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WS-10-1218BUILDING PERMIT APPLICATION C 20 Permit Type :. BUILDING ROOFING Job Address (where the work is being done) ' 9 9 ? 5 r City .: Qualifier Name Contact Phone Mii . $hores Village Building Dep n.ent 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Te1; (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER; :(305) 762.4949 State Permit No; 0, : I O 12 Master Permit No. Owner's Name (Fee Simple Titleholder) triic '/1 Ag /'!Z 75 4'/ Phone # 3 3 S 75'u /. 'b?S Owner's Address i'Vr: 99 'S:.... City ./> Afro pc State Zip .33i 3.9 Tenant/Lessee Name Phone # Email City Miami Shores Village County Miami -Dad ��_�_Zip 33/3 f ? :Z 0 3 ) 7a FOLIO /.PARCEL # �� Is Building Historically Designated YES NO Flood Zone. Contractor's Company Name 0 ip') e I" Su C?e I^ PY Phone # Contractor's Address Zip Phone # State Certificate or Registration No Certificate of Competency No E -wail Architect/Engineer's Naine (if applicable) Phone # Value of Work For this Penult $ (POD` Square / Linear Footage Of Work; Type of Work: ®Addition DAlteration DNevv .. ►1 . Repair/Replace • ... (� Demolition Describe Work: A iQ ,2L' :�I,� octJ:s lug r:' Mcr Fees Submittal Fee $ Permit Fee $ /e3 CCF $ 3.000 CO /CC $ Notary $ Training/Education Fee $ 1.20 Technology Fee. $ Scanning $ �� Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Reverse side --3 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 installatiion.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 a ll` 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 NOT!CE OF COMMENCEMENT." Sign: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009). ■ Signatures Signature Owner or Agent Contractor The for o' g inst u ent was ac • • vvl ' before • e thi e foregoing instrument was acknowledged before me this day of , 2J , by .LA I . ::. :I , 20 _ , , by l who is rsona y to me or who has produced A who is personally known to me or who has produced S ' 1 x-01 7didentification and who did take an oath. as identification and who did take an oa NOT PUBLIC: i n NOTARY PUBLIC: ys Sign: • oia ?- . Print: 1 '.- �o ,. mac• My Commiss Exp : aF�e *�e�r�e�Y�r �e�rriirlr a �o�r�rYr�r�r�r* kYc�t�e�Y�e�e Y Y�c�r�r�isFrasF �Cdr�Y. e ** �e�e�r�r *�Y. r * �c *�e�+r eiF *�eie ** * car r k &�e�r�r aye dr* eye eie � *�F�F�e�r****x x*R vg' APPROVED BY . Plans Examiner Zoning Engineer Clerk. checked Notice to Applicant: _As a condition to the issuance of .a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and .construction lien law brochure will be delivered to the person .; whose property is subject to attachment.. Also,, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days .after the building permit is issued ; In the absence of such posted notice, . the inspection will not be approved and a reinspection fee will be charged. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: / - TS#/ DATE: ADDRESS: ..3 /Vg 9 9r- Sr /4/ A9-.P, ,- 33/ zea Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initials °7 / 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial �i7T 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial :/'I T' 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. In Initial Initial 74 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 1` 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. /y� �"' Initial ' 2 77 / 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.myfloridalicense.com /dbpr /pro /cilb /index.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial toss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of By Ci ii21 ro ' • - k xo was personally known to me or who has � P e Y Produced there License or 1 1 1V D 12'201 identifiication. 44.7 :: .A2 , 0 ; e d OWNER , 20 Initial ,W747 Initial w mr Initial' 7 Initial M ORIDA ; Co .iA �� 23 �p m\n \ \ \� ° .�.pp U 611L1Y� �lY Y0 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.'S I (1 L ® T A X FOLIO NO. i 1 3 2 0 6 0 1 . 3 1 0 1 0 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 property and street/address: /*Mr/1 S//o/t(s -$E / /9 �.) ed /0 -7 Zor 6i 7 BLit" 8 .614 A e 9� .vJ �4ii 3//ma.es 33/319 2. Description of improvement: /f ,eOl4& r Aim/boas ea /7w //if/der ?49ss GJ „V'odJS 3.Owner(s) name and address: /Y/'C//ell( /1foyell Tg /, 11-44) 7:50/, ' A, S_ /!Ioyei2 ivagwe Ala 9970 Spa s ,G 3S/3,47 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ©4Q # Bo/4W- i liev /14oy 5. Surety: (Payment bond required by owner from contractor, if an5i)'': Name and address: ° "' `' "' , r1U 6. Lender's name and address: i iAF U IN GLK'. ' ur cad Garrity Courts .y moo crAl 1 1 J 7. Persons within the state of Florida designated by Owner upon whom notices or oth, documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: Amount of bond $ 8. In addition to himself, Owners designates the following person(s) to receive, a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name Sworn to and subscribed before me this 1 day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 6 -Pog s. 2.f/ tri 2 . 9 201 1 1111111111111111 11111111 11 11111 11111 1111 1111 !111=`1 `[IrL: NOTARY P � ��p� �� P �, FLLO p i f” • Claudia V. Cthillos I 1, Co cam1BdOil #bD717923 Expires: SEP. 23, 2011 BONDE8'rCAB ATLANTIC sQNDING Co., INC. CFN 201080475377 OR Bit 27154 Ps 1243i Ups) RECORDED 07/15/2010 15:25:05 HARVEY RUVIiIr CLERK OF COURT 11IA19I -DADE COUNTY? FLORIDA LAST PAGE Prepared by (SO/Lt)o"! Maya- , 20 Address: 93 /V6' /Z v4v€ erg /4w 52,4s e 33 /3a? Inspection Number: INSP - 147825 Permit Number: WS -7 -10 -1218 Scheduled Inspection Date: September 21, 2010 Inspector: Bruhn, Norman Owner: TSAI, LUN YI & MICHELLE Job Address: 54 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments September 20, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060131070 REPLACE WINDOWS WITH IMPACT GLASS WINDOWS Passed 4 j 7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 7 of 33 • • . . . m n , C z 9 c o o 0 - . c c n m m zt FR k 0 c C o m � z 6 • •sifigiC • . • .. .. . • • • . • • .. • • . • • • .0440 so% /7 x3R- - 4 4 A/45 997''' Sr 7t) X.513 53H 3 o j ;33 `z i Mean Roof Height DESIGN PRESSURES PSF) • Zone 5 PR S ES ( Tributary Area 15 20 Tributary Area (So Fl) 40 45 50 25 30 35 0 -15 8-:18 '1 9.8 -58.0 -56.7 - 55.6 -54.6 -53.8 - 53.1 -52.5 45.5 +41.6 • • • .2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft 16 ft • -60.6 -58.8 -57.5 58.3 -55.4 5.4 -54.6 - 53.9 -53.2 -53 +422 +47.1 +45.9 +45.0 +44,3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -64.6 +48.3 52.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 - 56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 20 ft -66.1 +49.4 -63.5 +48.1 -61.6 +47.1 50.2 +46.4 -59.0 +45.8 - 58.1 +45,3 -57.2 +44.9 -58.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 - 61.4 +47.4 -60.2 +46.8 -59.2 +48.3 - 58.4 +45.8 -57.6 +45.4 58.9 +45.1 24 ft -68.7 -68.0 - 64.1 -62.6 -61.4 -60.3 -59.4 - 58.7 -58.0 -50.3 +45.9 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -69.8 -67.1 -65.1 - 63.6 -62.4 -61.4 - 60.4 -59.6 -58.9 -51.9 +47.4 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -70.9 -68.2 -68.2 - 64.6 -63.4 -62.3 -61.4 -60.6 -59.9 -53.4 +48.8 +53.0 +51.6 +50.6 +49.8 +492 +48,7 +482 +47.8 +47.4 30 ft -72.0 +53.8 -69.2 +52.3 -67.1 +51.3 -65.6 +50.6 54.3 +49.9 -63.2 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 - 70.1 -68.1 - 68.5 -65.2 -64.1 -63.1 - 62.3 -61.6 40 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 - 88.0 +51.3 W NoA o ay I a0 -83.1 +49.8 -62.4 +49.4 36 ft -74.8 +55,9 -71.9 +54.4 -69.8 +53.3 - 68.1 +52.5 -66.8 +51.9 - 58.5 +53.5 -63.9 +50.4 53.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 - 68.9 +53.1 - 67.6 +52.5 68.5 +51.9 -65.5 +51.4 54.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -66.2 65.3 +52.0 6 +51.5 -64.5 +51.1 42 ft -77,3 +57.7 -742 +562 -72.1 +55.1 - 70.4 +54.3 -69.0 +53.8 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 5 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 - 71.1 +54.8 69.7 +54.1 -68.5 +53.5 -87.5 +53.0 66.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 -70.4 +54.6 -89.2 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +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 -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -72.2 +58.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68.2 8 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -74.2 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54,5 58 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +58.6 +56.1 +55.7 'Mean Roof 41A19h DESIGN PR S ES ( Tributary Area • lto Ft) Zone 4 40 45 50 • 25 • 0 300 • • 35 8-:18 '1 • 2 • •4Y.3 +44.4 • -47.� +43.7 • 1• 4 +43.1 • -48.6 +42.7 -46.2 +42,3 -45.9 +41.9 45.5 +41.6 • • • �5, .4. • .0 48.3 •, 3? 7 • 47.3 -46.8 -46.5 462 16 ft • +47.1 +46Si • •45.0 +44.3 14I9.7 +43.3 +42.9 +42.5 +422 • 18 ft • -52.4 +48.3 -54 +47. -502 +46.1 -49.% +45.4 • 'I� 414.8 • 48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +432 .•• 53.5 i52 51.3 50.6 • telf • 49.5 -49.1 - 48.7 -48.4 .20 ft +49.4 •-48.1 • •4P.1 +46.4 +41k81 +45.3 +44.9 +44.5 +44.2 •2 R • - lln • • • 52.4 +48.1 :- 50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 8 -.,.44A ' +49.9 153.3 +49.0 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 +52.2 -55.2 +50.8 - 543.5 -54.2 +49.8 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 - 58.1 +51.6 -55.1 +50.6 -54.3 +49.8 - 53.7 +492 -532 +48.7 -52.7 +48.2 -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 +49.9 519 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 - 57.7 +53.1 -56.7 +52.0 -55.9 +51.3 -552 +50.6 -54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft - 59.9 +552 -58.4 +53.7 aAA; n I1�1 -56.6 +51.9 - 55.9 +51.3 a � m ry m m -54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 -57.3 +52.5 -56.6 +51.9 -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 -58.7 8.7 +51.9 - 585.8 2 +51.4 5 +51.0 -55.4 +50.8 40 ft -62.0 +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 -56.4 +51.5 -56.0 +51.1 42 ft -62.8 +57.7 -61.1 +58.2 60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4. +52.5 -57.0 ` +52.1 -58.6 +51.7 44 ft -83.2 +58.3 61.7 +56.7 -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 +52.2 46 ft -63.8 +58.8 -62.3 +57.3 -61.2 +582 -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 -82.8 +57.8 -61.7 +56.7 60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -r, -59.0 +54.0 -58.6 +53.6 -58.2 +53.1 50 ft - 64.9 +59.9 63.4 +58.3 -62.2 +57.2 -61.4 +56.3 50.7 +55.6 -60.1 +55.0 ' -59.5 +54.5 -59.1 +54.0 -58.7 +53.8 52 ft - 65.5 63.9 -62.8 -61.9 -61.2 - 60.6 -60.0 0.0 -59.6 -59 -592 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft - 66.0 +60.8 64.4 +592 -83.3 +58.1 -82.4 +572 61.7 +58.5 61.0 +55.9 -80.5 +55.4 60.1 +54.9 59.8 +54.5 56 ft 68.5 +61.3 -64.9 +59.7 -83.7 +58.5 -82.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 80 ft -67.5 65.8 64.7 -63.8 63.0 -62.4 -61.9 61.4 -61.0 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 03/02/2009 - 5:01 pm tmyb 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 DESIG•LOApS FOR COMPONENTS AND CLADDING • Ii i6 M Z ZONE% PRESSURES '0 01 m g m n qq ay C Ul V ■ 8 -o REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 0419106 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE 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 PERMITTED AND INVALIDATE OUR CERTIFlCATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' 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. W 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 (GCpI = +/ -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 INITEGRITY 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. ® 1 ELEVATION 1 WALL ZONE FIGURES 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 49885 ENGINEERING EXPRESS MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT SSW* Etariee Line # Description 1 Horizontal Roller Series 710 Description: HR710A ALUM WG Configuration: 55.750X50.625FLBBRZ GG5 /16 Dealer Notes: Size : 55.75W x 50.625H Configuration : Left Moving - Right Fixed -XO Interlayer color: Clear How many locks : 2 DP Calculated Pos + : 75.00 Label: U- Factor : 1.10 COG: VT (use for Turtle Code) : 0.66 2 Horizontal Roller Series 710 Description: HR710A ALUM WG Configuration: 23 FLBBRZ GG5/16 Dealer Notes: Size : 37.00W x 38.375H (size code: 23) Configuration : Left Moving - Right Fixed -XO lnterlayer color : Clear How many locks : 2 DP Calculated Poo +i 7i.OQ • • Label: U- Factor : 1.10. • • • • • • ••• • • • • COG: VT (usefpfTirtl: ail :19 • ; • ••• • • • • • • • • • • • •• • • •• • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ..• • • • • • • • • • • •• •• • • Customer Summary • • ••• • • • • • • • ••• • • • • • • • • • • • • •• • • ... • • XO 1 Frame type : Flange Frame color : Bronze Inboard Glass color : Clear Screen type : 18x16 Charcoal DP Calculated Neg - : 75.00 Label: SHGC : 0.54 Energy Star : Does Not Qualify XO 1 Frame type : Flange Frame color : Bronze Inboard Glass color : Clear Screen type : 18x16 Charcoal DP Calculated Neg - : 75.00 Label: SHGC : 0.54 • Customer Account # Phone# Fax# Ordered : • • • Energy Star : Does Not Qualify Ordered : P.O. # Job # 54 NE 99 Stq Job Address Gordon Moyer Sales Order # Sales Person: Angela Denlinger 5 Size Type : Tip-To -Tip Outboard Glass color : Bronze Glass type : 5/16" Lami (1/8 Ann - .090 PVB - 1/8 Ann) Colonial style : No Colonial Certification# : 07- 0815.09 Label: VT : 0.53 What side to Mull : View from Outside 1 Size Type : Tip -To -Tip Outboard Glass color : Bronze Glass type : 5/16" Lami (1/8 Ann - .090 PVB -1/8 Ann) Colonial style : No Colonial Certification# : 07- 0815.09 Label: VT : 0.53 What side to Mull : View from Outside Quote Order # 1943027 Print Date 6/30/2010 Page 1 of 4 3 Single Hung Series 700 Ordered : Description: WINGUARD SH SERIES 700 Configuration: 13 FL B/BRZ GG5 /16 I/ 1 D 1 Dealer Notes: Size: : 19.125W x 38.375H (size code: 13) Frame type: : Flange Interlayer color: : Clear Colonial style: : No Colonial How many locks: : 1 Certification# : 07- 0322.06 Label: VT : 0.55 Testing /Certifications to be used for permit : Miami -Dade NOA ( in HVHZ ) 4 Horizontal Roller Series 710 Description: HR710A ALUM WG Configuration: 24 FLBBRZ GG5/16 Dealer Notes: Size : 37.00W x 50.625H (size code: 24) Configuration : Left Moving - Right Fixed -XO Interlayer color : Clear How many locks : 2 DP Calculated Pos + : 75.00 Label: U- Factor : 1.10 COG: VT (use for Turtle Code) : 0.66 5 Horizontal Roller Series 710 Description: HR710A ALUM WG Configuration: 56X 53FLBBRZ GG5 /16 Dealer Notes: Size : 56W x 53H Configuration : Left Moving - Right Fixed - XO Interlayer color : Clear How many locks : 2 DP Calculated Pos + : 75.00 Label: UUFacjpi: 1.10. • • • . • COG: 3''T (use for turtle oc;e) :026 • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ..• • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • .. • • • •• .• ••• • • • • • • Size type: : Tip -To -Tip Frame color: : Bronze Inboard color: : Clear Screen type:: 18x16 Charcoal DP Calculated + : 64.00 Label: U- Factor : 1.10 COG: VT (use for Turtle Code) : 0.66 Anchorage Type:: 1/4" ELCO Tapcons XO I Frame type : Flange Frame color : Bronze Inboard Glass color : Clear Screen type : 18x16 Charcoal DP Calculated Neg - : 75.00 Label: SHGC : 0.54 Energy Star : Does Not Qualify XO 1 Frame type : Flange Frame color : Bronze Inboard Glass color : Clear Screen type : 18x16 Charcoal DP Calculated Neg - : 75.00 Label: SHGC : 0.54 Energy Star : Does Not Qualify Ordered : Ordered : 1 Configuration: : Equal Lite Outboard color: : Bronze Glass type: : 5/16" Lami (1/8 Ann - .090 PVB -1/8 Ann) Wdw Lock Type: : Sweep Latch DP Calculated - : 80.00 Label: SHGC : 0.56 Energy Star : Does Not Qualify Substrate : Concrete 1 Size Type : Tip-To -Tip Outboard Glass color : Bronze Glass type : 5/16" Lami (1/8 Ann - .090 PVB - 1/8 Ann) Colonial style : No Colonial Certification# : 07- 0815.09 Label: VT : 0.53 What side to Mu11 : View from Outside 1 Size Type : Tip-To -Tip Outboard Glass color : Bronze Glass type : 5/16" Lami (1/8 Ann - .090 PVB - 1 /8Ann) Colonial style : No Colonial Certification# : 07- 0815.09 Label: VT : 0.53 What side to Mull : View from Outside Quote Order # 1943027 Print Date 6/30/2010 Page 2 of 4 • 6 Horizontal Roller Series 710 Description: HR710A ALUM WG Configuration: 30.500X33.500FLBBRZ GG5 /16 Dealer Notes: Size : 30.5W x 33.5H Configuration : Left Moving - Right Fixed -XO Interlayer color : Clear How many locks : 2 DP Calculated Pos + : 75.00 Label: U- Factor : 1.10 COG: VT (use for Turtle Code) : 0.66 7 Horizontal Roller Series 710 Description: HR7I OA ALUM WG Configuration: 102X 50FLBBRZ GG5 /16 Dealer Notes: Size : 102W x 50H Configuration : Left Moving - Middle Fixed - Right Moving - XOX Interlayer color : Clear Meeting rail location : 1/4 - 1/2 - 1/4 Colonial style : No Colonial Certification# : 07- 0815.09 Label: VT : 0.53 What side to Mull : View from Outside 8 Dealer Notes: Width : 101.75 Geometric Code Selection : EB 1 Lite Outboard Glass Color : Bronze Glass Type : 7/16" Lami (3/16 HS - .090 PVB - 3/16 HS) Certification# : 08- 1112.10 Anchorage : 1/4" ELCO Tapcons Leg Height:Left : 7.75 F _ ..�•_•_� .__• • • •• • • • Energy Sea : Dins : • •• •.• •• • • • •• • .•• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • s • ••• • ••• • • • • ••• • • • • • • • • • • • • • 0 0 • • • • • • • • • • • • • • •• •• • • • •• •. ••• • • • 0 •• • • XO 1 Frame type : Flange Frame color : Bronze Inboard Glass color: Clear Screen type : 18x16 Charcoal DP Calculated Neg - : 75.00 Label: SHGC : 0.54 Energy Star : Does Not Qualify XOX 1 Frame type : Flange Frame color : Bronze Inboard Glass color : Clear Architectural Series 701 Ordered : Description: AR701 WINGUARD REDESIGN Configuration: 101.750X 22X 7.750BFLBRZCHH7/ EB IL How many locks : 2 DP Calculated Pos + : 60.00 Label: U- Factor : 1.10 COG: VT (use for Turtle Code) : 0.66 Height : 22 Frame type : Flange Interlayer Color : Clear DP Calculated + : 80.00 Ordered : Ordered : Testing/Certifications to be used for permit : Miami -Dade NOA ( in HVHZ ) Substrate : Concrete Leg Height: Right : 0 NFRC Label: VT : 0.44 What side to Mull : View from Outside Size Type : Tip-To -Tip Outboard Glass color : Bronze Glass type : 5/16" Lami (1/8 Ann - .090 PVB - 1/8 Ann) Colonial style : No Colonial Certification# : 07- 0815.09 Label: VT : 0.53 What side to Mull : View from Outside 1 Size Type : Tip-To -Tip Outboard Glass color : Bronze Glass type : 5/16" Lami (1 /8 Ann - .090 PVB - 1/8 Ann) Screen type : 18x16 Charcoal DP Calculated Neg - : 60.00 Label: SHGC : 0.54 Energy Star : Does Not Qualify 1 Size Type : Tip -To -Tip Frame Color : Bronze Inboard Glass Color : Clear DP Calculated - : 80.00 NOA Selection : 08-1112.10 LM (exp.2/19/2014) Stainless Steel Package : Yes NFRC Label: U- Factor : 0.98 COG: VT (use for Turtle Code) : 0.50 Quote Order # 1943027 Print Date 6/30/2010 Page 3 of 4 • 9 Aluminum Mull Bar & Mull Clips Ordered : Description: MULL BARS Configuration: 107.000 9'0" BRONZE 2 X 4 X .25 Dealer Notes: For Brand : WinGuard Aluminum Custom Mull Size : 0 10 Aluminum Mull Bar & Mull Clips Ordered : 1 Description: MULL BARS Configuration: 2X4X.25CANGLEPR Dealer Notes: For Brand : WinGuard Aluminum Set : Yes The above prices. specifications and conditions have been fully reviewed and are hereby accepted. You are herby authorized to order the above products. Payment will be made as indicated by the Contract. Signature: Date: •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 Mull Type : 2 x 4 x .25 Mull Modular size code : 9' 0" - Wide Mull Color : Bronze Custom Mull Size : 0 Clip Angles & U- Channel : 2 x 4 x .25 Mull Clip Quote Order # 1943027 Print Date 6/30/2010 Page 4 of 4 MI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2 "x Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6223, titled "2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, dated 04 /28/00, with revision "C" dated 05/03/06, prepared by PGT Industries, signed and sealed by Robert L.Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION bf 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 i s4112e availabl% fgr innection at the job site at the request of the Building Official. ;This NQA•I;Qnt w NN4 it 04-0528.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as awipro3t docludex r{ttitiodet1 above. e sntimitred docurnentaftn was reviewed by Jaime D. Gascon, P.E. • ••• ••• . • • • • • • • • • • • 'j�� G O . - • • • • • • • c- • • • • ` OF v • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • K • 5t ,,o MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline com NOA No 06- 0125.08 Expiration Date: June 28, 201 Approval Date: June 08, 2006 Page 1 PGT Industries ••• • • • • ••• • • P.E. • • • • • •• • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •IP• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion, Sheets 1 through 5 of 5, dated 04/28/00, with revision "C" on 05/03/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed aluminum windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed aluminum windows (O0configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 discussed along with installation diagram of a pair of fixed aluminum windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3/4" wall vertical and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 01/23/06, signed and sealed by Robert L.Clark, • •• • • E -1 Jaime D. ascon, P.E. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 PGT Industries .. •• • • • • • • • • • • • • • • • • .. •.. •. • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •. • • • • • • • • • • • • • .• • • • • • • • • • . • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no fmancial interest, dated 01/23/06 and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.06, issued to PGT Industries for their 2" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/04 and expiring on 06/28/06. 2. Letter from consultant dated 04 /21/06, stating that the product is in compliance with the Florida Building Code (FBC). • • • • • • • • • • • • •• • • E -1 Jaime D. G�''i<scon, P.E. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 i ••• • - r- ' \\ /11 M3 / -. 1 /1 . 1 IF CP / ID / 1 1 1 ---W I � T / W2 �- 1.11 110— i ••• • - r- ' ••• • •• • ,, .• • • • • 11,' •• IF CP il I i •••• • • • • • AM;HORS DLIAIL "B", ▪ "C" OR 'D:.4.T.QQTH • • MS AND AT BOTTOM • • •••••.• • • • • • • • • •A LtfONS • s • • •• • • • • • • W1 W2 W W W1 +W2 H =H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A . : • ' DETAIL A ANCHORS DETAIL "B'; "C" OR D" AT BOTH ENDS AND AT BOTTOMS W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 NOTES: 1. THE 33 1/3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. MULLIONS Robed L Clerk P.E. PE #39712 Structural ANCHORS DETAIL 'B'; "C" OR "D" BOTH ENDS L 7 - ��-� INDUSTRIES ANCHORS DETAIL "B", "C" OR "0" BOTH ENDS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 W = W1 +W2 Raved By: F.K. Raved By F.K. Oro n Br• P.J.P. Description: TIt1e: MULLION (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR Wi +W2 MULL LENGTH = H TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS M/06 4728/00 H = H1 +H2 (I) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W Re Melon: B- REVISE ANCHORAGE Ravistona: C -NO CHG THIS SHT 2" HEAVY WALL, ELEVATIONS wisp- iroMe44 ALUMINUM TUBE CLIPPED MULLION Series/Nodal: MULLS 5=1= NTS Sheet 1 a/ 5 Drawing { MULLION H 1 6223 Raw t_/ / 1 / -- \ t / WI W2 A/ •••• • • • • • AM;HORS DLIAIL "B", ▪ "C" OR 'D:.4.T.QQTH • • MS AND AT BOTTOM • • •••••.• • • • • • • • • •A LtfONS • s • • •• • • • • • • W1 W2 W W W1 +W2 H =H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A . : • ' DETAIL A ANCHORS DETAIL "B'; "C" OR D" AT BOTH ENDS AND AT BOTTOMS W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 NOTES: 1. THE 33 1/3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. MULLIONS Robed L Clerk P.E. PE #39712 Structural ANCHORS DETAIL 'B'; "C" OR "D" BOTH ENDS L 7 - ��-� INDUSTRIES ANCHORS DETAIL "B", "C" OR "0" BOTH ENDS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 W = W1 +W2 Raved By: F.K. Raved By F.K. Oro n Br• P.J.P. Description: TIt1e: MULLION (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR Wi +W2 MULL LENGTH = H TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS M/06 4728/00 H = H1 +H2 (I) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W Re Melon: B- REVISE ANCHORAGE Ravistona: C -NO CHG THIS SHT 2" HEAVY WALL, ELEVATIONS wisp- iroMe44 ALUMINUM TUBE CLIPPED MULLION Series/Nodal: MULLS 5=1= NTS Sheet 1 a/ 5 Drawing { MULLION H 1 6223 Raw •••• • PGT MULt400V • • MULLION CLIC* •AiX: •; • FLAAGES OFP' CLIP • TO FORM ,4 • • :lf': CHANNEL. AND • • Irl$WL AS St10W • • •••• • PG4 2x Mtlk,1JQ4 • • • • EQR • 2 M(ll•L 1 g" •• • • • • • • ••. TYPlCA; MULLION TO MULLION INSTALLATION. DETAIL •••• • • • •••• PGT 2x MULLION -- •• MULL =1 " • 2 MIN. ••• • • • 2kTYP) ••• PBOY • • •• ••• WOOD BUCK OR 6 "--I TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "B" NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ". ELCO 1/4" SS4 CRETE —FLEX ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS INCREASED TO 1 3/4 ". 2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRETE —FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF #12 SCREWS FOR WOOD APPLICATIONS. 3. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 5. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. #12 FH SMS PGT 2x MULLION STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 #12 SCREW, SEE NOTE 3 1 WOOD BUCK REMOVED TO CONCRETE MIN. #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 2x MULLION— Robert L Clark. P.E. PE #39712 Structural WOOD [BUCK 2 ( ±P1 (TYP 14 MIN. } TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C ". TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R evkim : 1 9/06 B— REVISE ANCHORAGE Re vlslonx 5 3/04 C —NO CHG THIS SHT Date: 4/28/00 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS R 34274 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. DETAIL "D" Reword By. F.K. Revd By F.K. Drown By: P.J.P. 2 MIN. " OR 6" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON, SEE NOTES 1 & 3 (*narrate. 2" HEAVY WALL, CLIP INSTALLATION DETAIL litre: ALUMINUM TUBE CLIPPED MULLION Series / Model: Scala: Shoot Ora.ing No. MULLS NTS 2 w 5 6223 • . ••• . •• • • .••• ••• • • 1 • •• 1 ••• • • ••••• •• , 1 •••• • A MIN. • • •••• } • • 2' MULL CLIP • • ®E'A /2 EXTRUSION DWG #513 A' • • • • •• • •• • • • •••• • 2" MULL CLIP W /TABS REMOVED EXTRUSION DWG #513 • • • • • • • •ib MAX. CLIP LENGTH CHART FOR 1x MULL MULL SIZE 2 x 4 x 1/4 2 x 6 x 1/4 A' 3 7/16 5 7/16 IN • • • •• • • • •• • •••• •••• • • •• • • • • • (3) ANCHOR LOCATIONS gMIN. FROM ENDS (TYP) MIN. (TYP) L—A /2 A ' (3) ANCHOR LOCATIONS NOTES: MIN. --1 — 3 MIN. MIN. 1 3 3 MIN. MIN. 'A' (4) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) 8 MIN. (NP) 'A' (4) ANCHOR LOCATIONS 1 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. A' (6) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) MIN. (TYP) L /2--l® A' (6) ANCHOR LOCATIONS obe.'✓ L Cluri. P.E PE #39712 Structural TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (A'- 3/4)/3 MIN. 3 EQ. SP. ® (A'- 3/4)/3 3 Eq. SP. Re B Revsd By. F.K. 0mrn By P.J.P. rtk: Series/Model: MULLS 1j- MAX. A' (8) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) ®L.—(A'- 3/4)/3 - A' (8) ANCHOR LOCATIONS 59/06 53/06 :,38/00 Scats: NTS Revisions: 8 —ADD 3 -4 HOLE APP. Revisions: C —ADD MISSING DIM. 2" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION Sheet 3 at 5 MIN. MIN. MIN. raancroonso aar�yy�� viimembral �r�ii•a11• r - 08 ring No 6223 .... • • • •• • . . • • • I • • • • • • • ▪ • • • • • •• • • • • • • • • • .• •••• •••• • • • • •••• •••• • • • • • • ••• • •• • • • • • • 1 4 4 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 4 2x HEAVY WALL MULLS MAT'L: 6063—T6 Robert L. Clark, P.E PE #39712 Structural 6 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rod k:: Rend Drawn 8y: P.J.P. Description: titre: Series /Model: MULLS ,' /O6 53/06 Dote: 4/28/00 2" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Scale: 1x Revisions: 8 —NO CHG. THIS SHT. Revisions: —NO CHG THIS SHT 4 a 5 PROINCritEVOND =IL 17,5 c�3 47nrF .4:1i I r Drawing No. 6223 CHART 2. - j .250 • ••• • •• OPENING WIDTH IN INCHES • ••ANCHOR "r R C•YPE & QTY. ..r 4 , ••t •• 48 ••1 •• 50.625 N • 54 •: 60 a. •. 66 1— . • 72 7t 78 w J 84 J 90 2 96 108 111 144 ANCHOR TYPE & QTY. 42 48 60.625 54 60 63 66 72 76 78 84 90 96 108 111 144 l0 •.• 61; r3� (4) A I(3 ) A {4)A (8) B (8) B :08i(8) B 4 170` • 170 •194••170 176. 170 ••198 • • 170 '170 • •179 170 170 170• .170 r El9® 170 •198• +199 170 ' .li'0. .170 170 r d17®. 1 170 1 170 o •1S14 r 470 1 170 170 170 1 170 170 170 1 170 166 170 165 144 140 105 50 (3) A (6) B 170 170 170 170 170 170 170 170 170 170 177 163 151 107 98 45 170 153 170 142 170 123 170 119 108 89 60 (3) A (6) B 170 170 170 170 170 170 170 170 170 167 153 141 129 90 83 37 70 (3) A (6) B 170 170 170 170 170 170 170 166 154 149 136 125 112 78 72 32 170 • 170 • 170 •170 170 :170 170 170 170 170 170 163 154 90 80 (3) A (6) B 170 170 170 170 170 170 170 152 141 136 124 113 100 69 63 28 70 (3) A (4) A (6) B (8) B 170 170 90 (3) A (4) A (6) B (8) B 170 170 80 (3) A (4) A (6) B (8) B 170 170 170 170 170 170 170 170 170 148 136 125 109 105 78 90 (3) A (6) B 170 170 170 170 170 170 170 142 131 127 114 104 91 62 57 26 170 170 170 170 170 170 170 170 170 170 170 167 141 133 78 100 (3) A (6) B 170 170 170 170 170 166 154 135 124 119 107 97 83 57 52 23 170 170 170 170 170 170 165 154 148 134 123 113 98 94 69 170 170 170 170 170 170 170 170 170 170 164 151 125 118 69 110 (3) A (6) B 170 170 170 170 170 162 149 129 119 114 102 92 78 53 48 21 170 170 170 170 170 170 170 154 168 162 124 113 104 89 86 61 120 (3) A (6) B 170 170 170 170 170 160 146 125 115 110 98 88 73 49 45 20 170 170 170 170 170 170 143[170 138 170 166 151 139 112 106 61 CHART 1. - 2x4x 250 OPENING WIDTH IN INCHES 130 (3) A (6) B 170 170 170 170 170 159 145 123 112 107 94 85 69 47 43 18 100 (3) A (4) A (6) B (8) B 170 170 170 170 170 170 170 168 146 135 170 130 117 106 97 83 80 56 160 (3) A (6) B 170 170 170 170 170 159 145 122 109 104 90 79 63 41 37 16 170 170 170 170 170 170 170 170 155 141 129 102 97 56 110 (3) A (4) A (6) B (8) B 170 170 130 (3) A (4) A (6) B (8) B 170 170 170 170 170 170 170 170 170 170 129 170 170 170 162 170 140 170 124 165 111 148 100 133 91 123 78 95 75 89 51 51 6. Rd twr* L Ct,rk, ?.E. PE 09712 Struetuml 120 (3) A (4) A (6) B (8) B 170 170 170 170 170 170 170 159 136 125 119 106 96 87 73 71 47 170 170 170 170 170 170 170 166 159 142 127 115 88 83 47 170 170 170 170 170 158 134 122 116 103 92 83 70 67 44 INDUSTRIES 170 170 170 170 170 170 170 162 155 137 123 109 83 78 44 4. ANCHOR TYPES: A. 1/4" TAPCON 8. #12 SCREW 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 160 (3) A (4) A (6) B (8) B 170 170 170 170 170 170 170 158 133 119 113 98 86 77 63 61 37 Revs Ry: Rand By. F.K. Orrin 8y. P.J.P. Description: 170 170 170 170 170 170 170 159 151 130 116 98 73 68 37 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR M 2" HEAVY 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Vertical Mull Mull Length I__Opening__4 Width Horizontal Mull Opening Width I L F — Mull Length Multiple Mulled Units Opening Width Mull Length ULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ri /06 B-REVISE ANCHORAGE ALUMINUM TUBE CLIPPED MULLION Series/Model: Scale: Sheet: PROOVICUREVISED ato•Urtli SO Mirk Drawing No. 6223 Rea • MIAMI•DAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors end small lie available for inspection at the job site at the request of the Building Official. l s Nfiqi 'ems 1r0o4 t 61018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as t4pprovel document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ... • • ... • • • • • ... • • • • • • • • • .. • • r;r - • • . • • •• . • • • • • • • ▪ .. .. • • • .. .. ... • • • ... • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcadeonline.com NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) ....... • . .. • • • . • • • • • . . .. .. • ... • . •• • • • • • • • • • • • • • • • • • .. • • • • • • • • .. • • ... • • • • ... • • • • • • • • • • • • • • • • • • • • • .. . . • • • .. . . . • • • ... • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 Manuel Per Product Control NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung • • ••• • • Wi , Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- • ' 4ated08 /11/05, signed and sealed by Edmundo Largaespada, P • • • .. • • • '.;(Suynidid 4r derprevious NOA #05- 1018.01) • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • .•• • • • • ••• • • • •• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • •• • • E -2 i - L 1 � i L Manuel Per Product Control er NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on ••• ••: • b3t23/L1.: ••• • • ••••••• • • • • • • •• • • • • • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • 0 •• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -3 P.E. Product Contr NOA No. i . 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 •• • • • • •• • • • • • • • • • •• • • • • • •• • • 0 ••• •••• • • • • •••• • • • •• • • • • • •s• • •••• • • ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) . 1N6° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • H. b /16° LAMI CONSISTING OF (1) LITE OF 118° ANNEALED GLASS AND (1) LITE OF 118° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE • MAXIMUM PVB INTERLAYER • C. 5/16° LAMI CONSISTING OF (2) LITES OF 118° 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 • • • $ F'!8° 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 • • MAX. IMUM PVB. • lj 7 /T6° LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER • • •81.0S/16" LAMI IG: (1) LITE OF 1/8 HEAT STRENGTHENED GLASS, AN 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. • • • I . LAMI IG: (1) UTE OF V8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE • • • OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER • • .61. 6 LAMI 10: (1) UTE OF 118° HEAT STRENGTHENED GLASS, AN 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. • • • A •3116' LAMI 1G: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A 90 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • R.13(18° LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) UTE OF 3/18 ANNEALED GLASS AND (1) LITE • OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/18 LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER M. 13/16' LAMI IG: (1) UTE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: 'OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ® 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Z. REFERENCES: TEST REPORTS FTL- 4845, FTL- 4848, FTL-4847, FTL -4648, FTL -4849, FTL -4850, FTL- 4851, FTL -4723, FTL -4957, FTL -4958 AND FTL -5063. ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY • HURRICANE ZONE (HVHZ). a* ae°ear F.K ear CHANGE NOTES 3 & 7. ADD NOTE 9. ADD GLASS TYPE M 8 TO NOTE 1. GLAZING OPTIONS F.K Dabx CO ac 11/1306 Dots 1/24106 A ADDF7G4723 TO NOTE 7. Dtamar Ome Ch6a0ar Daft FIC 9HA05 J.J. 2/21/07 10707EOINOLOOYDRNE NOKOMIS, R.34238 P.O.89%1520 P�T Visibly Boner GENERAL NOTES me ALUM. SINGLE HUNG WINDOW, IMPACT astsalalot SH700 I NTS 1 d 11 �� 4040 -20 I B 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 7 ANCHORAGE 8-11 PRODUCT REVISED as ewnplykag skh the Florida Redding Acceptance NNo• - one r .. rrnWI 06 2.011 /7 Robert L Clerk. P.E. PE 839712 Structural • • • • • • • • • • • • • •••• • • • • •• ••• • • • •••• • • • •• • • • • • •• •• • • • • •• •• •• • • •• •• • • •• • • • • • • • •• •• • • • • • • •••• • • •••• • • • • • • • Illf 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8 ANNEALED OR HEAT STRENGTHENED GLASS 6/16° NOM. 5/16" LAMINATED GLASS 1/2' NOM. GLASS BITE 1/2" NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18° LAMINATED AIR SPACE 118° ANNEALED OR HEAT STRENGTHENED GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI _Hr. 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 f 3/16 ANNEALED OR HEAT STRENGTHENED GLASS — .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7 /18° LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 1/2° NOM. GLASS BITE ® NOTE: LAMI 10 OUTBOARD LITES MAY BE UPGRADED TO 3/16 WITH NO CHANGE IN DESIGN PRESSURE. a EXTERIOR INTERIOR E> (ALL SECTIONS) lame er F.K R..aeF FJC Dm este 11/1306 /2 4/06 A •map Om d"dnaer: Dm F. K 9/1/05 J. J. 2121607 ADD REM 92 TO5/16LAM11.a GL4SS(4. A)BLAMIIGNOTE NO CHANGE THIS SHEET 070 TECHNOLOGY DRIVE NO10OMI9, FL 33278 P.O. 89X 1828 NOKOMIS, FL 30274 P GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT awketcbt SH700 - - omgp"a Full 2 ' 11 4040 -20 Raw 8 SAA Robert L. Clark, P.E. PE #39712 Sbumrral Visibly Better •••• • • • • •••• • • • • • • • • • • • • • • • • • •• • • • • • •• •••• • • •••• • •• • • • ••• •••• • • •••• 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT n &TU GLASS TYPE 63" 66" 68" 70" 72" 74" 76" TABLE 1. • 48" • • 50" • • • • •••aRi• 17ach JI8" A,B,M A,B,M A,B,M A,B,M C,D,E,F,G,H,I,J,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +79.6 +80.0 -80.0 -80.0 -80.0 -79.6 -80.0 +80.0 +80.0 +80.0 +78.2 +80.0 -80.0 -80.0 -80.0 -78.2 -80.0 +80.0 +80.0 +78.8 +76.9 +80.0 -80.0 -80.0 -78.8 -76.9 -80.0 +80.0 +80.0 +77.3 +75.4 +80.0 -80.0 -80.0 -77.3 -75.4 -80.0 +80.0 +79.0 +75.9 +74.0 +80.0 -80.0 -79.0 -75.9 -74.0 -80.0 -• -• STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. BUM ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS • • • 50" • 52" 631/8" UP TO 631/8" GLASS TYPE A,B,M A,B,M A,B,M A,B,M C ,D,E,F,G,H,I,J,K,L WINDOW HEIGHT 38 3/8" +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 44" +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 50 5/8" +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 63 " +80.0 +79.9 +76.9 +75.0 +80.0 -80.0 -79.9 -76.9 -75.0 -80.0 72" +70.0 +70.0 +70.0 +68.0 +70.0 -70.0 -70.0 -70.0 -88.0 -70.0 74" +70.0 +70.0 +88.8 +66.7 +70.0 -70.0 -70.0 -68.8 56.7 -70.0 76" +70.0 +70.0 +67.6 +65.5 +70.0 -70.0 -70.0 -67.6 -65.5 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 3. WIDTH 53118" GLASS TYPE D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH o 76" FLANGED AND 76" INTEGRAL FIN) 17 1 /8" I 22 11/16" I 28 3116" I 33 3/4" I 39 5/18" I 44 13/16" +80.0 -80.0 l +80.0 I -80.0 +80.0 1 -80.0 +80.0 � -80.0 +70.0 ; -70.0 +70.0 i -70. +8 -70.0 50 3/8" I 5515/16" +70.0 -70.0 +70.0 1 -70. +7 -70.0 GLASS TYPES: 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 - (3116"HS,.090, 3/16 "HS) G. 13/16" LAMI IG - 1 /8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090 ,1/8"A) TEST REPORTS F71-0647, 4848, 4723, 4957 FTL- 4847, 4648 FTL-4647, 4648 F1L-4645, 4885 FTL-4645 FTL-4645 F71.-0646, 4723 H. 13/16° LAMI 13 - 1 /8"HS, AIR SPACE, 5/16° LAMI - (1/8"A,.090,1/8"HS) FTL-4646 I . 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (118"HS,.090,1/8"HS) FTL -4846 J. 13/16" LAMI Ki - 1 /8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL -4649, 4650 K. 13/16" LAMI 10 - 1 /8°HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL- 4849, 4650, 4958 L 13/16" LAMI IG - 118"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) F1L4649, 4650 M. 13/16" LAMI 13 - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A)4' FTL5063 TABLE 4. Z 1 1 "0" MEETING RAIL °X" "O" MEETING RAIL "x- "0" MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64,0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM.® SASH WHT. MINUS SASH HT. S SH Ramer FJC a•nelLIT FJC 11/13008 141 i .x' - - .r;IT REI7L6®6USTQibFORb1ATDP& ADDOYT. FIN 7ESTNOS B Rodskox A tYamay O. CaachdBA Ors FJC 9/1#85 J.L 2/23/07 ADD F71.4723 TO GLASS TYPES AND G. 1070 TECHNOLOGY DRIVE maim FL34276 P.O. BOX 1620 Vtaibly Better B T DESIGN PRESSURES Die ALUM. SINGLE HUNG WINDOW, IMPACT Smama SH7W Sods NTS Sane Dosoftlia 4040 -20 Rxe 8 3 V Robert L Clark, P.E. PE 330712 Structural 3 of 11 VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 343/18° B 41 5/8" 411/4" C 41 1/4" 40 7/8" D 52 5/8" 5211/16" E 521/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/16" B 27 7/16" 271/8" C 277/16° 271/8" D 163/8" 153/4" E 163/8" 153/4° TABLE 5. of 7s I.F. HEIGHT A 76' FLAN HEI X j SASH HEIGHT •••• • • •••• o • • ••••• • • •••••• • • •••••• • • • • •• • 00000 • •• ••••• • • •••• ••••• • • • •••• ; • ▪ •••• • • •••••• • • • • • • ••• • • • •••••• • • • •• • • • • • • •• • • • • • • • •• • • • • • • •••• F • •• • ••••SEEDLO •• �• TABLE • 1 .••• :••• • • SEE DLO • !ABLE • y Read,* FJC Raalfir FJC SEE DLO TABLE 1 SEE DLO TABLE 11113108 oa• 124/06 Ramer Rivtricas Alaska. 5/8" MAX. FIXED A DLO (ALL) X 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 B-+ DETAIL D VIEW (CUSTOM SASH) D e•e Oaba1 Des FJC 8/1/05 J.J. 2/2307 B 531/8" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH DIX 1 75" MAX. I.F. D �� HEI HT 7 ® MAX. FLANGED HEI HT 38 1116" MAX. SASH HEI HT MAX GED 3HT TA SEE DLO TABLE SEE DLO TABLE ADD INTEGRAL FIN (LF.) VERSION, CHG. NOTE 3. ADD NOTE 4. NO CHANGE THIS SHEET 0 7 X SEE DLO TABLE SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) 1070 TECHNOLOGY ORIVE NOKOM S, F1.34276 P.O. BOX 1629 NOKOMIS, F1.34274 75" MAX. A I.F. HEIGHT 76" MAX. FLANGED HEIGHT SEE NOTE 4 E� DETAIL E RADIUS TOP (CUSTOM SASH) 1 76" MAX. I.F. HEI HT A 76" MAX. FLANGED HEI HT 20" SASH HEIGHT NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A Pidr SEE DLO TABLE SEED LO TABLE C +� DETAIL C RADIUS TOP (STANDARD SASH) ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT SH700 ea* 1161aet NTSI 4 a 11 4040 -20 11 SEE NIE4 .06 20/) 75'MAX. I.F. HEIGHT A MAX. FLANGED HEIGHT Visibly Better •••• • • • •• • • •••• • • •••••• • • • • •••••• • • • • • • • OOOOOO • • •• a••• • • •• • •• •••••S • • • • • •••• ••••• • • •••• ••• ••••• • • • • ••• • • •••• F • •• • • • • • • . •. ..•• •oP •••••• • • • •• • ••• �••, • a • •••••• •••• • • •••• • • td� 11/1308 coec 124!08 Wee O I■�-" - �III MAX. FIXED LITE YLIGHT OPENING 10_ &!iitr Deft Ambit= 7,80R17 Reetskas B SECTION B—B (LOW SILL SHOWN) SEE NOTE ABOVE ! ULTRALIFT ONLY 2.330" (LOW SILL) ADD LF. SECTIONS 9 CONSOLIDATE SAL COMPONENTS A NO CHANGE THIS SHEET Rmtmde). vox J.J. 212307 HIGH SILL 2. HIGH SI LL INTEGRAL FIN (I.F.) FRAME SECTIONS INSlD1 0 11 LOW SILL 0 ALTERNATE HIGH SILL 1o7O1H:HNOLOOr NOKOMIS. FL 34276 P.O. BOX 1628 NOKOMIS, FL 34274 0 0 m,j 9 O IE! cT MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A —A 2. LOW SI LL 2.946" (HIGH SILL) ULTRALIFT ONLY SECTIONS OUTSIDE HEAD JAMB 2 .710" ALF. FRAME q OUTSIDE 1 =4 " "4 0 CD OUTSIDE SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT e.amsdr s ore ®.c aaroyaa SH7oo H alt s d 11 4040-20 Dade newton MAX. HEIGHT Rmee• Rode). F.K Ramie, FJC tome). FJC OUTSIDE MAX. VENT DAYLIGHT OP ENING 2.784' INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYUGHT OPENING NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1 2.710' PRODUCT REVISED as complying with Re Medd. thildhpa Cott* Acceptance Na 11/, Robert L. Clads, P.E. PE 939712 Structural 20,! • • •••••• • • 00000 •• • •••••• 00000 • • ••••• • • •••••• • • •••••• • • • 000000 •••• • • •••• • •••••• • • • •• • • • • • •• •••• • • •••• • • • • ••• • • •••• • • • • • •• • • • • •• • • • • • • 1 4002A FLANGE FRAME HEAD 21 1155 #8 X1.000 QUAD PN. SMS 3 4003C FLANGE FRAME SILL (LOW SILL) 5 1628 ADHESIVE OPEN CELL FOAM PAD • 43 • 4004 FLANGE FRAME JAMB 4025 SASH STOP 4025 SASH STOP (EGRESS) 1.125 LONG 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" •1 • 1080 BALANCE COVER, 3/8" OR 5/8" •16 #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET • •8 •:• 13 1085/1086 SASH TOP GUIDE It #8 X1 PHILLIPS FLAT HEAD S. STL 16• 1080 -1 BALANCE COVER, 11/16" • 17 4053 SASH STOP COVER 18 4029 -1 SASH BRACKET 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 21 4054C FIXED MEETING RAIL 23 4006C SASH TOP RAIL 25 1235 WSTP.,.170 X 270 BACK, FIN SEAL 26 1096 SWEEP LATCH 612225 781PQA 612226 7PAD1626 612227 812244 612244 6BALCVR916 7834M 7BALTBKT 42504 78XIFPAX BBALCVR670 64053 7ULBRKT 7832X12FPFX 84054C 64006 67S16G 71096 ITEM DWGI# 27 1016 #8 X.625 PH. FL. SMS DESCRIPTION PGT# 7858 A 28 30 31 34 35 36 37 38 41 42 44 45 46 47 48 49 50 52 53 54 55 56 57 58 59 FJC Dawes FJC 4007 SASH BOTTOM RAIL (LOW SILL) 812230 1228 WSTP., BULB VINYL 6TP249 4008 SASH SIDE RAIL 612231 1268 SASH FACE GUIDE 42601 1622 LAND SETTING BLOCK 3/32" X25/64" X 1" 71622K 1052 LAI/O IG SETTING BLOCK 1° X3/4" X 1/16" 71052K 1224 VINYL GLAZ. BEAD BULB (THICK) 8TP247W,K 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 4039B GLAZING BEAD, 5116 LAM. GLASS. 64039B 4044B GLAZING BEAD, 5/16 LAMO W /GRILL KIT 644703 4222A GLAZING BEAD, 7/16" LAMA 64222 985C GLAZING BEAD, 7/16" LAMI W/GRILL KIT 6985 4067 GLAZING BEAD, 13/16" LAM I.G. 64087 4071A FRAME, I.F. HEAD 64071 4072A FRAME, I.F. LOW SILL 64072 4073A FRAME, I.F. HIGH SILL 64073 4074B FRAME, I.F. JAM® 64074 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 1014 SCREEN FRAME (HOR. & VER.) 81014 1830 SCREEN CORNER KEY WRINGS 71630 1831 SCREEN CORNER KEY W/OUT RINGS 71631 1073 SCREEN SPRING 7CASP 1824 SCREEN SPLINE -.135 DIA FOAM 61624K Rued Br eaa Baader. eat Resistage 11/13/06 B Matt Robb= W4/08 A eds ardmdex 9/1/05 J.J. FJC ADD LF. FRAME ITEMS 47, 48, 49 AND 311. UPQRADE ITEM 21. ADD ITEM 92. CHG. DESCR/PDON flWIQ 7.99 19 NO CHANGE THIS SHEET 2/23/07 1070 TECHNOLOGY ORIVE NOKC 89. FL 94278 P.O. BOX 1878 NOKOMIS, FL 94274 ITEM DESCRIPTION 60 61 63 64 67 88 69 70 80 81 82 83 84 85 86 87 88 89 90 91 2.784 1. 47 FRAME, I.F. HEAD ® #4071A, 6083-T8 i DWG# 1835 SCREEN SPLINE -.135 DIA HARD 505 1161 4051A 4050A SCREEN CLOTH GLAZING CHANNEL (.688 X.500) #8 X 1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X1/2 - 7/16 LAM SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. 92 M. GLASS, 13/18" LAND 10;1/8"A AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8"A) FRAME, .F. LOW SILL #4072A, 6083-T6 50 FRAME, I.F. JAMB 4 FRAME, .F. HIGH SILL ® #4074B, 6083 -T6 #4073A, 6083 -T6 (USED AS RADIUS TOP HEAD) Raw B • PGT# 61635K 61818 6533402 706X1 62BV1510 64051 64050 A GLASS 5/16" LANG, (1/8"A.090 PVB,1/8"A) B. GLASS, 5/16" LAMB, (1/8",.090 PVB,1 /8"HS) C. GLASS, 5/16" LAMS, (1/8 "HS,.090 PVB,1/8"HS) D. GLASS, 7/16" LAMI, (1/8 A.090 PV13,1/8"A) E. GLASS, 7/16" LAMB, (1/8"A,.090 PVB,1/8"HS) F. GLASS, 7116" LAMB, (1 /8"HS,.090 PVB,1 /8"HS) G. GLASS, 13/16" LAND IG;1 /8"HS, AIR SPACE, 5/16" LAMI, (1 /8',.090 PVB,1 /8"A) H. GLASS, 13/16" LANG 10;1 /8"HS, AIR SPACE, 5/16" LAMB, (1/8"A.090 PVB,1 /8"HS) I. GLASS, 13/16" LANG 10;1 /8"HS, AIR SPACE, 5/16" LAMI, (1 /8"HS,.090 PVB,1 /8"HS) J. GLASS, 13/18" LAMI 10; 1 /8"HS, AIR SPACE, 7/16" LAMI, (3/16 "A,.090 PVB,3/16"A) K. GLASS, 13/18" LAM 10; 1/8"HS, AIR SPACE, 7/18" LAMI, (3/18"A,.090 PVB,3/16"HS) L. GLASS, 13/16" LAM 10; 1/8"HS, AIR SPACE, 7/16" LAMI, (3M6'HS,.090 PVB,3 /16"HS) P T PARTS LIST law — ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Butar awe tare w,abpuua SH7oo NTS e a 11 4040 - 20 • • •••••• • • •••••• • • • 00000 •• ••••• • • 0000 • • •••••• • • • •••••• •••• • • • • • • • 00000 • • • •• • • • • • • • •. • ••• • •• • • • ••• • ••• • • • ••• • • • • • • •• • • • • • • •• •• • • • • • • • • •• ro.eer • • 1.363 • VD FLANGE FRAME HEAD • #4002A,6083 -T6 •••• • •• • • • FJC nem * Fit FJ( .062 �-1 749 -"— O FLANGE FRAME JAMB #4004, 6083-T5 (USED AS RADIUS TOP HEAD) —�{ 1.342 .082 21 FIXED MEETING RAIL #4054A,6083HD -T6® 69 FLANGE FRAME SILL (HIGH) #4050A, 6083-T6 orc mft 11/13/08 Oche 124/00 Ode 8%A75 Itedeerse 8 laWisloas A rex J.J. .062 2.710 2.830 L 11.490 '+- 1.451.-1 O SASH STOP #4025, 8063-T5 � 2.279-j T 1.707 UPDATE FRAME CORNER ASSEMBLY TO INCLUDE I.F. AND UPGRADE ITEM 21 ALLOY. NO CHANGE 7WSSHEET pee .062 F ---- 2.784 —j O FLANGE FRAME SILL (LOW) #40030,6063 -T8 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4006C,6083HS -T6 #4007,6063 -T5 17 SASH STOP COVER #4053, 8063-T5 68 SASH BOTTOM RAIL (HIGH) #4051A, 608345 1070TEQWOLOGYWOVE NOKOWB, RL94278 P.O. EQX 1828 NOICOMIS. 0.34274 f+- 1.513 --{ .738 PGT V1saa(y Better ® I.F. FRAME SEALANT ALONG ENTIRE JOINT © II� I.F. FRAME SEALANT OR GASKET �� II t.1 6 or 50 I�I 6 or 50 Ill IIII AT HEAD AND SILL VIEW D -D VIEW E - (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) 31 SASH SIDE RAIL #4008, 6063-T5 . 050 .678 1.098 T O GLAZING BEAD 7/16" #4222, 8063-T5 .050 1.1151 45 GLAZING BEAD, 7/16" #985C,8083 -T5 (USED W/ GRILL KIT) EXTRUSIONS & FRAME CORNER DETAIL T•e ALUM. SINGLE HUNG WINDOW, IMPACT WOO I Helf .678 1.098 1 H - T 41 GLAZING BEAD, 5/16" #40398,8063 -T5 .678 .050 1.0964 -- 1 GLAZING BEAD, 5/16" #40448, -T6 (USED W/ GRILL KIT) 050 1 1.097 GLAZING BEAD, 13/16" IG #4067, 6063-T5 M7 011 arms> 4040 -20 B • • •••••• • • • • • • ••••• • • •••••• • • • • • • • ••• • •••••• • • • •• • • • • • •• •••• • • •• •• • •• • • • ••• •••• • • • • • • • • • • • • • •• • � • • • • • ANCHOR QUANTITIES FOR 11• FLANGED WINDOWS •• TABLE 6. •••• ••• * 1$.125 • •• • • • • WINDOW HEIGHT SUBSTRATE: 28.603 • ANCHOR TYPE: _ MOW GLASS N 0 • 0I15TH TYPE •••• • &r ow • 32.000 37.000 40.000 44.000 48.000 53.125 C,D,E,F,G, H,I,J,K,L A,B,M C,D,E,F,G, H,I,J,K,L A,B,M C,D,E,F,G, H,I,J,K,L A,B,M C,D,E,F,G, H,I,J,K,L A,B,M PSF 1 1.2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 2 2 79 U N 0 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 2 C,D,E,F,G, 2 2 H,I,J,K,L 2 2 - 1 2 PSF 79 2 2 A,B,M 21 21 2 C,D,E,F,G, 2 2 H,I,J,K,L 212 - 2 2 A,B,M 2 2 2 2 2 2 C,D,E,F,G, 2 2 H,I,J,K,L 2 2 2 2 A,B,M 2 2 2 2 2 2 PSF 72 C,D,E,F,G, 2 2 H,I,J,K,L 2 2 2 2 ABM 2 2 2 2 2 2 U Z 'O U 1 1 1.1 1 1'2 1 1 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 PSF 79 2 2 2 2 2 2 79 2 'I' 79 2 - 2 - 14 2 212 34.603 I o o 1 12 1 12 1 1 2 1 2 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 23 2 2 3 2 2 3 79 2 2 3 2 2 3 U N Z O U 1 1 1 1 1 1 2 1 2 1 2 1 1 2 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 U 2 r O U 1 2 1 1 2 1 2 1 1 2 1 2 2 2.2 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 40.603 M N o 3 1 2.2 1 2 2 1 2 2 1 2 2 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 4 2 34 2 3 4 2 3 4 0 N U 12 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 2 2 U Z ' 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 3 2 2 3 2 23 2 3 3 2 3 3 2 3 3 2 3 3 2 3,4 2 3.4 46.603 a 1 2 2 2 2 1 2 2 1 2 2 2 3 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2.4 2 34 2 34 2 3 4 2 3 4 Rani REVISE ANCHORAGE TABLE AND NOTES. FJC 1111352 B ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. Readily' Dfax Rot_ F.K 124178 A NO CHANGE THIS SHEET welm 6y oda t7rakeeBa: Nor FJC 7/28/ 0 5 J. J.Z23/07 U N Z O U 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2.3 2 2 3 2 2 3 2 2 3 2 2 3 U Z ' O U 2 2 1 2 2 1 2 2 1 2 2 1 23 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 33 2 3 4 2 3 4 2 3 4 2 34 52.603 0, N o 0 1 2 2 1 2 2 1 2 2 1 2 2 2 3 2 3 2 2 3 2 23 2 2 4 2 2 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 3 4 U NO U 2 2 22 2 2 1 2 2 2 2 1 22 1 2 3 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3.3 2 3 3 10719 7ECHNOLOGYDIBVE NOKOMIB, FL 34278 P.O. BQX 1828 NOKOME, FL94274 0 Z ` 2 2 2 2 2 2 2 2 2 2 58.603 2 2 2 2 2 2 2 2 2 3 3 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Visibly Better 64.603 o 2 1 2 2 F4 0 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 BakoAble 3 2 76.000 2 2 2 2 2 2 2 3 3 3 3 UMW nrrs 2 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 3 3 TABLE KEY: MAX PSF (DP LIMITED) 118 HEAD JAMB ABOVE JAMB BELOW MTG. RAIL 2 (FULL DP) HEAD JAMB MOVE MTG. RAIL t JAMB BELOW j MTG. RAIL 2 ANCHORAGE SPACING, 1/1 WINDOWS Tar ALUM. SINGLE HUNG WINDOW, IMPACT aro 8 11 ANCHORAGE NOTES: 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 yr max. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A 801.D ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOVVN IN BOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 4040-20 j • • •••••• • • 00000 • •••••• 0000 • • 0000 • • •••••• • • •••••• • • •••••• • • • •• •• • •••••• • • • 1• • • • • • •• •••• • • •••• • s• • • • ••• •••• • • •••• i • • • •• • •• • • • • • • • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS • SUBSTRATE: ANc•HOR TYPES . �VihTDOW W TH • ••• • 24.gpD • 32.000 37.000 44.000 48.000 53.125 40.000 Mead Bp F.K Row or FJC Dds Doe 11113d8B Diae 124/08 0910 pda FJC 7/2W05 A,B,M 1 111 1 1 1 111 2 1 2'222 GLASS TYPE C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF 59 29.655 37.155 coo zI_za,0 csiO ON U U 5 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 11111122 79 1 1 1 1 111 1 1 1 1 2 2 1 1 1 1 111111122 67 79 U o U 1 2 1 1 2 1 1 1 1 1 1 1 68 77 1 1 2 2 2 3 C,D,E,F,G, H,I J,K,L 2 2 2 2 2 111 111 111 212 2 2 PSF 49 79 1 56 79 1 1 1 3 2 1 111 1 1 111 2.2 2 2 4 3 4 3 4 3 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111111112222222' 32222332233333233332233433243433243 C,D,E,F,G, 1 1 1 2 1 H ,I,J,K,L 111 1 1 111 212 2 2 C,D,E,F,G, 2 2 2 2 2 H J,J,K,L 1 1 1;1 111 212 2 2 111 111111 212 2 2 2 2 2 2 111 111 111 212 2 2 PSF 45 74 1 51 74 C,D,E,F,G, 2 2 2 2 2 H,I,J,K,L 1 11 111 2 2•2 111 1 1 11 212 22 PSF 41 67 1 67 C,D,E,F,G, 2 2 2_ 2 2 H,I,J,K,L 1 Ti 1 111 2T2 2 2 2 2 2 2 2 1111f1 111 212 2 2 Webs kenekns 8 Ibrikkas A Dtimsef Dee 1J. 2123107 1 2 2 2 2 3 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 21233 2 2 21233 79 79 2 2 22 [3 2 2 212 31 3 76 79 2 3 212 313 2 3 212 313 44.655 U N O U 1 2 1 21 2 2 1 2 2 1 2 2 22 1 2 2 2 2 2 2 2 22 2 22 2 2 2 2 2 2 2 2:2 2 33 2 3 3 U Z 'O U 1 2 2 2.2 1 2 2 1 2 2 1 2 2 2 23 2 2 3 PSF 54 79 1 62 79 2 3 3 2 33 79 2 3 3 2 33 2 33 2 33 2 3 3 2 3 3 52.155 0 co O N 9 1 2 2 1 2 2 1 2,2 1 2 2 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 4 2 3 4 3 4 4 3 4.4 REWSE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR QTY GS RESTRICTED BY SIZE NO CHANGE SHEET WINDOW HEIGHT U N U 1 2'2 1 22 1 22 1 2 2 1 22 1 2 2 1 2 2 2 22 2 2 2 2 23 2 2 3 2 3 3 2 33 2 3 3 2 3: 3 U Z ' U 1 2 2 1 22 22 1 2 2 33 2 33 2 33 2 33 2 33 2 33 2 3 3 2 3 3 2 33 3 4 4 3 4 4 59.655 0 r> O N 2 2 1 22 1 2 2 1 2'2 2 3 3 2 3 3 2 3 3 2 4 3 2 4 3 2 4 4 2 4 4 3 4,4 3 4 3 4 4 3 4 4 U N V 1 2 2 1 22 1 2 2 2 2 1 3 2 1 3 3 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 33 2 3 3 2 3 3 2 3 3 1070 7E-OENOLOGY DRIVE NOKOM IS, FL 34278 P.O. BQX 1678 NOKOMIEL FL 34274 U �Z O U 1 2 2 1 2 2 1 3 2 1 32 1 3 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 4 2 4'4 3 4 4 3 44 67.155 0 a 0 1 2 2 1 2 2 1 32 1 32 1 3 3 2 33 2 3 3 2 3 3 2 3 3 2 4 4 2 4 4 2 4 4 2 4 4 3 4 4 3 4 4 U N O U 1 2 2 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 2 33 2 33 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3.3 U Z PO U 1 2 2 1 2 2 32 1 3 2 3 3 2 33 2 3 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 4 2 4 4 3 4 4 2 4 4 !GI ibly &tar 74.655 O co 0 N O 1 3 2 1 32 1 32 1 3 2 1 4 3 2 4 3 2 4 3 2 4 4 2 4 4 2 4 4 2 4 4 3 4 4 3 4 4 3 5 5 3 5 4 es .vmc BHmO U N U 1 2 2 1 22 22 1 22 1 3;2 1 3 2 1 3 2 U O U 3 2 1 3 2 1 3 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 co 0 2 2 2 2 2 2 3 3 3 3 TABLE 6. 76.000 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 3 3 TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE mrG. RAH_ JANE BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT IVTS 9 11 4040-20 ANCHORAGE NOTES: 3 - 812 SCREWS A 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/r MAX. FROM TOP CORNERS JAMBS - 17 1pr mAx. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED A 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. A - ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE? LESS. SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. OP /XV Structural ANCHOR QUANTMES • • ANSHOR TYPE: -- ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED OW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. , 12.776 15.776 18.776 21.776 24.776 27.776 30.776 44.839 50.382 55.925 ONOO ONOO ONOO OOOM £'Z ONOO ONO 000M £'Z ONOO ONOO OOOM £'Z Z ONOO L OOOM £'Z 3N00 ONOO 000M E'Z ONOO ON00 000M £'Z ONOO 0NO3 L I 000M £'Z ON00 ON00 allIDOW WIDTH GLASS TYPE OOM E'Z 2 1 Ir rl 2 1 ✓ N 2 ✓ N ▪ N ✓ ✓ ▪ N ✓ • N r N Ir N ✓ N ✓ 2 ✓ e7 ✓ e7 ✓ ✓ e7 ✓ ✓ N n 1 2 2 2 2 ✓ N ✓ N ✓ ✓ N ✓ N e- a- N ✓ N ✓ ✓ e7 r • 0) • r) ✓ N • e7 • l7 ✓ P) ✓ R) ✓ e7 ✓ e7 n • •391500 -. Q . -. 2 2 3 r r e 01 • en r N • M N P) ✓ e7 r ✓ e7 ✓ N ✓ m r ✓ e7 • at r • 07 ✓ sr • u7 ✓ a) ✓ tel i • • 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 K,L 4 3 3 4 3 4 40.000 N N ✓ N N N N M ▪ N N ie7 lV • e7 • e7 N N e7 r 0) N e7 N V' r e7 N at N V' r N U) N U) r N U) 0.000 PSF 8 79 79 79 79 2 2 1 2 D,E,F,J, K,L N r N 2 2 N N 4 1 3 N e7 N e7 Ne7 N at N M N V'I N•V N e7 N V' N N e7 N U) N at N N U) N U) N V' N t0 1 2 Ei 44.000 PSF 79 4 1 3 1 4 76 79 5 1 3 1 4 77 79 79 79 8 2 D,E,F,J, K,L N',r N e- 44 • r 04 IN N_ 2 2 N M N '.f9 N N V' N N V N d) N N N e7 N U) N U) N N U) N U) N at N m 2 48.000 PSF 78 79 70 79 79 71 79 73 78 D,E,F,J, K,L N ir N N Ie 1 C.4 144 N 144 NIN N N l7 e7 at N Het] N U) N ' N U) e7 U) N V' N 1117 e7 v) N N CO e7 CO N U) N CO 53.125 PSF 71 79 63 71 79 64 74 66 77 69 69 D,E,F,J, K,L N lr N1rI CV N NI -H71 IN N ein I N 07 N1 ell* I N V'I e7 at I � U I N et � .43 I en m N IC) I en ml en 6° Neel l7 AI en m N U)I l7 A ANCHOR QUANTITIES SUBSTRATE ANCHOR TYPE AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT , 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 000M � r CZ ONOO ONOO OOOM E'Z ONOO I ONOO L OOOM £'Z I ONOO ONOO 000M £'Z 01400 ONOO 000M £'Z ONO3 ONOO 000M £`Z ONOO ONOO 000M E'Z ON00 ONOO 000M E`Z ONOO ONOO WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 78 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 1 2 2 2 2 31213 31213 31313 413 1 3 41314 4 1 314 44.000 8 78 2 2 1 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 63 72 79 2 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 53.125 8 2 2 2 1 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 • • 00000 • • 000000 • • • •••••• ••••• • • 0000 • • 0000 • • ••••• • • 000000 • • 00000 • • •• •••• • • • • • ••• • •• • • • •• • • • • ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD - 181/2' MAX. FROM CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 11 1/2' MAX. ABOVE THE MEETING RAIL 6' MAX. BELOW MTG. RAIL 15° MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW AA. WINDOWS ARE 12 6/8° MIN. TO 38" MAX. p. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR gla FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LII TED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DP LMTED) 112 JAMB BELOW 2 MTG. RAIL Mud &A Rand ST FJc r4,rna,< FJc REvLSEANCHORAGE TABLE AqNNDp NOTES. ADD DPMA)C WHERE ANCHORQTYISRESTRICTEDBYSOM Des Oda 11H3VS laic 12458 Danes Dee Magad lace , FJC 7/ J.J. 223/07 Wafts A NO CHANGE 7103 SHEET 1070 TECHNOLOGY NOKOMIS. FL 34235 P.0.10;011520 NOKOMIB. FL 34274 P T ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Y ee.sras eves are orccaa°. •n: NTS 110 d 11 I 4040 -20 1 B d 7 L. park, P.E. PE 139712 Structural • • 0 00 00 0 • • 0 • • • 0 00000 0 • • 0 0000 • • •0100• • • 0 00000 •• • •• •••• • • •••• • •••••• • • • •• • • • • • •• •••• • • •••• • •• • • • ••• •••• • • •••• • •• • • l • • 3.36 KSI MIN. CONCRETE • • • •••••• •• •• • • • 0100• O • IONAL Ix • cipD BUCK ••4SEE NOTE 4) •• 1 ••• • •••••• • •• • • • • FbeedBe •,s 1/4° MAX. SHIM Read* De. FA 11/13/06 been* bee FJC 1,24/013 ewe Be Dee FJC 911105 INIP ■;aum uueuum:. .131° DIA MIN. x 2 1/2° NAIL, AT CORNERS AND 5° O.C. Masbate B DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE GbEbdBF •• J.J. 2/23/07 EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1 & 3) A 2x WOOD BUCK ®(SEE NOTE 4) 1 114° MIN. + 13/8" MIN., 1/4" TAPCON® .1.3/4" MIN., 1/4" CRETE -FLEX tl 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU DETAIL F, (HEAD) A ,ADD NO7E6RE FLAT HEAD ANCHORS. 1/4° MAX. SHIM ADD INTERRAL RN ANDH�UPDATE& REORDER NOTES 1070 TECHNOLOGY DRIVE ADD NOTES 7. UPDATE EMBEDMENT D#Z NOKOMIS. FL 54275 P.O. BQx 1678 33330141% F1.34274 WOOD ANCHOR (SEE NOTE 2 & 3)® 1 3/8" MIN. LAL 1/4" MAX. SHIM 13/8' MIN. 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)® (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. SHIM .131" DIA. MIN. x 2112" NAIL, AT CORNERS AND 5"O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4°. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8° THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). W000 ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) WOOD FRAME .131° DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5° O.C. PG" vlsl* Be:mr INTERIOR (ALL JAMB DETAILS) EXTERIOR Ter DETAIL G, (SILL) ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT arlfolarkt Itko& Bye psi 3/1760 I N1$ 11 d 11 4040 -20 bd zoll • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www. miamidade.aovlbuildin¢ code NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75 and /or=-Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done inn ids gntiwty . . • 00 410 IrISPEC:FI:Olt: r► ;o :xpftl;is entire NOA shall be provided to the user by the manufacturer or its distributors an&shaf3e •av ilakie fpranspection at the job site at the request of the Building Official. TVs N renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above.. . • 'fie SplSmittMd loeumentatioo dra: reviewed by Ishaq I. Chanda, P.E. • • • • • • • • • • • • • • • • • • • • •. ' • NOA No 08- 1112.10 WADE COUNTY Expiration Date: February 19, 2014 APPROVED Approval rate: January 08. 2009 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 - titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME 1300 - 02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. . 08i • • • . • • 1 • • • • • • • • •••••••.• • • •• • ••• •• • • • • •• • • • ••• .•• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • . • • • •• •• ••• • • E -1 `e c4 1.10. . Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 • • 000000 • • •••••• • • 000000 ••••• • • • 000000 • • 000000 • • • •••••• •••• • • •••• • 00000 • • • •• • . • • • •• •••• • • •••• • •• • • • ••• • • •• NOTES: LARGE MISSILE WINDOWS • • • • 1! GLAZING OPTIONS: • • A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED • • GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • • • B. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 • • INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • • . • • • C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16° AIRSPACE AND 7/16" • • • • LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT • • • • STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. •,.. •.D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16° • • • • • • • LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • • • • • 2. RESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) 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. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSUAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 200054LLUMINUM DESIGN MANUAL 4- 32.Its1 2 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Rend By bats B F.K *4107 Road 4r Data FIG 12/1&703 mmner Caw Fit 7114/33 Rerebbar 8 A MmledBr CHO. NOTE2 TO REF. ASTM E 1300-02 AND REVISE ANCHORAGE NOTE3. ADD REFERENCES TO NOTE 6 AND ADO NOTE 7. REDUCE ANCHOR SPACING Dar 1070 TECHNOLOGY DANE NOKOMIS FL 34275 P.O. BOX 1578 NO10OIAI13. FL 34274 PST Vtrib(y Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT PW-701 NTS 1 + 12 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 4259 -4 PRODUCT RENEWED tinep with the PMrWa lialstIng Cede Expiating Dete AoteptaneeNoact—ii By c kwp�4 Division Robert L perk, P.E. PE 039712 Student! • • •••••• • • 0000•• • • • •0000• • • 0000 • • 0000 • • 00000 • • • •••••• ••. • • • • •0•••• • • • •• • • • • • •• •••• • • •••• • •• • • • ••• •••• • • •• • • • • • • • • • • •••••• •0 •• • • •• I••• • 0 3 0 /16' ANNEALED OR HEAT ••• STRENGTHENED GLASS • ••• • • ••• • •• • • • Rand*: • • • mar Road 13y, Delx F.K FJC 12115/03 Mme" odr FJC 7/14/03 Osbr mor 41007 0 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) Rreiabor Ralskar lisoleksac A NO CHAN THIS SHEET chaaked sr ".m 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS NOCHANOE THIS SHEET 11/16° NOM GLASS BITE 3/16" HEAT STRENGTHENED GLASS 1070 TEGWOLOGYORNE NOKOMIS, FL 34276 P.O. BOX 1528 NOKOMIS, FL 34274 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE OUTSIDE c;T 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS _s_ — a"ee mot. to= PW-701 FU 2 d 12 4259-4 11/16° NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT intoner RENEWED coolwith the Florida C Rwepotfta Nor .g Elpinthin Dog iq 31a Tat a•gii7 PRODUCT REVISED PS complylog wf4 the Fluids B"Win Cade Acceptance No ! — s' 1 O Expiration 0g /67 Robert L PE #39712 SWahaal Visibly Better • • • • • • .• " • • •••• • • • • • • • • • • • • •. • • • • • • .. • •••• • • • • • •••• • • •• • • • • • • ••. • • • •••• • • •. HEXAGON • ZIAa SIZE = 60" BETWEEN FLATS iv MAX. AREA = 21.65 SQ. FT. • • • • FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE =96 °X48° OR MAX. AREA = 31.99 SQ. FT. 1 48° MAX. 1 NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. t RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68° X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 921/4° MAX. DLO ---I TRAPEZOID 44 1/4" MAX. DLO MAX. SIZE =48 "X96" OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 48° X 96° OR MAX. AREA = 3028 SQ. FT. PRODUCT as Riddlea 2• Fiphedas IA1 ry BY Wald Division PRODUCT REVISED ea complying with the Florida Baiting Code Amyronm He Replied= Date tea: rend er. FJC Rood* FJG Date fkrtac 414/07 o01r 12/12103 A "mm By CnaoYa4aF te"e FJG 7/14/03 UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET 1070 TECHNOLODYORNE NOKOMIB. FL 34276 P.O. BOX 1618 NOKOMIS, FL 34274 c;T Visibly Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT BeriesaroOeb PYW701 Sow NTS 3 a 12 I 4259 -4 B Robert L Clark, P.E. PE 039712 Sauobnai • • •• •••• • • • •• • • • • • • ••• • • • •••• • • • •• • • • • • HEXAGON ,SIZE = 60° BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. • • • • • FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. Rend Date Read Br Daft F.K 414/07 nae m� FJC 12/184 Owen 1• DAr FJC 7/14/03 HALF CIRCLE MAX. SIZE = 96" X 48° OR MAX. AREA = 25.13 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. A aeowey FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. AT 50 1/4" FRAME 0 D. ADD FRAME 0.12. DIMENSIONS AND UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET Oahe EYEBROW MAX. SIZE =96 "X48" OR MAX. AREA = 31.99 SQ. FT. A 98 1/4" FRAME O.D. 96" MAX. MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. RECTANGLE MAX. SIZE = 48" X 96° OR MAX. AREA = 32.00 SQ. FT. 1070 IEC NOLOGYDRIVE NOKOMIS FL 34275 P.O. 13QX 1529 NOKOA58, FL 34274 93 1/4" MAX. DLO OCTAGON QUARTER CIRCLE P Visibly Better ELLIPTICAL MAX. SIZE =96 "X47" OR MAX. AREA = 31.99 SQ. FT. 45 1/4" MAX. DLO INTEGRAL FIN ELEVATIONS MAX. SIZE = 68" X 68° OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48 "X96° OR MAX. AREA = 31.99 SQ. FT. ALUMINUM PICTURE WINDOW, IMPACT B"tMbaet PW-701 NTS 4 " 12 4259 -4 ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. PRODUCT RENEWED as comma with the Pleylda Buldlag Cade Amputate � l 2•I y Date By MOW Dade I Dividoa PRODUCT RV.. .? Wmplyhtg ugh the Florida Bidding Cede Ample= Ne _ • = 06 Redact Canatal "7,0 07 Robert L Oark, P.E. PE #39712 Strums/ 609 •••• • • • •••• • • • • • • • • • • • • • • •• • • • • • • •• • • • •••• • • • • • •• • • • • • • • • • • • ••• • • • •••• • • ••• • TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) • • B. 7/16" LAMINATED .GLASS (3/16 "HS, .090, 3/16HS) • • C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3 /16HS, .090, 3/16" HS) I44W GLASS ;Xi/M. TYPE •OIDO A,B,C,D ••• AREA •501450 A,B,C,D AREA :60,090 A,B,C,D •• AREA • "65.50 A,B,C,D AREA 71.000 I A,B,C,D AREA 76.500 A 82.000 B,C,D AREA A B,C,O AREA 87.500 93.000 A C B,D AREA C B,D AREA 96.000 A C B, D AREA Rmre45 0* Rpbt= Br FJC 414/07 Rood Br FK tram Bp. FK Ltafrx 12115103 7/14103 A trmh:i* CHANGE WINDOW "Y" DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 -80.0 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 17.32 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. Data 34.000 +80.0 I -80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 1 -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 -80.0 16.76 SQ.FT. +80.0 -80.0 +80.0 -80.0 18.06 SQ.FT. +80.0 +80.0 -80.0 -80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 20.66 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 NOTE 1 ANCHORING WITH 512 SCREWS -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. UPDATE DESIGN PRESSURES PER ASTM E 130042 AND NO TES. S CLEAN UP TABLE 1 DESCRIPTION MK; HEADINGS. 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80. 22.49 SQ.FT. +78.0 +80.0 +80.0 +74.0 +80.0 +80.0 +71.9 +80. +80.0 -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 24.00 SQ.FT. -74.0 -80.0 -80.0 25.51 SQ.FT. -71.9 -80.0 -80.0 26.33 SQ.FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1525 NOKOMIS, FL 34274 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 1 -80.0 20.47 SQ.FT. +80.0 -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 +70.0 +79.1 +80.0 +65.5 +74.0 +80.0 +63.0 +71.2 +80. Visib$ Better -79.3 -80.0 -74.5 -80.0 25.63 SQ.FT. -70.0 -79.1 -80.0 27.34 SQ.FT. -65.5 -74.0 -80.0 29.06 SQ.FT. -63.0 -71.2 -80.0 30.00 SQ.FT. PST roe 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 28.26 SQ. FT. +63.9 +72.2 +80.0 +61.5 +69.5 +80.0 PW-701 -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 -63.9 -72.2 -80.0 30.03 SQ.FT. -61.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 1 -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 FTL -3835 FTL -3835 FTL -3850 FTL -3850 -76.8 -80.0 -71.8 -80.0 -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT raitc NTS 5 d 12 IatBa 4259-4 PRODUCT RENEWED as complying with the Florida Badding Code I Expisatbse Date PRODUCT REVISED a complying w tb He Florid* Belding Code Atop= No s - .•�, Product Collard / •••• • • • • •••• • •• • • • • •• • • • • • •••• • •••• • • • •• • • • • • •• •••• • • •• • • • ••• • • •••• TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) •• • • • • FTL -3835 FTL -3835 FTL -3850 FTL -3850 rIsi GLASS X' DIM. TYPE 48.000 MI MIK MI AREA • 54 • .500 I A,B,C,D AREA 60.000 I A,B,C,D AREA • 65.500 I A,B,C,D AREA 71.000 I A,B,C,D AREA 76.500 AREA 82.000 I A B,C,D 87.500 93.000 96.000 aSder Oar Read F.K. Rmmer El( money FA OIL 4!4/07 Daft 121553 714/03 A,B,C,D I B,C,D AREA A C B,D AREA A C B,D AREA A C B,D AREA rw,awar R R A Petted Br WINDOW "Y" DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 I -80.0 14.05 SQ.FT. +80.0 +80.0 -80.0 -80.0 15.14 SQ.FT. +80.0 +80.0 -80.0 -80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 17.32 SQ.FT. -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. 34.000 +80.0 I -80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 16.76 SQ.FT. +80.0 +80.0 -80.0 18.06 SQ.FT. +80.0 +80.0 -80.0 -80.0 -80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 20.66 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. UPDATE DESIONPRESSURES PERAMTM E 1300-02 AND NOTES. CLEAN UP TABLE DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WITH 912 SCREWS mar I 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80.0 22.49 SQ.FT. +78.0 +80.0 +80.0 24.00 SQ.FT. +74.0 +80.0 +80.0 25.51 SQ.FT. +71.9 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 -74.0 -80.0 -80.0 -71.9 -80.0 -80.0 26.33 SQ.FT. 1070 TECHNOLOGY DRIVE NOK01413 FL 34275 P.O. BQX 1530 NOKONIS FL 34274 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 I -80.0 22.19 SQ.FT. +79.3 +80.0 +74.5 +80.0 +70.0 +79.1 +80.0 +65.5 +74.0 +80.0 +63.0 +71.2 +80.0 -79.3 -80.0 23.91 SQ.FT. -74.5 -80.0 25.63 SQ.FT. -70.0 -79.1 -80.0 27.34 SQ.FT. -65.5 -74.0 -80.0 29.06 SQ.FT. -63.0 -71.2 -80.0 30.00 SQ.FT. PIG" Visibly Bean 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 +68.4 +77.3 +80.0 +63.9 +72.2 +80.0 +61.5 +69.5 +80.0 Sateablek PW-701 -78.0 -80.0 -73.1 -80.0 26.48 SQ.FT. -68.4 -77.3 -80.0 28.26 SQ.FT. -63.9 -72.2 -80.0 30.03 SQ.FT. -61.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 29.17 SQ.FT. +62.4 +70.5 +80.0 -76.8 -80.0 -71.8 -80.0 -67.0 -75.8 -80.0 -62.4 -70.5 -80.0 31.00 SQ.FT. +60.0 +67.8 +80.0 -60.0 -67.8 -80.0 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. INTEGRAL RN UNIT DESIGN PRESSURES Tax ALUMINUM PICTURE WINDOW, IMPACT amfcc pleat NTS I 6 m 12 I � 4259 -4 13 PRODUCT RENEWED a complying with the Florida Bidding icepmese No LO ! • W Expiration Ddte • L a Mead Bulb DN1sh m / /7/ l Robed Clark, P.E. PE 039712 Structural •... • • • .••. • • • • • • • •• • • • •• • • • • • •• •••• • • • • •••• • • • •• • • • ••• •••• • • •••• ® 0 00 0000 • • • °1 1�VII : o 4 Food Or Oak Re sd By Date F.K. 414/07 React ey ome FX 12/16/03 may Oafs Fi( 711453 O Rafvhar Rerisiore A B Llmledey NO CHANGE THUS SHEET NO CHANGE THIS SHEET Vote 1070 TECHNOLOIYDRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 PST Vlslbly Better SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT Se low bag mew uw°aa Pw-701 HALF 7 a 12 4259-4 • .• •� • • • • • • •• . • • • • SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O i i 1ip lij ALONG ENTIRE JOINT OUTSIDE KEYED CORNER ASS'Y Q WELD ( FLANGE FRAME) I { 0 � ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT m 0 MAX DAYLIGHT OPENING r ._ 2.784° -y INSIDE VERTICAL SECTION (FLANGE FRAME) PRODUCT RENEWED as complying with the Markle Bolding Cate Arptaaa NoOg— llI Z. l0 E:$riIio •oats 2/1.71 7 iJq M D* // /0 Robert L (Sark. P.E PE 639712 Strucbaal • • • • •• •• • • • • •• • • •• • • • • • •• • • •••• • • • • •••• • • • •• • • • • • ••• • •••• • • •••• • • GO 00 • •• • • • • MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) o L �..�J It VW 11 o : o I I1 ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING -- 2.784° -- P -1 � r 4 J °v INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED as implying with the Florida guiding Code Acceptance No OC.� /1a d Expiration Date _ / /o I _ , y BY �a MI Dade Ite i'k•lild Dirbion Rend*: R F.K s 411r FJC Valre Dar 7 Das 12/15103 Roiskeue A Wsnep alma m=46147 1u. FJC 7/14403 NO CHANGE THIS SHEET NO CHANGE MG SHEET 1070 TECHNOLOGY DRIVE NOKOMIS. FL 94275 P.O. SOX 1520 NOKOMOS, FL 34274 PG Visibly Better eewtoa: SECTIONS, INTEGRAL RN ALUMINUM PICTURE WINDOW, IMPACT P19.701 1 TIALFr d 12 4259-4 B • • • • • • • •••• • • • • •• • • • • • •• ••• • • • •••• • •• • • • •• • •••• • • •••• • • • • • ITEM 1 2 • 7 • • • 8 • • • ►_•_• 10 •• •• 41 12 •••• 13• 14 ••• • ••,g• •• • • • 17 • 18 20 21 22 Rd 4- F.K mss: FK .050° DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 Dale Date a4/07 Data 12114203 Rarlabas Roaster VIHNIT m at- Date FK 7/14/03 PART # 64256 64253 781 PQX 64255 64254 6TP247 64262 .970" ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS' 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .975" .346" NO CHANGE THIS SHEET NO CHANGE THIS SHEET f .975° .050 " ITEM 11 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4254 1070 TECHNOLOGY OHNE NOKOMU3, FL 34275 P.O. SQX 1829 NOKOMIS, R. 34274 c; r Viribb Better 2.784" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST Vas ALUMINUM PICTURE WINDOW, IMPACT Bab _ Item — mew. PIG-701 I HALF 9 a 12 4259-4 B 2.500" P7Olw8 48. 0) as comtd)iag with me 1rkosisio •nidIog Code Acceptance Nob . iU Expiration Date 7.r lQ 7wltJ. tg 4 t o By Mind Mode Division • • • • • •••• • • • • • • • • • • •• • • • • • • •• • • • • • •• • • • •••• • ••• • • • • • • •• • • • • • • • • • • •• •• I • .131 "DIA.MN. ••• x21 /2 "NAIL, • • • • AT CORNERS AND 5" O.C. • •• • • , WOW BUCK OR FRAMING • ••• • ' • INTEGRAL FIN DETAIL A • • ?brad Sr oma t 124M3 Valle 7/14/03 esester A Chatiadirre Daft Rarst/Br Date FJC 4/4/07 +read•: F' Thwatex FK T CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. SHIM SEE NOTE 1 FOR EMBEDMENT REVISE AND UPDATE ANCHORAGE PER CURRENT FBC CHANGE NOTE 1 AND FASTENER SPACING 1/4" MAX. SHIM 1 3/8" MIN. ®EMBEDMENT INTEGRAL FIN DETAIL B 070 O NOKM* fl 4CRlVE 34276 T NOKC O 34276 P.O. BOX 1629 NOKOMIS, PL 34274 Uhtbdy Better WOOD ANCHOR (SEE NOTE 2) A SEE NOTE 1 FOR ® EMBEDMENT:- 1/4" MAX. SHIM T 2x WOOD BUCK (SEE NOTE 3) 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU A 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: ® 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8° MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 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 SPAC NG FOR TAPCONS MAY BE USED. ANCHORAGE - HEAD, SILL AND JAMBS me ALUMINUM PICTURE WINDOW, IMPACT PW-701 NTS 1 3/8" MIN. ® EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. SHIM T Over 10 a 12 FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) wma° 4259-4 WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. SHIM T PIRO /1WI ntNL•o:cl) en co,,plyiag with the P'Mrido Bolding Code Acceptance No 48 —I ( 12. t 6 E;pI.rtron Date 7.‘191'4t4 Wand Dade rtle Division TABLE 3. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE W • • 0 A adu NOHOW WINDOW "Y" DIMENSION 45.0" 46.5" 48.0" 2. 4. 1. 2. 4. 1. 2. ` 4. X YI X Y X Y X Y X Y X Y X Y X Y • '1 • • 181£ Z/1 L 8/£ ZL O1 9/£ ZL Z/1 Z1 9/£ Z1 4/1 8 12 3/8 12 3/8 1 8/£ Zl 14 1G 1 9/E ZL 1 11 91/E 6 1 1 8/£ Z1 9 3/16 12 3/8 1 91 /£ 6 1 1 8/£ ZL 11 I 11. 8/6 Z L [ 9/£ Z1 11 1 12 3/8 1 1 Z/L 1.1 1 8/£ ZL 1 Z/1 11 1 8/E Z1l Z/l 11 1 8/£ Z11 1 z 1 1 12 3/8 ZL 8/6 ZL 1 Z1 I •S [ 8/S O1 Z/1 8/901 [ 01 9/901 [ Z/1 ZL [ 9/901 411 1 8/9 01 1 8/9 01 8/9 01 11 11. 1 1 8/9 OL I 11 1 1 10 5/81 1 91/9 61 10 5/81 8/9 01 91/9 8 91/£61 8/0[ I 11 1 11 8/9 01 1 9/901 11. e /S 0L I Z/1 11 1 9/S 01 1 Zl1 11 1 [105/8 1 Z /111 1 9/9 01 Z 1 9/901 1 1 Z1 I 9/9 011 1 z1 1 9I 1 z1 Z/1 L ZL 01 ZL 12 1/2 1 1 ZL [ 4/1 8 Zl Zl ZL 11 I L 1 z l 1 1 11 I I Z1 1 91/£ 61 I Z1 1 Zl 91/E 6 1 91/£61 9/96 11 1 11 ZL 1 9/96 1 I 1.1 1 8/9 6 VI 11 1 Z I Z/1 111 1 8/9 6 1 Z/1 14 8/96 Z Z 1 I Z 1 1 9/96 Zl • •8: 4/£ Z/1 L 01 412 Z!1 ZL 4 /2 OL I 4/1 e j 41E 01 4!£011 WE 01 11 I 11 1 4J£ 01 1 I 11 I r 10 3/4 1 91/£ 6 1 1 4/901 1 9 3/16 10 3/4 WE 61 1 91/9191 1 11. 1 10 3/4 11 1 4/E 01 I 11 1 1 91/9181 1 Z/1 11 1 1 4/£ 01 1 1 z/1. 11] 1 WE 01 1 1 Z/1 11 1 1 91 /S181 ZL 1 4/£ 01 1 1 Z 1 toe EH. I ZL 1 7' 191/£1 11 I Z/L L 1911£1 11 I 01 191/£1 11 IZIL 1 191/£1 11 I 411 9 191/£1 11 191/£1141 91/61 L L 11 I 11 1 191/£1 111 I 1L__ 1 e/1. 6 1 1 91/E 6 1 191/£1 111 8/1. 6 91/£ 6 1 911E 6 1 1 9/1. 6 L 11 91/£1 11 I 8/L 6 1 I L 1 9// 6 1 1 Z/1 11 1 1 91/21 11 1 Zit 11 1 8/1. 6 1 Z/1 11 1 8 7/16 1 1 Z 1 1 91/£1 11 Z1. 1 9/1. 6 1 1 ZL 1 76.5" 4/£ 01 RIL WE 01 . 01. 1 4/£ 01 [ z/1 ZL I4/£01 L4/L 9 14/£ 01 14/£ 01 1 4(£ 01 [ 11 L LL 14/£ 01 I I 1 4 _ 1 [ 4/16 1 91/9 6 1 1 41£011 4/2 01 911£ 6 1 91/6 8 1 1 4/16 1 L LL 11 41£ 01 1 4/16 1 11 1 4/16 1 Z I L 11 I 1 WE 01 1 Lz / 11] 1 4/16 1 Z11 11 1 4/16 1 L ZL L4/£ 01'1 I_ Z1 1 1 4116 1 1 Z1 1 91/11 11 ' I Z/1 L 91 /11 11 L OL J 91 /LL 11 12 1/2 91111 11 L4 /1 8 91/11 11 191/11 111 91/11 11 Ll LL_ 191/11 111 L11� 1 01 1 191/£BJ 191/1111 01 91/2 6 1 96/£61 [ 4!£ 8 1 1 11 1 11 91 /11 11 01 1 1 11 1 1 4/9 8 1 Z/1 111 1 91,11 111 Z/L_ 11I 1 4!£ 9 1 ZIL 11 1 4/£ 8 1 1 z1. 1 91/11 111 1 zG 1 i r 4/£ e 1 8. 19/9 Zl I Z/l L 19/9 ZL I 0 I8 /9 Z1 1 Z11 ZL I8/9 Lyn 9 18/9 ZL 191/£1 011 11 12 5/8 1 11 1 191/£1 011 91/1 61 1 91/£ 81 8/S ZL 91/£1 01 91/£ 6 1 911E 61 1 91/[ 91 16 I LL 91/E1 01 9111. I 11 1 1 9 1/ [91 Z/1 11 I 91/61 Old Z/1 1.1 91/1. 6 1 z/1 11 1 1 91 /L 8 1 Z1 1 911£1011 I Z1 I 1 91 /L 8 1 Z 1 93.0" O.C. 1 9/911 ZI1 L 8/S 11 01 8/9 11 Z/ ZL 9/911 [ 4/1 8 8/S 11 1 to 1 8/1 01 1 9/9 11 11 11 1 8/9 11 1 1 11 1 W 1 91/£81 8/9 11 1 9 3/18 10 1/8 WE 61 • I 11. I LL 8/9 11 1 I 1L 1 1 8/1 9 1 z11 11 1 8/9 11 1 1 Z11 11 m Z/1 11 1 1 9/19 1 1 Z1 1 1 9/1 01 Z 1 m ZL 98.0" O.C. �z 1 I Z 111 I Z1 1 L—ZL 1 Z/1 Z1 4!L 8 1 rn 1 11 1 11 1 1 Z/1 01 1 11 I 1 8/6 6 1 91/£ 6 1 1 z1 I Z/L 01 91/£ 6 1 91/£ 8 1 91/[ 1 11 I LL Z/1 01 rk 6 1 1 L1 I 1 /L 8 1 1 z/l 11 Z/1 06 I 1 Z/1 11 I l /L 9 I 1 z/1. 11 1 91/1 el 1 Z1 1 1 Z/1 01 1 I Z1 I 911[1 1 z1 I • • • • • • • • • • • • • • • • • • • • NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) MAX. 81/2° FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. Ansel er FX Meador Dam: Mae 4/4/D7 laodabne Limon* Dos GetlaYar Date: FK: 7/14/03 NEW SHEET WO TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1820 NOKOMIS, FL 34274 PGT Visibly Better DIM. L PYK701 I NTS -- "X" DIM. ANCHORAGE, WOOD SUBSTRATE 7- ALUMINUM PICTURE WINDOW, IMPACT scree mdaor°. lip 11 d 12 4259-3 B ANCHOR TYPES: 1. #12 STEEL SCREW (05) 2. #14 STEEL SCREW (05) 3. 1/4° ELCO TAPCON 4.1/4" ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON PRODUCT RENEWED an eamplying with the Florida Rtding Code re _ Expiration Date 2.I l Nand Dade ldtp Confra Waken Robed L Clark, PE PE /39712 Sbuctunt TABLE 4. CHI ON-CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: 0 WINDOW "Y" DIMENSION 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.1/4" ELCO TAPCON 4 114" ELCO SS4 CRETEFLEX 5.5/16' ELCO TAPCON " 46.5" 48.0° 3 5 2 5. 3. 4. 5. 3. 4. 5. X Y XYXYX XYX XYXYXYX XYXYXYXYXYXYXYXYXYXYXYXYXY 1 ] 81£21. Z/1. 1 9/£ Z1. 01 ] 8/£21. 1 2/1 . 9 Lam z1. 1 zn z1. I 4/1. 6 411. 9 1 we Z1. 411.3 1 411. 6 CD 1 81£ZL co 1 4!1. 6 I LL1 I8/£z1 1.1 1 8/£ Z L L1. 191 /LLI 91.1E 8 B/£ 91.1£ 6 9/£ 91./£6 I7 7/16 7 8/9 Z1. 1.1. 81£Z1. 1.L 91./L 1 1 1 8!£ Z1 I Z/1. 11. 1 7 7/16 WI :TA 8/£Z1. Z1 8/E Z1. Z1. 1 1 1 9/901 Z/1. L 1 8/901 01. ] 9/901. Z/1. 9 19/901. 12 1/2 1 18/901. 411. 9 8/901. P113 Z/1. 8 co 8/901. 0 8 _I. 1 8/901 11 I 8/9 01 LL z/1 8 1 91./£6 8/9 01. I 91/9 6I 8/9 01. I 91/£ 61 8/1 L I 411. 8 8/9 01. I 11. 1 B/9 01 1 L1. I 9/1. L 1 919 9 8/9 01. 1 2/1.1.1 8/901. 811. 1. 1 411. L 8/9 01. 1 Z1. 919 01. 1 1 1. 1 Z1. 1 Z/1. L J Z1 O1. 1 8/9 6 1 Z/1. 9 I z1. 12 1/2 1 I 8/9 6 1 4/1. 9 I ZL 41 8 I 9/9 6 I ZL I 1.1_ I Z1. L_ 1.11 I ZL LL 1 91.1E Z 1 1 91./£ 6] Z 1. 1 911£ 6 I 8/2 9 I H 8/9 6 1 1.L I ZL I 1.1. I 9/1. 9 I 8/9 8 9/9 6 I Z/1.1 Z1. I Z/1. 1.1 8/1. 9 1 411. L 8/9 6 1 Z1. Z1. I z1. I 14/£01. 1 ZI1. L 1 41£01. 01. 14/£ 01. 1 Z/1. 9 141E 01. Z/1 . 1 91/91 B I 411. 9 41E 01. 4 /1. 8 1 91191 8 14/£01 I91./1.1 I 11 1 4/E01. I 11. I4/£O1. LL 1 91/11 1 91./£ 6 14/£ 01.1 L 91.1£ 6 1 4/£ 01 I 91.1£ 6 1 8 11/16 4/1 8 4/£011 L1. I we 01 1 1.1. 91.11.1. 9 1 9/9 8 . 7W - 07. 7/T. we at 1 Z/1. 1.1. 91111 9 1 411. L we 01. Z1 we 01. z1 1 J 91161, 1.1. 1 zn2 11 13/161 1 01. 1 8!1. 6 1 Z/1. 9 191.1£1. 1.L 1 Z/1 ZL 6 7/16 1 1 411. 9 191./£1. L1. 4/1 9 871161 181./£1. 11.' 1 91./1. 8 I 1.1. 1 911£ 1 11. 1 1.1. 1911£1. 1.1. I }1] I 819 L. 191./£61 8/1. 8 1 91.19 61 91./£1. 1.L 91.1£ 6 1 91/6 9 I 411 8 1 8/1. 6 1 11. I 91.191. 1.1.1 1.L I 91/6 9 I 919 81 8/1. 6 1 Z!1. 11 91.1£1 111 9116 9 411 L 1 9/1. 6 1 ZL 911£1 41.1 Z1. PRODUCT ity..Rti4••Mil **complying with lin B1ndd" Bolding Code Acceplance m s D 214 141901. ] 311. L 10 3/4 1 ] 01. 4 I Z/1. 9 ] 41£ 01. 12 1/2 I 4!1. 6 4/1. 9 4/£01. 4/1. 8 91.11. 8 4/£ 01, 9111.9 1 1.L 1 4/£ 011 L1. 1 4/£01. 11. 91/£ 91.19 8 1 we 01. 1 91.1E 6 1 we 01. 1 91/£ 6 I Z/1. 9 I 411 411. 6 1 11. I 4/£ o1I 1.1 I Z/1. 9 I 8/9 8 4/I 6 1 11 1 4!£ 11. Z/L 9 1 4/1 L 1 4/1 6 1 Z1. 1 we 01. 1 Z1. 19111.4 1.1. ] ZI1. L 191/1111 ] o1. ] 01. 1 Z/1. 9 191./1.1. 1.1. I ZI1 ZL I we 8 1 4/1 9 191.111. 11. 1 4/1. 8 I we 8 191!11. 141 1 91.1£1. L I L1. 1 191.11.1. 1.1 I L1. I 191/11 11. Li, I 1, 91.1E 6 1 01. I 9L/E6I 91 . 11 . 1 . 1 . 1 .1 91.1£ 6 I 8/£ 9 1 4 /1.B 1 01 I 1.1. 91.11.1. 1.I.1 1.1. 8/E 9 1 8/9 8 1 41£ 8 1 Z/1. 11. 1 91.11.1. 1.1.1 B/L 9 I L I we 9 I Z1. 1 91111 1.1.1 Z1. I By�, • I r I 4N� ,A �u9�tl �•n DITW`m 12 5/8 1 J 211. L 12 5/8 1 1 01. 91.11. 6 ] Z/1. 9 ] 9/921. Z/1 Z1, 8 7/16 1 4/1. 8 8/9 Z1. 4/1. 8 91./L 8 1 8/9 Z1. 91./8 L 1.L 191./£1 011 it 8/9 Z1. 11. 9/1. 9 1 91.1£ 6 91./91. 01 911E 6 12 5/8 91.1£ 6 1 91/991 4/1, 8 1 91.11. 6 I 11. I 12 5/8 11 I 91./9 9 1 8/9 9 I 91.11. 6 1 Z/1. LL 1 8/9 z1 1 Z!1. 1.1. I 91/91 9 1 4/1. 1 8 7/16 Z1. 1 12 5/8 ZL 1 819 1.1 I ZI1. L 8/9 1.1. 01 8/1 04 1 Z!1. 9 1 8/9 L 1. 1 V1. co 1 4!1. B 1 4/1. 8 8/1. 8 w 1815 LL w [8/E L 1.L 1819 11 1 LL 1 8/9 11 11. 4/£ 9 1 91./£ 8 1 8/1. 01 1 91./£61 1 819 LL 1 1 91/£ 6 1 1 411. 9 I F/1 B 1 co 11 I 1 919 11. 1 11 I 91/£1. 9 1 8/9 8 1 co 211. 14. I 8/9 1 1 Z/1. L1. 1 91.161. 91 4!1. L 1 co ZL 1 B/9 1.1 1 Z1. 1 96.0' O.C. I ZL [ZI1. L z1. J o1. J 8/£ 6 I Z/1. 9 ] Z1. Z /1. Z1. 91./1.8 4/1. B I ZL 1 4/1. 8 191./1.8 W I z1 CD I91.111. I 1.1 1 1 Z/1 01 1 I 1.1 1 Z 1 I 1 I 1 Z/1. 9 1 1 911E 6 1 1 VI' 01. 1 1 WE 6 1 1 Z1. I 1 911E 6 I CO 1 4/1.81 8/£ 6 1 11. 1 z 1. 1 1.1. I 9/9 8 1 9111. 8 1 Z/1. 1.1. 1 Z1. 1 zit 1.11 819 4/1. L 1 91.11. 8 1 Z1. I Z1 1 Z1 I SS foal A. NOTES: 7 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: "Y„ MAX. ON- CENTER (O.C.) "X" AND DIMENSION FROM TABLE 4 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 8112' FROM CORNERS l� v, L Clark, P.E. PE U39712 SUu"Wmi 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR 1 "X" DIM. —� FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. Read er Dew Raestartv ANCHORAGE, CONCRETE SUBSTRATE Rosa* FK iiiiiiiiiMiii a F i Oda 414/07 X 7/14/03 ftwiskrafr B °"�"°' NEW SHEET °B ri CHNOLOO1 DRNE 1070 T ECH S, fL 3427 P �T ,,mc ALUMINUM PICTURE WINDOW, IMPACT P.O. ivx 4529 NOKOMIS FL 34274 Visibly Better s°aysemt PW-701 a"ro. MIS 12 s 12 aerpw. 4259 -3 xe" B • • •• • • • • • • MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller 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 "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. I§P(TT �i; oQybf, tus entire NOA shall be provided to the user by the manufacturer or its • diStjibutirs i 4t1a310e Ivaiiable for inspection at the job site at the request of the Building Official. ?t?is N ®A rdlIses'NOANgb6- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. • • • ha �ubmitt d ocx n was reviewed by Manuel Perez, P.E. • • • • • • • • • • • • • • • • • • • • • • • o��ic�'Ga • • ••• ••• NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • Page 1 • • • • • • ••• • • • • • • • • • • • • • • •• •• ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildinacode 4 PGT Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18 /2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 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, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) ••• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • . • • • • • • • • • • • • • • • .• • • • • • • • • ••• • • • • • • • • • • • • • • • •• ••• • • • • ••• • • • . ••• • • • • • • • • ••• • • • • • • • • • •• •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 Manuel Per Product Control TIT" NOA No 07 -0109 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. 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. 2. 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# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. •• ••• • • • . • •• • • • • • • • • • •• • . . .. • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • . • ••• • • • • • • • • • • • • • •• • ••• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • •• •• • • •• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • • • • • • • • •• • • • • • • • •• • • •••• • • • •• • • • • • • • • • • •••• • • • • • • ••• ••• • • •••• • • • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW • 1 • • 1!GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) • • • A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • B. 516° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 118° HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE • • MAXIMUM PVB INTERLAYER ••i ••• 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. •I • •11 • • • • • • • • • • • • • D. 7118° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/16° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16° LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16' OR 3/8° AIR SPACE AND 5/18" 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 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (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 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16' OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 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° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13116" LAMI 10: (1) LITE OF 1/8° OR 3/16" 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) LITES OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% 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 A8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURD EIyS'. SCw,Ng4NC .//D/NG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Rent er flea: aaasam: F K 4/15/07 C Revs., Dab: Re°sbrn F.K. 10/17/06 B Reradar Den Reams: F.K. 5/13/06 A Oran Br Dee: aramm5 F.K. 2/28/06 J.J. ADD FTL -5330 TO NOTES 78 CHG. NOTE 8 TO CURRENT EDIT. CHANGE TO ASTM E 1300-02 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 8 NOTE 8. . 3/23/06 I 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 20X 1529 N090'0S, FL 34274 Visibly Better GENERAL NOTES" w ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sermsakear Sat. s a HR710 NTS 1 e 11 wa°.aRe. 4127 -10 C 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 tkeoptying with the Florida te. Code Au.: ,cnca No 0 Ezpirxion Dote /AP 4',. By Di on Robert L. Clark, F.E. PE 939712 Structural • • • •••••• • • • •• • • • • • • • • •• • • •••• • • • •• • • • • • •• • • • •••• • • • • • • ••• •• • • •• • •• • , • • • • • • • • • •• • • • •••• • • •9•• • • •• • • • • • Rego er Cale.: Re. F.K. 4/15/07 C Render: Dab: Ra"Wae: F.IC 10/17/06 B 40.9. mb: Raamae: F.K. 5/13/06 A Dreg" BY Date: GMk°d F.K. 2/28/06 J.J. 1/2' NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/16° OR 3/8° AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAM, IG DETAILS Deb 3/23/06 070 TECI04OLOGY DRIVE 5000150, FL 34275 P.O. 30X 1529 5000150. FL 34274 PGT Visibly Better 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16" LAMINATED GLASS HR710 1/2° NOM. GLASS BITE 1/2° NOM. GLASS BITE 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16° OR 1/4° AIR SPACE 1/8" or 3/16° ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Full 2 M 11 4127 -10 G ] EXTERIOR INTERIOR (ALL SECTIONS) C PRODUCT REVISED as complying with the Florida Bci!d:ng Cedo Accep::aca No 0 8 .0 Expiration Date BY D' on ado Produ • • TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WI=NDOW • WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" • • 6 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 •• 96" •• A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 u 86 318" 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 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 Ap TO 111" C, I +60.0 -60.0 • UPTO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" • TO 86 7116" A G,H,I +60.0 -60.0 TO 86 7116" 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 3/8" 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 t '7a7SED a i:. ; `; ` c with the Florida AcccpSawci\ o&IS.o 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 Ex•inaton Untc! Ead4r GLASS TYPES: TEST REPORT FTL -4858 VOX), FTL -4859 (OX& XO) AND FTL -5330 By .i! Di ion A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1 /8 "A) H. 13/16" LAMI IG -1 /8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) I. 13/16" LAMI 10-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAM! - (1 /8 "HS, .090,1 /8 "HS) J. 13/16" LAMI 10-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI I0 -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3116"HS) L. 13/16" LAMI IG -1 /8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16 "HS, .090, 3/16 "HS) Q . 6 a7 a Robert L. Clark, P.E. PE 639712 Structural Rand Br F.K. Valet: 4/15/07 Revl4mq C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300-02 DPs Ce+m44�: DESIGN PRESSURES i .. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT RF.s(ey F.K. bale. 10/17/05 w. A..,. B REVISE DP TABLES TO ASTM E 1300-02 1 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. ROX 1529 NOKOMIS, FL 34274 Rowdily F.K. Ma 5/13108 Re* A ADD AIR SPACE DIMENSION GLASS TYPES G TNRU L. rnam" F.K. ae": 2/28106 gy J.J. 3123/06 I Visibly Better a' HR710 s� NTS area 3 m 11 u..eww_ 4127 - 10 Qef C •••• • • • • •••• • • • • • • • • • • • • • •• • • • • • • • • • •• • • •• •• • • • • • • •• • • • • •• •• • • • • • • ••• • • • •••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • •••• •• • • • ••• •••• • • • • • • •• • • • • • •• • ••• •••• • • • • • •• •. • • • • • •• •• • •• • • s •• •• • • • • Mil • ••• • ••• • ••• • •• • •• • 27 3/8° MAX. DLO --°- VENT 57 3/8° MAX DLO ALL FIXED LITES 54 5/16" MAX. DLO FIXED 111° MAX WIDTH FLANGE FRAME Cer 0 110° MAX WIDTH I.F. FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16° MAX 33 9/16° MAX DLO FIXED _ DLO VENT C 73° MAX. WIDTH I.F. FRAME 74' MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 56° MAX DLO ALL VENTS 62° MAX I.F. FRAME ALL CONFIG. 63° MAX FLANGE FRAME ALL CONFIG. IQ 27 3/8° MAX. DLO VENT 27 3/8 MAX. DLO FIXED 85 7/16° MAX. WIDTH I.F. FRAME Q 86 7/16° 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) Q D D 1 � ' 'TIEVISED vath the Florida : • :+:ce No 070: s o9 Es: ,.Luen Date ?1312 By Mien !ado ` . -.u Cattro, amsder F.K. Row+ Bt F.K. R°rMey F.K. A°°., ar F.K. Dem 4/15/07 aver 10/17106 Atm. 513106 �8/O6 RB C Revtegna Rev6bna tiedntley J.J. ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROMSHT. 6. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, M. 34275 P.O. SOX 1529 NOKOMIS, FL 34274 P ST Visibly Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Seletltelote HR710 NTS Mme 4 of 11 Oraabg 4127-10 rt L. Clark, P.E. PE 639712 Structural • • • • • • • • • • • • • • • • • •••• • • • • •• • • • • •• • • • • • •• •••• • • • • •• • • • ••• • • • • • •• •• • • • • • • •• • • •• • • • •••• ••• • ••• 4• • • 1 ••• •• • • • MAX. HEIGHT FLANGE FRAME SECTION C-C (VERTICAL SECTION, FLANGE FRAME) 4/15/07 Rwai67 FK H fey. F.K Rerseer casoner F.X. F 2/28/06 10/17/06 am: 5/13/06 Revd s Revisions: Revhbna A checLed By. J.J. EXTERIOR INTERIOR ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/23/06 INTERIOR EXTERIOR MAX. FIXED DLO — �I SILL 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 MAX. FIXED DLO --►I MAX. WIDTH (FLANGE FRAM% SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) INTERIOR MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) PGT Visibly Berner MAX. VENT DLO HEAD (VERTICAL SECTION, I.F. FRAME) A, (VERTICAL SECTION, I.F. FRAME)© Desavlon SECTIONS rme ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s„lsamm HR710 Half Sheet 5 a 11 4127 -10 Run C MAX. VENT DLO Pn,ODI r REVISED ez rer, -�l; 4.6 with the Florida C.i. ade p � Acc .:.,,r<: No 07 -0 els, - l lateen DOtc 2 f _ 8/ Robert L. Clark, P.E. PE 039712 Structural TTY DW(YI REV DESCRIPTION MAIL PGIYI TFFM DWG# REV( DESCRIPTION 1 MATL 1 PCB I 1 • 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 66 GLASS 13/16" LAMI IG•1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (I /8 "A, .090 PVB, 1/8 "A) 13/16" LAME IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB,1 /8 "EIS) 2 • 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 67 " 4 3 • #8 X 3/4 PH. PAN HEAD 7834AA 68 " 13/16" IAMI IG•1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 4 •• • 4053 SASH STOP COVER (SA SH STOP) 6063 -T5 AL 69 13/16" LAME IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (I /8 "A, .090 PVB, 1/8"A) 9 * • 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 70 13 /16 " LAMI IG- 3/16 "A, /16" AIR SPACE, 5 /16 " LAMI (I /8 "A,.090 PVB, I /8 "HS) • i 3 • 4137 SILL ADAPTOR 6063 -T6 AL 64137 71 " 13/16" LAMI IG•3 /16 "A, 5/16" AIR SPACE, 5/16" LAM! (1 /8 "HS, .090 PVB,1 /8 "HS) • $ 4131 ROLLER TRACK 6063 -T6 AL 64131 72 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 1� • 71298 WEEP HOLE COVER POLYPROP. 71298 73 " 13/16" LAME IG-1/8"A, 1/4" AIR SPACE, 7/16" LAM1 (3/16"A, .090 PVB, 3/16" HS) • 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) • 1.3• 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 75 " 13 /16 " LAMI IG- 3/16 "A,3 /16" AIR SPACE, 7 /16" LAMI (3 /16 "A,.090PVB,3 /16 "A) • ?4 • 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 76 " 13 /16 " LAMI IG- 3/16 "A,3 /16 " AIR SPACE, 7 /16 "LAMI(3 /16 "A, .090 PVB, 3/16"HS) 1155 #8 X 1.000 QUAD PN. SMS 781 PQA 77 " 13/16" LAME IG-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16"HS, .090 PVB, 3 /16 "HS) • P5 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 90 1014 SCREEN FRAME (HOR & VER) 3105 -H14 AL t 16•` 17 4054 B FDCED MEETING RAIL 6063RD -T6 AL 64054A 91 1630 SCREEN CORNER KEY W/RINCS POLYPROP. 4066 WSTP.,.187 X .230, FIN SEAL 640660 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 19 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 21 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 22 225 -1 ROLLER HOUSING & GUIDE 42112111) 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 23 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 96 SCRIM CLOTH 24 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 29 32 4006 1235 D SASH MEETING RAIL WSTP,.170X270 BACK, FIN SEAL 6063HS -T6 AL 64006 67S16G 2.824 2.710 33 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 W STP.,.250X 270 BACK, FIN SEAL 61683G 7070 BULB WEATHERSTRIP .187 X .275 67070K 39 40 LIFT RAIL COVER CAP 74078 "C" L OR R 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 Q O Q 41 I.F. FRAME HEAD 42 4140 4141 I.F. FRAME SILL 1.F. FRAME JAMB 6063 -T6 AL 6063 -T6 AL 64140 64141 PRODUCT REVISED uttlm FloriOa B 11 ° Acceptance No O — ri Q 114139, 6083 43 Q II 1 50 GLAZING SILICONE DOW 899, 995 OR EQUIVA LENT 51 1224 VINYL GLAZINGBFAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 2784 53 4039 B GLAZINGBEAD - 5/16" 6063 -TS AL 64039E 54 4044 B GLAZING BEAD - 5/16" W /GRILLKIT 6063 - T5 AL 644703 .062 rixp t°u °n Dam - 11 ' - 4222 A BEAD - 7/16" 6063 -T5 AL 64222 3.152 sy . ✓/L' . ,. /_ - 55 56 985 C ,GLAZING GLAZING BEAD - 7/16" W /GRILL KIT 6063-T5 AL 6985 • 59 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 I.F. FRAME JAMB 60 GLASS, 5/16' LAMI (1 /8" A, PVB, 1/8" A) " .090 5/16" IAMI (1/8" A, .090 PVB, 1/8" HS) 43 © #4141, 608346 �° V / L. Clark P.E. PE93971 61 62 " 5/16" LAMI (1 /8" HS, .090 PVB, 1/8" HS) 63 7/16" LAMI (3/16" A, PVB, 3/16" A) " .090 7/16" LAME (3/16" A, .090 PVB, 3/16" HS) �— 2.710 FRAME SILL 64 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 42 Q .F. #4140, 8083 Te Read FI X 4 C ADD ITEMS 41, 42& 43 aR rs LIST *�' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Re,speY F.K We: 10/17/06 Revision, 6 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKO MIS FL 34275 . P.O. Box 1529 NOKOMI3 .0L34274 F.K. Rem SPACE DIMENSIONS ITEMS 66 THRU 77. 5/13/06 oar 2/26108 A domed J.J. ADD no 3!23/06 I 1 Visibly Better s HR710 e NTS t 6 e' 11 _ aeop0. 1 G, 4127 -10 Weer Br F.K • • • • • .• • • •••• • • • • • • • • • • •• • • • • • • • • • •• •• • ••• • • • • • • •••• • • • • •• •• • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • •• . • • • •• • • • • •• • • • • • •• •••• • • • • •• • • • ••• •• • • •• • • • • • • • • •• •• • •• • ••• • • • • • • • • •• • • • • • • ••• •• • ••• •• • • ••• ••• •• • • O FLANGE FRAME HEAD #4102A, 6063-T6 .490 j1 11 ]F1 .45,1 O SASH STOP #4025, 6063-T5 .062 f L 1.349+1 0 SASH TOP & BOTTOM RAIL #4133, 6083-T5 .678 .050 1.096 O GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) .46 O HORIZ. ROLLER TRACK #4131, 6063-T6 2279 6 FLANGE FRAME SILL #4136, 6063-T6 1 . 062 1. .081 .06 1.187 B78 1.096 55 GLAZING BEAD 7/16" #4222A, 6063-T5 52 1.187 f+- .062 3 FRAME SILL ADAPTER #4137, 6063 -T6 1.081 � 32 SASH MTG. RAIL 37 SASH SIDE RAIL #4008D, 6063HS T6 #4126,6063 -T5 17 FIXED MEETING RAIL #4054B, 6083HD-T6 .678 1.096 53 GLAZING BEAD, 5/16" #40398,6083 -T5 .050 -. .678 .683 I 1.115 1 -i J - I- 4 -1.097 56 GLAZING BEAD, 7/16" GLAZING BEAD, 13/16" #9850,6063 T5 59 #4067,6063 -T5 (USED W/ GRILL KIT) b1.513- 1 x.040 1.443 O SASH STOP COVER #4053,6063 -T5 Imo` 2.784-1 .738 , 1 363 .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 PRODUCT REVISED as complying with the Harkin Building Cade Acceptance No 0 Expiration Data 1 aesear Ft so FIG Real By F.K. Drew ay F.K. owe 4/15/07 10/17/06 5/13/06 228A06 Bemoans: aeremwr 8 A Cheacecar J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE 11115 SHEET 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 SOX 1520 NOK014I5. FL 34274 PST Visibly Better besarlpfbc EXTRUSIONS ray ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a HR710 Half m 11 4127-10 V() / Robert L. Clark, P.E. PE 539712 Structural ANCHOR QUANTITIES, XOX (114112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) • • • • ANCAOR TYPE' & S(OSTRATE 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 • • • StAIlbOW SIZE 1 W H HEAD & SILL vi R HEAD & SILL a, to ' HEAD & SILL a co '' HEAD & SILL ¢ co g HEAD & SILL a m c HEAD & SILL a w 2. GLASS TYPES: ( A 5/16" LAMI - (1/8 A,.090, 1/8" A) a B. 5/16 LAMI - (1/8" A,.090,1/8" HS) 44,, x 38.375 r �+i� •• 48.000 • 50.625 • • 54.000 • • • 60.000 • • • 63.000 1+C2+1+C2+1 1 +2 +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 D. 7/16'LAMI -(3/ HS.080,3 3/16' A) D. 7/16' LAMI - (3/16 .0,.090, 3116 A) 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 +(2 +1 3 1 +C2 +1 +C2 +1 3 E. 7/16 ° LAMI- (3/18'A,.090,3/16° HS) 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 +C2 +1 3 1 +C2 +1 +02 +1 3 "16 8' O.(190R 3// 186" " A G G. . 1 13/1 3/16 L LAMI AMI 1 I0G -1/8 O A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118 A,.090, 1I8° A) 1 +C2 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +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, 5/16" OR 3/8° SPACE, 5/16° LAMI - (1/8" A,.090, 1 /8 HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02+1+C2+1 I. 13/16 LAMI 10 - 1/8 OR 3/16 A, 5/16 OR 3/8 SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8 HS) 3 J. 13/16 LAMI IG - 1/8° OR 3/16 A, 3/16° OR 1/4' SPACE, 7/16° LAMI - (3/16 3/16 A) 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 +C2 +1 +C2+1 3 1 +C3 +1 +C3+1 3 K. 13/16 LAMI 10 - 1/8" OR 3/16" A, 3/16 OR 1/4° SPACE, 7/16° LAMI - (3/16 A,.090, 3/16° HS) � ggggg x 88 • 8 1 +(2+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 +02 +1 2 1 +02 +2+02 +1 L. 13/16" LAMI IG -1/8° OR 3/18" A, 3/16' OR 1/4° SPACE, 7/16° LAMI - (3/16° HS,.090, 3/16" HS) 2 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 +02+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +2 +02 +1 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 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +2 +02 +1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. " 1 +02 +1 +02 +1 3 1 +C2 +1+C2 +1 3 1+C2+1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +03 +2 +03+1 3 25 314 MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 2212 MAX. O.C. 1 +C2 +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 +03 +2 +03+1 3 TABLE KEY: 74.000x 3&375 48.000 50.825 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +02+1 +C2 +1 2 1+C2+2+C2 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +2 +C2 +1 2 1 +C2 +2 +02 +1 X O X 2 1 +C2 +2 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 I1 +03 +4 +03 +11 3 If- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +2+02 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +C2+2+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +C3+2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02 +2 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +02 +2 +C2+1 3 1 +02 +2 +02 +1 3 1 +03+2 +03 +1 3 ANCHOR AT EACH OPERABLE VENT 1 +C2 +2+02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+2 +03+1 3 1 +03+2 +C3+1 3 1 +C2 +2 +(2 +1 3 1 +C3 +2 +C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. 84.000 x 38.375 48.000 50.625 54.000 50.000 63.000 1 +C2 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +C2 +3+02 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +C3+3+C3+1 3 (3° MIN. O.C. ANCHOR SPACING) 1 +02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+3 +03+1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +C4 +3+04 +1 3 1 25 3/4 max. -- 1-...--3 MIN. 1 +02 +2 +02 +1 3 1+02+2 +(2+1 3 1 +03+2 +03 +1 3 1 +03+2 +03+1 3 1 +C2 +2+(2 +1 3 1+04 +3+0,4 +1 3 e n ,, tx: +' u; c. •a :: • c: ia: Ow Florida L`„ _' �•}.._ rue -; +m' ..No o .:„ P"p Ef O DIM F ' By i .1 ,. '. 1 " . reds • ..... ,orr7 i"•.., Of t 1 ka- X 9 4 I - 5 - 1 O 4 - I — X 1 +02+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1+02 +2 +C2 +1 3 1 +04 +3+04 +1 9 REF. 3 gggggg A g88 x s 1 +02 +2 +02 +1 2 1 +C2 +2+02 +1 2 1 +02+3 +02 +1 2 1+02 +3+02 +1 2 1 +02 +3 +C2 +1 2 1 +C2 +4 +(2 +1 2 - f __ \ 1 +02 +3+02 +1 3 1 +C2 +2 +02 +1 3 1 +03+3 +03+1 3 1 +03+3 +03+1 3 1 +02 +3+02 +1 3 1 +03 +4 +03 +1 3 MTG. RAIL, TYP. 1 +C2 +3 +02 +1 3 1 +02 +2 +C2 +1 3 1 +03+3+03+1 3 1 +C3 +3+03 +1 3 1 +03 +3+03 +1 3 1 +C3 +4 +C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +03+3 +03+1 3 1 +C2 +2 +02+1 3 1 +C3 +3+03+1 3 1 +C3 +3+03 +1 3 1 +C3 +3+03+1 3 1 +04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +C3 +3+03+1 3 1 +C2 +2+02 +1 3 1+04+3+04+1 3 1 +04 +3+04 +1 4 1 +C3 +3+03+1 3 1+04+4+04+1 3 1 +03+3 +C3 +1 3 1 +C2 +2 +02 +1 3 1+C4+3+C4 +1 3 1 +04+3+04 +1 4 1 +04 +3+04 +1 3 1 +C5+4+C5+1 3 25 3/4" MAX. 111.000x 38.375 48.000 50.825 54.000 60.000 63.000 1 +02 +3+02 +1 2 1 +02+2 +02 +1 2 1 +02+3 +02+1 2 1 +02 +3 +02+1 3 1 +02 +3+02 +1 2 1 +02+4 +02+1 2 -� •" 12°TYP. I-.--3 MIN. 1 +02+3 +02 +1 3 1 +02 +2 +C2 +1 3 1+03+3+03+1 3 1 +03+3+03+1 3 1 +02 +3+02 +1 3 1 +03 +4 +03+1 +4 ++1 3 t i +-- t- - 't --4- -- 1444 9 REF. - -1---, Robed L. Clerk, P.E. PE 039712 ssuctwal 1 +02 +3+02 +1 3 1 +02 +2 +02 +1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1 +03+3 +03+1 3 1 +03 +4 +02+1 3 O i X X 1 +03+3+03+1 3 1 +02+2 +02 +1 3 1 +02+3 +03 +1 3 1 +03 +3 +03+1 3 1 +03+3+03+1 3 1 +04 +4 +04+1 3 \ 1 +03+3 +C3 +1 3 1 +C2 +2 +02 +1 3 1 +04 +3 +04 +1 3 1 +04+3 +C4 +1 4 1 +03 +3+03+1 3 1 +04 +4 +04 +1 3 MTG. RAIL,TYP. 1 +03+3 +03+1 3 1 +C2 +2 +C2 +1 3 1 +01+3+04 +1 3 1 +04 +3+04 +1 4 1 +04 +3 +C4 +1 3 1 +C5+4 +C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rena 5 PK a r5ro7 C UPDATE TABLE 4 , SELECT VALUES DUE TO ANCHOR CAP. AW P ..�. ANCHORAGE SPACING,XOX(1 /4- 1/2 -1/4) rm ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Re adch PK best 90/17/06 wmm: Re B REVISE ANCHORAGE FORMAT HEAD 6 SILL CLUSTERS 1000 TKOMI$ FL 34 L 34 275 DRIVE NOKCMIS, Cab: A ADD SPACE DIMENSIONS GLASS TYPES 0 THRU L. P.O. BOX 1529 F.K. b� ie F.K. C 5/13/06 Data 226106 p, J.J. saw 3/23/06 I NOKOMIS, FL 34274 Visibly Better s° 0"'r HR710 smsr NTS sm 8 m 11 b a 1 np N° 4127 -10 ""' C •••• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • •• •• • • • • •••• • • • • •• • • • • ••• • • • • • • • • • •• • • • • • • •••• elttIOR QUANTITIES, XOX (113 -1/3 -113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) , • ANCI9R TYPES s8 SUBSTRATE • 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, :::ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES • W WpOW SIZE • NL .. ., H HEAD & SILL 2 HEAD & SILL 1 2 HEAD 8 SILL 5 , 2 HEAD 8 SILL 5 , 2 HEAD & SILL -, 2 HEAD 8 SILL =3 2. GLASS TYPES: 2 A. 5/16 LAMI - (1/8° A,.090, 1/8° A) 5 , B. 5/16° LAMI - (1/8° A,.090,1/8 HS) 1 ''.."..'.' nssgsa x • • • w• • • • 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 C. 5/16' LAMI - (1/8° HS,.090, /8° HS) ° A 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 D. 7/16' LAMI- (3116 .090,3/16° A) E. 7/16" LAMI - (3/16° A,.090, 3/16 HS) 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F. 7/16 LAMI - (3/16° HS,.090, 3/16" HS) 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 G. 13/16" LAMI IG - 1/8" OR 3/16 A, 5/16' OR 3/8° SPACE, 5/16 LAMI - (1/8 A,.090, 1/8 A) 1 +C2 +1+C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 H. 13/16 LAMI IG - 1/8" OR 3/16" A, 5/16 OR 3/8" SPACE, 5/16" LAMI - (1/8 A,.090, 1/8° HS) I. 13/16° LAMI 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 IG - 1/8 OR 3/16 A, 5/16° OR 3/8" SPACE, 5/16° LAMI - (1/8 HS,.090, 1/8° HS) 3 J. 13/16 LAMI IG -1/8 OR 3/16° A, 3/16 OR 1/4" SPACE, 7/16° LAMI - (3(16 A,.090, 3/16 A) ■ 5371* x 38.375 • 48.000 50.825 54.000 80.000 83.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 K. 13/16 LAMI IG -1 /8° OR 3/16" A, 3/16 OR 1/4° SPACE, 7/16° LAMI - (3/16" A,.090, 3/16 HS) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 L. 13/16 LAMI IG - 1/8° OR 3/18° A, 3/16° OR 114° SPACE, 7/16 LAMI - (3/16° HS,.090, 3/16° HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +q+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 HEAD & SILL: 10 1/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48.000 50.625 54.000 80.000 63.000 1 +C2 +1 +C2 +1 2 1 +02 +1+02 +1 2 1 +C2 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 25 3/4° MAX FROM CORNERS MAX JAMBS: 9 FROM CORNERS AND 221!2° MAX. O.C. 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 +02 +1 +02 +1 3 TABLE KEY: 1 +C2 +1+C2 +1 3 1 +C2 +1 +02 +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 X O X 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +q+1 3 11+03 +1 +03 +11 3 . ANCHOR QUANTITY PER JAMB 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C3+1+q +1 3 f HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +q +1 +q +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1+C2 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C3+1 +03 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +C3+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 I� 1 25 3/4 MAX. -1(+ --3° MIN. 4 .41 1 +C2 +1 +02 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +a +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +03+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +q +1 3 1+03+1+03+1+03+1 +1 ++1 3 1 +q+1 +03+1 3 1 +C3+1 +C3+1 3 3 REF. 9° 3 I - -� Pf.:InL'illI'REVISED e; cr•.:lct. u:; with die Florida Build i:i Cede y X 1 141 O L X _ 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +q +1 +03+1 3 1 +C3+1 +C3+1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3+1 3 -` 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C3+1 +03+1 3 1 +03 +1 +q +1 3 1 +C2 +1 +02 +1 3 1 +C3+1 +03+1 3 844.000 x 38.375 48 50.625 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 MTG. RAIL, 2 TYP.- CLUSTER W/ QTY. OF (3) ANCHORS 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +q +1 +03+1 3 1 +q +1 +C3+1 EXAMPLE 3 Accen:W,r7, No 0 o515.09 Fx.'ration Dais &EA 0(1 Li.: ..t. 7, .,. Dada Product • 3 (SHOWN IN TABLE KEY ABOVE) 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +03+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 4 1 +C3+1 +03+1 3 1 +q+1 +03+1 3 I 25 3/4 MAX. 1 +q +1 +q +1 3 1 +C2 +1 +C2 +1 3 1 +q+1 +q+1 3 1 +03+1 +q +1 4 1 +C3+1 +C3+1 3 1 +C4 +1 +C4 +1 4 (�- 1 1/2" TYP. -I I�-3° 88.437x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 +02 +1 2 1 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 2 1 +C2 +1 +C2 +1 2 ..t___ MIN. +-�� Robert L. Clark, P.E. PE 59 Structural 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 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 9° REF. X I O II X I 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +q +1 +q +1 3 T1 1+C2 +1 +C2 +1 3 1+02 +1 +02+1 3 1 +3+1+03+1 3 1+C3+1+03+1 3 1 +C2 +1 +02 +1 3 1+03+1+03+1 3 OF (4) ANCHORS 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3+1 ++1 3 1 +00 q q 3 1 ++1 +C3+1 4 1++1 +C3+1 q 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP. 1 +C3+1 +C3+1 3 1 +02 +1 +C2 +1 3 1 +C3+1 +q +1 3 1 +03+1 +03+1 4 1 +q +1 +03+1 3 1 +C4 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. Re°°Oar .K F.K. Oats 4/ 4/15/07 6o, ran: C UPDATE TABLE S, SELECT VALUES DUE TO ANCHOR CAP. ADJ. TECHNOLOGY DRNE NOKOMIS, FL 34275 P.C. BOX 1629 NOKOM S, FL 34274 Visibly Better ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) Re F.K. 10/17/06 R°.iafan' B 1070 REVISE ANCHORAGE FORMAT, HEAD &SILL CLUSTERS T ALUM HORIZONTAL ROLLER WINDOW, IMPACT /eWOar F.K. OWa 5/13/06 Rem A ADD SPACE DIMENSIONS GLASS TYPES G 7HRU L. D K 2/2810B rna er J.J. 3l23106 1 s. H _ NTS 9 et 11 4127-10 C • .• • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• •, • • ••• • • •••• • • • • •••• • • • • • • • • • • • • • • • • •• • • • • • •• • ••• • • •• • •• • • • ••• •• • • ••• • • • • • • • • • • • • •• •• • • • ANCHOR QUANTITIES, XO & OX WINDOWS • • • ANCHOR TYPES ▪ & 4JBSTRATE •••• ▪ WINDOW SIZE •i►• ° • X7.000 x 38.375 •••• 48.000 •••• 50.625 54.000 4 ••• 60.000 •• • 63.000 48.D00 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 80.000 63.000 Ran4By FK Revanty F.K. Rs.4sy FK Drew By F.K. Dew 4/15/07 t 10/17/06 Data 5/13/06 2128/06 GLASS TYPES A,B,G,H 2,3, WOOD ZONES Q L] _ al 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +03 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +03 +1 1 +C3 +1 2 +02 +2 2 +C2 +2 2 +03 +2 2 +C3 +2 2 +C3 +2 1 +C3 +1 2 +C2 +2 2 +03 +2 2 +C3 +2 2 +C3 +2 2 +03 +2 2 +C3 +2 R°arwrt a RIM. A cusses as J.J. U3 0] 2 2 2 3 3 3 3 1 +C2 +1 1 +02 +1 3 2 3 3 3 3 1 +03 +1 1 +C2 +1 3 2 3 3 1 +03 +1 1 +C3 +1 3 4 4 3 3 3 4 4 4 3 4 4 4 4 4 3 4 4 4 4 4 2, CONC ZONES O -r J _ Qs 1 +C2 +1 1 +C2 +1 1+02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +03+1 1 +03 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +03 +1 1 +03 +1 2 +02 +2 2 +02 +2 2 +C2 +2 2 +03 +2 1 +C3 +1 1 +03+1 to (13 2 5 , 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 1, CONC ZONES O Lu = co De 1 +C2 +1 1 +C2 +1 1 +C2 +.1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +03+1 1 +03+1 1 +C3 +1 1 +C4 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +02 +2 2 +03 +2 2 +03 +2 2 +C4 +2 2 +C4 +2 2 +C4 +2 1n 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 4 2,3, WOOD 2, CONC ZONES ZONES o _ 06 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +03 +1 1 +03 +1 1 +C3 +1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +03 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +03 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +03 +2 2 +C4 +2 CHG.TABLE# 706, & SELECT VALUES DUE TO ANCHOR CAP. ADJ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. DOS 323/06 GLASS TYPES C,D,E,F,I,J,K, L 3 1 +C2 +1 4 1 +02 +1 DJ LD 2 a 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 2 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 2 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 4 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 4 1 +C2 +1 4 1 +03 +1 4 1 +C3 +1 3 1 +C2 +1 4 1 +C2 +1 4 1 +C2 +1 4 1 +C2 +1 4 1 +C3 +1 4 1 +C3 +1 3 2 +C2 +2 4 2 +C2 +2 4 2 +C2 +2 4 2 +C3 +2 5 2 +C3 +2 5 2 +C3 +2 52 2 3 3 3 3 1 +C3 +1 1 +C2 +1 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 4 TABLE 6 1, CONC ZONES o _ 6 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +03+1 1 +C2 +1 1 +C3 +1 1 +03 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C3 +1 1 +03+1 1 +03 +1 1 +C3 +1 1 +04 +1 2 +C2 +2 2 +03 +2 2 +C3 +2 2 +C3 +2 2 +04 +2 2 +04 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +03 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +03 +2 2 +C4 +2 2 +C4 +2 2 +04 +2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS. FL 34274 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16° LAMI - (1/8° A,.090,1/8" A) B. 5/16° LAMI - (1/8" A,.090, 1/8° HS) C. 5/16' LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16° LAMI - (3/16 A,.090, 3/16° A) E. 7/16° LAMI - (3/16' A,.090, 3/16° HS) F. 7/16° LAMI - (3/16° HS,.090, 3/16° HS) G. 13/16° LAMI IG - 1/8° OR 3/16° A, 5/18° OR 3/8° SPACE, 5/16° LAMI H. 13/16° LAMI IG -1 /8° OR 3/16" A, 5/16° OR 3/8" SPACE, 5/16 LAMI I. 13/16° LAMI IG - 1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - J. 13/16° LAMI IG - 1/8° OR 3/16 A, 3/16° OR 1/4" SPACE, 7/16° LAMI - K. 13/16° LAMI IG - 1/8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - L. 13/16° LAMI IG - 1/8° OR 3/16" A. 3/16° OR 1/4" SPACE, 7/16° LAMI 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON TI-SE 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. 183/4° MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX O.C. TABLE KEY: O X OssotIlars 12+C3 +2 13 I- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 8 3/4° MAX MIN. 5- 0 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 3/4° MAX 1 1/2° TYP. MIN. 1 0 J. 9° REF. X MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS - (1/8° A,.090, 1/8' A) - (1/8° A,.090, 1/8° HS) (1/8° HS,.090, 1/8° HS) (3/16° A,.090, 3/16° A) (3/16° A,.090, 3/16" HS) - (3/16° HS,.090, 3/16° HS) PRODUCT ^r:. \lSED cor.Ip'.,.,.: it$ 113 Florida Building Cods 08 5• Acccptete: No . Expiration Date 2 W' Z/1 By Robert L. Clark, P.E. PE 039712 Structural to LL 2 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 5 ANCHORAGE SPACING, OX AND X0 WINDOWS BIGT ' ALUM. HORIZONTAL ROLLER WIN Na • • • • • • • • • • • • • • • • •••• • • • • • • • • • • •• •• • • • • • • • •• •• •••• • • • • • • •••• • • • • ••• • •• ••• • • • • • ••• • • • • • •••• • • •••• 1 • • • • • • • • A r MIN.8.4 KSI COIRETE • .1:$.100D • BUCK, AP •• • •• • • OONCRETE • • •ANCHOR, NOTE 1 WOOD ANCHOR, NOTE 2 H MIN. 3.4 KSI J CONCRETE A 1 /4° MAX -+ SHIM CONCRETE ANCHOR, NOTE 1 DETAIL A -.- 3/8° MIN. 2x WOOD BUCK, NOTE 3 DETAIL E DETAIL C 1 3/4° MIN. E.D. TYP. 2x WOOD BUCK NOTE 3 NOTE I /4° MAX SHIM WOOD ANCHOR, NOTE 2 •• • TYPICAL FLANGE FRAME HEAD SECTIONS 1/4° MAX. SHIM ° • NOT • 1 3/4° MIN. E.D. TYP. A CONCRETE ANCHOR, NOTE 1 DETAIL B 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A 2x WOOD BucK, DETAIL D NOTE 3 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114° ELCO A TAPCONS EMBEDED 1 3/8° MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114° SS4 CRETE -FLEX WITH A #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. l x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 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 1 1/4° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT (1.5 KSI CMU) OR PER NOTE 1 A (3.4 KSI CONCRETE) 13/4° EXTERIOR INTERIOR • MIN. E.D (1-1E. & SILL DETAILS TYP. 4 7 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 SEE NAILING 1 3/8° MIN. A 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) A TYPICAL INTEGRAL FIN FRAME SECTIONS c .... Florida E;; �ratica D Hy &wader F.K. ae adar FJ( ae.adar F.K. Drees By F.K. Dam 4/15/07 Deb: 10/17/06 Dais 5/13/06 Dan 228/06 TYPICAL FLANGE FRAME SILL SECTIONS REVISE NOTES & 2 REGARDING TRIMFIT HD. & EMBEDMENT. ADD LF. FRAME CHG. NOTE 5 TO FBC, CURRENT EDITION• &realm R area A medal ar J.J. REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. &)X1529 NOKOMIS, FL 34274 PST Visibly Better ANCHORAGE DETAILS reks ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a HR710 Half 11 0 11 4127 -10 te Robert L. Clark, P E PE 539712 Structural