE HEAD. 70'-5 (13) OR ANCHOR BOL EMBEDDED 6 INCHES MINIMUM. •• 31" DETAIL QQ • EXPANSION BOLTS SHALL BE HIL'11 KB -11 CARBON STEEL PER ICSO ER 4827 OR ICSO EVALUATION SERVICE INC. RECOGNIZED EQUIVALENT WITH TENSION VALUES AS INDICATED •• THESE BOLTS MAY BE SUBSTITUTED FOR EXPANSION BOLTS SHOWN. Sun Count Deluxe Lattice System Distributed by: Viking Builders, Inc. -Viking Aluminum, Inc.-Viking-Ajau Supply 5421 E. Cheyenne 1440 S. Balboa Ave. 11385 Sunrise Park Drive #200 Las Vegas, NV 89115 Ontario, CA 91761 Rancho Cordova, CA 95742 702-644-0301 909-930-1541 916-635-2245 ADDENDUM TO ICBO EVALUATION SERVICE INC. REPORT 1841P DRAWN BY: SCALE: emv NONE DATE: MAR. 31, 1998 ASHTON.VANCE J & ASSOC.,INC. Manufactured by Texas Aluminum Industries, Inc. ' 2900 Patio Drive Houston, Texas 77017 DESCLi18'L'ION DRJLWLNG NUMBER ATTACHED COVER�TAABBLES PPC — 4 WTTHEELINSERT) G (STT TABLE "A" MAXIMUM COLUMN SPACING 30 PSF SNOW LOAD, 70 MPH WIND LOAD MAXIMUM TRIBUTARY WIDTH '•• MAXIMUM COLUMN SPACING MIN. NUMBER OF COLUMNS COLUMN TYPE •• AT SLAB AT FTG. • AT SLAB AT FTG • 4'-0 9'-7- 70'-5 (13) 97- 23'-4' 17-) 2 2 2 2 2 2 2 2 V-0' r-8' 9'-4- 13' T-8' 20'-10. 17- 2 2 2 2 2 2 2 2 6'-0' 6 -5' . W-6 14' 6'-5' 19'-1 18' 2 2 2 2 2 2 2 2 -0' T-6' 7'-11' 14" 5'-6' iT-8'(18 2 2 2 2 2 2 2 2 8'-0' 4'-9' T-4' (14' 4'-9' 16'-6-(19-) 2 2 2 2 2 2 2 2 9'-0- V-3- 6'-11' 15') 4'-3' 15'-6'(19') 2 2 2 2 2 2 2 2 30 PSF SNOW LOAD, 90 MPH WIND LOAD 4'-0' 9'- 10'-5'(15) 9'-7- 23'-4'(19') 2 2 2 2 2 2 2 2 T-8' 9'-4' (15') T-8' 20'-10'1[20' 2 2 2 2 2 2 2 2 6'-0' 6'-5" 8'-6' 16') 6'-5' 19'-1'(2l') 2 2 2 2 2 2 2 2 r-0' 5'-6' T-11' (16') 5'-6' 1T-8'(21') 2 3 2 2 2 3 2 2 8'-O' 4'-9' T-4' 17-) V-9' 16'-6-(2r) 2 3 2 2 T 3 2 2 9'-0' 4'-3' 6' -ll' ti 4'-3' 15'-6'(22') 2 3 2 2 2 3 2 2 30 PSF SNOW LOAD, 100 MPH WIND LOAD 4'-0' 9'-7- 10'-S'(16) 9'-7' 2X-41211 2 4 1 2 2 2 4 2 2 5'-0' 7'-8' 9'-4' 17') 7'-8' 20'-10' 22' 2 4 2 2 2 4 2 2 6'-0' 6'-5' 8'-6' (18') 6'-5' 19'-1-(22-) 2 .4 2 2 2 4 2 2 7* -0' 5'-6' 7'-11' (18') 5'-6' 17'-8'(23') 3 S 2 2 3 5 2 2 W-0' 4'-9' 7'-4' (18') 4'-9' 16'-6'(24') 3 6 2 3 3 6 2 3 9'-0'4'-3' 6'-11' (19') 4'-3' .15'-6-(24-) 3 6 2 3 3 (01 2 3 30 PSF SNOW LOAD, 110 MPH WIND LOAD 4'-0' 9'-7- 10'-5-(17) 9'-7- 23'-4'(22') 3 - 2 3 3 - 2 3 5'-0' 7-8' 9'-4' (18') 7-8- 120'-10'(23') 3- 2 3 3- 2 3 6'-0- 6'-5' 8'-6' (18') 6'-5' 19'-1' 23') 3 - 2 3 3 - 2 3 T-0' 5'-6' T-11' (19') 5'-6' 1T-8'(25') 4- 2 4 4- 2 4 8'-0' 4'-9' T-4' (19') 4'-9' 16'-6'(25') 4- 3 4 4- 3 4 9'-0' 4'-3' 6'-11' (20') 4'-3" 15'-6'(26') 5 - 3 5 S (-11 3 5 Distributed by: Viking Builders, Inc. -Viking Aluminum, Inc.-Viking-Ajau Supply 5421 E. Cheyenne 1440 S. Balboa Ave. 11385 Sunrise Park Drive #200 Las Vegas, NV 89115 Ontario, CA 91761 Rancho Cordova, CA 95742 702-644-0301 909-930-1541 916-635-2245 ADDENDUM TO ICBO EVALUATION SERVICE INC. REPORT 1841P DRAWN BY: SCALE: emv NONE DATE: MAR. 31, 1998 ASHTON.VANCE J & ASSOC.,INC. Manufactured by Texas Aluminum Industries, Inc. ' 2900 Patio Drive Houston, Texas 77017 DESCLi18'L'ION DRJLWLNG NUMBER ATTACHED COVER�TAABBLES PPC — 4 WTTHEELINSERT) G (STT U16.12-31-01 �} J+� CIWn` 9TFOF ,FF.X- M. MEXiCo r7D+ � 11 Z PROFESSS;"0 ,CATfti 25254 � Vmkc �� S;{tltiea% kU� TABLE "A" MAXIMUM COLUMN SPACING "B" : COLUMN SCHEDULE 10 PSF LIVE LOAD, 70 MPH WIND LOAD MAXIMUM 3' X e' X .042' BEAM 3'X 8' BEAM W NSERT TRIBUTARY MAX, COL FOOTING SIZE MAX COL FOOTING SIZE WIDTH • SPACING " NO SAB W SPACING 0*NO SLAB W 4.-0' 3' X 8' X .042' BEAM (1� V-0' 4•-0' W/ 2'x 6 1/2'X .024' SIDEPLATES. 6'-0' 13'-7' 1) 18'SO.x 33' 18'SO.x 24' 21'-8" (2) 26'SO.x 33' 18•SO.x 30' r-0' 12'-7' (1) 18'SO.x 33' 18'SO.x 24' 20'-0' (2) 26'SO.x 33' 18'SQx 30' 8'-0' 11'-10'(1) 18'SOx 33' 1B'SO.x 24' 18'-9' (2) 26'SO.x 33. 18'SO.x 30' 9'-0' 11'-2" (i) 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'SO.x 33' 18'SO.x 24' 16'-9' (2) 26'SQ.x 33' 1B'SO.x 30' 11'-0• 10'-1" (1) 18'SO.x 33' 18'SO.x 24' 16'-0' (2) 26'SO.x 33' 18'SQ.x 30' 12'-0' 9'-8" 1 18'SQ.x 33' 1B'SQ.x 24' 15'-4' (2) 26'SO.x 33' 18'SO.x 30' 90 MPH WIND LOAD 10 PSF LIVE LOAD, 90 MPH WIND LOAD 4--0- 5 -0' 5'-0" 5.-0. 1r-8' (2) 26'SO.x 36' 20'SO.x 30' 6'-0' 6'-0- 13'-7" (1) 26'SO.x 33' 18'SO.x 30' 21'-8' (2) 28'SO.x 39' 22'SQ.x 30' 7'-0' 12'-7' (1) 26-SO.x 33' 18'SQ.x 30' 20'-0' (2) 28'SO.x 39' 22'SO.x 30' W-0' 11'-10' (1) 26'SO.x 33' 18"SO.x 30' 18'-9' (2) 28'SO.x 39' 22'SQ.x 30' 9'-0' 11'-2' (1) 26'SO.x 33' 18'SQ.x 30' 17'-8' (2) 28'SO.x 39' 22'SO.x 30' 10'-0' 10'-r (1) 26'SO.x 33' 18'SO.x 30' 16'-9' (2) 28'SO.x 39' 22'SQ.x 30' 11'-0' 10'-1' (1) 26'SQ.x 33' 18'SQ.x 30' i6'-0' (2) 28'SO.x 39' 22'SO.x 30' 12'-0' 9'-8' (1) 26'SO.x 33' 18'SQ.x 30' 15'-4" (2)128'SO.x 39' 22'SQ.x 30" 11'-3" (2) 26'SO.x 36' 20'SO.x 30' 10 PSF LIVE LOAD, 100 MPH WIND LOAD 4'-0' r-0" 9'-6' (2) 26'SQ.x 36 20'SO.x 30' V-0" 8'-0' 8'-10' (2) 26'SO.x 36' 20'SO.x 30' 6'-0" 13'-7' (2) 26'SO.x 36' 20'SO.x 30' 21'-8' (3) 30'SO.x 39' 24'SQ.x 33' 7'-0' 12'-7' (2) 26'SO.x 36' 20'SQ.x 30' 20'-0' (3) 30"SO.x 39. 24'SQ.x 33" 8'-0' 1V-10'(2) 26'SO.x 36" 20'SO.x 30' 18'-9' (3) 30'SO.x 39' 24'SQ7 33' 9'-0' 11'-2" (2) 26'SO.x 36' 20'SO.x 30' 17'-8' (3) 30'SO.x 39'.24'SO.x 33' 10'-0' 10'-7' (2) 26'SO.x 36' 20'SO.x 30' 16'-9' (3) 30'SO.x 39' 24'SO.x 33' it' -0' . 10'-1- (2) 26'SO.x 36' 20'SO.x 30' 16'-0' (3) 30'SO.x 39' 24'SQ.x 33' 12'-0' 9'-8' (2) 26'SO.x 36' 20'SO.x 30' 15'-4' (3) 30'SO.x 39' 24'SO.x 33' 8'-10" (2)128'SO.x 39' 22-SO.x 30-114!-0- (4) 30'SO.x 39' 24"SQ.x 33' 10 PSF LIVE LOAD, 110 MPH WIND LOAD 4'-0' 1 r-11" (2) 28'SQ.x 39" Z2'SO.x 30' 12'-6' (4) 30'SO.x 39' 24'SO.x 33' 5'-0' 6'-0' 13'-1' (2)128'SO.x 39" 22'SO.x 30' 21'-8' (4) 30'SQ.x 42' 24'SO.x 33' 7'-0' i2'-7' (2)128'SO.x 39'122'SO.x 30" 20'-0' (4) 30'SO.x 42' 24'SO.x 33' 8'-0' i1'-10'(2) 26"SO.x 39' 22"SO.x 30' 18'-9' (4) 30'SO.x 42' 24'SO.x 33" V-0' 11'-2' (2) 28'SO.x 39' 22'SO.x 30' 17'-8' (4) 30'SQ.x 42' 24'SQ.x 33' 10'-0' 10'-7' (2) 28'SO.x 39' 22'SO.x 30' 16'-9' (4) 30'SO.x 42" 24"SQ.x 33' 11'-0' 10'-1' (2)128'SO.x 39" 22'SO.x 30' i6'-0• (4) 30'SO.x 42' 24'SO.x 33' 12'-0' 9'-8' (2)128'SO.x 39' 22'SO.x 30' 15'-4' (4) 30'SQ.x 42' 24'SO.x 33' • SEE TRIBUTARY WIDTH TABLE. DRAWING PPC -3. " NUMBER IN PARENTHESIS IS THE COLUMN TYPE PER TABLE '8' BELOW. A 3 1/2 INCH THICK (MIN.) CONCRETE SLAB SHALL OCCUR UNDER THE ENTIRE COVER AND EXTEND 1'-9' MINIMUM BEYOND EXTERIOR FACE(S) OF COLUMNS. TABLE "B" : COLUMN SCHEDULE COLUMN COLUMN DESCRIPTION TYPE 3' X 8' X .042' BEAM (1� 3' SO. X .120" ALUM. CENTER COLUMN 4•-0' W/ 2'x 6 1/2'X .024' SIDEPLATES. (2� 3' SO. X .095' STEEL CENTER COLUMN it' -3' 1 18 -Sox 33' 18'SO.x 24' W/ 2'X 6 1/2'X .024' SIDEPLATES. • (3� 3' SO. X .120' STEEL CENTER COLUMN 16'-2' 2 24'SO.x 33' 1 B'SO.x 27' W/ 2'X 6 1/2'X .024" SIDEPLATES. •• (4) 3" 188' STEEL CENTER COLUMN W-0" W/ 2'X 6 1/2-X .024' SIDEPLATES. ••• • MAY BE SUBSTITUTED FOR COLUMN 1 . •• MAY BE SUBSTITUTED FOR' COLUMN 1 6, (2). «• MAY BE SUBSTITUTED FOR COLUMN (1), (2) do (3) TABLE "A" MAXIMUM COLUMN SPACING 20 PSF LIVE/SNOW LOAD, 70 MPH WIND LOAD MAXIMUM 3' X 8' X .042' BEAM 3'X 8- BEAM W NSERT TRIBUTARY MAX. COI. F007ING SIZE MAX. COL FOOTING SIZE MADTH' SPACING •` NO SLAB I W "' SPACING " NO SLAB W "' 4•-0' 8'-6' (1) 18'SO.x 30' 18'SO.x 24' 13'-5" (2) 24'SO.x 30' 18'S0x 27' r-0' 5'-0- it' -3' 1 18 -Sox 33' 18'SO.x 24' 1r-8' 2 24'SO.x 33' 18•SO.x 27' 6 -0' 10'-2' 1) 18'SO.x 33' 18-SO.x 24' 16'-2' 2 24'SO.x 33' 1 B'SO.x 27' 7'-0' 9'-6' (1 18'SOx 33' 18'SOx 24' 1 14'-11'(2) 24'SQ.x 33' 18'SQ.x 2r W-0" 8'-10' (i) 18'SO.x 33' 18-SO.x 24-1 14'-0" 2) 24'SO.x 33' 18'SO.x 27* •9'-0" 8'-4' (i) 18'SQ.x 3' 18-SO.x 24-113;-2" 2) 24'SO.x 33' 18'SO.x 27' 10'-0" -33 - r-11" (1) 18'SO.x 33' 18'SO.x 24' 12'-6' (2) 24'SO.x 33" 18"SO.x 2r r6 -11- (1)' 24-SO.x 30' 18-SQ.x 27' 10'-11' (2) 26'SO.x 36' 20'SO.x 27' 20 PSF LIVE/SNOW LOAD, 90 MPH WIND LOAD 5 -0' 5'-0" it' -3" (1) 26'SO.x 33' 18'SO.x 30' 1r-8' (2) 26'SO.x 36' 20'SO.x 30' 6'-0' 10'-2' (1) 26'SO.x 33' 18'SO.x 30' 16'-2' (2) 26'SO.x 36' 20'SO.x 30' 7'-0' 9'-6' (1) 26'SO.x 33' 18'SO.x 30' 14'-11'(2) 26'SO.x 36' 20'SO.x 30' 8'-0' 8'-10' (1) 26'SO.x 33' 18'SO.x 30' 14'-0' (2) 26'SO.x 36' 20'SO.x 30' 9'-0' 8'-4' (1) 26'SO.x 33' 18'SO.x 30• 13'-2' (2) 26'SO.x 36" 20'SQ.x 30' 10'-0' 7'-11" (1) 26'SQ.x 33' 18"SO.x 30' 12'-6- (2) 26'SO.x 36' 20'SQ.x 30' 7--11' (2) 26'SO.x 31r 20-SO.x 30' 12'-5' (3) 30'SQ.x 39' 24'SO.x 33" 20 PSF LIVE/SNOW LOAD, 100 MPH WIND LOAD W-0' 6'-11' (2) 26-SO.x 36' 20'SO.x 30' 10'-i1'(3) 30'SO.x 39' 24'SO.x 33' 5'-0' 11'-3" (2) 26'SO.x 36' 20'SO.x 30' 1r-8' 3) 28'SQ.x 39' 22'SO.x 30' 6'-0- 10'-2" (2) 26'SQ.x 36' 20'SQ.x 30' 16'-2' (3) 28'SO.x 39' 22'SO.x 30' r-0" 9'-6' (2) 26'SQ.x 36 20'SO.x 30' 14'-11'(3) 28'SO.x 39' 22'SO.x 30' 8'-0' 8'-10' (2) 26'SO.x 36' 20'SO.x 30' 14'-0' (3) 28'SO.x 39' 22'SO.x 30' 9'-0' 8'-4' (2) 26"SO.x 36' 20'SQ.x 30' 13'-2' (3) 28'SO.x 39" 22'SO.x 30' 10'-0' 1 7'-11' (2) 26'SO.x 36' 20'SO.x 30' 12'-6' (3) 28'SO.x 39' 22'SO.x 30' 20 PSF LIVE/SNOW LOAD, 110 MPH WIND LOAD 4'-0' 5'-0' 11'-3' (2)128'SO.x 39' 22'SQ.x 301 17'-8' (4) 30'SO.x 39' 24'SO.x 33" 6'-0' 10'-2" (2)128'SO.x 39' 22'SO.x 30'116'-2' (4) 30'SO.x 39' 24'SO.x 33' r-0' 9'-6' (2) 28'SO.x 39' 22'SO.x 30'114!-11'(4) 30'SO.x 39' 24'SO.x 33' V-0' 8'-10" (2)128'SO.x 39' 22-SO.x 30-114!-0- (4) 30'SO.x 39' 24"SQ.x 33' 9'-0' 8'-4' (2) 28'SO.x 39 -122 -SO.. 30-113'-2- (4) 30'SO.x 39' 24'SO.x 33' 10'-0" 1 r-11" (2) 28'SQ.x 39" Z2'SO.x 30' 12'-6' (4) 30'SO.x 39' 24'SO.x 33' .18' MAX LATTICE OVERMANG Distributed by: Viking Builders, Inc. -Viking Aluminum, Inc.-Viking-Ajaxx Supply 5421 E. Cheyenne 1440 S. Balboa Ave. 11385 Sunrise Park Drive #200 Las Vegas, NV 89115 Ontario, CA 91761 Rancho Cordova, CA 95742 702-044-0301 909-930-1541 916-635-2245 Sun Count Deluxe Lattice System TABLE "A" MAXIMUM COLUMN SPACING 30 PSF;SNOW LOAD, 70 MPH WUM LOAD MAXIMUM r X 8" X .042" BEAM 3'X 8- BEAM W NSERT TRIBUTARY MAX COL FOOTING SIZE MAX COL FOOTING SZE MADTH • SPACING ••NO SLAB W "• SPACING " NO SLAB W SLAB 4!-0- 5'-0- 9'-4' 1 1B'SO.z 30' 18'SO.x 24" 14'-8' (2) 24"SO.x 30. 18'SOx 27 6'-0' 8'-6' (1) 18'SO.x 30' 18'SO.x 24' 13'-5" (2) 24'SO.x 30' 18'S0x 27' r-0' r-11 7) 118'SO.z 30' 18-SO.x 24' 12'-5' (2) 24'SO.x 30' 18'SO.x 27, 8'-0' r-4 (1) 18'SQ.x 30' 118'SOA 24' 1 i1'-7' (2) 24'SQ.x 30' 18'SO.x 27' 9'-0' W-11' 1) 18'SO.x 30'118--- 24' 10'-11' (2) 24 SO.x 30. 18'SO.x 2r 30 PSF I SNOW LOAD, 90 MPH WIND LOAD (1) 24'SQ.x 30' 18'SO.x 27' 14'-8' (2) 26'SO.x 36' 20'SOx 27" 6'-0' 8'-6' (1) 24"SO.x 30' 18'SQ.x 27' 13'-5" (2) 26'SO.x 36' 20'SOx 27' r-0' r-11' (1) 24'SO.x 30' 18'SO.x 27' 12'-5' (2) 26'SO.x 36' 20'SO.x 27' 8'-0- 7-4• (1) 24-SO.x 30' 18"SOx 27' it' -r (2) 26'SO.x 36' 20'SO.x 27' 9'-0' r6 -11- (1)' 24-SO.x 30' 18-SQ.x 27' 10'-11' (2) 26'SO.x 36' 20'SO.x 27' 30 PSF I SNOW LOAD, 100 MPH WIND LOAD 5 -0' 9'-4' (2) 24'SO.x 36' 20'SO.x 27' 14'-8' (2) 28'SO.x 36' 22'SQ.x 30' V-0' 8'-6" (2) 24"SQ.x 36. 20'SO.x 27' 13'-S' (2) 28'SQ.x 36" Z2'SO.x 30' r-0' 7'-11' 2) 1 24"SQ.x 36' 20'SO.x 27' 12'-5' (2) 28'SO.x 36' 22'SO.x 30' 8'-0" 7-4' (2) 24'SO.x 36' 20'SO.x 27- i1'-7" (2) Z8'SO.x 36' 22'SO.x 30' V-0' 6'-11' (2)24'SO.x 36' 20'SO.x 27' 10'-11'(2) 28'SO.x 36' 22'SQ.x 30' 30 PSF--SNOW LOAD, 110 MPH WIND LOAD 5'-0' V-4' (2) 26-SO.x 36' 20'SO.x 30' 14'-8' (3)130'SQ.x 39" 24'SO.x 33" 6'-0' 8'-6' (2)126'SO.x 36' 20'SO.x 30' 13'-5' (3) 30'SO.x 39' 24'SO.x 33' r-0" 7--11' (2) 26'SO.x 31r 20-SO.x 30' 12'-5' (3) 30'SQ.x 39' 24'SO.x 33" 8'-0' 7* -4' 2) 26'SO.x 36' 20'SO.x 30" 11'-7' (3)130"SO.x 39' 24'SO.x 33' 9'-0' 6'-11' (2) 26-SO.x 36' 20'SO.x 30' 10'-i1'(3) 30'SO.x 39' 24'SO.x 33' RAFTER OVERHANG I SEE TABLE. DWG. PPC -3 i RAFTERS O 24' MAX SEE TABU DWG. PPC -3 ADDENDUlf TO ICBO EVALUATION SERVICE INC. REPORT 1841P DRAWN BY: um SCALE: NONE ASHTONNANCE k ASSOC.,INC. DAT:,:MAR. 31. 1998 RAFTER SPAN, SEE TABLE. DWG. PPC -3 RAFTER OVEr RANG SEE TABLE DWG. PPC -3 BEAM OR 8' BEAM INSERT. SEE TABLE DIG. PPC -5 ' 8'-6' MAAMUM COLUMN HEIGHT C i i A �� N � off• i •� t .1 FREESTANDING PERGOLA PATIO COVER (WITH LATTICE COVERING) Manufactured by: Texas Ahuninum Industries, Inc. 2900 Patio Drive i Houston, Texas 77017 )RAKING DESCRUMON DRAWING iG NUWBER PPC -5 FREESTANDING COVER TABLES WM LATTICE COVERING Q fESSIO l Ij \x.12-01-01 J OF TABLE "A': MAXIMUM "A": MAXIMUM COLUMN SPACING 10 PSF LIVE LOAD. 70 MPH InND LOAD MAXIMUM MAXIMUM COLUMN SPACING TRIBUTARY WIDTH • AT SLAB •• AT FTC."" AT SLAB " AT FTG•'• 4'-0' AT FTG— 4'-0 r-2' 15 16'-0' 19 W-0' 6'-5' 5 -0' W-6• W-7- 16' 6'-0' 9'-.r 10'-5' 18' 9'—r 23'-4-(23-) 'r -o' e'-31 9'-7' 18' 8'-3' Z1'-7-(23-)' 8'-0' r-2' 9'-0' 18' r-2' 20'-2'(24') 9'-0' 6'-5' 8'-6' 19' 6'-5' 19'-1a(24') 10'-0' 5'-9• 8-1' 19' V-9• 1a'-1.25• 11'-0' 5'-3' r-8' 19' 5'- . 1r-3" 25' 12'-0' 4'-9' r-4' 20' 4'-9' 16'-6-(26-) 10 PSF LIVE LOAD. 90 MPH WIND LOAD 4'-0' 19'-2.23• 6'-0' 5'-5' r-10' is' 5'-5' 1r -6'(24o) r-0• 4'-8' r-3' 19' 4'-8' 6'-0' 9'-r 10'-S-(20-) 9'-7' 23'-4' 26' 7'-0' 8'-3' 9'-7' 21' 8'_3• 21'-7-(27-) 8'-0" r-2' 9'-0' 21' r-2' 20'-2.28' 9'-O' 6'-5' 1 8'-6' 22' 6'-5' 1 19'-'r 28' 10'-0' 5'-9' 8'-1' 22• 5'_9' 18';--1'(29') 11'-O' 5'-3' r-8' 22' 5'-3' 17* -3'(29 ) 12'-0' 4'-9' 7'-4. 23' 4'-9' 1 16'-6w(30') 10 PSF LM LOAD, 100 MPH WWD LOAD 4'-0" 4'-0' 15'-2'(27' 9'-0' -- 6'-4' 5'-0' -- 14'-4. 28 10'-0• -- 6'-0' 6'-0' 9'-1" 10'-5-(22-) 9'-1' 23'-4-(29-) 7'-0' r-9' 9'-7' 23' 7'-9' 21'-7-(29-) 8'-0' 6.-9.9'-0- 8'-7' 23' 6'-9' 20'-2-(30-) 9'-0' 6'-0- s'-6' 24' 6'-0' r-0' 10'-0' S'-5' 8'-1' 24 5 1 18'-1' 31 i1'-0' 4'-11' 7'-8' 24' 4'-11' 1 17'-3'(31') 12'-0' 4'-6' r-4' 25' 4'-6' 16'-6' 31' 10 PSF LIVE LOAD, 110 MPH WM LOAD 4'-0' 5'-0' 6'-0' r-5" 1 10'-5' 23' r-5' 23'-4-(30-) 7'-0' 6'-4' 9'-7' 24' 6'-4- 21'-7(31') 8'-0' 5'-7' 9-0' 25' 5'-7' 20'-2-(31-) 9'-0' 4'-11• 8'-6' 25' 4'-11' 19'-1-(31-) 10'-0' 4-5' 8'-i 26' 4'-5' 18'-l-(31-) 11'-0' 4'-0' 7'-a' 26' 4'-0• 17'-3- (31-) 12'-0' -- 7'-4' 26' -- 16'-6-(31-) ' SEE TRIBUTARY WIDTH TABLE. DRAWING PPC -3. •• USE COLUMN TYPE M.M.m ORM. TABLE W. DWG PPC -4. -*USE COLUMN TYPE ® ORm. TABLE 'B'. DWG. PPC -4. NUMBER IN PARENTHESIS IS SIZE OF CONCRETE CUBE FOOTING IN INCHES. WMEU FOOTING SIZE INDICATED EXCEEDS 28' CUBE. USE FOOTING DETAIL 0. Distributed by: TABLE "A": MAXIMUM COLUMN COLUMN SPACING 20 PSF LIVE/SNOW LOAD, 70 MPH WW LOAD MAXIMUM TRIBUTARY WIDTH MAXIMUM COLUMN SPACING AT SLAB — AT FTG— AT SLAB .. AT FTG— 4'-0 r-2' 15 16'-0' 19 W-0' 6'-5' 5 -0' W-6• W-7- 16' 6'-6' 19'-2' 20' 8'-0' 5'-5' r-10' 16 S-5' 1r -a' 21' -- 5'-4' 4'-s• r-3' 16 4'-e' 16'-3"(21') 4'-0' 6'-9' (1 7) 4'-0' 15'-2'(22') 9'-0' — 6'-4' (17-) tr r-0' 10'-0' 18' 6'-0' 1'r -- 5'-8' 13' -r 23' 20 PSF LIVE/SNOW LOAD, 90 MPH WW LOAD 4'-0 30 PSF SNOW LOAD, 100 MPH WIND LOAD 4•-0' 5'-0' 6'-6' 8'-r 18' 6'-6' 19'-2.23• 6'-0' 5'-5' r-10' is' 5'-5' 1r -6'(24o) r-0• 4'-8' r-3' 19' 4'-8' W-3-(24-) 8'-0' 4'-0' W-9' 19' 4'-0' 15'-2' 25' 9'-0' -- 6'-4' 20' 20' -- 4 14'-' 26' 10'-0' - 6'-o' 20' r-0' 13'—r 26 20 PSF LIVE/SNOW LOAD, 100 MPH WIND LOAD 4'-0' 1 -- 5'-8• 21' — 12'-E' 2r S'-4' 5'-0• 6'-6' 8'-7' 19' 6'-6' 19'-2-(25o 6'-0' 5'-5' 7'-10' 20' S'-5' 1r-6'(26' r-0' 4'-8' r-3'(21' 4'-8' 16'-3-(26- a'-0' 4'-0' 6'-9' 21' 4'-0' 15'-2'(27' 9'-0' -- 6'-4' 21' -- 14'-4. 28 10'-0• -- 6'-0' 22• -- 13'--r(28') 20 PSF LIVE/SNOW LOAD, 110 MPH WIND LOAD 4'-0' 5'-O' 6'-6' 8'-7' 21' 6'-6' 19'-2' 2r 6'-0' 5'-5' r-10-(21-) 5'-5' Ir -6' 28' r-0' 4'-8' r-3' 22• 4'-8' 16'-3'(28') 8'-0' 4'-0' 6'-9' 22' 4'-0' 15'-2.29' 9'-0' -- 6._4. 23. -- 14.-4.30. 10'-0" — 6'-0' 23' 13'-r 30' Viking Builders, Inc. -Viking Aluminum, Inc.-Viking-Ajaga Supply 5421 E. Cheyenne 1440 S. Balboa Ave. 11385 Sunrise Park Drive #200 A 57 SOLO ROOF PANELS. USE ONLY THOSE SHOWN ON DWG PPC -7 I J y TABLE 'A": MAXIMUM COLUMN SPACING 30 PSF SNOW LOAD, 70 MPH WIND LOAD MAXIMUM TRIBUTARY WIDTH MAXIMUM COLUMN SPACING AT SLAB .. AT FTG.w AT SLAB + AT FTC.'•• r-2' 15 16'-0' 19 W-0' 6'-5' 15' 14'-a' 20 — 6•-0• 16 13'-r 20 8'-0' 5'-8' 16' 12'-fr 21 9-0' -- 5'-4' 16 11'-5.21 30 PSF SNOW LOAD, 90 MPH WIND LOAD 4'-0' S-0" 7-2• (17') 16'-0'(22') 6'-0' 6'-5' tr r-0' -- 6'-0• 18' 13 -r a'-0' -- 5'-8' 18' - 12'-8-(24-) 9'-0' — 5'-4' 19' -- 11'-5.24' 30 PSF SNOW LOAD, 100 MPH WIND LOAD 4•-0' 5'-0' - 7'-2' 18' 16'-0-(24-) 6'-0' -- 6'-5' 19 14'-a' 25 r-0' -- 6'-0' 191 -- 13'-r 25' 8'-0' -- 5'-8' 20' -- 1Y-8.26 9'-0' -- 5'-4' 20' -- 11'-5-(26-) 30 PSF SNOW LOAD, 110 MPH WIND LOAD 4'-0- 5'-0' -- r-2' 20' -- 16'-0-(25-) 6'-0' -- 6'-5' 20' -- 14'-S-(26-) r-0' 6'-0• 21' -- 13'-r 26' 8•-0• 1 -- 5'-8• 21' — 12'-E' 2r S'-4' 22 11'-5-(28' 1 OVERHANG MAXIMUM 8'-0' MAIL COLUMN TABLE W.- MR MUM ATTACHMENT LENGTH (L) TO PANEL SPAN (P.S.) RATIO WIND LOAD OPEN OR t]JCI.OSt>]• 70 MPH 90 MPH 100 MPH 110 MPH ]@iT = L/P.S. RATIO ' SEE NOTE #3. DRAWING PPC -7. ROOF PANELS. SEE DWG. PPC 4PERO, EACH SIDE (W-1 1/2% H-11/2% L-6') W/2 - CONT. RAFT. PER(D TER TAILS PER - .SPACED 24c/r-- BEAM PER W #a SMS Ei.J do TABLE 'A' LEG G 6 DWPPC-. OM CONT. FRONT RAFTER BEYC O FOR RAFTER TAILS I _ CONT. RAFT. PER Q ROOF PANELS W/ ANGLES PER O7 j8 SMS O 12'c/c EACH �� TO FRONT RAFTER W/2- 08 SMS EACH LEG O NERS. SEE PPC -7 WALL FASTENERS. SEE 70�0 NOTE #2. DWG PPC - 0 ROOFPANEL e AU OVERH NC SEE DWG PPC -7 33Z YAX OF SPACING COWMN TINUOUS WALL GER. SEE DWG. PPC -7 0 ATTACHED PERGOLA PATIO COVER (WITH SOLID COVERING) Manufactured by: Las Vegas, NV 89115 Ontano, CA 91761 Rancho Cordova, C 9 42 702-644-0301 909-930-1541 916-635-2245 ADDENDUM TO ICBO EVALUATION SERVICE INC. REPORT 1841P DRAWN 8Y: SCAIE: DR&WING DZSCRIPWIN ATTACHED I Sun CountryTM Deluxe Lattice System =V DATE: NONE '�'ON.varrcE (_ assoc..zNc. WITH SOLID MAR. 31. 1998 1 i:RTt: . . Texas Aluminum Industries, Inc. 2900 Patio Drive Houston, Texas 77017 PPC -6 �C• MEI'/ �' c: 0 GENERAL NOTES FOR DRAWING PPC -7 1. IN=87M ROOF PANELS A- THE PANEL FACINGS CONSIST OF .025. OR .032' THICK ALUMINUM SKUVS OF 3004-M164 ALLOY. EL THE ADHESIVE SHALL BE MOR AD M-434. A PROPRIETARY ADHESIVE MANUFACTURED BY MORTON CHEMICAL AND CONFORMING TO THE REOULREMENTS OF A TYPE U. CLAM 2 ADHESIVE. C) CORE SMALL BE PRE -FORMED 1.Sj/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 FASTuERS' A.) AT 10 PSF LIVE LOAD USE 1- 012 WOOD SCREW AT 16'c/c EMBEDDED 1 1/2' MINIMUM INTO GROUP 2 OR BETTER LUMBER B.) AT 20 PSF AND 30 PSF UVE/SNOW LOAD USE 2- 012 WOOD SCREWS AT 16'c/c EMBEDDED 1 1/2' MINIMUM INTO GROUP 2 OR BETTER LUMBER 3. EN oeL_ SARI TTY THESE UNITS MAY BE ENCLOSED WITH CURRENTLY RECOGNIZED ICSO EVALUATION SERVICE. INC. PATIO COVER ENCLOSURE WALLS. 4. SEE DRAWING PPC -1 FOR ADDITIONAL NOTES. ,(4 SM WALL FASTENERS TYPICALO 6'e/c SEE NOTE 02 8- /6 SMS AFTER EXTRUSIONS ARE MATED WALL FASTENERS 1 % SEE NOTE y2 io T-.062*epi tjSF ONLY O 10 PSF LL EXTRUDED HANGER ROLLFORMED HANGER (6061-T6 ALUM.) (ALUM 3004-H36) 2- f6 SMSA EA. PANEL in 1 LOCK O OPEN UNITS, m, �- s- sMs O ENCLOSED UNITS FASTENERS TO OCCUR WITHIN 1' OF VERTICAI LEG. TYPICAL 7n ell 6.0' 3004-H36 ALUM. a H F--2.50' FRONT FASCIA (ALUM 3004-H36) WALL SEE N t SOLID ROOF PANEL SPANS I PANEL TYPE PANEL * THICKNESS DESIGN LOADS 10 PSF LL 20 PSF LL/S.L 30 PSF S.L. (70 MPH 'WIND 90 MPH WIND "*' 100 MPH WIND 110 MPH WIND MAXIMUM PANEL SPAN (MINIMUM SLOPE) .020' 12'-6' (.4•/FT.) 8'-11' (.4'/FT) 7--4' (.4'/FT.) 12'-6' (.4'/FT.) 11'-8' (.4'/FT.) - • L .025• 14'-8' (.4'/FT.) 10'-7' (.4'/FT.) 8'-8' (.4'/FT.) 14'-8' (.4 /FT.) 14'-8' (.4'/FT.) - RFORM .032' 17--5' (.4 /FT.) 12'-7' (.4'/FT.) 10'-4' (.4'/FT.) 17'-5 (.4'/FT.) 17--5' (.4'/1FT.) .018' 13'-8' (.4'/FT.) 7--3' (.4'/FT.) 4'-11' (.4'/FT.) 13'-8' (.4 -/FT.) 11'-1' (.4'/FT.) 2.1/2-X 6' .024' 18'-3' (.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'-O' (.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'- (X/FT.) 3' .025' 16'-8' (.5'/FT.) 10'-10'(.5'/FT.) W-11' (.5`/FT.) 16'-8' (.5'/FT.) 16'-8' (.5 /FT.) - INSULATED ##* .032' 18'-0' (.5'/FT.) 12'-3' (.5'M.) 10'-1' (.5'/FT.) 18'-0' (.5 -/FT.) 18'-0- (.5_ /FT.) - * 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. *#*# HOGHT LESS THAN 10'-0' f EXTRUDED HANGER (6063-T6 ALUM.) 3004-H36 ALUM. SMS O 12 EXTRUS30P (FRONT) DELUXE GUTTER FASCIA (6063-T6 ALUM.) 2- #8 SMS O OPEN UNI' 5- 08 SMS O ENCLOSED UNITS. TYPICAL F T- 3 0100' L FOAM CORE METAL SKU e DELUXE SIDE FASCIA STD, C TRIM (6063-T6 ALUM.) (6063-T75 ALUM.) i = META kO CORE f i 2-1/2" x 6" FLAT PANEL & ACCESSORIES 2-3/8" x 6" FLAT PANEL 3" INSULATED !PANEL & ACCES • Viking Builders, Inc. -Viking Aluminum, Inc.-Viking-Ajaaz Supply. Manufactured by: Distributed by: Las Vegas, IJV 89115 421 E. Cheyenne 1440 Ontario, cA 917 ;e 11395Ro unrisePark n 9s 4200 ADDENDUM TO `ICBG EVALUATION SERVICE INC. REPORT 1841P 702.644-0301 909-930-1541 .916-635-2245 DRAWN BY: SCATS: DRAWING DES CRUMON Sun CountryTM Deluxe Lattice System NONE ASIiTON.VANCE --:3 ASSDC..LNC. DATZ:S M� 31. 1996 OLID ROOF PANELS Texas Aluminum Industries, Inc. 2900 Patio DTave Houston, Texas 77017 DRAWING N11W= PPC -7 t_ Qy PROFESS`0 (S 'SG. ALUMINUM 5/61• HILTI i MST WSIDI?I AIM KMIK AOLT.• 2.6�• Tyr. or 3 F..,_ 1- lM. OF 3 EAVE SCHEDULE FOR LATTICE PATIO COVER • SIZE OF EXISTING RAFTERS O 24"c/c MAX. " _'- '��% W54 0 =.:jit� EL 11L "L" MAXIMUM O 10 PSF LL 2x4 FULL (S 'SG. ALUMINUM 5/61• HILTI i MST WSIDI?I AIM KMIK AOLT.• 2.6�• Tyr. or 3 F..,_ 1- lM. OF 3 NOM 2c PAWIA AT LEAST AS DEEP AS LATTICE RAPTORS W2- 014 x S• NooD SCR&S Wo/e, TO EXIST. PASGIA LATTICE RAPTEIZS. >c ver. (5 oM6. F1•IG-''s PCR ATTAC49HT3fr (SAME! AS AT LOOM 'It,46 FASCIA I_�fb LATTICE RAFTER COKnHLXXJS VCU&.FIR-LAFMN POWIA OOARO W FRANIN6 CLIP TO EACH RAPTSt. CLIP SM4LL OC 1 cIJRR!?RLY •RMUNNI2m AY 14w d RQORT FCR 4000 r-CXIST.RArTCLS _000A 1-1 n• MIN. ICA,tlIC •L• MAX. F1tD..CLTI ON FROM MEIC rM NOTCF® 2K4 USE K*) -L ATTACMICW ONLY POR 071-M RAFTERS. SEE EXISTING GVE OV 50~ 3GfSJUIt THIS DRANIN6 ATTACHMENT AT EAVE DD EXISTING OPEN TYPE EAVE SCHEDULE FOR LATTICE PATIO COVER • SIZE OF EXISTING RAFTERS O 24"c/c MAX. " MAXIMUM LATTICE ROOF RAFTER SPAN 8'-0" 12'-0" 16'-0" "L" MAXIMUM O 10 PSF LL 2x4 FULL LJ LL 24" — 4' YiIT7E 2x6 NOTCHED OR ICAO R"-lG06NI2= 5WIVALENT NITH A MINIMUM 36" TENSION VALUE OP 515". 2x6 FULL ALTER NATEO 'U' BRAC*Er SHOHN 42" IN =*TAILd=RAKIN6 PPCr2 2x8 NOTCHED (am 1Cw OFI!•41�J 42" M=. ALL COMCCTIONS Wr SF10t'fi AIC FISC ORIGINAL DCTAILOI 2x8 FULL ALTERNATE SLAB ATTACHMENT II NOM 2c PAWIA AT LEAST AS DEEP AS LATTICE RAPTORS W2- 014 x S• NooD SCR&S Wo/e, TO EXIST. PASGIA LATTICE RAPTEIZS. >c ver. (5 oM6. F1•IG-''s PCR ATTAC49HT3fr (SAME! AS AT LOOM 'It,46 FASCIA I_�fb LATTICE RAFTER COKnHLXXJS VCU&.FIR-LAFMN POWIA OOARO W FRANIN6 CLIP TO EACH RAPTSt. CLIP SM4LL OC 1 cIJRR!?RLY •RMUNNI2m AY 14w d RQORT FCR 4000 r-CXIST.RArTCLS _000A 1-1 n• MIN. ICA,tlIC •L• MAX. F1tD..CLTI ON FROM MEIC rM NOTCF® 2K4 USE K*) -L ATTACMICW ONLY POR 071-M RAFTERS. SEE EXISTING GVE OV 50~ 3GfSJUIt THIS DRANIN6 ATTACHMENT AT EAVE DD EXISTING OPEN TYPE EAVE SCHEDULE FOR LATTICE PATIO COVER • SIZE OF EXISTING RAFTERS O 24"c/c MAX. " MAXIMUM LATTICE ROOF RAFTER SPAN 8'-0" 12'-0" 16'-0" "L" MAXIMUM O 10 PSF LL 2x4 FULL 24" 24" 24" 2x6 NOTCHED 42" 36" 33" 2x6 FULL 42" 42" 42' 2x8 NOTCHED 42" 42" 42" 2x8 FULL 42" 42" 42" "L" MAXIMUM O 20 PSF LL/S.L 2x4 FULL 24" 20" 18" 2x6 NOTCHED 33" 27" 24" 2x6 FULL 42" 36" 33" 2x8 NOTCHED 42" 42" 36" 2x8 FULL 42" 42" 42" "L" MAXIMUM O 30 PSF S.L 2x4 FULL 21" 16" 12" 2x6 NOTCHED 27' 18" 18' 2x6 FULL 36" 30" 24" 2x8 NOTCHED 42" 36" 30" 2x8 FULL 42" 42" 36" • FOR SOLID ROOF COVERS PER DRAWING PPC -6, SEE ICSO ER -5014P, DRAWING 486. •• RAFTERS SHALL BE No. 2 OR BETTER DOUGLAS FIR LARCH. ••; WHERE LATTICE RAFTER SPAN EXCEEDS LISTED SPAN USE WALL CONNECTION. Distributed by: Viking Builders, Inc. -Viking Aluminum, Inc: Viking-Ajaaa Supply 5421 E. Cheyenne 1440 S. Balboa Ave. 11385 Sunrise Park Drive #200 Las Vegas, NV 89115 Ontario, CA 91761 Rancho Cordova, CA 95742 702-644-0301 909-930-1541 916-635-2245 Manufactured by: ADDENDUM TO ICBG EVALUATION SERVICE INC. REPORT 1841P DRAWN RY: SCALE. DRARD(G DESCRIPTION Sun CountryTM Deluxe Lattice System �'" DATE. "°"E asxrOx.vnrlCE �1 assoC..n1C. DET_4ILS MAR. 31. 1998 Texas Aluminum Industries, Inc. ' 2900 Patio Drive Houston, Texas 77017 °RAWrNG NUMBER PPC -8