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WS-14-632Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-212825 Permit Number: WS -3-14-632 Inspection Date: May 22, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MARIA SALAZAR, JOHN SASSO Work Classification: Window/Door Replacement Job Address: 133 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: JOHN & JOHN AFFORDABLE SHUTTERS INC Building Department Comments Phone Number Parcel Number 1132060131820 Phone: (954)817-7299 SUPPLY AND INSTALL IMPACT 16 WINDOWS AND 2 Infractio Passed Comments INSPECTOR COMMENTS False DOORS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-209959. Pending letter from Eng/ Arch for 2 x 4 attachment /Z Q l� Failed El Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 May 22, 2014 Page 1 of 1 CHARETTE INTERNATIONAL ARCHITECTURE AA 26002424 AR 0016279 NCARB #50462 Date: 05/21/2014 TO: Miami Shores Village CONTRACTOR: John & John Affordable Shutters, Inc. PERMIT#: WS -3-14-632 ADDRESS: 133 NE 102nd Street, Miami Shores, FL 33138 SCOPE OF WORK: Retrofit Impact Windows and Door DEAR SIRS - THIS OFFICE HAS PERFORMED AND APPROVED THE REQUIRED INSPECTION FOR THE MULL BARS / CLIPS AND BUCKS FOR SIXTEEN OPENINGS WITH WINDOWS AND ONE OPENING- WITH DOUBLE FRENCH DOOR. THE WOOD BUCK AROUND THE FRENCH DOOR IS 1 X 3 ON THE SIDES AND 2 X 6 ON THE TOP. THE TOP IS ATTACHED WITH % X 4 TOPCONS STAGGERED EVERY EIGHT INCHES. I, PAUL CHARETTE, ARCHITECT HEREBY ATTEST THAT THE WORK ON THE ABOVE ATTACHMEN75 AND COM.PL}WENT5 ARE STRUCTURALLY SOUND. . T14EY ARE IN COMPLIANCE WITH THE APPROVED CONSTRUCTION PLANS AND THE FLORIDA BUILDING CODE 2010. Should you have any further questions do not hesitate to contact the office. 2528 N 3e Ave, Hollywood FL 33021 • 561-756-6094 • CIARCHITECTURE@YAHOO.COM CHARETTE INTERNATIONAL ARCHITECTURE AA 26002424 AR 0016279 NCARB #50462 Date: 05/15/2014 TO: Miami Shores Village CONTRACTOR: John & John Affordable Shutters, Inc. PERMIT#: WS -3-14-632 ADDRESS: 133 NE 102"d Street, Miami Shores, FL 33138 SCOPE OF WORK: Retrofit Impact Windows and Door DEAR SIRS: THIS OFFICE HAS PERFORMED AND APPROVED THE REQUIRED INSPECTION FOR THE MULL BARS / CLIPS AND BUCKS FOR SIXTEEN OPENINGS WITH WINDOWS AND ONE OPENING WITH DOUBLE FRENCH DOOR. I, PAUL CHARETTE, ARCHITECT HEREBY ATTEST THAT THE WORK ON THE ABOVE ATTACHMENTS AND COMPONENTS ARE STRUCTURALLY SOUND. THEY ARE IN COMPLIANCE WITH THE APPROVED CONSTRUCTION PLANS, NOAS AND THE FLORIDA BUILDING CODE 2010. Should you have any further questions do not hesitate to contact the office. S 0 Miami Shores Village Building Department N.E.2nd Avenue, Miami Shores, Florida 33.138- Tekr (345) 795.2204 Fax: (345) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT= "PLICATION Permit Type: JOBADDRESS: BUILDING Permit No. PF, EC?�� MA !t4 FBC 20 1 I% Master Permit-No.LCI S I-( — (yO 30 -- ROOFING City: Miami Shores County: Miami Dade Zip: 35.3 /O<r Folio/Parcel#• I _I '� a ©afg,0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): S SC) Phone#: -702 (?9 City: l am :SffQf2-e-S State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: l 1 City: Qualifier Name: State Certification or Registration #: Contact Phone#: DESIGNER: Architect/Engineer: 9Sq- 303-IFAJ 11 FL zip: 33 Od,o Yalu of Work for this Permit: I a ®o Square/Linear Footage of Work. Color thru tile: 000�0�00�000��000000000�x�00a�a�00��e000�00Fees000�0��0000�0�00�0��a��00��00�0�0�000�x��e�� Submittal Fee $ . Permit Fee $ CCF $ CO/CC $ Scanning Fee $ ` Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ • Bonding Company's Name (if applicable) Bonding Company's Address City J a� State Mortgage -Lender' -s Name (if applicable), Mortgage Lender's Address City State Zip 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, BEATERS, 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 first inspection which occurs seven (7) days after the building permit is is d In the absence of such posted notice, the inspection will not 4 approved curd a reinspection fee will be charged. Signature I / v — Signature er or Agent Contractor The foregoing instrument was acknowledged before me this IL The foregoing instrument was acknowledged before me tbis-kt day -of M CWdl, 20 a by ;fQAn6 PrS530 , day of M A R- Cf-( . 20A, by ll( it (l hop who is personally known to me or who has produced who is personally known to me or who has produced As identification an NOTARY PUBLIC: ` ADAMITA DANIEL SIMV MY COMMISSION # EE19M Mn;tFS: A023, 2016 Sign: Print: 4 My Commission Expires: APPROVED BY 3/ Plans Examiner Structural Review (Revised 3i12f2012X ReViWd 107/1W7XRevftei 06/10/M}(Revfsed 3115/09) as identification and whodidIl NOTARY PUBLIC: b ADAMITA DANIEL SIMV ^`� MY coMIdISSiON @ BE19Q EXPIRES: AP 3, 2016 Sign: Print: A-D14fVl A- My Commission Expires: Zoning Clerk NOTICE OF COMMENCEMENT A REfIWM COPY WWW BE'FOSTEO ON THE JOB SITE AT TIME OF RBST INSPECTION PERMIT NO. .__.-_---TAX FOLIO NO. O6 '1:213_—t4o_V STATE OF FLORII)A: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be property, and In accordance with Chapter 793, Florida Statutes, the i is provided in this Notice of Commencement. 'NESS my hand 1. Legal descripption of t n414 d r t, 2. Comdrition of OR Bk 29073 Ps 2431; (,1r<s ) RECORDED 03/19/2014 1091?:33 HARVEY RUVINClERK OF COURT °ITA= [T -DARE COUNTY, FLORIDA i A51' PAGE OF DADH 'his +s a true c of the on da AD 20 ofhc+ai Seat. oI +t and ouMy Courts 411?1 0 _ D.C. Space above reserved for use of recording office C rl� w • � RUM Tim.- QUM R A= Ell �j Ei 6. Surety: (Payment bond required I Name, address and phone number: Amount of bond $ 6. Lender's name and address: owner from contractor,. If anvj 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7., Florida Statutes, Name, address and phone number: & In addition to himself. Owners designates the following person(s) to receive a atopy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (ttm expiation date is 1 year from the date of recordlrtg unless a deferent date is Mucok4 WARN NG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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: Signature(s) of Owner ner(s)' Authorized Of IcerANrector/Partim/Niaraeager Prepared By . Print Name fio i-►iy— TwoHice myo n e r STATE OF FLORIDA COUNTY OF MIAMI-DADE Prepared By Print Name _ Title/Office The foregoing Instrument was acknowledged before me this _ � %,� day of lei sem_ _ ck) By 4_MS o Tod -L r_ _ Individually, or U as �— for s O _ _0 _ IN Personally known, or ❑ produced the following type of Identification. ------ Signature of Notary Public:— Print Name: (SEAL) MERIFiCATION PURSUA Tta SEC7TOA1 , aF><.OftIDA $T'A i1 E� ADAMITA DANIEL.81MIJ MY COMMISS1014 # FW(J% Under penalties of pefgmy, I declare that I have read the foregoing and E X PIRFs: Ap.3 r, 2 01 F that the facts stated , to the best of racy knowledge and belief. Signature(s) of ) )'s Authorized Officer/Director/Partner/Manager who signed above: By _ By— =_(11 W PAGEa Utz John A John Affordable Shutters Inc. 1128 N. Federal Hwy Hollywood, FL 33020 Impact I Non -Impact Windows & Doors • All Types of Shutters Office: 954-362-4253 Fax: 954-399-9860 Licensed .$ Insured CCC -15'1708J Cell: 954-303-1879 ioanancateu@att.net WWNDOWNS / DOORS Sales Agreement Sales - Service - Installation DATE: t3i� ! ESTIMATED DELIVERY: PHONE: � `cS07- 7a299 NAME: �.Tov tsf's"Sp ALT. PHONE: ADDRESS. 4' AIC 90a4;(t, CITY. �9/�- '/ S' ®tees COMMUNITY: ploeo . SSS®Qgogd. e'C& STATE: ZIP: 0 W, �� r: t r� WA DUE UPON INSTALLATION (45%) 61 ®W DUEATFINAL MN �'�C`�. 00 l All Products-°Arer"Miami=Dater County Code" Approved: We Beat Any Written Estimate On The Same Products. frame Chlor VA, "te. Glass Color Griq.&`i HARDWARE NOT INCLUDED -ON -FRENCH -DOORS: CUSTOMER -70 SUPPLY. CUSTOMER TO OBTAIN APPROVAL FROM CONDOMINIUMMOMEOWNER ASSOCIATION. PERMIT PROCESS WILL NOT START AND-WINDOWSIDOORS WILL NOT BE ORDERED UNTIL SELLRR RECEt S -APPROVAL t:ETTER. THIS SALES AGREEMENT IS SUBJECT TO ADDITIONAL TERMS AND CONDITIONS ON THE REVERSE SIDE. PERMIT AND NOTICE OF COMMENCEMENT FEES TO BE PAID BY PURCHASER AT COST. Method of Deposit Payment (Check One) ❑ Check #. Credit Card: ❑ visa ❑MasterCard ❑ Americcan Ewrem ❑ Discover . . . . .M7m Credit Card Number Expiration Date PURCHASER Purchaser read front and back of this agreement fully before signing. CONTRACT PRICE (Not Including PoynA Eng-feer�g & Mae Fps) - 4� DEPOSIT (50%)� DUE UPON INSTALLATION (45%) 61 ®W DUEATFINAL MN �'�C`�. 00 SALES REPRESS TIRE DATE a BROWAR-D COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A400, Ft Lauderdste, FL 33301-4895- — 954-831 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DHA: Rweipt #:1GENLR L3 c2ArtRACTOR Busing Name. INC Business &JOHN AFFORDABLE SHUTTERS Busing Type' CONTRACTOR} Owner Nan1e: CONSTANTU WZMV Business Open&.. -9/12/2011 BusineseLAnati011:1128 N FEDERAL HWY StBtelCptlMyiCert Reg:CGC15170a9 HOLLYWOOD ExenVtlon Cade: Business Phone:954-303-1879 .3 For Vending Business WY VSB W9@: Tax Mme I, Transfer Fee —� NSF Fee Penally P 10r Years Cofi6 On CostTOW Pad 27.00 1 0.001 0.00 0.00 1 0.00 10.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY( IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within BroWWd Cot a aft � non -regulatory In nature. You must meet all County andfor AlbuicipeRy puna ft 111iiM VAUQATED and zoning requirements. This Business Tax Receipt must be transferred when the business Is sold, business name has changed or you have moved the { business location. This receipt doe's not indicate that the business Is legal or that it is in compliance with State or Iocaf TWM and regutdOrs. Melling Address: IOAN ANCATBU Receipt e30A-12-00009592 512 BRIANVOOD CR Paid 07/25/2013 27.00 HOLLYWOOD, FL 33024 2013 -2014 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 497-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 HUZDUP, CONSTANTIN JOHN & JOHN AFFORDABLE SHUTTERS INC 1128 N FEDERAL HWY HOLLYWOOD FL 33020 Congratulations! With this license you became one of the neatly one million Florkflam lifthsed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from WXem to barbeque restaurants, and they keep Florida's economy strong. Every day we work toimprove the way we do business in order to serve you better. For Uhfonn On about our services, please log onto myttWdali 9m* -gym. Them you can fsthl more iilfftirffoon about our divisions and the regulations that impact you, subscribe to department newsisttem and Ilam more about the Department's Initiatives, STATE OF FLORIDA QE-PARTMENT OF BUSINESS-AND- PROFESSlONAL REGULATION COC 1517089 ISSUED: 04/10/2013 C8MFIED GENEF t, CONTRACTOR HUZDUP, CONSTANTIN JOHN & JOHN AFFORDABLE SHUTTERS IN ' ntission at the i)gpartmerlt 1W. License Ef6aently, Regulate Fairly. We constantly strive to Serve you better so that you can serve your IS CERTIFIED under the provisions of Ch.489 FS. Customers. Thank you for doing business in Florida, On yaw Clew license! 31 �1g@41ia The Department of State is leading the commemoration of Florida's 500th anniversary in 2013. For more inftmmtron, please go to www.V!VaFlorldii.org. LI4d Fl81�1� �JO DETACH HERE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIOMAL REGULATION CONSTRUCTION INDUSTRY UCENSIKG_BOARD- C=517089 The GENERAL CONTRACTOR N-ar1ed below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration data. AUG -3-1, 2014. HUZDUR, CONSTANTIN JOHN & JOHN AFFORDABLE SHUTTERS INC 1128 N FEDERAL HWY HOLLYWOOD FL 33020 RICK SCOTT ISSUED: 04/1012013 SEQ # L1304100OW713 GOVERNOR DISPLAYAS REQUIRED BY LAW VIVA R61I0A 500 KEN LAWSON SECRETARY CERTIFICATE OF UABILI Y INSURANCE DATEPUNDD/Y PRODUCER Acxredbd Insurance03/27/14 THIS CERTIFICATE -118-11 --fC�ATTF.RO TIO 6= Hollywood Blvd ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE { f6 ywood; FL 91094 _THIS CERTMATI: i IM NOT Ate, OR Fax INSURED JOHN & JOHN AFFORDABLE SHUTTERS, INC 1128 NORTH FEDERAL HIGHWAY HOLLYWOOD, FL 33020 INSURERS AFFORDING COVERAGE NAIC B INSURER A: DERATED NATIONAL INSURANCE INSURER e: ASCENDANT UNDERWRITERS COVERAGES THE ANY MAY POLICIES• �_-- POUCIES OF INSURANCE LISTED HAVE SEEN REQUIREMENT, TERM OR CONDITION OF ANY PERTAIN. THE INSURANCE AFFORDED BY THE 86GREGAIt LIMOS SHOWN MAY HAVE ISSUED TO THE INSURED CONTRACT OR OTHER DOCUMENT POLICIES DESCRIBED HEREIN BEEN REDUCED BY PAID EXPIRATION DATE THEREOF INSURER F: NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR IS SUBJECT TOAL-L THE TERMS,EXCLUSIONS AND CONDITIONS-- CLAIMS. OFSt1Ci{ MR ADD'L ❑ TYREOFIp1SIIRINCEpP GENERAL LIABILITY ©COMMERCIAL GENERAL LIABILITY E:10 CLANS MADE ©OCCUR ❑ POUCY NUMBER �! f 7fiig 08/09/13 F�®LR��IT$11�iAi�6W 08/09/14 LIMITS EACH EACH OCCURRENCE 1,000,000 A PREMISES R 100,0000 n+Eo ocP (Amrone person) 51000 PERSONAL &ADV INJURY 1,0001000 El © POLICY GEMLICY EGATEUMRAPPLI S El PROJECT [:1 Lor. . — AGGREGATE 2,00Q GW PRODUCTS•COMP/OPAGG- 2,=,00 E] AU MV0111Lg LIABILITY ❑ ANYAUTO 0ALtOWNEDAL #)S ElSCHEDULED AUTOS ❑ "KIM AUTOS ❑ NON OWNED AUTOS ❑ 08!20/13: 08/20N4- . COMBINED SINGLE LIMIT BODILY INJURY BODIL•YANJURY- (Peraccident) PROPERTY DAMAGE (Per 9990mm 1:1ANYAUTO GARAGE trronY ❑ ❑ AU` O,'6 LV-�EAACCIBED& OTHER THM EAACC- . AUTO ONLY: AGG_ B EXCESSNAABRELLA LIABILITY ❑ ❑ OCCUR ❑ CLAIMSMAbE E] DEDUCTIBLE RETENTION $ 1AfORKERS COMPENSATION AND EMPLOYERS.uaBUJTY. ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER IV EMBER EXCLUDED? It yes, describe under SPECIAL PROVISIONS below OTHER WC -83380-2 EACH OCCURRENCE AGGREGATE © W A - ❑ oTH-. E.L EACHACCIBEIVT 1()0,( E.L. DISEASE - EA EMPLOYEE 1001000 E.L. DISEASE - POLICY LIMB 5p0,000 ,rl CERTIFICATE HOLDER MIAMI SHORES VILLAGE -BUILDING -DEPARTMENT 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 CANCELLATION - SHOULD ANYOF THE ABOVE RIBED POLICIES BE CANCEL BEFORE THE EXPIRATION DATE THEREOF ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOICE TO THE CERTIFICATE HOLDER LIMED TO THE12".-BUT-FAILURE Tof;-60 To-60 SO SHALL -III $OSE-NO'OBUGATIOIWGR-LIABILrFY OF ANY KIND UPON THE QPURER, ITS AGENTS OR REPRESENTATIVES. fiL] Miami Shores Village APPROVED BY DATE ZONING DEPT 7102(0..' BLDG DEPT 3� SUBJECT TO COMPLIANCE WITH ALL FEDERAL SANT _ AND COUNTY RULES AND REGULATIONS fro.c t Uzi;^ 7!o a1C 7102(0..' -1& e,off X0. //--#/2,0 44 4 X �� . O X // - i/I �f• �� 38 k go 7 a,GX3g AR 7/0 KOIl r i/f , ©4 8 71/x50 n XO //-!/�f•oq 9 36 xSa rr X 0 q - /a x 37` u X 0 /l -- //t • a t1 3�'XSo // XO 43 /a - ;R M 0 / 7,2 X go F.o 96 'X 3 4f MR 7/0 X g ` f - /I Lf. 0,q- 7' 7 / 5/f 7,0 /- /0/1, At CHAREM INTERNATIONAL ARCHITECTURE INC AA280024$4 9 fm%lcuiE%.Iwm ♦ PLA Mw ♦ MOMP ICAI. IWJNOVA110"0 2528 N 38 7H AVE ♦ HOLLYWOOD, FL d wa►a►rc oam ♦(56+) 75e -M4 iv FLt m.* cA � y,/� /w y MM04 VOID LOAMint PSF. 1 ` 1 : LWVM ur End Zone (a).: 1.0% of lem nonzonai cumension or .4 n, wnww#wf.,w1...a."41"W, but M Ms than 4% of least hortontal dimension or 3 t (h = mean roof h010 In f . . 1gTF,4.AN-B% REDUCTtf3N (Jf ihtB IQAD$ SHOWN A�3A Y 8E.TAK�N F0R. # PMF .. r M1AMir• i B+IIAMI DADS COUNTY, FLORIDA PROW.-CT_CONTRO� SEG�IOI�i DEPARTMENT OF PERMITTING, WMAONAUNT AND REGULATORY 11805 SW 26 $tit, Rwm 208 A"AM (PERA) M1en1, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (780 315-2390 F (78&) 315-2599 N -0 -flat WWW n4gat remm0m togmext/ PGT Industry 1070 TechnoloffDrtve North Venice, FL 34275 SCOPE: - This NOA is -being issued under -the applicable -rules -and regulations -governing -the =use -of construction materials. The documentation submitted has been reviewed and aceepted by Miami -Dade minty Pte= Product -Control Section- _te_be-used Ai Miami -Bade County ether area where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the WmMon date stated below. The Miami -Dade County Product Control SeWon,(In Miami Dade Comity) and/ or the AHJ (in areas other than Miami -Dade County) reserve t9 4& is have this product or material tested for duality 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-maftrial within --their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. nb,product'is'approved°as'desedbed herein, and has, been, designed• to comply -with• the- Florida -Building Cadc,induding the High V6100ity Hmri=9 Zoos. APPROVAL DOCDNWIW: Drawing No. 11005--1, titled Series "Alum. French Door & Sidelites, Impact, sheets l through 10 of 10, dated 02/22107 with revision `T?' dated 48/14/12, prepared by manufacture, =signed and -sealed , by Lynn , Miller, -P. R, = bearing the, Miaomi-lade County Product Control Section -retmewal stamp with tae Notice of Acct number and expiration date by the Mimi --Dade County Product Control Section. roe and Small Missile Impact Reslstant ELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state, model/series,-and-following statement: "Miami -Dade County Product Control Approved", unless otherwise noted hers. FMWWALIof this NOA sluff be considered - ---after re al application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TEIATION of this NOA,%411 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 produet for sales, advertisingor any _other pis shall autonmatkAly terminate this NOX Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. AD : 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. INS8YL710N: A ropy -of this -entire NDA shall bo provided to to user by the maalifacum 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 No. 11-1013.22 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, NOA Na 12-016.02 Expli atim Date: Octobar 18, 7017 \ 5�� App�mvat Date: August 3 pa2412 PGT jndustries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITMD 1. Manufacturer's die drawings and sections. 2. Drawing No.110054, titled Series -"Alum. French -Door & Si - pacp', fleets 1 through 10 of 10, dated 02/22/07 with revision "D" ed 08/14112, repared by manufacture, signed and seated by Lynn Miller, P. E. Bs 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 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked. -up drawings and installation diagram of an Aluminum_ outswing French Boor with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F n,6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Airit0trationiest, 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, TAS201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced -Entry Test, per FBC 2411.3.2:1, -arid TAS 202=-94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelltes, prepared by Fenestration Testing Laboratory, Ine., Test ' Repott No. TTL -M12, *ed 05/05/07, signed, and sealed -by Carlos S. Rionda, P. -E. (Submitted under previous NOA No. 67-8629;1#) C. CALCULATIONS 1. Anchor verification cakuiatioos and Wuctural analysis,, complying with FBG -2007 .and-FBC 2010,.prepared by manufacture, dated 10/11111, signed and sealed by Lynn Miller, P. E. .(Submitted under previous NDA No. 07-8629.10) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami -wide -Department of 'Permitting, Environment, and 'Regulatory Airs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-4624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their VuFont ButneiteO PVB Interlayeie'Aated.09/08/11,.expering on -12/1l/lfi. 2. Nonce of Aocaptanm No. 11-4325.05 issued to SohWa, Inc. for their `Saflex and Vanceva_dlearlmd mor' i�terlr�yer "cued 05/05/1 expiring on 05/21/16. Jeinte"D.`G�cb�a .E. Product Control Seetion Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-1 ' PGT Industries. Inc. NQnM OF AtGEPTANUE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. Fn,6864, issued. by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTI -5212, issued by Fenestration LL'Testing Laboratory, Inc. dated 05/05/07, signed and seated by Carlos S. Rionda, P. E (Smhnd ed under previous 1VOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to POT Industries, for their Series -"FD-101 Outswing Aluminum. French Door w/ wo Sidehttes - L.K.I ", approved on 11/23/11 and expiring on 10/18112. { d rT• mow•^ tmQ A!a cwaxan, P. i Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval -Date: August30 2012 E--3 NOTES: OUTSWING IMPACT FRENCH IDOOR(S) AND SIDE LITE(S)PROas U a� � G NGDPTTON8: ` - m'lz02 /8" KO—12L1 LffE OF 1/8 F*VB INTE ; �% LAM IOM (A02'YO06F OF (1) LITE OF 118° HEAT STRENGTHENED GLASS PLUS AN .890 PVB INTE04 AYER OF DUPONT BUTACITE 012 NlFU0h1UM, PLUG {1) L1 I OF 3118" HEAT STRENGTFEN1 GLASS. C. 7118° LAM't NCK G48Sh CONSISTING OF (1) LITE OF 3118° ANNEALED GLASS PLUS AN AD PVS NiERLANER OF DUPONT BUTACITE OR 8Ai' MUKEWWJ:E'MAXIMUM PLUBI(1) LITE OF WI T STRENGTHENED GLASS. D. 7H_ 8° LA N M (.490 CONSISTING OF (1) LITE OF 3118° HEAT STRENGTHENED GLASS PLUS AN .000 PVB INTERLAYER OF DUPONT'BUTACITE OR-SAFLEXIKEEPSAFE � p MAXIMU PLUS (1) OF 3418�°° HEAT SMENG IT � GLASS. E. � , 8° 1 M Q0 ISTWG OF {7) LITE Ol: 3M8° TEMPERm.INF' AIRSPACE, (1) LITE OF U8' HEAT STRENGTHENED GLASS' PLUS AN .090 PNB, NOA DRAVWING MAW INTERLAYER OF BUTACITE PLUS LITE: OF 3118° STRENGT F Q (1) HEAT EN6D GLASS. TOS 2. DESIGN PRES8URES: SEE TABLE9.1 AND 2 ON'SHEET 2 3!I>EET 0. JRE AND GLASS TABUS ASTM E 1 300•x. GENERAL. NOTES--.... 1 A. MEGA DESIGN LOADS SASSED ON TESTED PRESSURE � � B. POsmvF-,DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES Am E i 64. CONFlGURATIONS ......... 1 3. CONFlG41RAT10N3: GLA23NO OETAILA.....—.. 1 I -o f N , O � XXO O)K OXO AND OXXO. 4. ANCFtO�R t : THE 33 U3% INCREASE HAS NOT BERN USED!IN THE DESIGN OF Tt#8 PRODI�C f IMATERIALS, INCL�ING BUT NOT LIMITED TO STEEL DESIGN PRESSURES.— 2 'THE 3 � r Ld SCdiE{N8, THAT COME wN o CONTACT wrrH OTHER t918$IMILAR MATERIALS, 8°HALL MEET AMOIREMENTS OF THE FLORIDA BUOMO CODE. FOR ANCHORAGE 4 to REQUI SHEETS ;$ TNROWGH 10: SRCTONS..».—..AB &SHvilmp LISgTT ».. ».. ,CES INSTALLATION 8C PARTS B FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. EXTRUSIONS 8, 7 1— LL 55 y, 6 7. ».._.»»..»... ®TEST REPORTS PTL -4964,6212 & Wil; ELCO ULTRACON NOA:11.0448.01,12-0128.ek ANSVAF&PA NDS -2W5 FOR WOOD CONSTRUCTION AND A6M-200B ALUMINUM ANCHORAGE,—.....»»... — 8.10 � df d. V-. DESIGN 0 to � 07 8. THISPRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 %6M ABBREVIATIONS 9. CO Fl RATIONS WHICH CONTAIN A SIDE LITE TO DOOR CJNNECTION: AN.= D A. THE LOWFeR DESIGN PRESSURE FROM TABLE 1.OR 2. PREVAILS. W p � T Z HEAT B. FULL LENGTH IRmFORCEMENT irri�M 22 SHOWN IN SECTION F -A 8HEaT 61 IStREQwRED ONLY AT ALL oodR TO SIDE LITE CONNECTIONS FROM 7�p. a'7 Ey}pq�D p Q Z g TABLE 1., SHT. I REFER TO TABLE 2, SHT. 2 F6R DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REidFORCEMtM. Q O 93 93 A �1 °d go g 3& 30 30 90 112° GLASS CITE ?3 112` (SLABS BITE 74 1P!° GLA33 BITE a 9494 94 d 118° AN. OR 3NNi AN. OR 1i4° A0i.4PACE 3118' HS. HS. GLAl48 3118: HS. HS. GLASS W18',H8. GLASS 080 PVB RdTERLAYER GLASS 090 PVB INTERLAYER GLASS TP' �L ASS ``tt t t t t t r r rrrr. (DUPONT BUTACITE OR (DUPONT OUT OR 108 HS. GLASS ��• •... �N/rrii SAFLEX0KEEPSAFE SAFLEWKEE E W0 PVB INTERLAYER MAXIMUM) MA)(IMUM) (DUPONT BUTAQXE) y1 d 3W NOM. 7116, NOM.13/18°'NOM. GLASS STACK GLASS STACK � _ Ne7O� r:u9 z 3/8" LAMI NOM. MW LAMI NOM. 13/16" L.AMI IG NOM.•�r7y d LNG OPTION A OR 6 NOTE GLAZING'OPTION G OR D, NOTE 1 GLAZING QIP ION E, NOTE 'l '^.,��e% p¢a ,- %rrrrant��`t� TABLE 1. DESIGN PRESSURES FOR ALL C NFIGURATI NS A0PRONED CONE- IGt!AA $ONS: X,)0(, O, OX XO, OXO, XXO, O)Cf & OXXO (FORIPOORS WI SIDE UTES THE LOWER dP FOR THE IDOOR bR SIDO LIVE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR SI�iE LITE CONNEClIOWS W-45.0 8 WITH GLASS TYPES A, B,,C 0 OR E H HT X VYI[3T 87 314" 91 8°-I53/4- 3° 37 9 5.0 I -75.0 1,476.01 -mm :+75.0 I 75.0 I +76.o 1 -75!0 27 314- +75.0 -75,01+76.01-:76.011+7,0.01-75.01'+78.01-76.01+7&0 754 36 I/8- +75.0 -75.01 +75.0 -75.0 +71.4 -71A '+87.0 $7.8 +642 -64.2 36 314- +75.0 -75.0 +74.8 -74.9 +70.4 70.4 ;+66.Q -f)6.6 +M.1 -83.1 36311V +,75.0 1, 75,0 +75.01 -75.0 +76.0 I -75.01;+75.01-75.01 +75.0 75.0 TABLE 2. DCsSK3N PRf=SS6RES FOR COddBINo? Soc)RHsiDi LITES ONLY APPROVED CONFIGURATIONS: OX XO, 'OXO, )XO, OXX & OXXO &HE LOWER IDP FOR THE DOOR OR SIDE L rE PRF -/AILS) REINFORCEMENT IS NOT REQUIRED AT DQOI'% & SIDE LITE CONNECTION. GLASS !XPES A, B, C, FO -lir. HE HT X WIDTH &WIDTH dB -793W 70 - 83:3/4- 1 87 3/4" 913/4- 8° - 05 314" ? 2512. 4° 47 3/4- +68.6 -5i8 *56.4 -WA +62.4 -52.4.+49.4 49.8 +47.4 -47,4 21 lir 51 314- +64.9 -54.9 *51.8 -51.8 +49.0 49.0.+40 -46.5 +44.3 44.3 2912- 65 314- +51.7 -51.7 +48.8 48.8 +46.1 46.1 +43.6 43.8 +41.6 -41;6 28 A 12. e, 59 3/4" +49.0 40 +46.2 -46.2 +43.6 -43.6 +41.4 41.4 +39.3 -39.3 28 3312. 54 63 3/4- +443.1 43.1 +43.1 43.1 +41.5 -411.51+39.31-39.3 +37.3 -37.3 351/2- 67 314- +38.1 -36.1 +38.1 -38.11+38.1 .38.1 +37.0 -37.61+36.0 -35.6 36 3712. a 713/4- +34.0.0 '10 +34.0 -34.0 +34.0 -34.0 1+34..0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O.WIDTH GLASS TYPES B C, D OR E 903/4- +.*0 -75.01+76.0 -75.0 +7'5.0 75.0 +75.0 -75.0 +75.0 -75.0 12 314- +'75.0 -75.0 +75.0 =75.0 +75.0 -75.0 +75.6 -75.0 +75.0 -75.0 19" +772.4 7Z.4 +68.5 X68.5 +65.0 .650 +61.6 -61.9 +590 -590 21 V4" • 84.5 -84.5 +61.0 =61.0 +b7.8 -57.8 +55.0 .65.0 +52.4 -52.4 Z7 3W +62.9 -5Z.8 +49.9 =49.91+472g 47.2 +44:7 -44.7 +42.6 -42.6 36 'W8" +35.2 4.2 +35.2 4521+352-3621+35.2-35.2 +34.4 -34A 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: � � c . -•:� LAMI (1f8" A. .080 M, 3118" HS) >. , B. 3/6"I.AMI (IM' HS, .M PV5, 3flW HS) C. TMW LAMI(3/ B° A, = PVB, 311$ D. 7PI8° LAM! '8" FSS, .080 0W 3f1(" ) ® E.13M r LAW 10(3116" TP,1fa" AMPACE,1f8° ft= PNB, 3MW HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2, MAX 0=0 WIDTH - 731W MAX OXO WIDTH =1(E 112° MAX )0(01 XX WID11H - 407 *4° f� d MAX OMO 10107H =143 3f4" '- 3. SINGLE DOORS 33 6W WIDE OR OVER AND THE oOr;RABLE PANEL OF DOUBLE DOORS 641!8° WIDE OR OVER FROM1EITHER TABLE COMPLY WiTA THE EGRESS REO SOF THE �- w 'FBC. EWER DOORS MAY BE USED WHERE EGRESS 18 NOT REQUSiED BY CODE. J 4.'DESIGN PRESSURES UNDER40 P -81-F. ARE;NOT APOL1CABLE IN MIAMWADE COUNTY• 6..'EXAmPLEB OF COMBINED DOOR AND SIDE LITE DESIGN UFROSSURES: y alf EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 00" HIGH SINGLE DOOR WITH 20° SIDE um O DESIGN PRESSURE = +67.81-87.6 PSF V ; EX B FIROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x W HIGH DOUBLE DOOR WITH 36111" SIM LITES DESIGN PRESSORE - +76A 1-70.4 PSF p: (g N tL EX C FROM TABLE 2. OXO WITH GLASS TYPE C G 30" WDS x S7 314° HIGH SINGLE DOOR WITH 28" SIDE LITk8 DESIGN MMURE -+4'4.6 f -43.8 0SF EX D FROM TABLE 2. OXXO WITH GLASS TYPE C 83'3W WIDE x W HIGH bOUSLO DOOR WITH 26" SIM LITE$ DESIGN'PRMURE = +43.1143.1 PSF 6. FOR COMBINED DOOR AND SIDE LITEO FROM TABLE 1, WHICH REQUIREDRCEMEF AT DOOR TO SIDE L ff E. 5 FOR REINFORCEMENT CONNLCTKSECTION f -E, SHEET * SS DETAIL 73 1/2" MAX, 36 3/4" -- MAY 37 1/2" rAMAX —I 1081/2" MAX. 36 3/4"36 3!4" _ —MAX— --'SEE ^'r -'SEE NOTE 3 -- MAX. N d 49 d 49 lx� 10 EI" O r i / �lE E� ! X �E O U 41 -143 3/4" MAX. 363/4" SEENOTE3— _363/4" MAX. —'r �' MAX. N d 49 d O U 41 cf) CD - lo 953, MN 40 us uuii J E(" 1 LAC L-X Q f l0 05 tL O 0 � M -SEE NOTE 4 SEE NOTE 4 Qxx© 41 -SEE NOTE 4 36 3/4" MAX. 33 5/8" MAX. B DLO (TYP.) G IG 95 3/4" MAX. (TYP.) 84 MAX. X. j/ DLO (TYP,) DOOR DLO HEIGHT =HEIGHT -1139' DLO WIDTH'X' =DOOR WIDTH, -12 15016" DLO WIDTH'XX = DOOR WIDTH/2 -115116' 0 1 SIDE LITE DLO HEIGHT - HEIGHT -11318" DLO WIDTH =WIDTH -31/8" .. X <. (:Ix 41 ` O NOTES: A 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.Y 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND•5' 3. SIDE LITES OVERLAP'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE'XO', 'OX', 'OXO-XXO%'OX)C AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR'X' AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 -4.079) RENEWED g with The Florida Me z'T' C 4" N d d O U cf) CD - lo 40 us uuii J � Q � 05 tL O W � M Z = i- O Z _ a Z 0)Z O W M Q� N d c LL C) LL 0 �4 ics 1 N q d o2! N\0 O'• Z:j h„ � y20 ,� Z �t7:za �r�f1 n 111 VO,`` INTERIOR t T SL SECT. BiB VERTICAL INTERIOR SIDE LITE CLEAR -COLORED SEALANT AT HEAD/JAMB AT SILUJAMB SL VIEW G -G CORNER ASSEMBLY Piatda N T VV . p C/b W I— �� Z ', O J~ LUr p �a p (n 0 a Lu Z p' y) — F— u� s © F- O F- O p LLUUY LU OQ0 U) z dU -J ix a aN d fVU. LU >Q: a Q nog 0 9 VV . -Z:z 6% SPACING, SAME AS Imo ---MAX. SL WIDTH- 1 JAMB ANCHOR SPACING r MAX. SL WID7h1-- (SEE SHEETS 7, 8 AND 9) f j MAX. DLO J SL SECT. E -E _� HORRI_Z. (DOOR W/ SIDE LITE) SEE TABLES i AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY VLV SL SECT, F -F HORIZ. (SINGLE SIDE LITE) with tlxi FlutWo -05if. = to 'Y/t" `\ z Oyyo ©8 V a d sM lritltt�� o W � J ffj � O _ in 0610 LLL W Z 0 Lo q =1- U W p 1�- Z = r a O= z Icn < z O Z a W N d N 0d L O N ® n mw d< 'Y/t" `\ z V a lritltt�� ITEM DWG # PGT# DESCRIPTION 60 920D 6820D SIDELITE HEADER 61 921D 6921 SIp LITE SILL 62 9188 80381 $IDELITE JAMB 83 1155 781PQA X 1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS {STOCKING #70998) 85 989 7989 SILL GASKETS (STOCKINd #70998) 66 934A 61641M SfDELiTE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712853K SETTIING BLOCK, 3132" X 1I4" X 1" W/PSA, 85 +(.5 DURO. 71 71267K SETTING BLOCK, 1118" 172" X 1" WlPSA, 65 +!-5 DURO. 72 4222A 64222 BEAD, 7/16" 73 986 6988 BEAD, 3/8" 74 4087 64067 BEAD, 13718" IG 80 6DURAK14 1(4" DURASEAL IG SPACER 91 6TP248 BULB, THIN (USED IN EXTRUDED BEAD) 92 886 84886 BEAD, INTERIOR 93 1224 BTP247 BULB, THICK (USED IN BEAD), 84 GLAZING SILICONE, DOW 899 OR 963 95 GLASS, 318" LAMI -118" A, 90 PVB, 3M6" H5 86 GLASS, 318" LAMI -3118" HS 97 GLASS, 7718" LAMI - 3/16" A, .90 PVB, 3118" S 98 tif.ASS, 7718" LAMI.3116" HS, .80 PVB, 3118" HS 98 GLASS, 13/16" LAMI IG - 3h8" TP, 114" AIRSPACE, 118" HS, .90 PVB, 3116" HS 103 [OFF -THE SHELF DEAD BOLT LOCK. 0 X.750 PH FL. SMS ITEM DWG # PGT# DESCRIPTION 60 920D 6820D SIDELITE HEADER 61 921D 6921 SIp LITE SILL 62 9188 80381 $IDELITE JAMB 83 1155 781PQA X 1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS {STOCKING #70998) 85 989 7989 SILL GASKETS (STOCKINd #70998) 66 934A 61641M SfDELiTE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712853K SETTIING BLOCK, 3132" X 1I4" X 1" W/PSA, 85 +(.5 DURO. 71 71267K SETTING BLOCK, 1118" 172" X 1" WlPSA, 65 +!-5 DURO. 72 4222A 64222 BEAD, 7/16" 73 986 6988 BEAD, 3/8" 74 4087 64067 BEAD, 13718" IG 80 6DURAK14 1(4" DURASEAL IG SPACER 91 6TP248 BULB, THIN (USED IN EXTRUDED BEAD) 92 886 84886 BEAD, INTERIOR 93 1224 BTP247 BULB, THICK (USED IN BEAD), 84 GLAZING SILICONE, DOW 899 OR 963 95 GLASS, 318" LAMI -118" A, 90 PVB, 3M6" H5 86 GLASS, 318" LAMI -3118" HS 97 GLASS, 7718" LAMI - 3/16" A, .90 PVB, 3118" S 98 tif.ASS, 7718" LAMI.3116" HS, .80 PVB, 3118" HS 98 GLASS, 13/16" LAMI IG - 3h8" TP, 114" AIRSPACE, 118" HS, .90 PVB, 3116" HS 103 [OFF -THE SHELF DEAD BOLT LOCK. PRODUCT Ito th the � cmnl�ying with the Florida gollding Acccplanco No Bn opDatQ!1?i Mi cl p o O o d ® o, ®o r t� --1 Q a co u- 04. ot5 a S' Z F QZ f - Q w 504 �-{ J LLL. O 360 055 — Q N o t] t<1_ Q 13 OUTSWING THRESHOLD CHANNEL COVER 6063-T6 X pp o 1,000650 .125 m -vim o d a 22 TUBE MULL z h : o. Z W S 6063-T$ TEM DWG # PGT# DESCRIPTION 1 8436 60411 FRAME HEAD 2 1010 6Q300 WS -L .19Q X .375 HIGH 3 7070 67070 BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 936 7938X 2 PT, LOCK STRIKEPLATE 6 856 7956A, FRAME HERO STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8-32 X.50Q PH. FL. MS - S.S. W/SILICONE PATCH 8 995 70995 GASKET (BETWEEN THRESHOLD &FRAME JAMB) 9 996 70996 GASKET (BETWEEN HEAD &FRAME JAMB} 10 952A 6533016 FILLER HEAD ADAPTER 11 1100D 611000M OUTSWING THRESHOLD 12 167Q 671670 WS'TP, .350 RD FOAM FILL T -SLOT (AMSBURYi}32p11) 13 11004A 811004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER .D65 (INHOUSE INJECTION MOCKED), 15 11002A 41100 ACETAL BRACER .095 (INHOUSE INJECTION MOLDED). 16 11003A 41100 A ACETAL SPACER .140 (INHOUSE NJEGTION MOLDED), 20 915D 60380 FRAME JAMB (OUTSWING) 21 1090 8Q300i WS7P.,Q-CON .190 X.375 HIGH 22 6808 86608M REINFORCEMENT, 1.000X2.75pX0.650,8061-T5 23 1140 78X112P5ATS 1'/8 X 1.500 PH SQ A TTS 24 1048 71048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH, FL. SMS 27 7070 67070K BULB WEA ERSTRIP .187 X.30p HIGH 30 810D 8910 DOOR PANEL, TOP &BOTTOM RAIL 31 911E 8811 DOOR PANEL, SIDE RAIL 32 917- 7FRM4 HINGE EXTRUSION 33 1178 71058FP W,B #10X.625 PH. FL SMS 34 813A 80378►w1 TRUSS CLAMP 35 1130 6TRODA 5/16.18 THREADED ROD 36 980 79901VUTA 5716-18 FLANGED HEX NUT 37 914A 80378M WEATHERSTRIP CHANNEL 38 7834FPT 11/8X.75 PH. FL. TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL 8 PANEL STILES) 40 1023 67924E WSTP., .187X.250 HIGH, FINSEA4 41 928 41720 SLIDE OLT ASSY. (fNACTiVE PANEL ONLY) 42 1145 76X12FPAW #8 X .500 PHI FL SMS TYPE BDS 43 1212 7P30GG SILL DUST LUG (INACTIVE PNC). 44 983E 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984E 6984 OR PANEL ASTRAGAL 2 (OUTSWING) 48 1213 6Q200FS WSTP.,Q-CON .190 X.200 HIGH 47 929 74UBL K LOCKSUPPORT ASSY. (41707 & ' 1708} 48 1139 7634E #6X.750 PH; FL SMS 49 982 FD2PTAY 2 PT LOCK ASSY. 50 6R180F5 RUBBER SLEEVE 51 930 41721 STRIKE PL.'I 'INSERT (INACTIVE PANEL) 52 831 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X341'FA #10X,750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #1 4.626 4.000 .062 DOOR PANEL TOP & BOTTOM RAIL 6063-T5 +-1.750-1 DOOR PANEL 31 SIDE RAIL 8063-T5 1,750 4.726 4.100 .062 4.675 1.500''{ --3.655 � ' 3.111 .1251 .750 560 1. .050 --►i FILLER HEAD ADAPTER C3 TRUSS CLAMP 1 / 6063-T5 6083-78 r- 3.000 1.27 2 1.79 .050 `t/ FRAME HEAD 8063-T6 .OSO .079 �9 .489 3.000-- - 11 OUTSWING THRESHOLD 6063-T6 DOOR PANEL e}4 INTERIOR AS'TRAG'AL 6063-T5 L ---I r--.568 .683R+ 050 318" GLAZING BEAD 73 6063-T5 1--3,100 ------ --1 J 1.479 5.459 .075- - 5.212 6.085 --.075 4.586 _ .750f 3.100 ---moi SLH HEADER 1 SL SILL 6063-T6 1.750 4.726 .062- 4.675 4.100 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 f- i-.525 .683 050 7116" GLAZING BEAD 72 6063-T5 ---.050 3.000 1.4801 ~ (]. O �+ 20 DOOR'fRAME, JAMB 6063-T8 1.578►{ -►j .890 - -.050 3,OD0 SLJAMB `6 6003-T8 .830 2.980 .050 F- SLJAMB �6 ADAPTER 6063-T6 .050- 1.620 1 .250-� 37 WEATHER STRIP CHANNEL 6063-T5 0.375 2.125 ,125 32 HINGE 6063-T5 �+-.172 050 .683 -�{ 1.092 74 IG GLAZING BEAD 8063-T6 with the I 04 ~ (]. O �+ a Wo LO ��`\` J W p o � 4t LL. to S z W U) Qo U) � LI � O �N d N rr � LLa ui .. y.. ........... ��`\` -}•—ZONE"F"ZONE"F"'�Z ENE HEAD HEAD HEAD ZONE "C"--1 ZONE "D"ZONE HEAD HEAD HEAD [—ZONE "E"--1 ZONE "Dl'--tZONE "E"I m PRODUCf RENEWED as complying xith Floddeell N r1�hqa l3wi se da ,%-051(o.© ®'a%A Accept -le -No Duta17 X = MINIMUM JAMB ANCHOR miami duct Miami DadoPcoduet Coakol LOCATION. }-ZONE SILL »� SILL »---}-ZONE z X z z XX z W z O z z XO OR OX z -= ADDITIONAL JAMB b Y 04 -m a N N N m m m N N m m m ANCHOR LOCATION, m EQUALLY SPACED AS 0 Q Q ¢ REQUIRED PER TABLES Q 3-7 ON SHEET 9. Q CD �- 1 U= o y W o � J SILL EL ZONE'"C"I �ZONE"D"� D' SILL � SILL _ _� SILL I ZONE"E' ZONE"D" ZONE "E" Q S z O Cn o ® Z IL SEE TABLE 3., SHT. 9 r SEE TABLE 4 , SZ -- "` 3 +` SEE TABLE 5., SHIT. 9 SEE TABLE 6., SHT. 9 0 _O .6 � O s' HEAD HEAD d---.. _ "" - HEAD "HAD+" HEAD rzZONE "D"--j—ZONE' "F"�ZONE� OE E —ZONE "F'�` E' I HEAD HEAD HEAD HEAD HEAD ZONE EXAMPLE ANCHORAGE SOLUTION < a z I O 0 o6 to II E" FOR A CONCRETE � w O a W a 0 Z OXXO INSTALLATION U o a w til A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM 0j U- oq Q l TABLE 7, SHEET 9. Q o I d N _ tLOXO w W XXO OR OXX W N Q co PLUS;a 10 m m mmg m d B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, "F"'ZONE. o of N w SHEET 9, EACH SEE ENCIRCLED VALUES, SHEET 9� 016 C SOLUTION; TOTALS (4) TYPE 1 OR 2 ANCHORS $ o f g SILL SILL 1 SILL jj SILL � SILL �ZOINE--} } ZONE ZONE "ZONE EACH JAMB ANb 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD "F"ZONE-j ZONED ZONE F F ZONE F I.E. AND AT SILL. "E "E" Q SEE TABLE 7., SHT. 9 E _SEE TABLE 7., SHT. 9 o E' SEE TABLE 7, SHT. 9 `\``j111 NfcJ'� EXAMPLE OF ANCHORAGE FOR A 71 314" x 83 3/4"'XX' DOOR, RIGHT) = ANCHOR LOCATION FOR EXAMPLE ABOVE 1,"' ............ WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT NOTES: V f <-w, 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3.'#12 SCREWS a : 6 0." d � fin¢ O -mR 2.ANCHOR QUANTITIES ARE BASE© ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. r2 . � Z �� a JAMBS (ALL): 13 114" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: FROM CORNERS, AND 20 7/8" MAX. O.C. may'• �% �yy' • '' 6" MAX. 9" MAX. FROM ASTRAGAL CENTERS HEAD & SILL OF SIDE •..... • FG�� LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. -}•—ZONE"F"ZONE"F"'�Z ENE m N oxxo m }-ZONE SILL »� SILL »---}-ZONE TABLE 3. X DOORS � T 4. XX DOORS_,�.••� TABLE 5.0 SIDE LITE Q TABLE 6. XO & OX ® TABLE 7.0X0, XXO, OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO 8, OX) & OXXO -"?!�,C, �.�••.-•y,,,"' PRODUCf RENEWRD 1 1/d"ELCO'yIAPCONS i�uePbcide GLASS TYPE A. 6, G O. E ' GLASS TYPES , B. G C; E� GLASS TYPES A, 8, G D, E GLASS TYPES A. b, G D. E GLASS TYPES �� Oo �; �'0.19 ANCHOR TYPE &SUBSTRATE 2,3, W000 1,2. CONG ANCHOR tYPE g SUBSTRATE 2,3, WOOD 1,2, CO ANCHOR TYPE &SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE 8, SUBSTRATE 2,3, WOOQ 1,2, CONC ANCHOR TYPE g SUQSTRATE 2.3, WOOD 1,2, CO 2. 1/4" ELCO SS4 CRETE -FLEX AcccPo" eN0 g W S"P'r°}141°Detg�t��{Z MASONR'YANCHORS DOORWIDTHS'. LOADZONES DOOR WIDTHS LOAD ZONES VJIO�S LOAOZONE6 DOOR WIDTHS LOADZONES DOOR WIDTHS LOADZONES by., ap , 3. #12 SCREWS (G5) Mian I Dade Product Con � � "XX" - d7.7fi w� w "Cy' - 10.75 "X' - 25.50 "K' - 25.50 TO 37,5 TO 71.75 � •.,, r TO 36.75 TO 37.50 TO 37.5 {�. 6. 4. ENCIRCLED ANCHOR j 111 W W Li W b IV ,,,, W QUANTITIES IN TABLES 4 N p a a ro TO 71.75 (3 AND 7 PERTAIN TO THE Cj f 'g ma �maa � d►- waw � m � � � m� ga ;o lo �a �4�.i�4 � SEE g ¢ g EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. p © Q V�nDTH x HT: li x x 3 x WIDTH Hr �=pxw��p�w x�� '� a'>f � W�ni HT. o 0 0 LRE o o x o x x LIE Ht. -' � p o� o o 25.50 x 79.7 x x x 3 5 2 7 1412- 3 x 47.75 x 79.75 4 3 6 4 2 3 x 10.75 x 78.75 o 4 1 4 1 wlDTti x HT. 10.75 x 79.75 4 2 x o F 4 2 WIDTH x 10.76 x 79.75 d 2 o 4 2 x J Af} LhC ` -7'.O 83,7816 2 7 4 2 3 83.7 5 4 7 4 2 3 83.75 4 1 d 1 83.75 d 2� 4 2� 83.75 d 2 4 2 ~ 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.7 4 2 4 2 �j 87.75 4 2 0 4 2 4 r W W 91,75 6 2 7 4 2 3 91.75 5 4 7 4 2 3 91.76 4 1 q 1 9t,7 A 2 pprc 0 4 2 0 91.76 g 2� 4 2 � LU 95.75 � 8 2 7 14121 3 95.75 5 4 T 4 2 3 95.75 4 1 4 1 95.75 d 2� 4 2 tY 95.75 �} 2� 4 2� ON 0 O 27.50 x.79.75 5 2 7 4 2 3 51.75 x 79.76 5 4 ? 4 2 3 12.75 it 7976 4 2 4 @ 12.75 x 78.75 4 2, ' O 4 2 u. � 12.75 x 79.75 d 2� 4 2 F' Q CA LL 83.7b 5 2 7 4 2 3 83.7 5 4 T d 2 3 83.75 4 2 4 2 83.75 4 2 �I `f d 2 "f 83.76 d 2� g 2 a o 67.75 5 2 7 d 2 3 87.7 5 4 7 4 2 3 87.75 4 2 4 2 87.76 4 2 ', m 4 2 m 87.75 d 2 d 4 2 Q g o 91.75 8 2 7 4 2 6 91.7 5 4 T 4 2 3 81.75 4 2 q Q 4 91.75 "4 2 r 4 2 r 91.75 d 2� 4 2 85.75 6 2 i d 2 5 95.75 6 4 7 4 3 5 9575 4 2 4 2 95.75 4 2 i �po 4 2 � 85.7fi 4 2 Q 4 2 O z 29.50 z 78.75 5 2 8 4 2 3 55.75 x J9,75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 W 19.00 x 79.75 4 3 u, d 2 Q ty Lu 83.76 5 2 6 4 2 3 83.7 5 4 2 4 2 3 83.76 d 2 4 2 83.75 4 3' W 4 2 W 83.7b 4 3 W 4 2 W Z Lu 87.75 6 2 8 4 2 5 87.7 5 4 2 4 2 3 67.7 4 2 4 2 87.75 4 3 2� 87.75 4 3 4 2 r 91.75 6 2 8 4 2 5 81.7 6 4 7 4 3 5 91.7b 4 2 4 Z 91.75 4 3' .L 4 2 Z 91.75 4 3 6 4 2= a N Qa LL O 95.75 6 2 8 4 2 5 95.75 8 4 $ 4 3 5 96,75 q 2 q 2 95.75 4 3 0 9 2� 95.75 4 3¢ 4. 2 4 a. 31.50 k 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 $ 4 2 3 2t.75 x 79.75 4 2 4 2 21.75 x 79.7 4 3 4 4 2 t] 21.75 x 79.7 A 3� 4 2� aN v 83.75 6 2 8 4 2 b 83,75 5 5 8 4 2 3 83.75 4 2 4 2 83.76 u�l 4 2 u`5 83.75 d 3 LL 4 1 2 O CI Q Q 87.75 6 2 8 4 2 5 87.75 8 5 8 4 3 5 87.75 4 2 4 2 87.751 w 4 2 w 87.75 d 3 "F 4! 2 � 91.75 6 2 8 4 2 5 91,7516 5 9 4 3 5 9175 5 2 4 2 91.7$ 4 2 j 91.75 5 3 p 4� 2 p 96.75 7 2 10 4 2 5 95.75 8 5 8 4 3 5 95.75 5 2 4 2 95.75` .z`j � q 2 � 95.75 5 3 M 4 1 2 r' 33.50 x 79:75 6 3 8 4 3 3 163.75 x 79.75 5 5 $ 4 2 3 27,75 x 78,75 5 2 4 2 27.75 x 79.75 5 3� 4 2 N 27.75 x 79.75 5 3 m 4 2 m M `•I ib 83.75 6 3 8 4 3 5 i 83.75 8 5 $ 4 3 5 63.75 S 2 4 2 83.75 6 3 z 4 2? 83.75 5 3 h 4 2 F lie SZ75 6 3 8 14131 5 87.75 6 5 $ 4 3 5 87.75 5 2 4 2 87.75 5 3 4 2 G 87.75 5 3 4 2 91.75 7 3 10 4 3 6 91.75 116775 6 5 8 4 3 5 91.75 6 2 4 2 81.75 6 3 w 4 3 w 91.75 6 3 4 3 o ° 95.75 7 31101413 5 96.75 7 B ip 4 3 5 85.75 8 2 4 2 95,7b 6 3 m 4 3 m 95.7 8 3� 4 3 W 6= 3b.b0 x 7g7 6 3 8 4 3 5 x 79,76 8 b 8 4 3 5 38.13 x 79.7b 6 3 4 3 36.13 x 79.7 6 4 36.13 x 79.7 6 4 4 3 V 83.75 8 3 8 4 3 5 83.75 8 5 '$ 4 3 5 83.75 6 3 4 3 83.75 6 4 � 4 3� 83.7 8 4 4 3 87.75 6 3 8 4 3 5 87.75 8 5 '$ 4 3 5 87.75 7 3 4 3 8J.75 7 5 LL 4 3 u�, 87.7 7 b� 4 3 \`lAillllllrr,�/ 91.75 7 3 10 4 3 6' 91.75 7 B ip 4 3 b 9175 7 3 4 3 91.76 7 5 Q d 3 p 91.7 7 5 s 4 3 O C O �v4 95.Y 7 3 10 4 3 5 95.75 7 6 10 3 5 41 95.75 7 3 4 3 85.75 7 5 x tl 4 3 s p 95.75 7 5 z 4 3 z , 37.50 x 79.7 8 3 8 4 3 S i :71.75 x 78• 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 d 4 3 Q 36.75 x 79.7 8 4 2 4 3 2 v.y o Tw a 4 IrS 83.7 6 3 8 d 3 5 I 83.75 6 5 9 4 3 83.75 6 3 4 3 83.75 6 4 � 4 3 � 83.75 6 4 W 4 3 W `a o Z R 87.7 7 3 10 87.75 6 5 9 4 3 5 87.75 7 3 4 3 87.75 7 5� 4 3 .4•� 87.75 7 5� d 3 y 2 tl� YJ a 9115 7 3 10 4 3 5 91.75 7 6 hp 4 3 5 91-75 7 3 4 3 91.75 7 5 N 4 3 w 91.75 7 5 4 3 •yJi� CO :. Y 95.7 7 3 10 4 3 5 95.75 7 6 7p 4 3 5 95.75 7 3 4 3 95.75 7 5 � 4 3 � 95.7 i�rrrr n IlAlti�� 5 7 5 4 3 2X WOOD 13/4" -13/4" - BUCK, NOTE 2 3.4 KSI MIN. CONC. ��IN E.D. MIN E.b.—i 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 1 1X WOOD BUCK, NOTE 2 ix WOOD 1 3/8" TYPE I 1 3/8" z5 BUCK, NOTE 2 130" TYPE 2 MIN, MAX. SHIM 1/4" MAX. WOOD EXT. SHIM ANCHOR CONC. EXT. E_x_T_ANCHOR, TYPE20R3, NOTE I ---NOTE I DOOR HEAD(WOOD) DOOR HEAD CONC111"TYPE I OR2(CMU) 1 3/8' TYPE I (CONC) SIDE 13/4' TYPE 2 (CONC) 1!4" MAX. SHIM MIN "4'MAX- SHIM 1/4" MAX. SHIM 4 314" MIN, E.D. I WOOD ANCHOR ON " STAGGERED CENTERS, - TYPE 2 OR 3, NOTE 13/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE I 13/4" 1 3/4" MIN. E.D. 13/8" TYPE I 1 3/4" TYPE 2 1/4" MAX. SHIM EXT. CONC. ANCHOR, NOTE I E HEAD (WOOD) SIDE LITE HEAD (CONC) 11/4" TYPE 1 OR 2 (CMU) 114" MAX. SHIM 13/8" TYPE I (CONC) 3/8- MIN. 1314" TYPE 2 (CONC) CONC MIN. E.D. ANCHOR, CONC ru h NOTE NCHOR 1.5 KSI MIN. CMU OR ' ON AWOOD 3.4 KSI MIN. CONC. STAGGERED j A OANCHOR, CENTERS, - I 314"MIN. E.D. 3/4' MIN, E.D. TYPE 2 OR 3, 2X WOOD.J EXT. 1 X WOOD BUCK ti '6KSI MIN. CMU OR 2X WOOD _j P - NOTE 1 [-_ f:, "., BUCK NOTE 2 NOTE, 074�MIN. CONC. BUCK, NOTE 2 IX WOOD BUCK, NOTE 2 EXT DOOR JAMB (WOOD) DC�OR JAMB (COSIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONIC WOOD ANCHOR TYPE 2 - - cONC. ANCHOR, NOTE 11 NOTE l WOOD ANCHOR, TYPE 2 OR 3 NOTE I ONC. ANCHOR, NOTE I 1X WOOD_ EXT. BUCK, NOTE 2 NOTE 3 EXT. 114"MAX. 'MAX. 114!'MAX. 11A' MAX. SHIM SHIM SHIM 5411 130 TYPE I 3/8" MIN. 1314" TYPE 2 > 318" TYPE I 3A KSI MIN. j... 3/4' TYPE 2 l 314" t-3.4 KSI MIN. CONC. CONC. 2X WOOD BUCK, NOTE 2 ft E ,Jp._ 2X WOOD BUCK, NOTE 2 1— 1314" -1 DOOR SILL (WOOD) I'laoO ZSILL (CORO),SIDE LITE SILL (WOOD) MIN. E.D. NOTES: I-- SIDE LITE SILL (CONC) 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" TAPCONS EMBEDDED 1 3/8' MIN. (TYPE 1) OR 1/4' SS4 CRETE -FLEX EMBEDDED 1 3f4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROWCENTER OF ANCHOR TO CONCRETE EDGE IS 1 3M". FOR WOOD INSTALLATIONS USE #12 SCREWS, GS (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1/2" THICK. Ix W006 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOL) 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). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, 'do D., to 4: 0 Z: 0 U) a. 0 ' cl Vi w u - O Lu 0 Z 0 0) J.Z W w w o= z :r V)0 9 z w w N (L O u - QQ p Z l< - < EL 4: 0 Z: SMIAMI-QADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmy.mlRmtdade.gov/econornv PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been revie-sved and accepted by Miami-Dade County RER - 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. REP, reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of tine 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 Zones Aluminum Casement Window — L.MJ. APPROVAL DOCUMENT: Drawing No. MD-CA74-0-LM, titled "Casement indoi Details — LM & SW, sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of wee- rnvat dat h � �yliami—Dade County Product Control Section. TING: j4rge and Small Missile Impact 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 atter 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 alter 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 tivas reviewed by Manuel Perez, P.E. MlAMI-DA0 N NOA No. 12-1218.09 ti Expiration Date: April 11, 2018 t«_,Approval Date: Apri111, 2013 s Page 1 , PGT Industries NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, tide,.."Casement Window Details — LM & SM", sheets 1 through 10 of lq,,dated 08/08/12,�igned 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 marred -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their `DuPont ButaciteS PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGla& Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. Manuelere Product Control Ex mi . r NOA No. 12 .09 Expiration Date: April 11, 2018 _Approval Date:April 11, 2013 E -I ,.., ^"" - '"""'.-e• VIC',LAMINATE•D Mr LAMINATED GENERAL NOTES: SERIES 740 IMPACT-RESISTANTGLASS STACK GLASS STACK " CASEMENT WINDOW DESIGN PRESSURE RATING ,< IMPACT RATING ' =4 VARIES, RATED FOR LARGE & SMALL 7/8' ANNFSALFO ASD' DUPONT 3118' ANNEALED OR--.0W.OUPONTSGP 1) THIS PRODUCT HAS BEEN DESIGI$Q & TES;TIo YO zoMol Y wu THF= SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE OLASs EUTAOITE PVa HEATSTRENMENED y1e,'ANNEALED OR REiDREinervl.� TOE -F18 FL GLASS W fUD7Hl-THF HIt14t _ 118'ANNEALEG HEAT-STRENOIHENED EZONE (HVHZ). ....�--°^y"gXTERLQR GLASS EXTERtoR 96 GLASS 37' WIDiR 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-80RNE DEBRIS '� y REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE 25.478" MAX. O.C. IF WIDTH IS 11N6' GLASS BITE 11116' GLASS BITE OUTBOARD LITE (CAP) MUST TEMPERED. UNDER 33.478' (HEAD & SILL 35 3) FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY, USE ONLY MIAMLDADE 4" MAX B. SEE SHEET 2 3 3 COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM 090.CONCRETE MASONRY UNITS 4) ALL WOO32 60 82 , _ AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. I-- _ .------------- — GLASS TYPE 1 GLASS TYPES 2 8 3 D BUCKS LESS THAN 1 112 THICK ARE TO BE CONSIDERED IX , �\ 17-112" INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 1 MAX. DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTEDAS2XARE1-1PL"THICK OR A A, SEE O.C. S NOM. 7/8'NOM. GREATER-1XAND2XBUCKS SHEET2 GLASS STACK 5118' LAMINATED GLASS STACK 7/14'LAAEHATED (WHEN US. WOOD BUCK DESIGNED TO PROPERLY I \ '� GLASS STACK GLASS STACK TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN ANDtNSTALlAT10N \ �I NEA ED GLASS I 3/78'ANNEALEO ort IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. \ g"MAX. Y1IrAIRSPAC6< .D98'OUFONT Vs°AIRSPACE HEAT47RENO7HENED GLASS 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING `� O.C. 1re•ANNPALEO OR eUTAcrre PVR 3110•ANNEMED _.Dpe• DUPONT SGP OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TEMPERED GLASS GLASS / 1/e° ANNEALED 3/1S'ANNMED OR TABLE A, SHEET 4, NARROW JOINT SEALANT IS USED AL ALL FOUR CORNERS OF gg- / USE ANCHOR 38 Guns 4qR HEAT4TRENGTHENED GLASS THE FRAME, INSTALLATION ANCHORS SHOULD 8E SEALED. OVERALL VISIBLE /// PAIR AT EACH EXTERIOR '--`-1' Ek7E SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEIGHT JAM® INSTRUCTIONS. HEIGHT IS 37. 11/16- GLASS BITE 11116- GLASS BITE (DLO) 2b` OR OVER + 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS ( / / 3 _ —1- NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING 78" APPLIED LOADS. WOOD BUCKS, BY OTHERS; MUST BE SUFFICIENTLYANCHORED / HEIGHT 31 60 5D TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 32 7) DESIGN PRESSURES: GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TESTiPRESSURE, 718, NOA9 FRAME ANALYSIS AND GLASS PER ASTM E1300. / i �-...( B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, 57F,2UCTURAU / GLASS sracK � 7na•vu,UNATEo lGLASS STACK CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 3178 ANNEALED OR 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 7!4'aI5L4PACE EAT4TRENGTHENED.CLASS WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE _ anter TEMPEREo no A'DUPONTSGP 33-1/3% STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS T B - GLASMS 3118' ANNEALED OR PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFJ _ 14-112' MAX. O.C. IF WIDTH IS 36 HEAT4TRENGTHENED ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER 4" MAX. 33,476'& OVER (HEAD & SILL) EXTERIOR � -- S DISSIMILAR MATERIALS SHALL MEET THE REQUIRE=MENTS OF THE FLORIDA 39' VISIBLE a BUILDING CODE FOR CORROSION RESISTANCE. OPENING(15LO)' 11!18" GLASS SITE 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON �-- TYP. ELEVATION OF 3 37 NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ANDS' ADM ALUMINUM DESIGN MANUAL, CASEMENT )IVLW=-- - 39 "� yD _71 1 TABLE 1: Glass Types Sheet 11 1 5/18* Lami 1/8 An -.080" PVB -118 An 2 711(" Lami (3/16 An - .090" SGP 3/16 An) 6 3 7118* LarrJ (3/16 HS -.090- SGP - 3116 HS) 7 4 718" LamIG 118" An - 7116" Air -118" An - .090" PVB -118' An) 5 5 718" Lam'. IG(118" T _ 7116' Air -118* An—090" .090" PVB -1/S' An) 8 6 718" Laml. IG (3/16' An -1/4' Air - 3118" An - .030° SGP - 3116" An) 9 7 7/8" Lams. IG (3116' An -1/4" Air - 3/t6" HS - :090" SGP - 3116" S) 7 8 718" Lanni. IG (3116" T- 1/4' Air - 3/16' An - .090" SGP -3/16"A' n) 9 9 7B" LamL 10 /16" -114' Air- 3116" HS -.090* SGP - 311W HS) 7 GENERAL NOTES ,..,.................... .... t ELEVATION ..................-....,,1 GLAZING DETAILS.......... ........... ...... i INSTALLATION ..........................2 ASSEMBLY TUBE DETAILS.............3 ANCHOR SPECIFICATIONS............ 4 ANCHORQUANTITIES ..................... 4 DESIGN PRESSURES ....... _... _....... 5.9, ASSEMBLY DETAILS/SOM.......... —. 10 �tti 11111/�T LYNN M/ ' No.58705 3 I 3 a STA E O !(/„ 0ZONAL 1110 F0 0\ . A. LYNN MILLER, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF RUTH. #29298 GLASS TYPES 8 & 9 approetd as camplylog µ11h $be FI rid�d,:-Otmdutje Date„jetl l BY` I GLAZING DETAILS I J ROSOWSKI I 3EMENT WINDOW DETAILS - LM & SM 08/08/12 /McdeL• Scale: Sheet: Growing No- Ree: CA -740 NTS 1 OF 10 MD -8A740 -LM INSTALLATION OPTION1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQURED PER TABLE 3, SHEET 4 2 E(TERK) a 35-37 ATTACHED TO FRAME JAMB R ATTACHED TO VENT JAMB WINDOW 81 HEIGHT VISIBLE" 14 LIGHT HEIGHT (OLD) ATTACHED TO FRAME JAMS ATTACHED TO r VENT JAMB L 38 39 — EDGE DISTANCE _- CONCRETE/CMU' PERANCHOR EMBEDMENT REQUIREMENT TYP. ANCHOR . TYPE, EMBEDMENT AND EDGE,a 1 DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. EDGE DISTANCE EMBEDMENT ..,� JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB OPTIONAL ADDON FLANGE 0 HEAD. SILL & JAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. --- BUCK WIDTH -- ATTACHED TO _ 114' MAX 15 16 FRAME SILL SHIM ATTACHED TO VENT SILL 4 8 32 33 80 p 20 — O 18 C 82 82 ATTACHED TO VENT SILL 24 I .---� VISIBLE LfOHT WIDTH (DLO) -- FOR SNUBBER REQUIREMENTS, CFF TACH F d CHFFT d. SEE DETAIL NOTES: A1, BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-10 THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS 2X ARE 1-112" THICK OR WINDOW WIDTH HORIZONTAL SECTION A -A INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. #12 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR, — STEEL STUD. EXTERIOR V — LL Window Anchof Widlh A B, C & 0 EGRESS FORMULAS: _ 26'a 1 1 WIDTH, WASH HINGE: WINDOW WIDTH V-Ar4M Anchor Type I'AI* A 0,C&:0 17- • 22.9' 0 0 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7412 26'f 1 1 1) WHEN INSTALLING COMBINATION UNITS, HEIGHT: WINDOW HEIGHT -6 ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX- _ ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT - 7 }( WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE, a SEE TABLE BELOW: —rI � — 10- MAX. L-,—.+— SEE DETAIL A2, BELOW GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY 1 TRANSFER LOADS TO THE STRUCTURE. I WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114'. 15 IB DETAIL At 8 19 84 j 1. 1X WOdD Jj_ BUCKSTRIP, --_ SEE NOTE 2, THIS SHEET. 114- MAX SHIM CONCRETE EMBEDMENT PER ANCHOR , _ . •. - ; OPTdON 3 INSTALLATIONANCHORSINSTALLATIONTHROUGH VERTICAL SECTION B -B 1X SUCKSTRIP INTO MASONRY. LYNN, M/117777, � QC��.'1.\GENSF''.Itrp i * Na. 587Q5 fSAISE CORIDN GN A.LYfltS dLER P.E. 7 wI0, L _J 7� ®— r Addltlonal Anchors R.—doneach Slde,of the F, -ms Assembly Tube (FAT) LL Window Anchof Widlh A B, C & 0 17--22,0- 0 0 23'-25,V p 1 26'a 1 1 �-• V-Ar4M Anchor Type I'AI* A 0,C&:0 17- • 22.9' 0 0 23'-2iL9- 0 1 26'f 1 1 Revised Doie:L BY: ,Revision_ ® Ilescriptian: CROSS SECTIONS& INSTALLATION the 1 ROSOWSKI 1070 TECHNOLOGY ORNE Rt/e: Dote: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 48/08712 P:O, BOX 1529 NOKOMIS, FL 34274 Series/IAodst: SCOWSheet: Diowing Ne. Rev: CERT. OF RUTH. #29296 CA -740 NTS 2 OF 10 MD-CA740-LM F _7 WINDOW HEIGHT IL_ 1 WINDOW WIDTH 474tO��SEt�RI�ESASEMENT EXTERIOR WINDOW 5 FOR SINGLE UNITS_ 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (TSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS': 4) DIMENSIONS SHOWN ARE TIP -TO -TIP, FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. CASEMENT / CASEMENT (XX) �-.- 10r, SEE NOTE 7, THIS SHEET FIGURE 1: r-- - 740 ( 740 SERIES FRAME ASSEMBLY SERIES CASEMENT CASEMENT WINTUBE WINDOW WINDOW 10', SEE NOTE 7, THIS SHEET MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES MIN. #12X 1" SM$ THROUGH INSTALLATION HOLES AWNING / CASEMENT / FIXED CASEMENT (XXO FIGURE 2: 740 SERIES CASEMENT FASTENED TO WINDOW, AS SHOW IN WINDOW DETAILS, WITH MIN. #12 X V SHEET NEEDED IN THE HEAD, SILL AND ��- WINDOW JAMBS OF YOUR WINDOW. / -D FRAME OPPOSITE FRAME MEMBER. - r_ ASSEMBLY TUBE 25'+ 1 7 M �D Anchor u HeIpM A 17'-229" 0 0 f z32V+ 740 SERIES 20`+ i t I --CASEMENT --►. / nAWNING (y��/ WINDOW / .E FRAME - - 1---'� ASSEMBLY +•-E TUBE / 1. 740 SERIES FIXED WINDOW*\` / 'SEE PRODUCT'S NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW FRAME ASSEM TUBE 740 SERIES CASEMENT 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3)ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE CASEMENT FASTENED TO WINDOW, AS SHOW IN WINDOW DETAILS, WITH MIN. #12 X V SHEET NEEDED IN THE HEAD, SILL AND METAL SCREWS. USE THE: SAME JAMBS OF YOUR WINDOW. SPACING AND QUANTITY AS THE calk". OPPOSITE FRAME MEMBER. ASSEMBLY TUBE MIN.#12X 1' SMS THROUGH INSTALLATION HOLES CASEMENT EXTERI740 SERIES ORA88EMBLY '-CASEMENT WINDOW TUBE WINDOW 740 SERIES 74 EXTERIOR FIXED CASEMENT HORIZONTAL SECTION C -C, - WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY• VERTICAL SECTIOND-O VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4, 5) USING THE TABLE LABELED 2) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS, TYPE. 'WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE 3)'lFIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAMEASSEMBLY TUBE' OR "DESIGN THE NUMBER OF ANCHORS PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS NEEDED IN THE HEAD, SILL AND MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. JAMBS OF YOUR WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 6) INSTALL AS PERTHE 4) !USING THE TABLE LABELED.'WINDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF INSTRUCTIONS .ONSHEET 2. YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED 94 TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE, ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 1(r MAX. FROM EACH SIDEOF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anthers Required on eaoh Side of the Fteme'Assembly tube (FAT) F- wim" Maher n Width t •22.9' 0 0 H>e.Y 0 o 23' • 25.91 0 1 25'+ 1 7 M WIndow Anchor u HeIpM A 17'-229" 0 0 f z32V+ 1 20`+ i t I Approved milk RIP FI ido VuldlAl I et Dote1"_ A# 0iswl D h,produet tq1 7- J � N ~ J O C] COLu ti) z Z Y Lij Q Z (A •. W W `0 4� !W LL S LL jY O (n T 0 O L.L. O M (J) Z Vim" n '`Tttlu,,,rl4/ i 1 LYNN AiY4� * ' No.58705 ITE91OF f Q�� ••. FLORIDP.'G��` A�L"(iR`(fN44�rf. i':E. �N m ® on n n ? W N N p�rM Ci h U 030 w O H>e.Y 0 o noZ z u '`Tttlu,,,rl4/ i 1 LYNN AiY4� * ' No.58705 ITE91OF f Q�� ••. FLORIDP.'G��` A�L"(iR`(fN44�rf. i':E. -rem a z. Group Anchor Substrate Mkt. Min. Edge O.G. Distance Distance Mn' Embedment Anchor Plate Required? . 1/4' stM UlhKon Hollow Block Window Anchors Required 6• 1414" Ra A 814, steel SMS (05) or 814, 41O SS SMS S. Pine 5!e" T MIT No 8063.75 Aim. qW 0-05 0 Sl 8" 518' 0. 9T max, from A653 Stud, Or. 33 3/8" W .035% 20 Ga, No 8 Window W(dt. on) S. Pae 518" 1' 1 We No '--. o 318" &W No A653 Siud, Gr. 33 3/8' 518• _0W, _20G& No under ' 114" steel Ultracon 5-15116, 27-314' 30' -112' No 35" No Hollow Block 2412" 5" 1-114" 3T C 812, stool SMS (G5 or812, 410 SS SMS 5, Phe5tv. Anchor Group Anchor Cboup Anchor Group Anchor Group Anchor Group Anchor Group AIZWrGmu A653 Stud Gr. 33 518' .OA5", 18 Ge. Yes A 8 C& A B C&p A S IC&D A B laR A S C&0AE3 C&D A I S & S. Pbe under 23' Jamb 2 2 6063-T5 Aloin. 31&• 516' tn6 2 2 -2 22 2 2 2 1 2 2 2 2 2.. CDncrete 2 4' 2 2 2 Concrete 2412" 4- 1 1-318" Yes Head/S111 2 2 2 2 2 2 2- 2 2 2 3 1 2 2 3 2 3 3 3 3 3 3 Holkav (Nock 2-1/2" 5" 1-114- 25-15118' Jamb 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Hesd/Sill 2 2 2 2 2 2 2- 2 2 2 —3-2 2 3 2 3 3 3 3 3 3 38316' Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Head/891 2 2 2 2 2 2 2- 2 2 2 3 2 3 3 2 3 3 3 3 4 3 48, Jamb 4 4 4 4 8 4 4 6 4 4 6 4 4 6 4 4 8 4 6 8 4 HeadIsill 2 2 2 2 2 2 2 2 2 1 2 3 1 2 3 3 2 3 3 3 3 1 4 1 3 80.q(Bj Jamb HeadlSill 4 2 6 2 4 2 4 2 6 2 4 2 4 a 4 2 2 2 4 8 4 2 3 2 6 6 3 3 4 2 6 6 3 3 4 3 6 1 3 6 4 4 t Jamb 6 0--4-6 6 4 a a 4 8 814 6 8 4 6 8 4 6 84 -� HeodlSel 2 2 2 2 2 2 2 2 2 2 3 1 2 3 3 2 3 3 3 3 4 3 e, Jamb 6 8 6 6 8 6 e 8 6 e 8 6 6 8 8 8 e 6 8 8 a HeadMI 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 7T Jamb 6 a 6 6 8 6 a 8 8 6 10 8 a 10 8 6 10 6 a 10 8 }ieed/301 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 76' Jamb 6 8 6 B 8 8 8 10 6 8 90 8 8 10 8 8 10 8 a 10 8 Headlasl 2 2 2 2 2 2 2 2 2 2 3 212 3 2 3 3 3 3 3 3 Jamb F Head/Sxl a 2 8 2 B 2 8 2 10 2 a 2 8 90 8 2 2 2 8 10 8 2 3 2 8 10 2 3 8 2 -rem a z. Group Anchor Substrate Mkt. Min. Edge O.G. Distance Distance Mn' Embedment Anchor Plate Required? . 1/4' stM UlhKon Hollow Block 1' 6• 1414" Ra A 814, steel SMS (05) or 814, 41O SS SMS S. Pine 5!e" T MIT No 8063.75 Aim. qW 0-05 0 Sl 8" 518' 0. 9T max, from A653 Stud, Or. 33 3/8" W .035% 20 Ga, No 8 812 steel SMS (05) or 842, 410 SS SMS S. Pae 518" 1' 1 We No 6063 T5 Alum. 3/8" .050' o 318" &W No A653 Siud, Gr. 33 3/8' 518• _0W, _20G& No 114" steel Ultracon .85k Mclate 2-112• 4" 1-31 No 2.85k Contralto 1" 4" 1.314" No Hollow Block 2412" 5" 1-114" No C 812, stool SMS (G5 or812, 410 SS SMS 5, Phe5tv. 1"1318" Yes 0063-T5 Alum. 3i it 11161 Yes A30 Stool 3/8" 518" .050" Yes A653 Stud Gr. 33 518' .OA5", 18 Ge. Yes 814, stoat SM S (G5) 0(814,,410 SS SMS S. Pbe 5/ 1" 13/8' Yes 6063-T5 Aloin. 31&• 516' tn6 Yes A36 Steal 318" 518" .050" Yes A653 Stud, Gr. 33 318' 518" 5', IS Go. Yes ,✓ _,„,,,.."---^^""'^'•^'. 1/4• aleel Ulimconj 2.. CDncrete 4" 4' 1314" Yes 2 Concrete 2412" 4- 1 1-318" Yes D� if Hollow Block 24/2" 5" 1-1/4" Yes RI F91 Block 2-112` 4" 9-3/4" Yes iM' 410 SS CmieFle( Concrpta i' 5" 1-314" No Holkav (Nock 2-1/2" 5" 1-114- h0 5116" stedUBmcon 3.5k Concrete 9.114' 5" - 1314" No Hoock 1 - No BlwBlock 2-1F " 5" 1-3/4" No NOTE 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY'METAL SUBSTRATE, 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations \NpTyY 4YNN Type: _Glass PYB SGP ,'•. 'N No. 58705 . (rypes 1, 4 & 5) (Types 2, 3 & 64) 63" and None 12' max. from lose Required each end & 30' matt O.C. 9T max, from 1T max. from oxer 63^ each end & 30' each and & 30' max O.C. matt 0.0, 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW, 7116' ANNEALED SGP LAMI. GLASS, 114' MASONRY ANCHORS INTO CONCRETE, +70/- 80 PSF DP REQUIRED, NO ANCHOR PLATE A5EMENT ANCHORS: �j"``^ FROM TABLE 0 eur•un a r a n et IOW A 4P OF +70/00_". B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. 0) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. SAMPLE CONFIGURATIONS X J X JX 0 O / F/X\T A- RIBUTE �x ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1p0. � F) PER RULES ON SHEETS 2 & 3. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4• ,.�,.� 4' SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF *71Y-83.1. 10.8' 8) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS .THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE,. C) FROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. 81' D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1, y F) PER RULES ON SHEET 2. INSTALL i ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4' SIDE OF THE FIXED CASEMENT (HEAD & SILL). --14- }-- 26. E 20.4r zrr 48' ►{ I 4pproved as complYlog Willi ft Florida aurin C ) Date � r. *i�ll a roducl I �►T f «�j 93.25' \NpTyY 4YNN �� ,'•. 'N No. 58705 d 4• FATE 0� .,,tOR)O., A LYNN MILLER, P.E. TABLE 5; FOR GLASS TYPES: 1)5/16" LAMI (1/8 AN -.090" PVB - 1/8 AN) ,,pproved as complying with the 4) 7/8'" LAMI. IG: (1%8" AN - 7/16" AIR -1/8" AN -.090" PVB - 118" AN) pa k o Ial�c t NAAM M w1 Bad. Prada Caq BY�N J tf WINDOW �' '✓ HEIGHT o WINDOW WIDTH J SEE SHEETS 1 & 4 FOR O WINDOW ANCHOR d LOCATIONS AND QUANTITIES, w 06 Z 2 o� TABLE M (V 0 ..I LL O Q . O :: $ 030 W to W i,-' IY y Z if1 _ X W d W It Q g �ti ni In Ct3 UL s Q E g � W xQ �U 10' MAX.-►{ 4�-- FRAME ASSEMBLY TABLE 7; it i TUBE r � ® dh n N WINDOW a N r HEIGHT "r urn WINDOW FRAME 9"- HEIGHT w-HEIGHT ASSEMBLY Z TUBE I WINDOW ADDITIONAL W z g LL -►j WIDTH ~> a s 10' -1M -A -X. (4), IF REO. o O R SEE SHEETS i & 4 FOR WINDOW ANCHOR I ANCHOR r� LOCATIONS AND QUANTITIES. SEE SHEET ANCHOR \\\Itlll 1I// I 3 FOR ANY ADDITIONAL ANCHORS (4), E REQ. REQUIRED FOR THE FRAME ASSEMBLY TUBE. `ya.••.•ENS `-.. 1 WINDOW Q': A1C ••'p SEE MOTHSHEETS 1 & 4 FOR WINDOW ANCHOR _ * N4. 58705 LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY (E1 F 711 TUBE. %�Q STATE OF 7OR10P.•'' NorEs �SS/GNA1- 1) SEE SHEET4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.N58705 a Design Pressure (pap br Single Windows, All Anchor Groupe Window 1rAdtn � I uraler 23' 261b/18` 27vi14' 30' 33.1!2' 35' 37' under 23' +701-90 r70l-90 +701-90 +7x-80 +Pa -90 +7x-90 +Ta�O 25.15/118` +70/�JO rTOJ-90 +1oa90 +701-90 +701-8A +7aA0 +7a-90 3e -3/e` +Ta-eo +70f of Oeamn Pressure {pep for Windows Attached to a Hor6rontal Frame Assembly Tube Design Pressure Ipsp for Windows Attached to s Vertical Frame Assembly Tune WirMmv VNdlh e under 23' Window Wiah 30' 98.1!2' 35' 9T m -90 +7oi-eo +7a•eo +7a-�o +7x-94 +ror-94 27314" 30" 46' :7a-80 +7a-90 *70l-90 +70FB0 +7x-90 +7a-90 rro/-91 I All 505/6' +TOh80 +TO/AO +701-90 +7a•90 +7x-80 +70/4X1 +7a-89.2 BO` +7x-90 +701-90 aldl-90 +111/$6.5 +70/-tf0.6 +74/-77,7 +701-74.3 B 83' � +701-90 +70l-90 +701-90 +74l-84.3 +701-78.8 +7a-73.7 +701-70.1 ' 8 72' +fia-90 +701-87.2 +7x-77.7 +601.71.8 *8a-82.4 +ga-80.9 +/-b9.3 ' +7q-90 TB` +7a-90 +701.84.8 +7a-TS.T+/-58,8 +ia-9D +7W-90 +1-87.2 +1.85.6 +7q-9ti 84' +Ta -9D +7a-80.4 +701-75.3 +Ba•82.1 +!- 54.2' 25-15118" of Oeamn Pressure {pep for Windows Attached to a Hor6rontal Frame Assembly Tube Design Pressure Ipsp for Windows Attached to s Vertical Frame Assembly Tune WirMmv VNdlh e under 23' Window Wiah 30' 98.1!2' 35' 9T m Anchor Group under 23' Anchor Group Anchor Group 2515V78" 27314" 30" 33112" 35" All 37" pIl All B Anchor Group A 8 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group +7x•90 A B C D A B C&D B A, CSD B A,C&D A B C&D 8 A,C&D 8 A,CBD +7x419.8 under 23" r7a-90 +701-90 +7q-90 +701-90 +701-90 +7q -9p x701-90- +ia-9D +7W-90 + ()f•9D +701-90 +7q-9ti +701-90 +7a-90 +70!•90 +701.90 +70'-90 *TOt-90 25-15118" +7x•90 +701-90 i7q-90 +la-9lf «701-90 +7q-90 +7x•90 +70/-90 +Tq-90 +70/-90 +70(-90 +70!•90 +1x-90 +701-90 +701.90 +70)•90 +7a -9b a7q-90 +7AJ-90 36318" +7x•90 +7x•71.8 +7q-90 +7x•90 +701-81 +1q-90 .70/-90 +7x-80 +7q.90 t 0/-90 +7a•9D +70/-90 +7a-90 +701-90 +TOIAO +7a-90 +7d-90 •7x.90 +7a•74.3 48' +7a-73.1 +/-573 +7q-90 +70/-90 +/�4:8 +7q�90 +701-90 +70/90 +7q-90 +70/-878 +7a-90 +70/-90 r70t-78.8 +701-90 *10%90 +70/-90 +Tpl-88.9 ti7a•90 +T0/�77.7 5os/6` +r -$e.3 «r-54.3 ria -90 +7a -so +/-814 +7q=90 +7a-90 +To!•90 +lq-so +la•$3.z +Tx -90 r7a-�i +7a -7a,$ +7x-90 a7a39.z ya-94 «To/3a.3 t7a-69.2 � 80` +1.58.5 +/-45.8 +70/•04.7 +7a-90 +/-51.8 +RN -81.2 +70/.9b +7q_75.9 +70'.90 +701.70.2 +7q-86.8 +7x•80.3 +1A28 +701.80.$ +7a-75.2 +701-77.7 +701-71.2 +7a•70..3 $3" +1-55.7 t/d38 r701•80.7 Ha -88-5 +f-49.3 +701.77.3 +70!•90 +7q-72.3 +7q-90 +(88.9 +7a-84.3 +7a-78.5 «159.8 +7a-76.5 +7x•71.8 +701.73.7 +f-tS7.8 aJbl-70.1 Oeamn Pressure {pep for Windows Attached to a Hor6rontal Frame Assembly Tube WirMmv VNdlh e under 23' 25.16118' 2T-314' 30' 98.1!2' 35' 9T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All A8 pIl All B A,C&0 A 8 c&D A 8 C&D under 23+ *7x-90 +7x•90 +70%90 r7a�0 t7xi12.1� +7x•90 +1x-90 +7a-78.5 +7a•� +701-90 +7a-74.3 *ia-90 25.16118` +7a•00 +rol•Bf) +i0)-90 +70/410 +7x-90 #7aA0 +7x419.8 X70%90 +7a•80 r7a�84 +70/.gp +7x-90 . 36316' +7x-90 #7x-00 +7�A0 #7x-90 +7x-90 +7x-� 47x•90 #7x-80 +7x-90 +7a4i0 +7x-90 48' +7x-90 +ro7�+80 +701-90 +FO/•90 +7x•90 +7x-90 +7xS0 +TxAO +7x•80 +7a -9D +70/80 +7x-80 s 505/8' +lx -9D +laJDIT +7(N.90 +701-80 +7AJ-90 +7x•00 +7a-90 +7a�80 +7x-90 +70/•89.2 +7a�8.2 +7a�.2 80' *7q-90 +701.90 +7W-90 170/.88,5 +7x-80.8 +7a-80.8 +701-77.7 e7a-77.7 +7a-77] +70/-74,3 +7a•74.3 +7a-74.3 89' +Fa -90 +701.90 +701.90 +7a-84.3 #7a-76.5' +7a-78.6 x70/ -F3.7 '+�7a-73.7 +la•73.7 +701-70,1 +7a-70.1 +1a-70.1 72' +701.90 +7x•87.2 +T0/�77.7 +701-T 1.5 +Qa432.4, +8a-82.4 +60!-00.9 t8a$0,9 +601.80.9 */-69.3 +7.59.3 aF$9,3 78` +741.90 +7x-84.8 +T0/-75.7 +1-87.3 +/•58,9 +/-tf8.9 +1-67.2 +157.2 +(.572 +/-55.6 +/$S.6 +155,8 84' +la -00 +7x$0.4 +la -T 1.3 +80!•82.1 x/34.2 +l3d.2 FOR GLASS TYPES: TABLE 8: Apprrov(d n4noroplylcg.41h 14e 2) 7/16" LAMI (3116 AN -.090" SGP - 3116 AN) F 011dn quidi cod � Dulc hit vd hit i Dad e T. C WINDOW Bp; HEIGHT 'WINDOW a WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR O LOCATIONS AND QUANTITIES. d' a (r, Gia z T a Z o� TABLE 9• c LL C7 Q 0 a LJ.) I- Q' y Z Y N CIL z C) z g n LU O o�_ $ r "0 FRAME IG' MAX. --�-� A83EMBLY TABLE 10; TUBE w ® an ~ N RWINDOW �n,H „`+r a HEIGHT O LL J = �mN a' WINDOW ADDITIONAL r 2o O o WIDTH ANCHOR a:Y (4)„ IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR �Z U LOCATIONS AND QUANTITIES, SEE SHEET t I i i I I 3 FOR ANY ADDITIONAL ANCHORS 0 a�( LYNN REQUIRED FOR THE FRAME ASSEMBLY "r TUBE. +�� a�,.•t,10EN@F'•. `F� Q SEE SHEETS 1 & 4 FOR WINDOW ANCHOR * ' ND. 58705 ' LOCATIONS AND QUANTITIES, SEE SHEET -_ 3 FOR ANY ADDITIONAL ANCHORS REQQEUIRED FOR THE FRAME ASSEMBLY ,, )&' /.3 • : ` Q STATE OP •'•�\z� NOTES: CONAL tE 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.1/66705 a Design Pressure (Pe9 kr Slagle Windows, LIJ U) UJ ' Ail Anchor Groups Window Width Design Pressure (psQ kw Windows Allechedto a Hodzonlel Frame Assembly Tube FRAME HEIGHT antler 23" 25.15118' 273!4' 30' 33112' 35" 37' WMdOW under 23" +9x-130 +90%13D +9a-130 +90/-130 r90/-130 +9x•130 +90h130 2b15I18" 25-15/10" t8a-130 +g0(-130 +ga-130 +901-130 +901.130 +9a-130 +901-130 1�� 3&318" +9a-134 t90l-130 t9d•130 +80/-130 +gqf-130 +_9a-130 +9x•130 46` +9a-130 +90r--130 *8W-130 +OOI-190 +90/-130 *9a-130 +gp/-130 x 60SI8" r9a.130 +90/•130 +8a-130 +$0!•130 r90/•130 r9a-130 *80!•130 Anchor Group 6q +9a-130 +9x-130 +9x-130 +80l-130 +90/-131) +9a-130 +901-130 Anchor Group 83' +9a-130 +001-130 1901-190 +8a-139 +90i-130 r9a-130 r9a-129.0 C 72" +9x-190 +901-130 +8x-130 +9a-130 +90/•129.1 +9a-122.5 +90l-113.8 A 78' +9a-130 +90%130 +9a -i30 +90l -13p +90/-12_4.1 -D +9a-107.8 under 23" +701-90 89" +9a-130 +901-190 «9x-130 +80/•130 +90l-118.4 --}- +7i1/-90 LIJ U) UJ ' WINDOW Design Pressure (psQ kw Windows Allechedto a Hodzonlel Frame Assembly Tube FRAME HEIGHT Design Pressure (psty la Windows Attached to a Vertical Frame Assembly Tube TUBE f 0` MAX. . WMdOW Widh j'7�� ADDITIONAL undar23" 2b15I18" 27-374" 30' Window Width 35" I I WINDOW 3T" WIDTH 1�� Anchor Group , Abhor Group Anchor Group Anchor Group Wunder Anchor Group 23" ArMchor Group 25.15118" Andra Group 27-314" 30" All All 331!2" B 35` A B 37" A B C&O Anchor Group +7x•90 +70!•90 Anchor Group +701-90 Anchor Group +7q-90 Anchor Group +7a-78.5 Anchor Group +70190 Anchor Group +7q-90 Anchor Group 2515110" ala -90 A B C D A B C80 8 A,C&D A 8 C&D A B CBD B A,GBD A B -.2.& -D +7a -9D under 23" +701-90 +7a•90 +70I-40 +7x90 +7x•90 r7a-90 +701-90 x701.40 r7q-90 +7i1/-90 +7q•90 +701.90 +7x•90 +70!-90 ala -90 +70/-9g +701-90 +701-90 +701.90 +7a-90 n 2btsns^ «Tx -90 38-918" +101-90 +la -4o +7a-77.8 +Toi-� +7 1- «�a-so +lOt•90 +700.81 +�a=90 +7x90 rTol-90 +7a-90 +Tal -9a +Ta -so +70/•90 +7a-90 +7'4r90 r7Q/•90 +7a90 +7a-90 +7a-90 +707.90 +Ta -9a +7x•90 +To/9a +7a-90 +Ta -90 +70'-90 +la -so +701.90 .7ot90 +101.90 +rot -4D +791-� +Tor -4o +70!•90 «Ta -so +7a-99 r7a.9p� 48" +7x.73.1 '. +!-5T.3 +1x-90 +707-90 +/•84. i) +7x-90 +701.90 «70l-90 +7q-� +701-94 +701.87.8 a10l-90 rTa-90 +Ta -90 +7x.90 +701.90 *701-90 +Tx -90 +7q-�.9 +7a-40 +7a-90 5D-518" +1.09.3 +/.5q.3 +701-90 +70/90 rr.81.4 +7a-90 +7a-90 +70190 +7a-90 ala -90 +701-83.2 +90 +7x•90 +701-90 +7a -90+7x•$42 x701-90 r70/-90 :Ta -84.3 +70!.90 � 80" +IS8.5 rr-45.8 +701-84.7 +7x-90 1/51.8 +7a-81.2 *70/-fl0 +7a-75.9 +7a-90 +T01-89.8 +7a-70.2 +1a-90 +Ta -80.3 +7a-7$.8 +7x•90 +7x•753 +701.90 +TO! -90 +7a -T1.2 r7x-90 83" ' +/-55.7 *1-43.8 +701-80.7 *7a-89.5 ./•49.3 r7q•77.3 +70!•90 +7a-72.3 +7a•90 +701-85.3 +/-88.9 +701-40 +7a-78.5 «701-74.4 +7q-90 +7a-71.8 +7Dr-90 +701-88.5 +1-87.8 a7a-90 WINDOW Design Pressure (psQ kw Windows Allechedto a Hodzonlel Frame Assembly Tube FRAME HEIGHT ASSEMBLY TUBE f 0` MAX. . WMdOW Widh ADDITIONAL undar23" 2b15I18" 27-374" 30' xi -112" 35" I I WINDOW 3T" WIDTH 1�� Anchor Group , Abhor Group Anchor Group Anchor Group Andra Group Anchor Group ArMchor Group Andra Group AB All All All B A,C&'D A B C&D A B C&O under 23' +7x•90 +70!•90 +701-90 +701-90 +70l-821 +7q-90 +7q-90 +7a-78.5 +701-90 +70190 *7a-74.3 +7q-90 2515110" ala -90 +70l-90 +701-90 �T01.90 +7a-90 r7a-90 x701.88.& +70190 *7a-90 +701.84 r7a-90 -77019-0 +7x•90 38.3!8" +7a-90 +701.90 +7Ql-90 *;7x•90 +70d•90 x70'90 +7a -9D +7a-90 +7a-90 +70190 NOI.90 48' a1a•90 +7a-90 +791-90 +Ta -90 +701.90 +7x•90 +7x.90 +7a -9D r7a-90 +T01 -9D +7a•� +Ta -9(J X 50.51$" +la90 ala -90 +7ti/-9D +Tx90 +70/•90. +7a-90 +7a-90 +Ta -so +Tol-so +7a-90 +lx-eo +Ta -so 00" +7x90 '. +7a-96 x791-90 �7a-90 r7a.9p� +7x•90 +7x•90 *Ta -90 +Ta -90 +701-90 +701-9g +Ta -90 � 83" +7a-90 +7a-90 +701-90 +7a.gp x701-1� r7a90 +7x'.90 +7a-90 +7a.gp +70!90 +70L� +7a-90 72" _ +7a-90 +7a-90 +79l-90 +7x.90 +701.90 «7a-90 +7x.90 +7x90 +7x.90 +701-9D +70/90 r7Q'-90 -+ 78" a7q-90 � +7a-90 +707.90 +701.90 +70190 +7a-40 +7x-90 +ia-90 rTx90 +701.90 +701.90 -1-01-9-0 84" +7a-90 +70l-90 +701-90 r7a•80 +70L90. ala -90 WINDOW FRAME HEIGHT ASSEMBLY TUBE f 0` MAX. ADDITIONAL ANCHOR (4), IF REQ. I I WINDOW �^i WIDTH 1�� TABLE it: FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - -090" SGP - 3/16 H$) 4pprovcrlascompfylagwith thv 7) 7/81' LAMI. IG: (3116" AN - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) Memo Bulma- co k 13 9) 7/8" LAMI. IG: (3M6" T -1/4" AIR 3/16" HS - .090" SGP - 3/16" HS) SQA" M ar! de Product trot BYt} WINDOW ✓ HEIGHT WINDOW WIDTH r O SEE SHEETS 1 &4 FOR W WINDOW ANCHOR CL LOCATIONS AND QUANTITIES. (l) z:d 0 :c r i O 2 `9 z J 4 TABLE 12: CVC tC O _7 LL C7 � Q O 0`0 LJ 81- O n h Z Di z W CL z US u LU O ' cn Cn U x W d FRAME TABLE 13: 10` MAX. --+� ASSEMBLY TUBE W W DNmN T WINDOW R_ __ - HEIGHT ?�my a WINDOW I� Ao01T1pNAL wz c:0 0 yppT}{ r-- ANCHOR >n:x (4), IF REO, z ¢ SEE SHEETS 1 8 4 FOR WINDOW ANCHOR o z LOCATIONS AND QUANTITIES, SEE SHEET i t 1 if l l/ t 3 FOR ANY ADDITIONAL ANCHORS \� IN N // REQUIRED FOR THE FRAME ASSEMBLY ``.`��1,�N`�eer4s'.. ZZ� �,�/ TUBE. F ''•,'P SEE SHEETS 1 & 4 FOR WINDOW ANCHOR * : No. 58705 f LOCATIONS AND QUANTITIES, SEE SHEET 3 ..FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. STATE OFI T(/ NOTES: SS/ON& 1)SSE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN h9LLER P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E1l 68706 IOaelgn Preawret e..(p8q for Slagle Windows, All Anchor Groupe Window Wdth under 23• ' 25-t5!i8• 273/4' 3D' 33AJ2` 35• 3T Order 23- +901-130 ' +9a-i30 +gp/-130 +8a•130 +901'-130 +Ba•130 +90J-130 25.18118' +8a-130 -: +9a-130 +9ti1-130 +Oa•130 +gp(-130 +901.130 +8p/-130' 38.318' +9x-130 *9a-130 +901-130 +8a-130 +1qf-130 +901.130 +9a-130 48" +ga-130. *8a-130 +80%130 +9x-t30 *90f•130 +801.130 +901-130 50.8/8• +9pV-130 +9a-130 +gpj_130 +9a-130 +9pJ-130 +901-130 +9a-130 80' +�-130 '. +gx-030 *8x•130 +8x-139 +807-130 +fXlF130 +8x-190 IM +9x-130 +8x-130 +9x-130 +ex-130 +801-130 +90!•190 +801-130 +9x-130 +80!•130 +9bJ-139 +ga.190 ,8DI=130 +801.130 +90J•t3a +801-130 +8x-t30 +90tl_130 +9a-130 +90%130 +801.130 +gpl-130 +ga-130 +Ba•130 +g�_530 +9a-130 +9a-130 Design Pressure (ps0 for Windows Attached to a Vertical Frame Assembly Tube ndaY W idh under 2;1" ?515118" 2?-314" 3a' 33112" 35" 37" Anchor Group Anchor Crcup Anchor Group Anchor Group Anchor Group Anchor GrLLJ oup: Anchor Group A B C b A B C&D 8 A,C80 A B C&D. A B C&D B A,C&D A B C&D under 23" +Ta90 +781-90 +701-90 +7x-fl0 +701-90 +Ta-80 *7x•90 +701-90 +7a-90 +1x-90 +7x•90 +Jx-90 +7x-94 +701.90 +7x•90 +7x-90 +701.90 +7x•90 ♦701-90 +7a-90 2515I/8` +Tx-90 +701-90 +701-80 +7x90 +7x-90 r7a•90 +Ta-90 +701-90 +7x-90 +7x-90 +70'-90 +7x•90 +1a-90 r70/-90 +7x-90 +7a-90 +701-90. +701-90 +707.90 +701-90 38-318" +TU!-90 +7x-71,8 +701-90 +701.90 +70P-Bh *7a-9U +70y.gp +7x-94 +7a-90 +70190 +7a-W +7gt-90 +7a-90 +70f-90 r7q•90 +7a•90 +701.90 +7x•90 +701X1. +70J-90 48" +701.73.1 +157.3 +7x90 +7x-90 +1.84.8. +70/•90 *7a-90 +7a-90 +70f-40 .. Design Pressure (Tgq for Windows Attached t0 a Horizontal Frame Assembly Tube FRAME HEIGHT -ASSEMBLY TUBE 14• MAX. Window Width ADDITIONAL ANCHOR umier23" 25-15118" 27314" 3a 33-112" WINDOW WIDTH 35" 37" Anchor Group Anchor Group Anchor Group Anchor Getup Anchor Group Anchor Group Anchor Group Anchor6mW AN All All All 8 A,CBD A B C&p A 8 C&D under 23" +7x90 +7x90 +7x90 +7a-90 +7x•82,1 +7a-90 +7a�0 +7a-78:5 +7a-90 +70/-90 *701-Td.3 +707-90 25-15116" +7x•90 +7x90 +ia-90 +7a-90 +7a90 +Ta•90 +7a-88.8 +rOJ-80 +7a-90 �7a-84 +Ta -90 +70/-9D 38.Z(i +7a-90 +7x90 +7x90 +Ta90 «7ak0 +7x90 +7x-90 +7a-90 +TO! -90 +T1V-9D +70/-90 +701-90 48" *Ta -90 +1x-90 +7x-90 +7x-90 +7a�J0 +7a -so +7aA0 +r01-90 +701-9D +70/-90 +7a-90 +701-90 505r8" +7x90 +1x90 *7x-90 +7a90 +7x90 +7x-90 +7x-90 +7a•90 +7a-90 +7D/-90 +10Y90 +7a�9D 1)0" +7a90 na90 +ia90 +Ta -90 +Ta -90 +7a-90 +7a-90 +7a-90 +7x1-oo :Ta -90 +Ta -90 +7oi�o 83" +7x90 +7x-80 +7x90 +7x-90 +Ta -1)o +7x90 +7a-917 +7(1/-90 +7a-90 +7a -9D +7x-90 +7a�90 rr +7a -9Q +7a-90 +ia90 +718'90 +Ta -so +7a90 +7a-90 +701.90 +701-87.8 +70N•90 +7x•90 +TOT -90 +Tx -90 +Ta -80 +701.90 �7a-90 +1a -88.9.E +70!•90 +7a-oo 50518'° +f-89.3 +l-Ei4.3 +70190 ,70f-90 +l$1.4. +70f-90 +7a-90 +7a-90 +7a-90 +701-9D +701-83.2 +7a-90 +7x-90 +707-g0 +7a-90 +101892 +70/•90 +70!•90 +7a•8d.3� +74/-90 60" +1.58.5 */-45.8 *701.84.7 +7x90 +151.8 «7x.81.2 +7x•90 +7a-75.9 «7x-90 +701-89.8 *7x-70.2 +7x90 +7x•80.3 +7x-78.8 +1a-90 +701-752 +70(.80 +701-90 +Tx -71.2 +701-90 83" +1-55.7 +1.43.8 +701.80.7 +7a-89.5 +1-79.$ +7x-77.3 +TOt-90 +ra-72.3 +7x-90 +7x•85.3 +!•68.9 +Tx•90� +7x•78.5 +701-74.9 +7a-90 +7x-71.8 +ra-90 +701-98.5 +!•87.8 +7x-90 .. Design Pressure (Tgq for Windows Attached t0 a Horizontal Frame Assembly Tube FRAME HEIGHT -ASSEMBLY TUBE 14• MAX. Window Width ADDITIONAL ANCHOR umier23" 25-15118" 27314" 3a 33-112" WINDOW WIDTH 35" 37" Anchor Group Anchor Group Anchor Group Anchor Getup Anchor Group Anchor Group Anchor Group Anchor6mW AN All All All 8 A,CBD A B C&p A 8 C&D under 23" +7x90 +7x90 +7x90 +7a-90 +7x•82,1 +7a-90 +7a�0 +7a-78:5 +7a-90 +70/-90 *701-Td.3 +707-90 25-15116" +7x•90 +7x90 +ia-90 +7a-90 +7a90 +Ta•90 +7a-88.8 +rOJ-80 +7a-90 �7a-84 +Ta -90 +70/-9D 38.Z(i +7a-90 +7x90 +7x90 +Ta90 «7ak0 +7x90 +7x-90 +7a-90 +TO! -90 +T1V-9D +70/-90 +701-90 48" *Ta -90 +1x-90 +7x-90 +7x-90 +7a�J0 +7a -so +7aA0 +r01-90 +701-9D +70/-90 +7a-90 +701-90 505r8" +7x90 +1x90 *7x-90 +7a90 +7x90 +7x-90 +7x-90 +7a•90 +7a-90 +7D/-90 +10Y90 +7a�9D 1)0" +7a90 na90 +ia90 +Ta -90 +Ta -90 +7a-90 +7a-90 +7a-90 +7x1-oo :Ta -90 +Ta -90 +7oi�o 83" +7x90 +7x-80 +7x90 +7x-90 +Ta -1)o +7x90 +7a-917 +7(1/-90 +7a-90 +7a -9D +7x-90 +7a�90 rr +7a -9Q +7a-90 +ia90 +718'90 +Ta -so +7a90 +7a-90 +7a-90 +ra-so +7a-90 +7a-90 +Ta -9B *�a90 +Tm�90 +ra-so +7a-oo +Ta -90 +7a-90 +To/ -90 +Ta -90 +Ta -90 +76n90 1M" +7x•90 +7x90 +7x90 +7x•90 +7x-� *Ta -90 WINDOW FRAME HEIGHT -ASSEMBLY TUBE 14• MAX. ADDITIONAL ANCHOR (4), IF REO. I 1 � WINDOW WIDTH TABLE 14: FOR GLASS TYPES: 5) 718" LAML IG: ($18" T - 7118" AIR -118" AN - .090" PVB -1I8" AN) Flnrl+b: i,d;itrll Cale Opte ND/:a Mlesnl D, e 11114,1011 GrMTD1� WINDOW 14±',� L^E'.='�, HEIjG14T 1_- I J ....�,.) WINDOW 1, a WIDTH SEE SHEETS 1 & 4 FOR WINOCW ANCHOR J LOCATIONS AND QUANTITIES. LLJ FT (!) z V TABLE 15: �T�JJ +�- 4 O O JC9 Q U. 4a CC aW �' A00 W fn z N W 'Stn d W (n oC9 W Q FRAME (J •'� (1) \ V 10' MAX. -->►� ASSEMBLY u W Q TUBE TABLE 16: WINDOW HEIGHT 4 a N n «Q N M WINDOW FRAME ADDITIONAL p.LL x WINDOW HEIGHT -ASSEMBLY WIDTH N7CFtOR =u I TUBE (4). IF REd Jt ;� SEE SHEETS 1 & 4 FOR WINDOW ANCHOR W� a 0 o iP �' LOCATIONS AND QUANTITIES. SEE SHEET i z a ADDITIONAL 3 FOR ANY ADDITIONAL ANCHORS l I I 111 v ANCHOR REQUIRED FOR THE FRAME ASSEMBLY \\\ ITT (4), IF REO. TUBE. •,,,, � .•''VICENS£• •• 'A 1 WINDOWi F':' •'' iY ""I WIDTH t`"' = *!' 140.58705 ! SEE SHEETS t & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET (r 3 FOR ANY AODITIONAL ANCHORS - ^0 y� ) �' / S Lt/ REQUIRED FOR THE 'FRAME .ASSEMBLY S7 TE OF j TUBE. �.(\�••.. ALORID, NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.NBeY05 a Design Presaure:(ps0 for Single Windows, AN Anchor Groups Window Width CD Oealpn Pressure tpsf) far Windows Attached to a Vertical Frame Assembly Tube under 23" 2515/18" 27Jl4" 30" 33t/2^ 35' 37" w(naowwldm under 23' +7x•90 +Ta -90 +7a -9p +7a-90 +7a•80 +7x-80 +TO%90 25.15118' 2516/18" +7x•90 +7a9D +)O1.90 +701-90 +7a-90 r7a-90 +7tlf-80 M 353/8' +7x90 +7x$0 +yOJ$0 +7x-90 +la•90 +7x410 +70l-90 30' 4&- +1a-80 r7a-90 +�'a$D a7a-90 +la•80 +7a%80 +7x$0 All 5as/a" +Ta -90 +roa90 +ia-90 �To/-sD +Ta•90 +Tas�o +ra•90 C8D 60" +7a90 +70/-90 +dor-6D +7or$o +Ta-ao +roifie.fi +7x$4.6 A 63" +7a-80 +7p1-90 +7x•80 *70/-90 +7x•67.2 +Ta$4 +7a-78.8 B 72" +iIX90 s7p190 *701.88.5 r70/$t.5 +6a-70 +8a•68.4 +x/.67.6 +7a•90 78" +ia-90 +70%90 +7N-86.3 +70/•78.7 +80h87.2 +801.65.2 +6x$3.3 +ia-SO 84" *7a$0 +70%80 «7a$1.3 +fit/ -70 +80/-61.8 +70f-90 +701-8D CD Design Pressure (ps6 br WOldot» Alteohed la a Horizontal Frame Assembly Tube Oealpn Pressure tpsf) far Windows Attached to a Vertical Frame Assembly Tube w(naowwldm WMslow Width 25.15118' 273(4" 30• 33.112' 35' 3T M under 23' Anchor Group Anchor Group 2&15!16• Anchor Group 27.3!4' 30' 33.1!2' M. 37' AN All All B Anchor Group A B Anchor Group A Anchor Group C8D Anchor Group under 23' +7x90 Anchor Group +7x90 Anchor Group- Anchor Group +7a•90 A 8 C D A B C80 B A,C&O A B C&tN)i A B C8D B A,C80 B A,G&'.D +7a•90 under 23• +7x-90 +70190 +7x90 ♦701-90 +7a -so +701.80 +7a-90 +701$0 +7x•90 +ia-SO +7x-90 +7a-90 rTa-90 +7a•90 +7x-90 +701-90 +70f-90 +701-8D +7a -8Q +Ta90 2515/18' +701.90 *70!•90 ri0/-90 +707$0 +7a^90 +7p/-90 +70/-90 +70/-90 +7x•90 +7x•90 +7x-90 +7x•80 +7IX-80 +7x•90 +7a•9a +707-90 +7pf•90 +701.8D +7x90 +7a -9D 38318' +70/90 +7a-71.8 +701.90 +70!90 +7x$1 +70!90 +70190 +70/•90 +7x90 +7x$0 +TIX90 +7x90 +7a-80 +7a-90 +701-90 +70/90 +701-80 +70190 +7alRO +70%84.8 48' +70r-73.1 +r47.3 +70190 «7.0790 +/.Baia +TOI-90 +7x90 +70/-90 +Tar -90 .ia•90 +Ta-6r.e +7aao +Ta -90 +70/-78.8 +7x-80 +70190 +70/$p +To/$9.9 +tor -8o +7x$1.5 BD$IB" +r44.3 +ia90 +70190 +1-81:4 +70!90 +707-90 +7or-90 +Ta -90 +ia$o +90!$3.2 +7x-90 +7a-90 +roraa.6 +7x-80 +7aSe.a +701-A7 +ra-8x.3 0 +Ba$S.2 80' +l-68.5 +/-05.8 r701$d7 +70(90 +/41ib r7a-81.2 i70/9U +70f-76.9 +7a-90 +701-89.8 +70/-70.2 t7aA0 +70/•60.3 +/$2.9 +7x90 +7x•75.2 +7x$8.8 +7x•71.2 J�701.84.683- +1-65.7 t/-03.8 +7x•80.7 +7x-89.5 +I-0&3 a7a77.3 +70/90 +7a-72.3 +7x-80 +701.86.3+!$6.8 +7x•90 +70l-78.6 «148.8 +7x$7.2+ia-Tt.B9.9 Design Pressure (ps6 br WOldot» Alteohed la a Horizontal Frame Assembly Tube w(naowwldm under 23' 25.15118' 273(4" 30• 33.112' 35' 3T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AN AN All All B A,C&D A B C80 A B C8D under 23' +7x90 +7x90 +7x90 *70/90 +701-B2.t +7a•90 +ix -90 ' +7IX 78.5 +7x90 +701-� «7a-74.3 r7a$0 25.15/18' +70/90 +Ta$o +701$0 «7al90 +7a$o *7a90 +rol$8.6 +7a-90 +7a90 +701.84 +7a•90 +7x90 38-318• +7x-90 +7a90 +701.90 +70!•90 +7a-90 +7x-90 +7x•90 +7x-90 +7x90 +701-90 +701.90 +7a-90 48' +ra90 +Ta90 +7a -Bo +7a -9n +7aoo +7a4w +7a90 +ro/90 +Ta$o +ia-ao +701-90 +Ta -90 50.518' r7a90 +7a90 +7x90 ri0/90 +7x90 *70190 +7a -9D +701$0 +7x90 +70/90 +70190 +7a$0 80' +7x90 +7x90 +>x$o +7x90 +7a-90 +7x90 +701.88.8 �+7a$8.8 +7a-88.8 r70(-84.8 +7x$4.8 +70%84.8 83' +7x90 +7x90 +7x-90 x701.90 +701.87:2 +70!$7.2 +7a-84 +7a-84 +7x-84 +7a-78.9 +7a-79.9 +lOf-79.9 72' +7a-90 +7x$0 +70I$8.5 +7x$1.5 +8a-iR +6a-70 +Ba -89.4 r8afi9.4 +9x•87.8 +8x$7.6 +80h87.6 78' +7a-90 +7a-90 +7a$8.3 +7x-78.7 +BOI.87:2 +BOI$7.2 +8x$5.2 +8a95.2 +Ba$S.2 +8x$3.3 +80/$3.3 +80!$3.3 84' +7x90 +7x90 +7Q1$1;3 >l801-70 +6x$1.8 +80/$t.8 FOR GLASS TYPES: TABLE 17: 6 7/8" LAMI. IG: 3/16" AN - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN 41,11MRd Rr ces'plyt Writ lb, ) ( � Flm'idu Oefd)R Cale 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN -.090" SGP - 3/16" AN) D„c<�/7 �°i 811Lm) D dE Frnrlutt Bpi 9L �- / WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR � ti LOCATIONS AND QUANTITIES. i •� 4 TABLE 18: T aZ _] O J LL LL c 00 W W i<n0 W C) mH aZ W O ..a W Z = to €C7 WQ 3 Q LW "�� FRAME p. g n Q Q Imo'- U ✓�, 10- MAX. -►-I 4�- ASSEMBLY I TUBE TABLE 19: wlNoow HEIGHT - p ii- �' a =��v _'�I WINDOW � ADDITIONAL w Z a O o -^n WIDTH ANCHOR s : Y (4), IF REQ. Z SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS LYNN REQUIRED FOR THE FRAME ASSEMBLY � QN";..••...,M TUBE. `� �'t•''�yGENS'* t' SEE SHEET$1 & 4 FOR WINDOW ANCHOR = : • Na. 58705 LOCATIONS AND QUANTITIES. SEE SHEET y - 3 FOR ANY ADDITIONAL ANCHORS N I{, REQUIRED FOR THE FRAME ASSEMBLY l 3(i i3 TUBE. STATE OF 4/� i .• ORI NOTES: /SS/ONAX- M) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNNMILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PAX 68706 Design Pressure (pa0 ter Op, single WiMrnva, erg Anchor croups WINDOW Design Pressure (psQfbr Windows Attached to a Horizontal Frame Assembly Tube FRAMs HEIGHT Window Wldrh Design Pressure (psq for Windows Attached to a Vertical Freme Assemdy Tube TUBE m" Max. antler 23' 25-15/18' 27314' 30' 33-t12- 36' 37' ANCHOR under 2Y +80/.130 +9p/-130 +9p/-130 +9a-130 +ga_130 r9a•130 +8a-130 25-15178` +90/-130 +8x-130 +DO%130 +'901-130 +801-130 +90%130 +80%130 tl 383/8" +9a -13D *8a•130 +80l-130 +9a-130 +8pp-130 *9a-130 +90/-130 30" 48' +gp/-130 +9p/-130 +g01 -13D +9a-130 +9pf-130 +9a-130 +90/-130 +70/-90 50518' +8D/-130 *9a•130 +80!•180 +8a-130 +9p!'-130 +9a-130 +8pf-130 Anchor Group HO' +801-130 +Oa -130 +g0/-130 +9a-130 +80P-130 +801.130 +80/-130 +7a-9D+7x-90 B3' +90/•130 +9a-130 +9x•130 +9a-130 +80/_130 +901.130 +901-130 C8D 72' +901-130 +9a-130 +8pr-130 +6a-130 tgp/-130 t9a-12A,8 +90/-115,7 B 70' t80/-130 +9a-130 +9D/.130 +901-130 +ger-128,2 +801.116.7 r9tl1-109.8 .7a -so 84' +80l-130 +801.730 t8a-130 +9a-130 +901-118,4 +Tor -90 +7a-90 Op, WINDOW Design Pressure (psQfbr Windows Attached to a Horizontal Frame Assembly Tube FRAMs HEIGHT ASSEMBLY Design Pressure (psq for Windows Attached to a Vertical Freme Assemdy Tube TUBE m" Max. Window Width (-j-� ANCHOR under 29• 26.15118" 27.314` 3D- 33.1/2' 35' I WINDOW WIDTH Window Wrtdfi 37'. Anchor Group Anchor Group Anchor Group Anchor Group Anchor {harp, Anchor oup Grpt IL tl Ij under 23° 2515118" AN 27.374" All 30" A, C S D A B 33112" A 35" C 8 0 37° +70/-90 +7a-90 +'7a•90 +701.90 Anchor GroOp +7a-90 +7a-78.5 Anchor Group +7a-� Anchor Group +7a -9i025-15/18` Anchor Group Anchor Group +7a-90 Anchor Group +701.90 Anther Group +7a-9D+7x-90 +70/80 A 8 C D A 8 C8D AC$D A 0 CflD A B C$0 B A,C,80 A B C&O under 23" +7a-90 .7a -so +7oiso +Ta -90 +7a -so +To/;so +7x -so «7a -so +Tor -90 +7a-90 -701-90 +7a-� +7oi-90 +7a-90 +7x•90 +701->p +Tor -90 +Ta -90 +701-90 � zs15115^ +7a-90 +7a•90 tTx-so aor-so +7a -so +Ta•so ao!-90 +7aso+Tor-so+7a-sp+Tx•so+Ta-+7o7-so+7a-90+la-so+Ta-90 +7a.90+7a-�.ix5o+JorSo+7a.9083" +Ja-so+Ta-so.Ta•so +7x80 +7x•90 iTa•9a+7x-90 38-318" +7x•90 +7a-71.6 +701.90 +701-90 +ia-89♦70t-9D +701-90 +701.90 ]+7(V.90 +7x•80 +701-90 +7a-90 +70l-90 +7a.so+701-90 +i0/80 +7a•90+7a-90+767.90 t7a80 +7a-90 +701.00 i rla-90 +70(59 +7x-90 +7a•00 4a"+Ta-731 +1.57.3+la•so+0/50+/-rd4B+7x•90+Tor-so+7a-90+7x-so+7a-ST.a+lot5a+7a-so+7x-so+Ta-90+Ta-so+Ta-so+To7-so+Ta.eg.arTa-�50-518" +7x80 +70180 +i0i80 +7a�80 +7x -s39 +7x•90 +7x-90 r70/-BQ +7a -9g +7x80 +701.90 +7aA0 Be +7x80 +701.80 +701-90 +70180 +701 -OD +l-89.5 +1-54.3 +7a-90 +701-90 !•81A +701EO «TOf-90 +7a-90 r7x-90 +7x$3.2 +701-90 +Ta90 +70180 +7a-90 +TO! -89.2 +TOi-90 +701.90 +Ta-84.3 +701-�6D" +(585+l-45.8 +70(•64.7 +7x50 .151.8 +7x•81.2 +7x50 +7a -90•70.Z +701-90+7a-80.3 +701-75.6 +1a-90 +70!•752+701-9P +7a-90 *7a•T1.2 +701-9083" +1-55.7 +/-43.6 +7W80.7 +7a-89.5 +1-09.3 *7a•7T.3 +7a-90 +7a-90 +7x•85.3 +1-88.9 +Ta -90 +701.78.5 +70/-74.9 +7a.9D +7a-77.8 Nx•90 +70l-855 +1.87.8 +70180 Op, WINDOW Design Pressure (psQfbr Windows Attached to a Horizontal Frame Assembly Tube FRAMs HEIGHT ASSEMBLY TUBE m" Max. Window Width RD0ITIONAL ANCHOR under 29• 26.15118" 27.314` 3D- 33.1/2' 35' I WINDOW WIDTH 37'. Anchor Group Anchor Group Anchor Group Anchor Group Anchor {harp, Anchor oup Grpt .anchor Group Anchor Group Ag AN All All 6 A, C S D A B C& D A B C 8 0 under 23" +70/-90 +7a-90 +'7a•90 +701.90 +7a$2:1 +7a-90 +7a-78.5 +7aA0 +7a-� +1a-74.3 +7a -9i025-15/18` +7a-90 +7a-90 +70/80 +701.90 +7x-00 +7a-9D+7x-90 +70/80 +7x•8.4 +7x80+70V,9038318` +70180 *701.90 +7014)0 +70l-� +7x•90 +Ta�O +70(•80 +7x-90 +i0l4i0 +7x-90 +7a.,ip48"r7a-�+7x-90+ya,10+7x•00 +7x•60 +7x•00 +761.90+7a-90 K+70W *7x-00 +7aA0 +7ai105p{u8+ +7x80 +7x•90 +7a-96 w70/AO +7x-90 +7x -90+7a-90 +7x-90 +ia-90 +701-90 +7'a-9geo"+la8o+Ta-8t1 +lot5o+la8o+7a-90+7a90 +7a.90+7a-�.ix5o+JorSo+7a.9083" +7x80 +7x•90 iTa•9a+7x-90 +7x-90+701-eo +Jx-w +7x•80 +701-90 +7x•90 +1x-80 72' +7x80 +70!80 +i0/80 +701.90 t7a80 +7a-90 +701.00 i rla-90 +7a-00 +7x•90 +7a•00 +7rIY•90 78' +7x80 +70180 +i0i80 +7a�80 +7x -s39 +7x•90 +7x-90 r70/-BQ +7a -9g +7x80 +701.90 +7aA0 Be +7x80 +701.80 +701-90 +70180 +701 -OD +7x•90 i WINDOW FRAMs HEIGHT ASSEMBLY TUBE m" Max. RD0ITIONAL ANCHOR {4), IF REQ. '--"1 I F'._ I WINDOW WIDTH TABLE 20' Item DWO. # Description Material 1 7002 Main Frame Head, Sill & Jamb 11083.76 Alum. 2 7071 Anchor Plate 6063 -TO Alum. 3 7003 Sash Tot), Bottom & Side Rail 6093-76 Alum. 4 7008 Frame Corner Key Steel 5 7009. Sash Corner Ke Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187" x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steal 13 7013 Tie BarGuide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, W W<=24" Steel 16 7027 Maxim Dual Arm O erator W W>24" Steal 17 7030 0 eratorGasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider Dual Arm Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HID), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 31 Ours Sea[ Spacer Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5 32" x 7 i6" x 1-1J4" EPDM 35 1 7036 Lami Bead 8 8063.76 Alum. 36 7042 Lami Bead C 606346 Alum. 37 7059 Lami Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wst Thick Flax PVC 70 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow 899 SiliconBackbedding 60 7006 Screen Frame 3108•1-114 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen 5 ri Stainless Steel 70 134 Add-on Flange 8063-T6Alum, 71 7004 Frame Ass Tube 6063.70 Alum. 80 #8.32x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless steel 81 1157 #8 x 1/2' Ph, Pn. SMS Stainless Steel 82 48 x S/8" FI. Ph. SMS Stainless Steel 83 #8 x 7 8" FI. Ph. SMS Stainless Steel 84 iisx 1" FI. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Steal 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 INIOx1 2" Ph, Pn./TEK Stainless Steel 89 #10-24 x9/16" Ph. Pn. TYPE F Stainless steel 90 1#12x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS A 4: 7 s"Nx LYNN hti((F�"//. � ' • No. 58705 •• � 1 C> STATE OF %F"WRIOP ss/a!! NAS �A A. LER, P.E. .062" 4 NOM. .-473-4' 2.919` .430' NOM. 1.159' t+— 2.784'----��. 2.130' FRAME HEAD, SILL & JAMB #7002, 6063-116 1.358' T.441" .095" 1 ANCHOR PLATE #7071,6063 -TB 7084 .050" —5" ��55 .86 J 35 BEAD B, #7036,13063-T6 .172' .870' IIIA_ I[„_._ .050' lei .569' 37 BEAD —D #7059,6063 -TI, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 CERT. OF AUTH. #29296 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040" II- t—At0-0' .423' `"1 ij�•---4 FIXED 'SCREEN FRAME #7006, 6063-T6 .623" .050' 4i IS 36 BEADC #7042,6063-T6 �+- 2.203' +-{ I 1� ,093' .093" 70 ADDON FLANGE #134,6063-T6 ♦tipmye4 as comply&g VIII, 14r 1`100daA0u1d1Code DnIS,,,,ry9t" t ti ,t P1 nwt Qode uef Cgpirot L `•_•% BOM AND CORNER VIEWS I J ROSOWSKI I 3EMENT WINDOW DETAILS - LM & SM 08/08/12 rfModaC Scolo: Sheet: OroWing No. Ror. 'CA -740 NTS 1 10 OF 10 MD-CA740-LM —� 1.124'-74-- .125' 2.704" J .093' 71 FRAME ASSEMBLY TUBE #7004, 600-T6 �+- 2.203' +-{ I 1� ,093' .093" 70 ADDON FLANGE #134,6063-T6 ♦tipmye4 as comply&g VIII, 14r 1`100daA0u1d1Code DnIS,,,,ry9t" t ti ,t P1 nwt Qode uef Cgpirot L `•_•% BOM AND CORNER VIEWS I J ROSOWSKI I 3EMENT WINDOW DETAILS - LM & SM 08/08/12 rfModaC Scolo: Sheet: OroWing No. Ror. 'CA -740 NTS 1 10 OF 10 MD-CA740-LM MIAMI MIAMI--DADE COUNTY, FLORIDA *baw� PRODUCT CONTROL SECTION 'DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11845 S.W. 26'h Street, Room 208 AFFAIR;; (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315=-2594, F (786) 3152599 NOTICE OF ACCEPTANCE (NOA) www.m amldadcg�p� PGT Industries _. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 by Miami -Dade County Product Control Section 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. RIPTION: Series "SH =700" Aluminum Single Bung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. tng a Rung 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. 'ACT RATING: Large and Small Missile Impact Resistant. t.imi IA`11U N5: tam - u ers t4r 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.. li-#1405.1Q 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. Gascon, P. E. NOA No. 11-1013.14 :Applroval n Date: March 26, 2016 4 10 �� 11 ate: november 03, 2011 Page I 0 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. tAWINGS1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Im heets 1 through 11 of 11, dated 09/01/2005, with revision "D" da 0/07/2011 prepared by manufacturer, signed and sealed by Anthony Lynn Miller, B. TESTS 1. Test reports on: l) 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 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 6) Forced Entry Test, per FBC 24113.2. 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 NDA No.07-0322.06) 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 NDA 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 wader previous NDA 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 NDA No. 05-1018.01) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 1 i-1013:14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT InAustries 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 24113.2. 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, Moth signed and sealed by Edmundo 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 20294 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 'resting 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.03-1018.01) C. CALCULATIONS I. 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 I. 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. Jaime D. Gasco i, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: Ma-rch 26, 20146 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE aF ACCEPTANCE: EVIDENCE SUBMPi'TED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC--2007 and FBC-2010, dated October 07, 2011, sighed and sealed by Anthony Lynn Miller, R 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, FTL-4723, FTL-4947, FT -"650, FTL--4948 gild F- TL 4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, R E. (Submitted under previous NOA No. 07-0322.46 and 05-1018.01) G. OTHERS I. 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. 9 - - - Jaime D. Gase n, 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 B. 5f1 ONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGT UPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16"LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING'OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3H6" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/1611 LAMI IG: (1) LITE'OF 118" TEMPERED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. Q H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 516" 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. 1.13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13118" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF IN' TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/18" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM''♦#VS INTERLAYER. I&M. 13/16" LAMI IG: (1) LITEOF 1/8" ANNEALED GLASS, AN AIR SPACE AND 6/16" 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 WATERTEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN'THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, 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). GLASS TYPE NO.M18, FL MUG I -0 — P.O. BqX 4628 ALUM. SINGLE HUNG WINDOW, IMPAC NOW" FL 84274 V&ibly Better I 16mW 1~1 � NTS r s 11 4040-20. NOA DRAWING MAP SHEET GENERAL •NOTES ............. I GLAZING DETAILS ............ 2 DESIGN PRES:SURES....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS... .......... 5 HORIZ. SECTIONS ............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 PRODUCT uIvisim as complying with the Florida Building Code , _ , _ - Off• "ENse' ,poc ' � (0 II ; 2, �:�Q '• FLOA�Qp' ��CJ P A. L4i4! IIOL 14� P. E. FL'P.E.# 58705 80,81 or 8: 1/2" NOW GLASS BITE is 1/8"ANNEALED OR HEAT STRENGTHENED C 090 SOLUTIA OR DUPONT PVB INTERLAYER 718" ANNEALED OR HEAT STRENGTHENED 13- 112" 112" NOM, GLASS BITE or ,88 or 92 0 ��r70 70 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLLITIA OR DUPONT PVB INTERLAYER "ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAM] 6rll 'D N00M4AGW M1SW&WT NOKOMIS. FL 86276 PA. BQX 76" NOKOMl3, FL 3427'4 3116" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS SITE Q 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 311W ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 118" TEMPERED GLASS — 13116" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI''. [7Zr-LW'AMZ1N,G DETAILS ic-m-T., Ai U. SINGLE HUNG WINDOW IMPACT 'Vtrlbly Batterew>. ens ewn,roxw sMA10 Full 2 a 11 4040-20 PRODUCrREVISED as complying with the rhnida Building Cada .. . _ •, �No 58705 '. � - -or- O FtoR��••��3� A. IP.E. FL P:E.# 56708 ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. 1/2" NOM. ' GLASS BITE c] EXTERIOR INTERIOR (ALL SECTIONS) 3116" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS SITE Q 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 311W ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 118" TEMPERED GLASS — 13116" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI''. [7Zr-LW'AMZ1N,G DETAILS ic-m-T., Ai U. SINGLE HUNG WINDOW IMPACT 'Vtrlbly Batterew>. ens ewn,roxw sMA10 Full 2 a 11 4040-20 PRODUCrREVISED as complying with the rhnida Building Cada .. . _ •, �No 58705 '. � - -or- O FtoR��••��3� A. IP.E. FL P:E.# 56708 III FLANGE OR INTEGRAL FIN WINDOWS WP HIGH SILL OPTION BASED ON FLANGED'WINDOW TIP -TO -TIP FRAME DIMENSIONS NIIIDTH GLASS TYPE 86" 88"1 WINDOW HEIGHT 10- H, 13118" LAMI 10 - 1/&'T. AIR SPACE, 6118" LAMI - 118 A,.090,118"HS) FTL-4848 TABLE 1. cm,S,M & ciewo -80,0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 •W.0 +80.0 40.0 +60.0 -80.0 80" A,B,M +80.0 - .0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 80.0 +79.0 -79.0 82" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -W.0 +80.0 -80.0 +78.8 -78.8 +77,3 -n.3 +76.9 -75.9 801/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +78.9 -78.9 +76.4 -75.4 +74.0 -74.0 UP TO 53116" C,D,S,F,O,H,I,J,K,L +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80,0 +BO.0 +80.0 80.0 ■m STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ,& BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 316" 44" 80816" 83" 72" 74" TABLE 2. ?G- 8"A,B,M H, 13118" LAMI 10 - 1/&'T. AIR SPACE, 6118" LAMI - 118 A,.090,118"HS) FTL-4848 A B'm +80.0 •80.0' +80.0 -80.0 +80.0 -80.0 +80.0 -80. -70.0 +70.0 .70.0 +70.0 -70.0 60"AB L. 113/18" LAMI 1 -1/8" T, AIR SPACE, 7116" LAMI - (3n6"HS,.090, 3/18"HS) FTL-4849, 4050 +80.0 •80.0 +80.0 -80.0 +80.0 80.0 +79.9 -119. -70.0 +70.0 -70.0 +70.0 -70.0 62" AAA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 E+70.0 +78.9 -78. -70.0 +88.848.8 +67.8 •6763 VS" A,110 +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +76.0 -78. -68.0 +68.7 •88.7 +86.8 •68.UP7043118" C,D,E,F, ,H,I,J;K,L +80,0 80.0 +80.0 80.0 +80.Q 80.0 +80.0 80. -70.0 +70.0 -70.0 +70,0 -70.0 BASED ON FLANGED'WINDOW TI WIND( WIDTH GLASS TYPE 17 118" 431/8" D,E,F,J,K,L +80.0 1 -8I LASS TYPES' MI-(11WA,.090,118"A) B. ) C. MIT' LAMI - (118"HS,.090,141HS) 0.7/96"LAMI - 311WA,.090,3/16"A E. 7/'16" LAMI - (3110"A,.090, 3/18"HS) C 7/10." 1 AMI- 11 IA -1-A nan :Al1R"NQl „O„ MEETING RAIL HT. "X" "o^ HT. MEETING RAIL �H NS WI HIGH SILL OPTION® TABLE 3. NINDOW HT. Wl SASH - 78" FLANGED AND 76" INTEGRAL FIN) " W LT. O" MINUS 314" 396118 4413118" I 88 318" I 8816/18" - ` SASH 80.0 1 +70.0 -70.0 1 +70.0 1 -70.0 1 +10.0 1 -70.0 1 +70.0 11 -70.0 HT. HT, MEETING RAIL TEST REPORTS TABLE 4."X" S H FTL•4847; 4848, 4723, 4957 1 cn -eaeR G. 13/16" LAMI 10. 1/8" T, AIR SPACE, 5118" LAMI - (Iff&.090,118"A) FTL-484& 4723 H, 13118" LAMI 10 - 1/&'T. AIR SPACE, 6118" LAMI - 118 A,.090,118"HS) FTL-4848 1. 13/10" LAMI KG -1/8" T, AIR SPACE, 6/18" LAMI - (1/8" HS,.090,1/8"HS) FTL4646 J. 13118" LAMI 10 -118" T, AIR SPACE, 7/18" LAMI - (3116"A,.090, 311VA) FTL-4649, 4850 K. 13/18" LAMI Id - 1/8" T, AIR SPACE, 7118" LAMI - (3116"A,.090, 3118"HS) FTL-4849, 4660, 4956 L. 113/18" LAMI 1 -1/8" T, AIR SPACE, 7116" LAMI - (3n6"HS,.090, 3/18"HS) FTL-4849, 4050 IM. 13/16" LAM[ IG - I/8"A, AIR SPACE, 5/16" LAMI - (118"A,.090, Ila"A)A_k FTL-6003 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 SLB" MINIMUM TO 38" MAXIMUM. A i volsla Ip w.aa-:1 ALUM. SINGLE!tLmm NOICOMFB, FL SW4 Visibly &,4w a Aw: ra: SHM NTS 3 a 11 with tim Florida Iitllt/ LYNN * ; 110,58705 LU �'��sSIONAL ' �. A. LYhfIUt'MILtL , "P. E. FL P.E.# 58705 TABLE SEE DLO TABLE (MAX •) 49 5/8" MAX. FIXED DLO (ALL) O X j 48 114" MAX. e I SEE DLO I TABLE SEE DLO+TABLE X —53 ' AX. FLANGED WIDTH —521/8"M I.F, WIDTH D+� f 75"IMAX, — — 76 AX. D -J NEIHT TABLEO SOA A HEI FHT 76"1 AX,Ll / ®MAX. � FLANGED FLANGED 387/18" HEI HT HEI HT MAX. SH SEE DLO HE IA HT TABLE X j NO E4 DETAIL 6 VIEW (STANDARD SASS 75"IMAX, I.F. HEI HT ® SEE 76" MAX. TA FLANGED HEI HT 20" SASH SEE DLO HEIGHT 8 --1 DETAIL D VIEW (CUSTOM SASH) O j X j E --j I 75" MAX, LF. E —j HEI HT A 76" MAX. FLANGED HEI HT 0" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1, SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. nils SHEET NOKOMIB, FL 84M P.o. eox ian NOKOMIB, FL 84274 SEE DLO X j TOP VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL. A . 341/2" 34 3/16" B 41 5/8"L41 1/4'"C 411/4"07/8"'D 52 5/8" 11 /116"E 52 1/4112 5/16" SASH DETAIL LOW SILL HIGH SILL A _ 34 1/2" 34 3/16" B 27 7116" 27 116" C 27 7116" 271/8" ! D 163/8" 15 3/4" E 16 3/8" 15 314, 1 TABL5. NTS 1 4 all 75" MAX. I.F. HEI 2HT 776" MAX. FLANGED HEI HT SEE NO E4 ItEV t313D �g w tL the Ntarida arta * ;' No, 58705 •• 10111 F ; L!!^ 8'tAt OFF ; • 'io.OV�'•.. FLORIOP 0C9 /"','S0/0NN A. LY 6fiHI It P.E. FL P.E.# 58705 I ---z aaa•'----�I i� INSIDE FIXED LITE DAYLIGHT OUTSIDE VENT DAYLIGHT NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (h') W FROM EACH SIDE OF SASH. INSIDE 'I~ - I f MAX. VENT DAYLIGHT OPENING 1 10 ------- "F001 NOTE: BALANCE PARTS USED I ® BASED ON SASH WEIGHT 9,10,11,15,16 MAX. FIXED LITE DAYLIGHT OPENING I OUTSIDE r MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) TRAME SECTIONS INSIDE 47 2. a6 HIGH SI L 2. 30 LOW IL HIGH SILL 48 LOW SILL HEAD 68 2.710° .11.F. FRAME n 53 II OUTSIDE I Florida (LOW SILL) SEE NOTE ABOVE 54 64 th i I NON '' 67 � � ENSg ''•�� i 3 30 12 ULTRALIFT gg ONLY ULTRALIFT Q , SECTION B -B 12 ONLY SECTION C -C = Ac No• 5s7°5 IUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL- FLANGED VERSION) P, Jett w� J.J. IM7/11 �D NO CHANGES THIS SHEET �'•'• SIfATE 4070 TECHNOLOGY DRIVE SECTIONS''•., J.ft 04/01/11 C NO CHANGES THIS SHEET NOKOMI8, FL 3WO na"' i ` F avlsroe S ADD LF. SECTIONS&CONSOUD4TEBAL COMPONENTS P.o.egx,eza ALUM. SINGLE HUNG WINDOW, IMPACT w ate. uTM*a a A. LYW Mltlllfflit. P.E. F.K. ;1, J.J. 5�7 NOKOMIS, FL 8417a 1/Lrfbly Barrer ffiH7b0 Ha/f 5 -,11 404a PU O FL P.E.# 58705 I+-2.784•—1 T 1.3 1 11 .082 O FLANGE FRAME HEAD #4002A,6063 -T6 —p .082 2.830 2.330 x-2.7847 1.749 (3 J FLANGE FRAME SILL (LOW) #4003C,6063 -T6 2.710 1 -•--1.513--j 738 .062 .062 ,490 040 �-�-1.461•{ ASH OFLANGE FRAME JAMB O #4025, 6063OP 17 SASH 53006 OVER #4004, 6063-T5 (USED AS RADIUS TOP HEAD) �•�--2.32&•---r-I r---2.27977 I F1.179 1.707 .082 .082 21 FIXED MEETING RAIL2g SASH TOP RAIL #4054A,6063HD-TB #4008C,8063HI I-»--2.784-- { FLANGE FRAME SILL (HIGH) J #4050A,6083.76 J.J. I fO/07H1 I Drt vs w r NO.CWJMS THIS SHEET /� �-IIF. FRAME 2 I� 6or50 6or50 SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT II� I.F. FRAME,& � II VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .050 - - 1.165 .678 1.096 �-� —►{� .062-7-19 4 GLAZING BEAD, 5/16" 1 #40398,6083-T5 31 'SASH SIDE RAIL #4008, 6063-75 �8 SASH BOTTOM RAIL (LOW) #4007,8063-75 kE i878 1.096 -I-.-rr- T IS GLAZING BEAD 7/16" #4222, 6063-T5 2.326 i 2.838 .062 g38 -)SASH BOTTOM RAIL (HIGH) #4051A, 6063-T6 0 TECHNOLOGY ORIVE NOKOMIS, FL 34275 P.O. BQX 7628 NOKOMI3, FL 34274 i .050 -+- 678 1.11517 45 GLAZING BEAD,. 7/16" #985C,6063 -T6 (USED 1M/ GRILL KIT) WELD ALONG BOSS (2) --►i .050 1.098 -i -►—+I 42 GLAZING BEAD, 6/16" MODUCTRPVISau "n complying with the Florhle #40448, 8083.75 W/GRILL KIT) ldi(USED p"IanOallo �1101 1 .683 050 46 GLAZING BEAD, 13/16" IG #4067,6063 -TB iHLW i'lAN 1 7 • 11 - 4YNNIM/��F * ; �o, 58705 '•, �, 4u fJO•. STATE OF A. LYIGUMILLLk P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE S. WINDOW HEIGHT SLIBSTRATE: 28.603 34.603 1,, 0.603 46.603 52.603 58:603 64.603 76.000 ANCHOR T p Z Z c p JAMB BELOW _ _ * No -_ * W NfrG. RAIL cli NNDOWS ON U Z Z rO M�ZMZ pOWIDOW 4040-20 D O 0 U N Z QZ v 0 U U Z GLASS I OT �� oU UU Q Q � 0 .uU70 UWIDTH TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 h 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.1 H,I,J,K,L 1 21 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2'12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2J2 212 2222 2 3 2 2 3 3 1 1 1 1 1 1 1 1 1 9 1 1 1 1 -i[2-212- 1 2 1 1 1 1 1 2 1 1 1 2 2 2 112, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21-3-212-313 C,D,E,F,G, 1 1 1 1 1 t 1 1 H,I,J,K,L 1 2 1 1 7 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 22 3 2 2 2 3 3 3 2 2 3 3 24.000 1 1 1 1 1 1 1 1 A,BM ._,. __ -._ .- . .._.. .-1' _.. ._. -- -2T2 ._-.-- -- .___ _.._ _-. _._.. _ _. -2[i _. _ ... _ ._ __. "3-1'3 1 2 1 1 1 2 1 2 111-2, 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 i2 3 2 2 2 3 3 3 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1 21222231 2'22231 2232322232322233322333432333433:44 32.000 ABM 1 1 1 2 1 2 2 2 2 3 112 '2 2 2 3 1 2 2 3 --1 2 3 2 2 2 3 -1-_1_ 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3:4 4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 -41-4' 37000 H,I,J,K,L 21-.' 2 1 2 2 2 2 3 1 2'2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2$ 2 3 3 4 2 3 3 3 3 4 3 3 3 4 31'5 3 3: 1 1 1 1 '1 2_ 1 2 1 2 2 1 2 2 1 2 2 1 2 2 I- 2 AB,M 2 2 1 2 2 2 2 3 1 2'2 -1 3 2 3 2 2 _1 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 40.000 H,I,J,K,L 22'1 222232223232223232323242333342334353334453344 AB,M Z 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 _2 2 _2 2 2 2 2 2,1 _2 2 2 2 2 3 2 2I2 $ :213 2 2 2 3 2 3 2 3 2 3 2 4 _2 2 3 3 3 3 4 2 3 3 4 :3 5 3 3 3 4 4 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 212 22222 322:232322332423333423333423343533344'53445 A,B M 2 2 2- 2 2 2 2- 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2' —:2 2 2 2 2 2 3 2 2'.2 3 2 3 _2 2 2 3 3 _._2 2 4 -2 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 43 5 3 3 3 4 4 5 3 4; 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 _2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 22-22222322:2334233334233434 2334 3533343533454634'55 2 Q 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2` 2 ABM 2 2 2 2 2 2 2 3 2 2'.2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4.3 5 3 3 4 5 4I6 3 4 5 5 PSF 72 79 78 C,D,E,F,G, 22 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2' 3 53.125 H,l,J,K,L 2 2-1 2 2 2 2 2 3 2 2:2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3,,4 3 5 3 3 4 4 4 6 3 4 4 5 4 6 3 4 5 6 2 _2 2 2 2 2 2 2__2?_._.2 2- 3._ 2 2- 3 8 2__2 3 2'v 3 ABM 2! 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3Ti4 3; :4 2 3 3 4 3 4 3 3 3',4 3 5 -2 3 3 _2 4 4 4 5 3 3 4 5 4 6 3 4 '4 5 7H/S SHEET NOKOMIS, FL 94278 - ■ 'r°` P.O. 09X 1828 ALUM. SINGLE HU151G IWI NOKOMIS, FL 34274 Visibly Better—N 78 6H700 NTS a 11 ANCHORAGE NOTES: h.' ANCHOR TYPES - W' ELCO TARCONS 2. 1 TE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASEDON THE FOLLOWIING DIMENSIONS. HEAD -181/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 16' MAX. FROM BOTTOM CORNERS 6" 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. I& TABLE KEY: MAX. PSF DP LIMITED 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DIP H JAMB ABO 2 3 ZOO `SEN * MTG. RAIL. Q 705 �� 58 JAMB BELOW _ _ * No -_ * W NfrG. RAIL �- ?o L� %� •• � gSP�OF .� Zuj� ' 'A '•• �o° •' O ' NNDOWS IW, IMPACT '\.E. A. LY�Cti MII11N@4, P.E. arra, a 4040-20 D FLI P.E.# 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOk11S TABLE 8. 3 RanUCT RUE 6 U WINDOW HEIGHT SUBSTRATE:,_29.055 1 37.155 44.655 52.155 1 59.655 67.155 74.655 76.000 ANCHOR TPE. cn0Z ZrnOz GLS N ZnO -U Z Z N IMPACT aN> aa: 4040,20 D NO�Oz�Zv ' N U ZZg " U o NUi UZ O O"OfO U U U U � OO U U NWINDOW � U O U WIDTH TYPE C,D,E,F,G, 1 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 -2'131-2 3 2 2 2 3 2 ABM 1 1 1 1 1 1 1 1 1 1 1 '-2-1--2-1-2-T-2 1 1 1 1 1 1 1 1 1 1 1 1 1 1L1 1 1 1 1 11 2 1 2 2 2 2 2 1 22 22 2 2 2 2,2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2,3 2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 11 1 1-1112[2--1 1 1222222222222222222323-22232322232322232 A,B,M 1 1 1 1 _1 1 1_ —21-2- —2112 1 1 1 1 1 1 _1__1 _1 1 1 1 _1 _1 1 1 1 1 1 2 2 TF1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2'3 2 PSF 68 C,D,E,F,G, 1 1 1 1 1 1 1 1 2 1 1_ 2 1 1 1 1 1 1 1 1 1_ 32.000 H,I,J,K,L 1 1 1 1 2E2 2 222 2 3 2 2 223',322 3 3 3 3 _1 3 2 3 3 3 3 2 2 _1 31-3 —4'F31- 3 2 4 3 4 3 3 243 ABM 1 1! 1 2 1 1 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3',3 2 2 3 3 3 3 3 2,3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3PSF 59' 79 C,D,E,F,G, 1 1 2 i 1 2 12 2 1 2 2 1 2 2 1 2 2 1 2 2 1 '' 237.000 H,I,J,K,L 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 8 4 3 3 3 3 23 3 4 3 3 2 4 3 4 4 3 2 ''4 3 ABM 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 _1 2 2 1 2 2 1 2 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3PS 54 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1111 2222222322333'32233433343333343443343443353 _2 _2 _ _2 ABM 21 2 2 2 2 a 2 2 a z 2 2 2 2 2 z 2 2 2 2 2 2 1 1'1 1 111 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4333:4L3 _2 3 3 3 3 _2 4 3 4 4 3 3 4 3 4 4$ 3 5 3 PSF 49 79 58 79 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 1 111 1 1 1 22-2 2;2233223334233344 3843443343443 _2 3434433 4 AISIM 2' 2 2 2 2 2 2 -3T3 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1'1 1 Ill 2 2 2 2 2 2 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 PSF 45i 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 -,2T2-31-3 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 1 1 71-1 1 1 2 2 2 2 2 2 3 3 _2 3 4 3 3 3 3 4 4 3 5 4 4 44 3 3 4 4 4 4 4 3 5 4 4 4 4 3 'S 4 A,B,M 21 2' 1 2 2i_2 ''; 2 2 2 2 2 _2 3 2 2 2 2 2 3 2 _2_ 3 2 2 Ill Ill 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 8 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 3 PSF 67 46 67 i8 79C,D,E,F,G, —4T- �6E4 2' 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3353.125 H,1,J,K,L1 L41 1 1 12 2 2 22 2 3 33 33 34 4 3 34 4 4 4 3 3 44 4 4 3 34 4 5 '5 4 3 5 4 5 5 4 3 5 4 qBM 2 2 2 2 2 3 2 2 3 2 3 3 2 3_ 3_ 2 2 _3 2 3_ 3 2 3 1111111121212121,2121313131313131414 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 '4 4 3 5 4 5 4¢ 3 5 4 NOKOMIS, FL 34273 P.O. BQX 7628 NOKOMM FL 34274 smma I NTS 1 9 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX ® 3-#12SCREWS 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 6" MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE 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 TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: HEAD 3 RanUCT RUE 6 U ��`y LYNN M/te JAMB ABOVE 2 2 e complying wi11i ilia Florida JAMS ABOVE 3 3 aildingCoa0 r""`°N01'Ir1QI MTG. RAIL paa JAMB BELOW MTG. RAIL aproduct Cootro IrvU�vr1 ttiilll HEAD 2 _ ��`y LYNN M/te JAMB ABOVE 2 2 MTG. RAIL Q?~; y '5g105 JAMB BELOW _ * 140. MTG, RAIL 'Q 51At Of ''0� "/"sSIO� DARD VIEW N IMPACT A. MI ;�P.E. aN> aa: 4040,20 D FL REA 68706 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6. TABLE'S, SUBSTRATE: 17:125 22.668 28.211 33.754 39.296 44.839 50.382 18.776 55.928 ANCHOR TYPE: ❑ 27.776 30.776 1.106 ANCHOR E. WINDOW Q M 2 M Q QZ M Q Z Q M o $Qu (�7�Jj V V l— i�I U v ❑ U U U GE N " U OOnN 0 O - i O�O�O'O U`OWINDOWNO Oci O Q WIDTH 19,125 U 1 U U 2 2' 2 2 2 2 2 2 2 2 2 24.000 2 1 2 2 2 2 19.125 D,E,F,J, 1 1 1 1 1 ...2 1 . 1 - 1 1 1 1 1 - 1 1 _2 _.. 1 _2. 1 _3 1 1 ....3 1 .. 1 1 1 .- 1 1 . 37.00079 K,L 1 ,1- 1 2 2 2 2 2 2 2 2 2.... 2_.._..3 2 2 2 3- x 3.......3. 3 24.Ob0 D,E,F,J, 1 1 1 .__1 1 1 _ _.2.,. T 1 1 ..2..... 1 1 - 1 1 _3. - 1 -- 1 1 ........3 1 ... 1 1 ... 1 1 1 1 .3, 1 ...3_.. 1 2 K,L 1 1 2_..__2 4 2... 4 2.-.....Z 3 4 2 3 2 78 2.. 3 3 3. 3.. 4._. 32.000 D,E,F,J, 1 _. 1 1 ...3_-_2.. 1 1 1 ..2_.. 2 1 .....3.- 1 2 _.3._..3_.._ 1 1 1 1 1 1 1 1 1 1 -...3 .-.4...__5 1 1 .. 1 _.3 . 1 ...._ K,L 1 1..__-1_ 3_...- 2 2 2 3--x 4 3 3 4 3 4 T_ 3 3- 4.. 4 53.125 53.125 PSF 66 72 79 2 2 1 !1 3 3—T-3 4 1 3 1 4 4 3 14 5 1 3 1 4 5 37.000 D,E,F,J, 1 1 1 2 1 2 21 2 2 1 2 2 1_1.2,_ 2 1 2 2 1 2 2 1 2 KL --.1_ 1 2._.2 2 _..,3 ..2_.....3.......3__._.3__.._.4_ _-3--_..3 ...3.._.4._.._.3. ..4 ._4----4-__- 5-_._.5 _..4_....,_5.._ PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2" 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 "4- 5 5 4 B PSF 79 1 1 76 79 77 79 79 79 44.000 D,E,FA 2 2 2 2 2 2 2 2 2 2- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KL 1 _1. 1 2 2 2 3 ._.3_ 3 _4_..4._ 4 4 3 5 4 3 5 5 4 5 5 PSF 78 79 70 79 79 1 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 '22 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 '.3 ._3._ 3. 4..._. _4..-. 4 5._....4 --b- _5__4—. 9.-5._.1 ..._4_._.6..._6__. 5 - PSF 71 79 63 71 79 64 74 86 T7 69 69 53.125 D,E,F,J, 2 2 2 2 2 2" 3 2 2 3 2 3 3 2 3 3 2 3 3__I__2_1_ 3 3 2 3 5 6- -5 "- 6 6 5 7 g .__2... K,L 1 1 1 2 2 2 3- 3 3 4- 4 4 -5---4 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED 1MNDOWS BASED ON SASH HT. TABLE'S, SASH HEIGHT SUBSTRATE.17- 15.776 18.776 213145 24.776 27.776 30.776 1.106 ANCHOR E. WINDOW Q M 2 M Q QZ M Q Z Q M o $Qu (�7�Jj M N M 9 Il- V M V l— i�I n3 to N of ei yLQ� WIDTH 19,125 2 1 2 2 1 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 24.000 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32:000 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3. 37.00079 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4i 40.00074 2 2 2 3 2 3 3 2 3 3 3 374—F -3—T-3 4 3 4 4 3 4 44,00068 78 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.00083 72 79 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 —6T-3-1-4 53.125 53.125 S8 66 72 2 2 1 !1 3 3—T-3 4 1 3 1 4 4 3 14 5 1 3 1 4 5 3 5 F -6L TF 5 11/13M NOKOW, FL 39278 eo. aQx 1828--�•,,�— •ALUM. SINGLE HUNG'WI NOKOMIB, FL 34274 VWbly Better Bai°" eiM' A1mo NT$j 10 d 11 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO S84 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 11 112" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TAKE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8"'MIN. TO 38" MAX. ¢ TABLE WIDTH AND HEIGHT DIMENSION ARE FOR L� 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: IS AVAILABLE. TABLE 7. KEY: MAX PSF (DP LIMITED).112 HEAD2 JAMB ABOVE 2 MTG. RAIL FULL DP HEAD 2 JAMB ABOVE 4 MTG. RAIL IRODUCTOMS15DNIotfaa cmiiPtYmBM'id�tho TABLE 8. KEY: MAX PSF (DP LIMITED)F1712 JAMB BELOW1 2 MTG, RAIL FULL bp) JAMB BELOW 2 MTG. RAIL 4'0040-20 'ol 1I 1111 t" �,VNN Af, ti� •' �\GENSF ''• .'P is W. 58705 *' r/� 6i `� A SfiAT �F �'',SS'IONAL �o A. LYNki MILLL1i, P.E. FL P.E.# 58706 A, 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4)7= EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1 & 3),& 2x WOOD BUCK I ®(SEE NOTE 4)� 1 318" MIN., 1/4" TAPCON A 4'3/4" MIN•, 1/4" CRETE -FLEX 2�i 114" MAX. SHIM 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMPDADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 2 & 3)® 1/4" SS4 CRETE -FLEX. 3 FL'A DETAR A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 114" 13/8" M. 1/4" MAX. SHIM MIN. 1/4" MAX. SHIM IN CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) T 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 1 318„ INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" —M®ENGINEERED OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114" $083-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS, FOR INTEGRAL FIN Qe MULLED APPLICATIONSIT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING' BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.$ (SUPPLEMENT 2006). WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2'& 3) " 3.35 KSI MIN. CONCRETE INTERIOR OR 1.5 KSI MIN. CMU (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK TRATE (SEE NOTE 4)® (SEE NOTE 4)® ID uETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX. �-»— III SHIM I 91II—WOO D FRAME M�'! 131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL F, (HEAD) THIS THIS FRAME .131"DIA. N x 2 1/2" NI AT CORNE AND 6'C L-.131" DIA. MIN. x 2 1/2" NAIL,, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE P.O. BOX 1526 I —"r"— NOxON Ss M W74 Y&ibh' B~ FRAME DETAIL G, (SILL) SH756 I NTS1 11 s i1 wpth 4YNN i� No• 58705 � ts A. LYfLtiI I(AILLp�t; P.E. FL P.E.# 58705 MIANIF am MIAMI--DADE COUNTY, FLORIDA aPRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26" Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2-474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA www.miamidade gov/para/ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami -Dada 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 edxpense 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 by Miami -Dade County Product Control Section 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. : Series "IRR -710'" Aluminum 14orizontnl Alidine Windnw - t&rrKUVAL 0UUUMENl': Drawing No. 4127-10, title um. Horizontal Roller Window, Impact' sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, 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. ACT HATING: Large and Small Missile 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 because 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. 11-0630.02 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. Gascon, P. E. 1 Ml. DE CO �ewl NOA No. 11-1114.04 CExpiration Date: December 21, 2016 royal Date: Februar 16 2012 y Page I POT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's- die drawings and: sections. (Submitted under NOA's No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, InivacCsheets I through I I of 11, dated 02/28/2006 with the latest revision "W"' W 0/17/201 ,prepared by PGT Industries, Inc., dated 02/01/2012, signed and sA�ated4- y Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 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, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI. -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0403.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 20 "-4 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No, FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-1140506) Jaime D. Gasco , P. E. Product Control Section supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 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. 08--0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25111, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 14/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) .iaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL--4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D: Gascon, F. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. j/16" LAMI CONSISTING OF (2) LITES 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 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITE$ OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, E. 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 118" OR 3/18" ANNEALED (MIN.) GLASS, 5/16" OR 3/6" AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" 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. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: [(I) LITE OF 1/8" OR 3/18" ANNEALED (MIN.).GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEVK8EPSAFE MAXIMUM PVB INTERLAYER. K OF13/16AHE T'SMI IG: TR NGTHENED GLASS WITH 090 DUPONTUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTEAND 716'LAMI RLAYER. A (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE LITE OF 1/8" OR 1INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS S. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTI -4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA: 04-0721.01,03-0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8, HIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOKOMIS, FL 34278 IlVa � I ALUI%r P.O. BOX 1529 V NOKOMIS, FL 34274 &"e' HRno ! NTS I 1 d 11 IDOW, IMPACT 4127-10 E NOA DRAWING SHEET GENERAL NOTES ............. I GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4 VERT. !SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 5 ANCHORAGE ::.................. 8-11 LYNN Af, `,1cP 140.56705 is P Vwl� o ' ONA\- A, LYNNUIUl!R. P.E. P.E.p 58708 21 1/2" NOM. GLASS SITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVS INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 21 1/2" NOM. GLASS SITE / 66,67,68,69,70,71 L 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .000 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIRSPACE 1/8" OR 3/16" ANNEALED OR TEMPERED GLASS QD 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/2" NOW EXTERIOR INTERIOR -- GLASS BITE (ALL SECTIONS) 63,64,65 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 000 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE f u —((72,73,74,75,76,77) v 3/16" ANNEALED OR HEAT STRENGTHENED GLASS j090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE ^� 1/8" or 3116" ANNEALED OR TEMPERED GLASS A 13/16" NOM. 13/16" LAMI 1G GLASS W/ 7/16" LAMI �I�QFOR INSTALLATION IN THE HVH2 ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED 1. G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. I J.J; ID010/17/11 R E NOCH"GE THIS SHEET I I — rte'. — _.. NOKOMIS, FL 34276 . . TM"' P.O. nox 1628 1, ALUM. HORIZONTAL RbLI NOKOMIS, FL 34274 1 sl* Better tuts B°'"t NR710 >•=U�l 2 � 71 PRODUCTRBVISED as complying with the Florida Building Carlo Dato TICINO I Munni Dada Product Con ♦\♦�♦o�� LYNN 41/4-11, * No. 5$705 % STA '.,FSS/0NAL ♦♦ A. LYNIIAAUR, P.E. P.E.p 08106 TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLOARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 606181, 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 1 -60;0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 g6" 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 +58.8 -58.8 +56.2 -56.2 D Q 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 +55.2 -55.2 +52.3 -52.3 FOR INSTALLATION IN THE HVHZ ABOVE 30 108" 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 +54.6 -54.6 +51.7 -51.7 Fr, GLASS TYPES G - LSHALL HAVE A 111" A,B,G,H +60.0 -660.0 +60.0 -60.0 +60.0 -60.0+60.0 60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 TEMPERED I.G. GLASS UP TO 11111 D,► +60.0 60.0 CAP. BOTH THE DP AND ANCHOR UP TO 111" D,E,F, J,K,L +75.0 -75.0 QUANTITY REMAIN UNCHANGED. TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED 'SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIf1TM TVPP Al 1 14KIn14T-Q I ID TnI RR" i B 27 3/6" MAX. DLO 54 5/16" MAX. DLO FIXED 33 9! 6 MAX. DLO VENT VENT 1070 TECHNOLOGY DRIVE THIS SHEET NOKOMIS, FL 34279 TW X A/L P.O. BOX 1528 o NOKOMIS, FL 34274 FLA A X !- 5; A DL F L 27 316" 27 1 1 MAX. DLO MAX. DLO VENT FIXED D D 110" MAX. WIDTH I.F. FRAME -- ) "05 7/16" MAX, WIDTH LF. FRAME 111" MAX. WIDTH FLANGE FRA I_-66 7/16" MAX. WIDTH "NGE FRAME ETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/3-1/3-1/3) N� NOTE: 33 9(16" MAX 1 1 SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECT E 1 DETAIL A - OX OR XO F TW SHEET DLO FIXED C 33 9! 6 MAX. DLO VENT 1070 TECHNOLOGY DRIVE THIS SHEET NOKOMIS, FL 34279 TW X A/L P.O. BOX 1528 o NOKOMIS, FL 34274 FLA A I A FRA AL 3/9' AX. I 56" MAX. CON ) ALL / DLO ALL KED VENTS 82" MAX. TES I.F. FRAME Q ( X ALL CONFIG. I C -...-..a _ 73" MAX. WIDTH I.F. FRAME , z 74" MAX. WI DETAIL A - OX OR XO F TW SHEET PRODUCTRMI SBD 1070 TECHNOLOGY DRIVE THIS SHEET NOKOMIS, FL 34279 TW X A/L P.O. BOX 1528 o NOKOMIS, FL 34274 ION D TA LS, AX SEALANT OR GASKET FLAN 7AT HEAD AND SILL E M L 15 FIG. I.F. FRAME PRODUCTRMI SBD m complying with tha 111o7idB Building Code Accop:-No_ 4�• o Dei �q. o Miami dePr uct Cordrot 13 FLANGE FRAME 'Cr,.•'��GEN SF • F'P VIEW D -D (FRAME CORNER CONSTRUCTION) = *' No. 56705 ' T :LEtYATIONS `• O,� ..;FLOR1oP••''� ILUJW HORIZONTAL ROLLER WINDOW IMPACT wabe k T -----T-- M i1 4iZ7 io E /// .r.#58705 P.E. HR7Jp NTS 4 EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX. FIXED DLO INTERIOR INTERIOR MAX. VENT DLO MAX. FIXED DLO i r MAX. VEdT DLO MAX. WIDTH (FLANGE FRAME) EXTERIOR 9 SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) EXTERIOR `.J SECTION C -C (VERTICAL SECTION, FLANGE FRAME) �► MAX. FIXED DLO •--I [-- MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) (VERTI INTERIOR EXTERIOR INTERIOR SILL HEAD SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) OODRIVE S Ecn NOKtlMIS. FL3427bPAC;t r. P.O. BOX 1528 AUM. NOKOMIS, FL34274 wsj(,1y Better XR710 Neff 5 a 11 4127-10 umFbdda Buildhig pNV LYNN M14 "i/,i *V\GENS&•'•�F�Q NO. 58705 * / it STA E OF S1ONA'' 111. A. LYNN ULLER, P E. P.E.@ 58M5 2 4025 SASH STOP STD. (ANT] LIFT CLIP 6063-T5 AL 612244 3 226 # 8 X 3/4 PH. PAN HEAD BRASS 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 Al, 44128N 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 7 4137 SILLADAIPTOR 6063-T6 AL 64137 8 4131 ROLLER TRACK 6063-T6 A L 64131 10 71298 WEEP HOLECOVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 6063 -TS AL 7PAD1626 13 4002 A IFLANGE FRAME JAMB 6063-T6 AL 612225 14 4134 GASKET FOR MAIN FRAME Sllly JOINT 61 74134W/K 15 1155 #8 X 1.000' DPN.SMS 62 781PQA 16 4110 G SCREENADAPTOR 6063-T5 AL 64110G 17 4054 B FIXEDMEETINGRAIL 6063HD-T6 AL 64054A 19 4066 WSTP.,.181 X.230, FTN SEAL 65 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL I 612240 22 1683 WSTP.,.250 X.270 BACK. FIN SEAL • ami""w: J.R. ,8/10/11 D ADDED A()- TO GLASS TYPES 61683G 23 225-1 1 1 ROLLER HOUSING & GUIDE 6063-T6 AL 64140 42112HD 24 226 JBIRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEE'MGRAIL 6063HS-T6 AL 64006 33 1235 WSTP.,.170 X.270 BACK, FIN SEAL 53 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1 1016 #8 X.625 PH. FL. SMS A GLAZING BEAD - 7/16" 7858 37 4126 SASH SIDE RAIL 6063 -TS AL 64126 38 1683 1 IWSTP-250 X.270 BACK, FIN SEAL 60 61683G 39 7070 1 JBULB WEATHERSTRIP .187 X.275 61 67070K 40 95 1 ILIFT RAIL COVER CAP 62 74078"C" L OR R 42 1 4140 1 II.F.FRAMESILL 6063-T6 AL 64140 43 4141 1I.F. FRAME JAMB 6063-T6 AIL 64141 50 69 1 GLAZING SILICONE, DOW 899, 995 OR UIVALENT 70 51 1224 IVINYL GLAZING BEAD BULB HICK 6TP247W K 52 1225 IVINYLGLAZINGBEADBULB 73 6TP248K 53 4039 B GLAZING BEAD -5/16" 6063-T5 AL 64039B 54 4044 B GLAZINGBEAD-5116" W/GRILL KIT 6063-T5 At 644703 55 4222 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 56 985 C GLAZING BEAD - 7116" W/GR1LL KIT 6063-T5 Aly 6985 59 4067 GLAZING BEAD - 13/16" 6063 -TS AL 64067 60 GLASS 5/16" LAMI 1/8" A-090 PVB, 1/8" A 1073 SCREEN SPRING ST.ST. 61 1624 5116" LAMI 1/8" A-090 PVB 1/8" HS 95 1635 62 961 5116" LAMI 1/8" HS, .090 PVB, 1/8" HS SCREEN CLOTH 63 7/16" LAMI 3/16" A-090 PVB, 3/16" A 64 7116" LAMI 3/16" A-091) PVB, 3/16" HS) 65 7/16" LAMI 3/16" HS, 090 PVB, 3/16" NIS J.J. 1Q/17f11 E NO CHANGE 7WIS SHEET 1070 TECHNOLOGY ORIVE NOKOMIS. FL 34275 NO P.O. ec FL 34274 • ami""w: J.R. ,8/10/11 D ADDED A()- TO GLASS TYPES F.K. 1"7 C D ITEMS 41, 42 & 49 am4 F.K.DR.?J18/06 J.J. SM ITEM DWG# REV DESCRIPTION MAT'L PGP# 66 GLASS 13/16" LAMI IG -1/8"A (MIN.), 3/8"AIR SPACE, 5/16" LAMI 1/8"A, .090 PVB, 1/8"A) 67 13/16" LAMIIG•1/8"A MIN.), 3/8" AIRSPACE, 5/16" LAMI U8"A .090 PVB, 1/8"HS 68 13/16" LAMIIGI/8"A (MIN.), 3/$" AIRSPACE, 5/16" LAMI 1/8"HS,.090PVB, 1/8"HS 69 13/16" LAMI I0•3/16"A MIN.), 5116" AIR SPACE, 5/16" LAMI (1/8-A,.090 PVB, 1/8"A 70 13/16" LAMIIG•3/16"A MIN.), 5116" AIR SPACE, 5116" LAMI 1/8"A,.090PVB 1/8"HS 71 13116" LAMI IG -3116"A MIN.), 5/16" AIRSPACE, 5116" LAMI (1/8"HS, .090 PVB,118"HS 72 13/16" LAMI IG -1/8"A (MIN.), 1/4" AIR SPACF, 7/16" LAMI 3/16"A, .090 PVB, 3/16"A 73 13/16"LAMI IG -1/8"A MIN.,1/4"AIR SPACE, 7/16"LAM I 311G'A,.090PVB, 3116"HS 74 13/16" LAM11G•1/8"A (MIN.), 1/4' AIRSPACE, 7/16" LAMI 3/16"HS, .090 PVB, 3/16"HS 75 13/16" IAMIIG•3/16"A IN.), 3/16" AIRSPACE, 7/16" LAMI 3/16"A, A90PVB, 3/16"A 76 13/16" LAMI I&3/16"A MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16-A,.090 PVB, 3/16"1B 77 13/16" 1AMIIG-3116"A MIN.), 3/16" AIRSPACE, 7/16" LAMI 3/16"HS .090PVB, 3/16"HS 90 1014 SCREEN FRAME(HOR. & VER.) 3105-H14 AL 91 1630 SCREEN CORNER KEY W/RINGS POLYPROR 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 961 SCREEN CLOTH eI 2.710 2.624 F102 49 I.F. FRAME HEAD #4139,6003-T6 PROM ICTREVISED 2.784 as complying with tho Florida Buildin41=11 Code Mat 062 3.152 062 atta Lt 43 I.F. FRAME JAMB #4141, 6083-T6 L—TLYNN 4;j/��i�i '��cEn1sE .,4P 2.710 * No.56705 42 I.F. FRAME SILL_ _= #4140,6063-T6 O °-"mom tITA'17110F TPARTS LIST ' O� . R �—� ALUM. HORIZONTAL ROLLER WINDOW IMPACT /ONAL1 E� Better' arlaaaamt easb. BMrt E A. LYPESUBL OR\P.E. HR710 I NTS 6 -11.QiZ7-iii .062 1.73 1. 73 2.710 --►I O FLANGE FRAME HEAD #4102A,6063 -T6 1 --4--.062 ,490 f—� -1.451-+ O SASH STOP #4025,6063-T5 .062 1.183 L1.349-1 ^ 1t 1.22 �------2.710— -- O FLANGE FRAME SILL #4136, 6063-T6 .061 .437 1.46 HORIZ. ROLLER TRACK `- #4131,6063-T6 2. 79 .062 � �7 —►{ 1.081 �+ 21 SASH TOP & BOTTOM RAIL32 SASH MTG. RAIL #4133,6063 -TS #4006D,6663HS-T6 050— ►.678 i 1.096 54 GLAZING BEAD, 5/16" #40448,6063-T5 (USED W1 GRILL KIT) 050 f .678 1,096 44445555—--��--� ILLL��-- T 55 GLAZING BEAD 7/16" #4222A,6063 -T5 1.187 1-•+— .062 3.00 FRAME SILL ADAPTER #4137,6063-T6 t.t8� � ,062 li--1.403- 17 FIXED MEETING FAIL #4054B,6063HD-T6 2. 26 1."49 .062 II .291�ry 37 SASH SIDE RAIL #4126, 6063-T5 8 .050— 678 1.115 56 GLAZING BEAD, 7/16" #985C,6063 -T5 (USED W1 GRILL KIT) O SASH STOP COVER #4053,6063-T5 rI- --2.764 I 1.363 .062 13 FLANGE FRAME JAMB #4002A,6063 -T6 678 1.096 4� �3 GLAZING BEAD, 5/16" #4039B,6063 -T5 683 .050 —1.097 5la GLAZING BEAD, 13/16" #4067,8063-T5 6TECHNOLOGY DRIVE �—� r r •vV/vrYV . NOKOMIS,fL 34276 ns: P.0.80X629QW �M HORIZONTi4L BOLI NOKOMIS, FL 34274 Vwb/y Bener emn me1b M010 Haff 1 7 m 11 PRODUCT REVISED m complying with the Florida Building Code �cc N4 I �. IDude-mdua CmNro \C 1011 fill/l T, LYNN Mid /,, * ' No.58705 STA E O •• CU: ��T� •'•,FCORIDP.•'Gr�� A. LYNN 0 LLER, P.E. P.E.# 68705 ANCHOR QUANTITIES, XOX (1/4-1/2-1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 -412 STEEL SCREWS (G5) 2. G. LASS TYPES: It A.'5/16" LAMI - (1!6" 4,.090, 1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B 6116" LAMI - (1!8" 4090 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A ,., TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/1B" LAMI - (3/16" 4,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. D. 7/1,6" E. 7/16"LAM] -(311'6"A,.090,3/16"HS) F. 7/16" LAMI - (31116" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5116" OR 3/8" SPACE, 5/16" LAMI (1/8" A„090, 118” HS) I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/$" SPACE, 5/18"'LAMI - (118" HS,.090, 1/8" HS) J. 13/96" LAMI IG - 1/8" OR 3/16"A (MIN.), 3116" OR 1/4" SPACE, 7/16"'LAMI - (3/16'A,.090, 3(16'A) K. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 311 WOR 114" SPACE, 7/18" LAMI - (3/16" A,.090,3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/18" LAMI -(3/18" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 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. 26 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X O X 1+C3+4+C3+1 37—ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3)ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS(4)ANCHORS AT FIXED SECTION. (12)', ANCHORS TOTAL AT HEAD AND SILL. (3"IMIN.O.C. ANCHOR SPACING) 253/4"Max. -� (� ►-3" MIN. 9"REF. � X O X pRODUCI'ItLVISED MTG. RAIL, TYP. w complying will] d1e Florida BUIdlag Code EXAb/IPLE CLUSTER tf(// QTY, OF (3} ANCHORS' Accoptkn;w Not /'x�'fA Dac (SHOWN IN TABLE KEY ABOVE) 4 M1 Oadq u I Coatll 25 3/4" MAX. 1 1' MIN. P. �1�--3" MIN. Vtilltl/ LYNN 9"REF, X O X Q��,,•'�iCENSE'•.�F,p *' No. 56705 MTG. RAIL, TYP. _ _EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS .0'ST2A E L�40'""' _HORAG_ESPA'C/NG XOX 1/4-1/1L114 "�• iI % sFIC ' HORIZON ROLLER W/NDOW IMPACT NAL ELUM. antiwwa.t euxc en.0 °m"mM"' rt.K A. LYNN MILER, RE, HR710 NTS 8 all 4121-10 E P.e.a567M ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B.C,G,H,I GLASS TYPES 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 V H y rn m o w mmm HEAD & SILL AD HEAD & SILL m HEAD & SILL g HEAD & SILL HEAD & SILL D� HEAD & SILL g ' 1. ' ' 53.125x38.375 48.000 50.625 54.00D 80.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1rC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 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+C2+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+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 +1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+G2+1E1+C2+1+C2+1 1+02+1+C2+1 +1+C2+1 3 1+02+i+CZ+t 3 t+CZ+t+C2+i 3 t+C2+t+C2+1 g 1+C2+1+C2*7 3 1+C2+1+C2+1 +1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.000x 38.375 48.000 50.825 54.000 60,000 63.000 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+2+C2+1 21 1+C2+1+C2+1'+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+2+C2+1 31 1+C2+1+C2+1 3 i+C2+1+02+1 3 1+C2+1+C2+1 3 7+C2+1+G2+1 3 1+G2+1+C2+1 3 1+C2+2*C2+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+C2+2+C2+1 3 1+C2+1+C2+1131+C2+1+C2+1 1+C2+1+C2+11+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+03+1 3 1+C2+1+C2+11+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 74406x38.375 48.000 50.625 54.000 80,000 63.000 1+C2+2+C2+11+C2+1+C2+1 2 t+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+11+C2+1+C2+1 3 1+C2+2+C2+1 3 1+CZ+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+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+02+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 i84.0W x 38.375 4&000 50.62$ 54.000 80.000 63.000 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 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 i+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 31 1+C2+2+C2+1'3 1+C2+2+C2+1 3 1+03+2+03+1 3 1+C3+2+03+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 t+C2+2+C2+1 3 1+C2+2+ 2+1 3 1+C3+2+C3+1 3 1+ C C3+2+C3+1 3 1+02+2+C2+1 3 1+04+3+04+1 3 106.375x 36.375 48.000 50.825 54.000 60,000 63.ODO 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+03+3+C3+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 1+C3+3+ 3+13 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+ 3+3+C3+1 3 t+ c C3+3+C3+1 3 1+C4+a+04+1 3 1+C3+3+C3+1 '3 1+C2+2+C2+1 3'1+04+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+04+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 31 111.000x 38.375 48.000 50.625 54.000 60.000 63.000 t+C2+3+C2+1 2 1+C2+2+C2+1 2 '1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3\��NV 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+ C3+ C3•3+C3+1 3 1+C3+3+ 1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 '3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 t+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 '3 1+C2+2+C2+1 3 1+C4+3+C4+1 3' 1+C4+3+Cq+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 B 1+C2+2+C2+1 3 1+C4+3+C4+1 3'] 1+C4+3+C4+1 4 I 1+C4+3+C4+1 3 1+CS+4+C5+1 4 ix wu aa: a.wrwu: E NO��'""OE�/aE D DED IG CAP TO BE TEMPERED +38FT NOTE. C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ. ow; JJ. 3123/08 1070 TECHNOLOGY DRIVE NOKOMIS34275 P.O. BOX 1529 NOKOMIS, FL 34274 - � 1/L7ibly Better Den: 4.R. 8/20111 4115/07 ba . D.O. FX 2/28478 ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC I. CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE HEAD & SILL HEAD &SILL 2 HEAD & SILL HEAD &SILL HEAD & SILL HEAD &SILL i W v H 9 46.000x 36.375 1+C2+1+C2+1 2 1+102+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. 48.000 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+C2+1 3 1+C2+1+CZ+1 3 50.625 i+C2+1+C2+1 3 l+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+C2+1 3 54.000 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+C2+1 3 1+C2+1+C2+1 3 80.000 1+C2+1+C2+1 3 1+02+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1'+C2+1+C2+1 3 63.000 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+C2+1 3 1'+C3+1+C3+1 3 53.125x 38.375 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+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 50.625 1+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+C2+1+C2+1 3 54:000 1+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 80:000 ll+�C2+1+C2+11+C2+1+C2+7 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48!000 4+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+C2+1 3 1+C2+1+C2+1 3 501625 i+C2+i+C2+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+C2+1+C2+1 3 SCOW 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+C2+1 3 1"+C3+1+C3+1 3 60!000 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+C2+1 3 1+C3+1+C3+1 3 63!000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+ 66.000x 38.$75 1+C2+1+C2+1 2 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+C2+1 2 48;Q00 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+#C2+1 3 1+C2+l+C2+1 3 1+C2+1+C2+1 1 3 1+C2+1+C2+1!. 3 50.'625 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+C2+3 1+C3+1+C3+1' 3 410 500 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+C2+1 3 1+C3+1+C3+1 3 60!0D0 1+02+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63!000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1403+1+C3+1 3 74.000x 38.175 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+C2+1 2 1+C2+4+C2+1 2 48:000 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+C2+1 3 14C3+1+C3+1 3 50.625 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+C2+1 3 1+C3+l+C3+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1402+1+C2+1 3 1+C3+1+C3+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 14C2+1+C2+1 3 1+C3+1+C3+1 3 84.000x 30.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 14C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14C2+1+C2+1 3 1+C3+1+C3+1 3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14C2+1+C2+1 3 1+C3+1+C3+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+14C2+1 3 14C3+1+C3+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 63.000 1+C3+1+C3+1 3 1+C2+i+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3r1+C3+1 3 1wC4+1+C4+1 4 86.437x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1402+1+C2+1 2 1+C2+1+C2+1 2 48.000 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+C2+1+C2+1 3 1+C3+1+C3+1 3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C?rt 3 1402+1+C2+1 3 1wC3+1+C3+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3*1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C34i1 3 1+C3+1+C3+7 4 1+C3+1+C3+1 3 1404+1+C4+1 4 63.000 i+C3+1+C3+1 3 1+02+1+C2+1 3 1+C3+1+C34,1 31 1+C3+1+C3+1 4 1+C3+1+C3+1 3 14C4+1+C4+1 4 IG NOKOMIS, FL 34275 P.O. BOx 1528 NOKOMIS, FL 34274 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 -1112 STEEL SCREWS (G@) 2. GLASS TYPES: A. 3/16" LAMI - (1/8" A,.090, 1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 3/16" LAMI - (1/8" A,.090, 118" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7116" LAMI - (3116" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI,- (3116" A,.090, 3/16" HS) F. 7/16" LAMI - (3116" HS,.090, 3/16" HS) ( ) G. 13/16" LAM] IG -1/6" OR 3/16" A (MIN.), 5116" OR 3/8" SPACE, 5/16" LAMI - 1/8" A,.690, 1/8" A H. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) ]. 13/16" LAMI IG - 118" OR 3116-A (MIN.), 5116" OR 3/8" SPACE,, 5/16" LAMI - (1/8" HS,.090; 10 HS) J. 13/16" LAM] IG- 118"OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI -(3/16'A,.090, 3116'A) K. 13116" LAMI IG - 118" OR 3/16'A (MIN.), 3116" OR 1!4" SPACE, 7116" LAMI - (3/16" A,.090; 3116" HS) L. 13/16" LAMi IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16•' LAMI - (3/16" HS,.090, 3/']6" HS) j 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 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 25 314" MAX. FROM CORNERS JAMBS: W MAX. FROM CORNERS AND 22 1/2" MAX, O.C. TABLE KEY: X O X H1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB EAD AND SILL ANCHOR QUANTITIES 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) 25 3/4" MAX. F---3" MIN. 9" REF. X O � X 1 PRODUCTRPVISBD MTG. RAIL, TYP. us complying with Uw Ftorida [1utlAillg Caric EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) ryn a tro 25 314" MAX. J_ 1/2" TYP. —y# I-�-3„ MIN. 9" REF, X LYNN * ' No. 58705 * ' MTG. RAIL, TYP. _ EXAMPLE CLUSTER W/ QfiY. OF (4) ANCHORS v rANCHORAGE SPACING, XOX 1/3-1/3.1/3 �s• FcoRrE'oro�PF '�\-; ALUM. HORIZONTAL ROLLER WINDOW,, IMPACT '1S7,ONAL �� I111i 11111 r ;.,. NTS 9 °if°'�°N0' a..- A. LYNN MILLER, P.E. a 11 4127-10 E P.El 68706 ANCHOR LIANTITIES, XO &OXVMDOWS GLASS TYPES TABLE GLASS TYPES C,D,E,F,I,J,K, L 6 NOTES: ANCHOR TYPE 2,3, WOOD 2, CONC1, CONC 2, 3, WOOD 2, CONC 1, CONIC 0 ANCHOR TYPES: 0 1/4" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS (G5) & SUBSTRATE ZONES =� m ZONES m QomQ' ZONES m a •J-1 m ZONES ¢O¢ rn ZONES ZONESt/� ¢a � a0 GLASS TYPES: . 5/i6" LAM, - (1!8" A,.090, 1/8" A) FOR INSTALLATION IN THE HVHC ABOVE 30 WINDOW SIS Lu g W' 2 W to W to W N 2 B. 5118" LAMI - (1/8" A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A yy v H = oa 1+C2+1 ' 2 = at 1+C2+1 ' = at! 2 + 2+1 = uJ 7+C2+1 2 2 a7 1+C2+1 2 = ai 1+C2+1' 2 C. 5/18" LAMI - (1/H" HS,.090, 1/8" HS} TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7116" LAMI - (311WA,A90, 3118" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI - (3116" A,.090, 3/16" HS); 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F. 7/16" LAMI - (3/16" HS,.090, 3t16" HS) 0. 1+C2+1 3 1+C2+1 32+1 1+C2+1 3 1+C2+1' 3 1+C2+1+ 3 G. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 6/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" A) H. 13/16" LAMI IG - 118- OR 3116" A (MIN.), 5116" OR 318" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1'. 3 I. 13116" LAMI IG -118" OR 3/16" A (MIN.), 5116" OR 318" SPACE; 5/16" LAMI - (1/8" HS,.090, 1/8" HS). 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1' 3 1+C3+11 3 J. 13/16" LAMI IG- 118" OR 3116" A (MIN.), 3/16" OR 114" SPACE, 7116" LAMI -(3/16"A,,090, 3116" A) K. 13!16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3t16" HS) 63.000 1+C2+1 3 1+C2+1 it 2 1+C2+1 1+C2+1 3 1+C3+1 2 1+C2+1 3 1+C2+1 2 1+C2+1 3 2 1+C2+1 1+C2+1 3 2 1+C3+T 1+C2+1.' 3 2 L. 13/16" LAMI IG -118" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116•' LAMI - (3/16" H8,.000, 3116" HS) 48.000 x 38,375 48,000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+11 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS, FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE, 50,625 1+C2+1 ! 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1j 3 1+C3+1! 3 HEAD &SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54,000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+11 3 1+C3+f 3 18 314" MAX. FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1j 3 1+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 63.000 1+C3+1 1+C2+1 3 2 1+C2+1 1+02+1 3 1 1+C3+1 2 1 1+C2+1 3 1+C3+1 2 1+C2+1 3 2 1+C2+11 1+C2+1, 3 2 1+C3+1 1+C2+T 3 2 TABLE KEY: O X 2+C3+2 3 -ANCHOR QUANTITY PER'JAIn1B 53.125 x 38,375 48.000 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+4 3 50,625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD'ANDSILLANCHORQUANTITIES 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+02+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS (2) ANCHORS AT OPERABLE 63.000 1+G3+1 4 1+C,3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION. (7) 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2` 2 ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 48.000 1+C2+1 3 1+02+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+21 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2" 3 3/4" MAX. 54.000 1+C3+1 4 1+02+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2' 3 1-r18 -H 1-.-3° Mw. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2" 4 63.000 1+C3+1 2+C2+2 4 3 1+C3+1 1+C2+1 3 2+C4+2 2 2+C2+2 4 1+C3+1 3 2+C2+2 4 3 1+C3+1 1+C2+1 3 2 2+C4+2' 2+C2+21 4 3 g"REF. T X O t PRODUCTRuvlscD 66.000 x 38.375 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2' 3 MTG. RAIL m cmnplying with the Flo", 50.625 2+C3+2 4 1+02+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2' 3 9u11ding Code EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Acceptance Nn1404 LK Dam 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 C3+2 4 1+C2+1 3 '2+C3+2' 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 C3+2 4 1+C3+1 3 2+C4+2: 4 MiamiDedaPm ct ro' 63.000 1+C3+1 2+C2+2 4 3 1+C3+1 2+C2+2 3 2+C4+2 2 2+1 C2+2 4 C3+2 3 !2+C2+2 4 3 1+C3+1 2+C2+2 3 2 2+C4+2 2+C2+2 4 3 8 3/4" MAX. 1/2^ TYP. I--3" MIN. 111 I i I/ 74.00 38.375 48,000 2+C3+2 4 2+C2+2 3 2+C3+2 4 C3+2 4 2+C2+2 3 2+C3+2 4 LYNN 50 2+C3+2 4 2+C2+2 3 +C3+2 2+C3+2 4 2+C2+2 3 2+C3+2 4 9" REF, X O \\`��ONY 4Y��i� - - a ,• 41GENgF .. CSQ 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+G3+2 4 2+C3+2 3 2+C4+2 4 = *' No. 58705 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 RAIL 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5S�T EXAMPLE CLUSTER W/ QTY. OF!d4) ANCHORS - o '.;-> rr a Id12' �E rr.� 7H1 NOCHANGE THIS SHEET 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,OXANDXOWINDOWS %O��'•.F<ORIDP.•' 11''%s;SIONAI- J.R 8/20/71 D ADDEd IO CAP To BETEMPEREO *-SOFT NOM, NoxoMIs,FL3a276 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �*' F.K 4/1!.✓07 C CHG.Ti1BLE#TOB,&$ELECTVWUES Dab: DUE70ANCHORCAP.AW P.O. BOX1e28 NOKOIiAlB, FL 3027E 1y,,7j7,6, "X ak /IIFI111�1111 Better A. LYNN MILL R P.E. F.K. 2/28/08 J.J. 32MO RR77G NTS 10 a 114127. E P.E.q 68705 1314" MIN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 KSI NOTE 3 CONCRETE ' ••;"; NOTE 1 Ix WOOD ' v BUCK, NOTE MAX.j RAxI+ SHIM CONCRETE WOOD ANCHOR, ANCHORI NOTE 1 pETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 114" SHIM 1 1IN114" MAX. SHIM MIN . I I WOOD CONCRETE ANCH R NCHO NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI DADE COUNTY, USE ONLY MIAMI DADE COUNTY APPROVED 1/4" ELCO 13/81, TAPCONS EMBEDED 1 318'°MIIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 13/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREW$ (G5) OR lx, SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. `� 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 11'V I THAN 11/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED I DIRECTLY TO SOLID' CONCRETE. MAX. —I WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM 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 ANCHOR TYPE 2 MAYBE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.5 KSI CMU)' OR PER NOTE 1 (3.4 KSI CONCRETE) O A R, NOTE 2 NOTE 1 „ 13/4" D EXTERIOR INTERIOR'' °•'MIN. E,D (HEA & SILL DETAILS A, B. C, D, &H) TYP. 2x WOOD BUCK, NOTE 3 lx WOOD BUCK, SEE NAILINI DETAIL E DETAIL F INTERIOR (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR V CONCRETE ANCHOR, NOTE 1 1/4" _fMAX.. SHIM! NOTE 1 " 1314" MIN. MIN. MIN. 3.4'KS1 E.D. TYP. CONCRETE2x WOOD /= DETAIL C BUCK, / NOTE 3 WOOD ANCHOR, NOTE 2 DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H'& I. DETAIL G (S,ILL) i L_ SEE NAILING DETAIL I (JAMB) ?AL FIN FRAME SECTIONS 3E DETAILS ZONTAL R04LER WINDOW, 1 IMPPA�Ce Half B a Ili -"'-41z710 �� PAODUCTRBVISED as complying with the Florida BuBdingCode a Accelmu"No i3p T Miami alis Product Contra 1111111//. \`"0ON�\GENS• o- ... F ' •. 'P \ * ' No. 58705 * ' ��p •' STATQ�-•� ! / ION \l. A. LYNN , P.E. 114" MAX. SHIM + ----�- SEE NAILING 1318TMIN. DETAIL D� -L SECTIONS 1070 TECHNOLOGY DRIVE TRE F , ' H'.D NT EDIYlON' • NOKOMI8, PL 34275 P.O. mOX 1529 NOKOMI5, FL 34274 vwl DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H'& I. DETAIL G (S,ILL) i L_ SEE NAILING DETAIL I (JAMB) ?AL FIN FRAME SECTIONS 3E DETAILS ZONTAL R04LER WINDOW, 1 IMPPA�Ce Half B a Ili -"'-41z710 �� PAODUCTRBVISED as complying with the Florida BuBdingCode a Accelmu"No i3p T Miami alis Product Contra 1111111//. \`"0ON�\GENS• o- ... F ' •. 'P \ * ' No. 58705 * ' ��p •' STATQ�-•� ! / ION \l. A. LYNN , P.E. ioneia riuiirizng Code Online hup://www,fioridabuilding.orgipr/pr app dtl.aspx?param=wGEVXQ., > Application Detail FL # fUS214-R3 .._u h.. Application Type Editorial Change Code Version 2010 Application Status / Approved Comments Archived V Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address;JPhone/Emaii 5200 W CENTLmy BLVD, LOS ANGELES, CA 90045 (440)-959-9773 Ext 16 Business @CLS tome log in User Registration Not Topics Subma Sur Nrge Stars & Facts Publications FBC Staff SCIS Sae Map Links Search � - Professional};, �';�st�ER:product i>ubBC7lserova' U > Application Detail FL # fUS214-R3 .._u h.. Application Type Editorial Change Code Version 2010 Application Status / Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address;JPhone/Emaii 5200 W CENTLmy BLVD, LOS ANGELES, CA 90045 (440)-959-9773 Ext 16 rickw@rwbidgconsultants. com Authorized Signature Vivian Wright rickw*rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext 18 scottlohnson@piastproi nc, corn Quality Assurance RepresentaUve Ron O'Connell Address/Phone/Emaii 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969.9773 Ext 16 ronoconneli@plastpro.com Category Exterior Doors A Subcategory4 Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon f .Schmidt, P.E. the €vakiation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) fitkimawd ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 Ye" 1996 1999 1996 2003 of 5 612=013 4:05 Ph •--^•-�•�� vvuv vuattl�.. Equivalence of Product standards Certified By Sections from the Code Product Approval Method Date Submitted Date validated Date Pending FBC Approval Hate Approved http://Www.floridabuilding Org/Pr/pr app_dti.aspx?patam=wGEVXiQ ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Florida Licensed Professional engineer or Architect of Method 1 Option D 05/02/2013 05/02/2013 05/07/2013 06/11/2013 SUmmary of Products FIL e , Number or Name _ De 15210.1 _ a. Smooth/Wood Grain/White Wood 6'$ "Impact" Opaque Fiberglass Single Door Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X - Configuration) –.. ... Fiberglass Door Limits of Use Installation Instructions Approved for use in HYHZ; Yes L_ ? i+ I, c r� ;^"dT Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 DP-Ign Resistants Yes Created by Independent Third Pa mesign Presence: N/A sty: Yes Evaluation Reports Other: See InST 15210.1 for Design Pressure Ratings, any ,1 „? AE EVAi additional use limitations, installation instructions and Created by Independent Thard Party: Yes product particulars. 15210.2 b. Smooth/Wood Grain/White wood -- . __._ 6 8 ,Impact" O _... Sideiite Grain/Rustic/Mahogany Series O Fiberglass Door Sidelites - inswing/Outswmg (OX or XO; OXO ith or Configurations) Umjts of Use Approved for use in HYHZ: Yes Installation Instructions Instructions nsta a Approved for use outside HYHZ: Yes r3 =.: RIS7; t� t. _.ac; Resistant. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Design Design Pressure: N/A Created by Independent Third Pa sty: Yes Other: See INST 15210.2 for Design Pressure Ratings, Evaluation ReportsEEt, any .additional use limitations, installation instructions and Created by Independent Third P arty: Yes product particulars. 15210,3 c. Smooth/Wood Grain/White Wood _ 6'8 ,Impact,,Opaque Grain/Rustic/Mahogany Series O Fiberglass Door nin SiderInswg/Outswg (XX; Configurations) Limits of Use Approved for use in HYHZ: Yes Approved for use outside HYHZ: Yes Impact Resistant: Yes Design Pressure. N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions Verified BY: Lyndon F. Schmidt, AS, 43409 Created by Independent Third Party: Yes, Evaluation Reports Created by Independent Third Party: Yes 15210.4 d. Smooth/Wood Grain/White Wood 618 "Impact" Glazed Fiberglass Single Door - f Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Approved for use in HYHZ: Yes Installation Instructions Approved for use outside HYHZ. Yes_ Q Verified By: Lyndon F. Schmidt, P.E. 43409 of 5 lon(la 13ulLCi!mg Code Online htttp://www.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQ., Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes ; i r 1< - r 10--T 15210.5.od Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any -L1S21 'R. _ additional use limitations, installation instructions and product Created by Independent Third Party; Yes particulars. 15210.6 f. smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) _ _.. Limits of Use Installation Instructions Approved for use in HVHZ: Yes =_1t; 3_I.+ e :SZzu ,r3d'r Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Desigri Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any 1-15210 R3 AE V,! lsc11.S.FtE` additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Liim$s of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any additional use limitations, installation instructions and Product particulars. 15210.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 15210.8 for Design Pressure Ratings, any additional use limitations, installation instructions and Product particulars. 15210.,9 1. Srnooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; N/A Other: See INST 15210.9 for Design Pressure Ratings; any additional use limitations, installation instructions and Product particulars, 15210.10 1. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approve for ase in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions 'L i21O - -- nS? 13110 7-2nf Verged 'ay :Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Installation Instructions rL1>>1':._;�,i_l1. 1n5L Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 8'0 "Impact" Glazed Fiberglass Double Door with or without sidelites - Outswing (XX; OXXO - Configurations) Installation instructions 10 Verified By: Lyndon F. Schmidt, P.B. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Configuration) Installation Instructions EL _2:i ; Verified By: Lyndon F. Schmidt, P.F. 43409 )f 5 60111 381I A -n,; AAA tut tui 0unu mg c:octe umme http://Www.floridahu iding-Org/pr/pr app dti.aspx?pamm=wGEV-XQ Impact Resistant: Yes Design Pressure: N/A Created by Independent Third party: Yes ®cher: See INST 15210.10 for Design Pressure Ratings, any additional use limitations, installation instructions Evacuation Reports F,=� 3 0 +; z - �� ,�jp`i f G and product Particulars. Created by Independent Third Party. Yes 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series O or Sidelites - Outswing (OX or X0; OXO - Configurations) Fiberglass Door Liens of Use Approved for use in HVHZ: Yes Installation Instructions Approved for use outside HVHZ: Yes FL13?3_, i _ Ii#�T iS2iG 11 DJi De Resistant: Yes Verified By; Lyndon F. Schmidt, P.E. 43409 Design N/A Design Pressures Created by Independent Third Party; Yes Other: See INST 15210.11 for Design Pressure Ratings, Evaluation Reports any additional use limitations, installation instructions FL'i521 ;i;_ tEk,, !L +,L O, i,ad and product particulars. Created by Independent Third Party: Yes 15210.12- i. Smooth/Wood Grain/White Wood S'0 "Impact" Opaque fiberglass Double Dcor Grain/Rustic/Mahogany Series 0 with or without Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Installation Instructions Approved for use outside HVHZ: Yes cL, 5�I n r T `T 157 , n.? t �,dt _. Design Resistant: Yes Verified Lyndon F. Schmidt,--.- PE. 43409 Design Pressure: N/A Created by Independent Third Party:- Yes Other: See INST 15210.12 for Design Pressure Evacuation Reports Ratings, any .additional use limitations, installation instructions ra 15. 1Q R3_A ,L X52, silt -_ and Product Particulars. Created b Ind Y Independent Third party: Yes 15210.13 M. Smooth/Wood Grain/White Wo "Impact" Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts - Outswing (X - Configuration) Series O Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Installation Instructions Approved for use outside HVHZ Yes LO—Ka-1 T ,1ST -1 31a __.od Impact Resistant, Yes Design Verified By: L-yr�don f. Schmidt, P.E. 43409 Created by Independent Third Party; Yes Pressure: N/A Other: See INST 15210.13 for Design Pressure Evaluation Reports Ratings, any additional use limitations, installation instructions and— created by independent Third Party: Yes Party: product particulars. 15210.14 n. Smooth/Wood Grain/White Wood -8'0 "Impact" Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Fiberglass Door Bolts on Active Door panel - Outswing (XX - Configuration) Limits of Use Approved for use in Fi\fiiZ: Yes Installation Instructions Approved for use outside HVHZ: Yes �_— Impact Resistant: Yes Verified By. Lyndon F Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions Evaluation Reports _ m S�Ir = ,• , ::,± -� '13 ,,, pfj and product particulars. Created by Independent T Third Pa rty: Yes MOO ; ;Next; contact Us :; 1240 North Monroe Street Tallahassee Fl. 32399 phone: A5_ p-487.tg24 The State of Florida is an WEE0 employer, Cg-pyrt1ht 2007-2010 State of Florida.:: Frivacv Statement :: Amy %atemern :: Statement Under FloRda t3w, email addresses are pubic records. If you do not want your a -mal address released in resparee to a public-recorets mos to this entity. Instead, contact the offs, by phone or by traditional mal. If you have any 4uestbrls, do rant send eleMork 455.275(1), Florida Statute', effective October 1, 2012, ixentees versed under Cha Pleas contact Department With a5, pursuant to Section one, The emals provided may be used for of lobf commune atron with the &errsee However email address are MVde the 13epaRmerrt With an aril address (they have public record. jr you do not wish to supply a personal address, Please provide the Department with an email address which can be made available to the pubic. T determine If you are a licensee under Chapter 455, RS, please dick rem. Piro—dum Approval Aempts: ►f 5 (./11`11?.111I A -AC DILA ant ;r la"it pro 5200 W. CENTURY BLVD. LOS ANGELES, GA. 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Sorkw 0 Fibergiass DoGy INSWING / OUTSWING owpAcr ~-Mm 1, Thk. Proauctihas been evalualed and � in compliance vAlb the 2DIO Horklo [Mdng Code, (FBC) struc"d MqAawrft kwA4ng the JW% Velody HwIcarw Zbne'(HWIZ). 2. P(OductvKtoft dvk be os &ed and spaced as shown an doicb. Anchor wbodimnt to M!6 matodal shop be bW4D4d vmO dms" or vivoco. 3. Marl used th i**'HVM" Ws product complies with Secliort 1626 of the fkxMo BuRdIng Codand dues: not requke an kvwt re *tam covering. A. Man usedln anew wisids of ibvHVflt'mqvkhg whd b=3 dQLA protecOon H* product con q)P--,t %Ah Seddon 1609.1.2 rd ft 2010 MC and dow not wplw, cn jffWaat 1%Vant coveft. This ImWic.1 I r1f."ot', rWub levet TV and hotudes Wind Zona 4 as deftnod In AM t 1094 and UcWn 109,1,2,4 49 tho IT'r, S. Fa 2x dvd cort0ructlon, anchoring of t4w-a unft shag be theiam os that di -awn W 2x twk masonry consitumm 6, SIO COlIdINOM that d"IGIC from il +a eVtCM5 of this dvv.Wing feq*e furlh6t w4icaft an*sls by a eceized Oneneff or ft Oslemd 7. OObw4)Mt-lcr*PVwMMW Alo%wcoWWO�wdorW Imat 11'0 wd(tw hiftaft'n Mqukewmms fa, 4*1IM'const muALw UtdoNed o* In nam4vblWa oraos or at � ra(wied kyv aft ow., t -ow,,, or c a Nr. I",'h tat lhe wV* t)etvreetn Me odqo,)f c M Opy ori to st;s Ift 4 U Y 41i slk�vo4 vs. M'Afl W COMMM" INOM M5V MAY, OVEPALL FRAW WVM I M-152110-1 I pd' CAP 'e. HINGESTIE (LVL) I LATCH STELE (EVIL) 1 fIG)RiIQNiAll. CICQSS SEClWN _ 3F 7'S" MAX O.A. wrorH �. 13 ' 6/ a I v 0 V A SEE HARDWARE TABLE SEE HARDWARE TABLE � raNEt k CAP (PVC) NAR4WAk&1'd11E . " R4AhNIPACTTAR� .. , �Mc>PE1, �' PAlSflflE I: DEADBou: sIGNATwesEmEs(9ea) KNOB; 4rSam (PS1) SCMAGE S DEADBOLB '�� ugaE&(Ibo/Rz► PAMEX IEm KA SEMS + 75 o0ve LT: PD7som HOPPE MIR,A-POINT LOCK: YPOUIT TONGUE ± 50 W & P MUM -POW LOCK: MUINMIM" SERIES $ 75 See sheets 5 and 6 for n0fi-pcintlock delalls. FL -18210 ! n N �►�a O S TOP RAIL (COW.) a s a T`1 a IS r Y FAV ,l I RJTERIQR OR II I � FOAM CORE (POLYURETHANE - 1.9 PCF MIN.} y ," ' FIBERGLASS SKIN ,',_ r. (0.125" MIH. THK.) mai BOTTOM RAIL z (COMP.) 2 M, CAL CROSS SECT)ON FL -18210 ! n N �►�a O �-Il4" MRi. EMB. (IYP.) 4 a a A 2 1 C �• 'j Li INTERIOR , � s e '0LA 7 8 X use 3 3 4 . �« 0 a E EXTERIOR 27 H ; t-It"MMI. ® � 2 1 � ^ EMB, (iYP.) ° 4 B C 47-�� 3 NORITONfAI CROSS SECTION 2 1 D Shown wl IX sub -Wok 0.15" n• 0.15 CSINK C a L INTERIOR a INTERIOR r an " o a a, i + wmE, 02,/18/12 a • 11 ! EXTERIOR EXTERIOR , N.T.S. o' • !� At CROSS SEC1fOP/ 2 pL t7pN cm WA LFS 3 M �dsoopprovomw i� -kuwk,® EMB. {P.) q Fl -15210.1 " � Y • .a s e' " •" b A . o w as` `✓ 1 2 0 " EXTERIOR INTE6.'IOR EXTERIOR ---W— INTERIOR a v arc ssECWN � OvKv congrgLmkn o o Adk (Q 2x "r—K pp ! 1X BUCK (i . 217". 2$AM 25 C3 " 3�nin1T0rgVe" d 2X@UCK 1X911C:K f1 I IT 2X'SUCK A � _ )X SUCK t� 23 o oa Ta Ta }_ o n.T.s. awo. fir: JK m nec ed� 4t'S .�/�QNwJfSf[PtA1E UFCNAFfA1�0iAVSiPBAlE x0. rc w `.:/ � Toryuesy�lartt Fl--1$210.1 N MANUAL RAISED TONGUE GEAR SYSTEM �� r • �1YP•I � � 6" a - rl(TYP.I !i TYP. HEAD SEE WINCE l 2X BUCK a & JAMBS DE1All (IYP,� I BUCK MASONRY7 MASONRYTYP• HEAD7L - o S JAMBS OPENING OPENING FRAME -� 2X BUCK =` o �- 2XBUCK- _a �. ADA SILL ONLY 7 y filIQ ANCW SfRK g JAAfu / yFRAME ANCN41KN6 BINGE JAML CC7Nt P.El1 ANCh �RN4 '= i� Masonry construclon {F. f from a different supplier may have different rtd£ta .•r dfstonce> ,'•;,Y tens, raostance ragvirSments. 2. Concrete oAtchor loccitlons at the comers may bo odjusled to maintofn the min. edge discant'otoMortar iohlfs.Concrete anchor focofiorxnoted tis"MAX. ON CENTER" must be 1X BUCK H A ad/usted to maintain the min. eage distance to mortar joints, addilionol concrele anchors rJ r may be required to ensure fire 'MAX. ON CENTER" dimension rut: tx t exceeded, -.B 2X BUCK - /' _ 3. Concristeanchor table: �� Ii;BUCI IXBUCl, `11 9 r'00 IVCANCHOP TYPE SIZE ,MIN, emsEDMENr MIN. CLEAt1ANCk TO MASONNY EDGE MIN. WARANCE TO AWACENT,ANCHOR ITW 1(8" 1.114N 24/ff r 3"F _ Elco ' ITW ;A-- 2-5/8" 2XBLICK � I.XSUCK( L',1. 11 tXSUC:K* ( ^ r 2X BUCK (27) '1 1X BUCK Ml� AIL - LATCN 8 0FADROI P t�fA1L Inswing _ RINGE DETAIL Oulswing F z f � a F U 'r: 0 1 ti 12 ua: N.TS. 9 s: sn JK a: f.8ttLFS 3. Np.l L FC- 15210,1 " rr �a " 36 re�esatxn 6�duro h-Sadd+i 3, J9157 I 00 ::,..µ=_ ty h4 — 2.36" - 12^ MCI, M, eal- 10!00ow Owl PE&% t� �c 451 qR A* oar FL -15210.1 '0.1 I rIeletoFat►mluwts tin a t A 1X BUCK SG —0.55 WOOb B 2II BiLt2C SG >= O.�S WOOD d � 114" MAX. SHIM SPADE D 1/4" X'2 3/4" PRI ELGO OR IiW CONGREtE SCREW, STEEL E MASONRY - 9,192 FSI MW. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW 6LCX:1: CONFORMWG TO ASTM G90 E " G J4"x PFli OOR OW CONCRETE SCREW STEEL H i x 3-114" PfH tlNt CONCRETE SCREW STEEL I 1/4" x e �" PFN ELCO � rtw CONCRETE SCREW. scl�x t #8x21 PFH WonDscREW sita3 I POLY FUER JAMB 2 FINGER JOINTED PINE FRAME WOOD T QYEAi1�t5lliE' FOAM 8 DOOR BOTTOM SWEEP VINYL HINGE sa I i WOOA STIP. 22 tszur t IOCKSEi M . BY Pk'�' STEEL MtA::!4FOW1 STRIKE PLATE 57�. b 23 STRI (f SYSTEM STEEL ZS VLAgTCHAMEAi PUNItSTEEL 2TPLATESTET. 26RSCEPLATT:(SECURRY) STEEL.29 OlQ ALUM 3Q OUTSWWGTHRESttOIA AU1M/N�OOD 31 nwIN�.TtrlatD At.tit�/Waw 32 OtIT31NWG1HR'FSHOLO ALUMJWOOT) _ 33 OltTSWWG 111RESHOLD ALUM/COMP 34 OUiSWMG THRESNOlO AL M/WOOD 36 YtRFSHOID ALUM/COtu1P 37 WiNGTtIRESNOLt3 ALUMlWO00 39 INSWING iTIRESIiOI.D ALUMICOMP 40 tPANE1-SEE (NOOK PANEL DETAIL SHEET F4Nt CONSTRUCTION DETAILS 55 flox 1-s/7'PRISCREW STEb. 57 1'IAiE S�- 5& #B Ji 2" PRi STEEL am o2 9¢ 12 NAM N.T:s. �« Lfs FT.-15290.1 c qI� " a SHW 60 MtA::!4FOW1 STRIKE PLATE 57�. b LOCK ASSEMBLY S� R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.O. Box 230 Vairim, FL 33595 Phone 913.659.9197 r Florida Board or Proressiooai Eagineeas Certificate of AuEir>7i7^,.6= !+a. 9t-: 3 Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System td # 1998) for Ptastpro, Inc. based on Rule Chapter No. 9N-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity Involved in the approval process of the product named herein. Umitwons: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code ( SC i str ictural requirements eluding the "High Velocly Hurricane Zone" {HVHZ)- 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to ;rase material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bowie debris protection this product complies with Section 1609.1.2 of the 2010 FBG and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15210.1 require further engii.aering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for " l-IVHZ". Ail other configurations do not meet the water infiltration requirements for the "HVHZ" and must be Installed only in non -habitable .areas or at Nabi, able io .ations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to siill is less than 45 degrees. 8. See drawing FL -15210.1 for size and design pressure limitations. Supporting Documents. 1. Test Reoort No. T est S#ndard Testing Laboratory Stoned by TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lal.. kl.C. Lyndon F. Schmidt, P.E. ETC -05-255-16776.0 ASTM D 635-98,638-03,1929-96 & 2843-99 ETC Laboratories Joseph L. Doldan, P.E. ASTM C 26-95 ETC -06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L._Doldan, P.E. ETC -07-209-193133.0 ASTM D 635-98,638-0:3,1929-96 & 2843-99 ETC Laboratories Bert Meunier 2. Drawing No. PreRlred by Signed its Seated by No. FL -15210.1 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Giiftulailons Pr aced by Sktrred 8, Sealed by Anchoring RYA Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. 4. Qualfty Assumnce Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing .products within a quality assurance program that complies With ISOIIEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 241712412 PF 1596 Sheet 1 of 1 Miami Shores Village Building Department MAY 082014 V Y 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPE O N „ UMBER: (305) 762-4949 FBC 20 BUILDING REVII Master Permit No. V S --3 — 7 Lt PERMIT APPLICATION Sub Permit No. ;R�UILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: f 33 N E 4 0 ;?,ho City: Miami Shores County: Miami - erdeMiami Dade Zip: 3 ,�j 13 �5 Folio/Parcel#: 11 -0 -�I Q Ga -D(z) - (9,Z 0 Is the Building Historically Designated: Yes NO Occupancy Type: IRC,:S Load: Construction Type: C-0 G Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): J U 1) V, S a Phone#: Address: ('3 3 N C 10'z VZ4 City: t V VI C�( OAA �S � o B-9- S / State: 4�' Zip: 53 � 3 Tenant/Lessee Name: `' Phone#: Email: -- CONTRACTOR: Company Name: Address: //aZe rV» `Fe" , 0 City: 7T7%C i -y k�c'D L) State: Zip:: 3 30--� o Qualifier Name: (�u5 �Cfy� //t�1 Lr "C1 ;D Phone#:�oC�%zl- -"l' 3 State Certification or Registration #: DESIGNER: Architect/Engineer: Certificate of Competency #: _ Phone#: Address: City: State: Value of Work for this Permit: $ Type of Work: ❑ Addition Description of Work: Square/Linear Footage of Work: ❑ Alteration ❑ New nLfer C"A'l17,lt?r i Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ Zip: ❑ Repair/Replace ❑ Demolition DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi f 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 first inspection which occurs seven (7) days after the building permit is is ed. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 6 day of 'Y}Y 20 by L/0 /1* s4s,50 ho is personally known o me or who has produced as NO] The foregoing instrument was acknowledged before me this _ day of e / i 20 IN by Z,- who is personally know 'o me or who has produced identification and who did take an oath. identification and who did take an oath. as NOTARY PUBLIC: NOTARY PUBLIC: �/ Sign: �°`' `" Sign: Print: '�� ✓°f%4 l�. 51AIILJ Print: Az),¢ -m -r Seal: o P. i° l AvtIlA:4r.)FLSI' Seal: A_)->r'Wf': 1� T 1 ^„WEU z {t a t.. EXM : S: Ap 1 42 � 4096944 a a• a f E� Tei n” `�i I G t 20!6 J 4 ,` 6F'FlOP` Q'�'O APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) A - G- C AIIA 55 �,3,3 A10/C @) -r I Ll�')' m IrM" � til MAY 0 9 2014 13 TIN 6—' PC S 7- 'r -RCN -r K i s I - ""T TC "0!"", PUANCE WITH ALL FEDERAL y ff N !t —SAND f FU T,ATIO 0), c 30LX'/C; v x e) 4/., �c k'!:o XO CAr 5 jjF 7 71� cl