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WINDOWS/DOORSIssue Date: 3/15/2006 Owner's Name: CARLOS ROMAGOSA Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1098 99 Street NE Contractor(s) Phone ROBERT SMITH CONSTRUCTION 786 - 237 - 2428 Primary Contractor Yes Comments: REPLACE WINDOWS AND PATIO DOORS Additional Information Type of Work: WINDOWS AND DOORS No of Openings: 12 Additional Info: Classification: Residential 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. Miami Shores Village, FL 33138 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 construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $1.60 $220.00 $15.00 $5.50 $246.90 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/10/2007 Invoice Number WS - 3 - 06 - 24138 Total: Parcel #: Block: Section: MAR 2 0 PAID C k 4=v2-<=1 1 Permit Status: APPROVED Permit Number: WS -3 -06 -622 Phone: (305)762 -6178 1132050180160 Lot: Total Square Feet: Total Valuation: Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Amt Due $246.90 PB: 1500 $ 2,400.00 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or toe plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during pregreu of the work. 19..8' Owner's tame and Address — R. McIntyre No...109 . ._.. so NE 99 St. Registered Architect and /or Engineer ..:,. ,.,,.....•,• , -... Name and address of licensed contractor Calumet Windows Inc., 7101 NW 74 St . , Medley 33166 Location and legal description of lot to be built on: Lot Block Subdivision _ Street and Number where work is to be done ]..0.9 __sass_.._ _.._.._�...._._ ._ _._ State work to be done and purpose of building (by floors) Remove existing ... sass g casements. ... Furnish & install _...._.._.._.._._ 15...E lumin><1m... awning... wixIdaws.•....N.o..- .atr�u�tura 1....change. Yale.MTZ.4.0419 and for no other purpose. Ncw Building Remodeling x Addition Repairs No. of Stories _ To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 2000.00 Amount of Permit $15.x.0 Zone cubage required Plan Cubage Distance .to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may • be sent to. Calumet Windows Inc The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied ssith the provisions thereof, and will require similar compliance from all contra tors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspecti• • on the site o e work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontr o be performed under this pcnnit, as are licensed by Miami Shores Village. / Remarks (Signed )_ e zz STATE OF FLORIDA, COUNTY OF DADE. I ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- pea red - - -. —.. — - •- •......__..- _• - - - -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. } n Permit No..__._ - /� Date 1 1 fr'o 4 Read, Sworn to and Subscribed before me. Y� . . .._ ......._ Disapproved '' Date ,p�1s`!'c•V Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member _ ....... _ ...... --- Member Membcr Member Member sass_ __......._ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- im.pe•ution fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. 2d 1e r' -F B A-' . 3I 1 IcJe2 _ BUILDING l '' i Permit No. INSCID - <O22•- PERMIT APPLICATION ► 0 MI6 A#aster Permit No. FBC 2001 44 ° -.. Contractor's Address City Qualifier S AG State g et,1„,ev---+ $ Value of Work For this Permit Total Fee Now Due $ 2 4 - C= , A O (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 2, 4/ d Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) (,tl c Owner's Address Lug F . clot Srt . CityH, Avv�, Sl State Tenant/Lessee Name c / J '© J° W° . 376 s'1. F Architect/Engineer's Name (if applicable) Phone # }Phone # zip 3 Phone # Job Address (where the work is being done) 1(Y( YV cic( - t - v‘ Si • City Miami Shores Village County Miami -D e Zip 3 "'" I Is Building Historically Designated YES NO Contractor's Company Name g0,6 ' (Ctf7Phone # 7S‘ 32 _ q q 4 Zip p3 State Certificate or Registration No. Ctte_ ©O 2 1 Z Certificate of Competency No. C ° LO O 2_120 Square Footage Of Work: / FO t' . Type of Work: ['Addition ['Alteration [New , Repair/Replace e ❑ Demolition Describe Work: fie ICA Clete_ U ?% 10141'5 O eAttJrS * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ ) — • CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ 5 • 5 . Scanning $ 15 • (C Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins' ection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection iwwill / tot be approved and a reinspection fee will be charged. • /i ( J I t" if Owner or Agent The fore oing instrument acknowledged before me day of��20 �P�.QIe Signature .# PERLA 1 . • , SSION 8 DD 502192 i iiiii i EXPIRES: January Bonded 'Mu Notary PuNic Under/ghats CI As iden who is .ersonally to me or who has produced NOTARY PUC: Sign: Print: My Commission Exp * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 'fication ho did take an oath. Signature e ° Contractor The foreg ing instrument was acknowledged before me this day of v , 20 X, by t.., b • r 4 t= • ,S m t f , who is personally known to me r who has produced e _. as identification and who did take an oath. NOTARY PUBLIC: Sign• Print:' °�O c ( a � 1 My Commission Expir r4p, 3oce lYn A Fel¢ ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * *N . :.L 1, 2006 4 , 80110i0 THRU TROY FAIN INSURAHCIC NIC ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** * * * * * ** ***** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 6 AX FOLIO NO. 1 32D5 - Of b - 0/6 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 9e/. PL mi41 Y1n 1 c h ores Sec g �8 LJ 3 - ( 1-6-1- - 7 ..g) K n 9. 2. Description of improvement: NP .1 COtV\El,c S 3. Owner(s) name and address: bob g M e(2 s� . Interest in property: and address of fee simple titleholder: 4. Contractor's name and address: K-00 .S 44- (-01"-C r e4 c O 7J0 s . s.w . 31(D s' 5 j . 3 5. Surety: (Payment bond required by owner from contractor, if any) 0yN'N Ne • ct t day ° Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Q$) R provided by Section 713.13(1)(a)7., Florida Statutes, • Si ure wner Print Owner's Name Y � kJ-1)W( a Sworn to and subscr be fore me this Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 ` CRON• t tnis i5 I H E I R B Sn w t n Arty. ..1 ilea aS PERLA M. GARCIA _ MY COMMISSION # DD 502792 EXPIRES: January 7. 2010 • Bonded Thru Notary IN. No Underw 1teta ► N. - -4 ` - CFN 2006R0267333 OR Bk 24319 Ps 0527; (fps RECORDED 03/13/2006 13:46:40 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE • 111111111111111111111111111111111111111111111 es or other documents may be served as Name and address: 8Y 8. In addition to himself, Owners designates the following person(s) to receive'a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dif;r ;(:t 1..pecifi s4" Prepared by 6 %/e !/144 Address: ■14.2% STRUCTURAL ENGINEERING CONSULTAMS WIND CALCULATIONS DE CA STR' R CE V ED B AR 1 0 2006 SCE PROJECT: WINDOW / DOOR INSTALLATION AT: 1098 N.E. 99 STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY PREPAR LOS M. P CTURAL L. P.E. #: E.B. #: 0i 12, 2005 BY: REZ, P.E. NGINEER 54844 7781 • • • • • •i• • ••• • • • • • • • ............ "YOUR ON -CALL E ' INEERING COMPANY" 9420 S.W. 1 12T1-i STREET, MIAMI, FIORidA 33176 TEL (786) 242-1720 - FAX: (786) 242 -4399 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 54.7 54.7 SUCTION (psf) -59.3 -73.2 • • STRUCTURAL ENGINEERING CONSULTANTS, 16500 N.W. 83RD COURT MIAMI LAKES, FL 3304 ..i(30/ 82.76 , Copyright 2000 by Tondelli Engineering, P.A; TapIgNo CUSTOMER': WINDOW / DOOR INSTALLATION AT: JOB NUMBER : 1098 N.E. 99TH STREET, MIAMI SHORES • • • • • �F DESCRIPTION : WIND PRESSURES FOR WINDOWS (CRIT.TRIB.:AR.EE& < WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING 4 0! • ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 12.2 FT Kh = 0.849 DISTANCE, Z = 12.2 FT Kz = 0.849 a 4 b t • . • qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 42.7 FT CORNER DISTANCE, a = 4.3 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.951 0.951 GCp ( -) -1.051 -1.302 PRESSURE (psf) 52.4 52.4 SUCTION (psf) -57.0 -68.6 STRUCTURAL ENGINEERING CONSULTANTS, INC.. . • 16500 N.W. 83RD COURT MIAMI LAKES, FL 330x6• (305} 52.7-. Copyright 2000 by Tondelli Engineering, P.A: la,M4 CUSTOMER': WINDOW / DOOR INSTALLATION AT: • ••• • • JOB NUMBER : 1098 N.E. 99TH STREET, MIAMI SHORES : : •, 1' DPt' DESCRIPTION : WIND PRESSURES FOR DOORS (CRIT.TRIB. P EPr = 19: SQ.:F * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING '•;* • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 19.0 FT2 MEAN ROOF HEIGHT = 12.2 FT Kh = 0.849 DISTANCE, Z = 12.2 FT Kz = 0.849 a 4 b •• • • • qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 42.7 FT CORNER DISTANCE, a = 4.3 FT •14gr• STRUCTURAL ENGINEERING CONSULT= I Village of Miami Shores Building Department Miami -Dade County, Florida WINDOWS: Positive Design Pressure (Zone 4): 54.7 psf Negative Design Pressure (Zone 4): 59.3 psf Positive Design Pressure (Zone 5): 54.7 psf Negative Design Pressure (Zone 5): 73.2 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 4' -4" of building corners - Refer to calculations. * Building Category: II * Building Mean Roof Height: 12' -2" * Exposure Category: C y, TURAL ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 12/12/05 erez, P.E., Structural Engineer 4844 * Basic Wind Speed: 146 mph "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12TI -r STREET, MiAMi, FloRidA 3 3 176 TEL: (786) 242 -1720 - FAX: (786) 242 -4399 • . .. • • • • • .•• •. .• • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • ••• • • • • ••• • .. • . ... ..... .. • . . . • • • • ••• • .. . . • December 12, 2005 • •• ••• •• • • • • • •• • • • • • ••• ••• Job: Window / Door Installation at: 1098 N.E. 99 Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: DOORS: Positive Design Pressure (Zone 4): 52.4 psf Negative Design Pressure (Zone 4): 57.0 psf Positive Design Pressure (Zone 5): 52.4 psf Negative Design Pressure (Zone 5): 68.6 psf The above stated design pressures have been determined in accordance with ASCE 7 -98 based on the following criteria: Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. ould happen to have any questions or concerns regarding this or any other matter, please do not hesitate to us. MIA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Construction Glass Industries Corp. 7840 NW 62 Street Miami, FL 33166 li\l =Ob -G22_ COVED 2006 • • ••• • • • ••• • • • • • • • • • 110 • • • • ••••• • • • • • • ••• • • • • • • • • • • • • • • • • • • 000 • • • • 000 •. WAM] COUN:rY, IiLDRIDA 1tETR - AL E §LAG .E t I WILDING • • • . • . • • • • l4P% 1 S FLiii,E &TREET; SIVE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and 1.: ; . ns go s 'ng the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "450" I/O Aluminum Storefront Door w /Sidelites APPROVAL DOCUMENT: Drawing No.W98 -01, titled "Series 450 Doors & Sidelites", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 10/20/97 with revision on 8/5/03, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered 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 if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall 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 Official. This NOA revises NOA # 01- 1109.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0422.02 Expiration Date: November 09, 2006 Approval Date: September 25, 2003 Page 1 Construction Glass Industries Corp. E -1 • .. .. • • • .. .. • • • • • ... • • • • • • • • • • • • ... • • • • • • • ... • • • . • • • • . • • • • • • . • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SI7BAQITTFI) ' • • . . . .... .. • • • .. ... .. A. DRAWINGS • 1. Manufacturer's die drawings and sections. .. • • • • • ... .. 2. Drawing No.W98 -01, titled "Series 450 Doors & Sidelites ", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 10/20/97 with revision on 8/5/03, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. 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 along with marked -up drawings and installation diagram of a aluminum sliding glass door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0080 - 0402.02, dated 4/1/02, signed and sealed by Vinu J. Abraham, P.E. Submitted under NOA# 98- 0608.20 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with manufacturer's parts and section drawing marked -up drawings of an aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -97055 (0080- 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per TAS 202 -94, specimen #4, 5A, 5B, 5C tested per TAS 201 -94 & TAS 203 -94, signed and sealed by Timothy S. Marshall, P.E. B. CALCULATIONS 1. Anchor and ASTM- E1300 -98 Calculations, dated 4/1/03, prepared, signed and . sealed by Humayoun Farooq, P.E. Submitted under NOA# 98- 0608.20 2. Anchor Calculations, prepared by Al- Farooq Corporation, dated 04 /21/98 and revised on 10/13/98, signed and sealed by Dr. Humayoun Farooq, P.E. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0422.02 Expiration Date: November 09, 2006 Approval Date: September 25, 2003 Construction Glass Industries Corp. C. MATERIAL CERTIFICATIONS Submitted under NOA# 98- 0608.20 E - 2 • • .•. • • • ••. • .. • • • • • • • • • • • • • • • • • • • • • • •.. • • • • • • • • • • • • •...... .... . .. • •. •. • • • .. .. • . • • • • • • . . .. •••• NOTICE OF ACCEPTANCE: EVIDENCI� alialTTI . • • • • • • • • .. • • • .• .•• .• • • • • • • • • • .. • • • ••••••• 1. Notice of acceptance No. 03- 0421.02, expires 05/21/06 for "Saflex Keepsafe Maximum" by Solutia Inc. 2. Tensile Test prepared by Metallurgical, Inc., Report No. 8CM -709, dated 04 /02/98, for cold roll Aluminum samples, tested per ASTM E8, signed and sealed by Frank Grate, P.E. 3. Tensile Test prepared by Metallurgical, Inc., Report No. 8CM -709, dated 10/02/98, for cold roll Aluminum samples, tested per ASTM E -8 and Spectrographic analysis per ASTM E415, signed and sealed by Frank Grate, RE. D. STATEMENTS 1. Statement letter of no financial interest, dated 4/1/03, signed by Humayoun Farooq, P.E. 2. Statement letter of conformance, dated 4/1/03, signed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. HTL 0080- 0402.02, issued by Hurricane Test Laboratory, Inc., dated 11/26/02, signed and sealed by Vinu J. Abraham, P.E. E. QUALITY ASSURANCE 1. Quality Assurance provided by Miami -Dade County Building Code Compliance Office. F. OTHER 1. Notice of Acceptance No. 01- 1109.03, issued to Construction Glass Industries Corp., Series "450" In / Outswing Aluminum Storefront Door w /Sidelites, approved on 12/20/01 and expiring on 11/09/06. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0422.02 Expiration Date: November 09, 2006 Approval Date: September 25, 2003 OUTSWINC INSWING SADDLE SILL STEPS TO USE CHARTS /GRAPHS SEE SHEETS 6, 6A & 7. MULTIPLE SIDELI TES AVAILABLE 6 7/8' 1 • O.L. OPG. • 6 7/8' .0 PANEL WIDTH 24' 30' 36' 42' D.L. OPG. WIDTH 12 -7/8' 18 -7/8' 24 7/8' 30 -7/8' PANEL HEIGHT 66 -1/2' 70 -1/2' 76 -1/2' 80' 84' 90' 96' 100• D.L. OPG. HEIGHT 82 -1/2' 94 -1/2' ®a Engr: DR. nUMAYOL.N FARDCO 51RUCTURES FIA PE # 18557 f Dc-! PRODUCT RFVSSED as complying with dm Florid Bolding C la ^, Aoetpi a tt (/ O J22. Epee -1: 1E4'1 a& Pnodun ashy revisions: A 1:.01.01 e 11.11.02 0 0.050.1 • • • • •• • • • 4 QS P E -IX ♦1997 re • • el1P#e • SHE7 • •• •• LEGEND -0 - OUTSWING DOOR DETAIL - INSWING DOOR DETAIL •••• •- ITEM DESCRIPTION rsee•stieet 2 or •7 1 • • • • •• •• • • • • WORPORAT'ON • vitstrwition gess indcstnes corporation •7840 northeast 62 street•1t•i,•Icrido 33166 produce: Soles 450 Doors t e defiles • • el ENGINEER.• Al .arooq Corplcrriaio• • Dr. Humayouff FordOq • Structural -FIc? PE ' 16557 dote : 10 -20 -97 sheet of 7 . ♦ r, r . r i v ♦ ♦ ♦ r / r' r i 1,,' r . ♦ ♦ ♦ 7 r OUTSWINC INSWING SADDLE SILL STEPS TO USE CHARTS /GRAPHS SEE SHEETS 6, 6A & 7. MULTIPLE SIDELI TES AVAILABLE 6 7/8' 1 • O.L. OPG. • 6 7/8' .0 PANEL WIDTH 24' 30' 36' 42' D.L. OPG. WIDTH 12 -7/8' 18 -7/8' 24 7/8' 30 -7/8' PANEL HEIGHT 66 -1/2' 70 -1/2' 76 -1/2' 80' 84' 90' 96' 100• D.L. OPG. HEIGHT 82 -1/2' 94 -1/2' ®a Engr: DR. nUMAYOL.N FARDCO 51RUCTURES FIA PE # 18557 f Dc-! PRODUCT RFVSSED as complying with dm Florid Bolding C la ^, Aoetpi a tt (/ O J22. Epee -1: 1E4'1 a& Pnodun ashy revisions: A 1:.01.01 e 11.11.02 0 0.050.1 • • • • •• • • • 4 QS P E -IX ♦1997 re • • el1P#e • SHE7 • •• •• LEGEND -0 - OUTSWING DOOR DETAIL - INSWING DOOR DETAIL •••• •- ITEM DESCRIPTION rsee•stieet 2 or •7 1 • • • • •• •• • • • • WORPORAT'ON • vitstrwition gess indcstnes corporation •7840 northeast 62 street•1t•i,•Icrido 33166 produce: Soles 450 Doors t e defiles • • el ENGINEER.• Al .arooq Corplcrriaio• • Dr. Humayouff FordOq • Structural -FIc? PE ' 16557 dote : 10 -20 -97 sheet of 7 . ♦ r, r . r I ♦♦ r / i ♦ ♦ OUTSWINC INSWING SADDLE SILL STEPS TO USE CHARTS /GRAPHS SEE SHEETS 6, 6A & 7. MULTIPLE SIDELI TES AVAILABLE 6 7/8' 1 • O.L. OPG. • 6 7/8' .0 PANEL WIDTH 24' 30' 36' 42' D.L. OPG. WIDTH 12 -7/8' 18 -7/8' 24 7/8' 30 -7/8' PANEL HEIGHT 66 -1/2' 70 -1/2' 76 -1/2' 80' 84' 90' 96' 100• D.L. OPG. HEIGHT 82 -1/2' 94 -1/2' ®a Engr: DR. nUMAYOL.N FARDCO 51RUCTURES FIA PE # 18557 f Dc-! PRODUCT RFVSSED as complying with dm Florid Bolding C la ^, Aoetpi a tt (/ O J22. Epee -1: 1E4'1 a& Pnodun ashy revisions: A 1:.01.01 e 11.11.02 0 0.050.1 • • • • •• • • • 4 QS P E -IX ♦1997 re • • el1P#e • SHE7 • •• •• LEGEND -0 - OUTSWING DOOR DETAIL - INSWING DOOR DETAIL •••• •- ITEM DESCRIPTION rsee•stieet 2 or •7 1 • • • • •• •• • • • • WORPORAT'ON • vitstrwition gess indcstnes corporation •7840 northeast 62 street•1t•i,•Icrido 33166 produce: Soles 450 Doors t e defiles • • el ENGINEER.• Al .arooq Corplcrriaio• • Dr. Humayouff FordOq • Structural -FIc? PE ' 16557 dote : 10 -20 -97 sheet of 7 •••• • • • • .• `ORPORAT41ON •• • 4ristrrction Sloss industries corporation • i • 7840 norb*est 62 stree+rhw;•f orfdo 331660 • • • • produc! : Setes 450 Door! t•S•Je!ites • • • • - -••• ENGINEE4 • Al foro Corpmn•o• • Dr. HumayauT farLioq • Structuro! -FIo. PE #15557 dote : 10 -20 -97 J sheet 1A of 7 HINGE LOCATIONS MAX. DOOR HEIGHT NO. REDO. MAX. SPACING LIPID 7'-6 3/4" 3 35 I /2" ABOVE 7' -6 3/4' 4 30 1/2" TYPICAL ELEVATIO\ TRUE HORIZONTAL MUNTIN o (1 OR MORE -;, PER PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HARDWARE DESCRIPTION ^ a GE -1200 SILICONE GE -1200 SILICONE GLASS TYPE 13A se 0 el 3/16' ANN. GLASS 3/16 14.5. GLASS _.090 PR LAYER .090 709 LAYER SAFLEX 5AFLEX 3/16' ANN. GLASS 3/I6' N.S. CUSS ws; GLASS TYPE 138 TYPICAL GLAZING DETAILS PRODUCT REVISE]) Eng, 04. HUMAYOUN FAR000 O0orpI7inq with thealeAls STRUCTURES , BddfagCale FAA. PE f 19557 Aaeplasee No03.04 22. 0 a Date ur:1r Orly Roder, Coaled on /8' OR I /t' 197. CUSS; • • •••• • • • •• • • • • • • •• •• • •••• GLASS TYPE 13C LEGEND -0 - OUTSWING DOOR DETAIL -I - INSWING DOOR DETAIL I I - ITEM DESCRIPTION • l'steeeTget 2 of 7) • —Ad SPACE 3/l6: ANN. CLASS 090 P13 LAYER SAF_EX -3/16' AN . CUSS • • egg' �7 CO RPORAT•Ory • crnstrslon glass indusldes corperatien •7840 northtest 62 str etld*i!,!IorIdo 33106 • • 1 Ser141 450 Door4! SlEelites • • • product': • • • � ENGINEER•+ Al Parooq Cori%rt!!• Dr. HurncyouR rr1tq • Structural —Fla. PE f 16557 • • date : 10 -20 -97 1 sheet 2 of 7 I TEM BILL OF MATERIALS 1 1 29 2C1 3 ( 1 5 6 7 8 9 1 12 10AI DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24 3/16" 0.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 © CENTER OF PAIRS SPACED 6" 0.C. & 24" 0.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, © 3" & 7" FROM ENDS & 24" O.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" 0.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # THREE POINT LOCK AT ACTIVE LEAF CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS OF (1) TITAN KWIKSET SERIES 780 DEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP & BOTTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM [1 1 REFLECTOLITE SERIES 6000 THREE POINT LOCK MECHANISM HAGER 4 1/2" X 4" SOLID BRASS (OR S /S) HINGE SECURED WITH (8) #12 -24 X 1/2" BRASS F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4" TO 9' -0 3/4" HIGH) FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF (MODEL 5509) WITH REINFORCED TIP 32011) 113 14 1 16 171 1 18 1 19 113A1 138 113C1 Engr: DR. 4UMATOUN FAR000 STRUCTURES FU. FE / 16557 1/2" NOMINAL (.466 ACTUAL) ANNEALED LAMINATED GLASS (2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX INTERLAYER 1/2" NOMINAL (.466 ACTUAL) HEAT STREN'D LAMINATED GLASS (2 PCS.) 3/16" THK. H.S. GLASS AND .090" SAFLEX ' NTERLAYER 1" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/8" TEMP. GLASS (OUTBOARD), 3/8" AIR SPACE AND (2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX INTERLAYER OR 1" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/4" TEMP. GLASS (OUTBOARD), 1/4" AIR SPACE AND (2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX INTERLAYER GE -1200 SILICONE 3/4" X 1 1/4" X 3/4" X 1/8 "THK. CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS ( SEE ITEM 1 5 1 ) 1/2" THK. (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .090 THK. ALUM. SHEETS & (1) 1/4" PLYWOOD AT CENTER 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE •PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR PRODUCT REVISED r co.ptylag with the Raddr &Was Code R N o0 — Q�.2,O RtpdnUm Dek, Ware n ode Product Co 4 ' Dirlsba • • • • • •• • • •••• •••• • • •••• • • • • • •• •• • • • • •• W,8 -0 ug00 0 , CORPORATICIV "" f gbss industries corporation 7840 n ort Yy est 62 streel 33106 000001 0 C 10000 ' prcduc' • Seoes 450 DoorS&..Sideites , ENGIN E?; ' 'Ai, arooq Corgp;p qn Dr. Humayoua Farooq.: Structural —F11 °PE P15557 ; " " " "' dote : 10 -20 -97 sheet 3 of 7 SEALANT TYPICAL 1.844 2.082 OPTIONAL SQUARE GLAZING TYPICAL 2X4 PT WOOD OPTIONAL INSTALLATION INTO 2X4 PT WOOD NOTE: WOOD BUCKS NOT BY CGI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. 1/4" ^- X 1 3/4" LONG TAPCON SCREW m 0 6" FROM ENDS & 24" O.C. 4s 1/4" elAX. SHIM Env DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 Mb Dade Product Coatru Division EXTERIOR 4.852 1.250 505 1— = 0 w tY LL 1X4 PT WOOD 1/4" X 2 3/4" LONG / TAPCON SCREW 0-6" FRO, - EN S <4 i & E 0 °5 0 L7 Rf1 1 io TYPICAL TYPICAL n 1 /4" « X 3 3/4" LOI' / TAPCON SCREW SE' SHE — T 6 OPTIONAL INSTALLATION INTO 204 PT WOOD 1 2 A 1/4" — X 3 3/4" LONG TAPCON SCREW 0 6" FROM ENDS & 20" O.C. SEE SHEET 6 TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" 0.C. AT HEAD & SILL. — 1X4 PT 'WOOD 509 511 FRAME WIDTH 000 0 , , 000 „ 0 0 502 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY @ TOP" Ai BOTTOt " ° o ° CF INACTIVE PANEL 0 0 504 375 14 00 0 000000 0 OR 16 Wks -o ®a o ••.• ...... . •• •• CORPORATION • • • Ir tt ction gloss lockstn4s corporation • 7840 norelyst 62 street r , • florida 33566 • J • • 1 produc• : Seat es 450 Dot% k.S0e iles . ENGINEEI;• Corp pyjiei • Dr. Humayou. Foreleg • Structural — F11,PE 19,6557 dote : 10 -20 -97 I sheet 4 of 7 SIDELITE FRAME WIDTH 1.852 EXTERIOR @ S -0 SEALANT SIDELITE FRAME WIDTH L250 11 DOOR FRAME WIDTH 2.878 f - 1.25e 511 THIS SILL IS NOT RATED FOR WATER 4" WIDE SADDLE THRESHOLD EXTERIOR @ 1/4" — X 1 3/4" LONG TAPCON SCREW ® 6" FROM ENDS & 24" 0.C. SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. Engr: DR. HUNAYOUN FAR000 STRUCTURES 55A. PEI 16557 1X4 PT WOOD P RODUCT REVISED se c IpgirK Rftb the Florida Didollag Code Amploacs No jav poi ou m: Dade Product Cuero/ DfrWon • • • • • •• • • • 1/4" — X 3 3/4" LONG TAPCON SCREW EP 6" FROM ENDS & 20" O.C. SEE SHEET 6 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIAL •. • • • • •••• • • • • •• •• • • W ..O • • •• •• pORPORAT�ON • rynstniC6on gloss industnes corpordion • 7840 nortlsat 62 streetersc.iellcrido 33166 • •• • • produce : Seuies 450 Doors ike6Weites • ENG.Nftli, • joroaq Corapapyc. • Dr. Humagou• Fardbq • Structural -FI1! ?E y 16557 • • dote : 10 -20 -97 I sheet 5 of 7 18 0 W 117 17 4.-2.0R2 19 Env: DR. HUYAYOUN FAROCO STRUCTURES FLA. PE / 16557 j1 � PRODUCT REVISED cO p C tal x itS *ens**, ace Nn0 I•2. Date riz Mb Dade Product Cenlr ° Division r 1X PT WOOD a a 0 1/4" X 3 3/4" LONG TAPCON SCREW ® 6" FROM ENDS & 20" O.C. SEE SHEET 6 1/4" ti X 1 3/4" LONG TAPCON SCREW ® 6" FROM ENDS & 24" O.C. 1/4" X 2 3/4" LONG TAPCON SCREW ® 6 FROM ENOS & 24" O.C. SEE SHEET 6 #10 X 1" PH —PH SMS S/S (2 PER 71 CLIP) 1/4' MAX. SHIM 9 FRAME WIDTH 1X4 PT WOOD SMALL . SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 1/4" '— X 3 3/4" LONG TAPCON SCREW ® 6" FROM ENDS Sc 20" D.C. SEE SHEET 6 REFER TO p- IfI1 OF 7 FOR • TYPCAL BIL•OF MATE14I0_••• .• • • • • • • •. .• • •••• • • • wy8•-•oi PANEL PERFORMANCE CHART FOR DOORS AND SIDELITES ti OUT - SWING /IN -SWING DOORS IN -SWING DOORS f DESIGN LOAD CAPACTY -PSF [ PANEL WIDTH DESIGN LOAD CAPACTY -PSF ANN. LAM. GLASS (TYPE 13A) H.S. LAM. GLASS (TYPE 138) ANN. LAM. GLASS (TYPE I3A) H.S. LAM. GLASS (TYPE 138) EX T. INT. EX T. INT. EX T. INT. EX T. INT. 100 0 100.0 100.0 110.0 50.0 100.0 50.0 110.0 100.0 100.0 100.0 110.0 50.0 100.3 50.0 :10.0 100.0 100.0 100.0 1 120.0 50.0 100.0 50.0 110.0 87.1 87.1 100.0 110.0 50.0 87.1 50.0 110.0 100.0 100.0 100.0 110.0 50.0 100.0 50.0 110.0 100.0 100.0 100.0 110.0 50.0 100.0 50.0 110.0 100.0 100.0 100.0 110.0 50.0 100.0 50.0 110.0 82.6 82.6 100.0 110.0 50.0 82.6 50.0 110.0 100.0 100.0 100.0 110.0 50.0 100.0 50.0 110.0 100.0 100.0 100.0 110.0 50.0 1 00.0 50.0 110.0 100.0 100.0 100.0 110.0 50.0 100.0 50.0 110.0 76.8 76.8 100.0 102.9 50.0 76.8 50.0 102.9 100.0 1000 100.0 110.0 50.0 100.0 50.0 170.0 100.0 100.0 100.0 110.0 50.0 100.0 . 50.0 110.0 100.0 100.0 100.0 110.0 50.0 100.0 50.0 110.0 100.0 100.0 100.0 110.0 50.0 100.0 50.0 110.0 100.0 100.0 100.0 110.0 50.0 100.0 50.0 110.0 100.0 100.0 100.0 100.0 50.0 100.0 50.0 100.0 LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD OR S-I WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD l3 IN ANY CONDITION. LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD WHERE WATER INFILTRATION REOUI EMENTS MUST BE MET. NOMINAL DIMS. PANEL VIDTH 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 PANEL HEIGHT 6/8 2/0 2/6 3/0 3/6 2/0 2/6 3/0 2/0 2/6 3/0 7/0 7/6 8/0 9/0 OUTSWING OUTSWINGJINSWING iNSWJNG LAMINATED GLASS (FOR INSULATED LAMINATED GLASS REFER TO SHEET 6A OF 7) L PANEL WIDTH 0 1 1 STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2001 FLORIDA BLDG. COD 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC 3. SELECT A DOOR SYSTEM I.E. INSWING /OUTSWING AND TYPE OF THRESHOLD. • • 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REOUIREMENISI Ergr: DR. 10MIYDUN FARDS:1• • STRUCTURES 1 FU. PO 1 16557 • • • •• CHARTS AT LEFT CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. • • • • • •• • ••• • • • • • •• • • •••• • • • • • •• •• • • • • • • •• • DUCT REVIIED Code Dee t_ 11U . Dock Yryd;.xl Cu jMdon • • • • • • • •• • •••• • • • •• • Crowing W98 -01 (sheet 5 of 7 ti V Ss r i /' I i i / N I f [ PANEL WIDTH PANEL WIDTH NOMINAL DIMS. PANEL VIDTH 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 PANEL HEIGHT 6/8 2/0 2/6 3/0 3/6 2/0 2/6 3/0 2/0 2/6 3/0 7/0 7/6 8/0 9/0 OUTSWING OUTSWINGJINSWING iNSWJNG LAMINATED GLASS (FOR INSULATED LAMINATED GLASS REFER TO SHEET 6A OF 7) L PANEL WIDTH 0 1 1 STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2001 FLORIDA BLDG. COD 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC 3. SELECT A DOOR SYSTEM I.E. INSWING /OUTSWING AND TYPE OF THRESHOLD. • • 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REOUIREMENISI Ergr: DR. 10MIYDUN FARDS:1• • STRUCTURES 1 FU. PO 1 16557 • • • •• CHARTS AT LEFT CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. • • • • • •• • ••• • • • • • •• • • •••• • • • • • •• •• • • • • • • •• • DUCT REVIIED Code Dee t_ 11U . Dock Yryd;.xl Cu jMdon • • • • • • • •• • •••• • • • •• • Crowing W98 -01 (sheet 5 of 7 PANEL PERFORMANCE CHART FOR DOORS AND SIDELITES NOMINAL DIMS. OUT - SWING /IN -SWING DOORS / \ \ \ \ \ \ • / / // / DESIGN LOAD CAPACTY -PSF PANEL VIDTH PANEL VIDTH PANEL WIDTH PANEL PERFORMANCE CHART FOR DOORS AND SIDELITES NOMINAL DIMS. OUT - SWING /IN -SWING DOORS IN -SWING DOORS DESIGN LOAD CAPACTY -PSF DESIGN LOAD CAPACTY -PSF PANEL VIDTH PANEL HEIGHT INSUL ANN. LAM. GIASS (TYPE 13C) INSUL ANN. LAM. GLASS (TYPE 13C) EX T. INT. EX T. INT. 2/0 2/6 3/0 3/6 6/8 80.0 80.0 50.0 80.0 80.0 8C.0 50.0 80.0 80.0 • 80.0 50.0 60.0 804 80.0 50.0 80.0 2/0 2/6 3/0 7/0 80.0 80.0 50.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 50.0 80.0 2/0 2/6 3/0 7/6 80.0 80.0 50.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 50.0 B0.0 2/0 2/6 3/0 8/0 80.0 80.0 50.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 50.0 80.0 LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD OR S-I WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD IN ANY CONDITION. LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD WHERE WATER INFILTRATION REQUIREMENTS MUST BE MET. OUTS MNG /INSWING INSWING 0 O INSULATED LAMINATED GLASS (FOR LAMINATED GLASS REFER TO SHEET 5 OF 7) PANEL WIDTH J x x 0 O CHARTS AT LEFT CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. • • • • • ••• • • • STEPS TO USE CHARTS. •• • • • 1. DETERMINE WIND LOAD BASED ON PROVISIONS•(a •'2(176 FLORIDA BLO j C01 . 2. DETERMINE WATER INFILTRATION REQUIREMENTS•0a 44 PROVISIONS 0 eFBC. 3. SELECT A DOOR SYSTEM I.E INSWING /OUTSWING AND TYPE OF THRESHOLD. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS Fj10M A LSART. THE ALLOWABLE LOADS MUST MEET OR EXCEED S11C b!SIGN LOADS •REOUIREMENTS. fJODUC REV�.i• • • yc6 plyia0 •ith the FbrIg• Engr. DR. HUMAYOUN FAR0SD• • •®6bUe3Codc STRUCTURES Aaepiai p No ,•8••••• „ FLA. PE / 76557 • • • • • 6p ]I•'1[•I • • • 3 2003 Dude Hach• C • • • • • MTG. STILE ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF TypE 'B' TYPE 'C' TYPE 'B' CLUSTER OF 4 ANCHORS TYPE 'B' CLUSTER OF 5 ANCHORS TYPE 'C' CLUSTER OF 3 ANCHORS PANEL MOTH PANEL HEIGHT CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 8 ANCHORS CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHORS PANEL WIDTH PANEL HEIGHT 2/0 2/6 3/0 3/6 6/8 82.8 110.0 110.0 110.0 net 2/0 2/6 3/0 3/5 6/9 110.0 110.0 110 0 66.2 110.0 110.0 110.0 110.0 110.0 110.0 110.0 55.2 110.0 110.0 110.0 110.0 110.0 110.0 110.0 47.3 94.6 110.0 105.6 110.3 96.6 110.0 110.0 2/0 2/6 3/0 3/6 7/0 78.9 1:0.0 110.0 110.0 117.0 2/0 2/6 3/0 3/6 7/0 110.0 110.0 110.0 63.1 110.0 110.0 110.0 110.0 110.0 110.0 110.0 52.6 105.1 110.0 110.0 110.0 107.3 . 110.0 110.0 45.1 90.1 110.0 100.6 110.0 91.9 110.0 110.0 2/0 2/6 3/0 3/6 7/6 73.6 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 110.0 110.0 110.0 58.9 110.0 110.0 110.0 110.0 110.0 110.0 110.0 49.1 98.1 ;10.0 1095 170.0 100.1 110.0 110.0 42.1 . 84.1 110.0 93.9 1100 85.7 107.1 110.0 2/0 2/6 3/0 8/0 69.0 110.0 110.0 110.0 110,0 2/0 2/6 3/0 8/0 110.0 110.0 110.0 55.2 1100 110.0 110.0 110.0 110.0 110.0 110.0 46.0 92.0 110.0 102.7 110.0 93.7 110.0 110.0 2/0 2/6 3/0 9/0 61.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 9/0 110.0 110.0 110.0 49.1 98.1 110.0 109.5 110.0 100.0 1 110.0 40.9 91.8 110.0 91.3 110.0 83.2 104.0 100.0 TAPCONS AS MANUFACTURE BY &LCO• OR AN EQUAL HOLDING A CURRENT NEA. JAMB ANCHORS CAPAO•)• • • �,,1 e�F� '• PANEL WIDTH TYPE 'B' • • •'W 24" 110.0 110.0 •••• 30" ! 110.0 • 110.4 35" 110.0 • •tlr}0 42' 94.6 • • •1S0111j• FRAME CORNER DETAIL CORNERS TO BE SEALED WITH ')W MODULUS SILICONE SILPRUF ,JR EQUNALENT, PANEL CORNER DETAIL STEPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE L050 CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 6. HTG STILE ANCHORS AT SIDELITE (1. 2 OR 3) AT EACH SIDE OF MULLION (B OR C) MTG. STILE ANCHORS B DOUBLE ODOR 3,4 OR 5 ANCHORS (B DR C) PANEL WIDTH PANEL WIDTH 2 -1/2' MIN. ANCHOR SPACING TYP. FOR SIDELITE AVG. PANEL WIDTH _ DOOR PANEL + FIXED PANEL 2 ANCHORS: TYPE 'B'- 1/4" TAPCONS INTO WOOD STRUCTURE 1 -3/4" MIN. WOOD PENETRATION THRU WOOD BUCKS INTO MASONRY 1 -1/4" MIN. MASONRY EMBED. TYPE 'C'- 1/4" TAPCONS, DIRECTLY TO MASONRY (NO BUCKS) 1 -1/4" MIN. MASONRY EMBEDMENT • • • • • • •••• • • • • • •• •• • • • • •••• • • Engr, DR. HUMAYOUN TARO • • • • • • STRUCTURES PRODUCT REVISED R A. PE (f 16557 • • • ea comply* with 0."1„, kb 200 • • • • aRau¢e c.ca /*emune No * Expiration • Div •• • 02 Cel La w 62 1/) N ■ 7_ In , o 0_ z O n • z O z m Q O O n 3 U W98 -0' sheet 7 of 7 / /z/ 7 4 9 Y M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pozzi Window Company 62845 Boyd Acres Road Bend, OR 97701 SCOPE: S--(9(0 z Z • - • •••. • . • • ••• •. .• • • • • .. .• • • • • • . • • • • . • . • • • . • • • • •.• • • • • . • • . • . • . • • . • • • . • • ••• • • • • ••• MIAMI -DARE COUNTY, FLORIDA • . MLetRO -DADE tf4GLE303 Dft TG 140 vCESt $LAGI.}R S1'1jEET,$IVT • 1j03 • • • • , • M 1, F1,.ORIDA 0130 (305) 375 -2901 FAX (305) 375 -2908 • •• • • • .. ... .. • • • • • • •• • • • • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted . by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails 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: Aluminum Clad Wood Gliding Patio Door APPROVAL DOCUMENT: Drawing No. S -2335, dated 02/07/03 with revision "2 ", dated 11/14/03, titled " Pozzi Impact Resistant Aluminum Clad Wood Gliding Patio Door ", sheets 1 through 7 of 7, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered 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 if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miaini -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 Official. This NOA 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 Theodore Berman, P.E. NOA No 03- 0219.03 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 • • 'Inspection Number: INSP -11819 Inspection Date: 10/25/2006 Inspector: Grande, Claudio C_L— ocT 2 6 aim Owner: ROMAGOSA, CARLOS Job Address: 1098 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ROBERT SMITH CONSTRUCTION Building Department Comments Tuesday, October 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -3 -06 -622 Permit Type: Windows /Shutters Inspection Type: Window Door Work Classification: Window /Door Replacem nt Block: Phone Number (305)762 -6178 Parcel Number 1132050180160 Lot: Phone: 786 - 237 -2428 Page 2 of 2 � y Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -11819 Inspection Date: 10/25/2006 Inspector: Grande, Claudio C_L— ocT 2 6 aim Owner: ROMAGOSA, CARLOS Job Address: 1098 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ROBERT SMITH CONSTRUCTION Building Department Comments Tuesday, October 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -3 -06 -622 Permit Type: Windows /Shutters Inspection Type: Window Door Work Classification: Window /Door Replacem nt Block: Phone Number (305)762 -6178 Parcel Number 1132050180160 Lot: Phone: 786 - 237 -2428 Page 2 of 2 TABLE OF CONTENTS SHEET 11 DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 GLAZING DETAILS 3 VERTICAL CROSS SECTION & FRAME CONSTRUCTION 4 HORIZONTAL CROSS SECTION 5 DOOR PANEL CONSTRUCTION 6 BILL OF MATERIALS & UNIT COMPONENTS 7 BILL OF MATERIALS & UNIT COMPONENTS 98.625" x 98.5" DESIGN PRESSURE POSITIVE + 50.0 NEGATIVE - 50.0 • .• • • • • • ••• • . • .• • • • .. • • • • • Al. a MI a • • • • • • POZZI WINDOW COIi1.�P.AI ?r1 : • • • • • . • ALUMINUM CLAD WOOD GLIDING PATJO DQdR' : IMPACT APPROVED GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE "HVHZ" OF THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS SYSTEM DOES NOT REQUIRE WINOBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE. 5. DESIGN PRESSURE RATING SHOWN THIS PAGE: FOR DETAILED DESIGN PRESSURES WITH APPROPRIATE GLASS SPECIFICATIONS SEE TABLE 1 SHEET 2. 6. THIS PRODUCT MEETS WATER REQUIREMENTS FOR THE "HIGH VELOCITY HURRICANE ZONES ". X 0 74.625" x 98.5' DESIGN PRESSURE POSITIVE + 60.0 NEGATIVE - 60.0 ••• - .. • •• • • • •. .. • • • • •.. • • • • • . • • • 0** • • • • 000 • • • • • • • • • ••• • • • • 98.625" MAX. 0. A. FRAME WIDTH • • • • •. X i1 i 0 62.625' x 98.5" DESIGN PRESSURE POSITIVE + 60.0 NEGATIVE - 60.0 0 J 0 ro (Ni op OD I s l 41.1875" MAX. 0.1.0. rr r X // 0 98.625" x 82.5' DESIGN PRESSURE POSITIVE + 50.0 NEGATIVE - 50.0 3" t -- 4" ---I 6" CLAD GLIDING PATIO DOOR X O 74.625" x 82.5 - DESIGN PRESSURE POSITIVE + 60.0 NEGATIVE -60.0 . 0 uiO SEE ANCHORING NOTES SHTS. 3 at 4 LUS -0;( X O 62.625"x 82.5" DESIGN PRESSURE POSITIVE + 60.0 NEGATIVE -60.0 O 0 0 0 cc SCALE: T 0 1 z w 0 U w W Q DATE: 2/7/03 N. T.S. Enrc. ar: TJH CHK. BY: RW OfimixG S -2.335 vim 1 or 7 TABLE 1 - GLAZING SPEC!FICA T1ONS OPENING GLAZING DESCRIPTION O.L.O. MAX. SQ. FEET GLASS DP POS. DP NEG. UP TO 8'0" X 8'0" 5/8" LAMINATED GLASS 1/4" ANNEALED -.100 UVEKOL-1/4" ANNEALED 41.1875" X 83.926" 24.00 SQ. FEET + 50.0 PSF - 50.0 PSF UP TO 6'0" X 8'0" 1/2" LAMINATED GLASS 3/16" ANNEALED -.100 UVEKOL-3/16" ANNEALED 29.175" X 83.926" 17.00 SO. FEET + 60.0 PSF - 60.0 PSF UP TO 5'0" X 8'0' 1/2" LAMINATED GLASS 3/16' ANNEALED -.100 UVEKOL -3/16" ANNEALED 23.175" X 83.926" 13.50 SO. FEET + 60.0 PSF - 60.0 PSF UP TO 8'0" X 6'8" 5/8" LAMINATED GLASS 1/4" ANNEALED -.100 UVEKOL-1/4" ANNEALED 41.1875" X 67.926" 19.42 SQ. FEET + 50.0 PSF - 50.0 PSF UP TO 6'0" X 6'8" 1/2" LAMINATED GLASS 3/16 ANNEALED -.100 UVEKOL -3/16" ANNEALED 29.175" X 67.926" 13.76 SQ. FEET + 60.0 PSF - 60.0 PSF UP TO 5'0" X 6'8" 1/2" LAMINATED GLASS 3/16" ANNEALED -.100 UVEKOL -3/16" ANNEALED 23.175" X 67.926" 10.93 SQ. FEET + 60.0 PSF - 60.0 PSF 3/16" ANNEALED GLASS .100" UVEKOL 3/16" ANNEALED GLASS J Q • Z 0 Ng 0.50" MIN. GLASS BITE • • • •• . • • • • • • • • • • • • ••• • • •o •• • • • • • • • ••o • • • • • • • • • • • • • 000 • ••• • • •o • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •o • • • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• • • • • • • • • ••• • • IMPACT RESISTANT GLAZING DETAIL 3/16" ANNEALED - UVEKOL - 3/16" ANNEALED 1/4" ANNEALED GLASS -\ .100" UVEKOL 1/4" ANNEALED GLASS -" J Z Z M O Z COS 0.50" MIN. GLASS BITE 55 IMPACT RESISTANT GLAZING DETAIL 1/4" ANNEALED - UVEKOL - 1/4" ANNEALED Dale 2 I', NOA# • lereatarar. Mad , • OGIVISdte d �i1'7Gt -- 0 a 0 OWG. w 0 0 Q 0 0 0 D_ J r= ¢ DATE: 2/7/03 SCALE: N . T.S. 8• : TJH GHK. UY: R 'Pi DRAWING NO.: S -2335 0 co m • 0 0 Z SHEET 2 Or 7 SEE NOTE 2 SKI. 4 EXTERIOR O VERTICAL SECTION OPTIONAL DRIPCAP • • SEE NOTE 1 SHT 3 • • ••• • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •`r}• ••• ••. '''' • • • • , • • •• ' • ••• • • • 41.00 . •. i • • • •* O. i • •. • • • • • • • • • • • • • • • • v• • ••• • INTERIOR SEE NOTE 2 SHT 3 • • a ANCHORING NOTES: 1. HEAD JAMB MOUNTING SCREWS ARE LOCATED; 4.0" FROM EACH END, 3.0" AND 6.0" EACH SIDE OF MEETING STILES AND ONE ADDITIONAL ABOVE THE CENTER OF EACH DOOR PANEL. 1 T 11 2. SILL MOUNTING SCREWS ARE LOCATED 4.0" FROM EACH END. 3.0" AND 6.0" EACH SIDE OF MEETING STILES AND ONE ADDITIONAL BELOW THE CENTER OF EACH DOOR PANEL. NOTE: HEAD BUMPER IS ATTACHED INTO SILL TRACK AND UP AGAINST THE SIDE JAMB. (68) SILL GLIDING DOOR FRAME HEAD JAMB FRAME CONSTRUCTION: THE WOOD FRAME IS 4.5625" x 1.0938" PONDEROSA PINE. THE FRAME METAL IS 1.800" x 1.660" x .060" WALL EXTRUDED ALUMINUM. THE FRAME METAL IS SNAPPED ONTO THE WOOD JAMB WITH A LAP JOINT AT THE HEAD CORNERS AND SEALED WITH SILICONE (1199 DOW CORNING). EACH HEAD CORNER IS FASTENED WITH (3) #8 x 2" FLT. HD. PHL SCREWS. AN ADDITIONAL ,�1, 8 x 2 FLT. HD. PHL. SCREW IS APPLIED INTO THE SCREW BOSS OF THE ALUMINUM EXTRUSION AND A CORNER KEY .125" x 11/32" INTO THE SLOT OF THE ALUMINUM EXTRUSION TO COMPLETE THE CORNER. THE SILL IS ATTACHED WITH (3) #8 x 2" FLT. HD. PHL. SCREWS UP THROUGH THE SILL INTO THE SIDE JAMB. AN ADDITIONAL #8 x 2" FLT. HD. PHL. SCREW IS APPLIED UP THROUGH THE SIDE JAMB INTO THE SILL BASE AND A GASKET IS APPLIED BETWEEN THEM TO COMPLETE THE INSTALLATION. Appr*Yi411 ooeeplybea p+a1 the pea •2. 1' O NOM •Y•3 /Y.1L'R +S0 — SIDE JAMB 0 o m E $n 'g °' o n ° 1 W 6 6 n Z o F. o O : m 0 o q N m Sl I 2 8 ga ;'_S U n •• c O V O= m Q 4 z m • .0 o v_ c v O 0 m v U J u v 1- O U w 0 0 W Dare: 2/7/03 sCN.F: N. T.S. DWG. EN: TJ H CNY.. EY: RW OFAIWNC NO.: 5 - 233 N Q o SHEET 3 OF 7 0 rn • • c C • •00 ( • ( ( • • C • 00 C • • ( • • • • 0 c • ( • 0 0 C • • ( 0 c • • : • • • • • C ( •r' • c • . • • c • c • � ir • • • • • •. • ( C ( C • 00 ( ( • • • • • • 0 0 ( • • • • • • 00 C C • 2 ( • • 4 0 4 0 0 ANCHORING NOTES: 1. SIDE JAMB MOUNTING SCREWS ARE LOCATED: 4.0" FROM EACH END WITH 5 MORE EQUALLY SPACED INBETWEEN. 2. THE NAILING FLANGES ARE AN OPTION AND ARE NOT CONSIDERED A STRUCTURAL COMPONENT. SEE NOTE 1 SHT 4 0 co 0 (ri Y FRAME. SIZE C.S.M. ROUGH OPENING O.S.M. 1 HORIZONTAL CROSS SECTION 4 ANCHORING VIEW ONLY ONE SIDE OF THE JAMB IS SHOWN, OTHER SIDE IS SAME SEE NOTE 1 SHT 4 SEE NOTE 2 SHT 4 t. 0 0 0 a 0 0 0 0 0 0 0 0 rr SCALE: 2 c o_ w C J 1- DATE: 2/7/03 N. T.S. oWc. 8?: TJH CF)c. : RV✓ DRAW NC '10.: 5 -2335 SHEEi 4 OF 7 L 0