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07-0674 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 07-00000674 Property Address: 79291 HORIZON PALMS CIR APN: 604-100-055-133 -19903 - Application description: PATIO COVER - RESIDENTIAL Property. Zoning: LOW DENSITY RESIDENTIAL Application valuation: 3724 T4-lyl 4 4 Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: EMMA KRIGER 79291 HORIZON LA QUINTA, CA PALM 9225_ Contractor: Applicant: Architect or Engineer: SOUTHERN CALFORNIA 14104 E. FIRESTONE SANTA FE SPRINGS, (877)700-7666 Lic. No.: 827937 LICENSED CONTRACTOR'S 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 Wionals Code, and my License is in full force and effect. License Class: B License No.: 827937 � 3 Date: ff6Contractor: l OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001.: (_ 1 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 and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project'(Sec. +7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( 1 I am exempt under Sec. , B.&P.C. for this reason Date: - Owner: CONSTRUCTION LENDING AGENCY . I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: r - LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/02/07 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 and policy number are: Carrier STATE FARM Policy Number 92 -D3 -2861-7F 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 s n1 eco a Sppbje the workers' compensation provisions of Section 3700 of the Labor ode, I s I h omply with those provisions. , 1 *42/ Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN. EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this 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 application; the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 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 pf 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 county ordinances and state laws relating to building con ction, an ereby authorize representatives of this c un to enter upon the above-mentioned pro pe Date. Signature (Applicant or Agent): LQPERMIT Application Number . . . 07-00000674 Permit . . . ELEC-MISCELLANEOUS Additional desc . Permit Fee 22.50 Plan Check Fee 5.63 Issue Date . . . . Valuation . . . . 0 Expiration Date 8/29/07.' Qty Unit Charge Per Extension BASE FEE 15.00 10.00 .7500 ---------------------------------------------------------------------------- PER ELEC DEVICE/FIXTURE 1ST 20 7.50 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 63.00 Plan Check Fee 40.95 Issue Date . . . . Valuation . . . . 3724 Expiration Date 8/29/07 Qty Unit Charge Per Extension BASE FEE 45.00 2.00 9.0000 THOU BLDG 2,001-25,000 18.00 ---------------------------------------------------------------------------- Special Notes and Comments 280 SF SUNROOM ENCLOSURE PER ICBO 4383P WITH 6 OUTLETS/TWO LIGHTS/2 SWITCHES. 7 ------------------------------------------------------------------------ Other Fees . . . . . . . . . STRONG MOTION (SMI) - RES .50 .Fee summary Charged Paid Credited --------------------------------------------------------- Due - Permit Fee Total 85.50 .00 .00 85.50 Plan Check Total 46.58 .00 .00 46.58 Other Fee Total .50 .00 .00 .50 Grand Total 132.58 .00 .00 132.58 c Total Permit Fees Bin #tt CRY-Of LaoQuinta Building Ek-Safety Division Petmit ( P.O. Box 1504, 78-495 Calle Tampico Lai Quints, CA 92253 - (760) 777-7012 Building Permit Application and Tracking.Sheet Project Address: "� 21,1' -M 120 p l �t M C'Owner's None: A. P. Number. Legal Description: Address: p 49 f2t�Z�ri1 J''"ri-M G[� Contractor: 5Ov � � e�+r'ZF. /e�tS City, ST, Zip: (-4.- i�v 9 1prr -• G4 2 Q $ 3 Telephone: /�� Address: � . t-�iOtP x -t ? • City, ST, Zip: F Project Description: !jt! SC.L IGGo f E>D Telephone: '8-� 7 _-76 _ -2 6 qq' State Lic.# : 3 G✓ �� c C -- & - O vrzje •'S' City Lie. #: Arch., j1ngr.; Designer X ! C�• Address: - -2' - s&� s're-K City; ST, Zip; Teleph6ne:S6 2. . State WC.3'�' Construction Type: O .Jed Name of Contact Person: C �� type (circle one): New Add' Alta Repair Demo Telephone # of Contact Person: & Sq. Ft _ Z O 'Estimated # Stories: #Units: Value of Project APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd TRAC[QMG Play Sets Plan Check submitted PERMIT FEES Structural Cala- Reviewed, ready for corrections Item Amount . Truss Glcs. Plan Check Deposit Called Contact Person Energy Glcs. Plans Picked. up Plan Check Balance Flood plain plan Plass resubmitted Construction Grading. plin' ' 2" Review, ready for correctionyissae Mechanical SabcontaMor Lift Called Cont*ct.pc on Electrical Grant Deed Plans picked up Plumbing ILOA. Approval Plans resubmitted S.M:L IN ROUSEi= ''' Revicw, ready [or.corrections/issae Grading Developer Impact Fee et Approval Called Coutact Person Pub. Wks. Appr Date of permit issue A.LP.P. School Fees Total Permit Fees r (� SOUTHERN CALIFORNIA ROOMS INC DATE: 2-23-07 V -TH R U 14104 E. FIRESTONE BLVD. SUNROOMS SANTA FESPRINGS, CA 90670 Emma Kriger 800-607-3223 OFFICE 79291 Horizon Palm Cir Manufacturers of World Class Sunrooms 562-802-1101 FAX Established 1947 La Quinta,Ca 92253 760-345-9142 Home SITE PLAN (iv [NDQWe Ta 40rtI Z COMMON AREA 35'-0 FREMOVE EXISTING PATIO 28'-0"— AND REPLACE NEW PROPOSED ENCLOSURE PER 4383P1280 SF it b e Selo '1'x4' xX Fa LY Ro d"Ixo Na7� �IZmawl E'c�SS 4„ E%1/CG�SE� 10'-0" 18'-0" RY 1 -STORY O UNIT CONDO UNIT 12'-0" 15'-0" i r ' 22 -4 - DRIVEWAY DRIVEWAY l ---- PRIVATE RD HORIZON PALM CIRCLE_ A RE -INSPECTION FEE OF $30 WILL BE CHARGED IF APPROVED ---- 1'1�11; 11UINTA OB CARD ARE NOT ON 6UILDING & SAFETY DEPT. THE SITE FOR A SCHEDULED OVED INSPECTION. FOR CONST CT NO EXCEPTIONS! 11 y (� SOUTHERN CALIFORNIA ROOMS INC DATE: 2-23-07 V -TH R U 14104 E. FIRESTONE BLVD. SUNROOMS SANTA FESPRINGS, CA 90670 Emma Kriger 800-607-3223 OFFICE 79291 Horizon Palm Cir Manufacturers of World Class Sunrooms 562-802-1101 FAX Established 1947 La Quinta,Ca 92253 760-345-9142 Home SITE PLAN (iv [NDQWe Ta 40rtI Z COMMON AREA 35'-0 FREMOVE EXISTING PATIO 28'-0"— AND REPLACE NEW PROPOSED ENCLOSURE PER 4383P1280 SF it b e Selo '1'x4' xX Fa LY Ro d"Ixo Na7� �IZmawl E'c�SS 4„ E%1/CG�SE� 10'-0" 18'-0" RY 1 -STORY O UNIT CONDO UNIT 12'-0" 15'-0" i r ' 22 -4 - DRIVEWAY DRIVEWAY l ---- PRIVATE RD HORIZON PALM CIRCLE_ A RE -INSPECTION FEE OF $30 WILL BE CHARGED IF APPROVED ---- 1'1�11; 11UINTA OB CARD ARE NOT ON 6UILDING & SAFETY DEPT. THE SITE FOR A SCHEDULED OVED INSPECTION. FOR CONST CT NO EXCEPTIONS! 11 y FOX ENGINEERING INC. JAMES G. FOX, CIVIL ENGINEER z, I 8060 TELEGRAPH RD., DOWNEY, CA 90240 t' (562) 806-1337 FAX (562) 927-2509 Email: foxenQCcDhotmail.com STANDARD PLANS FOR: I.C.B.O. ER -4383 -P -CTR GLASS ENCLOSURE z World Class Sunrooms Since 1947 2285 FLEETWOOD DRIVE, RIVERSIDE, CA 92509 (909) 369-8777 FAX (909) 369-0847 WEBSITE - www.c-thru.com -cc Sir N0. 21543 T EXP. 9-30-2005 sj CMS �p FCA FOX ENGINEERING IS THE ENGINEER ON RECORD FOR STANDARD PLANS I.C.B.O. ER -4383-P. THIS COVER SHEET WITH FOX ENGINEERING'S 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 CACULATIONS AND CONSULTATION IN CONNECTION WITH THE ABOVE DESCRIBED PROJECT. WE HAVE NO AUTHORITY INSOFAR AS CONTRACTORS OR OWNERS PERSONNEL ARE CONCERNED. OWNER AND CONTRATOR 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. k GLAZING, NOTE# 7 -,-__----EXIST. RESIDENCE -,'� r— WALL OF EXIST. RESIDENCE ONE OF THESE WALLS MAY BE ENCLOSED WITH SOLID WALL PANELS PER 6'-0' WIDE DETAIL 2O & NOTE #9. MAX. TYP. OPTIONAL SLIDING SEE NOTE #8. MATED 'H" MULLIONS'a 4'-0" EACH 6'-0" WIDE MAX.TYP. 8'-0" MIN. TOTAL LENGTH (MAX. LENGTH PER TABLE -G-) I TYPICAL FLOOR PLAN 24"o.c. OR 48" SEE TABLE "A" RAFTER STIFFENERS Q 4'-0"o.c. SEE @& 26 I I rr � rr rr � rr rr rr i n rr II i II X. II 0 � rr u rr TOP CHANNEL SPLICE, SEE SECTION A i1J Z O � W Q #8 SMSA 1 O CL a w Om z w 0 o ca a 2" FRONT WALL (f� rr rr II rr MINIMUM ROOF SLPOE IS 1/4" PER FOOT rr II rr STRAP BRACE OPTION u i FOR SLIDING DOOR SEE DET. 31 8 TABLE"E" II I KNEE WALL SEE *SEE NOTE: #8 ON SHT. 2D AND SHT. 48. I NOTES #8 & #9 CURVED ROOF "OPTIONAL �Lctg},)TI H" OPTIO SEE DET POST ®a j I `- END WALL.ELEVATION TABLE "E' FRONT ELEVATION 1 GENERAL NOTES & SPECIFICATIONS 1. THIS PATIO COVER AND ENCLOSURE SYSTEM IS LIMITED TO RECREATION 3 INCH SYSTEM SHOW, SEE © AND OUTDOOR LIVING PURPOSES AND IS NOT TO BE USED AS A CARPORT, FOR 2 INCH SYSTEM. GARAGE, STORAGE OR HABITABLE ROOM. (g/-rfo a.IVI.O t:A. rNU 11 #8 SMS Q 12: O.C. FT �N a 20 21 " 3 SILL6-3).R Q �d � o r w BOTTOM TRACK TO BUTT wQ SPLICE 8" MINIMUM Lu F FROM MATED "H"� in Y W cn SAME AS TOP CHANNEL - 1 1/2" MIN ETERS @ 24"O.C. 2. DESIGN LOADS: SEE TABLES FOR DESIGN LOAD ( DWG. NO CTR-4A) OR 48"O.C. 3. MECHANICAL FASTENERS:'POP RIVETS' SHALL BE 118' DIAMETER WITH SEE TABLE 'A',& ® A RIVET CODE OF AP45 BS; 5052 ALUMINUM RIVET AND 7178 ALUMINUM MANDREL w LL STEEL OR 2024-T4 ALUMINUM. EXPANSION BOLTS' SHALL CONFORM TO EVALUATION REPORT4627, �O OR EQUAL. ('KB -11 CARBON STEEL). FTERS Q 24'o.c. 4. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE HOT DIP GALVANIZED OR Q OR 48'o.c. r SEE TABLE -A' 8 O4 PAINT PER U.S. MILITARY SPEC. MIL: P -6M. (2)"14 SMS EA.RAFTER S� TO TOP TRACK w 10 it CURRENTLY RECOGNIZED BY THE I.C.B.O. EVALUATION SERVICE INC. ALL (2)48 SMS EA.SIDE, w MATED W TO TOP "tl T. THE STRAIGHT SLOPE PORTION OF THE ROOF MAY BE LAMINATED OR TEMPERED TRACK 8 ADAPTOR j z w 0 o ca a 2" FRONT WALL (f� rr rr II rr MINIMUM ROOF SLPOE IS 1/4" PER FOOT rr II rr STRAP BRACE OPTION u i FOR SLIDING DOOR SEE DET. 31 8 TABLE"E" II I KNEE WALL SEE *SEE NOTE: #8 ON SHT. 2D AND SHT. 48. I NOTES #8 & #9 CURVED ROOF "OPTIONAL �Lctg},)TI H" OPTIO SEE DET POST ®a j I `- END WALL.ELEVATION TABLE "E' FRONT ELEVATION 1 GENERAL NOTES & SPECIFICATIONS 1. THIS PATIO COVER AND ENCLOSURE SYSTEM IS LIMITED TO RECREATION 3 INCH SYSTEM SHOW, SEE © AND OUTDOOR LIVING PURPOSES AND IS NOT TO BE USED AS A CARPORT, FOR 2 INCH SYSTEM. GARAGE, STORAGE OR HABITABLE ROOM. (g/-rfo a.IVI.O t:A. rNU 11 #8 SMS Q 12: O.C. FT �N a 20 21 " 3 SILL6-3).R Q �d � o r w BOTTOM TRACK TO BUTT wQ SPLICE 8" MINIMUM Lu F FROM MATED "H"� in Y W cn SAME AS TOP CHANNEL - 1 1/2" MIN ETERS @ 24"O.C. 2. DESIGN LOADS: SEE TABLES FOR DESIGN LOAD ( DWG. NO CTR-4A) OR 48"O.C. 3. MECHANICAL FASTENERS:'POP RIVETS' SHALL BE 118' DIAMETER WITH SEE TABLE 'A',& ® A RIVET CODE OF AP45 BS; 5052 ALUMINUM RIVET AND 7178 ALUMINUM MANDREL SHEET METAL SCREWS SHALL BE STANLESS STEEL, ZINC, PLATED, GALVANIZED 2 14 �-( }# SMS EA.RAFTER STEEL OR 2024-T4 ALUMINUM. EXPANSION BOLTS' SHALL CONFORM TO EVALUATION REPORT4627, TO TOP TRACK OR EQUAL. ('KB -11 CARBON STEEL). 10 4. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE HOT DIP GALVANIZED OR ELECTROPLATED. ALUMINUM IN CONTACT WITH WOOD, CONCRETE OR MASONRY SHALL BE GIVEN A HEAVY COAT OF UN -THINNED ALKALI -RESISTANT BITUMINOUS PAINT PER U.S. MILITARY SPEC. MIL: P -6M. CK & ADAPTOR 5. ALL STRUCTURAL COMPONENTS OF THIS SYSTEM TO BE ALUMINUM ALLOY AND 3 TEMPER 6063-T6, UNLESS SHOWN OTHERWISE. 6. SOLID ROOF AND WALL PANELS SHALL COMPLY WITH AN EVALUATION REPORT CURRENTLY RECOGNIZED BY THE I.C.B.O. EVALUATION SERVICE INC. ALL EXTERIOR PORTIONS OF PANELS SUBJECT TO WATER INTRUSION SHALL BE FULLY CAULKED. T. THE STRAIGHT SLOPE PORTION OF THE ROOF MAY BE LAMINATED OR TEMPERED GLASS PER NOTE#11 BELOW, OR A 3THICK LAMINATED PANEL PER NOTE #6 ABOVE. THE CURVED PORTION MAY BE LAMINATED OR TEMPERED GLASS PER NOTE# 11, 20 21 22 OR ACRYLIC PER TABLE "I". STND. le WASHER 8. WALL'MATERIALS: THE LONGER WALL AND ONE ADDITIONAL WALL SHALL BE AT % LEAST 65 PERCENT OPEN BELOW A MINIMUM HIEGHT OF 6'-8' MEASURED FROM / 1/4'0 HILTI"KWIK' BOLT THE FLOOR. THIS 65 PERCENT AREA MAY BE ENCLOSED WITH INSECT SCREENING �4' MAX. OR EQUAL FROM AND/OR READILY REMOVABLE i/8 -THICK MAXIMUM TRANSPARENT OR TRANSLUCENT EACH SIDE OF MATED PLASTIC OR .125" THK.TEMPERED GLASS. ANY SLIDING DOORS IN THESE WALLS "H" MULLIONS 6 SHALL BE 118' THK. PLASTIC OR TEMPERED GLASS. ONLY THE OPENABLE PORTION QUALIFIES FOR THE 65 PERCENT REQUIREMENT. REMAINING PORTIONS OF THE WALLS MAYBE SOLID PANELS PER NOTE # 6. FIXED PLASTIC OR GLASS COMPLYING WITH CHAPTER 24 OF THE 1997 U.B.C. , ?"MIN. 9. WHERE HOLES ARE DRILLED INTO STEEL, SEE DETAIL 30. TO ACCOMODATE POP RIVETS, THE HOLES SHALL BE FIELD PANITED WITH 1 -COAT OF ZINC CHROMATE PRIMER. 10.EACH INSTALLATION SHALL BEAR AN IDENTIFICATION TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER 8 DESIGN LOADS. EXIST. CONC. 11.THE LAMINATED GLASS IS COMPOSED OF 2 PIECES OF .125" THICK GLASS SLAB IN GOOD (NORMAL) WITH A.030' THICK POLYVINYL BUTYRAL INTERLAYER. CONDITION 12 -ALL EXISTING WOOD MEMBERS SHOWN AT DETAILS 27 8 29 SHALL HAVE A FRONT WALL SECTIONn L--- - - - ! SPECIFIC GRAVITY, G=0.49. 13.MINIMUM BENDING YIELD STRENGHT OF NAILS, 8d:Frb=100,000 PSI WOOD SCREWS, 12d: Frb = 80,000 PSI 18d : Frb = 60,000 PSI 14d: Frb = 70,000 PSI 20d : Frb = 60,000 PSI 4aa • Ca. - IA AAA 0.1 v w m a H z 0 J rY g U' J w 2 � m. z m. w ot w a Al m w z wI UJ ? 4a ZUI w' w Zx: a2! Z:�I LU xwl O LL99 c�CK a� i oci a 0'01- M( It (6 z O w O� CR Q U� IU)� cn U) ccnn ccnn co I co}. (n cn cocn �� q75 Ca N 1 ind M .N �� @/N/��l� M @ OLo co cn_I-ON .75" MALE FEMALE MATING "H" -TYPE NE 1, 9� ALUM. ALLOY 6063-T6 25" --w— 725" 25" 1. 90" .962" I 065" TYP. F— 3.115. TYP. WALL =.065" U.N.O. FRONT WALL TOP TRACK ALUM. ALLOY 6063-T6 o" 3.225" @ 3" SYSTEM 2.225" @ 2" SYSTEM .75" 25".4"I 05"TYP. T .3"� r.BOTTOM TRACK ALUM. ALLOY 6063-T6 1.750" os2• .437" .125" NOTCH THESE (2} 310" LEGS .@ RAFTERS STIFFENER CAF 9- ALUM. ALLOY 6063-T6 .1 U)U) CM N O O M N Vv .85—.,T*- 1.0" .425" MALE . FEMALE MATING "H" -TYPE E ALUM. ALLOY 6063-T6 TYP. WALL =.100" U.N.O. 3.225" @ 3".SYSTEM 2.225" @ 2" SYSTEM 25" �5" 05" i'YP. 50" ROOF RAFTER l 41 ALUM. ALLOY 6063-T6 ATTACHMENT CHANNEL ALUM. ALLOY 6063-T6 .425" .200" rl 185- 880 . 5"880" --t SNAP COVER 10 ALUM. ALLOY 6063-T6 E NOTE: ALSO USED AS ENDWALL ADJUSTMENT CHANNEL ENDWALL.CHANNEL 5 `ALUM. ALLOY 6063-T6 0 P RAFTER STIFFENER ALUM. ALLOY 6063-T6 75" .062"TYP.2" .32" 496" .20" FRONT WALL ~ j C CHANNEL- LOCK 11 ALUM. ALLOY 6063-T6 �L All, ti ¢f w w z WI Z`: ZUi fr'- WN� Zx: Z:� c Wyk Xw! 0�: a 00 M f" NrL .312"1 .2 RAFTER CAP 12 ALUM. ALLOY 6063-T6 (h ¢ a— " .500' 0 $U � r- 2.000" " WALL T.580" 1.397 4 „ 740" .765" 2.205 JAMB SILL HEAD 21NCH SYSTEM WINDOW PARTS 13 ALUM. ALLOY 6063-T6 -10" 852" 1.816'1.815"1.568"1 .95'1 , _592" - ' '.050"TYP. 10'° HEAD 132" lu II 51 " .815" 815".85 1 �� 15' " F3°; X w i WI 45" 24" ° a' 635" 5 3 ,. 2.. .75" 1.2E "F 1.050^TYP. ��� 34+_ih 11 .344" --�- 609" .050"TYP. 343" JAMB 10" _�44 SILL 3 INCH SYSTEM WINDOW. PARTS 14 gam, ALUM. ALLOY 6063-T6 a i 11 oo� ENDWALL WINDOW HEAD INSERT 15 ALUM. ALLOY 6063-TT6 .062" TYP. -+-�- .250' I 188" 1 11I 1. 5" 375 1.562" GLAZING SPLICE BAR 18 ALUM. ALLOY 6063-T6 MATED TYPE 'NE' MULLION WINDOW JAMB SEE FULL HT., SEE (-')-n DET. (g(& 14 3.255" 3.125" .05C .18 " 10( .280' _ .6C 11 .050.630" .050' )65"- TYP. rl'.2050 "2.125" TYP. .0" 3" L? 2.0"@ 2" 2 INCH SYSTEM ADAPTOR Q M LL UO Q N .155" W . m 44" 125" FIXED ALUM. ALLOY 6063-T6 KICKPLATE ADAPTO 17 ALUM. ALLOY 6063-T6 .180.' .2so1 .0501, TYP. WEDGE ANGLE 19 ALUM. ALLOY 6063-T6 TED TYPE'E' MULLIO FULL HEIGHT SEE DET. TIGHT FITTING PANEL NP. WHERE OCCURS SNAP COVER Q OPENING — - SEE DETAIL 10 �-- SOLID PANEL BELOW SOLID PANEL BELOW #8 TEKS (al TOP, BOTT. 8 WINDOW WHERE OCCURS WINDOW WHERE OCCURS 18" O.C. BETWEEN TYP. EACH SIDE SLIDING GLAZING MULLION. 20 PANEL TO BE ION FULL HT., SEE 1 SOLID`PANEL MULLION" 21 T PANEL TO BE -WINDOW JAMB SEE DET. S&S 14 #6 TEKS Q TOP, BOTT. & 21' O.C. BETWEEN TYP. EACH SIDE SNAP COVER PER DETAIL - -E'E' 2 DET .O ch #8 TEKS Cat TOP FULL HEIGHT FULLHEIGHT MATED AND BOTTOM, TYP. ENDWALL CHANNEL. LL MALE & FEMALE SEE O SEE O U O @ DETAIL 029 co \ R 4 #8 TEKS @ TOP & BOT., TYP. LJ rANCL 'TOR, SEE 17 NOTE #8 L --'WEDGE 4 - SEE DET. 19 TYPE"NE" SHOWN TYPE "E" SIMILAR FIXED GLAZING KICKPLATE 22 ALUM. ALLOY 6063-T6 1' MINIMUM LAP SPLICE AT STIFFENER CONT. RAFTER CAP, TYPICAL CAP, SEE 12 GLAZING SEE NOTE # 07 Ic= (-1 43/4' X 3/4' X .050' X 7/8" LONG NOTE: NOTCH STIFFENER— CAP OVER RAFTER & RUN UNDER RAFTER CAP STIFFENER CAP SEE 09 & O GLAZING SEE NOTE #7 #8 TEKS (2}#BSMS #8 TEKS @12'O.C. RAFTERS @24" O.C. OR 48'O.C. SEE TABLE "A' & 4O FULL HEIGHT FEMALE, SEE O WINDOW JAMB v 1/8'0'POP'RIVET @TOP, BOT., &MID HT. TYP. #8 LAG @ 32' O.C. HOUSE/SIDEWALL 23 ALUM. ALLOY 6063-T6 ,-AT GLAZING SEENOTE #6 48"0.0.SEETABLE'A"`& 4O AT _SOLID PANEL tom. C-THRU RAFTER 24 ALUM. ALLOY 6063-T6 DOUBLE BACK SEALING OR TAPE, TYP. 27 n #8 SMS Ccs 12-O.C. 2s• • 6063-T6 ALUM. 3/4" x 3/4" x .050'W/2-# 8 SMS EA. LEG TO RAFTER • & STIFFENER RAFTER STIFFENER BETWEEN RAFTERS ROOF PANEL ' SEE ::�)8OSEE NOTE #6 DOUBLE BACK SEAL TAPE GLAZING / PANEL SPLICE 25 ALUM. ALLOY 6063-T6 32 12' 35 MIN. SLOPE 1/4.1 �i 2 4 zo FOR SLIDING DOOR *SEE NOTE: #8 'OPTIONAL SHED ROOF END WALL ELEVATION cc w z cD z w i 2% ZQL UJ Q'Kc WNi �O� Z�� x LL N�o 0, FOR SLIDING DOOR *SEE NOTE: #8 'OPTIONAL SHED ROOF END WALL ELEVATION cc w z cD z w i 2% ZQL UJ Q'Kc WNi �O� Z�� x LL CONTINUOUS STIFFENER CAP' j�TCH OVER RAFTER, SEE l nJ ('MINIMUM SECTION IENG TO BE 8'-0' GLAZING, SEE NOTE #7DOUBLE BACK PAGE 1A OF 13 SEALING TAPE (TYP.) W T 12' O.C!LT/"% WS'MER BAR SPLICE BETWEEN WASHER. RAFTERS 8 TO ADJACENT SPLICE TO ADJACENT SPLICE t GLAZING/GLAZING SPLICE _ f 26 ALUM. ALLOY 6063-T6 FULL HEIGHT 2"x3'x.062" 6063.76 ALUM. TUBE ROTATE 90II DOORJAMB @ 3' SYSTEM —I �✓ #8 TEKS @ 48-O.C. I I FULL HEIGHT I 6'-0' MAX. FEMALE PER 1 SLIDING DOOR SLIDING DOOR MULLION 28 FASCIA BOARD W! FRAMING CLIP TO EACH RAFTER CLIP SHALL BE E.R. RECONGNIZED FOR 350# LOAD EXIST. RAFTERS vi All. I ?--I 1 1/2" MIN. 'L" MAX `2 118 TEKS CAULK .1 CAULK. RAFTER, SEE 4 2414 TEKS/ T CONT. ATTACHMENT ' CHANNEL SEE O r WALL ATTACHMENT (27 ALUM. ALLOY 6063-T6 1 MAX 2400D SCREWS x.1 1/2" PENETRATION PROJ. 3 L.L.= 10 PSF L.L.= 20 PSF f10'-0" • 12d @ 16-O.C. `12d @ 8" O.C. 12'-0" _ ^ 12d @ 16" O.C. 14d @ 8" O.C. 14'-0" 12d @ 12" O.C. 16d @ 8" O.C. 16'-0" 16d @ 12-O.C. 18d @ 8" O.C. 18'-0" 18d @ 12" O.C. 20'-0" 20'-W 20d @ 12" O.C. 'NOTE: (2}WOOD SCREWS x 2' PENE. @16"O.C. • USE: BOLTED CLIP ANC CONNECTION 1' MAX.NOTCH 2x FOR NOTCHED 2x4 USE WALL ATTACHMEN ONLY. FOR OTHER RAF SEE EXISTING EAVES, TABLE H MAX.L.L.=" PROJ. 10 PSF L.L.=' 20 PSF' 11'-0" 12d 14d 12'-0" 12d 16d 14'-0" 12d 18d 16'-0' 14d 20d 18'-0" 14d 20'-0" 16d HEIGTH. TYP. 'NOTE: (2}WOOD SCREWS x 2' PENE. @16"O.C. e :LIP ANGLE L- 3"x5"x 114'W/ 314"0 M.B. EA. BOLTED CLIP ANGLE LRG, EA. RAFTER FOR WALL ATTACHMENT L -T_ CONNECTION SEE DETAIL 27 o x .. Y EXIST. EAVE ATTACHMENT 2999 WINDOW JAMB cZ - a AT 3" SYSTEM LSAME DER 4 X #8 TEKS @12"O.C: ALUMINUM TRIM MS 3' a u ALUMINUM TRIM 4 FULL HEIGTH FEMALE, SEEO AT 2" SYSTEM o -1u, " FULL HEIGTH TRACK, SEE O d #8 TEKS @ TOP, WINDOW JAMB BOTTOM & MID. Mme` HEIGTH. TYP. e �? O FULL HEIGTH FEMALE, SEE O W ~ On L FRONT WALL FULL HEIGTH 2x 3'x.125" ALUM. TUBE U FULL HEIGTH 3"SQ. x.125' @'X"$RACE OPTION & 2'x 3'x.120" ALUM. TUBE @'X' -BRACING OPTION & 3" A446 GRADE "C' GALV. STEEL EMBEDDED " SQ. x.120" A-446 GRADE 'C" GALV. STEEL POST OPTION. ATTACH TO TOP TRACK W! 8- #8 SMS 0 EMBEDDED POST OPTION ATTACH TO TOP TYPICAL CORNER 3(] "X'BRACE OPTION ALUM. STRAPS 1'x.062' W/548 TEKS EACH END AS SHOWN ( STRAPS MAY BE I I —'—' OMITTED WHERE STEEL ENDWALL POST ARE EMBEDDED INTO CONC.FOOTINGS I 1 AS SHOWN BELOW EMBEDDED POST OPTION NOTCH BOTTOM TRACK AND EMBED FULL HEIGHT STEEL POST ( SEE 0 ) T -O" MINIMUM INTO CONCRETE FOOT'G. I CONC. SLAB 1 1 3- #8 TEKS NEAR SIDE FOOTING (B EMBEDDED POSTS TO I FAR SIDE BE 18'0 x 3'4' DEEP --� ' I NEAR SIDE 8 a d FAR SIDE I e I' BOTTOM TRACK {BRACING AT CORNERS 31 rn LL. �O �O Y N END RAFTER NOTE: NOTCH STIFFENER CAP OVER RAFTER & RUN RUN UNDER RAFTER CAP II I I I I #8 TEKS @ TOP, I I BOTTOM & MID. I I HEIGHT, TYP. I I WEDGE 4 SEE #8 TEI BOTT( HEIGI- 4#8 TEKS EX CHANNEL r- ENDWALL CHANNEL PER O5 AT EACH ENDWALL MULLION. CHANNEL IS SAME WIDTH AS MULLION. ® SLIDING DOOR HEAD INSERT BETWEEN FULL HT. MULLIONS SEE 15 SNAP COVER SEE 10 AD, SEE SOR a DETAIL @BOTTOM SAME AS SECTION AO ENDIVALL SECTION -1 32 ri cc ccc C 2 W LL = V. • ra c G.LJJ ` L J T o I CIVI SHED ROOF TRACT -TYPE k__& ALUM. ALLOY 6063-T6 CONTINUOUS EXTRUDED ALUM. CAP ww/2- #8 TEKS TO EACH RAFTER TOP TRACK PER' 33 OR 34 TO SPLICE DIRECTLY OVER MATED "H" MULLION WITH 1 1/2"x.066* ALUM. P- 8"LONG W/448 TEKS EA.END 1.96° SNAP COVER PER DETAIL. 10 .065", .2" @ 2" SYSTEM N 1.125' 2.615" .348" @ 3" SYSTEM 5" 1.5° TYP. 3.255" A ST M 2.255 @ T 2" SYSTEM SHED ROOF TRACK TYPEE 34 ALUM: ALLOY 6063-T6 6" MIN. 6" MIN. RAFTERS @ 24-O.C. & 24" MAX. & 21 7/8" OR 48-O.C. SEE O4 MAX. CONT. ALUM. 4. 1 1/4"x1 1/4x.036" W/248 TEKS TO RAFTER = / & TOP TRACK zt 'SNAP COVER IS @ INSIDE FACE WHERE TRACK O IS USED 246 TEKS EACH SIDE, MATED -H- TO TOP TRACK 35 ch /M ASSEMBLED WINDOW ".125TEMPERED MODULE INSERT GLASS NET WT. NET WT:(2}LBS. 1.87 PSF MAX. W/GLASS:(16)-LBS. W/PLASTIC:(9)-LBS. i WINDOW_: _-- - INSERT HANDLE 36 (2) 6" MIN. & 21 7/8" MAX. *.125 TRANSLUCENT OR TRANSPARENT PLASTIC NET WT: NET WT:0.77 PSF WINDOW- MODULE" ELEVATION- 36 a USE INSERT SIDE RAIL NO. 1 FOR 70 MPH 1/8" TEMPERED GLASS W/O STIFF. 80 & 90 M.P.H. 1/8" ACRLIC 2 FOR 80 & 90 MPH, 1/8" TEMPERED W/ STIFF. GLASS a R.054" (4) .1C F.A.C./ID -161" REF.,, R.025"(7) 1/16" FULL R. I �4- (7) WINDOW INSERT TOP & BOTTOM RAIL ALUM. ALLOY 6063-T6 WINDOW' MODULE: SECTION.. \ "'l� TEMPERED GLASS - LABELING REQUIREMENTS SECTION 2402 - IDENTIFCATION 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 BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SECTION 2406.2 - IDENTIFCATION EACH LIGHT OF SAFETY GLAZING MATERIAL INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION 2406.4 SHALL BE INDENTIFIED BY A PERMANENT LABEL WHICH SPECIFIES THE LABELER, WHETHER THE MANUFACTURER OR INSTALLER, AND STATE THAT SAFETY GLAZING MATERIAL HAS BEEN UTILIZED IN SUCH INSTALLATION. 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 LABELING BUT SUCH GLASS BE IDENTIFIED BY THE MANUFACTURER WITH A REMOVABLE PAPER LABEL. 24.203 THE CATEGORY GLASS AS NOTED IN TABLE 24-2-A, SHALL BE SPECIFIED AS PART OF A PERMANENT LABEL. VOLUME 2, 1997 U.B.C. J JW W )Z �O C � O W Q = 2 . cn Z LL > O L C ~ 2 CD 04 6" MINIMUM 8 48" MAX. CLEAR OPENING " GLAZING MODULE: ELEVATION 36 0 ATTACHMENT HEIGHT RANSOM 52 3/4" CLEAR OPENING -. .040" TYPICAL 7 .562 _ 450 040" lL R.025(4) U O 6" MINIMUM 8 48" MAX. CLEAR OPENING " GLAZING MODULE: ELEVATION 36 0 ATTACHMENT HEIGHT RANSOM 52 3/4" CLEAR OPENING YPICAL KNEEWALL 540 R.046 SEE TABLE "D" .280" F.A.CJID.MARK .050" ,100" R.025" a I (4) M . F .3DREF II F c 24P^ .358"LIP Lu a Lu u I I 1/4t ra c .280" .1 I R .500" 1.125" 1.313" REF. .093"DIA. • � � .883" ''« r Rn° I .390" REF .1160" I ' .040" I f .00540 SERRATIONS(2) .230" .040" .340"RE 040" .562" WINDO_-WdNSERT -SIDE,RAIL 36 3/8"0 LAG BOLT, 3" MAX. ALUM. ALLOY 6063-T6 FROM EA. SIDE OF VERTICAL MULLION (2) -PER PANEL 3/8"0 LAG BOLT, 3" MAX. FROM EA. SIDE OF VERTICAL MULLION (2}PER PANEL STD. WASHER BOTTOM STD. WASHER �^ CHANNEL BOTTOM WOOD DECKING CHANNEL 2" I ENE. MIN. \ \ WOOD DECKING \ \ \ \ \\ 1 1/4"0 O.D. WASHER PLT. \\ ENCLOSURE ATTACHMENT \\ \ WOOD BEAM TO WOOD DECK 37 INISH GRADE NOTE: DECK DESIGN IS BY OTHERS~' 1 -. .040" M FULL R(7)240 .562 _ 450 040" lL R.025(4) U O 100" oV M .050" ti .750" LL 280" 1.225" 180" STIFFENER m 358" LIP - h 05" 1.125" .375" w v� R.046(4) .100" A 30"REF 280" .225" .540" VINDOW�INSERT .011" a V �r INTERL-OCKING'RAIL" °1$,: NOTE: ' COPE STIFFENER AT ENDS TO ALUM. ALLOY 6063-T6 CLEAR TRACK. m .562" YPICAL KNEEWALL 540 R.046 SEE TABLE "D" .280" F.A.CJID.MARK .050" ,100" R.025" a I (4) M . F .3DREF II F c 24P^ .358"LIP Lu a Lu u I I 1/4t ra c .280" .1 I R .500" 1.125" 1.313" REF. .093"DIA. • � � .883" ''« r Rn° I .390" REF .1160" I ' .040" I f .00540 SERRATIONS(2) .230" .040" .340"RE 040" .562" WINDO_-WdNSERT -SIDE,RAIL 36 3/8"0 LAG BOLT, 3" MAX. ALUM. ALLOY 6063-T6 FROM EA. SIDE OF VERTICAL MULLION (2) -PER PANEL 3/8"0 LAG BOLT, 3" MAX. FROM EA. SIDE OF VERTICAL MULLION (2}PER PANEL STD. WASHER BOTTOM STD. WASHER �^ CHANNEL BOTTOM WOOD DECKING CHANNEL 2" I ENE. MIN. \ \ WOOD DECKING \ \ \ \ \\ 1 1/4"0 O.D. WASHER PLT. \\ ENCLOSURE ATTACHMENT \\ \ WOOD BEAM TO WOOD DECK 37 INISH GRADE NOTE: DECK DESIGN IS BY OTHERS~' 1 TABLE "A" MAXIMUM PROJECTION - RAFTERS MAXIMUM DESIGN LOADS RAFTER 48" C/C RAFTER SPACING —10 RSF 20 PSF 70 MPH 80MPH90 MPH R. LIVE LOAD LIVE LOAD DET. 33 WIND WIND WIND DET. 33 DET. ® TRACK 10 PSF -20' -0" 18'-3" 14'-0" 16'-8" 20'-1" 16'-1c0" 14'-0" 20'-1" 20'-1" 20'-1" 22.01-1" //�C/l!* 48"C/C— 16'-9" 12'-6" 20'-111 201-1" *USE GLASS PER NOTE#7,OR SOLID PANEL PER NOT47, OR ACRYLIC* PER NOTE #7 (* AT CURVE ONLY) **USE SOLID PANEL PER NOTE #7, OR ACRYLIC *PER NOTE -#7 (*AT CURVE) TABLE "B" MAXIMUM PROJETION - FRONT WALL TOP TRACT t_ DESIGN 24" C/C RAFTER SPACING* 48" C/C RAFTER LOAD** TOP TRACK TYPE SPACING ** 2" SYSTEM 3e SYSTEM , ANY TOP DET. O3 DET. 3� DET. 33 DET. 34 DET. 3 DET. 3 DET. 33 DET. ® TRACK 10 PSF -20' -0" 18'-3" 14'-0" 16'-8" 20'-0" 18'=3" 14'-0" 16'-8" 16'-0" LIVE LOAD • f _ --. 20 PSF 14'-4" 10'-10" 11'-3" 9'-10" 14'-4" 10'-10" 11'-3" 9'-0" 12'-2" . LIVE LOAD 70 MPH WIND 20'-0" 18'-3" 14'-0" 16'-8" 20'-0" 18'-3" 14'-0" 16'-8" 16'-0" 80 MPH15'-8" WIND 15'-8" 9'-0" 15'-0" 151-8" 15'-8" 9'-0" 16-0" 15'-8" 90 MPH 13'-8" 13'-8" 7'-3" 12'-2" 13'-8" 13'-8" T-3" 12'-2" 13'-8" WIND RAFTERS TO OCCUR OVER MULLIONS AND MIDSPAN BETWEEN. ** RAFTERS TO OCCUR DIRECTLY OVER MULLIONS ONLY. TO USE THIS COLUMN A CONTINUOUS SPLICE ( PER DET. O MUST BE USED THE ENTIRE LENGTH OF THE TOP TRACK 4383-P DATE: 3/88 ACRD revtsed:l0nmt PATIO COVER & ENCLSURE BY: ,IW No, CTR4A I.C.B.O. E.S. FOX ENGINEERING INC. �y EVALUATION 0 ' bv: TAANNA Revered by KK. F 'THE C-THRU REVISION DATE: v/ C TH RU TR C^^ c CNK E JAMES M. FOX, STRUCTURA ENGINEER M ARC FN(.1 (l.Cl IRF* t[ INDUSTRIES INC. 4A OF 3 TABLE "C" MAXIMUM PROJECtION -'FRONT WALL MULLIONS MATED DESIGN LOADS MULLION "10 PSF.LIVE LOAD 20 PSF LIVE LOAD TYPE 70 MPH 80 MPH 90 MPH 70 MPH 80 MPH 90 MPH 13'-9" WIND WIND WIND WIND WIND WIND 2" -NE 12'-3" 14'-0" 11'-0" 6'-9" '-10" 11'-7" 14'-0" DETAIL10 20'-0" 15'-8" 13'-8" 14'-4" 12'-5" 12'-5" 3" -NE 101-0" 4'-9" V-3" 8'-2" 9'-11" DETAIL D 20'-0" 15'-0" 13'-8" 14'-4" 14'-4" 14'-4" 2"- E DETAIL 1@ 20'-0" — — 14'-4" — — 3"- E. DETAIL 10 20'-0" 15'-8" 13'-8" 14'-4" 14'-4" 14'-4" GENERAL NOTES & SPECIFICATIONS, CONTINUATION 14. A PERMANENT LABEL CONSPICUOUSLY LOCATED ON ROOF PANEL FRAMES MUST BEAR THE MANUFACTURER'S NAME AND ADDRESS, MODEL NUMBER AND EVALUATION REPORT NUMBER. AT LEAST ONE CONSPICUOUSLY LOCATED PERMANENT LABEL IS REQUIRED ON SOLARIUMS AND PATIO COVERS. 15. GLASS MUST BE LABELED ON ACCORDANCE WITH SECTION 2402 OF THE U.B.C., 1997 EDITION. 16. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASS. WHEN APPROVED BY THE BUILDING OFFICAL, LABELS MAY BE OMITTED, PROVIDED AN AFFIDAVIT IS FURNISHED BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. IDENTIFICATION OF GLAZING IN HAZARD AREAS SHALL BE IN ACCORDANCE WITH SECTION 2406.2 OF THE 1997 U.B.C. TABLE "D": MAXIMUM PROJECTION - "X" BRACE OPTION 6'-2" - 70 MPH WIND 12'-10" 9'-0" MAXIMUM ENDWALL HEIGHT (MINIMUM KNEEWALL HEIGHT 9'-11" .'12".' t 16" 22" -28" 8'-0" 8'-0---.- 10'-0" 13'-9" 1'4'-0"'- 91-0. 7'-6" 9'4" 12'-11" 14'-0" 10'-0" 7'-1" 9'-4" 12'-3" 14'-0" 11'-0" 6'-9" '-10" 11'-7" 14'-0" 12'-0" 6'-5" 8'-5" 111'-1" 13'-4" 8'-0" 6'-2" 8'-0" 10'-7" 12'-10" 9'-0" 5'-9" T-7" 9'-11" 12'-1" 10'-0" 5'-5" 7'-2" 9'-5" 11'-5" 11'-0" 5'-2" 6'-9" 8'-11" 10'-10" 12'-0" 90 MPH WIND 8'-0" 5'-4" 7'-0" 9'-2" 11'-2" 9'-0" 5'-0" 6'-7" 8'-8" 10'-6- 101-0" 4'-9" V-3" 8'-2" 9'-11" TABLE "E" MAXIMUM PROJECTION - EMBEDDED POST OPTION* MAXIMUM ENDWALL HEIGHT BASIC WIND SPEED AREA 70 MPH 80 MPH 81-0" 20'-0" 15'-8" 9'-0" 19'-3" 14'-10" 10'-0" 18'-3" 14'-0" 11'-0" 17'-3" 13'-3" 12'-0" 16'-5" — * ANY KNEEWALL HEIGHT MAY BE USED. TABLE "F" :MAXIMUM ENDWALL MULLION * HEIGHT 70 MPH WIND MAXIMUM MULLION SPACING MATED MULLION TYPE 2" SYSTEM 3" SYSTEM DET. M DET. 2 DET. 1 DET. 2 48"C/C 9'-6" 8'-1" 12'-0" 11'-2" 42"C/C 10'-2" 8'$" 12'-0" 12'-0" 36"C/C 10'-11" 9'-4" 12'-0." 12'-0" 80 MPH WIND 48"C/C 8'-4" T-1" 10'-11" 9'-10" 42"C/C 8'-11" T-7" 11'-0" 10'-6" 36"C/C 9'-7" 8'-2" 11'-0" 11'-0" 90 MPH WIND 48"C/C 7'-9" — 10'-0" 9'-2" 42"C/C 8'-3" — 10'-0" 9'-9" 36"C/C 8'-11" T-7" 10'-0" 10'-0" 90 MPH 13'-8" 12'-10" 121-2" * STANDARD ENDWALL MULLIONS PER 20 21 OR@ WHERE SLIDING DOOR DOES NOT OCCUR OR IS NOT a ir LLJLu z We W zd: 0i Z]i it UJ w`�� z U. Z:� w" XWL O ; 0- OD� ML .0 w o� mQ Lw TABLE "G" MAXIMUM STRUCTURE LENGTH - SEISMIC ZONES BASIC WIND SEISMIC ZONE " L" MAXIMUM 10 PSF LIVE LOAD;70,80&90 MPH WIND SPEED 7'-0" 10'-0" 13'-0" 2x6 NOTCHED 12'-0" AREA ZONE 4 ZONE 3 ZONE 2B ZONE 2A ZONE 1 70 MPH 43'-0" 57'-0" 86'-0" 100'-0" 100'-0" 80 MPH 58'-0" 77'-0" 100'-0" 100'-0" 100'-0" 90 MPH 68'-0" 90'-0" 100'-0" 100'-0" 100'-0" TABLE "H" EXISTING EAVES" RAFTER SIZE MAXIMUM PROJECTION 20'-0" 14'-4" 111'-4" " L" MAXIMUM 10 PSF LIVE LOAD;70,80&90 MPH WIND 2x4 FULL 7'-0" 10'-0" 13'-0" 2x6 NOTCHED 12'-0" 16'-0" 19'-0" 2x6 FULL 18'-0" 23'-0" 23'-0" 2 x 8 NOTCHED - 22'-0" 28'-0" 32'-0" 2x8 FULL 29'-0" 36'-0" 41'-0- 20 PSF LIVE LOAD;70,80&90 MPH WIND 2x4 FULL 6'-0" 8'-0" 2x6 NOTCHED 10'-0" 13'-0" 2x6 FULL 14'-0" 19'-0" 2x8 NOTCHED 19'-0" 23'-0" 2x8 FULL 26'-0" 30'-0" EXISTING RAFTERS SHALL HAVE A MINIMUM GRADE: NO.2 MINIMUM SPECIES: DOUGLAS FIR - LARCH TABLE "I" CURVED ROOF ACRYLIC' DESIGN LOAD" MAXIMUM RAFTER SPACING 24" O.C. I 48" O.C. MAXIMUM ACRYLIC THICKNESS 10 PSF LIVE LOAD •125" .125" 20 PSF LIVE LOAD .125" .125" A 'SEE CURVED ROOF ENDWALL ELEVATION DWG. CTR -1A FOR LOCATION. ACRYLIC IS ICI ACRYLICS, INC. PERSPEX CP, RECOGNIZED IN I.C.B.O. E.S. EVALUATION REPORT 5411 P , M vILLe' O • �U �v m W W Z Z� W1 O i Z : ZUi w: W' i ZX: 50( LL Z NN�f W' O8( ff: : • 4 A .18 .25 1; END WALL ELEVATION .275" F2511 00" 3.225" TYP. WALL = .100" U.N.O. ( ALUM. ALLOY 6063-T6) ROOF RAFTER WITH STEEL BEAM INSERT ,1.8125 N r - Ci C O Lo N 0.250 a N c; e q CIFd �z .0 ALTERNATE "I" BEAM INSERT o � m J STEEL, ASTM A36 �? w ALUM. ALLOY 6061-T6 CONTINUOUS STIFFENER CAP' NOTCH OVER RAFTER SEE 9 ('MINIMUM SECTION LENGTH TO BE 8--0") 1.750 062" .437" :156" L 310" STIFFENER CAP GLAZING SEE NOTE # 7 ON SHT. 1 #8 SMS @ 12.O.C.% 12'0 SEALER WAS GLAZING/GLAZING SPLICE ALUM. ALLOY 6063-T6 r GENERAL NOTES: 1. THIS SHEET SHALL BE USED IN CONJUNCTION WITH I.C.B.O. E.S. EVALUATION REPORT NO. 4383-P 2. GLASS ROOF SHALL CONSIST OF 3/16" THICK TEMPERED GLASS (FD = 8,000 P.S.I.) RAFTERS AND GLAZING SPLICE BAR SHALL BE LIMITED TO L/175 DEFLECTION. REFER TO I.C.B.O. REPORT NO 4383-P FOR COMPONENT INFORMATION. 3. FOAM ROOF OPTION SHALL CONSIST OF 3° THICK, 1.2 P.S.F. WITH .024' ALUMINUM FACING EACH SIDE ( ALUMINUM ALLOY 3105 H154, OR EQUAL) AS MANUFACTURED BY ELITE PANEL PRODUCTS, INC. MAXIMUM SPAN =4--0- 4. 4'-0"4. TUBE INSERT SHALL BE STEEL, A.S.T.M. A-36. 5. REFER TO I.C.B.O. E.S. EVALUATION REPORT NO. 4383-P, FOR ALL OTHER INFORMATION. In If r N `'/ TABLE "J" MAXIMUM PROJECTION - RAFTER W/ STEEL INSERT O MAXIMUM FOAM ROOF PANEL U RAFTER DESIGN LOADS `- SPACING L.L.=10 L.L.=20 L.L.=25 L.L.=30 L.L.=35 L.L.=40' L.L.=50 L.L.=60 P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. m 24"O.C. 27'-2" 22'-8" 20'-10" 19'-11" 18'-7" 1T-4" 15'-8" 14'-4" 48"O.C.Z 21'-0" 16'-10" 15'-3" 14'-1" 13'-1" 12'-4" 11'-1" 10'-2" U Lu � g~� a V z TABLE "K" MAXIMUM PROJECTION - RAFTER W/ STEEL INSERT MAXIMUM GLASS ROOF PANEL RAFTER DESIGN LOADS SPACING L.L.=10 L.L.=20 L.L.=25 L.L.=30 L.L.=35 L.L.=40 L.L.=50 L.L.=60 ° iW W N W � 24"O.C. 16'-2" 15'4" 14'-5" 13'-8" 13'-1" 12'-7" 11'-9" 11'-1" a 48"O.C.1 1 1 2 2 2 3 m 13'-8" 12'-3" 11'-6" 10'-11" 10'-5" 10'-0" 9'-4" 8'-10" lL R K ' x 1- 2 LL TABLE "L" MAXIMUM PROJECTION - RAFTER W/ ALUMINUM INSERT = ra MAXIMUM FOAM ROOF PANEL RAFTER DESIGN LOADS SPACING L.L.=10 L.L.=20 L.L.=25 L.L.=30 L.L.=35 L.L.=40 L.L.=50 L.L.=60 P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. 24"O.C. 23'-7" 19'-6" 18'-3" 17'-3" 16'-6" 15'-10" 14'-9" 13'-11" i 48"O.C. 18'-8" 15'-5" 14'-6" 13'-8" 13'-1" 12'-4" 11'-1" 10'-2" W W u)( o. TABLE "M" MAXIMUM PROJECTION - RAFTER W/ ALUMINUM INSERT U. MAXIMUM GLASS ROOF PANEL W I; RAFTER DESIGN LOADS SPACING L.L.=10 L.L.=20 L.L.=25 L.L.=30 L.L.=35 L.L.=40 L.L.=50 L.L.=60 P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. 24"O.C. 14'-4" 12'-7" 12'-1" 11'-7" 11'-3" 10'-11" 10'-2" 9'-7" Y 48"O.C.1 12'-2" 10'-7" 1 10'-0" 1 9'-5" 2 9'-0" 2 8'-8" 8'-1" 2 7'-8" 3 � " 3 FOOTNOTES: c ' a 1. USE GLAZING SPLICING BAR WITH GLAZING BAR CAP AT 24" O.C. MAXIMUM. a r 2. USE GLAZING SPLICING BAR WITH GLAZING BAR CAP AT 16" O.C. MAXIMUM. °r d 3. USE GLAZING SPLICING BAR WITH GLAZING BAR CAP AT 12" O.C. MAXIMUM. w� a C5:) ac Q UW