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HomeMy WebLinkAboutSUBMITTED PAPERSPermit Number: ff%�U3�—�Os y A,` y St. Lucie County Building & Zoning Department SCAN NE® ,c 2300 Virginia Avenue BY Fort Pierce, FL 34982 St Lucie County 772-462-1553 APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING &i SLIDING DOORS SEE REVERSE SIDE FOR INSTRUCTIONS DATE: I FEB 0 S 1. LOCATION/SITE ADDRESS: 3100 9. A-1 A W-LT I005 2. PARCEL ID NUMBER: 1425 - G0& - OG4S - 000 -5 SECT 2S TWP 34 RNG 40 MAP ZNG � LU INIT 3. DESCRIPTION OF PROJECTOR WORE: ACTIVITY: _RFR-t1LE 3 7CrT -465 51ZDZV4 Doe et DItMk4ED 8N 410Q214hIJIFf wj[6S TMPAr-T RE5rxTAt-)T boo" 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER eWliv- (--as) 5. OWNERS INFORMATION Name: Address: ' 5(00 h(.AdA UNYr 1005- City: rState: T: ortcec� F�. Phone: Arne-4926 Zip. 34444 6. CONTRACTORS INFORMATION FLREG/CERT#: CkL ©OS19'7 COUNTY CERT #: /9s7o Business Name: FtA, �rv,�wr, 4cn55�5[/t�ENIN4 4`&/I lySOb �1�w Product Table 1606.2B •• 15' maximum height Minimum Design Pressure Design Pressures Manufacture Model Number Method of Attachment As per 1707.4.4.1 FBC 30 mph 1, 40 mph Wink..: Exposure B 1 40.7 47.2 Exposure C ** 57.1 Swing & Sliding Doors Exposure B 1 38 44 10 && 9",_�(00 t&11 $ 7- PST ' It, 54�7a 3" i1¢OGoN S Tb sSOfs I t/z/' sXLL Exposure C ** 53.2 Sealed calculations from an engineer can be submitted instead of minimum design pressures indicated above. Detail of Buck attachment must be submitted with this application. VALUE OF CONSTRUCTION: $ 600.47 FEES DUE:-33 • t) -f' o?-00 �7 S. RECEIPT: OWNER'S AFFIDAVrr: I certify that all of the information contained in this application is trect and that all work will be done in compliance with all applicable laws regulating construption. and in PRINT QUALIFIERS/OWNERS NAME 1 NATUREOFQ LIFIER/OWN/ER STATE OF FLORIDA. COUNTY OF ACKNOWLEDGED BEF UXF- b[1&�^^'^bili OF 20 P� WHO F RSONALLV :NO ME OR WHO HAS PRO [1�4I Pu MAUREEN J. ALLEN MY com ,�El—� + � e EXPIRES: September 3, 20bS SI NATURE OF A O ARY TYPE OR R�iG,A1:0 urc. a PERMIT NUMBER: TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity Chit includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. . 5 ! 2. PARCEL ID NUMBER: ......................................................... Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. ` 'DESCRIPTION OF PROJECTOR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves.the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Lrio EXHIBIT A THE SANDS ON THE OCEAN - A CONDOMINIUM - SECTION 1 LEGAL DESC "TION Those portions of Government Lots 2 and 3, in Section 25, Township 34 South, Range 40 East, lying East of State Road A-1-A, together with Tract IS, and a portion of Tract'R' of "CORAL COVE BEACH SUBDIVISION" according to the Plat thereof as recorded in Plat Book 11, Pages 30 A and B, of the Public Records of St. Lucie County, Florida, all the above being described as follows: COMMENCING at the Southwest corner of said Tract 'R': thence Northerly along the Easterly Right -of -Way line of State Road A-1-A, said Right -of -Way line being a curve concave to the East and having as its elements a radius of 2814.93 feet, a central angle of 000251I811, for an arc distance of 20.72 feet to the POINT OF BEGINNING; thence continue Northerly along said Right -of -Way line and along the last described curve through a central angle of 0301 l'07" for an arc distance of 156.49 feet; thence continue Northerly along said Right -of -Way line tangent to said curve for a distance of 28.34 feet to the Northwest corner of said Tract 'S'; thence continue Northerly along said Right -of -Way line for a distance of 141.93 feet to a line that is 339.00 feet North of and parallel with the South line of said Tract'R'; thence Easterly along said parallel line for a distance of 620.56 feet to the Mean High Water line of the Atlantic Ocean; thence Southerly along said Mean High Water line to its intersection with a line that is 20.00 feet North of and parallel with the South line of said Tract'R'; thence Westerly along said parallel line for a distance of 615.72 feet to the POINT OF BEGINNING. Said lands containing 4.54 acres more or less. Property Appraiser - St.Lucie County, FL Page 1 of 1 Margaret M Hahn Record: 1 of 1 Property Identification Site Address: 3100 N AtA Sec/Town/Range: 25 :34S :40E Map ID: 14/25S Zoning: PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Map COGy ParcellD: 1425-606-0045-000-5 `��`OCIE Account #: 8913 h fi. •. Land Use: Condo CitylCnly: ST. LUCIE COUNTY QQ" �nro �A Ownership and Mailing Legal Description Owner: Margaret M Hahn Ernest R Hahn SANDS ON THE OCEAN -SECTION 1- UNIT 1005 (OR 539-2312) Address: 7890 S Tropical Trl Merritt Island FL 32952-6706 Sales Information Assessment Final Value Total Land and Building Date Price Code Deed Book/Page 2004 Val: 243000 Land Value: 0 Acres: 0 4/1/1987 112000 00 CV 0539 / 2312 Assessed: 243000 Building Value: 243000 Ag.Credit: 0 Finished Area: 1207 SgFt Exempt: 0 Taxable: 243000 TotalTax: 5302.28 11RIfr7I Mel IA ftrel 1PJ_iiMJ x❑ Exterior Features 3900 View: Ocean RoofCover. - View ExtType: XI31 - SndOTOcnSc1 YearBlt: 1983 Grade: NT -NT EIIYrBIt: 1983 StoryHght: 0010 -1 Story No.Units: 1 Interior Features BedRooms: 1 Electric: - FullBath: HeatType: - 1126ath: HeatFuel: - %A/C: 0 %Heated: 0 Roofstruct: Frame: PrimeWall: SecWall: PrmintWall: - AvgHt/FI: STD Pmr.Flors: - %Sprlinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBll. No. land Use Type Measure Depth PUNT - PUD UNIT Y 1 243000 AV AV 0 1 0400-Cando N -No Land Val THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/PRC.asp?prclid=142560600450005 3/8/2005 �r ., CSMEngineers, LLC Civil Structural Marine Friday, September 30, 2005 Florida Awning, Glass & Screening Co., Inc. 480 S. Market Ave. Fort Pierce, FL 34982 NOV 0 7 1006 Re: Sliding glass door replacements at Sands Ocean Condominium, 3100 N. AIA, Fort Pierce, FL To whom it may concern, CSM Engineers certifies that the sliding glass doors for the following building permit numbers have been installed in accordance with the Florida Building Code and the manufacturer's specifications. The permit numbers and unit numbers are: Permit Number Unit Number SLC-0505-1053 Unit #301 70505-1-0-5 +ni #E101}- SLC-0505-1062 Unit #PIIC4 SLC-0505-1064 Unit #101 SLC-0505-1068 Unit #C-1 If you should have any questions please call me at (772) 220-4601. Sincerely; i Judy"Yerkins, F:E. Registration`# 62332 rf 01, . Inspection 2608 SE Willoughby Boulevard Phone: 772-220-4601 Permitting Stuart, FL. 34994 Fax: 772-220-4603 Visit us on the Web at CSMEngineers.com S:WROJECTSSSANDS FT PIERCE 05-071slider installation certification.DOC EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 2630454 OF. "`iK 2250 PAGE 1475, Recorded 05/23/2�1 )at 09:24 m NOTICE OF COMMENCEMENT Pemdt No. `-LCO05 1096 TaxID# 1425' U* 0045 Otto S State Of F1.OffXDA County Of SfdUT LItCSff- THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the :following information is provided in this Notices off C�o�rnm� encemem. Legal Description of property and street address, ifavalable_ 5�^E. /a llr�a-c�EC�r-li Fee Simple Title holder (if other than owner) Contractor 0634110 S. 1114811APS00 Phone#777461-9S0o e,ld,.ess ___ _ _ Fax# 172 461 A45o Surety Phone #_ Address Fax #_ Amount of Bond S r —A— Phone #_ Persons within the State of Florida designated by Owner upon whom notices or other documents may be smed as provided by Section 713.13 (1) (a) 7., Florida Statutes: In addition to himself, owner designates of (Phone # Fax# ) to receive a copy of the Limoes Notice as provided in Section 713.33(1)(b), Florida Statutes. Expiration date of notice ofeommenec usat is one year from the date of recording unless a differc rt date is specified. (Date) OWNERS SI ATU STATE OF FLORIDA, COUNTY OF T. LL/P_t5 Acknowledged before me this A, day of—�}-.00j1 [,by QA;6Sr(. f1A NA) , who l rsonaliy kno� me or who has produced_ as sdennluation. (seal) TSIGNATURF OF kffiky tar TYPE OR PRINTNAME OF NOTARY fdfdlRFFNdJ=j NOTARYPUBLIC TITLE atY(x)MMI98IpM� nttlsaBtl ?an s>�Es:septn,Mra, -D f4[a321 COMMISSION NUMBER 1dDaKnaar RNiIBW a9aYYao OR BOOK 2250 PAGE 1476 I 98 EXHIBIT A THE SANDS ON THE OCEAN - A CONDOMINIUM - SECTION I LEGAL DESC "' TION Those portions of Government Lots 2 and 3, in Section 25, Township 34 South, Range 40 East, lying East of State Road A -I -A, together with Tract 'S' and a portion of Tract 'R' of "CORAL COVE BEACH SUBDIVISION" according to the Plat thereof as recorded in Plat Book 11, Pages 30 A and B, of the Public Records of St. Lucie County, Florida, all the above being described as follows: COMMENCING at the. Southwest corner of said Tract 'RI; thence Northerly along the Easterly Right -of -Way line of State Road A-1-A, said Right -of -Way line being a curve concave to the East and having as its elements a radius of 2814.93 feet, a central angle of 00025'IS", for an arc distance of 20.72 feet to the POINT OF BEGINNING; thence continue Northerly along said Right -of -Way line and along the last described curve through a central angle of 0301 POT- for an arc distance of 156.49 feet; thence continue Northerly along said Right -of -Way line tangent to said curve for a distance of 28.34 feet to the Northwest corner of said Tract IS'; thence continue Northerly along said Right -of -Way line for a distance of 141.93 feet to a line that is 339.00 feet North of and parallel with the South line of said Tract'R'; thence Easterly along said parallel line for a distance of 620.56 feet to the Mean High Water line of the Atlantic Ocean; thence Southerly along said Mean High Water line to its intersection with a line that is 20.00 feet North of and parallel with the South line of said Tract'R'; thence Westerly along said parallel line for a distance of 615.72 feet to the POINT OF BEGINNING. Said lands containing 4.54 acres more or less. STATE Of FLORIDA _- - — ST.-000IE COUNTY THIS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. ST. LUCIE COUNTY CLER FCIRCUI7COU T BY' � Doe: Qom` CSMEngineers, LLC Civil Structural Marine Wednesday, April 06, 2005 Florida Awning, Glass & Screening Co., Inc. 480 S. Market Ave. Fort Pierce, FL 34982 r Re: Framing for sliding glass door replacement at Sands Ocean Condominium 1005 —Door A To whom it may concern, CSM Engineers certifies the framing design for the sliding glass door replacement at the Sands Ocean Condominium. PGT WinGuard Series SGD70 shall be installed in accordance with the PGT sliding glass door anchorage plans and specifications (attached). If you should have any questions please call me at (772) 220-4601. It is the view and opinion of this office that this information is both correct and applicable in this installation. SinceRely, f Michael 13 6er, P.E' 1Regis+ anon # 52575 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR QQ"&IA0E DATE P N AND PERMIT MUST BE KEPT ON JOB OR Inspection - Evaluation - Design 2608 SE Willoughby Boulevard Stuart, FL. 34994 Phone: 772-220-4601 Fax: 772-220-4603 Visit us on the Web at CSMEngineers. com Permitting s®®R�=3B : TYPICAL`SLIDI1N6 GLASS DOOR ANCHORAGE �..��.� z s1X RI )C>K 2 .. - Appmvsd his omyl sbmia, TYPICAL HEAD Wood screw , - ' " • .1 ' Approved weatl buck - 11/4-minimum embetlmem in1ownaete Approved Maximum 1/4'shimJ wood boot 11/4'minimum -- embedment - i^ �t°w°°d 'jI� • span thins rew installation screw Maximum 1/a'shimJ - - space typical et each ,. installation screw TYPICAL JAMB - 11/4'minimum Maximum 1W shim Approved ' - embedment ` space typical at each I I wood buck _ •. I Into concrete installation screw i Appnwed " masonry • fastener a• „• ,III I it l n Wood screw . - Approved--� �—Mmdrnm.1/4'shinn i1w minimum _ wood buck - - space typical at each embedment. - - . installation screw into wood • - TYPICAL SILL -' 1 - 0 o • - Gnommustbarsfer �shmulmidto slob, ' CSM Engineers, LLC Civil Structural Marine Wednesday, April 06, 2005 Florida Awning, Glass & Screening Co., Inc. 480 S. Market Ave. Fort Pierce, FL 34982 Re: Framing for sliding glass door replacement at Sands Ocean Condominium 1005 Door B To whom it may concern, CSM Engineers certifies the framing design, including the threshold detail, for the sliding glass door replacement at the Sands Ocean Condominium. PGT WinGuard Series SGD70 shall be installed in accordance with the PGT sliding glass door anchorage plans and specifications (attached). If you should have any questions please call me at (772) 220-4601. Inspection Evaluation Design Permitting 2608 SE Willoughby Boulevard Stuart, FL. 34994 Phone: 772-220-4601 Fax: 772-220-4603 Visit us on the Web at CSMEngineers. cam TYPICAL SLIDING GLASS DOOR ANCHORAGE 1 X•BUCKSOMME 2 XQUEF TYPICAL HEAD I Approved wnbd buck Maximum 114'shlmF space typical at each Installation screw TYPICAL JAMB embedment m� n Maximum lal at on, L--�—Approved embedment spew typical 4. ho I Appommodbuck Approved masonry hxdener Maximum 11W shim spa. typical at each Installation screw TYPICAL SILL Reference Miami -Dade County NOA for specific anchor requirements 02003 PGT Industries,Inc:. into wood ew CSMEngineers, LLC Civil Structural Marine Wednesday, April 06, 2005 ILE Florida Awning, Glass & Screening Co., Inc. Fu�jpy 480 S. Market Ave. Fort Pierce, FL 34982 Re: Framing for sliding glass door replacement at Sands Ocean Condominium 1005 Door C To whom it may concern, CSM Engineers certifies the framing design, including the threshold detail, for the sliding glass door replacement at the Sands Ocean Condominium. PGT WinGuard Series SGD70 shall be installed in accordance with the PGT sliding glass door anchorage plans and specifications (attached). If you should have any questions please call me at (772) 220-4601. l! Sin erely, J iiy Perk; s, P`.. R6gistratiPnik,62332 T Inspection - Evaluation - Design - Permitting 2608 SE Willoughby Boulevard Stuart, FL. 34994 Phone: 772-220-4601 Fax: 772-220-4603 Visit us on the Web at CSMEngineers. com SLI®.IN.rJ GLASS ®®'OO LZ�S ERe1:W; SG D70 „, r ,� "-F !. TYPICAL SLIDING GLASS DOOR ANCHORAGE ' TYPICAL HEAD Appmvad. Wood screw ma senryfastener - _ - 11/4'minimum Approved wonx! buck 1-f/4'minimum ' embedment L embetlment '�tO W00d into concrete ' Approved ` wood buck II Maximum 1W slm. T}— 3111 I space thins at each installation anew Maximum 1/4'shi.F ” apace typical at each • 'installation screw TYPICAL JAMB _ 11/4'minimum Maximum Wshim--{ Approved - embedment nto concrete _ space typical at each installation screw I wood buck - , .. Approved ` masonry listener I `I `ram I. I Wootl s III uety _ APpmved—t--� Maximum t/4'shim - 11/4'minimum wood buck space typical a teach _ embedment _ installation screw - into Wootl TYPICAL SILL ,. O o Groulmusttransfer . shear load to slab , rrrr embedment _ Reference.Mlaml Dade'County NOA Approved man cancraw '- for specific anchor requirements. masonryrastener ©2o03.PGT Industries,'lnc + -' 1�0/03 1o©S MI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) M[AMI-DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAN% FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: '�� This NOA is being issued under the applicable rules and regul ons ve g7he use co nstmcholteri5ls.a The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Buildine Code_ APPROVAL DOCUMENT: Drawing No. 4340, titled "Impact — Alum. Sliding Glass Door", sheets 1 through 6 of 6, prepared by manufacturer, dated 2116/98 with revision on 6/2103, signed and sealed by Robert Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Counnt 'ProducS Q: ntroLMidsioA. 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.donein its.entirety__ _ INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0306.01 and, consists of this page 1. as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. ,% G�pT Cola NOA No 03-0512.04 Expiration Date: May 06, 2007 Approval Date: November 06, 2003 Page 1 96' MAX. 1 1 j ALTERNATE MORTISE LOCK H4NOLES (SEE SHEET 6) MAX.. o �• I I I I � I I I I S. 4' UAX. -I �-- 4. � \ B I/2' 11' -y , ANCHORS DIM. FROM CENTFALME M. NOIO &SILL MAY. CENTER MTYP. HEAD & SILL (SEE NOTE 4) FA� JS. r. 5T or OF LOCI( LOCK 1AICH 1.) GLAZING OPTIONS: A. 7/16' (.454) LAMINATED W/ AN .090 PVB INNER LAYER OF MONSANTO SAFELEX OR DUPONT BUTACITE BETWEEN (2) UIES OF J/i6" HEAT STRENGTHENED GLASS. B. 1 1/16' I.G. CONSISTING OF (1) LITE OF 31.w TEMPERED GLASS, A 1/2' AIR SPACE AND A 7/I6'LAMINATED GLASS. THE 7/16 LAMINATED GLASS COMPONENT CONSIST OF LITE OF 3/16'NNER ANNEALED GLASS AND (1) LITELAYER Or MONSANTOEOF 3116 UPONT HFAT STRENGTHENED BUTACIM �SSi) ZL C. 1 1/16- I.G. CONSISTING OF (1) LATE OF J�i6' TEMPERED GLASS. A 1/2" AIR SPACE AND A 7/16' LAM/NOTED GLASS. 7HE 7/16 LAMINATED GLASS COMPONENT CONSIST OF AN .090 PVB INNER LAYER OF MONSANTO SAFELEX OR DUPONT BUTAC/TE BETWEEN (2) LIES OF 3/16' HEAT STRENGTHENED GLASS. 2.) CONRGURATIONS: XO/OX/XX 3.) DESIGN PRESSURE RATINGS: SEE TABLES (NOTE ALLOWABLE PRESSURE DIFFERENCES WITH GLASS UPGRADE OPTION) NEG. DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 7300-95. POS. DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE A5TM E 1300-98. 4.) ANCHORAGE'' DOUBLE ROW OF FASTENERS LOC47ED AS FOLLOWS AND PER SHEET 4 OF 6. HEAD & SILLS MAX. 6 1/2' FROM CORNERS. 93.937' 96' AT THE MEETING RAIL CENTERLINE MAX MAX. 4" ON EACH SIDE OF MEETING PAIL CENTERLINE. PANEL Ma•I MAX 21' SPACING. HT MAX. 6" FROM CORNERS. MAX. 21' SPACING. 5.) SHUTTER REQUIREMENT -NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS FR-1972 & FTL-J741 7.) ALL FRAME CORNERS & PANELS SEALED WITH SCHNEE/MOREHEAD SEM4Mr COMPARATIVE ANALYSIS: FR.3741 © GU59TYPE B.11/IB•I.G.,Y18'TEMPERED 1G'AIR SPACE, I118'LAMMTED IYIVA..093 PlB, W 6'H6 TABLEH TABLE4 WITH243•HIGN SILL DOOR WIDTH OOORHEIGHT DOOR WIDTH DOORHEIOHT 84.OD0 11 9D.000 NEG 11 P09 I NEG I POE 80.000 NEO POS 84.000 1 90.000 96.000 NEG I P09 I NEG I POS NEG I POS Sun 43.9 1 53.0 .50.7 60.7 -08.2 48.3 BLOOD .53.9 48.7 1 40.7 1 0.7 1 -48.2 dB.7 90.000 49.8 19.8 -N.9 44.9 43.7 43.7 90.000 -49.8 48.] -44.B 44.8 -03.7 43.7 98.000 49.1 49.1 -44.0 44.0 40.] 40.7 98.000 49.1 40.7 44.0 44.0 .40.7 41X7 (2) ROBS OF ANCHORS TYP, HEAD, SILL & JAMBS (SEE SHT. 4 OF 6) (OUTSIDE ELEVATION LOOKING IN) COMPARATIVE ANALYSIS: 111-1272 9 TYPEA fl18'fAA1iNATEOI3/iB�H ,.09�NS�YTB�'P�� HL-3741 IA6.9YPcC 1-1HEMR'R'e0UT1fR�/16•IPMINATFD i/1e•H9,.O90 PVB 3I1 B•H TABLE1 WITH 960"HIGH SILL I TABLES WITH Z4 HIGH BILL DOOR WIDTH OOORHEIGHT DOOR WIDTH DOOR HEIGHT 84.000 80.COD BB.000 84.000 90.000 98.000 NEG P1. NEG 108 NEG PCS NEO POS NE90 POS NEG I POS 89.000 -80.0 90.0 -90.0 90.0 -00.0 W-0 84.000 40.0 48.] -90,0 48.T 40.0 48.7 90.000 .90.0 60.0 A9.3 89.9 47.3 87.3 GO.= 40.0 46.7 4B.3 48.T -87.3 46.7 N,m 48.6 I W.8 I 44.6 1 84.6 1 .81 2 81.2 (B9.000l 418.8 46.T -B4.8 46.1. r8111 F46.7A /pA/4- G�!> Ro6eL G 1,P.E PE PE Y3Tt7 IN 1070 TECHNOLOGY LwIVE NoK0Nl8. FL J4,ms IMPACT - P.O. BOX 1629 6v'M'/! ' NOKOMIS, R 34274 BGD70 NTS 11 n1 6 1 4340 I G 1 1/16' NOM. 36 3 ] © 1/2' AIR SPACE 3/16" TEMPERED CLASS — .— 7/16" NOM. LAMI GLASS 23 24 J/16'ANNEALEO OR HW STRENGTHENED GVSS Q .090 PVB INNER LAYER 7/i6' NON. LAW GLASS (MONSANTO SNLEX OR DUPONT BUTACITE) 3/16' HEAT STRENGTHENED CLASS •— J/16' HEAT STRENGTHENED GLASS 090 PVS INNER LAYER (MONSWO SATLE( OR OUPONT BUTACITE) 3/16' NEAT STRENGTHENED CLASS �OM. 21 O I I Y 1inis B/TE CLASS SITE U1 11116" LAMI I.G.GLAZING DETAIL f2 /Lfi"' LAMINATED GL7AZ/N�GETAfL PRo ecru ry r� I,r G-ADD F.K. 6 2 Q3 C-ADD ITEM 37 ��� =p g.g51204 R, - a F.K. 5 6 03 F-ADD 1 / 16' I.C. g Ds 3 T R BY: porn Rn+tlem: L. s is o2 T'v F. 5/22/02 E-NO CHG THIS S I>.e•�� CI We INDUST D.R. 2 16 9e ///� GLAZING DETAILS G (��0 70 TECHNOLOGY DRIVE NOKCMIS, R 5I275 np,: IMPACT — ALUM. SLIDING GLASS DOOR R ILCI. .P.E scmorl: P.O. 80K I529 NOKOMIS, PL J4274 6erba/NoO,I Smin. Short pmvinp N". p,v: sc0-70 NTS 2 a1 6 4340 G MAY EXTERIOR x ROUGH OPENING 1.500 ROUGH REFERENCE TEST REPORTS: F7L-19721 & FTL-3741 1 TN ERIOR 2.4J5 OR 5..500 SEE NOTE.J ON SHEET 1. ROUGH OPENING SEE SHEET 5 MR ALTERNATE MORRSE EXTERIOR LOCK & HANDLES ROUGH OPENING NTl ERIOR N/N 96A0 MAX WIDTH OgNNTA r— FIXED PANEL JAMB SRLE FASTENED TO RIGHT FRAME JAMS W/ ONE ALUMINUM ANCHOR CUP 7-AND JI-1/2- FROM EACH END (TOTAL OF FOUR), EACH FASTENED W/ TWO NO. 8 BY 1' PAN HEAD SHEET METAL SCREW. IRODUCTREvow 37 -Mdrm,6 AoZ 11I67 utfsiz.oq F.K. 1 5�22 02 NE —NO CRG TH6 SN � w a: INDUSTRIES D.R. 2 I6 98 Oaudp6on: ' SECT. VIEWS - OX W O REINF. Rw: 070 NOKOMiHSN01OGY R Ji275 ` IMPACT - ALUM. SLIDING GLASS P.O. BOX 1529 bNa/No✓a" Scols: Aunt OrvxN9 Na NOKOMIS, TL 34274 SGD-7'0 NTS 3 1 6 1 4340 G 112 2 X WOOD TYP. HEAD M4X. (SEE NOTE 1) 1/4' TAPCON W/ ®12 HD TYP. HEAD (SEE NOTE 1) 1/4' TAPCON W/ 112 ND 1.1/4" MIN. I X WOOD 1/4' MAX. — (5EE NOTE 1) I1/4' TAPCON 1� W/ ff2 NO '2' MIN. 1 1/4' MIN, NOTE• 1. USE MW—DAOE COUNTY APPROVED ELCO J MY TAPCONS. l 1 1/4' MIN, DESCRIPTION I V.T. �/,l//�j A IMrcn'OPen; / ANC h ID70 DRIW NOKOMS$ 34275 IMPA( PubMLCWeP.E. am,Nea,1,i2 P.O. BOX 1529 NO)VOMIS. R J4174 SiA-owlt $CD-70 VENDOR Rwl NO�DUCrfRIVAsto /03 G—ADD ITEM 37 0i11y La.M 12.D4 /03 F-7 O5 RE4IS 35, J6 RMebns 02 TAPCON OE51G. 02 CORRECT EMBEDME 098 AGE DETAIL &PARTS LIST - ALUM. SLIDING GLASS DOOR Secla 51nC Wve•In0 Rw Ren NTS 4 =T 6 1 4340 G .078 -- F— 5.177 � E435 �OWG.,f4302 ] 2-TRACK HEAD 6063-T5 .078 6063-T5 1.9J{9. 1.f88I 2.909 Lb7o62 DWG. J4326 15 MOVING PANEL MEETING RAIL 6063-HST54 —1 1.872 1.22 L.062 DWG.,f4320 ZO SCREEN MEET. RAIL 6063-T5 DWG./J4303 O2-TR4CK SILL 6063-T5 DWG.,f4304 2-TR4CK JAMB 6063-TS 1.m-1----i .062 �3 DWG.,44317 SCREEN TOP RAIL 6063-T5 97, T- DWG.,f4328 ,3 j FIXED PANEL CLIP 6063-T5 .082 i 2.591 r. I { 1.670 OWG./�4305 O TOP & BOT. RAIL 062 I 9 1.045 —" DWG. f4318 j8 SCREEN BOT. RAIL 6063-T5 .857 G76 -r DWG.J4315 O2-TRACK THRESHOLD 6063-T5 Tr— 2.376 —1 1.644 1-062 DWG.J4306 OSIDE RAIL 6063-T5 +{ }.872 � �I'M q.052 DWG.J4319 j9 SCREEN SIDE RAIL 6063-T5 INDU OTT I 1.8w L 405 '-' .062 --f DWG. 4314 ® FIXED PA EL ADAPTER 6063-T5 +{ 1.8762.048 h I � .062 OWU4308 j MEET L (FIXED) 6063-HST54 L— 1--- .245 .739�� .050 I :+ �— .824 DWG. f4395 35 1 1116 I.G. GLAZING BEAD 6063-T5 1070 TECHNOLOGY D411c NMOS, R 34275 IMPA( PA 60X 1629 Seri.,Vwe. NONaMIS a 14274 SGD-70 n�W4wr9Mlh THIS SIT 03 fLOq I J5 g. NTS 1 5 a 6 1 4340 1 G 90, DESCRIPTION V.T. ,# INTERIO TYPICAL'XO' OR'OXCONFIGURATION RaENLdakP.E. RPEEOV112 V.S. 2 16 0eecnPuon ALTERNATI 1070 IMHNOLCCY O NOXONI9. a 34279 P.O. BOX 1529 NOXCNLS, R 34274 IMPACT — saXrtMeM: SG0-70 VENDOR rx0000r BKV= e -.Fbwwalbnw* . ftomb -0514.Oq qr p THIS SHT rnrX e NTS 1 6 e7 6 1 4340 1 G WOM Da92 MIA DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION . NOTICE OF PGT Industries P.O. Box 1529 Nokomis, FL 34274 MIAMI-DADE COUNTY, FLORIDA NMTRO-DADS FLAGLER BUILDING 140 WEgr FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. APPROVAL DOCUMENT: Drawing No. 4340, titled "Impact — Alum. Sliding Glass Door", sheets 1 through 6 of 6, prepared by manufacturer, dated 2/16198 with revision on 612103, signed and sealed by Robert Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County'Product Control Division. LABELING: Each unit shall bear a pemument label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by 'the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall __ _ __ _be_done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors _. and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0306.01 and, consists of this page l,as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. ti L�iFr., r NOA No 03-0512.04 Expiration Date: May 06, 2007 Approval Date: November 06, 2003 Page 1 . 96' . MAX. I B. ACE AND A 7116- LAMINATED GLASOF S.) THEEOF 7116�LAWIN47EDEGLASS COMPONENT CON SPT OF AN .090 PVB INNER LAYER OF MONSOTO SAFELEX OR DUPONT BUTACOE BETWEEN (1) LIE OF 3116- ANNEALED GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS. C. 1 VIE' I.C. CONSISDNG OF (1) LITE OF J�i6' TEMPERED CUSS. A 112' AIR SPACE AND A 7116- LAMINATED GLASS. THE 7116 LAMINATED GLASS COMPONENT CONSIST OF AN .090 PVB INNER LAYER OF MONSANTO SFELEX OR DUPONT BUTAC/TE BETWEEN (2) UTES OF 3/I6- HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: XO/OX/XX 3.) DESIGN PRESSURE RATINGS SEE TABLES (NOTE ALLOWABLE PRESSURE DIFFERENCES WITH CLASS UPGRADE OPTION) NEG. DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1J00-98. / POS. DESIGN LOADS BASED ON WATER EST PRESSURE AND GLASS TABLE ASTM E IJ00-98. 4.) ANCHORAGE: DOUBLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 4 OF 6. LOCK ALTERNATE SO SHEET & HANOLEB (58E sHFBT e) gJ 9JT HEAD & SILL: MAX 6 1/2" FROM CORNERS. AT THE MEETING RAIL CENTERLINE MAX 96' MAXM4X. MAX. 4" ON EACN SIDE OF MEERNG RAIL CENTERLINE PANEL 21" SPACING. O X HEIGHT JAMBS; MAX. 6' FROM CORNERS. - MAX. 21' SPACING.5.) SHUTTER REQUIREMENT -NO SHUTTERS REQUIRED _ 6.) REFERENCE TEST REPORTS FTL-1972 & FTL-3741 7) ALL FRAME CORNERS & PANELS SEALED WITH SCHNEEIA40REHE40 SEALANT. OO 5' 37,0' SOT. RJ C OU69TYPE B.11I1 21' OF LOCK TABLE3 WRN HIGH M".. I �Vf LOCK LAIN DOOR HEII 0.C. DOOR 64.000 WOOD L WIDTH NEG I MS NEG IP KNO -53,8 63.8 -E0.7 5 6' 80.000 �8.8 dB.B 34.6 4 MAX. 86.000 49.1 1 49.1 41.0 1 4 6 1/2- 21' -y 4- M".. (2) ROWS OF ANCHORS TYP. HEAD, SILL & ✓AM85 (SEE SHC 4 OF 6) MAX. ON CENTER MAX. ANCHORS DIM. FROM CENIERLNE 71P. HEAD & SILL TYP. HEAD & SILL (SEE NOTE 4) R gy F.K. (OUTSIDE ELEVATION LOOKING IN)� COMPARATIVE ANALYSIS: IFf41Btx GL4$911PEM1i/18'{AN1!RATLO; /1' 9, .I9 A(.BNB'.. F1LJ741 i69�1'PEGTil16'I:(�.,Lie"t'EMPERE6yIL`A1 9PAC . /16' WAINATED Y1B'H9 .OBO VVs 3/Ifi'H TABLET WITH 350"HIGH SILL I ITARE 2. WITH 2. 13- HIGH SILL DOORR�.coo WIDTHS DCORHEIGHT DOOR HEIGHT DOOR 84.OW 90.000 66.000 WIDTH NEG POS NEG POS NEG POS 80.000 BB.000 NEG POS NEG POSI 84.000.0 -80.0 90.0 -90.0 6D.01 B4A00 -00.0 46.7 -90.0 48.7 A0.0 46.7 90.000 .0 -09.3 89.3 d].3 819i W.000 50.0 46.7 419.3 46.7 .67.3 ;6.7 98.000 S -84.8 64.6 411.2 61.21 W.000 I -66.8 1 0.7 1 -64.8 I 48.] I -81.2 46.7 INDUSTRIES 1070 TECHNOLOGY DRIVE IMP AA PA NOKOLA5, FL J4275 ITV ( P.D. BOX 1529 Svlro/HONI: N6xaaS, a J4274 i SGD-70 1� FRODLcrimvuw ��A+14 YIYIY -4 0?4 TYPE & TAEIE at 1 16ALOE NTS I I a 6 1. 4340 I G ViViWbiy Better - SLIDING GLASS DOOR, Series SGD70 Glass Options 'table by Design Pressure Positive Deayn Leads limited by Warar Test PIsesuroand 01089 Table E1300, 1`10/1811100091gn Leads limited by OlassTseln 5t ann Teat Repart: FTL•1972 Test Pressure: +A 90.0 PSF WatorPraeeere: M PGF(BTANDARD SILL) Test Siia99'X38' x0lox TosladolauThlolcte ; 7/1e' Laminsted Impact Glans 3/18'Annooled-.01101ntoAayer . 3116-Annealed Test Report: FTL-1972 T091 Proms: +/- 00.0 FSF Water PMMM; laSPSF(31/2' GILL ADD -ON ADAPTER) Teat$as: 06'X 964 XO/OX Tented Olase Thbkndsa: 7/19' Larcfullad Impact Glass 3/18'Annealed- .DSO 1mterlayer - MW Annealed Tact Report: FTL-2389 Tact PIM111e; +A 00.0 PSF Wehr PMU1,110:9A PSF (STANDARD SILL) TOR SILe;1W x 9W OXXO TaeledGMUTMAnees: 711G' Laminated Impeol Glass 3/18'HS-.090Intsdayer-3//6' HS Teat R*Wr P11•1623 Test Ptwaure: +/- 63.3 PSF Watarl0m uIs:&0 PSF(WMDARO SILL) Teat Bias; 98" II9e° XO/OX TeiMGlan TMOXn9ss:3/18"Tampered Glass Tap Report; M 1682 Teat Preasurs: +I.80 PSF WaNr Praaeura:8.0 P8P(GTANDAf1D tgty Teat Bias aB' x09' XO/OX TeatadOlaeaThlcknr,la: l/4" Tampered Glass Teat Report; PTL-1682 TwIsrenow.4. 60 P8F WataPle9adr6: Q,0 PSF (9119"SILL ADD -ON ADAPTER) Test SU: se'vW XO/OX ,dated GleseTMckrose: t/a- Tempered Glass For gins options ra ruirM to achADW ApeIDba deelan pass» Islay to the above charts. MNmlAadsisnoward customers refer to Mlaml-Dade CountylrodaetApprovat for specific arderoptions. 1 Door,11* �,-1 °2' 1 nno 1 rMoaD T x-00 1 Key: 7/19'HSA1S ?/tE+:Heal Gxanglh-.090 tntedayer-VWHem Slrangth 48 Revieso Merch 2002 10% 1 1/16' NOM. OVER 36 37 © 1/1' MR SPACE 3/16- TEMPERED GLASS — . 7/16' NOM. IAMI GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 0 .090 PVB INNER LATER (MONSANTO S EX OR DUPONT BUTACITE) .— 3/I6' HEAT STRENGTHENED GLASS 591 NOM. CLASS BITE 23 24 — 7/i6' NOW. LAM? GLASS - 3/16' HEAT STRENGHENED GLASS 090 PVB INNER LAYER (MONSANTO SA M OR DUPONT BUIACNE) 3/16- HEAT STRENGTHENED CLASS 5/6' NOM. GLASS BRE e j!$[.I O•Pg1aVeYt9j INDU 37�'A5-D512c4 PRODUCT � bD91vLL DFWw I.C. IONOKOMIS. a J D5 I IMPACT — ALUM. SLIDING GLASS DOOR P.O. Box 1529 SarHa/MOMI.- scale: 51wt D—l"a No. Rev: Norroua, Tc .w97A sco-70 NTS 2 aT 6 4340 G 1.500 EXTERIOR x ROUGH OPENING ROUGH OPENING REFERENCE TEST REPORTS FTL-1972 & FTL-3741 ROUGH OPENING ALLTiERNATTE MORFRSE EXTER10R LOCK & HWDLES 1.019 1 INTERIOR RXED PANEL JAMB SOLE FASTENED TO RIGHT FRAME JAMB W/ ONE ALUMINUM ANCHOR CLIP 7' AND JI-112" FROM EACH END EACH 1 TERIO FASTENED W/OTWO NOTAL OFB BYFOUR,1 PAN HEAD SHEET METAL SCREW. I 9 - 2135 2435 OR 3.500 SEE NOTE j ON SHEETS. rt ROUGH OPENING 1.235 ERODIICTREy� R: F.K. is 6 2 03 flm a,:.: G—ADD ITEM 37 I• obd/gNj� A. Fm F.K. Rry W. L.T. 19,79103 03 Nb: 5 15 02e Fevilon.; F—ALi. LDDK & I 111676 flsnYanr. %Yf,.Oq D i T hhy F.K. 1 T722102 RE ENO CHG THIS SH NDU TRIES D.R. w.: 2 i6 98 I' °..enflwn: SECT. VIEWS — OX W 0 REINF. nw: F070 s" TECHNOLOGY IMPACT — ALUM. SLIDING GLASS DOOR P.O. BOX 1529 sn../um.4 s.wc Snevc Dm.m9 Na Rn: NOKOMIS. M J4274 SGD-70 NTS 3 w 6 4340 G /12 SCREW (SEE NOTE 1) 1/4' TAPCON W/ ®I2 NO 1 1 2' t . '••: :^ii.II4;'• 11; '�, MIN. MN. II WOOD BUCK '• _! TI 1/4. IMOD BUCK MAX. a MAX. U IOU TYP. HEAD TYP. HEAD (SEE NOTE 1) y 1/4' TAPCON !r-J W/ f f2 NO a MIN. MAXMLX TYP, SILL 2 X WOOD BUCKwl I X WOOD BUCK 4•�i/4' MAX 112 6C(SEE NOTE i) I/4'TAPCON2' MIN. 1 Ileum. TYP. JAMBS NOTE 1. USE MIAMI-DAOE COUNTY APPROVED ELCO OR 01'r TAPCONS. ITEM DESCRIPTION V.T. Jf QTKILOCATION VENDOR VENDOR f FRAME HFAD 2-TRACK 612245 1 ALUMAX AF-12245 2 FRAME SILL 2-TRACK 612246 1 ALUMAX AF-12246 3 THRESHOLD COVER 2-TR4CK 612255 1 ALUMAX AF-12255 4 FIXED ADAPTER FRAME SILL 612254 1 ALUMAX AF-12254 5 FRAME JAMB 2-TRACK 612247 2 ALUMAX AF-12247 6 8 x .750 PH. PN. SMS 78J4A 12 Frame ass . screws MERCHANTS FAST. 7 RAIL TOP - PANEL 612246 2 ALUMAX AF-12245 8 YSTP, .170 BACK x.270 FIN SEAL 67S16G 24 (movinalfixed onalssemen SCHLEGEL CORP. FS7516-I4 9 FIXED PANEL, SIDE RAIL .6122 99 2 ALUMAX AF-12249 10 FIXED PANEL MEERNG RAIL 612251 1 ALUMAX AF-12251 )1 14'x /.500' PH. PN. SMS 714X112 120 Panel Screen ass . screws MERCHANTS FAST. 12 ROLLER STEEL 71049 2 1®ea. end X panel bat. mil TRUTH HARDWARE 1 39-10 IJ ROLLER STAINLESS STEEL 7105OX 12 TRUTH HARDWARE I 39-IJ 14 IPLUG. ROLLER ALVU TMENT 12 I87PW-O9W-( 15 OPER. PANEL SIDE RAIL 612261 11 JALUMAX AF-12261 16 1.5xtx.5 OPEN -CELL FOAM PAD 15 00ea. Intermediate Wee holes 17 FRAME TOP RAIL SCREEN 612256 11 IALUMAX AF- 12256 18 IFRAUE. BOL RAIL SCREEN 612257 11 ALUMAX AF-12257 19 FRAME S1DE RAIL SCREEN 612258 1 ALUMAX AF-12258 20 RAIL. SCREEN MEETING 612269 1 ALUMAX AF-12259 21 GLAZING BEAD 6534601 8 ALUMAX AF-534601 22 U VINYL THIN WALL GLZ. BD. 6TP247K 8 1 Per —GlazingBead TEAM PLASTICS TP-247 23 7 16 .454 W MONSANTO INTERLAYE 2 H.P.C. 24 71167.45 4 W DUPONT INTERCAYER 2 H.P.G. 25 SEAM SEALER 6SM55W CHNEf MORI7IEAD SM5504 26 LATCH KEEPER 1046 1 l.h. fr. lamb 38' from bot. NATIONWIDE 2153 27 HANDLE SET '. 1045 1 (I.h. Iockstfle 40" fmm bot. NATIONWIDE 684 28 SILICONE 62899C DOW CORNING 899 OR 9S 29 flXE PANEL CLIP 612262 4 attaches fixed one? to 'amb LUAW AF-12262 30 8 x 1.000 Ph. Pn. SMS 7HXIPPA 4 F/xed Panef ClipScrews SCHERER J5 GLAZING BFAD 1 7 16" LIMf LC. 4J95 g /PEA PAN INDALEX 64395 36 1 1 16' LAM' I.G. CLASS 3 167 1 2"'SPACE 7 16' L4MI 3 167iS.090 PV83 16"HS J7 1 1 16 LAMI I.C. GLASS J i6Y 1 2" SPACE 7 i6' LAMf 3 16 A.090 PVBJ 16715 rRpwr E9vmu Rrro4 Sy: DDIr: R4WWnv: °t♦ptrY{'" ve Ral4 F.K. 6 2 03 G-ADO MY J7 1 W-.ogl YVY {ZO4 en o,76 03 F-AOF Onr. A � ; F.K. 5 17EM5 35, 38 RLT Y 15102 TAPCON DLSIG. F.K. 22 02 CORRECT EMBEDM IN D.B. 1YI16198 0.mip4'on: ANCHORAGE DETAIL & PARTS LIST ONOKOWsHNOa J44275 IMPACT — ALUM. SLIDING GLASS DOOR R ,4LMkP.E P.O. SOX 1529 Seaa Oel: SWr: 51eeC D.1, Ne. Rm. sew�re1' Naxowrs, TL .Ts2Ta SOO-70 NTS 4 a1 6 4340 G 5.177 .078 --I — DWG.,f4302 O2—TRACK HEAD 6063—T5 6063—T5 1.9J9 1.16E f�- I 2eo9 062 OWG.//4326 MOVING PANEL iS MEETING R41 606J—HST54 --I 1.872 1.22 L.06z OWG.?4320 ZO SCREEN MEET. RAIL 6063-T5 1.619 5357 OWG.#4304 2-7RACK JAMB 6063—T5 .078 —l— 5.177 —� DWG.#4J03 O2—TRACK SILL 6063—T5 .062 '•+��J OWGQ4317 17 SCREEN TOP RAIL 6063—T5 971 OWGJ4328 31 FIXED PANEL CLIP 6063—T5 .062 fl a 91 y 1.670 DWG.V05 O TOP &'80T RAIL .062 ✓r'LL J 1.045 DWG//4318 18 SCREEN BOT. RAIL 6063—TS .557 ,078 OWG.#4315 O 2—TRACK THRESHOLD 6063—T5 r— IJ76 ITT 1.8H fIIpIIry�I��Ijh� LEY 062 DWG.,f4306 OSIDE RAIL 6063—T5 --{ 1.872 � �1.0119 q062]—T DWG.#4Ji9 19 SCREEN SIDE RAIL 6063—T5 R KLCIu P.E. PE M9712 IND 1 1.900 L 405 . .062 --i —! DWG. 4314 1 O FIXED PA EL ADAPTER 6063—T5 —{ 1.876 �B 062 DWG. 4308 lO MEET. IL (FIXED) 6063—HST54 . L— If --2 s 7J8 .050 .824 OWC.4395 35 1 1/16 LG. GLAZING BEAD 6063—T5 1070 V6 ML0O7 O iMPAC N=MIS, a 34275 P.O. BOX 1529 ss4 /MchL NOKOW,, a J4274 SGD-70 MAVC.ft .urrrle b. moy �. =71T �Iv�� al"MI4 MAMpli e-MM l'XXy NTS1 5 a 6 1 4340 1 G DESCRIPTION V.T. #1 QTKILOCATION INTERIOR TYPICAL'XO' OR'OX CONFIGURATION FK. 5 6 03 F-A00 AL7. LOCN / IN UST E5 O.B. oe .: 2 16 9B Oen�KPUon: /cf ALTERNATE MORTISE 'E70 WKOUS. RJ+1775 IMPACT - ALUM. SLIT BMML tivF, P.E. ;E' P.O. BOX Im N OUI , n 34274 SMn/NxW: SGO-70 SCNe: NTS S.M: 6 a 6 VENDOR (VENDOR # 4340 1 G /oo,6' MIAMID. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE PGT Industries P.O. Box 1529 Nokomis, FL 34274 M AMI DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST H AGLER STREET, SUITE 1603 MIA)M FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID 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 Buildine Code. APPROVAL DOCUMENT: Drawing No. 4345, titled "Aluminum Sliding Glass.Doot, Impact', sheets 1 through 6 of 6, prepared by manufacturer, dated 3/15/99 with revision on 5/30/03, signed and sealed by Robert Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved', unless otherwise noted herein. RENEWAL of this NOA-shall be considered after a renewal application has been filed and there has been no change in the, applicable building code negatively affecting.the performance of this product. TERMINATION of this NOA will occur after the expiration date -or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be -done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0701.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-0512.02 Expiration Date: November 09, 2005 /0 �pD3 _ Approval Date: October 30, 2003 Page 1 MAX 85.750 DLO HEIGHT 96.000 MAX MAX 43.562 DLO WIDTH 191.750 MAX / ALTERNATE MORTISE LOCK & HANDLES (SEE SHEEP 5) / X 0 9" 0 X 6" MAX. .. 4" MAX. "-I I- 4" MAX. 1.) GLAZING OPTIONS: (SEE TABLES 1 LAMINATED CONSISTING 16" LAMI LG CONSISTING 7/16" LAMINATED GLASS CON.' (1) LITE OF 3/16" ANNEALED C. 1 1116" LAMI LG CONSISTING 7/16" LAMINATED GLASS CON: (2) LITES OF 3116" HEAT STF 2.) CONFIGURATIONS: OXXO, OX, XO, J.) SEALANT.. FRAME CORNER, INSTAL 4.) ANCHORS: MAX. 6 FROM EACH CORNER (M MAX. 6" FROM EACH CORNER (JA MAX. 4" EACH SIDE OF MEETING MAX. SPACING AT HEAD & SILL: MAX. SPACING AT JAMBS: 21.000 5.) SHUTTER REQUIREMENT.- NO SHU 6.) REFERENCE TEST REPORTS: FTL- -;TYPICAL HEAD & SILL 2 BROWS OF ANCHOR FASTENERS ISEE SHEET 5 OF 6 ELEVATION GLASS TYPES. COMPARATIVE ANALYSIS FTL-3741 1 1116" I.G.- 31167,1/2"SPACE, 7/16" LAMI (3/16"A,.090,3/16"HS) DOOR WIDTH I DOOR HEIGHT 71.000 I 72.000 I 80.000 64.000 96.000 149.500 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 160.000 66.6 -fi0.0 66.0 -60.0 60.0 •60.0 58.4 -58.4 52.4 -52.4 168.000 80.0 -fi0.0 fi0.0 -60.0 56.7 -56.7 53.9 -53.9 48.2 -48.2 180.000 60.0 •60. 60.0 -60.0 53.3 -03.1 191.750 60.0 -00.0 59.2 -59.2 .62.1 •52.1 49.1 -49.1 40.7 -40.7 1/16" -T 21 " MAX. O.C. w 6- MAX. DESIGN PRESSURES) AN .058 SAFLEX II/G PVB INNER LAYER BETWEEN (2) LITES OF 3116" HEAT STRENTHENED GLASS. (1) LITE OF 3/16" TEMPERED GLASS, A 1/2" AIR SPACE AND 7/16" LAMINATED GLASS. OF AN .090 SAFLEX/KEEPSAFE OR DUPONT BUTACITE PVB INNER LAYER BETWEEN SS AND (1) LITE OF HE4T STRENGTHENED GLASS. (1) LITE OF 3/16" TEMPERED GLASS, A 1/2" AIR SPACE AND 7116" LAMINATED GLASS. OF AN .090 SAFLEX/KEEPSAFE OR DUPONT BUTACHE PVB INNER LAYER BETWEEN x7"- THENED GLASS. 7/16" IN SCREWS & PANEL CORNERS 5504 SEAM SEALER .. _ z s 03 e,ioo "eroxW & a m "F.K i0 I3 00 REY. A t SILL) INDUS RIES D.S. 3� 15 99 w.mnv.fl: ELEVATION & NOTES CENTERLINE o REQUIRED AND FTL-3741 �� j d SErvc y�� SN MISg a J4275 P.O. e X 1529 NONOM4. fL J0274 ALUMINUM SLIDING GL s"nuryeed: $GD-70 xda: NTS vvm 1 6 4345 1 D 1 1116" MOM. OVER 61 OR 62 112" AIR SPACE 3/16" TEMPERED GLASS — 7116" NOM. LAMI GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INNER LAYER — 3/16' HEAT STRENGTHENED GLASS .591 NOM, GLASS 81TE IOU. LAMI GLASS V STRENGTHENED, GLASS ?INNER LAYER HEAT STRENGTHENED GLASS IOU. BITE .GB" LAMI 4 ' LAZ 1N 7HIS reoeuccaevlsu nv.o4awaw.W h OFYtie F.X. 10113100 . A REV. A D.B. 3 15 99 I DUSTRIES GLAZING DETAILS 10NOKOMS. a 4275� no,. ALUMINUM SLIDING GLASS P.O. BOX 1329 NOXOMIS a J4274 San��Nodu: SGD-70 SWa: NTS sent 2 a 6 Oni 4345 1 D 5.357 177 2.435 5 6 5. 177 ROUGH OPENING 4 FX/ERlOR ,�o�� 93.937 MAX PANEL HEIGH � ®a'�p�l/lilyL�1391r1+1P1 �/v /y1 �L CV PE PEb9119 591c9rd 47.675 MAX PANEL W/OTH '1 MRIOR FTI SEE SHEET 5 FOR ALTERNATE MORTISE LOCK & HANDLES ftmu4Tasrm B*bad. 2 fo4 .'s BWA. me1 Ptrul a INDUSTRIES 10r'a0B o`ns°n°ian ALUMINUM SLIDING GLASS DOOR, IMPACT P.O. BOX 1529 N=MIS. a 34274 1 ASD—o709 NrTS m3ee 6 pnN. 4345 1 RwD. F-- 5.177 --i 35 1.619 I �s.777--I 4Joz � 2-7RACK HE4D AF-12245 4JOJ 2-TR4CK SILL AF-12246 Ih— 5.357 —1 _T � 1.235 4304 2-TRACK ✓ANB AP-12247 -i 1.986 557 �� 2-77?ACK THRESHOLD AF-12255 �91 -I 1.670 - 4305 TOP & BOT. RAIL AF-12248 2.376 F 644 L 4306 SIDE RAIL AF-12249 —{ 18001.876 —4 5 1.0451 --- I -a93 I I J1.872 2� 1.872 ]1048�J9, 1.019 1.21 ,r 4314 11.045 WED PANEL ADAPTER 4308 AF-12254 4317 4318 4319 4320 MEET. RAIL (FIXED) SCREEN TOP RAIL SCREEN BO7. RAIL SCREEN S/OE RAIL SCREEN MEET. RAIL AF 12251 AF-12256 AF-12.257 AF-12258 AF-12259 9 1. 18B-1 2.262 F- F L 1.935 1.392 -1—I ,rI�1aI I I-.699 2.909 .97-f1 I I.3105 2.9,48 PANEL AS4342 TRAL LM(OXXO)) .7J3�-'l LFXEOPANEL CLIP 4344 L CLAZ. BEA01 (`7116" Lam.) AF-12262 SCREEN ASTRAC4L (OXXO) AF-5 4601 4326 MAT'L• 6063-T6 ALUM. MOWG PANEL MEET. NPAIL (H.D.) I NOTE. ALL OTHER EXTRUSIONS ARE 6063—T5 AF-12261 ALUM. na "': F.K. 1020 0 C-NO CHC THIS SHT Rave lt/: a.: a nv: FK 5 JO OJ C-NO CHG THIS SHT R er RM.kn.: .7J9 !�,050 FK• 2 5 03 B-ADD 1 7 I6" C.B. rxaeucrnevlsm F.K. 10 13 00 RNA 11 .824 rr�dllrMdtYirlY GGYY 0a •: 03.0512.02 INDUSTRIES D.B. J 15 99 Ow�4Reom G zNG BE40 EXTRUSION PROFILES (7 1116" LAM! I.G.) �' /� � �� W... 1Nb{e. i6NOKOMISN6 J427°5"` ALUMINUM SLIDING GLASS DOOR, 1MPACT RnEwILaI.h�R.E. P.O. BOX 1629 `+.ROe/HadN: Sca1R: SM.L curia NOKOMIS. n 34274 SOD-70 NTS 4 c1 6 4345 1 0 TYPICAL HEAD (WOOD) 114- M TYPICAL SILL (MASONRY) 2 X M D BUCK .11. r/e• I-4Y 110 Pm w .1 �Cl1h1R� TYPICAL JAMB (WOOD) ) /—a/ie•Ewmv 11/4'NA.. .•.jj.a�'. Ai h. X BUCK rx r/e w00o aucx ww. PIeAL €A (MASONRY) 1 3/18'rMON e 1 iM/11• �.{ TYPICAL JAMB (MASONRY) MORTISE LOCK COMPONENTS RrvF.K. Reve F.K e. F. K, T4 F.K. - �,� McrlOtlan �o t� ANCh nue: DCRIff uo O rsNOn°G 275 ALUM Po4M1L C4M1 0.E. BeHea/AlalM: PE M712 P.O. WX I=9 soya NOKONIS, a J4274 SGD-70 NTI ERIOR EXTERIOR — KEri= OPTIONAL FRQDUcrRRvtn Aaddho aaoeRr�a � 62 x!t off. 4M4n-u,,.iy'" TERNATE NTS !S 5 li )OR, IMPACT Rw 4345 D I070 TECHNOLOGY ORNE NOXOUX,, R 54215 G.O. BOX 1529 NOKOMI$ R O4274 PNUOMCT nVOW ■ ftcao MlYialY 2.02 �m��"DmL Q5 , ni�u�I a� a.ea ALUMINUM SLIDING GLASS SGG-70 1 NTS 1 6 a 6 1 4345 I o