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9560 (PAT)444 P.O. BOX 1504 Building78-105 CALLE ESTADO Address 43-9€ 01ORLON CRT. LA QUINTA, CALIFORNIA 92253 DON ROBERTS Mailing Address SAME City Zip Tel. LA QUINTA, C1 92253 1 345-2105 Contractor § bj e u Const. UNIVERSAL CONSTRUCTION Mech. Address Electrical 501 S. STATE COLLEGE S.M.I. City Zip Tel.: 4 FULLERTON 92631 870-4646 State Lic. City & Classif. 595317 Lic. # Arch., Engr., Designer REMARKS Address I Tel. CityI Zip I State I Lic. # I/ LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of,the Business and Professions Code 'and my license_is'in full force and effect. ; " l y,(, ; t' SIGNATURE A " f - - r DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such. permit to rile a-fsigned statement thatheis licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he 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 ($500). ' ❑ 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such .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 did not build or Improve for the purpose of sale.) O I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Seca 7044, Business and,Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for.this reason Date Owner. WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. .Company ❑ Copy.is filed with the city. . ❑.Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit Is for one hundred dollars ($100) valuation or less.) i ,f j I certify that in the performance ofrthg 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+ _— Date '`+�) {Owner NOTICE ?TO APPLICANT: Il, ager making this_ Certificate o/ Exemption you shoultl become subject to the Workers' Compensation provisions o/ the Labor Codd you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is'a building permit when'properly filled out, signed and validated, and is subject to expiration it work thereunder is suspended for 180 days. 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 construction, and hereby authorize representativW— i f this city ito enter the/above-. mentioned property for inspectior?purposes.i Signature of applicant -it i�" A`j - Date f Mailing Address t r City, State, Zip No. 9560 BUILDING; TYPE C0 ST.PATIO C00�CRCRGRP R-3 A.P. Number Legal Description Project Description ALUMINUM LATTICE PATIO' COVER ICBG 2621P Sq. Ft. No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑- Repair ❑ Demolition ❑ ra_Atzt*, 4A tQ-71 AV -4 a.—;1 10 ZONE: - BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center.Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: Estimated Valuation $4,000.00 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. § bj e u Const. 40.95 Mech. Electrical Plumbing S.M.I. .40 Grading Driveway Enc. Infrastructure TOTAL 04.35 REMARKS ra_Atzt*, 4A tQ-71 AV -4 a.—;1 10 ZONE: - BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center.Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMJING FEES 1ST FL. SQ. FT. ® $ 2ND FL SQ. FT. ® POR. SO. FT. ® GAR. SO. FT. ® CAR P. I SO. FT. ® WALL SQ. FT. ® SQ. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation' SLAB GRADE FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM. FAN EVAP.COOL HOOD. SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER SEWER OR SEPTIC TANK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED DUCT WORKROCK LAUNDRYTRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. ' TEMP USE PERMIT SVC 'WATER CLOSET' COMPRESSOR ..HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SO. FT. ®c ,BATH TUB SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 1% c SEWAGE DISPOSAL BOND BEAM SO.FT.GAR ® V4c HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE EPLCK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS , SEWER OR SEPTIC TANK ROUGH WIRING. DUCT WORKROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL V 44 GAS (FINAL) TEMP. POLE GROUT WATER .HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. It FINAL INSP. FRAMING t7 t G O1 l L FINAL INSP. ROOFING (/ I O :�/I. b0/l �/� ( C. D REMARKS: VENTILATION FIRE ZONE ROOFING: FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION' V CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINTf1ALS GARDEN WALL FINAL GENERAL NOTES: (CONTINUED FROM SHEET NO. I ) NOTE: EXPOSURE "B" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARITIES 20 FOOT OR MORE IN HEIGHT COVERING AT LEAST 20 PERCENT OF THE AREA EXTENDING ONE NILE OR MORE FROM THE'SITE. EXPOSURE "C" HAS TERRAIN WHICH IS FLAT AND GENERALLY EXTENDING ONE-HALF MILE OR MORE FROM THE SITE. ® CONCRETE MIX: 1:2 1/2:3. 7.5 GAL. WATER PER SACK CEMENT. •Fe-2000PSI 28 DAYS. ® FOOTINGS HAVE BEEN DESIGNED FOR CLA% 5 SOIL. ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUC- TURES SUPPORTED BY FLAGPOLE 'TYPE COLUMNS ARE NOT ADVERSELY AFFECTED BY'A 1/2 INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN'ALLOWABLELATERAL SOIL BEARING -PRESSURE OF 200 POUNDS'PER SQUARE FOOT PER FOOT OF DEPTH. SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVES- TIGATION AMD SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF E BUILDING OFFICIAL, ; 7 ALUMINUM BOLTS TO BE 2024-T4. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR HICLES PER LOCAL BUILDING CODES. CHAPTER 49 PATIO STRUCTURES 9 NOT BE USED.FOR PARKING OF MOTOR VEHICLES. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MATTER. STEEL BOLTS SHALL BE ASTM A-307. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY 59 USED. ® STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR CAD. PLATED. ®HIGH STRENGTH BOLTS SHALL BE ASTM A-325. fiMBEDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY. SURFACES. ® CONCRETE SHALL BE�•A-MINIMUM OF 3.5 INCHES THICK AND NO CRACKS • 'WITHIN 2'-6" OF COLUMNS. COLUMNS SHALL BE SET BACK A MINIMUM OF 4" FROM EDGE OF SLAB. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000PSI AT 28 DAYS'. - ® PATIO 'STRUCTURES ARE DESIGNED IN ACCORDANCE WITH CHAPTER 49 OF THE UNIFORM BUILDING CODE:* 10. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. - " HI ALCAN h INCH ALUMINUM BEAMS TO BE PER I.C.B.0. E S EVAL- UATION REPOR NO. 3125P. 09. _PAT,IO STRUCTURES MAY "BE ENCLOSED WITH OPEN MESH INSECT SCREENING AND REMOVABLE TRANSLUCENT FLEXABLE PLASTIC OF NOT MORE THAN 20 MILS THICKNESS OR OF 1/8" RIGID PLASTIC SHEET. FOR USE WITH SINGLE SPAN STRUCTURES ONLY. PR1:A FoR .�_ Pss .• •tie, vm- W 'Nu. 13'5] I r• I ; s / +r i 1)) vp i • If OF CA\ItV� -j:T . m "SKY ENCLOSURES DESIGNED FOR LATERAL LOADS PER DESIGN LOADINGS FOR CHAPTER 49 PATIO STRUCTURES. ® THE, 25, 30, 40 AND 60 POUND PER SQUARE FOOT LIVEL'OAD STRUCTURES ARE DESIGNED LATERALLY FOR WIND LOAD AND 1/2 THE SNOW LOAD ACTING SIMULTANEOUSLY. ® STRUCTURES MAY tE ATTACHED TO RAFTER OVERHANGS PER SCHEDULE. PATIO ENCLOSURES MAY BE ATTACHED TO 3.3 INCH THICK CONCRETE SLABS. rEFC] PATIO ENCLOSURES MAY tE USED WITH AND IN ACCORDANCE WITH STRUCTURES APPROVED FOR ENCLOSURES. ® SOLID WALL PANELS SHALL COMPLY WITH ANI.C.B.O. ES EVALUATION REPORT ® SOLID WALL PANELS SHALL BE IDENTIFIED BY DECALS AT�OME END OF 4' X S' PAMELC, GIVING THE MAKE AND ADDRESS OF THE MANUFACTURER, PANEL. TYPE AND I.C.B.O.E S EVALUATION REPORT NUNBER. ® FULL HEIGHT CORNER PANELS WITH A MAXIMUM -HORIZONTAL DIMENSION OF 16 INCHES MAY t[ USED AT -EACH END OF AM ELEVATION, SUBJECT TO THE REQUIREMENTS OF GENERAL NOT[ MUKtER 2t. 28. WHERE EMCLOSUR[S ARE REQUIRED TO ME LEFT OPE: UMD[R-SECTION 4901 Of THE APPENDIX TO TNI UNIFORM BUILDING CODE, THE MINI tlUtl OPEN AREA OF THE LONGER WALL AND ONE ADDITIONAL WALL SHALL BE 65 PERCENT OF THE AREA BELOW 6'-A" OF EACH WALL MEASURED FROM 'THE FLOOR. ® PATIO ENCLOSURES ARE DESIGNED IN ACCORDANCE WITH CHAPTER 49 OF THE UNIFORM BUILDING CODE.., ® PATIO ENCLOSURES SHALL BE USED ONLY FOR RECREATIONAL:; OUTDOOR LIVING PURPOSES AND NOT AS STORAGE ROOKS OR HABITABLE ROOKS. GENERAL NOTES FOR LATTICE STRUCTURES ( PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 35017 B 35018 ) 1� SEE DWG. NO. 35003 SHEiT NO. L. SECTION 4A FOR LIVELOAD AND WINDLOADS. A. UPLIFT BASED ON`M[THOD 2,(PROJECTED AREA METHOD) 70 MILE PER HOUR WIND SPEED - UPLIFT PRESSURE- •. 7.5 POUNDS PER SQUAR[-FOOT - 7.5PSF _ 90 MILE PER HOUR WIND SPEED - UPLIFT PRESSURE - 11.25 POUNDS PER SQUARE FOOT - 11.25PSF F2 OPEN LATTIC['STRUCTURES SHALL NOT BE 3NCLOSED. STRUCTURES WITH SOLID ROOF SHEATING MAY BE ENCLOSED. ! r C 6D. ES &ALUAT04 RERORZ N0. 2f.2-1 P . REVISIONS JAAL:OAAX BUILDING PRODUCTS REV.(M PSR C e�aa.moaCrs o[vn o.u(xr .x0 (xG•x(E..x4^LVM!r1UM. U NoIEL fq2 DnAwm eT: ACM ever .A a eee. • . . af',xi C. 2'y CHV -IJP - ecus: onAwi.a o:r A.T ADW. EvNal A7q e i Poti7 - 7!:,, 9s ' oATe: oeAw.�o i'•. Re„Fo, sn V ec .4.,.113_. 0 .�•Ai D .e. 35003 12,;g 1 GENERAL NOTES: Flj DESIGN IN ACCORDANCE -WITH THE UNIFORM BUILLING CODE, 1985 ITION. 2 ALUMINUM DESIGN IN ACCORDANCE WITH LATEST EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 28 OF THE UNIFORM BUILDING CODE. N SACH BUILDING PERMIT SHALL BE ACCOMPANIED BY TWO COMPLETELY MEMBIONED PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED STRUCTURES. 0 DESIGN LOADINGS: AO CHAPTER 49 PATIO COVERS: LIVELOAD: 10 POUNDS PER SQUARE FOOT - 20 POUNDS PER SQUARE FOOT 25 POUNDS PER SQUARE FOOT 30 POUNDS PER SQUARE FOOT 40 POUNDS PER SQUARE FOOT 60 POUNDS PER SQUARE FOOT WIND LOAD: DESIGN BASED ON METHOD 2 (PROJECTED AREA METHOD) 70 MILE PER HOUR WIND SPEED -WIND PRESSURE = CQ" X 10 POUNDS PER SQUARE FOOT = 13 PSF 80 MILE PER HOUR WIND SPEED -WIND PRESSURE = CQ" X 13 POUNDS PER SQUARE FOOT = 16.9 PSF 90 MILE PER HOUR WIND SPEED -WIND PRESSURE = CQ" X 15 POUNDS PER SQUARE FOOT = 19.5 PSF • CO FACTOR • 1.3 HORIZONTAL ANY DIRECTION PER TABLE 23-H UPLIFT: DESIGN BASED ON METHOD 2 (PROJECTED AREA METHOD) 70 MILE PER HOUR WIND SPEED -UPLIFT PRESSURE _ 10 POUNDS PER SQUARE FOOT = 10 PSF 80 MILE PER HOUR WIND SPEED-UPLI^T PRESSURE = 13 POUNDS PER SQUARE FOOT = 13 PSF 90 MILE PER HOUR WIND SPEED -UPLIFT PRESSURE = 15 POUNDS PER SQUARE FOOT = 15 PSF COMMERCIAL STRUCTURES: IVELOAD: 20 POUNDS PER SQUARE FOOT 25 POUNDS PER SQUARE FOOT 30 POUNDS PER SQUARE FOOT 40 POUNDS PER SQUARE FOOT 60 POUNDS PER SQUARE FOOT X Mll %, it i �` • _ WIND LOAD: EXPOSURE "B": - 70 MILE PER HOUR VIND SPEED -WIND PRESSURE CE- X CQ•• X 13 POUNDS PER SQUARE FOOT • 11.83PSF 80 MILE PER HOUR WIND SPED -WIND PRESSURE CE- X CQ-- X 17 POUNDS PER SQUARE FOOT • 13.47PSF 90 MIL[ P[R XOUR WIND SPEED -WIND PRESSURE CK. X CQ•• X 21 POUNDS PER SQUARE FOOT • 19.11PSF EXPOSURE "C": 70 MILE PER HOUR WIND SPEED -WIND PRESSURE • CR- X CO-- X 19 POUNDS PER BQUAR[ FOOT • 20.2BPSF 80 MILE PER HOUR WIND SPEED -WIND PRESSURE - CE. X Co.. X.17 POUNDS PER SQUARE FOOT • 26.52PST 90 MILE PER HOUR WIND SP[[D-WIND P09SBURE - CK- X CQ-- X 21 POUNDS PER SQUARE FOOT a 32.76PSF • COMBINED HEIGHT, EXPOSURE AND GUST FACTOR COEFFICIENT CE IS 0.7 FOR EXPOSURE "B" AND 1.2 FOR EXPOSURE "C" PER TABUE 23-G. •• PRESSURE COEFFICIENT I3 1.3 HORIZONTAL IN ANY DIRECTION PER TABLE 23-H. UPLIFT: EXPOSURE "B": 70 MILE PER HOUR WIND SPEED -WIND PRESSURE CE- X CQ-- X 13 POUNDS PER SQUARE FOOT • 10.92PSF 80 MILE PER HOUR WIND SPEED -WIND PRESSURE - CE- X CQ-- X 17 POUNDS PER SQUARE FOOT • 14.14PSF 90 MILE PER HOUR WIND SPEED -WIND PRESSURE - Cl- X CQ•• X 21 POUNDS PER SQUARE FOOT • 17.64PBF EXPOSURE "C": 70 MILE PER HOUR WIND SPEED -WIND PRESSURE • CE- X CQ-- X13 POUNDS PER SQUARE FOOT • 19.72PSF 80 MILE PER HOUR WIND SPEED -WIND PRESSURE CK- X CQ-- X 17 POUNDS PER SQUARE FOOT • 24.48PSF 90 MILE PER HOUR WIND SPEED -WIND PRESSURE CE . X CQ-- X 21 POUNDS PER SQUARE FOOT • 30.Z4PSF • COMBINED HEIGHT, EXPOSURE AND GUST FACTOR COEFFICIENT IS 0.7 FOR EXPOSURE "B" AND 1.2 FOR EXPOSURE "C" PER TABLE 23-G. •• PRESSURE COEFFICIENT IS 1.2 UPWARD FOR OPEN STRUCTURES PER TABLE 23-H. REV 1510145 �1 A"AAAXADMINeAL eul0•,o,•oouns BUILDING PRODUCTS ALUMINUM ftv. 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(C1 1 r L ♦ wln, Ojai O. 0 i 40 o m OD 89 ID -71 ou w N� m7kkp 3 1 e iF 73 I� 7p 1°� ' in m E < vTjx N jj x� x m IN ;jIFri ,71o rn SCHEDULE FOR ATTACHED LATTICE PATIO STRUCTURES - 10 PSF LIVE LOAD -70 9f 90 MPH RAFTER MAILIMUM COLUMN SPACING AND FOOTING SIZE TYPE 2 - 2"1 6-1/2"1.029" HEADER 3"a 8" 1 0.030" HEADER 1 3'1 8"10.038" HEADER COLUMN SPACING IFOOTING I COLUMN SPACING IFOOTING I COLUMN SPACINGFOOTING ON SLA W T SIZE SIZE yy SIZE 10' 2"XWX. 024" 10' - S" 1 10' - 5"1 d= 21"18' - 11" 8' - 11" I_ d=_ 20"_ 1_ 10' _ 9" �' - d d= 2r 2Xlo/z oft 3XB" C4FT"_c SSE- afE:aUL& FOf_ 14' 1 3"x8" x.030„ 1 81 -1011 1 81 -10111 D " 3"x8" x.036" _ 8' .- 3" 8r _ 3" 23n 6' _ 4n 6r _ 4D r _ D r_ irr '—(d' �'—I�• 3 PAST ±{CAOELwRT�'�pir' le' " D - .r _err _ — d��- j _ _ rr _ _ ZS '1 zv 3"x8" x.042" 6' _1o'r _ 6' -10" 7' - 7" 24" -IC - O' ALTERNATE Z - Z x (o%$ HFADF-FZ5 3If ON SLI$" INCLUDES ATTACHING COLUMN TO S^Ftj'! +TAKE OFZ.AI3Esco F�Lj'HA-HcHoIC: =t-usF o'OL-)' THIC}L 60L-LMN WITH 16"l-10 ZD" it 0 TWO COLUMN3_M1NIr4UH.RxCAU1RE-P- WIfiTHj uSuJCr FCC1rIN&5 4)-4x& vOUgLAS FI(C-LAFtCJI t�2 DWOO HEAGt=_IZ I LAY 02 'w6�ITU(E0 FOfiL 31!ic6r!ALUM: HE^MK • L13E. COI.Ur'1N sPAG. FKOM 34RAx/� xv.04Z ALuM • H VK : mROJECTI011_UNENCLOSED MINIMUM LENGTH OF STRUCTURE REO D W/6" PANEL PARALLEL TO DWELLI Nr, ENCLOSED PANEL JOINT CONNECTIONS -NO. OF#10 SMS REO'D PER JOINT UNENCLOSED ENCLOSED 70 MPH B 90 MPH 70 MPH B 90 MPH 70 MPH 90 MPH 70 MPH 90 MPH 16, 5 - 0" 7'-- 6" 2 2 7 10 6- 0 9- 011 2 3 8 11 N' 7.- 0 0' .- 6 2 3 9 13 - - Or' 3 4 10 15 fB• - 13':- 6 3 4 11 17 3x 3 ALUM, COwMN- lul-ull 5 - 0 3 4 13 19 �A' SCHevvULr- CIixFT FOR RAFTS SIZE 5F -F- T !01 FBF FoR No. F04'91 SCHe LLL-- AWVF-. MIN: A�{{,�„ PANEL PANEL Jo1NT PANEL- JOINT C0N Nf_CT IOIJ DETAIL. PRMTOJA4LLERa4E_I ,. NoTEs ;: I.' MIZ 6eNERAL I4oT'E5 see . PW4.4 3�009� 3HT5 14 2 OF 13 2: Poft P.LT ftO -Ti elve I ATTAC.HrrHT Op F`FM116 �cl IN 1�W4. 350o'!!,I -5HT. " TRU rine 13, OF 1!5, M AIL_ ffdjn .�. FoR SEN srA� � AOfft�O I ANCHOF PETAIL915er W4 SHT• 16 OF 17. . �TR fwTe HOER HBO 12 Sipe PLlTe o(t1C3Wr141 : CONNECTIONS,. Te IC To HNN. Arlo r1N ' . .T -o. FoOTINU aft COIJCReTE: 'SL^15 ATTAC.HMENT5 5EE. PO4- # 5501'7 5HT5.9,15 411 OF r I 5, pc514N eafR U.i4•C.1 1995EOTION, r-rV�PfER. 49 . ESSI L,1; 1.1 �. /4�—`, ND 679.1 G�' —yl ciln!u�nca Orr. ,YZI cor4c.,-Z� 5t -AD - 56E NvTP # 19 ON PeJ4. 4550031 5HT. z of 13. 1x4".-0bl oft 2 xb'x .G'1h"ALUM LAUUNP:=TYPE LATTICE STKUCTUIZE W / G" PANELS PARALLEL TO DWELLING IC b() ES E\/ALLWr10NRE?OWT HO. '',6a1 REVISION5 1,XA"AAAX BUILDING PRODUCTS ��(, µt"p."p"'K'� e•IrO�w!„r •wD /wpr„��uw0 �� AIUMiNUM Qr.ic.,•G'S vKC 7�Pf"� 3-13-a4 3501? � ALUM. X^FTW5% 01 ALUM. HeA,"Fc sea.-�cz,+ewL.a . -AL-Le{�i•InTn �4 K 9 R p: FoR *•Ize.r. Nr.veR. :. PLXIt - AI_ 1�Te . OFT.* CONC.SLM 2 flG D, j�; 'SIGk. P1RFG , I"ETY STAKE of 3x 3 ALUM, COwMN- Pee5W /vJCHOR A-LTeRN�"T) 4x-4 F.F. W 1 TH : CON CrtETle . . FOOrINA TYrIC,.L: SIDE VIEW �A' SCHevvULr- CIixFT FOR RAFTS SIZE 5F -F- T !01 FBF FoR No. F04'91 SCHe LLL-- AWVF-. MIN: A�{{,�„ PANEL PANEL Jo1NT PANEL- JOINT C0N Nf_CT IOIJ DETAIL. PRMTOJA4LLERa4E_I ,. NoTEs ;: I.' MIZ 6eNERAL I4oT'E5 see . PW4.4 3�009� 3HT5 14 2 OF 13 2: Poft P.LT ftO -Ti elve I ATTAC.HrrHT Op F`FM116 �cl IN 1�W4. 350o'!!,I -5HT. " TRU rine 13, OF 1!5, M AIL_ ffdjn .�. FoR SEN srA� � AOfft�O I ANCHOF PETAIL915er W4 SHT• 16 OF 17. . �TR fwTe HOER HBO 12 Sipe PLlTe o(t1C3Wr141 : CONNECTIONS,. Te IC To HNN. Arlo r1N ' . .T -o. FoOTINU aft COIJCReTE: 'SL^15 ATTAC.HMENT5 5EE. PO4- # 5501'7 5HT5.9,15 411 OF r I 5, pc514N eafR U.i4•C.1 1995EOTION, r-rV�PfER. 49 . ESSI L,1; 1.1 �. /4�—`, ND 679.1 G�' —yl ciln!u�nca Orr. ,YZI cor4c.,-Z� 5t -AD - 56E NvTP # 19 ON PeJ4. 4550031 5HT. z of 13. 1x4".-0bl oft 2 xb'x .G'1h"ALUM LAUUNP:=TYPE LATTICE STKUCTUIZE W / G" PANELS PARALLEL TO DWELLING IC b() ES E\/ALLWr10NRE?OWT HO. '',6a1 REVISION5 1,XA"AAAX BUILDING PRODUCTS ��(, µt"p."p"'K'� e•IrO�w!„r •wD /wpr„��uw0 �� AIUMiNUM Qr.ic.,•G'S vKC 7�Pf"� 3-13-a4 3501? REGIS -•1 �� s' m �_ I N c -�' � iE �Z m 401 o j -4 ��.� N'•p oaoo:cr.±o = C OiZ xmCSx (>1�mr, rgr�it o0000o S = ; r; 0r113u 3 omomoa = zo $r%oZDO� _ - - oT 1ZrZ� y� U alb r� co v_ C C� �i C5 oma. lix 'N N_'SI,v sC77CC�'000r'6tR :coy T��➢N1\ A\ oa,w.,m ro 0 vAxZ9,Z� c li r- 1 x �� 3 a b v m �p o r j O 5 NO jr '11 elm. N� C=. s o ao 3; LZ IV _ A _ 'Doo- {: o O. V 2LL �: } m� -0-00 v �%1PN �-i rZ � A. i S_(�maOZ t D �0 qfA, c A;Y1 OLNN j� {�AR �•s O L � D S� r t514 _Ia Z -'0 ki, T o zm � w � O�D �z 7- pp r T T Fg� §s,N pj. z S o xlx x 0 0 x W N'o ''2n B V'z N es .3COWMN CpJnIEGTIONs 1• -rHI5 STRUCTURE MAY NOT 6= "I,4^6i6 REQ ENCLOSED W/ OFffN LATTICE. 2. FOR UENEKAL NOTES 5EF- pWCi. 35CO3; 5HT5. I OF 13 4 Z OF 13. FOR ALTE4LNA'TEi EAVE. A-TTAC.N - Mer+T OF FNI TERs 5Er-- DeTAIL "G"ON 12W6.0SriCb9,sHT.5OF15. 4• FDR -efETY SrAKE 4 ^mxo A�J- G}iOfZ pETAILS�SEE D�1G.0 55005 SHT, 10 OF 13. 5"x e" ALUM: HEADEt2 Z'x 4A. N -UM. 51 OC- PLATe rnce EaC I�l(I N4 �'jELK:7'4j[E 240 MAX. . • O'Hn►1�i•6' WLUMN HT. SPLICE LOCA71DNS FOR 95. MAXIMUM HEADER CVE944ANG =.sW% A C �J - or CoL.UMN:SPrcINy FDR UP To °PT L.PGUNA-TYPE OfY44 OPEN - LRTT/CE AWA JIV S I&' P¢pJECT1oN5 4 3577 OF COWMt4 SPACIW4 Foft I -7'T020'> 90ACTIONs. #15 40 PA6•+135003, • ; �' LA-mce STRUCTURE ' 6p. pE916N PEfz U•O•C., 1985 EDITION�CW,P49.5�' 2OF 13• PEA AMr51 7. For- FAFTE#2. HAN4eR , HE,&- TO SIDE. "Tr- I CBO ES EV ALV A Tk0tA FEpowq bat OR rni , iNI1J CONN. F-rW TO HEADER AND _ _ • ;:. �:o.ai, 1, A c t;�ENTS RevI5IoI.. I1L1AAAx s.� C�LUP'i RI TO FOoTJW . �'r �aulDeOwcaR.r BUILDING ALUMINUM �, � C-{.� 3�cAl,ti T�''4�,IU� 11•o�I I :� %,,• �A �`f: '�``'?, .. -. � � �\�/,O < �i21yC/t D' .. .� 'L. •.�F.•,i,;, .... f�- t - v n /`>'...' -•�' - a. o�E�$. WE/9 )W i'tii_ oe ueNeMa eua: D:AMNDTTACHED LP:TTCCE 10 t :N .. Nen)f65,?D30 2-17-87. JDRAW p, NumY OR FAZO 3�a 13 1 .036 .036 .0370 . Lir. c - ro . o —v BOB - 6c�p SCHEDULE FOR ATTACHED LATTICE PATIO STRUCTURES -20 PSF LIVE LOAD - 70 a 90 MPH C 14 .036 .042 .042 4Z S'-/" 2 "x G9,/ RAFrERI TH/CKNE RND SP9C/N6 COLUMN SPACIA16 FOOTIN6 NEAD£Fe 7D SIU C0AWM7D4 ALUM. TeR� teS eC44EPULE PROJECTIONPLOW F READ NO. *+SIM 7'-S" iS "t) c LL)" OL: 2 2 " OC. L'--0 " CC ON 5L.17S FCL'T/,Njf- cn / 6 O 4 2 23 4 2 3 4 d= X"' 70 MOM 9D MPH a " ->x 3 ALUM. cow �'1N "OAI SLAB" /iVCLUDE-S 877RCH/A/6 C6L7/A7N Td SAFETY STrRKE CA' f7-SE5C0 4-. ¢ -AU?eRNATE -+x4 EAfrH AA1eNOR•' _ ._ /- V.F. Wco"T .4 ''�E-�if TN•REE COL.�NS 1'llNltlUt-t .}�.,q'D. 9 / 0Z4 .029 -OZ9 .O T-/" 9'-"" OPT?lZ°CONC.5LA6- NOTE., S(ECIAL- ZX (,fL gr= Ta, 7/ 4Z9 OZ9 .03rD .036 4 _ N es .3COWMN CpJnIEGTIONs 1• -rHI5 STRUCTURE MAY NOT 6= "I,4^6i6 REQ ENCLOSED W/ OFffN LATTICE. 2. FOR UENEKAL NOTES 5EF- pWCi. 35CO3; 5HT5. I OF 13 4 Z OF 13. FOR ALTE4LNA'TEi EAVE. A-TTAC.N - Mer+T OF FNI TERs 5Er-- DeTAIL "G"ON 12W6.0SriCb9,sHT.5OF15. 4• FDR -efETY SrAKE 4 ^mxo A�J- G}iOfZ pETAILS�SEE D�1G.0 55005 SHT, 10 OF 13. 5"x e" ALUM: HEADEt2 Z'x 4A. N -UM. 51 OC- PLATe rnce EaC I�l(I N4 �'jELK:7'4j[E 240 MAX. . • O'Hn►1�i•6' WLUMN HT. SPLICE LOCA71DNS FOR 95. MAXIMUM HEADER CVE944ANG =.sW% A C �J - or CoL.UMN:SPrcINy FDR UP To °PT L.PGUNA-TYPE OfY44 OPEN - LRTT/CE AWA JIV S I&' P¢pJECT1oN5 4 3577 OF COWMt4 SPACIW4 Foft I -7'T020'> 90ACTIONs. #15 40 PA6•+135003, • ; �' LA-mce STRUCTURE ' 6p. pE916N PEfz U•O•C., 1985 EDITION�CW,P49.5�' 2OF 13• PEA AMr51 7. For- FAFTE#2. HAN4eR , HE,&- TO SIDE. "Tr- I CBO ES EV ALV A Tk0tA FEpowq bat OR rni , iNI1J CONN. F-rW TO HEADER AND _ _ • ;:. �:o.ai, 1, A c t;�ENTS RevI5IoI.. I1L1AAAx s.� C�LUP'i RI TO FOoTJW . �'r �aulDeOwcaR.r BUILDING ALUMINUM �, � C-{.� 3�cAl,ti T�''4�,IU� 11•o�I I :� %,,• �A �`f: '�``'?, .. -. � � �\�/,O < �i21yC/t D' .. .� 'L. •.�F.•,i,;, .... f�- t - v n /`>'...' -•�' - a. o�E�$. WE/9 )W i'tii_ oe ueNeMa eua: D:AMNDTTACHED LP:TTCCE 10 t :N .. Nen)f65,?D30 2-17-87. JDRAW p, NumY OR FAZO 3�a 13 1 .036 .036 .0370 . Lir. c - ro . o —v - 6c�p *�.FETY STAKE OIC 14 .036 .042 .042 4Z S'-/" -8" P1 ICHOR 15 042 042 .042 4'-9" 7'-S" 6 WITH CONCRET>=- / 6 O 4 2 23 4 2 3 4 6. F TI IJ61 T{PI CAL ' "OAI SLAB" /iVCLUDE-S 877RCH/A/6 C6L7/A7N Td SAFETY STrRKE CA' f7-SE5C0 EAfrH AA1eNOR•' ''�E-�if TN•REE COL.�NS 1'llNltlUt-t .}�.,q'D. NOTE., S(ECIAL- ZX (,fL gr= Ta, - MOVIE,;* N es .3COWMN CpJnIEGTIONs 1• -rHI5 STRUCTURE MAY NOT 6= "I,4^6i6 REQ ENCLOSED W/ OFffN LATTICE. 2. FOR UENEKAL NOTES 5EF- pWCi. 35CO3; 5HT5. I OF 13 4 Z OF 13. FOR ALTE4LNA'TEi EAVE. A-TTAC.N - Mer+T OF FNI TERs 5Er-- DeTAIL "G"ON 12W6.0SriCb9,sHT.5OF15. 4• FDR -efETY SrAKE 4 ^mxo A�J- G}iOfZ pETAILS�SEE D�1G.0 55005 SHT, 10 OF 13. 5"x e" ALUM: HEADEt2 Z'x 4A. N -UM. 51 OC- PLATe rnce EaC I�l(I N4 �'jELK:7'4j[E 240 MAX. . • O'Hn►1�i•6' WLUMN HT. SPLICE LOCA71DNS FOR 95. MAXIMUM HEADER CVE944ANG =.sW% A C �J - or CoL.UMN:SPrcINy FDR UP To °PT L.PGUNA-TYPE OfY44 OPEN - LRTT/CE AWA JIV S I&' P¢pJECT1oN5 4 3577 OF COWMt4 SPACIW4 Foft I -7'T020'> 90ACTIONs. #15 40 PA6•+135003, • ; �' LA-mce STRUCTURE ' 6p. pE916N PEfz U•O•C., 1985 EDITION�CW,P49.5�' 2OF 13• PEA AMr51 7. For- FAFTE#2. HAN4eR , HE,&- TO SIDE. "Tr- I CBO ES EV ALV A Tk0tA FEpowq bat OR rni , iNI1J CONN. F-rW TO HEADER AND _ _ • ;:. �:o.ai, 1, A c t;�ENTS RevI5IoI.. I1L1AAAx s.� C�LUP'i RI TO FOoTJW . �'r �aulDeOwcaR.r BUILDING ALUMINUM �, � C-{.� 3�cAl,ti T�''4�,IU� 11•o�I I :� %,,• �A �`f: '�``'?, .. -. � � �\�/,O < �i21yC/t D' .. .� 'L. •.�F.•,i,;, .... f�- t - v n /`>'...' -•�' - a. o�E�$. WE/9 )W i'tii_ oe ueNeMa eua: D:AMNDTTACHED LP:TTCCE 10 t :N .. Nen)f65,?D30 2-17-87. JDRAW p, NumY OR FAZO 3�a %REGISI :o 0 0� oo p v P U) >m an m g r m p 6N -n N O � 07D D D in v N � � N m t� o a 0 U) n ;Z) a O z 0 t' -4 c o r) M 16� Z Or cn Do Z 0 In a� g n r _i < O CL D 4ln� v � CP x 0 A� _ V, O z 1 V1 K �N x P N� C < 3 = c r% SCHEDULE FOR SINGLE SPAN ATTACHED W CANTILEVERED LATTICE PATIO STRUCTURES - 20 a 30 PSF LIVE LOAD- 70 a §0 MPH MAXIMUM MAXIMUM * FOOTING SIZE REQUIRED COLUMN SIZE REQUIRED NUMBER OF 3/8" NUMBER OF 1/2 MAXIMUM COLUMN BOLTS REQUIRED TO BOLTS REQUIRED TO LIVE WIND iYdIE RAFTER RAFTER RAFTER LOAD PROJECTION SPAN OVERHANG SPACING WITH 05" MAX. COLUMN HEIGHT MAX. COLUMN HEIGHT CONNECT COLUMN CONNECT COLUMN '!° O� DmOItu TO 0"x 5=' ORACKCT TO 90UARE LOAD TYPG (MIsH1 (CLEARSPIINI (CANTI BEAM HEADER 0 7 111 B' 7n CONST. NON CONST. NON -CON III- 0" BEAM HEADER STEEL COLUMN ASF)' -CON. 20 .030"x 3"K 8" 70 14'- 4" 10' - 3" 4' - I" 19' - 9" 24% 27" 24"x 29" 24"x 30" 24"x 32" .065" x 3-I/2" S0. .065 x 3-I/2 S0. 2 2 90 17' - e" 24" x 31" 24% 33" 24% 35" 4% 37" 036'z 3"x8° 70 17' 3" 12 - 4" 4' - I I" 19' - 0" 26" x 28" 26°x 30" 26% 32'• 26"x 34" 90 17' - O" 26"x 30" 30"x 32 26"x 33' Ox 36! .188" x 3- I/2"9Q. .0424'-3'x 8 70 20 - I 14 - 4 5 - 9 18 - 3 27 x 24 27 x 32 27 x 26 27 x 34 90 16, - 3 26" z 31 ' 30 x 35° 26' x 35' 30"x 38 .30 .030"x 3"x 8" 70 I I - 9" 8' - 5" 3' - 4" 20' 7" 22"x 21 22% 28" 27% 24" 27% 32" .065x.3-1/2 SO. .065"x 3-1/2" SO. 2 2 gp I B' - 7" 25"x 25 30% 31" 25% 28" 30"x 38 . 188% 3-1/2' SO. 4IL 036"x 3"x 8" 70 14'- 1" 1 0' - 1" 4' -0 19, - 8" 28"K 21" 28"x 31" 28% 26" 28% 34" 90 17' - 8" 27% 32" 27" x 35'' 27"x 36" 27"x3 9" 4 042" x 3"x 8" 70 16' - 7" 1 1' - 10" 4' - 9" is' - I I" 30" x 23" 30" x 30" 30"x 26" 30"x 34" 90 17' - 0" 29"z 27" 30%35" 29"x30" 30"x 39" 1 .188" x 3" SQ. ' A F TINCis MAY INCLUDF_ ATTACH1NU COLUMNS To'5AFr-TY '--fAK5 OF, ASE-, o ANCHOR. NOTE : ALL FOOrI NG5 AKE DE516NEt7 A5 FREE sTANDI N4 � LI5iED A5 W Il7TH (W) x OEPTH,(,d ). 31E3jE MroJECTION = CLEA(Z ->'AN -F CAIlTILEV"- (C y` LATTI�EZICTIif'� EaC ISN NoT>=5 1. TH15 sTRUCTLIFF_ MAY NOT 6E ENCLO5E0. Iai o Ri+oN�i (CANTILEVE.r-) 2. FoFGGENEIZALNOTES SEE OWC��35o03, SH1 4 2 OF 13. ALLO IV b- T-5. 3. FOR ALTF-EFSAVE ATTACHMENT Or "G"ON fz.4`FTERS SEE DETP.IL VWCG, sl�5sOotiSHAT' -3 OF 13. 4. Foor— 5AFE•TY STAKE d AF3ESC.o A 4cH(oFF- �IytC MNc. COLUMN 9ETAIL5, 5EE DYJCa.*' 6003, SHEET u t HT• a lI.-OI'' 5. MA,)(IMUM HeAPP-e OVIFKKANU = 30�o OF `.CgE /(lLIS ChB �p�ClfJ" ^M COLLIMIJ 5F'PGIN4•I 6. DE51UN PE{z U.P�.C.,1985 EDITION M �# W� OJ8 �F �D•(CCd,� � p �� CHAPTER 4) . OPT. 3!�' CoNc .I �3 5EE��,,��t h� EQtJ1�0W 7• r-09 f?WTEF— HAN4F-9 PE-WLS RAFTm-g TO SLh� 91L . 15,a'1 TO HE DIFF- CONNECTION ANO COLUMN TO FOR f!WTINe 51z.F- 51 rgEE LE T(11 I�N LAGA-TYPE OPEf`I HEADED CONNECTIOrIS 5EE DRAWING scHEDULE ACOVE. - d 1 �� I�'� 35017 , BHT. 9 OF 11 • N01 -E:: ALL FOOTINGS AFrJr LATTICE sTRUCTUFLE- G1:Gi1C7NF,D ASF `•siA}JG1nL�y. � - AREA FOR ENGR.STAMPS: '::�., .:�• " REVISIONS IC50 IES.. EVALUATION 6lf"'U9,7 NO. aC'7-IP INALWAX -OUICDINO 6 ��e� Ur-�" aR�F ESSIph 9 NJ. is%y'I � �'ay .r �� ._ Ot—OP-M1 AMD EMDMODUCR �� raannmlc+a UMI.um IM[[bM0 AL .Fo-5svec onawAtar ^• -- •t:.: •.:••' I,G•.l. �'•n>'� � � b A , G. i'I�ftWORTFl MArc ...:...... " BRUCE D. C. ;-:,.Al_D. CPAL...... '�% ...;. HLIMAI' < " �= 2-�- \ �'„ , - / _ scAl< °aAAraw ICF P•r10. Arc 2A E �O PiF ?OE MPN N 1385 CNALLMAN ; p y T '. /-, 5408% Z� ..1• -`:/•' "C7 10' 'SNl.LT t� CMI �T ;w O: /0-/8 -B ' • i? rf-nom ...• ,' DAIS OMwlro lo- - a5 OR PAW 3501"7 7 I � OIE3" A14 2' TI—f-� II t=.o 1.25' HEADEK RAFTI-R . .�TT1cE co-umtj_ ALUMINUM ALLo`( 3006, H391 T`(PICP.L -Z 5i(�B0LT5 2 8 x I yg woop SGpJ:ws oft Z- � l0 5M5 INTO METAL 0 2-#85Ms eAL'IH 51DE ��tQ+iM4 ft��1 11i�Q Vt: RAF C:.�h1�t 10FL7DOF PANEL TO Le-PeteIZ ATTAcHMGHT FCEQUIf2F-MeN'f5 s. OPT. V-m-RMAX 1NSul.5OARD PER ICgO EVALVATIONREPDRZ `.. NO. 3223. MAY NOT BE USED =:? WHERE 18" PANELS ARE USED TO RESIST LATERAL LOADS. U IJ E:H CLO`'ED - 2 - # IO Sf�15 ENcLos p- 4-*1454-1sI Z5ers 1ROOF PANEL (SF-�i UP'R 4 2 5ms- 15"ac. 8 1-5MCIAL KZOLIGH LUMbEg SIZE slMfSDrJ J015T HANaelZS Hoop -L U ZS Fo* 2" W lcxF IZAFTp_� 4 MooeL- Lj F1or- �I' W I DE, (zAFTI;fZSOKAPPROVED EQUAL. FAFTEF- kANGI=K (ALTEf-t-t-je For- WCOD gAFTWS) Z-%¢� XZ° L30LT5 WHE4 II— VIb.1=T Pl eXJ 120)Z g I- HILTI HDI eQlc, P (o" PAF PANEL INFO. -SEE Pi LLA FhIL A 4,C EW -A P00- is 35GY��J 5H 3 I �. SL.A6. �F�2A7TAGNINGL Tb I T � n R-oTiw_,. SEE DETAIL "A117. .S--HEAuL r-"kjo" -59F- Mpd Li1I x.I 55�z3 SIT 9 613 Oa III n 10. FoR ReFjalz• sEE NAIL 2' IILL' ON DWfq X35003, ALIJMIN�M �HlhkrLE 15HT. 7 OF 1-5- f0RAl-t�R C".mRA4KeT %I- AW4 (AL50 CALLED DECOF-ATNt "qT # 35019 , SHT i 'OF 8 3003 H- I-+ ALUM. ALLOY 2 �+I ALTs oKL LT o x l3/q" W[iV /n `I HILTI HPI EX-� F-FJ�+3 09 Z-#10 r3� ON PoLTs�� INTO MG--fALoFz APPK• EGtUAL 23/h It RAFTED HANc:eFz- 46 x 04 V W 5+ sM5 �rl'it71 I� @ 4 & SI" 15 I HTO LAT- TICE LA.TTICr-- kA -L LFJC:k:�F-� CkAHNEL FEEL COHf4E•TOIZ FZ)F- WtX)V COL. CONN - COI iPON�NT PAtZT5 AFZA FOR ENb(C. 5TAMP9: :,,rssional f .�P "".,ti'/7 ie pi ESSIpn i. r� .�'';;FUCF• .. �:. JVA y�l e`r/Ic��ry�e,� 3•! 6036 O� �,• `p�• UC / l�.f w N�. fi'S4 j. exucr 00.4�L7R..[[E D. CHAL MAN I C�.1rE 1 CH.4.LldAti (,,' C, Y• CNA T71 ..............«..... Q'I rl')1:''1"� '�\•. \. x.:911 �, - I k•. �fl 5508)�f :JSi a ... _. O�'QE• Q�/ �`` i � � !!Ei i i �'-: J'.• ��=',.. • � • � � .' �, I' .. IC60 ES. EVALIIATID>IikEPQFI'iNO. aca.l. 10 ALLAAAx BUILDING PRODUCTS,�, A� YaO.NO01�[.'1� Of vft O,Mfw[,wD [wD,wffbw0 ALUMINUM u�M,�D1p: `Mp{I MACH Y{r 5-13-b4 3 017 1 L = 1.92" R 7-'�,.61 ((PFTEgS L = 2.92" fo R 3"Ae," p•.0•mr--, 24 ' I"TYP° Ti a0 S7ML Wt4 EACH SI 1 COLUMN CON A - 'I 4O KS ISTM y 1-5MCIAL KZOLIGH LUMbEg SIZE slMfSDrJ J015T HANaelZS Hoop -L U ZS Fo* 2" W lcxF IZAFTp_� 4 MooeL- Lj F1or- �I' W I DE, (zAFTI;fZSOKAPPROVED EQUAL. FAFTEF- kANGI=K (ALTEf-t-t-je For- WCOD gAFTWS) Z-%¢� XZ° L30LT5 WHE4 II— VIb.1=T Pl eXJ 120)Z g I- HILTI HDI eQlc, P (o" PAF PANEL INFO. -SEE Pi LLA FhIL A 4,C EW -A P00- is 35GY��J 5H 3 I �. SL.A6. �F�2A7TAGNINGL Tb I T � n R-oTiw_,. SEE DETAIL "A117. .S--HEAuL r-"kjo" -59F- Mpd Li1I x.I 55�z3 SIT 9 613 Oa III n 10. FoR ReFjalz• sEE NAIL 2' IILL' ON DWfq X35003, ALIJMIN�M �HlhkrLE 15HT. 7 OF 1-5- f0RAl-t�R C".mRA4KeT %I- AW4 (AL50 CALLED DECOF-ATNt "qT # 35019 , SHT i 'OF 8 3003 H- I-+ ALUM. ALLOY 2 �+I ALTs oKL LT o x l3/q" W[iV /n `I HILTI HPI EX-� F-FJ�+3 09 Z-#10 r3� ON PoLTs�� INTO MG--fALoFz APPK• EGtUAL 23/h It RAFTED HANc:eFz- 46 x 04 V W 5+ sM5 �rl'it71 I� @ 4 & SI" 15 I HTO LAT- TICE LA.TTICr-- kA -L LFJC:k:�F-� CkAHNEL FEEL COHf4E•TOIZ FZ)F- WtX)V COL. CONN - COI iPON�NT PAtZT5 AFZA FOR ENb(C. 5TAMP9: :,,rssional f .�P "".,ti'/7 ie pi ESSIpn i. r� .�'';;FUCF• .. �:. JVA y�l e`r/Ic��ry�e,� 3•! 6036 O� �,• `p�• UC / l�.f w N�. fi'S4 j. exucr 00.4�L7R..[[E D. CHAL MAN I C�.1rE 1 CH.4.LldAti (,,' C, Y• CNA T71 ..............«..... Q'I rl')1:''1"� '�\•. \. x.:911 �, - I k•. �fl 5508)�f :JSi a ... _. O�'QE• Q�/ �`` i � � !!Ei i i �'-: J'.• ��=',.. • � • � � .' �, I' .. IC60 ES. EVALIIATID>IikEPQFI'iNO. aca.l. 10 ALLAAAx BUILDING PRODUCTS,�, A� YaO.NO01�[.'1� Of vft O,Mfw[,wD [wD,wffbw0 ALUMINUM u�M,�D1p: `Mp{I MACH Y{r 5-13-b4 3 017 1 KA�f TeR (p - 00,,5�mt, 5ACH ;-nCp .-#6 4 LATTICE W It -14 W1 144HVIA. PLA15TK PLASTICRi C 11115M'IU SMSKtf,1U. LAI)ICE 4 E TOK IDPSf L.L. 80A EACH HEADER I F012,20 PSF Lt ALut-i KAFTr--F, 4^H61 1� Fz- AFORMPSF.Ll. smi -FAFTi* CoHr4. LATTicF- -To 01 15r -t5. INTO —RAM9 TO 14bkVf�F- COWEcTiotl L) -:5F 5 OOTF- . .5r: "Tic 50)( Znorl L :;�? Tt:UM KA -, �yl II I I 11 11 E'F,' f�LUCI -rO rILL- ��"121APLASTIC pLUCg - ACCF-'3S HOLF--5 U -5W -�r 6r- Ir41-T^LUE-12 14HEI�4 AT-raCHIF-1cl 17r -TA I L 9-1 . �FTEF- T-O-HEAPeg CONNECTION Bf�A--K-F-Ts 2- *6 EACH SIPS-114UCONJUNCTION WI -114 INTO MOTHeF- 60X 5FXTI0r4 A & F-I�CH (ALUM. ( .0-6-3-T5 t=.04d) THE F?AF1EK it -SKLNIO� WHICH TIHE SMS 11 4TH WoUU2 2 Xao/2 a Loci eycp-mv 0-kz". 1 YL;LM 5WCKIN4 TO f?,AFTEEfl- CQW4ECTION, Ar- tz E5LOCK-INC4 4N46F-fZ :(ALUM, HE o A�2-- Sh15 ALUM. PA ----IA &-*14 t 4 ALUM. r IA .0, #14x4/4 HOW I 0 -a- 5midtugm r 4 ON BSM` GA UM 1 ALT. 5impsoi,4 *ALILIK WNPJECTINC-1 Z 06 Y, IIHPN4ER SHOWN. I - I 1,CjZF-" FSH SIDS ALUM C0t,40f-C-rIr46j ALTEIF; ATE- 9AFTF- . f?- -TO WALL corjt4, c( -NN. A -r coOt! AT CorHr--K HeA,MF? 50'5 EAr-H 41 PF- )- PIA. fLk,5TIC 5;IMVIEW-* Fwa�,- 5E£ I+ -w-5 Vr-TAJ L 1-� 15 5H -T. EACH ;:.I Pt,- -T T Ln I -PT T - I pm"TE 4-41450'5 .0 U5� Z �Y, t5, 11 pr---- 1- '51 t?e.FL-TE -2--` 5 - *14 4 5AC, 1!!�, ALUM, E&P ONE VAC H V2`121A 1 441-411 -51 Pe- Of CO LU I-! t� I:Z)r, COLUMN PLA`1:TIc -31 PF- fl, -,-1 t� 1 0 -'�z "'V," -,I '51PE- OF COLUMN. oui ere, 4 -*i4 EA. Cot4 c -AA4e!1 OK OIJC- EACH -506- OF SLUM M 6j r -L t c:-^ A 1. -1 * CoLumpj FJK E., t:-, ( . L2-1 + - Li r- Nu. :X. tt I . . . . . 31 T" qEVISION5 I %^r. 14. .. ... ..... He�ki?5)z -GFLICZ wwmt4l T C. :6267': .. .......... COLU M 1,4 EIS- r--VALLLA,,FI6N REPORT IN �x BUILDING PRODUCTS A-1: Al. .,_ , 0. 1. IA11 — AS5T . I .. P u.... e, L Sp,DO RE( Il BRUCE D. CHALLW 23921 CE I _ S 1 3 O -N= OM 3 J (p 00 1004 Z 1P — � 3Z�� 1 I II X rnD 3 I - T , I _ S 1 00 1004 Z 1P — � 3Z�� 1 O C - 3y T -A j 3 � I�nn r ZDN� L � _ ,x �D ADD ITIoNP.L -n oN tF-: 3 F -ACA 5jrr-- EACH ?Ar-rm 00 eRACKEr Lul5m W/37 8" PArr0r.-- RAFTEP, To AEADF-P, COVWECTIOtA BRPCK1E:7r (ALUM. &N-3-15 L -OW) 01 WOR - 0,2-4 DECOPAn A-Ut-1. WRA MA -T'. LAb 6Z 6- 3'x8u R4.F-rE:P, 001� .4"i L_ j 5-f 5IMP50N " ?-S STRAP I vID SMS VEQ'D:: 3 FOR' ZD PSF L.L. q FOR -SO P5F L.L. .-AssrNb 'm -E ptp R\*4ET- Bm,iV T--eEAM'XLAS-..' WRAP RAFTER TO HEADER CONINF-C 3g' 5/8" BOL-Tn, -4 - V vocr V\OLE!�:. A" PL A-3(- SEEL 5EF- Y4 3A Fcp oiln LAYL> 13C)L:r PFADE;e u u COLUMN B0LT5- �5yz�, LEKIc,-TL1 ('rL- 3 '117F WELPEC, c(,tA11\EcT10t,\-c5FT.\,5" J=got4T mew2'v='PLA\t4 (I % 0.19'75 COL. \AF - .SIDE- VIE_la COLUMN TO `6".5" V4-' 5PAM HE,,s.,Pr-- P- WLTEV coorI�c7r I in hJ-5 (6m Off*H^L-Wal-9150 C00r4P-c--rIcIH5 "^'4 "5" AT r-IGHT AREAf2fLENGR. :rC90 ES EVALUATION WPM R STAMPS: ....... REVISIONS DUCTS AC� of ESSio OF TI: I I IN A"� BUILDING POW ALUMINUM A ry FC If % D""@V: MACHAIIISY -CE U. 0 Cl )CE D. CRSMASSI ...... M.L.MLKJ AME xxx 550v 0-�..GATT A<,HE V civil oR ^9 -1 NAM, 7/ DAM' --.a IZ �. . • D . 23� n 'e - a 12° 12" u z21�izn n ( I SLOTTEp HOLES ANbLE 4FZOUNPLINE T5AFET( STAKE: 10 CONCRN-FOOTINeA ^M5CoANC.No(2- 14 (u560NLY 3/I� CONCF-EIT- FGUrWdi LATTICb PATO s•7�CrJRE) , (LIQ OILY MPATTAGHE12 Z�2 x 2/2 x x I -b° 1O, 0 . LATTICE. PATIO ---i U TURF-) '��' �o0 3/i�D NOTE = AaEsco+/1rlCHO � Mpc( BENT f N 6E USW IN THE FOLL.OWIN4 ' 501 L •TYPES .o Tyr. p ti J lay GRAVE - , GRP•v.L, SI CLAYEYS° ND -5� , T` x/16 GRA1/EL, CLAYEY ErR VEL, ISI: I CLAY, ANDY CLA HELIXj4A. 51 LT. Y CLAY At4DCLLYE`( - - x4°VIA . • N�rE e . ALL PART5..-(0 f -',P- HOT- -DIPPEp 6ALVANIZEv, OIZ F-LECTRQPLATED, ZINC. ALL PARTS TO ria HOT -vIFPap Cya-vAN1ZBD . -OIz ELECTROPLATED ZIhIC. SAFETY STAKE �z AEESCO Ai•ANINU ANCk+ofz (FROr-1-Am-sco pISTR16UTIN4,=Nc.) 4 _ PLATE � HELIX s A5Th1 A 569 , Y5 =. ZS K51 ,` TS = 45 KS I (ZOD S 1040 STEL) Ys = 4a KS I , TS = 84 SAFETY STAKE A6_E5CO ANCHOF` PF -TAI LS PRFJa eNaFt. sT!wlPs: _ i C'60 E\/.4LLW.TIOF.1 F1�1'0Glr NO. 24021 P `P F OF %E e' Z— REVISIONS INiALAM"BUILDING PRODUCTS �K w Qgoffs� r " '�\ f1'/ �1••9S r� a -• \ ACGFIJ C. .°=00�T8 DIFIEL-ENI IND ENGINEE.ING ALUMINUM ..� / rl` M: �. .Wr r t_ / . �•_ • / + UNER[ SIC ' . / - AJ .ASM t,: .<• WCN Y 6034 — / - SrW t• ow a� �/_ a _ '�BRi:I;EU.l.t1ALLMAN� �•b Wwua� a., c` b ilCf au,+u:' . y ...................... ... - •� AgJEp •EVAL.UATIDni• E 6ENERAL. NOTES, COMR7NE14T i. I- u /; �.,._ N . / s• Q 506 p:�./ ` ,:. y �y/ Y `: /O� EC15't ��E /�'•� �I PARTS Ct�N N E CTIO DE AILS Vv Ca<..�.e LIK��/< NNME 4 - e4 °"° -35003 0 STF ��'• wc+'•