Loading...
0203-154 (PAT)LICENSED CONTRACTOR DECLARATION I hereby `affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date fil 2� C61 D03 IMI/Z1 Date T z Signature of Contractor -tn 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�'�'.ATE FUND Policy No. 04602-00917A9 (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:�� s!T Applicant tQ - - 4� 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 inspection purposes. Signature (Owner/Agent) ?� Dates' r .L1 F BDING PERMIT PERMIT # UD DATE , VALUATION TRACT SLOT JOB SITE APN ADDRESS 78,..745.R0(.,`X9]r WY_ COUR-r 1 OWNER CONTRACTOR/DESIGNER/EN (NEER DAVID LMYF„i2T ATI, A0 MOM $G• C0UPANY 78-745R*CJM!F' d1YC0URT 7§41N`Y.�U1. M -3 -ROAD L.akt I;TNT,4 CP. 92253 PAiM SPRNGS CA 92264 4.' (760)327-6466 C 1825 USE OF PERMIT PAM 5,40 OX. AL,LJMAWOOD PA, V0 COVFR, PART L,lt<.TTI'C'.F,, PART SOLID PER APPROVED P61M Y101 HIDA t IO J�14Y%, A•F.C.�!'k.A.Xt`�.>ri >w S.Fs�i l.. �A6� 'l. ��dY 57 t�.SS.C� l+.sa.`il i.'t ?e aN. G7�.�..:J'�i PLAN C°II&K.K..TEI�!2d47(35i�r,sa-�I� 15 C ONSTiWCT?Ci d FF 5rrtc�ric� �i�xr�r� ��;-.��ila I�I'•1�Gt3.241�{7t?� �, �� { 's 90B -'SMA ('01MMTQCKi,ON'.AIga5PLA.WMEOki, LESS PRE-PAIL"FEW" $0,00 C1100FIA(A:IMA RECEIPT DATE t BY DATE FINALED INSPECTOR 0. INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final -?z.� —z POOLS -SPAS BLOCKWALL APPROVALS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final I I Gas Piping PLUMBING APPROVALS ., Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G. F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) .......... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. &IasAwning Company 754 Williams Road LIC: 678256 Palm Springs, CA 92264L PH: 760 . 327-8466 FAX: 760-327-8467 For -DavLJ 79-715 112, er 2 d Park: 4mw-� Phone: 3L - .... .. ........ .............. SINGLE SPAN ATTACHED ( 2"X 6 1/2"X' 12" ALUM. RAFTER ®15^OR2i- 0. C. ,O.C. ,' 9'X 6 1/9' Al I IAI F ALUNA-WOOD PATIO STRUCTURE Ht�AADER 6 1/T' ROLLFORMED 2"X '6' 1/2" FASCIA ROLLFORMEO COVERING ROLL- HEADER FORMED HEADER OR ALTERNATE 3/4"X 6 1/2° OR I I/2'X 6 Wuuu NOTES: 1. FOR GENERAL NOTES SEE DWG. 935003, SHEETS 1 OF 16 AND 2 F 16. 2. FOR COVER PANEL INFO. EE DRAWING #35003, SHT. 3 OF 16 D AILS "A k "B" & DWG. Y35030 SHT. 10 OF 10. 3. FOR LEDGER TO WALL CONNECTIONS SEE THE FOLLOWING: FOR ROLLFORMED- DWG. 135003 ,SHT. 4 OF 1 , DETAIL "L" k SHT. 3 OF 16, DETAIL 'C' FOR ALTERNATE AND WC. #35D30 SHT. 10 OF 10. FOR EXTRUDED- DWG. 003, SHT. 7 OF 16, DETAIL " F. SHF. 7 OF 16 DETAIL '" Jr AND DWG. 135030 SHT. 10 OF 10. 4. FOR HEADER TO COVER P EL CONNECTION SEE DWG. 35003, SHT. 5 OF 16, DETAIL "0" AND DWG. 35030 SHT. 1 OF 10. 5. FOR SIDEPLATE TO COLUM k HEADER CONNECTIONS SEE DWC. #5019 SHTS. 4, 5 AND 6OF6. 6. DESIGN PER U.8.C., 1991 DITION. COVER PANEL(6" FLAT PAN 12"OR 18' V -PAN) MIN. SLOPE= 0.4' /FT 2"X 6 1/2" __ ALUM. FASCIA I" " '—' s OR WOOD f3"X 8" ALUM. HEADER ALTERNATE 3" X 8'" X 12 GA. /�EEL '"C" DGM1Ivt son IC/"TIn.� / *SSE 3"COLUMN NOTE #8 2" X 6 1/2" ALUM.PT. 3 1/2" SIDEPLATES - ONEONCRETE SLAB EACH SIDE OF COLUMN AFETY STAKE OR ABESCO NCHOR. PR n0N LENGTH VARIES I?" TO 18" SIDE VIEW pF COLUMNS. AX. LENGTH DF NOS ON NO. LENGTH AN OVERHANG ABOVE FOR µ1S PER PANEL JOINT. Irl I SEE SCHEDULL10 SMS FASTENER = 4"� NUMBER OF 2"X 6 1/2" ALUM. FASCIA COVER ATTACHED TO ROLLFORMED HEADER �1 MAX. PANEL- TYPICAL FRONT AND SIDES. FOR COL MN SPACING SEE O'HANC SCHEDULE THIS S 257 OF 3"X 8" BOX BEAM INSTALL COLUMNS COL. SPACING OR 3"X 8"X 12 GA. STL. VERTICAL 2"X 6 1/2" ALUM. "C" BEAM CANTILEVER HEADER SIDEPLATES X 3" POST 7. FOR COLUMN TO HEADER & COLUMN TO FOOTING BRACKET, SEE DWG.X 35019, SHT. 4, 5 ANO 6 OF 6. 8. USE 3"X 0.024" ALUM. COLUMN WHEN ATTACHING TO CONCRETE SLAB, USE 3"X 3"X .040" ALUM. OLUMN WITH 3"X 8' ALUM. BOX BEAM HEADER WHEN ATTACHING TO FOOTING. USE 3'X 3"X 0.048" STEEL COLUMN WITH 3"X B"X 12 GA. STEEL "C" 'B HEADER WHEN ATTACHING TO FOOTING SEE DWC. 135003, SHT. 10 OF 16, DETAIL "V K FOR COLUMN FOOTING CONNECTION. oval f O , 470 RF\ o�6`ho 0\ 6RUCE `n�i� a pRUCE DOt10`!M � D. O• Ova— , CHALLMAN ` PD 23921 W p 2 ti . SS/OAtAE- � 1 1/2° DRAIN ALTERNATE 3"X 3" COLUMN SEE SCHEDULE FOR WITH ALUM. "H" BRACKET CONNECTING FOOTING SIZE i COLUMN TO HEADER. NPORT PATIO STRUCTURE DATE I REVISIONS s.s ♦, QQ.OFESS/pH7 f`�yfrE331gV�c�, m 4 No.?r'PZ No. 6M1 yJ,•.SZATE Oo••.p�� • 53498 y BRUCE D. Z 3� :6267: _ CHALLAIAN AmcJ �aAID►' �,��� d CIVIL .a'� i y'•:� •� �..•• •`a•• A , STEREO ENG+ t � d �:W uE;�,•'�'f PLATES (` OPT. 3 1/2" CONC. SLAB- SEE NOTE 15 ON DRAWING, "d' 35003, SHT. 2 OF 16. II111011ALUMAX A ohu of 14W. Totr'td'd hpito k 11651 Dallos Pork -or. 5ude 310 BUILDING PRODUCTS INC. 0000s, Ta. 75240-7478 1' 'uv ICBG ES. EVALUATION REPORT NO 691E "7___7R PARTSINCLE SPAN ATTACHED ALUIdA-WOOD PATIO LA"E STRUCTURE 'm"C Sn OR PART J5019 1 OF 6 cl d5 �GINff 14779 . + .►► Q �� Y NOTES: 1. FOR GENERAL NOTES SEE DWG. 935003, SHEETS 1 OF 16 AND 2 F 16. 2. FOR COVER PANEL INFO. EE DRAWING #35003, SHT. 3 OF 16 D AILS "A k "B" & DWG. Y35030 SHT. 10 OF 10. 3. FOR LEDGER TO WALL CONNECTIONS SEE THE FOLLOWING: FOR ROLLFORMED- DWG. 135003 ,SHT. 4 OF 1 , DETAIL "L" k SHT. 3 OF 16, DETAIL 'C' FOR ALTERNATE AND WC. #35D30 SHT. 10 OF 10. FOR EXTRUDED- DWG. 003, SHT. 7 OF 16, DETAIL " F. SHF. 7 OF 16 DETAIL '" Jr AND DWG. 135030 SHT. 10 OF 10. 4. FOR HEADER TO COVER P EL CONNECTION SEE DWG. 35003, SHT. 5 OF 16, DETAIL "0" AND DWG. 35030 SHT. 1 OF 10. 5. FOR SIDEPLATE TO COLUM k HEADER CONNECTIONS SEE DWC. #5019 SHTS. 4, 5 AND 6OF6. 6. DESIGN PER U.8.C., 1991 DITION. COVER PANEL(6" FLAT PAN 12"OR 18' V -PAN) MIN. SLOPE= 0.4' /FT 2"X 6 1/2" __ ALUM. FASCIA I" " '—' s OR WOOD f3"X 8" ALUM. HEADER ALTERNATE 3" X 8'" X 12 GA. /�EEL '"C" DGM1Ivt son IC/"TIn.� / *SSE 3"COLUMN NOTE #8 2" X 6 1/2" ALUM.PT. 3 1/2" SIDEPLATES - ONEONCRETE SLAB EACH SIDE OF COLUMN AFETY STAKE OR ABESCO NCHOR. PR n0N LENGTH VARIES I?" TO 18" SIDE VIEW pF COLUMNS. AX. LENGTH DF NOS ON NO. LENGTH AN OVERHANG ABOVE FOR µ1S PER PANEL JOINT. Irl I SEE SCHEDULL10 SMS FASTENER = 4"� NUMBER OF 2"X 6 1/2" ALUM. FASCIA COVER ATTACHED TO ROLLFORMED HEADER �1 MAX. PANEL- TYPICAL FRONT AND SIDES. FOR COL MN SPACING SEE O'HANC SCHEDULE THIS S 257 OF 3"X 8" BOX BEAM INSTALL COLUMNS COL. SPACING OR 3"X 8"X 12 GA. STL. VERTICAL 2"X 6 1/2" ALUM. "C" BEAM CANTILEVER HEADER SIDEPLATES X 3" POST 7. FOR COLUMN TO HEADER & COLUMN TO FOOTING BRACKET, SEE DWG.X 35019, SHT. 4, 5 ANO 6 OF 6. 8. USE 3"X 0.024" ALUM. COLUMN WHEN ATTACHING TO CONCRETE SLAB, USE 3"X 3"X .040" ALUM. OLUMN WITH 3"X 8' ALUM. BOX BEAM HEADER WHEN ATTACHING TO FOOTING. USE 3'X 3"X 0.048" STEEL COLUMN WITH 3"X B"X 12 GA. STEEL "C" 'B HEADER WHEN ATTACHING TO FOOTING SEE DWC. 135003, SHT. 10 OF 16, DETAIL "V K FOR COLUMN FOOTING CONNECTION. oval f O , 470 RF\ o�6`ho 0\ 6RUCE `n�i� a pRUCE DOt10`!M � D. O• Ova— , CHALLMAN ` PD 23921 W p 2 ti . SS/OAtAE- � 1 1/2° DRAIN ALTERNATE 3"X 3" COLUMN SEE SCHEDULE FOR WITH ALUM. "H" BRACKET CONNECTING FOOTING SIZE i COLUMN TO HEADER. NPORT PATIO STRUCTURE DATE I REVISIONS s.s ♦, QQ.OFESS/pH7 f`�yfrE331gV�c�, m 4 No.?r'PZ No. 6M1 yJ,•.SZATE Oo••.p�� • 53498 y BRUCE D. Z 3� :6267: _ CHALLAIAN AmcJ �aAID►' �,��� d CIVIL .a'� i y'•:� •� �..•• •`a•• A , STEREO ENG+ t � d �:W uE;�,•'�'f PLATES (` OPT. 3 1/2" CONC. SLAB- SEE NOTE 15 ON DRAWING, "d' 35003, SHT. 2 OF 16. II111011ALUMAX A ohu of 14W. Totr'td'd hpito k 11651 Dallos Pork -or. 5ude 310 BUILDING PRODUCTS INC. 0000s, Ta. 75240-7478 1' 'uv ICBG ES. EVALUATION REPORT NO 691E "7___7R PARTSINCLE SPAN ATTACHED ALUIdA-WOOD PATIO LA"E STRUCTURE 'm"C Sn OR PART J5019 1 OF 6 cl d5 �GINff 14779 . + .►► Q �� Y � BRUCE D. CHALLMAn� M55087 ��.F'if'l;l�El'F�J bh • 27, �� os�F�rSTEf��I\c��� �c 2 0.012' 0. 32' 6'- 0' 8'- 4 COVER PAN L 'T L.L. - /u mrti WINU JrttU 0.017 X 3' X B ALUNA-WOOD BOX B7'y'l HEADER ' Y X B' 'C^ LIVE PROJ- (INCHE�) X 2 CA. SIL. BUN HUGER 61&X• COLUMN SPACING MAX. COLUMN SPACING LOAD ECTION AND FOOTING SIZES AND FOOTING S12ES STRUCTURE LENGTH do PANEL FASTENERS PER JOINT (PSO 20 8' 0.01 0.01 0. 1 7•_ F 2 1/Tx IT J I TX IB' PAN. PNL ON SLAB, WITH FOOTIENCLOSED STRCTP,.(FT•) 10 A• NL nn,c nn.a• COLUMN SPAGNG COLUMN C 1NG SIZE COLUMN SP COLUMN SPACING FOOTING SRE MINI FNCTN M. ctic/i�ir uiu n.in rt, , r 2 0.012' 0. 32' 6'- 0' 8'- 4 20 8' 0.01 0.01 0. 1 7•_ 9' 0.01 0.018 10' 0.02 0.018 i' 0.02 S•_ - - 8•_ 1 25'- d=2 7•- I -r J I •_ I I ' 0.021 0.021 =1 5'-11 J' 0. 1O.OJ2 1'-11 _ 2` 1• __ _ '- •_ " 7�_ E U. 0.0J IS' 1 16' 0.03 -0'- 1 6'-I d=71 •_ •_ r _ 17' J' -I 6'- Ir 2-0'- ]0 '_0' I 0 •- '-t• d= S'-]' 1I 22'-Y d=25' 6'- 0' ) _ 1•_g _5 d_ -2 1 - o. /T ]'- - d=Ier j._j. 1T- 10'- 6' 1 21'-0• 7 1T- I -11• � I'- 7 • "ON SLAB" INCLUDES ATTA HING COLUMN TO SAFETY STAKE OR A13ESCO EARTH ANCHOR. SEE DRAWING 35003, SHT. 10 F 16 FOR DETAILS. FOR ATTACHING TO SLAB USE HILTI KWI BOLTS OR EQUAL, SEE SHTS. 4, 5, AND 6 OF 6. -- FOR FOOTING ATTACHMENII TO COLUMN SEE SCHEDULE "F' (DETAIL "UU") ON DWG. 35003, SHEET 10 OF 16. I t�lOMl f1 pflG)fh •� _ _ c a �Itstf p0110YArt QULkWN ? h, l7mfljar'� LUM/�X sPI/6St Dallas Park.oT. Suife 330 NG PRODUCTS INC. Ulm T•. 75?.0-7.76 BG ES. EVALUATION RERT ?ARTSiNCLESPATTACHED ALUMA-WOOD PATIO pTiBc� 3501g 2 OF 6 RF J>D G1fT�P (,�'p, C��! OfCSS70 a�"s"sM""`s, PROF BRUCE m " s o QJ PtIFIC QQ H ► p>,FE S/4y� 9 £ D. m 4£ N o 7rE y �� No. 6TJ1 '� J ATE pF C �Y� �s 1/1779f� I1) 11 N � 34 971 i = a� ...... .. . v, BRUCE D, n 2',1921 W STATE OF N : 2 ��` s q a u CHALLMAN 2 :6267; _ ONAL EAG �C,�TFRED £NG�aW� ydt CIYIL�Fw W EY��a A 1��14 \'� OFA\l fy�F F�kll EE'�rti:tir� �s 1 J •:� �,,, 1... ; a iBRUCE 0. CHALLMAn:7 55081 _ _1r� 1 GAF•P p • 4, 30033 FC/STER��2�� 'ClYTh. ° SINGLE SPAN ATTACHED 2"X 6 112"X' 12" ALUM. RAFTFR. 0 16" 0R 21 6 1 /1" AI IIM FA NOTES: 1. FOR GENERAL NOTES SEE SHEETS 1 OF 16 AND 2 2. FOR COVER PANEL INFO. #35003, SHT. 3 OF 16 E de OWC. Y35030 ' SHT. 10 3. FOR LEDGER TO WALL COI THE FOLLOWING: FOR ROLLFORMEO- DWG. OF 1 3 OF AND FOR EXTRUOED- OWG. ¢: DETAIL " DETAIL " #35030 4. FOR HEADER TO COVER PA SEE 0WG.35003, SHT. 5 AND OWC. 35030 SHT, 1( 5. FOR SIDEPLATE TO COLUMN CONNECTIONS SEE DWG. AND 6OF6. 6. DESIGN PER U.B.C., 1991 1 7. FOR COLUMN TO HEADER d SEE OWG.135019, SHT, 4, 8. USE 3"X31 0.024" ALUM. USE 3"X 3"X .040" ALUM. WHEN ATTACHING TO FOOTIf USE 3'X 7"X 0.049' STEEy HEADER WHEN ATTACHING TI SHT. 10 OF 16, DETAIL "V I ALUNA-W000 PATIO STRUCTURE 6 1�2" ROLLFORMED H DER OWC. #35003. )F 16. EE DRAWING _TAILS "A" d: "B" OF 10. NECTIONS SEE 135003 SHT. 4 , DETAIL "L" & SHT. •I6, DETAIL "G" FOR ALTERNATE IWC. #35030 SHT. 10 OF 10. 5003, SHT. 7 OF 15, f , SHT. 7 OF 16 Jr AND OWC. SHT. 10 OF 10. 4EL CONNECTION OF 16, DETAIL "Q" OF 10. d: HEADER 5019 SHTS. 4, 5 -COVER PANEL(6" FLAT PAN 12'OR 18' V -PAN) 2"X 6' 1/2" FASCIA ROLLFORMED COVERING ROLL- HEADER FORMED HEADER 3" OR ALTERNATE X B" ALUM. HEADER 3/4"X" 6 1(2" OR j 1 1/2 X 0` WOOD OWC. #35003. )F 16. EE DRAWING _TAILS "A" d: "B" OF 10. NECTIONS SEE 135003 SHT. 4 , DETAIL "L" & SHT. •I6, DETAIL "G" FOR ALTERNATE IWC. #35030 SHT. 10 OF 10. 5003, SHT. 7 OF 15, f , SHT. 7 OF 16 Jr AND OWC. SHT. 10 OF 10. 4EL CONNECTION OF 16, DETAIL "Q" OF 10. d: HEADER 5019 SHTS. 4, 5 -COVER PANEL(6" FLAT PAN 12'OR 18' V -PAN) MIN. SLOPE= 0.4" /FT 2"X 5 1/2" ALUM. FASCIA 3" OR WOOD X B" ALUM. HEADER ALTERNATE OR 3"X ,r,8"X 12 GA. " / EXISTING EXISTING G STFFI E7EAM PROJECTION j' 3"X XCOLUMN SEE NOTE #8 SI X 6 1/2" ALUM. CONCRETE SLAB SIDEPL6 1 -ONE EACH SIDE OF COLUMN -'"?� SAFETY STAKE OR ABESCO ANCHOR. VARIES SIDE VIEW LFICN6 pf COLUMNS. AX, LENGTH DEPENDS p FORpWN LENGTH PAA14NEL Dlh(T. SEE SCHEDULLE ABOVE S PER NUMBER OF #10 SMS FASTENER 2"X 6 1/2" ALUM. FASCIA ATTACHED TO ROLLFORMED HEADER - TYPICAL FRONT AND SIDES. 3"X 8" BOX BEAM OR Y X 8" X 12 CA. STL. "C" BEAM CANTILEVER HEADER COLUMN TO FOOTING BRACKET, 5 ANJ 6 OF 5. COLUMN WHEN ATTACHING TO CONCRETE SLAB. OLUMN WITH 3"X 8' ALUM. BOX BEAM HEADER I. COLUMN WITH 3"X 8"X 12 GA. STEEL 'C' 'B FOOTING SEE DWG. 135003, FOR COLUMN FOOTING CONNECTION. ISTALL COLUMN VERTICAL -7, 1 1/2" DRAIN ALTERNATE 3"X 3' COLUMN SEE SCHEDULE FOR WITH ALUM. "H° BRACKET CONNECTING FOOTING SIZE i COLUMN TO HEADER. - 'Ir 'Nrum PATIO STRUCTURE DATE I REVISIONS r )2' To 11a OVERHANC IIIIIIO X - IPANEL OL. SPACING 7 X 6 1/2" ALUM. SIDEPLATESI _V X 3" POST BETWEEN .- PLATES DPT. 3 1/2" CONC. SLAB- SEE NOTE f 15 ON DRAWING 835003, SHE 2 OF 16. I'111 "ALUMAX ] r� or um„ rotrc�a 7,�� tL I/651 Dollas PorkroT. Svile 310 BUILDING PRODUCTS INC. oouo,, T,. 76740-7oe HONE Da PnRrSINGLE SPAN ATTACHED ALUNA-WOOD PATIO "LAmE STRUCTURE SM ]I/91 DR PART JS019 •p�,BER 1 OF 6 Q °�,uTf��'•. RfC7Jr p. CH9 Mme+., PR(1<p1^�� - p. Cl{ 1 FESS( e 0�. �fESSlgV� c•�i, r�rtE Tic 1k CE�DFwn�k << �ZIFIC ? t ..• C � d GINE F � � �v 1 t � O J STATE Oc dY 'tet• FP / �( I J <� p^ i e ettlxt�"r � p. � m G No 1� 2 ,uW Ho. 6191 y Y;' ;.....,• •.�.� U719 CHALLMAN W gqq y BRUCE D. j 6267: BRUCE 0. CHALLMAni p 23921 W r �'•+.d. ...: V\� APC �ORID�• �W� liy T : j : _ 1 % O •O'C""............. / n "01AL ka RFD EµG�•� yr CIYIL r.a" s '=>e•~Fw uEti��a �`= \ '� 27. \q�et O��irC SD ]WJ3 CHALLAfAfl GF F�.r • "ON SLAB" INCLUDES ATTACHING COLUMN TO SAFETY STAKE OR ASESCO EARTH ANCHOR. SEE DRAWING 35003, SHT. 10 F 16 FOR DETAILS. FOR ATTACHING TO SLAB USE HILTI KWI BOLTS OR EQUAL, SEE SHTS. 4, 5, AND 6 OF 6. — FOR FOOTING ATTACHMENT I TO COLUMN SEE SCHEDULE "F' (DETAIL "UU') ON DWC. 35003, SHEET 10 OF 16. I ion�l ,� ►nuC ponmM = QiLLSJfA1N � PER U.B.C. 1991 EDITION DATE I REVISIONS 8REG CE�,c J0. C7�7!w"�rEssfgl,N",DPRq�E O Q- �0.11F1� Q � ',•f�p0,...... '+C�1 c�S GINE D. C No. �F Z �`� No. 6794 „ a u;;:SSgi..... �y1 �' E.14T19fP IAL LMAN . 34971 s"'- I ZYf c a W BRLCE 43921 W sTwrFof n : :6267. ' Z �2 r q CHALLMAH Z atiU�N ONAIEN C�fT G\aW d CIVIL �� �,J�. ...• `ai A+ 1p ,qe z 7. FEED EN sT � '., B�'Fk' W Eti�••;�f [' � 7"r OF NN FO nGCf.. CH^% -,"o.' ED. CHI•��' I1111111ipA14651LUMAX COVER PAN L T ...--- .....•. ...,..,.,v,.� ,v cu rv.0 JV . JI L.L. — /u mrn mrlu 3rCLU 0.047 X ] X 8' Al A- BOx BFAhI TYPE HFADE(i 7 X 8 Y.. 12 CA. SIL. 'C BEAM HEADER Dallas Pork.os, Soil, 330 Dmm,. T.. 75.40-7.18 LIVE PROD_ (INCHEI) MAX. COLUMN SPACING MAX. COLUMN SPACING LOAD AND FOOTING SIZES AND FOOTING SIZES STRUCTURE LENGTH k PANEL FASTENERS PER JOINT ECTION G2 ipso 3 I i I/7x 17' TX B• ON SLAB. WITH F001ING •• ON SW- WITH FOOTING .. UNENCLOSED STRCTR. ENCLOSED STRCTR. IFl) Pte• PNL NL COLUMN SPAGNC COLUMN SPPLINC FOOnNC SITE COLUMN SPAONC COLUAIN SPACING f0Ong SIZE MIN. LENGTH 1#10 SMS/JNT IM114 I ngmH I SI n CLIC / INT • "ON SLAB" INCLUDES ATTACHING COLUMN TO SAFETY STAKE OR ASESCO EARTH ANCHOR. SEE DRAWING 35003, SHT. 10 F 16 FOR DETAILS. FOR ATTACHING TO SLAB USE HILTI KWI BOLTS OR EQUAL, SEE SHTS. 4, 5, AND 6 OF 6. — FOR FOOTING ATTACHMENT I TO COLUMN SEE SCHEDULE "F' (DETAIL "UU') ON DWC. 35003, SHEET 10 OF 16. I ion�l ,� ►nuC ponmM = QiLLSJfA1N � PER U.B.C. 1991 EDITION DATE I REVISIONS 8REG CE�,c J0. C7�7!w"�rEssfgl,N",DPRq�E O Q- �0.11F1� Q � ',•f�p0,...... '+C�1 c�S GINE D. C No. �F Z �`� No. 6794 „ a u;;:SSgi..... �y1 �' E.14T19fP IAL LMAN . 34971 s"'- I ZYf c a W BRLCE 43921 W sTwrFof n : :6267. ' Z �2 r q CHALLMAH Z atiU�N ONAIEN C�fT G\aW d CIVIL �� �,J�. ...• `ai A+ 1p ,qe z 7. FEED EN sT � '., B�'Fk' W Eti�••;�f [' � 7"r OF NN FO nGCf.. CH^% -,"o.' ED. CHI•��' I1111111ipA14651LUMAX i5h4 sd.io.T.b I.ar.,dblr. BUILDING PRODUCTS INC. Dallas Pork.os, Soil, 330 Dmm,. T.. 75.40-7.18 n. AiF ICBG ES. EVALUATION REPORT NO. 262IP L, ttONE '' P �TSINCLE SPAN ATTACHED ALUMA-WOOD PATIO o.:uE STR.T 1 35019 2 OF o C � n 55087 _o i� i F3X e' Atuu. BOX 8FN1 OR RAFTER NOTE: SEE TA8L6� 3X EX 12 G1 Mn 'C' BEAM HEALER 0(� 4.3, 45, 5.3 AND 5.4 MULT15PM FRFMAN01NG �t�� (C RSR SPAN 6' MIN. O'HANG, ATTiC cf SrR Cn R J `y (CLEAR SPAN) l•�P1�- TWO OR MORE SPANS / �• 6�� X 6 1/2' OR 3' X 8' ALUM. ` f 1 RAFTERS 0 24' O.C. EE RAFTER NMI LATBCE OvFRWWG 16' FOR P o cc), nes O X i/2' s N°td 6 �Y �N�pw COLUMN HT. ?�• J o 1¢ dr OF CLEAR SPAN 3'X 8'X 12 GA. FOR BEAM OWRAP DETAIL �p . cis c[F�£SCry�� t f/�TyT4py SEE SHEET 97LT03, DETAIL 'L23'. OPT. 3 1/2' CONC. SLA3 f `oT 0� A' FOR FOOTING SIZE SEE SCHEDULE ��"� W J, + SEE 3 12' CONC. 0�. L01 I d RAFTER . SLAB- SEE NOT, di ,J �\� �Rp # 5 ON SH tE—i 97GN02 (, , j�,. NOTE Q SINGLE SPAN ATTACH©2" X 6 1/2" OR 3" X 8" IAi"ICE STRUClJRE ALUM. RAFTERS 0 _ ®24" O.C. S c�G HF/H Sa LATTICE: : t 0.018" O.C. M X 1 1/2" WAX. O'HANG 25X OF 3" MINIMUM OR 2 Jig• PES 2 "x 2" ® 4' O.C. MIN. COLUMN SPACING �' J• �/ Hp '1,,�6 (j ?A SEE SCHEDULE FOR x COLUMNS. ALL COLUMNS TO BE INSTALLED VERTICALLY. OPT. 3 1/2' CONC. NAY HAVE MORE THAN SLAB. 2 COLUMNS. OPTIONAL 3 1/2' CONCRETE SLAB. MULTISPAN FREES ANDING i-1/2 f % 6' LONG F °�7 I PUCE 1- 1/2' OX 6' SEEL SING F PAN FR A5 .SIRUCiURE SEE SCHEDULE FO d' NDIN • FOOING 512E STT-BAR AS SHOWN f f f rL FSEE OOTING SIZE FLE OR OOTIN TW - TW TW -► �- TW TW TW TW R RQf ESS' DATE REVISION DATE REVISION T O'HANG-i ! OVERHANG —►I c0 CC N0. 6 0 a �e7�mAx Engineering Services 7/Jj� 1140 All Pro Drly Elkhart, IN 46514 wn BY: AJF I ICBO ES EVALUATION REPORT No. ER-2621P F Cp��Fj51111r'— URAWNE; FREEST,4NDING STRUCTURE ATTACHED STRUCTURE - NONE OE'RT STRUCTURAL CONFIGURATIONS TRIBUTARY WIDTH (TW) DIAGRAM E GIN E STAMP aklu 2/6/2000 u 97SCO2 2 OF 2 i ' 4.0 FREESTANDING AND ATTACHED LATTICE PATiO STRUCTURES 64- 6-T i •tT r-1' 16.3• 27 1T C C T S•1 5'-5' 6-2' 6-0' iV-7" 30 25 C 26 U'F TAX4 LMXaa,M CCLL+ SPA@JG 3I6' S -..a C BEAM , TRIO 6-I• 3U1GIL.N COL UWISFAI?Tp T4- 15'-0• 27 27 C 8' S'd 1'-0" $S LOAD vAa;N FOR ATT A uAaLT ry/ SLAB }I,U( CryLS. FCQil1C SQE LOAD YnpM 60 5 A• 1S S -r ]')6' STEEL C BEAM ,S-2' LIVE TRIO C OD30*+3'i 8•BOX BaF 114- 5'•17 ]•: a'NF.LA�JL 16-10' USr MuSi BE A816 iD SPAN CQUMH FRfF ATTACHED 28 HFJ.OE7I MUST BE ABLE TO SPAM MAX CONS FOOTING SDE LOA° w16TN MAXCONS FO'D 7 A IIS FClT4 25 OOLL>•M'A• ALL aD+31 SPAGWG FiR FTR MN 21 15'•11' USING COLUWI'A' D 23 COLUMN FREE ATTACHEDMAX S-0' S. -Z- a-0' CDLUAN FREEA"� 76 26 C 12' 5 A LE4NC7M FCCXVMN 2s 18 'D•'r COLUMN 6••S YAX ALL SPMM FTR FiR MINIMUM f-11' S'-0• SPACf+O FTA FTAh,Oa' 16 C 13' ,Oc as- CN SL,H 20 14'-T TYPE D LETX)TM OF CLLLA+1 afHER lNE _ S•S +'-d' SS Sd 17'•6' 18 Id C 14' 10 VPH to OR LE55 t7 141'-0' 28 26 tOJ'�'T LOAD Y 70V0 OVER LOAp 2C S•I- 33 13'-1' 29 29 C 15 T-(' 10 ! 21'•1• u-0' 15'-T 763 2e 28 D 2] 5 MPM NANO c 11' 1Y O 23 1 4'•tC SS 12' -Sr 19 79 pm 90 APH WINDSPEFD S tr-IT tr•T TCS 21"-0' 13•-0' 29 29 70 1T S-0' S -Y rS 6•Y 1Y3 29 7➢ C 10 4• 11'-r 26 1708 LESS r if•1' 1fd li-0" tr•e- 0012 2T -r 13••T 10' 5'd 5'-11- Sd 5'-1 a' 11'•11• 29 29 C S 5'-11- 12'41' 17 E 2D 0.[176 11'5 8'S ` • 17.7' i7 -r 17-V 15-0' 26{ 2T 22 27 5'-0" SS $d 11'-T 30 30 c 11'-11' 6 TS 25 23 d 17 ill A 71'41' 28 r 1a•r. 1r-0• lrr 77.1• 2ss 26 C 20' S 4'd S-1' 6.3, 11'5 30 30 C IS T B.A. 73 A lt'-11' 26 11'{ 11'd 25'J- 26 27 c 23 2r S -i'0.016 5"-17 S-0' 11'-0' 31 31 C 6' S•T 23 16 A ta•r 20' to rd 6-iC ,0'J' lad 27-0' 26 C 10''-3' 5'-0" 5'-9' 10'.9' 30 30 C 12'•1' 17'.1• 27.1- 27 17 A 8'•11• 25 it' id 6-0' V -J' Cd 21••11' 30 2s 13 C 20 f 11'-1- 11'd 17-0' 17'A' 0'•T 20'.17 17 is 5'•S 7 1t A T•it' 25 17 T-0' d'd rY 21'd 25 25 23 C $ 6'•17 VJ" 10'-9' 11'•0. 19--9' 26 11 C 20 5' S-0'' 25 22 19 A T•r 25 11-r 6d 6-T T•iC 6'_7' 26.2- 25 N C 6 T-0'. T-0' 6-11• 9'_2• C 11' 4'-T 22 1/ A P.2' 25 tf 6-0'1VS i r 25 25 C T 6-4' 6•r Td T•1T 1V-1• 30 25 p 18 27 E 0.042 T-17 S•T 15 A T•r 23 I5, S -r 6-tT r-iC T -T 18'-T 16 25 C 6 SS S•9' 641' 6- 1P 1T -1P 29 25 C TABLE 4.3 T tI' 0'.C'15-6• 23 1 16 S3 S4- 6S a•T ib' -T 25 18 25 C V 1-11" 6-2' 5.11' r•1' 16-1C 79 2fi D S•1T e' i3 10'•,' 27 17 541' 23 i 77 Sd S -r 6-0' r•r IT•T 25 ?D C 15 10' 4'-r S -Y 5'4- IT -11• 26 26 p 15'•r 9 27 C 4'-T 73 1 ia' !-r I'41' S4- Sn0• 1T•7' 26 C 28 C 11' 1T S-0' S'-17 5•-0' /SJ' 26 27 0 C la 13••10• 30 30 1P 1'-r SS S4- 16-0' 25 28 C 1r S4- S, -IT 4'd 4'•T 14'-7' 28 2e ° 75 5' r-0' COLUMN SCHEDULE b' S. S3 76.3' 27 27 C 1] 1f td Is C 6 14'-T 26 28 0 5' COL FOR A7TwG1Ep u1110E COLUMN 20' T -r 5-11" 27 1 1r A' IT S-0' 15'•10' 26 26 C 15 J• -r 1•-0- 1T4- 26 28 D PAT70STRULTIRES 6 Ir f•,1' f-11• 22 , 22 r� 4'd +'A' 1Sd 241 21 C 16 15.1' 29 24 E 13Ar 29 29 D T !d 4'-T IX41• 28 28 1 90 LPH to OR LESS 16-10' 28 25 E B o.03r A I I"SCXUMEALUM 12'•r 70 30 D e• 10' t0 f 77'-t' 2r-0' IS•r 7641' SCROLL COLUMN 17 21'•1'-0' 25.6 2641' 1741' 30 30 E 11' 9' 14'-r 28 2a a S 76.10' IT--, 2aS 27"3 18' 2I"d 11'-11• 30 29 E 10' 14'-3' 20' 27 E C OD4(i rCLOVERLEA COLUMN 12.0* r 1r -t' 7T-0' iTd 11'-0' fid 17 2a 13. 11•-T 30 30 E JLl 5' 0 FLUTED COlUA01 ALlA4.008Y ,2-0• T 6•r 27 i t7-1' 77-T N'•r IT -r 1Sd 71'-2' 29 24 C 21' 1141' 30 30 E r CLOVERLEAF STEEL 0.046 5' 4'-11• 15 22 S iG-r 11'•0' 12'•T 17.1• I0' -T 18 24 C 22' •.9• 17-2" 26 21 E it' 30 30 E r Ir.io- 29 28 15 9 SJ' V-9' 11'-I' tt'-0' 19'.r 2d 25 2s C101-10' �' a•nr D 4'SOUARE STEEL COLUMN 124 10'•9• -r b b E Tad T 28 26 C 6 7C 0'S 6.1T iG3 104- 16'd 16 16 C 5'SOVARESTFPLCOLUMH 12-0' 9•-5• 16.77 lr•r 15.3' ID 27 e. T r-0' V -I' Vd Ir -0' 27 25 S r4' TS 6'd 6'-11• 2d 28 C 6• 4 14'-r 28 I7 E 77 T-0' Tom' 6'1' r�r 16'•11• r4- 27 C 26 6 S•11' 6.3' TJ• T•5' V 6. 27 27 E 4'-0' 22 15 ,7' 64- 6-T i •tT r-1' 16.3• 27 1T C C T S•1 5'-5' 6-2' 6-0' iV-7" 30 25 C 26 6 A 1, ad 6-I• T -I' T4- 15'-0• 27 27 C 8' S'd 1'-0" $S 5'•T 1T-iT 29 25 C 26 60 5 A• 1S S -r S -,T 6.10• Thi ,S-2' 27 I7 C A' A 114- 5'•17 1'- 11' 16-10' 2D 36 D 28 $ A' it SJ' S. 19 C 7 A 6'-0• 25 20 10' 7 A 6'•i' 25 21 15'•11' I8 I6 D 23 20 C ,i S-0' S. -Z- a-0' 6.2' 1+'-3' 76 26 C 12' 5 A V -r 2s 18 C 6 A 6••S CIF.VTSPANS FOR 3 X F RAFTER CLE tr 1'4- f-11' S'-0• 5'•77 13•,0' 76 16 C 13' 6.17 23 20 14'-T 28 2d D LIVE PANEL N -O C. lNE IV S•S +'-d' SS Sd 17'•6' 18 Id C 14' td n t7 141'-0' 28 26 D LOAD Y 70V0 OVER LOAp 2C S•I- 33 13'-1' 29 29 C 15 T-(' 23 13 17.4- 2e 28 D 2] 5 MPM NANO c 11' 6-2' 23 1 4'•tC SS 12' -Sr 19 79 C 16 13•-0' 29 29 p 10 0.036 27'-5' 11'-0' 10 17 4'-0' f -T 12'6 19 29 C 1T 1I' -T 30 70 D 0012 2T -r 13••T i01LPt1 12' 47R [255 12'41' 30 b E 2D 0.[176 11'5 8'S 20 ! 21'•1' 17L' 25•T 7641' 18' ]0 4' Td T•17 O-1' D'-1' 11'-11' b 28 E 0.012 7V-10' 9'•11• S 76.17 11'46 2t'•.P S 6-T 6.3' 1'3 T -S IS 0.[176 11'4- T- 25 if -0' ITd 1 IT SJ' S -i'0.016 0.012 ITA' 6-17 , r-,• 77-r I ,4'•1' 15-0' 241'•6 IT 241 C 7 4'd S•Y 5'-1' 10''-3' V•9' 5.11 30 6' ta•T 71•-0' 12'•1' 17'.1• 27.1- 27 24 c 8• 5'd 30 2s D 0.012 u•.r 8'•1' 0'•T 20'.17 17 I/ C 7 5'd ir-c 29 2s D 50 0.076 1'-1' 6-0' 40 1C 0'S a-iT taT 10'4- 19--9' 26 11 C 10, 1U-10' 29 26 E 0.042 11'-T r-0' 11' Td ad 9'-+' Vd t0'' -7o' 16 25 C 11' 1rJ' 29 27 E 60 0.036 1'•11' 1'•11' 60 17 Td i r 25 25 C IT 15'•8' 18 27 E 0.042 T-17 S•T I7 T- 6-0• T -.m. 8'-i' IT -4' 26 16 C 13' 15•-3' 28 28 E TABLE 4.3 tI' 0'.C'15-6• 76 26 C 14' 14'•17 29 29 E FOR 10 PSF DOUBLE RAFTERS EAAY BE USED 48. O.C. S, S -i S•1T 6.17 i3 10'•,' 27 17 C iS 14'd 79 29 E 16 S� Sd rd 6-r 15'•r 27 27 C 15'-2' 3o b E 1T S-0' S•r 0'-P 0'•r 1$-i' 27 17 C 16 40 4' 13••10• 30 30 E IT +'d !-7,' S4- S, -IT 11•-8' 78 28 C S 5•-0" 6.11" 6.10• r-0' COLUMN SCHEDULE MAX 1V J'd SS S-6 1+'.4' td Is C 6 4'S 1'-9' 6d 6'd' COL FOR A7TwG1Ep u1110E COLUMN 20' S•1' SJ' 13•-11' 27 27 C r J• -r 1•-0- PAT70STRULTIRES HOW Ir f•,1' S. il'•T 28 28 C r 15.1' 29 24 E A- 0.024'x 3•SOUARE ALUM CDLUMN 11'.6 !d 4'-T IX41• 28 28 C V 16-10' 28 25 E B o.03r A I I"SCXUMEALUM 90 XIDH 17 OR LE55 10' 15'41' 28 25 E SCROLL COLUMN r 21'•1'-0' 25.6 2641' 11' 14'-r 28 2a a B OD2T><3'SOUMEALUM COLUMN 11'{ 20'-0' 2I"d 1r 14'-3' 20' 27 E C OD4(i rCLOVERLEA COLUMN 12.0* a 74'•1' 1fd 11'-0' fid 13. 13•-17 17 77 E 0 FLUTED COlUA01 ALlA4.008Y ,2-0• T t7-7' 17.6 iJ'-T 1S-0" 1V•1' ]0 75 C 141 13'-r 26 26 E E r CLOVERLEAF STEEL 0.046 12411' -1' 11'.10* 29 Zs C W 5' T -IT 5'-7 1•-r •.9• 17-2" 26 21 E F TSOVARE STEEL COLUMN ,2-0' Ir.io- 29 28 C $ D 4'SOUARE STEEL COLUMN 124 to 0'S r-iC 1CJ' Tad 75.11- 28 26 C 6 H 5'SOVARESTFPLCOLUMH 12-0' 11' 15.3' ID 27 C T 3 6'SOuARESmTI COLLAR! 11.7 17 1'•P 1'-f 8'd r4" 14'•r 2d 28 C 6• 14'-r 28 I7 E 13' r4- r-0' T-iC r-1' 1 -f -W 18 20' C V 17-17 27 27 E 1! r -T 0'-Y T-4' Td 13'4- 28 26 C 10' 17-4• 27 24 E 15 6-r S-11' ..IT T-0• 77-0' 29 29 C 1,- 1Y-17 27 25 E r S 3�_ 6'S 0'_r 1T•r x >6 r .i 12'-6• 27 26 E DOUOlEoo2Txria IN LUN. 20 21 16 16 SPAONC. FIR FTA MRL 'G COLum R TY� 'C _6. COLUMN TYPE 20 A iS•V 26 19 A 21 A 14'-t' 26 21 A 20 A 17.11' 27 21 A 21 A 17.1' 27 22 A 21 A 114' 26 22 A• A to -0' 26 23 A' A ta•r 26 24 A' A 114- 26 17 A^ A 1TJ' 28 19 A' 6 A V-4' 25 19 C 7 A 6'-0• 25 20 c 7 A 6'•i' 25 21 c T-0• 23 20 C TJ' 22 21 C 5 A 1a-1' 16 17 A• 5 A V -r 2s 18 C 6 A 6••S 15 19 C r•r 2] 16 C TJ' 23 1D C 6.17 23 20 C 6d ri 21 C A S•S 25 16 C A e'S 2s to C td n t7 c T•1' 23 18 C C A 8'-2' 2S t6 O T-(' 23 13 C W-2' 2] 17 c A 6-2' 23 1 15 C A' - a IAA.XINUS CMU '4 LENGTH A- 10' WAXY.Al+ CY7LL1.w LENGTH MAR 0 3 2000 COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND IN ERMED ATE COLuh Hs FOR MVLTLSPAN STRUCTURES COLUMN NOTES E 8,.r MAX GC>;UMN LENGTH F I I' UAX COLUMN LENGTH G 17 MAX COLLKN LEllCT74 N ,2 MAX L XU•w LEII TABLE 4.6 ALL COLUMNS MAY BE REPLACED ViTIH A STRClrER COLL.., •A' MAY BE REPLACED MY 84 'B' MAY B E REFACED N9 CJ ETC UNEAR INTERpOLAT)ON FOR ALL CALCVLATK>IS IS ALLOA'ED A,0lBUajXNCer -Tax PRDDUCIB, QJG 1150 ALL PRO DRIVE KHART. IN S651tsm LUATION RCPORi CR-7621PNS, COLUMN SfACwG. AND COLUMN 7TPE TORNO AND A714fJ1C0O SIRUCI VR[S6 DAi[: 2 6 2000 i gglg. �/ Vii. � II �\�, ..�• -I '. �.,,, Ail ;� �►I,••:�j�q�`��I�il�l'l� �.�j� ��� �-: p X111► ► � � � I '1' I ` i t v I • If. I I Ok gr TO BE INSTAM VERTICALLY. OPT. 3 1/2' CONC. TQF NAY HAVE MORE THAN 2 COLUMNS. SLAB. 1-1/2.1 X 6' LONG F OPTIONAL 3 1/2' CONCRETE SLAB. R I , 6TULTISPAN FREESTA4DING .SHU LQURE S�1 ajR SEE SCHEDULE FO d' FOOTING SIZE SINGLE SPAN FREESTANDING PUCE 1- 1/2' 6X 6' i1C SC F BAR SHOWN `SEE SCHEDUIE'OR + J f rt F007ING SIZE. ��-TW TW --T W— �-TW TW TW TW RpfESS Q DATE REVISION DATE REVISION T R O'H.ANG- OVERHANG --I D 3 m_ N0. 6 0 ^' i ��eT'IjYIAX Engineering Services 6"e 3�j��'�' 1140 All Pro Drly* • Elkhart, IN 46514 F �Fj TH IST: AJF ICBO ES EVALUATION REPORT NO. ER -2621P FREESTANDING STRUCTURE ATTACHED STRUCTURE CAi - NONE OEART STRUCTURAL- CONFIGURATIONS TRIBUTARY WI➢TH (TW) DIAGRAM E GIN E STAMP 2/8/2000 W72N 97SCO2 2 OF 2 FREESTANDING AND ATTACHED LATTICE PATIO STRUC TA6 s 15" -tor I-'-'T'5- LIATY.M COLLWI SPACV4 317 STEEL C VV(1TIT FOR ATfAC 4y LATfCE ON SIAB MAX C(1r6. fB�EA,�� FOOMK'.: 1--0' NEAC1EP Mut i Bf ABLf TD SPµ CCLUMN FREE ATTAC311 `AkX"UN COLLI SPACR.p llSa.G 41X,7-a1'A' .LI.L Ohlc71 SPACLiG FTR FIR M 154T MAX lBGi11 a CCLIILW CCU%ay5 24 C "r •r JCOLL I 12'-P +ox 1o4r ac c.I SL.AB P Ste' 7-V11'13' TY1 70 WH 19'-r 28 25 C IT OR LESS P1r ICJ• ! I1'-/• u-0' 25-7' 7613' r-0' 71• Pd 5 1t-Ior ti -T 2T4, I1"d 6'd r5, 1r-11- r tf•1' 1!51 176 tid r•1' 15".3- 27 27 C 17.7• t7•r 141.6 6547 26'{ 27 21 C r tory . 11'47 1z 0 17.1 25,131 28 22 c P Pte' P-0' 11'-f it'd 2!13• 26 23 c 10 rd r•iP iCJ- lord 27-0' 26 23 C if'iS 13'-10' 26 18 C Pd 21'•71' 25 73 c f7 T4T 7-4' a'd 1r.41, 21'-0- 25 24 c 13' rd r -r T•7or 8'•1' 20-.2' 25 25 C 1! r-0' r.4' i-1' Td 17S 25 25 C is S•r S•7or t•1P id 1r -r 25 25 c ,r SJ• Sd 5"S r -T 16'-2• 18 26 c 17 54T S -Y r4T r•r ,T•T 25 25 C 18• f{ 1•.11• 5,-6" 5.10" 17.1' 26 26 C 17 !d S r Sd 15"-0' 26 26 C r-1' 27 76 S-1' SJ• 1T-3• 27 27 C 71' 8 ETABLE 4'.IT 5,-0" 15'-10' 26 26 C ! 21•-7' I-'-'T'5- 1 25.6 75"13' 11'-0' LIAR COLUMN SPAC040 DOVBLEOcar .r.r CONS FOO'ry1G 512E FREE ATTAOED FTI2 F1R 'r •r COLUMN TYPE t tf-1' 11'-0' 1--0' 7- r tb LIVE TRO `AkX"UN COLLI SPACR.p 1Y•1' 1TT 14'-r 154T 22'-2• 29 24 C r IT -r 11•--0' 12'-P 17.1- 2or•9• 28 24 C P Ste' 7-V11'13' iTi' 11'-0' 19'-r 28 25 C tor Ir-S,r-10' P1r ICJ• 10d 18'-6- 26 26 C 11' 74r r-0' 71• Pd iT-0' 27 25 C 17 r1T 7" 6'd r5, 1r-11- 27 26 C 13' rd r-9• T•1P r•1' 15".3- 27 27 C 14' rd 14' 7'J' i d 15'_827 26 27 C 15 S 1 5 -1P r40' T -P 354" 27 27 C 15" SJ' 5,.6- SS r•T 14'-0' 28 26 C i- S. -T 5'-T r-0' r-2- 11'•3' 26 26 C 18' 4'-0• f4 t' 5'-0' S -tor 13'-10' 26 18 C 1P .'-3' SS 5,d 17.6- 26 13 C 2IT 4'd 51.1' SJ' 13'-1" 29 29 C 21' 29 4'-1Q 5-4T 12'-Y 29 29 C ! 21•-7' 1 2",17• 1 25.6 75"13' 11'-0' LIAR COLUMN SPAC040 DOVBLEOcar .r.r CONS FOO'ry1G 512E FREE ATTAOED FTI2 F1R 'r •r COLUMN TYPE s t5".1o• 1T.r 2c's 2r•-0• tb LIVE TRO `AkX"UN COLLI SPACR.p r 11'.1' 144" i-1. 1Td 1P -i• 30 25 C i 17-7• 17-T tf•r 15-0' 2J'•i 27 13 C 8' f0 -r 11'-0' iTi' iT-1' 2T•1- 17 24 C P P-!' P1r 11'-4- Ii' -0' 2or-10' 27 24C 10 rS r -1G 1PS ,0'd 19' -fl' 25 24 C i t' Td rd 9'13' Pd 16'-10• 76 25 c 17 i d -J'8'•51 7.10' r-1' 14' 7' 25 25 C 17 rd T -v T•ior 8'-1' ti-.' 26 26 C if 6"-T r-4' 7-4• Td it -0' 26 26 C 15, 5--r- s -.iv 6--10• Td M•1' 27 27 C 1r Sf Sd rS r•T 15•T 27 27 c 1- 5'4T 51.7 a'd T -r 15.1• 27 27 C tr 1'd !•11' S-0• 5,.10• 14'-3' 26 28 C 17 4'd SS 5.d A 28 23c 7V 29 S-1' S'-31 1]'-i 1' 27 27 C 21' 30 4'•10' S-0• 13'-7- 28 2a C S 15"-Ior IT -r Y7-0' 21"4T 11'-0' LIAR COLUMN SPAC040 DOVBLEOcar .r.r CONS FOO'ry1G 512E FREE ATTAOED FTI2 F1R 'r •r COLUMN TYPE r 1/'-1' 14,d 1i-0' 171d tb LIVE TRO `AkX"UN COLLI SPACR.p T 77.11 ,r -T 14••7 15-0• 1P -i• 30 25 C r IT -7- t1'd 17-0' 17-7' 1-•10' 29 25 C P P -r P4T 114' 11'd IT.10' 29 26 C 10, 1 r 8'.10' 1CJ' iPd 15-I 1' 28 28 C ll* T -r 6'-0• r-/' Pd J IS' 28 27 C 17 7-- T-! 8'd r-0• 14'-T 2828 C 17 rd 8.-T 7.10' r-1' 14' 7' 1a 26 C 1! r•0' C. T-4' 7d 13'd 28 28 C 1s S. S•IT r•10' 7•P 17-0• 29 79 C 5 6'•10• a 10.9' 11'-0' LIAR COLUMN SPAC040 DOVBLEOcar .r.r CONS FOO'ry1G 512E FREE ATTAOED FTI2 F1R 'r •r COLUMN TYPE 8. D D T•1' 90 APH WINDSPEED tb LIVE TRO `AkX"UN COLLI SPACR.p TW -STEEL C BEAM .wD wIOM 8'4r 6'-11' MAX Cons FCXTi1NO5� r -T HEADER MUST BE ABLE TO SPAN COLUMN FREE ATTACHED 25 USPIG CC(IAMN'A' ALL SPAC M FTR FTR MINIM, 1TAW MAX lE11SI11 OFOgIAa4 OfNERS C 'r Yf COLUA S-11' t0-0• 1017 d4T ON SIAB 128 26 1 1 TYPE 90 WH 4'-T 17 LNt Less 5,•d 15* -11' 10 1T S-0' S -T r.4r r•Y 1713• 2TIC t -tor 1r 4'd 4'-/1• Sd 5••1or 11•-11•1r D 17 21 4'-0' SS 4'-T 11•-T 321'11'5, 2e D 13' 1or•Y 26 32T 76.46 17.1' 4'•1D' -0'11'-0' 14 3 C 5 6'•10• 9'13' 10.9' 11'-0' LIAR COLUMN SPAC040 DOVBLEOcar .r.r CONS FOO'ry1G 512E FREE ATTAOED FTI2 F1R 'r •r COLUMN TYPE 8. D D T•1' 90 APH WINDSPEED tb 17 OR LESS S T-2' TS 8'4r 6'-11' T r-4' r -T Td T -to' 1Y-1' 30 25 C r 5•d S•r rd r-70' 1TAW 29 25 C P f•11' S-2' S-11' r-1• 16.10-20 128 26 1 1 D for 4'-T 5,-4• 5,•d 15* -11' 28 26 D 11' 17 t -tor 5'•O' 151-31 28 27 D 17 21 4'd 4'-T 14'-r 28 2e D 13' 1or•Y 26 21 76.46 17.1' ze p 14 15 C 5,•r 1Td 26 26 D 151 21 A 114• 13'4r 29 29 D is 4'-i,' 25 11 17-T 30 30 D 1T for -0' 26 1713' 30 30 E ia• 19 A 7.7 11'-11' 30 29 E 1P 21 30 20 11'-T 30 30 E 20' P•I' 25, 16 11'13• 30 30 E 21' 17 11•-0' 30 30 E LIVE TRIB LOAD VAOTH M N MAK COLUMN SPACN 0wrY7-Y6•Box BEAM CONS FOOTING SQE FREE ATTACFm FOL FTR 1444 .r •$- I COU).N TYPE MAX COLUMN SPAQAG oars3'A8'BOXBEAM COH, FOOTING S6ZE FREE AIIACHED FTq FTR 4147. •r 'r COLWN TYPE LIAR COLUMN SPAC040 DOVBLEOcar .r.r CONS FOO'ry1G 512E FREE ATTAOED FTI2 F1R 'r •r COLUMN TYPE 8. D D T•1' 90 APH WINDSPEED tb 17 OR LESS S T-2' TS 8'4r 6'-11' 25 40 10 4' i,' -r 26 17 A 7T-4' 29 20 A iS•Y 26 19 A 4'-0' 22 it S 6'-1 i' 25 16 A 14'13' 26 21 A if -I' 26 21 A T-4 23 13 23 17 A 71'•11' 26 20 A tY•11' 27 21 A T r-4' n 16 A 1or•Y 26 21 A 17.1' 27 22 A 15 C 5,•r 23 17 A 8••I1' 25 21 A 114• 2 6 22 A' C v P 4'-i,' 25 11 A T•it' 25 20 A for -0' 26 TAd242 IT 4'•51 25 19 A 7.7 25 21 A tor•Y 26 21 30 20 4' 5-0' 22 14 A P•I' 25, 16 A D 40 0.038 7•4' A' 17 22 15 A r.r 23 E 17'-4' 26 I7 A' r W-3, I9 I7 E 60 16 A 1or•3' 26 T 26 27 E r-1' 27 76 A P-4' 25 19 C 25 8 ETABLE 4.3 5'13' i1 17 A 6'-0' 25 20 C E 9 10 PSF DOUBLE RAFTERS WAY DE USED 48' O.C. 14' f•T 213 f7 A 6'•1' 25 21 C 1v 15' 14'-2' 30 30 T-6 2] 20 C is 17-10' 30 30 E rJ• 2: 21 c S-11" S T-01 23 15 A for -0' 26 17 A• 5'-0' r S•11' 22 t5 A P -Y 25 18 C T COL FOR ATTACHED LATTICE COLUMN 4'-11 22 16 A 6'•51 25 I C E e• PATIO STRUCTURES FGHf r T -P 23 16 C 0.021•Y3 •SQUARE ALUM COLUMN IT P 15-10' 28 24 TJ' 2119 0.03rYI IQ•sOUApE ALUM C 10, 10• 151-3- 26 25 a r -tor 21 20 C 10 4•5,d 14'-9' 28 26 E B 0 D2 Y3'SOUARE ALUM OOLVMN 1r{ 12' 73 21 C 5 I8 27 E C 5"•r 23 15 A P•S 25 18 C 27 r E D FLUTED COLUMI4 ALl.IM.000Y 12.P 4-11' 22 15 A 6'51' 25 16 C C T T CLOVERLEAF STEEL 0.045 12d 4' ]'•10' 4'•Q 4'-T 4'-9' 77-2' Td 23 17 C 13 a91- 1 7-4- 1 tor -tor 11'-1' --- I626 28 8. D D T•1' 23 tb C S T-2' TS 8'4r 6'-11' 25 40 D OVER s MPH 23 19 C S 1. 11' r-3' T-3' T•5' 29 D 4' 4'-0' 22 it A 6'.2' 25 16 C T S. S-1' 51'-4' r-2' r•4' 1P-1• 30 25 c S. r 10 T-4 23 13 C 8' 4'd 1'-0' SS 5'-T I'r IV 29 25 C 16' P 30 29 4'•151 4'-11' is -10' 29 26 D 5• 3•-7• 11 A r•2' I) 15 C 19 9'•11• 15'-11' 20It* 26 D r-0' r•]' S•T 21 15 C 1 Y IT IS 10.042 0.078 11'd T -T 25 15-3' 28 27 D CLEAR SPANS FOR S X RAPIER CLEARSPAHS FOR ] Y 6 RACTFv TAd242 13 11-T 14'-0' I626 28 2a D D LrvE LOAD PANEL 24 -OC. T 7090 LWE 14' 13•d 25 28 D OVER s MPH LOAD ,s 131-01 29 29 D 10 HANG 0.036 it 12•-T 30 30 D 23'-4'11'-0' 0042 T,13'•7 10 1T 12'-3' 30 30 E 20 0.076 /4'd 16' 11'-11• 30 29 E 8'-T 0.042 1P-10' 20 4' Td 7.10' P•7' D•-0' 9'•11• s r-0' r•]' TJ• r-'" IS 10.042 0.078 11'd T -T 25 r 5'-0' SJ' r•1' r•2' 1TA' r-10' T 4'd 51.7 5•-1' ta••3• 30 25 30 0.03b P•9' r-1 t' 30 a 4'4r 4'-0' 1T-0' 29 25 D 40 0.038 7•4' 17 16-10' 29 28 E r-0' 0.042 11'•9• T-0' 40 70 W-3, I9 I7 E 60 0.036 1'-17' 11' 15'-0' 26 27 E !• 11'60 0.042 r.Hr 51.9' 12 15'•3' 25 26 ETABLE 4.3 14'•10' 29 29 E FOR 10 PSF DOUBLE RAFTERS WAY DE USED 48' O.C. 14' 11'd 29 29 E 15' 14'-2' 30 30 E is 17-10' 30 30 E 4' 51'•6' S-11" 6.10' T-01 S 4'd 4'.p• Sd 5'-0' COLUMN SCHEDULE MAX r 4'•T 4'-0' COL FOR ATTACHED LATTICE COLUMN T 16.7 29 24 E PATIO STRUCTURES FGHf r A • 0.021•Y3 •SQUARE ALUM COLUMN it'd P 15-10' 28 24 E B 0.03rYI IQ•sOUApE ALUM 10, 151-3- 26 25 a SCROLL COLUMN 11' 14'-9' 28 26 E B 0 D2 Y3'SOUARE ALUM OOLVMN 1r{ 12' 14'-]' I8 27 E C O.DID'- T CLOVERLEAF COLUMN 7117 1T 73' -tor 27 27 E D FLUTED COLUMI4 ALl.IM.000Y 12.P 11 17d 26 28 C E T CLOVERLEAF STEEL 0.045 12d 4' ]'•10' 4'•Q 4'-T 4'-9' 77-2' 25 26 E F SSOUARE STEEL COLUMN 12-0• S, 0 4SOUARE STEEL COLUMN ' 1216 r H 5•SOUARE STEEL COLUMN 12-0' r 28 23 C J rSOUARE STETiI COLUMN 17d' 1T -tor 27 23 C P v 17-4' 27 24 E IT 17-1o' 27 25 E ii 1751' 27 26 E ALL COLUMNS MAY BE REPLACED 71" A STRONGER CCLw 'A- MAY BE REPLACED N7 BJ •8• MAY BE REPLACED 11] CJ. ETC. LJHCAR IHfEiPOLATKW FOR ALL CALCYRATaNs 6 ALLCVVED 9FE�II2erimax BUQ.DwC PSODUCIB, QJC 140 ALL PRO DRIVE ELKHART. IH 46514 IC80 C5 CVA,UATION RCpORI Cq-2IIIP MCADER BPANS, COLOUR SPAC44G. (001[0. SQ( AND EDLU,N hpE TOA fRE($1Alf0+NG AHD AT1441CD uiil[C PA710 SIAUCIVR[S $NCET 1 Of a DAiC: 2 6 2000