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Home My WebLink AboutSET UP-APPLICATIONFILE COPY CONEALED CFASTFII� OR ATTACHMENTS ��p MOR OR R OFRDTHE SCOPE OF WORK 1. MOBILIZE 2. REMOVE & DISCARD EXISTING DOORS & WINDOWS 3. INSTALL NEW DOORS PER PLANS 4. DEMOBILIZE GENERAL NOTES: �- ARKBAUER RESIDENCE 1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: 1.1. A FLORIDA BUILDING CODE 2017 6TH EDITION, FBC EXISTING 2017, ASCE 7-10, ASO, & AISC 2. DRAWING NOTES: 2.1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 2.2. DISCREPANCIES SWILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 3. SECTIONS AND DETAILS: 3.1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 4. SUBMIT SHOP DRAWINGS AS REQUIRED. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED AND SEALED BY THE DELEGATED ENGINEER. 5. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWING THE CONTRACTOR SHALL NOTIFY THE ENGINEER -OF -RECORD IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME 6. INFORMATION FOR THE LAYOUT AND DESIGN OF THESE PLANS WERE EXTRACTED FROM FIELD MEASUREMENTS AND EXISTING DRAWINGS. CONTRACTOR SHALL INSPECT EXISTING FIELD CONDITIONS TO ENSURE PRESENT INFORMATION ON PLANS MATCH. IF EXISTING CONDITIONS DIFFER FROM PLANS, 'GENERAL' NOTE 1 ABOVE , SHALL ALSO APPLY. I»uL•UllY11R12R PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL THE APPROPRIATE SUB -CONTRACTORS AFFECTED BY THIS AREA THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL MATERIALS THAT ARE SO INDICATED INCLUDING CONCRETE AND WOOD. THE LOCATION OF ALL EXISTING UTLITIES ARE THE CONTRACTOR'S RESPONSIBILITY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR EXACT LOCATIONS. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTLTIES SHOWN OR NOT ON THE PLANS. NEW DOORS & WINDOWS LOCATION MAP NOT TO SCALE BUILDING EXISTING NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING CONDITIONS AND INTERFERENCES. 2. THE CONTRACTOR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE OWNER, ARCHITECT, OR ENGINEER OF ANY DANGEROUS CONDITIONS. 3. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO INDICATED ON THE PLANS WITH THE OWNERS APPROVAL 4. THE CONTRACTOR SHALL BE HEIR RESPONSIBLE FOR HAVING VISITED THE SITE AND RAVING FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING ENGINEER BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE EXISTING CONDITIONS PRIOR TO FABRICATION OF ALL MATERWS 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 6. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUAM AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED AND APPROVED BY EOR. DIMENSIONS: SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PROPER WORK CAN BE EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS CONNECTIONS AND ELEVATIONS. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS AND SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST COMPLY WITH ALL LOCAL AND OSHA REQUIREMENTS. 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL FILE COPY SHEET DESCRIPTIDN S-1 COVER SHEET & NOTES S-2 UNIT LAYOUT & SCHEDULE S-3 DETAILS S-4 NOA PRODUCT APPROVALS TOTAL - 4 SCANNED BY �t. Lucie County THESE PLANS AND ALL PROPOSED WORK REQUIRED BY FIELD ANY CORRECTIONS MAY BE ORDER TO COMPLY WITH ALL RAPY IPLIICABLE ODES. STRUCTURAL DESIGN CRITERIA: N COMPLIEs wRITTFUREMMIDiMrs OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION, FBC EXISTING 2017, ASCE 7-10. & ASO MEAN ROOF HEIGHT WIND LOAD WIND VELOCTTY WIND VELOCDY EXPOSURE Oz Kd Kz ROOF SLOPE LOAD COMBINATIONS INTERNAL PRESSURE COEFFICIENT RISK CATEGORY II OCCUPANCY CONSTRUCTION TYPE 120' FBC 2017 MH EDITION & CHAPTERS 1, 2, 26. 28, & 30 OF ASCE 7-10 165 MPH; ULTIMATE WIND SPEED 128 MPH; NOMINAL WIND SPEED 'D% ENCLOSED DESIGN all PSF 0.85 1.48 FIAT ASCE 7-10 CHAPTER 2A DL+LL., DL+O.6WL; 0.6DL+0.6WL +/-0.18 PER TABLE 26.11-1 RESIDENTWL V GENERAL COMPONENTS AND CLADDING NOTES: 1. ALL DOORS TO BE INSTALLED PER PRODUCT APP-ROW AND MEET THE DESIGN PRESSURES PER PLANS. ALL DOORS TO MEET OR EXCEED +/- 55 & ALL WINDOWS TO MEET OR EXCEED +/- 57 PSF PRESSURE `�c elA��fi 0z— _/O " tce_TCQPA__( ST. LUCIE COUNTY BUICDING D� N REVIEWED FOR C0�IPLIANC 7 i /A SITE OR NO INSPECTIONS) WILL NEW DOORS & WINDOWS 10680 SOUTH OCEAN DRIVE, UNIT 909 JENSEN BEACH, FL 34996 rm S m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLD 20S SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220-460I W .CSM"E.NET CEWIFICATE OF AUTHORIZATION: Z9057 M BBEN IBSHf Rw>:.mr RIM mam SE 03I � moo"° /69BED m IR Ur wm N NI! tvn m YVNIR RR®IBiR Ort w6T F M D DE M UU 6111d RRtl69GY AIO Da6Fllf 6 Cal BOla1E161LL 6WDm®®8_6 m kNm BI BEDMK BC ND 6 MR) B: LSD. N !OE M N Ii OI BOwMi BL �IIO I Dal amcm BR � ' D 5 1 .11lr r, I>;IF ®m BM DNua D® Dn'NII R1: D® er: DNua StlRE •NR� {p16T 4. A.DARO F` �\GENSF •' ��i � —y, No. 76910 s- �Q'• STATE OF, i lei`_ -. CORIDP•. •:.r\�� S-1 EXISTING UNIT FOOTPRINT SCALE: NTS DOOR SCHEDULE- ' DESIGNATION APPROX OPENING SIZE (WxH) TYPE QUANTITY REMARKS MANUFACTURER PRODUCT APPROVAL NO. EVALUATION AGENCY EXPIRATION DATE pROWDED DESIGN PRESSURE REQUIRED DESIGN PRESSURE EXTERIOR: 1 14396 SLIDING DOOR I FOUR PAW, WACT EGS NOA 17-1218.21 MM DADE 12-24-2019 +/-130 PSF +/-55 PSF 2 10696 SWING DOOR 1 TRIPLE PANE, IMPACT EGS NOA 17-1211L21 MIND BADE 12-24-2019 +/-130 PSF +/-55 PSF WINDOW SCHEDULE: DESIGNATION APPROX OPENING SIZE (WxH) TYPE QUANTITY REMARKS MANUFACTURER I PRODUCT APPROVAL N0. EVALUATION AGENCY EXPIRATION DATE ROVIDED DESIGN PRESSURE EQUIRED DESIGN PRESSURE 10 7463 SINGLE HUNG 1 DOUBLE PANE. IMPACT pGT NOA 17-0830.08 NIAN DADE 03-21-2021 +/-BO PSF +/-57 PS Q 3763 SINGLE HUNG 1 DOUBLE PANE. IMPACT PGT NOA 17-0830.00 IDW DADE 03-21-2021 +/-BO PSF +/-57 PSF NEW DOORS & WINDOWS 106BO SOUTH OCEAN DRNF, UNIT 909 JENSEN BEACH, FL 34996 rm s m ENGINEERING CIVIL • STRUCTURAL • MARINE GSM ENGINEERING, LLC 208 SW OCEAN BDULEVARO STUART, FLORIDA 34994 772.220.4601 w .CSM-E.NET CERTIFICATE OF AU ORIZ71014: 29057 9AWM ARAS NO 0®B IOIBWROt 16fl1 6 P.➢fFSLYL EW.q 6 pAERtt 6 OI DO�C TIC AMI 6 NR N 8: ISD, M WE DI N RRR RM MR 90ER R✓oFOf [9DJf M ®Ild NIRD®1a11 a C91 L10N]I' TIC I ml 91iF6]D, ue mlrom6 rnns I1 I NOTES h C01DE7NIS I `v111.11 U 1I1/j ��P�.• �YGENgF'•..y No.76910 -_ 7--II I ��Q •• _ STATE OF - •• 4(j away A w .w Rm ®IO®R fl® RRvr �k S-2 c 1/2" GYPSUM WOOD BOARD X 4 PT. WOOD FURRING (AS REQ'D) 2 X 4 PT. WOOD BLOCKING PER PLANS (AS REQ'D) /DOOR FRAME PER PLANS PROPOSED /DOOR (SEE PLAN FOR SIZE) TRIM LASHING/SEALANT SHALL EXTEND TO THE SURFACE IF THE EXTERIOR WALL FINISH AND SELF -ADHERED LASHING SHALL COMPLY WITH AAMA 711. STUCCO FINISH B" C.M.U. PER PLANS CONC. FILLED CELL. TYPICALL /DOOR JAMB FLASHING DETAIL SCALE: N.T.S. BUCK INSTALLATION NOTES (AS REVD) 1. OR DOOR BUCK FASTENING DETAILS TO MATCH OR EKCEED THE MANUFACTURER'S TEST APPROVALS AND RECOMMENDATIONS. 2. BUCKS ARE DESIGNED FOR WIND LOAD COMPLIANCE ONLY. ANY ADDITIONAL FASTENERS OR BUCKING REQUIRED FOR IMPACT RESISTANCE ARE TO BE SPECIFIED BY THE SPECIALTY ENGINEER FOR THE MANUFACTURER IN ACCORDANCE WITH FBC 2017; 6TH EDITION. 3. BUCKS ARE TO BE 1X8 & 2x8, #2 S.Y. PINE, P.T. PER INDUSTRY STANDARDS. BUCKS ARE TO BE FULLY BONDED TO MASONRY W/ SIKA 1A CONSTRUCTION ADHESIVE FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 4. FASTENERS ARE TO BE 1/4' A TAPCONS WDH MINIMUM PENETRATION OF 1 3/4' INTO CONCRETE USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR EXCEEDING REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. 5. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. /DOOR BUCK ANCHORAGE TE NEW DOORS & WINDOWS 10680 SOUTH OCEWDRNE, UNIT 909 JENSEN BEACH, FL 34996 csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2013 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220-4601 W W W.CSM.E.N ET CERTIFICATEOFAIDTHORIZ TION% 29057 M 6RaEfR Ip®T 6TRS4T RSDu 1pAB D]RDI pp1R6�/H Ipf lO ff plt•DELD. ORIOq D1R6 DA /S8p) A ND TIED iRRT M MN N!I OA IYRIFR pMRBTA pDM F16T ORDIpO 11E FTiFSS pRDll {ta69xl IIO 061R QI ml ORRFDpD DG INS DOCIEIR• THE px', M DLID6 NcawoRDO REM M AR 1611RIE1R Df ALES,LYL S61EL 6 {RTLDI 6 BI OWIDY IIC NDBIOf Rlff13D.NpDE1Mp RA Fm Rrc DDER RD DO® 6 m pllpOf iK ppRll NIII®.9W CSY !q IIC NOTES A C0169LRS DIKED IR. CIpD ®I WDAI BT: aEvm Im mpD ffNL .9Dp I'IDO.T F. \\1111 n n u J JJ1� • � N9. 76910 •`((i�`� ••./1STATE_gF Ee A MROEN JR- ,.,/ / I 611E S-3 DAD MLIMFDADE COUNTY MIAMI•DA�E MLI]YQ-DARE COUNTY MM PRODUCT CONTROL SECTION p -. PRODUCT CONTROL SECTION OM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree; Room 208 NOTICE OF ACCEPTANCE (NOA) wrnv.miamidade.eavleranom v BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 EGS International, LLC NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleconomv 3133 S.W. 25'" Street PGT Industries, Inc. Pembroke Park, FL 33009 1070 Technology Drive SCOPE: North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules 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 This NOA is being issued under the applicable rules and regulations governing the use of construction be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this Having Jurisdiction (AHJ). product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or Control Section (In Miami —Dade County) and/or the AID (in areas other than Miami —Dade County) reserve suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this the right to have this product or material tested for quality assurance purposes. If this product or material acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID meet the requirements of the applicable building code. may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. This product is approved as described herein, and has been designed to comply with the Florida Building Code, PER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control including the High Velocity Hurricane Zone. Section that this product or material fails to meet the requirements of the applicable building code. DESCRIPTION- Atlantic Series Aluminum Sliding Glass Door— SALI. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone: _ APPROVAL DOCUMENT: Drawing No. W04-80 Rev Ltitled "Atlantic Series SM 130 Alum Sliding Glass DESCRIPTION: Series "SII-700" Aluminum Single Hung Window — L.M.L Done', sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and scaled by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact', sheets I with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. through I I of 11, dated 09101105, with revision G dated 06106117, prepared by manufacturer, signed and MISSILE IMPACT RATING: Small Missile Impact Resistant = sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with Limitations: the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 1 • See Design Pressure (DP) ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in MISSILE IMPACT RATING: Large and Small Missile Impact Resistant sheet 3. Lower Design Pressure Ratings shall apply to entire system. Positive (Exterior) DP shall be limited to LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, sill height per sheet 2. model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 2• The total tested frame area must not exceed 180 sq. ft. per FBC requirements. noted herein. 3. All SGD doors containing operable panel M require channel reinforcement (item #3I) at Bottom Rails. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, no change in the applicable building code negatively affecting the performance of this product and following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. TERMINATIONof this NOA will occur after the expiration date or if there has been a revision or change -_ RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement change in the applicable building code negatively affecting the performance of this product of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure TERbDNATION of this NOA will occur after the expiration date or if there has been a revision or change in the to comply with any section of this NOA shall be cause for termination and removal of NOA. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and for sales, advertising or any other purposes shall automatically terminate this NOA_ Failure to comply with any followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is section of this NOA shall be cause for termination and removal of NOA. displayed, then it shall be done in its entirety. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its expiration date may be displayed in advertising literature- If any portion of the NOA is displayed, then it shall be distributors and shall be available for inspection at the job site at the request of the Building Official. done in its entirety. This NOA revises NOAH 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and well as approval document mentioned above. shall be available far inspection at the job site at the request of the Building Official. The submitted documentation was reviewed by Manuel Perez, P.E. This NOA revises NOA #14-0807.18 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 17-0630.08 NOA No. 17-1218.21 rnIAM{DADECOUNTy Amlonoa COwuNTr 17 Eapiratio¢ Date: March 26, 2021 ., , Expiration Date: December 24, 2019 - Approval Date: November 30,2017 Page 1 Approval Date: February 15,2018 �_ob Page 1 IN NEW DOORS & WINDOWS, 10680 SOUTH OCEAN DRIVE, UNIT 909 JENSEN BEACH, R 34996 rm S M ENGINEERING CIVIL - STRUCTURAL - MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220.4501 WWW. CSM-E.NET CERnnCATE OF AUTHORIZATION: 29057 M Bora lmar DniSar TE M5 mRd li Canso aD aIMN M94mr RMlis Iwo m ,u atr m ¢ ¢nmina. DmaR. Dora w �m m xrc tlsa aaM a MM Loa w IY)1rR nL�ra apYe FI6T mosRDI 11E RmIER Mn®I RD mmrt a m scEm.Lsue RIA LU maa¢r. tIE cos. ao tens ILL Ki IM S IWE IS,a LmalElll M' PnIE59¢TL MAti B W6WIT fi al uomaM. un an s lm ro Ili uan, a lll¢E w a awr tw arc Dnm maa7 ®roar nE BmLn NlaDfmRn16 d M®U181y UL OI BOmm m � ,=5 NOTES d COaMM ALL n1E160a SNa ff MRFED a M Rle R IK mXIDLIW. IIE 0R9L1w a RF�E RO aE mM�Mtnr bait nYl®6 x- w,a 5¢Wm lanes m nYlr ans t®m R: area om mMR a: nmRa Ira was orm aYla z av amEcr p �''�\GENSF''•. v � 1 No..76940 ��C' '• STATE OF -; • CVO: ' 'o .\\\ . A• /' A ,B as am ®m saasmrL D® m mR am.IG limp S-4