Loading...
WS-12-1393Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 176367 Permit Number: WS -7 -12 -1393 Scheduled Inspection Date: December 10, 2012 Inspector: Bruhn, Norman Owner: REALTY LLC, SHUBART Job Address: 435 GRAND CONCOURSE Miami Shores, FL 33138 -2462 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060170280 Phone: (305)264 -0446 Building Department Comments INSTALLATION OF THREE IMPACT DOORS 08/09/2012- PENDING PROOF OF OWNERSHIP Inspector Comments Passeces...d//72._ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 07, 2012 For Inspections please call: (305)762 -4949 Page 9 of 41 www.sunblz.org - Department of State FLORIDA DEPARTMENT OP STATE DIVISION OF CORPORATIONS sr. 8/9/12 4:01 PM Home Contact Us E- Filing Services Document Searches Forms Help Previous on List No Events Next on List Return To List Entity Name Search No Name History ; Submit Detail by Entity Name Florida Limited Liability Company SHUBART REALTY LLC Filing Information Document Number L11000062147 FEI/EIN Number N/A Date Filed 05/26/2011 State FL Status ACTIVE Principal Address 485 BRICKELL AVE. 4710 MIAMI FL 33131 Mailing Address 400 RATHBUN RD WILLIAMSTOWN MA 01267 UN Registered Agent Name & Address RUDBART, CURTIS S 255 S. COUNTY RD ATTN INES GARCIA PALM BEACH FL 33480 US Manager /Member Detail Name & Address Title MGR RUDBART, CURTIS S 400 RATHBUN RD WILLIAMSTOWN MA 01267 Annual Reports Report Year Filed Date 2012 01/20/2012 Document Images http: / /sunblz.org/ scripts /cordetexe ?action =DETFIL&inq_doc number... names_name_ind= &names comp _name =SHUBARTREAL1Y &names_t ling type= Page 1 of 2 www.sunblz.org - Department of State 8/9/12 4:01 PM r 01/20/2012 -- ANNUAL REPORT 05/26/2011 -- Florida Limited Liability View image in PDF format View image in PDF format Note: This is not official record. See documents if question or conflict. Previous on List No Events Next on List Return To List Entity Name Search No Name History Submit http: / /sunbiz.org/ scripts /cordet.exe?action =DEfFIL&inq_doc number ...names_name_ind = &names_comp name =SHUBARTREALTY &names Ming_type= Page 2 of 2 NOTICE OF COMPASIICEVIENT A RECORDED COPY MUST RE ONTHE JOS SfrEATTIRE OF FIWSTMMECTION PERMIT NO TAX RX.IONO. /1- 320(0-0/7-OZ$O STATE OF FURTIDA COUNTY OF MIAMI -DADS THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida: mss. the fang intbnnation is provided in this Notice of Commencement. This Notice of Conunescement should be recorded at The Clerk of Courts MIamI -Dade County Recorder Courthouse Fast, 22 NW First Street, 1st Floor, Mlaml, FL 33128 I 1. Legal description of property and street/address: R ES 1016; r �-r A- L 435 ( g i J 041,c4,0 Sys : th Shove Fl 33/A2 111111111111111111111111111111111111111111111 F= N 2012Re s51 3.563 OR Bk 28196 F's 207 2I 1113s) RECORDED 07/20/2012 12:08 :34 HARVEY RUVIHr CLERK OF COURT MIAMI-G'ADE COUNTY? FLORIDA LAST PAGE 2. Description of improvement 3.Owmer(s) name and address: CUR -4 15 Ruld6attt 435 6100M i'.oeK'ddASE /IMAM S IOD S Ft 33/3$ Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: /034)/ Noci /4,/ ST 5k/05 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: /4 iAsti . F/ 33/ 72- Amount of bond $ 6. Lender's name and address: 7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expir n date of this Notice of C differe r,te is specified) encement: (the expiration date is 1 year from the date of recording unless a Signatul Owner ((4 I Print Owner's Name Al' I S t la 01 b&.sill Sworn to and subscribed before me this Notary Public ,4t 1. l "� Print Notary's Name B.AcobEQ..'{'D CAA TA es My commission expires: A pr t L 27 orb day of 6 Prepared by oLo u RbE S- aotrtG (JT� ) 6 ,20/ Z . (Sea otpp�PL�ic RIGOBERTO JESUS CUESTA MY COMMISSION # EE 051340 * EXPIRES: April 27, 2015 Bonded Thru B Notary States 7 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 '3 I i; PERMIT APPLICATION IF' BBC 20 q Permit No. 1X) I ‘2.-1 3 Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 33/3 g Follo/Parce1#: 1/- 32.2 - 017- 02$ v Is the Building Historically Designated: Yes NO ✓ Flood Zone: OWNER: Name (Fee Simple Titleholder): 1. 1,12,-/IS RkAribeiet Phone#:(C / 7) 599- 02 4) Address: 435' G I A-Nci `_oFlc' of C City: /1 i R M ! 5liof? 5 State: �L Tenant/Lessee Name: Phone#: Zip: 33/0V Finail. uc brt S AMc •.Cori CONTRACTOR: Company Name: A M Eatt P d) .D RA Pro ha 46,1 Phon OS 3 - 0514 J , Address: 1080 1 IN 1 S1 gM t o3 S 2 Z, ti5 City: M I A- Mt - State: F (i Zip: 33 / 5 5-- 't Qualifier Name: }O wa r\Np ' RS) atiSn 14 L 7i Phone#: ($_,)S' d94/ -810'7 State Certification or Registration #: �'�Gr, /5-13.174 Certificates of Competency #: Contact Phone#: 5) 5 2% -(1 11 Email Address: vrP.bi is 5 e G M D- • (_o7 /I DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ %/ 50 O Square/Linear Footage of Work: Type of Work: OAddition DAlteration ONew t : I' epair/Replace ODemolition Description of Work: 2-7•44:4- !// /l) c3) i M rant' dot .S Color thru tile: * **+ n**** ********* ************* **cx***** *Fees******************** axe * ******* * * * **** ***a *** Submittal Fee $ Permit Fee $ 7�r� CCF $ CO /CC $ Sunning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ l a. • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FLRCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the firs ection which occurs seven (7) days after the building permit is issued I the absence of suc posted tice, the inspection ill t be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this __ day of 4/1 , 20 L by Cu rth guoI toakt who is personally known to me or who has produced Li err sr As identification and who did take an oath. NOTARY PUBLIC: Sign: ( Print: -Pi Go6e 9 My Commission Expires: "12.-:.°.00 RIGOBERTO,EIUSCUESTA * . , * MY COMMISSION II EE 051340 EXPIRES: Apri127, 2015 'Nor vo`OQ Bonded Tin Budget Notary Servlces dce<*8s**** *** * *** **S***s ****** * ***** k*** ***** ********** * * ******* ** ******* * * * * * ****9 ***III *B * * * *** **** *****d *** Signa Contractor The foregoing instrument was acknowledged before me this day of ; 4 , 20 IL, by So r J Acvn RocL.itde v.iliamsliyaLto me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: i� 4 `" Print: eiC,©17 1:j0 My Commission Expires: 4_ et, f0GOBERTO JESUS CUESTA • * MY COMMISSION # EE 051340 EXPIRES: April 27, 2015 Services e Bonded Ttuu 8ud9et Notary 4,t OF oz. r S APPROVED BY / Plans Examiner Structural Review (Revised 3 /12P2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCENIENT A RECORDED COPY =ST REPORTED ONTHE JORSITEATIWE PERMIT NO_ TAxFOUONO. /I- 3206- 017 -0280 STAT€OFFLORIDA COUNTY OF MAW -DADE THE UNDERSIGNED hereby gives notiae<t at impowsnents wit be rrato= lain real property, and in accordance with Chapter 713, Florida Statutes, the infOrmaton is provided in this Notice of Conunenoament This Nonce of Conunencement should be recorded at The Clerk of Courts Miami -tie County Recorder Courthouse East, 22 NW First Street, 1st Floor, Wand, FL 33128 1. Legal description of property and streetladdress: REstd 4-1-- 435 6RAA)IJ e-dUL , / Shog 1 10111 11111111111111111111 11111 11111 11111111 CFH 2012R05111.563 OR Bk 28196 Ps 2072; (1szs RECORDED 07/20/2012 12:08:34 HARVEY RUVItlr CLERK OF COURT 1IAI1I -DADE COUNTY, FLORIDA LAST PAGE 2. Description of improvement: A 3 .. r 3. Owner(s) name and address: CUP.- tea Rt4dhairt '135 GP-A )4 Cob )aasa /41 r Siblacs 33/ .3i$ Interest in property: Name and address of fee simple titleholder. ./l/�/� 4. Contractor's name and address: AW_CagE1.J STaM Pr1e r�id�A 0: aJ / o3 /'1 Rai 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amountafbond $ 6. Lender's name and address: 7. Persons with the state of Ronda designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: / /9- 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.1$(1)(b), Florida Statutes. Name and address: 9. }rn date of this Notice of ;;; encement (the expiration date is 1 year from the date of recording unless a is specified) Sig = Owner Print Owner's Name t _ U ikf / S RU dhoti- Sworn to and subscribed before me this d day of .M.1.11 Notary Public l Print Notes Name a tciObEa_to Ca;eTA My commission expires: i4 Pr. L. 27 12016- , 20 `6 STATE OF FLORIDA, COUNT OF DADE I HEREBY CERTIFY that this is a due copy of the Anginal tiled in this office on ,day of JJ, /O12 AD 20, WITNESS my nand and Oifi at Seal. HARVEY RUV, , CLERK CIrma and County Courts By D.C. il' :! S J 1 k,Ri OLi 1144 4 z 414,00 RIGOIERIOJESUSIXESTA MYGOMMISSIONIffX1340 EXPIRES: A0127,2015 43/4,004 Steens Seigel Nobs Sates Return To: Maritza E. Perez, FRP Cantor & Webb P.A. 1001 Brickell Bay Dr., #3112 Niami, FL 33131 rims Instrument Prepared y: Howard J. Spiegel, Esquire One Datran Center, Suite 1500 9 :00 S. Dadeland Boulevard Miami, Florida 33156 Folio No. 11- 3206 -017 -0280 ** *STATUTORY WARRANTY DEED * "* THIS STATUTORY WARRANTY DEED made this 4th day of May, 2012, between Paul Wilmot, an unmarried person (the "Grantor "), whose mailing address is 150 W 26th Street, Apt. 602 New York, NY 10001 and Shubart Realty LLC, a Florida limited liability company, (the "Grantee "), whose mailing address is 435 Grand Concourse, Miami Shores, FL 33138. WITNESSETH: T "-.a' G- an'or, for and in consideration of the sum of TEN DOLLARS ($ 10.00) and other good and valuable consideration, to Grantor in hand paid by Grantee, the receipt and sufficiency whereof is hereby acknowledged, does hereby grant, bargain, sell, alien, remise, transfer, release, convey and confirm unto Grantee and Grantee's successors, heirs and assigns the real property (the "Property") located in Miami -Dade County, Florida, and more particularly described as follows: Lots 18, 19 and 20, Block 87, of MIAMI SHORES SECTION 4 AMENDED, according to the Plat thereof, recorded in Plat Book 15, Page 14, of the Public Records of Miami - Dade County, Florida SUBJECT TO: 1. Taxes and assessments for the current calendar year and all subsequent years; 2. Zoning ordinances, restrictions, prohibitions and other requirements imposed by govemmental authority; Conditio ns, restrictions, reservations, :imitations and easements of record, if any, but this reference shall not operate to reimpose same; TOGETHER with all the tenements, hereditaments, limited common elements and appurtenances belonging or in any way appertaining to the Property. TO HAVE AND TO HOLD the same in fee simple forever. AND GRANTOR hereby covenants with Grantee that Grantor is lawfully seized of the Property in fee simple; that Grantor has good right and lawful authority to sell and convey the Property; and that Grantor does hereby fully warrant the title to the Property and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has executed on the day and year first above written. Print: j6.81? Li W I S STATE OF NEW YORK COUNTY OF NEW YORK ) caused this Statutory Warranty Deed to be ACKNOWLEDGMENT ti The foregoing instrument was acknowledged before me this !? a day of April, Wilmot, who is , known to me or C o kti c t� At r 4. s c as identification and did not to Notary Stamp /Seal: DANNY CHIN NOTARY PUBLIC, STATE OF NEW YORK N©.4988775 QUALIFIED IN KINGS COUNTY CERTIFICATE PLED IN NEWYORK CITY' DOMMISSION EXPIRES NOVEMBER 18. 20 Notary Signatur Notary Print: Notary Public, State of A)Z Commission No.: VS 8?? 7-J 2012, by Paul presented an oath. My Commission Expires: A✓0. V. / 7, 2 © /3 Note: The Certificate of Re— Occupancy issued by the Miami Shores Village Building Department is attached hereto and made a part hereof, being marked Exhibit "A ". Exhibit "A" to Statutory Warranty Deed. MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 - 795 -2204• Fax: 305 -756 -8972 Permit No. REOC -4 -12 -654 Certificate of Re- Occupancy Address: 435 GRAND CONCOURSE City: Miami Shores Village State: Florida Zip: 33138 This certificate verifies that the reference property has been inspected by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores Land and Development Code pertaining solely to the requirement that each one - family dwelling is used and intended to be used for a one - family dwelling purpose only; however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the premises in order to determine the condition thereof. Building Officials Approval: ✓Lc zJ3. uLv. CBO Permit No: 12 -1393 Job Name: July 31, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The product approval submitted does not meet the Iargemissile impact resistance and is designed under the 2004 code. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Cpix- -735 WEST ELEVATION • 5120 PRODUCT * :,.. ,, ; , ,...0 , ,,, ,,, PRCOUCT DP VENDOR 31—.rA, ' - ' - '''"'''''''tUNUM NOIES 111 . ' -11iirsibtria'itt ' I 32X80 2 3U 80 th...,1. , 1 ALUMINUM FRANC WHITE , LEFT SIDE ACTIVE 3 69X 80-3/4° 04301, ,.. 230 SERIES LEFT SIDE ACTIVE, MARBLE SILL AND MARBLE FACE —■ CURTIS RUDEART 435 GRAND CONCOURSE, MIAMI SHORES, FL 33138 FLOM man afivaatataisemouth A1.0 `m COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Windows, L.L.C. 601 N.W. 12th Ave. Pompano Beach, FL 33069 SCOPE: MIAMI —DADE COUNTY PRODUCT CONTROL. SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 P (786) 315 -2599 vvww.mlamldjde.gov /pera/ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined Miami -Dade County Product Control Section that this product or material fails to meet the requireme �_ the applicable bu code. This product is a 1 'rov ' , isomply with the Florida Building Code, 0 the High V 1 H m$ e e oclty urricane Zone. DESCRIPTIOI : Series "230 " Ontswiing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02-77 Rev C., titled "230 Alum Ou sheets 1 th ough 7 of 7, prepared by Al- Farooq Corporation, dated 08 -2..! last sign Javad Ahmed, P.E., bearin - 1'1 i 1 • g D r w /sidelites. ", yvised on APR 18, 2012, e County ProducteControl Revision stamp with the Notice o Acceptance number and expiration date by the Miami -Dade C9.uy Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact-Rtisfatant Limitations: 1. Exterior (positive) design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34 -1/2" and the max sidelite width not to exceed 37 -5 /W'. See lock options detail in sheet 7 of the Dwgs. 3. Min 3" OC spacing cluster anchors applies both at head & sill at meeting stiles & sidelite mullion end. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official- This NOA revises & renews NOA N 06- 0327.02 and consists of this page 1 and evid - e pages E -1, as w approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chatnda, P.E. o . " ,1 ;?F?ROE©1" rho' NOA No 12- 0308.35 tion Date: December 26, 2017 Approval Date: June 21, 2012 _Page 1 T.M. Windows, L.L.C. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # # 06- 0327.02) 2. Drawing No. W02 -77 Rev C., titled "230 Alum Outswing Door w /sidelites ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 08 -28-02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # # 06- 03327.02) 1. Test report on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -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 aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (submitted under file # 02- 1016.09) 2 Additional referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 02/15/12, signed and sealed by Javad Ahmad, P.E. 2. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by late Dr. Humayoun Farooq, P.E. (Submitted under file # # 06- 0327.02) 3. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/24/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al Farooq Corporation, dated 03-08 -2008, signed and sealed by late Dr. Humayoun Farooq, P.E. (submitted under file # 06- 0327.02) 3. Lab compliance as part of the above referenced test report. G. OTHER 1 This NOA revises & renews NOA # # 06- 0327.02, expiring on 12/26/17. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. 15 ivy !shag 1. Chanda, P.E. Product Control Examiner NOA No 12- 0308.35 Expiration Date: December 26, 2017 Approval Date: June 21, 2012 E -1 ANDHORs AT N'C `.T0._- e+DS (8) ROOD. FOR woOrX (2) ROD. FOR CONC /NE TAI, kS'.4_ A,'°045 SURFACE APPLIED FRL5E 18MTDVS MAY BE USEC MVI. IUFEBBAL CORNERS ANCHORS AT NUL, ON ENDS Reap. FOR WOOD NS'ALUTgNS JR CONC. /ARIA.. FYSTALNTXN5 SOW .CC APPLIED rksf _NIrcaS tan, 7 ,:4F^ f' 3" \11' St 149 3/8• FRAYS 'MDT.. ANCHORS AT ha TG F. . LNDS REOD. FOR YCR70 °T" A_LAT WINS ',i;) REOD. FOR CON: • 1IL •AL MSIAUAI4NS 3' MAN MAO /Ski 5' MAx. CORMRS A G J� 28 5/8' 3.L OPG. 34 1/2' PANEL w1OTH I5 1/2' D.L OPG. -, 33 3/8° DL OP0. 1 1 1/4' 34 1/2" PANEL imam — Ve 'M ESE of ARE RATED FOR LARGE k SMALL MISSILE BITPACT ) MUTTERS NOT REDUIRED. SERIES -23Q ALUMINUM OUT -STING DOOR W/ SIDELTTES APPROVAL APLIES TO SINGLE (x) old 00UBLE (XX) LEAF DOORS WITH OR WITHOUT SIXUTES, SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR IPSTALLATIONS WHERE WATER INFILTRATION RESSTANCE 5 REDBIRD) SEE SHEET 2 FOR LIMITATIONS. 37 5/8' SIDELOE 1ATm THIS PROOUCT HAS BEEN DESIGNED AND TESTED TO COMtt1 WITH THE REQUIREMENTS OF THE FLORIDA BLRLDING CODE INCLUDING NCH VELOCITY NURRIC NE ZONE (HMI). IBY OR 28Y WOOD BUCKS BT OTHERS, MUST BE An40H0RO PROPERLY TO TRIER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERI+A SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CDNp71ON5 NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE S USED IN DEMON OE ANCHORS INTO WOOD ONLY. NATERIALS INCLUDING SLIT NOT LOMTEO TO AL SCREWS, THAT GONE INTO CONTACT WITH OTHER DiSSexuAR MA �T SWLLL MEET THE REQXAR614ENTS OF THE FWORICA BLOC. CODE SECTION 20034.4. 71 5/8' FRM4E MOTH ( OX NO ) 37 5/8" 50-PuTE 810TH Asszeilms AM , � _+�,Fr ce° �_ i LAMINATED GLASS LARGE MISSILE IMPACT .Q�18tit '1 ..,°I 7) 71 3/8" MAX. Li 110 1/2, MAX. - - - , MAXIMUM DESIGN LOAD RATING + 80.0 PSF (FOR SOO SHOWN MEM OR SMELLER) - 90.0 PS, , (xxo) OXX) 41.1 AO ; I N. 149 3/0- AA" 37 S•_ 1 h". (0 X XO) FoR • WATER iNFTL RESISTANCE f 11.1111111 UNIT ExTERIORH LOADS AS FOLLOWS --3/0. THRESHOLD +53.3 PSF 2-5/8 " THRESHOLD - +80.0 PSF 3-1/2 THRESHOLD +WO PSF PSF fr (0) LA' STREW() GLASS \ ..090 MIE.r,AYER \ SA/LEX A; BY • sou.nLA \\ \ \ 1 ' ' \ SELCOME TREMCO TREmr..i.A2E , GE RCS7700 GLAZING DETAIL Mow LEAF) 1.10TE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCADS -DEC- 219 stucOHE GLAZE GE Immo 3/16° MEAT STREW° GLASS .090 INTERLAYER RAFLEX MG BY 'SOLUTI4 3/16 NEAT SIREN 0 CUSS 0.490' 01/ERALL LAM. CLASS GLAZING DETAIL maim Ma= liEVUOR MINtli dr PIM& Ibelbwds. heapttsie Ne ti■V. le;i•laai:21)/1° NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AH.L. drawing no. W02-77 1411=, ,et TrPNvrl ANCHORS SEE EL EPATONS FOR SPACING loo RUSH BOLT PENETRATE.. REOD. FOR Df$QN LDAss ABOVE +83 3 PSF 18 SMS AT ir D.C. WOOD BUCKS AND METAL STRUCTURE NOT Elf 'a +.T.pnwS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO ME BUILDING STRUC1..PE METAL STRUCTURE 071;i 4 II) Al � SPA TYPICAL ANCHORS' SEE ELEV. 1/4' DIA. IELTRACON BY 'ELCO' (rwt 28Y WOOD BUCKS OR '• 3/4 MWe -DAD( M1A.LCN & y Li A. avr. _.3RS SEE SEPARAr: SEE EIEVA FOR SPAT:". SPACING K9 TURES THRU 79Y-BLILICS INTO CO s MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY I -1/4' MIN. EMBED INTO CONC. OR MASONRY L/4' CF1F 1 WO SCREMVS (GRADE 5 CAI INTO MIAMI -DADE COUNTY APPROVED MUWONS ;MIN ••4l m 18') INTO METAL STRUCTURES STEEL : 1/8. MK. MIN. (Fy •• 38 KSI MIN.) ALUMINUM : 1/8' THK. MEN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 3P PAwrED) TONALIMILIRSIANCE INTO CONCRETE AND MASONRY . 2 -1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE o 3/4' MIN. HORS NS CONCRETE Al HEAD. sgL oR JAMDG re • 3000 PSE MIN C-60 H.OLLOW/E1LLED BLOCK AT JAMBS rm . 2000 PSi MIN a 3 /B' x 3/8' WEEPS 2 -I/4' FRD4 • • Set ENDS 1. dm TYPICAL ANCHORS SEE ELEVATWNS FOR SPAONG { MS Ile MAMA &pimM. `� DOOR DETAILS k 1 Crowing no. W02 -77 (sheet 3 of 7 j SIDELITE DETAILS 0,572 F- 1.700 - DOOR .IAMB TN 175 /14 X 3/8' x 915 1018E CAP 10 X 5/8• r e WtA'HER -STRIP AWPTER CR -31628 ITEM / PAR7 / 0tJANTT`.'Y OPSC 1801!004 MATT•251AL 1(418. /SUPPU0RIiL 760213 Tu-38A, FRAME •EM 6063 -16 7 --ww. 28015 _ -- 04490 1.0 8463 -15 7^ �v. 37316 I AFT. 28012 5113. 8483 -r8 18 rM l6� AL7 r864 �l 8463 -t8 - • M., 38772 2 071307.771 48AM5 6083 -16 - 3� 76775 2 JARS 8063 -r8 - _. 4 CN 36[48+— .6*412I LOCx 5771.0 6069 -73 - - -_ —_ -_ -_ _•A `M' 12 ~ All P4N[1 LOOM 228.5 6083 -T8 - 5 G« 36433 Pail HIICL STLE 6083 -T5 - ._ 1- 08t� ---- 2 PNAL TOP/BOTTOM RAL 8063-t5 - —, 2 i DA 3ta2 4 l M5ATNERSTIBP AD+MTFR- 8083 -75 040 or 4007 S IL2S (T� /84TT4M) .. 8 ®5 376684 2/04004130 6550. TM 051706 51 TT0 4 6083 -76 DOOR PAREL/F16AME 04713E ssOE tr~ G 3386 1 /048700 ASST. 1M EWER 69717 70700 6063-.T0 DOOR PALL /TRAM[ 40777E 413 Ill OW 32222 2 750017 1.051 NE ENT 8063 -TS LOGO Snit - -- 01 - - 2/ LEAF 3/4 • 0 1/4.3/4 ■ 1/8 1181. CAP ',LLAMA' 3" I.00 —J to 437 AS Yig:O'0. 3 7RAFA6' COMMA 04001017[ soot LOCI 2108.05. s4MBS MLAO. 7. 48 .. I /n100E 7/32.8 34790E 4 STEEL AT EACH 08410E 421%6181.2 21.. 2/7.040.. 7/2.0 11670900 691• ** 4ER & 161 67005 T00 OtTd• ENO FAILS iT 50175215 400 1 XMBLSET 40408<OQIt - 4131045 LEAs 23 402505 600 1 X8264[1 00#13 J - 413116 1.840 _ - 24 - 2/08440 421863 1690E 8858146 PIASRC '46405 4 StM&.4 28 -- _ ye OUST P13A (007104 3 P5A811C DOOR JARS 09TMA 513258 HOLES 2e AS REDO. 110 • I. P.N. sat MST. 506915) STTd DOOR :RAMC 61Ll�¢IS /6.Ax cups -- 27 - — 2/46+00 4887 KNOT CAP _ PLASTIC NV ICE ASSEMBLY 28 1 551 ADAPTER (1' X 1' 11 1/18' 7018!7 AW11 30 r rt 1 SLLL 40707[6 (1 /2' 8 1• X 1/18' 10857 AU2M - -.�- -- 31 16- 075 1 7.1b6 21555.E ISM 8083 -T5 4181 4.£0!1307 0 OOOR tDb! 52705 34 'M -054A 2 44011.004 6063_17 BCTIREI:4 00087/400 JET .;64405 35 _ 0* .34558 • ('LASS 50� 61363-15 SIDE UTE GLAZING PE TtO 27 0W 38737 0070044. 00. DCCORATA2 WOWING 6063 -15 OOOR PANEL PCR015706 374 TM -4534 0078177.44 O.G. DEWRATNE 6063 -T6 0000 PANEL 70087680104 DOOR TOP & �TTOM RNL ry ,751 - 3.186 DOOR wkOE STILE GYM -36937 ALT. DOOR LEAF STILE 1511 72 MULLION TR- 099 2.393 0. 1 4 1L GLASS STOP GW -31956 STD. FRAME SU. GW -78815 125-I 31 LOG( ST0Le 734 R-075 EINFORCEMENT W02 -77 182012.. MALAWI I FRAME CORNERS AND CLA21HC WITH WHITE c0L0R D SEALAaT SEAMS BETWEEN MULLION AND JAMBS SEALED +11T. SILICONE 7 -5/8' LONG ALUM BUTT HINGES. AT It' TROM EACH E 0 AND ONE AT MIDSPAN OF LEAF. la OPTLUN A 1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ALINE LEAF ;00( STILE. 41 -I/2' OR 48" FROM BOTTOM CONVENIIOVAL LOO(SET WITH KNOB, KEY OPERATED ON EXTI OR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 38' OR 39 -t /2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OT EACH LEAF LOCK STILE (4) AT OOUBLE(XX) DOORS. (2) AT SINCLE(x) 000RS OPTION IQ2 MULTI -POINT LACK SYSTEM WITH LEVER HANDLE LOCATED AT 34 -1/2' FROM BOTTOM OF ACTIVE LEAF LACK STILE FASTENED NTH (2) /12 -28 X 2 -1/4' OH MS METALLIC STRU(E PLATE AT 34 -1/2' FROM BOTTOM Of INACTNE LEAF LOCI( STILE FASTENED WITH (3) /10 X 1/2° FH SM5 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP 4 BOTTOM OF INACTNE LEAF LOCK 5111E OPERATORS AT 10-12' & 76 -1/2' FROM BOTTOM FASTENED NTH (2) 8 -32 x 1/2' FM MS (FLUSH EC US AT TOP 4 BOTTOM OF ACTPoE ANO TIACTM 11A09 TO RE ENGAGED ouRxN Ppe0O1 OF Klmmaua WARNNY) BEAD TO PANEL SEALED FRAME TOP CORNER 50 FTE CORNER FRAME BOTTOM CORNER 5 m E^4r JAWAU Mnt40 ni PE 1 70502 c.u+ s.Te k droving no. W02 -77 cheel 7 of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181224 Permit Number: WS -12 -11 -2333 Scheduled Inspection Date: November 06, 2012 Inspector: Bruhn, Norman Owner: CARLSON, ANDREW Job Address: 1300 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Contractor: BERMAN CONSTRUCTION & DEVELOPMENT Phone Number Parcel Number 1122320300110 Phone: (954)868 -3558 Building Department Comments INSTALLATION OF 15 WINDOWS & DOORS Infractlo Passed Comments INSPECTOR COMMENTS False Passed //�,1- Inspector Comments CREATED AS REINSPECTION FOR INSP- 181011. NOT READY Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. i November 05, 2012 For Inspections please call: (305)762 -4949 Page 28 of 34 Susan Stanfill Carlson 1300 NE 104 Street Miami Shores, FL 33138 July 5, 2012 Miami Shores Village Chief Building Official 10050 NE 2na Avenue Miami Shores, FL 33138 Re: Permit WS -12 -11 -2333 1300 NE 104 Street Miami Shores, FL 33138 Dear Sir: I am in the process of upgrading the windows in my house to hurricane impact windows. However, to date I have not been able to complete the replacement of all windows, but the majority have been upgraded. The permit is set to expire soon and I am seeking an 9Q Dvs extension at this time on the permit so that I can finish this project. I would greatly appreciate it if the Village would grant my request for an extension of time in order to complete this improvement project. Thank you for your considerations. Should you have any questions, you may contact me at 305 - 216 -8013. Very, truly„yours, Stanfill Carlson °,6 ILk1/1.--DANIID UIL ING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Master Permit No. oE 1 6 2011 /�SII�333 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): S N) S `, Yt C 4 /°1 / 1 Cql 144, 1 Phone #: 3t2C 2)1D • %d 13 Address: 3 0 a ` 1 E 10\4 S1' City 1 rin u SIx, >,e S State: F Tenant/Lessee Name: Phone #: Email: zip:331 3g--2.2.C12- JOB ADDRESS: . O l City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: 3 3) 3g - 2L 4 2- 32.X30. O)1 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: De rvi m # C 4Str t. , Address: j V-N N. t4 l y�i Dtveits.1 Phone #: cS1 -3S;.sg' City: fill State: Qualifier Name: 170S N/1 Ai State Certification or Registration #: c IC isoi4 l3 Email Address: 0 fL Contact Phone #: l S ` . • i( ut ' S S ZZip:3 31 22_ Phone #: 1� ' 10i • 3ssy CertiftCate of Competency #: C. -N/1 e'i(J"'YU .,c ns rr -. r�• c" /V Phone #: _1c4 • L1 L - DESIGNER: Architect/Engineer: e� f d et Value of Work for this Permit: $ 1,0 0 a Square/Linear Footage of Work: 1. ' TvpeTo€ Work ❑Address ❑Alteration ❑New epair/Replace ❑Demolition DescripdgnbfWork � �{ t.,, Pi 1nV cs s .1 Dca® rs IN 1+1,‘ arhQom.L}' kk iC)ifs , �P 1 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: a Submittal Fee $ Permit Fee $ 10�' Q CCF $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ CO /CC $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ .1:1111L1110 Bonding Company's Name (if applicable) Bonding Company's Address City State fl� , Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commeni- ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. ,v he i . ce of such posted notice, the inspection will ' be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this ) 9 day of DCC1v+vk/, 20 11 , bySvsff,,, S-ta,,,F Ccr1 S� wn to me or who has produced As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged befo a me this , day of , 20 , by Dsrtlrt , who is personally known to me or who has produced &DK LA C. gLoM / o 1 (.. LL Ivo as identification and who did take an oath. m ��5N1f9$ffi,�, ID BERMAN Comm# DD0732291 ® + • s Expires 1/26/2012 My Commission Eaep °4if+ a Qs "pa'° Amide NotaiyAssn., Inc NOT Sign: Print: My Commission Expir PUBLIC: - f$ po<Wa tf V o . Notari Pubttc, ea Sep 23, 2p15 Ad, Gemmmee"" tietiant "1"" '44,,,a1:04:1 :dee ,.....--;6111" a Bs"' 3C1t C*1t CltifYfYfk'*********1tC1tC*** * * *A*SF'IfJL' A:* ** * * *** ** *** *]ti7ti7ti9i ****** * ** * ** Y*'* ********>F*7k>ti **37*** '************ ** *:ti3t'%* ** APPROVED BY /AA,' r/ Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Zoning Clerk NOTICE OF COMMENCEMENT State of Florida County of Miami -Dade 1111111111111111111111 11111111111111111111111 CIFN 201 1 80862.064 OR Bk 27939 Ps 2963; (fps) RECORDED 12/23/2011 09:08:36 HARVEY RUVIN, CLERK OF COURT MIAi1I -DADE COUNTY, FLORIDA LAST PAGE TO WHOM IT MAY CONCERN: The undersigned hereby gives notice that improvements 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: 1. Description of Property: Lot 6, Block 2, of River Bay Park, According to the Plat thereof, as Recorded • in Plat Book 41, Page 55, of the Public Records of Miami-Dade County, Florida. ,A/K/A 1300 NE 104 Street, Miami Shores, FL 33138-2262. TAX FOLIO #11-2232-030-0110 2. General Description of Improvements: Exterior and Interior renovations to property 3. a. Owner Name and Address: Susan Stanfill Carlson 1300 NE 104u' Street Miami Shores, FL 33138-2262 b. Interest in Property: Fee Simple c. Name and address of fee simple title holder, if other that Owner. N/A 4. a. Contractor Name and Address: Berman Construction & Development Inc. 1844 N. Nob Hill Road #144 Plantation, FL 33322 b. Contractor's Phone Number: 954- 868-3558 5. a. Surety Name and Address: N/A b. Surety's Phone Number. N/A c. Amount of such bond is: N/A 6. a. Lender Name and Address: N/A b. Lender's Phone Number. N/A . TATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this le a true copy of the original filed in this office on day of ®EC 2 2011 , A D 20 WITNESS my h- "nd Olfici0J Seal. HAR E ` ' of qua and County Courts = AWL, L A .ewe D.C. 7. a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: N/A b. Phone Number. N/A 8. a. In addition to himself or herself, Owner designates receive a copy of the lienor's notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone Number. N/A 9. Expiration date of Notice of Commencement (the expiration dated is one (1) year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Si • = s of Owns = or Owner(s)' Authorized Officer /Director/Partner /Manager. Susan I Car on STATE OF FLORIDA COUNTY OF MIAMI-DADE BEFORE ME, the undersigned authority, duly authorized to administer oaths and take acknowledgements, personally appeared Susan Stanfill Carlson, who is personally known to me. WITNESS ,,, v : nd official seal ar � LAravt rr .it of DAVID BERMAN Comm# 0D0732291 Expires 1/26/2012 ' FlorklallotalyAsm.Inc } s +`tttilitl vgilkrarat trafi lteifa stated In It are true, to the best of my knowledge and NOTARY PUB rC, State of Florida Verification Pursua t_to section 92325 Fl Under penalties of perjury, I declare that I h belief. Si s) of • er(s) or •,,• ' -. :14441A.-1) 2z. • 2011 orized Officer /Director/Partner/Manager. tanfill Carlson O BERMAN CONSTRUCTION 8T DEVELOPMENT, INC. Construction Documentation and ,Pro' lu t� Approvals for pp Window and Door Replacement for Li Susan Stanfill Carlson 1300 NE 104 Street Miami Shores, FL 33138 -2262 Miami Shores Permit # "VILLAGE COPY" 1 1111111111111111 11111 1111111111 11111 11111111 CFN 2007RO771975 OR Bk 25832 P s 2244 - 2246i (3nas) RECORDED 08/03/2007 15:33:00 g-" t./ DEED DOC TAX 0.60 HARVEY RUVIMr CLERK DF COURT MIAMI -DADE COUNTYr FLORIDA Folio No: 11- 2232 -030 -0110 OUIT CLAIM DEED THIS QUIT CLAIM DEED executed this 11 day of , 2007, by ANDREW CARLSON, a single man, whose post office address is c/o Jason ,S then, .s , 999 Ponce De Leon Blvd., Suite 605, Coral Gables, FL 33134 -3042, and SUSAN ST LLL CARLSON, a single woman, whose post office address is 1300 N.E. 104th Street, Miami Shores, FL 331383 ors, to, SUSAN STANFILL CARLSON, a single woman, omen, whom eo.addresi is 0 0 N.E. 104th Street, Miami Shores, FL 33138, as Grantee: %y (Whenever used herein, the terms AGrantor® and AGrante shall include singular and plural, heirs, legal representatives, and assigns of indnaduals,Land the /�:, successors and assigns of corporations, wherever the context so admits orb requires.) WITNESSETH, that the Grantors, for and in consideration of the sum of TEN DOLLARS AND 00 /100 ($10.00), in hand paid by the said Grantee, the receipt of which is hereby acknowledged, does hereby quit claim unto said Grantee, SUSAN STANFILL CARLSON, a single woman, all the right, title, interest, claim and demand which the said Grantors have in the following described lot, piece or parcel of land, situated, lying and being in the County of Miami -Dade, State of Florida, to -wit: Lot 6, Block 2, of RIVER BAY PARK, according to the Plat thereof, as recorded in Plat Book 41, Page 55, of the Public Records of Miami -Dade County, Florida. This property is located at 1300 N.E. 104th Street, Miami Shores, FL 33138 This Deed is executed and delivered pursuant to a Final Judgment of Dissolution of Marriage entered in 1Vfiami -Dade County Circuit Court Case No. 07 -01749 FC 17. TO HAVE AND TO HOLD the same together with all and singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of the said Grantors, either in law or equity, to the only proper use, benefit and Book25832 /Page2244 CFN#20070771975 Page 1 of 3 s Folio No: 11- 2232 - 030-0110 behalf of the said Grantee forever. IN WITNESS WHEREOF, the said Grantors have signed and sealed these presents the day and year first above written. Signed, sealed and delivered in the presence of : Print: fes1c iivtfteN State of Florida ) )ss: County of Miami :Dade) ANDREW CARLSON c/o Jason A. Setchen, Esq. 999 Ponce De Leon Blvd., Suite 605 Coral Gables, FL 33134-3042 I HEREBY CERTIFY that on this day, before me, an officer duly authorized to take acknowledgments, personally appeared ANDREW CARLSON, a single man, who is personally known to me or who has produced FL. 14 . as identification, and he acknowledged before me that he executed the same for the purposes therein stated. WITNESS my hand and official seal this V day of 2007. ♦ JASON A. SETCHEN MY COMMISSION # DD e EXPIRES: July 2, 2006 I.800.94ortaY FL Wary Discount Assoc. Co. ca iavzJ Witness Print: ArADi'v& i —2— etettees..40Z) Notary Public, State of Florida My Commission Expires: SL T STANFILL CARLSON 1300 N.E. 104th Street Miami Shores, FL 33138 Book25832/Page2245 CFN #20070771975 Page 2 of 3 • Folio No: 11- 2232 - 030-0110 Print: Dnhnee SGinrkt) K State of Florida ) )ss: County of Miami -Dade) OR BK 25832 PG 2246 LAST PAGE I HEREBY CERTIFY that on this day, before me, an officer duly authorized to take acknowledgments, personally appeared SUSAN STANFILL CARLSON , a single woman, who is personally known to me or who has produced (.W4t -'li- - (04 --fib-bas identification, and she acknowledged before me that she executed the same for the purposes therein stated. 2007. WITNESS my hand and official seal this 2 7=1. day of 414 91.1.S.1 a # 'N 't • l:i •�' Prepared bv. without title examination: E. Philip Green, Esq. Buchbinder & Elegant, P.A. 46 Southwest First Street, Suite 400 Miami, FL 33130 (305) 358 -1515 -3- blic, State of Florida 'ssion Expires: Book25832 /Page2246 CFN #20070771975 Page 3 of 3 • MIAMI- COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCOye;;; PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING EST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 05) 375 -2901 FAX (305) 375 -2908 www.buildinecodeonline.com This NOA is being issued under the applicable rules /anis:11xlations 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 A Is (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction ''( This NOA shall not be valid after the expiration date stated below. The Migini -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 ER-710 Aluminum Horizontal Roller Window -LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant 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 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. cs' NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 RUCE P. ANC0811, A.ccepted 0 Not Acceptd-Resubrtiii Accon'—' s Noted 0 Actiori Not Required 13 — Date —tar Revie.vi is. only I•oi. ncrifo.,,ro1/34 A rti!hitect's PAA vaiiq.h is ni:ir shall it of Iiii toy' iEr.;; rnthub, sequened§ ,."4"-CkliiftINCB L 1-'1-4..BDIC1113 61:41 /-i.t?I'ROVAL C;UNT,713!:7`n:I;R STRUCT. -0 OWN ft;;11 CIVIL ENGINEER LAND MIC-3-1;T: • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, 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) Small 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, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 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 Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -1 Jaime D. Ga on, P.E. Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 • • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 118° HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116" LAMI CONSISTING OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE O 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER F. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G.13/16° LAMI 10: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) UTE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) UTE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1.13/16° LAMI 10: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16" LAMI IG: (1) UTE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYEF.. K 13/16" LAMI 10: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/' 3IR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OFc SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/16° LAMI 10: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1,4 AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 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-4858 AND FTL-4859. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 Rand EIT Oslo: Rewsons Kam d8y. F.K. 10/17/06 nnvtrbrs CHANGE TO ASTM E 1300-02 54.4487 F.K. 5113/08 Renielonx A ADD AIR SPACE DIM, NOTE 1, TECH. REF. NOTE 78 NOTE 8. W ar Dab: aa*O *- Date: F.K. 2/28108 J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 4,0. BOX 1520 NOKOMIS, FL 34274 P 11 Visibly Better GENERAL NOTES ark ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sammmx HR710 NTS 1 all 4127 -10 i/ • Robert L. Clark. P.E. PE 539712 Structural • (60,61,62) 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18° NOM. 5/16" LAMINATED GLASS 1/2' NOM. GLASS BITE aEXTERIOR INTERIOR (ALL SECTIONS) 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS 0 !�! 1/2° NOM. FI GLASS BITE COM - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER �— 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/16° OR 318° AIR SPACE 1/8° OR 3/16' ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER — 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16' OR 1/4° AIR SPACE 1/8° or 3/16' ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Rend warmer- F.K Urea 10/17/08 Roodsbas NO CHANGE THIS SHEET Raved Br F.K. Dab: 5/13/08 ADD AIR SPACE DIM. TO LAMI 1G DETAILS Dzs"8y F.K tlee 228/08 orate J.J. 323/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 BOX 1520 NOKOMIS, FL 34274 PG" Visibly Better GLAZING DETAILS rmc ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Serial Mod* HR710 Full 2 m 11 4127 -10 Rem B Robert L. Clark, P.E. PE 538712 Structural • • • (XOX 1/4,112,1/4) DESIGN PRESSURES TABLE 1. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.1 -59.1 +56.0 -56.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 +52.1 -52.1 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.0 -55.0 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +50.9 -50.9 UP TO 111" C, I +60.0 -60.0 UP TO 111" D,E,F,J,K,L +75.0 -75.0 (XOX 113,113,1/3) DESIGN PRESSURES WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" TABLE 2. WINDOW WIDTH GLASS TYPE 63" 60" A,B,G,H +75.0 WINDOW HEIGHT +75.0 -75.00 +75.0 -75.00 26" I 36" I 38 3/8" I 48" I 60 6/8" I 54" I 60" 83" TO 86 7/16" A,B,C,G,H,I -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +60.0 -60.0 TO 86 7/16" D,E,F,J,K,L +75.0 -75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 +75.0 -75.0 cox AND XI DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 -70.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 72„ A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -70.10 +65.0 -65.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.001 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 -72.10 74" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +68.6 -68.60 +63.5 -63.50 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.8 -70.80 UP TO 74" D,E,F,J,K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL-4858 (XOX), FTL-4859 (OX 8 XO) A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI 1G-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) 1. 13/16" LAMI IG -1I8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI- (3/16 "A, .090, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16 "A, .090, 3 /16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16 "HS, .090, 3/16 "HS) Rose Ey Order notions: 4,"4 By: F.K. 10/17/06 ReAebm: 8 REVISE DP TABLES TOASTM E 1300 -02 Rand ay FK. 01.: 5/13/08 Rw , A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. cksmes F.K. Doer 228/06 Reeked Sy J.J. X3/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s®ies4„me HR710 NTS 3 " 11 o®xnto 4127 -10 //-f: Rohee Clark, P.E. PE 839712 Structural Ob • • • 251/8' rMAX. DLO VENT 49 3/4" MAX. DLO FIXED O 111° MAX WIDTH DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16° MAX. DLO FIXED 33 9/16" MAX. DLO VENT 57 3/8° MAX. DLO ALL FIXED LITES 63' MAX. HEIGHT ALL CONFIG. C 74° MAX. WIDTH DETAIL A - OX OR XO 251/8° 251/8° MAX. DLO MAX. DLO VENT FIXED DETAIL C - XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. Revimbrtx F.K. 10/17/06 Ra4a'an 6 NO CHANGE THIS SHEET Ram ar F.K 5/13/06 Revtaker A NO CHANGE THIS SHEET Omer F.K 2/28/06 denmer. J.J. 323/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better Desatrakes ELEVATIONS rac ALUM. HORIZONTAL ROLLER WINDOW, IMPACT smmnmmx HR710 NTS ormu"a 4 m 11 4127 -10 Reor B 26 "G Robert L. Clark, P E. PE 939712 SWctural • • • INTERIOR �— MAX. FIXED DLO -A MAX WIDTH SECTION B-B (HORIZONTAL SECTION - XOX) EXTERIOR MAX. HEIGHT INTERIOR SECTION C -C (VERTICAL SECTION) INTERIOR EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX) VIEW D -D (FRAME CORNER CONSTRUCTION) SEALANT OR GASKET AT HEAD AND SILL Rand By Readily F.K rata 10/17/06 Rariskns NO CHANGE THIS SHEET F.K vas: 5/13106 A NO CHANGE THIS SHEET O am ay. F.K. Dafr 2/28/06 Checked By J.J. Data. 323/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pc-�T Visibly Better SECTIONS rmr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sew amx HR710 Half 5 m 11 DamfavNa 4127-10 B Robert L. Clark, P.E. PE 639712 Structural • • ITEM DW(#1 REV DESCRIPTION MATL PGI'# 1 4102 A FLANGE FRAME HEA D 6063 -T6 AL 612237 2 4025 13/16" LAMI IG3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (I/8" HS, .090 PVB, 1 /8 "HS) SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 " 13/16" LAMI I0- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) #8 X 3/4 PH. PAN HEAD 7834AA 4 4053 13/16" LAM] lG- 3/16 "A, 3/16" AIR SPACE 7/16" IAMI (3/16"A, .090 PVB, 3/16 "A) SASH STOP COVER (SASH STOP) 6063 -T5 AL 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 6 4136 13/16" LAMI IG-3/16"A, 3/16" AIR SPACE 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16" HS) FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 1624 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 6411x', 17 4054 B FIXED MEE INGRAIL 6063HD -T6 AL 64054A 19 4066 W STP.,.187 X .230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 616830 23 225-1 ROLLER HOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEEI'INGRAIL 60631- IS -T6AL 64006 33 1235 W STP.,.170 X .270 BACK, FIN SEAL 67SI6G 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X.625 PH.FLSMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 W STP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078 "C' L OR R 50 GLAZING SILICONE DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZINGBEAD BULB (THICK) 6'1 P247W,K 52 1225 VINYL GLAZINGBEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD - 5/16" 6063 -T5 AL 640398 54 4044 B GIAZING BEAD - 5 /16 "W /GRILLKIT 6063 -T5 AL 644703 55 1 4222 A GLAZINGBEAD -7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 59 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 60 GLASS 5/16 LAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1 /8" HS) 62 " 5/16" LAMI (1/8" I-IS, .090 PVB, 1/8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 " 7/16" LAMI(3 /16" HS, .090 PVB, 3/16" HS) 66 " 13/16" LAMI 10.1 /8 "A, 3/8 "AIRSPACE 5/16" LAMI (1 /8 "A, .090 PVB, I /8 "A) 67 " 13/16" LAMI 1G- 1 /8 "A, 3/8" AIR SPACE 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) • ITEM DWG# REV' DESCRIPTION 1 MATL 1 PGT# 68 GLASS, 13/16" LAMI 1G- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (l /8 "HS, .090 PVB, 1 /8 "HS) 69 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, I /8 "A) 70 13/16" LAMI I0- 3/16 "A, 5/16" AIR SPACE, 5/16" LAME (1 /8 "A, .090 PVB, 1/8 "HS) 71 " 13/16" LAMI IG3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (I/8" HS, .090 PVB, 1 /8 "HS) 72 " 13/16" LAMI IG- I /8 "A, 1/4" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI I0- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 74 13/16" LAM] IG- 1 /8"A, 1/4" AIR SPACE, 7/16" IAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 75 13/16" LAM] lG- 3/16 "A, 3/16" AIR SPACE 7/16" IAMI (3/16"A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 77 13/16" LAMI IG-3/16"A, 3/16" AIR SPACE 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16" HS) 90 1014 SCREEN FRAME (HOR. & VE R.) 3105 -HI4 AL 91 1630 SCREEN CORNER KEY W/RIN(S POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH Die Revisions: Rene Bt F.K. 10/17/08 fbrYbeu NO CHANGE THIS SHEET Reneey. F.K. Bae: 5/13/06 ReHWna: A ADD SPACE DIMENSIONS ITEMS 86 THRU 77. Drawn Br F.K. oar 2/2 &O6 ODD. r fly J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.0. SOX NOKOMIB, FL 1 3 34 4274 PGT Visibly Better PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Smlvebaet HR710 NTS Meer 6 m 11 MedBRe 4127 -10 F. B /n .mfr Robert L. Clark P.E PE #39712 Structural • • • O FLANGE FRAME HEAD #4102A. 6063-T6 —^11-•—.062 O SASH STOP #4025, 6063-T5 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .678 .050 —►� 1.098 H-- -i O GLAZING BEAD, 5/16" #40448, 6063-T5 (USED W/ GRILL KIT) 1.122 O FLANGE FRAME SILL #4136, 6063-T6 .062 3.152 .061 .437 .46 O HORIZ. ROLLER TRACK #4131, 6063 -T6 2 79 .08 1.187 1.081 F� 32 SASH MTG. RAIL #40080, 6063HS-T6 05� .678 1.096 4444SSSS��— Lr.{L. T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 56 2 FRAME SILL ADAPTER #4137, 6083-T6 I+ 1.403 -► 17 FIXED MEETING RAIL #4054B, 6063H0-T6 291 SASH SIDE RAIL #4128,6063 -T5 .050 1.115 1 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) �1.513� I x.040 .738 O SASH STOP COVER #4053, 6083 -T5 1 1.363 13 FLANGE FRAME JAMB #4002A, 8063-T8 EN-- 2.784 -0{ .062 .678 1.098--1��I 53 GLAZING BEAD, 5/16" #40398.6063 -T5 .683 050 1 59 GLAZING BEAD, 13/16" #4067, 6063-T5 1.097 Rand e7 Read BY F.K. 0* 10/17/06 8 NO CHANGE THIS SHEET &mar F.K 5/13/06 A NO CHANGE THIS SHEET Oreem By F.K. cam' 2/28/06 Madetley. J.J. 0* 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 i dr Pte.. EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better smlesaoam 148710 Half 7 11 a..o"o 4127 -10 aer Robert L. Clark. P.E. PE 638712 Structural • • • ANCHOR QUANTITIES, XOX (1/4- 1/2 -1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 6 1 - 1/4" ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) GLASS TYPE ANCHOR TYPE> &SUBSTRATE A,B,C,G,H,I D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H HEAD & SILL to m HEAD & SILL co m HEAD 8 SRL co gm HEAD & SILL ' co 0l HEAD 8 SILL co °o HEAD & SILL co 2, GLASS TYPES: m A 5/16° LAMI - (118° A,.090, 1!8° A) B. 5/16° LAMI - (1/8" A,.090,118" HS) C. 5/16° LAMI - (1/8" HS,.090, 1/8° HS) 53.125 x 38.375 48.000 50.625 54.000 00.000 63900 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 D. 7/16° LAMI - (3/16° A,.090, 3116" A) 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 E. 7/16° LAMI - (3/16° A,.090, 3/16° HS) F. 7/16° LAMI 3/16° HS) 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +02 +1 - (3/16°1-15,.090, 3 G. 13/16° LAMI IG - 1/8" OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8" A,.090, 1/8" A) 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 H. 13/16° LAMI IG -1/8° OR 3/16° A, 5/16" OR 3/8° SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16° LAMI IG 1/8° OR 3/16° 3/8° 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 - A, 5116° OR SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8° HS) 3 J. 13/16° LAMI 10 - 1/8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI- (3/16" A,.090, 3/16° A) 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 K. 13/16° LAMI IG - 1/8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI- (3/16° A,.090, 3/16° HS) 60.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02+1 2 1 +02 +2 +02 +1 2 L. 13!18° LAMI IG -1/8" OR 3116° A, 3/16° OR 114° SPACE, 7/18° LAMI - (3/18° HS,.090, 3118° HS) 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +2 +02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2+02 +1 3 0 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +2 +C2 +1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+2 +03+1 3 25 314° MAX FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX O.C. 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+2 +03+1 3 TABLE KEY: 74.(00x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 2 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 2 1 +(2 +2 +C2 +1 3 1+02+2+02+1 2 1 +02 +2 +C2 +1 3 1 +02 +2 +C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 2 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 X O X 2 .A 1 +03+4 +C3 +1 3 +- ANCHOR QUANTITY PER JAMB 3 • HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 f 1 +C2 +2 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2+02 +1 3 1 +C! +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +C2 +2 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+02 +1 3 1 +C2 +2 +C2 +1 3 1 +03 +2 +03+1 3 ANCHOR AT EACH OPERABLE VENT 1 +C2 +2 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +03+.2 +q +1 3 1 +C2 +2 +C2 +1 3 1 +03 +2 +03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND SILL 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +02 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2+02 +1 2 1 +02 +2 +02+1 2 1 +C2 +2 +C2 +1 2 1 +02+2+02 +1 2 (12) 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 (3" MIN. O.C. ANCHOR SPACING) 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+2 +03+1 3 r 1 25 314° max 1 +02 +2 +02+1 3 1+02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 1 +02 +2+02 +1 3 1 +03+2 +03+1 --.-,F.--3° 3 i t MIN. 0 _ al 1 X p aret xs @ with lm FIoricio . " " " ". ii O°0,:oen = mo % o ... ; 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +02 +2 +02 +1 3 1 +03 +2 +03+1 3 9" REF. x 100.375 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +2 +C2 +1 2 1 +02 +2 +C2 +1 2 1 +C2+3+C2 +1 2 1 +C2 +3+02 +1 2 1 +02 +3 +02 +1 2 1 +02+3+02 +1 2 1- TYP. 1 +C2 +3+02 +1 3 1 +02 +2 +C2 +1 3 1 +03+3 +03+1 3 1 +03+3+03 +1 3 1 +C2 +3 +C2 +1 3 1 +03+4 +03+1 3 MTG. RAIL, ® 1 +C2 +3+02 +1 3 1 +02 +2 +02 +1 3 1 +q +3+03+1 3 1 +q +3+03 +1 3 1+C2 3+C2+1 3 1 +03+4 +03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +03+3+03 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3+03 +1 3 1 +03 +3+03 +1 3 1 +02 +3+02 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3 +03 +1 3 1+02 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3+02 +1 3 1 +C4 +4 +C4 +1 3 1 +03+3 +03+1 3 1 +C2 +2 +02 +1 3 1 +C4 +3 +CA +1 3 1 +C4 +3 +C4 +1 3 1 +03+3 +q +1 3 1 +CA +4 +Cq +1 3 25 314° I° MAX MA 1/2" TYP. I--3° MIN, 111.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +3 +C2 +1 2 1 +C2 +2 +02 +1 2 1 +C2 +3 +02 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3+02 +1 2 1 +C2 +4 +C2 +1 2 1 +02 +3 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+3 +03 +1 3 1 +03 +3 +03+1 3 1 +C2 +3 +02 +1 3 1 +03+4 +03+1 3 9" REF. 1 11 - 1 1 1 1 1,11 1 �6 2ylm oSeA L. Clark, P.E. PE #39712 Structural 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3 +03 +1 3 1 +03+3+03+1 3 1 +02 +3+02 +1 3 1 +03+4 +03+1 3 X O X 1 +(3+3+03+1 3 1 +C2 +2 +C2 +1 3 1 +C3+3+C3+1 3 1 +q +3+03+1 3 1 +C2 +3+02 +1 3 1 +C4 +4 +C4 +1 3 `'' --' -�-- ---__-_._ 1 +03+3 +03 +1 3 1 +02 +2 +02 +1 3 1 +C4 +3 +04 +1 3 1 +C4 +3+04 +1 3 1 +C2 +3+03 +1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYP. 0 1 +03+3+03+1 3 1 +02+2 +C2 +1 3 1 +C4 +3+04 +1 3 1 +C4 +3+04 +1 3 1 +C3+3 +q +1 3 1 +05+4 +05+1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS mar ANCHORAGE SPACING, XOX (1/4-1/2-1/4) Tdb ALUM. HORIZONTAL ROLLER WINDOW, IMPACT X17 F.K Mkt 10/17/06 a"° H REVISE ANCHORAGE FORMAT. HEAD & SILL CLUSTERS 1070 TECHNOLOGY DRIVE NOKOMI3, F134275 30275 PO. BOX 1828 NOP1 C)1 S, lL 34274 PG17" �• F.K. 5/13/08 ° A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. m .8r F.K ° 9118/06 cr,w.J, te J.J. 323/06 Visibly Heuer s v� HR710 v° NTS 8 a 11 " "° 4127 -10 RB1 B • • ANCHOR QUANTITIES, XOX (113- 113 -113) WINDOWS TABLE 5 NOTES: 1 ANCHOR TYPES: . 1 - 1/4° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) GLASS TYPE, ANCHOR TYPE) & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD 2 CONC 1, CONC 2,3. WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD 8 SILL to s HEAD 8 SILL co 1 HEAD 8 SILL co s HEAD 8 SILL -a, co s HEAD 8 SILL > co s HEAD 8 SILL > m 2. GLASS TYPES: ao A. 5/16° LAMI - (1/8° A„090. 1/8° A) -, B. 5/16° LAMI - (1/8° 0,.090, 1/8° HS). 48.000x 38.375 48.000 50.625 54.000 60.000 83.000 1+02 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 C. 5/16° LAMI - (1/8" HS,.090, 1/8° HS) E LAMI- (3/16 A,.090,3/16 °H) 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 .7/16° 3 E. 7/18° LAMI - (3/16' " 0,.090, 3118° HS) 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 F. 7/16° LAMI - (3/16° HS,.090, 3/16° HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+ 1 +02 +1 3 1 +C2 +1 +C2 +1 3 G. 13/16" LAMI 10 - 1/8° OR 3/18° A, 5/16° OR 3/8° SPACE, 5/18' LAMI - (1/8° A,.090,1/8" A) A„090, 1/8° HS) 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 H. 13!16" LAMI IG -1/8' OR 3/16° A 5118" OR 3/8° SPACE, 5/18° LAMI - (118° I. 13/16" LAMI IG -118° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (118° HS,.090,1/8° HS) 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +7 +C2r1 3 1 +C2 +1 +CZ +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 J. 13/16° LAMI IG - 1/8° OR 3/18° A, 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16° A,.090, 3/16° A) 53.125 x 38.375 48.000 50.625 54.000 60.000 63000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +02 +1 2 K. 13/16° LAMI IG - 1/8° OR 3/16' A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16° A,.090, 3/16° HS) 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 L. 13/16° LAMI IG -1/8° OR 3116° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16" HS,.090, 3/16° HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +I +C2 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1 3 HEAD & SILL: 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4° MAX. FROM CORNERS 60.1300x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 JAMBS: 9' MAX. FROM CORNERS AND 2212° MAX. 0.C. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 TABLE KEY: 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 X 2 X ® 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 I1 +C3 +1 +C3 +1 ! 3 I ._ANCHOR QUANTITY PER JAMB 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C3+1 +03+1 3 4 HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +02 +1 +C2 +1 3 1 +C3+1 +C3+1 3 I 68.000x 38.375 48000 50.625 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +C2+1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2+1+C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 1 +03 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 74.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 253/4° MAX, (■-3" MIN. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 Awned as compbtag wia lr NQAr %.Iv� 'T T.,. ::>., �- A wr 1+02 +1 +02 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3- 4 181 _ X 4 141 0 1 X 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 9° REF. 1 +02+1+02 +1 3 1 +02 +1+02 +1 3 1 +03 +1 +03+1 3 1 +C3+1 +C3+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 -' 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 OF (3) ANCHORS ABOVE) 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1+02+1 2 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 MTG. RAIL, 2 TYP.- CLUSTER W/ QTY. IN TABLE KEY 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +4 3 1 +02 +1+02 +1 3 1 +03+1 +p+1 3 EXAMPLE 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +03+1 +C3 +1 3 (SHOWN 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C3 +1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03+1 3 1 +C3+1 +C3+1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3+1 3 25 3/4° MAX. °TYP. 1 +03+1 +03+1 3 1 +02 +1+02 +1 3 1 +03 +1 +03+1 3 1 +03+1 +03+1 3 1 +03 +1 +03 +1 3 1 +04 +1 +04 +1 3 112 -I-3" MIN. 88.437x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 / Q'TiG 6 Robert L. Clad', P E PE 539712 Structural 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 9° RETF. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C3 +1 3 } 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +03+1 3 1 +C3 +1+C3 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +03+1 +C3+1 3 1 +q+1 +63 +1 3 1 +C3+1 +C3 +1 3 MTG. RAIL, TYP. ® 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C3 +1 3 1 +C3 +1 +03+1 3 1 +03+1 +03 +1 3 1 +C4 +1 +04 +1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS tee, o� ANCHORAGE SPACING, XOX (1/3-1/3-1/3) asa4ey F.K. o°m: 10/17/06 aaxa.�: 8 ,o7o TECHNOLOGY DRIVE REVISE ANCHORAGE FORM0T, HEAD 8 SILL CLUSTERS waKOMIS. FL 34270 � "'° ALUM. HORIZONTAL ROLLER WINDOW, IMPACT r5, F.K �,,,, g3/, F.K �: 5/13/05 �. 2(28 /00 A g3/. J.J. ADD SPACE DIMENSIONS GLASS TYPES G THRU L. P.O. BOX 1528 Derr. 1 NOKOMIS. FL 36274 3/23/06 Visibly Rarer se.t,aaaar Mx710 am. NTS acm 9 "" 11 °i P1" 4127 -10 8 • • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5116° LAMI - (1/8° A,.090, 1/8" A) B. 5/16" LAMI - (1/8° A,.090, 1/8" HS) C. 5/16° LAMI - (1/8° HS,.090, 1/8° HS) E. 7/16° LAMI - (3/18' A,.090, 3/16' H) E. 7/16" LAMI - (3118" A,.090, 3/16' HS) F. 7/16" LAMI- (3/18" HS,.090, 3/16" HS) G. 13/16° LAMI IG - 1/8° OR 3/16° A, 5/16° OR 3/8" SPACE, 5/16° LAMI - (1/8° A,.090, 1/8° A) H. 13/16° LAMI 10 - 1/8° OR 3/16° A, 5/16" OR 3/8° SPACE, 5/16° LAMI - (1/8' A,.090, 1/8° HS) I. 13/16° LAMI IG -1 /8° OR 3/16' A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (118° HS,.090,1/8° HS) J. 13/16" LAMI IG -1/8° OR 3/16° A, 3/16' OR 114° SPACE, 7/16° LAMI - (3116° A,.090, 3/16° A) K. 13/16° LAMI IG - 1/8" OR 3/16" A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3/16' A,.090, 3/16° HS) L 13116" LAMI IG -1/8° OR 3116° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16° HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING a DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2° MAX O.C. TABLE KEY: GLASS TYPES ANCHOR TYPE > & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H O w 206 m ' 0 „, w n 2 e6 m 2 ' O „, w N 206 m 2 ' W 6 2 od m g •� W 5 206 m 2 ' v3 = to m ' 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +102 +1 3 1 +C2 +1 3 1+C2+1 3 1 +102 +1 3 1 +102 +1 3 1+02+1 3 1 +102 +1 3 1 +102 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +102 +1 3 1 +02 +1 3 1 +102 +1 3 1 +C2 +1 3 1 +02+1 3 1 +102 +1 3 1 +103+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +103+1 3 1 +02 +1 3 1 +102+1 3 1 +03 +1 3 1 +02 +1 3 1+02 +1 3 1 +03 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +102 +1 2 1+C2+1 2 1 +102+1 2 1 +102 +1 2 1+C2+1 2• 1 +102 +1 2 1 +C2 +1 3 1 +102 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1+C2+1 3 1 +102 +1 3 1 +103 +1 3 1+02+1 3 1 +102 +1 3 1 +103 +1 3 1 +02 +1 3 1 +02 +1 3 1 +03 +1 3 1 +102 +1 3 1 +02 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +03+1 3 1 +C3 +1 3 1 +02 +1 3 1 +03 +1 3 1 +03 +1 3 1 +02 +1 3 1 +03+1 3 1 +C3+1 3 1 +02 +1 3 1 +03 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 O X ® 2 +C3 +21 3 --- ANCHOR QUANTITY PER JAMB 1 +02 +1 3 1 +02 +1 3 1 +103+1 3 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 f HEAD AND SILL ANCHOR QUANTITIES 1 +102 +1 3 1 +02 +1 3 1 +03+1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +03 +1 3 1 +102 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +02 +1 3 1 +03 +1 3 A CLUSTER OF E ANCHORS CENTERED R ON N THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1 +103 +1 3 1 +102 +1 3 1 +03 +1 3 1 +03 +1 3 1 +02 +1 3 1 +03 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +03 +1 3 1 +103 +1 3 1 +C3 +1 3 1 +03 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +102 +1 2 1 +102 +1 2 2 +102 +2 2 1 +02 +1 2 1 +C2 +1 2 2 +C2 +2 2 1 +102 +1 3 1 +C2 +1 3 2 +03 +2 3 1 +02 +1 3 1 +C2 +1 3 2 +03 +2 3 1 +C3+1 3 1 +02 +1 3 2 +C3 +2 3 1 +03 +1 3 1 +C2 +1 3 2 +C3 +2 3 j M -18 3/4" MAX. -3° MIN. 1 +03 +1 3 1 +02 +1 3 2 +03 +2 3 1 +03 +1 3 1 +02 +1 3 2 +C3+2 3 mood. , s• wNb lbl • „ .t..,_ ffi f ,. .._ :.,���- r 1 +03 +1 3 1 +03 +1 3 2 +C4 +2 3 1 +03 +1 3 1 +03 +1 3 2 +04 +2 3 L- 9° REF. �� MTG. EXAMPLE CLUSTER 1 1 0 1 +03+1 3 1 +03 +1 3 2 +04 +2 3 1 +C3+1 3 1 +03 +1 3 2 +04 +2 3 X 66.000 x 38.375 48.000 50.625 54.000 80.000 63.000 2 +02 +2 2 1 +02 +1 2 2 +C2 +2 2 2 +C2 +2 2 1 +C2 +1 2 2 +02 +2 2 - 2 +102 +2 3 1 +102 +1 3 2+03+2 3 2 +102 +2 3 1+02+1 3 2+03+2 3 RAIL ® W/ QTY. OF (3) ANCHORS 2 +03 +2 3 1 +C2 +1 3 2 +103 +2 3 2 +03+2 3 1 +02 +1 3 2 +03 +2 3 2 +103+2 3 1 +102 +1 3 2+103 +2 3 2 +103 +2 3 1+C2+1 3 2 +103 +2 3 (SHOWN IN TABLE KEY ABOVE) 2 +03 +2 3 1 +103 +1 3 2 +04 +2 3 2 +103+2 3 1 +03 +1 3 2 +104 +2 3 1 +03 +1 3 1 +03 +1 3 2 +104 +2 3 2 +03 +2 3 1 +C3 +1 3 2 +04 +2 3 1 � F 1 18314' MAX TYP. 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +02 +2 2 2 +02 +2 2 2 +02 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +02 +2 2 -1 112° 1--3" MIN. 2 +103+2 3 2 +02 +2 3 2 +03 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +103 +2 3 9° REF. 0 I 7,1"-----.. 0 tiG % obert L. Clark P.E. PE 639712 S6uCwre1 2 +103+2 3 2 +102 +2 3 2 +103 +2 3 2 +103 +2 3 2 +102 +2 3 2 +103+2 3 X 2 +03+2 3 2 +03 +2 3 2 +03 +2 3 2 +C3+2 3 2 +03.12 3 2 +C3+2 3 2 +103 +2 3 1 +C3 +1 3 2+04+2 3 2 +03 +2 3 2 +03 +2 3 2 +C4 +2 3 MTG. RAIL ® EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 +103+2 3 1 +103 +1 3 2 +104 +2 3 2 +104 +2 4 2 +03 +2 3 2 +104 +2 3 Reasd Sy. Deescapbre ANCHORAGE SPACING, OX AND XO WINDOWS Rao., F.K. We: 10/17/06 pevMm¢ B REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS 1070 TECHNOLOGY DRIVE NOKOMI9, FL 3927b P.o. eox 16a3 NOKOMIS, FL 34274 �� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Re 0 e F.K. °'� 5/13/06 A ADD SPACE DIMENSIONS TO GLASS TYPES 0 THRU L Virib/y Better HR7I0 I NTS 10 d 11 om.+0°a. 4127 -10 +m. B Damn Sr F.K Dare: 226/06 tx0dm�9er J.J. v°m: 3/23/06 I • • • 3KSI CONC. 1x WOOD BUCK (SEE NOTE 3) 3KSI CONC. A CONCRETE ANCHOR W/ #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) DETAIL A 1 3/8° MIN. 1/4` MAX. SHIM 2x WOOD BUC (SEE NOTE 3) ® WOOD ANCHOR WI #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) TYPICAL HEAD SECTIONS aEXTERIOR INTERIOR E> (HEAD & SILL DETAILS) A CONCRETE ANCHOR W/ #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4° SHIM `MAX. • • 1 MIN. A DETAIL C 2x WOOD BUC (SEE NOTE 3) DETAIL B 1/4' MAX. SHIM NO 1 ES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY A APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 °. 2: FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° MIN. THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 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 OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4° MAX. SHIM{ 3/8' MIN. A WOOD ANCHOR W/#12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" -SHIM MAX. 1 3/8 MIN. TYPICAL SILL SECTIONS DETAIL D DETAIL E 1/4° MAX. SHIM-0-1 I— A CONCRETE ANCHOR W/#12 HEAD (SE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 2x WOOD BUCK (SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR A 1 1/4` MIN. (1.5KSI CMU) OR : 1 3/8° MIN. • (3KSI CONCRETE) DETAIL F 1x WOOD BUCK (SEE NOTE 3) TYPICAL JAMB SECTIONS Read s Pax Reriebm Rend By F.K. 10/17/08 Revtrba REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES Read 6y F.K bore: 5/13/06 RmbOa r A ADD NOTE 5. Orem ay F.K. caw 2/28/06 ommme By J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.0 BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better Desotoros ANCHORAGE DETAILS tee: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Scat Half Seem 11 m 11 �� 4127 -10 Res B � /-4.• �d Robert L. Clark, P.E. PE 839712 SbucWrel MIAMI• COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY • AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 1 1805 S.W. 26th Street, Room 208 Miami, Florida 33175 -2474 T (786)315-2590, F (786) 315-2599 www.mlamidade.8ov /pera/ This NOA is being issued under the applicable rules " a're : -' i i over g the use of construction materials. The documentation submitted has been reviewed d byIiami —Dade County PERA- Product Control Section to be used in Miami —Dade County and oth6Pareas 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 Section (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 manufacturwill incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use Of stih product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, ;if/ it is, deterinineal by, Miami —Dade County Product Control Section that this product or material fails to mettle require bents cif 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 "SH 700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11 -0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. LINTY, NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Page 1 BRUCE P. Accepted Not Accepted-Resubmit Acce As Noted Action Not Required Da cd1-1. By Review is only for conformance with design concept and compliance with ioIorynaCon sit in plaits and :Tecifications. The Arehitect'S revictt, ■:A• coo4nentt regatiii-qg spocift: item shall not indicate appl ote41 c-cn as.,strobly of which item is a component. nor shail it sic cinctrat tor cf his responsibility for means, methods. scquence$ st Lazy of construi;tion. AsfriCrs ACCL.,PTANCE IS PREDICTED ON APPROVAL HY TS F.LOWINICI: Ct.-W.:TRACOR tviL:P NEER L.11 sTztucT. 01'.'NER 0 Ci ViL MOINPEtt Atclit • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing NO 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 032206) 2. Test reports on :1) Uniform 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 4. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) E -1 Ja me D. Gas 1 , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) Small 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, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edrnundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) 4) Test reports on:1) Uniform 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 an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. E -2 Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL -4958, FTL -5063, FTL- 4645, FTL -4649, F''L- -4723, FTL -4947, FTL -4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window - L.M.I. ", approved on 04/21/2011 and expiring on 03/23/2016. E -3 Jaime D. Gascbn, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 • ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6/18' LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5116' LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 6/16' LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7118° LAMI CONSISTING OF (2) LITES OF 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) UTE OF 3/18° ANNEALED GLASS AND (1) UTE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) UTES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0.13/16' LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. © H. 13/18° LAMI 10: (1) UTE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 618° LAMI CONSISTING OF (1) UTE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I.13/16° LAMI 10: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 6/18° LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16° LAMI 10: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/18° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) UTE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. 1.13118' LAMI 10: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/18' LAMI I0: (1) UTE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 6/18° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS:'OX° (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4848, FTL -4848, FTL- 4847, FTL -4848, FTL -4649, FTL -4850, FTL -4661, FTL -4723, FTL -4957, FTL-4958 AND FTL.5083. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES ..... ._1 GLAZING DETAILS. 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS6 PARTS LIST— ......... .._6 EXTRUSIONS ........... 7 CORNER DETAIL.— 7 ANCHORAGE....... 8-11 Resift 10/0711t larbtas 0 2010FBCUPDATE arm 0461/0 11/f3/08 Aft /Q5 0 0 eamraez J.J. CHANGED CAP GLASS TYPE T07EMPE ED FROM HS CHANGE NOTES 3 & Y. ADD NOTE &ADD GLASS TYPE M TO NOTE 1. GAAMAVEOPTIONS 2013/07 I 10701ECHNOIAOY DRIVE NOKOMIS,aR34278 P.O.BQX 18128 NOKOMIS, FL 84374 PGT 1/7a/b(y Behar GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT Ito I N TSI d 11 I ��4040-20 r PRODUCT REVISED as complying with the Florida BuIldkgcmm No :Ara, / Joni Dade , uct Co • 1/W ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 816° NOM. 6/16° LAMINATED GLASS 88,87,88 or 92 1/2° NOM. GLASS BITE ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16° WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR (ALL SECTIONS) IH3/16° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16° LAMINATED GLASS -*-• 1/8' ANNEALED OR HEAT STRENGTHENED GLASS -t - .080 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 6/16° LAMINATED AIR SPACE 1/8° ANNEALED OR TEMPERED GLASS 13116' NOM. 13/16" LAMI IG GLASS WI 5/16" LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED AIR SPACE 1/8° TEMPERED GLASS 13/16' NOM. 13/16° LAMI IG GLASS W/ 7/16" LAMI Rend tro 10/07/11 aations NO CHANGES NO SHEET Rend J.R to 04/01/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS ResideN FJC oft 11/13!00 8 ADD ITEM92 TO8118LAW LO. GLASS(A/1/1)B LAW IGNOTE Oral F.K Oak 8/1/75 °ned"dar J.J. 2/i3/07 1070 TEtxwOLOOYOANE Na(a%FL8427 P.O. BQX 1629 NOKOMIS, FL 84274 Virtb7y Baer GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT t3H700 I Full 12 d 11 l 4040 -20 r D • 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION-Lk TABLE 1. TIP - TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 83" 68" 68" 70" 72" 74" 78" 48" A,S.M +60.0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +50.0 40.0 +80.0 -80.0 +50.0 -89.0 60" A,B,M +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A,S,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +78.8 -78.8 +77.3 77.3 +76.9 78.9 631/8" A.B,M +80.0 -80.0 +80.0 -80.0 +79.6 79.6 +78.2 78.2 +78.9 -76.9 +75.4 78.4 +74.0 -74.0 UP TO 53lir C,O,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -50.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 318" 44° 60 818" 83" 72" 74" 78" 48" A.S,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60" A,S.M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 •70.0 +70.0 40.0 62" A,S.M +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 46.9 +70.0 .70.0 +88.8 48.8 +87.6 47.6 531/8" A,S.M +80.0 40.0 +80.0 -80.0 +80.0 -60.0 +78.0 -78.0 +88.0 48.0 +88.7 -68.7 +68.8 -65.5 UP TO 631/6" C.D.E,F,G,H,I,J,K.L +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +70.0 70.0 +70.0 40.0 +70,0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI BASH ■ 78" FLANGED AND 76" INTEGRAL PIN) 17118" 2211116" 28 3118" 33 314" 39 6/18' 4413116" 603/8" 8816/18" +80.01 •80.0 I +80.01 -60.0 I +80.01 -80.0 I +80.01 -80.0 I +70.01 70.0 I +70.01 -70.0 I +70.01 .70.0 I +70.01 -70.0 WIDTH GLASS TYPE 53 118" D,E,F,J,K,L TABLE 3 GLASS TYPES: TEST REPORTS TABLE 4. A. 6116" LAMI - (1/8°A,.090,1/8 A) F1L- 4647, 4848, 4723, 4967 B. 6118° IAMI- (1/8°A,.090,1/811S) FTL- 4847, 4848 C. 6116° LAMI - (1181-18,.090,1/8HS) FTL-4847. 4848 0.7/18° LAMI - (3116"A,.080, 3/18A) FTL- 4848, 4885 E. 7/16° LAMI • (3116"A,.090, 3118HS) FTL -4648 F. 7/18° LAMI - (3118 HS,.080, 3118 °HS) F1L-4845 0. 13118 LAMI 10 -118" T. AIR SPACE, 6118 LAMI • (118°A..090,1/8A) F1L -4848, 4723 H. 13118 LAMI 11.1/8" T, AIR SPACE, 6118 LAMI - (1 /8°A,.090,1 /8HS) FTL -4848 L 13/16" IAMI 10.1 /W T, AIR SPACE, 6/18 LAMI • (118 H8,.080.1/8°HS) F1L -4848 J. 13/16" LAMI 10 -1/8" T, AIR SPACE, 7118" LAMI • (3/16'A,.090, 3/18A) F1L-0949, 4850 K. 13/18 LAMI 10 - 1/8" T, AIR SPACE, 7118 LAMI • (3118A,.080, 3116"HS) FTL- 4649, 4880, 4968 L. 13118 LAM 110.118° T, AIR SPACE, 7/18 LAM{ - (3/161E,.090, 3/18HS) FRL -4949, 4650 M. 13/18 LAMI 10 - 1/8 °A, AIR SPACE, 6/18 LAMI - (1/8A,.0 $0, 1/8 "A)A F11-6083 "0" MEETING RAIL "0 MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618" MINIMUM TO 38" MAXIMUM. firildep •LIA 101017f1 D �NOCiIANOF8 THIS MEET Rme SR. Molitor FJC bow 00/0111 Oak WINOS 881006 Otoniskag C I MAMMON, GLUM 7YPE70TEEMpPERED FROM HS �p TOA8J6LH 7�*59/NT�.FO�L�7E7ESTNOS 1070 TECHNOLOGY DWVE FiOKOA08, FL UM P.O. MC 1020 NOKOMIS. FL 81214 GT Better vc�ab DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT 811700 1 n rS1 3" 11 11''"4°4 4040-20 I u • SEE DLO TABLE SEE DLO TABLE (MAX) 53118° MAX. FLANGED WIDTH® 521/8" MAX. I.F. WIDTH D+) 76° MAX. I.F. D HEI 38 7M 6° MAX. SASH HEI HT 8"MAX. FLANGED HEI s HT 48 1/4° MAX. VENT DLO (ALL) DETAIL A 1/1 B F SEE DLO TABLE Q SEE DLO TABLE X j 75" MAX. I.F. HEI e T ® SEE DLO TABLE 78" MAX. FLANGED HEIGHT 20° SASH HEIGHT 1 I A SEE DLO TABLE f SEE DLO TABLE 76° MAX A I.F. HEIGHT SEE DLO ® TABLE 76° MAX. FLANGED HEIGHT 3EE NOTE 4 DETAIL B VIEW (STANDARD SASH) E1 B DETAIL D VIEW (CUSTOM SASH) SEE DLO TABLE 1 76° MAX I.F. HEI C HT 78° MAX. FLANGED HEI eHT 20° SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A, 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A SEE DLO TABLE S 75° MAX. I.F. HEI cHT ® MAX. FLANGED HEI eHT NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL 48 6/8" MAX. FIXED DLO (ALL) O j X 34 1/2" 53118° MAX. FLANGED WIDTH® 521/8" MAX. I.F. WIDTH D+) 76° MAX. I.F. D HEI 38 7M 6° MAX. SASH HEI HT 8"MAX. FLANGED HEI s HT 48 1/4° MAX. VENT DLO (ALL) DETAIL A 1/1 B F SEE DLO TABLE Q SEE DLO TABLE X j 75" MAX. I.F. HEI e T ® SEE DLO TABLE 78" MAX. FLANGED HEIGHT 20° SASH HEIGHT 1 I A SEE DLO TABLE f SEE DLO TABLE 76° MAX A I.F. HEIGHT SEE DLO ® TABLE 76° MAX. FLANGED HEIGHT 3EE NOTE 4 DETAIL B VIEW (STANDARD SASH) E1 B DETAIL D VIEW (CUSTOM SASH) SEE DLO TABLE 1 76° MAX I.F. HEI C HT 78° MAX. FLANGED HEI eHT 20° SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A, 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A SEE DLO TABLE S 75° MAX. I.F. HEI cHT ® MAX. FLANGED HEI eHT NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/18' B 41 6/8" 41 1/4" C 41 1/4° 40 7/8" D 52 5/8° 52 11/18° E 52 1/4° 52 5/18° SASH LOW HIGH DETAIL SILL SILL A 341/2° 34 3/18° B 27 7/18° 271/8° C 27 7/18° 27 1/8" D 183/8° 963/4° E 183/8° 15 3/4° TABLE 5. rt en �H1 Ow.rrwos NO CHANGES THESSHEET yep X11/05 JJi FJ'c F.1C x/11 rtcNe°w c Data 1V/308 0 OAININItix J.J. AfOCHANGES MN SHEET ADD INTEGRAL FIN H.F.jVERBION, CHG. NOTE& ADD NOTE 4. 2129/07 1070 TECHNOLOGY DRIVE NOKOMIS,FLUna P.0.13QX1628 NOKOMIS,FL34274 P VislblD Bemer ELEVATIONS ALUM. SINGLE HUNG WINDOW IMPACT s oso NTS' 4 d 11 4040 -20 A PRODUCT REVISED es complying with the Florida Ace No l ;%& x�r 0�� LVNNI \\ ��. R oeNSe � * • No. 68705 :,Ot 'c Id�ll u` : �'. STA ••. OP.: �C�: fCOfH..•..V' ` A. LYE NN (811191E14, P.E. FL P.E.# 88705 • h- 2784° ---►{ INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)8' FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1) MAX. FIXED LITE DAYLIGHT OPENING 2.710° MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS ® INSIDE MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING HIGH SILL JAMB OUTSIDE ®I.F. FRAME OUTSIDE Duff RMVIMI) as complying with the PlmWa BulidIng No 2.330° (LOW SILL) SEE NOTE ABOVE SECTION B -B (LOW SILL SHOWN) ULTRALIFT ONLY 2.946" (HIGH SILL) ALTERNATE HIGH SILL ULTRALIFT ONLY ��‘` LYNN 4,7 •l( •.' oceNSg • SECTION C-C * • No• 58706 RADIUS TOP (HEAD DETAIL - FLANGED VERSION) newt. Dew 10/D7H1 NO CHANCES THIS SHAT J.R. 04/01H1 Rithide 0 NO CHANGES THGSSHEET tee: F.K vas 11119/08 REAskrag B ADDLF. SECTIONS & CONSOLIDATE BAL. COMPONENTS aame,JC Was 3/1/03 ceatianz ,WOTECtNOLOOYDRIVE NOKC6119,FL84478 P.O. BOX ION NOKOMIS,FL84274 Bd. r SECTIONS V1s1bb Better ALUM. SINGLE HUNG WINDOW, IMPACT •.roa+mm leak itftd: OHM Half 6 d 11 4040-20 IRS =.a�: A i siTATE o11 PtI i1i:• •., FLOW? . C0. • A. LY 0.E. FL P.E.# 68705 • • ITEM DWG# DESCRIPTION POTW 1 4002A FLANGE FRAME; HEAD 812225 2 1155 #B X1.000 QUAD PN. SMLS 781PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612228 5 1826 . ADHESIVE OPEN CELL FOAM PAD 7PA01626 8 4064 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 812244 8 4025 SASH STOP (EGRESS) 1.128 LONG 812244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8 °, OR 11/16° 80 10 1080 BALANCE COVER, 3I8" OR 5/8° 88WLCVR916 11 83 #8 X.750 PH. PN. SMS 7834M 12 85 BALANCEBOTTaMBRACKET 78AI.TBKT 13 1085/1085 SASH TOP OUIDE 42504 15 89 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1FPAX 16 1080.1 BALANCE COVER,11/16° 613AI.CVR870 17 4053 SASH STOP COVER 84063 7ULBIttKT 18 4029 -1 SASH BRACKET 19 #8.32 X 12" I.G. PH. PH. TYPE F S. STL 7832XI2FPFX 21 40540 MI) WRUNG RAIL 64054C 23 40086 SASH' OP RAIL 64006 25 1235 WSTP.,.170 X.270 BACK, FN SEAL 678160 26 109$ SWEEP LATCH' 71056 27 1016 NO X.825 P11. Pt. Ms 7868 28 4007 SASH BO1T0M1RNL (LOWBILL) 612230 30 1228 WSTP., U3 V114%. 6170249 31 4008 SASH t D8 RAIL 812231 34 1268 SASH FACE GUIDE 42611 36 1822 (.AMI SETTING BLOCK 3/32" X25184" X 1° 71622K 38 1052 1.0MI08 O swot 1 "X313 "X1 /1 8" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 8T6246K 38 1226 VINYE. GLPZ. BEAD BULB (THIN) 41 4039B GLAZING BEAD, 5118 LAM GLASS. 640398 42 40446 GLAZING BRAD. MO LAM W/GRUU. KIT 644703 44 4222A 0LAZIN6BizAD.7f/16°LAMB 04222 45 985C GLAZING BEAD. Mr LAM W GRILL KIT 6985 48 4087 GLAZING BEAD .13/18° LAM° LG. 64087 47 4071A FRAME, LE. HEAD 64071 46 4072A FRAME, LF. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SBA. 84073 60 407413 FRAME, I.F. SOB 84074 62 4008 SILL LATCH (EGRESS) (LOW BILL) 704009 7SPRNG 53 1088 SPRING, SILL LATCH (EGRESS) 64 40 811-1. LATCH **WO (HIGH SILL) 62740 55 1014 SCREEN RAW (NOR. &VER.) 81414 58 1830 SCREEN CORNER KEYW'RINGS 71630 67 1631 SCREEN CORNER KIY W /OUT RINGS 71831 6$ 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.135 DIA FOAM 01624K A ITEM MGM DESCRIPTION P01W 80 1835 SCREEN SPLINE - .135 DIA, HARD 81636K 81 SCREEN CLOTH 81818 83 605 GLAZING CHANNEL (.668 X.600) 6533402 84 1181 #8X1.000 PH. BUGLE MK 708X1 87 01.821N TAPE, 1/18 X1/2 - 7/16 LAMB 628V1610 88 4051A SASH BOTTOM RAIL (HIGH SILL) 4081 89 4050A FUWGE FRAME SILL HIGH SILL) 84050 70 SB.ICONE, DOW 890, 895 OR EQUN. 80 A GLASS 6 /18° LAM, (1/13°A,.0$0 PV13,1/8 A) 81 B. GLASS, 5116° LAMB, (1G°A.090 PU6,1/8°H8) 82 C. GLASS, 5!18° LAM. (1/8"HS „090 PV8,1/8"HS) 83 D. GLASS, 7116° 1A9, (1/8"A.090 PVB,1/8 A) 84 6. GLASS, 7118° LAM. (1/8"A„O90 PVF1,12"HS) 85 F. GLASS, 7 /16"LANB, (1!8'H8,.090 PY8,1E"H8) 86 G. GLASS,13 /18° IMO vet, AIR SPACE, 6/18° NAM, (1A) "8.090 PV8,1/810 87 H. GLASS, 13/18" L*1I 10;1!8°1, AIR SPACE, 5/16” LAM, (1/1°A,,090 PV8,1 /8"HS) 88 1. GLASS, 13118° LAM 10;1/8'1. AIR SPACE, 5/16" LAMB, (1/8"/18,.090 PV8,1/8"H$) 89 J. GLASS, 13/16" LAM 10;1/8°T, AIR SPACE, 7/16" LAM, (3 /1 8 "A.090 PV8,3!16 "A) 80 K. &AS8.13/18" LAM tM;1/81, Alit SPACE, 7 /18" LANKA, (3118 "A.090 PV8,3/16"HS) 91 L. GLASS, 13/18° LAM 13;1A1"T, AIR SPACE, 7!18" LAM (3/18'H8,AMO PVB,3/6"H8) 92 M. 01-1188,13116" LAM 10;1/8"A NR 8PAC0. 5118° . (1/8"A 090 PV0,1 "A) 47 FRAME, I.F. HEAD ® #4071A,6063 -T8 FRAME, .F. LOW SILL #4072A, 8083 -TO PRODUCT REVISED as complying with dm Blorido Balding Code • n:wu elrs r I v .s4 o- : product Coull0 FRAME, I.F. JAMB FRAME, .F. HIGH SILL A #4074B, 6063 -T6 84073/ 8083 -T6 (USED AS RADIUS TOP HEAD) POMBA Adia 1 Dal 0451111 Itat6M Antskate NO CHANGES 7Ht8SHEET CHANGE CAP E// NN TYPE 7O TEMPERED FROM HS F.K 11/19M8 8 ...• ll?: 'Y •`c1S Sc- t- '!!!;'(J /i•Ji 1I9„L FJL MI5 2129/07 1070 761:04401.03Y ORMYE NOKOMIS, K 810 0108.6 N 11 sars 0 T > ' Botu� PARTS LIST ALUM. SINGLE HUNS WINDOW IMPACT tWfflo ] N7S 16 of 11 I 4040.20 •\cf JGESy3E . ti q f w,,56108 • I 1131* AA, A -; '0 ' 010 �p �SSIOPIP A vat AVIAN P.E. PL P.E.# 68705 P.-- 2.784 —�-I 1.383 .082 O FLANGE FRAME HEAD #4002A, 6083 -T6 1.749 2.710 O FLANGE FRAME JAMB *4004,6083.78 (USED AS RADIUS TOP HEAD) •--1 1.342 .082 2.830 �- 2.784 O FLANGE FRAME SILL (Low) 84003C, 6063-T6 2.330 J x,.461 —IT OSASH STOP 84026, 6063 -T6 r -2279 ®� -I.F. FRAME SEALANT ALONG ENTIRE JOINT 11 I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL 165 FIXED MEETING RAIL 84064A,6083HD•T6A -1.613 -.H .738 AIL ...040 17 SASH STOP COVER *4053, 6083 -T5 2.326 —� 1.979 WELD ALONG SCREW BOSS (2) L VIEW D -D VIEW E -E (1/1 & MEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 1.186 I+— 1 .082 - ►II+ -1.349 31 SASH S DE RAIL 64008, 6083-T5 SASH TOP RAIL 28 SASH BOTTOM RAIL (LOW) *40066,8083HS•T6 *4007. 6083-T5 r-2.328 ---►I 2.946 t 2.638 3.448 12.784 —�{ 0 FLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) 84050A, 6083-T8 #4051A, 6083-T5 .678 1.098— k ----►1 7 a 41 GLAZING BEAD, 5/16" *40398,6083 -T5 .050 1.088 GLAZING BEAD 5/16" #4044B, 6003 -T6 (USED W/ GRILL KIT) I� .678 .678 1.096-i•. —rI O GLAZING BEAD 7/16" *4222, 608378 1.118- I - -1 45 GLAZING BEAD, 7/16" *9866,6083 -T6 (USED W/ GRILL KIT) • Ama to nix kaki= J.,L 9010701 0 NO CHANGES MSS SHEET ReaxISF Wet Hookas J.R. 04/01/41 C NO CHANGES THIS SHEET mmw10 AAA R UPDATE FRAME COMER ASSEMBLY TO INCLUDE LF. FJC 1 360 3 /7FM 94AtLOY. amol one mix FJG SUSS • J.J. 2/23/07 .050 PRODUCP.REVISED as complying with tha Florida Code AcceptaoNo • • Bx 070 TECHNOLOGY DRIVE NOKOWS, FL 34218 P.0.130 1529 NOKOMIS. FL 34274 VW* Better 1.097 GLAZING BEAD, 13/16" IG *4087, 6083-T5 EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT aim I I1a' f I �7 s 11 I 4040 -20 Product Control LYNN 6!/14 � „, *. go. 58205 E Th..% STAT6 of Z; ONAL ttt'`'� A LYNI/MiLLthk P.E. FL P.E.* 68705 6 • ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: \ FOR 111 FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 o ". t' ON o g- o cg` 0 3No, o o ti` 0 J§ o N§,§ o 0 ca oNt�.-§` 0 o c J'§ o o N1''�`� c §NU''o``'0N§,- o o 0 0 o c§`�ciNt§ a o o ,-o WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1_ 112 1 111 1 1 7 7 1 172 1 _ 111 1 912 1 2 2 1 -11-2 1 272 1 252 _1 212 1 252 . 1 2F-2- _1 272 1_ 212 1 272 _1 272 _1 212 1 2[2 _1 21-2 1 212 1_ 213 1 212 1 313 A B,M 1 iii _1 1r 1 ill- 1 1 2 1 151 1 1 2 1 2 2 1 1 2 1 iii 1 1 1 1 1 1 1 1 1 1 1 1 1 -2T3- 3212 1 3 3 1 -21- 1 2I 2 _1 313 1 iii 212 212 2 1 2 212 -2T2 -2T2 -2 TI 212 212 212 212 2 2 24.000 C,D,E,F,G, H,I,J,K,L 1 112 1 111 1 112 1_1_ 152 112 1_ 112 1 -24i1-1-2- 1 1 2 2 _1 2 r 2 _1 212 _1 212 1 2 T 2 _1 242 1 2 2 1 213 1 212 1 252 1_ 243 1 2 2 1 213 AB,M 1 1 1 1 2 1 112 1 752 1 152 1 272 1 9r2 1 212 1 1 1 242 1 212 1 1 252 1 213 1 252-5-21-3.21-3.-2T2 2 1 1 1 1 1 1 1 313 112 111 212 212 212 212 213 C,D,E,F,G, H,I,J,K,L 1 1 1 1 3 1 1 2 1 2 2 1 2 3 1 1 2 1 1 1 -2-12-21i 1 213 1 2 3 1 2 2 1 Ili 2 1 1 2 314-T-3 1 2 1 3 3 2 3 4 1 353 1 4 4 112 112 2{ 22 213 313 212 313 AB,M 1 7-11./ 1 1 1 1 1 1 1 1 1 1 -21-1-2-5--2-11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 212 213 112 2 2 213 112 213 213 212 213 313 212 313 314 312 313 3 4 3 3 4 4 37000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 2 1 1 11i-211-272 2 1 2 -21-3.21I 2 1 2323 2 2 1 2 2 2 2 313-3T-4 1 1 313 2 2 314 2 2 3 5 1 1 373 2 2 -41-4- 1 11225 21311223213212 31421333374333435343454 2 1 314 213 AB,M 1 1 1 1 213 1 1 1121111T1212 2 1 1 213 2 1 2 3 2 22 3 -21-3--2T2--2T3. 2 213 1 2 213111 212 112 212 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 21-2 2 111J111 i 13 2 2 2 2 2 2 25 2 2 3 2 ill 2 2T4 2 2 3 2 3 3 2 3 4 2 2 2 2 2 2 2 2 212 112 213 212 213 213 314 315 313 3 T4 415 313 414 2 414' ABM 2 2 2 2 11-1-21-2--211 2 2 2 2 2 2 3 2 riri 2 2 2 2 2 2 2 2 2 315 2 2 313-3-14- 2 416 2 313 212 1 1 2 212 213 212 213 213 2 4 213 313 314 213 314 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 if-3.-21-2.-21i 2 2 T273 2 2 212 2 31-3 2 214 2 213 2 -3-13 2 344 2_ 2 -13 2 313 _2_ 374 2 273 2 2. 314 -3-1-1 2 3-43374 _2 2 4 5 2 3 4 2 T 212 212 212 A,BM 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3-31-Z213 2 2 2 313 2 3 4 2 2 3 2 2 3 4 3 5 2 3 3 2 2 314 4 5 2 4 2 4 5 212 212 212 48.000 PSF 79 79 C,D,E,F,G, 11,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2122221212132122133142133 - 342334342334315333431531345416314515 ABA 2 2 2 2 2 2 2 2 2 2 3 1 4 2 2 1 2 1 4 2 1 2 1 1 2 1 2 3 1 5 2 2 3 1 1 1 1 11 3 1 5 2 2 3 2 2 2 1 2 2 1 2 2 1 2 2 1 3 2 2 2 1 3 3 1 4 2 1 3 3 1 3 53.125 PSF 72 79 79 C,D,E,F,G, H, I,J, K, L 2 2 2 2 2 212 2 2 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 3 2 2 3 315 2 2 3 2 3 3 2 314 3 5l 5 212 212 212 213 314 313 314 313 414 416 314 415 -4T8- AB,M 2 2 2 2 2 2 2 2 2 2 1-1-4-211-3-14 354 2 2 3 2 2 3 2 2 3 -41:11415 2 -3T3 2 3 4 5 4 8 2 3 4 3 4 5 212 212 212 213 212 213 213 3l4111111111 315 313 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX ® 3 -812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD - 181/2° MAX. FROM TOP CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 16° MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 213 PRODUCT REVISED BungCyod�,wSbme>*iaiaa Amps= No � �O. £0 fterslip J.J. eP FJG Dew 10I07H1 Mfg 04101H1 ad11H8108 D wg RI"" NO CHANGES THIS SHEET NO CHANGES THIS SHEET dr1A)CWNERFAWl7WRQppm OTEDBYBIZE F.F.KMONS oxmaro 7 1070 TECHNOLOGY DRIVE NOKOMIS, FL NM P.O. egos UM NOKOMIS, FL34274 Puir Visibly artier ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT liatrabit sMOD I NTS 18 all I "w 4040 -20 I D „,•%0 �YtSts MIC(F ����� •% * c No *70g A LYNJtM441IIL)t,'P.E. FL P.E.# 68705 • • ANCHOR QUANTITIES SUBSTRATE: — ANCHOR TYPE: ---:"0 ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.126 22.888 28211 33.764 39.298 44.839 50.382 55.925 sas 0 "V'-V 0 O §N 0 0e- 0 U*§ 0 00 NU- O0 U2 O §NU 0 0 "Va(§'43"U� 0 0 0 0 § 2 "3- 0 3"a 0 § 0 "S 0 —C 0 a§-i§ 0 0 0 WINDOW WIDTH GLASS TYPE 18.126 D,E,F,J, K,L 1 _.1__.._ 1 1._ 1 .._1 .._2_.._ 1 1 2_._ 1 .. -2 1 2 1 2 1 2 1 2.......2_....2_ 1 1 1 - 2 .-. 1 2 1 2 ..... 1 3 _ 1 23...- 1 1 ...3... 1 2...3....3. 1 1 1 3......3_. 1 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 1 1 1 2 1 2 1 3.....3 1 1 2 1 3 1 ..3_...2.. 1 1 3 1 ..3._.3.._8. 1 1 1 3 1 1 1 2 2 3 4 32.000 D,E F,J, XL . 1 Y1 1 1- 1 1 1 2 1 2 1 2 2 1 1 3 2 3- 1 3 1 3 1 3 1 2' 1 3 1 --4 1 3 1 4 1 4 1 3. 1 4 1 5 1 3 1 5 3 2 37.000 PSF 2 1 2 3 2 3 79 3 3 3 3 3 3 4 3 3 4 3 4 40.000 D,E,F,J, K,L 1 1 1 2 2 1 2 2 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 1 1 1 2 2 3 40.000 PSF 3 79 79 4 1 3 1 3 79 5 1 3 1 4 79 48.000 2 7 D,E,F,J, XL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 5 b I 4 8 44.000 PSF 79 76 79 77 79 79 79 D,E,F,J, K.L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 8 1 1 1 2 2 2 3 3 3 4 4 4 4 3_ 5 4 3 6 6 4 6 6 48.000 PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 21 6 1 2 8 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 8 8 53.125 PSF 71 79 83 71 79 64 74 89 77 89 69 D,E,F,J, K,L 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 1 1 1 2 2 2 3 3 3 4 4 4 S 4 5 6 5 8 8 6 7 8 8 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGHT 12.778 16.778 18.778 21.778 24.778 27.776 30.778 31.106 SUBSTRATE: ANCHOR TYPE" c ag, `! o "5"8.3 p lQ� S p - § o — g rg� 'QNO'" S o U o $`.tQN $ u $'"8a 2.1 ESL o n'8-8a 2.1 P o `"� 0 N$ 0 ^.$i3y v N � WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 1 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 1 2 2 2 2 31213 31213 31313 41313 41314 41314 44.000 78 2 2 1 2 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 48.000 2 7 2 2 1 2 2 2 8 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 51314 61314 73 68 2 72 2 2 1 2 � 2 2 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4 °. ELCO TAPCONS 2 -1/4° ELCO 8S4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD - 181/2° MAX. FROM CORNERS JAMBS - 17112° MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 8" MAX BELOW MTG. RAIL 15° MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM At VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW blki WINDOWS ARE 12 5/8° MIN. TO 38" MAX p. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR aka FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE I8 AVAILABLE. A TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DPI JAMB BELOW MTG. RAIL 1RODUCT REVISED 6v41,4 ptaido C %%. t4:71'41 (4 nc;a -!e443/6 n wnaox J.J. Vex 10107/11 D NO CHANGES THIS SHEET 0met 04/01!11 11/13/88 7229108 0 tmtahmo 8 okp NO CHANGES THIS SHEET ENSIETWYMNAVEt STR/CTES 8Y B!ZE wa'2/23/07 10707ECHNOLOOYDRAM NOKOMIS, FL 34278 PA.8QDC 1828 NOKOME, FL 30274 PIT VW3/Y &roar ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT estuadie ea* 8H700 I NTS I 10 d 11 I 4040-20 D `a�tttnrrr „� `‘.‹Z?-* .•oa.1 LYNN * : No. 58705 siA A LYOIUILLLk, P.E. FL P.E.# 68705 • • EXTERIOR INTERIOR �% ALL HEAD AND SILL DETAILS) ® CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) } e. • OPTIONAL 1x • WOOD BUCK (SEE NOTE 4) liftsdIFF utut • ° 1 3/8° MIN., 1/4* TAPCON J 4.3/4" MIN., 1/4° CRETE -FLEX DETAIL A 1/4° MAX. SHIM 1/4° MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" MIN 1/4° MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN, CONCRETE .,1.° OR 1.6 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® 13/8° 1 3/8" 1/4" MAX. SHIM ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4°. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° S84 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPUCATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4° MA SHIM .131° DIA. MIN. z 21/2° NAIL, AT CORNERS AND 5° O.C. 1/4" MAX. SHIM DETAIL F, (HEAD) D FRAME .131° DIA. MIN. x 2 1/2° NAIL, AT CORNERS AND 60 O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131° DIA. MIN. x 21/2° NAIL, AT CORNERS AND 5° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE M-11 fir DETAIL G, (SILL) 1/4° MAX. SHIM WOOD FRAME babe 10107 /11 b NO CHANGES TMSSHEET Render Revadibc FJC Defeo 04!01/11 1 X3/08 flatirkez 0 Modem B NO CHANGES 77fl8SHEET n FJc 8/1/05 ever J.J. ADD �/J.RNANCNO�UPDA B116p R�1pHpI � NOTES. ADD NA7BG0 M t2/23/07 1070 TE0HNOLOGY DRIVE NOKOMIS, FL 34278 P.0. 139X 182a NOKOMIS, FL 84274 PST Vt>ib$ Berr�r ANCHORAGE DETAILS Thr ALUM. SINGLE HUNG WINDOW, IMPACT 811700 NTSI 11 a 11 w m 404420 I x D PRODUCT REVISED es complying with the Florida Amine= NO Exp * No. 65705 © stA ti•gr, Vs LYNN 1MILLVR; P.E. FL P.E.# 68705 • • MIAMI. COUNTY C1' BUILDING CODE COMPLIAN PRODUCT CONTR,`VIS 0 .y CE (BCCO) 00 OOOOOO NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 5) 375 -2901 FAX (305) 372 -6339 OA, `" * " wt w.rhaimidade.aov/buildinacode This NOA is being issued under the applicable rules and relations //���vverliittg the use of construction materials. The documentation submitted has been reviewed by Mi ade 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 C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 BRUCE P. ANCH2LL, AR Accepted CjAc As Noted 13 la Not Accelited-Rcsnbmit lj Action Not Requited .1-21S0 Date i3 u&y for conftirreance with clesitt ir'4Incept mit! eothrliatiO Wiet giien irt phans ces1 spedificttirThg. /teecotrte rigegoiAg a syseilie item 4Ittt.q not ii-411§1ite hpp,ovai ci• z t W1i ivnil is. a eOf!-If f MO shall it ccoi tYli M respongliAlity for iliits, tastitods. sequencelt 01- sal-ey ARC.1-117EcT'S ACCi.iirANC:E 19 PREDICTED fit4 APPROVAL BY VirlE FOLLCWING; CONTRACTOR til ow. N'tit- Li rviEP ENGINEER Aug CIVIL ENdiNE0 U STRLICT. EDIGR, rini P.ANose. Altiqft: • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITI 0-D A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", its 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared 1 } `,'anufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS . ,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 two outswing alumint casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Re! . No. FTL 3587 dated 10/8/02, signed and sealed by Jo e . h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0 .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEa 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FE 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 -9- along with marked -up drawings and installation diagram of one outswing alp: `hum casement window, prepared by Fenestration Testing Laboratory, Test Report . FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. 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 three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 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 & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for the es C -740 Aluminum Casement Window — L.M.I., approved , 0 3/06, exp',E� • v • 15/22/08. Manuel P - P.E. Product Contro iner NOA No. I 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 • • NOTES: LARGE MISSILE WINDOWS • 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. CONFIGURATIONS OPTIONS ( x 0 x 0 x x 0 x X 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 E. 13/16° I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16° I.G. GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 41 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 1 3 3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4° FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS • MAX. 13" SPACING (2) ANCHORS 3° APART AT MID -SPAN Ao SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMIT A WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON' ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. Kew, Ss FK emvmsr F.K Dale: 3/25/03 Dare: 6 ADD 13/16' LG. & MOVE GLAZING DETAILS TO SHEET 2 7/10/03 nad. 623/05 Rannass NO CHANGE THIS SHEET F.K Retisionx ADD 76' HT, GLASS TYPES FAND G. REVISE ANCHORAGE. Draam Sr Dar Checked By. F.K. 12/17/02 Da": 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOV93. FL 34274 PST' Visibly Better Deq�g"n; NOTES AND TA' ,r CONTENTS nate ALUMIN(1' r EMENT WINDOW, IMPACT �mue SOwt 1 13 Iwee°"o "..: fVTS m 7045 -8 J D CA -7-' PRODUCT glE411P. },g;Q as "srs7,0,0 •.viib 11ss Ellecidg 9aidizg fl:a. Aerc•0¢rrr:- Lucas A Turner, P.E PE 058201 • • • A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 86 j 13/16" --I I-- 1/8" HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS h- .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT 1— STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16° 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL RM"9r F.K. Raeder F.K. Ro"aer F.K. Deb: 326/03 am: 7/10/03 Revewix 6 Reviews: REDRAW GLAZING DETAILS & ADD 13/16•1.0, NO CHANGE THIS SHEET Gram By F.K. 6/23/05 mm 03/25/03 Modal El, ADD 13/16' LAM( LG. W /7 /16'LAM1 & CORRECT 5/16' LAME DETAIL Gem: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PGT Visibly Better GLAZING DETAILS /- ALUMINUM CASEMENT" ti /INW, IMPACT aocrwau sar Is� 'a 93 7045-8 64-745 NTS 7RS3mr.:r• ;sr sr :•yliaA ( %ZI /per Lucae A. Turner, P.E. PE 630201 Mechanical • • • CENTERLINE 1 1/2" ANCHOR LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. f 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30° MAX. DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT - OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 74° MAX. WIDTH 30" MAX. DAYLIGHT OPENING / SEE MEETING RAII/DETAIL . (2) 4° MAX. 4° MAX. 30" MAX. DAYLIGHT OPENING 0 69" MAX. DAYLIGHT OPENING A 76° MAX. HEIGHT � J - 14 1/2° MAX. O.C. TYP. ELEVATION °B" - "XX° (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT 37" MAX. VENT TYP. 1 3 " MAX. O.C. ----1- 141/2" MAX. O.C. VENT HEAD 8 ALL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. ()- ELEVATION "A" - "XOX° (SEE SHEETS 7 -9 FOR PRESSURES) aemer F.K aaMeF F.K Reader F.K X5103 mm 7110/03 1323/05 8 awmma nevams CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX HT TO 7E7 AND MAIL DLO TO 6r Om ex F.K 12117/02 1070 TEC(OWCOGYDRNE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 /, XX'& XOX"" lATIONS ALUMINUM' CASEMENT WINDOW, IMPACT �� �- r aae� lir, / NTS I 3 a 13 7045 -8 r /' D PRODUCT RENVIVED as emnitio2 nth flee [lauds AEEaldtn fes,:e L�cp:c; ire >:' --• H 440'3690 3 A Lucas A. Turner, P.E. PE 058201 Mechanical / / / )'‘ / \ \ \, / O . \ / /X\ / 4 0 69" MAX. DAYLIGHT OPENING A 76° MAX. HEIGHT � J - 14 1/2° MAX. O.C. TYP. ELEVATION °B" - "XX° (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT 37" MAX. VENT TYP. 1 3 " MAX. O.C. ----1- 141/2" MAX. O.C. VENT HEAD 8 ALL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. ()- ELEVATION "A" - "XOX° (SEE SHEETS 7 -9 FOR PRESSURES) aemer F.K aaMeF F.K Reader F.K X5103 mm 7110/03 1323/05 8 awmma nevams CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX HT TO 7E7 AND MAIL DLO TO 6r Om ex F.K 12117/02 1070 TEC(OWCOGYDRNE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 /, XX'& XOX"" lATIONS ALUMINUM' CASEMENT WINDOW, IMPACT �� �- r aae� lir, / NTS I 3 a 13 7045 -8 r /' D PRODUCT RENVIVED as emnitio2 nth flee [lauds AEEaldtn fes,:e L�cp:c; ire >:' --• H 440'3690 3 A Lucas A. Turner, P.E. PE 058201 Mechanical • 1 • DENOTES HINGE LOCATION AT HEAD & SILL OF "X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 3r MAX. WIDTH 30" MAX. — DAYLIGHT — OPENING 13" MAX. O.C. 4" MAX. A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT �( 14 1/2" 4" MAX. O.C. ELEVATION "D" - "X° (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13° MAX O.C. 30° MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 4' MAX. 4" MAX.] (--- ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 1-- -1--13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4° MAX �I I \ J 1 . .1 13' MAX. O.C. 14 1/2" MAX. O.C. VENT 4" MAX. — j I •— HEAD & SILL ONLY 111��� 37° MAX. VENT - 60" MAX. FIXED ELEVATION "F° - "XO" & "OX" UNEQUAL LITE (SFr °`tctTS 8-9 FOR PR SSURES) I p 69° MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) Arad By Gam FJC 325/03 Rand Br Oar FK 623/05 Road* Oaf: F 7/10/03 Damn By Oetx F.K 12/17/02 Bewmn B aeb°au CHANGE SHEET NO. REFERENCES ADO HINGE DETAIL & HINGE LOCATION NOTES D CHANGE MAX. HT. TO 76* AND MAX DLO TQ 69" c/ _r B"/" I . F.K 1070 TECHNOLOGY DRIVE NOXOMIS. FL 34276 P.OMO. IB. BOX 1629 NOX FL 34274 •l'" O° XO° & OX °ELEVATIONS Aft A 76" MAX. HEIGHT PRODTJC4 REPoEWED a"aosp:44,RE htheFN1 413r34/4'S/• Vrrro rye — �L- I(72, Vac 1 (," ALUMINUM CASEMENT WINDOW, IMPACT SeastrAbeet CA -740 NTS 4 13 I mwony", Lucas A Turner, P.E. VW " a 7045 -8 p PE ft58201 Mechanical • • • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19 1/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 - 66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -88.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 - 45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 38 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -80.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 -44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 ' �� nada Air ..: - 2 1 . ``�H, f*A .I B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PRODUCE RENEWED as complying with the Fls$tk Raiding Cads; TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 0 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 1"k rL2ace 79 !U II nor % i. NOTES: Q X /1 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 7° Lucas A Twrer, P.E. PE #58201 Mechanical Rawl By F.K care: 3/)6513 A Revanor B ADD GLASS TYPEE TO TABLES 184 ��,} R -r"!- 0 _% SSURE.* X COVW WINDOWS amNer FJC us", 7/10513 ann.. C NO CHANGE THIS SHEET f070TECHNOLOQY DRIVE NOKObl1S, FL 34275 PA. BOX 1520 NOXOMIS, Ft 34274 �� ,t.�ri.:,. L " r� ALUMINUM CASEMENT WINDOW, IMPACT aomsr FK nmwsr F.K m. 823405 72/97/02 aawmP O - c° yaygr REVISE ANCHORS 8ADD 7r HEIGHT OPTION D.�: . �. _ �` Rte+ CA -740 sm, NTS .- 5 > 13 �� 7045.8 aK D • • • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG 37 I A -75.0 POS 70.0 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 43 IA -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 48 IA -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 531/8 IA -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 57 I A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 60 IA -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 64 IA -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 68 IA -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 72 I A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 74 I A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 X X TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Data Ite ietwn F.K 6/23105 REVISE ANCHORS & ADD TABLES 76* HEIGHT OPTION 0'0 F.K 12117/02 Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1524 NOKOMIS, R. 34274 PST Visibly Better tam '+o a • y,u Nb11de • O-II 1 PRODUCT FIENEWED ea complying with the Flab Mang Cade flea LCLG Mt= Dade Product ° : :. :�;:`'►� PRESSURES- v' ,-J. WINDOWS ALUMINI'_ 1,th*11T WINDOW, IMPACT - ass. ...TS 1 6 d 13 I 7045-8 `s� (1' 2., ,./ ai Lucas 5, Turner, P.E. PE 658201 ,.._,MBDhatdec' • • • COMPARATIVE ANALYSIS TABLE 6. °0° & 1/4-12-1/4 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4808 GLAZING OPTIONS: A. 5116° LAMI (1/7A,.090,1/8 "HS) B. 5/17 LAMI (1/7HS,.090,1/8 "HS) C. 7119' LAMI (3f18°A,.090,3/16"HS) E. 13/18° LAMI (1/71-1S,3/8° SPACE,5/16" LAMI -W/ 1/811S,.090 1/811S) F.13/16" LAMI (1/8 °A,AIR SPACE,7/16" LAMI -W/ 3/16°A,.090,3/18 1HS) HEIGHT WIDTHS "0° °XOX" A 26 31 36 38 3/8 48 50 5/8 54 57 60 67 72 76 NEG POS NEG -75.0 70.0 -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -70.4 POS NEG -60.4 POS NEG POS NEG - 54.3 54.3 -51.1 POS NEG POS NEG POS NEG 36 72 70.0 60.4 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 70.0 -76.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -73.7 70.0 70.0 -90.0 -67.9 70.0 67.9 -90.0 -59.0 70.0 59.0 -90.0 70.0 -90.0 - 52.8 52.8 -49.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 37 74 49.9 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 3912 79 A -75.0 70.0 -75.0 70.0 -87.8 67.8 -82.1 62.1 -55.7 55.7 -49.8 49.8 -48.9 48.9 -41.1 41.1 -38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 42 84 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 68.4 -83.3 63.3 -90.0 70.0, -90.0 - 58.4 56.4 -53.4 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -832 70.0 -55.0155.0 -55.01 55.0 53.4 -50.0 50.0 -44.3 44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 45 90 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.8 -59.3 59.3 -90.0 70.0 -90.0 - 53.6 53.6 -50.9 70.0 -90.0 70.0 50.9 -47.5 47.5 -44.7 44.7 -79.7 -42.1 70.0 -75.6 70.0 -55.01 55.0 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -882 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 48 98 A -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 61.1 -55.1 55.1 - 51.4 51.4 .48.8 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 -38.4 69.2 b5.01 55.0 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -76.0 70.0 70.0 -90.0 -60.8 70.0 60.8 -90.0 -51.3 70.0 51.3 -90.0 -48.3 70.0 -80.0 -52.7 70.0 -88.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 67.3 -64.1 -55.411 55.o -53.21 632 5012 101 48.3 52.7 -48.7 48.7 -46.9 46.9 -43.5 43.5 -41.3 41.3 -392 392 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -76.7 70.0 -70.3 70.0 -68.8 66.8 -63.5 531/8 108 3/8 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 48.1 46.1 -442 44.2 -40.1 40.1 -38.0 38.0 -60.5 60.5 -55.01 55.0 -52.61 52.6 36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -58.2 70.0 58.2 -90.0 -47.9 70.0 47.9 -90.0 70.0 -88.6 70.0 49.1 -76.4 70.0 -71.1 70.0 -57.3 57.3 -53.81 53.8 64 108 -44.5 44.5 -49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35.9 35.9 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -86.9 5512 111 A -75.0 70.0 -57.1 67.1 -46.4 46.4 -43.3 43.3 -47.5 70.0 -75.0 70.0 -70.1 70.0 47.5 -43.9 43.9 -42.2 42.2 -40.8 40.8 -39.1 39.1 -59.1 59.1 -56.4 -52.81 52.8 -48.41 48.4 -372 37.2 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 -4521 45.2 C,F A -90.0 -76.0 70.0 70.0 -90.0 -56.2 70.0 58.2 -90.0 -44.8 70.0 44.8 -90.0 -42.1 70.0 42.1 -84.3 -46.2 -60.1 60.1 -57.5 57.5 -54.8 54.8 -51.11 51.1 57 114 48.2 -42.5 42.5 -412 41.2 -39.8 39.8 -38.5 38.5 38.7 -34.8 34.8 B,E -75.0 C,F -90.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 -754 70.0 -73.3 70.0 69.8 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 6812 60 117 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 - 70.7 70.0 -68.7 66.7 44.8 -41.3 41.3 -40.2 402 -58.7 58.7 -55.9 55.9 532 -49.4149.4 -4521 45.2 -38.7 38.7 -37.6 37.6 -36.1 -34.2 342 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -722 70.0 -88.4 08.4 120 CF A 90.0 70.0 72.9 70.0 -90.0 70.0 -90.0 -53.4 53.4 -42.2 9.E -76.0 70.0 -75.0 70.0 -76.0 70.0 -90.0 42.2 70.0 -39.7 -75.0 39.7 70.0 -43.5 43.5 -40.4 40.4 -392 392 70.0 -75.0 70.0 -75.0 70.0 -41.7 41.7 -73.3 70.0 -71.0 35.5 -33.7 33.7 TABLE 7. NY 8 1/4-1/2-1/4 XOX WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16° LAMI (3/16°HS,.090,3/1THS) TABLE 7A. TEST REPORTS: FTL-4607, FTL-4808 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS (IR A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 4 2 4 Render. F.K MAX 326/03 ReHSbv B ADD GLASS TYPE TO TABLE !lender mb. FK 7/10/03 Rentler Dare: F.K. 023/05 onmer oars F.K. 12/17/02 R°vWmn' C NO CHANGE THIS SHEET ReWb,a D CHANGE ANCHORS AND ADD 717 HT. OPTION Chodeca 8y Date: NOSOMIS„ FL 34275 BOX 1529 NOKOMIS, FL 34274 574c4,76g.' NISI 7 a 13 7045-8 '1 Lucas A. Turner. P.E. PE 058201 Mechanical • • • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 - 60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -88.4 68.4 -63.9 63.9 -60.0 80.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 84 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 -58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 81.8 -55.1 55.1 -51.9 51.9 - 48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9_ -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. . "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16° LAMI -W/ 1/8 "HS,.090,1/8 "HS) ALL "XO" OR "OX° SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63° HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL °XO° OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 1 3 X 1 3 0 1 3 X X O O X TABLE 10A. °XO" or "OX" & "1/3- 1/3-1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16° LAMI (3/16°A,.090,3/16"HSj' F.13/16" LAMI (1 /8 °A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) A ALL "XO" OR "OX° SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 76" HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rama 117: F.K. 0 3/25/03 B ADD GLASS TYPE E TO TABLE 9 Rand By F.K Data 7/10/03 Ravisbrar NO CHANGE THIS SHEET Pdar F.K Data 5/23/05 Rerisbas CHANGE ANCHORS AND ADD 75" HEIGHT OPTION C+aemer nee: Clmted By Dale: F.K 12/17/02 1070 TECHNOLOGY DRIVE NOKOMiS, FL 34275 P.O. Sox 1529 ROKOMIS, FL 34274 P Visibly Better PRESSUP' X & 1/3- 1/3- 1 /3XOX WINDOWS Al <- CASEMENT WINDOW, IMPACT Meat grew NTS 8 at 13 7045-8 Rev D PRODUCT RENEWEI9 is complylagail8 the Flardc Raiding Cm.Eo Aomptene No Lucas ATonmr,PE. PE 958201 • • COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 A. 5/16" LAMI (1/8 "A,.090,1 /8"HS) B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) C. 7/16" LAMI (3/16 °A,.090,3 /161 -IS) E. 13/16" LAMI (1 /8°HS,3 /8" SPACE,5 /18" LAMI -W/ 1/8 "HS,.090,1/8 "HS) F. 13/16" LAMI (1 /8 "A,AIR SPACE, 7 /18" LAMI -W/ 3/16 "A,.090,3 /18 "HS) HEIGHT WIDTHS ALL °XOX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL °XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH 28 36 383/8 43 48 50 5/8 54 57 60 83 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG1POS NEG1 POS NEG1POS 69.284 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -84.9 64.9 -60.6 60.6 -58.1 58.1 - 56.1 58.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 -55.01 55.0 -55.01 55.0 88.919 24 38.919 A -75.0 70.0 -69.1 89.1 -83.4 63.4 - 56.5 56.5 -50.4 50.4 -47.5 47.5 44.1 44.1 41.8 41.6 -39.2 39.2 - 38.9 38.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 95.973 27 42.973 A -75.0 70.0 -80.5 80.5 -57.2 57.2 -82.1 62.1 -55.2 55.2 -52.8 52.6 49.1 49.1 -48.2 48.2 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 108.649 30 . 48.849 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 -40.1 40.1 - 38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -89.7 89.7 - 88.3 88.3 -83.1 63.1 - 55.0155.0 - 55.0155.0 - 52.21522 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 - 48.8 48.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 - 38.8 38.6 - 38.6 38.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -732 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 88.3 - 84.8 64.8 -81.4 61.4 -58.8 58.8 - 55.0155.0 - 50.9150.9 47.7147.7 122 33.887 54.827 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 - 48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 89.4 - 84.7 64.7 -81.0 81.0 -58.4 58.4 -65.7 55.7 - 52.1152.1 - 47.7147.7 - 44.8144.6 123.135 34 55.135 A -75.0 70.0 48.8 48.8 43.8 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.8 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 88.8 -84.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 - 51.5151.5 - 47.2147.2 -44.0144.0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 - 48.7 48.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 - 36.9 38.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 ;82.8 70.0 -71.3 70.0 -87.3 67.3 -62.5 62.5 -59.2 59.2 - 56.558.5, -53.8 53.8_-50.11 34.3 50.1 - 45.8145.8 - 43.0143.0 130 35.898 58.209 A -74.4 70.0 - 43.6 43.6 -41.2 41.2 - 45.1 45.1 -41.5 41.5 - 40.4 40.4 -38.9 38.9 -37.7 37.7 - 38.2 382 - 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 438.8 68.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 85.3 -80.8 60.6 -57.8 57.6 - 54.7 54.7 -51.9 51.9 - 48.1148.1 - 43.9143.9 -41.9141.9 130.378 36 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 - 38.8 38.8 -37.6 37.6 - 38.1 38.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 438.5 88.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -89.1 69.1 -65.1 65.1 -60.5 60.5 - 57.4 57.4 - 54.8 54.6 -51.7 51.7 -48.01 48.0 -43.8143.8 -41.8141.8 134 37 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 - 38.7 38.7 - 35.5 35.5 - 33.7 33.7 60 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 87.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 87.3 -83.3 83.3 -59.1 59.1 -55.9 55.9 -53.0 63.0 - 50.0 50.0 - 48.3146.3 -42.81 42.8 -40.81 40.8 °XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX° UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18° LAMI (3118"HS,.090,3/16"HS) ALL °XOX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL °XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH I -90.0 70.0 TABLE 12A. °XO" or °OX° & °XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL4607, FTL-4808 GLAZING OPTIONS: D. 7/16" LAMI (3/18"HS,.090,3/18 "HS) G. 13/16" LAMI (118 "A,AIR SPACE,7/18° LAMI -W/ 3/16"HS,.090,3116"HS) ALL "COX" SIZES LIP TO 134° WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97° WIDE x 76" HIGH WITH 37° MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCON' 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Recd 8y, F.K Date: 325/03 Rermwa: 8 ADD GLASS TYPE E TO TABLE 11 Rand8r FJC Dffie 7/10/03 Rene: NO CHANGE THIS SHEET Rage Br F.K 523/05 Rev9gro: CHANGE ANCHORS AND ADD 76" HEIGHT OPTION IDm° Br F.K 12)17/02 clecke48r Derr: 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better • t PRESSURES- CONFIG. XO, OX & XOX ALUMINUM ,•'- fMENT WINDOW, IMPACT Satelbraft CA-740 • .ITS D,m®R° 9 d 13 7045 -8 x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL LITES PROMO' 9E2Ewa% ise carAptA;?.,i11: eaa FRCVS Behave Cek: Aese;>L^'-- Lucas A. Turner, P.E. PE 958201 Mechanical • • • REFERENCE "XO " & "XOX"FRAME ASSEMBLY DETAIL, SHEET 11 6, MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) 0 CD CD REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11® MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3). MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX 0 CD REFERENCE ASSEMBLY DETAIL, SHEET 11 , MAX. VENT I1`''`�� L DAYLIGHT OPENING . (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX taDDC'cTREVISBD ampsiorkss with Ow NNW NO* chei 8 MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCT RENEWED ae complying with the Ridding Coda Acceptance Nn // • 2.013 VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT Rey, Row F.K 3/2610.3 Raw Dodo F.K 7110/03 Reader. Oa lo. F.K 623/06 ter uana F.K 12/17/02 8 ADD 13/16' 1.G. GLAZING BEAD ITEM Redder= C SHOW TOP HINGE R"Kmx O CHG SHT. NO. REF. AND ADD ITEM EIS CJmv®dar me. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1628 NOKOMIS; FL 34274 SECTIONS ALUMIN` :$EMENT WINDOW, IMPACT Visibly Better E>M ... , • sim.e I mwa,ylm ca j NTS 10 > 13 7045-8 D ivsopr Lucas A. Turner, P.E. PE 858201 Mechanleal • • • FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3° APART AT MID -SPAN °X° FRAME JAMB / "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL A 1.376" .095" 440° CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .434" 7 2.854° .062° NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A Road eir oam: F.K. 325/03 "ender F.K. 7/10/03 Rasa IBS F.K 6/23115 on"ner owe F.K. 12/17/02 aevman S NO CHANGE THIS SHEET Reviskaric C NO CHANGE THIS SHEET RenriffilteC D ADD MEW 69 Chdmdey 42 1070 NONOMI , FL 342 511E PST NO TECHNOLOGY 30275 P.O. BOX 1529 NOK0463, FL 34274 Visibly Better .062" NOM. 2.919" L2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A EXTRUSIONS & AS .;DETAILS ALUMINUM C' •7T WINDOW, IMPACT s.;enude r CA-740 . 11 a 13 7045 -8 PRODUCT RENEWED as cs:mplying alhh t1m Mitt 3e41I96 Cris Aeee0S004 140 Date 3 E1121 /vim Luca A Tamer, P.E. PE 658201 • • • PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 70054 1/2"XIMIC1/31° CLOSED -CELL FOAM TAPE 5 70034 781PQA SASH - TOP, BOTTOM & SIDE RALIS 6 1155 781PQA #8 X I QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI-POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 3 /16A & 3 /1611S GLASS wrni A14.090 INTERLAYER - SOLUTIA OR DUPONT PVB #10-24 X.562 PH. PN. TYPE F 12 7014 3/16HS & 3 /I6HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI-LOCK KEEPER (R.H. & LH.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TJE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8. 32X.375 PH. PN. TYPE B 21 7032 STUD BRACKET (La & ILH.) 22 7858ZA #8 X 5/8" FLT. PHI. SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12° HINGE (HEAVY DUTY) 26 710x12FP #IOX.500PH.PHL 30 5/16" LAMINATED (1/8A & 1/8HS GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16° LAMINATED (I/811S & 1/8115 GLASS) .090 INTERIAYER - SOLUITA OR DUPONT PVB 32 7/16" LAMINATED (3/164 & 3 /I6HS GLASS) .090 INTERLAYER - SOLUTTA OR DUPONT PVB 33 7/16" LAMINATED (3 /I6HS & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7 /16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE -DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 616331. SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB #8 X .500 SQ. PN. TER SMS 67 70044 67004 CASEMENT FRAME ASST. TUBE 68 7I2X1PPT #12X1 ° PH. PHIL TEIL 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP-ON T- IOANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 70054 FDIED WINDOW FRAME - 11EAD, SILL & IAMBS 81 1155 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (1/118, AIR SPACE, 5 /161AMI) 5/16" LAMP= (2) Inn OF I /8"HS GLASS WTTH AN.090 WTERIAYER- SOLUTIA OR DUPONT PVB 87 13/16° LG. GLASS (1/8°115, AIR SPACE, 7 /16°IAM8) 7/16° lAM1= 3 /16A & 3 /1611S GLASS wrni A14.090 INTERLAYER - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/8 "HS, AIR SPACE, 7 /16 °LAMI) 7/16° IAMI = 3/16HS & 3 /I6HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" 1 v .865" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523"– ►Ir .050° �-IhiF .865" 41 7/16" GLAZIBEAD MAIL: 6063 -T6 DWG# 7042 040" r' 1.000" I —1 .423" ---I 50 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 993° 289" .04U" .172" .870" .050" 11--1 _ I-- .569" 0 13/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125 " — 1.124 °I -- INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 .062"�I I� .093" 0 CASEMENI ASSEMP ' MAC ,:I63 -T6 7004A aw.ee7. F.K U: 3/25/03 aecaorze. B ADD 13/16- LG. GI A9S 8 GLAZING BEAD ae.m F.K Dow 7/10103 ReNsizac NO CHANGE THIS SHEET rsenae7 F.K 823/05 aeawes ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 On"e6r F.K 12/17/02 Cteva'09), Dale: 1070 TECHNOLOGY DRIVE NDXOMIS, a 30275 P.O. BOX 1529 NOKOMIS, FL 34274 P 2.701 TPARTS LIST & EXTr JNS ALUMINUM Co r4ENT WINDOW, IMPACT 1 12 d 13 7045-8 Visibly Better D 11/z.(/2C Lutes A.1 umer, P.E. PE 958201 Mechanical 1 • 1 • A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM - r ASEE NOT._ z 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM - fl ASEE NOTE 1 A SEE NOTE 4 1/4° MAX. SHIM ASEE NOTE 1 -----rifi 6 4in1:141,,:„,!,„„,.. .• . 1 • 1 1/4" MIN. A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 r- A SEE NOTE 2 A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2° THICK __J11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE A SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 T ' 61x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 1 A SEE NOTE 4 11/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK SEE NOTE4 11/4° MIN. FIXED UNIT FRAME TO CONCRETE r A SEE NOTE 4 • X11/4 °+ MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. r Rend Br We Remaking F.K. 3/25/03 B NO CHANGE THIS SHEET Read Ely Oaf Revbba F.K. 7/10/03 C Reveler Ome: ReNtlarm¢ F.K 023/05 D Ov.eB$ Bare [:MdedBt F.K 12/17/02 NO CHANGE 11415 SHEET REVISE NOTES AND REMOVE 3/16' TAPCONS & 614 SCREWS 1070 TECHNOLOGY DRIVE NORMS, FL 30275 �T P.O. BOX .1529 NOKOMIS FL 34274 Visibly Better ANCHORAGE DEE/TAJLS ALUMINUM GA -iati I'a WINDOW, IMPACT swank. CA-740 �L1°"' mmym grs 13 d 13 7045 -8 D !' • ARCH ALUMINUM & GLASS CO., INC. e 3 >>10.vs S Miami -Dade County N.O.A. Arch Aluminum & Glass Co., Inc. www.archaluminum.net www.hurricanecodes.com A.Itcal.r8CT 0 Not. Acepted-Resubmit Accepic-d As Noted L't° Action Not Required Date Z 6° (I oat./ for confortnarwe with desl.a-rt concept and comnilance ;niorrirticn vent in plaia.; specifiatians. The Architects rev;,,,-:. or •!..,!.. Spi.lc:itic itera shill not indicate GI' arisvnitiy oI whIcit item a compor.ent, nor shall it of Ns re,sponsii:ility for moans, methods, sequence§ saf.tty nf eons:re:3:mi. ATZCHITECT'S ACCEPTANCE IS PREDICTED ON APPROVAL BY TIM FOLLOWING: CONTRACTOR O MEP ENGINEER STRUCT. ENGR. • O OWI'•IER O CIVIL ENGINEER U-LA-NDSC • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Arch Aluminum & Glass Co., Inc. 10200 NW 67th Street Tamarac, FL 33321 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 aLowed 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 "3100/L- 3100" Aluminum Window Wall System - L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -83, titled "Series 3100/L -3100 Window Wall System (L.M.I.)", sheets 1 through 11 of 11, prepared by AL- Farooq Corporation, dated 09/15/2003, with the latest revision G on 10/15/2008, signed, sealed and dated 10/17/2008 by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and Olfollowing statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0529.07 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E. 0' al /f/08 MIAMI -DADE t OUNTY, FLORIDA METRO -DADE F . ,GLER BUILDING 140 WEST FLAGLER Si 'ET, SUITE 1603 MIAMI, FL. `'`UA 33130-1563 (305) 375 -2901 FA. "305) 372 -6339 www.miamidade.eov. `''ildingcode NOA No 08-1024.04 Expiration Date: March 31, 2010 Approval Date: January 2, 2009 Page 1 • • Arch Aluminum & Glass Co. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. W03 -83, titled "Series 3100/L-3100 Window Wall System (L.M.1.) sheets 1 through 11 of 11, prepared by AL - Farooq Corporation, dated 09/15/2003, with the latest revision G on 10/15/2008, signed, sealed and dated 10/17/2008 by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5140, dated 01/20/2007, signed and sealed by Michael R. Wenzel, 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 along with marked -up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3942, dated 02/03/2004, signed and sealed by Edmundo Largaespada, P.E. "Submitted under NOA# 05- 0906.04" 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3634, dated 04/24/2003, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 05- 0906.04" C. CALCULATIONS 1. Anchor Calculations and Structural Analysis, prepared by AL- Farooq Corporation, dated 10/14/2008, signed and sealed by Dr. Humayoun Farooq, P.E. Complies with ASTM E1300 -02 E -1 J Fitz A. Harris, P.E. Product Control Examiner NOA No 08- 1024.04 Expiration Date: March 31, 2010 Approval Date: January 2,2009 • • • Arch Aluminum & Glass Co. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letters of conformance,.compliance and no financial interest, dated 10/14/2008, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5140, dated 02/08/2007, signed and sealed by Michael R. Wenzel, P.E. 3. Statement letter of addendum by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5140, dated 11/20/2007, signed and sealed by Carlos Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0529.07, issued to Arch Aluminum & Glass Co., Inc. for their "Series L -3100 Alum. Window Wall System ", approved on 12/27/2007 and expiring on 03/31/2010. E -2 Fitz A. Harris, P.E. Product Control Examiner NOA No 08- 1024.04 Expiration Date: March 31, 2010 Approval Date: January 2,2009 • • • D.L OPG. SEE SHEET 2 !A1 D.L. OPG. SEE SHEET 2 24' MAX. h. HEAD D.L OPG. SEE SHEET 2 E1; s 0 N CW 4 N 4* MAX. \ HEAD /SILL CORNERS ANCHORS TYPE A, 8 OR C ,' 1, 2 OR 3 AT JAMBS SEE SHEET 7 REINFORCING READ. FOR LENGTHS GREATER THAN 60 IN. 24' MAX. SILL MAX. MULLION SPACING SEE CHART SHEET 3 SERIES 3100/L -3100 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI —DADE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM WINDOW WALL OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. SEE 'ARCH AU IMPACT DOOR FOR DOOR RA & DETAILS. II #To=_ =boo ANCHORS TYPE A, B OR C -1, 2 OR 3 AT EACH SIDE OF MULL SEE SHEET 7 TYPICAL ELEVATIONS INSTRUCTIONS; USE CHARTS AS FOLLOWS. 5112 _1. MEal SIEPA DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASK 7 STANDARD. SEE CHARS ON SHEETS 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 THRU 8 THE CAPACITY SHOULD O(CEED THE DESIGN LOAD. USING CHART ON SHEET 7 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. ANCHORS TYPE A. JAM B 0R C '-1, 2 OR 3 AT BS SEE SHEET 7 THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT.' SHUTTERS ARE NOT REQUIRED. Emir. DR. HUMAYOUN FAR000 STRUCTURES FL A. PEI 18567 C.A.N. I8 / N .� 1 .k a 7111,1, E,:i'Airk C. r, T:apin9ica ago • e_ g Sy aticro ra r Coti ,a1 Division gg cR Dog 818 ?8 s (sheet 2 of 11) • • • GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - P8F NOMINAL DIMS. GLASS A' GLASS 'Al' GLASS B' & '6I' NOMINAL DIMS. GLASS '8' & '81' NOMINAL DIMS. DLO. 1 D.LO. WIDTH 1 HEIGHT UT. ( +) MT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) D.LO. WIDTH D.LO. HEIGHT EXT. ( +) INT. ( -) D.LO. D.LO. WIDTH HEIGHT GLASS GLASS 'A' 'Al' EXr..( +) EXT. ( +) INT. ( -) MT. ( -) G1A35 'B' & '81 NOMINAL DLM9. GLASS 'B' & 'Bl' EXT. ( +) INT. ( -) D.LO. D.LO. WIDTH HEIGHT EXT. ( +) INT. ( -) 20" 28' 32' 38' 44° 50" 58' 62" e8° 72" 68° 70.0 70.0 70.0 80.0 100.0 70.0 80.0 80.0 80.0 100.0 100.0 100.0 70.0 70.0 70.0 80.0 80.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 70.0 100.0 20' 28° 32' 38' 44' 50" 56' 62' 68' 98" 100.0 100.0 100.0 100.0 100.0 100.0 90.3 81.7 75.4 100.0 20° 26" 32" 38" 44' 50' 58" 62" 68° 72" 74' 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 20° 28' 32° 3e' 44' 50' 58' 82" 104° 100.0 20" 28" 32" 38° 44' 50" 88' 82" 88° 72" 68- 70.0 80.0 70.0 80.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 100.0 20" 28' 32' 38° i 44' 50' 58 82° 68' 98" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.8 84.9 76.5 70.0 100.0 88.4 92.5 20' 28' 32' 38" 44° 50° 58' 62' 68' 72' 80' 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 20" 28• 32' 38" 44' 50° 56' 62" 110 100.0 100.0 100.0 20° 28" 32• 38" 44° 50' 58° 62° 88° 72" 74° 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 20- 28' 32" 38° 44- 50° 58' 62" 104• 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 70.0 100.0 100.0 100.0 100.0 100.0 93.1 80.2 72.0 70.0 80.0 100.0 70.0 100.0 100.0 92.1 87.0 20' 26" 32" sr 44' 50" 56" 62° 68" 72° 88" 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 20' 28' 32" 38' 44° 50' 58' 58 -3/4' 118' 100.0 100.0 100.0 100.0 100.0 20" 28' 32" 38° 58' 82' e8' 72' 80' 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 20" 26" 32" 38" 44' 50" 58° 82" 110 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 70.0 80.0 100.0 70.0 100.0 100.0 100.0 100.0 89.4 78.0 71.8 70.0 80.0 100.0 70.0 80.0 100.0 70.0 100.0 70.0 100.0 93.7 88.1 81.7 20" 26" 32' 38' 44' 50' 56' 62' 88- 72° 92" 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 100.0 70.0 98.3 87.4 80.7 78.8 20' 28" 32" 38° 44" 50" 58° 82° ea" 72° 88' 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 20" 28' 32" 38' 44' 50" 58' 58-3/4 118" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.4 70.0 60.0 100.0 70.0 80.0 100.0 70.0 100.0 70.0 100.0 100.0 100.0 100.0 20' 2e' 32' 38' 44' 50" 58' 62" es" 72• 92" 70.0 00.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 80.0 100.0 70.0 100.0 70.0 100.0 100.0 100.0 100.0 `-1/4° HEAT STREN'D GLASS .090 PVB INTERLAYER C SAFLEX/KEEPSAFE 1/4" HEAT STREN'D GLASS 1/4° HEAT STREN'D GLASS \ .090 PV8 INTERIAYER 1�I SAFLEX/KEEPSAFE 11 ■I i 1/4' HEAT STREN'D GLASS 1/2' AIR SPACE 1/4" TEMP. GLASS GLASS TYPE 'A' 9/16' NOMINAL OVERALL GLASS TYPE 'Al' 1 -9/32° NOMINAL OVERALL 1/4" HEAT STREN'D CLASS 100 PV8 INTERLAYER SAFLEX HP 1/4" HEAT STREN'D GLASS 1/2" AIR SPACE 1/4" TEMP. GLASS z GLASS TYPE 'B' 9/18° NOMINAL OVERALL 0.LO. O.LO. WIDTH WIDTH GLASS TYPE 'BI' 1 -9/32° NOMINAL OVERALL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) firyr. DR. HUMAYOUN FgR000 RA PE 15557 E.A.N. STRICTURES 3s TrIcomplyby •' 'PIc7nuT Ri:lcRS. tOIN 8 n M 00 0 v 5S J 0 8 2 U e I; t. drawing no. W03 -83 ;;i d'= O ii GLASS TYPE 'BI' 1 -9/32° NOMINAL OVERALL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) firyr. DR. HUMAYOUN FgR000 RA PE 15557 E.A.N. STRICTURES 3s TrIcomplyby •' 'PIc7nuT Ri:lcRS. tOIN 8 n M 00 0 v 5S J 0 8 2 U e I; t. drawing no. W03 -83 • • • V rgg� ��iri �� -____lio JAMB /MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS JAMB /MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS JAMB /MULLION LOAD CAPACITY - PSF WITH 90ERMEDIATE HORIZONTALS JAMB /MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. MULLION 19/0 REINF. JAMB MULL 1/ REINF. NOMINAL DIMS. JAMB MULL 8/ BEINF. NOMINAL DIMS. MULLION 8/0 REINF. JAMB MULL W/ REINF NOMINAL DIMS. JAMB MULL •/ REINF. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (308) 2648100 FAX (308) 2626978 j '� WIDTH (5) ;FRAME HEIGHT EM.( +)/TNT.( -) EXT.( +) /TNT.( -) WIDTH (W) FRAME HEIGHT EM.( +) /INT.( -) ■ WIDTH (W) 'FRAME HEIGHT EXT.( +) /INT.( -) EXT.( +) /WT.( -) WIDTH (W) FRAME HEIGHT EXT.( +) /TNT.( -) 24" 30° 38' 42' 48" 78' 54' 80.0 100.0 24" 30" 36' 42' 48' 54' 80' 114" 100.0 24" T 30' 38' i 80.0 100.0 24" 30" 36' 42" 48' 54' 60' 114° 100.0 80.0 100.0 100.0 80.0 100.0 _- 100.0 80.0 100.0 98.2 80.0 100.0 94.5 80.0 100.0 85.4 42" 48' 54' 78' 80.0 100.0 81.0 60.0 100.0 _ 76.0 80.0 100.0 70.9 80.0 100.0 89.0 80.0 100.0 83.0 80' 66" 72° 80.0 100.0 63.5 60" ' 66' 80.0 100.0 56.7 - 100.0 24" 30' 38' 42' 48" 54' 80' 120' 100.0 - 100.0 24" 30" 38' 42" 48" 54° 60' 120' 100.0 100.0 99.5 72" - 100.0 97.3 24° 30° 36' 42' 48' 54' 60° 86' 72' 84' 80.0 _ 100.0 83.8 24° 30' 38' 42' 48° 54' 60" 88' 72' 84' 80.0 100.0 81.1 80.0 100.0 72.8 80.0 100.0 89.5 80.0 100.0 84.7 80.0 100.0 60.8 80.0 100.0 58.6 80.0 100.0 54.0 80.0 100.0 53.8 80.0 100.0 48.6 80.0 100.0 80.0 100.0 = 3 "1 8 ,y ARCH ALUMINUM & GU1SS LC. 10200 N.W. 67th street TAMARAC, FL. 33321 1EL. (800) 432 -8132 FAX (954) 724 -9293 J 80.0 100.0 = 72.1 100.0 - 100.0 - 100.0 - 100.0 - 93.8 °8r 24' 30° 38' " 42' 48' 54° 60' 68' . 72" 90° 80.0 100.0 24' 30' 38' 42° 49' 54' 60° 95. 72' BO' 80.0 100.0 80.0 100.0+ 80.0 100.0 80.0 100.0 80.0 100.0 80.0 100.0 80.0 100.0 80.0 100.0 WI 78.6 100.0 77.4 100.0 89.8 100.0 WI - 100.0 WIDTH (W) a WI (JAMB) - 97.0 - 100.0 - 882 WIDTH (W) = WI (JAMB) IMMEDIATE HORIZONTALS \ - 100.0 - 80.9 24" 30' 38° 42" 48" 54' 80' BB' 72° 98" 80.0 100.0 24' 30' 38" 42' 48' 54' 60' BS' 72' 96" 80.0 100.0 80.0 100.0 i = 80.0 100.0 80.0 80.0 100.0 100.0 60.0 78.9 100.0 100.0 \ \\ $ �_ o n m y a w� € g q� a y4 d3 6 g 2 729 100.0 89.0 100.0 88J 100.0 81.4 83.7 H> - 88.8 - 84.3 - 90.9 - 76.7 - 88.4 WI - 70.3 24° 30" 38' 42° 48' 54' 80' 66° 72' 102' - 100.0 24' �• 36' 42' 48" 54' 60' 68' 72" 102" - 100.0 - 100.0 - 100.0 - 100.0 Wl + W2 ( = 2 JAMB - 100.0 W1 W2 - 100.0 - 100.0 - 99.5 - 92.9 WI + W2 - ° .W vl 1 4 8 a S - - 90.4 83.3 - - 82.6 74.3 WIDTH (W) _ 2 ciu - 77.9 O - 87.6 r--� I $ r --'r--' - 73.7 - 61.9 - u 9 I �,t b 24' 30' 36° 42' 48' 54" 60" 68' 108' - 100.0 24' 30" 38' 42' 46' 54' 60" 88' 108° - 100.0 Ertgr: Dq. HdMAY0UN FARO . STRURES PI ( ,._. - 100.0 . - 100.0 - 1000 - 100.0 .'.:: ,�-,. ✓ S� 61$ �� ,.:, 98.0 84.7 - 87.1 - 82.9 D�eB ( � drawing no. W03 -83 - 78.9 - 737 MULLION MULLION W/O REINF. W/ REINF. - 72.5 - !'iCT ', ?[1 +J?'. - 87.8 - :q[ y a Product Control (sheet 3 of 1 1 • • • DOOR MULLION LOAD CAPACITY - PSF 'ARCH ALUM DOORS 'ARCH ALUM' DOORS .. SEE SEPARATE NOA r SEE SEPARATE NOA /J NOMINAL DIMS. 1fITH0UT REINFORCING WITH REINFORCING AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. B7 AVE MIAMI, FLORIDA 33174 TEL (305) 2646100 FAX (305) 2826978 WIDTH (w) FRAME HEIGHT ExT.( +) / INT.(-) EXT.( +) / INT.( -) 30° 36° 42° 81 -1/4° 48" 87.0 87.0 _____``� :::� • �� ` " ss>;; \e 1 i1 I /' . - - -- .,, =i h1� a. .� _� \ \\ . '' %gym M \I \ :, ! - -` ,I� -- -� ;;;t F u' it I 87.0 87.0 87.0 87.0 87.0 87.0 54" 60° - 87.0 - 87.0 30° 36° 42" 48° 54" 60" ( 85-1/4° 97.0 97.0 �_,Y Wt w2 ■, wi L., -- --. W2 w1 87.0 87.0 ..I _ W1 + W2 ANCHORS REOD.� W1 W2 SEE DOOR NOA 87.0 87.0 84.5 87.0 WIDTH (W) _ - WIDTH (W) ® + 2 2 4 'ARCH ALUM' D00RS INTERMEDIATE SEE SEPARATE NOA HORIZONTAL - 87.0 - 87.0 30" 36" 42° 48° 54° 60° 91 -1/4° 87.0 87.0 j ARCH ALUMINUM & GLASS LC. 10200 N.W. 67th street TAMARAC, FL. 33321 TEL (800) 432 -5132 FAX. (954) 724-9293 , ` 87.0 87.0 80.7 87.0 - 87.0 `''' I ` \ 'F ) `R6 - 87.0 - 87.0 30° 36" 42° 48° 54° 60° 30° 36• 42• 48" 54° 60° 97 -1/4" 102• 87.0 87.0 77.8 87.0 66.7 87.0 - 87.0 - 87.0 W7 82 - - 79.1 87.0 W1 + W2 - 87.0 WIDTH (W) 2 - 87.0 o y a 2 1g $$ 1 - 87.0 - 79.9 - 71.9 30° 38° 42° 48° 54° 60" 108° - 87.0 - 87.0 - 87.0 - 79.3 - 70.5 .t - 63.5 30° 36" 42° 48° 60° 114° - 87.0 m °1 o1I a e V - 87.0 - 77.1 ._ El W LL u - 67.5 I S " ..`. c ----. - 54.0 gr. OR. HJMAYCUN FAR0. --i STRUCTURES FLA PE 9 539 185 C.�N 7$1 _ d' I)CI 3 ; %(I1�S, p p� /a 30" 36• 42• 48• 54" 60° 120° - 87.0 O - 77.1 66.1 - 57.8 Data BY - < drawing no. W03 -83 , i/ - 51.4 DOOR MULLION DOOR MULLION W/0 REINF. W/ REINF. - 46.3 (sheet 4 of 11) (sheet 5 of 11) • • • DOOR MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM DOOR MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH ! WIDTH (WI) ! (W2) LENGTH I LENGTH (A) 1 (L) EXT.( +) EXT.( +) NNT.( -) WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) OTT.( -) EXT.( +) 60' 72° 30' 33' 36° 39' 42' 48° 34' 30° 33• 36' 39' 42° 48' 54' 98' 102' 78.3 87.0 75.0 87.0 71.9 87.0 69.0 66.4 61.7 57.8 87.0 87.0 87.0 87.0 60° 71.0 87.0 88.3 87.0 65.7 87.0 63.3 87.0 81.1 87.0 57.1 87.0 72' 30' 33° 36' 39' 42' 48" 54° 30" 33° 36" 39' 42" 48' 96" 120' 42.1 40.5 39.1 72.9 70.1 87.8 37.7 65.2 38.4 63.0 34.1 59.0 32.0 55.5 37.8 65.4 36.5 63.2 35.3 34.2 61.1 59.1 33.1 57.3 31.2 54.0 53.6 87.0 60' 72' 30' 33' 38° 39' 42' mr 54' 30' 33' 36' 39' 42' 48' 54° 96° 108° 62.6 87.0 60.0 87.0 57.7 87.0 55.5 87.0 53.5 87.0 49.6 88.2 48.7 80.8 58.5 87.0 54.4 87.0 52.5 87.0 50.6 67.0 49.0 84.7 45.9 79.4 43.2 74.8 80' 30' 33' 38' 39' 42' 48' 54' 72" 30' 33' 38° 39' 42' 48° 54' 98' 114° 50.9 87.0 48.9 84.7 47.1 81.5 45.4 789 43.8 75.8 40.9 70.8 38.4 66.5 45.8 79.3 44.2 76.5 42.7 73.8 41.3 71.4 39.9 69.1 37.5 85.0 35.4 61.3 DOOR MULLION DOOR MULLION W/0 REINF. W/ REINF. *8P WIDTH (W2) WIDTH (W7) DOOR MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM DOOR MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH WIDTH (W1) (82) 30' 1 33" 80° 36' , 39' 42' 48° , 54' 30' 33' 72° 36' 39° 42° 48° 54' LENGTH LENGTH (A) (L) EXT.( +) INT.( -) EM.( +) WIDTH ; WIDTH (w1) i (W2) LENGTH I LENGTH (A) I (L) EXT.( +) [NEC-) EXT.( +) INT.( -) 90" 96' 87.0 87.0 87.0 87.0 84.2 87.0 80.8 87.0 77.8 87.0 72.2 87.0 67.4 87.0 83.4 87.0 80.1 87.0 77.0 87.0 74.2 87.0 71.8 87.0 68.9 87.0 62.7 87.0 30' 33' 60. 36' 39° 42° 48° 54° 30' 33° 72'* 39° 42" 48' 54' 114' 48.7 48.9 84.3 81.2 45.2 78.2 43.6 42.2 39.5 37.1 75.5 73.0 68.3 64.3 43.7 75.6 42.2 73.1 40.8 70.7 39.5 88.4 38.3 66.3 36.1 62.5 34.1 59.1 60° 72' 30' 33' 38" 39' 42' 48° 54' 30' 33' 38' 39' 42' 48° 54° 90' 102" 73.8 87.0 70.8 87.0 68.1 87.0 65.5 87.0 63.1 87.0 58.9 87.0 55.1 87.0 60° 66.6 87.0 64.1 87.0 61.9 87.0 59.8 87.0 57.8 87.0 54.2 87.0 72° 30' 33° 36' 39° 42' 48' 54° 30° 33° 38" 39° 42° 48' 90• 120' 40.6 70.3 39.1 67.7 37.7 65.3 36.5 63.1 35.3 61.0 33.1 57.2 31.1 53.9 38.3 62.9 35.1 60.8 34.0 58.9 33.0 57.0 32.0 55.3 30.2 52.2 51.0 86.4 80' 30' 33' 36° 39' 42' 48' 54. 72° 30' 33° 38' 39' 42' 48' 90' 108° 59.4 87.0 57.1 87.0 55.0 87.0 53.0 87.0 51.2 87.0 47.8 82.8 44.9 77.7 53.4 87.0 51.6 87.0 49.8 88.2 48.2 83.4 48.6 80.7 43.9 75.9 41.4 71.6 Engr. 09 NUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 CAN. .2538 I;::i : 1 200, PRODUCT REMISGI: as complying with t ' F:cn swarmscada Acceptance AmD?� /D?thWG pffio.7. 31.2010_ PtaduatCallttel 0 0I 9 0 51 °cl w Y. U drawing no. W03 -83 • • • DOOR MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM DOOR MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH WIDTH (WI) (W2) 60' 1 30" 33' 36" 39' 42' 48" 54° LENGTH LENGTH (A) (L) EXT.(+) IM.( -) EXT.( +) 72° 30' 33' 36' 39° 42" 48" 54° 84" 90" 87.0 87.0 87.0 87.0 87.0 82.7 77.3 87.0 87.0 87.0 87.0 67.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 84.9 87.0 81.9 87.0 78.6 87.0 71.9 87.0 60' 72° 30' 33° 38° 39° 42° 48" 54' 30' 33' 38° 39° 42' 48' 54' 84" 98' 87.0 87.0 84.0 87.0 80.7 87.0 77.7 87.0 74.8 87.0 69.7 87.0 i 85.3 87.0 79.0 87.0 76.1 87.0 73.4 87.0 70.9 87.0 68.5 87.0 84.2 87.0 60.4 87.0 60' 72" 30' 33' 38' 39° 42' 48' 33° 38' 39' 42' 48" 54' 84' 102' 70.0 87.0 873 87.0 64.8 87.0 82.4 87.0 60.3 87.0 56.4 87.0 53.0 62.8 87.0 87.0 60.7 87.0 58.8 87.0 58.7 87.0 54.9 87.0 51.7 48.8 87.0 83.9 NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH WIDTH LENGTH ' LENGTH (W1) (W2) (A) i (L) 30' 33' Exr.( +) INT.( -) EXT.( +) 1NT.( -) 38' 39' 42" 48' 72" 33° 38" 39' 42" 108" 56.8 54.7 52.7 87.0 87.0 87.0 50.9 49.2 48.1 87.0 85.1 79.8 43.4 75.1 50.9 87.0 49.2 85.1 47.6 82.4 48.1 79.8 44.7 42.1 39.9 77.4 72.9 89.0 114' 46.9 81.2 45.2 78.3 43.7 75.5 42.2 73.0 40.8 70.6 38.3 86.3 38.1 62.5 42.0 72.8 40.6 70.3 39.3 68.0 38.1 68.0 37.0 64.0 34.9 60.4 33.1 57.2 120° 39.3 88.1 38.0 65.7 36.7 63.4 35.4 613 34.3 59.4 322 55.8 30.4 52.8 35.1 60.8 34.0 58.8 33.0 57.0 32.0 55.3 31.0 53.7 29.3 50.8 WIDTH (W2) WIDTH (W1) DOOR MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM DOOR MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT WITH REINFORCING REINFORCING WIDTH WIDTH (wt) (82) LENGTH I LENGTH (4) , (L) Exr.( +) INT.( -) E%r.( +) INr.( -) WIDTH 'WIDTH (WI) , (W2) LENGTH ' LENGTH (A) (L) ExT.( +) INT.( -) Exr.( +) INT.( -) 60" ' 30" 33° 36° 39" 42" 48' 54° 30" 33' 72° 36° 39° 42° 48' 54° 80" 90" 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 86.6 80.7 75.5 87.0 87.0 87.0 87.0 87.0 87.0 87.0 85.1 87.0 82.2 87.0 79.4 87.0 74.4 87.0 70.0 87.0 30° 33' 60° 36" 39' 42" 48" 30' 33° 72° 36° 39' 42' 48" 54° 80" 108° 55.3 53.3 51.5 49.7 48.1 45.1 42.5 49.5 47.9 46.4 44.9 43.8 87.0 87.0 87.0 88.1 83.2 78.1 73.6 85.6 82.8 80.2 77.8 75.5 41.2 71.2 39.0 67.5 60" 30' 33" 38' 39' 42" 48" 54° 72" 30' 33' 36° 39' 42" 48' 54° 80" 98' 84.8 87.0 81.3 87.0 78.3 87.0 75.5 87.0 72.9 87.0 88.1 87.0 84.0 87.0 60° 76.1 87.0 73.4 70.9 87.0 87.0 68.6 87.0 68.4 87.0 62.5 87.0 58.9 87.0 72" 30° 33° 38' 39' 42' 48' 54' 30' 33° 36' 39° 42' 48' 54" 80" 114° 45.9 79.5 44.3 76.7 42.8 74.1 41.4 71.6 40.0 89.3 37.8 85.1 35.5 61.4 41.0 71.0 39.7 88.7 38.5 68.8 37.3 64.6 38.2 62.7 34.3 59.3 32.5 58.2 60" 30" 33' 38' 39" 42° 48' 54° 72' 33' 36' 39' 42" 48° 54° 80' 102" 87.8 87.0 852 87.0 62.9 87.0 60.7 87.0 58.7 87.0 55.0 87.0 51.7 87.0 60" 60.7 87.0 58.7 87.0 58.8 87.0 55.0 87.0 53.3 87.0 50.2 87.0 72" 30" 33' 38° 39' 42' 48' 54' 30" 33° 38° 39° 42" 48° 80' 120° 38.7 37.3 88.9 64.6 38.1 62.4 34.9 60.4 33.8 58.5 31.8 55.0 30.0 51.9 34.5 59.7 33.4 57.8 32.4 56.0 31.4 54.4 30.5 52.9 28.9 50.0 47.5 82.2 Enpr: DR. HUMA F. STRUCTURES P18. PE 8 18857 CAN. X538 BatidirsCado Ida Control of 1 1 22 oi QA 50g v5gd _u uu 0 0 I Ik lh Italt t 7 f drawing no. [ (sheet w03 -83 6 0i 11) • • • ANCHOR LOAD CAPACITY - PSF EXT.(+) & Nr.( -) NOMINAL DIMS. ANCHORS TYPE 'A' TYPE '8' & 'C' WIDTH (11) FRAME HEIGHT 'AI' I '112' ! 'A3' 'BI' /'CI' '92'/'C2' 24° 100.0 100.0 j 100.0 100.0 100.0 30° _ 100.0 100.0 1 100.0 100.0 100.0 38" j 100.0 100.0 100.0 100.0 100.0 42" _ 91.9 100.0 100.0 100.0 100.0 48° 66' 80.5 100.0 I 100.0 100.0 100.0 54' 71.5 100.0 100.0 95.8 100.0 60' i 64.4 100.0 100.0 88.2 100.0 66° 58.5 97.5 1_00.0 78.3 100.0 72° • 53.8 I 89.4 100.0 71.8 100.0 24' 1 100.0 100.0 100.0 100.0 100.0 30° I 100.0 100.0 100.0 100.0 100.0 38" 98.3 100.0 100.0 100.0 100.0 42' 84.3 100.0 100.0 1 00.0 100.0 48' 72° 73.8 100.0 100.0 98.8 100.0 54' 65.6 100.0 100.0 87.8 100.0 or 59.0 98.3 100.0 79.0 100.0 86 "' 53.8 89.4 . 100.0 71.8 100.0 72° 49.2 81.9 100.0 85.8 100.0 24° 100.0 100.0 100.0 100.0 100.0 30' 100.0 100.0 100.0 100.0 100.0 38' 90.8 100.0 100.0 100.0 100.0 42' 77.8 100.0 100.0 100.0 100.0 48• 78' 88.1 100.0 100.0 91.2 100.0 54' 60.5 100.0 100.0 81.0 100.0 60' 54.5 90.8 100.0 72.9 100.0 68" 49.5 82.5 100.0 68.3 100.0 72° 45.4 75.8 100.0 60.8 100.0 24" 100.0 100.0 100.0 100.0 100.0 30' 100.0 100.0 100.0 100.0 103.0 36° 84.3 100.0 100.0 100.0 100.0 42' 72.2 100.0 100.0 98.7 100.0 48' 64• 63.2 100.0 100.0 84.6 100.0 54' 56.2 93.7 100.0 75.2 100.0 60° 50.6 84.3 100.0 67.7 100.0 88° 46.0 78.6 100.0 61.6 100.0 72" 42.1 70.2 • 98.3 ..58.4 94.0 24° 100.0 100.0 100.0 100.0 100.0 30' 94.4 100.0 100.0 100.0 100.0 36' 78.7 100.0 100.0 100.0 100.0 42° 67.4 100.0 100.0 90.3 100.0 48' 90" 59.0 98.3 100.0 79.0 100.0 54' 52.4 87.4 100.0 70.2 100.0 60" 47.2 78.7 100.0 63.2 100.0 66' 42.9 71.5 100.0 57.5 95.6 72' 39.3 65.6 91.8 52.7 87.8 24' 100.0 100.0 100.0 100.0 100.0 30' 88.5 100.0 100.0 100.0 100.0 38° 73.8 100.0 100.0 98.8 100.0 42" 98• 63.2 100.0 100.0 84.6 100.0 48" 55.3 92.2 100.0 74.1 100.0 54' 49.2 81.9 100.0 65.8 100.0 60' 44.3 73.8 100.0 59.3 one 66' 40.2 67.0 93.9 53.9 88.8 ANCHOR LOAD CAPACITY - PSF EXT.( +) & INT.( -) NOMINAL DIMS. ANCHORS TYPE 'A' TYPE 'B & 'C' WIDTH (W) !FRAME HEIGHT 'A1' '82'/'C2' 24° 30' 36' 42' 48° 54' 80° 102" 100.0 100.0 100.0 83.3 i 100.0 100.0 69.4 100.0 100.0 59.5 1 992 100.0 52.1 88.8 100.0 46.3 77.1 100.0 41.6 69.4 97.2 100.0 100.0 92.9 79.7 69.7 62.0 55.8 100.0 100.0 100.0 100.0 100.0 100.0 92.9 24° 30° 38• 42' 48' 54' 80' 108' 98.3 100.0 _ 100.0 78.7 100.0 100.0 65.6 100.0 100.0 56.2 93.7 100.0 100.0 100.0 100.0 87.8 49.2 81.9 100.0 75.2 65.8 100.0 100.0 100.0 100.0 43.7 72.8 100.0 58.5 97.5 39.3 65.6 91.8 52.7 87.0 24" 30' 36' 42° 48' 54° 114° 932 100.0 100.0 100.0 100.0 74.5 100.0 100.0 99.8 100.0 62.1 100.0 100.0 83.2 100.0 53.2 88.7 100.0 71.3 100.0 48.6 77.8 100.0 62.4 100.0 41.4 69.0 96.6 55.4 92.4 24" 30' 38' 42" 48• 54' 120' 88.5 100.0 100.0 100.0 70.8 59.0 100.0 100.0 98.3 100.0 94.8 79.0 50.6 84.3 100.0 67.7 100.0 100.0 100.0 100.0 44.3 73.8 100.0 59.3 98.8 39.3 65.6 91.8 52.7 87.8 _14 °� 1 HIT= H Al. 51. Cl A2. 52. C2 3° 4. 3° x 1, WIDTH (W) = W (JAMB) WIDTH (W) a W1 (JAMB) ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION Al = S(1%% ANCHOR TYPE 'A' AT EACH SIDE OF MUUJON OR JAMB B1 = (1) ANCHOR TYPE 'B' AT EACH SIDE OF MUWON OR JAMB Cl = 1 ANCHOR TYPE 'C' AT EACH SIDE OF MUWON OR JAMB A2 = ((2)) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON OR JAMB B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF MULLION OR JAMB C2 = 2 ANCHORS TYPE 'C' AT EACH 510E OF MUWON OR JAMB A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON OR JAMB MAXIMUM SPACING FOR HEAD AND SILL ANCHORS NOT TO EXCEED 24' 0.C. 1 W WI W2 WIDTH (W) e WI + W2 2 INTERMEDIATE HORIZONTALS 1 1 1. W1 192 WIDTH (W) = W1 + W2 2 Engr OR. AA000 SIPOCRISLS FAA. PC / 16557 C.A.N. 3539 OCT .t '/ PRODUCT REVISED as complyins with the Fle;fJa ReamioaDate Divisks 0 88 8 tl; B 1 0'92 aa2 C I kill. drawing no? [W03 -83 (sheet 7 of 11) \ 0 0 x 1 1 1. W1 192 WIDTH (W) = W1 + W2 2 Engr OR. AA000 SIPOCRISLS FAA. PC / 16557 C.A.N. 3539 OCT .t '/ PRODUCT REVISED as complyins with the Fle;fJa ReamioaDate Divisks 0 88 8 tl; B 1 0'92 aa2 C I kill. drawing no? [W03 -83 (sheet 7 of 11) • TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY r WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 1 y! (1) ° 4 1 !4 • METAL STRUCTURE TYPICAL ANCHORS 1/8° MIN. THICKNESS SEE ELEV FOR SPACING \\ TYPICAL ANCHORS SEE ELEV. FOR SPACING • 0 a v L_ aO o<° ° I° v 4° �`I'' 1YPICAL ANCHORS - \W SEE ELEV. FOR SPACING • °Q 4 ■ `ceiii} ` n �°. -:;iF "rye' TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY WOOD BUCKS 4 MIAMI -DADE COUNTY APPR'D MULLION SEE SEPARATE NOA WOOD BUCKS NOT BY ARCH ALUM, MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A'- 1/4° DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4° DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy =155 K9) DIRECTLY INTO CONC. OR MASONRY 1 -5/8° MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 414 SMS OR SELF DRILNC SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE 1'c - 3000 PSI MIN. MASONRY Cm = 1500 P51 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED tomplyin with the Florida Bailing Cade INNeg mmNoyg- 4074.•ce# EgkelanDace. Diskto pradooe cow:: : °°85$ ! S >I i1 ;I *I» II1J L� fdrawing' no.1 1w03 -83), (sheet 8 of 11 O i_�_ 0 iUiliil 0 I�I = 1 �,r O O b 0 II Ill Ili LiOhilil ill 1 © O 0 0 a v L_ aO o<° ° I° v 4° �`I'' 1YPICAL ANCHORS - \W SEE ELEV. FOR SPACING • °Q 4 ■ `ceiii} ` n �°. -:;iF "rye' TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY WOOD BUCKS 4 MIAMI -DADE COUNTY APPR'D MULLION SEE SEPARATE NOA WOOD BUCKS NOT BY ARCH ALUM, MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A'- 1/4° DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4° DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy =155 K9) DIRECTLY INTO CONC. OR MASONRY 1 -5/8° MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 414 SMS OR SELF DRILNC SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE 1'c - 3000 PSI MIN. MASONRY Cm = 1500 P51 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED tomplyin with the Florida Bailing Cade INNeg mmNoyg- 4074.•ce# EgkelanDace. Diskto pradooe cow:: : °°85$ ! S >I i1 ;I *I» II1J L� fdrawing' no.1 1w03 -83), (sheet 8 of 11 • • ITEM NO. PART NUMBER QUANTITY 1 DESCRIPTION MATERIAL MANF. /SUPPIJER /REMARKS � 3101 AS READ. I FRAME HEAD /JAMB 8063-76 ARCH 2 i 3102 AS REQD. :INTERMEDIATE VERTICAL 6063 -16 ARCH 3 • 3103 AS READ. I GLASS STOP 6083 -75 ARCH 4 ' 3104 AS REGD. f SHEAR BLOCK / REINFORCING 6063 -T6 ARCH 5 r H -62F - SETTING BLOCK (INSUL LAM. GLASS) EPOM 1 -1/4° x I/4" X 4° LONG 5A ! H62D - SETTING BLOCK (9/18° LAM. GLASS) EPDM 1/2° X I/4° X 4" LONG 8 i H63 AS REQD WEDGE IN GASKET EPOM UNIVERSAL RUBBER CO. 7 V2100 AS REQD. 1 GLAZING TAPE - NORTON 8 995 AS READ. GLAZING COMPOUND SILICONE DOW CORNING 9 I #12 -14 X 3/4" 2/ CORNER! —FLAT HEAD THREAD CUTTING SCREWS - - 10 !1/4 -20 X 1 -1/2° 2/ CORNER] PAN HEAD THREAD CUTTING SCREWS - - d O ° a. ° ° 0 0 OO e° In O � allalk-fm. _ 1 ° D.L OPENING D.L OPENING 1/4" r EXTERIOR FRAME WIDTH I/4° MAX. _ MAX. PRODUCTRBVISED es Odes complying Florida pmeprrmmNo /O O/G Eckmi6nDeTO�•a/• eir Widen OR HUMAYCUN S1RUCTJRi' �.. FLA. P' • r f . 0 m 2 21 2 m8S^ va%I� C C Vcapp iai I' I. 1 -JLc drawing no.1 W03 -831 (sheet 9 of 11 • • • - --ti>a hT f MIAMI —DADE COUNTY APPROVED IMPACT RESISTANT TRANSOM TOTAL NO. OF ANCHORS AT ODOR MUWON HEAD MUWON W/O MUWON WITH REINFORCING REINFORCING TYPE AT FOX. I.RE j AT DOOR AT FIX. UTE AT 000N A 3 2 4 3 B 2 2 3 2 C 2 2 3 2 !_ i_I_I— i u� REINFORCING OPTIONAL SEE CHARTS ON SHEETS 4 THRU 8 SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR WINDOW WALL SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. pie 11 n11, nnr MIAMI —DADE COUNTY APPROVED IMPACT RESISTANT DOOR TOTAL NO. OF ANCHORS AT DOOR MUWON SILL MUWON W/O MUWON WXTH ANCHORS REINFORCING REINFORCING TYPE AT FOX. LXCE AT 0008 AT FIX. LITE AT DOOR A 2 2 3 3 B 2 2 f 3 2 C 2 2 1 3 2 THESE CHARTS APPLY TO ALL CASES SHOWN ABOVE. drawing no. W03 -83 (sheet 10 of 11 ANCHORS TOTAL NO. OF ANCHORS AT ODOR MUWON HEAD MUWON W/O MUWON WITH REINFORCING REINFORCING TYPE AT FOX. I.RE j AT DOOR AT FIX. UTE AT 000N A 3 2 4 3 B 2 2 3 2 C 2 2 3 2 !_ i_I_I— i u� REINFORCING OPTIONAL SEE CHARTS ON SHEETS 4 THRU 8 SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR WINDOW WALL SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. pie 11 n11, nnr MIAMI —DADE COUNTY APPROVED IMPACT RESISTANT DOOR TOTAL NO. OF ANCHORS AT DOOR MUWON SILL MUWON W/O MUWON WXTH ANCHORS REINFORCING REINFORCING TYPE AT FOX. LXCE AT 0008 AT FIX. LITE AT DOOR A 2 2 3 3 B 2 2 f 3 2 C 2 2 1 3 2 THESE CHARTS APPLY TO ALL CASES SHOWN ABOVE. drawing no. W03 -83 (sheet 10 of 11 e BUILDING CODE COMPLIANCE OFFICE (BL O) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA ° ' PGT Industries 1070 Technology Drive Nokomis, FI., 34275 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 www.miamidade.eov/buildinecode 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 ( J). This NOA shall not be valid after the expiration date stat e } elow The Miami -Dade County Product Control Division (In Miami Dade County) and/or the (inareas otber`tha i iami Dade County) reserve the right to have this product or material tested for quuality_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 us of such product or /material within their jurisdiction. BORA reserves the right to revoke this acceptant , 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-desied to c (ply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -750" Outswing Aluminum French Door w /SideIites — L.M.L APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact ", sheets 1 through 12 of 12, dated 12/23/04, with revision D dated 01/25/10, prepared by the manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0103.02 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09-1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 Page 1 BRU:CE, P. NCELL, Al-,L A:HCileig-t1 Ace,,,,pted Not Atceptecl-Re3ubtnii 172 Accepted As Not Action Not Required Armooamoo. matt: LJL By Review is oni.y for ccisfornnee, with ecsIgn coneNit 1.4,5t1 tOntplianci inktylsttOrt given in Otos and rpoeftioAf 1, The At 61)Inset's revitv... t;:min-tents rsp..tittz specAtz itzni ria indiOatt applovA of assert:01:y a whi6-1 itern i4 oMftp.t6riemt, nor shoil it rdiev t...,)1Itr:tctor a his responsibility cat rclettits, Mtikids, sccitienceir 01 Ety OfctnMi. ,21•27.-1”,••1 ARCIfFiciF.CT'S ACCE7TANCE Ig PrriClhO 014 APPROVAL W reE FOLLOWING: eirCONTRACTOR MEP ENOINEF,It STILUCT. ENGR.. 0 OWNER El CIVIL ENGINEB1 LANDSC, itoRE;13i, • PGT industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000 -12, Sheets 1 through 12 of 12, titled "Alum. French Door & Side Lites, Impact ", dated 12/23/04 with revision D dated 01/25/10, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, 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 aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4528, dated 02/14/05, signed and sealed by . mundo Largaes • • ' . E. (Submitted under NOA # 05- 0419.03) E -1 uel Pere, Product Control xami er NOA No. ry 102 - .10 Expiration Date: February -, 015 Approval Date: February 10, 2010 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 7. 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09/13/04, signed and sealed by Edmund() Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09 /13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02/04 E -2 M uel Pere Product Control Ex win r NOA No. 09 -10 .10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 PGT Industries • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IUG Clear or colored interlayer" dated 05/04/06, expiring on .05/21/11. 3. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report No. Fit- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, P.E. 4. Proposal No. 08 -1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0103.02, issued to PGT Industries for their Series FD- 750 Outswing Aluminum French Door w /Sidelites — L.M.I., approved on 03/15/07 and expiring on 02/24/10. E -3 Manuel P E. Product Control Jl er NOA No. 09- 1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16° LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM. B. 7/18° LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. C. 7/16° LAMI CONSISTING OF (1) LITE OF 3(18' ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA INTERLAYER. E. 7/8° LAM1 I.O. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18° LAMI GLASS ASSEMBLY INSIDE (3/18° A,.O90 PVB, 3/18° HS). F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/18° TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/18° LAMI GLASS ASSEMBLY INSIDE (3/18° HS,.090 PVB, 3/18° HS). G. 7/8" LAMI I.O. CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/18° A,.075 VANCEVA, 3/18° HS). H. 7/8" LAM11.0. CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/18° LAMI GLASS ASSEMBLY INSIDE (3/18° HS,.075 VANCEVA, 3/18° HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: X, 9_4% CLO O_X m0 , Xg, m, sag, XXXX, j000O, OXXX. OR OXXO WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT LUNITS CAN BE EITHER TWO SINGLE, 2i DOORS OR A DOUBLE. XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW -RISE SILL THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XYX AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL -4311, FTL- 4312, FTL -4316, FrL -4527, FTL -4528, FTL -4629, FTL -4530, FTL -4921 AND FTL -6941. ANSI /AF&PA NDS•2005 FOR WOOD CONSTRUCTION ADM -2006 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FJC ABP tax OE°°alBl w.����� FJL 12/E1104 L.T. 9/8/08 caw WSW Itrakce B NOA DRAWING MAP TOPIC SHEET, GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 6 HORIZ. SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8.9 ANCHORAGE. 10-12 aft 000000 Dale. 0:0010 Raiskos 0 Rmebboo O ItADaTBPNAT®TOPIBOTIOR RAL �Mm f �& 101:64100 01.0. COW A D01 10NMOM ► mast A80EOTE8T WPM NUMBERS NOONAN8E8 THOSHEET 10707E120WLO0YDRNE NO102014 FL 84278 F�1020 it 84274 GENERAL NOTES AND DRAWING MAP ALUM. FRENCH DOOR & SIDE LITES, IMPACT Fo78o 17U 1 a 12 I 8000-11 I D • • • EXTERIOR 7/18" NOM. 9/18° ANNEALED OR HEAT STRENGTHENED GLASS .080° DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER r 3/18° HEAT STRENGTHENED GLASS -b\r--- 91 OR 92 GLAZING DETAIL 7/16" LAMI GLASS WI PVB INTERLAYER 6/8° GLASS BITE INTERIOR EXTERIOR SETTING BLOCK 7/8° NOM. 7/18" NOM. 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .076° VANCEVA INTERLAYER 3/18° HEAT STRENGTHENED GLASS GLAZING DETAIL 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 6/8" GLASS BITE INTERIOR SETTING BLOCK 3/18° TEMPERED GLASS AIR SPACE 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090° DUPONT BUTACITE OR SAFLEXI KEEPSAFE MAXIMUM PVB INTERLAYER �— 3/16° HEAT STRENGTHENED GLASS EXTERIOR 6/8° GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK 7/8° NOM. 3/18" TEMPERED GLASS AIR SPACE 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS EXTERIOR GLAZING DETAIL 6/8" GLASS BITE INTERIOR SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER PRODUCT 7. B V F186D o 1b:e '_ 1 t t / ii ti ' cw / I2 � 21215 !WNW IBM arid= P.K 1011 B NOONAAKIBTI888KIEBT Nomitier Dim Rota= SR ISOM 0 (OIWGNDB7IBB&/ECT DEW Bowe Boulez NOCHANiESDE8810ET .uL FC1212384T. "ME I WO TECHNOLOGY ORNE NO WOM=A FL 34270 war ME28 L0h174 GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT admIlkdok FD7EO 2 d 12 I 8000-11 I D //k //4° Robert L Clark, P.E. PE #39712 Structural • • • Table 1. Maximum Design Pressures (ps Configuration Width (In) Allowed Glass Types Height (In) 79 3/4" (68) 83 3/4" (7e) 87 3M" 91 3M" 95 3/4" (8e) French Door X 37" (3 °) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 )0( 71 3/4" (8°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sldellte Full Jamb 3811/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Narrow Jamb 3011/16" C,0 +100,0 -100.0 +100.0 -100.0 +100.0 - 100.0 +100.0 -100.0 +100.0 -100.0 33 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 38 11/16" A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Table 1 a. Glass Type and Test Report Number A - 7/16" LAMI (3/16"A,.090 PVB, 3/16"HS) B - 7/16" LAMI (3/16118,.090 PVB, 3/16"HS) C - 7/16" LAMI (3116"A,.075 VANCEVA, 3/16"1-1S) D - 7/16" LAMI (3/16 "HS,.075 VANCEVA, 3/16118) E - 7/8" LAM/ I.G. (3 /16"T, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3116 "HS) F - 7/8" LAMI 1.G. (3/16"T, 1/4" AIR SPACE, 3 /16 "HS,.090 PVB, 3116 "HS) G - 7/8" LAMI I.G. (3/16"T 1/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3/16"I-IS) H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3116"HS,.075 VANCEVA, 3/16 "HS) FTL -4311, 4312, 4315 UPGRADE FTL- 4311, 4312, 4315 FTL- 4527, 4528, 4529, 4530 UPGRADE F11- 4527, 4528, 4529, 4530 FTL-4311, 4312, 4315 UPGRADE FTL- 4311, 4312, 4315 F1L- 4527, 4528, 4529, 4530 UPGRADE Fit-4527, 4528, 4529, 4530 NOTES: 1. IF USING THE OPTIONAL LOW -RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +60.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL -5941) Read fix Dwo *Mbar NC Waft a UPDATE VELE 7OAS7ME 80302 ""rrex JJ7. 0/2240 0 ADDED NDIEV!AOXVI FOR LOW RIM SILL Da* Rabb: mod NO CODW000 MB ONSET .bR. Own* Drer swam Drew FJG 11/1300 L.T 4/108 1070TECHNOLO0Y WOVE NOKOM04 FL MX P.0 0(0C II NOKOMIAR.3427► DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT NTS 1 8 of 12 i��BQOQ -1'! I D iLerLt:C L Clark, P.E. PE #39712 Structural • • • r-- 7313/18° MAX. WIDTH ---1j 86 3/4" MAX. HEIGHT ALL OX OR XO 26° MAX. DLO ALL X UNITS 110 6/8° MAX. WIDTH 145 3/8" MAX. WIDTH OXO OXXO (SHOWING EACH VERSION SIDELITE) 713/4' MAX. WIDTH c==-77/N 1 \ 1- > \ / NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. Wad 80e NC .16719 8 NODHAN881708 MEET 38 11/16° MAX. WIDTH 25' MAX. DLO 3811/16° MAX. WIDTH 33 3/18° MAX. DL 0 (FULL JAMB) O (NARROW JAMB) AMAMI rapimaao By if RrsOep Otlee RsMrarr JCR 01+2289 0 NO01i4 Deii88&0&T NCCR4He88Thi8MEET eat 08280 Raia°e dR aseR aua oeamser. Fd6 1229104 411 4 VS 18707ETde70LOGMDRIVE R. SUM P.% scot 1529 NoIcoea MX EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Woad* arc FD7a0 I NTS Woad* acre 4 a 12 1 8000 -11 I D Robert L Clark, P.E. PE 039712 Structural • • VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD VERTICAL SECTION B OUTSWING HEAD U-11, MAX. DLO— EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMS SIDE LITE SILL Rew4aF. OW rastiroae Fd6 iwtz 0 B REYACM=& SHOW MiFPoWI 6 WAND 0017 MRAD.FJDAUB100. anit010, 0011 Raman AR 0 0 ADnEowOWI 0081. WNW e we ReWNS Droc>'rAHOEsman er 4R .0100110 D INTERIOR ORIGINAL VERSION TOP RAIL 21 ALTERNATE VERSION TOP RAIL 11111 as EN O O 0 O MAX. DLO— EXTERIOR MAX. HEIGHT r ORIGINAL VERSION BOTTOM RAIL INTERIOR MAX. HEIGHT ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D OUTSWING SILL P@®3uCr REVISED as conk/leg *Dila N Mika Cody Eaplauttea aemaF caleearc DM: FK 12/29/04 L.T. 4&V8 1070 TECHNOLOGY DRIVE I FL SINS P.Q BQX FL 34274 n- • VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE L /TES, IMPACT Weds BaWo DmfpgW rem FD7� 1 1/2 1 6 d 12 8000 -11 ) D Robert L Clark, P.E. PE D39712 Structural • • OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE • NOTE: ASSEMBLY HARDWARE CITY (3), 11° FROM TOP & BOTTOM AND ONE AT MIDSPAN DETAIL J SLAB AT GLASS BED DETAIL G STILES AT ASTRAGAL SEE NOTE SEE NOTE DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) INTERIOR V pXTERIOR PRODUCT RE LEED as complMailtbele MAD Date ...e.-.761 /Pit �15 ( Wz!ILlt(��l.(!- _..,IL6 _J_ .-... I 0 DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) awsey, nee PX 101006 8 reg emcee ,IR CliNm 1Y13i2 4 claw OSMAN 8 are atfa 0 DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE aOCNM087788GKEE7 NOMNle1Pe313050r NO 0001009 1/®8/IE2P mow* 1070 78C1810LOGYDRIVE NOICOMIA AO. I30X 1170470MI14 FL S/274 HORIZONTAL SECTION DETAILS aee ALUM. FRENCH DOOR & SIDE LITES, IMPACT Oldisitdek page BMW W 11/2 8 d 12 ID'mu 8000-11 Imp Robert L, Clark, P.E. PE839712 Structural , • • FD750 1TFMIDW(I 1 DESCRIPTION 1 P4289 PRAMEIMF PARTS t 8006 FRAME- HEAD &JBNGEJAMB 68006 2 8003A OUT- SWINOBILL 68003A 3 80040 OUTSW1NQSULCOVER 680040 4 8008 DRIP CAP 68008 5 hob PI11Sprloc 1, ;r:;rv,iv,,r,(1Ia x;11,ur;3A U8333728500 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATS 68009 6 ©7a.1 „� :I. ':9:'63.166 +.x,1a4l.1.1:�W,b1F , �i!'•� 9 8032 ASTRAGAL END SEAL 48032 10 8058 OUTSWINOSIIL • .. '1,, 1• 48058 DOOR PANEL 3 ©:catil UR'#G1dI:1 J:kyr:1:!: *'r . . 0rr !: r /Y,11 20 I : 11111' 21 LZUElIIt•W andflrr;rl:ra •i:�U:l•A)•7:�".(tlu ^'®” 22 I .fir C•],lK,LY 1 ruad:b 23 8017 TOP SWEEP Erni 24 8016 BOTTOM SWEEP 25 - SWEEP SCREWS 04X 12° PHIL PH _ EMI 68021B 26 8015 ASTRAOA ACTIVE& INACTIVE 27 80210 CIFAR 0 .4 JAMB SIDE 28 ..n , •1:: a ,II,, ; ODVSt 680804 29 8018 CHAR II ,.:: BAtg4UPPLATE 68018 30 8019A GARIBN':, DOORSIDE •°_ 31 8035 GEAR., .r. BEARING 60035 32 GPAR 11 lc- SB1-SCRBW 0632x 1/4° - 33 GEAR x :... MT0. SCREW 8 @x314 ° TRUSS HD. - 34 ..r.r GEAR 1 .n, va. :,x•c,; a 8 r, sc , D. 35 ..„„„„,„ THRBADH3ROD 91618X36° 6TRODA 36 NAMED HEX MIT 511018 37 ......... 8039 TRUSS OAMP _,_ 60378b1 38 8043 801 00ARIATCII MECHANISM /MLA , - 41330 39 8080 ,ACKIBA X 40 1AT(IIASSYSCREW808x2' SSPHIILTRHD MIT. 41 �'•trE,IFr1i1• �lY:,•IMBC,•1.71.YIJAl1Y:1.1 MIN 42 , y l.0 Tn; ulul lo•16r•1\S'/Fya•u2htaury L.) 43 8031 SHOOT BOLT GUIDE :®''- 44 rya..r0:•;MICtdJ 11 . 16..411i,4,,l.$LF.i;I:Si; yV7u4NYa: u �o 8791Y. 45 :•• • tl(alr • • 7I 47 UP:Vr:):W:Rrr1 :ci,nAaNn'iA,IT >• W511043S1 46 80381, LEFT- 87RIKBPIATEAT ASTRAGAL ACI7VBH1NO®' -c 47 11; v:0 lgI61n="11111 48 ,•1v9'r.vr4,4aa;'Ca:5r9:4.4s5if ' ' 1 •, PIATEMIDDIESCREW 624X12° PH .r.aw.Y�r, 49 lrrlrrrn. :.: 7i 50 HBADSTSBCBSCRBWS SS 8X 12PHI12FI0 78SSZAX 51 - NIBICEPIATE BCREWS C'u SS 8 X U2PHIIL UNDERCUT PH 1: +. ra,it. 52 8041 ACTIVBTREr19E2 ::i,l : ,ul - 53 3042 PASSIVBTRIM SET ASIQA 1, 54 1,:9:' inxs1:1 o 4.,t,i IsGet,ya;C:Rru:la•)'- TOP RAIL 0810LT DIM" 400114A 55 80144 56 l' -1 :l NLIL•41::11gr F.[n::,1M�n.�ga,, 57 Earli C9,ITM FD750 FULLJAMB SIDE LITE IMEI UWO0 DESCRIPTION 8006 FRAME -HEAD, S112.& JAMB 68086 4 8008 DRIP CAP 68008 6 8007 SCREW (OVER 68007 7 8809 MSI'AILPIATE 68009 8 I'RAMBASSEMBLYSCREW 08 X I° PH QUAD 20 8012 STILE 68012 21 8014 TOPSAIL 68014 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 916-18X36' 6TR0DA 36 RANGED 799tNUTA 37 8039 TRUSS CLAMP 6037/B4 60 88X3/4° PH 8Q DRIVE TEK StREW 78104PSTW 61 8028 SIDE LITBHEADTRIM 68028 62 8029 SIDBLITBJAMBTRIM 68029 FD750 NARROW JAMB SIDE LITE 8006 RAW- HEAD &SIM 68006 4 8008 DRIP CAP 68008 6 Sf9tEW CLOVER 68007 7 8009 INSTALL PLATE 68089 8 FRAMEASSEMBLYSCRBW 08X 1' PH QUAD 781PQA 21 8014 TOP RAH. 68014 22 8013 BOTTOM RAIL 68013 35 -"THREADED ROD 5/16-18 X 36° MOM 36 17ANC ®HIDINt1T 91618 7990NUTA 37 8039 TRUSSQAMP 60378M 60 08X314° PHSQDRIVBTEK SCREW 78X34PSTW 61 8028 SIDELTTBHPADTRIM 68028 70 8010 FRAME, JAMB 68010 ASSEMBLY KIT 80 803313 FRENCH DOOR ASSEMBLY)B AM 68033E 81 010.24X21/2° PH SCREW 82 010.24 HEX NUT 83 012 X 1 Ur TRIIDTEK SCREW 84 8056 SUBOBL(OPTIONAL) 68056 GLASS, BEADS & SILICONE 90 GIAZINOSEALANT, DOW CAIININ0899,983,995OREQU1VALENT 7n6" LAMINATED GtASS(3n6• ANN,.090PVB, 3/16° HS) 92 7/16' IAMINAT00OLASS(/16° H11,.090PV8,3/16° 115) 93 7/16° IAMINATED GLASS (3/16° ANN.,075 VANCWA, 3/16• HS) 94 7/16° LAMINAT30(IASS one 1PS,.075 YANCRVA, 3/16° 11S) 95 7/8• IAMB 1(1(3/16° T, 1/4° SPACE, 3/16' ANN.,09OPVB,3/16' HS) 96 7/8° LAMI MI (3/16° T, 1/4° SPACE, 3/16° HS., 090PVB,3/1(° EIS) 97 718° lAM11,0. (3/16' T, 1/4' SPA($ 3/16' ANN.,VJS VANCBVA, Yl6' H9) 98 7/8° JAMI LO (3116° T, 1/4' SPACE, 3/19 144.075 VANCEVA, 3/16' HS) 105 807.2 BAQ(BEAD 68022 106 8026A SLBACKREAD 68026A 107 8023A 7/16° BEAD 68023A 108 80MA 7/8' 1013940 68024A 109 1224 VINYL BULB WSTP (THICK) 617247 HoistIm 967 MM Bakker B UPDATEMEV A ADfl®A96I, 07.18006 AR tblar OMB ReVskor twasar AR 6 '4' Oda 0(0010 X04 D 661: QfA4W REM SILL KO CHANGES MOB MEET Din TIBMOLOGY DRIVE NOKOMIA 69 P.O.8QX9129 NOICOMIB, R 3674 PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD789 roc A raj d 12 I � 8000.11 D //f- Roberti, perk, P.E PE @38712 Structural • • • 1.000 3.638.1 #8006 6063 -T6 O FRAME, HEAD, JAMB AND SIDELITE SILL OO6063 -T5 INSTALL PLATE (7.;\ #8003A 6063 -T6 OUT -SWING SILL .050 U -- 1 1.383 I+— O3 #8004C 8063 -T5 OS SILL COVER #8056 6063 -T6 AG) OUT -SWING LOW SILL gl■• 1.938 [ 8.260 22 #8013 6063 -T6 BOTTOM RAIL 1.938 .100 8.260 #8013A 6063 -T6 56 BOTTOM RAIL, LAG BOLT DESIGN 2.000 4.027 1+-- 3.690- 20 #8012 6063 -T6 STILE 1 ■"_ 4.434- 21 #8014 6063 -T5 TOP RAIL 4.434 #8014A 6063 -T5 O TOP RAIL, LAG BOLT DESIGN —►{ ' 1180 ,{�— g_ #L1 #8008 6063 -T5 #8007 6063 -T6 DRIP CAP OSCREW COVER ,r37 3 #8017 6063 -T5 TOP SWEEP .797 2240 24 #8016 6063 -T5 \tLYBOTTOM SWEEP .078 L-2.644 1170 26 #8015 6063 -T6 ASTRAGAL PRODUCT REW4 D as emlelg s'iI bt h BdmrMa 10 2015 React fig DM NwItiono PA SWAB B DRAVAM IS Muff+ JA 0922109 O ADDEDL07P RISE Ed.AR® 6)ORIWIOIDHEE. DUN Roidore 0}GNrO D R NO MIMES 7l238PEET JJL DamBla DMe - °WadEtic FJG 12/19104 LT. 4!886 IWO TECHNOLOGY DRIVE NOKOMIS, F18076 PA BQX D@6 DOKOMA FL 84274 EXTRUSION PROFILES I e 1 ALUM. FRENCH DOOR & SIDE LITES, IMPACT manstee FD766 1!2 lash: • 2 1�p8�11 item D r/ea Robert L Ck{rk, P.E. PE 139712 Struwtuwl • • • F.- 2280 —►1 .076 27 #8021 B 6063 -T6 GEAR HINGE, JAMB .060 T2.622—d 61 #8028 6063 -T5 SL HEAD TRIM lgrgN .442 �► .986 Q#8022 6063 -T5 BACKBEAD .126 –1 .742 1:71. 4213 28 #8020A 6063 -T6 GEAR HINGE, COVER 3.77 —� .326 .050 O #8056 6063 -T4 SUBSILL, OPTIONAL 1 #8026A 6063 -T5 0 SL BACKBEAD .750 Fj .818 j+— ®#8023A 6063 -T5 0 7/16" BEAD cJ � .301 1.-- 1.783-+-Ii 29 #8018 6063 -T5 HINGE, BACK -UP .076 2.438 —.I T O #8019A 6063 -T6 GEAR HINGE, DOOR �+—�- 3.636 70 #8010 6063 -T6 NARROW SL JAMB .045 040 .967 I---' #8024A 6063 -T5 I.G. BEAD .126 1.636 #8033B 6105 -T5 FD ASS'Y BEAM r_ 1.8121 f —LJ'-L 1-00.0 37 #8039 6063 -T6 TRUSS CLAMP 3.261 r- 2.313 -1 .060 62 #8029 6063 -T5 SL JAMB TRIM 100,1 t ob r 130Ya PX 108888 8 1008811101308 eft crr 19tlrmr J.B. 0882 0 wmPAOo Dow Rookkas 0188.10 0 owner 8001018088008 MEET lR aewe88 Doc FK 12/23/00 L.T. 4/&00 Draft MN 1070 lEOHNOLOWDRIVB 80102184 F1.34278 P 187Y P1802f1 EXTRUSION PROFILES ALUM FRENCH DOOR & SIDE LITES, IMPACT P o m o I I S 19 + 12 I 8000.11 J D Robert Lgarb, P.E. PE /38712 Structural • • • —n— �6° ler x°71 11° 11" - -r JAMB ANCHORS, HT. QTY. 963/4 ° -(5) - 913/4° • (6) 87 3/4° - (6) 83 3/4° • (6) - 79 3/4° • (6) 11' 18.500° MAX. O.C. DETAIL A (CONCRETE) ® (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 10.571° MAX. O C. JAMB - ANCHORS —J HT. QTY. - 95 3/4° • (8) — 913/4° • (8) - 87 3/4° • (8) - f 833/4 " -(7) - 1, 793/4 " -(7) 11° I __r A DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 2 OR 3 _12° A - --16°- - o —_I.__ 1T® -6 (le 3° 1 I 0I ( II II1)01 I IIII 3° MIN. HEAD & SILL 11" _ 3 °MIN, - -� HEAD & SILL ATYP. ANCHOR T ATYP. ANCHOR CLUSTER _ CLUSTER (TYPICAL) - (TYPICAL) 11 JAMB ANCHORS, HT. QTY. 95 3/4" • (6) 913/4" • (6) 87 3/4" • (6) 833/4 ° -(6) - 79 3/4" • (5) 11° II 18- .500° MAX. O.C. A DETAIL C (CONCRETE) SEE NOTE 6 (2 OR MORE PANELS) REGARDING APPLtCABLfIY ANCHOR TYPES: OF ENCIRCLED 1 OR 2 ANCHOR LOCATIONS (2) EQ. SP. TYP. 1 Q 1111 1111 1 OI 1111 A (3) EQ. SP. TYP. 1111 .181Th_ 11" — 10.671° MAX ANCHORS HT. OTY. 95 3/4° - (8) 91 3/4° - (8) 87 3/4° - (8) 83 3/4° - (7) 79 3/4° - (7) 1111 Q 1 A DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS, DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE •PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2, ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8° MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8° MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SILL 8° MAX. FROM FRAME CORNERS. JAMBS...... 11° MAX. FROM FRAME CORNERS, 18.500° MAX O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 6° MAX FROM FRAME CORNERS, AND AT 3° AND 6° MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS....11" MAX. FROM FRAME CORNERS AND 18.500° MAX. O.C. 5. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE) ® HEAD AND SILL. 6" MAX FROM FRAME CORNERS, AND AT 3 °, 8°, 9" AND 12° MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 273/4 °. JAMBS 11° MAX. FROM FRAME CORNERS AND 10.671° MAX O.C. 11° Rraelft rare aamc �wvamoreParA v►om�our�eswoounm: P.K 111=0 0 REVi86AM1 GE PERF OQMAtDR w$HNOTES&9Aa Reitkon rx a Mir NO010fdEllaSSHEET Cersof FJG Oafs ouEV►Q OWNED rAFO 1,110 VLmAQON: arcE 441/06 Iwo TECHNOlOGYORM PilMOMISS FL MTh war1620 �.A6174 n=3 ANCHORAGE SPACING ALUM. FRENCH DOOR & SIDE UTES, IMPACT araae eor, mre oame►a ran = I i/4 1. 10 d 12 1 8000.11 I D PRODUCT BEYL860 a �61th&e Vlufde •i ►Y.: • 2015 • • • A CONCRETE ANCHOR WOOD ANCHOR, 1/4" MAX WOOD ANCHOR, CONCRETE ANCHOR SEE NOTE 1 1/4° MAX. OPTIONAL SEE NOTE 2 GROUT SEE NOTE 2 OPTIONAL (NOTE 1) 1/0 MAX. GROUT, GROUT, �•� SEE Q SEE ,..� 1/4° MAX NOTE 6 4 Q SEE NOTES �r NOTE 6 7_ --_," _ i�f ::!jiJiLj 3 ,.. _.. +: ..EMBED. �' ••, : • EMBED. 3 d K$I MIN , ;v , SEE ® 3 d Ks! MIN , > - I�4 CONCRETE , r i . SEE 13!8° CONCRETE . ; NOTE 1 NOTE 1 MIN. --t-',. rCi 13!6' MIN. _ U' C 2x WOOD, SEE ;� o 2x WOOD, SEE i• .> ,.�.. } NOTE 3 i NOTE 3 _ _. TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL ® (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) ( SUBSILL TO WOOD) aEXTERIOR INTERIOR E> (ALL HEAD & SILL SECTIONS) EMBED. ®3.4 Kbrl nhlN ' ' .• :i s•. 1/4°® :'.:. y .CONCRETE; i:.., .;.;..., {.:!r,i NOTE _ p C -7 1 3/e' MIN. - 3.4KSIRAIId.`;r:�'EMBED. MAX. .; . SEE ' SHIM 'CONCRETE �, . NOTE 1 ,,: JJJL� =��`i♦ 2x WOOD Ws r• SEE NOTE 3 WOOD —)L SHI ` jjSEENOTE3 �� ;I mu= iirp) snoop* p��e Date i4S11i6‹ 10)5 .L/0.. :.......:2- SFUM CONCRETE ANCHOR, SEE NOTE 1 ®CONCRETE ANCHOR SEE NOTE 1 TYPICAL DOOR & SIDE ®WOOD ANCHOR SEE NOTE LITE HEAD 2 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4° SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. MIN. EMBEDMENT: 1/4° ULTRACON - 13/8 ", 1/4" SS4 CRETE -FLEX - 13/4 °. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -13/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6483 -T6 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 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. //A 2 .// RobartLClerk P.E. PE Ri8712 stuaturei RiF.IC MOM 107070 V ase2re P.Q.MX VW wows, Amos er0� ANCHORAGE DETAILS ,,,,�, to taros a. ee�as a 0 UFDA7E ,uDN07E$ Wi,e,� uoED aw.nerax.raoruwv�rEnx.0, mraarm�erxt4aeet ALUM. FRENCH DOOR & SIDELITES, IMPACT m° R. ""p ° lte FJt asst 12=04 Ohetlegc tT. er0u MAX 1 — er tiara DIM rte tee,eielu FD730 11/4 111 A 12 I 8000-11 lift I D • 1 • <LT: EXTERIOR INTERIOR (ALL SILL. SECTIONS) CONCRETE AANCHOR 1 SEE NOTE I. /4" MAX. c, SHEET 11 GROUT, SEE NOTE 61 SHEET 11 L ift, EMBED. SEE NOTE 1, SHEET 11 ' • 1." CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 1/4" MAX GROUT, SEE NOTE 6, SHEET 11 OPTIONAL f,r4INCRETE;;..1.: TYPICAL DOOR SILL (DIRECT TO CONCRETE) INTERIOR (ALL JAMB SECTIONS) EXTERIOR AEMBED. SEE NOTE 1, SHEET 11 kgrmiN:t. .EmBhigs. CONCRETE4.2- — " SHEET 11 OPT ONAL DOOR SILL (SUBS LL TO CONCRETE) 3.4 KSI MIN. CONCRETE A 1140 MAX. SHIM—.-f CONCRETE ANCHOR, SEE NOTE 1 SHEET 11 EMBED. SEE NOTE 1, SHEET 11 WOOD ANCHOR SEE NOTE 2 1/4" lox ewer 14 GROUT A SEE-1 NOTE 6, SHEET 11 TYPICAL DOOR SILL (DIRECT TO WOOD) CONCRETE A ANCHOR, SEE NOTE 1, SHEET 11 MUM •111111.11111.11111111111117 17■ r_411.1111. 3.4 KSI MIN..: . CONCRETE OR 1.6 KSI MIN. CMU . lx WOOD, SEE NOTE 3, SHEET 11 " 1/4° MAX. SHIM TYPICAL DOOR & SIDE LITE JAMB Itridayr Dara Hakim FJC. IODZID 8 8EW8HZALIDENBRLANDALTEIDIA7ETOP880TMORNLEIX7RUSIDI3 RINI1671 Oft R.W.W CHANGEDIENKEIOPOONOWE JAZ 0912211:8 0 ADDEDLOWRI8881LOPITON.PLTIFI8428Z8DOETNI8 ;Waxer 8151118)7 NOONANOESWISEIMEET 0112840 Rasura Dre aratimaeje tor FA 12/23/04 LT 418105 I 2x WOOD, SEE NOTE 3, SHEET 11 WOOD ANCHOR, SEE NOTE 1, SHEET 11 1/4" MAX. GROUT, SEE NOTE 6, SHEET 11 OPTIONAL OPTIONAL DOOR SILL (SUBSILL TO WOOD) _CONCRETE ANCHOR, 13/8" SEE NOTE 2, MIN. I SHEET 11 114° MAX. SHIM—..I PRODUCT REVISED us tompelytog ORD& MOO? Ruktbk Oad, . , 1070 TECHNOLOGVITRIVE NOICDfia FL $1278 to ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT law 8 I 114 1 12 a 12 8090-. 1:810 11 I D Robed L Ckuk,P.E. PE #1912 Structural