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1200 NE 95 St (7)Date 7 1 ?J Job Address /2 00 % S T Tax Folio Legal Description d / 7 A6 - f 7 Historically Designated: Yes No f/ Owner/Lessee / Tenant 44972 % Owner's Address /' 01, 2 P5 AZ Phone 3 :P 75/ — S 78 Contracting Co. . ? ? - "ki'' �'�zi � v7 Address 39 /?/ter/ 3/ E Qualifier _ SS# Phone 3z s ' ((i tvS �� 510-0 State # Municipal # •'ncy # 1 7 ( Ins. Co. Arch' /Engineer 'W-6s, .0 T-14 M 1 to 9AaL, ? ( -1 2 S tsi ► Bonding Company Address M,-..•.- ..,. Pe My Commission FEES: PERMIT APPROVED: ruc-rvr. I Zonin 7 0-t-( Mechanical RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 7/ 5/©() Building 'Tess "ING MECHANICAL RO °AVINC FENCE SIGN WORK DESCRIPTION rze Square Ft. ,(� 138 WARNING T() OWNER: R: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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 PLUMBIN NS, POOLS, ROOFING and MECHANICAL WORK. C.C.F. NOTARY - 7(114 Master Permit # Estimated Cost (value) Z. ( 0 ''S AFFID : certify that all the • regoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons ction and L= urthermore, I orize the abov; -named contractor to do the work stat -• �` Signature o Contractor or Owner -Buil . - Date r % N6tary as 9 rte: My Commission Ex9 '; � IAL _ .ARYSEA BEC:CA MITRANI NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC727925 MY COMMISSION EXP. MAR. 25,2002 BOND / TOTAL DUE 7 fea e Plumbing Structural Engineer - ;7 W "ri Date PERMIT NO. • ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING _ • ELECTRICAL. . MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance wtth alt Fedacai, State. County. =age cu(es and tegvlanons. Wage assumes no responstbllity for accuctcy oflar results trays these plans, Z. We copy of plans ant be available net buRyftng site or no Inspection el be conducted. DATE 7 , r0 . CRITIQUE SHEET JOB ADDRESS / E Ps — 5 1 l ; &c6Atek 6D1, APPLICANT fll q-m( 1j , 7 /t6 PHONE # SHEET OF MISCELLANEOUS COMMENTS fr/ftib 11-y " Puro /�� e 2' L& "'ajar 3G " i/a/lo 5 9 :- 56T64 �(7f 7 (7t E /6 ,T INITIALS • g /6am /o r ,1,C � ic9/2 �� t-5/6 • r))91 Design Wind Pressure for Canvas Awning Anchorage MEAN ROOF HEIGHT < 60ft /2-,0 -1200 NE 95 AVE Wind Code: ASCE 7 -88 MIAMI SHORES, FL Exposure Category: B Wind speed (mph) V : =75 AWNING RELEASED /REMOVED FROM FRAME Importance Factor I : =1.00 Mean Roof Height of Building (ft) h : =15 Height of Awning above Ground (ft) h g : =10 Canvas Release Design Load = 10 psf a : =4.5 Z 1200 Kh : =2.58 (h) Zg := 1 Zg bl qh := 0.00256•Kh•(I•V) qh = 5.3 ftb D : =0.010 2.35•(D 0 ) 2 TZ. t h (30 G =0.65. 3.65.T G 1.74 F:= gh•G F= 9.21bft2 Finax F 10. ft 2 F design : =max(F max) lb F design = 10 2 ft T =0.3 2 a Kh = 0.37 C f: =1.0 W.A.SUTHERLAND, P.E. PE44353 12926 SW 133 CT. MIMAI, FL 33186 (305)255 -1948 H := 2.04't PROJ := 4.68•ft L : =4H $ PROJ L = 5.09 ft Tributary area := L•Tributary width Tributary area = 28.8 ft Tributary load area area'F design Tributa load = 288.3 lb P := Tributary load 2 T' = PP _ L H AMOUNT OF ANCHOR BOLTS REQUIRED: (Based on 3/8" Dia x 1 -1/2" Embedment Red Head) Shear cap := 2180.1b Tension cap := 1700.1b Tributary 3341 +241 �' width � 2 P = 144.2 1b T = 366.81b Tributary load Amount_required shear '= ceil ( Amount_required shear) = 1 Shear cap T Amount_required ten := Tension cap 2 ceil (Amount_required ten) = 1 W.A.SUTHERLAND, P.E. PE44353 12926 SW 133 CT. MIMAI, FL 33186 (305)255 -1948 NOT vd412. UNLESS EMBOSSED wt *H SURVEYOR'S SEAL y Vn /1 1— 24 -gj 0.0 1r N Cp5 1.22' I') Pku.',r oua, i, 1200 Q(Loao 'SEn �ww tb'JGC 30.0 7c; pQuP rn � V2_1) \ cx • ou � e H : F_P= Found Iron T ` F S = = LET 1/2 PIN & CAP L °4799 S PCP= SE' FE= `.•=,\E :T CONTROL POINT LE..7ES C= CENTERLINE. P: L= PROPERTY LIN = 0 /L= ON t = t`'...N HC ` .r1 i= WATER METES PP= POWER F - F.C.= FENCE CORNER. R= RECORD. M= MEEASUREO ^. CHA,N LINK OR WIRE FENCE - WOOD FENCE= - - �■ MASONRY WALL= CONCRETE= t" • • • 4 '77777 • ELAl - vss M?!£v s'Cti.\ A7= R'cFEERTD TO AN ASS : • :.1 :�_ �. \ :_ __ Y. NOTES: UNLESS SHOWN, THE FOLLOWING NOTES APPLY. Unless a carrariscn is sYc.TT, all bearincs and distances s =cum are the same is pate vaiues. Underground portions of Footings, Foundations or other impro were r.ot located. Elevations are Pasec cn National Geode:ic Datum. Fence ownership by visual means E!£ . CSM NGV Da:; —'. only F.{. P 0 w 5 Certified to: Thomas Florida 33138., T IQ Cr,ri Yee Insurance Fund, Inc. Mort - acre Corporation L = :.'•_ DESC;: . _ : LEGAL DESCRIPTION: LOT 17 BLOCK OF MIAMI SHORES SECTION NO 2 SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. BOUNDARY SURVEY 1 HEREBY CERTIFl Tra? the survey icoresenteC re•e =r -.eca :re rr :.nrm :ecnnica. reiturternents ar.ccteC by tnr STATE OF FLORIDA Boaro of Lan° Surveyors pursuant Ic Section 4 Fre Statutes There are no encroachme cvcnaps easements appeann3 on Ine plat or visible easement: other than as Shown hereon MARK M. KRAJNIK Registered Land Surveyor No. 3371 State of Florida LOCATION SKETCH J. Longman, 1200 N.E. 95th St. Miami Shores, stopher P. Kelley, P.A., Attorneys' Title , Joseph C. Frechette, Jr. P.A., NationsBank , its successors and /or assicns. - f C117r,t) BLANCO, DANIAL & ASSOC. INC. Land Surveyors • Planners 555 North Shore Drive M1A:1I BEACH Florida 331 4 ] (305)365-1200 Fax: (305) 855 -7810 wommmmy FLOOD ZONE: DATE: ,% — _ 95 SCALE: N T S 093 SUFFIX::) DATE: 3/2/94 BASE: _ �u l l►1 ► ►u1: SCALE: DWN. BY: 1 20 F. EIArtco JOB No. 85 95 - 7 _7 LOAD CAPACITIES FOR LOK/BOLT IN CONCRETE Embed. Togquo 2.000psl 4,000 psi 6.000 psi Size Depth IIIIbs) Tension Shear Tension Shear Tension Sheaf U4 t -IA' 5115 1.112' srr t$l. 2-1/4' 2-3/4• saw 1.100 1.510 2.200 3.500 4.060 5.530 1.520 2.015 3.070 4.050 •.1150 15.215 1.440 1.750 2.700 5.015 6.345 6.136 10 11.11 1.730 2.110 ],300 5275 5.7 11.•00 1,170 2.105 . saes 0,145 10.620 11.725 LOAD CAPACRIES F'DR LOIVBOL ni P4 HOLLOW BLOC( Embed Torque ASP.' C.90 Block Size Depth (stabs) Tens:cn Shear 1 -U2' 1 -trr 3n' Vr 12.11 .22.20 1.700 2.460 2.100 2.640 Anchored alto concrete frith 3/8' Y 3' sleeve anchors into concrete min Y-0' oz. 7//iev CONSULTING ENGINEER( VAYNE SUTHERLAND SUTHERLAND ASSOCIATES 12926 S.V. 133 COURT MIAMI, FLORIDA 305/255 -1948 GENERAL NOTES 1. All tubing to be ALLIED 50/35 with GatorsNNd. AU pipe to be ASA Schedule 40, galvanized 2. MI welds shall comply Nth the A.V.S. Code Clstest edition) 3. AU odds covered .5th corrosion resistant Coating. 4. All structv'es designed In accordance with the following Codes Ustest edtlon). A South Florida aiding Code. Chapter43/asce 7-93 5. Awning covers shall be renoved during periods of high wends, speClficalty, winds h excess of 73wph. 6. AU connections shall be fully welded 01Wn). 7. AU frards have been designed using rational analysts. MIAMI AWNING COMPANY 3905 N.W. 31 AVENUE MIAMI, FLORIDA 33142 305/376 -2029 rAX -0514 (-me eeninpenews. 'rn/co P4p.LCT. LOCATION. L[..NGKAN RESIDENCE (29 rE 95 :TACE . MIAMI SMCRE rL O resiteTSO. C2 __"O._! ANC SCALE AS VC E: SALE SAM* M S.EE- , Q DATE. 7 MO .Cw¢ rAC).1 AVKD/G CO - DC- DDA MI G AVMING CO. NAVll 1T. GP Va :742 1 ---- 1 0 ...,„ .... .-.,1 ....7 r 1 , __ r p • c g C ',. r ' • N a 6..: t 7 1Z 7• ''.. : i .47 CI • .• , :••• :- ' ' ..7 A - - . __., (.) .., ; ,,'. - i, `, ' L.:„..T. I :•:.= • !.::_- .' ';'•• —.:, :-..-,,,. ` .1 ,. '7' • - 7 • • • .• . • •• ; C.-A '''' • . . ". - . . ,,,• I.• 7 C/; .•:. e ...:., ? ''.. . C's7- ' --. 6-17: : -..,r,..',,,i..;.......j...:,..7..,... :-•:.'',._,.........,72;;_",i, :.....,...7.-...,....„:,:....E. . -.• • , L. i T: '..."1 •.:.: :; ;.. . ? : ..7 ) .. : . ;1 -, - . •;) .--- ' r 7 , Z-: •-• .• ... • -.: '.: - ... ...7., — :7" ....,,, r •:. : •• : • C ... .- - ..- — 7 —"; i'f.T :!-• 'e, 1:1 !--, -•,.:.: 7 1 ,7; ,. ..... •7...7 •- ' ....N: -..,;•; i •- • -- '::" -. 1_:--, .,;..: '.7', ;•,? .-..: - , 7 'z •:: -.: GENERAL NOTES 1. All tubing to be ALLIED 50/55 with Gatorshield. All pipe to be ASA Schedule 40, galvanized. 2. AU welds shall comply with the A.V.S. Code (latest edition) 3. AU welds covered with corrosion resistant coating. 4. AU structures designed In accordance with the following Codes (latest edition). A. South Florida Building Code, Chapter43/asce 7-93 5. Awning covers shall be removed during periods of high winds; specifically, winds in excess of 75n.p.h. 6. All connections shall be fully welded (1.1.0.N.). 7. AB frames have been designed using rational analysis. MIAMI AWNING COMPANY 3905 N.W. 31 AVENUE MIAMI, FLORIDA 33142 305/576-2029 FAX:305/576-0514 Attp/AnArAiania■ning.c.x. aerningenicu•dawnIno.con PROJECT. LOCATION. LONGMAN RESIDENCE 1200 N.E. 95 STREET; MIAMI SHORES. FL DESCRIPTION (2) COMPE SCALE, AS NOTED SALESMAN G. N DATE. 7.10.2000 DRAWN BY. G.P © 2000 MIAMI BEACH AVNING CO., INC. DBA MIAMI AVNING co. SHEET P. OF v.0.• 1742 I nttcs:17. c_C�` =sFiFS s' :E '. •t MM I�-DAD[ BUILDING CODE COMPLIANCE OFFICE (3CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT Industries 1070 Technology Drive 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 (AID). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant APPROVAL DOCUMENT: Drawing No.41 12, 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 the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the rnaterials, 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 - Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sitc at the request of the Building Official. This NOA revises NOA.#1 99 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez, MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 NOA No 02-0305.02 Expiration Date: May 20, 2007 Approval-Date: June 27, 2002 Page 1 °CRAPS . mum, rwmaa am ''-: 7650 W W "rig ' II r 1 THOMAS J. APO CAWOUWE LACIMINIMIS 1200 NL 11111'N SI MAW SHONLIi. 1 1101111 Bank of America. ACH 11.3 0e)100/11 ISM FOR AT 10 71DE / oRDK1 0444' - _0 d Advir 1:13 6 3 LOO 27 71: MAD VS 387770 W !, 4 • L DATE 1 $ 30o ocu *1•0-T. •■•■•• fie ake ISICH Sal on SC 3 706711'0 S 63-27/631 11 821 s166 L�c DOLLARS 8 Banking 2145 fir 9122 ItZtAlt11 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -2000 Printed: 11 /20/2002 Applicant: THOMAS Owner: LONGMAN JOB ADDRESS: 1200 NE 95 Contractor ALLSTATE WINDOWS & DOORS Contractor's Address: 5205 NW 72 AVE Local Phone: 305 - 513 -3388 Parcel # 1132060144110 Fees: Description Amount FEE2002 -6630 Buildier's Bond $300.00 FEE2002 -6631 Building Fee $160.00 FEE2002 -6632 CCF $6.00 Total Fees: $466.00 Total Fees: $466.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/18/2003 Work: INSTALL IMPACT RESISTANT WINDOWS If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted Is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: Building Permit LONGMAN THOMAS ST Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 17 BLK 85 LOT SIZE IRREGULAR Construction Value: $9,700.00 (INSPECTOR) BY: Page 1 of 1 (Contractor or Builder) BY: CONTRACTOR New Construction Name ., , v - , '. o 'V; 11,' va `' n V., 7' f \ Address Name Home Telephone - \ \ • ) -- z:"7-: License No. " Fax ,7,_%; •1 Add'l Detachment Other Address c ' a 6,, - ''''.!\ „ ? < °'' .` 2 ' __ y . .. ! u : `_' Telephone 4T ,1 ,• d r Fax Ir. -; ; o ) y "" 4,-, Qualifier Name . :4- PROPERTY OWNER New Construction Name ., , v - , '. o 'V; 11,' va `' n V., 7' f \ Address Alteration Interior Home Telephone , e-5 .- - -Y / Business Telephone z:"7-: , . �,. ", Fax Other TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural BY DATE Building Official It (s .60) x/1000 x (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) • PERMIT FEES TOTAL $ L / b C) ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2"° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com S NORE S 4 P N rE _ - ��p 4`'zoRt% INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: npre t Step 1. Job Address: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Address State Folio Number Description of Work - i . \ F � : GL . i Lot Bloc!- C,' Cv f i a.0 S Subdivision B PG Current Use of Property C" - " ,'' N't :a3 AV 1 i Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Apt. City PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. Zoning Linear Feet T T. a PERMIT APPLICATION Zip Square F\ 3o Value of Work Tax Assess- .- ppraised value Flood Zone Base Floor Elev. Floors ENGINEER Name License No. Address Telephone Fax ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QT . TYPE Outlet, Appliance QTY. TYPF, 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 MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. 'I'YPIi. Generator QTY. 'I'YPF: Refrigeration, Tons QTY. 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 QTY. 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 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited 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 holidays. 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 BY 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 STORM 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 is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and 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 permits 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 %) of 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 (50 %) 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 atto s or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: . 1st S cordance wi hoosing a Co TATE OF 22 Signature of 0 SEAL: et, 1 Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in S tion 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and r. A, COUNT •F MIAMI -DADE Print Name Sworn to and subscribed before me this day of e of Notary blic .State.of, Florida JOSEPH F7AVITZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC82852.5 MY COMMISSIori EkP. APR. 21 003 Personally known OR, Produced Identification 1 STATE OF� , TY -DADE %e o Contractor ualifier TY10 * Print Name Sworn to and subscribed before me this 1 + day of 1 n V D ) 2 a 00 INAA_ 5Lx ))9_ Signatur of Notary Public - State of Florida SEAL: ort • Mona Smith - Deleon 7, • My Commission 00072699 �i .Expires November 15, 2005 PERMIT APPLICATION Personally known I OR, Produced Identification Type of Identification Produced: Type of Identification Produced: 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: M1AM1 -UADE lac PRODUCT CONTROL NOTICE OF ACCEPTANCE Approved: 05/20/1999 baternet mil address: pettmssteribuitdia•eodeanlioe eom MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33134 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECI1ON (305) 375 -2527 FAX (305) 375 -2558 PGT Industries 1070 Technology Drive Nokomis FL 34274 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of (305) 375 -2902 FAX (305) 372 -6339 sprior A.4 710Aluminum llorizontal Sliding Window - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use ofAlte a ttriafs and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) tinder 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 will be incurred by the manufacturer. Acceptance No.:99- 0204.03 Expires:05/20/2002 Raul Rodriguez V — Chief Product Control Division THIS IS THE COVERSREET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMIVIITTEE 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. rancisco • uintann, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Samepa =e: bttp://www.buildineodesitlise.ctos Lrilk PCT Industries ACCEPTANCE No.: 99- O2041_O3 MAY 2 0 1999 MAY 2 0 2002 2 of 3 - APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 11 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance,, designed - corm ,ply - wilt ,E --Sou Florida - Building, -- .cde -(Cp. 199a F.ditinn z Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Dtsign Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series HS 710 AIuminum 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 1 through 3 of 3 dated 2/16/98, revised on 1129/99, 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 shalt 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 beat a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREIVIENTS 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 order to properly evaluate the installation of this system. Manuel P rez, P.E. Product Con xaminer Product of Division PGT Industries ACCEPTANCE No.: 99 -0204.03 APPROVED MAY in I* EXPIRES MAY 2 0 202 NOTICE ( ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight$) years. 2. Any and all approved products 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 Acceptance 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 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 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 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 Acceptance 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 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 I, 2 and this 1 ge 3. • Manuel erez, P.E. Product Contr ntr aminer Product ntrol Division END OF 'MIS ACCEPTANCE 3 of 3 -�-1 I-- .705 .062 2.784 J 1.187 0 FLANGE FRAME JAN 6063 —T5 ALUM. 737 0 5/ GLAZiNG BEAD 0 FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL -1969 1.187 I 0 FIXED MEETING RAIL 6063 —T5 ALUM. .062 .723 .688 --► t- t 0 WIND LOAD ADAPTER 6063 —T5 ALUM. .062 1 .062 1.183 1.403 1.349- 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. 1.373 .062 1..273 2.710 0 FLANGE FRAME HEAD 6063 —T5 ALUM. FAT INDUSTRIES 1070 'TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 R7vso By: tote: F.J I/ /5/0 Rend tn: r� F.K. 5/22/02 Drawn F.K. 1 7/2/07 S.ritn//+odet: NS -770 A00FI) SHT Revisions: C—NO CHC THIS SHT rnt<: ALUMINUM HORIZONTAL SLIDING WINDOW EXTRUSION PROFILES Scale: Shut: NTS 4 el 4 PRODUCT REVISED Balding No EIPt+adt Kam/ Dade Product anntnl! Division Droving Mo. 4112 2 1.081 1 SASH MEETING RAIL 6063 —T5 ALUM. Robert L. Oark, P.E. PE 09712 Sizziampal 1.187 .062 1.970 .062 1.349 1.291 0 SASH SIDE RAIL 6063 —T5 ALUM. .062 - -11- -- 2.094 1.122 �-- 2.710 0 FLANGE FRAME SILL 6063 -75 ALUM. we dr Iu n. iP . APPROVED WOOD BUCK .'.. v 3/15" DR 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) 1 1/4" MIN. 1/4" MAX.] SHIM TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW APPROVED 2x WOOD BUCK 1 1 1/4" MIN. 1/4" MAX.J SHI M #10 WOOD SCREW 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1/4" MAX. APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING _ - :ter r #10 WOOD SCREW APPROVED 2x WOOD BUCK TYPICAL SILL SECTION SUBSTRATE ANCHORING APPROVED 2x WOOD BUCK NOTES: 1 1/4'' MIN. 1. USE ONLY MIAMI —DADE COUMY APPROVED ELCO OR ITW TAPCONS_ 2. REFERENCE TEST REPORT: FTL -1969 ot • TYPICAL S1.1 SECTION WOOD ANCHORING SHIM Robert L Clark. P.E. PE #39712 INDUSTRIES 107D 'TECHNOLOGY DRIVE NOKOMIS_ FL 34275 P.O. BOX 1529 NOKOUIS. FL 34274 Re+Yd F . Rev B' Orgwn e' 0.8. Ogre: 1 7/5/01 5 22/02 note: 2/16/98 Rgv;sia ic: UPDATED Rrs : AX TAPCON DESIC. PRODUCT ItEVISEI) as complying with tAt tlnrida: tiuWiny Gel Aazcrtence No Espizetpnn IMIz iaocl Dade Product Wido 02 ton: ANCHORAGE rte: ALUMINUM HORIZONTAL SLIDING WINDOW Serie /Modm: HS 710 Scare: NTS Sleet: 3 of 4 'Drawing No. 411 Rev: e TYPICAL JAMB SECTION WOOD ANCHORING EXTERIOR MAX. HEI3-T MAX. FIXED LITE DAYLIGHT OPENING ROUGH J OPENING RO'JCH OPENING VERTICAL SECTION MAX_ VENT DAYUGHT OPENING ROUGH OPENING 2.784 1 /8' ANNEALED GLASS -- MAX. DAYLIGHT OPENING ----I d .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1/8" ANNEALED GLASS — MAY. WIDTH 1 /2" GLASS BITE 2.643 --� HORIZONTAL SECTION EXTERIOR MAX. DAYLIGHT OPENING 1/8" HEAT STRENGTHENED CLASS 1 /8" HEAT r .09D INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) STRENGTHENED GLASS — GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS .7C5 2.784 ROUGH OPENING .500 1/2" GLASS BrrE Rohm L Clark. P. E_ PE X347]2 I'GT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOIJIIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revze 8r F. K. FZ Drawn Pr D.B. DescrOtion: Tiffs: Suir4114oact: HS -710 Date: Revi.kom 11/5/0 1 ADD GLASS DETAIL Dote; Revisions: 5/22/021 C — NO CHG THIS Sf17 Data: 2/16/98 Swot,: NTS shut: 2 of 4 . SECTIONS & GLAZING DETAIL c ALUMINUM HORIZONTAL SLIDING WIND Drying No. 4112 PRODUCT REVISED as c layd jfa1 Mt! t!. Ran& a.i<Ilas coda Aat•ptaatc Na Expiration Da OW ., DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) [ WINDOW R WIDTH WINDOW HEIGHT 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 B 1 53.125 A A B B B 63.000 A B B B B 74.000 A B B B B LARGE MISSILE IMPACT WINDOWS 1 _ GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" (.35D) LAMINATED USING MONSANTO SAFLEX PVB OR DUPONT W/ 3UTACITE INTERLAYEr BETWEEN (2) LITES OF: A 1/B ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE 8 GLASS TABLES B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3. HEAD & SILL: MAX. 6" FROM CORNERS. MAX_ 4" & r?" ON EACH SIDE OF MEETING RAIL CENTERLINE_ MAX. 15" SPACING. JAMBS: MAX. FROM CORNERS_ MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NC SHUTTERS REQUIRED. 6. REFERENCE TEST REPORT: FTL- 1969 58 ,/4" MAX FIXED UTE DAYLIGHT OPENING 3" MAX HEIGHT 74" MAX WIDTH 33 5/5" MAX 33 5/8" MAX I-- DAYLIGHT — DAYLIGHT — OPENING OPENING J ELEVATION x ITEM 1 2 FIXED MEETING FLAIL (Alum. 6063 -T5) 3 SASH MEETING RAIL (Alum. 6063 -T5) 4 SASH SIDE RAIL (Alum. 6063 -T5) 5 GLAZING BEAD Alum. 6063 -T5) 6 WINDLOAD ADAPTER Alum. 6063 -T5 1616 x 1.000 PH. PAN SMS 17 WEATHERSTRIP THIN WALL BULB VINYL 18 #8 x .500 PHIL Fl SMS 19 #8 x 1.000 PHIL.. P.H. SMS 20 SWEEP LATCH 21 'WEEP HOUSING 22 WEEP FLAP 23 24 25 57" WAX VENT DAYLIGHT OPENING 8" MAX 1 . j 8" MAX 4" MAX --! 4" MAX SEE NOTE 4 ON 'MEETING RAIL ANCHORAGE ROLLER HOUSING BRASS WHEELS DESCRIPTION WEATHERSTRIP - FILEV:NSEAL 26 SI_iCON 27 I WEATHERSTRIPPLILB VINYL Robert L Clark. RE PE :39712 r i.ttflt_'fel 612228 612229 612230 6534571 612236 6TP247 1 1 1 8 7 FLANGE FRAME HEAD (Alum_ 6063 -T5 ) 612237 8 FLANGE FRAME SILL (Alum. 6063 -T5 ) 612238 1 9 FRAME SILL ADAPTER Alum. 6063 -T5 612239 1 Itr SASH lOP7BOT RFj1 rr1- J = 1ki 6UDI5 612241? 2 11 SCREEN RETAINER ;Alum. 6063 -T5 6532377 1 12 5 16" .350 LAMINATED USING 2 1 8' ANNEALED GLASS 13 5 16 .350 LAMINATED USING 2 1/8" HEAT STRENGTHENED GLASS 14 ANTI -LIFT CHANNELJAium. 6053 -T5) 612244 1 midspon o vent) 15 10 x 1.000 Ph. FI_ SMS 710X1 4 ( Windlood Adopter screws) 7SX1 PPA 2 (for anti -lift channel) 7856A 2 (Sweep Lctch screws 4 (when using 2 Sweep Latches) 78 1 P0A 22 (Frorne/Vent ossy. screw 71096 1 11.5" from ends - vent mtg. roil 2 if height is >=-- 42") 70250 3 1 ®midspar, /2 1/4' 73251 3 i s�mid =_pan /2 1/4" ,2 7BRWHL2 4 (2 per Roller Housing) 61062W 2 ( ®vent top /bot rolls & mto. roil) 62899 6TP249 ,1 (® vent jamb rail) I TT INDUSTRIES 1070 TECHNOLOGY DRIVE NI:4{0 S. FL 31275 P.O. BOX 1529 NOKOI.05. fl 34274 QTY./LOCATION mids. of frame sill 1 o er Glczinq 8eod eo. end of vent to roil Acrid 8y: F.K. Rersd may: F. K. Drown By: D.8. Series /':nark HS -710 Dale: 11/5/07 Date: (/29/99 Doti: 2/16198 from ends) from ends) Scala: NTS ALUIJAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUM AX ALUMAX ALUMAX LIEU,AAX ALUMAX ALUMAX FASTEC Rrrisionr: UPDATE FOR RENEWAL Revisions: C -N0 CHG THIS SHT Sheet: 1 or 4 VENDOR VENDOR i AF -1222 5 (AF -1222 -B AF -1222 9 MERCHANTS FASTENER AF -1223 0 AF -1223 6 AF -1224- . TEAM PLASTICS TP -24 MERCHANTS FASTENER MERCHANTS FASTENER MINSATURE DIE CASTING MASTER TOOL MASTER TOOL 7 -M10- 251 MASTER TOOL 70312 VINYL - TECH /P.C.T AF -53LS 71 AF - 1223 7 AF- 8 223 At_ (22�I 11 AF -5323 77 PGT.214. D<X 7 -M10- =50 SCHLEGEL CORP_ FS7826— 187 DOW CORNING 899 TP -249 jTEAM PLASTICS Pk(A?t;c7 ItEVISEI) aumaplylog with tic f]nrictt %Iran Cudc Aaciguitor No 0 Faptrattoil i 'pr. •L. t iarl Dock Rod' lltdokm Description: OX ELEVATION & B.O.M. (LG. MISSILE ALUMINUM HORIZONTAL SLIDING WIND (Y# Drow 4112 RS af: C Ir7 tlso' m0 WI+ Ub i mr From: JOSE J PERDOMO To: MONA MI A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Date: 9/17/2002 Time: 4:01 :40 PM Page 3 of 7 MIAMI -DADE COUNTY. FLORIDA MI RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 161)3 MIAMI, FLORIDA 33130 -1563 (305) 375 -7901 FAX (3(15)375-29H PCT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issucd under thc applicable rules and regulations govcming the usc of construction materials. The documentation submittcd has bccn reviewed by Miami -Dade County Product Control Division and accepted by thc Board of Rules and Appeals (BORA) to be used in Miami Dade County and othcr areas where allowed by the Authority Having Jurisdiction (AH1). This NOA shall not bc valid after the expiration datc stated below. Thc Miami -Dade County Product Control Division (In Miami Dade County) and/or thc AI (in areas othcr than Miami Dadc County) rcscrvc the right to havc this product or material tcstcd for quality assurance purposcs. If this product or material fails to perform in thc acccptcd manner, thc manufacturer will incur the expense of such testing and the AHJ may immcdiatcly revoke, modify, or suspend thc usc of such product or matcrial within thcir jurisdiction. BORA rcscrvcs the right to revoke this acceptance, if it is determined by Miami -Dadc County Product Control Division that this product or matcrial fails to mcct thc requirements of the applicable building code. This product is approvcd as dcscribcd hcrcin, and has bccn dcsigncd to comply with thc High Velocity Hurricane Zonc of the Florida Building Code. DESCRIPTION: Series "PW- 701" Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. 4214, titled "Aluminum Fixcd Impact Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 02 -16 -93 and last rcviscd on 09- 09 -02, signed and scaled by Robert L.Clark, P.E., bearing thc Miami -Dadc County Product Control Revision Stamp with thc Notice of Acceptance number and cxpiration date by the Miami -Dadc County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, statc and following statcmcnt: "Miami -Dadc County Product Control Approvcd", unless otherwise notcd hcrcin. RENEWAL of this NOA shall bc considered after a renewal application has bccn filcd and there has bccn no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after thc cxpiration datc or if thcrc has been a rcvision or change in thc materials, usc, and/or manufacturc of thc product or proccss. Misusc of this NOA as an cndorscmcnt of any product, for salcs, advertising or any othcr 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: Thc NOA number preceded by thc words Miami-Dade County, Florida, and followed by the expiration date may be displavcd in advertising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. INSPECTION: A copy of this cntirc NOA shall bc provided to the uscr by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA N 99- 0213.01 and. consists of this page 1 as well as approval document mentioned above. The submittcd documentation was reviewed by (shag 1. Chanda, P.E. NOA No 02- 0716.03 Expiration Date: October 03, 2007 Approval Date: October 03, 2002 Page 1 04/14/08 12:07:21 941.480.1900- 1FB - >305 273 4201 Page 882 MIAMI - MIAMI -DADE COUNT', FLORIDA METRO -DA.DE FLAGLER BUILDING WILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGI,ER BUILDING 140 WIIST FLAGLER STREET, SUITE. 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 PGT Industries CONTRACTOR LICENSING SECTION 1070 Technology Drive (305) 375 -2527 FAX (305) 375 -2558 No komis FL 34274 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series PA✓ 701 Aluminum Fixed Window - Impact Resistant (7/16" Laminated) 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 will be incurred by the manufacturer. Acceptance No.: 99- 0218.01 Expires:05 /20/2002 Approved: 05 /20/1999 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 Conurlittee to be used in Dade County, Florida under the conditions set forth above. -7 rancisco Quintana, R.A. Director 1 of 3 Miami - Dade County Building Code Compliance Offl PGT Industries ACCEPTANCE No.: 99- 0218.01 MAY. 2n 1999 irunova • 2 i }f3 APPROVED . EXPIRES MAY 2 0 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum fixed 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 Series PW 701 Aluminum Fixed Window - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4214, titled "Impact Picture Window (0)" Sheets 1 through 4 of 4 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 fixed 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 order to properly evaluate the installation of this system. --)/ i- ' �/ 4, azt Manuel 'ercz, P.E. Product Ol Examiner Product ~ -ol Division PGT Industries ACCEP'T'ANCE No.: APPROVED DOILIES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be_perinanently 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 Acceptance 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 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 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 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 Acceptance number preceded by the words Ivliaini -Dade County, Florida, and followed 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. "1. 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. '1 his Notice of Acceptance consists of pages 1, 2 and this 1agt page 3. 99-0218.01 MAY 2 fl 1999 MAY 2 0 2002 Manuel erez, P.E. Product Co t`o Examiner Produc • trol Division END OF THIS ACCEPTANCE 3 of 3 1 /4 TAPCON (SIT NOTE 1) 1 /4 " a 1 1/4 MIN. 4 a a 4 4 d INSTALLATION OF 1 x WOOD MAX. BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. TYP_ HEAD SILL JAMB NOTES: T. USE MIAMI —DADE COUNTY APPROVED ELCO OR 1TW TAPCONS. 2. REFERENCE TEST REPORT: FTL— 1977 114 PANHEAD f/f/ Robe.' 1, . Ow*. P.C. Pt /39712 Struc twat 1 /4" MAX. TYP. HEAD. SILL JAMB INDUSTRIES IOM rrc 4Ncx p r £W VC rrorrOwns. a J4273 P O. 901 1329 M(OWS, F 34774 r r /2 " MIN_ 0.8. rdf. 3...r./1sseH: PW-701 a d Revs o Dolt .. er... —. F.K. 9/9/02 r -CAC SCFPS 10 pi 864,E P Dolt Pr +.s•. F.K. 13/13/02 ( F;iCK NOTES Arse Pr Per. Pr...a»i F.K. 7/10/02 D-NO DC 11e5 S' +T 4e ..! Pr ' lief.' Pt►s.c..s F.K. 5/9/02 ADD 1/4 LwCON d• NOTE *,.,A P7' Deft- Pr -s•e"s F.K. 1 1/6/01 18 Asr NOTES Ae.i4 'Pr .. s krae- Ar..re - . 0.B. 1/29/99 oef ;6/98 ANCHORAGE INS TALI.ATION Of 2 ›- W000 DUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY SLOG. OFFICIAL. ALUMINUM FIXED IMPACT WINDOW NTS y..eJ 10 « 4 4 4214 e. rn mo oe CD 0 MAX. EX (rrlQR MAX. DAYLIGHT OPENING = WINDOW HEIGHT - 3 " VERTICAL SECTION 1ORI7ONMI_ SECTION MAX. DAYLIGUT OPENING WINDOW MOTH - 3' MAX. WIDTH EXTERIOR J /T6 HEAT STRENGTHENED a 7/16" GLASS BITE Arvid Pr F K. A.. e er. F.x AM.fa er F, K. Rr.sa F.K. .7,X- 7//e Aott.1 L. Cb•A, P.E. PE 139712 INDUSTRIES yam rrct.NococY oRrvc Nokomis. R .34273 P C. ear 1319 NarO417S. R 3477 J/16 HEAT STR£NGTUCI:£D _090 INTERLAYUR (SAFLEX BY SOLLNIA OR DUPONT 14 /BUTI.CITE) A.•sa Pr. F.K. arna Or 0.B. be.n er 0.8. it GLAZING DL 7/76^ LtomNAiED GLASS ool. 9/9/02 F-410 riff, THiS 9(7 De.. 8/13/07 E =CHC MFR /. A• PESC 0011" P .w.o^. 7 /10 /07.f?- FE IJO:f J EUPER 0PL Dal.: P ....e�1 5/9/02 ADD TFu GI ASS Doi. Pms�s' 11/6/01 Tfl d GIAZJNG DET 1/29/99 i►tii 2/16/98 SECTIONS &- GLAZING DETAIL i 2 R. 1 fi4 ALUMINUM FIXED IMPACT WINDOW 54 N T S i o' 4 1 tc 4 7 74 F ITEM 1 4 DES CRIP TION From Head & S;11 Frame Jambs .688 x .500 Channel Gloz. Bead Scam Seater `. Closed Cell Faam Tape 6 pi 1 11X1 1'h 1'n. f;M S 7 ' S +I,con f3ack bedding 8 r_______ 7/111' (2 5i) w / SQLtitbi 1M 0 7/ 16 -7--- ( 4 5 W /ou r l'vd 10 1 - x -- .875' - Ph - .' . FI T Sen lap 14411 RI AYFR 1NI1 .QLAYER V.I./ O TY./LOCATION .688 O FRAME HEAD & SILL 6063-T5 ALUM_ 6 612242 6533402 6SM55W 61308 /811)0A 62899C 7PWS W Robed 1. Cb*L. P.C_ PC 139717 stntela -0 2 4 4 (between bead k (Voss) 13 (Frnmc A.sy. frcrcw:) 1 co. Bead s crews. 2 f2 from .312 2.784 RAT INDUSTRIES P.O. 001 1379 N0KOwS. tl 34274 Sew 1/16coSet: PIN-701 end, 20 .312 .874 1-- O FRAME JAMB 6063 -T5 ALUM. Re.le Or F.K. Re.se Zy - Oat, F. K. 8/13/02 RrrsO e Dole: F.K. 7 10/02 � IFr.sl 9p. r F. K_ 5/9/02 Rnme Elect: F.K. 1 r /6/0 I Rpm, By 0.8. i 1/29/99 M+e 0.9. 7/ 16/98 ,41tJmnr Alt jrn / v 'Chorc - 1.'o!Chenef 51,4 - t,r.•. �tvntS I ., •. t.••rr.: flow Corning 17.1? C: 77 P f: ccnter[ Fos!rc Dele P..•,,-. 9/9/02 F -f:C C4G THIS SHT R ya .. £ -ADD D11.1 , DW1[NT. RMr<.`I D - CHG TNIS 5 ir.ne^s NQ CHG THIS Stir Mc.rso•s • 78 rsr ADD £XTR tr -1-- .062 688 }-- -- .500 O GLAZING BEAD 6063-T5 ALUM. EXTRUSION PROFILES B.O.M. NTS 2 e 4 1 4214 V(NDOR NO. rlf' - 122 4 ! .Sr - 12242 AF - 533407 SM5504 1.3fifi 1070 TCCMN+o(OCY ar 1 ALUMINUM FIXED IMPACT WINDOW ? KOSJ+S. fl 1{775 5 COMPARATIVE ANALYSIS TABLE 3. F i L -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7116 LAMINAIEO 13 - NS. 090 - .3116 - 1-IS) W1NO0 Y. WIDTH WINDOW HEIGHT 76 000 78 000 - 80000 84 000 T 900 0 95 000 NEG POS NEG POS NEG POS NEG - POS ' NEC POS NEG P05 41 000 -90 0 90 0 -90 0 90 0 -90 0 90 0 -90 0 900 -90 0 90 0. -90 0 90 0 42 000 -9C 0 sob -sop 90.0 -90.0 90 0 -90 900 -90 0 90 0 -89 3 89 3 43 000 -9C 0 90 0 -90 0 90 0 -90 0 90 0 -90 0 90 0 -89 7 89 7 -86 5 86 5 44 000 ■ -90 0 90 0 - 90.0 90 0 - 90.0 90 0 -90 0 90 0 -87 3 87 3 -84 0 84 0 45 000 -90 0 90 0 -90 0 90.0 -90 0 90.0 88 1 88 1 -85 2 85 2 -81 8 81 8 46 000 -9G 0 90 0 -90 0 90 0 -90 0 90 0 -86 7 86 7 -83 3 83 3 • -79 8 79 8 47 000 -90 0 90 0 -90 0 90 0 -87.8 87.8 -85 2 85 2 -81 6 81 6 - 77 3 77 3 4 8000 -90 0 90 0 -87 9 87 9 -86 3 86 3 -83 6 83 6 -79 9 79 9 - 74 8 7 fm MAX wet 17)Ow I it ICI ►T 9.5 MAX. DAYLIGHT OPENING --- -�--.- 4 R - MAX. wlr7DOW worn 45 MAX. DAYLIGHT OP£?IIIG t3 1/4 MAX. O.C. w/ TAPCONS F 11 1 /4" AAA. O.C. w/ /14 SCREWS 6 3/4" MAX. 17" )LAX. O.C. W/ TAPCONS 13 MAX. O_C. W/ /11 SCREWS n LARGE MISSILE IMPACT WINDOWS 3.) GLAZING DETAIL: 7/16' (.454) LaM!HATEO GLASS CONSISTING OF 3/16 HEAT STR£NGTH[UEO GLASS I:7111 41; Of:0 +NIFRLYER or SAFLEX PvB IY SOLUTMA OR DUPONT WITH DUTACITC AND J /!6 HEAT STRCr:GTH£IJFD GLASS 7.) COtJFIG LIRA DONS: O J.) DESIGN PRESSURE RATING: SCE TABLE 1. 4.) ANCIIORAGC: (5EE CM000MCNT DETAIL SHT- • Or 4) MAX. 6 1/4 - FROM EACH CORNER (HEAD & Sit! ) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. O.C. AT IITAO .sr 5111. - 17 w/ 1/4 - TAPCONS Max, O.C. AT HEAD dr SILL = 13 w/ /24 SCRCwS MAX. O.C. AT JAMBS = 1.3 1/4 w/ 1/4 TAPCONS MAX. O.0 AT JAMBS = 1 i 1/4" ti'/ /34 SCREWS 5) SHUTTER R£OU/RCME'IT: NO S►IU77CR5 REQUIRED 6.) REFERENCE TEST REPORT: F7L - 1971 7.) INSTALLATION OF Ix OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND 10 0C REVIEWED 8Y BUILDING OFFICE_ Aoot -1 1.. Oo,b. i ( ,39712 54 ir...t fry. F.K. R...t try. F.K. Arvid Pr F. K. Ir...e Dr. F.K. '•mot by A.vft Byc 0.8. 0.... Br. INDUSTRIES D.8 s1a t 9/9/02 tart 8/1 3/02 Del. • 7 /79/02 5/9/02 Dmt t t 610 Doti 3/29/99 dote 2/16/98 ELEVATION 0,.,. Ms 3- A1145£ 4t104]4S SFACl+r 1- IPTMSF AIx3 d & T5 D- REMOVE TE47PEP CPI C - ADO COMP. 4t.. !Aa C B -TR k ADD EX 1010 ircuNotOGY 27N75 ALUMINUM FIXED IMPACT WINDOW P.O 90r 1579 NOKOU/5, 7l .!4774 S.tfrs %+weer PW— 701 Se xy NTS SM*t .._ _ . 1 4 Dna.-^‘ 4214 M 1 A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) . T72AC° Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee ( BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration date stated below. The BCCO (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 AH1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that thin product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "Alui iinum Tube Mullions," prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 99 0104.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 01- I218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 ANCHORS T'P; i 1 �\ i 1 \ \ \ I . r. t \` • 2 ,: 2 X 1 /8" I"1 1, \ 1 ALUM }, ALUN L 1 1 2/ ANGLE 1 . • r r5 i .___ __F 7: - -5 - --:- F- -1.40.1.10N MULLION 2 X 2 Y. 1/8" AL1341 ANGLE r MULLION 2 X 2 X ? /E" ALUM. ANC= r 2 -5/5" LONG 2.ADD r , L , 14 S.M.S. : -3/2" MIN. EMBED WO WOOD 3/ ANGLE Z3 • I f! 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS WARBLE SILL t,--- . OR TRIM -` -- 3/16 D31. TAPCDN PRECAST CONC. —3- i /2" 143N. , IG SILT r i/ ANGLE 2 X 2 Y. 1/8 ALUM ANGLE 14 S.M. 2/ ANCLI . -_ - - .ice-- -.�-.. I - MULLION 1 .7 . 1 .1 8 } -i25 TYF. 1° - 1.1 41 -1 3.0DD 1 MULLION CLIP (ALT. TO A C-L.) THIS CUP TO FLOAT INSIDE MUWON (34D SIDE * A Th3' ERS REOD.) ANCHORS Th'PE p , .e • L g 14 S.M/ 1- i /2" 1,11N. EMBED INTO WOOD 2/ ANGLE r On. HUW',YOUN FAR?ODQ STRUCTURES flJ PE 3? 15557 DEC 1 2 7001 a MUWON I; UL101,' ANCHORS '��'�'•f 3 • r 1 C. ■ 1!• : E-1.?1:' ANGL; IILL:::;13WRY 17 i O i l I , i > J O ,. li ii- 1 ID �' o f r t.) a . i• • I f4 .- -r °:. y . I O N dI - 2 ; ci) : 0 r . 5f _ A r -' a: u,. � 1=! J J� L 6 I' .3 `25 3i 1 t 3 2 X 2 Y. 1/8" ALU3,M Mar n' )J,S 3 kla S. i i ly:111Di�3l3llli ;a11111'.�:. J 4 GL . - - - - -- ---' -1 19/-1 7tTCDA' - ] - i/ 4 1 iiht. 3J b$LD y II , .2/ ANGLE 2 X 2 X 1/8" ALUM 5 -5/5" LONG MAX. PRODUCT RENEWED ACCEPT:INCENo. O 1 -17-1 9' °I £g'ia nONDAi • u6 P S- i;L tX3NTRO D! SIO3: BIM 7/1NG MDE W UP3'TOz OF EC_;- r i ii3i1I11111111111� .]111;111: CONCRETE O3: cowc. 3"AL ED ?LOCKS WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. 0 0, L 0 0 in 3 a o a a, b nr a 1 ,+ ° 1 13 II [ 0. 8 7 A . 1 .. ...• 3 I i i i 1 i • i ..", .....' . -; LET F-6 . 1L S:r-4171 \ il , \ I i \ 1 1 • 1 I I I I -- • r-1 ‘ i \ \ I - 1 - 1\ I .._±, I I 1 \ ) 1 1 I \ , • \\ \ 1 i \ i 1 1 1 1 1 HA gPL2 • - 3 - 1 - 1 :--; \ 1 J ‘ .1 I \ I i k . 3 L Imrnr \ ll?- 3 ./id - v \ 1 1 J - f s iN 11 f\--- I 1 2 3 2 JAI 3 ]\ \ H 1\ 1 \c I\ \ $ s 1 -1 0 3 1 \ \ \ 14 • 4 f\____) % '\ I k 1 --\-7 '' 1 \ N \ 1 1 1 1 1 I 1 \.. \ I 1\0 .1 l. i\ 1 4 . 3 \ _ \ , 3 \ 1N ' . ' ; i\ , \ 3\ i *4 I':-="7•1 1 i 1 , 3 s .., \I N. N ., '': ;:z).Vf.: fiL1Y. Tiff ..-.; /71 TTLI i T.Y, ; 1 lyrri F-6 . 1L S:r-4171 \ il , \ I i \ 1 1 • • i 41 FTI r.AT r 7-'i ---c-i-T ‘ i \ \ --4 1 - 1 - 1\ : ii , . \ , , a 1 I \ • \\ \ 1 i 1 71 \ \ • \ 3 1 . 3 L Imrnr )■ - 1 - f s iN 11 f\--- 1 f 3 . ' 1\ 1 - in $ s ! 14 1 1 k 1 --\-7 '' 1 \ \ N --ci .._ \ 1 1 g ), 1 i\ 1 4 . \ _ \ , 3 •,, 2 ' , 3 0 1 .4 \ , 3 s .., \I N. N ., -' .1. 1 1 , _1 \,3ZB \ 1 2 \ fN i N I . ...... 1 I 1.i, I 1 7 ' : I _1 L 7---n Ur, . 7' • ih'..1 f lyrri I I 2 1 I - 1 - I ( •. 1 1 FTI r.AT r • • I I -7 ...i : ii TPi 7 -1 - 1A1 - 1 111171 )1 . 3 L Imrnr i -v 1 ---1-tr 1 \ - 1 1 1 71 1 1 $ s 1 31 f \ - 1 1 1 1 - , ) 3 N • 1 1 111 2 ' , 3 0 1 \ 2 \ fN i . ...... 7 ' : I l \ i-- \ ,- , ,!4\iii.i 1 lyrri FTI r.AT r 111171 )1 \l 11 k ! i L - H--mii- 11 1 a 1 - 1 i • / 14 Ili 1 \ - j i ,11 ,-, D-5/p uLt przi , k A , _____Is\ \ - 7 \ 371 k s. j k F.14. A.. I \ .. \ )3 \ I\ 1 \ _A RfTk J 1 \ 1 , 3 \ . 1 E_ 1 \ 1 . N 1 1 i\ 1 --,... j i 1 , - 3\ ,,Z!\ I ' N, 1 1).iii 1 NWIS NOIT11111 lyrri FTI r.AT r 111171 )1 111 r7 • 1 1 1 Ii .214:- TYPE A .-.:c7-i... 1 4 11 A I . 1 \ i !'\\ N rR 3, , ,, \ 1 , \ iR 131111010/111151111111111111111111 I ni I I i II LW I 1 I I OE I I I IIIIIIIMMEMBIll k WINIMMINII VIMM.IMMIlli Itt111111M.... ■_ bk.._ 1 I 1 , 1 3 I pill 111/ 1 411 lila I\ \I \ I 1 1i ANCADR2 TYPE 2 i t 1 I \ 1 1:1 $ 1 \ \ 1 a\ \1\\ 1 1\ \ \ \ k 3 \ \ \ \\ 5\ \ 1\ k \ ILIMMLIIIMI11111111111111011111 '7 I \ 1 \ \ 1 \ \ , "•-• - Vallek1HERIEUMMI 1■1011111111EIMM 1111111MBRESIMIIII VIVIRIEUILIIIMMIIII letatirellirlinali 111111111MILMNIMEIMMI MINMOBRIAM,,, IIVRAMIIIIMIE ... ... _ 2e 53 4a 5.E1 bil 70 fi R \I\ \I \ I \ , \I V7.4 INA I\ _ 1 I \\k \ \I .\I \--: \, v \. 1 1\ i \{ MUM 8411 111RIM WILIMILIERUL. 1 I 1 N 9 \I N 1 VIM \ 11111111.11MEIB 111111111111‘11111LIESI 11111111111k1Malik, 111111111111111111MMIL. ' 111111111111ENIE. 11111111111Ebk. _ ANCHORS 'TYPE C 1 RErT-E • l NWIS NOIT11111 lyrri 111171 )1 111 I\ \I \ I 1 1i ANCADR2 TYPE 2 i t 1 I \ 1 1:1 $ 1 \ \ 1 a\ \1\\ 1 1\ \ \ \ k 3 \ \ \ \\ 5\ \ 1\ k \ ILIMMLIIIMI11111111111111011111 '7 I \ 1 \ \ 1 \ \ , "•-• - Vallek1HERIEUMMI 1■1011111111EIMM 1111111MBRESIMIIII VIVIRIEUILIIIMMIIII letatirellirlinali 111111111MILMNIMEIMMI MINMOBRIAM,,, IIVRAMIIIIMIE ... ... _ 2e 53 4a 5.E1 bil 70 fi R \I\ \I \ I \ , \I V7.4 INA I\ _ 1 I \\k \ \I .\I \--: \, v \. 1 1\ i \{ MUM 8411 111RIM WILIMILIERUL. 1 I 1 N 9 \I N 1 VIM \ 11111111.11MEIB 111111111111‘11111LIESI 11111111111k1Malik, 111111111111111111MMIL. ' 111111111111ENIE. 11111111111Ebk. _ ANCHORS 'TYPE C 1 RErT-E • l NWIS NOIT11111 lyrri 111171 )1 111 \I\ \I \ I \ , \I V7.4 INA I\ _ 1 I \\k \ \I .\I \--: \, v \. 1 1\ i \{ MUM 8411 111RIM WILIMILIERUL. 1 I 1 N 9 \I N 1 VIM \ 11111111.11MEIB 111111111111‘11111LIESI 11111111111k1Malik, 111111111111111111MMIL. ' 111111111111ENIE. 11111111111Ebk. _ ANCHORS 'TYPE C 1 RErT-E • l NWIS NOIT11111 lyrri 111171 )1 111 V 1 2 2. 2 23 1 2TICAL MULLION GLAZING' PRODUCT 1 - It ANCHORS .2....S OR C .1 W1 122'2 t. rg a. . NWIS NOIT11111 21 z.=2, 4.1.2' BE ±f3 70 82i TRIBUTARY VIDTti - IND1IEB ANcHoRs TYPE A.S. OR C:1 TRIBUTARY WIDTH ANCHORS r TYPE AB, OR C L 1 .1F.2. 2 bri.P.r;! GLAZING PRODUC.1 GLATN. PRODUCT 1 PRODUCT 1 1 11 1 1 1 i4.1J3_130N SPAN W1 + W2 2 HOP-27ONTAL MULLION • " ; 111A1CHDRE 1 , A.,B C 11 1 11 1 2i3 2B Z3 EB LE 13 7. 233 TRIBUTARY * CD ra! c:p.0 2ei 332.1 40 =0 EZ EZ TRIPUTARY WIDTH - INCHES; TYPICAL MULLION ARRANGEMENTS ANCI - LOA.D CHART . • -.J 2 H LIJ L) T.9 2E1 I 7 1 - _;N I 1)J$.; 2Z :..;.f3 LE '7B P.D TR_MLITARY NIM - tS/ -3 rso r1.1 LrJ CO FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3. A'J-ID _DAD GI-IART TRIBUTARY WIDTH - INCHES Be 30 AO Se be 1.g Bg TFEBUTARY VIDTH - D3Cgr_S Emir: HUMAYOUN F/.RODQ S* PF. 15557 I 7 ON L I iJl DEC 1 2 ?DM LL U3 0_ 3 t9 il I r \ . ' 13 I \ I ITT- i\irr . . 1! , 1 ■ \lilijii I 1 I 1 .- ii1 ttfr4 Li I 'IL i0 1 2--i II 0 ' • MI.JI IDN Vki AL1.1Y, 1LEL I f1t1.2 I 2e Zig 4g 53 b315 71_ Be TRIBUTARY lardy, - ar,..14Es ANCHOR LOAD CJ-:Ai 20 2B 40 GB CD 70 TRIBUTARY WIDTH - 1NCHE5 PRODIJC..1 RENEWED A.00UTINCE. No. 0 1 7/5. D3 D.GI APJ 2. 2? B3' AODUC7CONTROLDTVEM 331M-DNG CODE 0:Tha '...f , -e 1 2 -. 21 I II ! i,-1 ° I Li E- c e 1...,'11 ' ,i .t _-": • $ • • 1 ..--! 2: Z" - ; th , . ...... . , 111 ,c....f,i 21 j :.__ ,_..; r 1 - 1 u! 0 l z 0 0 II n - 1 1 .1-3 31! I D < m (.0 t r) 1.1.3 . ,_---• 30 0 -= PH 0 5 11 .9 1 -3 4.DEi5 1 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 SI,F= 4 I;.3T DD 1 TYPICAL WINDOW FRAME DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOU1RE3J,E ZTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACINC. USING ANCHOR TYPES ON SHE 5, AND ANCHOR GPAPY.S STEP 6 ON SHEET II 2, SE. ECT ANCHOR TYPE WITH DESIGNS RATING MORE THAN T3-3E DESIGN LOADS SPECIFIED IN ST-0 1 ABOVE. TYPICAL E GLAZING PRODUCT _ 1 x 1 x i,E., ALUM TUBE 1;1 'I 1 ? DD3 3 DDD _1 X 3 X 1 /16 X 1/8" ALUM. TUBE MULLIONS CONTAINING TYPICAL G'L'AZING PRODUCTS \ HORIZONTAL AL OR VERTICAL SEE WINDOW OR DDDR APPROVAL FOR FAS1 NE RS SIZES AIM SPACING Enar. DR. HUMAYOU N FAROOD USING GP.APHS ON SHUT 2 SELECT MULLION SIZE WITH STRUCTUriES STEP i DESIGN RATING MORE THAN DESIGN LOAD SPEc1?3E ESA PE 15557 IN Si Le 1 ABOVE. q �' P;','' i - IN! 7 1: ll 1 P9..; iC L r.Ii /I 1 J . r ., 1 . l : I _ ri 1 7 J 1�J ; ; 1 II , 11 , r L f 1 r 1 1 11 1 - f J t` < i 1 1 i 3 . 0 DC�' ' u; DJ 0 �. jl j ly ) _ 1 L Y 1 j • I � 117 — i �� 1 SI'_ ?J --31; 1 1 •): 4 Y 1115 i 5/32" _ A LUI,� TUEL DEC 1 2 2001 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY eNO ES: 1. ALL G1lONG PRODUCTS USED W1T3 -1 THESE MULLIONS MU57 MEET THE APPLICABLE DADE COUNTY P,EOUMREMENTS LE WIND LOAD, AIR & WATER INFILTRATION, FORCO ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MAT SHALL BE BEYOND WALL COVERNG (STUCCO, TILE ETC-) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWDNS ID BE ALLOY 5053 -75. PROD UCT RENEWED AIXEYiA cE?D. D! -[2/ . dt flLID 2 � 2007 PRODUCT CONTROL DP S5ON B P D,*NG CODE COM PD ANCE OFFICE F.X. 8A OO)' DATS By NAME: TO 0) d C( sP' Uptc lKc( ADDRESS: I Z 0 0 IU -1 C _S S , CITY: i J I I Ct 11 11 ( z • r' 5 g500 /t p O( 1- CONTRACT DATE: )1 / D / 2 - cU 2 " "� CONTRACT NUMBER: 3 V ` SALESMAN: Jo e . •U q. f STATE: FL ZIP: 3 / 3 OFFICE PHONE: 3 0 S � s - CaStkolt (( LOOKING: OUTSIDE/IN — FRONT OF HOUSE Manufacturer: 1 l,� Impact V Non- Impact Type Window In: GSD RES. DOOR OTHER Cmt. 1 0 OTHER „, STYLE: ATW(SV) SH COL. 2/2 ✓ 1/1 ✓ XO COL. XOX Glass Type: Clear Brz. S/C Lexan: Laminated: I/ MASONERY: I;+ lit, SI Z el Inside Plaster SILLS: Marble B/N Ceramic FINISH: Anod. BRONZE ttf 1\ ?_ White Esp. Block up Sq. Ft. Bin Blk 4 IN. Blk DIRECTIONS: DIAGRAM INSTALLER: DATE OF INSTALLATION: HOME PHONE: 3 05 - ` 7 s! 3 y I\uor GSD 2d2t 4d2t 3d3t 67 Grey L ILJ'4> 1 I /Outside Stucco I t [,talc' Ut :,, ph/ `L 14,3 G/ 1 i _ l 4 1 . 1 ) T L O ull Store _Alum P.W.F. View Front _moor 3/16 1/4 H.R.S.O. H.L.S.O. INSUL. OBS WHITE - OFFICE /YELLOW - CUSTOMER / PINK - SALESMAN Operators R/H UH CUSTOMER SIGNATURE Temp. DADE EZE PR7DUC1' CONTROL, NOTICE OF ACCEPTANCE 1'm' Industries 1070 Technology Drive Nokomis ,il L 34275 The expense of such tcstiig 'vi 11 be incurred by the ;nanufacturcr. ACCEPTANCE NO.: 01-1108.07 I.XP1RES: 01/28/2{)117 AP1'ROVI�,1) :_ 12/27/2001 11045000 ttpc2000 \ltemplateS\notice acceptance cover page dot Internet mail address: posimastr.r.r huildin;coticuuline.t:ou) )11I:11 \' I - DAl)E COUNTY, FLORIDA METRO -DADE l"L\GLI':1; BUILDING 131.11.111N(; CODE ('O \I1't.LA\'(•I: OFF1('I': \INI I I. :1(;1 I11 :11.1)1 \ ti 1.111 1\•I•a 1' l llt;li {1( S'I'hlai'!' �1 Ir:(i+ 111:\ \II,11. )R11):\ J1)u•i () )5)375,2901 1' :\X 131)5/ > (' r."170('r()It 1.1('1 .\ I. \(: SF( 0 l 0051 57 3;.ti ( '():N • 1l( :1( "1'()1( FNl:0I0:1 :.111• :.\ r 1)l\1.4 (1.\ 003) I'A N {.11151 .17 t.? liN 1'1t(11)1 :("1' ('() \l 1(()1. 111 \'Itil()\ (105) 373-2002 FAN (.105) 172.t,119 Your application for Notice of Acceptance (NO/1) of: Aluminum Casement \Vindolr Impact under Chapter 8 of the Code: of N -Dade County e.overnlm.; the use of Alternate \materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-m)ade Count)' BuiJdinit, Code Compliance Office (13CC)) under the conditions specified herein. This NOr\ shall not be valid after the expiration date stated below. 13000 reser,'ts the ri�.;ht to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing.. 11' this product or material fails to perform in the approved manner, 13CC0 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 by BCCO that this product or material fails to meet iht rtquire1112111s of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS T'IIE COVERSIIEET, SI'F ADDITIONAL i'AGI:S FOR SPI:CIf Ic AND GGENER.\1, CONDITIONS BUILDING CODI; & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the 13CCO and approved by the Building Code and Product Review Committee to be used in Miami -llade County, Florida under the conditions set firth above. CL,sr,m, Fr:ti isc.1 J. Quintana, R., \. Director N1ianti -Dade County Building Code Compliance Office lo mcpage :7n tp : / /5Y14 ltlingcU{ji`tJl)1ine.com PGT Lndustries. ACCEPTANCE No,: 01- 1108.07 APPROVED: December 27, 2001 EXPIRES: January 28, 2007 NOTICE OF ACCEPTANCE,: SPECIE/C CONDITIONS 1. SCOPE 1.1 This revises and renews Notice of Acceptance (NOA) No. 00- 0804.03, which was issued on December 7, 2000. It revises and renews the approval of an aluminum cascrncni window, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFI3C), 1994 Edition Ibr Miami -Dade County, for the locations x here 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 Series "C -700" Outswing Aluminum Casement Window — Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No 339, Sheets 1 through 5 of 5, titled "Aluminum Casement Impact Window," prepared by manufacturer, dated 2/13/98 and revised on 11)6/01, signed and scale.] by Robert L. Clark, P.L'•., bearing the Miami -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 referred to as the approved drawings, 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. 1 NSTALLATION .1.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. S. 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 fo lowing: 6.1.1 This Noticc of Acceptance 6.1.2 Duplicate 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 13uilding Official or the South Florida 1uilding Code (SFI3C) in order to properly evaluate the installation of this system. Raul Rodriguez, Chief Product Control Division PGT Industries. 1. Renewal of this Acceptance (approval) shall he considered alter a renewal application has been filed and the original submit led documentation, including test supporting data, engineering documents, are no older than eight (B) years. 2. Any and all approved products 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 Acceptance will not be considered if: :t) 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 holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The. engineer who origin :illy prepared, signed and scaled 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 wr tten approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the lot lowing shall also he grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement ofanv 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 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 ofthis 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 he avr. :lablc for inspection at the job site at all time. The engineer need not rescal the copies. 8. Failure to comply with any section of this Acceplancc shall he cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE • /v Raul Rodriucz, Chief Product Control Division ACCEPTANCE No.: 01- 1105.07 APPROVED: December 27, 2001 EXPIRES: January 28, 2007 NOTICE ICE OF ACCEPTANCE: STANDARD) CONDITIONS 3 MAX. TYP. HEAD. SILL JAMB 2 x W000 BUCK 3/75" TAPCON NO C "SINK REQ. (NOTE 2) 7/4 "-1 MAX_ -'� MIN. �- NOTE_ 1. REFERENCE TEST REPORT FTL -2246 & COMP. ANALYSIS SHEETS FOR, ANCHOR • SPACING & STARTING POINTS. 2. USE MIAMI -DALE COUNTY APPROVED TAPCONS. 1 i/4 , a i x WOOD • BUCK TYP. HEAD. SILL JAMB Pc/ ti Rohcn L. Clark. P.E. OE #39712 S1r c cm! 1 1070 TECHNOLOGY DRIB NOKOMIS. n. 34275 P.O. Mr ?529 NOKOMIS. FL J4274 1� MAIN FRAME 6063 -T5 ALUM. 4.028 r 1 557 P .062 j 7.260 2O FRAME MEETING RAIL 6063 -T5 ALUM. &aysc @r F.K. Fc day: F. Oren BF 0. 8. DescripUon: II ANCHORAGE & EXTRUSION PROFILES ALUMINUM CASEMENT IMPACT WINDOW Scott /uodef: C -700 Oat e: A,ev+sions: 7 1 /6/01 RMV ALT. ANCI-. �atr: Pev∎s;or s: 7/300 i re & EXTR 0cee: 2/13/98 Sccec: Sheet. N'rJ 5 or 5 { L 575 �� - 062 I r L-7.837 ( SASH FRAME IMPACT 6063 -75 ALUM. j` 050 1 .626 1.096 ;-•-- GLAZING BEAD, 5/1 6 606J -T5 ALUM. APPROVED AS C T 4E SOLTri FLORIDA 11 OKE• > BY7f / .../1 4_ / tk PRODUCT CONTROL 3MSC 8 EDIt CODE C OM LR? CE OFFICE ` Acc FrwcE NO. Li t - j I Ora• ng No. 339 11 • 63" MAX. HEIGHT 7.182 i REFERENCE TEST REPORT: FT! —2246 2.000 A —A 1.924 WM1 1 nocKaitss • .ace .250 MAX. SHi1,M SPACE .250 MAX. SHIM SPACE 56 I /2' MAX. DAYLIGHT OPENING • GLASS ---- 1/8" HEAT STRENGTHENED GLASS 30 7/8" MAX. - 1 DAYLIGHT OPENING TYP. 1{,T INDUSTRIES 7070 TECHNOLOGY DRIVE NOKO#I1S. FL-34275 P.O. 80x 7529 14OKOMIS, FL 34274 Re+sd a F.K. Rcvd F.K Deicriorierr TN: Series /Moder: C— 700 time: Rciis:onr. 1 1/6/ 1 GLAZING DEL Omen By: Oa to: D.B. 2/13/98 Date: Reria.ans: 7/30/01 TO cfc MAX. DIM. SECTIONS & GLAZING DETAIL S 61.11117M CODE COMP[JAH{E OFFCF ACCFPTANCE NO. 44 - 3i Q i. 6 1 • ALUMINUM CASEMENT IMPACT- WINDOW Scotc: l S? eet. NTS 4 of 5 1 D.o.irn9 No. 339 iRev: �be(i L. Clark, P.E. PE N39712 Structural SECTION 8 — 1/2" GLASS 8ITE .090 INTERLAYER (SEE NOTE) GLASS 1/8" ANNEALED GLASS 7/8" HEAT STRENGTHENED GLASS NOTE: 1NTERLAYER IS .090 MONSANTO SAFLEX OR DUPONT W /BUTACTTE GLAZING OPTIONS: 5/16" (350.) LAMINATED GLASS 1 2.000 1 1 /2 ' GLASS SITE • .090 /N tR AYER (SE: NCTE) 1/8" ANIJEALEO GL SS APPROVED AS COMPLYING wlTH TY E b10UTH FLORIDA 601LDWG CODE . n_ ZATE Y1t�RtGr Gt i uut 7CORNMLG LG. MAIN FRAM CORNER KEY INN PRECISION FA8. PRECISION FA8. VINYL -7ECH. PGT in vent to roil ITEM PCT # 1 60228 2 69999 3 644588 4 781POA 5 DESCRIPTION FRAME HEAD SILL. JAMB FRAME MEETING RAIL SASH HEAD, SILL JAAIB (IMPACT) 8 8x l SCREW PAN HD_ OUAD. 4 6 7CORNMSM SM. MAIN FRU /SASH CORNER KEY 7 40712 PLASTIC MAIN FRM. CORNER KEY 8 60200K 9 60150K W.STRIP .190 x .150 OLON 10 6FRMBK . IA4!N FRAME BULB W.STRIP .190 r .200 OLON 0 4 16, main �Q� 12 8] MEW 6S3) 4 2 LOCATION frame sosh oss screws of vent bottom & side roils) INDAL ALUMAX INDAL VENDOR FASTEC IND. SCHLEGEL CORP. SCHLEGEL CORP. PROTOTYPE PLASTICS VENDOR # GAS -44451 CAP -4 4207 GAS -44588 0200x190 0750x190 FP-1 76 BLACK TYPICAL MAIN • FRAWF CORNER REFERENCE TEST REPORT: FTL -2246 13 14 15 16 17 18 19 20 21 22 TYPICAI SASH CORNrR 49004 SASH-LOCK ?KEEP SASH LOCK KEEPER 7CAOR L CASEMENT OPER. RT7LEFT 7TRAK OPERATOR GUIDE TRACK 7CEHG STANDARD HINGE 2 (1 710516PPA 10x5/16 SCREW PAN HD. PHIL 12 5 16' .350 W MONSANTO INTERLAYER 2 (1 5 16 .350 W/OUPONTINTERLAYER 2 f i} 6536 768 EXTRUDED GLAZING BEAD 5 16 62899C SILICONE 6SM55W SEAM SEALER 6TP248 VINYL BULB WEATHERSTRIP . 1 1 / 11 711 Rohm L. Clark. P.E. PE 839712 Structural WEATHERSTRIP 4 2 2 ( 2 2 (1 8 4 8 4 6) NOTE: OTY IN BRACKETS ARE FOR X CONFIGURATION T ■ INDUSTRIES TO7O TECHNOLOGY OWE NOKOMIS. FL 342 P.O. BOX 1529 NOKOMIS. FL 34274 (in main frame (1.h :, fr. tomb 72 from ends vent mtq rail, 12" from ends � lower right frame corner 1 per operator) 1' right frame corners) (opera t or /hinge /tro screws Rersd By: Dote: F.K. 11/5/01 F K. Drown 2y: 0.8. Descriaton: Tine: Sericsfuedel: C - 700 Date- 7 Odle: 2/1 3/98 PARTS LIST Seale: NTS P.evivons: SHT NO. Re»sronr T8 & PGT P/Ns Sheet: VINYL —TECH. / PGT TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE MERCHANTS S FASTENER H. P.G. ALUMAX DOW CORNING SCHNEE— MOREHEAD TEAM PLASTICS 3 of 5 Drawing No. 339 49004 208000 23 -19 -23 -002 30175 35.10. 00. 101 536158 599 SS45504 TP -248 01tED1U COUVLYNCt%AGM IRE ORE k 43ROD TTCbM0L BUitDi4G CODE COMpLit NCE Orrn , ACCEPTANCE HO. tit- ti O ALUMINUM CASEMENT IMPACT • WINDOW Rev: GLASS OPTION 8 DESIGN PRESSURE RATING (P. S.F.) WINDOW' W DrN WINDOW HEIGH 68.000 i 70.000 3 72.000 NEG. POS. i NEG. P05_ NEG. F05. 28.000 —75.0 75.0 — 75. 75.0 — /5. 75.0 .32.000 — 75.0 75.0 1 . —74.5 74.5 —72.5 72.5 ALL SMAI LER SIZES NOT SHOWN .4RE T/— 75 P.S.F. 5' MAX. TYP. 72 MAX. i U A 29.723 v 32 MAX. SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OP770N DETAILS 77" MAX. ON CENTER 1 4 5" MAX. J LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5/16" (350) LAMINATED CLASS W/ MONSANTO SAFLEX OR DUPONT PVB W. /BUTACITE 1NTERLA3'ER. A. 7/8` HEAT STRENGTHENED GLASS, .090 1NTERLAYER, 1/8` NEAT STRENGTHENED CLASS B. 7/8" ANNEALED GLASS. .090 IN'TERLAYER. I /8" ANNEALED GLASS 2.) CONFIGURATIONS: X 3.) DESIGN PRESSURE RATINC: A. FOR GLASS OIS7;ON A (HEAT STR£NGTHEO) ALL SIZES ARE +/ 75 P. s. F. B. FOR GLASS OPTION 8 (ANNEALED) SEE TABLE. 4.) ANCHORS: MAX. 5 FROM EACH CORNER max. SPACING AT HEAD do SILL: 1 1 MAX. SPACING AT JAI•IBS: 1 1 " 5.) SHUIItR REOUIREM!ENT: NO SHUTTERS REOUIREO 6.) REFERENCE TEST REPORT: FTL -2246 APPROVED AS CO JPLYtNG VS1714 THE SOUTH FLORIDA P1Ji t1ltiG CflDE RITE CRerkf L1 Robert L. Clark. P.E. PE 4139712 Struct EST INDUSTRIES i o7O TECHNOLOGY DRTVE NOKCtdtS FL .34275 P.O. SOX 1529 N0AOWS. 11. 34274 Revd by: Rend 8y: F. K. Date: T7 /5 /O 7/30/07 Oro.n By 0.8. Dote: 2/13/98 Series /uodel: C -700 • R.vis:mr- ADD SHT 2.c TABLES Rr+iFOns: TB & EXTR. Description: ELEVATION "X" CONFIG. ALUMINUM! CASEMENT IMPACT WINDOW Scote: Stint: NTS 2 of 5 RY PRL?tYJ £CO T OL DWI RUILD?NG CORE COMPIXANCE OF FtcV >.ccEPrAnC . 01- ttdb -t;7 Drying No. 339 GLASS OPTION 8 DESIGN 1 .L.,_4JRE RATINC (P.S.F.) WINDOW WIDTH WINDOW HEIGHT 50.625 56.000 I 63. 000 1 -1 NEC. POS. NEC. PCS. 1 NEC. P05. 64.000 -75.0 75.0 - 75.0 75.0 j - 75.0 75.0 1 65. 000 - 75.0 75.0 -75.0 75.0 -74.2 74.2 J 72.000 -75.0 75.0 -22.8 72.8 -65.2 65.2 ' 74.000 1 -75.0 75.0 1 - 70.2 70.2 L -62. 62. 7 ALL SMALLER SIZES NOT SHOWN ARE +/- 7 P. S.F 63 MAX. - MAX ----- 6250 \ 4 " (SEE NOTE 4) --- 1 1 " MAX. "- ON CENTER z x 36. 725 -j 4 i) 74' MAX. SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS 4" (SEE. NOTE 4) 36.:25 N 5" MAX. 5 MAX. 1 - 11 17 AF'(. ON CENTER 5 " tLIAX. Robert L. Clark. P. E. PE 1f39712 S(ruc1ttral LARGE MISSILE IMPACT WINDOWS 7.) GLAZING OPTIONS_ 5/16" (.350) LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PV8 W /8UTACITE INTERLAYER. A. 7/8' HEAT STRENGTHENED GLASS. .090 1NTERLAYER. 1/8 HEAT STRENGTHENED CLASS 8. 1 /8 " ANNEALED GLASS. .090 IN TERLAYER, 7 /8" ANNEAL C LA SS 2.) CONFIGURATIONS: XX 3.) DESIGN PRESUR£ RATING: A FOR CLASS OPTION (HEAT STRENGTHEN) ALL SIZES ARE 4 - T5 P.S.F. B. FOR GLASS OPTION 8 (ANNEALED) SEE TABLE. 4.) ANCHORS: MAX. 5 FROM EACH CORNER ,81 D SCREWS - 2 ANCHORS 4 " APART, 4" FR01J EACH MEETING RAIL 3/16 TAPCONS - . 1 ANCHOR. 4 "" FROM EACH M,EET1NG RAIL WX. SPACING AT P- 4D cQ SELL: 1 1 r MAX. SPACING AT JAI1JBS: 7 1 5.) SHUTTER RE0Li7P.EUENT: NO SHUTTERS REr'UIRED 6.) REFERENCE TES 1 ?ORT F71-2246 :.c+so ay. F K. Revsd F.K. Draw: 9' D.B. Derc.■pt;On: Vale Rcrslonr 11/6/01 ADD SHT & TABLES Dote: 7/30/01 Dole 2/13/98 RevlaianT: TB & EXTR. ELEVATION 'XX" CONFIC. INDUSTRIES 7070 TECHNOLOGY DRNE NOKOUrS. FL 34275 P.O. BOX 1529 N0K0U15. FL 34274 ra71 ALUMINUM CASEMENT IMPACT WINDOW Scrics /uodci C -700 Scntc: NTS Sheet: i a 5 APPROvED AS COMPLYrN V‘ h TfiE SOUTH FLORIDA BULGING CODE WO " , 7 EY DO : vim BUILDING CODE COMPLIANCE Or4ICE ACCEPTANCE NOM' 1 1{)9 ':nQ :4e) 339 F_j Date Time Type Insp'n , Permit No. -7•1: • Name Address/. Company - Phone # 7 , For Inspector: Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request 13s