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WS-13-1343} i. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 193578 Permit Number: WS -6 -13 -1343 Inspection Date: August 15, 2013 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: KILPATRICK, TODD Work Classification: Window /Door Replacement Job Address: 621 NE 92 Street 4 -A Miami Shores, FL Phone Number (305)495 -8110 Parcel Number 1132060430100 Project: <NONE> Contractor: MIDALYN DEVELOPMENT INC Phone: (305)222 -6090 Buildina Deoartment Comments EXACT REPLACEMENT OF 7 IMPACT WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed " f 9t Failed E:1 Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid For Inspections please call: (305)762 -4949 February 11, 2014 Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED Copy MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. ° �� °� RYA FOLIO NO.��® STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to property, and in accordance with Chapter 713, Florida Statutes, the following is provided in this Notice of Commencement. 1. Legal description of 2. I)escnption of CFN 2013RO493646 OR Ek 28689 Ps 27861 t 1as ) RECORDED 06/1-0/2013 15:34319 HARVEY RUVINP CLERK OF COURT MIAMI -DADE COUNTYP FLORIDA LAST PAGE FLORIDA, COUNTY IE�RTIF,Y�thaet 911S Is 8 DW I ly h8f1d 81ttI KIN. 6l.ERK, a of recording office AI -- -Pkor 3.Owner(s) name and d `�� Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone gtj;n 5. Surety: (Payment bond required by b Vom contractor, If any) Name, address and phone number: /lye Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florl a designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, n I 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. n' - Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is t year from the date of recording unless a different date is specified) i� WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures) of O n� s) r O�v a (s)' orized Officer /Director /Partner /Manager Prepared By g'� Prepared By Print'Name Print Name Title /Office "c", i y� c Title /Office ..• #Wow" °'sRiFICATION PURSUANT TO SECTION 92525 FLORIDA STATUTES Jul* 1,9013 Under penalties of perjury, I declare that I have read the foregoing and imui t ri Pum that the facts stated in it are true, to the best of my knowledge and belief. Signatu (s f 0 r r(s)'s Authorized Offlcer[Director /Partner /Manager who signed above: By By 123.0132 PA.W 3 3110 , b �q, Miami Shores 'pillage Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS. 621 NE 92 Street 2L JUN 13 '200 1,B�C fl Permit No. F BC 20 0 1 545 Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel #: Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Todd Kilpatrick Phone #: 305 *495 *8910 AAA -... 621 NE 92 Street City: Miami Shores TenantlUssee Name: N/A Email: State: Florida zip: 33038 CONTRACTOR: Company Name: Midalyn Development Inc. Phone#: 305 *222 *609 *0 Address: 14511 Rosewood Road City: Miami Lakes State. Fla. Zip. 33014 Qualifier Name: Manuel J. Juiz Phone#: 305 *557 *7220 State Certification or Registration #: CGC 034047 Certificate of Competency #: Contact Phone#: 305 *525 *0291 Email Address: psi96 @belisouth.net DESIGNER: Architect/Engineer: Phone#: Value of Work for this permit: $ 6910.00 Square/Linear Footage of Work. 120 Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Replace existing windows with new "Impact Resistant" Horizontal Sliding windows, maintaining the same colonial style effect. r Color thru tile: •••••••• ••••••••••••••••••••••••••••••• Fees•••••+ x•••••••• ••••�•••••••••••�••x�•m•••••••• Submittal Fee $ Permit Fee $ ® CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ • TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) NIA Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City N/A State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2300, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not h&AwnrnV&ddw1ftrrrhmwctzon fee will be charred Signature Owner or A nt The foregoing instrument was acknowledged before met this r3 day of 20C—, by who is pe rsofally known to me or who has produced-V-L As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: No(ary Pubk - NO of Florida My Comm, Expires Jon 2, 2017 Signature ntract The foregoing instrument was acknowledged before me this -� day of 20 a by n13 U � who is persongy known to me or who has produced ' 'Tt!D - 1=n—as identification and who did take an oath. APPROVED BY % Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10107)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commis Notary Public - State of Florida My Comm. Expires Jun 2. 2017 Coffmdosion # FF 017714 Zoning Clerk Miami-Dade My Home My Home Page 1 of 1 Ted only toProoertv ADpralser Tax Estimator Proper Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: N 3206:Q43.01Q0 NE 92 ST 4A DD R KILPATRICK NE 92 ST MIAMI ORES FL 38 - Prnnarty Infnrmatinn: Assessment Information: 00 MULTI - FAMILY - 2011 NERAL $0: 07 CONDOMINIUM - EdalVue. SI DENTIAL $0 0 WBUHM949 7 510 e: $39,288 7,171 Tonal: $25,000/ $25,000/ 49 $12,171 PLAZA WEST 2 NDO UNIT 4A -2ND fty OR BLDG 1 al .036 /o INT IN ptbn: [HOREB MMON ELEMENTS School Board: RKS FILE 73R $25,000/ 196 OR 19667 -4101 $13,286 14 Assessment Information: Fuamnfinn Infnrmatlnn- _,,... ear 2012 2011 $0: $25,000 EdalVue. $0 $0 $47,510 7 510 e: $39,288 7,171 Fuamnfinn Infnrmatlnn- _,,... ear .2012 20 2011 $25,000 $25,000 o NO NO plot- $13,286 1$12,171 Taxable Value Information: Year 2012 R11 AppAed Applied Taxing Authority. Exemption/ Exemption/ Taxable Taxable Value. Value: Tonal: $25,000/ $25,000/ $13,288 $12,171 2 171/$0 $37,00/ fty $25,0001 $25,0 $13,286 $12,171 School Board: $25,000/ $25,000/ $13,286 $12,171 Aerial Photography - 2012 0 140 ft 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 © 2002 Miami -Dade County. r ..a, -.•.. ,., .. All rights reserved. http: / /gishns2. miamidade .gov /myhome /propmap.asp 6/11/2013 s 1 td Shores Plaza West Condo P.O. Box 530428 Miami Shores, Fla. 33153 -0428 (305) 962 -9054 May 16, 2013 Mr. Todd R. Kilpatrick 621 N.E. 92nd Street, Apartment 4A Miami Shores, Florida 3 313 8 Dear Mr. Kilpatrick, This letter serves as permission from the Shores Plaza West Condominium, Inc. for you to install new high impact windows from Protective Shutters, Inc. in your two bedroom one bath apartment located at the address set forth above. Several of the units at the condo have already done so. We ask that the windows you are to install meet the same architectural appearance as our regular windows and that proper permitting be obtained from Miami Shores Village Building and Zoning. 'n erely, ohn S. ICiI a' sident hores Plaza We Condominium Association., Inc. t►A ACORL7,P CERTIFICATE OF LIABILITY INSURANCE 11/30/2013 ' 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: H the certificate holder Is an ADDITIONAL INSURED, the pollay(les) must be endorsed. R 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 how in gau of such endorsem mt(sk PRODUCER CPC FINANCIAL, SERVICES INC 3835 SW 8 St FL Coral Gables, L 33134 CAMITAUT SE No PHONE : (305)774 -9618 :(305)774 -9620 jnlOdi8CdCpC —j Y1813raAC@ . COm argal ARIORMING coveancce eAna INSURER A: EFJ sAR EACH OCCURRENCE $ 1,000,000 INSURED Midalyn D@v@lopeme tit Inc INSURER B: MED EI(P (AnY one parse) INSURER 0: PERSONAL &AININJURY $ 1,000,000 14511 Rosewood RD INSURER 0: GENERAL AWRE4ATE Miami Takes, Fl 33014 INSURER E PRODUCTS - COMP/OPAm 305 - 773 -6989 INSURER F $ COVERAGES CERTIFICATE NUMBER! RFVISInN NIIMARFR• 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 CLAMS. DUN LTR TYPE OF INSURANCE AWL 9rro POLICY NUMBER MIND MMVD LIMITS A GENERAL LIABILITY $ COMMERCIAL GENERAL LIABILITY CdAIMISMtADE OCCUR 3DL8863 01/25/13 01/25/14 EACH OCCURRENCE $ 1,000,000 TOTMUMr- PREMISES Ea otmtrremo $ 100,000 MED EI(P (AnY one parse) $ 5,000 PERSONAL &AININJURY $ 1,000,000 GENERAL AWRE4ATE $ 1,000,000 GEW AGGREGATE LIMIT APPLIES PER: POLICY E LOC PRODUCTS - COMP/OPAm $ 2,000,000 $ AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS AUTOS SCHEDULED. HIRED AUTOS NO � rNEO Ee $ BODILY INJURY (Per person) $ BODILY INJURY (Per aa9dem) $ Per erXiderd $ S UMBRELLA LM EXCESS LUlB OCCUR CLAIMSMADE EACH OCCURRENCE $ AGGREIATE $ DED RETENTION S $ _ 10 WORKERS COMPENSATION AND EMPLOYERS LIASIUTY vim ANY PR0PF0ETOWPARTbiBIMG nn PRE]WOM EXCLIMED9 ❑ in WQ Gtemde Fn0m OF OPERAMONN.S below MIA Y IM r M ER EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE- E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/ VEHICLES (Atsrrh ACORD 101. AdtMarml Remerlts St tuft. B more W= is required) nuw�n / AM =l I ATI Ll MIAMI SHORES VILLAGE BUILDING DEPT. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES, FL33138 AUTHORIZED REPRESENTATIVE w i u m -zDI U AW W GURPURATION. All rights reserved. ACORD25(2010/05) The ACORD name and logo are registered marks of ACORD 7► 4 * f�i'� .4 k "mss"• 06-09-2011 JEF; .A V`J 1E:" STATE OF FLORIDA :THIEF FfWANCfA! JFFhu1 DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION i. i 'ONSTRUCTION INDUSTRY EXEMPTION This certifies that "the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: # "EIN 07/25/2011 EXPIRATION DATE: 07/24/2013 JUIZ MANUEL J 650147026 BUSINESS NAME AND ADDRESS' MIDALYN DEVELOPMENT INC 14511 ROSEWOOD RD M+IIAMI LAKES FL 33014 ►COPES OF BUSINESS OR TRADE GENERAL CONTRACTOR 2- CONSTRUCTION IMPORTANT: Pursuant to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt.., apply only within the s-ope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.0503), F.S., Notices of election to be exempt and certificates of election to be exemDI shall be subject to revocation it, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shelf revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. 0lNC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 "'LE ASE CUT OUT " :'-iE: i_ARD BELOW AND RETAIN. FOR FUTURE REFERENCE STATE OF FLORIDA -- - DEPARTMENT OF FINANCIAL. SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 07/25/2011 EXPIRATION DATE: PERSON: MANUEL J JUIZ FEIN: 650147026 BUSINESS NAME AND ADDRESS: MIDALYN DEVELOPMENT INC 14511 ROSEWOOD RD ' MIAMI LAKES, FL 33014 SCOPE OF BUSINESS OR TRADE: 1- GENERAL CONTRACTOR. 2- CONSTRUCTION IMPORTANT OPursuant to Chapter 440,05. {14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. 07/24/2013 Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt., apply only within the scope of the business or trade listed on E the notice of election to be exempt. R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Derry bottom portion on the job, keep upper portion for your records. ,;r.. -252 CERTIFICATE OF E_ECTION TO BE EXEMPT REVISED 01 -11 ,' IY v ��'. D 1 •'�..° I. ' �.0 Dm ),IjY R 219 FONT-CLASS ' frvtil.0�4UE`(D fE•OF .S. POSTAGE I A. PAID. MIA111L FL V, PERWr NO .i!..!". i ''° ": {i'" ti`s .2.91 ce'' 246034 -3 TH,S IS NOl A BILL_ - DO NOT PA'! RENEWAL r "WROMSMOMENT INC STATEM&o47 258297 -2 14511 ROSEWOOD RD 33014 MIAMI LAKES O>ALYN DEVELOPMENT INC s`°1W BUILDING CONTRACTOR WORKEI /S imf8mLrA euasssrnta &to' _ o DO NOT FORWARD On CITIEL a x o�n �op zooT To fma-mmmr on MIDALYN DEVELOPMENT INC °4. AVELINO LEONCIO PRES 14511 ROSEWOOD RD rax MIAMI LAKES FL 33014 08/29/2012 ' 60040000395 s 000045.00 �tt�trt�t�t? tttt�it��r��� :tfitttt�ftt�tlat�iEta��jttt�7 SEE OTHER SIDE Z 'd S�Z6 'ON 200'd 200ED29SOE S31VI30SSV 993A N01: L Z l0lA l 'la0 8D:91 amivavm xN I 06/12/2013 10:26 FAX 3059329486 BRAVURA CONDOMINIUM AN 06te/Time JUN-01-2005( o) mos ,NOV• 5.2012 !2:41 PM WEBB ASSOCIATES 3056243002 I fl Wo! LK pq LL tfil F CL 16008/009 0 60016001a xyd 00 TET nHx claz/s�/;O F: \01 Prolect Flies\ 2010 -MPSWW Wind Charts\ Reference \00- MPS10400 Series CBC 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" WIND VELOCITY =175 MPH I MRH 5 60' DESIGN LOADS FOR COMPONENTS A CLADDING EXPOSLIRE'C' BASED ONKd =0.85 INTERIOR ZONE 4 PRESSURES WFERHA ZONE 5 ESSURES I ENCLOSED STRUCTURE, FLAT TERRAIN Mean DESIGN PRESSURES PS - ZONE 4 Roof Tdbuta Area Ft 10 15 20 25 30 35 _40 1 45 _ 50 Height 10 15 20 25 515 -50.0 48.9 30 47.1 46.4 0 -ISft -43A - 42.4 -4L5 -41.1 -40.6 +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +40.1 +39.0 +38.2 +37.7 +37.2 + f, -54A -52.2 �. - 495 -44.0 - 43.0 -42.2 - 41.6 -41.1 16 ft MASTER PLAN SHEET 1 d. 0 y f 16 ft +40.6 +39.5 +38.8 +38,2 +37.7 + +39.5 +38.8 X36, +37.7 +37.3 -44.6 -435 - 42.8 - 42.2 - 41.7 -4 . -51.4 -50.2 3 17 ft - 47.6 - 47.0 -46.5 17 ft 4p +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37 4 +38,7 6 8 +37.8 -45.1 -".0 - 43.3 -42.7 -42.2 -535 -52.0 -50.8 - 49.8 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 _ +39.7 + 15 +38,2 -05.7 - 44.6 -43.8 - 43.2 - 42.7 -4 -52.6 -51.4 -50.4 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38,7 +38.3 +38.0 +37.7 -46.2 -45.0 -44.2 - 43.6 - 43.1 - 42.7 - 42.3 - 42.0 -41.7 20 ft +42.6 +41.4 +40.6 +40.0 +39,5 +39.1 +38.7 +38.4 +38,1 -50.0 -46.6 -455 - 44.7 -44.1 -43.6 -43.1 -42.8 - 42.4 -42.1 21 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 -47.1 - 45.9 -45.1 - 44.5 - 44.0 - 43.6 - 43.2 - 42.8 -42.6 22 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 -475 -46A - 45.6 - 449 -44.4 -44.0 - 43.6 - 43.3 -43.0 23 ft +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39S +39.2 -48.0 - 46.8 - 46.0 - 45.3 - 44.8 - 44.4 -44.0 -03.6 -43.3 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 -08.4 - 47.2 -46.4 - 45.7 - 45.2 - 44.7 - 44.4 - 44.0 -43.7 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +39.9 -48.8 - 47.6 - 46.8 -46.1 -45.6 -457 - 44.7 - 44.4 -44.1 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 -49.2 - 48.0 - 47.1 -465 -45.9 -455 -45.1 - 44.7 -44.4 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 49S -48,3 47.5 46.8 46.3 45.8 -4-S.4 7_4S 28 ft +45.7 +44S +43.6 +43.0 +42.4 +42.3 +41.8 +41.3 +40.9 +40.6 -49.9 -48.7 -47.8 - 47.2 -46.6 -55.3 -54.2 -533 -52.5 -51.8 29 ft +46.0 1 +44.8 1 +43.9 +43.3 +42.7 50.3 - 49.0 - 48.2 -47.5 -47.0 +41.6 +41.2 +40.9 +40.6 o 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 -52.9 -52.2 -51.6 ft -51.0 - 49.7 - 48.8 - 48.2 - 47.6 4 . +45.7 32 ft +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 61.6 -59.2 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. ft 2.1 -51.9 - 50.7 -49.8 - 49.1 -48.S +46.0 35 ft +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 .2 -62.1 -59.6 +47.9 +46.6 +45.7 +45.0 +44.5 -53.0 -52A 30 ft -53.4 -52.1 -51.2 -505 - 49.9 -49 +46.3 40 ft +49.2 1 +47.9 1 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 1 +44.1 -60.4 -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -495 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.S +45.2 +45.7 -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 +46.6 -57.1 -55.7 -54.7 -54.0 -53A -52. 8 -52.4 -52.0 -51.6 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +484 +47.9 +47.5 +47.1 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60 ft +53.6 +52.21+51. -60.4 -59. +49.3 +48.8 +48.4 +48.0 Mean DESI RES(PS -ZONES Roof ° TMbuta Area Ft fight 10 15 20 25 30 35 _40 1 45 _ 50 0 -15 ft REV - ADJUSTED HEIGHTS 515 -50.0 48.9 47.9 47.1 46.4 X5.8 45 2 +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 DESIGN LOADS FOR COMPONENTS &CLADDING -54A -52.2 -50.7 - 495 - 48.6 - 47.7 - 47.0 - 46.4 -45.9 16 ft MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 d. 0 y f O •• O -p v +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 -55.1 -523 -51.4 -50.2 - 49.2 -48.4 - 47.6 - 47.0 -46.5 17 ft +41.1 +40.0 +39,3 +38,7 +38,2 +37.8 +37.4 +37.1 +36.8 -55.7 -535 -52.0 -50.8 - 49.8 - 48.9 -48.2 -47.6 -47.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38,2 +37.9 +37.5 +37.3 -56.4 -54.1 -52.6 -51.4 -50.4 - 49.5 48.8 - 48.1 -47.6 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -57.0 -54.7 -53.1 -519 -50.9 -50.0 - 49.3 -48.7 -48.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38,7 +38.4 +38.1 -57.6 -55.3 -53.7 -52.4 -51.4 49.2 -48.6 21 ft +43.0 +419 +41.1 .... .. 39. ,. ,. +38.5 -58.1 -55.8 -54.2 - S .6 -49.0 22 ft +43.4 +42.3 +41.5 $ r 9.2 +38.9 -58.7 -56.4 -54.7 1 49.5 23 ft +39.2 569 -55.2 -5. 50.0 24 ft +44.2 +43.1 +42.2 +41.6 +41 j .2 +39.9 +39.6 -S . -57.4 -55.7 .4 ft +44.6 +43.4 +42.6 9 -MA 9.9 -60.2 -57.8 -56.2 -54 - -50.5 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 -60.7 -58.3 -56.6 -55.3 -54.2 -533 -52.5 -51.8 -51.2 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 ft +45.7 +445 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 .2 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52A 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft +47.0 +45.7 +4.9 +44.2 +43.6 +43.2 +42.7 +424 +42.1 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -4.1 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 65.9 63.3 -61.5 60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40ft +49.2 +47.9 +47.0 +46.3 +45.7 45.2 +.8 +44.4 +44.1 -67.6 -643 -63.0 -61.6 -60.4 -59. -58 -57.7 -57.0 45 ft +50.5 +9.1 48.2 +47.5 +46.9 44 +45.9 +45.5 +45.2 -69.1 -66.4 -6.4 -63.0 -61.7 6.7 -59. -59.0 -58.3 soft +51.6 +50.2 +49.3 +48.5 +47.9 +474 +47.0 +46.6 +46.2 -70.5 -67.7 -65.8 - 64.2 -63.0 -61.9 -60.2 -59.5 55 ft +52.7 +51.3 +50.3 +495 +48.9 +48.4 +475 +47.1 -71.8 -69 -67 - 65.4 -64.1 -63.1 - 61.3 -60.6 60 ft +53.6 +50.4 +49.8 2. TABLES VALID C 3. TABLES VALID F LESS THAN 10° SHAT 4. IDENTIFY THE IN CANNOT BE IDENTIF 5. ALWAYS ROUND 6. CALCULATE THE THE SPAN LENGTH (I AREA OF AN OPENING D BE USED. ALWAYS ROl TRIBUTARY AREAS SH D, 7. IDENTIFY THE ZONE OF THE OPEP THE FIGURE OR INFORMATION BY OTI CONSIDERED THE MORE CRITICAL (O 8. READ OFF POSITIVE AND NEGATP MUNICIPALITY IN ACCORDANCE WITH 9. FOR SITUATIONS THAT REQUIRE I FACTOR OF 1.18. VERIFY Kd REQUIRE GENERAL NOTES: rORST ' PRESSURES. 'WORST CASE' IS N VARIAB LE AS DESCRIBED BELOW. THESE TABLES. F ICABLE REDUCTIONS FOR ROOF SLOPES S A SITE SPECIFIC CONDITION. GHT. IF THE MEAN ROOF HEIGHT VALUE OR CONSERVATIVE ASSUMPTION. N QUESTION (HEIGHT * WIDTH) OR AN EFFECTIVE WIDTH THAT NEE) NOT BE LESS WGEOST AREA BETWEEN STR UCTURAL LLS. IF THE TRIBUTARY ITICAL (10 SQUARE FEET) SHALL ESSER TABLE VALUE. FLISHED VALUE. i INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER ANY QUESTIONABLE OPENING IS TO BE R) ZONE. MURES FOR USE AS REQUIRED BY THE LOCAL ,TABLE VALUES ARE UNDER - DESIGNED BY A WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE, 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. 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 (GCPI - +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ - HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR VALUE USE IS OFFE 5. THIS SPECIFICA J�" CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICAT 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE INTENT A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY BY FRANK L. BENNARDO, P.E. TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED: ING WIND VELOCITY, EXPOSURE, AND OTHER ND VERIFIED BY THE GOVERNING 6)L RRA M FOR APPLICABILITY OF TABLE )UCTAPPROVED :RITERIA AND OTHER PPLICABILTIY OF THESE TABLE WITH GOVERNING CODES. ANCES. HOST STRUCTURE. CERTIFICATIONS OR a -30 %OF _ P3L0"/dOEMRH, LEAST HORIZONTA WHICHEVER IS S d QUESTION CONSULT DIMENSION OR 3FT (1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 5 I ® I 5 ti® O WALL ZONE FIGURES PEAK ROOF HEIGHT ROOF EAVE HEIGHT ROOF HEIGHT a °o r T ° L�nawr INIT ISSUE GSS GSS ITHKD TSB �ATL D3lD5l12 2010 FLORIDA BUILDING CODE ENGINEERING EXPRESS z REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 3 ASCE 7 -10, CHAPTER 30 z DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, #106 ..' �z - THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 d. 0 y f O •• O -p v RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT ALTERATIONS, ATIONS,ADDMENS, F FRANK BENNROTHER ALTERanoNS ,ADDmoNS,wowlGHnrlo,oaoTHER MAR1 NOS TO THIS DOCUMENT ARE NOT PERMOTED AND ASCE � 7 10 W W W• ENG E#9885 CERT OF AUTH A9885 9 0 N „ rn M_ IAM MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 20" Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nay/ a!VZ 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. 07 Aluminum-Horizontal Slidine WindoW - APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02128/2006 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. Small Missile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall 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, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MapaWE Isn� "I}ae�� &8e@rn1Je� ISr�_February 16, ' Page 1 I . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is .No.'s 07- 0815.09 and 06- 0405.06) 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 POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. - FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07- 0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202 -94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 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 24113.2. 1, TAS 202-94 and -per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Yn, 4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural prepared by PGT Industries, Inc., dated 10/26/06, Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 analysis, complying with FBC, signed and sealed by Robert L. 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 has 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 scaled by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) Jaime D. Gascon, F. . 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 FT11,4858 and FTL,4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Submifled under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 114630.02, 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. Q 4 Jaime rc D. Gaon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 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. 118" '1' H A.090 DUPONT B. 516" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 11W HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116" LAMI CONSISTING OF (2) LITES OF 11W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 11W OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" 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. J. 13/16" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.�GLASS, 3/16" OR 114" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 311W ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR IMPAIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13116" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: O XO, OX 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 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 040721.01, 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 HURRICANE ZONE (HVHZ� 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. J.J. 1 90117111 1 E IFBC 2090 CODE CHANGE 820/11 1 D I ADDED 10 CAP TO BE TEMPERED A +30FT NOTE. I F.K 1 4115107 1 C IADD FTL -5330 TO NOTES 7& CHG. NOTE 8 TO CURRENT EDIT. I J.J. 0 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1529 1c; NOKOMIS. FL 34274 vidbly Better GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT serkwwoear saw I saes ara**N. IRM HR710 I NTS 11-f 11 1 4127 -10 1 E NOA DRAWING MAP SHEET GENERAL NOTES .............1 GLAZING DETAILS............ 2 DESIGN PRESSURES....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 5 ANCHORAGE .................... 8-11 PRODUCT REVISED as complying witli the Florida Building Code Acceptance No %1€€€111 Qom,: .• �c • No. 58705 u, I VA-0.. V---4 .._ O�. sT T OF •' �•: .c� `•• FcoR�o�• ' •0,: S1OJ DNS tRtL �C` ��• A. LYNN MILLER, P.E. P.E.# 58705 0 aEXTERIOR INTERIOR r> 55 112" NOM. (ALL SECTIONS) GLASS BITE 51 63,64,65 21 .1 F � I 500 21 N.M. � F � 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" LAMINATED 5/16" OR 318" AIR SPACE 1/8" OR 3/16" ANNEALED OR TEMPERED GLASS QD 13116" NOM. 13/16" LAMI 1G .GLASS W/ 5/16" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS ,dm] 1/2" NOM. GLASS BITE 72,73,74,75,76,7 i 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3116" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED OR TEMPERED GLASS ap 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI AD 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. J.J. 90117/11 E I NO CHANGE THIS SHEET r-jcmT- F.)C w1w Vale. 1070 TECHNOLOGY DRIVE J R 6120111 D ADDED 1G CAP TO BE TEMPERED O +30FT NOTE NOKOMIS, FL 34276 4115107 C NO CHANGE THIS SHEET P.O. BOX 1529 gwn1;r &9: Checked , mw I NOKOMIS, FL 34274 Yts * Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 I Full 1 2 -t 11 1 412710 1 E PRODUCr REVISED as complying wide dw Florida Building Coda AcompAmNo o i Date c Miami IDads Patti vct Con 11111 i.YNN 41/(4����i�� �; • �' •. it - - -Ir Iyo. 58705 Lu ���� FLORI�P••• .Cj?: �'''�SS10NA```� A. LYNI�fM1l WM\ P.E. P.E.# 58705 TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE GLASS WINDOW HEIGHT ALL HEIGHTS UP TO. WINDOW HEIGHT TYPE TO 86 7116" A'B'C' G,H,! 26" 36" 38 3/8" 4$" 50 518" S4" 80" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 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 -56.2 106 318" 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 1 +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,1- +75.0 -75.0 TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO. 63" WIDTH TYPE TO 86 7116" A'B'C' G,H,! 36" +so.o -60.0 TO 86 7116" D'E'F' J,K,L 60" +75.0 -75.0 TABLE 3. OX AN XO LANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE A. 5/16" LAMI - (118" A, .090,1/8" A) "r _c; --- WINDOW HEIGHT LAMI I13-1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" 26" 36" 38 318" 48" SA 51 'S4" 60" 63" 60" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 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 1 +75.0 -75.0 +74.2 -74.2 +70.2 1 -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, ,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 (XOX), FTL -4859 (OX & XO) AND FTL -5330 10/17/11 E A. 5/16" LAMI - (118" A, .090,1/8" A) "r _c; --- G. 13116" LAMI I13-1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,118 "A) B. 5116" LAMI - (1/8" A, .090,1/8" HS) 4/16107 H. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAM! - (1 18 "A, .090,1 /8 "HS) C. 5/16" LAM] - (1 /8" HS, .090,1/8" HS) E I. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5116" OR 3/8" AIRSPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 11A) E. 7/16" LAMI - (3/16" A. .090, 3/16" HS) K. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116 "A, .090, 3 /16 "1-IS) F. 7116" LAMI - (3116" HS, .090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3116 "A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3 /16 "HS, .090, 3 /16 "HS) J.J. ' 10/17/11 E INO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SQX 1529 NOKOMIS. FL 34274 _ "r _c; --- DESIGN PRESSURES 8r. J.R. 6120111 D ADDED IG CAP TO BE TEMPERED @ +30FT NOTE. rso: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F. K. 4/16107 C� ADD INTEGRAL FIN OPTION A UPDATEA87M E 1300 -02 OPs Visibly Better _ j "� 1 4927 -90 E mvno, F.K. om: 2/28/08 yea J J. Hate 3/23!06 ree 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. PRODUCT' REVISED as complying with the 1F10ridq Building Code Acceptance No •> Da G� • 1 Miartti Dfib Pmduct Control l 1 �`.�s�� '�Ol~sys''••F4' • V •. / � • .58705 �'�.•' STAYEOF •'•�G�: / A. L4lbd�III refit F . P.E.# 88705 27 3 /8" J.J 1. 11 MAX. WIDTH I.F. FRAME -- =—j 111" MAX. WIDTH FLANGE FRAME 57 3/8" MAX. DLO ALL FIXED LITES. DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16" MAX. 33 9116" MAX. DLO FIXED C -"a- -� • DLO VENT 0 Q 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 63" MAX. FLANGE FRAME ALL CONFIG. 27 3/8" 27 3/6" r 85 7/16" MAX. WIDTH I.F. FRAME ---*�I 86 7/16" MAX. WIDTH FLANGE FRAME a.1 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 �• 77 MAX. WIDTH I.F. FRAME ----� VIEW D -D 74" MAX. WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR 11 E NO CHANGE THO SHEET 7070 TECHNOLOGY DRIVE E•LEVATlONS 1 D NO CHANCE TH/S SHEET NOKOMIS. FL 34276 N&I 7 c c'N° oN a . s. °N3 P.O. BOX 1620 ALUM. HORIZONTAL ROLLER WINDOW IM NOKOMIS, FL 34274 jl�j�r $��• Iftoft li�eeC N0 s J.J. am HR710 NTS 4 or 99 412710 PRODUCT REVISED as complying with tho Florida Building Code Acceptance No o ""' • O l P Dat Mian~i Dade Product Control`-, 4YNN M/ `��`���• y�GSNSF • `C�'P 140. 58705 2, Z ST 7 iOit� •'•. FCOR104'•''•0 \� ;T �'�is`J� �/�ONAL "' A. LYNWILLW P.E. E P.E.# 58706 MAX. HEIGHT FLANGE FRAME MAX. J.J. \,; j SECTION C -C (VERTICAL SECTION, FLANGE FRAME) 10117/11 E NO CHANGE THIS SHEET INTERIOR �I �37 ] � 32) (35 )-� i1 [-�22 MAX. VENT DLO (-+— MAX. FIXED DLO --I i - MAX. WIDTH (FLANGE FRAME) EXTERIOR 99 SECTION B -B �7 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) l-+- MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. FRAME) 0 TECHNOLOGY DRIVE NOKOMIS, FL 342.15 P.O. BOX 1528 ilcm- NOKOMIS, FL 34274 1 Visibly Better HEAD (VERTICAL SECTION, I.F. FRAME) SECTIONS Ift ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s x 10 1 SR* Half moo 5 or 11 412 %10 E PRODUCT REVISED as complying wish Ow FIOTWB Building Cads Arcanfant -AWn I1-0 1 11 -/ r 1111111 x % -YNN `����'���•'��CENS�•''`�'Q NO-58705 ->� �� rte, • W +� ?s;rAVF- %•O • OF -�:V ONAtL �� A. LYNN MILLER, P.E. P.E.# WM fEM DWGI# IREV DESCRIPTION MAT'L PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237' 2 4025 13/16" LAMI IG I /8 "A MIN.), 3/8" AIR SPACA 5/16" LAMI 1 /8 "HS, .090 PVB 1 /8 "HS SASH STOP STD.) ANTI LIFT CLIP) 6063 -T5 AL 612244 3 " 13/16" 1AMIIG-3/I6 "A IN. 5/16" AIR SPA 5/16" LAMI 1 /8 "A,.096m 1 /8 "HS) # 8 X 3/4 PH. PAN HEAD 7834AA 4 4053 13/16" 1AM1 IGIMA (MIN.), 1/4" AIR SPACE, 7/16" LAMI 3/16 "A, .090 PVB, 3/16 "A SASH STOP COVER (SASH STOP 6063 -T5 AL 13/16" LAMI ]&I/8"A IN.1 1/4" AIR SPACE, 7/16" LAMI 3/16'A, .090PVB, 3/16 "H 6 4136 13/16" LAMI ICY-1 /8"A (MIN.), Jhr AIR SPACK 7/16" LAMI 3/16"HS, .090 PVB, 3/16 "HS FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 13116" LAMI IG-3 /16 "A IN.), 3/16" AIR SPAM 7/16" LAMI (3/16!'A,.090 PVB, 3 /Ib "HS) SILL ADAPTOR 606376 AL 64137 8 4131 1014 ROLLER TRACK 6063 -T6 AL 64131 10 71298 1630 WEEP HOLE COVER POLYPROP. 71298 12 1626 1631 ADHESIVE OPEN CELL FOAM PAD SCRMq CORNER KEY W /OUT RING 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 1624 GASKET FOR MAIN FRAME SILL JOINT ISCRUiEN SPLINE -.135 DIA. FOAM 74134W/K 15 1155 1635 #8 X 1.000 gEAD PN. SMS SCREEN SPLINE- .135 DIA. HARD 781P QA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 6411 OG 17 4054 B FIXED MEETINGRAIL 6063HD -T6 AL 64054A 19 4066 WSTP.,.187 X.239, FIN SEAL 640660 21 4105 ISASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250 X.270 BACK, FIN SEAL 61683G 23 225 -1 ROLLER HOUSING & GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEMNGRAIL 6063HST6AL 64006 33 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S160 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 1#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 61693G 39 7070 BULB WEATHERSTRIP .187 X.275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR R 41 4139 ILF. FRAME HEAD 6063 -T6 AL 64139 42 4140 ILF. FRAME SILL 6063 -T6 AL 64140 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR VALENT 51 1224 V N- YLGLAZINGBEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD - 5116" 6063 -T5 AL 64039B 54 4044 B (KAZINGBEAD - 5116" W /GRILL KIT 6063 -T5 AL 644703 55 4222 A GLAZINGBEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 59 4067 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 60 GLASS 5/16" LAMI (1/8" A,090 PVB, 1/8" A) 61 5/16" LAMI 1/8" A,090 PVB 1/8" HS 62 5/16" LAMI 1/8" HS, .090 PVB, 1/8" HS) 63 7/16" LAMI (3/16" A,090 PVB, 3/16" A) 64 " 7/16" LAMI 3/16" A,090 PV% 3/16" HS) 65 " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) J.J. 1 10/97/11 1 E [NO CHANGE THIS SHEET GLASS TYPES MR] ITEM DWC W REVI DESCRIPTION MAT'L PGT# 66 GLASS 13/16" LAMI I0•1 /8 "A (MIN.), 3/8-AIR SPACF 5/16" LAMI (1/8"A,.090 PVB, 1 /8 "A 67 11 13116" LAMI 16-1/8 "A (MIN.), 3/8" AIR SPACES 5/16" LAMI (1/8-A,.090 PVB,1 /8 "HS 68 13/16" LAMI IG I /8 "A MIN.), 3/8" AIR SPACA 5/16" LAMI 1 /8 "HS, .090 PVB 1 /8 "HS 69 13/16" LAMI I0- 3/16 "A MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8-A,.090 PVB, 1/8"A) 70 " 13/16" 1AMIIG-3/I6 "A IN. 5/16" AIR SPA 5/16" LAMI 1 /8 "A,.096m 1 /8 "HS) 71 13/16" IAMi ICr3/16"A (MIN.) , 5/16" AIR SPACE, 5/16" LAMI {1 /$ "HS, .090 PVB, 118 "IiS 72 13/16" 1AM1 IGIMA (MIN.), 1/4" AIR SPACE, 7/16" LAMI 3/16 "A, .090 PVB, 3/16 "A 73 " 13/16" LAMI ]&I/8"A IN.1 1/4" AIR SPACE, 7/16" LAMI 3/16'A, .090PVB, 3/16 "H 74 " 13/16" LAMI ICY-1 /8"A (MIN.), Jhr AIR SPACK 7/16" LAMI 3/16"HS, .090 PVB, 3/16 "HS 75 " 13116" LAMI IG•346 "A {MIN. ), 3/16" AIRSPACES 7/16" LAMI 3/16 "A, .091 PVB, 3/16 "A 76 " 13116" LAMI IG-3 /16 "A IN.), 3/16" AIR SPAM 7/16" LAMI (3/16!'A,.090 PVB, 3 /Ib "HS) 77 13116" LAMI 1&3 /16"A IN. 3/16" AIR SPACK 7/16" LAMI (3 /16 "HS . PVB, 3/16 "HS 90 1014 SCREEN FRAME (HOR & VER. ) 3105-H14 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCRMq CORNER KEY W /OUT RING POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 ISCRUiEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCRE N CLOTH .062 41 I.F. FRAME HEAD #4139, 6063 -T6 2.784 062 1.988 43 I.F. FRAME JAMB #4141, 6063-T6 0 OEO MIS, FL 4 DRIVE NOKOMIS, FL 34278 P.O. B9X 1529 NOKOMIS, FL 34274 Mbly Better 42 ARTS LIST 3.152 I.F. FRAME SILL #4140,6063-T6 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 I NTS 1 6-, 11 ' 4927 -90 1 E l>RODUCT ReVISED as complying with the Florida Building Cade Acce Lance N -' 4 ' n ,ga Miatut' ade I'm tm Contra 111111 u7 LYNN i, No.58705 OF Lu ••'. STA i •• •• FLORIOP'.'• ����/Sjs /O N AL •�� ��`� A. LYNN 11�I1Lt, P.E. P.E.# 66705 .062 1. 73 Lj.F �-2.710--� 1.A'73 1. 22 FLANGE FRAME HEAD �..J #4102A, 6063 -T6 —4--.062 .490 T— 1-.- 1.451 ---1 SASH STOP #4025, 6063 -T5 062 1 1!� 21 SASH TOP & BOTTOM RAIL #4133,6063-T6 .050 .678 1.096 -T S GLAZING BEAD, 6/16' #4044B,.6063-T5 (USED W/ GRILL KIT) J.J. I 90/17/11 I E NO. CHANGE TH13 SHEET R J 6/20/99 ftD R NO CHANGE THA SHEET F.K 4196/07 I C� NO CHANGE THM SHEET ------ 2.710 -- 1 (D FLANGE FRAME SILL #4136,6063-T6 .061 .437 1.46 (8) HORIZ. ROLLER TRACK �� #4131,6063-T6 2 79 .062 32 SASH MTG. RAIL #4006D, 6063HS -T6 .05o I VL. 1.09& 1-- -F{ T 55 GLAZING BEAD 7/16" #4222A, 6063 -T5 52 1.187 [-+— 3. 90 O FRAME SILL ADAPTER #4137,6063-T6 vj 1.18 2 A6 �1.403- 17 FIXED MEETING RAIL #40548,6063HD -T6 2. 26 �9 .062 .291- 37 SASH SIDE RAIL #4126, 6063 -T5 .050 678 1.115 @) GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) 0 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1628 NOKOMIS, FL 34274 oftwon- EXTF P' T Visibly Better swtw#Aft HR710 1--1.513--1 .738 P443-� SASH STOP COVER #4053, 6063 -T5 I- t---- 2.784 --�{ T1 n n I 1.363 1,71 A82 13 FLANGE FRAME JAMB #4002A, 6083 -T6 .050 I 1.096- -�-� ---~� 53 GLAZING BEAD, 5/16" #4039B, 6063 -T5 1 .683 ::Low ��+ ---► -1.097 S GLAZING BEAD, 13/96" #4067, 6083-T5 HORIZONTAL ROLLER WINDOW, IMPACT Half 1 7 of 99 1 4927 -90 1 E PRODUCT RBVISED as oomplyi�s� with die Florida Building Code Acceptacs No • rMuNaWl] Contra' 11111111 LYNN `: `i� •' • ��GENSF • •. 'Q i No.58705 w; • STA �O ••j(!� ,/`;Sf0NAf L �� �.�. A. LYNIN MILLER, P.E. P.E.# 58705 (ANCHOR QUANTITIES, XOX ANCHOR TYPE j 2,3, WOOD & SUBSTRATE I ZONES WINDOW SIZE I HEAD & SILL w v u 48.000 50.625 54.000 60.0DD 63.000 60.000x 38.375 48.000 50.825 54.000 60.000 60.000 63.000 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 106.375 x 38.375 48.000 50.625 54.000 .117 - WINDOWS TABLE 4 NOT PES A, ,C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ` NCIiO 2, CONC 1, 2,3, WOOD 2, CONC 1, CONC _ 11 " LC® ;PI PCON 2 -114" ELCO S84 CRETE -FLEX 3 - 912 STEEL SCREWS (G5) ZONES ZONES ZONES Z NES ZONES A D rn HEAD & SILL HEAD & SILL � a +C2 +1 +C2 +11 211 +C2 +1 +C2+1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2+1 1 +C2 +2+C2 +1 1+C2+2 +C2+1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 1 +C3 +3 +C3 +1 60.000 63.000 1 +C3+3 +C3 +1 1 +C3 +3 +C3 +1 111.000 x 38.375 48.000' 50.625 54.000 60.000 63.000 1 +C2 +3 +C2 +1 1 +C2 +3+C2 +1 1 +C2 +3 +C2+1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 l +C3 +3 +C3 +1 J 1 6120119 1 D Wd . DOW tie F.K.. 4(15)07 C aw„eye Bata: Chodmdi F.K. 2128106 J.J. 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2+1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2+1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +2+C2+1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2+C2 +1 1 +C2 +2 +C2 +1 1+C2 +2 +C2 +1 1 +C2 +2 +C2+1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2+1 1 +C2 +2 +C2 +1 1 +C2 +2+C2 +1 1 +C2 +2+C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 rf ":114IJV AI 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C3 +2+C3 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2+2 +C2 +1 1 +C3+2 +C3 +1 1 +C3+2 +C3 +1 1 +C2� +3 +G2 +1 1 +C3 +3 +C3+1 1 +C3 +3 +C3+1 1 +C3 +3+C3 +1 1 +C4 +3 +C4 +1 1 +C4+3 +C4 +1 1 +C2 +3 +C2+1 1 +C3+3+C3 +1 1 +C3 +3+C3+1 1 +C3 +3+C3+1 1 +C4 +3 +C4 +1 1 +C4 +3 +C4 +1 rn cn 2. GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 & SILL g HEAD & SILL HEAD & SILL g A. 5116" LAMI - (1/8" A,.090,1 /8" A) FT GLASS TYPES G - L SHALL HAVE A ¢� ' B. 5/16" LAMI - (118" A,.090, 1l8" HS) TEMPERED I G GLASS CAP BOTH THE DP AND 1 +C2 +1 +C2 +1 1 2 f 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 I 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +2 +C2+1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C3+2 +C3+1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C3 +2 +C3 +1 1 +C3 +2 +C3 +1 1 +C2 +3 +C2 +1 1 +C3 +3+C3 +1 1 +C3 +3 +C3 +1 1 +C3+3 +C3 +1 1 +C4 +3+C4 +1 1 +C4 +3 +C4 +1 1 +C2 +3+C2 +1 1 +C3 +3 +C3 +1 1 +C3+3+C3 +1 1 +C3 +3 +C3 +1 1 +C4 +3+C4 +1 1 +C4 +3 +C4 +1 UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+ +2+C2+1 1 +C2 +2+C2 +1 1 +C2 +2 +C2 +1 1 +C2+2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2+1 1+C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2+1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +3+C2 +1 1 +C2 +3 +C2 +1 1 +C3 +3+C3 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3+1 1 +C4 +3 +C4+1 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C3 +3+C3 +1 1 +C4 +3+C4 +1 1 +C2 +1 +C2+1 2 C. 5116" LAMI - (118" HS,.090,1/6" HS) ' D. 7/16" LAMI - (3/16' A,.090, 3/16 A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAM[ - (3116" A,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 9" REF. X O X LYNN �� ��0.••• '••• <( �i \,ICENSF' F. 7/16" LAMI - (311(" HS,.090, 3/16" HS) ' 1 +C2 +1 +C2 +1 3 " G. 13/16 LAMI IG -118 OR 3116 A (MIN.). 5/16 " OR 3/8 " SPACE, 5116 LAMI - 0/8 " A490, 1/8' A) H. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 6116" OR 31W SPACE, 5M6" LAMI - 0W A,.090,1/8" HS) 1+C2 +1 +C2 +1 3 I. 13116" LAMI IG -11W OR 3116" A (MIN.). 5/16" OR 318" SPACE, 5116" LAM[ - (1 /8" HS,.090.1/8" HS) HORIZONTAL ROLLER WINDOW IMPACT 1 +C2+1 +C2 +1 3 J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3116-A,.090, 3116" A) K. 13116" LAMI IG -118" OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 711W LAMI - (3116" A,.090, 311W HS) 1 +C3 +1 +C3 +1 3 Rafe L. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7116" LAMI - (311(" HS..090, 311W HS) Isaek NTS 8 a 11 1 +C2+2 +C2 +1 2 P.E.# 1 +C2 +2 +C2+1 1 +C2 +2 +C2 +1 1 +C2 +2+C2 +1 1 +C3+2 +C3 +1 1 +C3+2 +C3 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C3+2 +C3 +1 1 +C3 +2+C3 +1 1 +C3+2 +C3 +1 1 +C2+3 +C2 +1 1 +C3+3+C3 +1 1 +C3 +3+C3 +1 1 +C4 +3+C4 +1 1 +C4 +3 +C4 +1 1 +C4 +3+C4 +1 1 +C2 +4 +C2 +1 1 +C3 +4+C3 +1 1 +C3+4+C3 +1 1 +C4 +4+C4 +1 1 +C4 +4 +C4+1 1 +C5 +4 +C5 +1 1 +C2 +4 +C2 +1 1 +C3 +4 +C3 +1 1 +C3+4 +C3 +1 1 +C4 +4 +C4 +1 1 +C4+4 +C4 +1 1 +C5 +4 +C5 +1 0 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Better 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY: X O X 1 +C3 +4 +C3 +1 3 -•- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF -(3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 314" max. -'-i � --3" MIN. 9" REF. X O X PRODUCT Rr -VISED MTG. RAIL, NP. as complying with the Florida Building Corse EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Acceptance No o Da (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX. 1 1/2" TYP. I+-3" MIN. . �illlrri� 9" REF. X O X LYNN �� ��0.••• '••• <( �i \,ICENSF' ' No. 58705 MTG. RAIL, TYP. _ = EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS STATE • 0. IF ,�`� '�� /0NAL �\\\ Y N r r! ff f 111 A. LYNN 158706 P.E. ANCHORAGE SPACING, XOX (114-112-114) HORIZONTAL ROLLER WINDOW IMPACT tiUM. t 8b"b Drew�pNIL Rafe HR710 Isaek NTS 8 a 11 4127 -10 E P.E.# ANCHOR QUANTITIES XOX 113 -113 -113 WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 -1/4" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 412 STEEL SCREWS (G5) cc C07 co w 2. GLASS TYPES: Q WINDOW SIZE HEAD & SILL HEAD A SILL 2 HEAD & SILL HEAD & SILL HEAD & SILL j HEAD & SILL g A. 5/16" LAMI - (1/8° X.090, IN A) FOR INSTALLATION IN THE HVHZ ABOVE 30 �y v H -, -� B. 511W LAMI - (1/8" A,.090,118" HS) FT, GLASS TYPES G - L SHALL HAVE A 48.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C. 5116" LAMI - (1/8" HS,.090,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 48.000 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7116" LAMI - (3/16" A,.090, 3/16" HS) 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F. 7/16" LAMI - (3116" HS,.090, 3/16" HS) 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G. 13/16" LAMI IG -1/8" OR 3/16-A (MIN.), 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8" A, -090, 118" A) 60.000 1 +C2 +1 +C2 +1.3 1 +C2 +1 +C2 +1 3 1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 H. 13/16" LAMI IG -118" OR 311W A (MIN.), 5/16" OR 318" SPACE, 51'16" LAM[ - (118" A,.090, 1/8" HS) 63.000 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 I. 1311W LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI;- (3/16"A,.090, 3116" A) 53.125 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 K. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090, 3/16" HS) 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 L. 13116" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAM[ - (3116" HS,.090, 311(" HS) 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 00.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 MEAD &SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 25 314" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. 48.000 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 TABLE KEY: 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1,3 1 +C2 +1 +C2 +1 3 X O X 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1.3 1+C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +03 +1 +C3 +1 3 -ANCHOR QUANTITY PER JAMB 60.000 1 +62 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +CZ +1 3 1 +C3 +1 +C3+1 3 63.000 1 +C2 +1 ±C2 +1 3 1+C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED 66.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 ON EACH MEETING RAIL PLUS (1) 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +i 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 ANCHOR AT EACH OPERABLE VENT 50,625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3 +1 3 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3+1 3 1+C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 (3" MIN. O.C. ANCHOR SPACING) 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 74.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 25 314" MAX. 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 � -+-3" MIN. 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3 +1 3 54.000 1 +C2 +1 +C2 +1 3 1 +C2 + 1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 W REF. X O X 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 T-t- 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 PRODUCT Ruth flU MTG. RAIL, TYP. as complying with tl►e h'lori�a 84.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 Z 1 +C2+1 +C2 +1 2 �3u[kti »BCo,�ie EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS AcmptenceNO 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 1 +C3 +1 +C3+1 31 n au��+ 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +c3 +1 +C3 +1 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 haws al sod 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 4 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 25 314" MAX. 63.000 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 1 112" TYP. I••� -3" MIN. t t 86.437 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 \��� D�J`I LYNN 4/� 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 9 REF. X O X �� '�� •• �,tCE11r3F'•.tF,� 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C3 +1 +C3 +1 3 T ' 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 i +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 ='• No. 58705 •.•' 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 63.000 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 i +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 f ltl Rawd8r. DOW aevlaron� ���•.•. STA E F J.J. 1 10/17/11 E NO CHANGE THIS SHEET ANCHORAGE SPACING XOX 113 - 113 -113 gy 1070 TECHNOLOGY DRIVE s Alt 8/20/11 D ADDED IG OAP TO BE TEMPERED +SOFT NOTE NOKOMIS, FL 34275 � rW ' ,'��� s /O�f A�- "a:\\\ �\ ` -- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ��'111111100 F.K. 4/15/07 C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP, ADJ. P.Q. IiOX 1528 �; sane N, NOKOMi8, FL 34274 Vtslbl Better A. LYNN M LLEIt, P.E. F.K. a /os �3123f06 y HR�10 NTS 9 -f 11 4927 -10 E P.E.# 68705 AN HOR TUT, TITIES, XO OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPES: ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC _ 1/4" ELCO TAP _ 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES n ZONES n ZONES n ZONES n ZONES n ZONES n 2, GLASS TYPES: " " Q m .•� m m Q m m � m M m m A. 5/16" LAMI - (118 A,.090,1/8 A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE 2 N 2 � 2 N 2 co N B. 5/16" LAMI - (118" A,.090,1 /&' HS) FT, GLASS TYPES G - L SHALL HAVE A W_ V H °� � _ °8 -<a °8 _ °� _ °8 _ °� C. 5116" LAMI - (118" HS,.090,1 /8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND ,37.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 D. 7/16" LAMI - (3/16"A,.090, 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 F. 711W LAMI - (3116" HSA90, 3/16" HS) 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 G. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 5/16" OR 3V SPACE, 5/16" LAMI - (1/8" A,.090,1 /8" A) H. 13/16" LAMI IG -118" OR 3/16" A (MIN.), 511W OR 3/8" SPACE, 5116" LAMI - (118" A,.090,118" HS) 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 I. 13/16" LAMI IG -118" OR 3/16-A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (118" HS,.090,1 /8" HS) 60.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 J. 13/16" LAMI IG -1/8" OR 311W A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3116" A) K. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 311W OR 1/4" SPACE, 7/16' LAMI - (3116" A,- 090, 3116" HS) 63.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 L. 13/16" LAMI IG -1 /8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" HS,.090, 3116" HS) 48.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C3 +1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 r 3 1 +C3 +1 3 18 314" MAX. FROM CORNERS. 60.000 1 +C3 +1 3 1 +102 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 JAMBS: W MAX. FROM CORNERS AND 22112" MAX. O.C. 63.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +102 +1 3 1 +C3 +1 3 TABLE KEY: o x 53.125 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 2 +q +2 3 -ANCHOR PER JAMB 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 50.626 1 +C2 ±1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF ( 54.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 CENTERED ON THE. HE MEETING G RAIL 60.000 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 PLUS (2) ANCHORS AT OPERABLE 63.000 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 48.000 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 (3" MIN. O.C. ANCHOR SPACING) 50.626 1 +C3 +1 3 1 +C2 +1 3 2+C3+2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 18 314" MAX. 54.000 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 �,.- -3 "MIN. 60.000 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 9" REF. 6 T_ 3.000 1 +C3 +1 4 1 +C3 +1 3 2 +C4+2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 X O 66.000 x 38.375 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 PRODUCTREVISED 48.000 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 MTG. RAIL asemnAyi"$w`mwemorida Auildh% Cade 50.625 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS AccopliumNa • >� • Dato 54.000 2+C3+2' 4 1 +C2 +1 3 2 +C3+2 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 Miaa►iDadeP a mro 63.000 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 183/4" MAX. 74.000 38.375 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 1 112" NP. # -r--3" MIN. tt1111� 48.000 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 g" REF. • LYNN fl.625, 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 T-- X O `•`��,.••i.r, vsF''•�F,p 1 • 54.000 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 - No. 58708 60.000 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 5 2 +C3+2 3 2+C4+2' 4 MTG. RAIL _ EXAMPLE CLUSTER Wi QTY. OF (4) ANCHORS --v 63.000 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2 +C4 +2 5 !� JJ� X17/11 A E NO CHANGE THIS SHEET' °�"�0"` ���}� •.' •. FTA F •: ��(/` ANCHORAGE SPACING OX AND XO WINDOWS caw 1070 TECHNOLOGYDRNE � i�� •........... COR {Dp`.• J R. 6120111 D ADDED K3 CAP TO BE TEMPERED @ +30FT NOTE NOKOMIS, FL 34276 T � sun F.K. 4116107 C CHG. TABLE# TO 6, d SELECT VALUES DUE TO ANCHOR CAP. AW P.O. Box 1620 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '��,; �N!'AL p�,yg gy; B;Fw NOKOMIS, FL 34274 V"& Better• s� 4� X LYNN Ul I 1 P.E. F.K. 2128106 J.J. 3123106 HR710 NTS of 11 4127 -10 1 E P.E. #68706 . , • . 1 /4" MAX. SHIM 1 �� MIN. WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 -J DETAIL E CONCRETE ANCHOR, NOTE 1 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1/4" MAX. SHIM 4 1/4" MIN. DISSIM1L^r% MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.5 KSI CMU) Q OR PER NOTE 1 .'' (3.4 KSI CONCRETE) CONCRETE . ANCHOR, NOTE 1 , 1 3/4" EXTERIOR INTERIOR • ° MIN. E.D (H &SILL DETAILS A, B, C, D, & H) TYP. 1x WOOD BUCK, NOTE 3 1 ET MIN. 3.4 KSI CONCRETE 1/4" MAX. SHIM • NOTE 1 1 3/4" MIN. E.D. TYP. DETAIL C ° MOM MEN 2x WOOD I BUCK, NOTE 3 J.J. 10117111 E NO CHANGE THIS SHEET wwar. vow J.R. 6120,01 ' D NO CHAWE THIS SHEET I<K. I 4/15/07 J.J. DETAIL D QSEE NAILINI INTERIOR (JAMB DETAILS E, F & 1) TTEERIIOR V WOOD ANCHOR, NOTE 2 1/4" MAX. SHI Al 3/8" MIN. SEE NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS t 0 TECHNOLOGY DRIVE ANCHORAGE DETAILS NOKOMIS, FL 34'175 'tfe: P.O. BOX 9828 �. ALUM. HORIZONTAL ROLLER WINDOW IMPACT : NOKOMIS, FL 34274 Visibly Better Itm HR710 Half 11 11 412710 E PRODUCT RHVISFID = c0snplyu>g with the Florida Suitdit Cade Acceptance No Ti on ate j,xp Miami ade Product Caritr ♦ ♦ ♦����gi LYNN Qom. • • vcErusF'•. F�,' No. 58705 ' STA �F ZOR A. LYNN �I�ER, P.E. P.E.# 58705 1314" MIN. E.D. TYP. �r NOTES: MIN. 3.4 KSI 2x WOOD BUCK , 1. FOR CONCRETE APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED 1/4 ELCO " CONCRETE NOTE 3 13/8" TAPCONS EMBEDED 13/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. NOTE 1 1x WOOD 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH BUCK, I hSHIM #12 TRIMFIT HEAD. NOTE 3 /4" 1/4" 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. me• MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, .ETA 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM NOTE 1 NOTE 2 DETAIL. B 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 P AS.•.F A - FRAME- #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. 1 /4" MAX. SHIM 1 �� MIN. WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 -J DETAIL E CONCRETE ANCHOR, NOTE 1 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1/4" MAX. SHIM 4 1/4" MIN. DISSIM1L^r% MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.5 KSI CMU) Q OR PER NOTE 1 .'' (3.4 KSI CONCRETE) CONCRETE . ANCHOR, NOTE 1 , 1 3/4" EXTERIOR INTERIOR • ° MIN. E.D (H &SILL DETAILS A, B, C, D, & H) TYP. 1x WOOD BUCK, NOTE 3 1 ET MIN. 3.4 KSI CONCRETE 1/4" MAX. SHIM • NOTE 1 1 3/4" MIN. E.D. TYP. DETAIL C ° MOM MEN 2x WOOD I BUCK, NOTE 3 J.J. 10117111 E NO CHANGE THIS SHEET wwar. vow J.R. 6120,01 ' D NO CHAWE THIS SHEET I<K. I 4/15/07 J.J. DETAIL D QSEE NAILINI INTERIOR (JAMB DETAILS E, F & 1) TTEERIIOR V WOOD ANCHOR, NOTE 2 1/4" MAX. SHI Al 3/8" MIN. SEE NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS t 0 TECHNOLOGY DRIVE ANCHORAGE DETAILS NOKOMIS, FL 34'175 'tfe: P.O. BOX 9828 �. ALUM. HORIZONTAL ROLLER WINDOW IMPACT : NOKOMIS, FL 34274 Visibly Better Itm HR710 Half 11 11 412710 E PRODUCT RHVISFID = c0snplyu>g with the Florida Suitdit Cade Acceptance No Ti on ate j,xp Miami ade Product Caritr ♦ ♦ ♦����gi LYNN Qom. • • vcErusF'•. F�,' No. 58705 ' STA �F ZOR A. LYNN �I�ER, P.E. P.E.# 58705