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13930 (PAT)4 - i • rCV ` P.O. BOX 1504 No. Building 78-740pLa Pc'ilma 78-105 CALLE ESTADO Address LA QUINTA, CALIFORNIA 92253 Owner Eric Filson Mailing Address Same City Zip Tel. La Quin,ta# Ca X2253 360-5094 Contractor - Universal . If U 04e b Vr1_4 A Address. 150 El Car u- no Real - C�yE1stin.o CA, Zip $.2680 T1IJi10 73I--3500 INSPECTOR ' s T State Lic. City & Classif. $ 5953.7 Lic. # :929 _._.Arch:, Engr'- _ _. t Designer f Address I Tel. City I Zip I State Lic. # LICENSED CONTRACTOR'S DECLARATION IAhereby affl m!that I am licensed under provisions bt Chapter 9 (commencing with Section 77pp00) of Division 3 off tthe Business and Professions Code,'and my license is i full force:atnd `efdect. r UlrsliP1"„r�C�"� %t..1,7 SIGNATURE OWN ER -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 file a signed. statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profession's 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 penally of not more than rive hundred dollars ($500). O 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.) ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 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 O Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of th*V work for which this permit is issued, I .shall not employ any person in any manner so Wto become sLbject to the Workers' 9ompensation Laws of,Califbrnia:',/ r Owner 3!to CE TO APPLICANT: If, after making this Certificate of Exemptions you 'should become ubject to the Workers' Compensation provisions of the Labor Code, 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 if work thereunder is suspended for 180 days. I certify that I have read thisapplication 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 represe tatives -of this ci y to enter the above-. mentioned property for inspection•purpos'es. _ .. Signature of applicant Mailing Address— City, ddress City, State, Zip " z BUILDING: TYPE CONST A.P. Number Legal Description Project Description — 1! . OCC:•GRP.: 'Patio Cover 13930 REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Sq. Ft. 270 Size No. No. Dw. Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ _ Demolition,_❑ Y FINAL DATE INSPECTOR ' s T Validated by:, Validation: Estimated Valuation $3p591.00 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. 40. 95 Const. 63,00 Mech. A. Electrical r Plumbing S.M.I. .50 Grading Driveway Enc. Infrastructure TOTAL REMARKS 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. PLUMBING FEES 1ST FL. SQ. FT. ® $ UNITS COLL. AREA C Y'j ROUGH PLUMB. 2ND FL. SO. FT. HEATING (ROUGH) YARD SPKLR SYSTEM POR. SO. FT. ®/ MOBILEHOME SVC. BAR SINK GAR. SQ. FT. ® POWER OUTLET ROOF DRAINS CARP. SQ. FT. ® - - _ DRAINAGE PIPING WALL SQ. FT. HEATING (FINAL) DRINKING FOUNTAIN. SQ. FT. URINAL ESTIMATED CONSTRUCTION VALUATION $ WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES FINAL INSP. I WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GRADING cu. yd. $ plus x$ GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY AIR HANDLING UNIT CFM FINAL INSP. 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. SQ. FT. ®c BATH TUB FIRE ZONE ROOFING SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL SQ.FT.GAR ® 3/ac HOUSE SEWER GAS PIPING t t PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.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 WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) ;, TEMP. POLE GROUT WATER HEATER a SERVICE FINAL INSP. BOND BEAM WATER SYSTEM, GRADING cu. yd. $ plus x$ =$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING .i REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH t. INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESANITIALS GARDEN WALL FINAL - CITY OF LA QUINTS BU;LDiNG_& SAFETY ®FPARTM_EN'-_.T :.. CONDITIONALLY ' l ACCEPTED FOR CONSTRUCTION SUBJECT TO INSTALLATION A` .n - ---- --- - AN ALL APPLIGABL4COSe _. -•-- - .---------_._---_-__.-- ! - DATE � BY N IL p� 1 i Of. ._._...�.�... I i I : i r ►i i GENERAL NOTES: LA [SIGN IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, 1983 OM. LUMINUM DESIGN IN ACCORDANCE WITH LATEST EDITION OF ALUMINUM IATION'S SPECIFICATIONS AND CHAPTER 28 OF THE UNIFORM 0ILDACZNGH COBUILD[. 3 EDING.PERMIT SHALL BE ACCOMPANIED BY TWO COMPLETELY NNUSION[D PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED STRUCTURES. DESIGN LOADINGS: AO_CHAPTER-49-PATIO COVERS: �LIVELOAD: 10 POUNDS PER SQUARE F2020T 20 POUNDS PER'SQUARE`FOOT 23 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 MIND SPEED -MIND PRESSURE - CQ- X 10 POUNDS PER SQUARE FOOT - 13 PSP 80 MILE PER HOUR MIND SPEED -MIND PRESSURE - CQ- X /3 POUNDS PER SQUARE FOOT - 16.9 PSF 90 MILE PER HOUR MIND SPEED -MIND PRESSURE - CQ- X 15 POUNDS PER SQUARE FOOT - 19.5 PSP • CQ FACTOR - 1.3 HORIZONTAL ANY 'DIRECTION PER TABLE 23-H UPLIFT: DESIGN BASED ON METHOD 2 (PROJECTED AREA METHOD) 70 MILE PER HOUR MIND SPEED -UPLIFT PRESSURE - 10 POUNDS PER SQUARE FOOT - 10 PSP 80 MILE PER HOUR MIND SPEED -UPLIFT PRESSURE - 13 POUNDS PER SQUARE FOOT - 13 PSF '90 MILE PER HOUR WIND SPEED -UPLIFT PRESSURE - 15 POUNDS PER SQUARE FOOT - 15 PSP (Q COMMERCIAL STRUCTURES: IVELOAD: 20 POUNDS PER SQUARE FOOT 23 POUNDS PER SQUARE FOOT 30 POUNDS PER SQUARE FOOT 40 POUNDS PER SQUARE FOOT 60 POUNDS PER SQUARE .FOOT �NOVAN o N0. I.It<$7 r RRII .. • f. SMu1MANOf C Lpor s :\ cl . _/ .. ~/ i; • 234: WIND LOAD: [XIII= as -e': ZHIt[SP_[R=NOURrYIND:rE[D-YIND tR!>•!OR[ • C[•-X-CQ-•-X--1-3-POUNDS-PER-9OUARE-F00T---Tla>1PM1 AO NILE PER NOUN WIND SPIKED -WIND PRIRSSUNIR - C[- X CQ --.X 17 POUNDS PER SQUARE FOOT - 13.47PSF 90 MIL[ tIRR FOUR YIND SPED-YIND PRESSURE • C[• X CO•• X 21 POUNDS PER SQUARE FOOT - 19.11PEP EXPOSURE -C-: 70 MILE PER MOOR WIND SPEED-YIND VIIII RE • CE- X CO- X 13 POUNDS PER RNIIAN[ FORT - 20.38111021F 80 NILS PER MUM WIND SP[[D-YIND PR[INUME - CEO X 000- X.17 POUNDS PER IOUAN[ FOOT - 26.32PM 90 MILE PER MOOR YIND SPEED-YIND PR[!/OR[ - CIR• X CQ•- X 21 POUNDS NM SQUARE FOOT - 32.76VW • COMBINED MIRIGNT, nPostrRE AMD OUST FACTOR COEFFICIENT C[ IS 0.7 FOM EXPOSURE -B- AND 1.2 FOR EXPOSURE -C- PER TABLE 23-G. •- PRtSSUR[ COEFFICIENT I3 1.9 HORIZONTAL IN ART DIRECTION PER TABLE 23-N. . EXPOSURE -B-: 70'MIL[ RER'ROUR YIND SP[iD-YIND PRESSOR[ - AO MILE PER HOUR YIND SPIRED -WIND PRWORE - CE• X CQ-- X 17 POUNDS PER SQUARE FOOT - 14.E611021F 90 MILE PER HOUR YIND SPIKED -WIND PREl1URE - CEO X CO-• X 21 POUNDS PER NQUAR[ FOOT - 17.64PW IRXtOSUR[ -C-: 70 MIL[ PER MOOR WIND SPIRED-YIND tRESNURE - CEO X CQ-- X13 POUNDS PER SQUARE FOOT - 10.7ZPSF AO MILE PER HOUR WIND SPED-YIND PRtlSURE - CE- X CO-- X 17 POUNDS PER SQUARE FOOT - 24.4S/ 90 MILE PER NOUN YIND SP[IRD-WIND PRESSURE - CE- X CO- X 21 POUNDS PER SQUARE FOOT - 90.941109F • COMBINED REIGNT, EXPOSURE AND GUST FACTOR COEF►ICIENT IS 0.7 FOR [XPOSURIR -B- AND 1.2 ran EXPOSURE -C- •• PRESSURE COEFFICIENT TABLE G FICIENT I31.2 UPWARD FOR OPEN STRUCTURES PER TABLE 23-R. 1. •-I\Qr.. F•[ PVC[. C R 0 L -S F INAL'"" BUILDING PRODUCTS uw n: r�cN yn 1 'Ln, '0 1 ye,u.Ro. �P'Y�h/�1 wre 4-13-54 M .,•i r„r.., 35003 •LUMtNUY 74 / 1 `R,AN� < CF O At -55QA? ...... r I' �1�01 ,) '676'x: , ISs tR WIND LOAD: [XIII= as -e': ZHIt[SP_[R=NOURrYIND:rE[D-YIND tR!>•!OR[ • C[•-X-CQ-•-X--1-3-POUNDS-PER-9OUARE-F00T---Tla>1PM1 AO NILE PER NOUN WIND SPIKED -WIND PRIRSSUNIR - C[- X CQ --.X 17 POUNDS PER SQUARE FOOT - 13.47PSF 90 MIL[ tIRR FOUR YIND SPED-YIND PRESSURE • C[• X CO•• X 21 POUNDS PER SQUARE FOOT - 19.11PEP EXPOSURE -C-: 70 MILE PER MOOR WIND SPEED-YIND VIIII RE • CE- X CO- X 13 POUNDS PER RNIIAN[ FORT - 20.38111021F 80 NILS PER MUM WIND SP[[D-YIND PR[INUME - CEO X 000- X.17 POUNDS PER IOUAN[ FOOT - 26.32PM 90 MILE PER MOOR YIND SPEED-YIND PR[!/OR[ - CIR• X CQ•- X 21 POUNDS NM SQUARE FOOT - 32.76VW • COMBINED MIRIGNT, nPostrRE AMD OUST FACTOR COEFFICIENT C[ IS 0.7 FOM EXPOSURE -B- AND 1.2 FOR EXPOSURE -C- PER TABLE 23-G. •- PRtSSUR[ COEFFICIENT I3 1.9 HORIZONTAL IN ART DIRECTION PER TABLE 23-N. . EXPOSURE -B-: 70'MIL[ RER'ROUR YIND SP[iD-YIND PRESSOR[ - AO MILE PER HOUR YIND SPIRED -WIND PRWORE - CE• X CQ-- X 17 POUNDS PER SQUARE FOOT - 14.E611021F 90 MILE PER HOUR YIND SPIKED -WIND PREl1URE - CEO X CO-• X 21 POUNDS PER NQUAR[ FOOT - 17.64PW IRXtOSUR[ -C-: 70 MIL[ PER MOOR WIND SPIRED-YIND tRESNURE - CEO X CQ-- X13 POUNDS PER SQUARE FOOT - 10.7ZPSF AO MILE PER HOUR WIND SPED-YIND PRtlSURE - CE- X CO-- X 17 POUNDS PER SQUARE FOOT - 24.4S/ 90 MILE PER NOUN YIND SP[IRD-WIND PRESSURE - CE- X CO- X 21 POUNDS PER SQUARE FOOT - 90.941109F • COMBINED REIGNT, EXPOSURE AND GUST FACTOR COEF►ICIENT IS 0.7 FOR [XPOSURIR -B- AND 1.2 ran EXPOSURE -C- •• PRESSURE COEFFICIENT TABLE G FICIENT I31.2 UPWARD FOR OPEN STRUCTURES PER TABLE 23-R. 1. •-I\Qr.. F•[ PVC[. C R 0 L -S F INAL'"" BUILDING PRODUCTS uw n: r�cN yn 1 'Ln, '0 1 ye,u.Ro. �P'Y�h/�1 wre 4-13-54 M .,•i r„r.., 35003 •LUMtNUY 74 GENERAL NOTES: (CONTINUED FROM SHEET NO. 1 ) NOTE: EXPOSURE 'B' HAS TERRAIN WHICH HAS BUILDINGS. FOREST OR SURFACE IRREGULARITIES 20 FOOT OR MORE IN WEIGHT COVERING AT LEAST 20 PERCENT OF THE AREA EXTENDING ONE MILE OR MORE FROM THE SITE. EXPOSURE 'C' HAS TERRAIN YHICN IS FLAT AND GENERALLY OPEN, EXTENDING ONE-HALF MILE OR MORE FROM THE SITE. ® CONCRETE MIX: 1:2 1/2:3. 7.3 GAL. WATER PER SACK CEMENT. Fe-2000PSI 24 DAYS. © FOOTINGS RAVE 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 THOS[ STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH. SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVES- TIGATION AND 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 NOT B[ USED FOR PARKING OF MOTOR VEHICLES. FREESTANDING STRUCTURES SMALL NOT BE ENCLOSED IN AMY MATTER. STEEL BOLTS SHALL BE ASTM A-307. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR MIGH[R STRENGTHS MAY BE USED. ® STEEL FASTENERS SMALL BE EITHER STAINLESS, GALVANIZED OR CAD. PLATED. ®MIGN STRENGTH BOLTS SHALL BE ASTM A-323. IN DID COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILT SURFACES. 00 CONCRETE SMALL BE A MINIMUM OF 3.3 INCHES THICK AND NO CRACKS WITHIN 2'-i- OF COLUMNS. COLUMNS SMALL 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 IM ACCORDANCE WITH CHAPTER 49 OF THE UNIFORM BUILDING CODE. ® HEADER SPLICES SMALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. ALCAM a INCH ALUMINUM BEAMS TO BE PER I.C.B.O. ES EVAL- UATION REPO*T NO. 3125P. ® PATIO STRUCTURES MAY BE ENCLOSED WITH OPEN MESH INSECT SCRMEMING AND REMOVABLE TRANSLUCENT FLEXABLE PLASTIC OF NOT MORE THAN 20 NILS THICKNESS OR OF 1/8' RIGID PLASTIC SHEET. FOR USE WITH SINGLE SPAN STRUCTURES ONLY. n ­,; SOV 1 p hal \ Q �..e own, ` 60.11 'o w, 1385) Bp ' f OCMOw�•+ of ck��E onA. !CR[[R ENCLOWMES OEslaNED FOR LATERAL LaADS PER DKSIGN LOADINGS FOR CHAPTER 49 PATIO STRUCTURES. ® THE 25, 30, 40 AND AO POUND PER 9DUARE FOOT LIVELOAD STRUCTURES ARE DKSIGMRD LATERALLY FOR WIND LOAD AND 1/2 TNM SNOW m D ACTING SIMULTANEOUSLY. STRUCTURES NAY BE ATTACKED TO RAFTER OVMRMAMGS ►!R fCNEDOLE. PATIO ENCLOSURES MAY BE ATTACHED TO 2.3 INCH THICK CONCRETE SLABS. CM OATIO MMCIASURES MAY BE 9=0 WITH AND IM ACCORDANCE WITS STRUCTUR192 APPROVED FOR ENCLOSURES. ® SOLID WALL PANELS SMALL COMPLY WITR AN I.C.B.O. E S EVALUATION REPORT Q SOLID WALL PANELS SMALL BE IDENTIFIED IT DECALS AT ORE SSD OF 4' X A' PANELS GIVING THE MAKE AND ADDRESS OF TRE MAMUTACTUNMR. PANEL TYPE AND I.C.S.O.E S EVALUATION REPORT RIBBER. ® FULL HEIGHT CORNER PANELS WITH A MAXIMUM MORIZONTAL DIVERSION OF 16 INCHES MAY BE USED AT EACH END OF AN ELEVATION. SUBJECT TO THE REQUIREMENTS OF GENERAL MOT[ NUMBER 26. Q WHERE ENCLOSURES AR[ REQUIRED TO•BE LEFT OPEN UNDER RECTIOR 4901 OF THE APPENDIX TO THE UNIFORM BUILDING CODE. TSR[ MISIMIK OPEN AREA OF TNM LONGER WALL AND ONE ADDITIONAL WALL SMALL BE 63 PERCENT OF THE AREA BELOW i' -A' OF EACH WALL MEASURED FROR THE FLOOR. ® PATIO ENCLORURRS ARE DESIGNED IR ACCORDANCE WITH CRAPTER 49 OF THE OVIFORM BUILDING COD[. ® PATIO ENCLOSURES SHALL BE USED ONLY FOR SECREATIOMAL: OUTDOOR LIVING PURPOSES AND NOT AS STORAGE ROOMS OR MASITAKLE ROOKS, GENERAL.NOTES[KFOR,LATTICE STRUCTURE ( PERTAINS T ' LAT.TICE SSTRUOTURESION10RAW_ INGS23S01•/ ,Bi 3SOII )�•' SME DWG. K0. 33003 SKEIT MO. L. SECTION 4A FOR LIVELOAD AND WINDLOADS. A. UPLIFT BASED ON MKTNO0 2 (PROJECTED AREA METHOD) 70 MILE ►ER NOV* WIND SPEED - UPLIFT PRESSUR[- 7.3 POUNDS PER SQUARE FOOT - 7.S►S► 90 MILE PER NOUR WIND SPEED - UPLIFT PRINSURN• 11.25 POUNDS PER SQUARE FOOT - 11.2313► 0 OPEN LATTICE STRUCTURES SMALL MOT BE ENCLOSED. STRUCTURE! WITH SOLID RSO► SM[ATING MAY BE KMCLOSED. t C ES. EVALUATION REW;a NO.2&?-1 P REVISIONS RALNIAAX BUILD/NO MODUCTS F. ANEWL REV. R �An'OAR1� O+HlO+'+.fw+wwO ,wO.wfI..NO ALUYII W P.e+Fe, ASUW_ "14-13-54 35003 5(pl`IN510F_ FVK 9I7 -CL •.rjlfi"OUTSIDE n .70 R A.S7M A 496 6PAOE E I.O I,0 I.D R 25" A e e " � '0.2 R•.125 _—,� F`�= BOkS/. SEE � I � �'r R+.15 'a'Ofsl'..e�nl�✓. + NOTES BFLOW I fYF'. { • O.01S7[�1� R• 0.15° — _ 21G`1W - A44(o fs(t�Lt b',j_ N - 3.011 r O In �} �_ I� _ = ti��. Py so 1Gsl N O I lV I w42 -N ��D N �D 49 Tyr. Ii��—a. es" 1.117'r ° e Z5� R=O.IGi � (OMI _30,6A 6ALV T•,OIS7 ALLONNBLF TE'EL NDA/fl SPAAtT TY -F. IA IA 1.0 g CHAPTER a9: 10 P5I TO IS=O• $ 20 PSI TD IS -Or TD 111 90 MPN TMP Y P COMMERCIAL: ZO PSF TO 1310"ALL EAPO -B• 70 OO 70 MPH O AND EIIPLOtp"CCNZ- 70St•�[So MP/H WIND yiS PE[D5. .� �e t'LAT PAN q a9�P�iO PSF 7t7F70•-E7•A�70 � 60 MPN'TDLOLB- /iOAPA WS 20 PSF O 15'-1• 70, B 4 90 11.sPN �J..LOh+%+�L�' -,TSL PIWFL �j 3 COMMERCIAL: 20 PSF TO 13'-1•' ALL EEdD `• B" "7484 If G{o�� 4oj (oNl-Y) - Io F,F- � I I'- 9N-70A'j0HPH WINP�ps Q �II STKUCTUfZAL t'ANEL oopm*20 PS I, TO 1`O `. C PON E[PO7o i � •' Cp 90 MPH W. S. 0 20 PsF TO i01- N 30060 - H391 ALUM. ALLOY ® 12" S7RUCT(/RAL PANEL 3006 -H39/ JRLU/>7 ALLOY © 16 5TKUCTURAL PANEL ( 3006- H391 ALUM. ALLaY� " 0.016"ALUM. 3003-H14 ALLOY - DECORATIVE. PLA'\E, 0.0 167 ALUM. 3003-H14 AUUY-L;V-CD%AT1vE PLATE PAINTED WI1H N oz./SQ.-F7. RAPID ROOF ALGLYLIC LA-1EX RbOF COATING PAINT EO WITH 4 Oz.%S� FZ. RAPID ROOF ACRYLIC LA?EX ROOF COATING PER NAT'L EVAUAZION COMMIT. REPORT PER NAT'L EVALVATIDN COMMM REPOW7 NO. NEV, -189. MAY 11 1 NO. NEP. -189. MAY BE SFR\NKIED wa`4 £S OZ.J Sq, FT. BE SPP.INI+ILED W\TN 8 OZ./�•Q. FT. LSF MINN. MINING CO. 5670 NE GRANULES. IMX. 2,c� l -w OF MINN. MINING CO. STONE GRANULES s n Hs 12'0.0. Fog 12" fwELs F F>�CA IMY Tse . 16°o.G.FOR l6"PoNEIs105� i U�baw'TMAtjY V 8 GMS @ 12" D. 6. 2'�" O.G, HLAVFR - STRUGTU94L fAIJEL ("I e) aaN\/1/.INIIIIyI/,, ,•Qa�rEssr�y�`;A —STRUCTUKAL r,9't4EL (TYF' F )f D) Pecog^TIVE PLATE FOR toll FLAT j-A(J5 5IMFn&4 234 SEE DETAIL'A' CONN. OR EQ. SCHE &RICiHT. 2• FAFte PROJ. 1 , (FT.) dF 14 x IV?* WOOD SCIZCP t' e 12e O.C. l t IV�/ I .. .. (E) DECORATIVE P.,LA.TE. FOR IZ" 4 1r3° \,/-PANS )R MAXIMUM RAFTER OVERHANGS FOR AWNING PROJECTIONS LIVE ITlL:'NAL 2- I(vd NAIL`b eFi CjI KA 6267: HF.4f�EIZ ..l l.. ,ACV,TICtJA,L TWO- IGd HAIL5Cd EA. RAFTER k4HE/4 © DECOKATIVF_ FASCIA (ZEQUIIZFIJ 51HP'50N 2:4 CONWF-CTOK OFL 6QUAL. 6TjZIUCTU9AL • `.-_........... RnFTER PANELS It Tet' — (o - 4 IU 1,CREW-5 / 3 EACH LE44 PF -TAI LS OF CON"EcToK -TYPICAL .TAIL `A" CBU ESt v RER00.T' ZJ-P Fu -m- di -5, PBUILDING PRODUCTS RJ��T e1O0A10gR7e D/v/tOwMLM/Awp /NDIN//WINO r�, ALUMINUM ,A.",•:P-. ow.w W Q Ev r('0. PIS L VC. 1�A -r�'rD `•/ 7f..n.� '1•' .. .: A�. ~./N DAA: 4- 1- -!:t41 u41CNIFAWT sea �jF)UU_' I� oc V & 6.50 8 � I o Z.Od' �� ro O O � n t I Q Nk 1.0 171 73 - r�T� OH V Z ©G. ' f o���_ �r �Z" • � qv � II LA o ,. A70 r C70 bhh3 �6. CA�—*- u o i r� '7 mZ Q� OpNs"�t b O 75� • I.O° �,� m 3 R P N\ �NN a SMZ.�� z 2g ms F Cg� i Z rNS ZO N -+ z z, z �� 0 3 ant U u+ m = S g � N (D_N ri i� rn o ol N x s ��� ��� ��� < N �� '� '" � "♦ rad � zry Z = - o a+ r - Om �- o I .D� ��B (> pe=st r D z o o 0 0 F� �' X50 -R 2N—w j1 , o i��� QrrN ' �' •i � r t' (� 7� N 4