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WS-11-1417Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 162883 Scheduled Inspection Date: August 22, 2011 Inspector: Bruhn, Norman Owner: SEPTEMBRE, E THOMAS Job Address: 1119 NE 104 Street Miami Shores, FL Project <NONE> Contractor: HOME OWNER Permit Number: WS -8 -11 -1417 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122320290040 Building Department Comments REPLACE 4 WINDOWS (3CASEMNET AND 1 FIXED) Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 19, 2011 For Inspections please call: (305)762 -4949 Page 14 of 32 NOTICE OF COMMENCEMENT A RECORDED C OPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. . /"'/ ,J t 7 TAX FOLIO NO. /1— 'Z .Z3 a —0 0—d v ifo STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1111111 1111111111 1111111111 1111 1 11111 11111111 CF••! 201 1 R0 42735 OR Bk 27791 Ps 3974; (1vs) RECORDED OS/ 15 /2011 11:19:21 HARVEY RUVII4, CLERK OF COURT MIAMI-DADE COIJ14TYr FLORIDA LAST F'AGE STATE OF FL RIDA, COUNTY OF DADE � 6Y CERTf Ytfiaf this is a true copy of the THE UNDERSIGNED hereby gives notice that improvements will be made I HE office on 40 day of property, and in accordance with Chapter 713, Florida Statutes, the following informati is provided in this Notice of Commencement. 1. L cription of property and street/address: • 2. Description of improvement: Space above reserved for use of reco 3. Owner(s) name and address: Interest in property: O try A. ;2 4 Name and address of fee simple titleholder. 4 '' tractgfs nape, addss and phone number. idle It 33016 / P� s.t 3 a S- yr y A 7z 5. Surety: (Payment bond required by owner contractor, if any) Name, address and phone number. r 4. N Amount of bond $ 4 t 6. Lender's name and address: 7. Persons within the State of Florida des; nated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes Name, address and phone number: .4". -7 3 t.4.4., S e t...A4$.'&) l I (' OV G. /o Y S� ddrN1:. .5 /440 OAS F/orike4A Xt (3d' 8. In addition to himself, Owners designates the following person(s) to receive a copy of the IJenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. A 9. Expiration date of this` Notice of Commencement tt�--ad j 24s ! (the expirat n date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER ANY PAYMENTS MAD BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAP ' 13, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PR* •E'. . A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION IF OU ly TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING OU N• 0 •F COMMENCEMENT. , �O Signature(s) . jiA -;I; r Owner(s)' Authorized Officer/Director /Partner /Manager Prepared B v .. Prepared By Print Name 4tr/ Print Name Title /Office ©t.ae, Nit dt ' Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoin9 instrument was acknowledged before me this By E. The ❑ IlPdividually, or ❑ as for (Personally known, or ❑ produced the following type of identi ica Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92,525, FLORIDA STATUTES Under penalties of perjury declare that I have read the foregoing and that th = ac s s . i are true, to the best of my knowledge and belief. /J day of '7 ✓90Si et, BARBAMd BRUPANIEl * MY COMMISSION # EE 114998 EXPIRES: August 8, 2015 9�OFR°0o Bonded TIwl et Notary Sentes er(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: COW 0 By Miami Shores Village �`� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Typ (jUILDING ) R OWNER: Name (Fee Simple Titlehltier): Address:/ ) 9 411 f 77LL City: Tenant/Lessee Name: Email: Permit No. S 11 °` I Master Permit No. Phone# O 15'kocl State: � 4 Zip: Phone#: ,fJ JOB ADDRESS: 1 119 kg--, r ,t✓ o% City: Miami Shores County: Folio/Parcel #: -;23V -Oaf- 6 0% Is the Building Historically Designated: Yes CON CTOR: Compa Name: Address. City: Qualifier Name: State Certification or Registration #: V Miami Dade zip: , 331,3 Contact Phone #: .5-- /I ?Y—S. DESIGNER: Architect /Engineer: Phone#: ertificate of Competency j #:: \ Email Address: �s G' F � � �o0- Phone#: ' / • Value of Work for this Permit: $ I„b M 4 Z Square/Linear Footage of Work: 1,,, °New tepair/Replace °Demolition Description of Work: C " £41 Type of Work: °Addition °Alteration • > / en/illy' ***** ******+ x*** ** ** ***a:****** ** ******** Fees******** ********+ x**** +x** ** * ************* **** Submittal Fee � Permit Fee $ /r© m� CCF $ - �.' CO /CC $ r Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 ,< notice of commencement and construction lien law brochure will be delivered to the person whose property is subject atta , ent. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first, ' pection ,/ icy occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection of�b - . owed and a reinspection fee will be charged. Signatur Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this g The foregoing instrument was acknowledged before me this day of `' , 20 A , by E —TA-tom 4e, &UP day of , 20 _, by who is personally known to me or who has produced R-----% 0 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ** * * * * * * * ** *** * ** * * *** * ** ** ** ** APPROVED BY gpi \ s Si /l,�',,� P� Q3 XP�rp: M01ARY PigIIC u, •. Commission # D76590 •....• 'gyp p P\. * * * ** * ppomo i* **x:*+ x***********+ x**+ x******** ******** *** ********* ********** NOTARY PUBLIC: Sign: Print: My Commission Expires: Cr/air Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) L .Fp AUG 0 3 2011 BY: 2x me000moe CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and fmished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) �PROPERTY OWNER: O�G.t /,GS °�1 4Oe e,-A- 6 Hv, PERMIT # ADDRESS: //if • g- /O y (4014.._1- S 4(- tom( • 33 13< FOLIO NUMBER: /1-42. 3 Z -O-c5� Vo FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) EAST OF FL.CCCL: or( ?s, -•s)d— TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): Z 8*-3- VALUE OF PRINCIPAL STR 4 C OWNERS SIGNATURE. PLANREVIEWER: appraisal): DATE: 2 47 e /f PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: F- s SitCtua, DATE: i. ADDRESS: /1 (7 p `. / __ 33 ( 3e— Do hereby petition the Village of Miami Shores to act as my own contractor p uant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one- family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license n,,u) -rs on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or s f antially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (RICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may conja tjhe Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.mvfloridalicense.com/dbor/oro/cilbiindex.h Initial I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the roposed construction activity at the following address: ///er /1/, ez (b Y7 - Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of By ,F• d t aS - c.v ,20 It who was personally known to me or who has as identifko:fiionud,,,, X10612012 NOTkQt Y PUBLIC Commission # Griffin Building Products 1-80 0-553-8704 2356 WEST 80TH STREET BAY84HIALEAH,FL 33016 Fax: 480-24?-4156 Email: SALES @GRIFFINBUILDINGPRODLICTS.COM WWW.GRIFFINBUILDINGPRODUCTS.COM PROJECT NAME: SEPTEMBRE PROJECT ADDRESS: 1119 NE 104TH STREET Cm A ZIP: MIAMI, FL 33138 PHONED 305 - 336 -5178 FAXR: EMAIL: JBSEPTEMBRE@AOL.COM CUSTOMER NAME: JOYCE SEPTEMBRE OPENING SIZE LOCATION DESCRIPTION W H SERIES STYLE QTY . COLOR TINT GRIDS PATTERN SCREEN IMPACT GLASS UNIT TOTAL WINDOW 37 38 515 X CASEMENT WHITE GRAY NO N/A YES YES 7118" 448.40 896.80 EGRESS WINDOW 37 38 515 BUTT X CASEMENT 1 WHITE GRAY NO WA YES YES 7/18" " 448.40 448.40 SOUTH ELEVATION TOTAL UNITS WINDOW MULUONS 37 4 SERIES: PRODUCT SUMMARY 338, 515 LMI DESCRIPTION: FIXED WINDOW,CASEMENT WINDOW FRAME COLOR: GLASS: 38 338 FIXED WHITE MULL & CLIPS 2 WHITE GRAY NO N/A NO YES 7/16" WHITE 7/16" LAMINATED IMPACT RESISTANT GRAY TINT PAYMENT TERMS DEPOSIT : $1,096.91 BALANCE DUE UPON DELIVERY: $1,096.91 UPON INSTALLTION $690.00 Confidential NOTES MANUFACTURER OF WINDOWS IS TM WINDOWS AND DOORS WWW.FLORIDASBESTWINDOW.COM. INSTALLATION INCLUDES REMOVAL AND DIPOSAL OF EXISITING WINDOWS, WOOD BUCK SUPPLY AND INSTALL, INTERIOR AND EXTERIOR CAULKING PRINT NAME: SIGNATURE: ,.191 CAI ci,) IMPACT WINDOW QUOTE TM 3 0) en en 0) 0 U, 252.52 252.52 35.40 70.80 SUBTOTAL: $2,050.30 $690.00 INSTALL TAX: $143.52 1 GRAND TOTAL: $2,883.82 co 2 APPROVED ZONING DEPT BLDG DEPT Sl1RJFCT TO COMPLIANCE WITH ALL FEDERAL fTATE AND CCM MINTY fit I FS AND REGULATIONS Page 1 Noist:exT14, iff:40tiouisfaikpy..0optvt SCALt 1w* '44001 CAt4.ifttoo V400 rittfrAtivit"' EARIN$ r.400,1ordoo . ,.7;COROING, T1,71 SUBDIVISION ACCORDING TO THEPLAT THE ' ` F RECORDED IN PLAT BOOK OF THE i'U$UC RECORDS OF LOCATION SKETCH SCALE 1' .3 100 I I AT PAGE COUNTY, FLORIDA. cA4-106l.- '64)4 • rip. III/ 4 bQ1 r,-/et 11 opiera, r1.. alp ► owl, I r ' p.. , r woriat,4$ . T i n * 1 sLii : 06.) CaltilleYWIppe -1,4401.14.4 004$1/4046,1-414,,, At4p 1.0 ITS SURVEY CERTIFY TO: A 4445 ;!+ T4.0 14.11,42.4410 4 l HEREBY CERTIFY THAT THE ATTACHED VETCH OF BOUNDARY SURVEY OF THE ABOVE. DESCRIBED PROPERTY IS A TRUE AND CORRECT RREPRES ' NT AT I: ONOF. AFIELDSURVEYMADEUNDERMYDIRECPIONANDMEETS THE.MIM IMTECH II ; ALSTANO $RO$::ASSETFORTH:BYTHEFLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 617-6 FLORIDA .ADMINISTRATIVE GODS; PURSUANT TO SECTION 412.027, FLORIDA STATUTES. FOR:."I_ JOB NUMBER: _:. "411.2_10 ! w. F. B. No. ,ltt. 2.0 DATE OF THE RECD SURVEY: REVISION DATE: SURVEYOR'S NOTES: LEGAL ,,o CMIpTII NMAE rUfINISHED BY CLIENT iXAMJ ' TION OF THE ASST AGT OP F'ITLEIW.L HAVE TO SE MADE TO OETE M1NE Foonet1INSTRUMENT, If ANY AP LEGAL U SORT (ON'A41BJEiT TOLAIODWDATt001. LIMITATION 1 ESTA TIONS,HOM IRVATIONS OR EASEMENTS of NO UNDEPIORDUNDINISTACLAVON4474000VEMENYE NAVE: SEENIDOAVO OCEPT A+MINOTED. i'NtRI 'ARE-NO VISMLE 6N ROAGHMMBNT F �LTRAN. & ASSOCIATES., INC. 12533 S.W. 30: #h STREET MIAMI FLORIDA 53 15 PHONE: MO 52.1450 (rum THAN TIIOA ?13MOWN . ANVI41rti' NERSHIPNOT OtteRMINEO NT W.M.{I%'iW 1 NANO$ II IMINA3 SAW .011,C S AUOtuRE to y Pc. fFENG! OWNVISS'fllP NY VNI R PROPETV two .RIGi 'dry G. F. rG 1C$ CONE' w W>r. 'WO OF, C �1 a Ras, 4$$1 q,N,t, r 9 F.tp. oospittotifog S.AR s M.O..ef TA&aAR• 00 d d BoY SUR LH$*NM$O ! � v N.- PC004 NAtI. C »,N4N 0 + afit �rl, 'HQYg M47i�: Mlllt =C, . tI 4D lii4k • MI CT ott rolvoAEIRTY,� ^a met �� ITTPI. • TYPxxn.; Property Information Map http: / /gi s ims 2. mi amidade. gov /myhome /printmap. asp ?mapurl =http : / /g... My Home Miami -Dade County, Florida Property Information Map Aerial Photography - 2009 0 This map was created on 8/8/2011 7:54:57 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 114 ft Folio No.: Property: Mailing Address: Summary Details: 11- 2232 - 029 -0040 1119 NE 104 ST E THOMAS SEPTEMBRE &W JOYCE 1119 NE 104 ST MIAMI SHORES FL 33138 -2657 Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 !Living Units 1 Adj Sq Footage 12,658 Lot Size: 9,750 SQ FT Year Built: 1957 Legal Description: 32 52 42 EVENINGSIDE PB 44 -53 LOT 4 BLK 1 LOT SIZE 75.000 X 130 OR 16594 -3974 1194 1 OR 16594 -3974 1194 00 Assessment Information: Year: Land Value: Buildin. Value: Market Value: jAssessed Value: 2010 2009 $116,886 322,57 $255,716 $267,94 $372,602 $590,51 $197,777 $192,57 Exemption Information: ear: 2010 2009 Homestead: I $25,000 $25,000 {2nd Homestead: I YES YES Taxable Value Information: Year: Taxing Authority: ional: 2010 2009 Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: 1$50,000/$147,777 $50,000/$142,578 $50,000/$147,777$50,000/$142,578 $50,000/$147,777$ 50,000/$142,578 School Board: $25,000/$172,777 $25,000/$167,578 Sale Information: Sale Date: Sale Amount: 11/1994 $155,000 Sale O /R: Sales Qualification Description: 16594 -3974 Sales which are qualified Mew Additional Sales 1 of 1 8/8/2011 8:00 AM • • I RAMMS En G1NEE I 2100 W 76 ST. #311, HIALEAH, FLORIDA, Robert S. Monsour, P.E. Fl # 11955 / 0006024 DESIGN WIND LOADS (LBS/SQFT) • . G l'1';C 3 , . Kd = 1.00 33016 FLORIDA BUILDING CODE 2007 ASCE 7-05 WIND CODE FOR 146 MPH ZONE •' .Interior & Exterior Zones (4&5 -: Walls) Positive Exposure C For the 146 Pressures mph Wind Zone Area (or, Tributary 30 . I Area) in 40 Square Feet 50 ' 60 Height (Maximum) Effective Wind 10 20 1.00 0.95 0.92 0.89 0.88 0.86 15 54.7 52.3 50.8 49.8 49.0 48.4 20 58.0 56.3. 53.8 52.7 51.9. 51.2 25 60.5 57.8 56.2 55.1 ' 54.2 53.5 30 63.1 60.3 58.6 57.4 56.5 55.8 40 67.0 64.0 62.2 60.9 60.0 59.2 50 70.2 67.0 65.2 63.9 62.8 62.0 64.3 60 72.8 69.5 67.6 66.2 65.2 • Interior Zone (4- Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Area (or, Tributary Area) in 40 Square Feet 50 60 Height (Maximum) Effective Wind 10 20 30 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -59.4 -56,9 -55.5 -54.4 -53.6 -53.0 20 -62.9 -60.3 -58.7 -61.3 -57.6 -60.2 -56.8 -59.3 -56.1 -58.6 25 -65.7 -62.9 30 -68.5 -65.6 -63.9 -62.8 -61.9 -61.1 40 -72.6 -69.6 -67.9 -66.6 -65.6 -68.8 -64.8 -68.0 50 -76.1 -73.0 -71.1 -69.8 60 -78.9 -75.7 -73.7 -72.4 -71.3 -70.5 - • Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Area (or, Tributary Area) in Square Feet Height (Maximum) _ Effective Wind 10 20 30 40 50 . 60 -1.40 -1.29 -t23 -1.19 -1.15 -1.13 15 -73.3 -68.4 -65.5 -63.4 -61.8 -60.5 . 20 -77.6 -72.4 -75.6 -69.3 -72.4 -6712 -70.1 -65.5 -68.4 -641 -66.9 • .‘ 25 -8t0' 30 -84.5 -78.8 -75.5 -73.1 -71.3 • -69.8 40 -89.7 • -83.6 . -80.1 -77.6 -75.7 -74.1 50 -94.0 -87.7 -84.0 -81.3 • -84.3 -79.3 -82.2 -77.6 -80.5 60 -97.4 -90.9 -87.0 . Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). / AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOF. it ".; COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 N. W. 75th Ave. Miami, FL 33122 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buidingcode 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: Series "ML 100" Aluminum Tube Mullion — L.M.L APPROVAL DOCUMENT: Drawing No. M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, 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 Resistant 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 a$ailable for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1130.03 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 Manuel Perez, P.E. NOA No. 09- 0128.14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 Page 1 IL C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. 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) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-4024, dated January 14, 2004, signed and sealed by Edmund() Largaespada, P.E. (Submitted under previous NOA #04-0608.05) 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #04- 0608.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 09 /24/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None E -1 Manuel Per Product Control E NOA No. + ' 4 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #06- 1130.03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.03, issue] to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Aluminum Tube Mullion — L.M.I. ", approved on 04/05/07 and expiring on 08/19/09. Manuel Product Control E NOA No. 09-0 R:.14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 E -2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTE$: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF TMS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INFO WOOD ONLY. MATERIALS INCLUDING BUT NOT LAMED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR INTERIMS SHAUN MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.5.4. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. a .S1EEJ DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MUWON SIZE WRH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. USING ANCHOR TYPES ON SHEET 5 TARO 7 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. MULLIONS CONTAINING TYPICAL G • ING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Cm: DR. HUMAYOUN FAAOOO STES P0 A 1 FIA PE 18507 C.A.N. SEP 2 6 2008 PRODUCT RI?!,_. as autplyitg with the simian BMIAND8 Code Aorepianaw No > Z g ALUMINUM TUBE M I B S drawing no. M04-05 sheet 1 of 7 i'-- 2,000��125 p- 2A00— �{�.299 II" (Q °--- 1..500 --� 4 0-125 Z F Fg El i Ihi MUWON \MC -s -d 4 e-,250 rL000 2.000 li 4500 .406 4.000 .125 4200 .� .• -125 ma 000 - 1E5 2 X 4 ,. MULLION 1-1/2 X 4-1/2 CUSTOM MULLION 6063 -TB 1 X3 STD. MULLION 6063 -TB 1 X4 STD. MULLION R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI. FL. 33122 TEL (305) 592 -1515 FAX. (305) 592- 2184;1 2 X 6 STD. MULLION 6063 -T6 2 X 6 HEAVY MULLION 6063 -T6 6063 -T8 6083 -TB 2.080 123 123 - . 1.730 2.125 2,129 3300 J Le',... � 1 -3/4' KIN FOR 3' TUBES 2 -3/4' KIN. ALL OTHERS .� /® OPTIONAL ANGLE CLIP NOTCH OPTIONAL MULLION CLIP 5.500 NOTCH OPTIONAL 1 OP MULLION ' / CUP .- E. J a « o- °6 r 4 i1 E1 6 6063 -16 6063 -T6 6023 -T6 .. ... g j8' yy I , ^, b ^^ ,�i 5 ,, E': OR.� FA6000 FUI. PE 4 18687 CAN. "`7636 SEP 6 2008 airtalyins al* Ow Ulric(% Uata 7 t1T:`Y 1* k' Ll i - .,..ii iri drawing... no. M04 -05 sheet 2 of 7 DESIGN LOAD CAPACITY - NSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PEW (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUHE MULLIONS) WINDOW DIMS. WIDTH (W) MULL SPAN 1 x 9 STD. 154 STD. 2 X 4 STD. 1 -1/2 x 4-1/2 CUSIVAI 2 X 8 STD. 2 X 8 HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. I X 4 STD. 2 X 4 STD. 1 -1/2 x 4 -1/2 CUSTOM 2 X 8 STD. HEAVY WINDOW DIMS. 11110TH (W) MULL SPAN 1-1/2 CUSTOM HEAVY 19 -1 /B' 25 -1/2' 30' 37" 42' 48° 54° 80' 66' 72° 38 -3/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 137.8 150.0 150.0 150.0 124.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 112.7 150.0 150.0 150.0 150.0 150.0 103.3 150.0 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2' 30' 37' 42' 48" 54' 60' 88' 72' 74 -1/4' 74.6 150.0 150.0 150.0 150.0 150.0 53.8 115.4 150.0 150.0 150.0 150.0 47.5 101.9 148.9 150.0 150.0 180.0 38.5 82.6 120.7 150.0 150.0 150.0 33.9 72.8 108.4 150.0 180.0 150.0 29.7 63.7 93.1 150.0 150.0 150.0 28.4 56.6 82.7 150.0 150.0 150.0 23.8 51.0 74.4 150.0 144.1 150.0 21.6 48.3 57.7 136.7 131.0 150.0 42.5 62.0 125.3 120.1 150.0 30' 42' 48' 66' 72' 37.9 55.3 123.8 150.0 150.0 39.9 89.3 111.0 150.0 24.1 35.3 78.9 28.8 148.1 25.2 70.1 22.0 49.3 61.3 112.8 43.8 54.5 100.1 49.0 35.9 81.9 32.9 40.9 19 -1/8' 28 -1/2' 30° 37' 42' 48' 54° 80' 88' 72° 50 -5/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 142.5 150.0 150.0 150.0 150.0 150.0 115.5 150.0 150.0 150.0 150.0 150.0 101.8 150.0 150.0 150.0 150.0 150.0 89.1 143.1 150.0 150.0 150.0 150.0 79.2 127.2 150.0 150.0 150.0 150.0 71.2 114.5 150.0 150.0 150.0 150.0 64.6 104.1 150.0 150.0 150.0 150.0 59.4 95.4 139.3 150.0 150.0 150.0 19 -1/8" 28 -1/2" 30° 37' 42' 48' 54' 60' 88' 72" 84' 51.5 110.4 150.0 150.0 150.0 150.0 37.2 79.7 118.4 150.0 150.0 32.8 70.4 102.8 150.0 150.0 26.8 57.1 83.4 150.0 150.0 150.0 23.4 50.3 73.5 150.0 150.0 20.5 44.0 64.3 143.8 140.8 39.1 57.1 127.8 125.1 150.0 35.2 51.4 118.0 112.6 150.0 32.0 48.7 104.8 102.4 150.0 29.3 42.8 95.9 93.8 150.0 28-1/2' 42' se 72' 28.5 93.0 150.0 20.5 30.0 83.4 150.0 26.5 59.3 73.7 135.4 109.8 42.4 96.7 37.1 84.6 32.9 40.9 29.8 33.5 81.5 24.7 30.7 58.4 19 -1/8° 28 -1/2' 30" 3P 42" 48' 54' 80' 88' 72' 80' 141.3 150.0 150.0 150.0 150.0 150.0 102.0 150.0 150.0 150.0 150.0 150.0 90.1 150.0 150.0 150.0 150.0 150.0 73.0 132.2 150.0 150.0 150.0 150.0 64.3 118.5 150.0 150.0 150.0 150.0 56.3 101.9 148.8 150.0 150.0 150.0 50.0 90.6 132.3 150.0 150.0 150.0 45.0 81.5 119.0 150.0 150.0 150.0 40.9 74.1 108.2 150.0 150.0 150.0 37.5 87.9 99.2 150.0 150.0 150.0 18-1 /8° 28 -1/2' 30° 37' 42' 48' 54' e0' 88' 72" 98' 34.5 74.0 108.1 150.0 150.0 150.0 24.9 53.4 78.0 150.0 150.0 150.0 22.0 47.2 68.9 150.0 150,0 150.0 38.2 55.9 125.0 139.8 150.0 33.7 492 110.1 123.2 150.0 29.5 43.1 96.3 107.8 28.2 38.3 85.8 95.8 150.0 23.8 34.4 77.1 88.2 150.0 21.4 31.3 70.1 78.4 144.0 28.7 842 71.8 19-1/8' 30' 42' se ee 72' 21.9 71.6 89.0 150.0 23.1 51.7 643 20.4 104.3 37.0 84.5 40.5 74.5 28.5 35.5 31.5 22.8 52.1 20.8 25.8 47.4 23.7 43.4 19 -1/8' 28 -1/2' 30' 37' 42° 48" M' 80' e8' 72" 83' 122.1 150,0 150.0 150.0 180.0 150.0 88.1 150.0 150.0 150.0 150.0 150.0 77.8 147.9 150.0 150.0 150.0 150.0 63.1 119.9 150.0 150.0 150.0 150.0 55.8 105.8 150.0 150.0 150.0 150.0 48.8 92.4 135.0 150.0 150.0 150.0 43.2 82.2 120.0 150.0 150.0 180.0 389 73.9 105.0 150.0 150.0 150.0 35.4 87.2 982 150.0 150.0 150.0 32.4 81.8 90.0 150.0 150.0 150.0 19 -1/8' 28 -1/2' 30" 37° 42' 48' 54° 80' 88" 72e 116" 24.2 51.9 75.9 150.0 150.0 150.0 37.5 54.8 122.8 150.0 150.0 33.1 48.4 1083 134.5 150.0 28.9 39.2 87.8 109.1 150.0 23.7 34.8 77.3 98.1 150.0 20.7 30.2 57.7 84.1 150.0 26.9 60.1 74.7 24.2 54.1 67.3 123.8 22.0 49.2 81.2 112.3 20.2 45.1 38.1 103.0 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS ARCHES TO BE INSCRIBED W1 W2 HOMZONTAL MULLION „1 � VERTICAL MULLION 0 GLAENG PRODUCT PRODUCT j W1 W2 HOMZONTAL MULLION „1 � $ GLAZING PRODUCT GLAZING PRODUCT g MUUJON SPAN STRUCTURES FM PE A65,57 CAN. wan moo= REVISED As oompiyins with IR2FILMOT SNOW* CW2 Asoopumo, No -0 Eg z. u. ALUMINUM TUBE drawing no. DESIGN LOAD CAPACITY - P811 DESIGN LOAD CAPACITY - PSI DESIGN LOAD CAPACITY - PRY WINDOW DINS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 AA2 A44 B2 84 WIDTH (W) NULL SPAN A2 A4 AA4 B2 84 910TH (W) MULL SPAN A4 AAD 82 19 -1/e' 26 -1/2° 30° 37' 42' 48' 54° 80" 68° 72° 38 -3/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 180.0 150.0 135.1 150.0 150.0 150.0 150.0 150.0 118.2 150.0 190.0 150.0 149.8 190.0 109.1 180.0 150.0 190.0 133.1 150.0 94.8 150.0 145.1 150.0 119.8 150.0 88.0 150.0 131.9 150.0 108.9 150.0 78.8 150.0 120.9 150.0 89.9 150.0 18 -1/8" 26 -1/2' 30" 37' 42' 48" 54° 80° 88" 72" 74 -1/4' 150.0 150.0 150.0 150-0 150.0 150.0 110.7 150.0 150.0 150.0 140.2 150.0 87.7 150.0 150.0 150.0 123.9 150.0 793 150.0 121.8 150.0 100.4 150.0 69.8 138.8 107.1 150.0 88.5 150.0 61.1 1222 93.7 190.0 77.4 180.0 54.3 108.8 833 150.0 88.8 137.6 46.9 87.7 75.0 150.0 61.9 123.9 44.4 88.9 682 138.3 58.3 112.6 40.7 81.5 82.5 125.0 51.6 103.2 42" 54. sor 120" 94.9 150.0 145.6 150.0 120.2 150.0 136.9 150.0 150.0 60.5 92.8 150.0 150.0 49.0 98.1 75.2 150.0 124.3 43.2 54.7 109.5 75.8 58.0 47.9 95.8 33.6 67.2 51.6 103.1 42.6 85.2 27.5 80.5 55.0 42.2 38.3 34.8 76.8 25.2 50.4 38.7 31.9 63.9 19 -1/8' 26 -1/2" 30" 37' 42° 48° 54' 80° 88' 72° 50 -5/8" 180.0 180.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.4 150.0 150.0 150.0 150.0 150.0 116.2 180.0 150.0 150.0 147.3 150.0 102.4 150.0 150.0 150.0 129.8 150.0 89.8 150.0 137.5 150.0 113.5 150.0 79.8 150.0 122.2 150.0 100.9 150.0 71.7 143.4 110.0 150.0 90.8 150.0 85.2 130.3 100.0 150.0 82.6 150.0 59.7 119.5 91.7 150.0 75.7 150.0 19 -1/8° 26 -1/2' 30" 37' 42' 48' 54` 80' 68' 72" 84" 135.5 150.0 150.0 150.0 150.0 150.0 97.8 150.0 150.0 150.0 123.9 150.0 86.4 150.0 132.8 150.0 109.5 150.0 70.1 140.1 107.5 150.0 88.8 61.7 123.4 94.7 150.0 78.2 150.0 54.0 108.0 82.9 150.0 68.4 48.0 98.0 73.7 147.3 60.8 121.7 432 88.4 66.3 132.8 54.7 109.5 39.3 78.5 60.3 120.5 49.8 99.5 38.0 72.0 55.2 1109 45.6 91.2 3• 0' 42" tor 72' 82.2 55.0 124.5 110.0 132.3 95.5 84.4 150.0 150.0 109.3 150.0 150.0 89.2 113.0 39.3 78.5 80.3 120.5 99.5 34.4 68.7 105.5 43.5 30.5 61.1 93.7 38.7 55.0 42.2 84.4 34.8 89.7 25.0 38.3 31.7 63.3 22.9 35.2 70.3 29.0 58.1 19 -1/8° 26 -1/2" 30" 37° 42° 48' 54° 80° 66' 72" 80° 150.0 150.0 180.0 150.0 150.0 150.0 138.9 150.0 150.0 150.0 150.0 150.0 121.0 150.0 150.0 150.0 150.0 150.0 98.1 150.0 150.0 150.0 124.3 150.0 88.4 150.0 132.8 150.0 109.5 150.0 75.8 150.0 118.0 150.0 959 150.0 87.2 134.4 103.1 150.0 85.2 150.0 80.5 121.0 92.8 1500 78.8 150.0 55.0 110.0 84.4 150.0 69.7 139.3 50.4 100.8 77.3 150.0 63.9 127.7 19 -1/8° 28 -1/2' 30" 37' 42" 48° 54. 60' 86° 72° 96" 118.8 150.0 150.0 150.0 150.0 85.6 150.0 131.3 150.0 108.5 150.0 75.6 150.0 115.0 150.0 95.8 150.0 81.3 122.6 94.1 150.0 77.7 150.0 54.0 108.0 82.9 150.0 58.4 136.9 47,3 94.5 72.5 145.0 59.9 42.0 84.0 94.4 128.9 53.2 108.4 37.8 75.8 58.0 118.0 47.9 34.4 88.7 52.7 105.5 43.5 87.1 31.5 83.0 48.3 98.7 39.9 3• 0" 48" 54. 72" 150.0 150.0 100.2 150.0 57.1 114.1 87.5 72.3 50.4 100.8 77.3 150.0 63.9 127.7 40.9 81.7 62.7 125.4 51.8 72.0 55.2 45.6 91.2 31.5 98.7 79.8 28.0 56.0 43.0 85.9 35.5 25.2 50.4 38.7 31.9 22.9 45.8 70.3 58.1 21.0 42.0 32.2 53.2 19 -1/8° 26 -1/2' 30° 37° 42' 48' 54' 80' 88° 72" 83' 150.0 150.0 150.0 150.0 150.0 150.0 130.4 150.0 150.0 150.0 150.0 150.0 115.2 150.0 150.0 150.0 148.0 150.0 93.4 150.0 143.3 150.0 118.4 150.0 82.3 150.0 128.3 150.0 104.3 150.0 72.0 144.0 110.5 150.0 91.2 150.0 64.0 128,0 95.2 150.0 81.1 150.0 57.6 115.2 88.4 150.0 73.0 146.0 52.4 104.7 80.3 150.0 88.4 132.7 48.0 96.0 73.7 147.3 60.8 121.7 19 -1/8" 20-1 /2" 30' 37' 42' 48° 54° 90' 68° 72" 108' 105.4 150.0 150.0 150.0 133.6 75.1 150.0 118.7 150.0 98.4 872 134.4 103.1 150.0 85.2 150.0 54.5 109.0 83.8 1509 89.0 138.1 480 98.0 73.7 1473 80.8 121.7 42.0 84.0 64.4 128.9 53.2 108.4 37.3 74.7 57.3 114.6 47.3 33.8 87.2 51.6 103.1 42.8 85.2 30.5 81.1 46.9 93.7 38.7 77.4 28.0 58.0 43.0 85.9 35.5 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS ANCHORS TYPE 92 OR 84 PRODUCT VERTICAL MIAMI GLAZING PRODUCT At • A4, 82 OR 84 MICALMULLIQAULEBalifsgMBIIS WIDTH 041) wl +2 VI2 ANCHORS TYPE 82 OR 84 HORIZONTAL MULLION ARSIHES TO 8E INTARMED IMSIDE RECTANGULAR SHAPE PRODUCTI ) 18A21N0 PRODUCT M. 1 GLAZING PRODUCT ANCHORS TYPE A2, A4. 82 OR 64 MULLION SPAN STRUCTURES FlA. PE # 15957 SEP 26 2008 PRODUCT REVISED as *Implying %diktat Dad& Balldiag Dab Amazes= Nu 3 ts drawing . sheet of 7 1/4' HILT KWIK CON 8 1/4' HILT KWIK CON II t -3/4° MIN. 1 -1/4' MIN. EMBED INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) 1 PER ANGLE t/4' HILT KWIK CON II 1/4' HILT KWIK CON II 1-3/4° I -1/4' MIN. EMBED INTO MASONRY 1 -1/4' MIN. EMBED AUTO MASONRY MIN. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE V" - -- - - - -.. MUWON \MO4 -O8RC1 F g $ LL a g O 6 o0 Z 0'0 1J tt�'� � F EDGE GIST. a. DIST. 3 II " 9 Ail . 't, a,:a MIN.. MIN. °. �!I q 4! IF 1 Iliad" . a �� . i WWII ' %_..��., —r.�— %n �= n - i►II� III — �. %i66r +rl lli i �il III _.-r� II= ;;� ^ III - ->I■r- ;�.� �r —,;, — — -- IL lay WOOD BUCK I I 1 I � � 1 1 x 2 x 1/8' ANGLE \ ( -4 tBY WOOD BUCK 1 1 1 1 I Imo■ {r-; FLOATING CUP _ 2 PER ANGLE 1 -3/4 O.C. MIN. ,I II 1 11 I I U U I 2 ALUM FLOATING CUP // _ 241 ANGLE 1 -3/4' O.C. MIN. 11` II LI I U t I I 1 2 X 2 X 1 /8° ALUM ANGLE KINK CON II PENETRATION EACH WING) 1/4° HILT 1 -3/8' MN. WOOD KWIK CON II PENETRATION 1 PER ANGLE '.` FOR O.C. MW. 2 -3/4' .C. MN. FOR AU. OTHER 'TUBES CON II 1/4' HILT 1 -3/8' YIN. WOOD WING) KWIK CON II PENETRATION 2 PER ANGLE 1' EDGE MIN. _ DIST. t/4° HILT I -3/8* MIN. WOOD 2 PER CUP (1 ON 1/4' HILT KWIK 1 -3/8' MN. WOOD PENETRATION 1'* MIN. 1' MIN. 4 PER CUP (2 ON EACH 11 ALUMINUM TUBE MULLIONS r R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TN AVE. MIAMI, FL. 33122 TEL. (305) 592 -1515 FAX. (305) 552 -2184 �� irri iI ii q� /Mid d� I 1 I I I iV 251' WOOD BUCK OR WWO STRUCTURE iv \ b 1 I �.. �. FLOATING CUP 2 PE�ANG�LE 1 -3/4° O.C. MN. ��. . I I, 11 U I 2 X 2 X 1/8' ALUM ANGLE I U 2BY WOOD BUCK OR WOOD STRUCTURE 1 I I j I FLOATING CUP Ito SMS 2 PER ANGLE 1 -3/4' O.C. MN. I I 1 U I U U j I 1 1 2 x 2 x LE ALUM ANGLE .. v y G I 1 E :1 e k 1 1 FOR 3° TUBE 1 -3/4' MN. 2 -3/4' 0.C. MN. FOR AU. OTHER TUBES ANCHORS TYPE 'A4'° EDGE DIST. c L O e II II II I I i 6 U 1 '�' .* b I E nv & 1411MAYOUN PM1000 FLA. J638�157 SEP 2 5 2008 PRODUCT REVISED wiIhttm FIodds Aa»No • ' 0 'i *lt1F.. • . , _ ll. 0, '- / ALTERNATE ANCHOR LOCATION drawing no. M04 -05 MIRUON CUP ALL CUPS TO FTT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HOC OR FIAT HEAD. ANCHORS TYPE 'A2' - 1=11:L .J 2 -1/2' MIN EDGE DIST. 1/4° HILTI (TWIN CON I 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CUP (I ON EACH WING) sir MASONRY CONCRETE MASONRY —OR CONCRETE 2 -1/2' MIN. EDGE DIST. 2 1/2' MN. EDGE DIST. ANCHOR L TTO MULLION CUP FLOATING CUP 1 -3/4' MN.1 /EMBED INTO MASONRY 1 PER ANGLE • #14 WAS 2 PER ANGLE 1 -3/4' O.C. MIN. FOR 3' TUBE 2 -3/4' O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE tini_J IAL11011±111 1/4° HIL11 MK CON I 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) ANCHORS TYPE 'M2' II I II II FI Li 252X 1/8' ALUM 2-1/2° MIN. EDGE DIST. 3' IN. 1/4' HILTI IFAIK CON II 1 -3/4° MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) larimmiral ALL CUPS TO FIT SNUG INTO TUBE MUWONS. TAPCONS MAY BE HEX OR FLAT HEAD. CUPS OR MOLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WTFH ALKALI — RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —MBE METHACRYIATE LACQUER. MASONRY CONCRETE 1/4' HILTI WIN CON II 1 -3/4' MIN. EMBED INTO MASONRY 2 PER ANGLE Lima FLOATING CUP 14 SMS 2 P ANGLE 1 -3/4' 0.0. MIN. FOR 3' TUBE 2 -3/4' 0.C. MIN. FOR AU. OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE 'M4' Env: EN. NULAUN FARCOO STRUCTURES FLA. PE Y 16887 CAN. X38 SEP 2 5 NOB PIM I I I AL UM ANGLE PRODUCE REVISPD) As Reraplybm with the Florida BuildiagCode AaaoptaaaoNa Deco / 2525 1/8' ] 4:7llaf.• ALUMINUM TUBE MUWONS O C p a�a 1_ g S I drawing no. M04 -05 (street 8ot 7 ) METAL STRUCTURES (STEEL OR ALUM. STEEL.: Fy m A 1/8' MIN. THICK) 38 KSI MIN. li, 014 SMS 2 PER CUP (1 ON EACH .I__ OR 1 /a• TEKS WING) 1,14 EMS OR PER ANGLE 1i II 1/47 TEKS METAL STRUCTURES (STEEL OR STEEL : Fy %. . II ALUM. 1/8' MIN. - 36 KW MIN. II THICK) j14 5M5 OR 1/4' 4 PER CUP (2 ON EACH WING) li 9 MKS 11 #14 EMS OR 1 PER ANGLE 1/4' TENS A ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. S7 AVE MUUN4 FLORIDA 33174 --..---7.z.-- _ _ _ 1 _2 X 2 X 1 8' ALUM r F- I I I 1 2 X 2 X 1/8' ALUM ANGLE 8 ¢ .� H 1 BLOATING CLIP 2 F4 #1 SMS 1 -3/4' O.C. MIN. I I I I L1 I! fL0A71NG CUP 2 PER ANGLE 1 -3 O.C. MIN. I I II I LI L 1 I FO R S' FOR TUBE ANCHORS TYPE '32' 2 -3/4. 0.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE '64' R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMK, FL. 33122 TEL. (305) 592 -1515 051. (305) 592 -2184 0 14 S.M.S. 2/ CHANNEL TUBE MULLION 010 F.H. 2/ SIDE 1/8° THICK LENGTH ALUM O FIT NNEL INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION Arai. I j I I • 1' r• TUBE MULLION Of CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE 1 -1 /T P /E14 O.C. SMS CUP MAN. , 1 I i I I I I = -1 -' ^ vz : ry Az ) it THIS SCREW INSTALLED DIRECTION CAN IN EITHER �� 1 BE i' -1 yI 1 I I I I /10 2 1. FH SMS PER 01W 0.0. MIN. -- ` —i� I — .. I i —i) I I I I oo h t9 O� c L....—.---. f i N yo "� I 33 • • I 1 -3/4' % r X 1/8' (FOR 2BY 3/4° X 2' X 1 /8' FOR (1BY TUBE CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL #1 DR. NUmAIT UNC FAN000 smumugss PIA C.A.N. Ism - PROEUCTRI es BiS Cook 3171111118 Ytealrr.4 .i.//. _ f %, x ...., 2 5 2008 drawing no. M04-05 METAL To METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'Be TO VERIFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS 1004363 7 of 7J BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Eov/buildin2code T.M. Window & Door LLC. 601 N.W. 12th Ave. Pompano Beach, FL 33069 SCOPE: 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: Series "338" Aluminum Fixed Window — L.M.I APPROVAL DOCUMENT: Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, with last revision F dated 03/30/09, prepared by Al- Farooq Corporation, signed and sealed by Hurnayoun Farooq, P.E., bearing the Miami -Dade County Product Control renewal 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 Resistant 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 renews NOA # 07- 1120.10 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. 08-0917.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 Page 1 T.M. Window & Door LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUI3 IITTED. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, with last revision F dated 03/30/09, prepared by Al- Farooq Corporation, 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 Series 338 Aluminum Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. It TL -5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P.E. "Evidence Submitted under NOA # 07- 1120.10" 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL- 2782 (F11400114), FM-2784 (FTL00140), and FTL -3803 (FTL03072), dated 11/06/01,11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P.E. and Joseph Chan, P.E. "Evidence Submitted under NOA # 03- 0925.04" 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL # 0806.02 -02, dated 09 /24/02, signed and sealed by William R. Mehner, P.E. "Evidence Submitted under NOA # 03- 0925.04" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 02/17/09 and 03/30/09, signed and sealed by Hurnayoun Farooq, P.E. Complies with ASTM E1300 -02/04 f /,S"4 3 1 61 E -1 arlos . Utrera, P.E. Product Control Examiner NOA No. 08- 0917.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 T.M. Window & Door LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04, issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus ", dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 3. Notice of Acceptance No. 07- 1116.11, issued to SAF -GLAS for their "SAP GLAS Polycarbonate Laminate ", dated 12/12/07, expiring on 12/16/12. 4. Notice of Acceptance No. 07- 0525.06, issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 01/03/08, expiring on.02/08/13. 5. Notice of Acceptance No. 08- 0709.04, issued to Nebula Glass International dba Glasssiaxn for their "Safety -Plus II — Laminated Glass ", dated 09/11/08, expiring on.08/07/13. F. STATEMENTS 1. Statement letter of code conformance issued by AI- Farooq Corporation, dated 02/17/09, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by A1- Farooq Corporation, dated 02/17/09, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. 11'L -5276, issued by Fenestration Testing Laboratory, Inc., dated 07/11/07, signed and sealed by Carlos S. Rionda, P.E. "Evidence Submitted under NOA # 07- 1120.10" 4. Laboratory compliance letter for Test Report No. ATL- 0806.02 -02, issued by American Testing Lab of South Florida, dated 09/04/02, signed and sealed by William R. Mehner, F.E. "Evidence Submitted under NOA # 03- 0925.04" G. OTHER 1. Notice of Acceptance No. 07- 1120.10, issued to T.M. Window & Door, LLC, approved on 05/01/08 and expiring on 01/08/09. Car os M. Utrera, P.E. Product Control Examiner NOA No. 08-0917.08 Expiration Date: January O8, 2014 Approval Date: May 06, 2009 E -2 SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 6" MAX. FROM ENDS FALSE MUNTINS SURFACE APPLIED OPTIONAL .{ 12" MAX. I HEAD /SILL -- -I1 7C = I. II �I II li II i II ,I tl 11 it II JI t IT Y�- i I. �I II I 1'I I I II 1 i II II I +_ © I !I D.L. OPG. WINDOW WIDTH. N TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Enp' I. HUMITOUN FJ STRUMMED FLA PE % CAR. gCa olk the Okras 10.1,0a4 He ■•ii r.o8 aord n 9 I 17 P drawing no. W03 -52 sheet 1 of 5 ) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF V` `,..---- -.-., COMP- ANL \W03- 52TMW1 WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH LENGTH EXT. 1+ INT. (-) EXT. ( +) TNT. (-) EXT. 1 +) INT. ( -) WIDTH LENGTH EXT. (+) INT. ( -) EXT. ( +) INT. (-) EXT. O INT. (-) WIDTH LENGTH EXT. ( +) INT. (X) EXT. (+) INT. (X) EXT. (+) INT. (X) Z 0 i- it 8' 5 V Q G ts it 3I LL yj 1 '� 38' 42° 48" 34° 60° 68' 72° 48° 75.0 750 90.0 90.0 95.0 95.0 36' 42° 48' 54' 75.0 75.0 90.0 90.0 95.0 95.0 19 -1/8° 25 -1 /2' 37' 53 -1/8" 26, 75.0 75.0 90.0 90.0 93.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X X X X X X 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 I28' % X X X X % X X 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X X X X % X 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 38' 42' 48• 54' X X X X x X % X 95.0 95.0 19 -1/8" 28 -1/2' 37" 53 -1/8' 3 -3/8, 75.0 75.0 90.0 90.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X % X X X X 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 132' X X ® X X X X 95.0 �•-' �' 75.0 75.0 90.0 900 95.0 95.0 36" 42' 48' 54" 80' 88° 72° 80' 75.0 75.0 90.0 90.0 99.0 95.0 X X X X X X X X 93.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 73.0 75.0 90.0 90.0 95.0 95.0 38' 42' 48" X X 0 0 % X X X 99.0 95.0 19 -1/8' 26 -1/2' 37' 53 -1/8° 50 -5/8, 75.0 75.0 90.0 90.0 95.0 99.0 79.0 75.0 90.0 90.0 95.0 99.0 138° ® X X X X ®® 95.0 95.0 750 75.0 90.0 90.0 95.0 95.0 75.0 75.0 60.0 80.0 95.0 95.0 X X X X X X 95.0 95.0 79.0 75.0 90.0 90.0 95.0 95.0 72.0 72.0 72.0 72.0 95.0 95.0 38' 42° 48' x X XX 0 X XX 95.0 95.0 75.0 75.0 85.3 85.3 95.0 95.0 72.0 72.0 72.0 72.0 95.0 95.0 144' X X X X X X X X 99.0 95.0 19 -1/8' 26 -1/2° 37' 53 -1/8" 83' 79.0 75.0 90.0 90.0 95.0 99.0 72.0 72.0 72.0 72.0 95.0 99.0 X X X X X % X % 95.0 95.0 75.0 79.0 90.0 90.0 95.0 95.0 36" 42' 48" 54' 60" 88' 72• 72' 79.0 75.0 90.0 90.0 99.0 95.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -.02J04 (3 SEC. GUSTS). 79.0 75.0 90.0 90.0 95.0 95.0 75.0 75.0 90.0 90.0 99.0 95.0 75.0 75.0 81.3 81.3 95.0 95.0 75.0 730 90.0 90.0 95.0 930 19 -1/8' 28 -1/2" 37" 53 -1 /8° 74 -1 /4" 75.0 75.0 90.0 90.0 95.0 95.0 TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 TEL (954) 781 -4430 FAX. (954) 781 -5078) 75.0 75.0 80.0 80.0 95.0 95.0 75.0 79.0 90.0 90.0 95.0 95.0 72.0 72.0 72.0 72.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X X X X X X 86.4 88.4 75.0 75.0 81.3 81.3 95.0 95.0 X X X %X 79.2 79.2 3/16' HEAT STREN'D GLASS 3/16° HEAT STREN'D GLASS 3/18• TEMP. GLASS .019 ADHESIVE BY 'SAF -GUS' .015 ADHESIVE BY 'SAF -GUS' 120 INTERLAYER 1A!EKOL -LIO. RESIN .070" POLYCARBONATE LAMINATE .070" F-GL,A RBONAIE LAMINATE BY 'SAE -GUS' BY 'SAF -GLAS' 3/18' HEAT STREW° GLASS .015 ADHESIVE BY 'OAF -GUS' .015 ADHESIVE BY 'OAF -GLAS' 3/18" TEMP. GLASS 3/18' HEAT 5IREN'D GLASS 38" 42" 48' 54' 60° 88° 72° 84° 75.0 75.0 90.0 90.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 99.0 75.0 75.0 87.4 87.4 95.0 95.0 75.0 75.0 77.7 77.7 95.0 95.0 X IT X% X X X X 95.0 95.0 % X % % % x % % 86.4 88.4 x % % x X % X X 79.2 79.2 38' 42' 48" 54° 80' 88• 72° 98, 75.0 75.0 90.0 90.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 85.0 SILICONE X10 %PH. -1/4' SMS DOW CORNING AT 22' O.C. 5 SILICONE TREMCO TREMGLAZE SILICONE 0E1200 75.0 79.0 77.7 77.7 95.0 99.0 xx xx X X % x 95.0 95.0 INSTALLATION X X X X X X % X 95.0 95.0 SIUDONE TREMCO TREMGLA2E STAGGERED PARS I o 'cXI X{ 3 11 t9 O i . S i3 J x X X X X X X% 88.4 86.4 O 0500 SS00 XX %% %X X% 792 79.2 , a I N �� 38" 42" 48° 94' 80• $6" 38' 42" 48' 94' 60" 88° 102' 108' 75.0 75.0 90.0 90.0 95.0 95.0 111P■A4111111.01AADA1 75.0 75.D 90.0 90.0 95.0 99.0 XX X% xx XX 95.0 95.0 XX X% X XX 99.0 95.0 X % % x X X % X 95.0 930 �� ' �■I X X 79.0 X X 75.0 X X 90.0 X X 90.0 86.4 95.0 854 95.0 4 _ �II� L�J� `. �fI�) I � 79.0 75.0 89.7 89.7 95.0 95.0 XX XX %x XX 95.0 65.0 O GLASS TYPE '5. 0r4$ . 'S g n - z; $ xx xx xx xx 95.0 95.0 x IT x x x X IT % 95.0 95.0 GLASS TYPE 'Q' GLASS TYPE ' D' w GLAZING OPTIONS g. U a wL.. xx xx xx XX 88.4 88.4 ;u, g S o ,--,�2 , h t 38' 42' 48' 54' 90' 114' 75.0 75.0 90.0 90.0 95.0 95.0 % X % X % X t X X X X % % X X X X 95.0 95.0 99.0 95.0 .0 _ HuMAYOU4 FAR800 FLA. CAN. 3538 'f ��"�+ PRC;S)116TRF.IVID) 95 romplyins with 0. Plaids BMWn8Cole i ° X X% XX X 95.0 95.0 ,1 % X XX xx X % 99.0 99.0 38° aa° 48° 54" 80' 120" 75.0 75.0 90.0 90.0 95.0 95.0 i` .. ' 1L rir.% / "- ,,,/,,....."-- z IT x X x x X IT 95.0 95.0 drawing no. W03-52 1It X x IT X x x X IT 95.0 95.0 S QIE I WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED Wy MAW 7'';, Pr4IMet., ,,.., X X IT X X X IT X 95.0 95.0 % X x x % X X X 95.0 95.0 (sheet 2 of 5 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE 'J' WIDTH LENGTH EXT. 1 +) INT. I -) EXT. 1 0 INT. C -) EXT. C+) INT. C -) EXT. C +) INT. C -) 36" 42' 48' 54' 60" 66' 72' 48' 60.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 80.0 80.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 80.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 78.5 78.5 90.0 90.0 90.0 111.0 90.0 140.0 38" 42' 48' 94' 60' 68° 72" 60° 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 84.0 72.0 72.0 72.0 88.8 72.0 112.0 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 38' 42' 48° 54" 80' 72' 80.0 80.0 90.0 90.0 90.0 111.0 80.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 76.5 76.5 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 98.7 60.0 124.4 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 38' 41' 48' 54' 84 , 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 89.8 69.8 90.0 90.0 90.0 111.0 90.0 140.0 85.4 65.4 90.0 90.0 90.0 111.0 90.0 140.0 54.1 84.1 80.0 80.0 80.0 98.7 80.0 124.4 38' 42" 48' 96' 75.9 75.8 90.0 90.0 90.0 111.0 90.0 140.0 64.3 64.3 90.0 90.0 90.0 111.0 90.0 140.0 59.8 59.8 90.0 90.0 90.0 111.0 90.0 134.7 36° 42' 101 73.9 73.9 90.0 90.0 90.0 111.0 90.0 140.0 64.5 84.5 90.0 90.0 90.0 111.0 90.0 140.0 36" 42' for 74.1 74.1 90.0 90.0 90.0 111.0 90.0 140.0 61.3 81.3 90.0 90.0 90.0 111.0 90.0 140.0 38' 114' 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 36" 120' 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 38' 128' 72.7 72.7 90.0 90.0 90.0 111.0 90.0 140.0 3/18° ANN. GLASS .090° INTERLAYER BUTACITE PV8 BY ' DUPONT' 3/16' ANN. GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 GLASS TYPE 'F' 3/18' HEAT STREN'D GLASS .090' INTERLAYER BUTACITE P99 BY 'OUPONT' 3/18" HEAT STREW!) GLASS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. CLASS TYPE 'F' GLASS TYPE '0' GLASS TYPE 'H' GLASS TYPE 'J' WIDTH LENGTH EXT. C +) INT. CX) EXT. C +) INT. CX) EXT. C +) INT. (X) EXT. C +) INT. CX) 19 -1/8' 26 -1/2" 37' 53 -1/8' 26" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 19 -1/8' 28 -1/2" 37' 53 -1/8" 38 -3/8" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 90.0 80.0 90,0 90.0 90.0 111.0 90.0 140,0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 19 -1/8' 28 -1/2' 37° 53 -1/8' 90 -5/8" 80.0 90.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 90.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 75.9 75.9 85.3 85.3 85.3 105.2 85.3 132.7 19 -1/8" 26 -1/2' 37" 53 -1/8" 63' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 90.0 90.0 90.0 90.0 111.0 90.0 140.0 72.3 72.3 81.3 81.3 81.3 100.3 81.3 128.5 19 -1/8' 26 -1/2' 37" 53 -1/8" 74 -1/4' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111,0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.4 71.4 81.3 81.3 81.3 100.3 81.3 128.5 SIUCONE TREMCO SPECTRUM 2 GE 7700 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). 3/16' HEAT STREN'D GLASS .090" INTERLAYER SENTRYGU'S PLUS BY 'DUPONT' 3/18" HEAT STREW() GLASS 3/16" TEMP. GLASS .090' INTERLAYER SENTRYGLAS PLUS BY ' DUPONT' • 3/16° TEMP. GLASS WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. SILICONE SIUCONE TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 GE 7700 GE 7700 m GLASS TYPE '0' GLASS TYPE 'H' GLAZING OPTIONS GLASS TYPE 'J' APR 01 2009 PRODUCT Rt WED as eamPl, 96 wNti the Ronda Balding Codo No Hapindlw!1 49%51." i*.- ' 71 Prodateatral A 8 S S S SB N B D 2 r7 k drawing no. W03 -52 (sheet 3of 5 ) 1BY WOOD BUCK Qe a ea a n° CD TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEF. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING I /4° DIA. TAPCONS BY 'lTW' 1/4. 014. ULTRACON BY 'ELCO' (Fuw177 KSI. Fy °155 KW) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR C -90 BLOCKS 1 -1/4° MIN. EMBED INTO CONC. OR BLOCK DIRECTLY INTO CONC. CR C -90 BLOCKS 1 -1/4° MIN. EMBED INTO CONC. OR BLOCK i/4° DRILL FLEX OR SELF DRILLING SCREWS (GRADE 5 CRS, Fy°B2 KS! MIN.) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i14 SMS OR SELF I ING C[:RPWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. .100") TYPICAL EDGE DISTANCE INTO CONCRETE 2 -3/8" MN. INTO C -90 BLOCK = 2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE f'4 3000 PSI MIN. C -90 HOU.OW /FILLED BLOCK I'm w 2000 PSI MBAa, SEALANT: FRAME CORNERS SEALED WITH ACRYLIC SEALANT. Engr, DR. FNGOO STRuCTURES FLA. PE i 18557 CAN. 5 PR 0 2 I,I 8 I z g B 8 B B drawing no. W03 -52 (sheet 4of 5 ) cD WINDOW FRAME -ry .750 j^- .750 I- q—.062 TYP. Q GLAZING STOP TUBE .750 062 GLAZING STOP TUBE .125 —I .750 k- GLAZING STOP EXTERIOR ANGLE .125 Q GLAZING STOP INTERIOR ANGLE n GLAZING BEAD ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKS I GW- 39277 -A 4 WINDOW FRAME 6063 -T6 - 2 1206 AS RECD. GLAZING STOP TUBE 6053 -15 - 2A PW -336 AS RECD. GLAZING STOP TUBE 8083 -T5 - 3 EPA -1980 AS REGO. GLAZING STOP EXTERIOR ANGLE 8063 -T5 - 4 EPA -1960 AS RECD. GLAZING STOP INTERIOR ANGLE 6063 -T5 - 6 ®10 X i- - FRAME ASSEMBLY SCREWS - P.H. SINS 7 #10 X 1 -I /4- - GLAZING STOP SCREWS - P.H. 9515 8 IN -174 AS RECD. GLAZING BEAD 6063 -15 - TYP CORNER DETAIL EEnti7 . 1NMAYGUN FANGDG STRUCTURES FU. PC S 1E557 CAN. 353E 01 2009 PRODUCjRXN;WEV RA ocooplyfos With the Florida Building Code Ample= NOM i[4 :. 0, rl1. Mead �. Product CmMY ifret g RE tgo 81 g Q4 4z1 5 OM °g ffi a B S 0 u L. t drawing no. W03 -52 sheet 5 of 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinecode T.M. Window & Door LLC 601 N.W. 12th Ave. Pompano Beach, FL 33609 SCOPE: 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: Series "515" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W06 -30, titled "Series 515 Aluminum Casement Window (L.M.I.) ", sheets 1 through 7 of 7, dated 04/14/06 with revision B dated 01/11/08, prepared by Al- Farooq Corporation, 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 Resistant 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 and renews NOA # 06- 0614.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • NOA No. 08- 0506.11 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 Page 1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -30, Sheets 1 through 7 of 7, titled "Series 515 Outswing Aluminum Casement Window (L.M.I.) ", dated 04/14/06 with revision B dated 01/11/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. 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, TAS 202 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, 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 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4891, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4890, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09/24/02, signed and sealed by William R. Meitner, P.E. (Submitted under NOA# 01- 1129.03) E -1 Manue Product Control Exa NOA No. 08 -050 i . 1 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770, dated 3/30/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA# 01- 1129.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 01/26/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus H - Laminated Glass" dated 08/07/03, expiring on 08/07/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05 /21 /11. 3. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their "Uvekols — Liq. Resin to adhere Glass" dated 01/29/2004, expiring on 02/08/2009. 4. Notice of Acceptance No. 03- 0225:10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. F. STATEMENTS 1. Statement letter of conformance, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no fmancial interest, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Hurricane Test Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0614.03, issued to T.M. Window and Door for their Series "515" Aluminum Outswing Casement Window - LM Impact, appr d on 11/08/06 and expiring on 05/01/08. E.2 Manuel Pe - . E. Product Control xam' er NOA No. O. 6.11 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 SURFACE APPUED FALSE MUNTINS OPTIONAL SNUBBERS (2) FOR WOW. HT. UPTO 48' (3) FOR WOW. HT. UPTO 72' 4' MA%. HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 72 1/4° WINDOW WIDTH 35' 35' VENT WIDTH 30° \ D.L OPG. WIDTH A VENT WIDTH 30° D.L OPG. WIDTH BUTT HINGES AT SASH (2) FOR WOW. HT. UPTO 411' (3) FOR WOW. HT. UPTO 72' 14 3/8' WOC 4° HEAD HEAD/SILL SILL CORNERS SINGLE VENT WDW, OJ OPFNING$ DLO HT. = WOW. HT - 7.5° DLO W. (SINGLE VENT) m WOW. W - 7' DLO W. (DUAL VENT) WDW. W/2 - 6.125' 14 3/8' MAX. 8° LOCKS AT SASH HEAD (2) FOR WOW. HT. UPTO 48' SILL (3) FOR WDW. HT. UPTO 72° DUAL VENT WDW LAMINATED GLASS LARGE MISSILE IMPACT Ens: OR. HUMAYOUN FAROOQ STRUCIURES FLA. APE 11 9 6 C N. 8138 557 JAN 2 5 2008 PRODUCT REVISED as rnmplgtag with the Fla/ride &Min Cede Aeraptowe No ExPinadon Data BE U v 8 0 Cn c i 0 n '17 a IS A maT 2<m b drawing no. W06 -30 sheet 1 of 7 • DESIGN LOAD CAPACITY - PSF FOR ( X) SIZES DESIGN LOAD CAPACITY - PST FOR ( XX) SIZES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). U �� i V WINDOW DIMS. GLASS TYPES 'A' & 'C' GLASS TYPES '8', 'D & 'E° WINDOW DIMS. GLASS TYPES 'A' & 'C' GLASS TYPES 'I', 'D & 'E' AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2845100 FA3. (305) 2828978 WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) WIDTH HEIGHT UR.( +) INT.( -) EXT.( +) 1NT.( -) 19 -1/8' 26 -1/2" 37' (2) 62.0 62.0 80.0 80.0 26 -1/2' 37° 53 -1/8" 74" 28° (2) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 19 -1/8" 28 -1/2° 37' _ ��3(8 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 26 -1/2" 37" 53 -1 /8" 74" 38 -3/8" (3) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 19 -1/8" 26 -1/2" 37" 50(4/8" 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 28 -1/2" 37" 53 -1/8" 74" 50 -5/8" (4) 62.0 62.0 80.0 80.0 19 -1/8' 26 -1/2" 37° Bg) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 19 -1/8" 26 -1/2° 74 -1/4" (8) 62.0 62.0 80.0 80.0 26 -1/2" 37° 53 -1/8° 74° 83" (5) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 SERIES 515 ALUMINUM CASEMENT WINDOW (LM.I.)]� TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH. FL. 33069 TEL (954) 781 -4430 FAX. (954) 781 -5078 30° 74- 1/4 "(6) 62.0 62.0 80.0 80.0 62.0 62.0 67.9 67.9 18" 24" 30' 38' 24" (2) 62.0 62.0 80.0 80.0 48.8 48.8 48.8 48.8 82.0 62.0 80.0 80.0 28 -1/2° 37" 53 -1/8" 74' 72" (6) 62.0 62.0 80.0 80.0 62.0 620 80.0 80.0 82.0 62.0 65.4 65.4 62.0 62.0 80.0 80.0 45.5 45.5 45.5 45.5 18' 24' 30" 38" 38' (3) 620 82.0 80.0 80.0 32.7 32.7 32.7 32.7 62.0 62.0 80.0 80.0 24" 36" 48" 60' 72" 24" (2) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 18' 24" 30" 36" 48' (4) 62.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 82.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 82.0 62.0 80.0 B0.0 24" 38° 48" 60" 72" 36" (3) 62.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 18° 24" 30' 36° 80' (5) 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 82.0 _ 82.0 80.0 80.0 T c m description REV. PER SCCO COMMENTS Q 4 62.0 82.0 80.0 80.0 24° 36" 48" 80° 72° �° (4) 62.0 62.0 80.0 80.0 18" 24" 30' 38" 63" (5) 62.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 820 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 18' 24" 30" 36" 72" (6) 62.0 62.0 80.0 80.0 24" 36' 45" 60" 72" so' (5) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 T .n 820 62.0 80.0 80.0 820 820 89.8 89.8 37' 72" (6) 82.0 62.0 80.0 80.0 58.0 58.0 58.0 58.0 « $ as a o () = NO. OF ANCHORS PER JAMB 24" 38" 48" 80' 72" 63• (5) 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 at m 62.0 62.0 75.2 75.2 :--. . 7 '� C i ^ 9. .i; ti r--- : 1. 60.2 60.2 60.2 60.2 50.1 60.1 50.1 50.1 Eno: DR. HUMAYOUN FAR000 STRUCTURES FlA. PS i 16557 CAN. 3538 � � s 200e PRODUCT REVISED as coaEptiag with the Merida Bak Ne 1: -� � -, /1 I>:Dace •rte 24' 38" 48' 60" 72" 72° (6) 82.0 62.0 80.0 80.0 62.0 82.0 87.2 67.2 50.4 50.4 50.4 50.4 40.3 40.3 40.3 40.3 -MO :r By LI /. . ^ -" ,' ..,.., � 'L `'' c drawing n0. W06 -30 33.6 33.8 33.8 33.6 () .4 NO. OF ANCHORS PER JAMB sheet 2 of 7 ) (sheet 3of 7 ) S SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 TREMCO TREMGLAZE 500 TREMCO TREMGLAZE 500 3/16" ANN. GLASS 060° INTERLAYER SAFETY PLUS POLYESTER .010' PET FILM 080° INTERLAYER SAFETY PLUS POLYESTER 3/16' ANN. GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE 'A' SILICONE GE RGS7700 3/16" ANN. GLASS 090' INTERLAYER SAFLEX IIIG BY SOLUTIA 3/16' ANN. GLASS SILICONE GE RGS7700 GLASS TYPE. 'E' i m 3/16' ANN. GLASS .015' URETHANE ADHESIVE .070" INTERLAYER 'SAF —GLAS' POLYCARBONATE .015" URETHANE ADHESVE 3/16' ANN. GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE 'B' GLAZING OPTIONS SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 TREMCO TREMGLAZE 500 TREMCO TREMGLAZE 500 0 3/16' ANN. GLASS 120" INTERLAYER UVEKOL —UQ RESIN 3/15' ANN. GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE 'C' i m 3/16" HEAT STREN'D GLASS 120' INTERLAYER UVEKOL -110 RESIN 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE 'D' Engn DR. HUMAYOUN FAR000 STRUCTURES FLA PE / 18557 C.A.N. 3536 PRODUCT REVISED 5 eampiTN W wUh the Florida BakilaR Cole Aeraleamea No Bap4atlas !beta • -s SLPi AN 2 6 2008 Pradost !3 io 0 0 9d" a O 0 a. 0 a i C a drawing no. W06 -30 'TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD SUCH TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE MIAMI -DADE COUNTY APPROVED MUWON & MULUON ANCHORS SEE SEPARATE NOA g 0 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING £]p Ii♦lILIIII *1'1 • 'r 0 U \ 11 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS fMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/B° MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/6" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .1251 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Fleddz Balding Cad: AcRD /:•1 g,..• :, ..Mate., /'i7�� 1/ 13 BUTT HINGE OPTION CONCEALED HINGE OPTION ePinda l ,i JAN 2 b 21E8 drawing no. W06 -30 1/4" SHIN TYPICAL PHCHORS SEE ELEV. FOR SPACING 2BY WOOD K OR WOOD STRUCTURE 1�Y WOOD BUCKS. D.L OPG EXTERIOR WINDOW WIDTH 1/4" MAX. SHIM 1/4" SHIM MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL CHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY W000 Bt(CK OR \R WOOD STRUCTU I 1t�Y WOOD BUCKS: to Oj b� ®° � � EXTERIOR lJ WINDOW WIDTH EXTERIOR WINDOW WIDTH 1/4' MAX. 1/4' MAX. META. STRUCTURE 1BY WOOD BUCKS ° TYPICAL ANCHORS /7 SEE ELEV. FOR SPACING D.L OPG. 1 EXTERIOR r. DR. HUMAYOUN FAR000 STRUCTURES FIA PE i 18357 C.A.N. 3538 tykaAsILIOMo Zill i. /.f n TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS JAN 2 6 Z008 drawing no. W06 -30 Sheet 5 of 7) 0 FRAME 0 0 GLAZING BEAD . 500 .500 1E1 dF -.062 0 GLAZING TUBE 0 IMPOST ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE/SUPPLIER/REMARKS 1 GW37528 4 FRAME 6063 -T6 - 2 GW37528 4 VENT B063 -T6 - 3 GW37524 1 IMPOST 8063 -16 - 4 111145 AS RECD. GLAZING BEAD 6063 -T6 - 4A - AS REQD. GLAZING TUBE 8083 -TB - 5 810 X 1 -1/4' 2/ CORNER FRAME/VENT ASSEMBLY SCREWS ST. STEEL PH SMS 8 SW27713 - CORNER KEY ALUMINUM - 7 - - CORNER KEY (3 X 1 X .062' CHEVRON) ALUMINUM - 8 - - CORNER KEY (3 X 11/18 X .062' CHEVRON) ALUMINUM - 9 - - CORNER KEY (3 X 1 -3/8' X .041' CHEVRON) ALUMINUM - 10 2230 AS REDD. FRAME & VENT 4/TRIPPING FINSEAL - 11 GW37521 AS REQD. BUTT HINGE INTERIOR (FASTENED W/ (3) #10 X 3/8' PH SMS) ALUMINUM - 12 GW37522 AS REDD. BUTT HINGE EXTERIOR (FASTENED W/ (2) #10 X 3/8' PH 5M5) ALUMINUM - 13 23 -65 -32 - ROTO OPERATOR (FASTENED W/ (4) #10 X 3/8' PH SMS) - TRUTH 14 24 -11 -32 AS REDD. LEVER TYPE CAM LOCK (FASTENED W/ (2) #10 X 3/8' PH 5M5) - - 15 21089 - STRIKE KEEPER (FASTENED WI (4) 88 X 1/2' TH sus) - TRUTH 18 30238 AS REDD. KEEPER (FASTENED W/ (2) #10 X 3/8' PH 5MS) - - 17 300 SERIES 2/ VENT 3 BAR CONCEALED HINGE (FASTENED W/ (2) #10 X 3/8' PH SMS) ST. STEEL AT SASH TOP & BOTTOM 18 S8001/513002 3/ VENT 4' LONG SNUBBER (FASTENED WITH (2) #8 X 1/2' HEX H SO SCREWS) ZINC AT HINGE RAIL 19 - - - - - CORNER KEY 2.809 3.121 3.498 1.375 2.121 I 2.121 CORNER KEYS 3.000 1.375 Engl.: DR. HUMAYOU'N FAR000 STRUCTURES FLA PE J 18557 CAN. 353e PRODUCT REVISED with the FaR B*4Bn Cu Acceptance No 1 Dale ,M VW /f c 0 c J a V 0 8 I 4 drawing no. W06 -30 sheet 6 of 7 i S IMPOST CORNERS tow z o $ P; " o E 0 a mo ot Vo o& <61E0 COMP- ANL \W06 -30TMW 8 t a a a o drawing no. W06 -30 sheet 7 of 7