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WINDOWS/SHUTTERS
MilAi\tH S H ES V D L A E BUILDIPIG INSPECTION DEPARTMENT APPL VCAT QDN FOR E_ UOLDOINS P(EIRMOT Application is hereby made for the approval of fie detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This applicai ion 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 progress of the work. Mr. & Pars. Robert Adler Owner's Name and Address xx 54 Registered Architect and /or Engineer Name and address of licensed contractor Calumet tifindows, Location and legal description of lot to be built on: Lot Block .. Subdivision Street and Number where work is to be done 1081 N.E. 95th. Street, Miami Shores, Fla. State work to be done and purpose of building (by floors) R 22 existing glass jalousie windows and install 22 aluminum arming type wirdows. No structural changes. and for no other purpose. New Building Remodeling 22 Wj- r.dowaddition Repairs No. of Stories To be constructed of Kind of foundation Estimated Total cost of improvements Zone cubage required $ 1530000 Chairman Member Member Council Approved Date Inc., PLANNING BOARI) DATE Date ------ Sep tember _._...__.__ _ ,19 .71_ No 1081 Street _ N.E. 95th° StQ 1002 E. 24th. St., Hialeah, Fla. Roof Covering 7 Amount of Permit $ .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 . ;aid building. All notices with reference to the building and its construction may be sent to___.Cz umet_indow-s,____lnQQ_ 1002 E 24th. St., Hialeah Fla, 33013 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 with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for ection ort/Ehe site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such s ntr tors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary publi,:, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath depose s 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. C� Permit No �3 G ' Date 4 3.11 Disapproved II __ - Date Buil g Inspe ( h) fo (Signed) 1 Q.P i tor Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Member Member Member 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- inspection fee of $1.00 will be charged when su.h re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Prune y MIAMI SHO S VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 9 Time Type Insp'n Permit No. Name Address Company v i— )-- I , --..y .S Ci 0 For Inspector P- Name & Date Approved Correction Re -Insp' n Fee 0 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -728 Printed: 5/21/2003 Applicant: rn Qe, rqu b-e,r`t• Owner: - LHOG. rcz ‘.(,},-ert- Y)'y c kQ e JOB ADDRESS: 1081 NE 95 ST Contractor ALLSTATE WINDOWS & DOORS Contractor's Address: 5205 NW 72 AVE Local Phone: 305 - 513 -3388 Parcel # 1132060143620 Fees: Description FEE2003 -3016 Building Fee FEE2003 -3017 CCF Total Fees: Amount $385.00 $15.00 $400.00 Total Fees: $400.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/2/2003 Construction Value: $25,000.00 Work: INSTALLATION OF WINDOWS & SHUTTERS WINDOWS & DOORS (IMPACT ) m Bank of America Advantage_ Ifl HAEL D. GRAUBERT, MD. 10 M.E. 95TH ST. FL 33138 -25 M % SHORES, Site-/PS 1'( a( to the order Bank of America„ ACH CUT 0831 z 4 M emo ' 1 :063 L00 2 ? ?1: 003435 27 L854tt Date Building Permit Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 28 & 29 BLK 81 LOT SIZE L 0 3 1 039 63-27/631 FL 817 $LBO to tars BY: Page 1 of 1 compliance with all ordinances and regulations pertaining thereto and in strict ami Shores Village. In accepting this permit I assume responisibility for all work ELECTRICAL .1.x,1,1.. Minimum Fee QTY. '1.1,1,1,, Dryer Q 1 'INK Outlet, Appliance QTY TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New i'IECHANICAL .1.x,1,1,, Minimum Fee QTY. TYPE Condensate Drain Q 1 . } , .1.x.1,1,. Generator ()Ty. .1-x,1,1; Refrigeration, Tons (fry. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE, Drains, Roof t rl'. TYPE Miscellaneous Fixture QTY. 'TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ IMPACT FEE (New Construction) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ / _5 . 0 6 Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ OTHER (Specify & Attach) ( x Q 6 1000 0) (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE 3 PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL 0 b) ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Page 2 1MPORTANT NOTICES AFFIDAVIT - Please read carefully. ST OF 4 Al Signa a of wner ( taP7 C/ Print Name '1 Sworn to and subscribed before me this 11 day of I't p f t I 1.003 SEAL: 1 �► Signature No ; Public - State / lorida Y OF MIAMI -DADE { `�jC:��ci'.1 L:T NCil'ARY PUBLIC STATE OP FLORIDA COMMISSION NO. CC828525 MY COR/ ViiSSION EXP. APIL 21 20113 Personally known OR, Produced Identification 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED OUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are I .mited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holid iys. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED B'( EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR 5 TORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval i> required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Departr - tent (MDWASD) approval is required for applications involving sewers. Application is hereby made to obtain a permit to do work z. nd installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permit s required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) o:' the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. .i am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (507o) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a :NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice o;' Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, f l° Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLO Signature of Cot ctor / Qualifier Print Name Swom to and subs re m this ZOO. Signature of N SEAL: Day 6i re Ob a u i OUNT 0 Iic - State o Honda p4,. Susan M Piedra -Lars ip. g My Commission DD052852 o f Expires August 26, 2005 PERMIT APPLICATION IAMI -DADE M1� Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: DOCUMENT ' TITLE: EXECUTED By: TO: Brief Legal Description: (If Applic; DOCUMENT COVER PAGE (Warrant;' Deed, Mortgage, Affidavit, etc) 7 * - 2A) 01/4; Z \ctorcA \ 31* - STATE OF FLORIDA, COUNTY OF DAUt I NERE3Y ERTIFY!hl its is a hue -Oho original ft d i tHs c•I;:ca on _. /.•ice. ^•� I •.AnO . C ( 140 111P ir WITNESS.� , ry h HARVEY RUVIN CFN 2003R0364844 OR Bk 21314 P16 213E - 2139; (21390 RECORDED 06/06/2003 13:30:28 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTYp FLORIDA 11111111111111 1111111111111111111111111111 NOTICE CIF COMMENCEMENT A RECORDED COPY MUST 3E POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO P10. STATE OF FLORIDA: - COUNTY OF DADE: OR Erb: 2131 4 PG 2139 LAST • PAGE THE UNDERSIGNED hereby gives notice that improvernents 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: 1081 NE 95 STREET 2. Description of improvement:INSTALLATION OF WINDOWS & SHUTTERS 3. Owner(s) name and addresiV1ICHAEL GRAUBERT 1081 NE 95 STREET MIAMI, FL 33138 Interest in property: N/A Name and address of fee simple titleholder: N/A 4. Contractor's name and address: ALLSTATE WINiDOWS, DOORS & SHUTTERS 5205 NW 72 AVENUE MIAMI, FL 33166 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ N/A 6. Lender's name and address: MIAMI, Ft 23138 N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to. himself, Owner 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: N/A 9. Expiration date of this Notice of Commencement: (the iaxpiration date is 1 year from the date of recor• .ti nless a 1 _ / 4, 4 , af differej date is d) 41 N/A Print Owner's Name lgnature of Owner th /C�V' ` 7 a � Sworn to and subscribed before me this 1 day of r► 1 ,200 3 . Notary Public 4.'"' Print Nam - My Commission Expires I ,'...V rATE 0 FLC; A �U., ..,..: ;; vi NO. CCc28525 7 vy (707, ���• '"YD .:� 7t ^Mi1 Prep Address: 520511W/LAVE. MIAMI, FL 33166 NAME: t�u �I v ktI tr DATE OF INSTALLATION: ADDRESS: !O / /ki ' q � � � HOME PHONE: 3 OS' 7.51 -- 1315 CITY: Ilit'L4.11 S 14 r{. STATE: F L. ZIP: 35 (38 OFFICE PHONE: 3 o SJ L-t / ' U u U 7 Nctµie :w C Type Window In: GSD RES. DOOR OTHER STYLE: ATW(SV) 7r if�.kr� le, Glass Type: C Izur Clear 6420 Lexan: Laminated: MASONERY: SILLS: FINISH: Block up DIRECTIONS: DIAGRAM /41M 14}1(' y„tvtp 5 '1'1-YSp ACC_, T 4 k 1, -2s to ►, L 40 w h) -2 jr , CC ) _!'s —1 _ H [1 - -1 130121 1 i 1 L . .' Ir :3 Horz SH COL. 2/2 OX 1/1 CO Doi' CONTRACT DATE: CONTRACT NUMBER: ` 3 SALESMAN: JUt% UQvi INSTALLER: c3 0 , :dud? >t v J p -r (+<( 314, Gte, i 'O rIon- Impact Cmt. noloW LOOKIN OUTSIDE/IIJ — FRONT OF HOUSE Manufacturer: P(3 Impact GSD P.W.F. 2d2t 3/16 4d21 1/4 3d3t Grey OBS Outside Stucco /N Ceramic R / PINK - SALESMAN :1 Full View Operators R/H White Esp. UH 4 IN. Blk / 2 0 0 3 ad)e- PUSS/ It'll&Cr CCpt ? ! cActi (lo af tt� (��o►t °� t Do' 4- S`z l 6 4- c,; ((to coot] r i 'r S till 4- CUSTOMER SIGNATURE Store Alum Front Door H.R.S.O. H.L.S.O. INSUL. Temp. M1AMl•DAf)t:� DUI-DING CODE CO11PL]ANt:E 01:11t_'3; {33((0) P}lOt)UCI' CONTliO1.. NOTICE, OF ACCEPTANCE (NOA) MIA l• 1),x1)1: COUNTY. FLORIDA l,•11.2112U..l)A1N..11 AGLf.i2 BUILDING )411 VI' ;1FLACL3:33 1013 1∎41A1v11, I L01211)A 33130. 1',63 (3115) 376.3')0l i /il' (3(l:i) 3 75 -3')o 1 PGT Indusfrits P.O.. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submiticd has bcci rcvicwed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (130RA) to be used in Miami Dade County and other are as whore allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after t-e expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the M-IJ (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 manufacn,rcr 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 thc 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 rcquiremcn•s of the applicable building code. This product is approved as describe 3 herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW - 701' Aluminum Fixed Window Impact APPROVAL DOCUMENT: Dray.ing No. 4214, titled "Aluminum Fixed impact Window", sheets 1 through 4 of 4, prepared by manufacturer dated 02 -16 -9S and last revised on 09- 09 -02, signed and staled by Robert L.Clark, P.E., bearing the Miami -Dade County Product Control Revision Stamp with thc Notice of Acceptance number and cxpira date by the Miami -Dade County Product Cotrtrol Division. MISSILE IMPACT RATING: Large 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 bc considered after a renewal application has been filed and there has bccn no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA w;11 occur after the cx-piratian 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 aly other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA steal' bc cause for termination and removal of NOA. ADVERTISEMENT; The NOA number preceded by the words Miami -Dade County, Florida. and follow by the expiration date may be displa' •ed in advertising literature. If any portion of the NOA is displayed, then it shall bc done in its entirely. INSPECTION: A copy of this entire NOA stall bc provided to thc user by thc manufacturer or its distributors and shall bc available for inspection at the job site at the request of the Building Official. This NOA revises and renews N DA ti 99- 0215.01 and, consists of this page 1 as we li as approval document mentioned above, The submitted documentation w :s reviewed by Isltnq L Chanda, P.E. NOA No 02- 07'6. Expiration M a : October (13, 200? Approval Date: October 03, 20(12 Page hA iAMJ- r)A(.)i: Approved:0 /20/1999 _.- -• ��.- .. u J.JL JIJJ L 1 J •1L1J I >1[I tJUL MIAMI. D , COUNTY, FLORIDA MrT3 O ))AD 1 ;1_AC,LEF: �lull�l�n�r; 1Yf_fl.J NG.COTJf+; t::4: M'LIA.NCT. ;) y.JCE METP 0.OADT: T;3 11.3 )),l�li)(3 Y l4 {)'�JJ3 FLAG La; SIT EET, Si.JYT1 U 03 PI ()DUCT ' h � Y ldll.l✓�3., .1fY3t3l)r, 33333 3563 �D UCT CON 'S {)ice OTJCE OP' ACCE'TA.N�,'1± 1305) 375-'2903 T1.3; (33 375-2908 P n C+:)NITZ CTOP LICIN.SrJG SECTION 10701 eoh olc:g}1 Drive (30J) 3'15-2527 FA)! (335) 375`255L No lcor33ls lil 34279 r . ol�T7aACTOR E3 FORCEly. NTSECTIO?+ (305) 375 -296 3A) (305) 375 -2932 Your application. for Product Approval of: r)2onUcT. - rONT>L0L DIVISION 3sPPP 701 Aluminum FI ed' Window- Impact i1 n �;J d ; �yoz FAY. (305) 372 fi33y L'erie under Chapter 8 of the I (7 /x.6 Laminated) Cod of Miarrii -Dads County governing the Use of .Alternate Materials and Types of Construction, and completely described herein, bs been recr,Irir endP.d for acceptance b: the 1-Aiani -Dade Court; Building Code Compliance, Office (3CCO) under the conditions specified herein. This approval shall not be valid after the expiration date staged below. BCCO reserves the right to secure this produce: or material at anytime from a jobsitt; or manufacturer's plant for ztmlity control. testing Hillis product or material fails to perform in the approved mariner, BCCO may revoke modify, the use of such product or material ;nnn3ediatei 7. �' � �, or suspend y BCCO reserves the right to revoke this approval., if it is determined BCCO that this product or mate: jai fails to meet the requirements of the South Florida .Buil Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99- 0218.01 Ex_pires:05 /2012.002 Raul Rodriguez Chief Product Control Division. TIIIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COTTEE This application for Product Approval has been reviewed by the B CCO and approved by the. Building Code and Product Review Committee to be use in Dade County, Florida under the conditions set forth above. 1y r211CiSCo .5, Quintana, R.A, Director l of ; Miarai -Dade County Building Code Compliance 0 innovative ACCEPT A,NCE No.: 994218.1) A3'l'P0Vl l') E_'1:14.: NOTICE. 0.1 ACcAj..PTA.NC : SPECIFIC L ��1'LC;1"11C +Ct" }'N3)IT)+C.1NS 1. 'SCOPE 1.1 This approves an aluminum fixed \.vindow_ as described in Section 2 of this Notice of Acceptance,. d.esignr 10 comply v,Tith, the South. Florida Building Code (SFl3C), 1999 Edition for lvliaani Dad.e County for h.e locations where Mi: pressure requirtr ents., as determined. by SPEC Chapter 23, do not exceed the Design Pressure Rat.n_g values indicated in The approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series INV 701 Aluminum I+ixed Window Impact Resistant and its components shall be constructed in strict compliance v, ith the following documents: Drawing No 4214, titled "Impact Picture *Window (0)" Sheets 1 through 4 of 4 dated 2/16/98, revised on 1129/99, signed and sealed by Robert L. Clark, P.E., bearing tae Miami -Dade County Product Control approval stamp With the. Notice of Acceptance number ar.d approval date by the Miami -Dade Conn Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. ` TN S T ALLATION 4.1 The alurninu.m fixed window and ts components shall be intalled. in stie:t compliance with the approved drawings. 4 2 Hurricane protection system (shutters): the insta laiion of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a nermancnt.:.abel with the manufacturer's name or logo, city, state and following statement "Iviiami -De County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit sdall be accompanied by copies of the following: 6.1.1 This of A.cceptance 6.12 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marled to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the. South 'Florida Building codc (.Sl' BC) in order to properly evalu the installation of this system. 2 of att Manuel 'ercz, P. E. Prod11ct f r of Exarnir PIoduct'S.Qpkol Division MAY 2 fl 1999 MJ. W 2 (i 2002 1 industries A(.c:'l':r''r'ANCY., No,: ..Ai) 99-02 8.01 2 1999 m i 2 () A 1. Renewal of this Acu pt;a3: (approval) si3a11 be considetr d a.jt_e,t 2 renewal application 13ar, been filed a3;d.the original sLbunttc;d documentation, 3 33Clt3dl3]L supporting data, engi eeruHg doc an-ien s, arc no older than eight (8) years. 2. Any and. all approved products shall be perrnar3et3.tly 1abele,d. with the mani3faCi333 er's name, city, state, and the statement. T 1, iami- :Lade County Product Control Approved or as specifically stated. in the specific cort.d3tions of this .%.cceptance. 3, Renewals of Acceptance will not be eorsid.cred it a) There 112s been a change in. the South. Florida wilding Code affecting the evaluation of #his product and the. product is not in ct+rripliance v;itli.the code changes; b) The product is no longer the same, product (iclentical) as the one originally approved; c) lithe Acceptance holder has not c)mpli.ed. with all the requirements of this acceptance, ?nclt3ding the correct installation of the product; d) The engineer who originally prepxcred, signed and sealed the required documentation irritia�ly submitted is no lorme: practicing . he engineering profession. Any revision or change in the mat ri.i?s, use, andlormanufacture of the product or process shall automatically be cause for termination of this Acceptance, u3iless prior written approval has been requested (Through the fiang of a revision application with appropriate fee) and granted by this office. 5. Any of the folio shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of tans product or process. b) Misuse of this Acceptance as ar. endorsement of any product, for sales, adv =ertising or any Other purpose. 6. The Notice of Acceptance number pre -ceded by the Words Miami -Dade County, Florid?._, and followec by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety_ i. A copy of this Acceptance as wi;l as approved dra iiias and other documents, where it applies,.snal be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engir ter need not reseal the copies. 8. Failure to comply with an section of this Acceptance shall be cause for termination and removal of Acceptance. 9. ' 1'il.i` Notelet of Acceptance cons sts of pages 1, 2 and this last page 3. Manuel crc:A P.E. Product Co ;-.'roduc: - tiitrol Division END OF THIS ACCEPTANCE 3 of 3 Exarii COMPARATIVE ANALYSIS TABLE 1. F -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7/16° LAMINATED (3/16 7PtS) WINDOS. WIDTH WINDOW HEIGHT 76.000 78.000 80.000 84.000 90.000 96.000 NEG P05 NEG POS NEG POS. NEG POS NEG POS NEG PDS 47.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 90.0 90.0 -90.0 901) -90.0 9o.0 42.0 -90 0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -89.3 89.3 4 Z :In Af. n On n _ on n on n n on n _Of n an n Sio 7 RA 7 AS S *A 5 44.000 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -80.0 90.0 -87.3 873 -84.0 84.0 45.000 -900 90.0 . -90.0 90.0 -90.0 90.0 ' -88.1 89.1 -85.2 852 -81-8 48.000 -90.0 80.0 -90.0 90.0 -90.0 90.0 - 86.7 86.7 -83.3 833 79.6 47.000 -90.0 90.0 -90.0 90.0 -87.8 87.8 -85.2 85.2 -8..5 131.6 77.3 77.3 48.000 -93.0 90.0 -87.9 87.9 -86.3 86.3 -83.6 83.6 -78.9 79.9 • -74.8 74.8 96" MAX. WINDOW HEIGHT 6 1 /4 " MAX. --. 4B MAX. WINDOW WIDTH 45 MAX. DAYLIGHT OPENING 1 MAX: 0.C. W/ TAPCONS i .3 MAX. 0.C. Y1', f 7 1 4 SCREWS /F\ LARGE MISSILE IMPACT WINDOWS 1.) GLAZING oEL JL: 7/16 (.454) LAMINATED GLASS CONSISTING OF 3/16" HEAT STRENGTHENED GLASS WJTH AN .090 INTERLAY£f? Of SArt.or PVB BY SG'LUTIA OR DUPONT WITH BUTACITE AND 3/15" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: `O' .3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX. 6 1/4" FROM EACH CORNER (HEAD do SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS A MAX. D.C. AT HEAD & SILL = 17 W/ 1/4 TAPCONS MAX. O.C. AT HEAD lc SILL = 13" w/ /14 SCREWS MAX. O.C. AT JAMBS = 73 1/4" W/ 1/4" TAPCONS MAX. 0.C. AT JAMBS = 11 1/4" W/ 14 SCREWS 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: F71-1971 7.) INSTALLATION OF 1 x OR 2x 3UCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. 13 1/4" MAX_ O.C. w/ TAPCONS F 11 1 /4 - AdAX. O.C. Iwrf 114 SCREWS F+O t-t L rE G35712 Structural it-vs d 8)- F.K. Rroird 8Y F.K. Rmd Fl: . F.K. . & sr: F_ K. R-rid 9y: F.K. &Kd 8 1 n. _ _ D.B. INDUSTRIES be.-+:. Dot.. 9/9/02 Dote- 8/13/02 Da tv 7/10/02 Dcb: 5/9/02 Date: 1l /5 /a1 ELEVATION 1070 - F511 "Oj0CY f> - 1 AI 1 IMINI IM gX En Ra+tmc - REV - Aff.ifORS SPACING Ravisorn: E-REVISE ANCHORS If ARCS Ro<aconr D - REMOVE TEMPER 0P7 RaNfans: CAW COMP. ANAL. TABLE 6 = et ADD EXTR. Dote: Ravis■u: 1/29/99 1 12 P.D. 90X 152'9 Scriaa /1.+adiet: Scala :: Shed: itOxOt?S. F1 34274 PIY- 70 1 1 NTS S 1 or 4 5100UCT 9114= asa Calk OZ -0711 • o3 L.. aim pL7d. L j ai » 1 c c 5 LL ft .,„d t JAAPdCT WINDOW 1 1ta. 4214 qa 1110 ITEM 2 3 4 J 9 70 DESCRIPTION V. T. 4 (between bead do .gloss) 8 Frome Ass . screws 1 Frome Heod & Sill Frome Jombs .688 x .500 Channel Gloz. Bead Seam Seoler Closed Cell Foorn Tope 6 ; 8 x 7.000 Ph. Pn. SMS 7 Silicon Bock bedding 8 7/76" (.454) w /SOLvTIA P1r8 W TERLAYEN 6 x .875 Ph. FI. Self -top 612241 6 12242 653.3402 6SM55W 67308 781POA 62899C 7/76" (.454) W /OUPONT PV8 INTER . YER 7PWSW QTY. /LOCATION 1 eo. 2 4 7 Beod screws. 2 1/2' from end, 20" cen ters H.P.G. Fost VENDOR Alumox Alu Alumox Schnee- Morelleod Silk` -1I Merchants Fastener,, Dow Corning .O62- 2.784 .874 ! �7 1- IL __�_ 0 FRAME HEAD & SILL 5063-T5 ALUM. v vv RoDrH L Clary, P.E. PE 13971 1 .312 2.784 1 a •11 w • L._ - • INDUSTRIES t1Di{Okt75, r t .34275 P.C. aos 7529 j'R ziAlfl fl "+4 ----I I. - _ 312 It, --I .874 1-- 0 FRAME .IAMB 5063 -T5 ALUM. 1 Taw .588 .062 .588 rtersd s": gait: rit.sions F.K. 9/9/02 F-N0 GHC T7-1IS SW firms"' By: D.te: Rc.ipor.s: F.K. 6/7.3/02 E —ADD DIM., ORIENT. Prr.sd Pr Gott: Ro+reeivrts: F.K. 7/7 D /02 -CIO 07-JG TT SH F. Reirad 5/9/02 RO C F.K. THIS SHT Rrrsd 9y: Datr. RtVsinna: F.K. i I /6 /0 7 T8 At ADD £X7R. „_.,= 1 n L i rte /oo I ' 1 --�� - .052 1 .500 VENDOR T AF -122-4 AF— 1224. AF -5334 SM5504 1308 89.9 0 GLAZING BEAD Finfi 3 —TS tii 1 IAL 0.8. 2/ 1 6/98 FX.TRLS!ON PROFILES . 8z. - Mx= R& Sit - a 114. vial b.. Yfir1as eye. a«t,.,.R M.02— °794, ' 453 s Data rt1 - 13at �� ist..a1 1. L1.�► 1 ALUMINUM f IXED IMPACT WINDOW Say cs�lodct 1 store: Ste +(� 1 form -in ft. • 10. HE7CHT EXT F 2.789 1 MAX. 44YLIGNT OPENING = WINDOW HEIGHT - 3" HORIZONTAL, SEC TION 3/18' J-LE T STRENGTHENED t-XTERIQR VERTICAL SECTION I Rom. pi 134712 Structural D.E. MAX. DAYLIGHT OPENING = WINDOW WIDTH - MAX. WIDTH 3/15 HEAT STRENGTHENED _090 TNTcRLAYER (SAFLEX BY SOLIMA OP DUPONT W/BUTACfTE) 7/16' CLASS BITE irrse 7 O v id ilioruo F.K. 9/9/02 --D QC THIS SHT irr a Iltr - Dots: RRVdiona: F.K. 8/13/02 E - 01G D4TERL. k DI3'C Arvin BY Dodr. eaririarc F. K. 7/10/02 - REMOVE TEMPER OP • Artist ay: war: Rrrir ions: F K. 5/9/02 7EURD7ED GLASS Lord 6y. DOW RaVvioas: F. K. . 1 1 /& /Q i 78. do GLAZING DU 8r"d 8y: ' 4 93 11 .214 1 arm — = i C. , 1/29/99 at • L -_ ! Drown B) vole: INDUSTR 0.8. 2/16/98 SECTIONS & RrritinnE WZ 1FGn7rvitf 3 Ticrr� j j { t fy wI r r r V r Vi i • .+ r 1L tJ iv, 11 %. f i P_0. BM 15r9 snw 1 ri : Scar: Saari .'VOKO rs. 3 42 7, PW 70 I 1 • N TS 3 GAZING DETAIL: 7/ 16" LAMINATED GLASS rItaDUCT WW2) s'e gr or a sir iPs kla∎ Aamparcir {x.02 - G7iC.O [s Dw 4c-T• i 17 , o f. ti_ i C " Carhr GLAZING DETAI! IAILDAnT irvi1 _ i ai rbe a 2.784 Fr iiVrjvyy IF d 4 4214 1/4 " TAPCON NN{ (SEE NOTE • 1) it 1/4" MAX. NOTES: 1. USE MIAMI-DAnE -� ncccDr TCCi L fiLJ LJIL,YLL tJ - .J+ 1 1/4 MIN. ' •d - a A a a Y rrr 11 4 PANFIEAD PANI FAO INSTALLATION OF 1 x WOOD BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. TYP. HEAD, SILL JAMB COUNTY APPROVED ELCO OR I;`► TAPCONS. LD LGi I - RT Ti — 1 9 i J a L, L I• 1 1. , J J t Q'4/- Rohprl L Clark, P.k._ Pi ;3 7i2 5% ructwol 1 1/2" MIN_ TYP. HEAD, SILL JAMB • .Ir■ I ICCTOtCC III ∎ Loa V. ae \t J�J P.O_ l :579 t70KOM1S. FL 342 74 dale; Rr id sy F.K. Re.td Oy Re.waio.r; F. K. Read dre Date: F.X_ PF. d �: te Revsit: F.K_ 9/O2 l/( T,41' 1 k NOTE Rend ! Date Rn.�isionx F K 7 /s/01 TB & NOTES Re.T s D D.8 : d BT: -bat /29/99 R:: - Date; 1 D. B. 2 1 2L 1 a t DnrnyGoT r MIT RAGE Jy fa I[ JtifVLI 3 75 iL ALUMI Jjj _UM FIXED ED /fYJ•1 ACT i S <�ct,Jlade, IN�ISTALLATION OF 2 x WOOD BUCK .,TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BLDG. OFFICIAL. Date R..:a:as- 9/9/02 F —cJK SCREWS TO /14 jletc 8/13/02 E—CHC Re.iaitn>L &ucx NOTES 7 10/02 O CHG TMS . iT Sick: 1 Sheol: ?W— 701 N TS l 4 or 4 ritD DUCT REV ISM or Ida t►. P r idbG G.i. APIIIISMIN N. Oz- o7i' • 0 3 1,7 (s�+ Arta f1.-To 30°� . LLMAAN !16t11 Dale M40.1 CJr PSVes .ffll:DO 4 f 03/13/2003 01:26:04 PM Christine Veitengruber PGT Industries 11 Page 2 MIAMIDADE �1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 softer the expiration date stated below. The Miami -Dade, County Product Control Division an Miami Dade County) and/or the AHI (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 mariner, the manufacturer will incur the expense of such testing and the ANJ may immediately revoke, modify. or suspend the use of such product or material within their jurisdiction. BORA reserves the rift to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requir ements 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 FD-101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer.. dated 7 -12 -99 and last revised on 01 -17 -03, signed and sealed by Robert L. Clark, 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 LABELING: Each unit shall hear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Eade County Product Control Approved ", unless otherwise natec: herei.n. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change in the applicable buildil rg 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 manufaoure 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 N DA 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 thi; entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspt ction at the job site at the request of the Building Official. This NOA revises & renews 140A # 02-0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda; P.E. 02092713. MAX fd101h o,ao lami max MIAMI -DADJI COUNTY, FLORIDA M.E7RU•DADE FLAGt.ER DUI I IAN l :i 140 WEST FLA Glint STREET, SUITE 160 :1 M1AM1, FLORIDA 331'0- 156' (305) 375 -2901 FAX (305) 375 -2901; NOA No 02- 0927.13 Expiration Date: Ft:hruary 13, 2008 Approval Date: February 13, 2003 Page! 1 M - t)Aijr : 11) A MI. 3)A))!:.C:O1JNi)'. FLOP Il.)' 1AILTIZC) l) /,3>i:. l_A "Jl, l2 131313,DING )1111).1)3N(; (:(31A . co'`1)'I.,3AN('3•: t)3 E t'): )M114t(11;i131:) 3_AG) felt )31J11 1)11J(., 140 V41 -;) 1 Rr_r1. s1J1r1: 14•)(i:i W/.'•13, 3! O1flI) ;. 33130 ;5(,3 ) CONJ NO 4)1 At ( - 30!,) 37]. - „ )01 3.A>: 43(6) 3/. . 91R )'GT lndustlit!s 11176 'I'cr:lhrioitigy Drive r3ko Approved: 02/1112000 FL 34274 C()H73iAC!())1 5►-CTION S3f)) 37! ;-2961 F4): (3n) 375.2902 ritoDUCr CONTROL ulv1.ylO1' ' application for Prof uct Approval of: (3063 375 -2902 FA): ( 372 -(339 Series 0uiswiug Aluminum Ijrcnth Door ►,+! Siflrlitcs ImpQcI under Chapter $ of the Code of Miami-Dade County governing the use of Alternate lvlaterials and Types of Construction, and rornpltady described herein. has been recommended for acceptance by the Mla.rnn -Dade County Building Codc C)mpliancc Ol1cc(T3CCO) under the conditions specified herein. This approval shall not bt: valid after the expiration dale stated below. BCCO reserves the right to secure this product or material at an ;time from a jobsite or manufacturer's plant for quality control testing. If this product or materia' fails to perform in the approved manner, BCCO may revoke, modify., or 3l2spcnd the use of such product o: material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the mannfacturer. Acceptance No.:99- 0716.01 Expires:02 /11 1 .003 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application tar Product Approval has been reviewed by the BCCO and approved by the Building Codc and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Internet mail address: t •ostntasicraa buildingcodeonline.com (_ONTI3 AC U)li 1,1Cf NStNG 5r;(” rlt3N 1305) 375 2527 )•A>: 1 375•2'i5ti Rav) Ro.rig.ue2 Chief Product Control Division rancisco Quintana, R.A. Director i of 3 Miami -Dade County Building Codc Compliance OM fiantepage: bap :flww•w.buildingcodenntinc.com P(.:'r' 1nda�lric.�. 2 of 3 ACCEII'ANCI No.: 9941716.01 () \ 1:) ENP1RES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS FEE 1 1 2003 1. SCOPE 1.1 ThiS approves an outswinL alurninurn French door. as descr:bed in Scctinn 2 of his )Qni r. of Acceptance, designed to comply with the South Horida Building Code. (SFBC), 1994 Edition for Miami -Dade County, for the 10e31.4)n$ where the pressure requirements, as deterrn.ined by SF13C Chapter 23, do not exceed the Design Pressure Rating values indicated in the Upprovcd drawings. 2. PRODUCT DESCRIPTION 2.1 The Series OuLtsving Alurninnm French briars u'\ Sidelite - Large Missile Impact (Resistant and its component, shall be constructed in strict compliance with the following documents: Drawing No 972, titled "French Door w\ Sidelites" Sheets 1 through 4 of 4, prepared by manufacturer, dated 07/12199, sigred and sealed by Robert L. Clark, P.D., bearing the Miami -Dade County Prod Control approval stamp with the Notice of Acceptance number and approval date by the Miarni- Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drav'ings. 3. LIMITATIONS 3.1 This approval applies to single un +r application of pair of doors and single door w\ Sidelites only, as shown in app! owed drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLA"CION 4.1 The outswint aluminum French doors w\ sidelites and its components shall be installed in strict compliance vrith the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Scetinn 2 of this Notice of Acc. dearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SF 3C) in order to properly evaluate the installation of this system. ; 51A,c lshaq Chanda, P.E. Product Control Examinc Product Control Division l'( >`I lrtdz��(rir.ti A4 ( ;1 >TA No.: 99-- ()716.(11 FIB 3 1 L11tlu A PPP OVi�li FEB 1 1 20113 NOTICE OF ACCEPTANCE:. S'1'AN'I)Af1) CONI)1'1'1ONS 1_ Renewal of tliit Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test suppon.irg data, engineering doc.untenis., are no older than eight (8) years. 2. A ..ny and all approved products shall he permanently labeled with the manufacturers name. city, stale, and the following state:neni: "Miami-Dade County Product Control Approved", or as specifically staled in the specific conditions of this Acceptanu. 3. Renewals of A :ceptance will not be considered if: a) There has teen a change in the South Florida Building ;ode affecting the evaluation of this product and the produce is not in compliance with the code changes b) The product is no longer the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product, d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer f racticing the engineering profession. 4. Any revision o: change in the materials, use, and/or manufacture of the product or process shall automatically be cause for temination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the fallowing shall also be grounds for removal of this Acceptance: a) Unsatisfac .ory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of.kcceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration datt may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to till; user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. T:e engineer need not reseal the copies, 8. Failure to corr.ply with any Section of this Acceptance shall be cause for termination and removal of Acceptance, 9. This Notice of Acceptance consists of pages 1,2 and this last page 3. 1 s EtK1 1• L L Ndt lsitaq Chanda, P. E., Product Control Examine Product Control Division END OF THIS ACCEPTANCE 3 of 3 99 MAX. 1S5 ® MAX. D11YUGHT OPENING 2) 3.) 1 5.) TfP. 35.125 MAX - 33 3/8 MAX DAYLIGHT PENT G OPENING 6300 __'3.5° t1i4K 4.000 -{ 4.000 -1 r�- 4.000 - 4.000 - LARGE IMIiSSILE_JMPACT DOORS ACTIVE // / 25" MAX AI OAYLIOHT OPENING 13.50 MAX. i r oX 71.750 MAK L ei 4.000 (4.000 -+- 1-- \ 4.000 �- 4.000 -�- \ INACTIVE \ 25" MAX. .di% DAYLIGHT OPENING 2 POINT LCCX OFflON / Four 1/4' Tapaona or 5 114 Screws of this Locaflon. Top & Bottom. 6.) SEALANT 70 BE AP/ AROUND mE FRAME CORNER & PANEL CORNER SEAL Roq'd 36.125 MAX. 33 3/8 MAX DAYLIGHT OPENING 1.) GLAZING OPTIONS (SEE SKEET 3 FOR GIAZWG DETAILS) OPnnu 1 - 402 a t k1RNLT'D (T/15 H 4T STACNr_THHF ED OPTION 2 - .4[i (J /lJ f i41.& 4TED HtAJ STRENGTHENED, OPTION .3 - 7/76" IA t44TED (3/16" HEAT STRENGTNENfD. .0 - 0 Cr. ' y 4 - /�� rwwwlJKfi�fi ✓ (.3/76 V.�i �i • iir�vl ��.I . 9C DESIGN PRESSURE RATING (E TABLES SHEET 2) ARCrtLgC1 IRllm MAX FROM CORERS: 6500 O-ICAD & SILL) MAX. FROM CORNDRS 6.000 (JAMBS) MAX. 5P4c 1G ALT .4fiu) .6 SQL. 13.50r) MAX. SPACXNG AT JA.V. S: 21.000 Si'1U 7 '�'iur�iir.L`CMEN : Zvi FLAG.) !CT �.� RE3E M CE Tar REPLIQT: FTL -2067 -CST kdletIR LAM?. v R' ANNEALED. ED. .096 Mac' LAYER 1/8" NEAT 5l:dtiftlG':: "«Ti l INNER LAYER 3/16" ANNEALED v'..E... u HEAT vi.ww i � {yAiy L 13.250 6.000 H T4 LUG:. TYPICAL 21.000 M AX 1 21.000 MAX. 13.250 HINGE LOC, 5.000 TYPICAL 47.875 HINGE LOC. T rRCAL 1 •rt L. awit, F.E. PE #39712 Slrueturo: 85 MAX. 85 MAX. DAYLIGHT OPENING TTP ANCHORS ARE TYP. IN HEAD & 511 36.125 MAX. 33 3/8 MAX OAYUtH4T - OPENNG rAiLni Qi�vv s 1 sasiW 1070 TECHP40 0G' OWE NO KO' FL __ P.O. 80X 1529 d0X0i 415, FL 34274 2 POINT LOCK OPTION I4AX. 1-.000 4.000 OM 0 X0 „_WO MAK. 13.50 MAX. 4.000 Royal by F.K. oats: 1/17/03 4.000 4.000 Re+leow D-ADL D.O. DOLS .000 11. MAX. 4.000 4 F.K. 1919/02 C f6 ASS 8 bibJ Road s� I &waw : .J X I r 0 /in //1 1 o ncr J CTTED o kr, VI V r V1'L� iL/ rut Vi Oder Yrt n n 7 / A /nn • ELEVATIONS OXJCO & O)(O f - TE: ti : : .. iv SeAusAaeriar i Sbeiw Zraaz FO -101 I NTS1 1 co 8 D•ow7rp M,. 972 6.000 1 21 .000 MAX- I 21.000 MAX. 5:000 Lel P11071UC1' MEWED r16E rWI the Phfi/ta v 71s 02 -C?2 • /3 Dry 13,2.x8' Er+leloe e rne J ,T� COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/16° Heat Srengthened, .090 Inner Layer, 3/16° Heat Strengthened "- "Qty. Qty. of Slabs Sidelite Width Max. Door Widths 1 Heights 79.750 1 83750 1 87.750 1 91.750 1 95.750 Q si Q 1 1 22.000 37.500 -75.0 -75.0 -75.D -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 1 28.000 _ 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 74.7 75.0 75.0 75.0 75.0 75.0 r5 Q 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 63.2 75.0 75.0 75.0 75.0 75.0 1 33.000 -53.5 -75.0 -75.0 -75.0 -75.0 -75.0 37.500 75.0 75.0 75.0 75.0 75.0 1 36.125 37.500 -75.0 -75.0 -75.D -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 E: e. ` Q 1 1 2 1 1 "1 nnn 1 1 1 71 75n _75 n 1 1 _75 n ■ 1 .7. n 1 _75,n 1- . / 1 _7s n 1 75.0 75.0 75.0 75.0 75.0 1 2 2v yVV 1 _-_ -75.0 - -75.0 _ -75.0 -75.0 - -75.0 j 75.0 1 75.0 1 75.0 I 75.0 � 75.0 I 2 1 30.000 1 71.750 75.0 -75.0 -75.0 -75.0 -15.0 75.0 f 75.3 ! 1 1` 75.0 ` 75.0 f 75.0 1 -- _ -- _ -- I -75.0 1 -75.0 E -1 -75.0 1 -75.0 1 75.0 1 75.0 1 75.0 17 5.0 1 75.0 2 .125 1 . 1 !1.750 1 i -75.0 1 -75.0 1 -75.0 ' -75.0 1 -75.0 1 75.0 1 75.0 1 75.0 I 75.0 75.3 COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/16" Heat 3.rengalened, .J90 inner Layer, 116' Annealed "- "Qty. ■ of Slabs ■ a"icieiae Width Max. m Door LNidths Heights 79.750 1 83.750 1 67.750 1 9.750 1 95.750 Q si Q 1 1 22.000 37.500 -75.0 -75.0 -72.5 -70 2 -68.8 75.0 75.0 72.5 70.2 68.8 1 20.000 37.500 -74.7 -73.2 -70.8 -68.5 -67.1 74.7 73.2 70.8 68.5 67.1 1 30.000 3 7.500 -64.7 -63.2 -61.0 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 1 33.000 37.500 -55.4 -53.5 -51.6 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 1 36.125 37.500 -48.9 - 47.5 -45.4 -43 4 -41.8 48.9 47.5 45.4 43.4 41.8 Q 7K fi Q 2 22.000 71.750 -75.0 -75.0 -72.5 -70.2 -68.8 75.0 75.0 72.5 70.2 68.8 2 28.000 71.750 -74.7 -73.2 -70.8 -68.5 -67.1 74.7 73.2 70.8 68.5 67.1 2 30.000 71.750 -64.7 -63.2 -61.0 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 2 33.000 71.750 -55.4 -53.5 -51.6 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 2 36.125 71.,750 -48.9 -47.5 -45.4 -43.4 -41.8 48.9 47.5 _ 45.4 43.4 41.8 ( COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16" Heat 57erigihened, .090 inner Layer, 1/0' Heal berg - ered Qty. OT aiaeirte ivlax. uoori i-ieights Widths 79.750 1 63.750 1 87.750 191 750 95.750 O x 0 Slabs 1 1 1 1 1 2 2 2 2 2 Width 22.000 28.000 30.000 33.000 36.125 22.000 28.000 30.000 33.000 36.125 37.500 37.500 37.500 37.500 37.500 71.750 71.750 71.750 71.750 71.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.D -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 _ 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 _ 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 -75 0 75.0 -75.0 75.0 -75.0 75 0 -75.0 75.0 -750 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 750 -75.0 75.0 75.0 NOTES: 1. NEGATIVE DESIGN WADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTN E 1300 - 98. 2. POSTWE DESIGN LOADS BASE) ON WATER TEST PRESSURE AND GLASS TABLES ASTU E 1300 -98. 3. GENERAL_ D/0 = DAYLIGHT OPENING D/0 HEIGHT = DOOR HEIGHT - 101175` 0/0 WIDTH SIDEUTE = SIDEL1TE WIDTH 0/0 WIDTH PANEL = PANEL WIDTH -12. Ro! L Clerk, P.E. PE j39712 Shvoiural a. jai iaal1 . 7 1070 TECHNKY_OGr OR -'.9275 P.O. EtiX 1529 40K0145. EL 34274 CCOMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 3,16' 'Heat StrengtrIened, 090 iiuier Layer, 3;157 Annealed 'Qty. of` Silieiite I Max. uoo ` Heights t i Wids 1 79 750 1 83.750 1 87.750 1 91.750 1 95.750 O X O 0 x 0 - Width 1 1 1 1 1 1 2 2 2 2 22.000 28.003 30.000 33.000 36.125 22.000 28.000 30.000 33.000 2 36125 37.500 37.530 37.500 37.500 37.500 71.750 71.750 71.750 71.750 71 750 -75 0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -70 0 70.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -70.0 -75 0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -67.9 67.9 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -67.9 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -65.7 65.7 -75.0 75.0 -75. D 75.0 -75.0 75.0 -75.0 75.0 -65.7 -75.0 75.0 -75.0 75 0 -75.0 75.0 -74.7 74.7 -63.1 63.1 -75.0 75.0 -75.0 75.0 -75.0 75.0 -74.7 74.7 -63.1 -75.0 75.0 -75.0 75.0 -75.0 75.0 -72.6 726 -60 4 60.4 -75.0 75.0 -75.0 75.0 -75.0 75.0 -72.6 72.6 -60.4 �strw+: 70.0 67.9 -2750 wry: FX. Debit Ravbionec 1/17/03 D-MfD WES & ADD NYE 3 R te: itpc Leib& 1 nauidionx I F.K. 1942/02 I C-MW DWI ME lbws c- 0 /•)n /.1 D / C f rrrra 0 1i 7 / n CO3 AV/ - t1+ +Lr% 4 117 I 1 /nn w. • DESIGN PRESSURE TABLES, r Ta1r.f . oo /'1 ai . 65.7 � ' Al f r 63.1 Se t li o6mt I &i.: *mem arming Ms. FO lo! I NTS 12 0' 8 972 60.4 PRODIKTIL JlElrm mestegfst =kb Ste Plsr Mwpseme14 [ Jx-OC , wa I $4 (. U7•.,, c' Melo UXXO & OXU rr cin r I � I 0 1-3 rw 1 0 Christine Veitengruber 3/16' HEAT STRENGTHENED • ;/1R' 1E T S1RENGTHc J E0 .090 INNER LAYER (SEE NOTE) _ 1' . 4 Il gyro Ccrr .2,Tr) 1/8" ANNEALED — 1/8 ANNEALED DOOR GLAZING OPTION 1 .402 (3/8 ") LAMINA7EQ , t a 7; .J1' P J/ J 4 7/1 LAMJNATED SIDELITE$ 3/1r HEAT 5 ST rn � --1 � � s nE r II�V II KJIW J� 1 ir-- 1 /8' STRENGTHENED - r 1/8' HEAT REFERENCE TEST REPORT: SIDELCTE$ GLAZING OPTION 2 .402 (3/8') L4M?NATEQ Fi L -2067 1 Ia11J1V1ri LAVER (StX STRENGTHENED —H— 3/16' HEAT STRENGTHENED –CHI -- .090 INNER LAYER .SEE NOTE) I - 3/16' ANNEALED DOOR GLAZING OPTION 3 7/1 6' L/WINATED - 3/1r -EAT STRENGTHENED - NC71 � 1— .090 INNER LAYER (SEE fII ` 71 .3/16' ANNEALED I'll IN II .I I .437 I- SIDELITES S4F EX /►CE'EPS4FE MAXIMUM. ReValt FX. lRCDt cr SLIM W erftfts asktinCtimbr Aeoe,e x ' Z Z743 seploam Ow • NOTE INNER LAYER M4Y BE DUPONT BUTACITE PFB OR Rca L. dark. R z PE #39 71 2 Struo wol ALnia 1070 TEOHHOLOGY DRIVE NiBitri"..E. FL 3427:i P.0. MX 1529 ' 0(0165, EL 34274 « i4 x 1/77/03 It CMG THIS SHT tea. i 9 j9/O2 (C-ADQ 7f 16 GLASS ...., ' /n n ari vas Doectiption: &L4Li!'J( Ut IAiL5 'lei.... i i i._. nrr SvfosJimear seer I gvefi Dronnp lYh F0 —f0/ NTS 3 a 8 1 972 D W O O O CA) EXTERIOR (nl / \ OUT" "'"G NYUGoir 3taz INTERIOR INT£R1OR 8 HORIZONTAL SECTION oxxo HORIZONTAL 5EC77ON 0X0 REFERENCE REF Ci TEST REPORT: FTL-2067 68.264 ~MI MEWL 71.750 OUTSWING amicrif rot aauc 33 3/8 CFENVIG SEE SHEET .3 MR ANCHORS 25' - LWIJGHT aPONG MAX. 1.480 .890 SET a FOR A.`!.^,"....'.°.V Robert L C P c PE ¢39712 Structure! ---1 1-- .830 RO11011 OPENING 96.000 OUTSWING Ir sy FX. AZOIXIOr MEx>rwED so_ ravbft :-.:� 9:artd. zakin CAW. A 1ae 01 2713 8 1070 11924MOODGY DM " tiognasi-, � . 3275 PO. LOX 1529 NOKOMIS. fL 34274 4.000 SEE SHEET 3 FOR ANCHORS 3, _Ii R,«,GH OP�WG 1.479 se oetI Nr cremc MIX 1.489 • A ' t ,A /! tt 4 f • • f ? :-! �or 3.000 — N - 4.586 Dote: &Mato= 1/17/03 0—NO CHG 11119 SHT Feavisianc C CHG THIS SHT SIDELITE r _ 3.100 3.100-1 nn IP;r) ' rI Seriaviredat SCOW SU= I Diming FD-101 1 NTS 1 4 cd 8 ; Ma 972 — 250 Alex. Shim 7Yi? 1.479 5.459 85 1/8 �nrrrr Orrc �wuc .750 n. 1l{.M 1 t 1__.. 1 { . ; t "r- IT S v . u 1476 111 d11J� VENDOR ALLIMUC ALUMAX • IIL I.V OTT. ° T ,1 �° ° • 19 2 •� • i OPTION I II E i {I ' 1 . ti�a:4M11111)<O 42 : x • Fl. Tek :1.'I - ; - - iT a - -r•irir 4.3 . I Laminated (.187 HS /.125 HS w/ Dupont Buldc?te PSIS or Sadlex 44 45 46 Maxirntnn Inner Laver) 0008 ASTRAGAL EXT. (AL. 6063 -75 _062 WALL)16984 7/16" Laminated (3/16 ti5 & /16"` /nneoted w/ PPG for f7'riMRK Dupont 8ute:Re PUB or Soflex/K a Maximum Inner Lower) 7/16" Laminated (3/18 HS & 3 16" HS' w/ 1 PPG. Ler Dupont Butaclte PVB or Safla /1�ceepsafe Maximum Inner Laser) ,P T 1. GTYS IN BRACKETS ARE FOR OXO CONF1GUS *170N 2.AtCE TEST REPORT_ FTL -2067 Rene BA FX. 6 1 4 4 (3) 1154 4 (3) P si L C7arl. Pt. PE ¢39712 Shvaiuro; 1. AL . .3 -75 .062 AL 6063 -45 .062 WALL) 7 , AA/.., • Trout a, la IT r1I CAC K • AC•1 IU Il 4 .250 x 5 6 7 8 9 13 20 38 3Q ' AM SZ•AL 67924C SCHLEGEL CORP. 1rcrt• . 1 B7 RNSEAL W -S7R1P W5d. NEL AL. 6 - T3 .050 WALL FRAME JAMB (AL 6063- T5/.050 FRAME HEAD (AL 6063 - 15/.062 WALL 1 1/2 x 1" PAD Outsw. Threshold AL. 6063 -75 .062 WALL lOD ErAlf 'i t:fl:(:1:11, ?�.1::.'. fuss • p .r i•'i- 1, i. '7 NO 5 16x1 16 TRUSS WAShER STRIKE PLATE 5 '• PLATE eLSERT 10x3 4 9CR. FLT. HD. PHIL 10x1 2 SCR. FLT. HD. FHJ!_ 0 m2 FLT. 145. PHIL r72•N'!a! faiiatilei , Wal Pitrim ikifZ•.cc ■ DlikitlalTilu a7.'Z IIIEN I i 1_ 0 ME LOCK SUPPORT ASSY. .200 • .190 •' •• 1 a :. LOCK R.7 • Alum. Glaz. Bead is 60380 60411 61069 .iexfi:n •TIRV i,:f[!!• %T •kf1: 7JNUTA 71034A 710X1 628990 1 ALLM64X ALUMAX ALUMAX F IMOUS7RLK 16:18 TRUSS NUT -71 113 s t v� WLKISTRML Q ©1 •! ITSr- �. .'. 1 • : �yt - ;r2 3L7ta. s: �1m1 DOW CORNING � ,i z JAMB : • p F :I: iTtT>Z: © W.BO' . Ti Lore, hated S7 HS .125 Annealed w • . - L•. •. • - or Sa Tex t.. .' •• e •• • hrner .r.. 8 fS7244-187 AF -10380 AF -12376 AF-1 .375 41722W 4 -UBLOK 899 AF-10381 rX. 1 Nora F.K. . I °° 1 tjILL OF MAIL I 5 ■vy # a aaaa..7 1070 TECHNOLOGY DRIVE P.O. BOX 1329 40KW65, FL 34-274 1/17/03 10--40 C140 THIS SKT 1 _*: 1 ierviiiarac 1 9/&/U2 I C � 7/1a. amass I I IR i 7n /,l 2 1 42-(h- I [T1 2/17/(11 a A! I I Ai! AY1 t!6 sv7g 1 Sees. i Sinai Fn - 101 N I ,S 15 as 8 .. PRODUCT WIER wKB m amsd log wek ILs Flod42 Batoliogg Cage N • nom. 1 . kdew 1 • L an 4,t ligetigell VENDOR # 4 2) AF -10375 2 r1 A►- -103 :.1 n7•77 • 972 ,1a.: D 4.000 1.750 000R PANEL HEAD Br SILL 6063 -75 ALUM. �J L 5 WEATHER STRIP CHANNEL 6063 -75 ALUM. HINGE. EXTRUSION ti Ch53 -T5 ALUM. 4.100 .125 • DOOR PANEL JAMB k 6063 -75 ALUM. .7501— 0 11 TRUSS CLAMP 6063 -75 ALUM. 4.100 1 7_ 73Q DOOR PANEL. l' J INTERIOR ASTRAGAL 6063 -75 ALUM. 4.675 FRAME HEAD 6063 -T5 ALUM. 4.675 I- -1.750 --1 ?OM WY ORW L . 277 P.O. ta?.X 1523 . FL 34274 4.100 /Th DOOR PANEL. EXTERIOR ASTRAGAL 6053-T5 ALUM. I -- 3.000 /7A GUTSWING THRESHOLD L"J 6063 -T5 ALUM. A! !! I!A'r U SerkiVikbeisr FD -101 3_000 FK 1 1/17/03 1D-NO CHG THIS SHT ram ltw ao n: C v An #FV I -i. CUT =-4.e7 =a _ C.f.,. _ ,-r PPS vvaii iwsGO rn ' — t int • —.050 r (7,N, FRAME JAMB 6063 -75 ALUM 1 n n r+ r1 rr1 Ilifteede Acmptoss ic I L)(I h U3IONS PROFILES DOORS f 1 NTS I 6 a 8 972 D 0 w CA) N7 0 0 1) O ^^,, CO O (0 b 2•" rYQ SID6UTE BOTTOM RAIL •� 6063 -75 ,ALUM. .750 2.980 11 N_1 /1 SIDEL17E JAMB ADAP7ER An.6 -r` A1 194 . .062 --1 1 1.&00 SJDEL UE -T3 HEADER 36 6053 ALL&( L, r;1 1v l/1 Ir' Rob L Clark., PS. PE #39712 Shvciu re! 1. Er " Mar II■leg 1O?O TEGFPAIXOGY O. !E vg w. =.i Pa .342n P.O. BOX 1329 VOKOM15. FL 34274 .0082 .890 .050 1.578 --I SIDEUTE JAMB ww - 1 ✓ ,tiiiw. 3.000 i Rand 4 i i l F.K. 1 V 17/O3 1D-10 0 G $G zits 917- />/02 IDOWITAW I� EXTRUSIONS PRODUCT Mammas so Telefaft yet* tie flea4da cok - x'7.13 L1MNV4l libad amoral PROFILES, SIDELI ! tS r 1 V dlJ. !) Jdd 1P V r (� r? 1 C rIn w I n r 1 TT !�i ` f �f2_? l 1�l v J i l [ : . f v _ . J '" . ' I !OO Y !DEL i E sadiVuodat' Soak. gurt I Drerl3ng '12- Riv. _/01 I »TS 7 8 972 ID b y Ix WOOD BUCK (SEE NOTE .3) TAPCON 1.500 1147N, #14 PANHEAD 1.500 i .4114 L • 1 I/4 TAPCCAV (SEE hi°7E TYP. HEAD .250 TYP. JAMB NOTE 1) 1111111TIEIB TYP. SILL -11 II- - II 4 • • v • TYP. SILL # 4 FLAnEAD TYP. HEAD t 3. n JrclInt TYR 'Jar me 14 r I • f .25o po TYP. JAMB REFERENCE TEST REPORT: FTL-2067 .250 MAX. - ' • I 1 • ' •• ' . • 1-11 4 4 -. A .11 • . • - • 4. " TYP. SIDELITE SILL NOTES: 1. L6E ONLY WAIN-0.4D E COUNTY APPROVED £L0O OR 17W TAPCOVS. 2. IMSTALLATION or 2x WOOD BUCK TO DE SUBSTRATE ENGINEERS' SEPARATELY AND TO B E REWEW€D Elf BURLING OfF1CIAL .3. MISTALIATTON OF 1 x WOOD BUCK TO THE SUBSTRATE TO SE ENCINED SEPARATELY. 1/ f • 1.500 LW 1 x WOOD SUCK (SEE NOTE 3) Robte L t3 r .., 2 . p.E. 1 I ttt`orar.tttral - . r : • - • • - • -- TYP. SIDELITE HEAL 714 TAPC014 !err urrix 1 P.O. 90X 1529 saSeeliMeRed: OOKOMIS, FL 34274 I FD— 1 01 1.500 AnN. 2x WOOD BUCK (SEE NOTE 2) /14 PAMLIEAD TYP. SIDELITE SILL Fteriskxx; Rani Sty Od a: F.K. L/17/0,3 t=0 THIS SHT _ .......4esst. F.K. It C-ADD NOTES 1 4 Awhount: "r"0/0 1 2 r ra 3M7/91 M ---‘1•21111 1 L. r / I . ANCHORAGE 1070 TECHIFY-00r DRIVE 1 er- .4! 1! ft 1 1. 7,1 rzka FL 34277.. L' ; ; i Cu Doppiptigm Ismo. NTS I 8 c TYP. SIDELITE HEAD 2x IffOOD SUCK (SEE NOTE 2) 114 FLATHEAD PROW, SIVIILIVISD arogyiNg with got ilegitka lisicilag Ca& 7 Powtopkwee ruCM41-3 Csgrirstas bee Ip P I I 1 woo..c. Mimi hods a-wawa Citat=i 8 1 972 • SIDELI 8- 16 -02; 1:22PM;1 MIAMIDADE BUILDING CODE COMPLIANCE OFFIC E (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 u 0 MIAMI -DADC COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 160.1 MIAMI, FLORIDA 33130 -156:1 (305) 375 -2901 FAX (305) 375 -2901, SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has beef 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 (AI-[J). 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 chat this product or material fails to meet the requirement:. of the applicable building code. This product is approved as described herein, and has been designed to comply with the IIigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window - impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed scaled by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami -Dade County Product Control Revision stamp with :he 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 F,erein. RENEWAL of this NOA shall be co:isidcred 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 cccur after the expiration date or if there has been a revision or change in thc materials, use, and/or manufacture of :he product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any ether 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 n 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 he provided to the user by the manufacturer or its distributors and shall be available for inspection a: the job site at thc request of the 13uilding Official. This NOA revises NOA.# 99- 0204.0: and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0305.02 Expiration Date: May 20, 2007 Approval Date.: June 27, 2002 Page 1 0, MIAMWADE PRODUCT' CONTROL NOTICE OF ACCEPTANCE Approved:05/20 /1999 Internet avail address: pots Eaten ®buii®inseedeoallae.com MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 373 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 PGT Industries 1070 Technology Drive Nokomis FL 34274 CONTRACTOR ENFORCEMENT SECTION (305) 373 -2966 FAX (305) 373 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 4339 Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant under Chapter 8 of the Code oF Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing w ill be incurred by the manufacturer. Acceptance No.:99 0204.03 Expires:05/20/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. ranclsco •utntana, R.A. Director 1 of 3 Miami - Dade County Building Code Compliance Office Hoarepsge: bttp : //www.buildingeod®aaiise.eaee 0.44k , PGT Industries ACCEPTANCE No.: 99- 0204.03 - APPROVED . MAY 2 0 1999 EXPIRES MAY 2 0 2002 NOTICE; OF ACCEP'T'ANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Serves HS 710 Aluminum Horizontal Sliding Window - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4112, titled "Impact Horizontal Sliding Window (XO)" Sheets I through 3 of 3 dated 2/16/98, revised on 1/29/99, signed and sealed by Robert L. Clark, 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. These documents shall hereinafter be referred to as the approved drawings 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in miter to properly evaluate the installation of this system. 2 of 3 rez, P.E. Product Con of Division Manuel P Product • aminer PGT Industries ACCEPTANCE No.: 99- 0204.03 APPROVED MAY 2 n 19 §4 EXPIRES MAY 2 0 2002 NOTICE 01 ACCEPTANCE: STANDARD CONDFUONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitt' d documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved pi oducts shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptant: will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance h■)lder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory pertarmance of this product or process. b) Misuse of this Acci:ptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date inay be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this laag e3. Manuel Product END OF THIS ACCEPTANCE 3 of 3 t erez, P.E. Product Contr ontrol Division aminer DESIGN PRESSURE RATING: - 75.P.S.F +66.7 P.S.F. GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WINDOW HEIGHT WIDTH 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A r 37.000 A A A A A 44.000 A A A A 8 53.125 A A B B 8 63.000 A . B B B 8 74.000 A B B B S 1. GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING ING DETAILS SHT. 2. 5/16" (.350) LAMINATED USING MONSANTO SAFLEX PVB OR DUPONT W/ BUTACITE INTERLAYER BETWEEN (2) UTES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONFIGURATIONS: XO or OX DESIGN PRESSURE RATING: SEE TABLE ITEM 4 5 6 DESCRIPTION 1 FLANGE FRAME ,;AM9 (Alum. 6063 —T5) 612225 2 FIXED MEETING RAIL (Alum. 6063 –T5) SASH MEETING RAIL (Alum. 6063 –T5) SASH SIDE RAIL (Alum. 6063 –T5) GLAZING BEAD (Alum. 6053 –T5) WINDLOAD ADAPTER . (Alum. 6063 –T5) V.T. # 6:2228 612229 612230 6534571 512236 L 1 FLANGE FRAME HEAD (Alum. 6063 –T5) 612237 1 FLANGE FRAME SILL (Alum. 6063 –T5) 61223R 1 QTY. /LOCATION ALU MAX ALU MAX ALU MAX ALUMAX VENDOR 1 ALU MAX 1 ALUMAX 8 , ALUMAX 1 (© midspon of frame sill) ALUMAX LARGE MISSILE IMPACT WINDOWS ON i CJ I CU & GLASS TABLES ASTM E 1300 -98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & CLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4 & 8" ON EACH SIDE OF MEETING RAIL CENTERUNE. MAX. 15" SPACING. JAMBS: MAX. 5" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REOUIRED. 6. REFERENCE TEST REPORT: FTL -1969 58 FIXED DAYL OPE 3" MAX HEIGHT 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYLIGHT --{ DAYLIGHT OPENING t l OPENING /4 ". MAX LITE IGHT NING Q I i I I 1 x 57" VE DAYU OPE 8" MAX f I ! 8" MAX 4" MAX — ,I- - e" t.ev T SEE NOTE ELEVATION 4 9 10 11 12 3, 13 14 15 16 17 18 1S 20 21 22 23 24 25 MAX NT GHT DING PAP . AAIr4Jloq`r FRAME SILL ADAPTER (AIwn. 6063 –T5) 612239 1 SASH TOP /BOT. RAIL (Alum. 6063 –T5) 612240 2 SCREEN RETAINER (Alum. 6063 –T5) 165 1 5/16" (.350) LAMINATED USING (2) 1/8" ANNEALED GLASS 5/16" (.350) LAIviINATED USING (2) 1/8" HEAT STRENGTHENED GLASS ANTI –LIFT CHANNEL (Alum. 6063 –T5) 612244 1 (® midspon of vent) #10 x .000 SMS 710X1 4 Windlood Adopter screws) #6 76X1P 2 (for anti –lift channel) (1 per Glazing Bead) 7856A 2 (S Latch screws) 4 (when using 2 Sweep Latches) #8 x 1.000 _ 781 PQA 22 (Frorne/Vent 71096 1 (11.5" from ends –vent mtg. roil) 2 if height is >= 42 ") 3 1 ®midspon /2 1/4" from ends 70251 3 1 ® mid spon /2 1/4' from ends '2 ® . end of vent to roil) 7BRWHL2 4 (2 per Roller Housing) 61062W 2 (®vent top /bot rails & mtg. rail) #8 x SWEE 1 Ph. x 1.000 PH. PAN SMS WEATHERSTRIP, THIN WALL BULB VINYL ,6TP247 .500 PHIL. Fl SMS LATCH WEEP HOUSING WEEP FLAP PHIL ROLLER HOUSING BRASS WHEELS FL P.H. SMS WEATHERSTRIP – PILE\FiNSEAL 26 ISIUCON � r irt�t t'Trr I r ;r, r`L'Lt! VINYL Robert; Carl;. P.F PE 1.39712 f ;Jett Pere- 62899 PA 8 70250 1070 TrCuwv_ery no'VE KOKuiMS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ea Revs By: F.K. T F.K. Re rn Drew) By: n. 8. 0 ssy screws) Dascrpt;on: OX FI FVATInI\I ALU MAX ALU MAX ALUMAX ALUMAX FASTEC Shcet: i er 4 MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERC HANTS FASTENER MINIATURE DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL VINYL – TECH /P.G.T. SCHLEGEL CORP. n rw rnOr. Ilk'' , 16TP749 11 (® vent jamb rail) TEAM PLASTICS °n Dotc k ev; s ; o nr. et 7 UPD FOR RENEWAL Data Re 1 29/99 C —NO GHG THIS SHT Dote: I i i ' %' Title: AL HORIZONTAL Series /edode:: S:ae: HS-71r; n1 (I r` Drawing No. Al a n VENDOR if AF- 12.225 AF -12228 AF -12229 AF -12230 AF- 534571 AF -12236 I AF -12237 AF -12238 AF -12239 AF -1224D AF- 532377 AF -12244 P -247 PGT.214.XX 7 –M10 -250' 7 –M10 -251 70312 FS7826 -187 TP -249 PRODUCT RE VLSED to °Graphing with the Florida Ao cpptant n 0 0 .02 Easretiou f o to 1 - y_ezeo Dade Prod • ootrct 9. n.r; cc/r c SLIDING WINDOW I Rev: 0 N N 0 EXTERIOR MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING 2.710 2.710 5 ROUGH OPENING VERTICAL SECTION 2.094 .500 MAX. VENT DAYLJG HT OPENING ROUGH OPENING 2.784 OR DUPO 19 -- MAX. DAYLIGHT OPENING .090 INTERLAYER (MONSANTO SAFLEX /77A fig Robert L. Clark. P.E. PE #39712 MAX. WIDTH HORIZONTAL SECTION NT W /BUTACITE) 1/8" ANNEALED GLASS OR DUPONT W /BUTACrTE) 1/8" HEAT STRENGTHENED GLASS —1 GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS Revd By: F. K. Revel By: .K. Drown 9y: 0.8. Dote: 1/5/01 D ote 5/22/02 Dote: 2/76/98 Revisions. ADO GLASS DETAIL Revisions: C —NO CHG THIS SH T YBODUCT REVISED as complying with to %via% Uuidiag Cods Aoxpbocs No O —0 Eaplrslion Dal 02 1/2" GLASS BITE .090 INTERLAYER (MONSANTO SAFLEX INDUSTRIES 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34274 Descrintio,.: EXTERIOR MAX. DAYLIGHT OPENING --� 0 18 1/8" HEAT STRENGTHENED GLASS SECTIONS & GLAZING DETAIL Al I IAAIAII IAA • . •.. -weir„ -vr Series /mode, HS -770 305 1-1rlD1 7n n/TA r I Scole: Sheet: NTS! 2 of 4 2.784 ROUGH OPENING .500 1/2° GLASS BITE r) !Air IAI1 .Jf p JL _'!:V V !. . L.- -.'i No. IRev: 4112 C I i t N N U APPROVED WOOD BUCK 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL SILL SECTION SUDS i RA i E ANCHORI NC 1/4" MAX.] SHIM 1/4" / 4" MAX. r SHIM .4 • - 1 1/4" MIN. APPROVED 2x WOOD BUCK APPROVED 2x WOOD BUCK 1 1/4" MIN. � - 1 "� 1 1/4" MIN. TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW 1 1/4 " MIN. } TYPICAL SILL SECTION WOOD ANCHORING 1/4" MAX.J SHIM X10 WOOD SCREW 1/4" MAX. r SHIa� Robert I— Clark, P.c. PE #39712 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) APPROVED WOOD BUCK • !NM is pirc TYPICAL JAMB SECTION SUBSTRATE ANCHORING NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 1070 TE INOLOCY ORIVE .. FL .1421 P.O. BOX 1529 NOKOMIS. fL 34274 Revsd By: F.K. X10 WOOD SCREW Dole: 71/5/01 Revsd 8y Dcte Rev F.X. 5 FIX TAPCON DESIG. D rury By: Dole: 0.8. 2/36/98 ANCHORAGE ,r — rtie: Al i !A If?7! H (7: — : L (! ! l .. . , i APPROVED J 2x WOOD BUCK TYPICAL JAMB SECTION WOOD ANCHORING Revisions: UPDATED in rr r 7 e, . • i^ � rr v t t t / � L rttuttu(T rtevtsID au comptytag with the Florida: Buidlog Colic Acccprance No Expiration Doty 1 1/4" MIN. J L I L/11 Nt Series /6todei: I Scott: j Sheet: 1 Drotttc .No. S — 7 I 0 ! NTS S i 3 4 i 41 1 2 c i vvfiVL JVY i I � It .705 .062 4 2.784- I-- .737 CD FLANGE FRAME JAMB 6063—T5 ALUM. 5/16" GLAZING BEAD 1.187 0 FRAME SILL ADAPTER 6063—T5 ALUM. 1.187 r JF .062 1 I 1.403 .062 .723 .688 @ WIND LOAD ADAPTER 6063—T5 ALUM. • 1.349 ® FIXED MEETING RAIL 6063—T5 ALUM. 0)6 2 1.183 SASH TOP & BOTTOM RAIL 6063—T5 ALUM. 1.373 0 SASH MEETING RAIL 6063—T5 ALUM. .062 • l? 1 e_ I 0 _ A 1.—u- 2.710 S Z a 1 0 FLANGE FRAME HEAD 6063—T5 ALUM. T !ND USTR i ES 1070 TECHNOLOGY DRIVE Rohen L Clark, P.E. I REFERENCE TEST REPORT: FL-1969 PE 113 NO 9712 P.O. BOX 1529 KDIRS, P134274 serkodoeek HS-710 f .062 —v iffi A n --- 1.291 1.970 SASH SIDE RAIL 6063—T5 ALUM. .062 —04—.— 1 _ 2.094 1.122 2.710 ()FLANGE FRAME SILL 6063—T5 ALUM. Revsd By: Dote: F.K. 1 1/510 Revsd By: F.K. 5/22/02 Dtorn Eiy: Doler F.K. 11/2/01 Revisions AnDFD SHT ReViSkrfSS: C—NO CHO nits SHT EXTRUSION PROFILES ritic A 1 IA Al&11 IA., 1 itlr Scale: SheeL ! TS 4 or 4 PRODUCT REVISED with Ms nulls "Inn Code Accepta N o rrl i t )iou ral Dade Product Control e• 'Ns :f _ • 1. t T 1/4-1 Drawing No. 4712 1 1 Rv 1 LUL)? \ 7:: Q.c, j‘ ...am, wirawir . 4(1 .Y'1.3.f'n ..4Iii(11.1}.('.,}.131131.1.:313?il;i.1.1:.-3'::;:.;Ts.3.T. 1L13.L3.)}N(; (.:03iL CO•iiiii}.'LL,N(1.,.. i:)3 0 3 f:: (.{.)) }16S.1 1C1 • CiTAccIR )3, :0 p, •J \': 1:4) TAY ((),):.;):').)90 , . . . . . . . I AM. 11 NOA) ----,----- _ TPA ( Xi f. il f:ii:1W,' .'.,. .1) hi.:. 72 A 301i23 IT, 331i (3(3 Thi:3 10 OA if:: btirq!, il2oed i)33de--r thf:. apphcablf: rt3Its aiid 17 { -, E). - 2.3aliois:: i tlic lia; ofainstruc;Dor!. Thf.: documtritatio33 :3broittf.-A 13a.f.; bten 3 liy ttf.; CC YJ and accepU by the Bi33ltling Code and Prod:30 P-tvitvi? Com m ilitt ( CF to be ns - c;d 3 Miaaii Dade C ad oilier area.'..; whc--re, iilovQed by gie Autbority Having Jurisdiction (3k13). This NOA shall not bt :ralid aftr the eYp;Tation data siair-d below. m BCCO (Tr ivirarrli Dade Coy) tbe AT-IT (in areas other than }Viiarni Dade County) resen?t the rig"ni to have thic product_ or material tested for frPaiti assurance purposes. If this product OT material fails to perform in the accepted rn2nr<er, thE El Vii incur the expense of such te.;ting and . the _A 3-11 may i7.7wiediattly re..voitt. osr s3spend the use of such product or material Within their jcliction. BCPR.0 3 /iie riglit to revoke this afzeptanat, if il is deted b31 CC•0 that this produ c or material fails to 33 the reguireTr2ents of 2.e applicable building code. This product is approve3 as described herein., and has been desig to comply with the South Florida Building Code 1994 Edition for Viiami-D-.ade County or Raid a Building Code. DESCILIPTION: AlciIiintlin Tithe Mullio (Nr3 Reinforcement) APPROVAL DOCUMENT: Drawing No V_95418A, S 1 flE 3 of 3, titled - ..41iiiinurn Tui3e hillillions,' P'Pared. sig' and sealed d by 1 Farooq, P_E, dated 1 2/11101, bearing tile lviiami-Dade County Product Co nt Renewal s , Yith the 1\10A T'',22-nber and exDiratio..n fiste by the, Miarr_ii Counly Product Control Divisor MISSILE TM:PACT RkTING: Large Missile. LABELING: Each unit .3hall be a permanent Labe] witil the mp np or logo, citY, stte and following, statement "Mi County Produci Coo l Approved", unless otherwist noted herein. RENEWAL of this NO sha,11 be considered a_fter a re,newal app co has been filed and there has been no change in the applicable 1 uilding code negaii a:FiectinG the peilarniance of . th is product TERM:ENATION of this NOA will occur after the expiration date OT if thcre has been a revision or change : 1B the materials, use and/or man ufactire 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 termina6on and removal of NOA. AD VERTISEINEENT ; The NOA number preceded by the words Miami-Dade County, Florida, and followed b3P The ex_pirathm date may be displayed in advertising literatire. 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 ManufactaTer or it distibutors arid shall be availabk for iispection at the, job site at the request of the Biii}ding afficial. This NOA renews NOA No. P9 and d consists of this page 1 as well as q)proval doeumeni mertoned above. The subraited documentatim was reviewed by Raul Rodriguez. NOi&Noui -.I218.01 rapiratiun Bee: January 2,2007 Apprnva Da'-Ianuary 2002 ?acre 2 it STEP 1 STEP 2 STEP 3 S I t.I" 4 STEP 5 2.00D TYPICAL WINDOW FRAME MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRE) PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNT( APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WFFI -I DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN Silt' 1 ABOVE. USING ANCHOR TYPES ON SHE 3, AND ANCHOR GRAPHS STEP 6 ON SHEET 2, SELECT ANCHOR TYPE WFFH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLF2I■C PRODUCT 1 ): 2 X i /c" ALUM TUBE 1 Y. 3 ): 1/16 X 1/8' ALUM TUBE 7- 2..000 S.DDD 1 Y. 4 Y. 1 / 16 Y. 5/32' ALUM TUBE LUDO Enar DR. HUMAYOUN FARODD STRUCTURES FiA. PE 15557 DiC 1 2 2001 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS LE. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDFIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. .4. ALL MULLIONS TO BE ALLOY 6053 -T5. PRODUCT RENEWED ACCE.PTANCEN . Of - d! vvty 2, 2007 PRODUCT CONTROL DIVISION . BUILDING CODE i OMPL? ANCE OM- CE BY EXPIRATION DAT E Z 0 5 CD 3- L 3 Fon ll. c. 1- 1 I 1 j1_1 1 orav;inc PC. I 1M95 08A 11 Sh° =+i —I 14 S.M.S._ lir .)/ ANGLE MULLION 2 X 2 X 1/8" ALUM ANGLE 0 • to < 2 X 2 Y. 1/6 ALUM Ji lCL[ - - =.7g== - 1 - _c - -- - IlU'LLI ON I MULLION 2 X 2 X 1/2" 2 -5/8" LONG ALUM ANGLE 1 I ANC / 1.500 • MAX. • PRECAST CONC. SILL `¢ �11�3t1� ].Illa�� s 1 L L, 14 5.M.5. 1 -1/2" MIN. EMBED INTO WOOD 1/ ANGLE 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL z OR Tail 3/15 DIA TAPCON 1 1/2 1A1N. EMBED i/ ANGLE 2.525 2 ): 2 X 1/8" ALUM ANGLE j 14 5.11.5. 2/ ANGLE N,ULLION 3IUL?IOIJ . Y. 2 X i /8" 3 ALUM ANGLE - 2 -5/8" LONG V r t 3.000 738 --a , .325 TIP. ANCHORS TYPE 'B' 4 . MULUGN CLIP (ALT. TO ANGLES) THIS CLIP TO FLOAT INSIDE KMULLWON (140 SIDE FASTENERS REOD.) 14 S. J,.S. 1 -1/2" MIN. EMBED INTO WOOD 2/ ANGLE Ener. 011. HUMAlJUN FAROOQ STRUCTURES FLA. PE 16557 DEC 1 2 ?Did' 2 ); 2 Y. i /8' ALUM ANGLE i 14 5.11.5. .3/ ANGLE MULLJON- - MULLION 2 X 2 X 1/8" ALUM ANGLE - 5 -5/8" LONG 1 ANC;;CA:c, 'c' MAX. :1=;3T EH 4/0D3 PUCK x-10 ACC0I401r-i[ • CL3P ANGL r 10 11f:D14I,"Y 1MUnin11111Anran PRODUCT RENEWED AS EPTANCENo. o1 -(Z( g. >✓ I E i7ON DAT= • <‘ PROD' CONTROL D? MION BURIN{, CODS > LIANCE OF:1a 1/4" s• TA.PCON - 1 -1/4" IJ.IIJ. EMBED 2/ ANGLE �imm�mnn3ntai�ni CONCRETE OR CONC. FILED BLOCKS MIS MU R UM MUM WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. z 0 D iLI 1 1 1- "— ° •1 gii 2 z '= 1 c D < _7 v) 0 E G V + ' 1, Y c_—__ drowir IG nU. , M95 -08A - . - , 5 1 I - L, Elm, Iv!- ;.i I 1.1 I 1 \ I 17:‘ 1 \ 1 --4 4 \ 1 1 \ \ \i \ \ 6 4. \ ', I \1\ 5 = •J.!2iJ° HULL ;FLI l ar , 1 3 l 17\1 `, 1 3 1 \ ----. 1 I fln L h i 7 7 \ ' MUL _ g \ I \I� ' I J \ r \ 1 1• �\- ' 3\ \ \ � � \ , \ 1 \I ', \l \\ \ � A 1. I r`JJ -5/13 \ \ ∎nul \ nr-nrifi 7 \. 3 IF. _• 1 \ \ n \ i\ =v • — 1 J \. 1 1\ \ \.. . 1 :\ - ,2,1_ \I 1�.t 3 1 I 1 \ • 3 1 i 'NI 1 1\ \ \ 1JJ 1 - \ \ 'N j\ 3 � I '\ \\ 1 \ e \ \ J \ J \ \ \ - v IL���M E SWUM - I 7...--,--7 7 - 1 \ y'1l 1 r 041111116. I _ 1 ANCHORS TYPE C AE27 -t .1 e••• rv, ` '� '� . • 31 11 1 \\ 1 1 T Fr 11 � I - 1 I j H i \ 1 ,4:S 1.1 I 1 \ I 17:‘ 1 \ 1 --4 4 \ 1 1 \ \ \i \ \ 6 4. \ I \1\ 5 = •J.!2iJ° HULL ;FLI ;-, 17\1 `, 1 3 1 \ ----. —+ fln L h i 7 7 1P -'27 ' MUL _ g \ I \I� ' I J \ r \ 1 1• \ .1, \', I 1 \\1 K \ \ 1 \I ', \l \\ \ 1 3 A ‘, \ \ \ nr-nrifi \ 1 \ 1 ) , — 1 J 3 1 1\ \ \.. . 1 :\ - ,2,1_ \I 1�.t I 1 \ 1 3 1 i 'NI 1 1\ \ \ / p - 1 _ \ 'N j\ 1\ '\ \\ 1 \ ;, \ J \ 1 '---- i - ---... i \ \ IL���M E SWUM - I 7...--,--7 7 - 1 \ y'1l 1 r : >:: �r. nl;. 1lJ:l 11 1 \\ 1 1 T Fr 11 � I - I 1 ,4:S Ji I 1 \ I 17:‘ 1 \ 1 4 \ 1 1 \ \ \i \ \ 6 4. \ I \1\ 5 = •J.!2iJ° HULL ;FLI ;-, 17\1 `, 1 1 ` 1 \ \ —+ fln L h i 7 7 ;\N \ \ I \I� \\ \ \ .1, \', I 1 \\1 K \ 3 ', \l 1 1 \I \ nr-nrifi \ 1 \ 1 \ , — 1 J -II% \ I 1 \ \ s, \ \222,- \ r i 'NI 1 1\ 1 I ---, 1 _ \ 'N '\173,,_ 7. 1 1 1 \ — 11 J \ • 11 \, i \ \ IL���M E SWUM - I 7...--,--7 7 - 1 \ y'1l 1 r 041111116. I = • rf >: /. LI. 1J'.. 3 5 IL I z F.! ).Z ilk 1 7 /e ! I i' l.{\ 7 1 Ji I 1 \v\ v 1\ 1 3 1 \ 4 \ 1 1 \ \ \i \ \ 6 4. \ I \1\ 5 = •J.!2iJ° HULL ;FLI 1 \ I 1 ` 1 \ —+ fln L h i 7 7 ;\N \ \ I \I� \\ N K \ 3 ', 1 Na \I nr-nrifi \ 1 \ 1 \ , — 1 -II% \ I 1 \ 111 fi t'. \ 1 \ \ — \\ , . _ \r -4'!/; 7. 1 1 1 \ — 11 J \ • 11 \, i \ \ IL���M E SWUM - I 7...--,--7 7 - 1 \ y'1l 1 r 041111116. I 1 ANCHORS TYPE C AE27 -t .1 e••• rv, WIL S .111M1613111 fillIMINIIIIIIIIMMII '� . • :1 , N 1, 1 - 1`-1, l - 1 -1 \\ '\ t°_.1 \\ \ 1 \ _ 2 /C fall',. ha . D 44/ r7 .& c: I \E.. ril -s1 'iC' /e ! I i' l.{\ 7 1 -1 1 1 I 1 \v\ v 1\ 1 3 1 \ 4 \ 1 1 \ \ \i \ \ 6 4. \ I \1\ 1\ \ 1 1 1 ` 1 \ 1 fln ;\N \ \ I \I� \\ N K \ \ 1 Na \I \ 1 \ \ , -II% 1 \ 111 fi t'. \ 1 \ \ — \\ , . _ \r -4'!/; 7. 1 1 1 \ — 11 \ \ N I . 11 \, i IL���M E SWUM - I sn'' UM 0 041111116. 1 ANCHORS TYPE C AE27 -t .1 e••• rv, WIL S .111M1613111 fillIMINIIIIIIIIMMII . Ott :1 , N 1, 1 - 1`-1, III 1 1 1 1 ANCHORS TYPE A .7 A,C, -Li 1 i 1 1 3 \ \\ \I\1l\1 \1 7 1 -1 1 1 I 1 \v\ v 1\ 1 3 1 \ 4 \ 1 1 \ \ \i \ \ 6 4. \ I \1\ 1\ \ 1 1 1 ` 1 \ 1 fln ;\N \ \ I \I� \\ N K \ \ Na \ 1 \ \ , , -II% NOME , . - IBIENES► tMB!II• IL���M E SWUM - I E t UM 0 041111116. 1 ANCHORS TYPE C AE27 -t .1 e••• rv, WIL S .111M1613111 fillIMINIIIIIIIIMMII . Ott III 1 \f\ \I \ I \ 1 \I V ,-L1- 4. ' 1 1 3 \ \\ \I\1l\1 \1 \'y 1 31 \ I I 1 \v\ v 1\ 1 3 1 \ 1 \ \ \i \ \ 6 4. \ I \1\ 1\ \ 1 \ 1 ` ` \ fln ;\N \ \ I \I� N K \ \ \ Na \ 1 \ \ , , -II% NOME , . - IBIENES► tMB!II• IL���M E - I E t UM 0 041111116. 1 ANCHORS TYPE C AE27 -t \ \ \ \ 1 I I 1 11 ANC-10R2 T TYPE g 31 \ I I 1 1 RL1T - \ 1 i �\ \ \ 4\ 1 \ X\ 1 ` ` \ ;\N \ \ I \I� 3 \ \ \ \ \ 1 \ \ , , - IBIENES► tMB!II• IL���M E E t UM 0 041111116. rri-1 1 )'i} 1 4 1 I 1 \ACA I MJLL.1014 1' 1 I GLAZING 11 GLAZING < PRODUCT j PRODUCv In I 1 I I i h , I;P , 4 \ j,NCHORS P OR C- W1 W2 1IUI_. N.,r1( -j i -Q 20 30 4F3 S 1 b2 70, OB TR3 BUT ART i;IriTI1 INL'HE� ANCHORS TYPE .4.„6, OR C 1 TRIBUTARY W1D'TH W1 + W2 2 MULLION SPAN r, -4 2E ^-P J1 E1 I,E 74x OE' . TRIBUTARY wTJTH - TDN1C`IEB >9 ANCHORS ,- HOPJ2ONTAL MULLION r TYPE A,9, OR C it GLJ'2 G PRODUCT 1 3 1 -ti i. -�', is 1 1 1 I i 1(1 L ANCHORS 1 ,' N E,OrC CLUING I G i PRODUCE 111 PRODUCT 1;1 3 1111 I 1 1 1. II 11 II i G QI riL'L L_ Uld L UPL' TYPICAL MULLION ARRANGEMENTS ANCHOR - LOAD Cl -;ART r -4 t9 S 0E 40 E40 bE 70 EZ T RIP•U T APY WIDTH - INCHES I ai.)LLI{.,< L OJ.D 2E ?l ZE, J3 LLB `743 2E TRT?LTARY W*r.�T}i - =14CH" 17 ---1 ru IS/ FOR ANCHORS DESCRIPTION SEE SHEET II 3 OF 3. 0 6 11 I IT 0 ri 2 (13 0 1 r- T • 1 3 i� AND-11D J LOAD OI -•IAR T MULL 2 J11 L LIE 20 311 .25 SE' big 7Y BLS TRIBUTARY WIDTH - INCAES 20 50 Az. 5B LE 70 BO TRIBUTARY WIDTH - INCHES Enor. DR. HUMAYOUN FA900Q STRUCTURES' FL0. P ' 15557 DEC 1 2 2001 1 f,1 --I 20 0 h 2(1 Ir r m 0 to o I H I'- u) H 19 133 I1U _JC'1T G.A.P1 20 30 40 SL; btu 7 J 35 TP 1 BilTAJ Y } IDTN - INCHES ANCHOR LOAD CHAR 313 4 0 50 61. 70 TRIBUTARY WIDTH - INCHES PRODUCT RENEWED AcCEFr E N OH 7/.01 EXPIRATION DATE )u( I u.r' C ODUCT CON IM DZ1IEZM BUILDING CODE COILIa ;P? Fil CE, o y 1", 1IUI_. N.,r1( -j i -Q 20 30 4F3 S 1 b2 70, OB TR3 BUT ART i;IriTI1 INL'HE� ANCHORS TYPE .4.„6, OR C 1 TRIBUTARY W1D'TH W1 + W2 2 MULLION SPAN r, -4 2E ^-P J1 E1 I,E 74x OE' . TRIBUTARY wTJTH - TDN1C`IEB >9 ANCHORS ,- HOPJ2ONTAL MULLION r TYPE A,9, OR C it GLJ'2 G PRODUCT 1 3 1 -ti i. -�', is 1 1 1 I i 1(1 L ANCHORS 1 ,' N E,OrC CLUING I G i PRODUCE 111 PRODUCT 1;1 3 1111 I 1 1 1. II 11 II i G QI riL'L L_ Uld L UPL' TYPICAL MULLION ARRANGEMENTS ANCHOR - LOAD Cl -;ART r -4 t9 S 0E 40 E40 bE 70 EZ T RIP•U T APY WIDTH - INCHES I ai.)LLI{.,< L OJ.D 2E ?l ZE, J3 LLB `743 2E TRT?LTARY W*r.�T}i - =14CH" 17 ---1 ru IS/ FOR ANCHORS DESCRIPTION SEE SHEET II 3 OF 3. 0 6 11 I IT 0 ri 2 (13 0 1 r- T • 1 3 i� AND-11D J LOAD OI -•IAR T MULL 2 J11 L LIE 20 311 .25 SE' big 7Y BLS TRIBUTARY WIDTH - INCAES 20 50 Az. 5B LE 70 BO TRIBUTARY WIDTH - INCHES Enor. DR. HUMAYOUN FA900Q STRUCTURES' FL0. P ' 15557 DEC 1 2 2001 1 f,1 --I 20 0 h 2(1 Ir r m 0 to o I H I'- u) H 19 133 I1U _JC'1T G.A.P1 20 30 40 SL; btu 7 J 35 TP 1 BilTAJ Y } IDTN - INCHES ANCHOR LOAD CHAR 313 4 0 50 61. 70 TRIBUTARY WIDTH - INCHES PRODUCT RENEWED AcCEFr E N OH 7/.01 EXPIRATION DATE )u( I u.r' C ODUCT CON IM DZ1IEZM BUILDING CODE COILIa ;P? Fil CE, o y 1", a\ M I A M 1•11)AD11 n1 to MI-DA tit: JN l''; , t !,(.)tilt t,t ��1wrifinor N l1;+Ht1 lln i'I,nllLtt +< tiiff"uuai; 13U11.1)1NC CODE COMP .AANCf, OFFICE (BCCO) Nu \\'ES t' rt,ACLEH STUE T, Si'ITE i603 OCT tvllnlvli, i 51 ■ )n t ) ox . ?"0! og■a n1. /NY. • .0",.�r.r.nn • ter i1■1� i \tl l 1 Oi` Al ' L' f" 3.AIVCE (11OH) PGT Industries 1070 Technology Driv Nokomis, FL 34275 Scow;: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miarni -Dade County Product Control Division and accepted by the Board of Rules 2nd Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Pubrisdiction (AH3). This NOA s hall not b_ valid after thc expiration date stated bcio\v, The Miami - Dade County Product Control Division (in Miami Dade County) and/or the AID (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 AEU may immL:diately 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 approvl:d as described herein, and has been designed to comply with the High Velocity Hurricane Zonc of the Florida Building Code. DESCRIPTION: Series "C-700" Outswing Aluminum Casement Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. 339, title "Aluminum Casement Window ", sheets i through 5, prepared, signed and s,aled by Robert L. Clark, P,E., datcxl 3/22/02, bearinc,� the Miami - Dade County Product Control Revision slam a with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATiNC: 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 ? DA 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 miry be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A ccpy of this entire NOA shall be provided to the user by thc manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises N()A # 01 -1 108.07 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez Aft #r Ntur NOA No 02 -0327.04 Expiration Datc: January 28,2007 Approval Datc: May 23, 2002 ^--- , IAMI 01. V2 - 1 1 .211r;%,. P ROD UCT CE)VIT.t.)1.. NOTICE OF ACC 'ffir.A NCF, PcT Indusfrics 3'070 Tychtio3ovv1)rivi. homiy: Y 013r - application for Not cc Of Acq)li'mc,2 INOA;\ of: ow.; 373.90 I. ;,10:;) I'LtfiDi.:( coy) ROI \ MUM] nU))) CASeinellf ViindOlY n11):1C1 Undl.1" Chapter 8 of the C)de of Ivliami-D•idc Couniv ,, overninit the use of A lifl1c \ H:i)s:ind Tvp or C1:1');;IYUCI ;U1), ;Ind comp 21C1 deSCT ibed herein, ));)s beert recommended for ;Icccpitinec by the i:tmi County Buildini.; Code. Compi Office I )C(i) under the conditions specified herei». This NOA shall not be \ 3IJd inner ihc cNpirdlioi) d:qc staled below. BCCO reserees the right to secure :his product or Millerial i a)y im fro3)) jObS31C Or MaillikIC11.1rer'S plant for quality (tontrol teStin:/.. 1 I IhiN product or yr)ter:d fflfl 10 Nrform ii the approved manner, BCCO revoke, OlOdify, or suspend Ihe LISC Of such product or DralCriO1 immediately. BCCO reatrves the right zo revoke Oais tIPProv: determined by BCC() t mt this product or material fails to meet ih Tequivem.lnis of the Scull:: l'imida 13ui3dint.t., Code. The ex pc )C of such testi n will be incurred by ilie m;intifitehirer. ACCEPTANC.I: NO.: 4 )1-1108.07 EXPIRES: 01/2S/20117 R;11)1 Chid Prolilic; Cnivacil Division TUTS IS TIIE COVERSIII:ET, sEr. AnDiTioNAL PAGES FOR SPECIFIC AND GENERAL, CONDiTIONS BUILDING' CODE & PRODUCT REVIEW COMMITTEE. This application for 3'1 °duct Approval has beer! Nviewcd bv the BCCO and tmproved by the 13ui)ding Code and Product Review Committee to be used in N1i3mi-Dad County, Hari& under the conditions SCI rov‘h above. APPROVED: 12J27/2001 "!\ D.A.D)'. C01.1 rLCIF:Dik O?)/..DL FLAG?. FT, J t (:oIJi A\<I• ()I:1'10E :\11...11;1;•1)..\ 1:1,..V.i1 1J 111:11.1)3:<1; 1.11) '.;i)111.: 0); 1 .1r7) MY:TN.1(1 $■13 'FOR r:c•oliC.V.:11ENT iflj 4.1W.) Francisc.) J. Quinlan:I, 1Z. 1)irector i‘lionti-Dade Comity 13iti1 ding Code Compli:mee 1.1:045000):pc200.0%•empiates'nc...ice accepzznc ro'er pzgc.ciol iniernv( address pn:linasitr(ii-buildingcuLkoillinc.cum ii,oilwpagy: IIIII):11www-inlildingcodeunlinc•cum J u d i,' ; trirs _ 2. 2.1 NO 1Cl', _ACt..'1?J'"1 A!'�'(' A(;f:l;J'J','\1';C1: 01 110;.07 A PPP (jVEJ): J)of.euthcr ?.7.. ?007 >, :il. IP b: .tnnuary 28, 21)07 PEC)JTJC COrflii"fI()1`d�; l• SCOI'E 1.1 This revises and renews Notice of Acceplancc (NOA) No. 00- 0804.03, which was issued on 1 1:ecii;bcr 7, 2000. It revises and rcncv.:s , , ' the �hpro i! of �3n aluminum casement ivii3doiw, as described in S:;clioi; 2 of his 1Q0A., di:si`nfd 10 comply with the South Ploridi Building Code (SFBC). 1 9 9 4 lion for 1;9iami -Dade County, for the iocat ons where: the pressure requirements, ,is: determined by SFBC ampler 7 3. do not exceed the DeSi21) PfCS:Stiri R :Hang VI:JULs 3ndiCalcd 313 thu approved drar,',' ngs. PRODUCT DJ?ScR1PTJON The Series "C_700" Ovtswing Aluminum Cascnitali Window — Impact Risistani and its compones)is shall be construcicd in strict compliance with the ioll'ow ng document: Drawing No 339, Sheds 1 through 5 of 5, titled - Aluminum Casement Jn3pact Window," prepared by manufacturer, dated 2!13/98 and revised on 11/6/01, siencd and scaled by Robert L. Clark. P.L., bearing the Miarni -Dade County Product Control approval stamp with the NOA number and approval date by the Miami-Dade County Product Control Division. This document shall hereinafter be ; cfcrred to as the approved dra vino, 3. LIMITATIONS 3.1 This approval iipp)icS to S3rglc unit applications only, as shown in approved drawings. 4. INSTALLATi ON 4.1 The aluminum casement window and its components shall be installed in strict compliance -w'ith the approved drawings. 4.2 The installations of this product will not req uire a hurricane protection s)sicrn. 5. LA13ELINC. 5 .1 Each unit shat' bear a permanent label with the manufacturer's name or logo, city, state and following state mcnt: "Miami - Dade Counts- Product Coniro' Approved ". 6. BUILDING PERMIT REQUIREMENTS 6,1 Application for building permit shall be accompanied by copies of the fo lowing: 6.1. i This Notice of Acceptance 6.1.2 Duplicrlic copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marled to show the components selected for he proposed installation. 6.1.3 Any other documents required by the 13uikdin Official sir the South Florid:: Building Code (SFBC) in order lo properly evaluate the installation ofihis system. Raul Rodriguez, Chief Product Control Division 6 . BUILDING PERMIT REQUIREMENTS Rrul Rodriguez, Chief Product Control Division Inch?;)Firs. A(;CEP'J,1 NC) ; i \'a,:. 01. 1 3t A PPP. \'ICJ): I cemlx•f 27, 200.1 EXPIRES: I:1)11 arj 28, 2007 1\10 ICE Or AACC)∎:3'"1 ! :;11,C)3 CONDI - 1 10W, 1. SCOI'1 1. l This revises and relleWs NOliC,C of I cc0l ;'Hoar (N0>>) No. 00- 08114.03, which was issued on )December 7, 2000. 11 revises and rc.lcv;s lilc ;.ipprownl of alun nurrl casement window, cr:; dcscribcd in Srclion 2 of this NOA, cesi ntd 10 comply with the South Plorili Building Code (SFBC). 199 Edition 1 Miami -Dade ('oully, fifer the iOC;3 oJY \' /} T 111 pressure; requirements, determined by SFBC Chapter 23, do ncl exceed t11L Dcsign Pressure R:11inL values indicated in 11)e approved drawings. 2, PRODUCT DESCRIPTION ? - The Series "C - 700" Ontswing Aluminum Cascf)Cni Window — I mpzlcf Resisfani and its components shall be constructed in strict compliance will) the following document: Drawing No 339, Sheets 1 through 5 of 5, titles - Aluminum Cascmcnt Impact Window," prepared by manufacturer, dated 2!13/98 and revised on 1116 /0), siened and scaled by Robert L. Clark, P.E., bearing the Miami -Dad County Prod let Control approval stamp with the NOA number and approval date by the Miami - Dade C)unly Product Control Division. This document shall hereinafter be refer -red to as the approved drawin( 3. LIMITATIONS ✓ This approval applies to single unit appli:ations only, as showll , in approved drawings. 4 . INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance will) the approved drawings. 4.2 The installation of this product will no rc uirc a hurricane protection system. 5. LAI3ELINC. 5.1 Each unit shall bear a permanent label w th the man racturcr's name or logo, city, slate and following statement: "Miami -Dade Cour.ty Product Control: Approved ". 6.1 Application for building permit shall be accompanied by copies of the fo lowing: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to sh )\'' the components selected for he proposed installation. C.1.3 Any other documents required by the l3uiidinv, Official or the South Florida )3uilding Code (SFBC) in order 10 properly cvnit ntc the installation Distills system. 5, 1. Q'r;. !1 ;s Nl'lit)\'I -,3i: NO ()1'', (( :1 ` ( :()N!01 11 OW; 1J +c,.n3Ji ?J.. +.11 mini . y ?.8. ?(3( 7 1 {c31cw ;31 of this Adept :rake (appro\';il i shall tic considered ,tiler :.l r,,33c;':;31 ?Jll;la;.itics3 lr.i : ,:r_t;r; tiled ;tad the criilll;3l submitted documentation, inch di1)L i i supptir3333` {.1;lt:3, C13L331f 01'331 docuinci1I`:, are no older th:m eight (1) years. 2. And and all approval proc.hic.ts: shat?, b: perrnai3cntly label\ 11 lire f:1,n3ttl:rclt!rcr's mine, city. 51:31;:, and the folio\ving si:lten "iblt;.inti- .);ike, C;3unty Nadt ?tit Control r!p1i!'0 \'e,d °, or i3`i speciiic;illy stated in the specific conditions of this Acceptance. ?. Renewals of' Acceptance will not be cc nsidcrcd if: :3) There has been a eh333(2,e in the Sot lh Florida 1ju31dini.1 Code affecting the evaluation of this product and the product is not in compliance 1!;;113 the code c)1am2,es; b) The product is no longer the same. - iroduct (identical) as the one originally approved; tj If the Ateepiancc holder has not complied with all the requirements of this acceptance, including the correct installation of the prodhel; cl) Tltc c3t6rit er who orisl,inn)1y prcr,a •ed, si};ncd end , :i ;:1>rd 1Slc required documentation initially submitted is no longer practicing the engineering profession. +. . revision Or change in the materials. use, as;d!jr 3113i1t71 dare 01 prOd1;c1 or Process shall automatically be cause for termination of this A cccptanec, unless prit>r 14r ucn approval has been requested (through the ii1insi of a revi>:io:7 application with appropriate fee) and granted by this of lice. Any of the lbilo \lin( shall also be grounds for removal of this Acceptance: Unsatisfactory performance of this, product or process. h) Misuse of this Acceptance as an e3 Klorscmcnt of any product, fur sales advcrtisln`, or arty ;liner purpose. C. The Notice. of Acccptancc Slumber pre:e e d i, \, the words County, Florida, and followed by the expiration date may be displayed in ad1'ertisino literature. If any portion of the Notice 01 Acceptance is displayed, then it shall be done in its entirely, 7. A copy of this Acceptance as well as approved drawings and other documc Ills. \Vherc it apl;lic;, shall be provided to the user by the manufacturer or its distributors and shall he .1vailahic tar inspection at the job site at all tinte. The engineer need tni reseal the copies. 8. Failure to comply with any seciion of this Acceptance shall he cause for termination and removal of Acceptance. t). This Notice olAccepinnec consists of. panes 1.2 and this Iasi page 3. END) OF TIM ACCEPTANCE .4 // Raul Rodriucz, Chief Product Control Division t3. ii ) - 75.0 '5.0 -75.0 7 - -'5.0 3 75.i -€! f9.0 53. 1 83.7 i f4_t)C3 i -75.0 - '5.0 -75.0 7_•.0 -57.2 57. :: - - 5:.5 52.5 - 45.3 1 45.3 I 6.i3LD -75.0 -7 5.0 75.0 7::_9 -552 55.:: -St.O :0.0 -42.3 1 4:i.9 1 72.Ue'D 1 -75.0 75.0 -57.5 ) 6::8, -42.9 494 -41:4 '4.4 -3S.3 ; -37. 3f.6 37.6 74.0LD ; -75.0 75.0 -65.4 1 .6 -46.5 48i :• -4: :.3 1 1 .3.5 52 E.0 5 MAX. ----- (51 - f t'OTI 1 7 r +dkY,' r - GIf CENTS; / ')c/r \ ru / 36. 721 - ---r -fi 4 t'AX. SEE SHEET 4 OF f+ FOR SECT GPS is GLA2 .G OPTiOP DiT/dS (1 EE NO1 4) 3f•. 72.5 -5 Wu Robcx 1.. a; rE i<_ };12 :.) t`L ViwG 0P yjt ?: 5,A76 (. 50) LA/41NA GLASS k/ u0h SANTO .3Art EX DP. 1 %(.IPON'T Pvt W; 9L/T.4Ct7 :: M7ER,AYER. �:. 7_ HUT 5 REb C_AS_. .' 97 'N7{RLA''LR, 3/3 t'LA3 51RLNCTiiLl4L! CLAS! i'. 7,/8" ANt.EAti :O 11A55, .)90 tJ7 :RLr•T'k 7 /8' .:ALiD CLASS' `.) t :ON; 1CV ATT atIL XX :3.) 1)ES1:N ?RE':StJ E kADAG: f ;EE TAD _E J.. 1`I._G0CIVE DES'GN LOADS 3ASrD f)N :EST=0 .'RE : >rUt r AND GLA 3S ': 'Lr A=71d £ '30: - 973. I-. PDSf7VE DE5,S4 LOADS IMASI=-J { °,v 3',A E? TI :ST FRE3SU?E .aN0 CUSS TA8._E JSO= E 3307 -5.9. _::.) , >: . tr.AX_ 5" =ROA & CH COIMT ,f 70 3CR,7WS - . ,tt ICHORS 4 t+PA;r i, 4 1 ROa' EA 37 ir4EE 1 7NG RA . L 3/76` TiPCCNS - 7 AN;t10 ?. _ - F.?Dfr E/ H MEITIgG i74r., 464X. SPA::ING A: HEAD ii S:'1: 7 7 - >a AX. SP3 C1NC At JAMBS: 7 7 5.) 1 7EFc RE DLL: EDEN T: l `_ +•fu7 TER.. lZ ?E0 i EF£13EI,LE 7ESi RE ST• fTL - 224/5 ;COI41PA VcT VE ANA YS1.S FC'R: ;ate :aQ �� =a�as ALL S1Z_S l'P TU 74.000 MDE x (3.0140 ?- l H: :COI 'IPA 2AT VE :4J,lP YSI:S FCR: .Y16' LA. 1114P TEE f1t8>z..010,1 :$A) 3,++t119DOl }i =1G1iT iystw i3D "J ; 34.930 V.37?:. 50.5:5. 56.0I.0 WIE:TH + , NEG PPS NEG j PO). r NEG PO: Nt:G fOS 7 :•.0 -'S.0 75.t: -7 *:.0 75.6 48.0CD -75.0 LA G3 - ,�1J� 5l;_ J/v,PA WINDO NS 7 5,0 -75.0 5116 LAT 1NF.TEE (7 /EHS,.090,1f81 - S) F TL- -'24€ WEG :3.0 • P 75.3 : TL -)24€1 5_+.13D: NEC; 1 P {)5 - 75. - i 75.0 boat 114DUSTRIES 1073 TE:weaCtOCY DR!i'r ? DKOAS, %t 342 ?5 P.O. 1304 1529 l`V# 0.15, FL 34274 Rc 54' 133•: :,at tR.q r# . f :)C_ 11/02 ; Mc n.' TJ:$± E : F.K. 71/6/07 ; AD.D S T 3 TAB?. ES M B D. E. 77+3, See ea /t•otlei: 1. -! 10 tbtc: 1 3, 38 °' Dr zrip3 ELEVATION „ XX „ CONEG. ilwilTT REV !Nu. lapa:pt vac. e4t`!«tc 13aid:r Co,k Ez inwn Ibti 4tg4_]f -3P: ; ai` bat Mixt $ivii 4 Lb /MINJM CASEMENT IMPACT '4V1AIDCW 3ieaie 5assi' 1 D .ifq Na NTS ; 1 =4 5 339 S Si-CET 4 OF 5 FOR S C?T4i'S 3C C:s 2' {NG OF•TtOI:' DETAr._S 7 :7 3. _R0b7.n L. 02 fk. 3 E #'t ti3y7 i2 LA;?CE te'l$';IL,= IMPACT W1NDfWS ,) Gi. 421r.'G CPII0NS: 5/t6 {.350) 1.AM1.4471 CLASS W/ MDNS.4TTti spar G? OL5PDIIT FVE wr/.6;1 A+ :17( IN71:R}YER A. 1/ 3' !- Ell S7f• £NC TNL.4ED CLASS. Ay J 11kTER _ill R, /8" HEAT :3TRL t , 16 -i[IJg) E. 1/3 ANNEALEl1 CLASS _090 lArrEllAY _R. 1Jt AidiJL+LCL CLASS 2.) CONF117UR1 T101 JS: X 3. D£SG1! PJ ?ESS1RE RATING SE! TABLE A NEC:AT11t DESiCN L W :; TE STEC' PP°ES5_UR£ AND C;4S` TJa3LE AStsd E 130D -9E. B. POSITiv= D3 :SIG•sl L )AL :; B/ SED ON WATER TEE?' P?ES_;uR): Ali) CIA'S 5 Ti SLE AS 7M . 7 30D - -9b. 4.) At - URS: .AA:f. 5 - F.?DLt EACH COWER .AAX. SPACING AT °4EA,) t SIL._: 1: .rrA.X. 5 P/t NC AT .AI4.13S: 3 7 - 5.) SiJT7 RFA RE MEt'T: NC' SVT7fRS REOUIREDi 6.) F, :TEFZhii E 7 :3T REFORr. FT._ -22 COP APARATiVE;.NAt Y9 :; FOR: 5:113 LiiVII ATED t1.6HE.A90.1l?AS) AU. S%Z'ES UP TO 32 Doi NID E x 12.0[ 0 fit 4PA RATiVE /,1tA}V9;FCR: 5 5!15 ATED '8A..090.118A'. =pia �i WI/s.1)01 P0 S 24 Oi)C 1 -75.1 # 7 1.3 25500 •75.0 7j.9 28. •75.0 71 .? 32 OM • 75.t 7..3 50.625 WEG POS -75.0 7 55.0 -75.13 75.0 -53.7 139.7 -5 ? .9 L 9 W1141)0W HE GH T 53.030 N EiL4 "C)S -75.0 7�.0 -65.8 S`_.9 -58.3 5E .6 -4E.4 51':.00[ t: TPO`_: W.G 1 FOS -'5.0 7 75.C. -71..0 ! 75.0 1 -63.5 53.1 -6i.6 E2.6 5 &: -5..3 X5.3 43t. -4*; .2 'j t22 3A ;LA S 70.73?.0 Re,s ? 5 Rev 9-_iC. i3 /3JL2 "31F ( 7. L i *,--1""-1.7: iksl t: aityfilr,4111 7 . K.• 1 /6 /IJT J4vQ SST TA$ 1rS � jly.wt+ :j ! V DU5TR EE : 0.E. � 3/ 9 ELEVATION ip :mtti Y i f-. j J ri It ;'0 71;'CW71.DGY Dry 00Q<CMt5. FL . 4275 ' 1.JEG` -:3.0 1 75 0 ;1 '2.0 i3 IsfEC T PC�S -75.11 1 75.0 -61. 51 7 -54.: 54.2 .41.`. 411 843a :: ie 1. Prm beel:t.1 1 t i ut ucr KEN tiw Z3 i+/kyf1)1G}' magi i{R' Tiark A 1 i1 .x Ca.k 1.7 . z Y ALUMINUM CA Sf M WT IMPACT WINLIO :/ $ 7L29 se'4s/e r Sra+..; weer: kawi r�+cO S. FL C- > ° TS 5 339 RE TRENCE TE 1 PEPC• 1: r I. -j2.16 e DR 4: :R Fi' PG7 1 7 6t 22E F91ME PEAL 511. JAHB :J__ 2 6!'995 FRAME' ivEE)1NG RA L 64 45E S.a H-! Sf 'AM :? (IAPPAS7) 4 78 1P 'A 8x 1 SCRE PA^: Hj). OUAl! _ . _ --- 6 - 7C v11 v/1 Mt,(' L _;. MAIN FF M rQk NE!' KrY 6 7CJRa1.15AI 50. ; 4A7V F!.'M/ ;A$. - I COPPER KE"' 7 4031. P.1 1C MAI ■4 (, ?I..1. CORNS?? I.EY 8 ; 60 200 K WW'_ SI1'1 P . 15 Q x .2 30 .3L Cv 9 60750.! M_STI'IP .150 x . 1.50 :3LGV 10 6F: ?I46K 1v M& FRAME BULB WE1THL4S?RJP .: 4 111 49)04 5 7_5:.:K ;' { 2 7 LT 12 7KEzP 5451:' LO::K KEPEJ- i> 13 7C 71 CASE /7 A T CP.. RT /L =F7 2 74 7MAK OPERATO4 CUTL :- Ti ?AC.K 2 75 7C _HG 5TAVJJAR,) h1NC -1. 16 ' 7 1 J5 7 iPp ? 7 0%5 / 16 SC REA' PAN riO. PHIL I . 17 5,x1: (.35o) WjAION'>AN7 N' TER _AYE R 2 1$ 5/i {{ 3 5O) WA:UPC :NT 'WTE LA ER {. 79 65 3E 1 58 £X7R3DED CTAn4C 8E4b�5/ 6 L'• .4 20 62 399 SILC?NE 2? 165N155 ' SEA!' $L 22 1 5TP. 443 ir.FN'L 131.,L8 WjAT11- RS^RIF -1-1f-TI =tc:AL :SIIE 1 DISNJPT!DN 1 L V , itfi/It b Robert L . Cla k. IX. PE s397 Sat, aural N CITY'S AI f RACKE5 /RE FOF• 1 COP'F7G,JRATiON t r 3NDUSTRIF S 070 7 CNr,pLAt' DRAT NDKOWS. FL .4215 R . ?. 89x :529 .vta O S. FL 94214 r L L. CA T!D:V IN( AL no;.7 1f.7mc isrlsa oss ✓. : crtj FA_:TE IN). PR. ION TA 3 • PR.- C'IS CA.3. v,hYL -T CSI. T . - T . SC ILL;EL CORP, i) vent top ro7T .0203x ?0 n sent bo :r sin r2il:' SCILE: CL CC4P. • 0153x1:?0 n rn fromt, PR3TC'YPi P _AS ICS T P- ;7t 8:AC1. :'_il. fr. ion 1.7 fro-7) ctnc') inhYL - �H. 7 49C:/f " tnlq rail 1?" frr:m ends) . TRUTH HA: ?Olk:4RE" 208 OO __ CP 1aNc' right frrr'ne corner) : MUTH HA;?OKAPE -1 23 -'9 -23 -002 7 R°" =ND era/ o') + 7RtJTH HARDWARE 250; ?5 4) r iehi frz:me tours) — 7 TR11TH HA;?QN ,55.IC.00. pee - el o - /h.nof ,rck <rreNs' ME FAST-NER 7E,.M PLA TICS 1 7P - 2 4 8 t)z'r 2 � /13 .. 1 9E 1NL :AL AL 1 IARA' H. P.C. VEI4DOR --- N `3 3 ef 5 339 VENDOR # •.;AS -4 <. 45 ' .3A h - 4 20 ;AS - 4 d 587a AL11AUA': j _336158 DOW C'DRIJ1N' 1399 SC =iNE= -MOR "HEAD .!;/15504 MOULT 1A1;YLS1,:1 as 4arlpt iaR IA* awFlnsi4a SaLisa Cock 1lscipileax 2'01A y{ Tagmali a 9au 23 Ditt R.v:z.rr: altof Auk Pcvdact 7 f5/0: CORR. SHT N :7. .PARTS L1St ALUMiNUiVI CASEMENT IMPACT WINX'W .. tt,'MDC, a: is.,, 15 we i 1kr ++a9 ra. I Re 53` -( L •-• 2.909 SECTION A—.4 FEFERENCE TEST PEPORT: FIL-2246 .2. 0 MAX. S1-114 :;;PAl2C WALL THiCtcNEES _052 4 WALL H1CtfE.S ,- 1 .929 ..L301,1)\ 55 7/2 letti;: atisrUG:-Cr OPEN51,10 4 .253 MA.< SPACE GLASS ---- 1 /3" alEAr STR.EMENED CLASS 30 . DAYL, G-17 ;G ?)P, 0 ) Rottil PE 43912 $1.r icural SEC TION B—P GLASS B)E 74 " MAX. WYDT 1. 1 1 . 11 .0g.2 IIITEPLAYEf? (SE.-T IND US TR LES O? rEctifipi_oc Dint tfaxmos, S. P.C. Bat' 1.529 Knsthas, L ;42? CLASS 7/8 ANNLILL179 1IA55 ° 4 -/EAT STRENGTHENED CLASS N&TE: 41.17ERLAYER 15 .C.90 MOALSAVTO SkIEW OR CUPONT W/BLITACITE GLAZIN3 OPTIONS: 5 /16" (.350) LAMINATED GLASS 02 k! N3 CHG THiS 9-1T. 11/06./01 GLAZING .98 fl HD GLASS BITE o 11+7EPLAY.ER (SEE 1\07E, 1/6 ANNEALED G-LASS SECTIONS 8? 'GLAZING DETAIL S /LUMJNJM CASEMENT IMPACT NINEOW F 790 I Scmic : NTS 4 .r 5 339 sciet"oeci: 1 2.090 TROIA/CT 12F.Vrifl) L�raic t* oci Amtrunanzt am elylact tic Rod& v 0.44: tlybica r 10 PANHE4D x WODD EUCu.' z TYF. HEAD SILL JAMB • • 3/16 - TAPCC.N NO C . .51Nk" Ri (NC•TE 2) —7/4' TYP. HEAD. SILL J..049 NO7E: 1. RgFERE.NCE TEST REPORT FTL —224C & COMP. ANALYSIS Si-IELTS FOR ANCdOR SPA CiNG ec STARTING POINTS. 2. USE MIAMI—)ADE COUNTY A.PPROVED TAP 2.000 -- tri 1.102 ; 11 ,050 —3 Robt rIL P p.c. Etr,x 14:29 *3T212 1JK0 WS, FL .:-427.; tdfAI FPAMi 5ri63-15 1 4.028 . 55 .0-62 FRAur VIEF RAIL 6063 ALUM. 7_5 ?5 -- .052 Si51-1 FRAME, it, 6063-75 AL W. - .0.50 .625 f -J 1.096 L- 7.4.41` t ..f1 11 g 6055 fiklinrr RrYeira II0 ,I M.P 30 444 afini I'm nods biLtot c Amicrscri Tir. ih--31"./. Eapkirti,slorc ThAic Praivi-; id Rev., id•ri F. HC THIS .FHT; 1 K. N C 1G-3Th. Re.livns J Drc**3 F K • D.E. 13 "98 INDL.J&TR Otigrit AN2l & EXTRUSION PRFILES • • moxpies, FL 2.427f ALUMIN,LJM CASEMENT IAPACT WINLOW Scok taD Trplwtoc,' 17RAJE NTSL5 er 5 *h. 339 rvrF
