Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSPermit Number: clds /C&q ` y St. Lucie County Building & Zoning Department . FAR\0 2300 Virginia Avenue SCANNED BY Fort Pierce, FL 34982 772-462-1553 St. Lucie County APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING & SLIDING DOORS SEE REVERSE SIDE FOR INSTRUCTIONS DATE: i FEB 65 1. LOCATION/SITE ADDRESS: 31 () 0 N( A' I A UoST L/- l 2. PARCEL ID NUMBER: 14-25• &04 • 6646 • 000 - 11 SECT 1261, , 341 RNG 140 O MAP " LU WIT 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: l2&R.1y-e 2 SETS 4UK5 5LA V06" DAMAGEA BN 1}IA(Z¢ujkt3FS 0)I F45 5EI C; 10 SMP"TRE5Z5T"r Docas . 4. TYPE OF STRUCTURE: SIR MOBILE HOME OTHER CpuDo (c6s) 5. OWNERS INFORMATION Name: CaMWC 5' 4 KATHEIZIRE G. 514FKIDAM Address: 310o M 141A LkMT P4r-1 City: State: Fo2T (�ZERGE FL Phone: f 9— 04gs Zip: 34944 - 883fo 6. CONTRACTORS INFORMATION FL REG/CERT #: CGLODSI4? COUNTY CERT #: 145�16 Business Name: RbMAIkOtlUJ4ICttA55 3rPEtiLTa1 rq EbtOAW-D S.TFkoc_to, .l V&,,— Mn- oiQla6A118 Product Table 1606.2B IS' maximum height Minimum Design Pressure IDesign Pressures Manufacture Model Number Method of Attachment As per 1707.4A.1 FBC �•' 30 mph F40mph Windows & Skylights Exposure B 40.7 47.2 Exposure C ** 57.1 Swing & Sliding Doors Exposure B 38-1 44 19d .6 o 90 (00 QG S�tD?y0 TT poor) 5 - SIDE - 3 W l Za c SILL- 1 t/7'"TAPCOL)S 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. 7. VALUE OF CONSTRUCTION: $ 121 4gq ,'7cl FEES DUE: 26-b'co OWNER'S AffWAVTT: I certify that all of the information contained in this application is correct and that_all_work will be done in compliance with all applicable laws regulating construct' and zonin, � FPtjoA2D S.-04ow1P5oO PRINT QUALIFIERS/OWNERS NAME SI OF QUALIFIEZJOWNER STATE OFFLORIDA, COUNTY OF S%- G[(C!E ACKNOWLEDGED �ALL OF n�W 14 , 20� WHO IS RSONALLY KNOWN ME OR WHO HAS PR MAURE NTIFICA' am TYPE O PRWK-, AM 01;Mt' � \ N PERMIT NUMBER: TFLE: 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 r. 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 thatiincludes 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. 2. PARCEL ID NUMBER: ................... Indicate the Property Tax Identification Number for the property on which the building activity is taking`place. 3. ' DESCRIPTION'OF PROJECT OR WORK ACTIVITY........ Briefly descril e'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 tde amount of permitting fees to be assessed. St. Lucie County reserve's"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 .r �1J EXHIBIT A THE SANDS ON THE OCEAN - A CONDOMINIUM - SECTION I LEGAL DESC "' TICIN 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 15' 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 -I -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 W-'25'I8", 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 P07" 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 George J Sheridan Record: 1 of 1 Property Identification Site Address: 3100 N Al A Sec/Town/Range: 25 :34S :40E Map ID: 14125S Zoning: PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes ParcellD: 1425-606-0065-000-1 Account k: 8933 Land Use: Condo City/Cnty: ST. LUCIE COUNTY Exemptions Permits Map �UCIE p ♦.n � \°Gym Ownership and Mailing Legal Description Owner: George J Sheridan Katherine B Sheridan SANDS ON THE OCEAN -SECTION 1- UNIT PHC1 (OR 1052-834) Address: 3100 N A' A Apt PHC1 Fort Pierce FL 34949-8836 Sales Information Assessment Final Value Total Land and Building Date Price Code Deed Book/Page 2004 Val: 285000 land Value: 0 Acres: 0 12/18/1996 160000 00 WD 105210834 Assessed: 147361 Building Value: 285000 11/21/1994 145000 00 WD 0930 / 1972 Ag.Credib 0 Finished Area: 1623 SgFt 1/1/1986 187200 00 CV 0488/1B32 Exempt: 25000 Taxable: 122361 TotalTax: 2669.91 BUILDING INFORMATION ❑x Exterior Features 3900 View: Ocean RoofCover: - RoofStruct: - View ExtType: Xl31 - SndOTOcnSc1 YearBll: 1983 Frame: - Grade: NT -NT EffYrBit: 1983 PrimeWall: - StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: - PrmintWall: - FullBath: HealType: - AvgHVFI: STD 1/2Bath: HeatFuel: - Prm.Flors: - %A/C: 0 % Heated: 0 % Sprinkled: 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 285000 AV AV 0 1 0400-Condo 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.pasle.org/PRC.asp?prclid=142560600650001 3/8/2005 EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 2630452 Cl—', OK 2250 PAGE 1471, Recorded 05/23/ ' at 09:24 AM 13, NOTICE OF COMMENCEMENT Permit No.SLC OS05 1041 Tax ID 142JT 606 066S Ono ( state of FLOR.LDA - I County Of St6rl.DT LLtCXE THE UNDERSIGNED hereby 4. notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the fallowing information is provided in ibis Notice of Commencement Legal Description ofpropt rty and street address, if available Sze Alrkiinteur Fee Simple Title holder (Eother, an owner) Address F Contactor U WAU S.IMWSDU Phone #177- 4LI Q Address_ _ "' _ Fax# 77246(-8 48D 6outK /lAtt i AUE Fear PSE[tt, Ft. „J//�� Surety -�/ Phone # Address FUN Amount of Bond I Lender I Phone# Address _ Fax # Persons within the State cfFlorida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name .— _ _ Phone #_ In addition to himself, owner dt Fax # 1 to rmcive Expiration date of notice of con of the Lien a s Notice as provided in Section 713.13(1)(b), Florida Statute$. ment is one year from the date of recording unless a different date is speed. OWN RE STATE OF FLORIDA, COUNTY OF _ST / fAt lE Acknowledged before me this A , day of� 20�[l�,by ��N I f/L� dsv , who rsonally Imo to me or who bas produced_T as denlification. (seal) { hlAlllli�tl a. ALLFN NY COYMI6&nnI Oetaa821 �? sr�'� ExAVE9:sror�nbra,zpe tdgilDriMi RMYra�MtaB16pYq SIGNATURE OF TARY 4zlz-riv TYPE ORPRINTNAME OFNOTARY NOTARY PUBLIC TITLE 'Ib rU(,?.V COMMISSION NUMBER OR BOOK 2250 PAGE 1472 oil EXHIBIT A TIME SANDS ON THE OCEAN -A CONDOMINIUM -SECTION I I LEGAL DESC "TION Those' portions of Government Lots 2 and *3, in Section 23, Township 34 South, Rang@ 40 East, lying East of State Read 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 I1, 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 -]-A, said Right -of -Way line being' a cure concave to the East and having as its elements a radius of 2814.93 feet, a central angle of 000251IS", 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 desctribed curve through a central angle of 03011107" 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 Nohherly along said Right -of -Way line for a distance of 141.93 feet to a line that is 1139.00 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 Waterline of the Atlantic Ocean; thence Southerly along said Mean High Water line o its intersection with a line that is 20.00 feet North of and parallel with the 5o6th line of said Traci OR'; thence Westerly along said parallel line for a distance of 1615.72 feet to the POINT OF BEGINNING. Said lands containing 4.54 acres more or less. i T STAT12 OF FLORIDA ST. LUCIE COUNTY THIS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. ST. LUCIE COUNTY LER FCIRCUITCO FIT Dato% 4 QL CSM Engineers, LLC Civil Structural Marine Friday, September 30, 2005 � v 1— ' -- NOV 0 7 Z006 Florida Awning, Glass & Screening Co., hic. y, 480 S. Market Ave. BY: 1� Fort Pierce, FL 34982 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 SLC-0505-1053 SLC-0505-1058 SLC-0505-1062 Unit Number Unit #301 Unit #1005 Unit #PHC4 SLC-0505-1064 Unit #101 L6=0505-1 B Uniy#CND} If you should have any questions please call me at (772) 220-4601. Sincerely; Judy Perkins, Registration # 62332 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 S.•IPROJECTSISANDS FT PIERCE 05-07Wider installation certification.DOC CSMEngineers, 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 PHCl Door A 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. / 4 .. J djPekin iP.F!= Regis ration; ,�#±62332 - L�l _a u S- ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANtm MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 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 TYPICAL SLIDING GLASS DOOR �A AGE ff- waft Ill TYPICAL HEAD Appmveu Wood screw '>..... masonry fastener T— Appr m cal buck ° wood c Mak{mum Ile shl Spam typical at each installation screw 1174'minimum Approvadl wood buck embedment l into concrete .1 Spa mumcal at each space typical at each installation screw TYPICAL JAMB 1174'minimum • embedment ' intowdvete Appro.d masonry • fastener' Appewed— wooc buck I� --Maximum IN him Spam typical at each lostallation screw. TYPICAL SILL .Reference Miaml Dade County NOA for specific anchor requirements .. . 02003 PGTIndustries, :Inc Maximum IW him —�I �Appmvetl . ch - ` Spam typical at eaI eoad buck. 10/ 03 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 PACT — 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;' 4. Micbael Bab&.;P.E. . Registration # 52575 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 CSMEngmeers.com TYPICAL SLIDING GLASS DOOR ANCHORAGE 3 . y tenet mod ..'!'minimum _ embedment into mod Maximum Ile shim T wood 4 i R�:R Ir.. ..� � ..�space, typicalinstallation screw � - �Ifi typical at each Inc, m ai Maximum 1/4'shim Appmved space typical at each I wood buck ke NEW! Ma Visibly Belzer - SLIDING GLASS DOOR, Series SG070 Glass Options Table by Design Pressure Positive Oeclpn Leads limited by Wator Tart Prassura add Q,198e Table 81300. Plegedrs Dealyp Loadellmited by Gtaos Table L14nn Test Report; FTW972 Test Pressure: +!• 90.0 P8p WeterPrUllure: 7-0PSI'MANDARD SILL) Tag Sim-Wx981 XO/OX Tested WaloThlckreas: 7/10" WAneted Impact Glass: 3110'Annealed•.080 interlayef-3/16'Annealed Teat Report, 1`11•1972 TOO Pressure; +/• 80.0 PSF W&WPrwure! 13.6 PSF (31/2° BILL ADD -ON AOAPM) T6atelsar.901x98a XO/OX Tested Qlaoa7hlakrresa: 7n8' Lamlflaud Impact Glass: 3118'Anwaled..090 Interlayor - 3116' Annealed Test Report; FTL•2360 Teel Pressure; +1- 40.0 PSF Wehr Pressure:OA PSF (STANDARD SILL) TeMSlre:192°x90' OXXO Tasbd01assThlollnen: 7/ir Laminated Import Glass 3/IB' HS • 4001nIsdayer • 3/10" HS Toot Report: PTL•1623 Ten prssaurs; 44.531 PSF VAWPinnm:8.0 PSF(BTANDARDSILL) Taet Stas:90°X90° X(YOX TosbdGlass fMdkr�Doe: 3/18" Tampered Glass Toot Report, M-1682 Teal proctors: 4-80 POP WAW P,aw,a.8.0 POF(BTANDAROSILL) TOR B(aet 98"x90' xorox TbeUd QfaveThloknoes: 1/4" Tampered Glass Teat Report: FTL4882 — -- -- Test Preseufa: +d• 80 POP WaNrProatdre: 13.0 PSF is 1W BILL ADD -ON AOAPTPA) Tast Size: n'x 98' XO/OX Toatad OlessTMoknoea: 1/4' Tempered Glass fagleu oPttororoqulroereaphpew opnellfe daaJBn proasWsrofHto tl[a above eharm. Ptiam40adaleroward cuetomaro tWarte Mlaml•Dstlo 0aurnyProdaotApprovel for apaeleo order options. of Wldth I Panels rylldin I 72000 —wow 03,000 De[x I Aof I Tt 72-M 00.000 �BB,DOD Width Panels Tams. Door sof Glee 72.OtA BD.000 Bd.O� Width Parrots 'fj�e} 48.fXx1 2 1/3''Tanu> 1+3.9.9 -146.0 +633-talne.e Fd rxpr n[T__ yof Gifts72�000 80.000 I 9e,a7D -78.4 Key: 7118'HSMS 3l1F"118at Strength-.090lntalayer•3/te°Host Skenglh 48 Peviaod Mefdn 2902 tvl A= MI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION OF MIAMI-DADE COUNTY, FLORIDA IvMMO-DARE FLAGLER BUILDING 140 REST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 PGT Industries OW P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid 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. DESK eries rSD=9tP ' irnnmgi aGor 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 6/2/03, 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 bedone,in.its.endrety.�__ 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. NOA No 03-0512.04 Expiration Date: May 06, 2007 Approval Date: November 06, 2003 Page 1 21' MAX. D.C. L S. MAX. 6 112- ODOR WIDTH 96, 47.688' MAX. MAX PANEL I ' III I I I I I j ALTERNATE MORTISE LOCK & WWOL6S (SEE SHEET 6) o x J5.9' JZO' SOL TO OF LOCK LOCK LATCH 9J9JT 96• PANMAX M4X HEIGHT 1.) GLAZING OPTIONS: A. 7/16' (454) LAMINATED W/ AN .090 PVB INNER LAYER OF MONSANTO SAFELEX OR DUPONT BUTACITE BETWEEN (2) UTES OF 3/15" HEAT STRENGTHENED GLASS. B. 1 1/16' I.G. CONSISTING OF (I) LATE OF J116" TEMPERED GLASS, A 1/2' AIR SPACE AND A 7/16" LAMINATED GLASS. THE 7/16 LAMINATED GLASS COMPONENT CONSIST OF AN .090 PVB INNER LAYER OF MONSANTO SAFELEX OR DUPONT BUTACITE BETWEEN -(I) LATE OF 3/16" ANNEALED GL45S AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. C. 1 1/16' I.G. CONSISTING OF (1) LITE OF 3.16' TEMPERED GLASS, A 1/2" AIR SPACE AND A 7/16 LAMINATED GLASS. THE 7/16 LAMINATED GLASS COMPONENT CONSIST OF AN .090 PVB INNER LAYER OF MONSANTO SAFELEX OR DUPONT BUTACRE BETWEEN (2) UTES OF J/I6- HFAT STRENGTHENED GLASS. 2.) CONFIGURATIONS. XO/OX/XX 3.) DESIGN PRESSURE RATINGS: SEE TABLES (NOTE ALLOWABLE PRESSURE DIFFERENCES WTTH GLASS UPGRADE OPTION) NEG. DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE A57M E 1300-98. POS. DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300-98. 4.) ANCHORAGE., DOUBLE ROW OF FASTENERS LOC47ED AS FOLLOWS AND PER SHEET 4 OF 6. HEAD & SILL: MAX. a FROM CORNERS. AT THE M EE7 PAIL CENTERLINE. MAX. 4" ONN FA EACH SIDE OF MEETING RAIL CENTERLINE. JAM 21' SPACING. MAX. 6' FROM CORNERS. MAX. 21' SPACING. 5.) SHUTTER REOUIREMENI.•NO SHUTTERS REOUIRED 6.) REFERENCE TEST REPORTS: FTL-1972 & M-3741 7) ALL FRAME CORNERS & PANELS SEALED WITH SCHNEE/MOREHEAD SEALANT. COMPARATIVE ANALYSIS: F 141 © GLASSTYPE S. I llir LG. WTEMPERED IWAIR SPACE, 7HS'LAMINATED IB'A.0N P9B.3M!' HS TABLE3 W H3.60'HIGH9L TABLE 4. WITH 2.43. HIGH SILL DOOR WIDTH DOOR HEIGHT DOOR WIDTH DOOR HEIGHT 54.000 80.... 93.000 34.000 8D.000 96.000 NEO POS NEO P08 NET P09 NEO PoS NEG P09 NEG POS 84.000 -53.8 53.9 -50.7 60.7 49.2 48.2 KOW -53.8 48.7 -50.7 46.7 .48.2 48.7 90.0 00 46.8 49.9 44.9 44.9 -4.T.7 417 W.000 49.8 46.7 4L9 44.9 417 43.7 MILD ASA 49.1 44.0 44.0 40.I 40.7 W.000 4B.1 48.7 44.0 44.0 40.7 40.7 4' MAX. -�{ I \ n �- 21' --y 4' MAX. (2) ROWS OF ANCHORS M. HEAD, SILL & JAN85 (SEE SM. 4 OF 6) MANON CEMER MAX ANCHORS DIM.IM. FROM ENTERRLINE 7YP.. HFAD &BILL + PP. NEAR &SILL (SEE NOTE 4) (OUTSIDE ELEVATION LOOKING IN) ODOR RroenL4loek P.E PID STRT 1070 TECHNOLOGY DRIVE NOKOMS, PL 34275 P.O. BOX 1529 NOKONIS, FL J4274 I2firXMITIM., IMPACT - ALUM. SLIDING GLASS DOOR SGO-70 I NTS 1 1 a 6 1 4340 i 1/16' NOM. 36 37 Q 1/2' AIR SPACE J/I6' TEMPERED GLASS — e— 7/16' NUM. LAME GLASS J/16' ANNOILED OR HEAT STRENGTHENED GLASS m .090 PV9 INNER LAYER (MONSINTO S411EX OR DUPONT 9U7ACRS) e— J/16' HEAT STRENGTHENED GLASS 591 NON. GLASS 9RE 23 24 — 7/16' MOM. LLMI CLASS — J/16' HEAT SDlENOTHENEO GLSS 090 PAS INNER LAYER (MONS NTO SAFIEX OR OUPONT 9UTAGM J/16' HFAT SIRENCTHENEO CLASS 5/6' NON. GLASS SIFE �ZF/it16L�LTRN111tlAfi6•f)rGt7?*Z1NG-iTDC'TFhitL�, . CHG THIS INDUSTl PRonU nvmD plifaN6se N[L " .S.e 2C4 g=21 Dedelm/4ecerpel MIA. GLAZING DETAILS nUe: °70 WK S, R J4275 E IMPACT - ALUM. SLIDING GLASS DOOR P.O. 6OX 1529 6eNe". SmN: Slot anvinp Na. Rm. NOKOMIS, a J4274 SGD-70 NTS 2 e1 6 4340 G XTERIOR 1a°° X 250 VEEPHDU:S- ROUGH OPENING I _ i -5.17 ROUGH OPENING 8 I.505 I - 5.177 REFERENCE TEST REPORTS: FTL-1972 & FTL-3741 INTERIOR :k 2.035 OR 3500 SEE NOFE,:T ON SHEEFJ. ROUGH OPENING SEE SHEET 5 FOR ALTERNATE MORTISE EXTERIOR LOCK & FMNDLES INTERIOR FOXED PANEL JAMB SRLE FASTENED TO RICK FRAME JAMS W/ ONE ALUMINUM ANCHOR CUP 7'AND JI-I/2` FROM EACH END (TOTAL OF FOUR), EACH FASTENED W/ TWO NO. R RY 1' PAN HEAD SHEET METAL SCREW. ~LI I— ROUGH OPENING I.2J5 I INOOCCf REylgpy 37 D`14�d /� c.l. D r0 Dz F.. 5�22/02 E—NO CRG THL^ � INDUSTRIES D.R. 2 I8 88 o.keon<�: SECT. VIEWS - OX 1070PE O ORS. FLJ4275 IMPACT - ALUM. SLI RWtIL CLMP.E PE WBTI2 sw w x Aa BOX 1529 NDKOM15, FL 3/274 Setln/NaML $GO-7D Xelc NTS STNt 3 ^F 6 4340 1 G IZ 112 SCREW (SEE NOT 1) 114- TAPCON W1 J12 HD wJ;4j4.11.4;' M• jj,.' MIN. WOOD SUCKL1/4.16inWOOD BUCK Aw. TYP. HEAD 114 " wx 2 X WOOD BUCK TYP. HEAD OR -m See ENtd'atiW�'�4 (SEE NOTE 1) 14TAPCON W 12 HO GROUT MUST .,—rR4NSFER SHEAR La4D TO SLAB f 714 MIN. --T tu I X WOOD BUCI DESCRIPTION I V. T. TION I VENDOR IVENDOR 1/4 . . . . . . . . . . . . . . . . 112 SCREW Z moD=R9vsw 1 -ADD-IJEW 37 bmft� rolb 12. F.K. 2 G 6 103 R*"�mv .29 04 %/03 MO NOTE 1) 7V 19, FADO"REMS 35, 36 • Pmn 1/4' TAPCON Rm Hr. G RaWbna 112 W/ HD L.T. 15102 TAPCON DESIG. T k K FI12102 ICORRECT EyaEpAfE&T,� 1 112' MIN. - MN. D.B. 1277619al I "ND;U A ANCHORAGE DETAIL & PARTS LIST NO TYP A 1070 TM�LOGY OR� NOKOMIS. a J4275 IMPACT - ALUM. SLIDING GLASS DOOR 1. USE URUI-040E COUNTY APPROVED ELCO ORI BW WCONS. mE PE P.O. BOX 1529 -7 pv.rnp Na --r--- IICKOMIS. a 34274 -;T5 ZZ -S 0 -1 6 434�G 5.777 .078 —iF— OOWG,1/4302 j 2—TRACK HEAD 6063—T5 I i 5J57 6063—T5 I I OWG.#4304 1s5sO 168 2—TRACK JAMB 60— 63T5 I IT r� I 2909 I.045 --I I1+III�pyl 62 .0 DW1 062 II 7.9BJ Il�p6�pJ'I� MOVING PANEL MMOVING I5 MEETING RAIL DWG.f/4317 6063—HST54 I7 SCREEN TOP RAIL 6063—T5 .078 —iF-- 4J5 F 5.177 DWG.#4303 O2—TRACK SILL 6063-75 1.235 —I I 1.87T I T- L r 1.9J5 1 1.22/ 1 .971 06T I DWG.f4J20 OWG.//4J28 ZO SCREEN MEET. RAIL 3 % FIXED PANEL CLIP 6O63—T5 6063—T5 I .oez —II— �1 I I� —{ 1.670 F DWG. j4305 O TOP & BOT. RAIL .062 IYr'�YIJ 1.045 DWG.#4318 I8 SCREEN BOT. RAIL 6063—T5 r— i. 86 -1-1 .337 .078 DWG.If4315 O 2—TRACK THRESHOLD 6063—T5 1.644 i- 061 ODWG.J4306 SIDE RAIL 6063—T5 1.872 I �1.019 .062 DWG.#4319 I9 SCREEN SIDE RAIL 6063—T5 w5 . .062 —11--' DWG. 4314 O FIXED PA EL ADAPTER 6063—T5 1.876 F— 2.048 062 DWG. 4308 IO MEET RAIL rX£D) 6063—HS 54 .245 •739 050 j -��— .824 DWG.I4395 35 I Vl I.G. GLAZING BEAD 6063—T5 // u/� 08j RWoKLCIe P.E nw9712 INDU TRI D.B. wK+NVan: EXTRI 3N6 W)S, J:2 E P.O. BOX -1529 NOKOMAS, fi. J4174 nw: IMPA( Sewe/MeEe. SGD-70 NTS 1 5 6 moml(.TReM16Pp "amm wmftnoW 07r 120Q GLASS DOOR 4340 1 G 90' DESCRIPTION I V.T. #1 QTY, INTERIOR TYPICAL'XO' OR'OX CONFIGURATION R.b L. 0,P.E. PEW9712 swuw IN VENDOR VENDOR # H411! Ill, ALTERNATE MORTISE LOCK & HANDLES NONOW.. a 34210 IMPACT - ALUM. SLIDING GLASS DOOR 1070 TECHNOLOGY PRAT P.O. BOX /329 uN°° ° ScbN: SM1eaf: ProrLp No. Rm N CWS, R 34274 SGD-70 NTS 6 n1 6 4340 G jo4cl EZ -W0X(WWr) MR MIA DAl1E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 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. 4345, titled "Aluminum Sliding Glass, Dooi, hnpace,, 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 lry 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 ID �pc3 Approval Date: October 30, 2003 _ Page 1 MAX 88.750 OLD 9&000 MAX 1.) 191.750 MAX DLO WIDTH ALTERNATE MORTISE LOCK & HANDLES (SEE SHEET 5) / x 0 0 )( It 6" MAX MAX. D.C.MAX. . 4" MAX._ 4" MAX. \ I TYPICAL HEAD &SILL 2 BROWS OF ANCHOR FASTENERS SEE SHEET 5 OF 6 ELEVATION. GLASS TYPES. COMPARATIVE ANALYSIS FTL-3741 1 1/16" I.G: 3/16'T,12"SPACE, T/i6" LAMI (3/16"A,.090,3/18"HS) DOOR- WIDTH DOORHEIGHT 71.000 1 72.000 80.000 1 84.000 1 96.000 149.500 60.0 -80.0 60.0 •60.0 60.0 -60.0 60,0 -60.0 60.0 -60.0 160.000 60.0 -60.0 60.0 -60.0 60.0 -60.0 58.4 -58.4 52.4 -524 168.000 60.0 I •BD.O fi0.0 •80.0 56.7 -58.7 53.9 -53.9 48.2 48.2 180.000 -60. 80.0 -IN 53.3 53.3 49.8 49.8 -4-9.7 191.750 60.0 -00.0 59.2 -59.2 .52.1 -52.1 49.1 r19.1 40.7 -40.7 -T 21 " MAX. O.C. 6- MAX. TRENGTHS EDAFE OR DNT GLASSTACDE PVB INNER LAYER BETWEEN V1)LITE OF J/ 6 " LAMINATED "ANNEALED GLASS AS AND (1) LITEOF AN .090 FOFYHEAT SS. C. 1 1/16" LAMI LG CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, A 1/2" AIR SPACE AND 7/16" LAMINATED GLASS RMa Fx. 1oao c=coRaccr raeLe s¢ ES 7/16" LAMINATED GLASS CONSISTS OF AN 090 SAFLEX/KEEPSAFE OR DUPONT BUTACITE PVB INNER LAYER BETWEEN (2) L/TES OF 3/16" HEAT STRENGTHENED GLASS, 2.) CONFIGURA710NS: OXXO, OX, XO, XX J.) SEALANT.• FRAME CORNER, INSTALLATION SCREWS & PANEL CORNERS SEALED WITH SCHNEE/MORfHEAO /fSIM5504 SEAM SEALER T 4.) ANCHORS: 1 ■ MAX. 6 FROM EACH CORNER (HEAD, & SILL) J/� INDUSTRIES MAX. 6" FROM EACH CORNER (JAMBS) // JJJ MMAX AX 4" EACH ADE OF HEAD MEETING& SILL: 13A.'L CENTERLINE /8} MAX. SPACING AT JAMBS: 21.000 / 'OMKOMM a 342755 5.) SHUTTER REQUIREMENT. NO SHUTTERS REQUIRED wwen�cae, v.e P.O.Box 1529 6.) REFERENCE TEST REPORTS: FTL-2369 AND FTL-3741 s' nUi( MOKOUM FL J4274 Re d e�: FK. 5%J0 03 e.vons e�lo& as: W & TARE ero0 F. I: 2 5 OJ flMelons: 9-W MMSE & aus TYPE . F.K. W.f0 0 � 13 00 F' RfV. A D.B. J 151991 a.envue::: - ELEVATION & NOTES ALUMINUM SLIDING GLASS DOOR, IMPACT sane hex: SOD-70 xae: NTS sn..r. 1 aF 6 ft." ft.Rw, 4345 D 1 1116- NOM. 61 OR @ 1/2" AIR SP. 3/16" TEMPERED GLASS 7/16" NOM. LAMI GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INNER LAYER — 3/16" HEAT STRENGTHENED GLASS 591 NOM. GLASS BITE JOM. LAMI GLASS AT STRENGTHENED. GLASS i INNER LAYER HEAT STRENGTHENED CLASS VOM. BITE vaoauclacvrerD ua�e6wvavmsMY d.bte F.K. 2 5 0J B-ADD 1 1/16' I.G. ..�.. b.d. F.K. 100 1J OD REV. A 1 DUSTRIES D.B. J 15199 OercnPllPm GLAZING DETAILS 1��b/03 rill .. 10i°o¢o"s"o an"s"` ALUMINUM SLIDING GLASS DOOR, IMPACT BoGM1I GIN, P.O. BX 7629 NDONlS, FL J4271 S6W�. Sro.L rmrNg Na Rm0G0-7D Ns 2 177 96.00 MAX. 19 5.357 191.750 MAX J 119 47.875 MAX 4J iiij PANEL WIDTH EX-fERIO 41 9 9 ROUGH 6 6 Ir OPENIN SEE SHEET 5 FOR ALTERNATE MORTISE , LOCK & HANDLES MaumLyMm L walk"mb �2 aG� � ' F.K f0 �20 OJC-NO CHG THIS SHL RewCBy.• F.K. 5/30 OJ aona: C-A09 CLL6 7t}'f REN 6 1 1 1/2 X1/4" 2.435 Or " F.X. 0 2 e5 03 F°W°hna: 8-M0IT aQWG OEL 9I7 J 1 WEEP HOLES ° F.K. 10113100172V. A 5 6 3° 15 5.177 e INDU TRIES D.B. 99 011Cdp"0"' SECTIONS ROUGH OPENING 4 2 1 J RG°: EXTERIOR TrCAtWSE6'TION fp mo f0]0 if'GNNIN.00Y ORM1E 90KOnaS. n J4276 ALUMINUM SLIDING GLASS DOOR, IMPACT R° LOImk, RR P.O. BOX 1529 Arin/boM4 Seats: SMeh Mr 9 Nr. Rev; BBNtiv�' NOKOMIS, R J4274 SGD-70 NTS 3 °f 6 4345 D 12. 35 5.777 --I 4303 2—TRACK SILL AP-12246 F--5.177� —T9 4J02 2—TRACK HEAD AF-12245 —f 135 4J04 2— F—C12 JAMB AF—I2247 --I 1.986 r.557 �4315 —T 2-7RACK THRESHOLD AF-12255 1 fil —I 1.670 — 4305 TOP & 60T. RAIL AF—f2248 1.876 I 1.800 1.045 —f—I —r '{ 19 2.48 s� S 1.99J 1 048 4J14 1.0454— 4 FIXED PANEL ADAPTER 4308 AF-12254 4317 4318 4319 MEET. RAIL MED) SCREEN TOP RAIL SCREEN BOT. RAIL SCREEN S/OE RAIL AF122 I AF-12256 AF-12257 AF-12256 1.939 1.188 L1935.7— 1.342 —H 2.909 .971 — 1.305 L L 432a FIXED PANEL CLIP 4344 AF-12262 SCREEN ASTRAGAL (0XX0) 4326 MOVING PANEL MEEO PAIL (H.D.) AF-12261 2.282 F- 2.948 PANEL A5.342 (M(Oin L � 64342 MAT'L• 6063-T6 ALUM. NOTE ALL OTHER EXTRUSIONS ARE 6063—T5 ALUM. FINI i,l 2.376 1— 1.644 L 4306 SIDE RAIL AF-12249 -I 1.872 r 1. 21 L. 4320 SCREEN MEET. PAIL AF-12259 L 1.849 .739 T--�324 GLAZ. BE10 7116' Lam.) AF-5 4601 LJ .739 GLAZING5BEAD (i If%16" L. 245 I I 1�,050 —� � - 824 PR00Uyff�n LWD o ,y-py.e, 03.0512.D2 nr iAMI I.G.) ,y a""" /d E l� °nbeALG PE' �' INDUSTRIES K. fla2E is By: D JU UJ LbN: 2 5 03 L'-HU GXG' MI5 SHT B-ADD B-A00 1 1 16' C.B. F.K.f0 !J 00 RREI! A D.B. 3 75 99 EXTRUSION PROFILES °NOKO rIS, a 344275E P.0, BOX 1529 Noxouls R. 34zT4 Mr.: ALUMINUM SLIDING GLASS DOOR, IMPACT s.rtee/?b4tl: snie: sG0-70 NTS sneer 4 u1 6 B .I, N 4345 R... D po PAMKPAO 3/16, T/A1yl 1 1/9MW. .� .^. p�•. 3x w BucK x 1p xr000 Bucx MAX. TYPICAL HEAD (WOOD) TYPICAL SILL (MASONRY) z x xwo Guar � ��• .). po PAMff/.0 i vwcunrmvs TYPICAL JAMB (WOOD) TMQ]N GUT YU6l HSFDf SNFIA arosuM J/16• TYPICAL H, (MASONR TYPICAL JAMB (MASONRY) NTL ERIO / O KEttOCK OARONAL Bdft Aawptra 02 EXTERIOR?.5 �wxL'I�[1C1pMM MORTISE LOCK COMPONENTS ` y? F.K� I I0 20 0 c=lo°fc c THIS snr. F. CY F.K.. F. 5/JO/03 2 e5 03 / 9 A G—NO CHG THIS SHT fl 'Ynm: B-Wa nX, A00 MOR05E POMPS Cflp�P.E. PE p3pH3 1 U DRIES FK. 10.13 00 REV. A D.B. C u 3 15 99 Bescneuen• ANCHORAGE & i A� LTERNATE MORTISE 1070 TEONNOl00Y DRIVE NOKORS, ii NE79 P.O. 1EZ9 NnxowS, s, n .T6274 nua: ALUMINUM SLIDING GLASS DOOR, IMPAC7 SeN•/MepH' sc0-7o SnM1.• NTS SI:.YI: 5 pT 6 O,v�/np Ne. 4345 Rw : D FROUFc MV1fiLD AWWy 14 na.0512.02 S�hWm �1TIp5 a1 yv�w. 61 63 nrc. 5 30 03 G , Fm Feu u c u tit ' F.K. 2 �5 03 Fmnw. D-ADD TO PAR75 LST F.K. 10275103 Lb�.�IOFw: PARTS LIST 1070 as J4275� MI.: ALUMINUM SLIDING GLASS DOOR, IMPACT FOEe�L OWk P.E Aa BON 1529 xoxowrs, aa4974 Arfar/AbJ.I: s 70 Smh; NTS 5t..t 6 e1 6 DVHn9 Na. 4345 Fm D