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Home My WebLink AboutRevisions; Change Product Approval for Roofing Underlayment`V\Vf. OFFICE USE ONLY: DATE FILED: $\V �a l REVISION FEE: PERMIT# RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION RECEIVED AUG 16 2021 St. Lucie County Permitting LOCATION/SITE ADDRESS: // !Z / y'4cmOsl C`l. r4. v (� DETAILED DESCRIPTION OF PROJECT REVISIONS: C° A4 NGE T? 9-D U C7- .4?Pf v.4 L F"D 9 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME:OD.f/ E �IfFL L QUALIFIERSNAME: ADDRESS: 6'=�o3ep' CITY: i4T F(L^ STATE: _�',_ PHONE (DAYTIME): OWNER/13UILDER INFORMATION: NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: BX!1.4AI T ADDRESS: 7-e.5" SE PSL 13L It y, CITY: 77 S L. ST PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 FILE COpy 7pC ST. LUCIE CO CERT. #: ecprrs ra��YST`'GC7?0N. ZIP: FAX: ZIP: FAX: &-�LG'C&80p 4, ZIP: FAX: RECEIVED ;. s Planning & Development Services Department Building & Regulations Division AUG 16 2021 Product Review Affidavit St w county �-ls��ficy �u cotic,�ccrF "Is iefCf_ Building Permit # ,.��'� — ®v�G� Owners Name �,$7�UC i /D.V �"�lC Applicant: � 6� � .4Bx'/E1a4 L � Product Opening Design Pressures Product Rated Desl n Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows Mullions Fixed Glass Block Glass skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Materialpl U a MEk,T F- — !Sd GLASS use y.19 f� So2S9/ SEz�- �4��tE;arv�. Revised 07/22/2014 .��1111llllf/i,, I have reviewed the above components or cladding and I have approved their use in this structure. These products provide ad if�V wind loads and forces specified by current code provisions. Name: �CVtIAY'l t-P Signature: �(X1,//, .01 V1�1HeP� ti fo (�O�c7 �j, e Design Prof: Cert. No. Date: ' 16`z :OF i i k �'i'.�. N :e,1CON 'YP`�.. ... fix,.. .. FI+zUW. g _ALL CONCRL, ' ;7RUCTION .' • D RESIDENCE • !: I ,� g "� PONY PINES - UNIT ONE - BLOCK - LOT BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL DATA OPENING SCHEDULE: EXTERIOR SWING DOORS. OVERHEAD DOORS. SLIDING GLASS DOORS. FIXED GLASS. AND WINDOWS P ,ST LUCIE, FL ,.n:. wF,a,st> v +' - ,,... ., ;• ,..r .- .. - - .. mow. "1: 1m 1 ;1 . ;m PRODUCT DESCRIPTION MODEL MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN BUILDING DESIGN10a NUMBER DESCRIPTION TYPE, SIZE, SPACING & EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) OVERHEAD N/A GARAGE DOOR - - COMPOSITE EDGE OPAQUE FIBER -CLASSIC THERMA-TRU IMPACT Y4" X 14 MIN. EMBED. TAPCONS AT 14.5" D.C. MAX. +/-50.0 SEE FL# 20468.4 iy 4N FIBERCLASSIC SINGLE DOOR & SMOOTH -STAR DOORS ELEVATIONS GC&IPOSITE EDGE OPAQUE FIBERCLASSIC FIBER -CLASSIC THERMA-TRU IMPACT Y4" X 1-Ya' MIN. EMBED. TAPCONS AT 14.5" O.C. MAX. + -50.0 / SEE ELEVATIONS FL# 20468.5 SINGLE DOOR w/SIDELITES & SMOOTH -STAR DOORS COMPOSITE EDGE GLAZED FIBER -CLASSIC THERMA-TRU IMPACT Y4" X 1-Ys MIN. EMBED. TAPCONS AT 14.5" O.C. MAX. +/-50.0 SEE FL# 20468,12 FIBERCLASSIC DOUBLE DOOR & SMOOTH -STAR DOORS ELEVATIONS INUM GLASS SLIDING SERIES PGT INDUSTRIES, IMPACT (2)-Y4'l X 1-Y4 MIN. EMBED. TAPCONS AT C4+1 AT HEAD/SILL, +/-60.0 SEE NOA# 20-0429.09 SGD-770 INC. 8 AT JAMB, 7+8 AT P-HOOK ELEVATIONS DOOR T ALUMINUM SINGLE HUNG SERIES PGT INDUSTRIES INC. IMPACT " " Y4 X 1-Y" MIN. EMBED. TAPCONS AT 13 O.C. MAX. +65.0 -80.0 SEE 'ELEVATIONS NOA# 20-0401.11 WINDOWS SH7700A. ALUMINUM FIXED WINDOWS SERIES PW7720A PGT INDUSTRIES INC. IMPACT Y4" X 1-Y4 MIN. EMBED. TAPCONS AT 12 O.C. MAX. +/-80.0 SEE ELEVATIONS NOA# 20 I+ +O ' 7e.re;.mswaars...::cRa - _.`sse4. x,aa's,. c;., ,,. ,.. �,:<_a3sz,.,<za.;a ..hm' saxxsmr.✓r,«sr :wa'.ar+'..:z. rx..„ ,. .. PRODUCT DESCRIP11ON b1 MODEL NUMBER MANUFACTURER ATTACHMENT METHOD TYPE, SIZE, SPACING &EMBEDMENT PRODUCT DESIGN PRESSURES (PSF) BUILDING DESIGN PRESSURES(PSF) PRODUCT APPROVAL NO. Ya METAL ROOFING SYSTEMS 5V CRIMP GOLF COAST SUPPLY & #10 X 1" PANCAKE STYLE FASTENERS AT 6" O.C. ALONG NAIL STRIP +/-164.25 SEE ELEVATIONS FL# 33818.2 MANE. INC. ROOFING UNDERLAYMENT 4.19 POLYSTICK POLYGLASSUSA' SELF -ADHERING +/-150 - FL# 5259:1 TU MAX ALUMINUM SERIttwoop PGT INDUSTRIES, Y4 X 1-Y4" MIN. TAPCONS (2 ON EACH SIDE OF MULL, TOP. AND BOTTOM) - SEE NOA# 20-0406.03 TUBE MULLIONS PGT INC. ELEVATIONS HURRICANE SHUTTERS N/A - - SOFFIT COVERING TO BE BUILT ON -SITE USING: 3/8" HI -RIB SELF FURRED EXPANDED METAL LATH WITH OK -PAPER' BACKING (CEMCO; 3.4 LBS/SQ. YOS, MEETING ASTM C847) FASTENED NOT .0/-37. +280 NOT APPLICABLE SOFFIT COVERING Is'i C00 p STUCCO TO EACH ROOF TRUSS NTH #B(MIN) x 1 1/4" PHILLIPS PAN/TRUSS HEAD SCREWS (10-8 S.S. APPLICABLE (WALL ZONE 5) (FBC-R616.4 & OR GALY. ASTM A307 STEEL) SPACED 5" O.C. MAX (2 SCREWS PER EA. SQ. FT. OF LATH). R703.1.1) , 5/8" THICK MIN. CEMENT STUCCO MIXED AND APPLIED IN CONFORMANCE WITH ASTM C926. I w 1. ALL GLAZED EXTERIOR OPENINGS SHALL BE: IMPACT OR PROVIDED WITH SHUTTERS. 2. MAIN MEANS OF EGRESS DOOR MUST BE IMPACT RESISTANT. I I 3. WINDOW AND DOOR FENESTRATION SHALL BE IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED. c I Il RFVpwFn THE ARnW PRnnIiC.T APPRnVAI INFORMATInN AND APPROV NAME: BRIAN MASKOL, P.E. CERTIFICATE NUMBER: 66080 STRUCTURAL I? OM 1. DESIGN LOADS IN ACCORDANCE WITH ASCE7-16. 2. SOIL BEARING CAPACITY: 2500 PSF (MIN.), 3. ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4. SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE .PLAN FOR SIZES & STEEL REQUIREMENTS. ' 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1 IA" SUSPENDED SLABS: 1 A" S. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. B. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION. OF HARDWARE NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE MALL CONFORM TO 0-E MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES. 10. LINTELS SHALL HAVE A MINIMUM 4" BEARING. L 11. PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 12. STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER e WIRELATH W/ 11GA. 2" NAILS W/ 3/8" B HEAD 0 6" O.C. OVER 3/8" METAL RIB LATH 0 611 O.C. W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER). 13. EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/6" HEAD 0 6" D.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32". COX PLYWOOD WITH 10D NAILS TO STUDS 0 6" O.C. PERIMETER AND FIELD. l 14. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER `. OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. WALL I II , rr .,41, fi G.� � µ? OTES "fi15+Y�?F:�r iY.. .a✓. k^.3*x@£: b1 .e^.':£3.h':'v'4:.$t. '.xl;:' 1. INTERIOR TO BE %" DRYWALL FINISH. 2. ALL INTERIOR GYPSUM BOARD TO BE MIN. M" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 X" LONG, ANNULAR -RINGED; SO COOLER NAIL, 0.086" DIAMETER, 1 5/81' LONG. 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/3211 HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS, 3. WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE NTH ASTM C 1288, C 1325. C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4. WALL AND CEILING FINISHES ISHE S SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. b. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. & ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. PLASTIC I S A7l'1Y MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON TTI-E ATTiff-II S-SHALL COMPLY 7. PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36. C 79. C 475, C 514, C 630. C 931, C 960. C 1002, C 1047. C 1177. C 1178, C 1278, C 1395, C 1396 OR C 1650 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TOASTM C 557. B. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 04 OR UL 723.. ny�b L,LI°»,+L'•L Planning&Development Services Department ^' "t ';,,I' ` $ ' u Building & Code Regulations Division. L a,."" ,,' ••„ _,,,m„,';,, 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1577 Certification for Design Load Compliance 7th Edition Project Name: RODNEY HALL Project Address: 11771 APP IOOSACT FORT PIERCE FL 34987 Permit k: Occupancy Type: -R. Construction Type: III INSTRUCTIONS FOR USE:• • This certification must be completed, signed, and sealed by the design professional of record • if submitting hard copy, submit (2) copies with all pertinent information. St Lude Fire District requires a digitally signed electronic version. • If submitting electronically, form should be uploaded into Bluebeam. Separate submission to Fire is still required • All r&gital files must be in an unlocked Portable Docoment Format (PDF)version • Note: Farm not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the plan reviewer. Contact the a above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED- (complete all that apply) 3.. DESIGN CODE: Florida FBG 2020 Code 7th Edition using ASCE 7-16 2. Structure Designed as{check one) X Enclosed _Partially Enclosed _Open 3. Risk Category: i. X It _IIIIV Exposure Category' X BC _D 4. Design Wind Velocity 160 mph_ASD_LRFD End Tone Width_ ft S. Mean Roof Height 12 ft Roof Pitch: 5 :12 Parapet: R 6. Components& Cladding Design Pressures Used: +24.2 +24.2 +22.9 2one4: -26.2 Zone S: -32.4 Garage: -29.9 6ar Roofs Maximum +/- pressures: + psf-of Or define individual mines on the plans 7. Design Loads: Floor. PSF Roof -Dead: -PSF Roof -Live: 20 Baicary+/- PSF Dock. PSF Deok_PSF Stairs: PSF Fence: _ PSF-Railings: PSF & Were Shear Walls Considered For Structure? X Yes _Not Appikable Please Explaim 9. Is a Continuous Load Path Provided? X. Yes_ Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2600 PSF Soil Test Reports Submitted? Yes No Assumed DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the current Florida Building Code as adopted. BRIAN MASKOL CERT i#66080 Signature, Date, andSeal Print Name Cede& Co. CentofAuthorbation SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT ST LUCIEBLVD. PORT ST LUCIE, FL 34984 Revised 3/25/2021 Company Name&Address GENERAL I 1. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC. 2. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED MM DIMENSIONS. F' ? ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2020, it FBC 2020. RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2017 EDITION. 5. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. I 6. ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2020 FOR EXISTING BUILDINGS. s35 aa� PLIUMUBEING NOull E,45 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2. DWV PIPING SHALL BE SCHEDULE 40 PVC, l 3. CP CR PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, 4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5. HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE Li APPLIED TO PIPING LARGER THAN 3/." NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION. .,.-ta,.ysw.. 'LI IC T S 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2. A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH -EFFICACY LAMPS). 3. RECESSED iIGHTTNG SHALL'BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES, 4. SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT. i fir, 5. SMOKE DETECTORS TO BE LOCATED AS SHOWN. 6_., SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR `-ACTIVATES. ALL SMOKE DETECTORS IN THE RESIDENCE. 7. PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS; SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS, S. PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL. 125-VOLT, SINGI.,E PHASE 15 AND 20 AMP CIRCUITS SERVING: BATHROOMS, GARAGES, KIF I: i EPS, ACCESSORY BUILDINGS, OUTDOORS, OR WITHIN ;72" OF EDGE OF ANY SINK. 9. CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN IV OF ALL BEDROOMS. 16, EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 11. PROVIDE TAMPER RESISTANT RECEPTACLES PER NEC REQUIREMENTS. GARA L 0 0 FAQ E 1. GARAGE FLOOR SURFACES SHALL BE OF APPRUVED NONCOMBUSTIBLE MATERIAL. 2. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. DOWEL ROD RE IFI� N(IW�,,"FPES IN THE EVE4r STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 04' FROM EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE. IT IS THE INTENT OF THESE DRAWINGS TO SHOW GENERAL REQUIREMENTS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IT IS NOT THE INTENT TO SHOW EACH AND EVERY PIECE OF MATERIAL OR EVERY METHOD REQUIRED FOR SOUND CONSTRUCTION. THE CONTRACTOR SHALL CHEOC AND VERIFY ALL DIMENSIONS BEFORE STARTING PROJECT. JOAN JAFFE LLC IS NOT RESPONSIBLE FOR ANY ERRORS OR MISTAKES ONCE CONSTRUCTION HAS BEGAN. IN CASE OF QUESTIONS, PLEASE CONSULT JOAN JAFFE LLC AND SUMMIT DESIGN & FORENSICS, INC. REVISI� �F.O x ♦ 33 � k ZIONALtf, RECEIVED AUG 16 2021 SL PL URAColl ng REVIEWED FOR - FILE CQpy CODE COMPLIANCE ST. LUCIE COUNTY BOCC i r ij�- DRAFTING SERVICFS row rnrra. r.0 PHONR: (772) 237-7942 WWA`.TRRASURECOASTDRAPfII•l(Wom Q � y Ft s o ti N in PO Q pdi F7 az W H N 0 0 z O Q pI 0 z4 U r n $ z 0 UM 0 0 Pumu 0r�>n�mp V� �w1az o�o0 � U a a h+31I I' M W $ e G r° Z.o 1I1 tW�-!! rn n Z V M E"Ii. In LU IN 0 O INU � -, Q Ln :5 /cda II N~ z LU F" d s fr V y s. N Date: SCALE' 114" = V-0" i JOB NO,. 521-0107 C