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WS-15-1114 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)75&8972 Inspection Number: INSP-257538 Permit Number: WS-4-16-1114 Scheduled Inspection Date:June 09,2016 Permit Type: Windows/Shuttem Inspector: mesa,Michel Inspection Type: Final Owner. JAMESON,BRIAN AND MARIA Work Classification: Garage Door Job Address:9500 N MIAMI Avenue Miami Shores,FL Phone Number (847)8334433 Parcel Number 1131010330470 Project; <NONE> Contractor JULIAO GARAGE DOORS Phone:305-826-0250 Building Department Comments REPLACE 2 GARAGE DOORS Infrac o Pommel Comments INSPECTOR COMMENTS False Inspector Comments Passed f Failed ❑ Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspecdon fee Is paid. 4 � June 08,2016 For Inspections please call:(305)762-4949 Page 14 of 45 x y Miami Shores Village y 10050 N.E.2nd Avenue N "" Miami Shores,FL 33138-0000 F€ ms's Phone: (305)795-2204 Expiration: 1 23!2416 3 Project Address Parcel Number Applicant 9500 N MIAMI Avenue 1131010330470 BRIAN AND MARIA JAMESON Miami Shores, FL Block: Lot: Owner Information Address Phone Cell BRIAN AND MARIA JAMESON 9500 N MIAMI Avenue (847)833-8433 MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 3,100.00 JULIAO GARAGE DOORS 305-826-0250 Total Sq Feet: 117 Type of Work:REPLACE 2 GARAGE DOORS Available Inspections: No of Openings:2 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-4-16-59533 DBPR Fee $2.00 04/26/2016 Check*1349 $139.40 $0.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $139.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru 'on and zonin . PVlq�more,I authorize the above-named contractor to do the work stated. 1�\ April 26,2016 A Sig ature:Owner / Applicant / Contractor / Agent Date Build! artment Copy April 26,2016 1 r � Miami Shores Village nE Tvp Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-4949 5-A-4 FBC 20114 , BUILDING Master Permit No. j S lO "—� l t y PER IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1506 ` �t a f( T t City Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3101 -033 —041-0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: ,�,�, Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titigholder): 17, ( 1 un ja KJ dl) Phone#: Pq 7—1.33 - S733 Address ,5Q) N- mi" p f-v c City: AU' AAi Jh Q60- State: FL Zip: IZA59 Tenant/Lessee Name: Phone#: Email: //�� G CONTRACTOR:Company Name: Jubw u f� 01(5 Phoney ,3P ) O "2 0 21-57) Address: 'W • 15 � '^ City:A((4 M.( 14A` j State: ) L Zip: 301 Y Qualifier Name:J)Lc 1 V'�-a Phonei_ State Certification or Registration#: Certificate of Competency#: � DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ w 04 Square/Linear Footage of Work: H 2 �> Type of Work: ❑ Addition EJ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: D 0 a u (40r(W Specify color of colortfiru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ I �� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person tahase prapertyisiubject-ta-attachment -Mo,o-certified copy ofthen -* mencemgni rrrusi�e p�stez9�t ih�}ol its for the first inspection which occurs seven(7) days after the building permit is issued. In he absence a such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONT CTOR The fore oing instrument was acknowledged before�m"a this The foregoin strum was acknowledged before me this day of .20 by ��'day of r! �_�20 10 by 13�� AW&QSe�who is personally known to ,�0 SE -JV d I ��ro s personally know o me or who has produced L W\W C t(A h Pdr me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print#: r-a I V—P-- Print: LOPEZ Sea(: Seal: MY COMMISSION 0 FFA ?.. Igy+�ppp�iSSION F FF2M20 frXPIREB Februpry 11,2020 BXptRt;®F®bnuAry 11.2020 ` APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) d i WORST CASE SCENARIO DESIGN PRESSURE CHART,ENCLOSED BUILDINGS au. FLORIDA BUILDING CODE 5TH EDITION(2014) DADE COUNTY FLORIDA 175 MPH ENTREIMATIC EXPOSURE C EXPOSURE C ;:IEXP08URE p Mean Design Pressure Mean Design Pressure b ftsh. - PressulteMos Design Pressure Door Door Roof Door Door Roof iaoo! E`OQor RW Dorir ��j Roof Width Height Height Positive attve Width Height HeightPositive N five Width, Pns[�r8 Width ositive" 8 7 35.6 -44.7 8 8 352 -44.0 8, ,r;' 7 43 2: ..=54 2• 8 8 42.T -°"X83.4: 9 7 35.3 -44.0 9 8 34.9 -43.4 10 T 16 35.0 -43.5 10 8 15 34.6 -42.8 i0 T 1& ..:42.5" %=52:8 i0 8 x6 420 18 7 33.8 -41.0 16 8 33.4 -40.416 " 7 Q i6'_ $.� ;9Q6 �•M49.i1 18 7 33.5 40.4 18 8 33.1 -39.7 �.,i8. s 4ik6 =49 i8`.. 8 r = 9tt 8 7 36.1 -45.3 8 8 35.7 -44.6 6 F 9 7 35.7 -44.6 9 8 35A -43.9 9 ? 43:3 10 7 16 35.5 -44.1 10 8 16 35.1 -43.4 10 ? 16 429 -534 10 8 425 ' 5 16 7 342 41.6 16 8 33.9 40.9 S6. 50,4 16•' $ a 4i 0"" -.;4t}5 18 7 33.9 -:4l0 18 8 33.6 40.3 18 F. 41st: .-49:6 .. . �._� '..., 40.8 8 7 36.5 -45.9 8 8 36.2 -45.1 :8 7= ^'44.1 - -55 4 i 9 7 36.2 -45.2 9 8 35.8 -44.5 9" F " 439, -64.6. 9?i $... 43:3• 10 T 17 35.9 44.7 10 8 1T 35.6 43.9 ifl"; 7 1 434 > "•.-54.0 .40;1. ...8 16 7 34.7 -42.1 16 8 34.3 -41.4 18 : '+"F 4i 4 18 7 34.3 -41.5 18 8 34.0 -40.8 18". =-"7.'` � 41':5 »BQt2. 184 :.$ .. `:<. «t Li. _a 3 8 7 37.0 -46.4 8 8 36.6 -45.7 8^ := 7 A4.8. -56:9 8 $ 44>i :W' j 9 7 36.6 45.8 9 8 36.3 45.0 9 7 '443 437f4 3 10 7 18 36.4 -45.2 10 8 18 36.0 -44.5 t0 7" 18 438 €45 10', 8 18.,,= 434 63.8= 16 7 35.1 -42.7 16 8 34.7 -41.9 f6 18 7 34.8 42.0 18 8 34.4 -41.3 i8 s 8 7 37.4 -46.9 8 8 37.0 -462 9 7 37.1 46.3 9 8 36.7 45.6 44 i .6 10 7 19 38.8 45.7 10 19 36.4 -45.0 10 8 19 "43854.116 7 35.5 -43.1 16 [:D8� 35.1 42.41.018 7 35.2 -42.5 18 34.8 -41.8 8 T 37.8 -47.4 8 8 37.4 -46.7 4,0: 9 .1 9 T 37.5 -46.8 9 8 37.1 -46.1 2 9 +� ti'44 5 ' =55.3 10 7 20 372 -462 10 8 20 38.8 -45.5 942 • 16 7 35.9 -43.6 16 8 35.5 -42.9 i 7 ,5M4 ��6= '► 8 - �� 2,6. �i 5* 18 7 35.5 43.0 18 8 35.2 -422 18.. 7 , h """42T X1.8. $' 8",. `. • 422' k • 8 7 38.2 -47.9 8 8 37.8 -472 8 "- 7 4ri:8 '' t #4 _'45.3 �i • 9 7 37.8 -47.3 9 8 37.5 -46.5 9 F 45 4 356.E 8 ` 8 44 9 • 10 7 21 37.6 -46.7 10 8 21 37.2 -45.9 10 2[ %13 0 >0 8 - :� 4G5.1":' • 16 7 362 -44.1 16 8 35.9 43.3 16 ' 7 4.-. £2 18 7 35.9 -43.4 18 8 35.5 -42.7 'MID8 ..92 6 . • 8 7 38.6 -48.4 8 8 382 -47.7 8 7 46:1; 9 7 38.2 X7.7 9 8 37.8 -47.0 • 10 7 22 37.9 -07.1 10 8 22 37.6 -46.4 45,4 -56:4. •k h 2 44.9 55 5 16 7 36.6 -44.6 16 8 36.2 -43.7 i6 ! 7 '438 X33 . 8 18 7 36.3 -43.8 18 8 35.9 -43.1 i8 ' 7 :434 ""=52 : i8 5 ' :51,6-' • 8 7 38.9 -48.9 8 8 38.5 48.1 8.. F 46;5 •58.4. 8� 8.<;; 960 aa8i t' • 9 7 38.6 482 9 8 382 47.4 9... -�'7 46:7 -57.6 - 8..��y�4 4: 7>- • 10 7 23 38.3 -47.6 10 8 23 37.9 -46.8 10 :7 ' 2:i.. .."45 T' r56.f 10= 16 7 36.9 -44.9 16 8 36.6 -442 18 7 36.6 -44.2 18 8 362 -43.5 i8- 7-:1 43.7:,;'l 8 7 39.3 48.3 8 8 38.9 48.5 87 46.8 .�..� 8 7 38.9 48.6 9 8 38.5 47.9 9"' -=7 46.4 - 68:tt 9 8 A60 57;1, 10 7 24 38.6 -48.0 10 8 24 382 -47.3 SO. "=T ;2,4• 46 is ti57.3 i0^' 8'x" 1 24 '. 6 <'56:4 i 16 7 37.3 -45.3 16 8 36.9 -44.6 16 : ? 44:8. "t6"'.:" 8 18 7 36.9 -44.6 18 8 36.6 -43.9 'JS r.8 8 T 39.6 -49.7 8 8 39.2 -49.0 8 7 472 3� 8 8 467 9 7 39.3 49.0 9 8 38.9 -48.3 9 . . °"T :46:8. is.4 . 9" 8 963 STS 10 7 25 39.0 48.4 10 8 25 38.6 -47.7 i0 18 7 37.6 -45.7 18 8 3T2 -44.9 i6 .:: ? dd8 ::54.4 18 7 37.3 45.0 18 8 36.9 -44.3 1$ 7... .. %4+t 4 ` ' S3 6 1$'�# '8-• 43.9 452.7 " Notes: 1) Design pressures have been calculated using procedures listed In ASCE 7-10,Chapter 30,Part 1,for �'N 4.•* •. cN Low-Rise Buildings. +' '�+ v 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD) c design pressures shown. W€ : ,•' �+,'�•. �`3W 3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category II. 4+` � ''`�C` r 4) The design pressures assume the entire door's width Is In the end zone(zone 5)of the building. „LL i ; ' z 5) Most garage door openings will not be located completely in zone 5. Therefore Individual calculations 0 a ; "` s will result In lower pressures. : c> 6) For mean roof heights less than 15',use 15'pressures. ;,° ; 7) This Table is only to be used In conjunction with Amarr Garage Doors. „ +, ' „j M 165 Carriage Court Winston-Salem,North Carolina 27105 E `++ +``.s.•••++ :• r'`z` Phone(336)7445100•Fax(336)744-5815 '6 �•+ �C 3 www.amarr.com � FL. �rrr,.:s:s«*'" �� v„n t i a P o ' Soot Miami Shores Village APPROVED BY DATE 701\11l\►G DEPT QL CPCETVF _1 11 BL m ON L4-s ICE LA • • •••• • •• ••• •••••• •••• ••• •• •• •• • ••• • •• • s r MIAMP MIAMI DADS COUNTY • PRODUCT CONTROL SECTION 11803 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 P(786)315-2599 NOTICE OF ACCEPTANCE (11tOA wvnv.miam1dad&g2X&on W Amarr Garage Doors 165 Carriage Court Winston-Salem,NC 27105 SCOPIC:This NOA is being issued under the applicable rales and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used In Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD}. This NOA shall not be valid after the expiration data stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AM may immediately revoke,modify,or suspend the use of such product or material within their Jurisdiction. RER reserves the right to revoke this acceptance,If it is determined by Miami-Dade County Product Control Section that this product or material Us to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, Including the High Velocity Hurricane Zone. DESCRIPTION:Model 1200 Heritage&Oak Sw nnait 3000 Steel Sectional Garage Door up to 91-0" Wide with Lnpact Resistant Windows 0000 APPROVAL DOCUMENT:Drawing No.IRC-1209-189-21-I,titled"Model#1200 bleritage'"a11 ...... Summit 3000 Short,Long,Flush and Oak Summit Panels",sheets 1 through 4 of 4;daW05/08/20A'I,wvith .' revision C dated 10/28/2013,prepared by Amarr Gasp Doors,signed and scaled tyw'Ihemas U..•*• 000•%• Shelmerdine,P.L.,bearing the Mlami-Dario County Product Control revision stamp'* t othe Notice of Acceptance number and expiration date by the Miami--Dade County Product Control Wtion. :'. '. • .... . MUSILE IMPACT RATING:barge and Small Missile Itnpaet Resistant 0 0 0 0 0 0 LABELING:A permanent label with the manufacturer's name or logo,3800 Gro1 wavy Circle,isiwrence,.... • Kansas,model number,the positive and negative design pressure rating,indicate i$ t laced If applicable, •. installation instruction drawing reference number,approval number(NOA),the apiicable test$t dl�ods,anS""' the statement reading`Miami-Dade County Product Control Approved'is to be loeateeon the door's side :0 0 0 0: track,bottom angle,or inner suri�ce of a panel. • • 0 0 RENEWAL of this NOA shall be consldered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or It there has boort a revision or change in the materials,use,and/or manuflicture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,adyertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA sial!be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed In advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the Job site at the request of the Building Oficial, This NOA revises NOA#14-0414.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.15-OSM.22 Expiration Date:September 6,2017 Approval Dates July 23,2015 age 1 Amurrang-0 Doore NOTIGS 99 AC!QKP—LA=: EYIDEI`ICE SIIIMMIITTED ....�.r.�-s aa-. +w Ewe-- f•r . A. DRAWINGS "Submitted under NOA#14-0414.10" 1. Drawing No.IRC-1209-189-21-I,titled"Model#1200 Heritage&Oak Summit 3000 Short,Long,Flush and Oak Summit Pads",sheets l through 4 of 4,dated 05/08/2007,with revision C dated 10/28/2013,prepared by Amarr Garage Doors, signed and sealed by Thomas L.Shelmerdine,P.E. B. TESTS "Submitted,under NOA#14-0414100 1. Addendum to Test Report No.ATLNC 0909.01-13 prepared by American.Test Lab, Inc.,dated 05/20/2014,signed and sealed by David W.Johnson,P.E. 2. Test reports on 1)Uniform.Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Tensile Test per ASTM E8 S)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked up drawings and installation diagram of 9'x 7'24 ga steel garage door Model 1200 Heritage 3000,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0909.01-13,dated 12117/2013,signed and scaled by David W.Johnson, P.E. • . . .... ...... Submitted under NOA#12-022#.03" •• •••• • ..... .... ...... 3. Test report on Evaluation of Painted or Coated Specimens S. to Corrosive • Environments per ASTM D 1654&ASTM B 117,prepared by Amhitectuw Testing, ;••••; Inc.,Test Report#A7420.01406-18,dated 04/12/2011,signed a sealed by Aseph.•;••• A.Reed,P.E. •••••• •0: ••••• .. .. .. . ...... "Submitted under NOA#1022&09" ;••;• • 4. Test report on Fond Entry Test per FBC,TAS 202-94,prepired by Amfint.Tesst •'•••• Lab,Inc.,Test Report#ATLNC 0912.01-11,dated 10/132011.sued as 44VIed bi•••• David W.Johnson,P.E. • "Submitted under NOA#09-0706,030 S. Test report on Large Missile Impact Test per FBC TAS 201,Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9'x 7' Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Report# ATLNC 0430.01-07,dated 06/06/2007,signed and sealed by David W.Johnson,P.E. 6. Test report on Tensile Test for 3 Samples per ASTM B 8,prepared by Hurricane Engineering&Testing Inc.,Test Report#HETI-07-T707,dated 05/30/2007,signed and sealed by Candida F.Font,P.E. Carlon X Utrem,P.E. Product Control Exwminer NOA No.1"503.22 Expiration.Dates September 6,2019 Approval Date;July$3,2015 g-1 r Ammic gAm Dow NOTICE OF ACCT T , G19, IME&uAhg�,,'�D C. CALCULATIONS "Submitted underNO.A#14-8414.10" 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/24/2014,signed and sealed by Thomas L.Shelmerdino,P.E. "Submifted ruiner 1VOA#1.2-0228.0.3" 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 02/09/2012,signed and saalcel by Thomas L.Sholmardine,P.E. D. QUALITY ASSURANCE 1. hfiami-Dade Department of Regulatory and Economic Resources(M) E. MATERIAL CERTIFICATIONS "Subnd ted under NOA 012-4220.03" 1. Test report on Surface Burning Characteristics on the expanded polystyrenaQL file# R11812. •••• •••••• . ...... .... ...... ...... . . . . F. STATEMZNTS •••••• . .... .. . . . 1. Statement letter of code conformance to the 514 edition(2014)*M and nj ficial •• •• interest issued by Structural Solutions,PA.,dated 04/08/201 S,p andsfed by ••••• 'Tomas L. Shelmordine,P.E. •• •• •• ' ••••�• p7 ts��pt� Carlos K Were,P.R. Product Control Examiner .NDA No.154503.22 Uplratioa Date:September d,2017 Approval Date:July 23,8010 �m2 � i��t • g��19�® ® �� AifIlOE9 8/N ISD • OSEm tag scam m=,Wit a ■ MIiB ATPS Nri 5VuYasom � d 0ag•pgWt IIgO 5A it � ��1 - 6teY'!S�. m au 8I.' WWA am Dow= m �am an(D�am smm fit13G39Y[77 M 9m IISAM 04D O"IMF MM Ham.AMWW � ntuft ffi s W 4m. omom zRaw Is OL dxgAmw Ur X am 978E!!ID s�878E 981E 3 &,m&vA.9i�.B4.—Ww 9ERP64697 LARGE MISSILE an amo � mm fu am= IMPACT RESISTANT • 4 L Ali W WO RW RE OM aS WAMOM IS WE WRWL am WE T B+f W t 6 �IDSSaaB TiE Of a �� one=OF NOW OEM I&M M saac 60' a iff & —tee F�t .�•'� 9r a OM AND HMMM UL OE OEM=VAHWWWW An eiffmum SM STANDAWS AS SU FOM W VASM p 9m um 6 Ot S HML K 24 OA eta. +37A P •'r• wwnTTTTTrTM. affilm lomm.W/eu Oaa rmum Fam SFE RM S S Cb=iPTD Tom'TO CMMW OFFSF { AS -87.6 (K ®a t sfrA ca so=am r . a1 afr m e vE s amt° (o a0 TB Tial 9 m Y .r.• •.•,„• ` A SPA REMOM PROUSM&OWN=FM W=WADS ••. ••. '•' .•. 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