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0306-049 (PAT)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of H Chapter 9 (commencing with Section 7000) of Division 3 of the Business and N W Professionals Code, and my License is in full force and effect. =) M License # Lic. Class Exp. Date Lu 04099 B 1/2( oZ r- Date �,,_---n- Signature of Contractor rr-rD U C> t' oOWNER-BUILDER DECLARATION W W I hereby affirm under penalty of perjury that I am exempt from the Contractor's ~ ID_ to License Law for the following reason: Z_ ( ) 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). C'') (). I am exempt under Section , B&P.C. for this reason U') N Date Signature of Owner ON O) IL Q WORKER'S COMPENSATION DECLARATION p IM I hereby affirm under penalty of perjury one of the following declarations: Lo H O () 1 have and will maintain a certificate of consent to self -insure for workers' X w �= compensation, as provided for by Section 3700 of the Labor Code, for the O J Q performance of the work for which this permit is issued. M Q CJ ( ) I have and will maintain workers' compensation insurance, as required by O U Q Section 3700 of the Labor Code, for, the performance of the work for which this d rn H permit is issued. My workers' compensation insurance carrier & policy no. are: ,It Z Cartier 4`s7:F.fii;T Policy No. CIS 5r` O Q (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 3 subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall f rthwith comply with those provisions. l �Date�'� � -12Applicant ,�� .ia 1^ 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 inspeotion purposes. r ignature (Owner/Agent) '� IA�•f3. , Fr'Date t l ' Ir I i 1 BUILDING PERMIT PERMIT# - i�':Iy DATE ' VALUATION LOT TRACT 061v3noc 3+f3,( U0.00 JOB SITE APN ADDRESS 79--335 1) Ft.'f5l`�� V VVIMD COURT OWNER CONTRACTOR / DESIGNER / EN INEER I&NI TIATT C3R ,-:ry0,W ;J M_ ON 49335 y)B7i��;z�TWlN iCOURT 5.&1ACIJ LA ON.wn% CIA 922111.3 rfcr..I.eld"l-W , CA ':%':8513 USE OF PERMIT SaitalCJ V15 811 R. &1&41.1() CmrFill (FJ; .Af 1.1)R,t74rW fNSLiU-0--*Ei) Fl. MV... IDRAW'fl,"U PERMIT FEE IsrUM1141kRy C.0T4h''`f"R:ICT1Qq FES 161 .00,04-18-V* v8.f.ff0 F4.1E�Cq.,iyRaiCALFly $29.3x'i pr tt Y 1 {k.0�=Jr1{�;•s�,.�1+..�0-0,0��1 i:'irbF.�Ly A,� 140T,1014 1•id:, n Ri .:310 1 (",1_00..- 4I_01",Kr $.0 J.�.:�;h1J'�`f."SkvZ4fi �^�t.'� C:C:. 1JlrZ.f1 J i 11) I'�klrlyl;'ArCJ I/! ' : too,IiI; 3LIN 0 4 2003 CITY OF U. QUINTA FRIAVCrc DEPT_ RECEIPT DATE BY DATE FINALED IN -� 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 BLOCKWALL 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 TeElectric st 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 Final Utility Notice (Perm) COMMENTS: ; 7. `4 . Ct � •� 9.3 3 � t,.� � r-� n c -t-- 11 1 .7 S1D CITY OF L BUILDING M APPR FOR CONS QUINTA MY DEPT, LVED �k. FOX ENGINEERING INC. JAAdES G. FOX, CNtt EWOe R ,ter 8066 TEUGR&" 1111 W IWY. CA FAX 5 8272 DWI: ioxonpl�rotrn�9,c�xA STANDARD FLANS FOR: �-C-T 1\� INDUSTRIES, INC. FLE& MOO RfV-E"l0E- CAUFMMA8250B I.C.B.O. ER -1968 -P -x.122 GLASS ENCLOSURE - 2"& T WALL SYSTEM rdo. 213C3 _ ,E)T 9:ICI 2005 FOX ENGINEERING IS THE ENGINEER ON RECORD FOR STANDARD PIANS I.C.B.O. ER -1968-P (K-922 SHT. 1 THRU 6). THIS COVER SHEET WITH FOX ENGINEERS STAMP & SIGNATURE SHALL COVER THESE SHEETS. ANY WET SIGNATURE'S WILL HAVE TO CONTACT C-THRU OR FOX ENGINEERING, FOX ENGINEERING WAS ENGAGED TO PROVIDE CACULA TIONS AND CONSULTATION IN CONNECTION WITH THE ABOVE DESCRIBED PROJECT. WE HAVE NO AUTHORITY INSOFAR AS CONTRACTOR'S OR OWNER'S PERSONNEL ARE CONCERNED. OWNER AND CONTRA TOR ARE ADMONISHED TO OBSERVE ALL SAFETY ORDINANCES FOR PROTECTION OR PERSONNEL, IN MAKING USE OF THESE DOCUMENTS, CONTRACTOR/OWNER AGREES TO HOLD FOX ENGINEERING HARMLESS FROM ALL COSTS OF LITIGATION THAT MAY ARISE OUT OF ALLEGED DAMAGES OR INJURIES ASSOCIATED WITH THE WORK DEFINED BY THESE DOCUMENTS, INCLUDING ATTORNEY'S FEES AND JUDGEMENTS, UNLESS IT IS PROVEN THAT SAID INJURIES OR DAMAGES RESULTED FROM ERRORS IN OR OMISSIONS FROM THE DOCUMENTS. PATIO COVER (BY OTHERS)TO BE DESIGNED & RECOGNIZED FOR ENCLOSURE WITH ATTACHMENT AT EXISTING RESIDENCE —\ 12' MINIMUM & 16' MAX v WITHOUT REQUIRED PATIO OVERHANG 24' MAX COVER POSTS @ BEARING SYSTEM 46' SEE GENERAL NOTE #7 MAXIMUM @ NON-BEARING SLOPE PER PATIO SYSTEM'j FOR REQUIRED OPEN AREA COVER PLAN (SHT. 2 D) I I . SPACINGSEE ABLES PANEL;30'MAX. ON SHEET 2A & 2B B FRONT ELEVATION END ELEVATION 16* MAX. WALL OF E)GST. RESIDENCE PATIO COVERS MAX PROJECTION SUPPORTED Q MAX. RESIDENCE & �� / I/16' �rnicounur_ r FRONT WALL ONLY I v Mimi I ONE OF THESE SIDES MAY —� BE ENCLOSED WITH SOLID I PANELS (NOtrRNG) SEE DETAIL 14 SHT. 2C I I . I I I SOUD WALL PANEL LOCATION I I DOOR(ZS x sb*) 1 I MIN., Tx s$MAX.) 16 MAX. 401D I} MAX. 16'MA7(. — MIN. 16 MAX. TO SUR 3 MIN. t—VERY NIMIIvLTATC�f1 ate' A7MUVER PLA TYPICAL FLOOR PLAN SPACINGSEE ABLES PANEL;30'MAX. ON SHEET 2A & 2B B FRONT ELEVATION END ELEVATION 16* MAX. WALL OF E)GST. RESIDENCE PATIO COVERS MAX PROJECTION SUPPORTED Q MAX. RESIDENCE & �� / I/16' �rnicounur_ r FRONT WALL ONLY I v v I ONE OF THESE SIDES MAY —� BE ENCLOSED WITH SOLID I PANELS (NOtrRNG) SEE DETAIL 14 SHT. 2C I I . I OPTIONAL FULL HEIGHT I SOUD WALL PANEL LOCATION I I DOOR(ZS x sb*) 1 I MIN., Tx s$MAX.) 16 MAX. I} MAX. 16'MA7(. — MIN. 16 MAX. TO SUR 3 MIN. t—VERY NIMIIvLTATC�f1 ate' A7MUVER PLA TYPICAL FLOOR PLAN MAX PROJECTION PATIO COVER ENCLOSURE SYSTEM PATIO COVER ENCLOSURE SYSTEM SECTION C BEAM SUPPORTING PATIO COVER PER PATIO COVER PLAN WITH REQUIRED POSTS & FOOTING SECTION (L' l v0 . T C0 NTT - M'O A O {T.T M 1: n-4 N 3 MOM � p pr?5 . rr--D r�T1 m v T W ;K -<O p p -, D. O::E px ?M 0�py6 m0 pin > x. vmp0 - �y p m K N 0;0 D C: � �- 0�X my m Dwm 0m 0Do-4 0-4 z °% 09c x �Z -go3 =X� ZDO < D Oz op y m 3 v s MIN. HEIGHT= 6'-8" FOR MAX. HEIGHT SEE TABLES p ON SHEET 2D N M 30.. MAX. 6'.MAX. WINDOW OPENING SOLID PANEL X ? SOLID PANEL SEE GENERAL NOTE #7 Z ON SHEET 2D G) U) 1'---- m M wga CD-0cn00)K0z M T 01 v 1- N A 0)2TO{p0 (/ D O Q T ry-n 1z-am�[P I r f r� p�'m Gz) 0DZ�b �> M m�3 D <Orr.Mivsi3 O oav U Dy p 1 Z �: tD mNN rMT� Tn zD Win. NTS a n 3 aom m zi�mooi O�3o o p z (n tDzq a-�bmzmo <0 W w b'0D D m 9XgOrm O0. z0 -i r p3. z3 zco `2 3 6,N rnODx OO rap OaZ 1 �, O m z o z X00 N -< F, _j m p0O?mm;KaZM m� 0 to -1 rn 1 m y p �c cn in to M Dm cm �D z� KO z v;v �m 00 Op ITIM pn O O z Im v �A xM M-4 A N -4 v" m r. M, vm pi m>0 2M, xx WT 0 WT 9 ODe Om elm Oz O ?m � A� Z m= m 4 In = I.C.B.O. E.S. EVALUATION REPORT NO. 1968 P DATE: 3196 ACRD revbed:IDnNt FOX ENGINEERING INC. l; JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER c� 6060 iElEGRAPNRO.00WNEYCA802C0 MTAWnn FAMl2r 'TNEC-TNRU GLASS ENCLOSURE' 3' WALL SYSTEM REVISION DATE: NOVEMBER 2002 PATIO COVER & ENCLOSUR Y: "'CrTH RU INDYITY II/ INC yyJJ9655 ��EE ��77yyy0ppp pppp 3OW77 RNER6rOE F<'AI.IFORMA 92 ,oe Nn N.in B OF 24 SHEET Drawn Uy: T.DANNA ReWed Oy: K.K. crer c unuc o i i n 0 Z Z m4�;a;QDZ�S�OF.G)m;9$oA �O 4Omyp�,r 0 0 CO�Z7nc�m cn O O m 0 m zm A(nn ?�m�m y m I.C.B.O. E.S. DATE' 3198 ACM)-- ea,dM' FOX ENGINEERING INC. "THE C-THRU PATIO COVER& ENCLOSUR BY: RENO��rF .Ur. N.K. Y REVISION DATE:EVALUATION JAMES M. FOX, STRUCTURAL ENGINEER GLASS ENCLOSURE- 1C4REPORT NO. 196AF SCALE.NONEJAMES G. FOX, CIVIL ENGINEER 3' WALL SYSTEM NOVEMBER 20022293 R 8060 LE.RAPHRO. DOWNEY CA9D260 567IM&M? W.vl.750p 9699777 t o 0, . � N O I I i 75° 425" MALE FEMALE MATING "H" -TYPE NE CD ALUM. ALLOY 6063-T6 (SEE DETAIL 20, SHT. 6) n II I d � r� } o c O CD 5.425" 85 08 1.0" 425' MALE FEMALE MATING "H" -TYPE E ALUM. ALLOY 6063-T6 SNAP COVER \ 1.115" 125" - 065a 125"I 1.15' .348'/_ 346 2 2.74 " 1.5" 5" 1.5" TYP. TYP. 3.125" 3:125" BEARING TOPBEARING TOP TRACT -TYPE NE n3 TRACK -TYPE E ALUM. ALLOY 6063-T6 ALUM. ALLOY 6063-T6 1 1.501, 3.225" 1.5" J05� NOTE: ALSO USED AS ENDWALL ADJUSTMENT CHANNEL NON-BEARING TOP TRACT -TYPE 5 ALUM. ALLOY 6063-T6 3.225" .7I .125 '4• .05-rYP. I .3" BOTTOM TRACK 06 ALUM. ALLOY 6063-T6 1.655" .5 "J 1 04" : .875" 057YP� 050"TYP. 0°(2) 375" SILL 3.0" JAMB WINDOW PARTS 8 ALUM. ALLOY 6063-T6 3.015" 75" 1 .75" STANDARD "H" Q ALUM. ALLOY 6063-T6 1:375" .05"TYP. 45" 3.1"� HEAD .425" .200'�� •185" .880" Marru rvoc �uvw � i inu WINDOW JAMB, SEE DETAIL OB PANEL TO BE TIGHT FITTING SOLID PANEL ABOVE & BELOW WINDOW 1/8'0'POP' RIVETS OR #6 TEKS AT TOP,BQTT.B 22' O.C. BTWN.. TY.P. EA SIDE WINDOW -WINDOW MULLION -TYPE "NE" l o l ALUM. ALLOY 6063-T6 PANEL TOBE c TIGHT FITTING EXISTING WALL SOLID PANEL ABOVE & BELOW WINDOW SNAP COVER AT OPENING SEE DETAIL. MATED TYPE 'E' MULLION \ ...� FULL HEIGHT,SEE DETAIL O 1/8"0 "POP" RIVETS OR #6 TEKS AT I / WINDOW JAMB, SEE DETAIL TOP,BOTT.B 27"O.C. BTWN., TYP. EA SIDE J� WINDOW -WINDOW MULLION -TYPE "E" 10 ALUM. ALLOY 6063-T6 #10 TEKS @ WOOD CONSTRUCTION OR 1/4"0 -KWIK BOLTS @ MASONRY & CONCRETE CONSTRUCTION - 48'O.C. MAX. SPACING 'lL_1 RIVETS SOLID PANEL AT TOP, BOTTOM ANDND MID. MID. Hi. OR #6 TEKS. EXISTING WALL CONNECTION 11 1/8'0'POP' RIVETS OR #6 TEKS, @ 24-O.C. MAX. TYPICAL EA SIDE FEMALE PER DET. 10 MATED"H"PERDET. 9®100 OR STANDARD -H- PER DET. 7 O I o I Pn N )s'UDPANEL DOOR HEAD 8 JAMB EXTRUSION 16" MAX. SOLID PANEL DOOR JAMB 25 ALUKALLOY 6063-T6 t o w z ? V w W Z J 2 • Z Z_ VW� �J wa�3 U 520 Z $$ W (7 02w LLaa3 TABLE"A"-BEARING SYSTEM MULLIONS -SEE SECTION A 10#/ Iffi.IVE LOAD, 10# / BVIND, 10# / / OPLIFT MAXIMUM MULLION SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS TYPE TYPE �. PROJECT. OVER HANG 48" O.C. 1 r-6" 91-6" 20'-0" 2'-0- 20'-0" 11-" 20'-0" 1'-0- 2a-0" 0'-6- 42. O.C. 11-0'- 10'-0" 20'-0" 2'-0" 20'-0" 1'-6" 2a-0" r-0" 20'-0" ate" 36' O.C. 11'-6- 10-9• 2a-0" r-0" 20'-0• V-6" 20'-0" 11-0" 20'-0" 0'f" TABLE"A"-BEARING SYSTEM MULLIONS -SEE SECTION A 20# / MSNOW LOAD, 15# / /(SYIND, 15# / / UPLIFT MAXIMUM MULLION SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS TYPE �E TYPE 'E• PROJECT. OVER HANG 48" O.C. r4r T-0' 10'-0" r-0" 11'-0' 1'-6" 1'-0- 12%0" 0%6" 6'-10" T-2" Ir -0- r -o" 14'-0" r-0- 1 42. O.C. I T-0- I T4- TABLE"A"-BEARING SYSTEM MULLIONS -SEE SECTION A 20# / m SNOW LOAD, 10# / ICYVIND, 10# / / 93PLIFT MAXIMUM MULLION SPACING 15-6" 1'-0- 16'-0' 0'-6- 36" O.C. T-10- 8'-1" 16-6" 7-0- 16'-0" 11-0- 16'-0" 1'-0- 17,-0, 0'-0" TABLE"A"-BEARING SYSTEM MULLIONS -SEE SECTION A 20# / m SNOW LOAD, 10# / ICYVIND, 10# / / 93PLIFT MAXIMUM MULLION SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS TYPE • TYPE PROJECT. OVER HANG 48" O.C. 8'-T' 8'-8- 10'-01 2* -0" 11'-0" V-6" 11'-0" 11-0" 12'-01 0'-0" 42" O.C. 8' 6" 9'-0" 14'-0" 2'-0" 16-01 V-6" 15'-6" r-0" 16'-0• o'-" 36" O.C. 9 8", 9'-11" 16-6" r -o" 16'-0" 11-T 16'-0" 1'-0" 17'-0" 01-6" 25# /U] SNOW LOAD, 15# / AXIND, 15# / /mIPLIFT MAXIMUM MULLION SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS TYPE • TYPE PROJECT. OVER HANG 48" O.C. 6'-9" T-0- 8'-6" 2'-0" 91-0" 11-T 36" O.C. _ 42" O.C. 6'-10" T-2" Ir -0- r -o" 12'-6• 1'-6" v N OD w N H Li SII CLI co c0 0) '6 o z w�� ci mQ0 U W 14'-0" 01-0" 36' O.C. T-1" T-9" 15'-6• 7-0' 16'-0" 1'-0- 1 G-6" 1'-0" IT -o" 9-6" 30# / ¢SNOW LOAD, 15# / /13YIND, 15# / / UPLIFT MAXIMUM MULLION SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS TYPE TYPE �• PROJECT. OVER HANG 48" O.C. 6-9" T-0• 6'-6" r-0- T-6" 1'-6" 8' 0" V.0. 8'-0" 0,-0" 42" O.C. T-2" 9-0" 2'-0- 10'-6" 11-6- 0'-6" 36" O.C. _ T-6" 13-6" 2'-0" 14,-0• 1,-0" 14'$• 15'-0" 0'-0" v N OD w N H Li SII CLI co c0 0) '6 o z w�� ci mQ0 U W il TABLE"A"-BEARING SYSTEM MULLIONS -SEE SECTION A 40#M/SNOWLOAD, 15# IOWIND, 15# /mUPLIFT MAXIMUM MULLION SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS TYPE 'N TYPE E PROJECT. OVER HANG 48" O.C. 8" 11'-6" WINDOW -SOLID PANEL ARRANGEMENT 10'-10" 12" 11= 6" MAXIMUM - a-6' 42" O.C. 6-8" r-2" 6'-0" 2'-W T-0" 1'-6' 8-T 1-0' 8'-6" a-6' 36" O.C. r-5" la -0" 7-0- 10'-6• 10 PSF 15 PSF 10 PSF 15 PSF 12'-01 01-6' TABLE "B" - NON BEARING SYSTEM MULLIONS - SEE SECTION B MAXIMUM CORNER PANEL WIDTH MAXIMUM CORNER POST HEIGHT NON-BEARING SYSTEM BEARING SYSTEM MAX. MULLION HEIGHT 15 PSF WIND 10 PSF WIND 15 PSF WIND 8" 11'-6" WINDOW -SOLID PANEL ARRANGEMENT 10'-10" 12" 11= 6" MAXIMUM WINDOW -WINDOW WINDOW -PANEL PANEL -PANEL MULLION MULLION SE T-9" SEE SEE TYPE SPACING DETAIL DETAIL 2 1 DETAIL 10 PSF 15 PSF 10 PSF 15 PSF 10 PSF 15 PSF WMD LOAD WMD LOAD WIND LOAD WIND LOAD WIND LOAD WMD LOAD 48' 12'-0• 9-9" 12'-0' 9'-9' 12'-0" 9-9' 42• 12'd 10'-5' 12'-0" 10'-5' 12'-0- 10'-5" Z'p v 36' 17-a ill -3• 12'4- , 1 r•3• 1 Y-0' 111-7 J UJ 24" 12'-0• 12'-a 12'-0" 12'-0" 1214• 12'-0" 48" 10'-3" 64" 10'-3' 8'.4- 10'•3' 8-4". 42" 10'-11' 8'-10' 10'-11' 8'-1a 10'-11' 8'-ta Z lu O a36' �f 11'-10* 9-8' 111•10- 9.8'111-10, 748" 2T 12'-0" 11'-1a 12'-T 11'-ta 12'-0" 11'•1a TABLE "C" -CORNER POST DETAIL MAXIMUM CORNER PANEL WIDTH MAXIMUM CORNER POST HEIGHT NON-BEARING SYSTEM BEARING SYSTEM 10 PSF WIND 15 PSF WIND 10 PSF WIND 15 PSF WIND 8" 11'-6" 11'-6" 11'-6" 10'-10" 12" 11= 6" 9'-9" 11'-3" 9'-0" 16" 10'-4" 8'-5" 9'-9" T-9" THE STANDARD "H" AS SHOWN IN DET. 0 MAY BE SUBSTITUTED FOR TYPE "E" MULLIONS. WHERE THIS SUBSTITUTION OCCURS, USE 85 PERCENT OF HEIGHTS INDICATED FOR TYPE "E" MULLIONS & FASTEN "H" TO PANEL & WINDOW JAMBS WITH 1/8"41 "POP" RIVETS OR #6 TEKS AT 24" O.C., TYPICAL EACH SIDE FULL HEIGHT. I Li �I co rn y Z O O_ w F, r O 7 0 m J¢ w U W ir 1/810'POP'RNETS OR #6 TEKS 1/8'18POP'RNETS OR #6 TENS @ TOP, BOTT.B 27' O.C. MATED TYPE'E' MULLION @ TOP, BOTTA 27' O.C. BETWEEN, TYP. E0. SIDE FULL HEIGHT SEE DET. 20 . BETWEEN, TYP. EA. SIDE - WINDOW JAMB PER DETAIL 0 SNAP COVER OPENING SEE DETAIL 1U O LLI 00 O m p m < Z <Z w 3 a 0 Z a o, ' m � W J m N G Np z Z <. < TIGHT FITTING PANEL - SOLID PANELS WINDOW JAMB TYP. WHERE OCCURS SEE TABLES'A' 813' PER DETAIL FOR MAX. MULUON SPACING WINDOW -PANEL MULLION 13 MATED TYPE f' MULLION FULL HEIGHT SEE DET. 2 O MATED TYPE 'NE* MUL ION TIGHT FITTING PANEL FULL HT., SEE - TYP. WHERE OCCURS SNAP COVER OPENING _j /— SEE DETAIL 1 TIGHT FITTING PANEL TYP. WHERE OCCURS MATED TYPE 'NE" MULLION FULL HEIGHT SEE DET. 1 O SOLID PANELS SEE TABLES'A' 8'B" FOR MAX. MULLION SPACING PANELTO BE TIGHT FITTING SOLID PANELS ' SOLIDPANELS SOLIDPANELS J SOLID PANELS _ SEE TABLES "B' SEE TABLES'B' SEE TABLES "B" SEE TABLES'B' FOR MAX. MULLION SPACING FOR MAX. MULLION SPACING FOR MAX. MULLION SPACING FOR MAX. MULLION SPACING PANEL -PANEL MULLION 14 1' x 2' x 1' x.05' THICK "U" CHANNEL – x 24" LONG (6063-T6 ALUM.") @ 24'O.C. ATTACH TO EACH PANEL LOCK W/ #8 TEKS #14 SMS @ 12.O.C. MAX. - CONNECTIONSSAME AS SECTION 10 NON-BEARING TOP TRACK PER DETAIL 5 OR BEARING TRACK PER DETAILS G 4t, TR ) SIDEWALL ATTACHMENT 15 I..', Wj V M w g < r o ¢ o m a w z Z w � N W I � N U 2 N W "I w p z ^ W � i:J�Zv z J rxK S LU >: Z�fxZ moo z 20 WN w O wa Oaa- LL � , M1 NZ N O wOFF d 0 a6 ¢ a U w K GENERAL NOTES & SPECIFICATIONS 1. THIS ENCLOSURE SYSTEM IS LIMITED TO RECREATION AND OUTDOOR LIVING PURPOSES AND IS NOT TO BE USED AS A CARPORT, GARAGE, STORAGE OR HABITABLE ROOM. 2. THIS ENCLOSURE SYSTEM TO BE INSTALLED UNDER ANY PATIO COVER WHICH IS RECOGNIZED FOR ENCLOSURE PER APPENDIX CHAPTER31, DIVION III OF THE UNIFORM BUILDING CODE, 1997 EDITION, 3. DESIGN LOADS: SEE TABLES FOR DESIGN LOADS, SEE SHTS. 2A & B & SHTS. 5 A,B & C. 4. FASTENERS: "POP" RIVETS, WHERE SHOWN SHALL BE 5056 ALUMINUM RIVET WITH CARBON STEEL PLATED MANDREL AS MANUFACTURED BY THE U.S.M. CORP. SHEET METAL SCREWS (TEKS) SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, CADMIUM PLATED, GALVANIZED STEEL OR 2029-T4 ALUMIMUM. 5. ALL STRUCTURAL COMPONENTS OF THIS ENCLOSURE SYSTEM (EXCEPT SOLID PANELS) ARE OF ALLOY & TEMPER 6063-T6 UNLESS SPECIFICALLY NOTED OTHERWISE. 6. THE SOLID WALL PANELS SHOWN SHALL COMPLY WITH AN EVALUATION REPORT CURRENTLY RECOGNIZED BY THE I.C.B.O. EVALUATION SERVICE INC.. ALL EXTERIOR PORTIONS OF SOLID WALL PANEL WHICH ARE SUBJECT TO WATER INTRUSION SHALL BE FULLY CAULKED. 7. WALL MALL MATERIALS: (REFER TO SHT. 6A, 6B & 6C FOR INSTALLATION, REQUIREMENTS FOR READILY REMOVABLE GLASS INSTALLED IN AREAS REQUIRED TO BE OPEN). THE LONGER WALL AND ONE ADDITIONAL WALL SHALL BE AT LEAST 65 PERCENT OPEN AND BE A MINIMUM HEIGHT OF 6'-8" MEASURED FROM THE FLOOR. THIS 65 PERCENT AREA MAY BE ENCLOSED WITH INSECT SCREENING AND/OR READILY REMOVABLE 1/8"THICK MAXIMUM TRANSPARENT OR TRANSLUCENT PLASTIC OR GLASS. REMAINING PORTIONS OF THE WALLS MAY BE SOILD PANEL PER NOTE #6, FIXED PLASTIC OR GLASS COMPLYING WITH CHAPTER 24 OF THE 1997 U.B.C.. ANY SLIDING OR FIXED DOORS SHALL NOT BE USED AS PART OF THE 65 PERCENT WALL REQUIREMENT. SLIDING OR DOORS SHALL BE 1/8" THICK PLASTIC OR GLASS. 8. EACH ENCLOSURE SYSTEM SHALL BEAR A PERMANENTLY AFFIXED IDENTIFICATION TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND EVALUATION REPORT NUMBER. 9. THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS AS DESIGNATED IN CHAPTER 16 OF THE 1997 U.B.C. 10.THE PATIO COVER FOR NON-BEARING SYSTEM SHALL BE DESIGNED TO RESIST LATERAL WIND IMPOSED BYTHE ENCLOSURE, BE SELF SUPPORTING FOR VERTICAL LOAD, AND SHALL BE APPROVED BY THE LOCAL BUILDING OFFICAL. THE COVER MAY BE CONSTRUCTED OF ANY MATERIAL PERMITTED BY THE UNIFORM BUILDING CODE. 11.ALUMINUM PARTS IN CONTACT WITH STEEL SHALL BE PAINTED WITH ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPECIFICATION TT -P-645 OR EQUIVALENT. ALUMINUM IN CONTACT WITH WOOD, CONCRETE OR MASONRY SHALL BE GIVEN A HEAVY COAT OF ALKALI -RESISTANT BITUMINOUS PAINT. ALL PAINT AND APPLICATION SHALL CONFORM TO SECTION 2004.3, 1997 U.B.C. 12414 SMS SHOWN SHALL BE STAINLESS STEEL ALLOY SELF -TAPPING HEX HEAD CADMIUM PLATED SCREWS WITH COMPOSITE ALUMINUM -NEOPRENE WASHERS. THE ALUMINUM PORTION OF THE WASHER HAS MINIMUM DIMENSIONS OF .050 INCH THICKNESS AND 5/8" O.D.. THE MINIMUM ROOF PANEL THICKNESS AT THESE SCREW LOCATIONS IS .018 INCHES. SCREWS SHALL BE LOCATED NO CLOSER THAN 5/8 INCHES FROM THE END OF ANY ROOF PANEL. 13.THESE GENERAL NOTES & SPECIFICATION APPLY TO 2" AND 3" WALL SYSTEMS. NOTE: USE @ 9'-6" MAX. WALL HEIGHT, NOW BEARING WALL ONLY SLIDING DOOR 11B'O"POPRNETS OR #6 TEKS FRAME BY OTHERS @ 24" O.C. MAX TYP. EA SIDE WINDOW OR PANEL / — IF = 3 = m TRIM N-xi"z.050" W11/8'10 -POP" RIVET OR 06 TEKS @ 48-O.C. EA LEG 1/8'0'POPRIVETS OR 06 TEKS @ 36" O.C. SOLID PANEL CASE 13PENIIG W/ FULL HT. STANDARD TRACK PER DET. 5O 'K PER DETAIL 70 FULL HT. MALE PER DETAIL 1 O SLIDING DOOR MULLION 16 1/8'0"POP"RNETS OR #6 TEKS @ 36.O.C. SEE TABLE 'C" FOR MAXIMUM SOLID PANEL WIDTH 13- MINIMUM) SOLID PANEL D Ow oa .75" w� m0 y wi N 3.145' CORNER EXTRUSION TYPICAL CORNER 17 w w z u z W PC z�s WNi� zoo Ziu woo W W 0ii col CD 0) r O Z O O wFF ci mQa U W Ni PATIO COVER (BY OTHERS) TO 12' MINIMUM BE DESIGNED & RECONGNIZED OVERHANG 24' MAX 816' MAX. FOR ENCLOSURE WITH @ BEARING SYSTEM SLOPE PER PATIO WITHOUT ATTACHMENT AT EXISTING COVER PLAN r –+ -- . REQUIRED RESIDENCE SEE GENERAL NOTE #7 PATIO COVER FOR REQUIRED OPEN AREA —POSTS (SEE SHT. 2D) 3 13 z 17 co � 13 ,� , 0 PANEL, 30' MAX.. SOLID PANEL FULL HT. STAN[ STANDARD MULLION SPACIN SPACING SEE TABLES ON SHT. 2D ON FRONT ELEVATION END ELEVATION 16 MAX r WALL OF EXIST. RESIDENCE I v v I ( LuN 2 %x_ ONE OF THESE SIDES MAY r— S� N BE ENCLOSED WITH SOLID z id PANELS (NON-BEARING) U Fu ( run] 1 1(OPTIONAL FULL HEIGHT [ mosiololl SOLID WALL PANEL LOCATION i R I c3Z *116,6") I I V w MIN.. 13 z 17 co � 13 ,� , 0 PANEL, 30' MAX.. SOLID PANEL FULL HT. STAN[ STANDARD MULLION SPACIN SPACING SEE TABLES ON SHT. 2D ON FRONT ELEVATION END ELEVATION 16 MAX r WALL OF EXIST. RESIDENCE I v v I ( LuN 2 %x_ ONE OF THESE SIDES MAY r— S� N BE ENCLOSED WITH SOLID z id PANELS (NON-BEARING) U Fu ( SEE DETAIL. 14 1 1(OPTIONAL FULL HEIGHT [ w SOLID WALL PANEL LOCATION i R I c3Z *116,6") I I V w MIN.. (7 P u 8 16 T 1 MAX. 16' MAX.J1 p 3 MIN• 6 MAX TX T VERY TO SUIT MIN. MINIMUM 8 M IMUM LENGTH PER PATIO COVER PLAN TYPICAL FLOOR PLAN 11 MAX PROJECTION PATIO COVER ENCLOSURE. SYSTEM MAX PROJECTION PATIO COVER ENCLOSURE SYSTEM PATIO COVERS SUPPORTED @ RESIDENCE & 0 O W O m w 0 z z Z U W t� FRONT WALL ONLY iu s LuN 2 %x_ �N W S� N Uz H ww � z id (7 iV U Fu g w i R c3Z W V w (7 P u 8 SECTION Z U W t� LuN 2 %x_ CD og z id X W W C 0 BEAM SUPPORTING PATIO COVER PER PATIO COVER PLAN WITH REQUIRED POSTS 8 FOOTING SECTION DD v� 0 0 O Jo zmp n� �N < O A 3nm �y Dm 3(n {n R' m a ?O O� m m �'w� mo,irr<n • - ;R 0 r O 0 c ; mmoAv �Z r3n�i0 �n Dm m!n r 0 DSA mm •�� eo o m it;m �00 m z 03 _ n 0-4 �10 3 Win. mc to 0 ' z Oyx 2 N vW� m z v 000 I )MIN. HEIGHT= 6'-8" FOR MAX. HEIGHT SEE TABLES �pz op ON SHEET 2D ' m /3- MAX. 54" MAX. WINDOW OPENING SOLID PANEL v 4 SOLID PANEL SEE GENERAL NOTE #7 Z ON SHEET 2D Ul N U 3 D < z m z I m m O o m �A m m D A m(pm w moocn30Z (Dn' 1 b'�Q A NATO-< r Z ZZ> _1Z80Do m 02 ma pD y r rn o xoD �c�gDm� m vv z m i oAzz 6 �1 a r D J �zm D OM�y1ti3 vm' S( mcDi ti = in (mi) vi mwz>�o. w o Sao Om aim z m cOio m N�rnmo'* O >OTw AD (�O DQ z 3 p;,,o m �=;�mtmii= m030 061 Z D r. of Z--4 OA Z Zr� Qm _ m X Dom m vi <O �� Pz O - - PD rn zX��DOm y>z� �O �DO R�1 O�OZ2SVJ�0M•➢-1C .Z_1 '� Xp z —I}— w i � {nvJmm m 00,oF� <nmm Z z 0M C Fmmo;o > x (Azzx N2 m m m to m y I.C.B.O. E.S. EVALUATION REPORT NO. 196SP OAre•v9s ACAo+anud,onm, FOX ENGINEERING INC. JAMES M FOX. STRUCTURAL ENGINEER EJAMES G. FOX. CIVIL ENGINEER se RD OOWNEY, CA B02d0 epq+" iAl:Jl1.IAl n+Ec•TNRu GLASS ENCLOSURE' 7 WAIL SYSTEM TATI.COVERBENCIOSUR REVISIONDATE: NOVEMBER 2002 Bv�oeunDrn—A C-THRU IrIDUITAI r[; OLINAPN ]89.8777 RNEp51DEFCALBIFORDNU 0250 P -dM KK SK OF 24 SKEET �NnNc ;u O N TV — �.Z)mA a N O� mox � O ;0�Tt co m� >.Po x Lair O m >z "MmaD x to 3U) O�� C v �. . mr m D::q 0 v O zD; ODgm D 9 2 X O �m z my c cn 0(f) m o m --'i Z z� o I )MIN. HEIGHT= 6'-8" FOR MAX. HEIGHT SEE TABLES O 00 ON SHEET 2D T v' co X I /30 MAX. 54"MAX. WINDOW OPENING SOLID PANEL Z SOLID PANEL SEE GENERAL NOTE #7 D / ON SHEET 2D -� U) Z Q m m m I ---_ � Dco (1) m z m O �I OotAXI cav(n Ocn m O z A m (] z 6c:mm�rZOD�o -I v m °f p 0,C) D yo �� <�� cn m m ZZO p�zr-ocog n W r i D ��nODmD A D p ro XG) DOm� OOpb G)-4* mm GD n; 2 -4;0mrr-<o N O x m 3. Lo � m ti m N?�.r po () �Zp z nv mZ rnm 0O� Q o p �p v-im mzm-j y� � AN->' F�DMD3z�� X m _' —m X vvm z rD-D � ZDK�m> -1 p pNz= titrnDm oN mm �zcicnmi;O0 M 3 nm 3 zo mmOm�� 0 ? m N ' m mm cn v LC.B.O. E.S. EVALUATION ogTE•V9e gcgo rMseA:1MiN1 Drawn Mt T.D11NNq Revised M[K. K. SCALE' NONE FOX ENGINEERING INC. JAMES M. FOX• STRUCTURAL ENGINEER 'THEC-THRU GLASS ENCLOSURE' REVISION GATE: PATIO COVER ENCLOSU�RpE¢BY�: �f C-THRU REPORT NO. 1968 P JAMES G. FOX, CIVIL ENGINEER NOVEMBER 2002 "ll IMUUMIRLINC 3C OF 24 B4 ELEDOAPM R0. DOWNEY CA BOtd0 eoe.isn F�K:9]t.nee 7 WALL SYSTEM 7185 FLEETWOOD DONE eos uvam SHEET MALE FEMALE MATING "H" -TYPE NE. ALUM. ALLOY 6063-T6 43" .15" 75' o N 05" TYP. E .425't I .85" 4.425" MALE FEMALE MATING "H" -TYPE NE �2 ALUM. ALLOY 6063-T6 SNAPCOVER. .20- 1:1 1 J. 19- I 2.74" 1.53" TYP. 2.12" BEARING TOP BEARING TOP TRACT -TYPE NE TRACK - TYPE E ALUM. ALLOY 6063-T6 ALUM. ALLOY 6063-T6 2.225" TYR NOTE: ALSO USED AS ENDWALL ADJUSTMENT CHANNEL NON-BEARING TOP � TRACT -TYPE t �l ALUM. ALLOY 6063-T6 1.50" I I SLIT WEB & RUN FLANGES T RACK ATT D H Ao OUTSIDE OF 8 BOTTOM 2.12 TRACK ATTACH SAME AS 0 75" 1 .75" STANDARD "H" ALUM. ALLOY 6063-T6 .125"--- 05" 125" .OS"TYP. '94" 1-71901 2.225" .7S125' 4' OS-fYP J .3' 3* BOTTOM TRACK ALUM. ALLOY 6063-T6 1.155" 50" 875" . 50"TYP. 60'(2) 375" 2.0" WINDOW JAMB ALUM. ALLOY 6063-T6 N LL Oru i c".N �2 U=� o¢ U W b > e U Q a a w g o z W o m N W Q Z Ix M.W X9 N Uu N W W J Y W u w Z z � W U w w ? zzz: Z ?W 1 ui w fN U y Z xx- 5001 z:,os w woG OQag a co rn yOZ0 w�:� a� mQ0 w Vw� f MATCH TYPE "NE" MULLION FULL HT. SEE O - WINDOW JAMB, SEE DETAIL O8 PANEL TO BE l TIGHT FITTING SOLID PANEL ABOVE & BELOW WINDOW �L 1/8"0'POP" RIVETS OR #6 TEKS AT TOP, &OTT. & 18" BTWN., TYP. EA. SIDE WINDOW -WINDOW MULLION -TYPE "NE" 0 SOLID PANEL ABOVE & BELOW WINDOW EXISTING WALL SOLID PANEL SNAP COVER AT OPENING SEE DETAIL. //////------ MATED TYPE 'E' MULLION - �FULL HEIGHT,SEEDETAIL 0 1/8"0 "POP" RIVETS OR #6 TEKS AT ,/ ••"""'•'^'•" TOP, BOTT. & 18" BTWN., TYP. EA. SIDE #10 SMS @ WOOD CONSTRUCTION OR 1/4'0 "LAG BOLT x 2" EMBED. @ MASONRY& CONCRETE CONSTRUCTION - 48"O.C. MAX. SPACING 1/8'0 "POP" RIVETS AT TOP, BOTTOM AND MID. HT. OR #6 SMS. . CVltrlKUl\A/AI1 lll1AlLIr7t Trl Kl 11 DOOR HEAD & JAMB EXTRUSION 1/8"0 "POP" RIVETS OR #6 TEKS, 24' O.C. MAX. TYPICAL EA. SIDE _MATED W PER DET.9O& OR STANDARD W PER DET.1 PANEL TO BE TIGHT FITTING WINDOW JAMB, SEE DETAIL 80 SOLID PANEL ABOVE & BELOW WINDOW 1/8"0 "POP" RIVETS OR #6 TEKS AT TOP,BOTT.& 21"o.c. BTWN., TYP. EA. SIDE 1/8"0 "POP" RIVETS OR #6 TEKS AT TOP,BOTT.&18"BTWN., TYP. EA. SIDE COVER AT OPENING DETAIL. MATED TYPE "E" MULLION FULL HEIGHT,SEE DETAIL 20 WINDOW JAMB, SEE DETAIL' 80 I SOLID PANEL ABOVE & BELOW WINDOW PANEL TO BE TIGHT FITTING WINDOW JAMB PER DET. BO MATED TYPE "NE" MULLION PER DETAIL O WINDOW -PANEL MULLION 13 PANEL TO BE TIGHT FITTING SNAP COVER AT OPENING SFF I)FTAII PANEL TO BE TnrlWT nniur_ YPE "E" MULLION _ HEIGHT,SEE DETAIL 20 MATED TYPE "NE" MULLION PER DETAIL V PANEL - PANEL MULLION 14 U � o W' z�Wd05zz z�Z W y :) 6 N Z �LL X y y O Oww¢ LL49� #14 TEKS @ 12" O.C. MAX. 1" x 2" x 1" x .05" THICK "U" CHANNEL x 24" LONG (6063-T6 ALUM.) @ 24" O.C. ATTACH TO EACH PANEL LOCK W/#8 TEKS / NON-BEARING TOP TRACK PER DETAIL S&R BEARING TRACK CONNECTIONS SAME AS PER DETAILS . 0 40 SECTION . SIDEWALL ATTACHMENT 15 1/8"0"POP" RIVETS OR #6 TEKS @ 12" 0. G. MAX..TYP. E.A. ^'^� WINDOW OR PANEL FULL HT. MALE PER DETAIL O FULL HT. STANDARE PER DETAIL C) ALUM CORNER - EXTRUSION 1/8"0 POP RIVET OR #6 TEKS @ 32" O.C. MAX. TO PANEL, TYPICAL SLIDING DOOR FRAME BY OTHERS Vf\JC Vr GI"11"V Y If\f\lnf\ PER DETAIL - SLIDING DOOR MULLION 16 PANEL SHALL BE TIGHTFITTING FASTENERS @ 32" O.C. MAX. SEE ABOVE ALUM. 6, 1"x 1"x.05" FULL HEIGHT SOLID PANEL II HADJECENT ULL HT. ALUM. 42 3/4"x2 3/4" MULLION X.056"FULL HT. TYPICAL BOTH DIRECTIONS TYPICAL CORNER �7 .425" .200' 185" 880" SNAP COVER 18 ALUM. ALLOY 6063-T6 INSULATED ROOF PANEL PER I.C.B.O. ER -5014 P TOP TRACK TO SPLICE -� DIRECTLY OVER MATED"H" AT BEARING SYSTEM, OR NON-BEARING SYSTEM B(D 1.375" .05"TYP. .45" 2.1" HEAD 1104" f-'05 P. as^ 2.1" SILL WINDOW PARTS 19 ALUM. ALLOY 6063-T6 #14 x 4" LG. METAL-BACKED 5/8" 0 NEOPRENE WASHER TEKS @ 8" O.C. MAX. SEE SHT. 1 & 2 OF 6 TOP & BOTTOM TRACK SHALL BEAR FIRMLY ON MULLION PRIOR TO INSTALLATION OF FASTENERS OR E SHT .ib UC 1 AILS INSULATED ROOF PANEL 20 ( ICBO ER -5014-P ) #8 TEKS AT 12" O.C. 1.50" WALL CHANNEL LUM. ALLOY �/ 6063-T6 , .060" WALL 3.00" / r INSULATION ROOF PANEL REFER TO SHT. 3134, PER I.C.B.O. ER -5014-P 1.50^ "WALL CONNECTION" FOR FASTENERS SIZE & SPACING AT WALL INSULATED ROOF PANEL TO WALL { 2� 3/8"OM.B. 3" MAX. FROM EA. SIDE OF VERTICAL MULLION W/STD.WASHER FILLER PANEL BOTTOM CHANNEL 1 1/4"00.D. WASHER PLT. WOOD DECKING ENCLOSURE ATTACH.TO WD. DECK NOTE: DECK DESIGN BY OTHERS Eel 'OLAG BOLT W/STD. SHER 3" MAX. FROM SIDE OF VERTICAL LLION (2 -PER PANEL) .LER PANEL BOTTOM CHANNEL VOOD DECKING OD BEAM ENCLOSURE ATTACH.TO WD. DECK 230 GENERAL NOTES & SPECIFICATIONS NOTE: DECK DESIGN BY OTHERS THIS ENCLOSURE SYSTEM IS LIMITED TO RECREATION AND OUTDOOR LIVING PURPOSES AND IS NOT TO BE USED AS A CARPORT, GARAGE, STORAGE OR HABITABLE ROOM. 2. THIS ENCLOSURE SYSTEM TO BE INSTALLED UNDER ANY PATIO COVER WHICH IS RECOGNIZED FOR ENCLOSURE PER APPENDIX CHAPTER31, DIVION III OF THE UNIFORM BUILDING CODE, 1997 EDITION, 3. DESIGN LOADS: SEE TABLES FOR DESIGN LOADS, SEE SHEETS 5A, 5B & 5C 4. FASTENERS: "POP" RIVETS, WHERE SHOWN SHALL BE 5056 ALUMINUM RIVET WITH CARBON STEEL PLATED MANDREL AS MANUFACTURED BY THE U.S.M. CORP. SHEET METAL SCREWS (TEKS) SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, CADMIUM PLATED, GALVANIZED STEEL OR 2029-T4 ALUMIMUM. 5. ALL STRUCTURAL COMPONENTS OF THIS ENCLOSURE SYSTEM (EXCEPT SOLID PANELS) ARE OF ALLOY & TEMPER 6063-T6 UNLESS SPECIFICALLY NOTED OTHERWISE. 6. THE SOLID WALL PANELS SHOWN SHALL COMPLY WITH AN EVALUATION REPORT CURRENTLY RECOGNIZED BY THE I.C.B.O. EVALUATION SERVICE INC. ALL EXTERIOR PORTIONS OF SOLID WALL PANEL WHICH ARE SUBJECT TO WATER INTRUSION SHALL BE FULLY CAULKED. 7. WALL MALL MATERIALS: (REFER TO SHT. 6A, 6B & 6C FOR INSTALLATION, REQUIREMENTS FOR READILY REMOVABLE GLASS INSTALLED IN AREAS REQUIRED TO BE OPEN). THE LONGER WALL AND ONE ADDITIONAL WALL S HALL BE AT LEAST 65 PERCENT OPEN BELOW A MINIMUM HEIGHT OF 6'-8" MEASURED FROM THE FLOOR. THIS 65 PERCENT AREA MAY BE ENCLOSED'WITH INSECT SCREENING AND/OR READILY REMOVABLE 1/87HICK MAXIMUM TRANSPARENT OR TRANSLUCENT PLASTIC OR .125" THK.TEMPERED GLASS. REMAINING PORTIONS OF THE WALLS MAY BE SOILD PANEL PER NOTE #6, FIXED PLASTIC OR GLASS COMPLYING WITH CHAPTER 24 OF THE 1997 U.B.C.. ANY SLIDING OR FIXED DOORS SHALL NOT BE USED AS PART OF THE 65 PERCENT WALL REQUIREMENT. SLIDING OR DOORS SHALL BE 1/8" THICK PLASTIC OR GLASS. 8. EACH ENCLOSURE SYSTEM SHALL BEAR A PERMANENTLY AFFIXED IDENTIFICATION TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER & DESIGN LOADS AND EVALUATION REPORT NUMBER. 9. THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS AS DESIGNATED IN CHAPTER 16 OF THE 1997 U:B.C. 10.THE PATIO COVER FOR NON-BEARING SYSTEM SHALL BE DESIGNED TO RESIST LATERAL WIND IMPOSED BYTHE ENCLOSURE, BE SELF SUPPORTING FOR VERTICAL LOAD, AND SHALL BE APPROVED BY THE LOCAL BUILDING OFFICAL. THE COVER MAY BE CONSTRUCTED OF ANY MATERIAL PERMITTED BY THE UNIFORM BUILDING CODE. 11.ALUMINUM PARTS IN CONTACT WITH STEEL SHALL BE PAINTED WITH ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPECIFICATION TT -P-645 OR EQUIVALINT. ALUMINUM IN CONTACT WITH WOOD, CONCRETE OR MASONRY SHALL BE GIVEN A HEAVY COAT OF ALKALI -RESISTANT BITUMINOUS PAINT. ALL PAINT AND APPLICATION SHALL CONFORM TO SECTION 2004.3, 1997 U.B.C. 12114 SMS. SHOWN SHALL BE STAINLESS STEEL ALLOY SELF -TAPPING HEX HEAD CADMIUM PLATED SCREWS WITH COMPOSITE ALUMINUM -NEOPRENE WASHERS. THE ALUMINUM PORTION OF THE WASHER HAS MINIMUM DIMENSIONS OF .050 INCH THICKNESS AND 5/8 INCH O.D.. THE MINIMUM ROOF PANEL THICKNESS AT THESE SCREW LOCATIONS IS .018 INCHES. SCREWS SHALL BE LOCATED NO CLOSER THAN 5/8 INCHES FROM THE END OF ANY ROOF PANEL. 13.THESE GENERAL NOTES & SPECIFICATION APPLY TO 2" AND 3" WALL SYSTEMS. TABLE "A" - BEARING SYSTEM MULLIONS -SEE SECTION A 10# P/LIVE LOAD, 10# / !WIND, 10# / /UPLIFT 10# 93/LIVE LOAD, 13# / )WIND. 130 / /UPLIFT 10# P/LIVE LOAD, 15# / AIND, 15# / /UPLIFT MAXIMUM MULLION SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS MAXIMUM MULLION' SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS MAXIMUM MULLION SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS TYPE TYPE PROJECT. OVER HANG TYPE WE- TYPE F PROJECT. OVER HANG TYPE WE* TYPE F PROJECT. OVER HANG 48" O.C. 9'-3" 8'-1" 16-6" 2'-0• 48" O.C. 8'-1" 7'-1" 11'-0" 2%0" 48" O.C. 7'-7" 9'4" 2'-0" 16'-0" V-6" 11' 6" 1'-6• 9'-6" V-6" 16'-6" r -o• 1 7-0" V-0" 19.6• 11-0" 17'-0' 0'-6" 13'-0" 0'-0" 1114" 1 9-6" 42" O.C. 9'-11" 81-8" 29-0" 2'-0" 42" O.C. 8'-8" 7'-7" 16-0" 2'-0" 42" O.C. 8'-1" 7'-1" 12'-6" 2-0• 20'4" 1'-6" 16'-0" V-6" 13'-6• 1'-15" 20%0" 1'-0' 16'-6" 1'-0" 14'-0" 1'-0" 20'-0" 01-6" 17'-0" 0'-6" 14'-6" 9-0• 36" O.C. 10'-9" 9'4• 20'-0" 2'-0" 36. O.C. 94" 8'-3" 20'-W 2'-0" 36" O.C. 814" 7'-8" 18'-6• 2'-0" 20'-0" 11-6" 29-0" 1'-15" 19'-0" 1'-6" 20'-W 1'-0" 20'-0" 1'-0" 19 -0" 1'-0" 20'-0" 9.6' 29-0" 9.6" 29-0" 9.6" TABLE "B" - BEARING SYSTEM MULLIONS - SEE SECTION B MULLION TYPE MAXIMUM MULLION SPACING MAX. MULLION HEIGHT WINDOW - SOLID PANEL ARRANGEMENT WINDOW -WINDOW SEE DETAIL @ & 0 WINDOW -WINDOW SEE DETAIL 3 PANEL -PANEL SEE DETAIL 14 10 PSF WIND LOAD 13 PSF WIND LOAD 15 PSF WIND LOAD 10 PSF WIND LOAD 13 PSF WIND LOAD 15 PSF WIND LOAD 10 PSF WIND LOAD 13 PSF WIND LOAD 15 PSF WIND LOAD TYPE "NE" MULLION 48" 9'-3" 8'1" 7'-7" 9'-3" 8'-1" 7'-7" 9'4" 8'-1" 7'-7" 42" 9'-11" 8'-7" 8'-1" 9'-11" 8'-7" 8'-1" 9'-11" 8'-7" 8'-1" 36" 10'4" 9'-4" 8'-9" 101-8" 9'4" 8'-91, 10'-8" 9'4" 8'4" TYPE "E" MULLION 48" V-1" T-2" 8'4" 7'-2" - 8'-1" 7'-2" - 42" 8'-8" 7'-7" 7'-1" 8'-8" T-7" T-1" 8'-8" 7'-7" T-1" 36" 9'A" 8'-3" 7'-8" 9'-4" 8'-3" 7'-8" 9'4" 8'-3" 7'-8" E.S. I EVALUATION EVALUATION DATE: 3196 AGOrMSed:t0/7dt1 Or"t"f1 W: T.DANNA Rwifed Ev'N.K. p FOX ENGINEERING INC. JAMES FOX, STRUCTURAL ENGINEER "TF1EC-THRU GLASS ENCLOSURE' REVISION DATE: PATIO COVER & ENCLOSUR Y: C--THRU KU K-171 SA OF 24 REPORT N0. �- SCALE' NONE . JAMES G. FOX, CML ENGINEER Pan 7 WALL SYSTEM NOVEMBER 2002 INOt7,1771 �g8yy F�E E7yy�p DRNE SHEET 8060 LEGRAPM RD. OOWNEY,G �•� mstm EA[af1.1T00 809 3698777 RNERSIDE GUFORNtA 92308 TABLE "A"- BEARING SYSTEM MULLIONS -SEE SECTION A 20# 0 /LIVE LOAD, 10# m /WIND, 10#0/UPLIFT MAXIMUM MULLION SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS TYPE "NE" TYPE •E• PROJECT. OVER HANG 48" O.C. 7,-0" 6'-9" 9'-0" 2'-0" 9'-6"' 1'-6" 0'-6- 42" O.C. 7'-8" 7'-0" 12'-6* 2'-0" 13'-6" 1'-6" 14'-0" 1'-0" 14'-6" 0'-6" 36" O.C. 7'-10" T-2" 18'-6" 2'-0" 19'-0" .1'-6'- 1'-0"20'-0" 20'-D" 0'-6" 20# CZ/LIVE LOAD, 13#0/WIND, 13#0/UPLIFT MAXIMUM MULLION SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS TYPE Ne TYPE E• PROJECT. OVER HANG 48" O.C. 9'-0" 2'-0" 9'-0" 1'-6" 10'-6" 11'-0" 0'-6- 42" O.C. 6-9" 12'-6* 2'-0" 13-6" 1.6" 14'-0" 1'-0" 14'-6" 0'-6- 36" O.C. 6'-11" 18'-6" 2'-0" 19'-0" V-6" 19'-6" V-0" 20'-0" 0'-0" TABLE "C" CORNER POST DETAIL WIND LOAD MAXIMUM CORNER POST HEIGHT MAXIMUM CORNER PANEL WIDTH 10 PSF 8'-6" 1'-2' 9' 6"�.7�0'-97 13 PSF 8'-6"9'4" 0. 15 PSF V.0. 0' 6 8'-9- 0'-6" 0 qw rm ai 0 ¢ = W 0 mg N yj w o z TABLE "A" - BEARING SYSTEM MULLIONS -SEE SECTION A 30# O/LIVE LOAD, 1011 / ANIND, 10# / /UBLIFT MAXIMUM MULLION SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS TYPE "NE" TYPE •E" PROJECT. OVER HANG 48" O.C. 42" O.C. 7-8" T-0" T-6" 2'-0" 8-6" V-6- 91-0" V-0" 9'-6" 0'-6" 36" 0. C. 7'-10" 7'-2" 11'-6" 2'-0" 17-0" 1'-6" 12,-6" .11-0" 13'-6" 0'-6" 30# EI/LIVE LOAD,. 13# I AWIND, 13# I /URLIFT MAXIMUM MULLION SPACING MAX. MULLION HEIGHT MAX. PATIO COVER DIMENSIONS TYPE "NE" TYPE "E" PROJECT. OVER HANG 48" O.C. 42" O.C. 6'-9" T-6" 2'-0" 8'-6" V-6' 9'-0" 1'-0" 9-6" 0-0" 36" O.C. 6'-11" 11'-6" 2'-0" 12'-0" V-6- 12'-6* 1'-0" 13'-0" 0'-6" TEMPERED GLASS - LABELING REQUIREMENTS N SECTION 2402 - IDENTIFCATION a ru EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASS. WHEN APPROVED BY THE BUILDING OFFICIAL, LABELS MAY BE OMITTED, PROVIDED AN AFFIDAVIT IS FURNISHED t��ffi BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED a CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED IN ACCORDANCE WITH Uzi APPROVED PLANS AND SPECIFICATIONS. SECTION 2406.2 - IDENTIFCATION o EACH LIGHT OF SAFETY GLAZING MATERIAL INSTALLED IN HAZARDOUS LOCATIONS W AS DEFINED IN SECTION 2406.4 SHALL BE IDENTIFIED b W BY A PERMANENT LABEL WHICH SPECIFIES THE LABELER, WHETHER THE MANUFACTURER u OR INSTALLER, AND STATE THAT SAFETY GLAZING MATERIAL HAS BEEN UTILIZED IN SUCH INSTALLATION. 0 a 0 EACH UNIT OF TEMPERED GLASS SHALL BE PERMANENTLY INDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION SHALL BE ETCHED OR CERAMIC FIRED ON THE GLASS AND BE VISIBLE WHEN THE UNIT IS GLAZED. TEMPERED SPANDREL GLASS IS EXEMPTED FROM PERMANENT c LABELING BUT SUCH GLASS BE IDENTIFIED BY THE MANUFACTURER WITH A REMOVABLE PAPER 2 W N LABEL w i 24.203 THE CATEGORY GLASS AS NOTED IN TABLE 24-2-A, SHALL BE SPECIFIED AS PART OF A w PERMANENT LABEL. VOLUME 2, 1997 U.B.C. H V U Z W W N O /8" 0 w A x.5 L)Z z V W G TYPICAL TRANSOM 5-.l zl 0 H E5 uw wy2S aiS Lo x X 6 1/'16" Z i . � W Xmd NNG O W w Q ZJ LL Q Q a W WINDOW 36 u 52 3/4" CLEAR Q>: m INSERT OPENING C? 3 LLI W W Z W Y !A • 11- a TYPICAL KNEEWALL G 1 _ • d Z SEETABLET' a a - e d d 6" MINIMUM 8 48" MAX. CLEAR OPENING �2Z WINDOW MODULE SECTION O d GLAZING MODULE ELEVATION 36 w0. uJ - 6".MIN. 6' MIN. 6' MIN. & 24' MAX. & 217/8* & 217/8' MAX. MAX. Z to N N h ASSEMBLED WINDOW MODULE INSERT ' •125 TEMPERED ".125 TRANSLUCENT GLASS NET WT. OR TRANSPARENT NET WT:(2)-LBS. 1.87 PSF MAX. PLASTIC NET WT: W/GLASS:(16)-LBS. NET WT:0.77 PSF W/PLASTIC:(9)-LBS. WINDOW MODULE INSERT 36 .062"R .060" FULL R.(3) 190'25�R_ \P I 040" ` �© 025"WA IL THK.(2) .250"R 105" .045"R 480"R 085" DIA. 05 " A 031 R 040" // \ (4) 040" 120P.I. 5" 045" 300" •075" 1.965 R 21 1.00" WINDOW INSERT HANDLE n36 INSERT SIDE RAIL NO. USE: 1 FOR 70 MPH, 1/8" TEMPERED GLASS; 80 & 90 M.P.H., 1/8" ACRLIC 2 FOR 80 & 90 MPH, 1/8" TEMPERED GLASS W/STIFFENER [O 1.500" .040" .562 — .040" FULL R(/) ,240 50 040" R.025(4) NOTE: COPE STIFFENER AT ENDS TO CLEAR TRACK. .050" ,100" LL .280" 1.225" .750" „ STIFFENER 5 " LIP I ° 90 05' 1.125" 1 .100- n.t.s. ..375" R.046(4) 1 O'REF. 2804-- 4225" 540" 011" WINDOW INSERT INTERLOCKING RAIL18 ALUM. ALLOY 6063-T6 NOTE: COPE STIFFENER AT ENDS TO CLEAR TRACK. R.046' I 280"--F- f. FACJID.MARK .050". R. )25' I E2� (4).061 REF0" IP 1,125" .280". 180"7. 4050" .883" 1.313" ' REF. 500" _}-- - sr� 390" REF. .00540 SERRATIONS(z) .040"11_U40" R.054" 562"(4). WINDOW INSERT SIDE RAIL 36 ALUM. ALLOY 6063-T6 1 0o" 11 F.A.C./ID MARK .161" REF. R.025"(7) .775" REF. I---1 601 050" FULL R. .050" (7) WINDOW INSERT TOP & BOTTOM RAIL 36 ALUM. ALLOY 6063-T6 t F11 -i 1) . THE FOAM CORE ROOF PANk 'Wti VV 7 a I+kr;<s DRAW IN6 ARE INTENDED FOR USE ON RESIDENTIAL PATIOS AS R6BULATED BY CHAPTER 31 OF 1997 THE UNIFORM BUILDING CODE APPEND( OR ON MOBILE HOME A WNN6S A:: REGULATED BY TITLE 25 Of THE CALIFORNIA ADMIIYiSTRATIVE CODE. . 2) MATERIALS: a) INTERIOR FAC)TVS MATERIAL SHALL BE ALVM1NVM CONFC WM-46 TO THE REQUIREMENTS FOR 3;2jkj2j/ILLOy AND TEMPER THII•IWE55 OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE b) EXIMOR FACING MATERIAL SHALL BE ALUMINUM CONN-RMING TO THE REQUIREMENTS FOR 3100,4U54�ALLOY AND TEMPER THIO ((NESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE e) THE FOAM CORE SHALL BE AS DEFINED BELOW AND H(AVIP16 A NOMINAL DENSITY AS SHOWN IN THE ALLOWABLE SPAN TABLE: 1) PREFORMED EXPANDED POLYSTYRENE BOARD (EPS); AS MANUFACTURED BY PREMIER rnuu►aTRrve DWIMBA INJ4H1-FQAM, THE FO,0 M PL.ASTLC SHALL MEET THE REQUIREMENTS FOR CLASS I MATERIAL PER TABU: S-A OF THE 1997 UBC, 4ND IS APPROVED UNDER ICBO Es Ek -3414. d) THE COMPONENT5 ARE BONDED T06ET'HER BY AN ADHESP rE -DE516NATED AS MOR• AD S, A PROPRIETARY ADHESIVE MANVFACTUI tED BY ROHM AND HAAS C ANY. AND APPROVED UNDER ICBG ES E4(-5394. THE ADHESIVE IS APPROVED AS A CLASS 2, TYPE II, STRVCIUAAL ADHESIVE. UNDER ICBO E5 AWS. . 3) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 AS OVE SHALL PkOVIDE CB1TIFiCATroN wm EACH SHIPMENT TwAr Au. COMPONENT'S PROVIDED WITHIN THE skoMENt CONFORM TO THE APPLICABLE SPECIFICATION (S) rtND/OR DEFINITION (5) OUTLINED ABOVE. 4) THE MAXIMUM ALLOWABLE SPAN, FOR A 6IVE111 APPLIED LOAD SHALL NOT EXCEED THE SPAN PROVIDED IN THE ALLOWABLE rPAN TABLE FOR SAID LO, ID. EXTRAPOLATION OF THE INFORMATION PROVIDED. IN THE ALLOWABLE SPAN TABU: IS NOT PERMITISO, 5) PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN V a7H NO TRANSVERSE JOINTS, 6) THE SVPPORTATA ATTA04MENTOf THE SUBJECTPANELS SW LL BE SUBSTAINTIATED BY EISHER APPROVED EVALUATION REPORT PLANS OR STRUM RAL PLANS APPROVED SY THE 60VERKIN6 JURISDICTION. 7) ALL PANE. EDGES SHALL. BE SHIELDED 1N ALUMINUM SECTION S. ALL INTERFACES BETWEEN THE ALUAMUM SECTIONS AND PANEL SHALL BE CAL ILKEO WITH APPROPRIATE SEALANT B) MFTAL PANEL FASTENERS 514ALL BE CADMIUM PLATED. 9) AN TDENTICATION DECAL WITH DEPARTMENT OF HOUSU46 iT SIGMA AND MANUFACTtipER 5 IDt:NTIFICATION NUMBER SHALL BE LOCATE=D AT ONE END OF EACH PANEL....:,.: 10) FASTENS SHALL'BE *14x4 -INCH, SELF-TAPP7NG SMS. AND 1" O.D., SEAL WASHER. ALLOY AND MINIMUM THTC* SS OF HEADER SHALL BE 6063= 6 AND 0.065 VCHES RESPECTIVEi.Y. NOMINAL THICKNESS p (SEE ALLOWABLE B SPAN TABLE) SIM 4LLOWABLE 4 TABLE) TYPICAL ROc = PANEL. NTS NOW G a1 of th41997 velfana B�dldbg Cade 0 Roof t mrW a. a wAW for." with o famo err &&.d In Appendix a, POLL Svww am ba1w on a a "wm tape'ot4m dN fsmtld behwan the t" I art emu of 10 ds9sa f.hnnhe". 4-Owk #14 ae wMh VY dime w 91.j• wdW and noir— wmert, Apoy andop r Jrdwwat tWClaua of =� fes, MLn — pm+d � ore band APm'•I ddNcti n oftFnaeaetd dopa will b • r eq&se "yore P oan Lnars04 PW AV W."d by ue.0jw++k2 In the waver flow Peek ADHESIVE •'- . (NOTE 2d) EXTERIOR (NOTE 2b) ADHESIVE (NOTE 2d) CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRI wmnnr PANEL INTERIOR DETAIL NTS EXTERIOR SKIN OAM UUM NOTE 20 NTERIOR FACE (NOTE 20) �- INTERIOR SKIN PANEL JOINT DETAIL Q NTS SME- PSP OVA STAM tn 1s �^ N. rn ov Ma z64 ~ N CC ZZZ m 1 L N dd C.M.J. EP MEERlNG1, I DC. APPROVED FfiCMIRY BOLT IQUrING re m parlts spWications and 4tl9ot ll�:Ftp, ve been ep!r�t" to'Health and Safety Cade. 'Ivislar, 141 PA41 4 'and regulatlon.- Ladoptod thOreta. Approval herein does not ausftLinm n; approve any onsisslonsl or dov'':r..liL 1Cfirf1 etIte larvs.or valid Was ordjWn(,,$s, M*. pian Is :L�C, ?Is. L'� INK L= craw �f 4r �, l Onlay to the V-1 C�4dk" 49 on the ptm AppmW Not apl Fmw� Ion rr�° Pba Appl&,3 Ija MAM LP VIC7 2 12002 05/27/2003 09:51 562-927-2509 C-Thru Industries Inc. 2285 Fleetwood Drive Riverside, CA 92506 Subject: I.C.B.O. EA -1968P and 4383P Attention. Building official cientlemew As Engineer of Record, the Standard plant, I.C.B.O. ER -1968F and ER -4383P have been reviewed and do conkorm to deign requirements of the Uniform Building Code, 1997 Edition. Please except this letter lieu of a wet signature as long as the I.C.B.O. ER -1968P 8t ER -4383P are under Sutber studies or current. rWUt 10L Tuesday, May 27, 2003 If you have any questions or comments, please contact me at the numbers provided. Cord4aay; Q o fES Sr--ao,� ti��k ES G.fr �yc` Iwo 0 - Vice President NO. 2154 3 EXP. 9-30-200S CMS OFCAE I 8060 Telegraph Rd. (562) 806-1337 Downey, CA 90240 Email: foxe%@hotmail.com Fax: 927-2509 VJ%LJ. V.. int, 1i. JJ rnn cuo Juo Vo� "LAA. -.L ICBG EVALUATION SERVICE, INC. Evaluate • Inform • Protect 5360 Workman Mill Road m Whittier. CA 90601 USA W.4.1CB0ES (412.2637) vA free 562.699.0543" v 562.695.4694fax www.icbom.org web site a es(q lcbueb.oru a=rnnil August 3, 2001 Jason S. Albany Chief Operating Officer C-Thru Industries, Inc. 2285 Fleetwood Drive Riverside, California 92509 Dear Mr. Albany: To ER -1968P and ER -4383P Please reference this number on all correspondence This is in response to your request for a letter clarifying the status of the subject evaluation reports. At this time, the two evaluation reports have been evaluated for compliance with the 1997 Uniform, Building CodeTM. All issues raised by ICBG ES during the evaluation of submitted data have been satisfactorily resolved, except for one. The only remaining requirement that must be met before we can approve the evaluation reports for publication is the request for plans that are part of the evaluation reports to be converted to electronic format. As of March 1999, ICBO ES has required all evaluation report proponents to submit plans in electronic format. Because of the obligation of ICBG ES to provide Class A members of ICBO with complete reports, including plans, we must require proponents to submit their plans in electronic format, so that the plans may be made available to CD-ROM subscribers and Internet users. Please contact me at (562) 699-0543, extension 3260, if there are any questions. Yours very truly, Peter Bahlo, P.E. Senior Staff Engineer PB:II JPKIFG gP ICBO Evaluation Service- Inc. 9 P f� °"`G 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299, ',aa, n A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright © 1997 ICBO Evaluation Service, Inc. Filing Category: MISCELLANEOUS STRUCTURES (156) ALUMINUM PATIO STRUCTURES, COMMERCIAL CANOPIES AND PATIO COVER ENCLOSURES C-THRU INDUSTRIES, INC. 2285 FLEETWOOD DRIVE RIVERSIDE, CALIFORNIA 92509 1.0 SUBJECT Aluminum Patio Structures, Commercial Canopies and Patio Cover Enclo- sures. 2.0 DESCRIPTION 2.1 General: The C-Thru Aluminum Patio Structures, Commercial Canopies and Patio Cover Enclosures are constructed in accordance with the attached plans. A summary of plans and design loads is provided in Table 1. Glass installed in wall areas required to be open by Section 3116 of Appen- dix Chapter 31, Division III, of the code shall be readily removable, 0.125 -inch -thick (3.2 mm) tempered glass installed in accordance with Drawing 1225. 2.2 Identification: Each structure carries a permanent decal bearing the company name (C- Thru Industries, Inc.), the design live load, the horizontal wind load, the wind -uplift load and the evaluation report number (ICBG ES ER -1968P). The glass is labeled in accordance with Section 2402 of the code. Glass used in hazardous locations, as defined in Section 2406.4 of the code, is labeled in accordance with Section 2406.2 ER -1968P Reissued April 1, 1997 3.0 EVIDENCE SUBMITTED Plans and calculations. 4.0 FINDINGS That the C-Thru Industries, Inc., Aluminum Patio Structures, Com- mercial Canopies and Patio Cover Enclosures comply with the 1994 Uniform Building Code', subject to the following conditions: 4.1 Installation is in accordance with the attached plans de- scribed in Table 1 and the manufacturer's instructions. 4.2 Residential patio covers and patio cover enclosures conform to Division III of Appendix Chapter 31 of the Uniform Building Code. 4.3 Enclosures are limited to attached patio covers designed to be enclosed, with maximum loads as noted In Table 1. 4.4 For installation of enclosures on existing patio covers, cal- culations and other data may be required by the building offi- cial if evidence of compliance is not available on the existing patio cover. 4.5 Installation is by installers acceptable to C-Thru Industries, Inc. 1996 Accumulative Supplement: This report is unaffected by the supplement. This report is subject to re-examination in two years. Evaluation reports oflCBO Evaluation Service, Inc., are issued solely to provide information to Class A members oflCBO, utilizing the code upon which the report is bused. Evaluation reports are not to be construed us representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant The /CBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by /CBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 2 Page 2 of 2 TABLE 1 ER -1968P DRAWING NUMBER STRUCTURE TYPE DESIGN LOADS (pounds per square foots) Roof Live or DESIGN WIND (Snow Load) Horizontal Wind Wind Uplift2 SPEED mph PERMITTED ENCLOSURES (based on horizontal wind calculations DATE OF PLANS 10 15 11.25 90 Attached -type structures may 3131, 3132 Patio cover be partially encloscd.3 Freestanding patio covers may not be enclosed. August 10 15 15 90 (20) 15 15 90 and 3133 Carport or commercial roof cover (20) 15.5 14.3 804 May not be enclosed. 1996 ( 20 ) 20.3 18.7 704 or 904 3134 Parts details for Drawings 3131, 3132 and 3133 1220 Parts detail for Drawing 1221 10 10 10 70 (20) 10 10 70 1221 Patio cover enclosures Partially encloscd3 (20) IS 15 90 (25) 15 15 90 (30) 15 15 90 August (40) 15 15 90 1996 1222 and 1223 Parts detail for Drawing 1224 Patio 10, (20), (30) 10 10 70 10,(20),(30) 13 13 80 1224 cover enclosures Partially encloscd3 10 15 15 90 1225 1Readily removable window details for Drawings 1220 through 1224 D9126-1, D9126-2, 10, (20), (25) and (30) 10 7.5 70 10, (20), (25) and (30) 13 9.75 80 D9126-3, D9126-4 and D9126-5 Patio cover May not be enclosed January 17, 19955 10, (20), (25) and (30) 15 11.25 90 for Sl: 1 psf = 0.0479 kN/m2, 1 mph = 1.61 km/h, 1 in = 25.4 rain, 1 ft = 304.8 mm. Design wind pressures based on basic wind speeds and exposures noted in Chapter 16 of the code for nonresidential structures, and Table A -31-A of Division III of the UBC Appendix Chapter 31 for residential patio covers. 2Wind-uplift design pressures on elements of structures arc increased in accordance with Chapter 16 of the code for commercial structures. 3Enclosures must have at least one long wall and one additional wall with openings equal to at least 65 percent of the area below a minimum of 6 feet and 8 inches of each wall, measured from the Floor. The required openings may be enclosed with insect screening and/or readily removable translucent transparent plastic not more than 0.125 inch in thickness. 4Dcsign wind exposures for the carports and commercial structures are Exposure B and Exposure C. 5Thc date on drawing No. D9126-4 is September 20, 1994.