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WS-12-451Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171140 Permit Number: WS- 3 -12 -451 Scheduled Inspection Date: May 07, 2012 Inspector: Bruhn, Norman Owner: PACE, BRUCE Job Address: 69 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: M&A WINDOWS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060131150 Phone: (954)298 -7537 Building Department Comments REPLACE EXISTING WINDOWS AND DOORS WITH IMPACT PRODUCT. 15 OPENINGS Passe / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cu May 04, 2012 For Inspections please call: (305)762 -4949 Page 12 of 50 1 CERTIFICATE OF LIABILITY INSURANCE M&awi -� OP ID: BM DATE (MWDDtTyre; THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HO DER.I THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE= HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(Ees) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen . s PRODUCER FIC of Ft. Lauderdale, Inc. 1160 Weston Road Ft. Lauderdale, FL 33326 Peter Sabo M & d1 WINDOWS INC, 17011 SW 64TH COURT SW RANCHES, FL 33331 954 - 384.1001 954. 384-8324 COVERAGES CERTIFICATE NUMBER: CONTAC NAME: PHONE ,JVe`Eatj`, E -MAIL ADDRESS: 1 lAJC C N): INSURER(-$) AFFORDING COVERAGE INSURER A : LANDMARK AMERICAN INSURANCE INSURER e : The Travelers Indemnity Co. INSURER c : INSURER D : INSURER E : INSU - ER F : MAID THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOb INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM► OR CONDITION of ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND CONDITIONS OP SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, 1L sR ram OF INSURANCE - Gil�li[ GENERAL LIABILITY REVISION NUMBER: A POLICY NUMBER COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR LBAI64182.00 04/24/13 EACH,OCCURRENCE , PREMISgS Ee aecu, MED EXP (Any one - erman) PERSONAL, 6 ADV INJURY GENERAL AGGREGATE LIMITS GEN'L AGGREGATE LIMIT APPLIES pER� 7 POLICY 'I f E L0c AUTOMOBILE LIABILITY ANY AUTO AUTOS HIRED AUTOS 1,000,000 100,00 OWNED ■ AUTOS AL l OS J OCCi ruan DED COMPENSATION B LIABILITY OFFlCER/MEpgBER EXCLUDED? (Arend Syr I �ryy�N�d DSG�RI. 10, OF OPERATIONS tre ow UMBRELLA LIAR EXCESS LIAO SCI IEDULED NON-OWNED RETENTION WORKERS AND EMPLOYERS' LUIS ANY PROPRIETOR/PARTNERUECUTNE YI I N a In 'CHINNED SINGLE LIMIT Ea sec d - 1) eorm.Y INJURY (Par person) BODILY INJURY (Per ece;denI) PROp Y DAMA _(Per ece rf I - EACH OCCL E_ F AGGREGATE 1HU85129M12 -8 -11 07/16111 07/16/12 EL EACH ACCIDENT EL DISEASE - EA EMPLOYEE EL, DISEASE - POLICY LIMIT 100,000 100,000 500,000 IESCRIPTjON OF OPERATIONS 1 LOCATIONS f VEHICLES (Atleelt ACORD NPL Adldk(oriel Remarks Soh:Mule, If morn required) _ERTIFICATE HOLDER MIAMI SHORES VILLAGE FAX 0: 305.756 -8972 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 CORD 25 (2010/05) MIAMISH CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIE5 BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILLL, BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE it 198-10 The ACORD name and logo are registered marks of ACORD ACORD CORPORATION. All rights reserved. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO Na //-37-06-0 /3-//Sa STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of pro erty and street/address: 11111111111111111111111111111111111111 1 111111 CFN 201280196704 OR Bk 28040 Ps 1327; (1109) RECORDED 03 /20/2012 10:09 :18 HARVEY RUVIN, CLERK OF COURT hIIAPII -DADS COUNTY, FLORIDA LAST F'AGE Space above reserved for use of recording office S erYS (C / fkr /D- ? g fZ 2. Description of improvement: 7riva,«e.,�„% a 4-Is ✓s '► 7.iixiS 3. Owner(s) name and address: If1c (%r 1,44 tom /u( 9g sr Interest in property: Dune/ Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: /'% A 6. ai„J..s / e;. /7'/ St) G e 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 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(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST .B ,RECORDED AND PO.,,L D ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YO . Near I ' JIM .BEFOpRE COMMENCING WORK_ OR RECORDING YOUR NOT OF COMMENCEMENT � E/ TIF-Y that if 'P..; tiled Signature(s) of 0 ne ) •r Oivner(s)' Authorized Officer /Director /Partner /Manager Prepared By Prepared!By ,, Print Name Lv Ci ttai4 CHILL, Print Nai' ' `'''°°Y Title/Office Title /O STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 7 day of By ❑ Individually, or ❑ as for ❑ Personally known, or produced the following type of identification' Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES Under penalties of ury, I declare that I have read the foregoing and that the facts stat d ir4 it are true, to the best of my knowledge and belief. talnatrArelit /1,07 .2-d f/1— A ,d�nPY,PUnrS CHAD iRJ�- �iG11Y MY COMMISSION 8 00 889320 $ 'iti5: June i 2 2u 9c*.d°,�" bXF ' Nrt 'J Puhru llnde(Writ 13 $fS Signatur (s) of O ner(s or Owner(s)'s Authorized Officer /Director /Partner/Manager who signed above: By By BUILDIN� PE PPLICATION FBC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. INS t2:46 Master Permit No. Permit Type: BUILDING �� ROOFING. OWNER: Name (Fee Simple Titleholder): 21 /C C. u,d ; I / Address: 9 Aft- 981-1- $T City: Mdg SS State: /2- Zip: Phone #: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: (pg N4 98h1 s'T City: Miami Shores County: Folio/Parcel #: `/ 3 z& - c /3-1/572 Miami Dade Zip: Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: Address: / 70/ _ski tali CT Flood Zone: 41/4 /4 iaxc 5 /vie Phone#: 9ga78 753'7 City: ___(5/)1444s7 Qualifier Name: State Certification or Registration #: [a6& j(19)5740 Contact Phone #: 9. a9 -7$37 DESIGNER: Architect/Engineer: State: � Zip: 3333/ Phone#: 9544.2V -W7 f Certificate of Competency #: 1/4J Phone#: Email Address: Value of Work for this Permit: $ "32 ®a2 • i% Square/Linear F�oota of Work: Type of Work: ❑Addition UAlteration ❑New lJ9'Repair/Replace ❑Demolition Description of Work: Kp /a.ee ear5°Xk 4-Aehelta d 1✓ad e-).-7,04c-# ►cf�� ******** ***** * ****m*** ** *** *** *** *** *** Fees************* *** * * * * ** * ** * * **** ** * * * * * ** * * ** Submittal Fee $ Permit Fee $ -da J 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 State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 whi occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app ove.' and a reinspection fee will be charged. Signature Signature er or Agent trac. -. The foregoing instrument was acknowledged before me this 9 The foregoing instrument was acknowledged before me this day of /27a''l , 20 /7--, by , day of /4`' , 20/L", by who is personally known to me or who has produced Ai,, ( who is personally known to me or who has produced a 1 lc- As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: (,(e ) A.0 ,w. M +a%! _4.%. Print: My Commission CHAD GOLDSTEIN MY COMMISSION 1 DD 889320 EXPIRES: June 12,2013 Banded Thru Notary Public Underwriters NOTARY PUBLIC: Sign: Print: My Com Tres: CHAD GOLDSTEIN MY COMMISSION 1 DD 889320 EXPIRES: June 12, 2013 Bonded Thru Notary Public Underwriters ** * * * * * * ** ** * * * * * * * * * ** * ** * *** * * *** *** * * **** * * * * * * * * ** *** * * * * ** * * * * * * * * * * * ** APPROVED BY iJ ' ")0 `4 Plans Examiner 8' Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami -Dade My Home My Home /niamidade.goFv Show Me: L.Pmer, etbn Search By: Sel6Q4iiart Text only Property Appraiser Tax Estimator property Appraiser Tax Comparison Summa Details: olio No.: 11- 3206-013 -1150 roperty: NE 98 ST ailing is RUCE M PACE JTRS ddress: YLE J CHURCHILL JTRS 638 COUNTY ROUTE 27 UDSON NY 2534- Property Information: dmary Zone: 11000 SINGLE FAMILY ESIDENCE CLUC: k0001 RESIDENTIAL - SINGLE FAMILY • PedsiBaths: 10/2 Floors: 1 dying Units: 1 lAdj Sq Footage: 1,758 Lot Size- 825 SQ FT Year Built 1939 IAMI SHORES SEC 1 DPB10- 70E1/2OF' Legal OT 19 & ALL LOT 20 Description: : LK 8 LOT SIZE 75.000 115 C0C 22592 -0993 ' 7 2004 5 OR e 7583- 3523 0211 01 Assessment Information: ear: 2011 2010 Land Value: 1 $74,261 $77,798 ;Building Value: $79,901 $79,901 arketValue: $154,162 'a 157,699, ssessed Value: $154,182 157,899 Taxable Value Information: ear. 2011 2010 , Applied Applied axing Authority' Exemption/ j Exemption/ Taxable Taxable Value: Value: - egional: 0/$154,162,'• 0/$157,899 ounty: 0/$154,162, 1/$157,6991 Its •0/$15418 ,:.0/$157,69 -r chool Board: is: '/$154,162$0/$157,699, http: / /gisims2. miamidade .gov /myhome /propmap.asp ACTIVE Tr7171 SELf,- ME Aerial Photography - 2009 My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser 0 112 ft Home !Using Our Site1 Phone Directory !Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site O 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected e� Property Street Highway Miami -Dade County Water 1 of 2 3/13/12 9:47 AM Miami -Dade My Home Sale information: 'Sale Date: 12011 Sale Amount i 225,000 ales ales qualified as a uallticatlon -•: tilt of examination of ascription: i+ a deed View Additional Sales Additional information: ro ert ._.ii IL• ? l • Ill _ • 1 • . ll ommunity Development District ommunity Redevelopment Area mpowerment Zone nterprise Zone oning Land Use rban Development Boundary oning on -Ad Valorem Assessments nvironmental Considerations 2 of 2 http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/13/12 9:47 AM Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. PY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. /� COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. V COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ll ,,COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: /118 4 N 4.15 � h BUSINESS ADDRESS: /7a// SbJ6V 4 t 7 CITY s dA ¢ 't s fr2. 3 i3/ STATE ./C2- ZIP CODE _3353/ BUSINESS PHONE: ( ,s5a) „,99Y-7537 FAX NUMBER ( 75 1) Z z3° ice CELL PHONE ( ) QUALIFIER'S NAME: : P' QUALIFIER'S LIC NUMBER: C66 `3//So37l0 E -MAIL ADDRESS (IF APPLICABLE): maR Jihd s ' t �y Created on 3119109 BY MLDV 1 RV 3126109 MLDV M&AWI -1 OP ID: BM ACORO® 4........--- CERTIFICATE OF LIABILITY INSURANCE DATE (MWDD/YYYY) 03/09/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 954 - 3844001 116of eston Lauderdale, le, Inc. 954- 384 -6324 Ft Lauderdale, FL 33326 Peter Sabo NAAMa: mask.. Ext): i (FAX, NO E -MAIL ADDRESS: INSURERS) AFFORDING COVERAGE NAIC # INSURER A : LANDMARK AMERICAN INSURANCE LABILITY COMMERCIAL GENERAL LIABILITY INSURED M & A WINDOWS INC. 17011 SW 64TH COURT SW RANCHES, FL 33331 INSURER B :The Travelers Indemnity Co. LBA116866 -00 INSURER C : 04/24/12 INSURER D : $ 1,000,000 INSURER E : 100 000 $ ' INSURER F : $ 5,000 • GV V mnimama vin 1 Irvin 1 c 11W1•w11■11,• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE . ' ' INSR 1 : - WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MNWO/YYYY) LIMITS LTR A GENERAL X LABILITY COMMERCIAL GENERAL LIABILITY LBA116866 -00 04/24/11 04/24/12 EACH OCCURRENCE $ 1,000,000 DAMAGES (RENTED PREMISES (Ea occurrence) 100 000 $ ' MED EXP (Any one person) $ 5,000 CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AGG $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY n PRO- Ti LOC JECT $ AUTOMOBILE — LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LAB EXCESS LAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED 1 RETENTION $ B WORKERS AND ANY OFFICER/MEMBER (Mandatory If yes DESCRIPTION COMPENSATION EMPLOYERS' LABILITY PROPRIETOR/PARTNER/EXECUTIVE Y/N EXCLUDED? In NH) describe under OF OPERATIONS below N /A IHUB5129M12 -8-11 07/16/11 07/16/12 WC STATU- X (TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L DISEASE -POLICY LIMIT $ 500,000 _ . DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CERTIFICATE HOLDER MIAMISH MIAMI SHORES VILLAGE 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORMEDREPRESENTATDIE11 ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 PIPPING, JONATHAN RUSSELL M & A WINDOWS INC 8490 NW 11TH ST PEMBROKE PINES FL 33024 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridaticense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE lAC 5664196 STATE OF FLORIDA (850) 487 -1395 • STATE QF FLORIDA AC# 564U9 tr DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGG131150516 08/01/11 000000000 CERTIFIED GLASS & :GLAZI'NG CONTR PIPPING, JONATHAN RUSSELL M & A WINDOWS INC IS CERTIFIED under the provisions of Ch.489 FS Expiration apte. AUG 31, 2012 L11080100440 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD DATE BATCH NUMBER SEQ# L11080100440 LICENSE NBR 08/01/2011000000000 CGG131150516 The GLASS AND GLAZING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2012 PIPPING,JONATHAN RUSSELL M & A WINDOWS INC 8490 NW 11TH ST PEMBROKE PINES RICK SCOTT GOVERNOR FL 33024 DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY aj ES e ; 9x111 A k. ?i!r!nai. AAWAWAOVAWPA BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Business Name: M & A WINDOWS INC Owner Name: JONATHAN RUSSELL PIPPING Business Location: 17011 SW 64 CT SOUTHWEST RANCHES Business Phone: Rooms Seats Employees 4 Receipt #:189 -6351 Business Type:ALL OTHER TYPES CONTRACTO (GLASS & GLAZING CONTRACTOR) Business Opened:lo /15/2008 State /County /Cert/Reg:CGG13115 0 516 Exemption Code: NONEXEMPT Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 3.00 0.00 0.00 0.00 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: M & A WINDOWS INC 17011 SW 64 CT SOUTHWEST RANCHES, FL 33331 This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the Ih business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. e. 2011 - 2012 Receipt 413B-10-00007588 Paid 09/19/2011 29.70 aiEv,,,, 1, .$ : 4,1A Coki c'. LA p -I )5 I fii,,120,1 3� z y4, 37x3$ ■.u, .5 y 31410 I ®1 55160 3% 55 fS219 4s.z Z - s 4/5 n.44 co Zc s _ ;ff :1. 1,91 984L5r Sikprrs1 r - 33133 1Z gal. Zex40 14 37x-SD zein.e IA. -S ea. Z I /Z.& S"- — 511 ep,114 0 4'S• , , A PRODUCT APPROVAL REVIEW FORM CONTRACTOR NAME: d"L 5 /C. SITE ADDRESS: 69 AJE sitp'S% i'1;-; S S PAGE / OF ;2... PERMIT #: 1. 2. 3. 4. 5. 6. OPENING LOCATION PRODUCT ACCEPTANCE NUMBER PRODUCT DESIGN PRESS.RATING (+) PSF APPROVAL ( -) PSF PRESS. RATING FOR SPECIFIC ( +) PSF REQD. OPEN. ( -) PSF OPENING WIDTH X HEIGHT SIZES AREA 1N SO FEET SHUTTERS REQUIRED? ZONE It Y/M w 1 /1 -/1 /o- /2. 67 4/ 67 4 1, 6 Vs: s /zcx63 5-2-',5- y /1 ds z / / - / / /o, / , 70. a 75. 0 4/4, ,s--- -6Z. Z. 37x5-0 /7. 2s s'� /J3 / / -/ //c . /Y. ' 7 ©. 0 75. 0 L% • 3- S0 .4 37x38 9- 76, 5/ AJ. DI 7,- /Z05-7,/ 5b.0 sb,0 1/5-- Z ,,9.z 32470 173 4/ "I 1,04( //- / / /ei, eV 7S.c) . 757 0 6. 5 6 Z, Z 37)43e 9.76 5-- nJ yJS ii--//..i. o c, 7s. 0 7s-,0 4/5, z .59.8 5-5-k so /?./ 4/ A-) D Z J - / z0s7. / st7.0 5-0. D g5 - e/'. Z ..3zx 80 / 7. F V AJ wL //-///9.04 7s. a 7s, o VS' , z . f- s-sksa f9. / 4/ A) /J `7 it-///0,4 7 4-9 . 6 75.0 y4- - S" 6-2.z 37x 5 /Z 'S' S GJ$ // - ///4l - ©9 - 7s. o 7s. o `/S. Z 3-7, 8 . S6x so / ?. c/5/ s--- AJ P9 / /- // /O • /8 7D - R 75-. 0 z/6,. s 6z, z .37..k5--z) /z, (Rs r "../ G410 J/ - / //0 ./8 70 .0 7s, 0 t%G • s- s0 • 'fox cv 5-. S6, 5/ '-) Ali/ 1/ i / /0 . /8 70.0 75.0 4/4.5-- sD. q gox 'lo s"s`e- q ") PIZ / / - / //o ./$ 70,0 75.0 `%.S 62,2_ 37X50 /z., R5- S ,L) IDENTIFY OPENINGS ALPHABETICALLY ON ELEVATION SHEETS. IDENTIFY VERTICALLY STACKED GLASS IN THE SAME OPENINGS FROM BOTTOM TO TOP WITH SUB NUMBERS (A, Al, A2, ETC.). 5 PRODUCT APPROVAL REVIEW FORM CONTRACTOR NAME: rid A 1,0),4-Js L. SITE ADDRESS: 69 ")e yytZ PAGE OF .2_ PERMIT #: 1. 2. 3. 4. 5. 6. OPENING LOCATION PRODUCT ACCEPTANCE NUMBER PRODUCT DESIGN PRESS.RATING (+)PSF APPROVAL (-)PSF PRESS. RATING FOR SPECIFIC (F)PSF REQD. OPEN. (-)PSF OPENING WIDTH X HEIGHT SIZES AREA IN SO FEET SHUTTERS REQUIRED? ZONE 0 Y/N 1-1/13 / -/,//ey.,18° o. ® 75-, 0 %( , z. s--9, Y 5-6,x .5z) /2. /V S" A.) k. _._ IDENTIFY OPENINGS ALPHABETICALLY ON ELEVATION SHEETS. IDENTIFY VERTICALLY STACKED GLASS IN THE SAME OPENINGS FROM BOTTOM TO TOP WITH SUB NUMBERS (A, Al, A2, ETC.). 5 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -50.4 +46.5 - 492 45.2 -48.3 +44.4 -47.6 +43.7 - 47.1 +43.1 - 46.6 +42.7 - 462 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft -51.1 +47.1 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -46.8 +42.9 - 46.5 +42.5 -46.2 +422 18 ft -52.4 +48.3 -51.1 +47.0 -502 +46.1 - 49.6 +45.4 - 48.9 +44.8 -48.4 +44.3 - 48.0 +43.9 -47.7 +43.6 -47.3 +43.2 20 ft -53.5 +49.4 -522 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 - 49.5 +45.3 -49.1 +44.9 -48.7 +44,5 -48.4 +44.2 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 - 50.1 +45.8 .49.7 +45.4 49.4 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 - 50.6 +46.3 -50.3 +45.9 26 ft -56.6 +522 -55.2 +50.8 - 542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47,5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +49.2 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 - 58.7 , +52.0 -55.9 +51.3 -55.2 +50.6 -54.7 +50.1 - 542 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 ' +52.7 - 56.6 +51.9 -55.9 +51.3 -55.4 +50.7 - 54.9 +502 -54.5 +49.8 -54.1 +49.4 38 ft -60.6 +55.9 -59.1 +54.4 - 58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 -56.7 6.7 +51.9 -562 +51.4 -55.8 r +51.0 -55 .4 +50.6 443 ft 52.0 +57.1 -60.5 +55.6 -59.4 +54.5 - 58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -58.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 51.1 +56.2 -60.0 +55.1 -592 +54,3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52,1 -56.6 +51.7 44 ft 532 +58.3 -61.7 +58.7 -60.6 +55,7 -59.7 +54.8 -59.1 +54.1 -58.5 +53,5 - 58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft -63.8 +58.8 -62.3 +57.3 -61.2 +58.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 - 58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 -582 +53.1 50 ft -64.9 +59.9 -63.4 +58.3 -622 +572 -61.4 +56.3 - 60.7 +55.6 -60.1 +55.0 -59.5 +54.5 - 59.1 +54.0 -58.7 +53.8 52 ft 55.5 +80.4 -63.9 +58.8 -62.8 +57.6 -61.9 +56.8 -61.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 9 +54.0 54 ft - 66.0 +60.8 54.4 +592 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54,9 -59.6 +54.5 56 ft - 68.5 +61.3 -64.9 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 51.0 +55.8 50.5 +55.3 -60.1 +54.9 60 ft -67.5 +62.2 -65.8 +60.6 -64.7 +59.4 -63.8 +58.5 53.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +58.1 -61.0 +55.7 8 m 0 REMARKS INIT ISSUE DRWN CL CHID FLB Mean Roof Height DESIGN PRESSURES PSF) • Zone 5 10 ( 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 +46.5 -59.8 - 58.0 +45 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 18 ft -63.1 +47.1 58,8 45.9 +45.0 -57.5 +44,3 - 56.3 +43.7 - 55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -532 +422 18 ft -64.6 +48.3 -62.1 -60.3 +47.0 +46.1 -58.9 +45.4 - 57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +432 20 ft -66.1 +49.4 -63.5 -61.8 +48.1 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 - 572 +44,9 -56.4 +44,5 -55.8 +442 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -60.2 +48.8 -59.2 +48.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 - 66.0 -64.1 +49.9 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 57.1 -65.1 +50.8 +49.8 -63.6 +49.1 -62.4 +48.4 51.4 +47.9 -60.4 +47,5 -59.6 +47.1 -58.9 +46.7 28 ft - 70.9 +53.0 -68.2 -662 +51.8 +50.6 -64.6 +49.8 53.4 +49.2 -62.3 +48.7 -61.4 +482 50.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 -67.1 +52.3 +51.3 -65.6 +50.6 -64.3 +49.9 -632 +49.4 -82.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 58.1 +53.1 +52.0 -66.5 +51.3 - 652 +50.6 -64.1 +50.1 53.1 +49.6 52.3 +492 -61.6 +48.8 34 ft -73.9 +552 - 71.0 -68.9 +53.7 +52.7 - 67.3 +51.9 - 68.0 +51.3 - 64.9 +50.7 -64.0 +50.2 -83.1 +49.8 52.4 +49.4 38 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -68.1 +52.5 -66.8 +51.9 55.7 +51.3 -64.7 +50.8 53.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 - 70.6 +55.0 +54.0 -68.9 +53.1 - 67.6 +52.5 -66.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 - 662 +52.0 - 65.3 +51.5 54.5 +51.1 42 ft -77.3 +57.7 -742 -72.1 +562 +55.1 - 70.4 +54.3 -69.0 +53.6 -67.9 +53,0 -68.9 +52.5 -66.0 +52.1 -652 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +58.7 +55.7 -71.1 +54.8 -69.7 +54.1 58.5 +53.5 -67.5 +53.0 -66.6 +52.6 55.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +582 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -882 +53.5 57.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 - 69.8 +54.5 - 68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -88.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -882 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +59.2 +58.1 -74.2 +572 -72.8 +56.5 -71.6 +55,9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 -76.6 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 - 70.1 +55.3 -89.3 +54.9 60 ft -83.3 +622 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT 1S THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMI I i tU AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd -0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ® I ELEVATION 1 _. WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 Florida Building Code Online Florida Cpartmenty. Bus'nes Protessib' Regulation aCIS Home Log In 1 User Registration ❑rnmeelfidently. F;:qu!ete fall} Product Approval USER: Public User http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... Hot Topics r Submit Surcharge = Stets & Facts i Publications FBC Staff (CIS Site Map I Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12059 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address /Phone /Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969 -9773 Ext 16 rickw @rwbldgconsultants.com Authorized Signature Vivian Wright rickw @rwbIdgconsultants. com Technical Representative Address /Phone /Emall Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Exterior Doors Swinging Exterior Door Assemblies 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 Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2012 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12059 RO COI CRT of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year ASTM E1300 2002 ASTM E1300 2004 TAS 201, 202, 203 1994 1 of 3 3/13/12 5:49 PM Florida Bdilding Code Online http://www.floridabuilding.org/pr/pr_app_dd.aspx?param=w... 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/21/2009 02/02/2009 03/05/2009 04/07/2009 3/13/12 5:49 PM FL # Model, Number or Name Description 12059.1 a. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door - X - Outswing 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 12059.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL12059 RO II INST 12059.1.adf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.1.pdf Created by Independent Third Party: Yes 12059.2 b. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door with a Sidelite - OX or XO - Outswing 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 12059.2 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL12059 RO II INST 12059.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.2.pdf Created by Independent Third Party: Yes 12059.3 c. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door with Sidelites - OXO - Outswing 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 12059.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL12059 RO II INST 12059.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.3.pdf Created by Independent Third Party: Yes 12059.4 d. Fiberglass Door Up to a 6'0 x 6'8 Glazed °Impact" Fiberglass Double Door - XX - Outswing 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 12059.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL12059 RO II INST 12059.4.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.4.odf Created by Independent Third Party: Yes 12059.5 e. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Impact" Fiberglass Double Door with Sidelites - OXXO - Outswing 3/13/12 5:49 PM Florida Building Code Online 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 12059.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) http://www.floridabuilding.org/pr/pr_app_dd.aspx?param=w... Installation Instructions FL12059 RO II INST 12059.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12059 RO AE EVAL 12059.5.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public - records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbpr.state.fl.us. Product Approval Accepts: IM CI= CM 3 of 3 3/13/12 5:49 PM R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico. FL 33595 Phone 813.659:9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 12059.1 Date :. January 21, 2009 Product Category: Exterior Doors Product sub - category: Swinging Exterior Door Assemblies Produot Name: Fiberglass Door Glazed — Impact - Outswing Manufacturer: Plastpro Inc. / Nan Ya Plastics Corp. 9 Peach Tree Hill Road Livingston, NJ 07039 Phone 440.969.9773 Scope.: This is .a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc. / Nan Ya Plastics Corp. based on. Rule Chapter No :9B- 72.070, Method 1 d ofthe State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. 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. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No.: FL- 12059.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (PE #43409) for specific use parameters. Lyndon F. Schmidt, P.E. PE # 43409 January 21, 2009 PF -1150 Sheet 1 of 3 Limitations 1. This product has been evaluated and meets the requirements for use within the State of Florida including the `High Velocity Hurricane Zone ". 2. Product Anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. When used in the "High Velocity Hurricane Zone" this product complies with Section 1626 of the 2007 Florida Building.Code and does. not require an impact resistant covering. 4. When used in areas outside of the "High Velocity Hurricane Zone" requiring Wind -borne Debris Protection this product complies with Section 1609.1.2 of the 2007 Florida building. Code and does not require an impact resistant covering. This product meets Missile Level "D" and includes Wind Zone 4 as defined in ASTM El 996 -02. 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- 12059.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "High Velocity Hurricane Zone" 8. See drawing FL- 12059.1 for Size Limitations and Design Pressure Rating. Lyndon F. Schmidt, P.E. PE # 43409 January 21, 2009 PF -1150 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL- 12059.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813) signed and sealed by Lyndon F. Schmidt, P.E. B Tests Performed 1. Testing per TAS 201 -94, TAS 202 -94 and TAS 203 -94 as performed by Testing Evaluation Laboratories and reported in test report number TEL— 07- 0223 -1, signed and sealed by Wendell W. Haney. P.E. 2. Testing (Plastpro/Nan Ya fiberglass door skin) per ASTM G26 -95, ASTM D2843 -99, ASTM D635 -98, ASTM DI929- 96(2001) and ASTM D638 -03 as performed by ETC Laboratories and reported in test report number ETC -05- 255 - 16776.0, signed by Joseph L. Doldan, P.E. ASTM G155 -04 is referenced in the Florida Building Code; ASTM G26-95 Method A is equivalentto ASTM G155-04 Cycle 1 and meets the intent and purpose of the Florida Building Code as attested to in evaluation report FL7241 -G26 prepared, signed and sealed by Lyndon F. Schmidt, P.E. Additionally, the Florida Building Code references ASTM D2565 -00; the test conditions as reported in ETC -05 -255 - 16776.0 and the calculation of the property retention index (PRI) meet the requirements of ASTM D2565 -00 as attested to in evaluation report FL7241 -026 prepared, signed and .sealed by Lyndon F. Schmidt, P.E. Additionally, ASTM D635 -98 is equivalent to ASTM D635 -03 and meets the intent of the 2007 Florida. Building Code. 3. Testing (Plastpro/Nan Ya poly fiber door jamb) per ASTM D2843 -99, ASTM D635 -98 and:ASTM D1929-96(20015 and ASTM D63;8 -03 as performed by ETC Laboratories and reported in test report number ETC- 07:209 - 19303.0, signed by Ben Meunier and test report number ETC- 08 -209- 20609.0, signed by Gurjinder Dhami. 4. Plastics testing (Solutia Interlayer) in accordance with the "High Velocity Hurricane Zone" substantiated by issuance of Miarni -Dade Notice of Acceptance 08- 0206.01. C Calculations 1. Product anchoring is in accordance with manufacturer's, published recommendations as substantiated by tested specimens reported in test reports TEL -07- 0223 -1. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 3. Glass Load Resistance Report ASTM El 300 prepared by Lyndon F. Schmidt, P.E. D Other 1. Certificate of Participation issued by Testing Evaluation Laboratories, certifying that Plastpro Inc. / Nan Ya Plastics Corp. is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. PE # 43409 January 21., 2009 PF -1150 Sheet 3 of 3 NAN YA PLASTICS CORP. PLASTPRO INC. 9 PEACH TREE HILL ROAD LIVINGSTON, NEW JERSEY 07039 FIBERGLASS DOOR GLAZED - IMPACT - OUTSWING GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE STRUCTURAL REQUIREMENTS INCLUDING THE 'HIGH VELOCITY HURRICANE ZONE ". 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN THE "HIGH VELOCITY HURRICANE ZONE" 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 -BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH SECTION 1609.1.2 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCT MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996. 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 THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 7. THIS PRODUCT MEETS WATER INFILTRATION REQUIREMENTS FOR "HVHZ ". TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATION. DESIGN PRESSURES & GENERAL NOTES 2 PANEL DETAILS & COMPONENTS 3 HORIZONTAL & VERTICAL CROSS SECTIONS 4 BUCK & FRAME ANCHORING 5 BILL OF MATERIALS, GLAZING DETAIL & COMPONENTS 37.50° MAX. 0.A. r- FRAME WIDTH 1 MAX. O.A. FRAME HEIGHT 0 L0 co X 0 0 OVERALL FRAME DIMENSION OVERALL D.L.0. DIMENSION GLASS TYPE DESIGN PRESSURE POSITIVE NEGATIVE 37.50" X 80.50" 20.50° X 62.50" G1 +50.0 -50.0 R:\A - Projects \Project Folders \Proj 1101- 1200\p11150 \D. RWBC Drawings \FL - 12059 \FL- 12059.dwg, 2X 35.75" MAX. PANEL WIDTH 4.5" DOOR PANEL 0 00 0 C) 2 22 HORIZONTAL CROSS SECTION FIBERGLASS PANEL 000 LOCK BLOCK DETAIL - 1.584" OTOP RAIL — { 1.584" r-- A / 4 0.079" - FIBERGLASS SKIN d. 0.069" THK. co 0 OBOTTOM RAIL 1.200" KEVLAR 0.010" THK. REINFORCEMENT co DOOR SKIN DETAIL r 0 P)1/11 OO HINGE & LATCH HINGE & LATCH STILE STILE EDGE REINFORCEMENT C) 2 11 VERTICAL CROSS SECTION FIBERGLASS PANEL e di bhp it I$ a 0 J c3gO tdO aaj to z 0 Nn 0 0 z DATE: 1/21/09 SCALE: N.T.S. DWG. BY: AL cwt. er: LFS DRAWING 1m.: FL- 72059.1 sREET 2 or 5 °v 1 -1/4" MIN. EMB. (TYP.) . C7 CC La • 20 1/4° MAX. SHIM SPACE 0YR) 2 -1/2" MIN. FROM 2 -1/2° MIN. FROM MASONRY EDGE MASONRY EDGE SNP.) • za w INTER OR w 0W� Z i 0 0 HORIZONTAL CROSS SECTION 0 HINGE JAMB EXTERIOR w a• INTERIOR .EkalBIOR 4O3 VERTICAL CROSS SECTION SHOWN Wit 1X SUB -BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. THIS VIEW REPRESENTATIVE OF HEAD & JAMBS. 1/4" MAX. 0 SHIM SPACE CD° ew l(w I zz I mo. ® . edOL.`111111111, . r 0 0 ® Cb 0 1 -1/4° MIN. EMB. (NP.) INTERIOR EXTERIOR 0 3 2 HORIZONTAL CROSS SECTION 0 LATCH JAMB 1" MIN. FROM MASONRY EDGE (TYP.) • • 1° MIN. FROM MASONRY EDGE - ('fYP•) INTERIOR EXTERIOR C) 3 33 VERTICAL CROSS SECTION @ HEAD INTERIOR EXTERIOR 7r 2 -1/2" MIN. FROM 1 2 -1/2" MIN. FROM MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) 0 3 5 VERTICAL CROSS SECTION ® THRESHOLD 1 °o 0 DC J u) z 0 0 z we 1/21/09 GDAE: N.T.S. DWG. an AL mac Br: LFS DRAWING ?KM FL- 12059.1 snEr 3 GF BUCK ANCHORING NOTES: 2X BUCK MASONRY OPENING 1. 1/4° ITW CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2° CLEARANCE TO MASONRY EDGES AND A MINIMUM 3° CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. 2. 1/4° ELCO TAPCON ANCHORING 2X BUCK REQUIRE A MINIMUM 1° CLEARANCE TO MASONRY EDGES AND A MINIMUM 4° CLEARANCE TO ADJACENT TAPCONS. SUBSTITUTION OF EQUAL CONCRETE SCREWS FROM A DIFFERENT SUPPLIER MAY HAVE DIFFERENT EDGE DISTANCE AND CENTER DISTANCE REQUIREMENTS. W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE 1 TYP. SEE NOTE 1 i';• •4 •• FRAME ANCHORING n 00 Z 0 HINGE DETAIL, 1X BUCK INSTALLATION 2X BUCK INSTALLATION a HINGE LOCATIONS 1X BUCK INSTALLATION 2X BUCK INSTALLATION Q LATCH & DEADBOLT LOCATIONS — SGL DOOR STRIKE PLATE DETAIL g 11 1 Re 1 3mzo ° 0:f coi eS 8 z z 0 rn 0 z SATE: 1/21/09 SCALE. N.T.S. DTC. erg AL cwt. en LFS DRAWING NOS FL- 12059.1 SHEET of 5 R:\A - Projects \Project Folders \Prof 1101 - 12001pf1150 \D. RWBC Drawings 71 - 12059 7L- 12059,dwg, 5X BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A YALE CIRRUS 100C PASSAGE LOCK STEEL YALE CIRRUS 10CB PASSAGE LOCK STEEL KWIKSET TITAN PASSAGE LOCK STEEL BHI #902 PASSAGE LOCK STEEL B YALE 820 DEADBOLT STEEL YALE 83 DEADBOLT SIELL KWIKSET TITAN DEADBOLT STEEL BHI #200 DEADBOLT STEEL C 3/16° X 3 -1/4" ITW PFH CONCRETE SCREW STEEL G 2X REINFORCEMENT (CLEAR PINE) WOOD H 1/4" X 2 -3/4° ELCO PFH CONCRETE SREW STEEL J 1/4" X 3 -1/4" ITW PFH CONCRETE SREW STEEL K MASONRY CONCRETE L 2X BUCK WOOD M 1X BUCK WOOD N 1/4" X 3 -3/4" MN TAPCON SItit 1 HINGE & LATCH STILE EDGE COMPOSITE 2 HINGE & LATCH STILE REINFORCEMENT WOOD 3 TOP RAIL COMPOSITE 4 BOTTOM RAIL COMPOSITE 5 LOCK BLOCK WOOD 6 DOOR SKIN (0.079" THK.) PLATT PRO /NANYA Fy= 11,063 PSI .069" THK. FIBERGLASS & .010" THK. KEVLAR FG / KEVLAR 7 FOAM CORE POLYURETHANE 11 JAMB FINGER —JOINT —PINE SG = .42 OR BETTER WOOD 12 TRIM — 13 WEATHERSTRIP FOAM 19 #8 X 2 -1/2" PFH WOOD SCREW STEEL 23 #10 X 3/4" PFH SCREW STEEL 25 #10 X 2 -1/2" PFH WOOD SCREW STEEL 26 LATCH STRIKE PLATE STEEL 27 DEADBOLT STRIKE PLATE STEEL 28 4" HINGE STEEL 31 ODL LITE FRAME ALUMINUM 34 #10 X 1 -3/4" PFH SCREW STEEL 35 GLAZING COMPOUND REDI —SEAL BY ODL, POLYMERIC FOAM P /MERIC FOAM 36 STRUCTURAL SILICONE DOW #995 SILICONE 37 SCREW PLUG — 45 OUTSWING THRESHOLD BY DLP ALUM. /WOOD 46 POLY FIBER JAMB (PLASTPRO / NAN YA) POLY FIBER G1 1" THK. INSULATED LAMINATED GLASS INTERLAYER SAFLEX BY SOLUTIA 1/8" ANN. / 0.090" PVB / 1/8" ANN. — AIR — 1/8" TEMP. GLASS 1" OVERALL GLASS THK. 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER SAFLEX BY SOLUTIA 1/8" ANNEALED GLASS AIR SPACE 6--2,\ GLAZING DETAIL 1" THK. INSULATED GLASS 4.562" JAMB 1/8" TEMPERED GLASS 4.562" 46 POLY F1BER JAMB 45 OUTSWING THRESHOLD n 0 0 Tz a .142 ,�, N• ki q- ``- n m K 9 1s 0. p0 u, z 0 0 0 z me 1/27/09 WIZ N.T.S DW en Al. croc. er LFS DWOIMO NO., FL- 12059.1 sNEEr 5 OF 5 MIAMNDIADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, F134275 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. DESCRIPTION: Series "CA -740" Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Windows, Impact ", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant. 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. 08-0117.11 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 ' Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 www.miamidade.aov /oerat MIAMI DADS C • N TY APPROVED Z �v NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 05- 1129.11 and 03- 0611.02) 2. Drawing No. 7045 -8, titled "Aluminum Casement Windows, Impact ", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 2. along with marked-up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4607 and FTL -4608, dated 05/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1129.11) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3729, FTL -3587, FTL -3582 and FTL -3580, dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by manufacture, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08- 0117.11) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Re tory Affairs (PERA) E -1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteo 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 - Clear or colored Interlayer" dated 04 /21/11, expiring on 04/21/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, 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 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, independence, conformance and compliance with the Florida Building Code, dated 01/11/08, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 08- 0117.11) 5. Laboratory compliance letters for Test Reports No.'s FTL -4607 and FTL -4608, issued by Fenestration Testing Laboratory, Inc., dated 05/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1129.11) 6. Laboratory compliance letters for Test Reports No.'s FTL-3729, FTL -3587, FTL -3582 and FTL -3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0611.02) G. OTHERS 1. Notice of Acceptance No. 08- 0117.11, issued to PGT Industries for their Series "CA 740 Aluminum Casement Window - L.M.I." approved on 05/15/08 and expiring on 05/22/13. E--2 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5118° LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) CITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF X I O SOLUTIA OR DUPONT PVB. C. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) CITE OF 3116° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) CITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS AND (1)5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 6/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/3" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ®F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ®G. 13/16° I.G. GLASS COMPRISED OF (1) CITE OF 1/8° ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16"° LAMINATED GLASS COMPRISED OF (2) CITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. IN MIAMI -DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.® 2. CONFIGURATIONS: X XX X0 OX, XOX AND O X CONFIGURATIONS OPTIONS 0 0 X } 0 SIX X X 0 X UNEQUAL LITES 0 UNEQUAL CITES O UNEQUAL LITES 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 6. E. FOR ")0(" CONFIGURATIONS SEE SHEET 6. F. FOR °XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 144 "XOX" & °XO` OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "'COX, °XO" & "OX" CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & r ON EACH SIDE OF MEETING RAILS MAX 141/2° SPACING ON VENTS MAX. 13" SPACING ON FIXED CITES (2) ANCHORS 3° APART AT MID -SPAN ON FIXED CITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN ® SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 6. SHUTTER REQUIREMENT: NONE REQUIRED 8. NARROW JOINT SEALANT 15 USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL-3580, FTL- 3582, FTL-3587, FTL -3729, FTL4607 AND FTL -4808. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 PRODUCT MIMED �I� 5e°PlofMe NO 1--11 JC mud Bo FJC wmOF r.� m 99 ,ate 0 NO CHANGETH18SHEET ode 823105 ADD 78' HT., G8ASS TYPES FAND EL REVISE ANCHORAGE Oat" 15/%4111 Raab= EEC 2010 CODE CHANGE 8 317 RULE FJC X7/02 mew 1070 TEGOYOLOGYDRIVE 01(01A.9 FL 34278 P.O. 8QX 1529 NOKO 09. a 94974 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Mbty Better t t e"eaa CA-740 NTS I �1 a 13 e�e� 7045-8 E CO .1 ie.c/3 0� ,% 0 LYNN "t. ,to ..., 4s `• ,. ▪ * No. 58705 • •Z • 6W STATE OF/ i;••• do 1 ENo`` P.E038705 - A 1/8" ANNEALED OR --.090 PVB INTERLAYER HEAT STRENGTHENED -Piz.- GLASS 1/8" HEAT STRENGTHENED GLASS 30 .85° NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL y 3/8° AIR SPACE 1/8" HEATS GTHENED A OR TEMPERED GLASS 0 pill 0 ILEA 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS 0 NOTE PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED "l -�- 3/18° HEAT GLASS STRENGTHENED GLASS .65" NOM. GLASS BITE i 7/16° LAMINATED GLAZING DETAIL .65" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR PACE 1/8° ANNEAL: 4 OR A TEMPERED C LASS IN MIAMI -DADE ANY IG UNIT A INSTALLED OVER 30' MUST UPGRADE THE OUTBOARD L ITE TO TEMPERED. 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .66° NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL &on �s>h@FIw+m ss %Wing Code A+xe No 1 to 83 Ma 1: Rom I FK� gam 711803 R 0 NO CHANGE TN78SKEET Hand tlx FA: newer .LL Oft A6c 1B2UH lentokew lbtleione ADO 13Mrimam 1AB 7/187AAB8 CORRECT 6l18'IAM1DETAIL 30'Rt8E Dan ep Checked Its. Dew 16797222WNDI.00YORM mama FL 3078 P.O 80X 1843 AfOXOAB� FL 34274 P' T GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 6e"a"ae wee C.4-748 7045-8 E sre mse NT51 2 s 13 Daft Na * CENTERLINE 1 1/2" 1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL -\ TYP. (2) 13" MAX. O.C. ANCHOR LOCATION TYP. SEE MID-SPAN ANCHOR DETAIL TYP. (2) MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. r- DAYLIGHT OPENING 134" MAX. WIDTH DENOTES HINGE LOCATION AT HEAD & SILL OF "X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" I4" MAX. 141/2" MAX. O.C. TYP. 74° MAX. WIDTH" DAYLIGHT OPENING 53" MAX. 30" MAX. DAYLIGHT OPENING � DAYLIGHT OPENING OPENING ELEVATION "B" - °XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4° MAX. :<>{ . — X SEE MTING RAIL4DETAIL . (2) DAYLIGHT O89PENING ° - - MAX. 76' HEII 53" MAX. 30" MAX. DAYLIGHT OPENING � DAYLIGHT OPENING OPENING ELEVATION "B" - °XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4° MAX. 69" MAX DAYLIGHT OPENING 44 MAX —•-I 1-*- 37" MAX VENT TYP. 13" MAX. O.C. 60° MAX FIXED 76" MAX. HEIGHT I� --►�- 141/2" MAX O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) AX HT PRODUCTREV1S D as aomplyingwua Ore Florida Building Cada Amputee No _' 1 <Q ■I8 w"e9x Ds* RtMaree FJL 7/10/03 C ADD HOME LOCATION DETAILS F.IG F.K. 12117/02 arm VENDS lame op Pdx 1UIR/11 Wan 9n7"oes D firdsloss E CHANGE MAX HT. TO WAND MAIL DLO TO 99' NO CHAMP THIS SHEET amt CLeokaOaje 1070 TECHNOLOGY DRIVE NOKOMIS, R 54278 P.O. SOX 1529 NOKOL08 8.94274 1121GT Vt, * Baem, "Oc" & "COX° ELEVA77ONS m" ALUMINUM CASEMENT WINDOW, IMPACT CA-740 I NTS L 3 d 13 I �� 7046.8 ‘N`‘,AlYNN'M /(� r : No. 58705 LLI i1 ST TE • �: �iC [ORM!: A LW kW ,F P.E.# 58705 :</ / X1;> ' o 69" MAX DAYLIGHT OPENING 44 MAX —•-I 1-*- 37" MAX VENT TYP. 13" MAX. O.C. 60° MAX FIXED 76" MAX. HEIGHT I� --►�- 141/2" MAX O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) AX HT PRODUCTREV1S D as aomplyingwua Ore Florida Building Cada Amputee No _' 1 <Q ■I8 w"e9x Ds* RtMaree FJL 7/10/03 C ADD HOME LOCATION DETAILS F.IG F.K. 12117/02 arm VENDS lame op Pdx 1UIR/11 Wan 9n7"oes D firdsloss E CHANGE MAX HT. TO WAND MAIL DLO TO 99' NO CHAMP THIS SHEET amt CLeokaOaje 1070 TECHNOLOGY DRIVE NOKOMIS, R 54278 P.O. SOX 1529 NOKOL08 8.94274 1121GT Vt, * Baem, "Oc" & "COX° ELEVA77ONS m" ALUMINUM CASEMENT WINDOW, IMPACT CA-740 I NTS L 3 d 13 I �� 7046.8 ‘N`‘,AlYNN'M /(� r : No. 58705 LLI i1 ST TE • �: �iC [ORM!: A LW kW ,F P.E.# 58705 wn43F F1C DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 141/2° MAX. O.C. VENT HEAD & SILL ONLY 808 Doke 7 /10003 Dim 4024/11 ram 12/17/02 Fledgons 13" MAX. O.C. 4" MAX. 37° MAX. WIDTH 30" MAX. DAYLIGHT OP ING 69" MAX. DAYLIGHT OPENING 141/2" 4" MAX. —►I MAX. O.C. ELEVATION "D° - (SEE SHEET 5 FOR PRESSURES) A 76° MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. • 30" 5T MAX DAYLIGHT OPENING 97° MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 60" MAX. C MAX WIDTH 53" MA DAYLIGHT OPENING 13" MAX. — O.C. 4° MAX. O i® 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT 4" MAX. ELEVATION "E° -'O° (SEE SHEET 7 FOR PRESSURES) DAYLIGHT OPENING e•—■ \ i 1--1-13° 1 13° MAX. O.C. NOTE' "X" PANEL MAY SWING IN EITHER DIRECTION Y 69" MAX DAYLIGHT OPENING V r � 4° 4+ - \ _ / I- 1 13" MAX. O.C. 37" MAX. VE I 60° MAX. FIXED 76" MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "X0" & "Or UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) ADDMNGEDETAIL & HDYOELOCATIONNOTES lbattkow D E CHANGE MAX HT. TO78'AND AMC DLO TO B8' NO CHANCE THIS SHEET 10707ECCi0YOLCOYDRIVE NO OMIS FL 34273 P.O. 1529 FL 34274 rdr 'X "0", 'XO° & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT FA Sorbeadig CA.740 � seem NTS 4 d 13 7045 -8 E 58705 a* z. P.E.# 88708 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 A,.090,1/8"HS) B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1 /8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1/8 "HS) "X" WIDTH HEIGHT . 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEC POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -99.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -842 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75A 70.0 -72A 70.0 -69.9 69.9 -87.8 87.8 4662 66.2 - 85.0 65.0 463.7 83.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 '582 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 - 83.9 63.9 - 60.0 60.0 -58.5 58.5 - 5622 -53.4 53.4 -51.3 61.3 -49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 81.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50A 50.4 47.7 47.7 - 45.6 45.8 -43.9 43.9 -422 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 _ 70.0 -75.0 70.0 -85.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -452 45.2 -42.4 42.4 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 422 -39.7 39.7 B,E -75.0 70.0 -75.Q 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.d -67.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X° SIZES UP TO 32" WIDE x 72" HIGH -90.01 70.0 PRODUCTREVISEID es complying wbb Ms FlorWa BuUttleg Code TABLE 2A. 'X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /181HS) F.13/16" LAMI (1/8"A,AIR SPACE,7 /18" LAMI -W/ 3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 155.01 55.0 NOTES: ® X owttttrtiy7 1: FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1 /4 °.TAPCONS OR 1/4" S84 CRETE -FLEX ANCHORS. 2. IF INSTALUNG WITH #•12 SCREWS, DESIGN PRESSURE IS UMITED TO 69.8 P.S.F. ` `\\•.+°...** "k`i G S /1e �� .?•,/ •'•'k ` * . No. 58705 •�!' • to TE • . '.,0 ''' •.. FtoR�QA: 'C��.: '' / /SSi ONAUL ;% � A 41114,9.E P.ES 887071 MAW* mm Rs= nacwwaErrossx�r ra7orECHNroroaru�vE aat( P1.342Th P BCX 1ST A�1COA R 94¢74 +�'�T o PRESSURES- X CONFIG. WINDOWS Resid190 Flt We MO Bradshaw 0 aEVe3EANCHORSaaaa78"I IG frorrraN ALUMINUM CASEMENT WINDOW, IMPACT J.L 10/24H1 ReWeeme E AA CHANGE SHEET ft..* X 12h7/02 ae� THIS 7 rDC 1 Visibly Better eas»a�aee CA -740 I em" NTS meee I 5 0 13 m�ra I 7045 -8 I toe E COMPARATIVE ANALYSIS TABLE 3. "XX° WINDOWS TEST REPORTS: FTL -3582 X X GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XX" WIDTH HEIGHT 26 31 36 - 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEC POS NEC POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 - 67.5 87.5 67 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.8 - 85.2 65.2 -63.0 83.0 -60.8 60.8 -58.0 68.0 60 A -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 88.4 -83.9 63.9 - 60.0 60.0 -58.5 58.5 - 56.2 56.2 - 53.4 53.4 84 A -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 58.1 58.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 88 A -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -80.4 60.4 - 54.3 54.3 -51.1 51.1 •47.9 47.9 - 44.8 44.8 -422 42.2 - 39.7 39.7 74 A -76.0 70.0 -75.0 70.0 -73.7 70.0 - 87.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 48.4 - 43.5 43.5 -41.1 41.1 - 38.8 38.8 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1 /8"HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-76.01 70.0 TABLE 5. "XX° WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7116" LAMI (3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 PROM= REVISED IIo " ' ' 4.I . TABLE 5A. 'XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16°HS) F.13116" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3116"HS) _ _ �r f ___� ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 1 S FOR IN ALLATIONS WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS. DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. `�'.o .,,{ LYNN 4 //1 ■IN `'. �$', ..- �iGENSF ••.'43 ' * • No. 58705 • .-p �` ....13 O •.• A P. ;',.. •.,rcoa�oP. ' �P� • ,'s ss •-•• �CP„ 'ii,�`O'NA1.'C AI LW, I".E. RES 68708 ameF Me Ram" - :070TECpNOLOGYVOWS NOXOABS. FL SJ27B Pa teas _ �- uev�s PRESSURES - )O( CONFIG. WINDOWS T� ALUMINUM CASEMENT WINDOW, IMPACT R�,Ox FX De BOSIN Mellow D AEVISEANCHlORS &ADD TABLES 78'NEOWOPTION Raul* Ds* f Wakes E NO nroraiAnrosTtasB►rEET .L.L RK per (7/17,82 CEa¢aols,c I FL 34274 � Bst� CA-740 I but NTS aa..e I 8 d 13 Onaftlo I 7045-8 �e I E COMPARATIVE ANALYSIS TABLE 8. &1/4-1/2-1/4 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL 3729, FTL -4807, FTL -4608 GLAZING OPTIONS: A. 5118° LAMI (18 °A,.080.1/8°HS) B. 6/16" LAMI (1I8°HS,.090.1/8°HS) C. 7/18° LAMI (3/18°A,.090,3/16°HS) E. 13/16" LAMI (18"HS,3/8° SPACE,6118" LAMI -W/ 18°H3,.090,18"HS) F.13/16° LAMI (1/5.A,AIR SPACE, 7 /16" LAMI -W/ 3/18°A,.090,3118°HS) HEIGHT WIDTHS °O° XOX° A 38 72 28 31 36 38318 43 48 60 63 67 72 76 NEG POS NEG -76.0 70.0 -76.0 POS 70.0 NEG POS -78.0 70.0 NEG -70.4 POS 70.0 NEG -60.4 POS 60.4 NEG -64.3 POS 84.3 NEG POS NEG -51.1 51.1 NEG POS 44.8 NEG -42.2 POS 42.2 NEG -39.7 POS 39.7 NEGIPOS B,E -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0' 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 37 74 A -76.0 70.0 -75.0 70.0 -73.7 70.0 .87.9 87.9 -59.0 59.0 -52.8 70.0 -90.0 49.9 -46.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -43.5 43,5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -75.0 70.0 70.0 453.01 55.0, 3912 79 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -76.0 70.0 -78.0 70.0 -87.8 67.8 -82.1 821 -65.7 65.7 -49.8 49.8 -48.9 43.8 -41.1 41.1 -38.6 70.0 38.6 -90.0 70.0 -8551 55.0 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 70.0 70.0 -76.0 70.0 70.0 C,F -90.0 70.0 -90.0 42 84 A -75.0 70.0 -75.0 70.0 '70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -82.4 62.4 -58.4 58.4 -63.3 83.3 -88.4 58.4 -53.4 70.0 -90.0 -90.0 70.0 -87.4 70.0 -50.0 60.0 -46.9 46.9 44.3 70.0 -5551 55.0 41.9 B,E -75.0 70.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 -75.0 70.0 70.0 45 90 C,F A -90.0 70.0 -75.0 70.0 -90.0 -70.3 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -58.0 58.0 -64.8 54.6 -59.3 70.0 69.3 -90.0 -53.8 70.0 -90.0 70.0 -90.0 70.0 53.8 47.5 -84.6 -44.7 70.0 -79.7 70.0 -75.8 70.0 -55.01 655 -55.01 555 44.7 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -76A 70.0 70.0 -76.0 70.0 -75.0 -76.0 70.0 70.0 48 98 C,F.. A -90.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0 -90.0 70.0 -882 70.0 -81.8 -78.0 70.0 -85.0 68.0 -54.3 54.3 -51.1 51.1 -55.1 65.1 -81.4 .48.8 -45.3 70.0 -78.9 -42.8 70.0 -72.4 70.0 69.2 -5551 E55 -40.4 40.4 38.4 B,E -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -88.0 70.0 70.0 -75.0 6012 101 A -76.0 70.0 -80.8 60.8 -61.3 51.3 -48.3 48.3 -62.7 52.7 -48.7 48.7 48.9 70.0 -70.7 70.0 -87.3 67.3 -55.01 55.0 -6321 532 -41.3 41.3 -39.2 392 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -74.3 70.0 631/8 108 38 C,F A -90.0 70.0 76.0 70.0 -90.0 -587 70.0 58.7 -80.0 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 -78.7 70.0 -70.3 70.0 -48.7 48.7 -45.4 48.4 -50.0 50.0 -48.1 48.1 -442 44.2 -422 422 -68.8 -40.1 40.1 -38.0 362 13,E -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -78.0 70.0 -76.0 70.0 -75.0 70.0 70.0 70.0 -78.0 70.0 -72.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.8 70.0 -78.4 70.0 84 108 A -75.0 70,0 -582 58.2 -47.9 47.9 44.6 44.5 -49.1 49.1 -45.3 45.3 -71.1 70.0 43.4 68.5 -83.0 63.0 -60.0 60.0 -57.3 67.3 -37.6 37.8 -35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 5512 111 C,F A -90.0 70.0 -90.0 70.0 -80.0 70.0 -76.0 70.0 -67.1 67.1 -48.4 48.4 -90.0 -43.3 70.0 -88.8 70.0 -76.0 70.0 -70.1 70.0 -85.4 43.3 -47.6 47.5 -43.9 -42.2 42.2 -40.8 40.8 -61.8 -39.1 61.8 39.1 -37.2 69.1 -58.4 -52.81 52.8 -48.4148.4 -35.4 35.4 B,E -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 67 114 C,F A -90.0 70.0 -75.0 70.0 -90.0 -68.2 70.0 552 -00.0 -44.8 70.0 44.8 -90.0 -42.1 70.0 42.1 -84.3 -462 70.0 482 -72.6 42.5 70.0 -68.4 -412 412 -75.0 70.0 -74.3 70.0 -70.8 70.0 39.8 -60.1 60.1 38.5 -67.5 57.5 -54.8 -34.8 54.8 34.8 -46.8146.8 B,E -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 70.0 70.0 -73.3 70.0 69.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 5812 117 A -74.2 70.0 -65.0 65.0 -43.4 43.4 -90.0 -40.9 70.0 -81.8 70.0 -70.7 70.0 40.9 -44.8 44.8 -41.3 41.3 -61.8 -38.7 -58.7 58.7 -55.9 55.9 -532 532 -4521462 37.6 -36.1 -342 342 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -72.2 70.0 C,F -90.0 70.0 -90.0 80 120 A -72.9 70.0 -53.4 70.0 53.4 -90.0 70.0 -90.0 70.0 -79.4 70.0 -59.0 69.0 84.9 -80.4 -42.2 42.2 -39.7 39.7 43.6 43.5 -40.4 40.4 -39.2 39.2 60.4 57.3 -54.5 54.5 35.5 68.4 -41.7141.7 33.7 B,E C,F -75.0 70.0 -76.0 70.0 -76.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.0 -90.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 -77.1 70.0 -67.3 67.3 -59.1 59.1 -55.9 -53.0 53.0 -50.0 50.0 -40.8140.8 TABLE 7. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/18" LAW (3/161-15,.090,31181-18) TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1I,V. 564 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 4 2 PRODUCT REVISED as complying with Mel:lands Building Cede Aavigance No Rovaaex FJC new 7/10/00 0 NO CHANGE THIS SHEET Bawler FJC nor 88385 Ralskez 0 ORANGE ANCHORS AND ADD 76' HT. OPTION 1.4 1024/11 E NO CHANGE 7H1S SHEET eF mx ouc FJC 12/17/02 1070 TECHNOLOGY DRIVE 140140b2B FL 34273 P.O. BQX 1529 NOICONIA FL 34274 ALUMINUM CASEMENT WINDOW, IMPACT 1018/1&04, reortv Rut OA-740 NTS 7 13 COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8A,.090,18 "HS) °X0" WIDTH °X0X" WIDTH HEIGHT 26 31 38 38 38 43 48 50 518 54 57 80 83 NEG POS NEG POS NEC POS NEG POS NEC POS NEC POS NEE) POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 5318 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 ' -75.0 70.0 - 75.0 70.0 -75.0 ' 70.0 '45.0 70.0 ' -72.1 70.0 - 89.5 69.5 -87.5 87.5 58 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -71.9 70.0 - 87.7 87.7 - 84.9 84.9 - 82.7 82.7 -80.4 80.4 60 90 A - 75.0 70.0 -75.0 70.0 -75.0 " 70.0 -75.0 70.0 -75.0 70.0 - 88.4 88.4 - 83.9 83.9 - 80.0 80.0 - 58.5 58.5 - 582 58.2 -53.4 53.4 84 98 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 81.8 -58.9 58.9 - 58.1 68.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 87.333 101 A -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 - 88.4 88.4 -58.2 58.2 - 55.6 55.8 -52.8 52.6 -49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 108 38 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 - 55.1 55.1 -51.9 61.9 -48.9 48.9 -46.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -76.0 70.0 -70.4 70.0 - 80.4 80.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 - 39.7 39.7 74 111 A 75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 48.4 48.4 - 43.5 43.5 -41.1 41.1 - 38.8 38.6 TABLE 9. "XO" or "OX" & "1/3- 113 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5116" LAMI (18"HS,.090,1 /8 "HS) E. 13/16" LAMI (18 "HS,38° SPACE,5/16" LAMI -W/ 18"HS,.090,18 °HS) ALL "XO" OR °OX" SIZES UP TO 74° WIDE x 83° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 83" HIGH I - 75.0170.0 TABLE 1'0. "XO° or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/18" LAMI (3/18A,.090,3/16 "HS) ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 83" HIGH AND ALL "1/3- 1/3 -1/3 XOX° SIZES UP TO 111° WIDE x 63° HIGH 1-90.01 70.0 1 3 X 1 3 0 1 3 X X O O X TABLE 10A. "X0° or "OX° & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3/18 "A,.090,3116"HS) F.13116° LAMI (18 "A,AIR SPACE .7 /16" LAMI -W/ 3/18"A,.090,3118 "HS) ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 78" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 78° HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.8 P.S.F. F.IG Op our 7HOSD Rerilaar C NO CHANGE THIS SHEET FMK e" Orbs D CHANGE ANCHORS AR® ADD 76' HEIGHT OPTION Raj aetie 1E12441 Itsgskart E NO CHANGE THIS SHEET Orem F.K 7/02 C6eate"ey Cala 1070 TECHNOLOGY DRIVE NOKOAOS, FL S4170 P.O. BQX 182S NOKOMIS, R.34274 iT V!&bly Better PRESSURES -XO, OX, & 1/3-1/3-1/3 XOX WINDOWS mr ALUMINUM CASEMENT WINDOW, IMPACT SertAbie CA-740 NTS 18 d 13 Ism 70468 I E PRODUCT REVISED as somplying wU6lha Monde Buldiog Coda Acceptance No - 1 • 18 Miami Dan . ,,. * No. 58705 STATE 0 ,to "/, 'ONAL E4.•`` alyk41.04!PE P.Efi6B70S COMPARATIVE ANALYSIS TABLE 11. "XO° or "OX' & "XOX° UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL3729. FTL -4807. FTL -4808 GLAZING OPTIONS: A. 6118" LAMI (1/8"A,.090,1/8°HS) B. 5/18° LAMI (1/8"H8,.090,1/8"HS) C. 7/18° LAMI (3/18"A,.090,3/18°HS) E. 13/18" LAMI (1/8"HS,3/8" SPACE, 6 /18" LAMI -W/ 1/e"HS,.090,1/8"HS) F. 13/18° LAMI (1/8"A,A?R SPACE,7 /18" LAMMW/ 3/18"A,.090,3118°HS) HEIGHT WIDTHS "(OX" VENT FIXED 28 36 383/8 43 48 50518 54 57 so 87 72 NEG POS NEG POS NEG PDS 89284 19.125 31.014 A -75.0 70.0 -75.0 70.0 76.0 70.0 NEG -74.1 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG FOS NEGIPOS NEGIPOS NEGIPOS 70.0 -64.9 84.9 -60.8 60.8 58.1 -58.1 53.3 -50.5 50.5 9,E -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 88.919 24 38.919 A -75.0 70.0 -89.1 69.1 -63.4 70.0 -83.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -58.5 58.5 -50.4 50.4 -47.5 47.5 -44.1 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -41.8 41.6 -39.2 39.2 -38.9 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.01 55.0 45.01 ss.o 95.973 27 -75.0 70.0 -60.5 60.5 -57.2 57.2 -82.1 52.1 -55.2 55.2 -52.6 52.8 -49.1 49.1 48.2 -43.8 43.8 41.1 42.973 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 108.849 30 48.649 A -76.0 70.0 -90.0 -53.8 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -772 70.0 -73.1 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 53.5 -50.4 50.4 -54.5 54.8 -80.7 50.7 -48.2 482 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 B,E -76.0 70.0 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 70.0 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 115.862 32 61.892 -76.0 70.0 -49.9 49.9 -48.8 48.8 -51.3 70.0 51.3 -84.7 70.0 -79.5 70.0 70.0 89.7 -86.3 88.3 -55.01 55.0 -52.21 522 -47.4 47.4 -45.6 45.6 -42.7 42.7 -40.7 40.7 -38.8 38.8 -38.8 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -73.2 70.0 122 33.887 64.627 C,F A -90.0 -76.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -81.4 -58.8 58.8 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -71.4 70.0 123.135 34 55.135 C,F A -90.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -89.4 89.4 -84.7 84.7 -81.0 61.0 -58.4 -55.7 55.7 -47.71 47.7 -44.81 44.6 70.0 -48.8 46.8 -43.6 43.8 .47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -71.0 70.0 128.000 34.791 58.418 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 88.8 84.1 -80.5 80.5 -57.9 -76.0 70.0 -45.6 45.5 -42.6 42.8 -48.7 48.7 -43.1 43.1 -41.6 41.8 -40.2 40.2 -38.7 38.7 -38.9 67.9 -55.2 4721 47.2 -35.0 36.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F A -90.0 -74.4 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -87.3 67.3 -82.5 62.5 -59.2 59.2 -58.5 -53.8 40.11 so.1 130 35.898 68209 70.0 -43.8 43.8 -41.2 41.2 -45.1 46.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 38.2 -34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -72.4 70.0 -88.6 C,F -90.0 70.0 -80.0 70.0 -90.0 70.0 130.378 38 A -74.3 70.0 -43.6 43.5 -41.0 41.0 -79.8 -45.0 70.0 45.0 -89.3 -41.4 89.3 -85.3 41.4 -40.3 85.3 40.3 -80.8 -38.8 38.8 -57.8 57.6 54.7 51.9 -4111 48.1 -43.91 43.9 41.91 41.9 37.6 -36.1 38.1 34.3 58.378 B,E -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -72.3 70.0 88.5 C,F A -90.0 -72.9 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 -69.1 89.1 -85.1 85.1 -60.5 -57.4 -54.8 81.7 48.01 48.0 43.81 43.8 41.81 41.8 134 37 60 70.0 -42.2 42.2 -39.7 39.7 -43.6 43.6 -40.4 40.4 392 39.2 -37.7 37.7 -38.7 38.7 -35.5 35.5 33.7 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -71.0 70.0 -87.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 87.3 -83.3 63.3 -69.1 59.1 55.9 -53.0 -50.0 48.31 48.3 40.81 40.8 "XO° & "Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT VVIDTH AND THE FIXED WIDTH. TABLE 12. TEST REPORT: FTL-3580 ALL 110X" SMES UP TO 134" WIDE x 63" HIGH VVITH 37" MAK VENT WIDTH AND 60* MAX. FIXED WIDTH AND ALL /CO° or "OW SIZES UP TO 97° WIDE x 63" HIGH WITH 37- MAX. VENT MTH AND 60" MAX. FIXED WIDTH 70.0 TABLE 12A. "XO" or "OX" & 110X" UNEQUAL UTE WINDOWS TEST REPORTS: FTL-3580, FTL-44:107, FTL4808 ALL °MX° &MS 11P TO 134" WIDE x 76" HIGH WITH 37" MAX VENT WIDTH AND 80' MAX. FIXED VYIDTH AND ALL "XO" or "OX° SIZES UP TO 97" WIDE x 76° HIGH WITH 37' MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELC01/4" TAPCONS OR A 1/4,' SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH 912 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.8 P.S.F. F,K 0 UNEQUAL LITES 0 UNEQUAL LJTES 0 UNEQUAL UTES Qat MOMS O NDGL4NGE THIS SHEET Form ejt, F.K O0 823@B RmLba D CHANGE ANCHORS AND ADD 717 HEIGHT OPTION Oats 102Y11 E NO CHANGE MIS SHEET m.."etir FJG mac 12/17/72 inootning 0°ee 1070 TECMVOWOGYDRIVE NONOM73, F134274 F.O BOX NMI NOKOMIS, FL 34274 PRESSURES- UNEQUAL CONFIG. X0, OX & XOX ALUMINUM CASEMENT WINDOVV, IMPACT PRODUCT RHYMED as complying with thoFlortda Building Code Amnion= No Product Control Oft 0 II P.Etit 88708 ev REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE'XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11® l MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX fREFERENCE (" FRAME W ASSEMBLY DETAIL, SHEET 11 A MAX. VENT I DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SE HT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT i� VERTICAL SECTION FIXED UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCTREVISBD ffi complying with BieFIm100 A Building -' 11 reawes FJC Data MOM Rrokkelic C SHOW 70P HINGE meow FJC Data CHO SHT. NO. REF. AND ADD NEMBO .La mC 10//14111 NO CHANGE 71113 SKEET en DED em: 0a.me>; max FJC 17H7/O2 10707.CSYDRIVE FL 31876 P1 2 FL 34D4 BGT YLt1L1y Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT a"wtat ers 0.4740 I NTS 110 • 13 en"t"t". atm 7045.8 E I A 11t7 4, FRAME ASSEMBLY TUBE, MATL: 6083 -T8 "X° FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 8083 -T6 "X° FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN "0" FRAME JAMB "XO" & °XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL .095" CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 A I I 2.854" 2.8 .062" 1 NOM. 1.159° -•- 2.139° --.I SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544" .062° NOM. 2.784° 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 8063 -T6 DWG# 7005A ,062" NOM. 2.919" L-2.784" FRAME HEAD, SILL, JAMB MATL: 6083 -T8 DWG# 7002A F.KF.X. lair 7/11003 Rastskas AID MANGE 72119 SHEET RlMdag F.iC Otter RaWloor ADD 1TEA189 Rawl* JJ. ea seete F.1C DEW 1l2 4' 1 Dsfx 12,17l02 Rrvkkor E NO CHANGE 7108 SHEET ae."eaex 10707EOHNQLOOYDRAM NOKOM33 FL 34278 p.a BQX 1820 NQXOMIS F134274 Pi Visibly Bawer EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Settsedahlt CA -740 I NTS I11 a 13 1 Oradaplim 7046 -8 PRODUCT REVISED as complying with 1110 Fignifla Building code Aoceptauco No •- -. efi . P,°avm .77r,rt ` \t1tt tltt,1/ %O. IV LYNN M/�'7,i �tcENSF • :�•p * No. 88705 - • ��S;S�OP1Al. E?G��• aL*btdel.. de P. @.088708 PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAN FRAME - HEAD, SBd. & JAMBS 2 1155 781PQA #8 X I QUAD PH SMS 3 7008 70834A FRAME CORNER ICEY 4 7003A 1/1°X17PXU8" CLOSED-CELL FOAM TAPE 5 7003A 781PQA SASH -TOP, BOTTOM & SIDE RAILS 6 1155 78IPQA #8 X I QUAD PH MS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16° MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3/16118 GLASS WITH AN.090 INTERLAYER - SOLL TIA OR DUPONT PVB 88 010-24 X .562 PH. PN. TYPE P 12 7014 3/16133 & 3/16133 GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (R.1L & L H.) 13 1157 78X78PPSMS 08 X .873 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKNOPLATE 20 #8-32 X 375 PH. PN. TYPE B 21 7032 STUD BRACKET (LH. & R.H.) 22 7858ZA 08 X 5B" FLT. PHI. SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 12° HINGE (HEAVY DUTY) 26 710x12FP #I0X.50D PH. PHL. 30 5/16" LAMINATED (1/8A & 1/8113 GLASS) .090INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16° LAMINATED (1/8113 & 1/8HS GLASS) .0901N1BRLAYER - SOLUTIA OR DUPONT PVB 32 7/16° LAMINATED (3/16A & 3/16133 GLASS) .090 NTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16° LAMINATED (3/16H8 & 3/I6H8 CLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 OLAZNG BEAD (5/16°) 41 7042 GLAZING BEAD (7/16') 43 1224 6TP247 VINYL BULB WSTP(IHCK) 44 SILICONE • DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 30 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B 08 X .500 SQ. PN. TEK EMS 67 7004A 67004 CASEMENT FRAME ASSY. TUBE 68 712XIPPT #12 X 1" Pit PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # POT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 73 70834A 08 X .750 QUAD PN SMS 80 7003A FRIED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA 08 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16• LG.) 86 13/16° LG. GLASS (18°11S, MR SPACE, 5/16°IAMI) 3/16° IAM1 ° (2) I PIES OF 1/8°HS GLASS WITH AN.090 INIBRLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS 1/8°HS, AIR SPACE, 1 /16°IAMI) 7/16° I.AMI 3/16A & 3/16118 GLASS WITH AN.090 INTERLAYER - SOLL TIA OR DUPONT PVB 88 13/16° LG. GIASS(1/8°HS, AIR SPACE, 7 /16•LAMI) 7/16° LAMI ° 3/16133 & 3/16133 GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .708° —r--1 1 .050° _.•- a .865° 0 6/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" I .050" 1 41 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040° 1.000° .423" CI CASEMENT SCREEN FRAME MAIL: 6083 -T6 DWG# 7006 3° 0" .177 .870° 8701 0500 I-- .569° O13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 1.124° -'— r -� .125° .093" —I CI CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 1 PRODUCT ADVISED Bnl ��evd16OroFlorFda 2.701'^° N° 1`O.% KM sew MOM Restslorm NO MANGE THEAENEET ess se JJ. B4 10104/11 0 E ADD EDUN. TO OEM 44, =CONE AND ADD HENS 87, BB AND B9 NO CHANGE TM SHEET owes?: EX X7/02 a�aWdBx O de 1070 TE17HNOLOG1'DRIVE NOKOMI FL Si878 P.O. BOXWM NOX01 0 FL 34274 PST Vlat&ly Better PARTS LIST & EXTRUSIONS em ALUMINUM CASEMENT WINDOW, IMPACT °"ea"me 04-740 I NTS 12 a 13 I �� 7045-8 I E Mind Dale P 3 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r— ®SEE NOTE 2 11LiJ(1 1 1/2° MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -J ASEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM-1 F_ A SEE NOTE 2 I I ®E NOTE 4 �!1�Itp4• .a• 1 1/4° MIN. EE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK SEE NOTE 4 OPERABLE UNIT FRAME TO•CONCRETE A 1x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM —] ASEE NOTE 1 SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 illiMt11!..111101,1 11111,:111101, 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2°. SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4° ELCO TAPCONS OR 1/4° ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. max FJC FJC sex 1.4 ammo nas /110103 vat Rsxklar C NOCHANCE MS SHEET 0 REVISE NOTESANO REMOVE 3H8• TAPCONS a 014 SCREWS tax 1a24/11 12/17/02 Rakkas E aa.ea4ay NO CHANGE 111113 SHEET ata 1070 7ECHN0LOGVDRIVE NONONE4 FL 34276 P.LLBQX no NOKOMW, FL 34274 .PST Visibly Batter ANCHORAGE DETAILS nk ALUMINUM CASEMENT WINDOW, IMPACT E I NTS 13 a 13 Icnemuw 7045-8 E PRODUCT REVISED as complying with utommids Accept nceNo 4111' . �i - _�f f/ Sy C_. LYNa11JII,�' N 4 / t / ',/ * 4 No. 58705 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 -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. DESCRIPTION: Series "HR -710" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, B-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3152599 www.miamidade.aov /pera/ WADE COUNTY APPROVED NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT 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- 0405.0. 2. Drawing No. 4127 -10, titled "Alum. 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. 13. 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 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 -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 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 203 -94 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. 06-0405.06) E -1 Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 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 10/25/11, 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 61G15-27.001 of the F.B.P.E., dated 10/07/11 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) Jaime D. Gascon, P. E. 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, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5116" LAN CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 518" 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 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 718" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 6.13/16' LAMI 16: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8° AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 6/16" 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. 1.13/16" LAMI IG: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. .1.13/18" LAMI 1G: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN. ),GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16" LAMI 1G: (1) LITE OF 1/8" OR 3/18° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4 "AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXMEEPSAFE 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. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -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. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY A ^ 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. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS.. 2 DESIGN PRESSURES 3 ELEVATIONS... ........ 4 VERT. SECTIONS 5 HORIZ. SECTIONS5 PARTS UST 6 EXTRUSIONS. 7 CORNER DETAIL..... »5 ANCHORAGE 8 -11 Rated Sp 1.4 rhea 10117/11 ewwc FED 2010 CODE CHANGE ResvdOp J.R. 8(ZW11 linealem D ADDED /S CAP TO BE TEMPERED /J +SOFT NOTE itovl48p FJG arm 448/07 2118/08 0 J.J. ADDFT1 -5330 TO NOTES 7aCHO NOIE87OCURRENTEDIT. Datva 323/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.D. BOX 1829 NOKOMIS, P1.34274 I�rT VtswFy Better GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Draft*. itre 4127-10 I E SaLaSkdet Sada NTS 1 a 11 HRT10 PRODUCT REVISED as complying with Om Florida HnildlUB Colo Accepts= No `° 1 t ; .:„ !.If271fr ).r.::._ _4..J.— YNN N..titt.t II 1114/ OeNSF * i ND. 58705 a. iT OF A. LYNNtME 8R. P.E P.E.9 887708 1/2" NOM. GLASS BITE i]lt 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5116" NOM. 5/16" LAMINATED GLASS 21 1/20 NOM. GLASS BITE EXTERIOR INTERIOR [� (ALL SECTIONS) 3/16 "ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16° LAMINATED 5/16° OR 3/8" AIR SPACE 1/8 OR 3/16" ANNEALED OR TEMPERED GLASS /\ 13/16° NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4° AIR SPACE 1/8" or 3/16" ANNEALED OR TEMPERED GLASS Qp 13116" NOM. 13/16" LAMI 1G GLASS W/ 7/16" LAMI /\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 TO REMAIN UNCHANGED. Roma* J.J. Rue 1011711f Rematmc NO CHANGE THIS SHEET Rema4e J.R. POI BP10 /11 Renfabar FJCB` yew 4/15/07 Refoiter ADDED 10 CAP TO BE TEMPERED +95FTNOTE NO CHANGE THIS SHEET amen JC Lida 1128105 mmemtr: J.J. 9123/08 1070 TECHNOLOGY DRIVE NOKOMIS. H.34278 P.O. BOX 1629 NOKOMIS. FL 3=4 PGT Visibly. Barter GLAZJNG DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 115710 Full ! 2 .1 11 4127-10 I E PRODUCT REVISED as complying with tho Florida Bapolog Coda No ,paw f.I`7/ Miami Dada Product ``\��‘,611111111/i/o M/ , �1,, ..•�GFNSE •' Q %. * No. 0705 0. LYNNt:1ILLEN, P.E. P.EA88706 TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) A FOR INSTALLATION IN THE HVHZ ABOVE 30 LT ALL HA.ZET G - LSHALLHAVEA TEMPEREDLG.GLASS CAP. BOTH DP AND AN HOR E QUANTITY REMAIN UNCHANGED. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +50.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -80.0 96" 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 -56.2 106 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 -52.3 108" 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 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 '-60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (113,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,1 +60.0 -60.0 TO 86 7/16" D,E F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 518" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 PRODUCT REVISED as complying with the Mo & Building �ro •Qe(1. D:,,. sue,# -.1I ., I� �� .T � 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (COX), FTL -4859 (OX & XO) AND FTL -5330 : ��, ,udCantro A Iacdepm "I,,,,,, A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1 /8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI -3/16" H8, .090, 3/16" HS) ( ) G. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1 /8 "A) H. 13/16" LAMI IG -118" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1 /8 "HS) I. 13/16" LAMI 1G -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,118"HS) J. 13/16" LAMI IG -1/8" OR 3116 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1 /8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16"A, .090, 3 /16"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, 3/16"HS) `tt,tiI" `.`�sp�� -' SF 1kF,p''.,- `-. Q�:' • %. _ • is :' 00. 587°5 - 0'= 05 w= ' -o ', p yt I �1'ti LU �.c , STATE o r O P:' %..... .ogao.• .�!` �'t..,s'/tS�,,'I�O.N k\- 0 A Ll'P6V,wusK P.E P.ee 58705 ne"aan .1.1 cut 10117111 15250., E NOCNANQET19S8HEE1' 1076 TECHNOLOGY DRIVE NOKOMIOLOGYDR P.0.1392 1529 NOKOMIS. FL 34274 P Ir. �'^� O DESIGN PRESSURES rr. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R en JJi P50 MOM R.rvmt D ADDED 10 CAP TO BETEMPFRED� +SOFTN07E x� C ADD UYTEGRAL FIN OPRON B UPDATE A8TME1900020Pe Omen RK O 5' z aI0s a "`ZI7 6 . Taws 9/.3/06 [!(g & Berger N4..NOCR ►111710 NTS I I 3 a 11 I � 4127 -10 I E 27 3/8" MAX DLO VENT 8 54 5/18° MAX. DLO FIXED O MID. MOM DL Fl LI 110 MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2 -1/4) 27 3/8° MAX. DLO VENT B B 1- DLO FIXED ..-_ DLO VENT C1 'YCylj �.t4 ALL 62" I.F. FRAME ALL CONFIG. / 63" M FLAN FRA AU CONF MAX. i A 3/8" AX. 3 ALL KE XED TES / O ,,, / X 1 A 56° MAX. DLO VENTS I ..— ..a C - WIDTH IF. ---• -I 73° MAX. FRAME 74" MAX WIDTH FLANGE FRAME - DETAIL A - OX OR XO 3E qE IG. 27 3/8" MAX. DLO FIXED 7 f D D p7O• pia l 85 7/18° MAX. WIDTH I.F. FRAME --+1 x--86 7/18° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) 8 90/17111 810119 4/9607 kriskar E 14ni me D C. NO CHANGE THIS SHEET NO CHANGE THIS SHEET FJC ado 1!28/06 armi day: J.J. OAe 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.O. SQX 1628 NOKOMIS. FL34274 ELEVATIONS ALUAL HORIZONTAL ROLLER WINDOW, IMPACT 0.P.P WR mYU N.e! amtvaB. rte HMO NTS 4 a 11 I 4127 -10 1 E PRODUCT REVISED us complying with tlm Pludda Building Dodo Ann:VanceNo 4. Q4" INTERIOR MAX. VENT DLO EXTERIOR �— MAX. FIXED DLO —►1 MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME INTERIOR 1-*-- MAX. FIXED DLO — 1 MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR SECTION C-C SILL INTERIOR (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, I.F. FRAME) maw 41 JJ. Dew 10/17/11 Rwmber E NO CHANGE THIS SHEET Rmgayt J.R. Ada B/20P11 RoDme NO CHANGE THIS SHEET Rd FJ( Oda 4/16/07 Rartama C ADD INTEGRAL FIN FRAME, ITEMS 41.42AND 43 AND VIEWS. emFa C araueex J.J. 3P1S/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 3U75 P.O. BOX 1525 NOKOMIS. FL 34274 POT 7,ibb Better SECT1ONS 1t r ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Half 5 a 11 I 4127-10 Reg E PRODUCT REVISED as complying with Um Florida Huilding Coda Acceptance No Ex Miami Dada Product Control \‘• ,A.1ILYN14. /// • * * No. 56705 1X 'LIJ 1:1• 30 '• •. FLORIOP:' �" SSI��N1�A�I- ' \\ A. LYFAI IdIR6R. P.& PFA 55255 DWCN DESCRIPTION MATL 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237' 2 4025 3 SASH STOP (STD.) (ANTI LIFT CUP) #8X3/4 PIS. PAN HEAD 6063 •T5 AL 612244 7834AA 4 4053 SASH STOP COVER SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER 6063 -T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 641100 17 4054 B FIXED MEETING RAIL 6063RD -T6 AL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP,.250 X 270 BACK, FIN SEAL 61683G 225 -1 ROLLER HOUSING& GUIDE 42112HD 24 29 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETING RAIL 6063HS -T6 AL 64006 33 1235 WSTP,.170 X.270 BACK, FIN SEAL 67316G 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X.625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP.,.250 X 270 BACK, FIN SEAL 616830 39 7070 BULB W EATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078 "C° L OR R 41 4139 LF. FRAME HEAD 6063 -T6 AL 64139 42 4140 LF. FRAME SILL 6063 -T6 AL 64140 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD - 5/16" 6063 -T5 AL 6403913 54 4044 GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 55 4222 A QAZINGBEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRILL KTT 6063 -T5 AL 6985 59 60 4067 GLAZING BEAD - 13/16° 6063 -T5 AL 64067 GLASS, 5/16" LAMI (1/8° A, .090 PVB, 1/8" A) 61 a 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 5/16° LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 7/16° LAMI (3/16" A, .090 PVB, 3/16" A) 64 7/16" IAMI (3/16° A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16° HS) 1T1!MV1 DWC#I REV+ DESCRIPTION 1 MAIL • 1 PGT# fib GLASS, 13/16° LAMI IG•I /8"A IN.) 3/8 "AIR SPACE, 5/16° LAMI (1/8"A, .090 PVB, 1/8"A) 67 _ 13/16° LAMI 10 -1 /8"A (MIN.), 3/8" AIR SPACE, 5/16" lAMI (1/8"A, .090 PV13, vs. ms) 68 13/16" LAMI IG•U8°A ovum), me AIRSPACE 5/16° LAMI (1 /8°HS,.09OPVB, U8"IiS) 69 13/16" LAMI 1G•3/16"A (MIN.), 5/16° AIR SPACE, 5/16" LAMI (U8"A, .090 PVI3,118'A) 70 ° 13/16" LAMI IO.3116"A ( MIN.), 5/16° AIRSPACE, 5/160 LAMI (1 /8 "A, .090 PVB, 1/8"HS) 71 " 13/16° LAMI IG- 3/16 °A (MIN.), 5/16" AIRSPACE, 5/16° LAMI (1 /8"HS, .090 PVB,1/8°HS) 72 " 13/16° LAMI 1O 1/8"A (MIN.), 1/4" AIR SPA 7/16° 1AM1(3 /16"A, .090 PVB, 3/16"A) 73 " 13/16" LAM11G•1 /8°A (MIN.), 1/4" AIRSPACE, 7/16" LAME (3/16"A, .090 PVB, 3/16"HS) 74 " 13/16" LAMI 1G•1/8°A (MIN.), 1/4° AIR SPACE, 7/16" LAMI (3 /16"11S, .090 PVB, 3/16°HS) 75 " 13/16" LAMI I3•3 /16"A (MIN.), 3116" AIRSPACE, 7/16° LAMI (3/16 °A, .090 PVB, 3/16"A) 76 " 13/16" LAMIIG•3 /16"A (MIN.),3 /16" AIRSPACE, 7/16" LANE (3/16 "A,.090PVB,3/16°HS) 77 13/16" LAMI 1G3/16"A ( MIN.), 3/16" AIR SPACE, 7/16" IAMI (3 /16"HS, .090 PVB, 3/16"HS) 90 1014 SCREEN FRAME(HOR. & VER.) 3105 -H14 AL 91 1630 SCREEN CORNERKEYW/R1NGS POLYPROP. 92 1631 SCREEN CORNER KBYW /OUTRINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH 2.784 .082 1.988 --'-1 43 I.F. FRAME JAMB #4141, 6063-T8 2 710 2.824 l 41 I.F. FRAME HEAD #4139, 6083-T6 42 I 2 710 .F. FRAME SILL #4140,8083 -T6 Jdag 81/17111 Kaska NO CHANGE IRIS SHEET Rawer: J.N. Oais 6/10111 Rmeer� Rawest FJC cog 4116/07 171.40 Bp FJG Den 71181!3 Rarer ADDED lMJN.T TO GLASS TYPES ADD ITEMS 41, 42 843 e J.J. s/29/0B 1070 TECHNOLOGY DRIVE NOKOMIS. FL34276 P.O. BOX 162E NOKOMIS, FL 34274 P '73!* Better Dascrakte PARTS UST 1T" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT inelmeublet HWi0 18747-611 > 11 '4127 -10 I E PRODUCT REVISED as complying with the Florida Building Cade nano No Ulnil111 �Ny LYNN tli/ / /// * No. 68705 _ - 1 12— • STA71E OF .•.IV A. L'h MU. . P.E P.E@ 08706 .062 2.710 O FLANGE FRAME HEAD #4102A, 6083-T6 1 .490 11 n �-+-1.481—►� O SASH STOP #4025,6083 -T5 .082 1.'(83 1- 1.349--J 21 SASH TOP & BOTTOM RAIL #4133, 6063.15 .050 1.098 0 GLAZING BEAD, 5/16" #404413,6083 -15 (USED W/ GRILL KIT) +--- 2.710 --►{ FLANGE FRAME SILL #4138, 6063 -T6 O HORIZ. ROLLER TRACK #4131,6063-16 2 1.081 1-." -- 32 SASH MTG. RAIL #40060, 6083HS-T8 1.187 tow 56 GLAZING BEAD 7/16" #4222A, 6063-T5 O FRAME SILL ADAPTER #4137, 8083 -T6 1.403••1 17 FIXED MEETING RAIL #40548, 6063HD-T6 .291-1 37 SASH SIDE RAIL #4128,8083 -15 .050 1.1154.-17 56 GLAZING BEAD, 7/16" #9850,8083.18 (USED W/ GRILL KIT) .678 b1.513-i 1 I .738 O SASH STOP COVER #4053, 6063 -T5 1 1.363 2.784 .082 .082 13 FLANGE FRAME JAMB #4002A, 6083-T8 .678 1.096 1 .I --f- (1) GLAZING BEAD, 5/16" #403913,6063 -T5 .683 .080 1 59 GLAZING BEAD, 13/16" #4067, 8063-15 1.097 Roxfsbata 10/17/11 NOCHANO4708SHEET es J.R. Read* FJG b c 8!20/11 OEM 4116107 Rettecow 0 NO CHANGE THIBSHEET NO CHANGE MH/BSHEET murex FJC 2128/08 gimme!! J.J. 92366 9070 TECHNOLOGY URNS NOKOMIS. FL 34270 P.O. BOX 1623 NOKOMIS, FL 34214 PST VLs * Baum EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Hall &7 • ar 11 (4127- -10 I E PRODUCT REVISED as complying nth the Florida A o it• '. 4,04 .,,,r; Date ,1717 ct 1 ' iitx `atro t1111I1/11/J7 ‘,.‘`DN1 LYNN eyj /''�,i �� •''�GENSE' l�F� �'•, *' No. 58705 J� N S A'71E •FLU A. LYNN Mit� P.E P.E# 66706 ANCHOR QUANTITIES, XOX (114.112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G6) ANCHOR TYPE a & 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 �y v HEAD &SILL m HEAD & SILL m HEAD & SILL ,s to m HEAD & S &L m m HEAD & SILL > HEAD & SILL > co 2. GLASS TYPES: m D _, B. 5/18° LAMI - (1/8" A 090,118 A)) B. 6/18° LAM). (1/8" A„090,1/8' HS 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. 53.125 x 38.375 48.000 50.625 54.000 80.000 83.000 1+02+1 +02+1 2 1 +C2 +1 +32 +1 2 1 +C2 +1 +32+1 2 1 +32 +1 +02 +1 2 1 +C2 +1 +32+1 2 1 +32+1 +C2 +1 2 C. 6116° LAMI - {118° HS,.090,118 HS} D. 7/18' LAMI - (Nur A„090, 3/18' A) 1 +32+1 +02 +1 3 1 +32 +1+32 +1 3 1 +32+1 +02+1 3 1 +32 +1 +32 +1 3 1 +32 +1+32+1 3 1 +32+1+32+1 3 E. 7/18" LAMI - (3/16° A,.090, 3/16" HS) OR 3/8" SPACE, 5/18° LAM) - (118° A,.090,1/8° A) OR 318" SPACE, 5/18" LAMI - (118" A,.090, 1/8° HS) OR 318" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) OR 1/4" SPACE, 7/16° LAMI - (3116" A,.090, 3/15" A) OR 1/4" SPACE, 7116° LAMI - (3116" A,.090, 3118° HS) OR 114° SPACE, 7116° LAMI - (3/18° HS-080, 3116' HS) TABLE AND BASED ON THE FOLLOWING GO TO NEXT LARGER WINDOW IN TABLE. RAIL CENTERLINE. MAX. O.C. 1 +32+1 +02+,1 3 1 +32+1 +32+1 3 1 +32+1 +32 +1 3 1 +32 +1 +02 +1 3 1 +02+1 +32+1 3 1 +32+1+32+1 3 G 13/1 LAMI - (018° 83,.R 3 388 HS) G. 13/16° LAM) IG -1/8 OR 3118° A (RAIN.), 6/16° 1 +32+1 +02+1 3 1 +32 +1 +32+1 3 1 +02+1+32 +1 3 1 +C2 +1 +C2 +1 3 1 +32 +1 +32+1 3 1+32+1+32+1 3 H. 13/16" LAMI 10 - 1/8" OR 3/18" A (MIN.), 5/16° 1 +C2 +1 +02+1 3 1 +C2 +1 +32+1 3 1+02+1+02+1 3 1 +32+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +32+1 +32+1 3 I. 13/18" LAMI 10.1/8° OR 3118° A (MIN.), 6/18" J. 13/18" LAMI 1G - 1/8° OR 3/16' A ( MIN.), 3/18 1 +C2 +1 +32 +1 3 1 +32+1 +32+1 3 1 +32+1 +32+1 3 1+32 +1 +32 +1 3 1 +C2+1 +C2 +1 3 1 +33+1 +33+1 3 K.13118° LAMI IG -1/8" OR 3/18° A (MIN.), 3/16° 80.000 x 38.375 48.000 50.825 54.000 60.033 83.000 1 +C2 +1 +(2+1 2 1 +02+1 +C2+1 2 1 +32+1 +C2 +1 2 1 +32 +1 +02 +1 2 1 +32+1 +32 +1 2 1 +02 +2+32+1 2 L 13/18° LAM) IG -118° OR 3/18' A (MIN.), 3/18° 1 +32 +1 +32+1 3 1 +32+1 +32+1 3 1 +32 +1 +32+1 3 1 +32 +1 +32 +1 3 1 +32+1 +32+1 3 1 +32+2+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT 1+02 +1 +02 +1 3 1 +32 +1 +02+1 3 1 +32 +1 +32 +1 3 1 +32+1 +C2 +1 3 1 +C2+1 +32+1 3 1 +32 +2+32+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, 1 +C2 +1 +02 +1 3 1 +02 +1+C2+1 3 1 +32+1+32 +1 3 1 +02 +1 +32 +1 3 1 +32 +1 +C2+1 3 1 +32+2+32+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING 1 +02+1 +02 +1 3 1 +32 +1+32 +1 3 1 +C2 +1 +02 +1 3 1+32 +1 +32 +1 3 1 +32+1 +32+1 3 1 +03+2 +33+1 3 253/4° MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" 1+32+1 +32 +1 3 1 +32+1 +32+1 3 1 +02+1 +32 +1 3 1+32 +1 +32 +1 3 1 +32+1 +02 +1 3 1 +33+2 +33+1 3 TABLE KEY: 74.000 x 38.375 48.000 50.825 54.000 80.000 83.000 1 +32 +2 +02+1 2 1+02+1+32+1 2 1 +02+2 +C2 +1 2 1 +32+2 +32+1 2 1 +02 +2+02+1 2 1 +32+2+32+1 2 X O X PER JAMB QUANTITY. CENTERED PLUS V) VENT FIXED SECTION. AT HEAD AND SILL. SPACING) 1 1+32+2+32+1 3 1 +32 +1 +02 +1 3 1 +02+2+02+1 3 1 +32 +2 +02 +1 3 1 +02 +2+02+1 3 1+32 +2 +32+1 3 1+33+4+33+11 3 I ANCHOR QUANTITY 1+02+2 +C2 +1 3 1 +02 +1 +32+1 3 1 +32 +2+02 +1 3 1+02 +2+32 +1 3 1 +32 +2+02 +1 3 1 +C2 +2 +C2 +1 3 HEAD AND SILL ANCHOR 1+02+2 +32+1 3 1+02+1 +32 +1 3 1 +32 +2 +32 +1 3 1+32 +2+02 +1 3 1 +32+2 +32+1 3 1 +33+2+33 +1 3 A CLUSTER OF (3) ANCHORS 1+32+2+32+1 3 1 +402+1 +32 +1 3 1 +32+2 +02 +1 3 1+32 +2+32+1 3 1 +32+2 +02 +1 3 1+03+2+03+1 3 A EACH MEETING RAIL ANN CHOR AT EACH OPERABLE 1 +02 +2 +32 +1 3 1 +02 +1 +32+1 3 1 +33+2 +03 +1 3 1+33+2 +C3 +1 3 1 +02 +2 +32+1 3 1 +33 +2+33+1 3 PLUS (4) ANCHORS AT 84.001 x 38.375 48.330 50.825 54.000 60.000 53.0x)0 1+32 +2 +02+1 2 1 +02+2+32+1 2 1 +02+2 +32 +1 2 1 +32+2 +32 +1 2 1 +32+2 +02+1 2 1 +32+3 +32 +1 2 (12) ANCHORS TOTAL 1 +02 +2 +32+1 3 1 +02+2+32 +1 3 1 +02+2+02 +1 3 1+02+2+32+1 3 1 +32+2 +32+1 3 1 +33+3 +33 +1 3 (3" MIN. O.C. ANCHOR 1+32+2+02+1 3 1 +02+2+32+1 3 1 +32 +2 +32+1 3 1 +32+2 +02 +1 3 1 +32 +2 +02 +1 3 1 +33+3+33+1 3 1 +02 +2 +02+1 1 +32+2 +32+1 1 +C2 +2 +(2 +1 3 1 +32+2+32 +1 3 1 +32+2+32 +1 3 1 +02 +2+02+1 3 1 +02+2 +32 +1 3 1 +03+2 +03 +1 3 1 +02 +2 +33 +1 3 1 +02 +2+02 +1 3 1 +03+2 +33+1 3 1 +33 +2 +33+1 3 1 +02 +2 +32+1 3 1 +02 +2 +32 +1 3 1 +02 +2+02+1 3 1 +34 +3 +34 +1 3 1 +34 +3 +34 +1 04 3 1 ++3+34 +1 3 3 25 3/4" max. .-.--(1-.---3° MIN. 1 1 1 111 • PRODUCT REVISED m complying with the Florida Building Cads AcceaiancoNa 3 9" 1 X 1 1 1 O X 108.375x 38.375 48.000 50.625 64.000 60.000 83.00x7 1 +02 +2+02 +1 2 1 +02+2+02 +1 2 1 +32+3 +32 +1 2 1 +32+3 +02 +1 2 1 +32 +3+32+1 2 1 +32+4 +32 +1 2 TYP.- 1 +02 +3+32 +1 3 1 +32+2 +02 +1 3 1 +33+3 +03+1 3 1 +33+3+33+1 3 1 +02 +3+32+1 3 1 +03 +4+02 +1 3 MTG. RAIL, 1 +02 +3 +02+1 1 +33+3+33+1 3 1 +32+2+32 +1 3 1+32+2+02+1 3 1 +33 +3+33+1 3 1+03+3+33+1 3 1 +33+3 +33+1 3 1 +03+3 +q +1 3 1 +33+3 +33+1 3 1 +q +3+02 +1 3 1 +03+4+33+1 3 1 +04 +4 +34 +1 3 EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS 3 (SHOWN IN TABLE KEY ABOVE) .. 1 +33+3+0 +1 3 1 +02 +2+02+1 3 1 +04 +3 +34 +1 3 1 +34 +3+34 +1 4 1 +03 +3+03++1 3 1 +34 +4 +34 +1 3 j vtiemi Dads ?coact • ■ iLYNN i ,/''i 1 +33+3+03 +1 3 1+02 +2+02+1 3 1 +34 +3+34 +1 3 1 +34 +3+34 +1 4 1 +q +3 +C4 +1 3 1 +35+4 +05+1 3 253/4° MAX. 111.(x70 x 38.375 48.003 50.825 54.000 60.000 83.000 1 +32 +3 +32+1 2 1 +32 +2+32+1 2 1 +32+3+32 +1 2 1 +32 +3 +32+1 3 1 +32+3 +32+1 2 1 +32+4 +32+1 2 1 112° TYP. I-�3° MIN. 1 +32+3+32 +1 3 1 +32+2+32+1 3 1 +(0+3+p +1 3 1 +q +3 +33 +1 31 +02+3+32+1 3 1 +33 +4 +33 +1 3 9 "� 1- 11 11 1 \ \`' \ V `��,��,ON.......•.2J /� .i�� ICENSF p * i No. 58705 '* = Z • .a' )) O, •., STATE F ..... (V0, ,'''SS1ONAL E�G \�``• /iii1{I��l��i ALY+M MRLER,P.E. P.EA88708 1 +02+3 +32+1 3 1 +02+2+32+1 3 1 +33+3+33 +1 3 1 +02+3 +C3 +1 3 1 +02+3 +02+1 3 1 +02+4 +3J +1 3 x O X 1 +33+3+33+1 3 1+02+2+02+1 3 1 +33+3+33+1 3 1+33+3 +33+1 3 1+33+3 +02+1 3 1 +33+4 +34 +1 3 1+02 +3 +33+1 3 1 +32+2+32 +1 3 1 +0.I +3 +34 +1 3 1+34 +3 +34 +1 4 1 +00 +3+02 +1 3 1 +34 +4 +34 +1 3 MTG. RAIL, TYP.- +03+3 +33+1 3 1 +02+2+(2+1 THIS SHEET 3 1 +34 +3 +34 +1 3 1 +04 +3+04 +1 4 1 +34 +3+34 +1 3 1 +08+4+35+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS eame+- J.J. arm 10177/11 a+rga c ' E NO CHANGE ae..Frta: ANCHORAGE SPACING, XOX 114- 9/2 -7/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sold ON gym. 660/11 R,wmn" 0 1o7STECHNOLOGYRRNE OME.R. PA.SQX1320 NOKOMIS, FL 34274 P �_ noo�rocnPTOS EnrPERW@ 0FTNOTE 4/1587 Replaces C UPDATE TABLE 4 SELECT UALLIES DUE TOANCHORCAP.AAJ FJG. Own SS FJG go: 2/28/06 pagpdap J.J. . Orb: sane 1 Webb, gam e.4a4cortr+ HR710 ears NTS I eeaa 8 0 11 nnstow 4127 -10 xm E ANCHOR QUANTITIES, XOX (113 -113 -113) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 4/12 STEEL SCREWS (G5) ANCHORTYPE> GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE HEAD & SILL HEAD '& SILL m HEAD & SILL I4AD & SILL °dZ A- HEAD & SILL m x HEAD & SILL 2 2. GLASS TYPES: D A 5118° LAMI - (1/8° A „090,1 /8' A) B. 5/16" LAMI - (1/8° A,.090, 1/8' HS) 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. 48..000x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1 +C2+1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1+02 +1+02+1 2 I +C2 +1 +C2 +1 2 1 +C2 +1 +02+1 2 C. 5/16° LAMI - (1/8° HS „090,1/8" HS) 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02+1 3 D. 7/16° LAMI - (3116" A,. 090, 3/18°A) "HS.090,3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1+62+1+02+1 3 E.7/16°LAMI- (3/16 F. 7H8° LAMI - (3H8° HS /1" HS) 3/18° HS) 1 +02 +1 +02+1 3 1+02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02+1 3 1+02 +1 +C2 +1 3 1+C2 +1 +C2 +1 „080, 3 0.13/16" LAMI 10 - 1/8" OR 3/16°A (MIN.), 5/18° OR 3/8° SPACE, 6/16" LAMI - (1/8" A,.090, 1/8" A) 1 +C2 +1 +C2+1 3 1 +02 +1+02 +1 3 1 +02+1 +C2 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2+1 +02 +1 3 H. 13/16° LAMI IG - 1/8° OR 3/16° A (MIN.), 5/16' OR 3/8° SPACE, 6/18° LAMI - (1/8" A.0120, HS) 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02+1 +O2 +1 3 1 +03+1+03+1 3 1. 13/16" LAMI 10 - 1/8' OR 3/16' A (MIN.), 5/16" OR 3/8" SPACE, 6/18" LAMI - (1/8" HS,.090,1/8" HS) 1.13/16" LAM! IG OR 3/16°A 3118° OR 1/4" SPACE, 7/16° LAMI 53.125 x 38.375 48.000 60.625 54.030 60.000 63.000 1 +02 +1 +02+1 2 1 +02+1 +02 +1 2 1+02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 -1/8" (MIN.), - (3/16" A,.090, 3/16° A) 2 K. 13/18" LAMI 10 - 1/8° OR 3/16° A (MIN.), 3116° OR 1/4' SPACE, 7/16° LAMI - (3/16" A„090, 3/16" HS) 1 +C2 +1+02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +02 +1+02 +1 3 L. 13/16° LAMI 10.1/8" OR 3/16° A (MIN.), 3/16° OR 1/4' SPACE, 7/16" LAMI - (3/16" HS,.090, 3/18° HS) 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2+1 3 7 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1+02 +1 3 1+02+1 +02 +1 3 1 +03 +1 +03+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x38.375 48.000 50.825 54.000 80.000 63.000 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +C2 +1 2 1 +02+1 +C2+1 2 1 +C2 +1 +C2 +1 2 25 3/4" MAX. FROM CORNERS JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX. 0.C. 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 TABLE KEY: 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +02+1 +02 +1'3 1 +C2 +1 +C2 +1 3 X 0 X 1 +C2 +1 +C2 +1 3 1 +62 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +03 +1 +03+1 3 1 +03+1 +03 +1I 3 -+- ANCHOR QUANTITY PER JAMB PRODUCTR8YL9to orkl° assmnBlYingwdUU x + ll BuadtngCodo ` 1 +02 +1 +02 +1 3 1+C2+1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +01+1 +02+1 3 1 +03+1 +03 +1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1+02+1 +C2 +1 3 1+03 +1 +03+1 3 1 +02 +1 +C2 +1 3 1 +03 +1 +C3 +1 3 1 86.000x38.376 48.000 50.625 54.100 80.000 83.000 1 +02 +1 +02 +1 2 1 +C2 +1+02 +1 2 1 +02 +1+02 +1 2 1 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02+1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02+1 3 (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +03 +1+03+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +132 +1 +02+1 3 1+02 +1 +C2 +1 3 1 +03 +1+03 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1+02+1 3 1 +03+1 +C3+1 3 1+02 +1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +132 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1 3 1+03+1 +03 +1 3 1 +02+1 +02+1 3 1+03 +1 +03+1 3 74.000x 38.375 48.000 50.625 54.000 80.000 63.000 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1+02 +1 +02 +1 2 1+62 +1 +02+1 2 1 +02+1 +02+1 2 1 +C2+1 +C2+1 2 1 I 25 3/4" MAX. {f+ 3° MIN 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +62+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C3 +1+03 +1 3 1 1 y X 1 1 tit 0 X 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+03 +1 3 9° 1 +02 +1 +62 +1 3 1 +02+1 +C2 +1 3 1 +C3 +1 +03+1 3 1+03+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1+03+1+03+1 3 r _.y 1+02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1+03 +1+03 +1 3 1 +03+1 +C3 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03+1 3 W/ QTY. OF (3) ANCHORS 84.000x 38.375 48.000 50.625 54.000 80.000 63.000 1 +02 +1 +02+1 2 1 +02 +1+02 +1 2 1 +02+1 +02 +1 2 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 MTG. RAIL, 2 TYP.- CLUSTER 1 +02 +1 +02+1 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+62 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +03+1+03+1 3 1 +03+1 +C3 +1 EXAMPLE Acmpt�eNo ,ate /gr/a 20 i4, %- JI.° ftlliltt, 3 3 (SHOWN IN TABLE KEY MAX. ABOVE) 1 1 1 +02+1 +C2 +1 3 1 +62 +1 +62 +1 3 1 +C3 +1 +03+1 3 1 +C3 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3 +1 3 1 +02+1 +02 +1 3 1+02+1+62+1 3 1 +03+1 +03 +1 3 1 +C3 +1 +03+1 4 1 +03+1 +03+1 3 1 +03+1 +03 +1 3 25 3/4" 1 +C3+1 +C3+1 3 1 +02 +1 +02+1 3 1 +03 +1 +03 +1 3 1 +03 +1 +03+1 4 1 +03+1 +03 +1 3 1 +C4 +1 +C4 +1 4 1/2" TYP. 3° MIN. 86.437 x 38.375 48.000 50:625 54.000 60.000 63.000 1 +02 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +02 +1+02 +1 2 1 +C2 +1 +02 +1 3 1 +02 +1+02+1 2 1 +02 +1 +C2 +1 2 1 111 \‘‘ ..,s1 LYNN /G „�aa,sp �10ENSF /<<Fp,: Q' ' :::* • ... No. 58705 .' - 7.-o : �*'4'� 2 �' • �O�'., STA F t(/ ��'tCss /OORl9 ��``�.• ��,,t N � AL?N P.E. P.E.S 88705 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +62 +1 3 1 +02+1 +L3 +1 3 1 +C3 +1 +03 +1 3 9 °REF• X O X 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +62 +1 +62 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03 +1 T 3 _y 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 1+03+1 +63+1 3 1 +C2+1 +C2 +1 3 1+C3+1 +C3+1 3 1 +C2 +1 +02+1 3 1 +02 +1+02 +1 3 1 +03+1 +C3 +1 3 1 +C3 +1 +03+1 4 1 +63+1+03 +1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP.- 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1+03 +1 +C3 +1 3 1 +63 +1 +03+1 4 1 +03+1 +03+1 3 1 +C4 +1 +04+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rand*: J.J. 10/17111 a E NO CHANGE MS SHEET O70TECHNOLOOYDRIVE NOKOMR,FL347/s P.O.80xism NOKOMIS, FL 3487'4 °q1 " ANCHORAGE SPACING, XOX 1/3- 1/3 -9/3) R.d .J.A. � 8110/11 , ADDED IG OAP TOBE7E lNPERED6'/ +SOFTNOTE �- ax ALUM. HORIZONT� L ROLLER WINDOW, IMPACT lermaits PJC Sae 4/1&7 Re,DDm,e C L/PDATETABLE 5, SELECT VALUES DUE TO ANCHOR CAP.AD.L m.. manse,: 5 I Viii* Bator HR710 I N %$I 8 d 11 I 4127 -10 I E ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TS: 1 - 114° " ELCO LCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: p ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD Z CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H }1L uJ as m g Q -, $ y 4i5 yt/� 00 -a �_ u N 05 m ¢ 5, _� 1 Fs a5 yy Gb Q > M a a5 m 5, I vs a5 2 -; A. 6/16° LAMI - (1J8"A,.090,1/8'A) B. 5/18" LAMI - (1/8° A,. 090,1/8" HS) C. 5/16° LAMI - (1/8" HS,.090,1/8" HS) D. 7/18° LAMI - (3/16" A,.090, 3/16" A) E. LAMI FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 37.000 x 38.376 48.000 50.625 54.000 60.000 63.000 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 2 1 +62 +1 2 1 +62 +1 2 1 +C2 +1 2 1 +C2+1 3 1 +C2 +1 3 1 +62 +1 3 1 +C2+1 3 1 +02 +1 3 1 +62+1 3 7/16° - (3/18° A,.090, 3/16° HS) F. 7/18" LAMI - (3/16" HS,.090, 3/18' HS) G. 13/18° LAMI IG -1/8° OR 3/18" A (MIN.), 5/18" OR 3/8" SPACE, 5/18" LAMI - (1/8" A,.090, 1/8"A) H. 13/16" LAM1 10 -1/8" OR 3/16" A (MIN.), 5/16° OR 3/8' SPACE, 6/16° LAMI - (1/8.A,.090, 1/8° HS) I. 13/16° LAMI IG -118° OR 3/16° A (MIN.), 5116" OR 3/B" SPACE, 6/16° LAMI - (1/8° HS,.090,1/8° HS) J. 13/18° LAMI 10 - 1/8" OR 3116° A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI - (3/18" A,.090, 3/18° A) K. 13/18° LAMI IG -1/8" OR 3/16° A (MIN.), 3/16" OR 1/4" SPACE, 7116° LAMI - (3/16° A,.09), 3/18` HS) L. 13/16' LAMI IG -1/8° OR 3/16° A (MIN.), 3116" OR 1/4" SPACE, 7/16° LAMI - (3H6" Hs,.090, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SAS NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 118 301/2!4" ° MAX. ON FROM C EACH ORNERS. SIDE OF MEETING RAIL CENTERLINE. MAX. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: 0 1 +C2 +1 3 1 +62 +1 3 1 +C2+1 3 1 +62 +1 3 1 +62+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2+1 3 1 +62+1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +63 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +63 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +63 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+1 2 1 +62 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +62 +1 2 1 +C2 +1 2 1 +C2+1 3 1+C2 +1 3 1 +C2 +1 3 1 +62 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +62 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +63 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C3+1 3 1 +62+1 3 1 +C2 +1 3 1 +C3+1 3 1 +63+1 3 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +63+1 3 1 +62 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +63 +1 3 53.125 x 38.375 48.000 50.625 64.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +62 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +62 +1 2 X 2 +C3+2 1 3 -°- ANCHOR QUANTITY PER JAMB 1 +02+1 3 1 +C2 +1 3 1 +63 +1 3 1 +02+1 3 1 +62 +1 3 1 +63+1 3 f 1 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +63 +1 3 1 +C3+1 3 1 +C2 +1 3 1+63+1 3 C CLUSTER OF CENTERED ON THE MEETING MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3 ° MIN. O.C. ANCHOR SPACING) (..1-18 1 +C3+1 4 1 +62 +1 3 1 +C3+1 3 1 +C3 +1 4 1 +C2+1 3 1 +63 +1 3 1 +C3+1 4 1 +C3 +1 3 1 +64 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 3 1 +62 +1 2 2 +62 +2 2 1 +62 +1 3 1 +62 +1 2 2 +62 +2 2 1 +C2 +1 3 1 +62+1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +63+2 3 1 +C3+1 3 1 +62 +1 3 2 +C3+2 3 1 +63 +1 3 1 +62 +1 3 2 +63 +2 3 1 +C3+1 4 1+62 +1 3 2 +C3 +2 3 1 +63 +1 4 1 +62 +1 3 2 +C3+2 3 9" REF.I T 3/4' MAX I --.--1 -3" MIN. PRODUCT REVISED as complying whh Ow Mori& ing �Q Ac�«planwNo .V 1 +63 +1 4 1 +63 +1 3 2 +64+2 4 1 +63+1 4 1 +63+1 3 2 +64 +2 4 1 +03+1 4 1 +C3+1 3 2 +C4 +2 4 1+C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 r 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C2 +1 2 2 +C2+2 3 2 +C2 +2 3 1 +C2+1 2 2 +C2 +2 3 t ANCHORS 2 +C2+2 4 1 +62 +1 3 2 +C3 +2 3 2 +C2 +2 4 1 +62 +1 3 2 +63+2 3 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) 2 +03 +2 4 1 +62 +1 3 2 +63 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3+2 3 2 +C3+2 4 1 +C2+1 3 2+63+2 4 2 +C3+2 4 1 +C2 +1 3 2 +C3+2 4 (SHOWN IN TABLE KEY ABOVE) Data JAVA"- gyp/ MiMmilb6do _ Cunha. .uuln//, 2 +63 +2 4 1 +63+1 3 2 +64 +2 4 2 +C3 +2 4 1 +63+1 3 2 +64 +2 4 1 +63 +1 4 1 +63 +1 3 2+04 +2 4 2+03+2 4 1 +03+1 3 2 +64 +2 4 118 3/4" MAX. 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +62 +2 2 2 +62+2 3 e" REF. 1 1/2" TYP h-3 " MIN. 2 +63+2 4 2+C2+2 3 2 +63+2 4 2+C3 +2 4 2 +C2+2 3 2 +C3+2 4 ``�,•,0 Iv LYNN Mq' /�,�� QC' ' �1GENSF''• :FP i = *' No. 58705 ..' • = : = *....=� = 7.-13 . -, ► X1 .. • .' 8TA F� :40 , LU ' a ...•. %. �.s •.Ftomo?;.•''G�; ',7;S�ONA��I�-��E N`� A LYNN 1,4112EFb P.E. P.E.e 667= 2+C3+2 4 2 +C2+2 3 2 +C3+2 4 2 +C3 +2 4 2 +C2 +2 3 2+C3+2 4 O l 2 +03+2 4 2 +63+2 3 2 +64 +2 4 2+p +2 4 2 +63 +2 3 2 +C4 +2 4 2 +63+2 4 1 +C3+1 3 2 +C4 +2 4 2+C3 +2 5 2 +C3+2 3 2 +C4 +2 4 MTG. RAIL EXAMPLE CLUSTER W! QTY. OF (4) ANCHORS 2 +63+2 4 1 +63 +1 3 2 +C4 +2 4 2 +C4 +2 5 2 +c3 +2 4 2 +C4 +2 6 R,�deaa J.J. Caw 10117/11 Raba= E NO CHANGE THIS SHEET ° ANCHORAGE SPACING, OX ANDXOWINDOWS >� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Raley J.R. aea $x111 RNana D ADDEDwCAP7nBETEPoIFERED +30FTNOTE 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34276 p FJC� Win 4/18/07 Rebstost C CH¢. TABLEFTi78,& SELECT VALUES Ot1ETO ANCHOR 04P.ADJ P.O.BQX152B asmiLta F/C e x 2/2810 ard•.d8o J.J. 323108 I NOKOMIS. PL 34274 l/t�b/y Better t.rNm,M HR715 bar. NTS bar," 10 d 11 asrane I 4127 -10 R° I E MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 :' ••:: NOTE 1 r CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 1/4" MAX SHIM 1/4" MAX SHIM WOOD ANCHOR, NOTE 2 1 3/8° MIN. 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM , ,• NOTE 1 :� ?M 13/8aMIN. 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 13/8° MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM 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 SCREWS (G5) OR 1/4" 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 THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL 8' UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 1 13/4" EXTERIOR INTERIOR MIN. E.D (H & SILL DETAILS TYP. 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX SHIM • .• 1 3/4" MIN. MIN. 3.4 KSI E.D. TYP. CONCRETE DETAIL C 2x WOOD - ' 3 BUCK, DETAIL D NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS DETAIL H (HEAD) NAIUNG .131 DIA. MIN. x 212" NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G, H & I. PRODUCT Hamm) es complying with the Florida Building Code Acceptance No c. , , :on .ato FJwlFJI DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS R..se roc 10/17111 1c„Eeme NO CHANGE 1153 SHEET I+stala" JJt &X0/11 nrht 4/15/07 r D rt"mbrc C NO CHANGE THIS SHEET • l.F. FR li&1 CHORNO7E6TGOF ICURRFNT ED ON" awatex roe Cissoked J.J. pax 3/23.106 1878 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1828 NOKOMIS, FL 94274 "e ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a es/Mar t ever Coot Ha1r0 I Half 11 s 11 AnrNnr. 4127 -10 E Product Contra Zo `,•o ILYNN .4 71„, i i $,.•' LICENSec' .. - • *' No. 58705 ' A LYMJ MLLLER. P.E. P.E.# 88788