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Home My WebLink AboutSUBMITTED PAPERSDATE:' U � � PERMIT NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT j BUILDING & CODE REGULATIONS DIVISION a i 2300 Virginia Avenue Fort Pierce, FL 34982 SCAN41 rj (772) 462-1553 $y St Luc By you APPLICATION FOR REPLACEMENT OF my WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: /00 NCI S oww p&kr 2. PARCEL ID NUMBER: ySOZ 000�� 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: Ai Z IVOPW / 0Wa >t iGr/N J (� 6p0U/N6 S �z A/:jv00"V a' y//)M'es --Cm T',l 4. TYPE OF STRUCTURE: SIR MOBILE HOME OTHER CdIVOID t 5. OWNERS INFORMATION Name: Af'4rE'? / j1' +-LL72lC 1?*✓/ 0 WCuGFyee RDAddress: /00.,/q 5 I)II111 ;"//o City: 7EN50►I l�EAt�� State: ' -;;.Zip: Phone:(, 17/ 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: l,SZ 1; jj County Cert n Business Name:— :W:% J k W r[I rlru r,-tM PhoneNumber: b 2 —0<Xi-0 652 -5-7qq C rp,-e Windows, Swing Doors, Skylights, Fixed Glass i Opening Design Pressure A.S.C.9 - 7 i Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 130 m h 140 mph Windows & Skylights I Exposure B $ �]70 t i) < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) I Exposure C Overhead Garage Doors B- Size C- Size 7. VALUE OF CONSTRUCTION: $ i DD FEES DUE: RECE T: I OWNER'S AFFIDAVIT: I certify that all of the inf&mation contained in 4s/contl o Sc e that all work will be done in compliance with all appli 'gable laws regulating c d in PRINT QUALIF ERS/OWNER NAME SIG A F QUALIFIER/OWNER • / I t STATE OF FLORIDA, COUNT QF QTI {1i f %I % 1 ACKNOWLEDGED B RE THIS h DAY O rloa 20 i 1 � �' (t'BY L1CQtii1 WHO IS PERSONALLY KNOWN O ME OR WHO HAS PRODUCED DENTI ICATION.10 II SIG T F NOTARY TYPE OR P NT NAME OF N ARY TITLE: NOTARY PUBLIC # COMMISSION NUMBERC C^ b El 681 NOTICE TO OWNER: YOUR FAILURE TO{RECORD A NOTICE OF COMMENCEME T jyLjT /+�+ ING �paY oue Notary Public State of Florida John Lee Tinney t c My Commission EE024587 l 9fFoi Boa Expires 11115/2014 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3680293 OR BOA '"3367 PAGE 2570, Recorded 03/05/2012 ' 12:09 PM ST %TE OF FLORIDA COUNTY OF MARTIN h ' The undersigned hereby gives noliCe? that improvelnent will be made to t?Srtwn rr:•>il I--c lly anii it accordance ,with ^.hppter 711. -iruiri+ Statutes, the following information is provided in this rintice of Cornmencsn-,ent LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS, IF AVAILABLE): GENERAL DESCRIPTION OF IMPROVEMENT:—••i1�/A/QpLv�'L�/4� - Y OWNER INFORMATION OR LESSEEIff FOR P.TION, IF THF. LESSEE CONTRACTED FOR THE HAPROVEMENT: / �J Narne: jj�,—,4 �---t _ L Address: interest in property: Name and address of fee simple title holder (If different from Owner listed above) CONTRACTOR'S NAME /,•,� LfIEI�yG//1� r 1 , _ rl 6�G ' f7� Address:_ W .%--j.!•�?�Yu.:.. j....Y��._._ SURETY COMPANY (If applicable, a ropy of the payment bond is atiachP.d1: Name and address: Phone No.: Sond ?unouat: LENDER'S NAME: rtnn- hot: Address: Peiscins within the State of Florida designated by owner upon whom notices or other documents rrray be served as provided by Section. 7 i 3.1 z (1) fa) 7, Florida Statutes: NB'ne: "hop rJo.. Address: - — — --- -- ....... -- - -- -- - r If, Adition to himself or ilercei.r. w, er designates :>r 'r receive a copy of the ienor's Notice as provided in Section; z i 3.i.3(l!(b), rlorida 5:,l ues. Phone number or person or entity designated by Owner: Expiration date of Notice of Corrunencement: (the expiration date nlay not be before the completion of construction and final nayrnew to the contractor, but will be 1 year from thrr dais or recording unless a different date is specified): T— 1.--_ WARNING TO OVJNcR. ANY RA' MENTS_I_vSADE B!' THE OVdNFR �F-EF_THE XX IP.,A'. ION � : Tt1E NOTICE,QF COMMENCEIJIENT ARE CDN�IDERE D .IMPROPER PAYMENTS UNDER CHAPTER 71?, PART I _SECTION i93 ! OF_IU/ _.._N iyTrS t ND CAN RE°ULT' IN Yi�JR P.AYING I A!!._F-r i'. IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF.QM MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE T'I?F FIRST, INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSUU'VJITE.:1'OUIi L'cNUEF. Of. !tN AT?ORNEY B°°ORE COMMENCING WORE: Or, — . --- - - . __.�_.. __....... --- ------ .. RECORDING YOUR, NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing /a d that the facts in it are true to the best of my knowledge and b0ku f. Signature of Own r r Lessee. or ,vner's or Lessee's Authorized Officer/Director/Partner/Manager/Attorney-in-fact Signatory's itle/Office �} Th-, foregoing'nst ument was ar•Kno -edged before me this /�"'_tiav /� f d, 11,f N of person 7yva of authpritV (?.g. r++fii:er, iru,;t:•_• tarty r r o n TrSti,ggrr . or • �yI pry, Notary PU is State of �lCOO a h John Lee in � My Commission E024567 "er..onatll n rl at x �' 111512011 Notary's Si ature Type of ideh`S''}.:, THIS IS TO CEFITIFYTHAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL` JOSEPH E " f. 1GLEr- De ?Ulf e f frJ Date 3 LEGEND: TYPICAL WINDOW / DOOR (SEE WIND PRESSURE CHART FOR SIZES) NOTE: STRUCTURAL DETERMINATION,THE PROPOSED RENOVATIONS DO NOT STRUCTURALLY ALTER THE REMAINING EXISTING STRUCTURAL SYSTEMS AND A REQUIREMENT TO UPGRADE IT BY THIS PERMIT APPLICATION IS NOT WARRANTED. EXISTING BUILDINGS COMPONENTS AND ELEMENTS OUTSIDE THE REPLACEMENT WINDOW AREA WILL NOT HAVE THEIR CURRENT WIND LOAD RESISTANT CAPACITY COMPROMISED BY THE PROPOSED NEW CONSTRUCTION. APPROVAL OF THESE PLANS IN NO WAY RELIEVES THE CONTRACTOR OR BUILDER OF COMPLYING WITH ORDINANCES OF LOCAL, STATE OR FEDERAL BUILDING DEPARTMENTS. NOTE: ALL DOORS & WINDOWS SHALL BE PER ASCE 7-05, 140 MPH, EXPOSURE "C" INTERNAL PRESSURE COEFFICIENT: t0.18 WIND IMPORTANCE FACTOR: 1.15 RIDGE HEIGHT ESTIMATED = t86'-O" ALL ELEVATIONS FOR CALCULATIONS FROM JENSEN BEACH ALUMINUM. CONTRACTOR TO VERIFY IN FIELD RIDGE HEIGHT OF BUILDING. (D FLOOR PLAN ... I V��F/.. .•..i ........... ........... ........... ........... ........... ... ....... ........... ............ ........... Uzi ........... ........... :: .......... '"' * .............. ........... I . . . . . . . . . ..................... p ..... :.:. / ...f i UNIT #1108 - FLOOR 11 Scale: NTS WIND PRESSURE CHART TAG I PRESSURES OPENING SIZE qO +71.3 , -71.3 35x50 1D� +70.5 —70.9 72x50 WILLIAM J. MATHERS, PE FL # 19658 AS PER THE NOTICE REQUIREMENTS OF 61G15-30.003(1) F.A.C., THIS DOCUMENT IS BEING TRANSMITTED TO THE PUBLIC AGENCY TO RECEIVE AGENCY REVIEW, COMMENTS AND INTERPRETATIONS. THE DOCUMENTS MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS TO A PROJECT MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL ACTION ON THE SAME PROJECT. THE MOST CURRENT DATE OF THE ENGINEER OF RECORDS S+ES�yIIG�G{{N��''Avv""��TURE ACCOMPANYING THE PUBLIC AGENCY S WRITTEN APPROVAL DESIGNATES THIS DOCUMENTS FINAL FORM. SA W�I�+-,,Mq-f� � TM 1Lk%y 31E1�08 2431 SE DIXIE HWY PHONE (772) 287-0525 STUART, FL 34996 FAX: (772) 220-8686. 10044 SOUTH OCEAN DRIVED2 JENSEN BEACH, FLORIDA AA C002026 Q Qa EB 0004456 NEW WINDOW/DOOR:' WIND PRESSURE CHART MATHERS ENGINEERING CDRPDRATIDN CIVIL STRUCTURAL ARCHITECTURE LAND PLANNING 12 WINDOW/'DOOR SCHEDULE APPDX OPENING SIZE X 1 DESIGNATION IMPACT PROTECTI011'4- SHUTTER *Window Replacement using existing shutters to comply with impact protection will require the existing shutters to meet the requirements of the 2007FBUResidential R301.ZL2 Ylorida Building Code Online - Page 1 of 3 `'� W rj"�` „:.r1,<r.>.^.��Y-ti BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines' Professional f Product Approval ' ,,USER: Public User > > ,}Mira%). ti5t. > Application Detail Cr= r z FL # FL239 R16 Application Type evisl0 yy Code Version 2007 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 echnology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category 4 1 Windows Subcategory aim* Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app; dtl.aspx?param=wGEVXQwtDquSlBu8CAE... 12/23/2011 Florida Building Code Online , .-' Page 2of3 Date Submitted 09/08/2011 Date Validated 09y12/2011 Date penumn pac^nnmva| Date Approved 09/24/2011 Date Revised 12/19/2011 --- - - --- ---- — 'Summary of Products -- - - ----------- -'- ---- -' -' ' | ;IFL# IModel, Number or Name :1239.1 SH - 200 (Non -Impact), Prev. SH- Aluminum Single Hung Window 4000 Limits of Use Certification Agency Certificate 'lit'y Approved for use outside HVHZ: Yes Assurance Contract Expiration Date Impact Resistant: No 09/01/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL239 R16 11 I1-06.jA,.Qj..p Acceptance (NOA) #11-0614.01 for product performance Verified By: Miami -Dade BCCO - CER j Information, anchorage details, and anchor type, size, Created by Independent Third Party: and spacing Information. Evaluation Reports Created by Independent Third Party: __71SH - 500 (Large Missile Impact) 1239.2 IlWinGuard Vinyl Single Hung Window — — — — — — — Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLZ Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 01/08/2014 Other: Please see Miami -Dade County Notice of Installation Instructions information, anchorage details, and anchor type, size, Verified By: Miami -Dade BCCO - CER and spacing Information. HVHZ must follow all provisions Created by Independent Third Party: Identified as "Miami -Dade" on the NOA drawings. Evaluation Reports Created by Independent Third Party: Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL232 Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 01/26/2016 Other: Please see Miami -Dade County Notice of Installation Instructions Information, anchorage details, and anchor type, size, Verified By: Miami -Dade BCCO - CER and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11WInGuard Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use outside HVHZ: Yes uality Assurance Contract Expiration Date Impact Resistant: Yes 04/26/2016 Design Pressure: N/A Installatl6nianstructio ns Other: Please see Miami -Dade County Notice of .Acceptance A) #11-0405.10 for product performance 'Vir By Information, anchorage details, and anchor type, size, Created by Independent Third Party: and spacing information. Evaluation Reports Created by Inclepenclent:Mrcl Party;,_,_ to 'Limits of Use tiiiifiE�fci Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 12/13/2012 Other: Please see Miami -Dade County Notice of Acceptance NO Install. information, anchorage details, and anchor type, size, W6rifiedLIBY". 1RaHti-'b�d'e'-'B_0ffO't CER and spacing information. HVHZ must follow all provisions Created by Independent Third Party: Identified as "Miami -Dade" on the NOA drawings. Evaluation Reports Created by Independent Third Party: =JSH - 800 (Small Missile Impact) IMulti-Story Aluminum Single Hung Window jr��rtification Agency Certificate Florida Building Code Online Page 3 of 3 Approved for use in HVHZ: Yes ... , Lea...._??lii._C..._C':...z3 ?G-Et.-v1.-Q3Ei.::_1._i.:Pd. Approved for use outside HVHZ: Yes F! 239 R16 C: CAC Letter i 7H••SOC SM.ndt Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 07/03/2012 Other: Please see Miami -Dade County Notice of Installation Instructions Acceptance (NOA) #07-0306.11 for product performance Fl...,13__.R16. IT SOO-Si'?-Q7-0306•• L( f Information, anchorage details, and anchor type, size, Verified By: Miami -Dade BCCO - CER and spacing Information. HVHZ must follow all provisions Created by Independent Third Party: identified as "Miami -Dade" on the NOA drawings. Evaluation Reports Created by Independent Third Party: i 239.7 SH-3000 (Large Missile Impact) IlArchitectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes t"..239 R16 C CAC 's�00 1.. -t 31 C!905 f2. ui Approved for use outside HVHZ: Yes Fi.2,'-19 R16 C CAC Letter SI 000 L..M.}_ Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 12/06/2012 Other: Please see Miami -Dade County Notice of Installation Instructions Acceptance NO #07-0905.02 for product performance t=L ;39_..._R9:f ..... , ,..._;3f ?J, i,F1,-,?.7.-0905-0L:;>cl`: Information, anchorage details, and anchor type, size, Verified By: Miami -Dade BCCO - CER and spacing Information. HVHZ must follow all provisions Created by Independent Third Party: identified as "Miami -Dade" on the NOA drawings. Evaluation Reports j Created by Independent Third Party: 239.8 SH-3000 (Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes i'..239 R1.6 C: CAC, Approved for use outside HVHZ: Yes F!„2,;3 ..,_Ri,6,,.C;:,.,.C..............................tti; ;:,_S1 .,;3.}p{} .;h;;l;rif Impact Resistant: Yes Quality Assurance ontract Expiration Date Design Pressure: N/A 12/06/2012 Other: Please see Miami -Dade County Notice of Installation Instructions Acceptance (NOA) #07-0905.03 for product performance ................... ....R1fs,.,_ •z000-��i`�1_-07-n- a.-03.:..p r Information, anchorage details, and anchor type, size, eriied By Miami -Dade BCCO - CER and spacing information. HVHZ must follow all provisions Created by Independent Third Party: identified as "Miami -Dade" on the NOA drawings. Evaluation Reports Created by Independent Third Party: _. . Back _j Nexz Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(cbdbor.state.Fl.us. Product Approval Accepts: El 11�R�91 r. it �-• xcuriIs iitw,, Ytue6t3� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 12/23/2011 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 Controf 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 Florida Building Code, including the High Velocity Hurricane Zone. •t DESCRIPTION: SeriesSH=800'Alumintun,SinglelIung!Window L:M:I. APPROVAL DOCUMENT: Drawing No. 4065-1, titled "Alum. Single Hung Window, Impact (LM)", Sheets 1 of 10 through 10, prepared by manufacturer, dated 04/24/2002, with revision I dated 01/17/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING ''�.0 ,N��¢r'tU r�t'S ,N� c„< i v yd,�:: •,i:*=a er ti � ...t� �„ q L'a'rgeeand' Small'M�ss�leIiripact>$es�stant 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06-1010.03 and consists of this page 1 and evidence pages E-1 and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. q�ST GO NOA No. 07-0801.03 Exp�ratio7n Date;wDece>a1b�r,413,j201,2 c;. X&F&al Datec "December506 2007} Page i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 (LM)", dated 04/24/2002 with revision I dated 1/17/2007, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. (Submitted under NOA # 06-1010.03) 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 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. FTL-4955, dated August 7, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 06-1010.03) 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. FTL-3258, dated February 26, 2002, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA # 06-1010.03) 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 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. FTL-4008, dated January 16, 2002, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 06-1010.03) Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07-0801.03 Expiration Date: December 13, 2012 Approval Date: December 06, 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 10/2/2006 and 11/9/2006, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98/02 (Submitted under NOA # 06-1010.03) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-1205.10 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 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 12/11/08. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated October 2, 2006, signed and sealed by Robert L. Clark, P.E. (Submitted under NOA # 06-1010.03) 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. (Submitted under NOA # 06-1010.03) G. OTHER 1. Notice of Acceptance No. 06-1010.03, issued to PGT Industries, for "Series SH-800 Aluminum Single Hung Window — LMI", approved on 03/01/2007 and expiring 12/13/2007. Jaime D. Gascon, P. . Chief, Product Control Division NOA No. 07-0801.03 Expiration Date: December 13, 2012 Approval Date: December 06, 2007 E-2 GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG WINDOW OF 3/16" HEAT STRENrF4ElqrCiGM-MITR'ATl A75 INTERLAYER OF VANCEVA BY SOLUTIA, INC. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP) 3. DESIGN PRESSURES: (SEE TABLE 1) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98 OR ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98 OR ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6 THROUGH 10 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-3258, FTL4008 AND FTL4955 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL B. 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 TABLE 1. DESIGN PRESSURES (ALL SIZES & CONFIGURATIONS) ANCHOR TYPE SUBSTRATE 'POS , NEG 5/16" ELCO TAPCONS 3.5KSI CONCRETE/1.5KSI CMUA ¢30.0 -i10.0 OTHER ANCHOR TYPES AND SUBSTRATES AVAILABLE, SOME WITH DESK LIMITATIONS. SEE SHEETS 6 THROUGH 9 FOR SPECIFICS. E INTERIOR 1/2" NOM. GLASS BITE �i 3/16" HEAT STRENGTHENED GLASS 0.090 SENTRY GLASS PLUS BY E.I. DUPONT DENEMOURS Ft 3/16" HEAT STRENGTHENED GLASS & CO., INC.OR 0.075 VANCEVA BY SOLUTIA, INC. 7/16" LAMINATED " jwc r°'""" r"""r GENERAL NOTES, GLAZING DETAIL & DPS 7a70 TEOHIJOLOCi1' DRIVE INTERL VER MANUFACTURER NOKOMIS, FL 3427, F4T °F GENOTE8T0•CURRENT•EOITANDAWSUBSTRATE ALUM. SINGLE HUNG WINDOW, IMPACT LM 9VGT H TO TABLE 1. P.O. BOX 1529 _ NOKOMIS, FL UM Visibly Bern _ , 5'S hITS �? d 10 4085-1 I 9/OG NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 GLAZING DETAILS ............ 1 DESIGN PRESSURES ....... 1 ELEVATIONS ..................... 2 VERT. SECTIONS ............. 3 HORIZ. SECTIONS ............ 3 PARTS LIST ....................... 4 EXTRUSIONS .................... 5 CORNER DETAIL .............. 4 ANCHORAGE .................... 6-10 PRODUCT RE"P'-'-D as coms'yiri, :ai:`. s: Vh ida Buildi� o Cv`s W— P-10 03 Ex 'on me 4 By Miam ate Product Control Division PRODUCT I (ISED 08 complying vith the Fwidla Isoo, No - 3 07 altujig Robert L. Clark, P.E. PE030712 Structural 1/8" MAX. WIDTH 49 5/8" MAX. FIXED DLO (ALL) D SEE DLO TABLE i 0 j D �I !n I 76" MAX. � HEIGHT 7 SEE DLO TABLE i X j I 38 W MAX SASH (MAX.) I i HEI HT 48 1 /4" MAX. VENT DLO (ALL) �53 1/8" MAX. WIDTH—�{ e i SEE DLO TABLE O j 76" MAX. HEIGHT DLO TABLE X SASH HEIGHT s DETAIL D VIEW (CUSTOM SASH) TABLE SEE DLO �-531/8" MAX. WIDTH 1/8" MAX. 53118" MAX. C� SEE DLO ' C TABLE O 76" MAX. HEIGHT I_ ,I SEE DLO X %� TABLE E� SEE DLO TABLE O 76" MAX. HEIGHT I �— ! % ---- 20" SEE DLO TABLE iX t SASH L! / HEIGHT DETAIL E RADIUS TOP CUSTOM SASH) NOTES: 1. SEE SHEET 3 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 4 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 6 THROUGH 10 FOR ANCHORAGE INFORMATION. DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING FIXED LITE HIGH DETAIL SILL A 34 1/8" B 41 1/4" C 40 7/8" D 52 11/16" E 52 5/16" SASH DETAIL HIGH SILL A 341/8" B 27 1/8" C 271 /8" D 15 3/4" E 15 3/4" TABLE 2. 9606 G REDRAWIIC COMBINE ELEVATIONS ANDADD DLO TABLE2. 1070 TECHNOLOGY DRNE NOKOMIS, FL 34Z75 P.O. BOXIW9 NOKOMIS, FL 3W4 >� o..atm= ELEVATIONS '�' 1116106 2n4tot H ADD MAX WIDTH DIM. TO ALL DETAILS & REVISE DETAIL A DLO. TN. ALUM. SINGLE HUNG WI 1117107 - I NO CHANGE THIS SHEET W.— q&AW C✓ as J.J. per; 9t2RW I Visibly Better 3ih.4A.%t SHB00 NTS 5, 2 a 10 IMPACT LM 406&1 I 76" MAX. HEIGHT PRODUCT' RENEWED as c P!ying with the Florida Building Code Acc,q'i-cc No Q E i ian llatc p12 By Mi. Dade Product Control Division PRODUCT REVISED as coazpWn with tiro Fleaida a �le ex- ✓ bert L. G , P.E. PE 1139712 Structural FIXED LITE DAYLIGHT OUTSIDE MAX.VENT DAYLIGHT L 11 & 13 u 42 BALANCE USED ON SASHS <40 LBS REINFORCEMENT REQ'D. ONLY ON VIEW AND RADIUS TOP WINDOWS INSIDE 34 (SEE NOTE) 35 MAX. VENT DAYLIGHT OPENING .— . FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A OUTSIDE C REINFORCEMENT REQ'D. ONLY ON I VIEW AND RADIUS TOP WINDOWS I f 2.710"-- BALANCE USED ON SASHS >40 LBS 16 & 18 2.710" 17 PRODUCT RENEWED as comp Iy:aS with the Florida Build -mg Code Acceptance No — Q Expir io ate • 0 2 By ` Miami ado Product Control Division PRBOUCT REWS03 as compbinavAthItz Fhma MildWS Cede 5 SECTION C-C 38 RADIUS TOP (HEAD DETAIL) (SEE NOTE) 37 ULTRALIFT NOTES: 20 ONLY 1. MINIMUM OF ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS SECTION B-B LOCATED 6" FROM EACH SIDE OF VENT._ 2. TWO 5/8" WEEP NOTCHES REQUIRED (ONE AT EACH END OF SILL, SCREEN RETAINER LEG.) Drrawnr, REVISE LATCHES PER NEW TEST REPORT 1070 TECHNOLOGY DRIVE r T r• 11 ` SECTIONS /`�/ 0 % CHANGE THIS SHEET NOKOMIS, FL U275 re ALUM. SINGLE HUNG WINDOW, IMPACT LM CHANGE 7H/5 SHEET P.O. BOX lug_ _ _ Robert Clerk, P.E. PE #39712 � � NOKOMIS, FL atz7s VLstbly Boner A.SH8W Half 3 10 4065-1 I Structural ITEM DWG # DESCRIPTION PGT# 1 4002B FLANGE FRAME HEAD 64002E 2 1155-1 #8 X 1" S.S. QUAD PN. SMS 781 PQX 4 4050B FLANGE FRAME SILL 64050B 5 1062 WSTP., .187 X.270 FIN SEAL 61062G 9 14004 1 FLANGE FRAME JAMB 612227 10 4025 SASH STOP 64053 11 4029 CALDWELL SPIRAL BALANCE, 518" 612244 12 4029 BALANCE BOTTOM BRACKET CLIP 7BALTBKT 13 1080 BAL. COVER, RIGID VINYL, 5/8" 6BALCVR916 14 #10 X 1" SMS 71OXlPPSDA 16 4029-1 1 CALDWELL ULTRA -LIFT BALANCE, .670" 17 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 18 1080-1 .670 ULTRA -LIFT BALANCE COVER 6BALCVR670 19 4053 SASH STOP COVER 64053 20 4029-1 SASH BRACKET 7ULBRKT 21 #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 24 1086 SASH TOP GUIDE, 11/16" BAL. 42505R & L 25 4054C FIXED MEETING RAIL 64054C 26 4066 WSTP_ 187X.230, FIN SEAL 64066G 27 4063 MEETING RAIL REINF. TUBE .75 X 1.50 64063 28 4064 MEET. RAIL REINF. TUBE END CAP 44064 29 1179 #10 X 3/4" P. PAN HEAD TEK 18/8 S.S. 12" MAX O.C. 710X34PPSDAX 30 947 DIA. 3/8" HOLE PLUG 41722 32 4006C SASH TOP RAIL 64006 33 1235 WSTP.,.170X.270 BACK, FIN SEAL 67S16G 34 11096 SWEEP LATCH 71096 35 1175 #8 X 5/8" PH FH SMS 7858SS 36 4051A SASH BOTTOM RAIL 64051 37 1226 WSTP., BULB VINYL 6TP249 38 2740A EGRESS LATCH 62740AM 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 67S16G 44 1085 ISASH TOP GUIDE, 9116" 42504 45 1086 ISASH TOP GUIDE, 11/16" 42505 46 1268 ISASH FACE GUIDE 42501 50 GLASS, 7/16 LAMI- 3/16 HS, .090 SENTRY GLASS PLUS INTERLAYER E.I. DUPONT DENEMOURS & CO., INC., 3/16 HS 51 GLASS, 7/16 LAM[- 3116 HS, .075 VANCEVA INTERLAYER BY SOLUTIA, INC., 3/16 HS 58 SILICONE, DOW 899, 995 OR EQUIV. 59 4222A GLAZING BEAD 7/16" LAMI 64222 60 985B GLAZING BEAD 7/16" LAMI W/GRILL KIT 6985 66 1224 VINYL BULB WEATHERSTRIP "THICK" TP-247 67 1622 GLASS SETTING BLOCK 3/32 X 25/64 X 1 71622K 69 11014 ISCREEN FRAME (HOR. & VER.) 61014 70 1630 ISCREEN 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 61624K 74 1635 SCREEN SPLINE - .135 DIA. HARD 61635K 75 SCREEN CLOTH 61816 76 505 IGLAZING CHANNEL (.688 X .500) 6533402 77 1161 #6 X 1.000 PH. BUGLE TEK SCREW 706X1 78I FOAM GLAZING TAPE 1116 X 1/2 62BV1510 AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT 9 PP..0!)U('f I:%NF•.WFD as complying with tie Rmida Buitdin � coue Acccp.ance No 0 —0 1.03 Expiration w ]Z By Mi Ade Product Control Division WELD PRODUCT REVISED ALONG e3com 'Aft radds 9 SCREW>( Boss (z �.- 007', VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION w rlw—r HEDRAWN UUHNER GUNSTRUGTIUN ADD ITEM 51 AND WINDLOAD o rclauc s/Zsms G REMOVE ADPTR, WAS ITA119, UPGRADE ITEM 25 1070 TECHNOLOGY DRI N0'C0""'� 34Z7SVE P.O. BOX ISIM NOKOIA8, FL 34274 —jc;y— PARTS LIST & FRAME CORNER DETAIL a� 11h�06 raerae H CORRECT REMS 1. ¢, 14, 2s so & 51 _ ALUM. SINGLE HUNG WINDOW, IMPACT LM 1117M7 w r c NO CHANGE THIS SHEET armm�2 I I Zilwitffi Visibly Better 3.51AW9 SHM so.0 NTS .e 4 d 10 4066-1 a.. I q Robert L. Clark. P.E. PE #39712 Structural -2.784--+{ 1.363 1 .062 O FLANGE FRAME HEAD #4002B,6063-T6 (1/1 & VIEW WINDOWS) �-1.513-r{ 738 040 I f, 19 SASH STOP COVER #4053,6063-T5 f 2.279 1.707 .062 32 SASH TOP RAIL #4006D, 6063HS-T6 .062 38 EGRESS LATCH #2740A,6063-T5 2.946 . -L i-2.784---� O FLANGE FRAME SILL #4050A,6063-T6 1.342 .062Aq 5 25 FIXED MEETING RAIL #4054C,6063HD-TB 36 SASH BOTTOM -RAIL 94051A, 6063-T5 .050 678 1.096 F+---+{ T 59 GLAZING BEAD 7/16" #4222, 6063-T5 070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 8 1.749 2.710 .062 O FLANGE FRAME JAMB #4004,6063-T6 (USED AS RADIUS TOP HEAD) ----i .750 1.0 125 27 REINFORCEMENT, FIXED MEETING RAIL #4063A,6061-T6 1,165 �1I .062 1.349 41 SASH SIDE RAIL #4008, 6063-T5 .050 .678 1.115 � 17 60 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) Mft ALUM. SINGLE HUNG WINDOW, IMPACT virrblyB`tCe'�,o�Half15 - 10 40&S'_i- 10 40S5-1 062 1 .490 �--1.451-1 T 10 SASH STOP #4025,6063-T5 PRODUCT RENEWED as cetsPlyit:g v. itlr the Florida Building Colo Z.1twwo No — f.03 E�tpimtio Date O%2 By Tvlian ade Pr ud Control Division PRO DUCT REY15Ep s t!e tF complying with Irdd� -7Oak Robert L. Clark P.E. PE #39712 Structural ANCHOR QUANTITIES FOR 1M WINDOWS TABLE 3. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 2 - 1/4' ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 40-603 46.603 52.6I3 58 60S 64.603 76.000 3 - #12 STEEL SCREWS (G5) 4- 5/16" ELCO TAPCONS ANCHOR TYPE: --� , o U U o U U o U U o U U o U U a U U ❑Qce)p U U o U UONS ARE BAED ON THE WINDOWGLASSN NO�ONONO�ONON0 SNO`r0NONO�O 2FOLL ULLDP. 004 O�ONONO�ONONO�ONCli WINGTELOCATSTED DIMENSIONSAT U U U U 3:U U U U U U U U U U U U WIDTH TYPE ©3- MINIMUM O.C.SPACING. HEAD-181/2" MAX. FROM CORNERS 19.125 A JAMBS -10' MAX. FROM TOP CORNERS 1 2 1,1 1;1 1-2 1'2 1'1 2 2 2'2 2 2 2i2 2 2 2.2 2'3 2:2 2:2 2 3 22 2:2 313k. i2 2 2 3 3 3'' 2;2 10"MAX. FROM BOTTOM CORNERS A 1/8" MAX. ABOVE MEETING RAIL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 A B" MAX. BELOW MEETING RAIL i 21.21 1 1 3121 22;32;22;22;32!2223�32i22:234222.;2342i22:24433212 SILL -ANCHORS NOT REQUIRED PSF 95` 3. INSTALL IN MIAMI-DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE 32.000 i'; ,,. 1 1 2 1 1 2 1 1 2 1 1 2 1 1 1 2 1 1 2 1 1 2 1 1 DIMENSIONAL CRITERIA OF NOTE 2. A 1. 2 1, 2 2' 3 2; 2 1 2 2; 3 2.3 2 2 2 4 2; 3 2 2 3:4 2 3 2.2 3: 4 3 3 2 2 3, 5 3' 3 2: 2 4 5 3.4 3' 3 4. SHADED WINDOW SIZE BLOCKS OF THE ADJACENT PSF gM TABLE ARE LIMITED TO THE DESIGN PRESSURE Yw SHOWN ABOVE THE QUANTITY OF ANCHORS.. 1 1 2 1 1 2 1 1 2 1 1 2 2 2 2 i 2 2 1 2 2 1 2 2:2;2 1,2 23 2 2 2;2 2 4 2.3 2;2 3 4 2 3 2,3. 2 3 2 3 3 5 3 3 2 4:5 3'4 2.3 5,6 3;4 3:.3 PSF 40.000 ' :;2 ;` 2 2 2i 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 q >... 2 .2`21 2.2,3232•.234232:2342:3233:5232;33533234`634235'64;434 PR0DUcrRcaewl PSF 73 - 91>; ` Eaiidivs C tc o 3 Accepmcc Na 44.000 ::-2;::. 2 2 =.2' 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1x ti —Da 1l A TABLE KEY: BY.`- 2.22.2:2:_32.3223:42,32;33:5332,33'53.32,34;63,42;34;63;4235;74;53:4 ME ade cr Conw PSF' 68;=.`.8,. HEAD ❑ivisLoa 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 J -- 2- AMB ABOVE 48.000 2 :12'212 2 2 2- 2 2F3, q 2 3 22-,3'2<32.2332i3353;32;34.63:42346343,3473:43.36.84;53;4MTG.RAIL JAMBBELOWPRODUCT REVISED MTG. RAIL ��S> withQ,F;mids 3F4 3 2pi, 53.125 22 2 2 2 2 2 2 3 2 2 2 2 4 _q2 13%1_�?412% 144 3' 2.3 2+234 23 :4 6 3 4 3,3 7 4 4 3;4 5,7 4'S 6;8 45 3:4 % x� Rna er p.y: F. a 8/1fi108 G HEW SHEET UPGRADEAND DETAIL ANCHORAGE P Y ANCHORAGE, 1/1 WINDOWS rtewe�aa1 WO TECHNOLOGY ORNE F.K 1M&W H REVISE TABLE DUE TO RED UCEDANCHOR CAPACrrYCAL CS. NOKOMIS,FL34275 TV. AR1e� o� R ALUM. SINGLE HUNG WINDOW IMPACT LM Robert L. Clark. P.E. F.K 1117107 1 CHANGE NOTE 2 - ADD S' MIN. O.C. A 8118'ABOVE MTG. R41L P•O. BOX 1529 a'�0a°' PE #39712 Gheat d NOKOMIS, FL 34274 l/rsibo Better � ��' rar. a— or. pay; pay; F ,� , , ona ru SH800 NTSsaw�.,e 6 d 10 4065-1 I Structural ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 4. WINDOW HEIGHT SUBSTRATE:,,,,,,29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYE: ❑ `° O IV 0 N Z 0 Z O ❑ M O N 0 N Z,t 0 0 Z O ❑ N O 0 N Z, 0 0 Z O ❑ rn O N 0 N Z 0 0 Z'n O ❑ 0 N o N Z O Z O ❑ M O ti 0 N Z O 0 V Z O ❑ en Q (V U 0 N Z O 0 Z O ❑ el 0 N 0 N Z 00 0 I Z O WINDOW GLAS 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 WIDTH TYPE PSF 8> 19.125- 1 1 1 11 2L2 2 �2i 2.1 2 2 2'2 2;1 2 2 2;2 2,2 3j2 2;2 2 2 3 3 2 2 2 2 3.3 2:2 2! 2. 3 3 2:2 22 PSF 'Fl; 24.000 A .rb; 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ 1_ 1 1!1 1'1 212 2 2 2;1 313 2.2 2:2 3 3 2 2 2!2 3:3 2:2 2;2 4°4 2 2 2 2 4 4 3:2 2i2 _ 4 4 3:2 2 2 PSF ��' 92 8$: 32,000 A t `f t f 1 C. 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 y1;1 A'. :„ 1 1 2.::;2. 2 2 2:2 3,3 2,2 2 2 3;3 2 3 2�2 4:4 3 3 3;2 4.4 3:3 3 2 5.4 3;3 3;2 5;4 4:3 3.2 PSF 37.000 A= 1 2 2 1 2 -.2.-- 2 1 2 2 1 2 2 1 2 2 1 2 2 1 7.'.22,2 2'2 3 3 2 3 2 2 4;4 2:3 2 2 4 4 3s3 3:3 5'5 3.3 3,3 5i5 4'•3 3;3 -- 6;5 4!3 3 3 40.000 A g•' _ 2 :2 2 ;` 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 2 1222;22233:2:32`24433234;53:33'3554!33.3554'433654,433 PSF ,„42 66 8a 6T;' 87ti:: 44.000= 2 2 2 2 2 2:° 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2, 2 2 2:2 3:3; 3'3 2;2 4 i 4 3'.3 2;3 5;5 3.3 3.3 5'6 4.3 3.;3 6.6 4:4 4;3 6 6 4 4 4:3 PSF -79 fi3 103 7$;,, 16fr 48.000 A z ; 2 _ a 2 2 ; 2 2 2 3'; 2 2 3 2 2 4 2 2 4 2 2 4 2 2 212 3.3 3'3 2:2 .4-rl` 3i3 3;3 6.5 4'4 3 3 6 6 4;4 33 6 6 5 4 4s3 7;6 54 4 3 PSF[.,:- 36 S2 .© 5�X 95;. 71 93; 1'06. 53.125 A 2 2� 2 2 2. 2 l..3,3 2 3 2- 2 _-4 3 2 4 3 2 4 3 2 4 3 2 1•:! 1 2_Z 2 2;2 3. ; 3 3 4., 3 4 3 3 5'S 4 4 3 3 $,6 4;4 3`.3 7 7 5,4 44 7?7 5'S 4 4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 2 -114" ELCO SS4 CRETE-FLEX 3 - ##12 STEEL SCREWS (G5) 4 - 5116" ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL OP. e3" MINIMUM O.C. SPACING. HEAD -18 1/2" MAX. FROM CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS e8 118- MAX. ABOVE MEETING RAIL 6" MAX. BELOW MEETING RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI-DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. SHADED WINDOW SIZE BLOCKS OF THE ADJACENT TABLE ARE LIMITED TO THE DESIGN PRESSURE SHOWN ABOVE THE QUANTITY OF ANCHORS. TABLE KEY: HEAD 2 JAMBABOVE MTG. RAIL 3 2 JAh1B BELOW MTG. RAIL V �' IRCIT""'• """"""` AMU Fl` "` """""t ANCHORAGE, STANDARD VIEW iir" H F&Wk- REVISE TABLE DUE TO REDUCED ANCHOR CAPACITYCALCS. 1W0 TECHNOLOGY DRIVE NOKOMIS,PL31276 fq Cm 1/17A77 I CHANGENOTE2-ADD 3'MlN.O.C.881/8'ABOtiEMTG P.O. ROX 1529 ALUM. SINGLE HUNG WINDOW,RA/L NOKOMIt%Fi.31T74 Virib[yBetter sWWv k. s� ", ►/ZO/06 J J, g/2g/O6 SH800 7 a 1U IMPACT LM 4Q65-1 r PRODUCT RENEWED as complying with dtc Florida Building Ccdc Acceptance No - .03 n ate IZ By � _ Mramr adc Product ContrW Division PRODUCT dtF.Yi W as tout. way :Path 60 VAdft Bwad gCsde a� O3 7 Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM WINDOW HEIGHT MINUS SASH HEIGHT TABLE 5. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6, SUBSTRATE: 17.172 22.172 27.172 32.172 37.172 42.172 47.172 55.926 ANCHOR TYPE: ❑ ry 0 L� O ❑ v zmoNz�znoNzlz O ❑ N v O ❑ c� O c� ❑ N U O u U O 0 ❑ MONZazno N O ?� v O ❑ 0 O ❑ ❑ N � v z p ❑ U �ZmOry2�Z p � ❑ ci O c� O ❑ c� ONO � ❑ �ONZyZnoNz O c� v O � ❑ tV � U O � v Z O ❑ WINDOW GLASSoNz� WIDTH TYPE � � PSF ,?`7 19.125' t= 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A 1 2 2 1 2 2 2 3 2 2 3 2 2 3 3 2 4 3 3 4 4 3 PSF i 1Qfi,` 24.000 ;f;T 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 3 2 2 3 2 2 4 3 2 4 3 3 5 3 3 5 4 3 PSF 1^i 32.000 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 1 2 2 2 3 3 2 4 3 3 4 3 3 5 4 3 5 4 4 6 5 4 PSF n tb2; ?t03. 37.000 1 2 1 2 2 1 2> 2 1 2 2 1 2 2 1 2 2 1 A - - 1 1 1 2y 2 2 3 3 2 4 3 3? b 4 3 5 4 3 6 4 4 7 5 4 PS 82 t0$:,80 705` /$9, J00' 1dS 40.000 2 _- 2 2 2 2: 2 2 2 2 3 2 2 3 2 2. 3 2 2 3 2 2 A 4 1., 1 2 `.' 2 •_ 2 3.. 3 3 4.'. 4 3 S. 4 3 5 4 3 6 5 4 7 6 5 PSF>} 90 ; 63 80; 88' = 55 t01:; �8• ;1f}8 ; 44.000' 2 2 $' 2. 2 2' 2 2 2 ? 3 2 2 3 2 2 3 2 2 3 2 2 A- i- 2 3' 3 3 $i 4 3 5 4 5 4 7 5 4 8 6 5 �., PSFfl` 48.000 2 2 2 2. .: 2= 2 $; 2 2 3 2 2 3 2 2 3. 2 2 ' 2 2 A { - [,J".- — - -: 3 44 4 4 5 4 6',: 6 5 7 5 58;. 7 5 �5c PSF 1�? 84 ; 83 109; �IfkK; 53.125 1 3 2 2 r 3 $ 2`-3 3 2 "3 3 2 A 4 4 gal 6 6 S 7 6 3 z :q 5{ 4 r6 , .5 TECHNOLOGY DRIVENOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS,FL34274 Visibly ANCHORAGE NOTES: 1. ANCHOR TYPES: 2 -1/4" ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREWS (G5) 4 - 5l16" ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL OP. ©3" MINIMUM O.C. SPACING. HEAD -18 1/2" MAX. FROM CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS ©8 1/8" ABOVE MEETING RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI-DADE 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 VIEW WINDOWS. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 5. 76"MAXIMUM WINDOW HEIGHT. 6. SHADED WINDOW SIZE BLOCKS OF THE ADJACENT TABLE ARE LIMITED TO THE DESIGN PRESSURE SHOWN ABOVETHE QUANTITY OF ANCHORS. TABLE KEY: HEAD 4 JAMB ABOVE - 6 - - MTG. RAIL CUSTOM VIEW ABOVE MTG. RAIL ALUM. SINGLE HUNG WINDOW, IMPACT SHM NTS 8 a 10 1 _ 4065-1 PRODUCT Rcr!Ycicn as can:ply!ag wi16,L, Florida nuiidi— n u Acccpre ho Expi D to p sy Mimui 4h Product Control Division P-WDUCT REVIM as compbiag muh iw DIYaib Saidtag Ccda N a I - 10b7 A�liorvl itiodeei I►ivb v Robert L. Clerk P.E. PE #39712 Structural ANCHOR QUANTITIES BELOW MEETING RAIL (JAMBS), CUSTOM WINDOWS BASED ON SASH HEIGHT TABLE 6. SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE: po N S 0 N 0 0 0 O U ❑ N 0 U N O U 0 0 ❑ N 0 N O 0 O U ❑ N O U N Q U -w Z c� 0 O O 0 ry O 0 0 Q 0 U ❑ N 0 0 N 0� U 0 0 U ❑ H 0 U N O U 0 �' 0 0 ❑ N O 0 N O' U 0 0 U WINDOW WIDTH MAX. PSF 110 1 1 1 1 2 1 2 2 1 2 2 2 2 2 2 3 2 2 1 3 2 2 3 2 2 -100 1 1 1 1 1 1 2 2 1 2 2 2 2 2 2 3 2 2. 3 2 2_ 3 2 2 19.125 90 1 1 1 1 1 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 -80 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 70 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 60 1 1 1 1 1 1 2 1 1 2 2 2 —2--2- 2 2 2 2 2 2 2 2 2 2 -110 1 1 1 2 2 1 3 2 2 3 2 2 1 3 2 2 4 2 2 4 2 1 2 4 2 2 -100 1 1 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 24.000 -90 1 1 1 1 1 1 1 1 2 2 1 2 2 2 2 2 2 3 1 2 2 3 2 2 3 2 2 -80 1 1 1 i 1. 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 -70 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -60 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -110 2 2 1 2 2 2 3 2 2 3 3 2 4 3 2 4 3 2 4 3 2 4 3 2 -100 2 2 1 2 2 2 3 2 2 3 1 2 2 3 3 2 4 3 2 4 3 2 4 3 2 32.000 -90 _1 1 1 2 1 2 1 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 80 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 -70 1 1 1 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -60 1 1 1 1 1 1 2 2 1 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 _-110 2 2 2 2 2 2 3 3 2 4 3 2 4 3 3 5 3 3 5 3 5 3 3 -100 2 2 1 2 2 2 3 2 2 3 3 2 4 3 2 4 3 3 5 3 _3 3 5 3 3 37.000 -90 2 2 1 2 2 2 3 2 2 3 3 2 3 3 2 4 3 2 5 3 2 5 3 2 -80 1 1 1 2 2 1 3 2 2 3 2 2 3 3 2 3 3 2 4 3 2 4 3 2 -70 1 1 1 2 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -60 1 1 1 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -110 2 2 2 2 2 2 ':;NA = 3 2 4 3 2 5 3 3 5 3 3 5 3 3 5 4 3 242 1 2 2 2 3 2 2 4 3 2 4 3 3 5 3 3 5 3 3 5 3 3 40.0002 1 2 2 2 3 2 2 3 3 2 4 3 2 4 3 3 5 3 3 5 3 3 J-7001- 2 1 2 _ 2 1 3 2 2 3 2 2 T 3 3 2 4 3 2 4 3 2 4 3 2 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 1 1 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -110 2 2 2_ 2 2 2 "It1b°� 3 2 4 3 3 5 3 3 6 3 3 6 4 3 6 4 3 -100 2 2 2 2 2 2fA:. 3 2 4. 3 2 4 3 3 5 3 3 6 3 3 6 3 3 44 000 -90 2 2 1_ 2 2 2 (wi: 2- 2 4 2 4 3 3_ 5 3 3 5 3 3 5 3 3 -80 2 2 1 2 2 2 3 2 2 3 _3 3 2 4 3 2 4 3 3 _ 5 -3 3 5 3 3 .70 1 1 1 2 2 1 3 2 2 3 2 2 3 3 2 4 3 2 -4. 3 2 4 3 2 -60 1 1 1 2 2 1 3 2 1 3 2 2 3' 2 2 3 3 2 3 3 2 3 3 2 110 2 2 2 NA,_':j Ili 2 NA =° 3 2 NA; 3 3 5 4 3 6 4 3 6 4 3 6 4 3 -100 2 2 2 2 2 2; NA; 3 2 4 3 3 5 3 3 6 3 3 6 4 3 6 4 3 48.000 -90 2 2 2 2 2 2 --j!fR 3 2 4 3 2 4 3 3 5 3 3 6 3 3 6 3 3 -80 2 2 1 2 2 2 2 2 4 3 2 4 3 2 4 3 3 5 3 3 5 3 3 -70 2 .2 1 2 2 2 3 2 2 3 2 2 4 3 2 4 3 2 4 3 3 4 3 3 -60 1 1 1 2 2 1 3 2 2 3 2 2 3- 2 2 3 3 2 4 3 2 4 3 2 -110 2 2 2 plq ;tA;; 2 3 3 NA'; 4 3 )=' 4 3 LVA 4 3 7 4 4 7 4 4 -100 2 2 2'%�JFI° _. NA 2 MA,"' 3 2= M. 3 3 5 4 3 6 4 3 6 4 3 7 4 3 53.125 -90 2 2 2 2 2 2 NRC 3 2 4 3 3 5 3 3 5 4 3 6 4 3 6 4 3 80 2 2 1 2 2 2 2 -11 3 2 4 3 2 4 3 3 5 3 3 5 3 3 5 3 3 -70 2 2 1 _ 2 2 2 3 2 2 4 3 2 4 3 2 4 3 3 5 3 3 5 3 3 -60 1 1 1 2 2 1 3 2 2 3 2 2 4 3 2 4 3 2 4 3 3 4 3 3 ANCHORAGE NOTES: 1. ANCHOR TYPES: 2 -1/4" ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREWS (G5) 4 - 5/16' ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP. ®3" MINIMUM O.C. SPACING. JAMBS - 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI-DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE TABLE ON THE PRECEDING PAGE TO TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 4. SHADED SASH SIZE BLOCKS WITH "NA" IN THE ADJACENT TABLE MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION NOT AVAILABLE FOR THIS MAX. PSF. TABLE KEY: JAMB BELOW MTG. RAIL s2m Gvc NEW SHEET, UPGRADE AND DETAIL ANCHORAGE r_ ANCHORAGE CUSTOM VIEW BELOW MTG. RN � 11/&OB NSMbir H REVISE TABLE DUE TOREDUCED ANCfIORCAPACITY GLLCS. 1070TECHNOLOGVDRIVE NOKOMIS.FL34275 P.O. Sox ism NOKOMIS. FL=74 _ r ALUM. SINGLE HUNG WINDOW, IMPACT LM swh hbw. s� sa.9 °_O� ra.. SH800 NTS 9 l0 4065-1 r 1117107 Z CHANGE TO NOTE' 2 -ADD 3' MIN. O.C. Visibly Better 36. 7f2aw Cn.eaae J.J. tum: 9/Z9/O6 PRODUCT REh..W£D as compiyi^g with the Florida Building Cade Aeeep7arce uo D . aa Ex ' ion ate f By Miami ade Fi rct Control Division PRODUCT REVMD as complying with fine FINi y �a�1a Curio O 8 7 �9 MOO X/' �K� / a� %/ Robert L. Clark, P.E. PE #39712 Structural NOTES: CONCRETE ANCHOR 1. FOR CONCRETE/MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE MIN. 3.5 ksi CONCRETE (SEE NOTE 1) COUNTY APPROVED 5116" OR 114" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR 2x WOOD BUCK WOOD ANCHOR TO CONCRETE/MASONRY EDGE IS 2". 1 314" MIN. EMBEDMENT. (SEE NOTE 3) (SEE NOTE 2) F�-2' MIN. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (65) OR (WOOD) 114" SS4 CRETE-FLEX. =". y:• . 1 314' 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE r MIN' TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE OPTIONAL 1x •`, - L INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1!2" WOOD BUCK ` �� _ — MI THICK OR GREATER_ INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE (SEE NOTE 3) L ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1/4" 1!4' 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT 1 1/16' REF. SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND CONCRETE ANCHORAGE SPACING FOR TiY,�.ICAL H D /Ai;IG9;i�:RP.�E 5/16" TAPCONS MAY BE USED. .s+sww� 5. ANCHORS ARE NOT REQUIRED AT THE SILL. EXTERIOR INTERIOR [� 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. (HEAD & SILL DETAILS A, B, E & F)© 114"MAX. 1 3/4" 1/4" MAX. 1 318" MIN., 3.5 ksi CONCRETE PRODUCT R6'.dGVdED SHIM� SHIM MIN. OR as ce:t?;ayiv: ; ;viih Ur Florida 1 1/4" MIN. 1.5 ksi CMU ANCHORS NOT REQUIRED AT SILL 1 I r 11, Ax�'zccc No d .Q3 5116" I • .. .. ".. 5/16" 1 `' )� Exn a Ete !� REF. !(�?;,t':, :�•: REF. CONCRETE ANCHOR, I ' t'I IODANCHOR, FH BELOW MEETING RAIL. i , BELOW MEETING 1!4"�3"MiN. SPACING � L. (SEE NOTE 2) MAX. I (SEE NOTE 1) } I SHIM j I 9/32" ` . 9132" 4 I ), ((i ' j 2x BUCK OPTIONAL �/ REF. 2" IN' REF. I f (�1 y I SUBSTRATE (SEE NOTE 3) DETAIL E �� ;..,. ' PRODWCi'REV19E1D ftk1n Code ��11 wlti eRe Paida 2x WOOD BUCK Ampemallo 1x BUCK OPTIONAL WITH SOLID CONCRETE (SEE NOTE 3) �8 07 SUBSTRATE (SEE NOTE 3) �ANGFIt�J iS1N.CLTIECEQ 11RED/AT>IS.ILL� DETAIL C DETAIL D L T►YjP.ICA JAMB ANN114"� ID, MAX. _,. INTERIOR SHIM (JAMB DETAILS C & D) 8 EXTERIOR 1x BUCK OPTIONAL SUBSTRATE (SEE NOTE 3) DETAIL F rt�sley. cieR � �" FIG 9ns/06 G REDRAWN, UPGR40EDANCHORAGEANDNO7ES. m ANCHORAGE DETAILS `/7�% . � 1o7o7ECNNOLocvORrIE F.K 1116106 H ADD SILL DETAILS E 8 F. ADD MIN. EDGE D/ST. B REVISENOTE I NOKOMIS. FL 31275 P-AC;-Ift p' N—W R" � P.O. 90X 1579 ALUM. SINGLE HUNG WINDOW, IMPACT LM R Bert . Gerk, P.E. F.F.K� 1117107 a r CL IFYINTERIOR AND EXTERIOR DETAIL DESIGNATION NO .OMIS, FL 34274 V&ibly Better N. PE #39712 F.K. 4124102 J.J. 8/6w sH8W Ha ff 10 d 1010 4065-1 I structural Florida Building Code Online Page 1 of 4 4 e i '- o q - rA:.. Florida Departmentof BCIS Home Login user Registration Hot Topics Submit Surcharge l Stats & Facts Publications FBC Staff BCIS Site MapUnks Search Busines Professi, al Prod tUApproval ser Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail >' a FL # s Application Type ion Code Version 007 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ED Product Manufacturer Address/Phone/Email INN1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized' Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Emall 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext•21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category eri D"o Subcategory S id'n E e o Doo Arse , Iles Compliance Method Certification Mark or Listing Certification Agency Mlami-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/27/2011 Florida Building Code Online Page 2 of 4 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 04/29/2011 05/04/2011 05/09/2011 12/19/2011 Summary of Products FL # Model, Number or Name IlDescriDtion 251.1 SGD - 470 (Non- IVinyl Sliding Glass Door II Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC 11-0107.09.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL251 R15 II 11-0107.09.odf Acceptance (NOA) #11-0107.09 for product performance Verified By: Miami -Dade BCCO - CER information, anchorage details, and anchor type, size, Created by Independent Third Party: and spacing information. Evaluation Reports i Created by Independent Third Party: 251.2 SGD - 570 (Large Missile Impact) JIVinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC 11-0107.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL251 R15 II 11-0107.04.odf Acceptance (NOA) #11-0107.04 for product performance Verified By: Miami -Dade BCCO - CER information, anchorage details, and anchor type, size, Created by Independent Third Party: and spacing information. Evaluation Reports I 251.3 SGD - 670 (Non -Impact Created by Independent Third Party: Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC 09082613 R0.0f j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/17/2015 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL251 R15 II 09082613 R0.1)df Acceptance (NOA) #09-0826.13 for product performance Verified By: Miami -Dade BCCO - CER information, anchorage details, and anchor type, size, Created by Independent Third Party: and spacing information. Evaluation Reports Created by Independent Third Party: I 251.4 JjSGD - 670HP (Non -Impact) JjAluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC 09082614.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2015 Design Pressure: N/A Other: Please see Miami -Dade County Notice of Installation Instructions FL251 R15 II 09082614.odf Acceptance (NOA) #09-0826.14 for product performance Verified By: Miami -Dade BCCO - CER Information, anchorage details, and anchor type, size, Created by Independent Third Party: and spacing Information. Evaluation Reports Created by Independent Third Party: 251.5 1SGD - 680 (Non -Impact) i jjWlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC SGD 680 NI 08-1202.12.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 03/18/2014 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL251 R15 II SGD 680 NI 08-1202.12.0f Acceptance (NOA) #08-1202.12 for product performance Verified By: Miami -Dade BCCO - CER information, anchorage details, and anchor type, size, Created by Independent Third Party: and spacing information. HVHZ must follow all provisions Evaluation Reports identified as "Miami -Dade" on the NOA drawings. Created by Independent Third Party: 251.6 SGD - 770 Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC 09082610odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/17/2015 Design Pressure: N/A 11 Installation Instructions http://Www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/27/2011 Florida Building Code Online Page 3 of 4 Other: Please see Miami -Dade County Notice of FL251 R15 II 09082610.pdf Acceptance (NOA) #09-0826.10 for product performance Verified By: Miami -Dade BCCO - CER Information, anchorage details, and anchor type, size, Created by Independent Third Party: and spacing information. Evaluation Reports Created by Independent Third Party: 251.7 SGD - 770HP (Large Missile WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC 09082612.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2015 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL251 R15 II 09082612.pdf Acceptance (NOA) #09-0826.12 for product performance Verified By: Miami -Dade BCCO - CER Information, anchorage details, and anchor type, size, Created by Independent Third Party: and spacing Information. Evaluation Reports Created by Independent Third Party: 251.8 SG@kkFZ7QVI2i5 :;" I M'ssii' WinGuard Aluminum Sliding Glass Door �A Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC 09082611.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date ! Impact Resistant: Yes 03/24/2015 Design Pressure: N/A Walla " nsfructioiis Other: Please see Miami -Dade County -Notice of ,, R 0 ; 1 Acceptance (NOA) #09-0826.11 for product performance en ie y: Miami -Dade BCCO - CER Information, anchorage details, and anchor type, size, Created by Independent Third Party: and spacing information. Evaluation Reports Created by Independent Third Party: 251.9 SGD - 780 (Impact) JlWinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC SGD 780 LMI 08-1202.11.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 08/02/2012 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL251 R15 II SGD 780 LMI 08-1202.11.pdf Acceptance (NOA) #07-0607.02 for product performance Verified By: Miami -Dade BCCO - CER Information, anchorage details, and anchor type, size, Created by Independent Third Party: and spacing information. HVHZ must follow all provisions Evaluation Reports Identified as "Miami -Dade" on the NOA drawings. Created by Independent Third Party: 251.10 SGD-2500 (Non -Impact) lAluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC 2500-08-0213-03.PDF Approved for use outside HVHZ: Yes FL251 R15 C CAC Letter SGD-2500.Pdf Impact Resistant: No' Quality Assurance Contract Expiration Date Design Pressure: N/A 05/22/2013 Other: Please see Miami -Dade County Notice of Installation Instructions Acceptance (NOA) #08-0213.03 for product performance FL251 R15 II 2500-08-0213-03.PDF information, anchorage details, and anchor type, size, Verified By: Miami -Dade BCCO - CER and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-2770 (Large Missile Impact) IVinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC 11-0107.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL251 R15 II 11-0107.04.pdf Acceptance (NOA) #11-0107.04 for product performance Verified By: Miami -Dade BCCO - CER information, anchorage details, and anchor type, size, Created by Independent Third Party: and spacing information. Evaluation Reports Created by Independent Third Party: 251.12 SGD-2870 (Large Missile Impact) IVinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC 11-0107.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of FL251 R15 II 11-0107.04.pdf (NOA) #11-0107.04 for product performance Verified By: Miami -Dade BCCO - CER information, anchorage details, and anchor type, size, ,,Acceptance Created by Independent Third Party: and spacing information. Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/27/2011 Florida Building Code Online Page 4 of 4 Created by Independent Third Party: 251.13 SGD-3030 (Large Missile Impact) lArchitectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC 3030-LM-07-0831-09.PDF FL251 R15 C CAC Letter SGD-3030 LM.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 02/14/2013 Other: Please see Miami -Dade County Notice of Installation Instructions Acceptance (NOA) #07-0831.09 for product performance FL251 R15 II 3030-LM-07-0831-09.PDF information, anchorage details, and anchor type, size, and spacing information. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports i Created by Independent Third Party: 251.14 SGD-3030 (Small Missile Impact) IlArchitectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R15 C CAC 3030-SM-07-0905-04.PDF FL251 R15 C CAC Letter SGD-3030 SM.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 02/14/2013 Other: Please see Miami -Dade County Notice of Installation Instructions Acceptance (NOA) #07-0905.04 for product performance FL251 R15 II 3030-SM-07-0905-04.PDF Information, anchorage details, and anchor type, size, Verified By: Miami -Dade BCCO - CER and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida Is an AA/EEO employer. 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Product Approval Accepts: H-�.-�, security ktt:rtucr VUISIgnn r Tr too Y[AI FY F http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDq sEt2PTand5b... 12/27/2011 M MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING B D G CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingeodeonfne.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 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series APPROVAL DOCUMENT: Drawing No.PGT0005, titled "Series 770 H.P. Aluminum SGD-SMI", sheets 1 through 10 of 10, prepared by PTC, LLC, dated 08/05/07 and last revised on 02-24-10, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dad County Product Control Division. MISSILE IMPACT RATING: Smalll Missile Impac Limitation: 1. See table 1 in sheet 4 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 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 consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. . * 0 0 8 6 11 Fsxoiration .ate: March 24.20iI5 Approval Date: arch 24, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0005, titled "Series 770 H.P. Aluminum SGD-SMP', sheets 1 through 10 of 10, prepared by PTC; LLC, dated 08/05/07 and last revised on 02-24-10, signed and sealed by Robert J. Amoruso, P.E. B.' TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Small Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-6019 and FTL-6020, both dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 6019 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 08-24-09 and last revised on 12/15/09, prepared by PTC, LLC, Robert J. Amoruso, P.E. 2. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Building. Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours, for "DuPont Butacite ® PVB", expiring on 12/11/2010 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08-19-09, signed by Robert J. Amoruso, P.E. 2. Letter of Lab compliance, part of the above test reports. G. OTHER 1. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. Ishdq I. Chanda, P.E. Product Control Examiner NOA No. 09-0826.11 Expiration Date: March 24, 2015 Approval Date: March 24, 2010 E-1 770 H.P. SMI SLIDING GLASS DO DESIGN PRESSURE CHART (PSF) 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED ERLX ES- DB . - Ds9 l4 t+T, BtJFAGIT Pv - SEE TABLES 1 & 1A, SHEET 4 G7 - 7l96" LAPhiNATED: (2) L TES OF "a 16" 7 GLASS WITH IfD8P-VB. i1fi-�L►AMINAZED. (2) F- f 'f�G S� NtTH t 090 DBPVB G8 -1" LAMINATED I.G.: 3116" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" T GLASS WITH AN .090 DBPVB INTERLAYER. G8A -1" LAMINATED I.G.: 1/4" TEXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3116" T GLASS WITH AN .090 DBPVB INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. NQ/� DRAWING MAP 3. ANCHORAGE: THE 33 1/3/e STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR SHEET ANCHORAGE DETAILS SEE SHEETS 4 THROUGH 6. GENERAL NOTES.............1 4. SHUTTERS ARE NOT REQUIRED 30' ABOVE GRADE. ELEVATIONS ......................2 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. GLAZING DETAILS ............ 3 6. REFERENCES: TEST REPORTS FTL-6019 AND FTL-6020, DATED 8/7109. ANCHORAGE .....................4-6 ELCO TEXTRON NOA: 07-0425.01, 03-0225,05, ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL DESIGN PRESSURES....... 4 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH ELEVATIONS ..................... 7 VELOCITY HURRICANE ZONE (HVHZ). CONFIGURATIONS...,,...... 7 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. VERT. SECTIONS..............8 9. CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (108") HIGH WITH A MAXIMUM OF FOUR 4 FT. NOMINAL WIDE DOOR PANELS. HORIZ. SECTIONS........,... 8 SEE EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEET 7. , PARTS LIST ....................... 9, D.L.O. WIDTH = NOMINAL PANEL WIDTH - 7" EXTRUSIONS .................... 10 D.L.O. HEIGHT = NOMINAL PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5.6: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 5116" ULTRACON (FORMERLY TAPCON) CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE-FLEX , SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4' ELCO SS4 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1, SHTS. 4, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN„ (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete Screw Anchorage 6linimum dment and Minimum Edge Distance Requirements Head and Sill Jamb. Concrete Un-Grouted CMU Grouted CMU Dia, Min. Emb. Min. Ed Min. Emb. Min, Ed Min. Emb. Min, Ed Eico Uitraeon L1 4 5 to IYi[TSN f+E ?l 1I22&1J2N 1 tea 1j1rh r lial jt2il1law f119�41lVL �jILr$jt/2 1 Elco Crete -Flex SS4 I 1W 1 314 2 112 1 i14_ ' —Not Recommended P.O.80X 1529 NOXOMIS, FL 34274 Concrete Strength Requirements Type Dla, tie' Elco Utracon 114" 2700 psi S/18" 3500 psi Sco Crete -Flex SS4 1/4" 3350 psl Definitions: Emb. = Embedment Ed = Edge Distance Min. = Minimum CONCRETE SCREWS STRENGTHS: Fy MIN. =136 KSI Fu MIN. =177 KS1 Vprovd uNS .�trldt Ids FIptNABaWisg CIrdG1eda Masonry Strength Requirements Nits Ungrounted CMV ASTM C-90 � - ' MlaCll D de Prodxt controll ASTM Gg0 "I grout somonnitg 1 Grouted CMU to Seotlons 2105.2.21.2 aril R609 of tre FEC. Wood Screws (Head, SIII & Jambs) In. Tye 11n. Emb MIn. Ed 012 Wood Screw 1 3IE" 1" Elco Crete -Flex SS4 1 1 318" 1 1" UNLESS OTHERWISE NOTED GENERAL NOTES AND MAP _ SERIES 770 H.P. ALUMINUM SGD - SMI Ry. , � 7' uaMn scDno N.P. NTS I 1 m 10 1 POT0005 STATE OF Robed J. Amoroso, P.E. MAX. UNIT MAX. UNIT WIDTH 96" WIDTH 145 5/16" e MAX. o UNIT e e B B HEIGHT 8 8 a e HEIGHT a e 8 8 108" 108" + • • X e a OXX, XXO, OXO a MAX. UNIT WIDTH 191 1/2" Appeovwl as coop!yln Mill the MAX, K o tiail�'etiWaN. cu;e u UNIT e E / a / / / e e 140,4Yl HEIGHT 108" 55 - ERf•• ll l"1O.�j,►f�'f T01070� 0 4 A Z1(�*� • - A /fJ/OUFf I �:��U Rs"0ly: ON4 R.*b-ar Wnpwn.• ��•�`� P �,�` ELEVATIONS �.,0`S; o a I SMc Oa23110 �B PERMIAMI DADECOMMENTS - ip NOK70 �S,A SaTs� ,�'4je��iVA�-��•�, snrcTvrslos A PERMlAM1DADECOMMENT3 P.o.Box lsrs SERIES 770H.P.ALUMINUMSGD-SMI lilts v aar. ad: cn�wt p.Y. NOKOMIS,FLW74 ® '� eab °vi�pfd° a..- Roba"J.Amoruso, P.E. SMC Claos0a RJA SG0770 R.P. NTS 2 a 10 PGTOOD5 B PE#49762 206 3/16" T GLASS 207 1/4" T GLASS .090 DBPVB .090 DBPVB 74 3/16" T GLASSV 1/4" T GLASS 7/16" NOM. 9/16" NOM. 82 82 M. �� 3/4" NOM. S GLASS80 81 BITE EXTERIOR EXTERIOR 54 54 7r/►16°' LAMI.NRTiED GLAS' 1RE S G7 9/16" LAMINATED GLASS TYPES G7A 214 3/16" T GLASS 215 3/16" T GLASS .090 DBPVB .090 DBPVB 3/16" T GLASS 3/16" T GLASS 318" AIR SPACE 74 6/16" AIR SPACE 74 3116" T GLASS 1 /4' T GLASS 1" NOM. 1" NOM. 83 i 83 3/4" NOM. 3/4" NOM. GLASS GLASS ADD�edutomptytogwith tM BITE BITE Florida Rutdi:y Cade 79 79 a— arc :w._ - raon1l o _ aa - Mt°�mtt E•at: P7mttx:t Ca ftl EXTERIOR EXTERIOR B TRUSEAL DURASEAL SPACER 55 TRUSEAL DURASEAL SPACER 55 �pMES ��i 1" LAMINATED I.G. TYPES G8 1" LAMINATED I.G. TYPES G8A �`�� ••"" V A'�o' *: ............. *7 Z* NOTE: DBPVB = DUPONT BUTACITE PVB TAATTE OF . rrr 1070TECHNOLOGYDRnIE GLAZING DETAILS .....C?�J` SMC OZ23/10 B PER M14MI DADE COMMENTS NOKOMIS,FL3427s 1Oq f�NA11 °r ww P.O.sox lsae SERIES 770 H.P. ALUMINUM SGD - SMI SMC 11/1W9 A PER M14MI DADE COMMENTS . sw.e -- — D..smnh w" Robert J.Amotuso, P.E. WO-ar' D.U. a D•p. NOKOMIS, rL 34274 SG0770 H.P. NT$ 3 d 10 PGT0005 B rt J. Amoru SMC 08W5/09 RJA DESIGN PRESSURE AND ANCHORAGE - HEAVY DUTY STILES - REINFORCED INTERLOCKS - HEAVY DUTYASTRAGAL TABLE 1. > HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATE ANCHOR OTY. PER PANEL H & S. > JAMMB ANCHOR OTY. - Anchor Types: G7 - 711E LA TE11" IZ - (9116" TtA�.I PV 1111111,1 - 1) '114" ELCO ULTRACON (FORMERLY TAPCON) 7 H NATBO GLASS - (11C TEMP, / PV131114" TEMP.) 2) '1/4" SS4 CRErE-FLEX G8 - 7116" V LAMINATED I.G.U. - (3/16" TEMP / AIR / 3/15' TEMP. / PVB / 3/16" TEMP.) 3) '5/16" LLTRACON G8A -1" LAMINATED I.G.U. - (1/4" TEMP. / AIR / 3/16" TEMP. / PVB / 3116" TEMP.) 4) Vl2 STEEL SCREW (G5) "8BE ANCHORAGE NOTES 1 & 2 ON SHEEr 1. UNITHEIGHT 84 90 96 102 108 NOM. PANEL FRAME 2 0 U Z U Z U Z UT Z U Z U O U Z9 U U U U 3 U 0WIDTH SIDEv 0$U N M N C N sT fJ N V N v N GLASS TYPE - 7, 7A 8, SA +90-110.0 +90-110.0 +90 -110.0 +90 -110.0 +90-110.0 +90-110.0 24 H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 d` JAMB 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 .10 10 GLASS TYPE - 7, 7A 8, BA +90 -110.0 +90 .110.0 +90 -110.0 +90-110.0 +90-110.0 +90-110.0 30 s H&S C6+2 C6+2 C6+2 C6+2 C6+2 I C6+2 C6+2 CB+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 )�J_PM . 11 10 1 10 1 10 10 10 10 10 10 10 10 1 10 10 10 10 10 G1[p.S_is!!e+77 77rA�8, 8 +90 - '1'Oifl ' +90 -110.0 +90 -110.0 +90-110.0 +90 -110.0 +90-110.0 R H&S 2 G 2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 06+2 C6+2 C6+2 C6+2 C6+2 C6+2 C7+2 36 JAMB . D _ 10 10 10 10 10 10 10 1 10 10 10 10 10 10 1 10 1 10 GLASS TYPE - 7, 7A 8, 8A +90-110.0 +90-110.0 +90-110.0 +90 -110.0 +90-110.0 +90-110.0 rB°6 H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C8+2 42 d` JAMB 10 10 10 10 1D 10 10 10 10 10 10 10 10 10 12 10 10 12 GLASS TYPE - 7, 7A 8, BA +90 .110.0 +90-110.0 +90-110.0 +90-110.0 +90-110.0 +90 -110.0 H&S CB+2 CB+2 C6+3 C6+2 C6+2 C6+3 C6+2 C6+2 C7+3 C6+2 C6+2 C7+3 C6+2 C6+2 C8+3 C6+2 C6+2 C8+3 48 JAMB 10 10 10 10 1 10 10 10 10 10 10 10 12 10 10 12 10 1 10 174 d` 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 10SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED), SEE TABLE 1A ON THIS SHEET. 3.21/2", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEET 6 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. S. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. DLO WIDTH = NOM. PANEL WIUTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" TABLE 1A. SILL HT, VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH-1-1/2" WA LOW-2-1/2" +46.87 PSF MED'-3-1/4" +60.0PSF HIGH - 4" + 90.0 PSF SEE NOTES 1-3 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES w ALL INTERLOCKS TO BE REINFORCED V = EXAMPLE ON SHEET 5 I-- OH LENGTH APPtm'ed u compbIftwiMth Florida Wdisg Cade usrc MAR :.� �.oro NOAN_ oQ 8823.ff Miami VhCc Prodaw Q,V,AA OVERHANG OH LENGTH OH OH HEIGHT 1Huuu HEIGHT EQUAL TO 1 �p��tyQ�. P-Mtti�� .S GEN oOR GREATER o No 7 SEE NOTE 3 Z T T OF rO TECHNOLOGYORNE DP AND ANCHORAGE CHA. NOKOMIS, a 34275 Tr" P.O. Sox 109 SERIES 770 H.P. Alum NOKOMIS, F134274 ader '' a0 SG0770HP. NTS 4 4 10 !D - SMl •�nnuru•- R°'r Robert J. Amoroso, P.E. PGT0005 B PE#49752 2. TRACON (FORMERLY TAPCON) 2) 1/4" ELCO SS4 CRETE-FLEX 3) 5118" ULTRACON 4) #12 STEEL SCREW (G5) HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 6. JAMBS ......................... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. — LOCATED BELOW SEE CLUSTER DET„ SHT. 6 I 'ANCHORS PER PANEL" ARE THOSE CENTER OF PANEL INTERIOR INTERLOCK 3.6" MAX. ASTRAGAL � 8" MAX, AT THE HEAD AND SILL BETWEEN 3-1/2" MAX' CENTERLINE O.C. CENTERLINE CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB, o 0 0 0 0 0 0 ��l I 2.04" 4.051" 0 10 0 0 10 0 0 I 8" MAX. — ►1 24" MAX, O.C. I I Imo— 7" MAX. O.C. EXAMPLE OXX ANCHORAGE PLAN: C8+3'HEAD & SILL ANCHORAGE (3 PANEL 2-TRACK EXAMPLE SHOWN) = (25) ANCHORS TOTAL I 1(3)PANEL, 48" x 108" DOOR FROM TABLE ON -SHEET 4, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR -- — — -- --- — --- — -- -- — -- ---- -- — -- —------------- -- C8+3 = (36) ANCHORS TOTAL AT HEAD AND AT SILL 1 N (14) ANCHORS PER JAMB (SEE SHEET 6 FOR CLUSTER O.C. SPACING) EXAMPLE OXXO ANCHORAGE PLAN: (4) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE ro 7ECHNOLooroRlve ANCHORAGE SPACING & EXAMPLE PLf NOKOMIS, FL 34275[]:�� T� P.O. eoK 1529SERIES 770 H.P. ALUMINUM SGD - SMI NOKOMIS, FL 34274swmaroe�! — — a 11, SW770 H.P. NTS 5 "r 10 PGT0005 Appmved as ea®p!ylag WM tM 1110Md" ®a1ilty Cade Da VAAR _ 2 M _21U0 N0A0 OY-0f123d! nu al ®sas Vwl xt Caasml Robert J. Amoruso, P.E. PE 049752 l" MIN. E.D. TYP. EXT. 114" MAX. ] EXTERIOR INTERIOR � - \ (ALL VERT. SECTIONS) 3.50"/ \` NOTE: t AARE BASED ON MINIMUM LL DIMENSIONS SHOWN 4. IN. + ALLOWED. 21/16" O.C. O C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT, 1 TYPICAL JAMB CLUSTER FOR DETAILS "D" & "E" 1 3/8" MIN. SEE CHART, SHT. 1 ---1 I �— SHIM 114" MAX. SHIM LWOOD ANCHOR TYP., SEE 1x WOOD ANCHOR NOTE 2, SHT. 1 BUCK TYP., DETAIL A. 2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR WOOD INSTALLATION NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., 1" MIN. - t SEE ANCHOR E.D. TYP. I 2 1/16" O.C. NOTE 1, SHT. 1 L EXT, i EXT 1 3/8" MIN, 114" MAX 2x WOOD BUCK TYP., SE SHIM ANCHOR NOTE 3, SHT. 1 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL B, 2-TRACK FRAME HEAD WOOD INSTALLATION 1 3/8" MIN. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1/4" MAX. SHIM — 114"MAX. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 (SEE ANCHOR NOTE 5, SHT. 1) EXT. 2 1/18" 1" MIN O.C., TYP. E.D., TYR DETAIL C, 2-TRACK FRAME SILL WOOD INSTALLATION IN ASTRAGAL OR �+ INTERLOCK I CENTERLINE 7" MIN. 1.75" MIN. 2.04" 03.50" MIN o_Toert!r ec•roer_ei +tniTcctnrttt SEE CHART, SHT.1 t '�1 yamq� 21/16"O.C. - 1" MIN E.D., TYP. INT. ASTRAGAL OR INTERLOCK t CENTERLINE 7" MIN, 1.75" MIN. i o � 2.04" 3,50" MIN, 6 ANCHOR CLUSTER 8 ANCHOR CLUSTER --------------------ASTRAGAL OR -� INT. I. —INTERLOCK CENTERLINE j 7" MIN. I 3.50" j MIN. I+ o—� j 2.04" 0 QL0� L--- 4.051" 2-TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C7 Imo--- — 21/16"O.C. 7MSEE CHART, SHT. 1 - lx WOOD BUCK TYP., SEE ANCHOR EXT• NOTE 3, SHT. 1 1/4" MAX. SHIM t •• '�::o:' ., �r. w. SEE CHART, SHT. 1 -CONCRETE ANCHOR TYP., ��SEp§NORiNOFE , SHT. 1 'eDt.!T'Aljl1E42JKYiI+YCiY:P;.;R7t'tf"16i i*ATl r4` GRE7E11 NSTE4L?ISAFi1JN� f 1/4" MAX 1 2 1/16" O.C., TYP. 2 1/16" O.C. (SEE ANCHOR WOOD ANCHOR 11 NOTE 5, TYP., SEE ANCHOR NOTE 2, SHT. 1 EXT' 1 318" MIN. � :+•" t \— 2x WOOD BUCK TYP., SEE EXT. ANCHOR NOTE 3, SHT. 1 (` • ; V'�; ' ; DETAIL E. 2-TRACK FRAME JAMB CONCRETE ANCHOR TYP„ WOOD INSTALLATION SEE ANCHOR NOTE 1, SI FF -1 z- SEE CHART, SHT. 1 _ SEE CHART, SHT, 1 Approved e" eemtHyLig with the Fterida said; q; Cm'.,� bate R 2010 MNetff PruttactCcativ9 LLl SMC 07l23/f0 B PERMIAMIOADECOMMENTS NDKGMrs,FL3427a ANCHORAGE, EXAMPLE CLUSTERS %,its; • . o R 1..•' SERIES 770 H.P. ALUMINUM SGD - SMI SMC 11/16/09 A PERMIAMfDADECOMMEN75 P.OMIS,F.34O. HQX NOKOM/S, FL 3I274 ® av�naw �, Robert J. Amoruso, P.E. o,",.,, ey: SMC acre OS+OS+09 a,evse wA yr; SGD770H.P. NTS 6 d 10 PGT0005 B PE#49752 I PANEL LETTER K A D M L leoxoun LR p lWom N moxmm C P R T wxourl T M"mo S Roan S SINGLE LOCKSTILE INTERLOCK SINGLE LOCKSTILE INTERLOCK LOCKSTILE SINGLE INTERLOCK LOCKSTILE SINGLE INTERLOCK SINGLE ASTRAGAL INTERLOCK OUT ASTRAGAL SINGLE OUT INTERLOCK ASTRAGAL SINGLE IN INTERLOCK SINGLE ASTRAGAL INTERLOCK /N SINGLE FIXED INTERLOCK LOCKSTILE FIXED SINGLE LOCKSTILE INTERLOCK ASTRAGAL FIXED OUT LOCKSTILE ASTRAGAL FIXED IN LOCKS71LE FLED ASTRAGAL LOCKSTILE OUT FIXED Q ASTRAGAL LOCKSTILE IN DETAIL W, SHT. 8 & DETAILS'C' & 'G', SHT. 6 DETAIL'K OR'U, SHT. 8 & ANCHOR DETAILS'D' & I 'E', SHT. 6 ' fDETAIL'J', SHT. 8 fl;ASTRAGAL DETAIL'M', SHT. 8 J v DETAIL T, SHT. 8 & EXTERIOR ANCHOR DETAILS W,'B' & 'F', SHT. 6 191 1/2" MAX. VVIU l N SEE FIXED 41" MAX. PANEL CLIP D.L.O. DETAIL BELOW WIDTH PANEL PANEL PANEL PANEL TYPE I' TYPE TYPE TYPE 97 7/8" 10! MAX. pH p, HA lY' I SEE I TYP. REINF. NOTE REINF. I 3 11 SEE FRAME & OXXO (2 TRACK) AN PANELCORNER CONSTRUCTION #8 X 1.00" DETAILS BELOW PH SMS (OPTIONAL) 1 #10 X 1.25" � 1 TEK SCI ANC NOTE: 1. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS EQUALS 48" Approved r, emmplvin wfth the iloelda S&li:;^ IGtde Date 14A& ?, ,J, 2010 NONI o Mural Dale i4vuU Ca7ltoi 4 INTERIOR v (ALL PANEL TYPES) #1.50" 10 X PH SMS FIXED PANEL ID EXTERIOR PANEL CORNER FRAME CORNER DETAIL DETAIL CLIP DETAIL HEAD SHOWN, ,�!P � " NOTE: APPLICABLE TO SILL NOTES:1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL•'��CENgF �� Q. ,.•••"•'• p - � •': PG�� . REINFORCEMENT REQUIRED AT PANEL WIDTH = 48", SEE SHT. B FOR SECTION DETAILS AND SHTS. 4-6 FOR ANCHORAGE DETAILS. Q: Yr • No 497 ' ALL INTERLOCKS. 2. MAX. DLO WIDTH = 41" MAX. MAX. DLO HEIGHT = 97 718" MAX. (U�` 3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JJA`MB OR ASTRAGAL. , 0 R wa 1070TECHNOLCIGYDRIVE PANEL TYPES/EXAMPLE ELEVATIONS ��SS/ONA SMC OT/23/f0 Rmaau B PER MIAMIDADECOMMENTS NOXOMIS, FL 34275 RnT 1O" SERIES 770 H.P. ALUMINUM SGD - SMI SMC 11116/09 A PER MIAMI DADE COMMENTS P.O. BQX 1529 NOKOMIS, FL 34274 s.`.awa,s sov� em.c P—aft Robert J. Amoruso, PIE. omm SMC D"or: 08/D5/D9 aru"ae 17JA wro: SGD770N.P. NTS 7 a' 10 PGT0005 I ,il. C B G PE 949752 ALL REINFORCED INTERLOCK DETAIL'J' 2 112 45 52 51 53 t DETAIL'N' SCREEN AT HEAD PANEL CLIP HIS SHEET 4 INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR 15 112 52 40 63 51 DETAIL'P' SCREEN ATJAMB DETAIL 'O'SCREEN AT SILL SILL RISERS OPTIONS a EXTERIOR INTERIOR (ALL VERT. SECTIONS) (SEE D.P. LIMIT TABLE 1A, SHEET 4) 23 21 19 2.565" 3.305" 1.567° FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER 18 1.667" FLUSH FLAT SILL RISER 20 2.655' W 61 MIDSPAN DETAIL W (FIXED PANEL) 22 3,3105' _L 24 4.055" 1 HIGH BOX SILL RISER 25 4.055' LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER '07OOYORfVEI �J NOKOMIS, F134275 P.O.P.BBOXX152p NOKOMIS, FL 34274 DETAIL 'L' 3" b .069 3" �-r t� FIXED PANEL CLIP REQ'D AT TOP (HEAD) & BOTTOM (SILL) OF FIXED "0' PANELS. SEE SECTION "J" THIS SHT. & FIXED PANEL CLIP DETAIL ON SHT. 7 97 718" MAX. DETAIL T DLO TYR DETAIL'H' 'TICAL & HORIZONTAL SECTION D! IES 770 H. P. ALUMINUM SGD - SMI c sm": srt a"wcxn N.F. NTS 8 a 10 PGT0005 ASTRAGAL DETAIL'M' Approved as eampWg v4t0 too FIwWa BuWtng Code Bodpe !� 1 .n.IG NOAp .0 Mlaml Dade P,mdact Co2w 0 1 a .� B7 k4 .� No Robert J. Amoruso, P.E. Approved o e mplAn0 rAth tha Flmda aidle21: Date �D HOADD -o 1MIs�vl1 Dace Prodrrt Calntmf q{11141 '�'yo'% .. ��• �.: V�GENSF•.9 �. NOTE: ALL ALUMINUM = 6063-T6 D 4� • �� F .W� '•'�i rrevoeey. o.m; .: °°'°rom` �?�� f07NOKorH,nNS,fL34276NE LIST tc'�� O R TOP: �,,.,,'ONA' lF 02/23/10 8 • PER MUiM/DADECOMMEMTS ?ARTS SM 0'� SERIES 770 H.P. ALUMINUM SGD - SMI �- 11/18/09 A PER MG1M/ DADE COMMENTS SMC P.O. BOX 1629 NOKOMIS, FL 342r4 ® R¢hePE so, P.E. a m- Oflr05/09 � run e°h. scD77o H.P. NTS 9 d 10 a..w PGT0005 8 o—eY SMC ITEM PGT Dwg. # PGT. # ➢escrlpllon 1 17306 .617306 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 6 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB ADO -ON 7 17304 617304 2-TRACK SILL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 14 17305 617305 2-TRACK JAMB 16 17302 617302 2-TRACK JAMB WI1H SCREEN RAIL 18 17322 617322 SILL PoSER-0 19 17319 617319 SILL PoSER-OHOLLOW 20 17321 617321 SILLRISER- LOWFLAT 21 17318 617318 SILL RISER. LOW HOLLOW 22 17355 617365 SILL RISER-MEDFLAT 23 17354 617354 SILL RISER -MEDHOLLOW 24 17320 617320 SILL RISER • HIGH HOLLOW 26 17323 617323 SILL RISER -HIGH FLAT 40 4319 612268 SCREEN SIDE RAIL- LOCKSIILE 41 7LOCKWGSK SCREEN LOCKSEi 42 41818 SCREEN KEEPER SPACER SET 43 6152 68162 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST.STL. 49 4344 64344 SCREENASTRAOAL 60 17349 617349 OXOSCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE-,166 52 1694 81694 SCREEN SPLINE -.150 53 81816C20 SCREEN CL01H 64 1725 1f2" x 4" x 1/16" SITTING BLOCK 65 1726 1' X 4° X 1f16• SITTING BLOCK 206 GLASS 7/76 LAMI T-TPVB 207 GLASS 9/16LAMI TTPVB 214 GLASS LAMI IG 3/16T• 7l16LAMl T--TPVB 215 GLASS LAMI IGI/4T-7/i6LAMITTPVB ITEM POTDwg. # PGT. # Descdptlan 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WS'IP. - THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 66 17328 617326 INTERLOCK SCREW COVER 66 17346 617346 INTERLOCK ALUM REINF. 68 17339 617339• HEAVY DUTY ASTRAGAL 69 17324 617324 TOP &BOTTOM RAIL 70 17350 41735D WEA'IHEf2ST1i1PEXTENSTON (INJECTION MOLDED) 71 1695 71fi45 1 1/2" X 1" X 3/4" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. 51L, ROLLER ASSY. 73 81$3 781fi3N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 995 76 8186 7B165X GEMINI MORTICE LOCK W/LONO TRIM PLATE (3-PLY) 76 71032X1FPFX #10.32 X 1' FL, SS SCREW W! TYPE "F" TIP 77 7103239 10-32 STEEL ZINC U-NUT 79 77357 617367 1° 10 BEAD HORIZONTAL 80 17369 G17359 7/16 BEAD HORIZONTAL 81 17360 617360 9I16 BEAD HORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 IGIAPE 1f2"X 1/16' SINGLE SIDE ADHESIVE TAPE FOR 10 BEAD 100 8052 48062 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUSTPLUG 103 8186 7B186X 1" KEEPER 104 653 750KEEP SCREEN LOCK KEEPER 105 t7344 617344 FIXED PANEL CUP - 6" LONG 106 17352 617362 EXTERIOR FIXED PANEL RETAINER 107 1739 71739 HANDLE KIT- INIEPoOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT -RECESSED EXTERIOR PULL 111 710X34PPSDAX #10 X3/4° PH. PN. 7EK- S.S. 112 1235 67Si6 WSTP,.270X.170-FIN SEAL 113 1712 64066 ,187 X.230 FINSEAL 114 710X115PPX #10X 1 112" 116 710XPPT #10X 1" 116 720X1X #1420 X 1° ST, S'iL. 117 720X112X #1420 X 1.6° ST. ST.. 121 17363 "O" PANEL BRACKET 122 #10 x 1.1/4' 1EK SCREW 1.303" 1.050" 083 0.718. 0.325" I 0.062" 0.779' 0.752" 0.062" 0.062" 0,264" J 0.080" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK (62) MATL:6063-T6 (5) MATL:6063-T6 (78) MATL:6063-TG (11)MATL'6063-T6 4.125" F0062'1.304" 3.25" TOP/BOTTOM BOTTOM RAIL (69) MATL: 6063-T6 4' 0.133" I. 3.125" HEAVY DUTY STILE (61) MATL: 6063-TO 1.21 0.081" 1.050" � 1,003" 0.757" 0.0501, +0.2901, 0.050" __7 GLAZING BEADFIXED PANEL CLIP (79)MATL:6083-T8 (105)MATL:6063-T6 4.49" 1.505" 2-TRACK HEAD W/SCREEN TRACK 0.080" 2-TRACK SILL (2) MAT'L: 6063-T6 0.232 (7) MAT'L: 6063-T6 1�.4I[67" 6.221' 0.062" - I t+ 1.505" 1.645° FLUSH FLAT SILL RISER (18) MATL: 6063-T6 1.872" 0.080° 2-TRACK SILL W/SCREEN TRACK (8 MATL:6063-T6 �{ 7.36" 0.081" 5.06 2-TRACK JAMB (14) MATL: 6063-T6 0.062" 1.019" SCREEN STILEI 0.062" (40) MAT'L: 6063-T6 0.709" �- 1.888" 0.080" 1.045" 1.162" 1.254" j- 0.55 93.11 3^ FIXED PANEL 63-T6 E 0.062" 1.739" (108) MATL: 6063-T6 0.250" 0.875" (1) MAT'L: 6063-T6 0.281" - 4 HEAVY DUTY ASTRAGAL (68) MATL: 6063-T6 6.069" 1.211"0.080" 081" -M---t 2 TRACK HEAD 0,750" 0.062" 4.055" REINFORCEMENT (661 MAT'L: 6063-TA -y j-- 0.750" (PA EL LENGTH - 9") 1.654" SCREEN TOP RAIL I-, INTERLOCK (45) MATL: 6063-T6 1.993" (62) MAT'L: 6063-T6 0.232" L 0.062" SCREEN BTM. RAIL 0.232" 0.750" 1461 MAT'L: 6063-T6 3.305" I I 0.062" � j�---�- 0.906" O.Z32" 3.205" 3.956" 2.455" 2.555" 0.062" ul j 1.567" U _u 1 0.062" --iF+- 0.062" ►III 0.062" -►iF�- )IUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER 11 MAT'L:6063-T6 (211 MATL: 6063-T6 (19) MATL!6063-T6 (20 MATL: 6063-T6 (22) MATL: 6063-T6 (25) MAT'L: 6063-T6 ro TEgWOLOGYORNH EXTRUSIONS NOKOMIS, FL 34M T� P.O. BQX I s SERIES 770 H.P. ALUMINUM SGD - SMI NOKOMIA FL S4274 FIT o°0== 6aht 3;-ft ' Sam..,. NTS 10 d 10 PGT0005 2-TRACK JAMB W/ SCREEN TRACK 05) MAT'L: 6063-T6 Appmvwd as coa7pVM,, with iro p#arWa Bell::+}; Cc'a >e�e MA2 z N .to+o 110A0 t+9-0"3, /�� Mlf>ol Dnda IOa9net CmiUdi 6tr Robert J. Amamso, P.E. PE tl49752