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10696 (PAT)r G�P.O. BOX 1504 No. 0696 � Building44A-275 Camino Azul 78-105 CALLE ESTADO AddresLA QUINTA, CALIFORNIA 92253 Owner � William Pasko 1(�u Mailing BUILDING: TYPE CONST. OCC_ GRP.- Address e 'CityLy3i213 Zip g� 3 Tel Contractor 1.hiyersal Construction Address. 1440 S. State College 13F Zip Tel.: Anaheim 1 92806 1714/491-3600 State Lic. City & Classif. B 595317 ' Lic. # 1929 Arch., Engr., Designer Address Tel. r. City Zip State Lic. # 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. SjLj F}. di�^� C SIGNATURE 'DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractors 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 struchoe, prior to its issuance also - requires the applicant for such permit to rile a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing wih Section 7000) of Division 3 of the Buslness and Professions Code, or that. he is emiempt therefrom, and the 'basis for the alleged exemption. Any violation or Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penally of not more than rive hundred dollars ($500). 0 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 -bumbler wig have the burden of proving that he did not build of 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 Contractors License Law does not apply to an owner of property who builds or Improves thereon, mid 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. 38001 Labor Code.). Policy No. &.Company Ckopy 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 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. Date Owner NOTICE TO APPLICANT: If, after making this Certificate - of Exemption you should become subject 'to the Workers' Compensation provisions of the Labor Code, you 'must forthwith comply with such provisions or this permit shall be deemed revoked. I 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 this application and state that the above information is correct.. I agree to comply with all city and county ordinances and state lays relating to building construction, and hereby authorize representatives of this city to enter the above-- mentioned property for.inspecjtion purposes. Signature of applicant `L _` 'r -Date.° Mailing Address City, State, Zip A.P. Number Legal Description_ Project Description Aluminum Patio Cover Sq. Ft. No. No. Dw. Size 9 0 OStories -Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation 111-790.00 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. 87.75 Const. 135.00 Mech. Electrical Plumbing S.M.I. 1.20 Grading Driveway Enc. Infrastructure TOTAL 223.95 REMARKS C_ A R 4 C_t+_� Ott PA,77 a� .-� li—Sr? 4(,' g Q Ideal H I MAL I AL I ZL,1. ;?:s 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. SO. FT. ® $ UNITS SLAB GRADE 2ND FL. SQ. FT. BONDING YARD SPKLR SYSTEM POR. SO. FT. ® MOBILEHOME SVC. BAR SINK GAR. SO. FT. ® POWER OUTLET ROOF DRAINS CAR P. I SO. FT. GAS (ROUGH) DRAINAGE PIPING WALL SO. FT. OTHER APP.IEQUIP. DRINKING FOUNTAIN. SO FT ® TEMP. POLE URINAL. ESTIMATED CONSTRUCTION VALUATION $ GROUT WATER PIPING NOTE: Not to be used as property tax valuation FINAL INSP. FLOOR DRAIN MECHANICAL FEES WATER SYSTEM WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER FINAL INSP. GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY AIR HANDLING UNIT CFM I KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM 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. SO. FT. RESID ® 1114 c SEWAGE DISPOSAL GAR. FIREWALL SO.FT.GAR ® V4c HOUSE SEWER LATHING GAS PIPING 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 GOND. 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 APP.IEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ =$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING `f`C�% (/ /J ��/✓s/�� REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION - CERT. OCG. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL 7d ' CITY OF LA QUINTA BUILDING & SAFETY DEPARTMENT CONDITIONALLY ACCEPTED FOR CONSTRUCTION SUBJECT TO INSTALLATION AS PER AND ALL APPLICABLE CODES RATE f P9 f CITY OF LA QUINTA BUILDING &SAFETY DEPARTMENT _ CONDITIONALLY ACCEPTED FOR CONSTRUCT101 GENERAL 0TES : SUBJECT TO INSTALLATION AS PER 1 DESIGN N ACCORDANCE WIT pE�(HE UNIFORM RITTInT [�� ( ap `�(�%��� F oD��J+ 2 ITALUMINUN DESIGN IN ACCORDANCEAROFT�f14AfplliTiON'"QrggRI§N A010CIATION' SPECIFICATIONS AND CHAPTER 28 OF THE UNIFORM • IMMUSIONED ILDING COD . EACH BUiLpl .IT PERMIT SHALL BE ACCOMPANIED BY � COMPL E �pL- 1{It'PLA)IS aVnuTur EXACT b9GA+f0M AN EXISTING AND tROP.OSRD 44 DESIGN LOADINGS: O CHAPTER 49 PATIO COVERS: LIVELOAO: 10 POUNDS PER SQUARE FOOT 20 POUNDS PER SQUARE FOOT 23 POUNDS PER SQUARE FOOT 30 POUNDS PER 30UARE 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—UPLIFT 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` 23 POUNDS PER SQUARE FOOT 30 POUNDS PER SQUARE FOOT 40 POUNDS PER SQUARE FOOT 60 POUNDS PER SQUARE -FOOT No. 13857r r 6C3E Bk U ° c :.i OCE �+ 4 . 70. l eg01?:,.. :. ;.79] r� Cii.-*AIM9N z D C H A D 239'' ........,. :67.6 WIND LOAD: EXPOSURE -B 70 MILE PIR HOUR MIND SP[[0-WIND PRESSUM[ - C[• X CQ!- X 13 POUNDS PER SQUARE FOOT 11.83PSr ,60 MILE PER HOUR WIND SPED -WIND PRESSURE - CE- X CQ --.X 17 POUNDS PER SQUARE FOOT - 15.47PSP 90 MIL[ PER HOUR WIND SPEED -WIND PRESSURE - CE- X CQ-- X 21 POUNDS PER SQUARE FOOT - 19.I1PSF [XDOSURE .C- • 70 MILE PER SOU WIND SPEED -WIND PMUNUU - C[• X CO- X 19 POUNDS PER NSUARE FOOT - 20.24PSF SO NILE PEM HOUR WIND SPEED -WIND PRESSURE - C[• X CQ••'X.17 POUNDS PER 909AM TOUT - 26.52PNF 90 MILE PER HOUR WIND SPEED -WIND PRESSURE - C[• X CQ•- X 21 POUNDS PER SQUAB[ FOOT - 22.7WW • COMBINED HEIGHT, EXPOSiRE AND GUST FACTOR COEFFICIENT CE I3 0.7 FOR EXPOSURE -B- AND 1.2 FOR EXPOSURE -C- PER TABLE 23-6. •• 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 - 10.92PSr 40 NILEPER HOUR WIND SPEED -MIND PRESSURE • CE • X CQ•• X 17 POUNDS PER SQUARE FOOT - 14.16PSF 90 MILE PER HOUR WIND SPEED -WIND PRESSURE • C[• X CQ•• X 21 POUNDS PER SQUARE FOOT - 17.64PEF EXPOSURE -C-: 70 NILE PER HOUR WIND SPEED -WIND PRESSURE • Cl- X CQ-- X13 POUNDS PER SQUARE FOOT - 18.72-PS7 40 MILE PER HOUR WIND SPEED -WIND PRESSURE - CE• X C0•• X 17 POUNDS PER SQUARE FOOT - 24.4PSF 90 MILS PER HOUR WIND SPEED -WIND PRESSURE • CK- X CO-- X 21 POUNDS PER SQUARE FOOT - 30.24PSr • COMBINED HEIGHT, EXPOSURE AND GUST.FACTOR COEFFICIENT 13 0.7 FOR EXPOSURE -B- AND 1.2 FOR EXPOSURE "C" •• RTABLE PRESSURE CORF91CIENT I31.2UPWARD FOR OPEN STRUCTURES PER TABLE 23-H. I C RQ LS evALuA-riot4nRokT.wo.i&v REVISIONS �x BUILDING PRODUCTS AOINFUL MA (( .� _.� OEVELORNExI ANO ENGINEERING ALUMINUM V, '1 C 6O DAAMM •Y: MAC" Aeef mf11 WS. 2f4f65 (].NARWORT}I *11.1* Aeer . AS V EC �,m INAMEL4,"r4r_t_jjUN V7 DA.e: °AA -IMO 4- i 3 84 °• •A^' 35003 NU.Be. GENERAL NOTES: (CONTINUED FROM SHEET NO. 1 ) NOTE: EXPOSURE "B" HAS TERRAIN WHICH HAS BUILDINGS, rOREST OR SURFACE IRREGULARITIES 20 FOOT OR MORE IM HEIGHT COVERING AT LEAST 20 PERCENT OF THE AREA EXTENDING ONE SILK OR MORE FROM THE SITE. EXPOSURE "C" HAS TERRAIN WHICH I3 FLAT AND GENERALLY OPEN, EXTENDING ONE-HALF MILE OR MORE FROM THE SITE. ® COMCIlMTE MIX: 1:2 1/2:3. 7.3 GAL. WATER PER SACK CEMENT. rc-2000PSI 28 DAYS. © rooTIMG3 HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE SOIL SEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUC- TURES SUPPORTED BY FLAGPOLE TYPE COLUMNS ARE NOT ADVERSELY AFFECTED KT A 1/2 INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL REARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH. SOILS Or ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVES- TIGATION AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACID 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 Or MOTOR HICLES PER LOCAL BUILDING CODES. CHAPTER 49 PATIO STRUCTURES JAY 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 KAY BK u9n . ® STEEL FASTIMHRS SHALL BE EITHER STAINLESS, GALVANIZED OR CAD. PLATED. ®NIGH STRENGTH BOLTS SHALL BE ASTM A-325. KRBEDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. ® CONCRETE SMALL SE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-i' OF COLUMNS. COLUMNS 3HALL 8E 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. ® HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. ALCAN s INCH ALUMINUM BEANS TO BE PER I.C.B.O. E S EVAL- UATION RIPORT NO. 3125P. ® PATIO 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 SPAM STRUCTURES ONLY. -'u4 s,oPa. opNOVAN CA�Fs; t C FAa ES . EVALUATION R6R M N p No. IM7 r - SP F DOHOxUcp KIVIV IN"AA "X a��ao,c�a BUILDING PRODUCTS ._� 4r. �s OFVFIOPNENT.xD ENG,NEFN,NO ® 9MEEN ENCLOSURES DESIGNED r0A LATERAL LOADS PER DESIGN LOADINGS FOR CHAPTER 49 PATIO STRUCTURES. ® THE 25. 30, 40 AND 60 POUND PER SQUARE FOOT LIVELOAD STRUCTURES ARM DESIGNED LATERALLY rot WIND LOAD AND 1/2 TRE SHOW LOAD ACTING SIMULTANEOUSLY. EM STRUCTURES MAY BE ATTACKED TO RATTER OVERHANGS PER SCRMLE. PATIO MNCL.OSURES NAY BE ATTACHED TO 3.5 INCH THICK CONCRETE SLASS. ® PATIO QQ,OSURES MAY S[ USED WITH AND IM ACCORDANCE WITH CTURES APPROVED roa ENCLOSURES. ® SOLID WALL PANELS SMALL COMPLY WITH AN I.C.B.O. ES EVALUATION REPORT ® SOLID WALL PANEL! SMALL BE IDENTIFIED BY DRCALS AT ONS END Or 4' X A' PANELS GIVING THE MANE AND ADDRESS OF TSE MANUFACTURKR, PANEL TYPE AND I.C.B.O.E S EVALUATION 019WI NSR. ® FULL HEIGHT COMMIR PANELS WITS A MAXIMUM HORIZONTAL DIMENSION OF 16 INCMSS NAY BE USED AT EACH END OF AN ELEVATION, SUBJECT TO THE REQUIREMENTS OF GENERAL NOT[ NUMBER 26. © WHIR[ ENCLOSURES ARE REQUIRED TORE LEFT OPEN UNDER SECTION 4901 OF THE APPENDIX TO THE UNIFORM BUILDING COD[. THE MINIMUM OPEN AREA OF THE LONGER WALL AND ONE ADDITIONAL WALL SMALL BE 65 PERCENT OF THE AREA BELOW i' -S" OF EACH WALL MEASURED rROil TMI FLOOR. ® PATIO mxmA URES ARE DESIGNED IN ACCORDANCE WITH CHAPTER 49 or THE UNIroRN BUILDING coo[. ® PATIO ENCLOSURES SMALL BE USED ONLY IOR RECREATIONAL, OUTDOON LIVING PURPOSES AND NOT AS STORAGE ROOMS OR 11"ITASLE ROOKS. GENERAL NOTES FOR LATTICE STRUCTURES (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 35017 a 35016 ) 1l SEE DWG. NO. 35003 SHEET NO. 1, SECTION 4A FOR LIVELOAD AND WINOLOADS. A. UPLIFT DA39D ON METHOD 2 (PROJECTED ARIA METHOD) 70 MILE PER HOUR WIND SPEED - UPLIrr PRESSURE" 7.5 POUNDS REt SQUARE FOOT - 7.3PSr 90 MILE PER HOUR WIND SPEED - UPLIFT PRESSURE• '•, 11.25 POUNDS PER SQUARt FOOT - 11.25PSr Q OPEN LATTICE STRUCTURES SMALL NOT BE XNCLOSKD. STRUCTURES WITH SOLID ROOF SWEATING MAY BE ENCLOSED. AWM�INUML t C FAa ES . EVALUATION R6R M N ,i �'; '•,� �j � � S•�±i� f/� � �'� REVISIONS �V. C IN"AA "X a��ao,c�a BUILDING PRODUCTS ._� 4r. �s OFVFIOPNENT.xD ENG,NEFN,NO o1K N�AAl" n: 'WogMOR Cl. RAf rAex Aur OW ARMY me _.... ...,..N 'cA`"D_-0 6ENERAL NOTE. elALUATlok DkT - 7E BS DATc C0 NECTION DE DRAMNG 4-13-24 Ium..l" 35005 AWM�INUML •....-'1-' ., Ar 5r�1 IN51t7E 1oF L T NM.+ 5110- 00151DE n %Q a II n g� lirmr fpwmL;It It 9211 b76 A5 7N A 496 �LP,9,0f. E ,1 1U9 R=.25" . 1.0 1,0 1.0 .?06A.44124, F,( .8OkS/. SEE c,I R=.15 8•.125 °•� ---4 NOTES BELOW �'` TYP. t=0.01•s7 9�t� A44(o !nom K� 0.15" _ .Zlr;'Tw. - I _ ry`�• ry s 50 P -I 3.0" ° 1818 c=ate° ° N R=oto' �i — 55 III I2° - N tYP. 7S N pc 39° `�� I TYP . cS �l'-- 17E I 1.137 3.85-" 1.137o 8=0.151 u TYP• SII r•.o,sT RLLOM4�LESTEEL PRNLL 5'P,*AIJ TYP, z.00 IA 1,0 ' I.O� g 30 0A 6ALV CHAPTER Ill 10 P5 TO 18=0' $ 20 PTF T9 13'-OE7Dj70 MPN TYP. COMMERCIAL: 20PSF TD,31.O'•A EAPD-B• 70110,£10 MPH 1I AN�OP�E}PO "G" 70' SOMPH WIND SPEEDS. 8.0011 6 I �T PPN Z LS 6A �[,�qp��yy T� O/G7 Ql 0p I b SER Ell * C" 9 r p: vv. S, L HAM 49 : to - F 0,4-�•J'N 70 �/D�q MPI!'7i7 ECL 6" 90M1°M NT. S. ' p tp 20 PO 15'-1" 70 aL� 90 )EPH AI'LOI(.E �JTEEL If�j�lE(� -1AN2 COMMERCIAL: ZO PSA ID 1.3' -C'1 ' 0 it B AI "70i6Q}`90 --T I -r- , OI, "rr r- TL' 11 -of -70i9oMPH W1ND-�lrpfa ® (0-u STRLICTU(�AL PANEL MPN ANO E%PO ••G" 70 k� BD MPN, J LO rj� TO �Ot-3" tl N ® LopsFMAL TO 14•-{" FOR EXPO LMPN W.S. © 18° STKUCTLIKAL PMF-L (3COro-H31-ll ALUM•ALLOY 30010 - H 391 ALUM. ALLOY I Z" STRUCTURAL PANEL(300(6-H391 HLU/►1 ALLOY CJ n 0-0& ALUM . 3003 - H 14 AL -Lc'( - VECDZZ -Tlys PLATE PAINTED t j 11 0.018 ALUM. 3003-H14 ALLOY-pECORA-TIVE. PLATE, WITFI U oz,/SQ.•FZ:RAP1dROOF AL?,'lLIC LA7EXRbOFCOATING PMN -TU) WITH 4 OZ./SO. FT. RAPT) ROOF ACRYLIC LATEX PEP, NAT'L EVALVASION COMMIT. REPORT N0. NE4Z -169. MAY ROOF COA7ING?E-?\NA71 C0MMIT.REP60.T BE SPWNV.-1_D WITH 6 OZ./ SQ. FT. 06 MI"W. MINING CO. MAX. 2Y. 6.tA" N0. NER -169. MAY BE SFRCNKL6d WMA S oz./ Sq. FT. STONE GRANULES, #I- sr Is Qt? IZ'O.c. fRclf? 12' rANeL5 r; FW -IA 144Y 15P- 6F ,e6F M)NN. MINING CO. STONE GRANULES, - ib"O.G. FOR I�" PAr`IELS• IOusM� @ H5 �Y S SM',@ 12"D.C. ES SIOy''' STRUCTU(AL PANEL �Np) �'E jF. .. n STRUCTUL FA(JEL �T IU+!P j (D) MC09AT I VE PLATE FOR (00 SLAT PAN -5 5imr%14 234 OE PECOF^TIVE PL?.TE FoR IZ° I�° V -PANS SEE XTAIL 'A" SCHEDULE OR EQ. SCHEDULE FOR MAXIMUM RAFTER OVERHANGS FOR AWNING PROJECTIONS @ K Ira HT, 2* PP�S�� PROJ. 2 x 4 AFTERS 161 O.C. 2x RAFTER 0 x T (FT.) LIVELOADS (P.S.F.)n^ ^LIVELOADS (PSF.) c^ ^LIVE OADS PS.F`1 ^ Y,, FASCIA =REWS� 1210C. FOK MAXIMUM oveE kt4 ,5(-- +F-NLf, @ r-14HT Tef,rNATE SAVE ATTA(-�HrlENT Ar -EA §TAM h? - AGlI%ITIONAL Z- lGd NAIL E o F' 1'?ifs! +.ty •'�`' 1 3. i � .... 1=;'�'•/ ., 1�'L• • Lite !M .r � 1 .. r.., � t i � � t ...s- .x .,. -. _. `tet-':�.� •�'''�� HF.�A :6267; z t, `.`1r hD�1TIONAL. I&C NAIL^56 EA. i1AFTEft IJHErJ 1(f) DECo9AT1�E FASCIA jLEQUIRE, 51MP50N Z'?,4 CANNFL1nR oFi EQUAL. �✓jRUC(URAL --� RAFTtR PP+IEL5 �T-j? CDNNECTION EALH LE41 I%ET LS t n OF CaNr1>:GToR -TYPICAL I �2 x F2ti5c IA -(A1 L RAj1 C.80 ES RERORT 2(021 P F -F -V l.510 5 ALLA " BUILDING PRODUCTS A� • - �MTT DETELOPMENI AND ENOINEERINO FAIL. ALUMINUM IL.D"—er: MON ABST r.0 -v_„• •V C•i4 iTL ('N 'aI Ni�> NAME OR OUB ABBY OI m.0 vtOv es vHc .I/a7 ORPARTC{ENE(lAL 01'r COMPO 614'r fAFRT15 E., CONNECTION PErAI L6 �Tc,n 'I�,!•: $S DATE: _ D"vfl.O EVT �AODFt PE°SPrEci �'j LL,.f °R PART /y���ry(�yl/,y^ �P\ -1 ---, -21.81] -T-1'✓-"T NUMBER 3A/ 05 _ � R=0.08'1 <TYP. ALL ccWF-R` j _ F'12 All PANE - Np• N FOR 7-¢, P'NeL- �? 325' SIDE F AU P A L N NOMINAL .018 yam, IN THIckNr--!�-S. N - N ©&� KOLLFORMEO HE:.ALIEF; "�OGo -- H :>91 ALUMINUM 0.32" �! TYP 1I/2°SQUA9E COLUMN 3003 - H 10 AuJM.ALL.oY 3. 0.01}"0(t 0.040" �j TYP- R=.0937 TYP JO 3" tQUA}ZE COLUMN ?003- N I(o ALUM.ALIDY I 111 1" .11 1 lR=0.14n 1 TYP. r F NOTE cow M Ns MAY 0e i121 M M>:D W / FLEX- )4,LUM• FACING. © 311 ALTERNATE COLUMN 30C?3 H J b AU {K Pl LOY. OK *10 5M5 @ rOLI.OWINC3 SPACIN6i s fi* (v" PANELS G"O.C. FoFz I? -'PANELS FASCIA H 1 %g" x .OS FJ�� WA465HEEF5 '3" O.C. FOP 18" PPNEL� y FOR HEADER H' ONL-( 5/� eaLT OK 4-#8 SM5 >d")12" O(z 18" WIpE. 2 EACH SIDE , TYPICAL TOP 5T(LUCTUKAL fPNF-LS t3OTTOM CONN. EXCEPT 76'1 C' MPH W.s. u6� - - '` SOL _ 4 TYP 2- % ELOLTs TYPICAL EXCEPj - FO�XPO. "C"-�O MP1I W.S, G_ USE 2 `/�° WL -p5 I. 5', _ 0.032 c 11�i' SGt. ALJO TYT' PEcvl<A.TIge ALUM. SCF:OL-5 -- OFL SOLI P FILL ,1 2 - %' x (o" 5,TEEL AOCHOFZ ,03 fZOLLF6FMEp P01-7'5 OF- 2-V4 HILTI K4-JIK TypHEAvW"HIt aOLTs FOR '70 MPH W.S. AND 3- %4" H I LT I KI`I 1 K DOLTS 01 -)0 90 MPH W.S. I �Mu y�2.25'l 8oT'70M CONN- CHANNEL r N)IZOLLFOKMED 2 -COLUMN CONIJECTION W/OECOR.'SCIZOLL OO 9OLLFOf<MED CONN - 3005 - ONN.3003- H I(o ALUM. ALLOY DETAILS-• TO,5T'RULTURAL PANe-I P I�f\ FO&.Ep1EtR. sTv 1 tP5 w'ea – ..`. _._.`\ •----- ,off"z .��oc., ysi i _ , a J (c%� /! r }I •'` , .:. .. ! . � yfe%d'i:,E .A :;rs,i-.h.tit�i A � . •j:"LA" - ;� ,',fin Ho 13357 �; ; - Nr.�, '„_:c....,.,•... ...- ,��. . .. . il• ;�, ,_�Ix:,i.l, -q(. L'..r 'f. �:° ,uA 15��i., SWI , ... ct j 'l >- .. \� fir! Q 0 � � ....._.%. �i�'�/�'e�,• � - . --. - . �.... • CAL 4 rt = 0.o4o- tl 5TRUCTUI'AL Z.00 4 PN4EL. --) -SEE CF•WFT euoW F Fr eTL'NII6 WNL-- 10 NL-10 5H6 e FOLLOL4 - IN<a (o"O.C. rOfZ (o" PNLS 12"OG. FC(L 12" FNLs FOP 10FHL5 n 1 CDNCIZETE lLT1 KIAW 3--4145Ms oR 2- %}" 80LTS OH EACH SIDE OF SPLI Ce SRO LL FOKH ED HEARER � ED MEAt>ERsPI.ICeI T'IGHT'FIT IN51DE OF H E APZ9, 9" FAcJ-I 6112E OF SpLICC. 3- it 14 SMS oR 2- *" BOLr ON E?CH510E OF SPLICE © Rcx.LFoKMED HEAW, 5f ►C 300(o - H 391 ALUM. ALLOY 11 -9 KWI v (ALL HAN[,E BOLT H I'/��}Z} 0.05"THICK STL WAR FCK HfMEWW g' _ 500T'TOM FLANGS - - OF HEfDEf- I � ---I r- 4 + — S 2- EACH SI DE COLUMN CLE\,/IS- I/ co!-1MN TUp�e t- o4-& COLUMN -rueF- r.....- ✓11,.- G- *145M`, O(C 1/4" 50LTs -TY f;, ON EA. SI (2E OF- 5FALI CE (ZOLLFORMED SPLICE ©I!/z'cowMN cLEvls CoNNECrI0H5 CONNECTION DETAILS 3003- H I(o ,-,LuM ALLOY I 3aD(�,-H-3,)I PLUM• ALLOY ' STANDAtZD FZOL.LFiDFLMED C0HF01-JEiJTs 4 DETAILS L C 80.. Ls-. EVALUATION REPORT NO. Z( oz I P RI:VI51ON7ALMAAX BUILDING PRODUCTS A P!!!!T . DFYELDOMENI AND ENDINEERIND ALUMINUM - /I\_�st'...1c�a , 1.1w.a1 ...woe. �� �..........�.....o�,� T -z A KAIF: DnAnNo E�AL NOTES 00H IV I rtD NWE"T NNECTION �TAII Fc(C !?1N 9W6L, yj a- oAr ' 2 �} onA�nNa (��,�//�� {`fy FOf (.•S UG'C 7/87 �Q -I3 - v ` NYY ER SSW 3 SCHEDULE FOR ATTACHED LATTICE PATIO STRUCTURES -10 PSF LIVE LOAD - 70 81 90MPH RAFTER MAXIMUM COLUMN SPACING AND FOOTING SIZE T. .C•I�ON NARY TYPE 2- 2"x6 -1/2"X.029 HEADER 3" x B":0.030" HEADER 3" x 8"x 0.036" HEADER * 3'X8"D4Z HEADER WIDTN COLUMN SPACING FOOTING COLUMN SPACING FOOTING COLUMN SPACING FOOTING .NG nN sl a w/rnnT . SIZE nN cl A w/cmT'r. SIZE nu Qi A w- SIZE nu 7/ nr[" •2"x6 "x'.024" 110, S" 10' - 5"" d= 21" 8' - 11" 8' - 11" 2"x6}"x.029" 9' - 6" 9' - 2" 8' 2' 3"x8" x.030" 1 8' -10" 8' -10--1 22'1 7' - 2" 7' 2" 3 x 8" x.036" 8' - 3" 8' - 3" 1 23" 6' - 4" 6' - 4" 31E "ON SLAG" INCLU7E5 A-rTACH106 CDLUMtQ TO SAFrTY SiAKF_ OR AbS6C0'EAfLTH Al4CHOJE. jitjlF TWO COLLI-1Ns MII.IIMUM REQUIREv. 0- 4"r8'DDU6LAS FIR-LARCHtt26RADEWOOD HEADER :MAY SE 5UEST17UrED F093"Y91/,1L01Y) HEADER USE COLUMN S PHC. FROM 3"w 8'+ ,c'4i RLU/YI HEADER. * AL7ER.'A"SAI?11 CDNS/ST OF /B" 2 x (aft O{t 3 x 8 RPETERS ROOF P/VL1. 91 -KED PAPNLLEL 7V .Ice 5c.Hw LE roR slzJ= STAT lj.P�'SRRrA6V-.0 W z x 40 TC \ � �� HLTERNNIE 2 Z'Y6i� S/77S TO R/7FTEIPS. HEADFRS IN PLACE OF /3LT'B"'SHALL 66457ST OF/B"PODf PRNCL PLAICFD PfA'PENDILUCAR TO 3"I'B' HEADER W ITH POST 5TPUC'TUPE e /77T/Kyfo m//,, SIDfPUaTES a ti /O S//7S ID ffLOLIYiNb. LNTT/CE:.OIBxI -41 OR 2r4-@ SIJ L ATT/FE OVERNRN6 /6 z1 HLTERNN7[- 2- � USr-- .OZO1 -�NIC.C-OLONAW SIDEPLAT�S !J/i' Z 10' TR 16UT.•^l; VJ I O17HES USING FJOT I NC.aS A11�k4-6LC 6Pl-ICJ° FEQ10 13 co CgJrIE:-TIOI'k LOCATION OI THRU 121 Pi Y'�I THIZU J )K OPT. ALT0 NP.TE'1 C 16" lZOOP PANr-L 9K OPT. ALTE•PIATI:IIAU-'7 (lal'kOOF PANEL NOTE' I,TF//SS7GFUL70fE MAY NOT Of ENC1DSF8 II/ITU OPEN L RTTICE. N 2. FDR GENERAL /V67LS SEE DW6 1# 3.5 -DO.? N ALUM RA-7EP r�/1rI M81 � ♦"cR D. F, �h• HEADER ID 510E PLATE SEE SCN[OUt6''� FOR SIZE AfFA O?. sin CONNECTION 3",L3"ALUM COLUMNf/OP- ALTERAWrE +.4. EtN� `�I �'Tyf R6@'U::9113 D. F. WOOD POST tt 2 6 0.F SIOL PL;ZI 5PR0N6 FDR UP TO 16' PROJECTIONS' c' 33% OT, C32"COAL S64B OF C17LUAIAI SPRCIA/6 FOR 17-'Z0'PRDJFLTjOA6." 4 * G. DES!!9N PER U&'-- 1995EOITIOIU CHAPTCR 49. 5L,►,g -SEE NOTE 4 if �E 7, FDR RAFTER H4N6EIP bIEHDER TD 5/1)EPL197E 415 ON D►.Ib #35Q03, e , �' 4 GO SA"MOR� }t: - 4 ABC w,m CoNcterE # S/DE VIEW FOD77N6 TrR, 4 �1 )K OPT. ALT0 NP.TE'1 C 16" lZOOP PANr-L 9K OPT. ALTE•PIATI:IIAU-'7 (lal'kOOF PANEL NOTE' I,TF//SS7GFUL70fE MAY NOT Of ENC1DSF8 II/ITU OPEN L RTTICE. N 2. FDR GENERAL /V67LS SEE DW6 1# 3.5 -DO.? N 3X8, SHTS IGF.; 2 OF 13• �h• 3. FOIP RLTFRNA7E ERv,- R7T/�CNMPNT N OF R/4FTEkS SEE DETAIL "G" ON x31 K DW6 AI D.3SOD3 SH 3 OF /3. 4, FOR 5AFETY 5TNKE £ /)BESLO /7NCHIA DETAILS SEE DW6 NO 3SOD3 SH /D OF /3. EtN� `�I �'Tyf S, MAX HEADER OVFRHHNG=4d% OF COLUMAI D 5PR0N6 FDR UP TO 16' PROJECTIONS' c' 33% OF C17LUAIAI SPRCIA/6 FOR 17-'Z0'PRDJFLTjOA6." 0� 3�2 CONC• G. DES!!9N PER U&'-- 1995EOITIOIU CHAPTCR 49. 5L,►,g -SEE NOTE I 7, FDR RAFTER H4N6EIP bIEHDER TD 5/1)EPL197E 415 ON D►.Ib #35Q03, e , �' DR COLUMN C'UvN,RAFTER 7D NOlDER r, Lam. ykT. 2OF 13• LACJ.TIOrK FOF>=-hl LATTICE AWNIN4�� T_7 rDOT[IL'6 0P SLAB RTTRLN, SEE AWG- OF ftTAMpsI /V O. 35?U17 SN IS�j lb�fl OF//. ICBO ES.5 A�/ p r^\• /' - = 6"`�tb I:f. /Frit _ - �r REVISIONS INAALMAAXAX ATIO ..� i ^ nc... ^. ' :... .�.. ! ^ / / • \ CWld4EL�` ?. 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SEE GbJ4. # °5500 S 1 SHT. �y `" S" FOR CZE EXI'1fIN4 n , H4►OIR. 3 OF I!S DET/�IL '(f 8 (• 2"KGYi AWH. 5106- �TlcUCTu1�•E3. Fdl< �FETY STAKE 4 Ao�� •5' '+11off MA-Tt - ^L-rtp4^-Tr- AN C HD(c Pe-rA I L5 f `5ez DI'•JC� . box •�L �� Zit& 12,F.51meft-- # 351W 3, 5Hf• IO OF 15 '"1 * �,�L f•3� OFpr, tii Co JC.5L.1e 4 • FOK fWTER �K H Tn s1vePL,e.TE- Of?- C&Ur1n1 T ll, Pe CONNEC.TIoNS, F^FTFIC To Cf� '!I'fETY STAKE HEAT C014N. ANO C0Wr-jI.i �PJftF� 3X 3 ALUM ALUMN Ta F0071NG qZ CDt`ICF-ETE OPT. tt CANC. ACe'3W A 4CHOFt ALTEFRJkM 4x4 P P 5L^13 ATTACHMENTS SEE 5L/� -SEP; F1vft l • 1 �o L,&,6,- IA --TYPE LATTIC= WITFi'CANCKaTiL vl�1c,•#35017 5HT5. k, 1 STRu�T FoorHA TYrlC!'.L 17117EyIEW cj. pCSICT11 pEft U.�.C., 19 SEpTIoNI SHT.20014 �►j50p3 f., L„•� v(ZE rl ITH 15'� ''��/1 �' -_-_ % - ` ,. '•,� r.0 BO ES EUALLia.TION RE PART NQ. a 6 ,�k 1 oQppfES�Slpyye ` �!rf y*��� REVISIONS rAALLAAAX cPRO �ns��llc �ufcofN P A /O�IIV�I� F', . �.. ��' p k•• �• 1 II .4C� D tVPLII ATb —. �- rtlo.vr... 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ACe'3W A 4CHOFt ALTEFRJkM 4x4 P P 5L^13 ATTACHMENTS SEE 5L/� -SEP; F1vft l • 1 �o L,&,6,- IA --TYPE LATTIC= WITFi'CANCKaTiL vl�1c,•#35017 5HT5. k, 1 STRu�T FoorHA TYrlC!'.L 17117EyIEW cj. pCSICT11 pEft U.�.C., 19 SEpTIoNI SHT.20014 �►j50p3 f., L„•� v(ZE rl ITH 15'� ''��/1 �' -_-_ % - ` ,. '•,� r.0 BO ES EUALLia.TION RE PART NQ. a 6 ,�k 1 oQppfES�Slpyye ` �!rf y*��� REVISIONS rAALLAAAX cPRO �ns��llc �ufcofN P A /O�IIV�I� F', . �.. ��' p k•• �• 1 II .4C� D tVPLII ATb —. �- rtlo.vr... DUCTS ` ALwIallr �O,`�I{ �ry 1 •,1• :); CI�AIJGfD•'�R.o vheN ■w■.: MC. AAI ' v .. 13w ..s I, `,...�.1/ 1 • 9 �RU�U.'(.!t4l ii�;;li i I .. ` .I ,.: 1 L/ rrda. 26 -es r�rC (3, Ijp,(ty�0(tj•FI o■ w..a. ,...-.. _ �/{y�l.-..-.. s - ;��• \'-X71-/$ '�4CF.�:•ii�T Q fi - i\ �' �.� - • . .��; inXEA aeuc�■lo ATTACf-IP�Cl LATT CE .ATID fi -/ I-Yy �, `�. % Cj,•.f' tr �r ,tii .i . .. ',r,. QE <- � °■ir°T V I Wi CIYII '?� -� i • .1'`.0 .�',!��;;�.••..,{.• Y�.. _-....•_^! �L,. vl .� ouwwo l�-L F-�" oFci�,��F �- -..•.. 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T14IGK- CLL1�fN SIDEfLAT�S WITH I6`/,-4L?ZD R *)A TL -JO COLUMh� MltJll-iuH F_Eau1Ke_0. WIVTFK USIKIC* Fe_t:7lt-J&5 V - -4 x 6 P0UpLA5 FI(L-L_AP-cH 4r-2 HEAPeK t W( Oe- FOfi 3'I <6"ALUM. HeAft1z,. L»E COL11t^r15f^c FFCDM !kBX•04-2-,x tl-IIw_ --11 "ROJECNOPUNENCL/-�E`= MIN:MUN LENGTH OF0CTURREQ O W16" PAtlEI 'AFALLEL T". DWELLING I� ZNCLOSEO 7U NP11 8 SO L��7K 17C !APH 8 90 MPH PANEL JOINT CONNECTIONS -NO. OF#IO SMS REO'D PER JOINT UNENCLOSED ENCLOSED 70 MPH 90 MPH 70 MPH 90 MPH x}150 0 w1a.455a .-- — -` 2'-- p" - - — 0' 2 3 PANEL JOINT 8 11 i1 10' -- 6° 2 3 9 13 - �A, -1=19�_ Q r-13'- 011 _ 3 4 10 I S�7' -- 11 3r—tom-- 3 4 3 4 ? 1 13 1 7 19 NO E5 s I-110. SLOPE - !/W/PT. I. roj Ger-IF-KAL IJoT•E� sex 171J4 4 55003, -5,1-1-T-5 14 2 OF 13• �IIU Z. !=Of?- AL-Te-jZNATE El,VC AL'A• gA.rTr4;t 3'u e" ALuri. HtA eg I °+T-fACHMeNT OF f?-fmTzs 15�TLJ sae�tl�'INy dE2 t�Jg.#35Uo3 sHT, ���� 3"x 8n FOR *1m, I h�•oaR. 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ROOF PANeLS PEIZPENDICULAr- TO NO E5 � _ � 1d MIIJ.SLOPE' X41/FT. seZ 40 # 95ot03 5�HT5 1 . OF 13. \ H C 2. FOfL ALTERNATE E! VC T % glr�U G i d� ri4 ALUM.9AFTeR }n x 6l!' ALUM HEADER AT'TACP` HMGIJT Or ^FTI✓f� G 15 J� SEE. ec"eVULE -ALTE,1Zt'IAT" jiA IJ. F. sEE IT•�I4.if 35OC)3 SHT OC� Sk Foft 41za. NepDER. ExIsrIN4 ; 3 OF 1'5, M-CAIL "U" 5f� 3t gq� It �TRUCTu(�E �. FoK _4A4PETY _sTAI<E A�� 9311 N��'y'' I Z!19 &A.ALUM. SI OC- /�HC.HoR DETAILS See_ 0-1.:q, DET3AL NDR 2A"I' �,JI PLA -M - ALrt'-¢N Tmr_ ! I.IE .uM p6P H 2 xG o. F. 51oa p1r<r>: # 35rXJ3 , 5+'1r • 1.0 6F 15. �N p OFT TWIC0NC.5LA6 'I FdR ��FTeR I VYJ6E(t (iCADF is sl Awt-A COLUMN- �� sIDePL�TE oft,CaLUr1tJ, �Yp ... I' Ih lig INS AL ef�T�r>r 4K4 aF• CONNEGTIorls, fzAFTrI' To fH�� R5f FIFTY STAKE O HeAR CANN, AN17 COLUMI I Of'r O�ZI CONC. •(HE F1 1L, To F{�T1N67 CV-CD1`ICRETE AVE -5W ANCHOR5Ll.� ATTACHMENTS 5E� 5Lx 13 - y� "air 0 T1� r -rl CONCReT� 51 DE VIf-" 171.•14.#35017 5F1TS.9,1(41IPFII 5HT.2.OF�13*3 003' T LA�yUNA-TYPE LATTIC!~ FGbT11J61 T{P1Cr L g, pes14rl PSR u•�•c., 1965E-PITIo1J, 5TRUCTUpr_ W/ (o PmF_L5 Q4^Prefc 41)• PEfZPENP. TO DWELLINU TC'b() E S . PVAU1A7100 FIE.YDK-V NO..a io 3.1 P QypFESi!(/ _= ,. 11 �F TEx��e d. `- REVi510N5ALtAA" �Q NOiA�' 'r,,�<`%;';.'< „ ^�� ' �•rl,L+ "1 Vis'.!.''_S qu r�j1 13"� :3�i11•T-i �tu.a.0 nou,cn BUILDING PRODUCTS �,tu c 0 1F PL'NPVA>I;:.' ��.. '�• rn:b'.':i1.\\1 1 , Ce14,•K+ED' ,W, ",..wer:u r.cw.etr 0. tut .ter LTHU(:L O CI:1/2LLM.1� Gl;f:l'r?1111 : f roTxt�ff 9 3o G EORtIi " - "• _• K / -1, .. . .'�•^•�l�'. •. i�_'.`'Y`tc,., f J.>�� 5\To c..e: oe.wrwoA•rTAZ FD L.,,�IcgP`-rl0 (ry OFo .wiwn CA "�Y�^.'-,%``y""� �}.�.: .:. �•O�, C _.FC.. Fr•�c'.�UEG ��r "V[ IBJ-LJ'T eu ��DI 1 MINIMUM LENGTH OF STRUCTURE REQ'D PANEL JOINT CONNECTIONS -NO. W/ 6" PANEL PERPENDICULAR TO DWELLING OF* 10 SMS REO'D PER JOINT PROD UNENCLOSED ENCLOSED UNENCLOSED ENCLOSED 70 MPH SO MPH 70 MPH 90 MPH 70 MPH 90 MPH 70 MPH 90 MPH o' 10' - 0" 12'_- 6" 15' - 0" 20' - 0" 2 3 7 .7 1 Z' 12' - 0" 15' - 0" 18' - 0" 24' - 0" 2 3 8 9 -14' 14' - 0" 17' 6" 21' - 0" 28' - 0" _ 3 4 9 10 IG' 16' - 0" 20' - 0" 211' - 0" 32' - 0" 3 4 10 11 !8' 18' - 0" 22' --6' - _27P. — 0" 36' - 0" 4 5 _ 12 13 Zp' 20' - 0" 25' -- 0" 3J'- U" 40' -0—' 4 5 13 14 10SM5-5E-e x(02 SGHEDULC. @LEFT Sj'AG�D @ 10'-011 ?aA Rb Fofz No, FJEQIP/x T PANEL PANEL Jol NT Fc'� f�`FTEFZ 512E PANEL- JOIN T5E� scNEvuLrE 04 G1t 2rx8'x wN NECT' IOtJ 17ETAI L 'p'O�E' OZ 4'ALUM fA3ClA (oIALUM. ROOF PANeLS PEIZPENDICULAr- TO NO E5 � _ � 1d MIIJ.SLOPE' X41/FT. seZ 40 # 95ot03 5�HT5 1 . OF 13. \ H C 2. FOfL ALTERNATE E! VC T % glr�U G i d� ri4 ALUM.9AFTeR }n x 6l!' ALUM HEADER AT'TACP` HMGIJT Or ^FTI✓f� G 15 J� SEE. ec"eVULE -ALTE,1Zt'IAT" jiA IJ. F. sEE IT•�I4.if 35OC)3 SHT OC� Sk Foft 41za. NepDER. ExIsrIN4 ; 3 OF 1'5, M-CAIL "U" 5f� 3t gq� It �TRUCTu(�E �. FoK _4A4PETY _sTAI<E A�� 9311 N��'y'' I Z!19 &A.ALUM. SI OC- /�HC.HoR DETAILS See_ 0-1.:q, DET3AL NDR 2A"I' �,JI PLA -M - ALrt'-¢N Tmr_ ! I.IE .uM p6P H 2 xG o. F. 51oa p1r<r>: # 35rXJ3 , 5+'1r • 1.0 6F 15. �N p OFT TWIC0NC.5LA6 'I FdR ��FTeR I VYJ6E(t (iCADF is sl Awt-A COLUMN- �� sIDePL�TE oft,CaLUr1tJ, �Yp ... I' Ih lig INS AL ef�T�r>r 4K4 aF• CONNEGTIorls, fzAFTrI' To fH�� R5f FIFTY STAKE O HeAR CANN, AN17 COLUMI I Of'r O�ZI CONC. •(HE F1 1L, To F{�T1N67 CV-CD1`ICRETE AVE -5W ANCHOR5Ll.� ATTACHMENTS 5E� 5Lx 13 - y� "air 0 T1� r -rl CONCReT� 51 DE VIf-" 171.•14.#35017 5F1TS.9,1(41IPFII 5HT.2.OF�13*3 003' T LA�yUNA-TYPE LATTIC!~ FGbT11J61 T{P1Cr L g, pes14rl PSR u•�•c., 1965E-PITIo1J, 5TRUCTUpr_ W/ (o PmF_L5 Q4^Prefc 41)• PEfZPENP. TO DWELLINU TC'b() E S . PVAU1A7100 FIE.YDK-V NO..a io 3.1 P QypFESi!(/ _= ,. 11 �F TEx��e d. `- REVi510N5ALtAA" �Q NOiA�' 'r,,�<`%;';.'< „ ^�� ' �•rl,L+ "1 Vis'.!.''_S qu r�j1 13"� :3�i11•T-i �tu.a.0 nou,cn BUILDING PRODUCTS �,tu c 0 1F PL'NPVA>I;:.' ��.. '�• rn:b'.':i1.\\1 1 , Ce14,•K+ED' ,W, ",..wer:u r.cw.etr 0. tut .ter LTHU(:L O CI:1/2LLM.1� Gl;f:l'r?1111 : f roTxt�ff 9 3o G EORtIi " - "• _• K / -1, .. . .'�•^•�l�'. •. i�_'.`'Y`tc,., f J.>�� 5\To c..e: oe.wrwoA•rTAZ FD L.,,�IcgP`-rl0 (ry OFo .wiwn CA "�Y�^.'-,%``y""� �}.�.: .:. �•O�, C _.FC.. Fr•�c'.�UEG ��r "V[ IBJ-LJ'T eu ��DI 1 SCHEDULE FOR ATTACHEDAATTICE PATIO STRUCTURES -20 PSF LIVE LOAD - 7O 8190 MPH •O O Z "x G '/Z RAFTER, TN/ S RAID SPAC/N6 COL UMN SPAC/N6 FOOT/N6 HEADE,e TO SIDE- 'RQIECN08PL097f /8 "o C 2D r OC 2 2 " OL " OC ON SL�IB FODT/N6 S/Z E d= X" COAGVEZ7/UI/ REOD IV4-014S/YK 70 WN 90 MPH B' 024' 024i1 .024 Z4" -�(/" /O=Z" 0O"' 4- 4 9, •04Z _ /. 7'-8" 2 /0' I, .02.4 .6Z9 OZ9 OZ9 -OZ9 .02 7'--1 9'-/" 36 ri 6'-b" .-8` Z/" Zl" 4- 4 9 ALUM. IZAr-rER- SE8 SC14EPUL-E Folz s1za. 3'ALUM. Cow N -ALTERNATE 4x4 - D• F. WCOP "T OF`f.-!WcONc.5LA5 i .03(0 .036 •O O .- - ZZ" 4 6 /3 .036 .036 .036 .042 S'-6". f3'- "� 22" 4 6 l4 .036 •04Z .042 4042 S'-/" 7'-8" 2 4 6 `WETY' IS .042 .042 .042 4'-9" 7' -S" 4 6 WIT /6 I 042 — 4'-S" 7'-2"' 4 (0. 6o-LTI Ne "ON SLAB" //VCLLJOCS !-Y77f(H//1'l- C6LUA/N TO SAFETY S'rRKE OR l�SES Fs9iCTN AAlf ,40R• �IHIf "f}ik.Ft'-_ Ct ;.,,::�^I . tt�d11"t-•r-], nE."'LZ. LATTIGe' 18" x I k1' >< ' @'SSI OR 7"O -c' `n� zx4 "095"0-C,- 1 NICE OVERHPN4 I ('I' FoEZ I'ft"x I Oft Ib" FOF- 2x4 R FLATTIC E. 3"x b'"ALUM. HEARISTINA 51m VIEW ., I 4llvtYbtt 4�L]Cg REFI? 3 .C'_ur��! COrinIEC.TioNs TN 15 STrZI!cTURE MAY NOT t5r- \ xATI(7h1 � ELNE1 ZFoftNRom 5FP4aj. 31xg" _ - - # 35ao3, ZHTS. I OF 13 $ 2 of 13. ku,l + 0 3. F0f� ALTe-fZNATe- EAvE ATfALH - 3X Ht y1h I MINT OF lZAf TE -=s 5Er-- DI:rAJL DW6.#���Qo3,5HT.30F13.TW AL1,,_ �h 4• FOR SAFETY STAKE 4 keeE CO AJJ- �N S1I J CHOI- DE.TAI LS,--f-E. Pk.. 4# -3SW5 SHT. 10 OF I.,>.T`Y, Iglhl' o SPL/CE LOCATIONS FOR 15. MAXIMUM HEADER CNE$44ANU =.40% �" c MIN: D'H4. 8'-0" MAX, ODLUMN HT, `�t OPEN LATT/CE AWN//V6S Of; coLUMN.ACINy FoR UP To 5L�A635EE IJoTE�� L�U�� TYPE O I(0 PRC�JECTIof`k-I 33 y: OF CALUMI� #Ig ON Dl�l/� X3=003, �' SPACIW4 Foft 1-7To Zo PROJECTIONS. IATTIce �TRiciL1RE �O• PE -,16H rtEK U.D.C.) 1985 EDITION,CWP4}. 5H -r. 'Z OF 13, Fog,lr+ew..d[/v It'S � 7. r-cy- FAFTeR HAN4eft HEA.;7 2 To ---4ce"TE. I CBO ES EVALU A-i10N REPORT (,2 1 oft COLUMN CDN" RAfTW To HEAMF-AND COLUMIeI TO F0071tii SI, APs A- TACHM. ,ENTSrREVI5loN5�AWMAX ewwrNo vnonucrs ��.SHE„041ALUMIMVM rc"sur -- J. _ ... ??��1 _�'^-'I ,L•_+� I-2'�il-Z.:�/i /.^'.� I _ _ _ rwt: on�wlra TTACH� LATTLCE .IO 0 4w /•• / t'\ t_�7_/f8"J{''' ..�I%f/ 0UM!!n JJOI 5 ('I SCHEDULE FOR ATTACHED LATTICE PATIO STRUCTURES -30 PSF LIVE LOAD - 70 8190 MPH r.migLArTIce Z -6r, -RAFTER 'TNICKNESS HND SPACIN6 COLUl17NSPf1CIA/G FOOTlN6 H d D S/dE„ „ -SIZE PLHTE [DA/NELIlOu ALUM. RAFTER 3 c 6 ALUM. HEADEp 'RQIECf10N I8„ L5G O"LAC ZZ" OC i L4” ,C DN SLAB FOOTING JIFF -DO N $t/fSA15 SEE x1+EDULE d = X 70M P14 1 90 MPN Fog- slzp- Ex1sTIN4 8' 02 ' 24 024 .O Ca' -D" B=41, /9" + „ STRUCTURE x 3 ALUM. e-0 UHN 2 x /oY2 ALUM. 5I 9' 0 9 O DZY S'-4" 7'-1I" ZO" 4' PLATM /0" .029 O 4'-/ " 7'-G' O 4 .036 .03(p .03(p .64 '-4 " - 4- 6 OPT -*i1Czt.1C.5LA5 .036 .04Z 2 .042 4'-0" - O 0" 4 3 '-9a 4 6 4 .042 - G' = 2l • ' oN SL1.D" INCLUDES ATTAWW6 CDL N TO SAFETY sTAKE OFZ Alb"CO EAF-11.1 ANcHo1c; FO ET FXK 51m VI EW 'iNREE Cow�'INS m%1'A nc't1 RM.Wb. 0 ? TH�-PN r+ N6rr--o GEIC+AL. KAFTE�4 F�100 ►moi rfPIG°.L J� VRRI ES TIaN 24" HAx.I `IJk"*IV'0 °5i2 OR 7"O.C. 3"d MIN OHG6 2x4 IrpR�I'p.C. '4ry LA jz,* I/L"x"', I Ifo" FOR ly O(Z 18, For- 2x 4 • �$ NOTE5 mL°II MAK. �p�� I. H 15 5T'RUCTURE MAY Nor Dr LOC.s NN -,futCl REQID 3COLLIMCON 1oN5 ENCLOSED W/ OF'vN LATTIC.1=, u LOCA -1 2. O - 5Ha1 N3 T5 OF 13 $ Z OFh. O 9. FOF- ALTEfZNATe SAVE ATTACH - MP_NT OF f1Arle1KS 5EE DETAIL 3x3' Nq? iXbl �1 4. F RI`-ofF-Ty A� A0E3C0 M?- ��EN 5 CJ -OF- DETAI LS lsEE. DWG. # 3500-3 SHT. 10 OF 13. TY, 5. MAXIMUM HEADER CWE$44ANG =40f - SPLICE LOCpT NS fOr? OF COLUrMr-I SPACINtq FOR UP 70 off 3! I Cor4c. d�/ J �AGUNA-TY I S1 -51 -'5E E NO I I PE O( OPEN Lf)7T/CE 19WN/N6S 5; CIH64 CT1ON5" % ' OF CD Tiot 415 ON PA6-lk3IXX ' �+ LATTICE. 57RUCTURE SfAGII`k7 Folz 17 TO ZD PRo.1F�.TIONS. hHT. 2 of i3. . /n. DE516H PEp, U•D.C.r 10a5o EDITION,CW-49. 2A Foar 7. F�Or- FAFTefz- HAN4eft I HR^PE42 -ro SIDE Ca-UMN cnNN. t'I'f`T� I C6t5 ES VALUATIOt`1 REPORT 7.6 �i i OR r RAFTE(L TO HEAVER AND �pFES IO V9 �press,r� �-P„fir COLUMN TO oTI►(�Ci' ylAg�. AC t�< REVISIONS �ALWLX �or�rr� Q L e _ Ffl �y TT H ENTs,,� Burr orNo veooucrs 1' •''"^. l• �i'S',/a,ICI �, I Is1f(I'.. a�e�� ALUMINUM 0. 13VAN F n ii. � 5E 354 � t6;13 C y ! .< '/C.�� 9 ytF �. r OF j� on n. No. 13851 3 a V C?IA!L'! ` et. ;= 6 I.WLffl!1FRB/E :.re . �� M l I _ :ry 1 6 2 f1 ll. t aC.11: aa.wlM .... /f ` ,'/r a � j' ..�..... .. — -A 0. 3 f.CE .10 d 2Q d CVfI �..•... rT�•'r a�'.=y' r,. Z_, x-87 'ff 0.•,11 l\' �••. 2 --' own: oe.ww° AI `IF 6oMAR N a ...t �SOI� OF rurau I. ca SCHEDULE FOR ,SINGLE SPAN ATTACHED CANTILEVERED LATTICE PATIO STRUCTURES-* 20 a 30 PSF LIVE LOAD- 70 a 90 MPH MAXIMUM MAXIMUM FOOTING SIZE REQUIRED COLUMN SIZE REQUIRED NUMBER OF 5/8"NUMBER OF 1/2 LIVE WIND A* I I RAFTER RAFTER MAXIMUM COLUMN RAFTER LOAD PROJECTION SPAN OVERHANG SPACING WITH Oxe MAX. COLUMN HEIGHT MAX. COLUMN HEIGHT BOLTS REQUIRED TO BOLTS REQUIRED CON CT COLUMN LOAD TYPE (MPH) (CLEAR SPAN (CANTI W= BEAM HEADER 8 -7 11- 0" 9' 7.. ACKET TO 8"x 5" —BRACKET TO SQUARE (PSF) CONST. NON -CON. CONST. NON -CON BEAM HE STEEL COLUMN 20 .030"x 3"x 8" 70 14'- 4" 101- 3" 4' - 1" 19, - 9" 24% 27" 24"x 29" 24"x 30" 24"x 32" . 065" x 3-I .065 x 3-1/2 2 2 90 17' - 8" 24" K 31" 24"x 33" 24"x 35" 24"x 37" 036% 3"K 70 1 7' - 3" 12' - 4" 4' - 11 19' - 0" 26" x 28" 26"K 30" 26"x 32" 26% 34;!- 11, 17' - 0" 26"x30" 30"x32" 26"x33' ' 36' 188x 3-I/2"90. 042 x 3 z B 20 - I 14 - 4 5- 9 18' - 3 27 x 24 27 x 32 27' 27 x 34' 90 1 6' - 3" 26" x 31 ' 30% 35" 6" K 35 30"z 30 .030"x 3"x 8" 70 8' - 5" 3' - 4" 20' 7" 22"x 21 2 " 28" 27"x 2 7"x 32 .065"x 3-1/2" S0. .065" x 3-1/2" SO. 2 2 90 18' - 7" 25"z " 30% 31" '4'r2 8 30"x 38 .188"x 3-1/2' S0. 4 .036% 3"x 8" 70 14'- 1" 4' - 0" 19, - 8" 1 Zftof 21 " 28" x 28"x 26" 28"x 34" Y 90 17' - 8" 27"x 32" x 35 27% 36" 27"K 39 4 2 .042" x 3% 3" 70 16 - 7" 1 I' - 10" 9 18, - 30" 30" x 30" 30% 26" 30"x 34" )G 0" 9"x 27" 30"x 351 29"x 30" 30"x 39" .188 x 3" SO. ' 31E FOOTI NC -,5 I V ­r iH( LJVE ATTACH I Nva COLUMrK TO A Y E OFF- AI>E-<O ANCHOFC . NOTE t .-all AKF_ ASLI A5 W IDTH (W >< 9EPTI4 (d �. iIEd1E MoJECTIoN = CLEAR spAN H- CANTILEV .01711x lyZlxIvt (CLQ LATTICE (T -(r) TERC ION ^R� NoTr-_s I. TH 15 STIZUC'rURE PSA OT 05 Z. FOIZ GENERAL N S -5E hGI Yjr�003, LL %1 (C/v.1TILe\/5rc) SH TS. I � 2 13. 3 FOft ALTF_ a.-rt�- E ATT,1CHMet iT of F1.4 ;pg5 5E ETA1L.. ''G" ON n-46r i �# 00 !7 es r 3 OF: 1-3, 4. SAF 57A G AFSESCO ANCHOK cam, MHT. DET LS, SEE CJvJCa. '»003 SHEET 5 X8u - III -oil I OF 13. 307- OF I. G F Ec' 1,1 � �U CI 5. XIMUH HEADr� OvFIZHANC, = s Hp EE�B�I ��uM OJ COLUMN 5f'^CIN4• � � �� W "��; � l7CSIGN PEFt U.F3.C., I`�85 EVITION, CHAF'TEP= 49• I'(�` C oPT3!i"CoNc. 1 � E 51 �G• �r- vETA1Ls Ro sLAe ASN SIL �y EQ�1PC0 7 F-I� F T HANGE2 FT�K T= t 9• HEdvF_IzCONNECTION ANV cowr-1NTOri FoK)o0)T-i ICa SIZE5� yF� L� I HEADEF- CONNECTIOH5 5F -e. DRAI.IINba scHEDULE Acove. d� � (�a LAG-00A-TYF'E oE•I`I X35017 BHT. 9 0 F 1 1 • � , rql�' NoTE :ALL FOO-riN� AIS ;,�,� �EI� TTICE'5TRUGTURE GFl�1t�NEV As Fie NJolnr,. w N . AREA FOR ENGR.STAMPS: - - IC5O ES. EVALUATION Fl T NO. a67.IP .'° •• '-s S/� ✓ o t ' ........ La o�pF t J�lp a p4 .e Qv A ry 7 �r �� ` �' sry�. ' ?. ' \' - +, ... , REVISIONS a.{ax r{AQIImIR1x I V— - -- i.i ,� DKA.N n: `— 9 BUILDING PRODUC7S OEYEIONE"1.ND EW ALUYINUY NI"E - -- r.cN A•sr Asxr .....!�^L - z BR::CE D. GE D.:,t•, atatt's oKaw ,. C/•. Lt TIF F^no. H 1385 J CPA! LMA4 .• •............. ' p. '[j Jti •'4 �� .. `y` u•e � T-K,j �- 10- 2A 4 -no O MPH CIVIL DAre � a/O'/8 -gam `,i ��` 'S r4--'�: .-..i .. Io- � - as �••••• 011A.T Drxx. rT r,a ClYll �\ yr t•. :. • Er�' � H EADEK KAFTEfL _STT I .:E ALUMIr�UM AL -LO`( 5006, H -5gj (YPICAL 0 - 46 X I %g WOop O/G Z- 0:10 505 II-ITO ' METAL 0 2-#8 Sr'15 F,L:H 911E LAT`f I O �.- t=.04G r I5.7y 's. 15" 97 I _ e ..... OPT• V SNERMAX 1NSUL BOARD PER ICbD EVAWA'TIONREPDRZ Ito"* IJ� Nt*JCR�;. NO. 3223. MAY NOT BE USED If" INd.bW:. WHERE 18" PANELS ARE VSEDTO RESISZ LATERAL IO ADS. ISIFZOOF PANEL TO Lr-_PCaER ATTA=HMr1JT �cEQUIMFriTs UtJl�.JCLOSEP - Z-#lostls ENCLOSED- 4-#145ris, ZSETs 18 fz�F PANEL (sUP��1�.P) of �-#IO SMS@15'b.c. COLU M tJ -z 5r t5oL'f5 L L=2.9211FJR 3"x3"R%FTEf?--, NI ; I tYP °� SCO JLr TYP 2. �•g�> IJ_ IY COLUMN COOEAF.H I' I .094} ASTM A -- Py 40 KS I ,9M-CIAL P-UVGH LUM/IbE� SIZE slrlt rr JOIST HAtJ6e95 HOpP� U Z> FICA -Z ZIIWIi.T FP`F TFp S 4 1✓1DOEL Ll "(o FOfz o.l l w i PF RAFTt;F '- OK A('PrZ0VED QUAL . _FAFTE_P 4�ANCF�Z IALTEW�IATF Fob "00V gAFTF-�_') AFF_A FOR =N6R. STAMPS : _Ai. OF ss var %�QpF ESS/phq :N' c f\` i q•"...... VA M1q N� tt r :.o3h ` /P BRIICF B11Yflv.;. fytjz� cCRUCE D. CH ":` 55081 2-V¢'�-Z" 13OLT5 OHE-14A1M USINy -.--o mG4•F012O(Z I- I/2 HILTI HDI EXPAJ• n�c:il_T o�j p.rYRovEv EC�.OfJ F°R RAF PANEL INFO. -SEE SLAP/. l �' ATTAR -N WCC TO n� IG • 3'5�3 , SHEE (3 OF 13, I" Fc rTEln1(a �E DETAI L 11Au. �I .�FiEOuL�'• u V" m�E DE L RI QW OFR REFEI2.5EE G Taff °iLL" ON DWG -t #35003 '5H.'70r-I5-fORA4_M. pL�MIrJLiM SHIIJciLE 2 CONtJTb1�KET ---F-a-16(AL50 CAL.LEO PECOF.ATA/E PL^TE) # 35019 I SHT 7 OF Pj 3003 H- I4- ALUM. ALLv,( ^_T02 FOIZ A4JJH. ECT I � P 2 - X41 ex��Ts o12 i i 3�2I 2- #'10 j o WCCv j 2F� �Zn HILTI HDI fes- OR Z # 10 w3� 1 PA PFI eoLrS SIS 10-ro MI ETAL. 23�a (Or O01Zi APP2. FE1l lAL \ - - �Zr t5OL i 4I' I 12AFTE� ! i�Iv� / . u j i 0i P;SI 1 ANS t`_ ( fn's: D. •• X #6 x I I/� WOOD 50( t_j OF- #ID Ps @ "O. MEW * S SM5 t4 TO LAT- TICE . LAJZIC� blALl_ LAR C.HANHEL `ONN _�CT-.J IAC �_ _ ONr C u 1 'UNE �- ?A(ZTS �w----, IC6� ES. 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E5RA:cKE•T LJSEO W/ 21x 1 EFT S 8({�cKE USED r 1/3'1x811 jZAFTE(�5 tJ0(E: Y,LOCKItk, ACCESS HOLES USEv ;:A'-Musr 13EIN5TAL1ED W NENAtTACH I Nc�VETS I L F -AFTER To HEAC>e4k CONNECTION 5gACKETs 2- 89M5 H S1nE IN c01JJuHcTI0N KITH INTO BOX SECTION A (o- 85Ms EACH (ALUM. t=.040')I r. THr- RAFTEF- it,S- LATIotl WHICH THE SMS L aH4TH WOUIfi �x I • / (=tOCKINCI HANGER 2 A(.o/2 APTE{t 2'I%(o%ZIE3uxr-IrLi EXGE�CJ 2�Z1. II SIDERAIE L n � I:S A /-OO LF�'aER 2x GSM �IOCKIN a i0 }2AFTE{Z CONNECTION 31x8,1 IIE � � c�.°µ°s;pt� �.___� E5LOCKINC7 I{ ,HCiEr, (ALUM.(.065-T6 t=.040 ) 31,C6"HEA19ER -TOT 4-�145M5 '>IIx 3�I ALUM, I • COLUMN :IsTINU KUCTWe Q�- ALUM, ALUM. FASCi,&, FASCIA 0-14< KAFTEft AWM, RAP -MK 511701 �A5CIA— E raj O0D31X3A� &" 2 #b hM�i � Gal UMI (�9� SALT. sPh IMON Z 85M5' 2 #asMs 2III 81' 11 HPNc,E(z 5H HH. I -1 x3 ><oCTIf4 ' ALUM. Ct�NNECTIN�i 2 -4-8 x IuSCjzE-" I I x I' n 311 x 0. 0,A At IGyL�. EP -1-H SIDS ALUM Com-lr-cTINci ALT> PR Xf'E iZAFTER-fO "ALL CoNrl. AN yLE . C.c1NN. AT FAFTE!< C,00 -1 AT CARNI=;z HEADER 8 -*146m!5 (q E,c•H4IDE) FASCC IA CONNEC-TIoNs I/2 L21 A. f1A5TIC 51DEVIENI-� FLUG5 - 5E -E 2 - #''14 SMS ° vETAI L -rH 15 SF{T. EACH SI M SIDaPIl�TE 3x3 COLUMN 3�IxBIHCAI�EIZ o 211x(U2SIDEPLF E- 51L?EPLATE 8-414 SMS 4FAC=, —I -Z FX -4'P ONE EACH %21OIA PLASTIC SI De- OF Col,Ut-1n4 f0j:'.I 51DE OP COLUMN. p�� 51.PF- fl- .Tr 1oNNF�TION 2-2 -(,ii SIOwL�TE5 ——�..-_- 1-fF14 „�,. Ep , 00E . EACH SIDE OF I CON i SLA�> UR l- - I .- ' ' A' CO W M rJ HEADERS ICE M )VESS P� CENTERED ESSfp^r� COLUMN, :.o;••S;arEOF:.• ti, 6267: i NES,, L .,,gGcf fHA�V F II L ELS rra�ss� UNI. 4;,IFerl-ATS TO HEADE- 5G" INCi ALLJM..Tj��— CONNECTION DETAILS HEAPF-KSPLICE PE-rAlL - rs� Z°ixi t. x . "� )� IN r •smart Ap�� r�R IZ• T � � -- .I_ - TC'B o- - ES e/ALUATICN REPORT' . ,oress�onai En.. rtiA�E TFt1f0 -'—tlf- `-�',` /. r, n ♦4,�1 ~'` ` 1- �� �EVISION� ' .o`er„r�c��i •�eF � L?r �� �S 'l y*�� _ ¢ c. I, INALLM” BUILDING PRODUCTS oQ�pFESS7'A,. 6035 "c."� ♦ f'.,i; C 1 v:F.'Er, Vp'� 1/i:;' OLVFIOEw(w1.wOEwOIwE[Uw0 N' 1.. •J ,� (: bRIICE I"w!'yl.Y - .p�RUCE 0-CHA�_LMAPIt / 'T \ �I. 16-� Yi IV*- -- - y_-••, �_ 1�4.: nll.rwec rAcwuse &i 5 t G•F�LW K11i F 4,. CE✓ p .:.087 i P- •i r Evr.rI-I 4��! !1. , f": i. ? Hrl_I :.i...l. M: acus oa ATTACHE -f% LAT Mu i3R5; F'' 4 •. A. � �;..,..i.-.3 •.l ^� [7- la' �_`_=�i�r:1 =1L'L,I L _-__..- oue onArlwa 'T", 4 rursE. 4 ' BRUCE D. e CHALLMAN Pow .23921 24'Oe (J� G. A�VYIMUY "E PATIO IF- O W 7 c I 6-1110 s EA I �3°KStAWM. HEAvF{t SIDE ,,,1 2V.fex911x 14A. OF H ,L -LM. HEADEr- 4-if�14-�,15-2EA• 2-2,L�IhIIALUM,F;DE�Cs sloe OF sflLIc-- 12-IZHT51Mf5oN K 12�' 2x6ipx.01A" o I I oTl'(' I �2 '-.4- 711VII* 3°x3d "T'S7RPP 1�• 0 AL.UM.5ID�PLATES I I I J 3- 14ShI� 0 4 -'I, -EA eACH SIDE AWM. EA•hIDE OF „ EA•sIv EA. 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