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HomeMy WebLinkAboutSUBMITTED PAPERSDate: -Fee Due:- i M, Receipt# V ,;V s - St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED BY APPLICATION FOR REPLACEMENT OISt. Lucie County WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE 1. DOORS 2. PARCEL ID NUMBER: 1 Z 610t7 l p0D1 600'-E 3. DESCRIPTIO N 0 F PROJECT OR WORK ACTIVITY: t /U 4. TYPE OF STRUCTURE: ❑ SFR OTFIER l �i .[']� 5. OWNER=INFORMATION'' Name: I &CSCCamlL �V 6. CONTRACTOR INFORMATION FL Reg/Cert #: Address: 3iCD �Ap* A l'R A-�j"ip' LDS` County Cert#: Z 1 S"O$ City: IcIt State: "F'L , Business Name: wajx lm p TIME,) Z hc, Slap -tea Zip: Phone: ".$lb--1`tgrPhone 33,4—loU Fax1-1a-33�4— LO—lS Product Tabje 1606.2B Minimum Design Design Model NOTICE OF ACCEPTANCE # Pressure Pressures Manufacture Number FLORIDA # 130 mph 140 mph • 15' maximum height Windows & Skylights Exposure B 1 40.7 47.2 G-r . $q7 No. �7 ©3��7 p/ ExposureC•.• 49.2 57.1, Swing & Garage Doors I 1 Exposure B 38 44 Ex osure C 1 45.9 53.2 7. VALUE OF CONSTRUCTION: $ {'11 topo' OWNER'S AFFIDAVIT: 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 construction and zoning. 1 i STATE OF FLORIDA, COUNTY OF ME THIS 12— DAY t,i", 20-7— BY „Jf3// 6� /J1��.J ,..T WHO IS PERSONALLY KNOWN TO ME OR WHO HAS f 70 a a 0 G AS IDENTIFICATION. SIGN E OF NOTARY—�— TYPE OR PRINT NAME OF NOTARY c TITLE: NOTARY PUBLIC COMMISSION NUMBER .00 �rSyyq� Window. Skylight, Doors. Garage Door permit application 7118105 dmg 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. Attach 2 copies of the NOA or Florida approval witli details to the product being used 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' &,Oveihelld 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 that includes any type or kind of structural alteration. 'Building activities; involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ................... ...................... ;..-- 2. PARCEL ID NUMBER: .................................::..................... 3. DESCRIPTION OF.PROJECT OR WORK ACTIVITY........ 4. OWNERS INFORMATION: .................. ............................... } 5. CONTRACTORS INFORMATION:: .................................... 6. VALUE OF CONSTRUCTION: Indicate the street address, or general location, of the property on which the building activity is taking place. Indicate the Broperty Tax Identification Number for the property on which the building activity is taking place; Briefly describe the.building activityunder permit application. Indicate the name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. _ 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 ZoningDepartment, 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. of this Windows, •Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections (772) 462-1261. SLCCDV FORM NO: 006-05 Garage Door permit application 7/1 B/05 dine -Property Appraiser-- St.Lucie C,­7ty,-FL- --- - Pagel- of 1 _-i r , PROPERTY RECORD CARD Wayne Macomber Record: 1 of 1 «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification VOCIE CO Site Address: 3100 N A1A ParcellD: 1425E06-0075-000-0 � y Gym Secliown/Range: 25 :34S :40E Account #: 8943 .., < Map ID: 14125S Land Use: Condo ` Zoning: City/Cnty: ST. LUCIE COUNTY'.^.,,, ;.•' Ownership and Mailing Legal Description Owner: Wayne Macomber Dabble L Macomber SANDS ON THE OCEAN -SECTION 1- UNIT PHB5 (OR 2542-691) Address: PO Box 1458 Port Orchard WA 98366 Sales Information Assessment Final Total Land and Building Date Price Code Deed Book/Page 2006 Val: 365000 Land Value: 0 Acres: 0 4/7/2006 480000 00 WD 2542 / 0691 Assessed: 365000 Building Value: 365000 11/1/1987 160000 00 CV 0566 / 1397 Ag.Credit: 0 Finished Area: 1207 SgFt 12/1/1986 64000 01 CV 0525/2039 Exempt: 0 2/1/1985 165000 00 CV 0456 / 0451 Taxable: 365000 7/1/1983 164000 00 CV 0406 / 2729 TotalTax: 7307.38 BUILDING INFORMATION .n, No` Image Available Exterior Features 3900 View: Ocean RoofCover: - RoofStrucC - View ExtType: X131 - SndOTOcnSc1 YearBlt: 1983 Frame: - Grade: NT -NT EffYrBit: 1983 PrimeWall: - StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: - PrmintWall: - FullBath: 2 HeatType: - AvgHt/Fl: STD 1/28ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth PUNT - PUD UNIT S 1 310300 AV AV 0 1 0400-Condo N -No Land Val 0 0 CLiv - CondoUvArea S 1 1207 AV AV 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/pre.asp?prclid=142560600750004 7/19/2007 Building Code Compliance Division Receipt 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http://stlueleco.gov/ce Date: 19 July 2007 Receipt #: 0000055933 Job Address: 3100 N AlA 'ermit Number. SLC- 0707-0256 Received By: humphreya Amount: Paid With: me Jredit Card Number: XXXXXXXXXXXX3375 Check Number: Paid By: janet a milici Sign: 0 �rTGwy �H/a+w7 Code Compliance Division 2300 Virginia Avenue' Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 http:listlucleco.gov/ce BUILDING PERMIT Issued: 07/19/2007 Conf A 620 Permit #: SLC- 0707-0256 Job Location: 3100 N AlA City: FORT PIERCE Permit Type: Building (Miscellaneous) Page 1 Job Description: REPLACEMENT OF WINDOWS 8 OPENING & SLIDING GLASS DOORS (10 SLIDERS) WITH IMPACT RESISTANT PRODUCTS IN CONDO Subdiv: Sands on the Ocean Section 1 - Condo Lot: Block: Contractor JANET E. MILICI Parcel: 1425-606-0075-000/4 NATURAL FLOW INC 1084 NE INDUSTRIAL BLVD JENSEN BEACH, FL 34957 Property Owner WAYNE MACOMBER (772)334-1011 (360)876-1455 PO BOX 1458 PORT ORCHARD, WAL 98366 Property Owner DEBBIE MACOMBER PO BOX 1458 PORT ORCHARD, WA 98366 Setbacks Left: Right: Number of Units: 1.00 Floors: 1 Minimum Floor Elevation: Job Value: $ 17,600.00 (360)876-1455 Front: Rear: Zoning: Buildings: 1 Square Footage: 0.00 Flood Map: Flood Zone: Elev: Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2004 Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, stale agencies, or federal agencies. s:553.79(10). F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND. TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Christopher Lestrange_ _ _ _ '7 f9-d Building Official Date For Automated Inspections, Call (772) 462-1261 For Questions, Call (772) 462-2172 St. Lucie County Land Development Code Section 11.05.01 (A) (2) states; Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit. Code Compliance Division 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 http://stlucieco.gov/m INSPECTION CARD Permit#: SLC- 0707-0256 ConfA 620 Type: Building (Miscellaneous) Issued 07/19/2007 Status: FIN " `e i " ;:':? Double Fee: No Job Location 3100 N AlA City: FORT PIERCE Jurisdiction: St. Lucie County Lot: Block: Parcel: 1425-606-0075-000/4 Subdiv: Sands on the Ocean Section 1 - Condo Flood: Elev: Flood Map: Job Description: REPLACEMENT OF WINDOWS 8 OPENING & SLIDING GLASS DOORS (10 SLIDERS) WITH IMPACT RESISTANT PRODUCTS IN CONDO Setbacks Left Inspection Notes: Right Front Rear: Contractor JANET E. MILICI NATURAL FLOW INC (772) 334-1011 1084 NE INDUSTRIAL BLVD JENSEN BEACH, FL 34957 Property Owner WAYNE MACOMBER (360) 876-1455 PO BOX 1458 PORT ORCHARD, WAL 98366 Property Owner DEBBIE MACOMBER (360) 876-1455 PO BOX 1458 PORT ORCHARD, WA 98366 Permit # Status PT Cart # DBA r., Owner /Builder Job Description INSPECTIONS - For Requests, Calf (772) 462-1261 Permit# Code Description Priori Date Schad. Res Description Inspector Date lnsp. 0707-025E 101 Notice of Commencement 1 81 Disapproved Barbara Counsello 10/1012007 RECVD FAX NOC- NOT RECORDED WITH CLERK OF COURTS AT THIS TIME. 10/10/07 bac 0707-025E 101 Notice of Commencement 1 92 Accepted As Noted Irvie Saunders 11/14/2007 Re -inspection 1 0707-025E 133 Window/Door Bucks 2 11/15/2007 90 Approved Gary Gerstemeier 11/15/2007 0707-025E 148 Window/Door Attachment 2 11/15/2007 90 Approved Gary Gerstemeier 11/15/2007 0707-026E 149 Progress inspection 2 11/16/2007 90 Approved Gary Gerstemeier 11/15/2007 (is) 0707-025E 600 Product Certification 2 11/15/2007 90 Approved Gary Gerstemeier 11/15/2007 - 0707-025E-999�Final-lnspection—� -2-=11/15/2007 99—Final ApproGat Gary Gerslerreie� 11/15/2007 Re -inspection 1 0707-025E 999 Final Inspection 2 10/11/2007 74 Cancelled by Building I Barbara Counsello 10/10/2007 10/10/07 incall schedule with bob/ contr. bac ' 10/10/07 recvd faxed NOC - MUST BE RECORDED WITH CLERK OF COURTS; CANCELED FINAL - no inspections until then. bac '. J ✓v, `'. Permit Nun 0707-0256 NOV-14-2007 11:06 FROM: "�crrn� F � O"1 d1-02 Sly Tat mtdeatpa a bemby t(vm skim that bepmvemm Morida statue tbm fotlmvin{ bb"daa upmvldrd ( L DMKRM DaerraaW=U SWdesc*&aaad smmrvmom 3. ownwonacuaaolt 4, L LBmia'aHUMADMMAem PHamlta MMIj 7. PMT=v fttbcSteeofFlaidadw�puetdby Section 7U.13 (1) (a) 7. Florida Snores. nAau. Armaav Arm tarots noeQ>d S ID add(tloDmhitEilf('orbeaefL Dv 70.13 (1) ft FladdaStuode KUMADDdMAlm L• MMOM 9..29kation duo of a cdcs ofeommeoc=cd (dto T0:1772462 CEg�,TiED ''" Jb017(b-JJ Y.0 t i NOV 1 � 2007 BY: do to ealela rat taaWW. ad In aceatdlnee with Chmpl r 713. - I TMIN.t or otba doeammD uay be amved asprovfded by acopy affrte Lismes "co u pmvMW in Seadmt is I yar from the due ofm tdiop mdesl a dfffaent dMa is mrs of Dtrnu or PrintNatu a.d Yenvlda Sleaatory'a 11d Dfdee ces Aamaeiad•fMtcerJDieeeledPufaadMaataer Stets armarida lvrt:ash:n�ia+? Cmwof(�Itc.M Me foregoing hmmtmmt vm admavdedged bafma me tbio a - -/ po daY Of OC'T7QG/L .?AUZ m:n�no BY ebb; C .f l ercay zber e H ' (tome of ) il� (type ofatllnrity„..L6 ot8ap. busmaaMML7 in Sal z ti ec3 For mm (tttmmofpey .. _�m.r:.. i rW - e v tmi 1 r :OE r f3tptga7e:^.,: 2-PUNie) TO a I1nhrPwltleao. r{L wim, �q �l elb5ortLnd dad the$eb in k we We to W best army kNMtrdaeW y3 m baliarfSeedon9237Ji PW z 0r.. S7 •ear •r Orraee(tp Aatl IDurlDtretbr l Parfttrft sa who dVmd above n C By 0 L � OCT-10-2007 12:11 FROM: T 7724626443 P.2 A---r2b-2E707 10:56 FROM: ri 'qA' 0--- -- -_._. .---- - 8769508 - - P.1 NOTICE OF COMMENCEMENT Peewit No. fi'��'/ Qo?�l , Property Tax ID No. �K��19-way.iOlo State of Florida County of 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 Notice of Commencement. Legal Description of property and address if available _J t �. t%�(� Ft. 1J1eVa- FL- General description of improvements Ce Mt -A+ 1) f (�¢ Owner ) ()n, = t ae\llll zb bTT, e I� f F1 nn iw✓ Address Owner's interest in site of improvement 0 U.111etr 0+ C"An Fee Simple Title holder (lfother than nwoer) Address Address by'Section 713.13 (a) 7., Florida Statues: Name_ Address In addition to himself, owner designates �J Phone gT,i . Fax to receive a copy of the Lienor's Notice as provided In Section 713.13 (1) (b), Florida Statutes.Expiration date of ootleeof� O commencement bone year from the date of recording unless a di rent date is weer Signature prj� , State of Florida County of Acknowledge be are meth' 1 day of is persooall I nown to me or who has produced gaatureof jktnry ryp Title:;Notary ublic Commission Number 0 If Phone 0 Fax 0 as e or Prin Name of Notary � (Sang ' - a,,,, •• TRACY VALENTINO N•'oa.. , olary Public -Stale dt lorida 30-7y , v � �Y�amm�an -iyh �S ComMBslon # DD 327446 "�%W,,,b Bonded By Nallonol NolaryAssn. OCT-10-2007 12:11 FROM: T 724626443 N P.1 wk 1 i OCR 1 ° zN7 I Natural Flow :.- 1084 NE Industrial blvd Jensen Beach, FL 34957 Phone:772-334-1011 Fax:772-334-1078 `IP, CA-c4 From: �a Attn`�r6ya L Page(s): Z Fax: 9')1-,4coz - Ipg43 Date: to"ia%v'7 Phone: Re: Noneg. n-F cn mm . Please Reply Urgent For Review Lq • . 1p I.:., MIAM BMW M M DADS COUNTY, FLORIDA MEIRO-DADE FIAGLER BUILDING BUHMG CODE COMPLIANCE OFFICE QWCO) 140 WE.4'1' FLAGLER STREET, SUrM 1603 PRODUCT CONTROL DrMON MIAStf, FLORIDA 33130-1563 (305) 375-2901 FAR (305) 375-29M NOTICE OF ACCEPTANCE (NOA) www.buldiseodeonlfne.com PGT Industries 1070 Technology -Drive Nokomis, FL 34275 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 Mann -Dade County prodaa 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 (AM. This NOA shall not be valid after the expiation date stated below. The Miami -Dade County Product Control Division (In Mani Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material f ds to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM 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 ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH4100 Aluminum Single Hung Window - LMI APPROVAL DOCUMENT: Drawing No. 4065-1, tided "Alum. Single Hung Window, Impact (IW , Sheets 1 of 10 through 10, prepared by manufacturer, dated 04124/02, with revision I dated 1117/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with theNotice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manuficturces name or logo, city, slate and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of" NOA shall be considered a&rarenewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION ofthis NOA will occur after the expiation date or ifthm has been a revision or change intbe materials, use, and/or manufacture ofthe product or process. Misuse ofthis 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 ofthis NOA shall he cause for terminatiorh and removal ofNOA. - ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiation date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirely. INSPECTION: A copy of ibis entire NOA shall be provided to the user by the manufadmer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA-revises-NOA it 04-OM03 and consists ofthis page+and evidence pages E-1 and-E2, as well `as - approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA Ka er 0.03 Espirafloa Date: December 1313, Z007 Approval Date: March 1, 2007 Page 1 F4 F PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBAffMD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4065-1, Sheets 1 through 7 of 7, titled "Alum. Single Hung Window, Impact (LlVI)", dated 04/24/02 with revision I dated 1/17/07, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of a series SH-800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4955, dated August 7, 2006, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of a series SH-800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,3258, dated February 26, 2002, signed and sealed by Luis Antonio Figueredo, P.E. (Suhndaed under NOA # 02-0719 05) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of a series SH-800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F L-4008, dated January 16, 2002, signed and sealed by Edmundo Largaespada, P.E. Product Control Expiration Date: December 14 2007 Approval Date: March 1, 2007 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, prepared by manufacturer, dated 10/2f06 and 11/9/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98/02 2. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 07/20/04, revised on 10/06/04 signed and sealed by Robert L. Clark, P.E. 3. ASTM- E 1300, and structural analysis, prepared by manufacturer, dated 07/15/04, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Nframi Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-1204.01 issued to E.1 DuPont DeNemours for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 03-0415.13 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 12/11/03, expiring on 12111/08. F. STATEMENTS 1. Statement letter of conformance and no financial imerest, dated October 2, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTl�4955, issued by Fenestration Testing Laboratory, Inc., dated August 23, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Notice of Acceptance No. 04-0722.03, issued to POT Industries, for "Series SH-800 Aluminum Single Hung V mdow—LNII", approved on 11/11/04 and expiring 12/13/07. y Product Control min r NOA Na WIIOIK03 Expiration Date: December 13, 2007 Approval Date. March 1, 2007 E-2 1. GLAZING OPTION: 1i A 1/16' LAMINATED GLASS CONSISTING OF (2) UTES OF 311W HEAT STRENTHENED GLASS WITH AN.0901NTERLAYEROF SENTRY GLASS PLUS BY E.I. DUPONT DENEMOURS & CO.. INC. B. 7118' LAMINATED GLASS CONSISTING OF (2) LITES OF e/16' HEAT STRENTHENED GLASS WITH AN WE INTERLAYER OF VANCEVA BY SOLUTUI, INC. 2. CONFIGURATIONS:'Or (111, VIEW AND RADIUS TOP) 3. DESIGN PRESSURES: (SEE TABLE 1) A. NEGATIVE DESIGN LOADS BASED ON TESTED TABLES ASTM E 130088 ORASTM E 13D602. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13" ORASTM E 130002. 4. ANCHORAGE THE 33 ��/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S THROUGH 10 FOR ANCHORAGE DETAILS. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-3258, FTL-0008 AND FTL-0956 ELCO TEXTRON NOA: 04-0721.01, 03@26.05 ANSVAF&PA NDS-20DI FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). EXTERIOR INTERIOR 1 87 I, M. GLASSBITE s V BB TABLE 1. DESIGN PRESSURES L SITES & CONFIGURATIONS) ANCHOR TYPE 11 SUBSTRATE POS NEG 5MU'ELCOTAPCONS II 3.&KSI CONCRETEN.5KSI CMU +90.0 •110.0 OTHERANCHOR TYPES AND SUBSTRATES AVAILABLE, SOME WITH DESIGN PRESSURE LIMITATIONS. SEE SHEETS 8 THROUGH O FOR SPECIFICS. 0.090 SENTRY GLASS PLUS BY E.I.OUR & CO., INC.OR 0.076 VANCEVA PABB��ttR1® NOK01@,]sab 3116' HEAT STRE�JGTHENED GLASS 311W HEAT STRENGTHENED GLASS 71IV LAMINATED 7H8'LAMINATED GLASS 1 a 10 1 40851 NOA DRAWING MAP SHEET GENERAL NOTES ._._----- I GLAZING DETAILS ............ I DESIGN PRESSURES.......1 ELEVATIONS ..................... 2 VERT. SECTIONS ............. 3 HORIZ. SECTIONS ............ 3 PARTS LIST .......... .... ..... _ 4 EXTRUSIONS .................... 5 CORNER DETAIL ............. 4 ANCHORAGE .................... 8-10 eu0oucr urrt.=.eu r�ometYlo{a1t� tie erAd� 4mwrN^ 3T m �✓,�7 /. Ckk P.E. PE0639719712 6Vumn1 118' 49 6/8' DI SEE OLD 0 TABLE F Two III x 48 — HEIGHT 381n0' MAX BASH HEI HT I+-831,1' M&X WIDTHS{ B r 1 MAX. HEIGHT I I I X 2 SASH SEE HEIGHT 1 B ►, I DETAIL D VIEW (CUSTOM SASH) 1 NOTES: 1. SEE SHEET 3 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 4 FOR CORNER DETAILMEWS. S. SEE SHEETS B THROUGH110 FOR ANCHORAGE INFORMATION. 1�3118' MAX. WIDTH—j AI A ILO E 0 j 76' MAX HEIGHT ILO x j .E DETAILS _ _� VIEW (STANDARD SASH) 1/8' MAX. WIDTH E� I E--J 2 j TABLE X j SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) PABQIl1® NOIR110,R�121� VWLbr Berm �' WM1PD -6311W MAX. C--1 7517 C-i 0 j j HEIGHT ? DLO X 1BLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING FIXED LITE HIGH DETAIL SILL -- (-A— —341/8'�J B 41 114' C 40 7/8" D 52 11/16" E 52 6/16" SASH DETAIL HIGH SILL { A -- - 34.1/T'.7 B 271/8" C 271/8" D 15 3/4" E 15 3/4" TABLE 2. 2 n 10 1 409-1 PRODUCTREWIMI .w pwft. d RwNe 0.03 L007 PEP 12 smKiw91 FOXED LITE DAYUGHT MA%.VENI DAYLIGHT 11 & 1; BALANCE USED ON SASHS <40 LBS REINFORCEMENT REG9. ONLY ON VIEW AND RADIUS TOP WINDOWS NOTE) INSIDE (SEE NOTE) SECTION A -A OUTSIDE SECTION C-C RADIUS TOP (HEAD DETAIL) BALANCE USED ON SASHS>40 LBS 18&l8 rTX.rK i. ULTRALIFT NOTES: ONLY 1. MINIMUM OF ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS n / LOCATED S' FROM EACH SIDE OF VENT. 2. TWO 6W WEEP NOTCHES REQUIRED (ONEAT EACH END OF SILL, SCREEN RETAINER LEG.)Fjp 1EWTESTREfORT cnONS /,/7 nm�Rs�C. ALUM. SINGLE HUNG WIN 0 IMPACT LM BrAellLM*.P.E. Np1101p9. 1%214 yp/y4. $� PEON12 Seem Haft S r 07 a IOB6.1 I S K"W L ITEM D➢VO # I; DESCRIPTION PGT# 1 4D02B FLANGE FRAME HEAD 64002B 2 1155.1 08 X V S.S. QUAD PN. SMS 781PDX 4 4050B FLANGE FRAME SILL 640508 5 1062 WSTP., .187 X.270 FIN SEAL 61062G 9 4OD4 FLANGE FRAME JAMB 612227 10 4025 SASH STOP 64053 11 4029 CALDWELL SPIRAL BALANCE, 518" 612244 12 4029 BALANCE BOTTOM BRACKET CUP 7BALTBKT 13 1D80 SAL. COVER, RIGID VINYL, 619" 6BALCVR916 14 #10 X 1" SMS 71OXlPPSDA 16 4029.1 CALDWELL ULTRA -LIFT BALANCE, .670" 17 #8 X 1 PHILLIPS FLAT HEAD S. STL 78XIFPAX 18 108D-1 .670 ULTRA-UFT BALANCE COVER BBALCVR870 19 4053 SASH STOP COVER 64053 20 4029-1 SASH BRACKET 7ULBRKT 21 #832 X 1/2' LG. PH. FH. TYPE F S. STL 7832X12FPFX 24 1086 SASH TOP, GUIDE, 11116" SAL 42WSR 8 L 25 40540 FIXED MEETING RAIL 640540 28 4066 WSTP... 187 X.230, FIN SEAL 6406BG 27 4063 MEETING RAIL REINF. TUBE .75 X 1.50 64083 28 4064 MEET. RAIL REINF. TUBE END CAP 44064 29 1179 #10 X 314" P. PAN HEAD TEK 18/8 S.S. 12" MAX O.C. 710X34PPSDAX 30 947 DIA. 318" HOLE PLUG 41722 32 4006C SASHTORRAIL 64006 33 1235 WSTP... 170 X.270 BACK, FIN SEAL 67S16G 34 1098 SWEEP LATCH 71096 35 1175 #8 X518" PH FH SMS 785OSS 38 4051A SASH BOTTOM RAIL 64051 37 1226 WSTP., BULB VINYL M249 38 2740A EGRESS LATCH 6274DAM 39 LIFT RAIL COVER CAP 74078"C" L OR R 40 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 41 4008 SASH SIDE RAIL 612231 42 1235 WSTP... 170 X.270 BACK, FIN SEAL 67616G 44 1085 SASH TOPiGUIDE, 9/18' 42504 45 1088 SASHTOPiGUIDE, 11/16' 42505 46 1268 ISASH FACE GUIDE 142501 60 GLASS, 7/16 LAMbi3/16 HS, .090 SENTRY GLASS PLUS INTERLAYER E.I. DUPONT DENEMOURS 8. CO., INC., 3/16 HS 51 GLASS, 7/16 LAMI-i3116 HS, .075 VANCEVA INTERLAYER BY SOLUTTA, INC., 3/16 HS 58 1 ISILICONE, DOW 899, 995 OR EQUIV. 59 4222A GLA23NG BEAD 7/16" LAMI 84222 60 885B GLAZING BEAD 7/16" LAMI WIGRILL KIT 6885 66 1224 VINYL BULB WEATHERSTRIP "THICK" TP-247 67 1822 GLASS SETTING BLOCK 3132 X25164 X1 71622K 69 1014 SCREEN FRAME (HOR. & VER.) 61014 70 1630 SCREEN CORNER KEY W/RINGS 71630 71 1631 SCREEN CORNER KEY W/OUT RINGS 71631 72 1073 SCREEN SPRING 7CASP 73 1624 SCREEN SPLINE -.135 DIA. FOAM 81824K 74 1635 SCREEN SPLINE -.135 DIA. HARD 61635K 75 SCREEN CLOTH 61816 76 505 GLAZING CHANNEL (.588 X.500) 6533402 77 1161 146 X 1.000 PH. BUGLE TEK SCREW 70BAl 78 1 FOAM GLAZING TAPE Ill X 112 62BV1610 VIEW D-D (111 S VIEW HEAD 8 SILL, RADIUS TOP SILL) P0.EQ%1� HCKCIOl, FLsl'd{ VIEW E-E (RADIUS TOP HEAD ONLY) 4 + 10 1 40081 Peeoucr P6VLSrD immsc�. •wuePre. W W dL Cb*.M PE 0=2 6Lu[hael & @ @ G A -- - 9-- w /§ ■ � |� � / �; 7 � m �[ m %d § 2\�� m 2.,� In \ p � /} 72§ \M § kZ § � @ Q e G) kGp |§ ` `2 w k §°� mo � r §{ ,§§�3 ��| - 2G)§ �7 )t$ Ot «- ; 2 $ IN §) ƒ. §.& d&� ANCHOR QUANTITIES FOR 711 WINDOWS TABLE 3. WINDOW HEIGHT SUBSTRATE: 26.603 I—'-34,603 _ 1 40.603 46.603 52.603 58.603 —64:6W_ 176.000 ANCHOR TYPE: l 10 o n �OpOoeJ o U a ti N U Q�N U NOaOoi U 2QiNOaON$NOOOZ o U o o U�1 o gN U OO'6NppNOZVOZN UZ o o O U NoVU U WNDOWGLA$ WIDTH TYPE U U U U U U 3 8 U 3 U tJ 3 o U 5} U 8 o 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 A 12.111-112121i12122222222222213212212232122123132222333122:2 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 1 143 1 1 24.000 A 121'.21113121:223222.22,322223i 322223.42222342222443,322 PSF.*: �. 32.000 t 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 A , 2'2112 1 2 2'3 2 2 1`2 2 3 2 3 2 2 2 412 312 2 3 412 312 2 3 413 312 2 3.5 3 312 2 4 513 413 3 PSF =.85 'ii '37_000 i"T 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 A 11 2�.2 2 2 1 2 2 3 2 2 2 2 2 4 2 3 2 2 3 4 2.3 2 3 3 6 2'3 2.3 3 513 312 3 4 513 412 3 5 6 34 3 3 PSF F79 1, 103- 40.000 2._ 2 1 2 -2 2 2 2 2 2 2 1 2 1 2 2 1 2 1 2 3 1 2 1 2 3 2 2 3 2 2 A 22212 1 2:2 3 2 3 2 2 3 4 2 3 2 2 3 412 312 3 3 512 312 3 3 513 312 3 4 6 3 4 2 3 5 6 4 4 3 4 PSF �73 1� ;Q1: 44.000 : 2 2 2 2 '1 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 A 2,221, 222232322342323353323353323463423463.423E:74534 PSF'.80 ;83. 48.000 2 2 :2., 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 A .,2.: !, 21�2 2 2 2:9 2 3 2 2 3 4 3 3123 3 6 3 3 2 3 4.6 3 4 2 3 4:6 3 4 3 3 4 7 3 4 3 3 6 8 4 5 3.4 PSF ;6? 102 76_ :07,' 63.125 2 ,2, 2 2,r 2 2 °3. 2 2 3 2 2 3 2 2 4 2 2 4 3 2 4 3 2 A 2 2 2'i2 2 2'2';3 2 3 2.2' ;4' 3 4 2 3 3 5 3 4 2 3 4 613 413 3 4 714,413 4 5 7 4 5 3 416 8 4 5 3'4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 2- IM ELCO SS4 CRETE-FLEX 3.012 STEEL SCREWS (G6) 4-6118' ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL OF. e3' MINIMUM O.C.SPACING. HEAD -1S 1f2' MAX. FROM CORNERS JAMBS -10' MAX. FROM TOP CORNERS Z' MAX. FROM BOTTOM CORNERS 1/8' MAX. ABOVE MEETING RAIL W MAIL BELOW MEETING RAIL SILL -ANCHORS NOT REOUIREO 3. INSTALL IN MIAMI-DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. SHADED WINDOW SIZE BLOCKS OFTHE ADJACENT TABLE ARE LIMITED TO THE DESIGN PRESSURE SHOWN ABOVE THE QUANTITY OF ANCHORS. TABLE KEY: ro TEQ0IDtD0YGRIYS ANCHORAGE 1/1 WINDOWS NaGG109,R31L6 ny p t® ALUM. SINGLE HUNG WINDOW IMPACT LM p,e,n�0¢h,pE slim SH%0 NTS 6 • f0 4066.1 / sews of ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 4. I. WINDOW HEKiHT SUBSTRATE: 29.655 37.165 44.655 52.155 59.655 67.155 74.655 76.000 ANCHORTWE: s a N � < Q H25� 3 + N �8f 8N �8• QQQ H 33 n8 8,4 QQQ 3 CU1 .7. WINDOW GLASS&N WIDTH TYPE 19.125 A 1 1 1 1 1 1 1 1 11-1 11 1 1 1 2 2 2 2 2 1 2 2 2 21211 1 21212121212 1 31212121212 3 3 2 2 2 2 3.3 2'2 2.2 31312 2 2.2 PSF :7�9;, 11 24,000 A 1 1 1 1 1 I::t 1 1 1 1 2 212121211 . 3 312121212 . 3 3 2 2 2;2 3 312121212 414121212 2 4 4 3 2 2.2 4 413,212 2 PSF ',W ,jV2 �8 : 32.000 1f..'lII .._ 1 ,: 1 2 1 i 2 i 1 2 1 1 2 1 1 2 1 1 2 1 1 A 11 t: 1 -.1 1 2 2 2 21212.3 3 2 2 2 2 3 3 2 3 2 2 4 4 3 3 3 2 4 4 3 3 3 2 5 413 313.2 5 414 313 2 PSF '.r19; ', B;i` 108.78 37.000 A . }�7 =; " ._ y 2'� 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 ;ll` {..'t 1 1 A 2'.2 2 2 2 2 3 3 2 312 2 4 412 312 2 4 413 313 3 5 5 3: 3 3 3 5 5 4 3 3 3 8 5 4 3 3 3 PSF CAB¢. a4:i'49 :73' .99 40.000 T2";:2 ?2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 A 1Ill ,1.1,:92222223,3232244332345333.3564333554:433654,433 ,;2 PSF 012150 38 88 :67. 87.' 44.000 2 2. =;i * 2 2' 2: 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 A'"2'' t304 _ , :1.12%22222833322443323553333564333664443864443 PSF A 59.< j79'. .53 103 .76 lOB 48.000 A,e'.i�l_ .% 2; `:_;z 22. 2 1 2 r;,3;` 2 1 2 3 2 2 4 2 2 4 2 2 4 2 2 1 .'4.:11':1 :1.;1 2: 2 ;2.212 2131 3 3' 312 2 4 i:4 3 313 3 5 5 4 4 3 3.6 8 4 4 3 3 6.6 54 4 3.7 6 5 4 4 3 PSF 38:-62 70 `SZ:- 00-1 1 71, -93 11061 53,125 Z r;2 2 22; 2 2 2 2 4 3 2 .`A=� 3 2 4 3 2 4 3 2 A >L ..2,``'';2 l2.222i�;23.3334434335'64433fiI_84433775444775.54.4 .. P.mugxI® BUmpB, RS 4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 2 - IN ELOO SS4 CRETE-FUD( 3 - 012 STEEL SCREWS (GB) 4.6H8'ELCOTAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP. e3' MINIMUM O.C. SPACING. HEAD -1812' MAX FROM CORNERS JAMBS -1712' MAX FROM TOP CORNERS 16' MAK. FROM BOTTOM CORNERS ®8118' MAX ABOVE MEETING RAIL 8' MAX BELOW MEETING RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI-DADE COUNTY PERT HE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. i 4. SHADED WINDOW SIZE BLOCKS OF THE ADJACENT TABLE ARE UMITED TO THE DESIGN PRESSURE SHOWN ABOVE THE QUANTITY OF ANCHORS. TABLE KEY: ruoruCT&eYI= ..'I awul04RbW eue�ptucxw 0 e ANCHOR QUANTITIESABOVE MEETING RAIL (HEAD 6 JAMBS), CUSTOM WINDOW HEIGHT MINUS SASH HEIGHT TABLE S. Ir WINIDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B. SUBSTRATE: 17,1172 22.172 27.172 32.172 37.172 42.172 47.172 55.920 ANCHOR TYPE: WSIDOWOIASSN Q I'l- 3SS pg 3 8.8ap '8 8`Jb EEO WDTH TYPE PS gm I. 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 Aj1 1 2 2 1 2 2 2 3 2 2 3 2 2 3 3 2 4 3 3 4 4 3 PSF Ol I 24.000 A l 1 2 2 2 3 2 2 3 2 2 4 3 2 4 3 3 5 3 3 5 4 3 PSF',Y08: 320OD 2'J 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 A 1 1 2 2 2 3 3 2 4 3 3 4 3 3 5 4 3 5 4 4 6 5 4 PS i84;^,. :pj "02 1:1 37.000 1 1 -2:: 2 1 2 2 1 ('2' 2 1 2 2 1 2 2 1 2 2 1 A ;2', 2 2 '4 3 2 4 3 3 (�fi�: 4 3 5 4 3 6 4 4 7 5 4 PSF 62: IDS �> '.'SOS ,'BQ' �IT00 ;108 40.000 .:2 -;Zi' 2 .Z %�2: 2 2 2 2 2 2 2 2 3 2 2 .3 2 2 3 2 2 A 2; 3, 3 3' 4. 4 3 6,J 4 3 5 4 3 6 5 4 7 6 5 PSF GO g.Q,3 106'O5`. '.1a1' 44.000 2.. 2 2 ,;'�. -2 2 '� "� 2 2� 2 2 3- 2 2 ..4 2 2 3 2 2 3 2 2 1 Z:<. {2:.` 3 A.;, 4 3 ;..5,; 5 4. A. 5 4 7 5 4 6 6 5 PSF 60¢1 1OB E3,�. `7Q8 ?{�": •;ni' '.81;', ,Q4'.�'1QT 48.0002't '2' ? .2 2 12 ��2 2 9.• 2 2 ?3 2 2 ':3 2 2: 3" 2 2 •A 2 2 2' 3' 3 3 4. 4 4 5 4$ �, 6 b` 7P 7 5 ..:2 f }: - PS TY.-. 0>,',� '63 7sr1..`.:;GG, >791.01 LI `. 3 ,1..... 63.125 2 2 2 42 2 3 i $. 2s 2 2. <§ 2 14t 3 23J S_ 2 9 2 A hgf:,. 3 4 4 7 6 1. ANCHOR TYPES: 2-IW ELCO SS4 CRETE-FUEK 3- 012 STEEL SCREWS (GS) 4-V16-ELOO TAPOONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP. e3' MINIMUM O.C. SPACING. HEAD -1812' MAIL FROM CORNERS JAMBS-171A^MAX FROM TOP CORNERS ea I1W ABOVE MEETING RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL IN MIAMLDADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE TABLE ON THE NEXT PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM NEW WINDOWS. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 518' MIN. TO 38' MAX 5.7W MAXIMUM WINDOW HEIGHT. 0. $HADED WINDOW SIZE BLOCKS OF THE ADJACENT TABLE ARE LIMITED TO THE DESIGN PRESSURE SHOWN ABOVETHE OUANTITYOF ANCHORS. P"DUCTREVISED ..*bx. wflbW Rv�lyoe. TABLE KEY: 07 HEAD gT 4 JAMBABOVE MTG. RAIL w ANCHORAGE, CUSTOM WEWABOVE MTG. R41L ALUM. SINGLE HUNGWMDOW IMPACT LM RabeetLTJOM1,p.E P.D.RQ%1Na we: ,.r arv► wT PEgW12 NamLe,R3ro1 Vurby Better 61fl00 ATT$ S • f0 4065.1 Z seumusl i $io $I$is c !$Io D 88 R - +ININ + Z N2 NININ NIN + N NI NI N IN N N N + +NI NI NIN 1=1N N N-I �_ _ I I _ I _COM y _ to a FC +IN N N N+++ N NIN N N +Ia IN ++ I+IN +�+, 11 ++ I I :a m O N N'N NI NININ N N £ N NINININ N +ININ NININ +'NI NI NI N'N +I+ NNI I I ! 3 C0 I IN �N N + +1+ NOOO C 3 L NI NIN N � � N NI NI NIN NINININ NIN +INN`NN N +:NININ N N +I+ NININ N + +I+j+!NIN +1+ + +IN ] J m III T� �� +ININ NININ + NI NI NI NIN + +I NIN N-N + a•NI NiN + +,NININ +I+ ai+I NIN + +I+ i+ + +I-�I+•+I+ I� n w WI, # W WWIO N WIWIWIW NI WIWIW W W N NI WI WI Ww N:N NINI NIW NININ NININ 3.3 N� r N NI W WI WIw NIN N WIWIW N NININ W W NN•NNI NIW NINININ NIW N NINININ1N + + NINININ +I+ +INININ � y N N!NNINw N N N NININ + NI NI NININ +ININ NININ CONC [j� [ wi a`aIAI W WIAI aIA WI WIWIa ala W WIW W'AiD wI WIW WIWIa NIWIW WIWIW N NNIN!NIW NININ NININ NIWIW W Wla N N WIWIWIW N NI W:W W!W N NIN`WIW W NI NINIW I, WIW NI N!N!NI NIW N�N NIN; NIN NININ N'. NIN NOL.0 y y � 3 N NIN W WIW N N N NI wIw NINININ NIW N NIN NININ NI N NI NI NIN 1 NI NININI NIN N'NNI NIN NIN N NININ ZZ Y® yp y wVf a�A)AP P �• WAIAIAI PIP W Wla:a a:4 WIWIW l PI4 WIWIwIwIa A Ww W WiW i 1 a NIN N NI W NI,N NINININ � 23 NOOD N i f� � WiW:W w aIP N W W 1 Wi WIa N W; WIW W:W NIN W:WIW W NINi WIw 1 WIW NI NI NINIW W NIN NINININ NININ'NI NIN 2 a �I m mw J°' D m N NIWwIw w N NINIW i W;W N NI NI WIW W NN:NIN W W NI N1 NjN Nw NINININiNN N!N NI N,N N NININ NININ coif Q g AI Ai4 P W W aID PIWIO wI aIA.4I410 W W!aiA4 W W WiW AIA4 - WI W:WyIAII N'NI NIW'WIA NININ NIWIW ;3 w IIIIIIIIIIIII� W WIW A AIa W WIWWWIa WIW WI W, WIW N WIWIW WIW NIN'WIWWW N NNINIWIW NIN NIN`NIN NININ NININ y '�Jj 1 � W N WIWIW W W N N W WIWIW N NIWIW WIW NININ!WWW I NIN N I NIWIW I N NIN NIN N N:N 1 NfNiN N NIN N N:N N a m �� � �IY_'�i. ix +� A WI4 0 0IJ D'A P 0 010 W AIPIP 0I0 w AIA:P Piw WIW A P NIW W WIP:PIa a NIN uiW:W D NIN NIW: WIW 3p l W WIW AA a V W W W Ala W wIWIWIWIa N WIWIW wIw NIN WIW WIW NiN N:N WIW NIN NININ N NiN N, NIN N CSC fJ o m((,m��^ W WIW WIW a N W WIW WIW NIN WIWIWIW N NINIW W W N NIN N WIW NI NININI NIN NIN NI NI NjN NIN NININ N Z3 {p C y AiP P �J V D AjP W W10 WIa 4 4IWIW W aA%P 4 P W WIa PPP Wl wla:a alA NiN WIWIWIA NININ WIW W Y, WIW W A aia W wI WIW AIP WI WIWIwIW'a N WIWIWIW A N NIW WIW W N NININ WIW N'N NININ N NININ NiNlN Z rp y I� S IIIIcJJJJ i IA w WIw W W a N W WIWIWIW I N NIWIW WIW N NIIWIw N W N N�NINIW W N NININ NIN N:N NINININ NININ I NIN N a COIL I- m 0 O y oAz gy oo igy W -Zako Az cpZi N m A p �Ff SySMW 3 D XmZ �mia DX 00 �m 0r� yy b ~ nl�i� �n 3 ym Z yW p0r0 ��w as+O a Sp mgmm 2mi-gym1.8 HAVEN 'klTO \ EEE 9 �`n mp 5pc-�i Cam�y1 § O .. � m� m fifiap- V E zm 00 m0 pr ZP �HYyO:� aF\�\�,t\�\`\\\�E D TZ�3 y .a.12 ��OJ1 Cm yA #� Zy .90 �111 1!j MRmIZS (SEE NOTE 3) Im (SEE NOTE 1) 6116'OR.114'. SS4 CRETEFLEX. MINIMUM DISTANCE FROM ANCHORI 2z W000 BUCK WOOD ANCHOR WOODH bCOUNTYAPPROVED TO CONCRETEWAS_ONRY EDGE IS 2',-131i'MIN_EMBEOMENT._ ---I (SEE NOTEK N' 2. FOR WOOD APPLICATIONS IN MIAMI-DADS COUNTY, USE 012 STEEL SCREWS (G6) OR (WOOD) 1/4' SS4 CRETEFLEK �F * �'• " ' °.".' '•' �" �•'" c..i MIN. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE w ,,..t;.^': TOTAL THICKNESS IS LESS THAN 1121. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE ' d M INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 112' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 114' 1/4' 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083•T5 AND A MINIMUM OF I/6' THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAY MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT REF. SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA#12 SHEET DETAIL DETAILB METAL SCREW WITH FULLENGAGEMENT INTO THE ALUMINUM. IF THESE CRRERIAARE MET, THE RESPECTIVE DESIGN PRESSURES AND CONCRETE ANCHORAGE SPACING FOR TYPICAL HEAD ANCHORAGE 5116' TAPCONS MAYBE USED. 5, ANCHORS ARE NOT REQUIRED AT THE SILL EXTERIOR INTERIOR 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE M2 TRIMFIT HEADS. (H 8S&L DETAIL90. B,E F)e 1 3/4' MIN., 3.6 ksi CONCRETE 1)4' MAX. 1 ' • OR SHIM 3R MIN. •' 11/4'MIN.1.SksICMU 6H6' ��•;io rREF. CONCRETEANCHOR, 2! PH BELOW MEETING RAIL. MIN. SPACING (S L • ;1' • (5EE NOTE 1) 8132'� ••uti �. N. REF. LK 2x WOOD BUCK 1x BUCKOPTIONAL WITH SCUD CONCRETE (SEENOTE3) SUBSTRATE (SEE NOTE 3) DETAIL D TYPICAL JAMB ANCHORAGE 4 INTERIOR (JAMB DETAILS C&D) 8 EXTERIOR V PAKXIM tllmlRRi 4 ANCHORS NOT REQUIRED AT SILL SHIM a buuKvruunJ DETAIL SUBSTRATE (SEE NOTE 3) NGVVCTRSYL emmp019wW OIsi,eAA 4evp �p ""• 7 ANCHORS NOT REQUIRED AT SILL 114'� MAX. SHIM SUBSTRATE (SEE NOTE 3) •:°'•''.' DETAIL IF •'.• AAICHORAGEDETAILS 1.— ALUM. SINGLE HUNG WINDOW, IMPACT auw PJ rrr aZ, r P£WDTI2 aen HSH f0 • f0 40851 r sTmmw M IA M FDADE _ MIAMI-DARE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) METRO-DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST F'LA¢LER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 NOTICE OF AVr1Wum..,.Trl� ,. :. (305)375-2901 FAX(305)375.2908 South Eastern Door Company 1505 Commerce Lane P.O. Box 794 Jupiter, FL 33458 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construct' on.materiala. 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 Me right to iaad Dade County) reserve th have this product or material tested for quality assurance proposes 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-D material fails to meet the requiremeade County Product Control Division that this product or nts of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Vel Zone of the Florida Buildocity Hurricane Building Code. DESCRIMON: Series "Atlas Plus Model 13000LM" Aluminum Sliding Glass Door-L.M. APPROVAL DOCUMENT: Drawing No. 03-004R1, titled "Atlas Plus Model 13000LM Aluminum Sliding Glass Door',, sheets I through 5 of 5, prepared by EngCo. Inc., dated 3/17/03, signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami -Dade County Product Control Approval stamp Acceptan with the Notice of ce number and approval date by the Miami -Dade County Product Control Divisio MISSILE IMPACT RATINGTZEW-md Small Missile Impact n. LABELING: Each unit shall bear a permanent label with the manufacturers 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. TERAIINATION of this NOA will occur after the expiration date or if there has been a revision or change in ti'e 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. u13rEL;r1UN: 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No'03-0329.01 Expiration Date: June 26, 2008 /// Approval Date: June 26, 2003 °c,. COPYPagel South Eastern Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2- Drawing No. 03-004R1, titled "Atlas Plus Model 13000LM Aluminum Sliding Glass Door", sheets 1 through 5 of 5, prepared by EngCo. Inc., dated 3/17/03, signed and sealed by Pedro De Figueiredo, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Aluminum Sliding Glass Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-0909-01 dated 9/7/01, signed and sealed by Vinu Abraham, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of a Aluminum sliding Glass Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-1105-01 dated 12/12/01, signed and sealed by Vinu Abraham, P.E. 3. Test reports on Wniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Aluminum Sliding Glass Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-1209-02 dated 12/12/02, signed and sealed by Vinu Abraham, P.E. 4. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Small Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a Aluminum Sliding. Glass Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-0117-03 dated 1/14/03, signed and sealed by Vinu Abraham, P.E. C. CALCULATIONS 1- Anchor Calculations and structural analysis, prepared by EngCo. Inc., dated 3/16/03, signed_and.sealed,by-Pedro-De=Fiiggueiredo; P:E: — -- Theodore Berman, P.E. Deputy_ Director, Product Control Division ...No -A NrOT-0328:OT. Expiration Date: June 26, 2008 E -1 Approval Date: June 26, 2003 South Eastern Door Comoa y (For File ONLY. Not part --of D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-0206.22 issued to Security Impact Holdings L.L.C. for "SAF-GLAS,, dated 1/2/03,'expiring on 12/16/07. 2• Notice of Acceptance No. 01-1204.01 issued to E.I. DuPont DeNemours, for "Sentry Glass Plus" dated 1/17/02, expiring on 1/1410,1. E. STATEMENTS 1. Laboratory compliance letter for Test Report no. HTL 0151-090941"0151-1105- 01, 0151-1209-02, 0151-0117-03, issued by National Certified Testing Laboratories, dated 313/03, signed and sealed by Vion Abraham, P.E. F. OTHER L Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, P E. Deputy Director, Product Control Division Nl7AN'o D3 0318 b1 Expiration Date: June 26, 2008 E-2 Approval Date: June 26, 2003 INDEX: cc.9z SHEET I of 5 :_;GIENORAL Mm No Cum LUPBERR 2 Syll Of B i'=GM RATING 4300D Mlma„I<4m GLAZING JpIIp12 J° 3{KEET 3 o/ S : 'TYPICAL DOOR ELEVATION, FRAMING e SHEET 4 M 6 -'BILL OF MATERIALS. SECTICN DETAIL SHEET 7 Of 7 :-DOUR 6 FRAMING ASSEMBLY AND HARDWARE Ile ]ES GENERAL. NOTES: It =0 THIS kRttOVCT HAS MEN TESTED AND IESIBEDIM ACC➢R➢N(CE WITH THE FLORIDA BUILDING COW MI M. E- DEFINITION..THIS PRDACT IS AN ALIIIINM LARGE MISSILE IMPACT RESISTANT SL1DjNG BASS D➢BL PR®UCT CAN BE USED AT ANY RESISTANT VI7HQUT HURRICANE PROTECTION munum - 3- PDSTINR tATw PLUS - LAM MI331LE 11PACT SQIES ALUMINUM SLIDING GLASS D®LS .SOUTH EASTERN DOOR COMPANY ;JUPITER - FLORIDA DAVE COUNTY PROJIUCT CONTROL APPROVED• 4- DESIGN THE DESIGNE➢ LOBS MUST DE CALOLA7t9 IT A %LOPESSIB/ALLpEApjICHI7FLT BG EN.IKEfJG FIR EACH SPECIFIC pRBLRC➢ THE CAW ATEOI'➢ESIGNEO PRESSURE KUST NOT EKCEE➢ THE ALEAVAILE APPRM P RE, S- NATEIIIAU AIIi. ALWINW PARTS TO BE MOSS-T6 ALLOT OR AS KOTED AND GLAZING m'BE LAMINATED GLASS AS PER SM6Er B tR D AS SPECIFIED ON WS APPROVAL 6- 11 ASSEMBLY SCREWS AND ANami2 SHALL DE AS SPECIFIES IN THE CIIRFENr }SET OF DRAVINOS. INSTAILAnCN AND LOARB AS PER THIS APPROVAL iANCHCR SPACING AND LOADS NOSY BIT DMEED THE MAXI " LINITS!SPECIFIED BY THIS AppRIVAL 7- USE. IT SlYyjL BE 711E RFSPBOfBILITY OF R E CONTRAOTBA ARCHITECT L GNEOR OF RECORD TO VERIFY THE FOLLOWING 7. E- THE ST ILrTY OF THE STRUCTURE MORE THE PRIOICT IS m BE ATTACHED I URINO PROPER ANBIIRACHL 7. E- THE TO S! SPECIFIC PROuECT CRITERIA, SM1 IB Buy NOT LIMIlEO m, LOCAL CODE RE?11RE'llt7(r6 3- THAT n_1HFSlOED 7. ni• �om,..,u P ESSI.RCS ETC AND r, I- THREE TRAP( ,IAMB ALLOY- 6063-T6 0-0B 4.70 LL9 �g 1- THU TRACK HEADER ALLOY. 6063-T6 B- DOOR END RAIL ALLOY. 6663-76 DOOR COMPONENTS- 4- NIGH RI3E INRRLOCR ALLOY. 6063-76 AU3 OS DOOR e6TaW'Aw DEBIMM PIMOS g S SEE SHEET ! OF 3 FOR ALLOWABLE DESIGNED PR SSIpEy NOEL 13WO LN1 - TABLE 1 -CLASS TYPE A NOIT. 130M LM 2 - TABLE 2 - GLASS TYPE Al L f113BOD LNOTABLE 3 - MASS TYPE 3 I10 L07 PJ a dd Doe e T- Can ASYRAGAL ALLAY- 6063-T6 a 0.74 7 11- (LAZING ADAPTER ALLAY. 6063-77 IDO 341 UCO PANEL ALLOY. 6067-T6 W II�r067L79_jII, BUD LMJ 0.0E N 0.4E 0.95 6- DOOR TOP RAIL ALLOY- 6063-T6 01ED AB BOTTOM RAIL ON rl= PANRB DOUR BOTTOM RAIL Y. 6063-TG M CP MNLC PANG! GASKET LANE, (561) 746-5493 561) 575-1026 1S PLUS act Series 13DOOLM UN SLIDING GLASS tEn,g(gir 3nr CA 8116' 6971 V. SUNRISE BLVD. 10/ PLANTATION, FL. 33313 EEL. (954) 505-0304 MAY 2 0 ZOO - Flo EnpSrul Pedro OP Flppdnda PE 32600 Dols: 3/17/03 SCOIR: NA Oe41Rn by: PPMF RpvlBlon: Drawing Number 03-004R1 Sheet of 5 1- ISOOO IM1 MODEL MM"R - CLABS TYPE A BLS DISICNED PRRYRr. W. f FH 3/16•4 �jtlEAL GLASS 3A6. 1IS GLASS . p "S' PRTuu::TK : L4• IR G.ATS ,13• Pp�TIREIH6NE ' A �� °uurE 3A6• µ cLAss 3/161 µq g�W 1 T wn7A,AVER 1/4. 10: GLASS . LCLASS ARRCS L1aiLEljFi1 CLASS TYPE Al CLASS GLASS LARGE MISS! TYPE B :gam 7/16• H1AT LMW MISSILE M I1 A./ S• sff-G As• �® �S 9/16• NW SLR 00'03k9. 07 N 6 A E 00-G3z9, 03 SENTRYLdA9 PUW GLASS IL 6 A 0. 93.60E 03 TABLE 2— IS000 LT12 YODEL U1,29 1RSSILI — Gum TYPE Al ALLOT/ABLE DESIGNED PRP.BSDBMS (PSI) nm DIIISIRATIDN T I — OVL NMD MST BE SHEET 2 NOTESI n.OWATElt ut TO CMMN . I- Fit AND IN ARE IN INMES a-=INI�p PREUmn ARE IN PIf . AOAPIEN PART 46 C%NAILP0RE531.WE F� Dimes VITH THE SILL 4- IN AREAS YFFAE THE DmR DESIGN IS NOT LIMITT71 1Y VA7ER OVFRILAIA IIFILTRATIGN ESM ILLUSTRATION Zl'GN VSE T DIE HIGHER POSITIVE PRLSSUM VITHW SILL AIW7Ep IS ACCEppTmM GLAZING DETAIL ffR--LAMIATEO IWM r{, ASC SCALED ®SOUTH REASTERN wrrnwwwo°mi��. 707 COMMERCE LANE, CL B0 ( 794 343 FLpRIDA 4MO (761) 746-5493I W- (561) 575-1026 S PLUS Lot Series 13000LM 4 SLIDING GLASS 7CItJ(Ru jqnr. CA 8116 6971 V. SOLARISE BLVD. 1 PLANTATION, FL 33313 TEL L954) 585-0304 MAY 2 0 2603 En,N„r S„1 Prdr, D, Fig -.Ind, PE�1 Oah; 3/17/03 Sgnh: NA Dra10n hY: PPMF Drawing Number 03-004R1 Sheet 2 of 5 SERIES — I3000 MODELS — TYPICAL E 1� LEDATIONS AND ANCHORAGE SPACING ..�— 19r•NAX.-�1:FINISIED•vmTx O wau( a IN rDDslcD: "",•. 41r MAX MR 0 (M �U '�48' MAX SEE TABLE 5 FON ) ER AlROERs 3PACDlGT . 6 6 EE i 5 r0R ANOFM AC11 ING- 1 u 11 // 1 r B, /, / , 1 1. yy g �/ ppp< BLD Iux. 4e 1/9� 1 // 4 3 4 0 3 - .'� Otl 0 2 X 0 9 4 2 �L �, �,,/ —SEE TARE 4 nJR SILL A(mRRa,SPAC 6 '1A SEE TARE 4 flit 201 ANCISWS SPACR&! y{i ><RM +m� CIEW �0 TAM 4 11AIDdY Q7CgL OC A!R>ipy SPACWO 5 84 24- 6-2 -12- 5 2D-9- 1 1B-B-3 a 4 24 _ B 24 1124 92 24-iS-19 23-11-14 18-8-30 36-7-9 2 92 24 24 23 21 I- IM CAA-C-10 M AROYE TAKE VAUES A ME SPACING WNW USING TYPE A'ANt7@tS, C.ARE � A� MINIMUM DUEOD M F j� A �� SPACING VNEA USING TYPE C ANp@IS AIR D FOR AN(351R TPE AMain VALL,ICRESS q NG 2- M[NINIIM EIOEDIIENT ARE BEYWD VALL BRE3RtlN6 LANE, I ATLAS PLUS Impact Series MODELS I3000LM ALUMINIM SLIDING GLASS DOOR EnelneaNnB: Rttg(gv CA 8116 6971 g• SIWMISE BLVD 104 PLANTATION, FL 33313 TEL. (934) 583-0304 "..MAY 201003` Englmar Spa( Pod- 0a419ddnda PE'62B09 Dale: 3/17/03 Scab: NA Daaign by. PPMF Melon: Drawing Number 03-004R1 Sheet 3 of 5 HEAVER TWO O TVPPE�A. c M 0 TTTAMM AT 6• . 3• 'n®1 THE ENDS AND SPA® OC j SAS PER TABLE 5 LTIEET 3 OF 0 i ' J/4. 3H01 R 16 5 7 qq QIISIDE mmm . 1E NEaUtu ADAPTER PER 5 OES on PRESSIE GREATER TRW +31 PSr l 56-EOA1/4• n( i ASMEVSA= ENDS ANO le' OC THFREAFiER (e: ua O 3 PJ EIN 2 PANELL 0D 3IMTOIG 6• FRDN THE T3. TWO FMWS Or TYPE A m SILL ZE D C PER TAME 4 I O.wur 1YORO 3 TYPE aj a AT A! flml TIE L03 A10 SPAC[0 AT MA7011AI 16• DC I E)gElllat r FDMD D130)E 4 O INTTAL.DO( JA101 LOCK LTOJ: 9A r7T_6• FAO NAM. V4' 1101-16& 1 ALE I EO.L IRT FM EA E _ R �, = O MEETING STILE Imm lPl9 I. OUTSOE DISOE )z= COPMERC 1�IDR P. a BOX 794E LANE, v 3345JUPITEFL 8FL13 I PHONE (561) j463493 FA>G (561) 37S-I826 \ PRODUCT: `1B/I9 ATLAS PLUS Impact Series um MODELS 13000LM ALUMINUM SLIDING GLASS DODR I IEn01nAArina: CA B116 I 6971 W. SIMAISE SLVa 104 PLANTATION, FL 33313 TEI- i (954) 583-0304 0-16AVE' PN cc ins MAY 2 0.2003 EmiP�dm 1. npS.w PE 52509 Dah: 3/17/03 Scabs NA OAAIan b7: PPMF and RAvialan: L ua.H Drawing Number 03-004R1 Sheet 4 of 5 CORNER ASSEMBLY FRONT (IIEV SECTION VIEV Pill 2 JAND F HUM Rnss . e ( JAN9 NDTCHEp SI LRIDS E 2: 3 3 SEAIµT �T��TO, AND M DO�R CORNER ASSEMBLY I I DR9, S OR B MUTTONN rACR M MTN ALSONING ]DP An LOHINB OOET)OR ANDER ENDS -ARE S . SPH ATTAae71 TOGETHFR lUSIN 1NI�CALLT TOP AND I A BOTTOM AIPJR• SS PH SE�ALED�7IT�O�AN L� TO RE CR LAURERSS 3D.ICOIE SEALµOT' i 1 P COINER) Sa 4OR9 4OR9 91 �ASSrJIBLn e ,w7 HARDTfARE rL �M6e � i Oee � � 1.9A9 C 3.93 1RA- ALTER)WTE �Wn= I M M) wim�n Y10[ WR�.7� m Annommm�m w.� 26!' es IDJDO OSD ,e- CX1 Inr ^ ' I9A - ALTERNATE STRIKE I pAI)T41IRE OI,� PLATE �WVIp�MA ImBO D) L= AND RIME 0 = = a T S 4 T Ia RDLLO6 THRESHOLD DRAINAGE YELP 1�aLEffS AT(EV4 PAx VBeI• amag �FACTa17 APPLIED ARM PAN LOw 161 FRO( ENDS I♦0 M�tE 11aN eY CC AND a) LDID( AND r: YI mMERME LANE, BOA 791 ail 8PITR, FLDRIDA 58 I® C561) 746-5493 (561) 575-10e6 L97 DCT: AS PLUS DEADIaa( Ios �tr�y act Series h'9'l o nRca n�i0 S I30pMLN II ALUMNl/N SLIDING GLASS S Z70'. BerinR: _nr.SFI(IIQ PLATE 6I IARIAr1Rt .Im i �..4.!!!!A Anna ,nUP]SE BLVD- 104 d I � GM RM. roe 9 eel Al-Unp 17- Hnpl ROLLER _ won_ no�m ,am ra MAY 2 0 2003 Fodn9U wr Srol PE 32eoj Ind. DRff: 3117103 SCOW NA DAAIgn. by.. PPMF Drawing Number 03-004R1 Shoot 5 of .5