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WS-11-1132Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161250 Scheduled Inspection Date: August 18, 2011 Inspector: Bruhn, Norman Owner: KIMBERLY KRAUSE, JACK EFROMSON Job Address: 290 NE 100 Street Miami Shores, FL Project <NONE> Contractor: HOME OWNER Permit Number: WS -6 -11 -1132 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134440 Building Department Comments REPLACE 4 WINDOWS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 17, 2011 For Inspections please call: (305)762 -4949 Page 13 of 46 i 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 290 NE 100 Street Miami Shores, FL 1132060134440 Block: Lot: JACK EFROMSON KIMBERLY K Owner Information Address Phone CeII JACK EFROMSON KIMBERLY KRAUSE 290 NE 100 Street MIAMI SHORES FL 33138- 290 NE 100 Street MIAMI SHORES FL 33138- Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total Sq Feet: $ 2,350.00 0 Type of Work: REPALCE 4 WINDOWS No of Openings: 4 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.10 $2.10 $0.60 $140.00 $9.00 $2.40 $158.00 Pay Date Pay Type Invoice # WS -6 -11 -41270 06/28/2011 Check #: 1191 06/22/2011 Credit Card Amt Paid Amt Due $ 108.00 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 28, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 28, 2011 1 1) - Miami Shores Village JUN 2 2011 Building Department B Y: o 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 41AeK I. T-R- ViAStlIJ 164 k %P fL Phone#: Address: 2-41 Cr— (o o-e 9-r. City: M 1AM' Si S Permit No. `3 �'. Master Permit No. Tenant/Lessee Name: Email: S Zao -3 S�-g State: FL scnl - MC.141Lkt/Nb. Coi'\ JOB ADDRESS: t 1 b Qink Phone#• Tip: 3313a City: Miami Shores County: Miami Dade Folio/Parcel #: I I "" -- 13 y 4 y 0 Zip: 3 13 Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: City: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: N Flood Zone: Phone#: State: o Value of Work for this Permit: $ �3 Square/Linear Footage of Work: Type of Work: °Addition QAlteration °New tepair/Replace °Demolition Description of Work: I RFPCACF. l—OJ (L.. C9) GJ 70 00 W s W rm MflA ***** ***** * ****** * ***** ** * *** * **** ** **F b******** **** ** Pic*** ***** ** ** ***** 4**** **** Submittal Fee $(5b . ' to Permit Fee $ /`e) CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for _ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1ceitify that all the foregoing information is accurate and that all work will be done in compliame with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR. IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature J2 C.' ....— Signature or Agent 1 Contractor The fore oiAnlicLnstrument was acknowledged before me this ge-A The foregoing instrument was acknowledged before me this day of 20 11., by TACA---- E.-.C2foirva-)1--\ day of , 20 , by who is personally known to me or who has produced P--ii-b who is personally known to me or who has produced As identification and 9th. as as identification and who did take an oath. 1 re ,,,, \ \SO ........ ‹e. NOTARY PUBLIC:, C■ ..• ' . . a s ... ,** NOTARY PUBLIC: ... ) . q0. .. - a.. • t' ttl . •,. .:...., IF 0 - Si gn: . --..la -...dituirreA -"" Sign: \ A A ccA\ %1‘ l C.) :?: Print: -3: .. t‘N% , v..;1 e• ••••• ....- Print: 1% .*. • 0% ' ...* C.:3' 61i • ........ . vl\, My Commission Expires: /11/0'lcE1111 °\\\\\\\\ My Commission Expires: *************************************************************aup********************************************* APPROVED BY ae(cif71 Plana Examiner (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) • Zoning Structural Review Clerk Miami Shores Village uilding Departmen, 050NE.2ndAvert , Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT eta i 2 MOO -)DAT ADDRESS: 222 ° L _ I ©p"i* 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 I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 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 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 ..7� 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. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial Initial 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 I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner builder permit that erroneously irfiplies that the property owner is prowdirjg"tus orlier ownlabor and matenal1 -1 as an caner frtutder_ lraof a Y ote49 enous iinanetat x k for an :u to sust nea - by an un1 Lensed; or hfs or amm working'on_rny property My horneownees insurence:a iay'not provide coverage for those injurles.'t a m willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 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 1 must comply with laws requiring, the withholding of federal income tax and social.security`contributions underthe Federal - Insurance Contributions Act {FICA) and must provide workers compensation for the empioyee. `.t underrstand that my faituretafallaw1b :s May subject to :serious -financial ritti 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. Initial �- 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.mvtioridalicense.com /dbpr /pro /cilbfindex.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: Initial 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. j . Initial 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 loss 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 retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's 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 � , 20 1 1 By TS C7-1:CriA3k11 who was personally known to me or who has �iiuururr Produced there License or \'.. as identifksflbn. �,,,,�� ,,0 OW r�� � p / • •....••: 5' 9 Sliding Door N.O.P. (Not on Permit) 4' -4' N.O.P. ' 10' N.O.P Sliding Door N.O.P. r-TVI1 OVED Master Bedroom C) 0 y 3. N.O.P.T Dining Room Kitchen 3'8 '4' '11' Sliding Door N.O.P. N.O.P. 4' -4' Eave Roof Height: 10' Peak Roof Height: 18' C) Mean Roof Height: 14' (40% of MRH = 5' 7 ") 0, m -2' 1' -5' Living Room N.O.P.i 4 Windows On Permit All Zone 4 Q XO /OX -HR Q XO /OX -HR Q X- Casement Egress 0 XOX -HR Guest Bath TIN x 38 3/8" 20' N.O.P. N.O.P. Sliding Door Garage Side Door N. Front Door ' -3 ' —�3' 5• 37"W 3' -1"Q3 x 50 5/8"H 7' 4' Covered Porch 10' -3' 10' -7' Guest Bedroom 14'-5. N.O.P. 74"W X 50 5/8"H O G' 2• 18' Garage Door 8' ' 11' -2'- '11'— 1 15' -6' Jack Efromson & Kimberly Krause 290 NE 100th St, Miami Shores, FL 33138 MAP OF BOUNDARY SURVEY B NE 100TH STREET 75' R/W SCALE 1" = 20' ASIS OF BEARINGS: N 90'0'00" E 18' ASPHALT PAVEMENT U) N ., • . SIP FIR 3/4" NO ID FIR 1/2" NO ID 0.72' Y:r. uT il&r'::: 29.50' 20.10' LOT1 BLOCK 33 18' ASPHALT PAVEMENT LOT2 BLOC%33 FIR 3/4" NO ID eon 0.35' a 050.0', It53.0'C�) FIR 3/4" NO ID - i33.Z3D'(1G7 10' ASPHALT ALLEY ----- 30:9@' 7) 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 0 -15 ft -50.4 492 +46.5 +45.2 - 48.3 +44.4 - 47.6 +43.7 -47.1 +43.1 - 46.6 +42.7 - 48.2 +42.3 - 45.9 +41.9 - 45.5 +41.6 0 -15 ft - 62.2 +46.5 -59.8 +45.2 -58.0 +44.4 -56.7 +43.7 -55.6 +43.1 -54.8 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft -51.1 49.8 +47.1 +45.9 49.0 +45.0 48.3 +44.3 47.7 +43.7 47.3 +43.3 46.8 +42.9 - 48.5 +42.5 46.2 +42.2 16 ft -63.1 +47.1 - 60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 -54.6 +42.9 53.9 +42.5 -53.2 +42.2 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 49.5 +45.4 48.9 +44.8 48.4 +44,3 48.0 +43,9 47.7 +43.8 47.3 +43.2 18 ft - 64.6 +48.3 - 62.1 +47.0 -60.3 +48.1 -58.9 +45.4 57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 ft -53.5 -522 +49.4 +48.1 51.3 +47.1 -50.6 +48.4 -50.0 +45.8 49.5 +45.3 49.1 +44.9 - 48.7 +44.5 48.4 +44.2 20 ft - 66.1 +49.4 - 63.5 +48,1 -61.6 +47.1 -80.2 +46.4 -59.0 +45.8 -58.1 +45.3 57.2 +44,9 -56.4 +44,5 -55.8 +44.2 ft 54.6 -53.3 +50.4 +49.0 -52.4 +48.1 51.6 +47.4 -51.0 +46.8 -50.5 +46.3 - 50.1 +45.8 49.7 +45.4 49.4 +45.1 ft - 67.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 - 50.6 +46.3 50.3 +45.9 24 ft -688.7 +51.3 - 86.0 +49.9 -84.1 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft - 56.6 552 +52.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 26 ft 59.8 +52.2 - 67.1 +50.8 -65.1 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -57.5 56.1 +53.0 +51.6 55.1 +50.6 54.3 +49.8 53.7 +49.2 -53.2 +48.7 -52.7 +48.2 52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 - 682 +51.6 - 66.2 +50.6 - 64.6 +49.8 -63.4 +492 - 62.3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 -60.71 +48.1 30 ft -58.3 -56.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 30 ft -72.0 +53.8 -69.2 +52.3 -67.1 +51.3 -65.6 +50.6 - 64.3 +49.9 53.2 +49.4 -62.3 +48.9 -61.5 +48.5 32 ft -59.1 57.7 +54.5 +53.1 -56.7 +52.0 55.9 +51.3 - 552 +50.6 54.7 +50.1 -542 +49.6 -53.8 +49.2 -53.4 +48,8 32 ft -73.0 +54.5 - 70.1 +53.1 -68.1 +52.0 56.5 +51.3 -65.2 +50.6 -64.1 +50.1 - 63.1 +49.8 - 62.3 +492 -61.6 +48.8 34 ft -59.9 -58.4 +55.2 +53.7 -57.4 +52.7 56.6 +51.9 -55.9 +51.3 55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 - 87.3 +51.9 - 66.0 +51.3 -64.9 +50.7 - 64.0 +50.2 -63.1 +49.8 -62.4 +49.4 -63.1 +50.0 36 ft -60.6 59.1 +55.9 +54.4 58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -74.8 ' +55.9 - 71.9 +54.4 -69.8 +53.3 -68.1 +52.5 -86.8 +51.9 -65.7 +51.3 - 64.7 +50.8 - 63.9 +50.4 38 ft -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -58.7 +51.9 -56.2 +51.4 -55.8 +51.0 -56.4 +51.5 -55.4 +50.6 -56.0 +51.1 38 ft 40 ft -75.7 +56.5 -76.5 +57.1 -72.7 +55.0 -73.5 +55.8 -70.6 +54.0 -71.3 +54.5 -68.9 +53.1 - 69.7 +53.7 57.6 +52.5 -68.3 +53.0 -68.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft 52.0 -60.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -67.2 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -62.6 - 61.1 +57.7 +562 -60.0 +55.1 59.2 +54.3 -58.5 +53.6 -57.9 +53,0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 42 ft -77.3 +57.7 -74.2 +56.2 -72.1 +55.1 -70.4 +54.3 - 69.0 +53.6 - 67.9 +53.0 - 68.5 +53.5 -66.9 +52.5 - 66.0 +52.1 -65.2 +51.7 44 ft - 832 - 61.7 +58.3 +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 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 69.7 +54.1 -67.5 +53.0 - 66.6 +52.6 -65.8 +52.2 48 ft -63.8 -62.3 +58.8 +57.3 -61.2 +562 -60.3 +55,3 -59.6 +54.6 -59.0 +54,0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55,3 -70.4 +54.6 - 69.2 +54.0 -682 +53.5 - 67.3 +53.1 -66.5 +52.7 48 ft - 64.4 -62.8 +59.4 +57.8 -61.7 +56.7 - 80.8 +55.8 -60.1 +55.1 59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 58.2 +53.1 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 -64.9 - 83.4 +59.9 +58.3 -62.2 +57.2 - 81.4 +56.3 -60.7 +55.6 50.1 +55.0 - 59.5 +54.5 59.1 +54.0 58.7 +53.6 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 - 89.4 +54.5 - 68.5 +54.0 -67.6 +53.6 52 ft - 65.5 -63.9 +60.4 +58.8 -62.8 +57.6 -61.9 +58.8 - 612 +58.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.8 -73.6 +56.8 -72.2 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68.2 +54.0 54 ft - 68.0 -64.4 +60.8 +59.2 - 63.3 +58.1 -62.4 +572 -81.7 +56.5 - 61.0 +55.9 - 60.5 +55.4 -60.1 +54.9 59.6 +54.5 54 ft -81.5 .x.60.8 -78.3 +59.2 -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 -66.5 - 84.9 +61.3 +59.7 -63.7 +58.5 -62.9 +57.7 - 622.1 +56.9 -61.5 +56.3 - 81.0 +55.8 - 600.5 +55.3 -80.1 +54.9 58 ft -82.1 +61.3 -78.9 +59.7 -78.6 +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 - 87.5 - 65.8 +622 +60.6 -64.7 +59.4 -63.8 +58.5 - 63.0 +57.8 - 62.4 +57.1 -61.9 +56.6 - 61.4 +58.1 -61.0 +55.7 60 ft - 83.3 +62.2 480.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION, REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (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 INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (lm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. CD ELEVATION 1 WALL ZONE FIGURES z 1 to 0 3 REMARKS INR ISSUE DRWN CL CHKD FLB DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BERNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.8. "ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT IC ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 Wit■S 63 (3(.4 S I / I I ---- TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEI 26" 36" 38 318" 48" 505/ " 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +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 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 - 60.0 +60.0 -80.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -80.0 +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 +53.8 53.6 +50.9 -50.9 UP TO 111" C I +60.0 -60.0 UP TO 111'" +75.0 -75.0 TABLE 2. XOX (113,113,1/3) 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 83" TO 86 7/16" A'B'C' 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 I WINDOW HEIGHT WIDTH TYPE 26" 36" ... 38 3/ 48" 80 5/8" 54" 60" 63" A,B,G,H +75.0 -75.0 +75.0 75. , +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 _ -75.0 +75.0 -75.0 P� -v ".7 �'�sEo a •Coda KiE`bet1o7tae AaepumssAoo7- O$t5.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +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 if GLASS TYPES: TEST REPORT FTL -4858 QCOX), FTL -4859 (OX& XO) AND FTL5330 A. 5116" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) 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, 3116" HS) G. 13/16" LAMI 10-1/8" 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 10-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,118"HS) L 13/16" LAMI 10-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,118 "HS) J. 13116" LAMI 1G -1/8" OR 3!16"A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16"A, .090, 3116 "A) K. 13/16" LAMI 1G -118" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3116 "HS) L 13/16" LAMI 13-1/8" OR 3116"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16 "HS) • fp,/� % Robed PE 839712P.E Structural R K 4/1607 c ADD INTEGRAL FIN OPTION B UPDATE ASTMS 1300-02 DPa 1070 TECHNOLOOYDRNE NOKOMis. FL34 DR P.O.BOX1329 NOKOMIS. FL 34274 _ � DESIGN PRESSURES .. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT React* EI( De/r 10/17/06 Resists. 8 REVISE OP TABLES TOASTME1300-02 F.K 6/13.93 Revisions A ADD AIR SPACE DIMENSION CLASS O THRU L D,e,,,,gs. F.17 '''' D2. TYPES '''.6;17' D� '''' 1 Visibly Better 11R710 pads N7a't' 3 a 11 °i'�"'• 4127 -10 �"' I C (Ai i N D o w CASs- COMPARATIVE ANALYSIS TABLE 1. 'X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,1 /8"HS) B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "1-1S,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 ` 38 3/8 ) 43 48 50 5/8 54 r 57 60 63 66 69 72 NEG POS `70.0 NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19 1/8 A -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0-70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 3,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26 112 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -87.8 67.8 -66.2 86.2 465.0 65.0 - 63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 _ A -90.0 70.0 -90.0 70.0 - 9 0 . 0 7 0 . 0 - 8 7 . 4 7 0 . 0 - 7 7 . 6 7 0 . 0 - 6 8 . 4 6 8 . 4 - 6 3 . 8 6 3 . 9 - 6 0 . 0 8 0 . 0 - 5 8 . 5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 - 49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.4 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1t sw�y�� + Mlirr "MI* F3ra VP Mir tea•. A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 37 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 C0 -75.0 70.0 -75.0 70.0 -75.0 70.0` 5.0 70.075.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH r90.01 70.0 PROMICT REN as emptying with 'x Rare; Wang Cede A¢cmtalmt Ma •.(" • TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3 /16'A,.090,3 /16"HS) F.13/16" LAMI (1/8" IR SPACE,716" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH - 55.0 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F.r ViiRs L "�BATur�er, P.E. PE 858201 rater ice PA 3/25/03 8 ADD GLASS 71'PEE TO TAR: Pe 184 ro7arEC7rNaocvoR7vE 007(0818, FL 34378 PO 80X 18� 00X08#^, a 34274 PRESSURES- X CONFIG. WINDOWS Ti., ALUMINUM CASEMENT WINDOW, IMPACT RM•er: FX t-. 7/10103 Re aa": C NO CHANGE THIS SHEET FTC R0rmbnx REWSE ANCHORS 8 ADD 78° OPTION w+,m"r. F1. aam: 12/17/02 ''''''''d a,o HEIGHT >bre: 1 Visibly Better •°"�°" CA-740 �"` NTS �a1 5 m 13 °e"°NO 7045 -8 Rd1 D W INaow -3 -- LASeev∎ - COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5116" LAMI (118 "A,.090,118"HS) B. 5116" LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAMI (1/8 "HS,3/6" SPACE,5116" LAMI -W/ 1/8"HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 / 383/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEC POS NEC POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0- -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 1/2 - A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 - 79.9 70.0 -75.4 70.0 - 72.4 70.0 - 69.9 69.9 -67.8 67.8 - 662 662 - 65.0 65.0 -63.7 63.7 B.E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 190.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 - 68.4 68A - 83.9 63.9 -60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53A 53.4 -51.3 51.3 .49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0170.0 - 422 42.2 A -90.0 70.0 -90.0 70.0 - 86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47:7 47.7 -45.6-45.6 ''-43.9 43.9 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 47.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 95.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0_ -75.0 70.0 -75.0 70.0_ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 eseauCtirvismi '• ` 'r: ,Vxa �i N A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.470.0-40.4 60.4' - 54.3 54.3-411 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 - 39.7 39.7 BBEE -75.0 70.0 , -75.0 70.0, - 75.0 70.0 - 7Q,2.0` -75.0 70.0 . -75.0 70.0 -75.0 70.0, -75.0 70.0 -75.0 70.0. -75.0 70.0 -75.0 70.0 37 ,-=�- 75.0 70.0 -75.0 70.0 -73.7 711:9 9 67.0 59.0 -52.8 52.8 - 49.9 49.9 - 46.4 48.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 + TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "X' SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X' SIZES UP TO 32" WIDE x 72" HIGH r90.0170.0 PRODUCT RENEWED °t0MOO,* with the Thrift Udine Cede t._ Ali ,.:. TABLE 2A. 'X" WINDOWS TEST REPORTS: FTL -4607, FTL-4608 GLAZING OPTIONS: C. 7/18" LAMI (3/16"A,.090,3/1("HS) F.13/16" LAMI (1/8 A.AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH - 55.0 55.0 NOTES: g 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FUU. DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 114° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Z C. Lucas A. Tumor. P.E. PE /58201 atecnm,mal a...90r FX Oom• .325103 amtann,® 8 ADD GLASS TWEET7TAMES 1 &4 PRESSURES - X CONFIG. WWDOWS roar ALUMINUM CASEMENT WINDOW, IMPACT w.66, Fit OA* 7/10/03 7/10/03 ttma.An: C No CHANGE THIS SHEET t0707EaAOLO0YORM to�are• FL 34275 P.0 BOX 1529 NOKQO8.4, Ft.39274 ea F.K. 5/23105 0 REUSE 78° l•ER?HT fia"n0r' Fx Wilk tat7/02 ClisbF"Cay ANCHORS & A00 OPTION aK YrstLly Better 9uwa1ble. CA 740 ' s:er NTS 9aa # 5 13 *song 43 7045-8 " . D MIAMI DADS COUNTY 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 Mlss&e Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �JiupcwS 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.aov/buildinacode NOA No 074815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -14, 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. I'TL -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) E -1 1/ Manuel Per Ajg Product Control 4�'Y'; NOA No 07-0 .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 "Safles 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. 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. 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. 5f 6° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) UTES 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. E. 7/16" 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 SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. F. 7116" LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI 1G: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/18" 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) UTE OF 118' OR 3/16 ANNEALED (MIN.) GLASS, 5116 OR 3/6 AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) UTE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S7.FLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 1.13116" LAMI IG: (1) LITE OF 1/8° OR 3/16 ANNEALED (MIN.) GLASS. 5/16" OR 3/8" AIR SPACE AND 5M8' LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13116 LAMI IG: (1) LITE OF 118" OR 3/16 ANNEALED (MIN.) GLASS, 3/16 OR 114' AIR SPACE AND 7116' LAMI CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH AN .C60 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.13/16 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) UTE OF 3118' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR RAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13116" LAMI IG: (1) UTE OF 1 /8" OR 3116' ANNEALED (MIN.) GLASS, 3116" 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 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. g. REFERENCES: TEST REPORTS FTL -4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA 040721.01, 03- 0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM 2005 ALUMINUM DESIGN MANUAL Al). THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CIMFs{ LV10} 1NQl,*(D1NG THE HIGH VELOCITY HURRICANE ZONE (HVHZ).�':;. ' NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS.... »2 DESIGN PRESSURES 3 ELEVATIONS. 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST.. ....... 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 tmmday Des Nmamaer FK 4/15RI7 C Rand R. ea/x PaNNamc Fle 10/17/08 8 Ram el Mu. tr°vu F.K E/13.88 A Gmn W+ crake Mewed& F.K ?128/08 J.J. ADD F L -8330 TO NOTES 76 GHQ NOTES TO CURRENT TOASTM E 1300-02 ADO AIR SPACE DIM. NOTE 1. TECH. REF. NOTE 78 NOTE 8. YZ3N8 1070 TECHNOLOGY ONNE NO <O S. FL 34278 7.0 .3981820 NONO800. FL 34274 PST Visibly Butter GENERAL NOES' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SenestAblet rmrm sea t moStai HRZIO NTS 1 a 11 4127-10 C PRODUCT REVISED am ca.'rtplying 'WIL The Fbilda 8c! ;F.I:ag Code Aeu, prt1M No 0 Eryv."iva Dm4 112' NOM. GLASS BITE 60,61,62 1/2° NOM. GLASS BITE 116' 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 4 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 =I EXTERIOR INTERIOR * (ALL SECTIONS) 1/2° NOM. GLASS BITE 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5116' LAMINATED 5/16" OR 3/8° AIR SPACE 1/8° OR 3116° ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI 10 GLASS W/ 5/16° LAMI 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16' OR 1/4" AIR SPACE 1/8" or 3/16° ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI 10 GLASS W1 7/16" LAMI PRODUCT REVISED av carnal/in wits the Florida Buldiog Cole Aaepc,:allo0 .0 .0 kW= Date :3e4lt__ -: 9 read ay tmee raga F.K 4/1607 C NO CHANGE 711/83iEE/ F.K. ordc 10//17/06 Rasigras 8 NO CHANGE THIS SHEET reamer F.K. 0/1/06 Ref. face. A ADD AIR SPACE DIM. TO LAMI 10 DETAILS t, ar F.K J.J. Dater 9/1310'5 1070 TECHNOLOGY DRIVE NOKOM3S, PL 34275 P.0.3DX 1529 NOKOMB. R 34274 I 13 c; visibly Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aedemteet HR710 &Me abet Full 2 a 11 4127-10 TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 84" 96" 106 318" 108" 111" UP TO 111" UP TO 111" GLASS TYPE A,B,G,H A,B,G,H A,B,G,H A,B,G,H A,B,G,H C,I D,E,F, J,K,L 26" +60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 36" +60.0 +80.0 +60.0 +60.0 +80.0 -60.0 -60.0 -60.0 -60.0 -60.0 383/8" +60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 WINDOW HEIGHT 48" 50 5/8" 54" 60" 63" +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 +58.8 -58.8 +56.2 -56.2 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +55.2 -55.2 +52.3 -52.3 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +54.6 -54.6 +51.7 -51.7 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 +60.0 -60.0 +75.0 -75.0 TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W /SAME DLO ARE 1" SMALLER) WINDOW WIDTH TO867/16" TO 86 7/16" GLASS TYPE A,B,C, G,H,I D,E,F, J,K,L WINDOW HEIGHT ALL HEIGHTS UP TO 63" +60.0 -60.0 +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 WIDTH 60" 86" 72" 74" UP TO 74" GLASS TYPE A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 A,B,G,H C,D,E,F, I,J,K, L +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 WINDOW HEIGHT 48" 50 6/8" 64" 60" 633" +75.0 +75.0 -75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 +75.0 -75.d -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 +75.0 -75.0 +75.0 -75.0 , +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 +75.0 -75.0 GLASS TYPES: TEST REPORT F11 -4858 VOX), FTL -4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/6" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5116" 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) Rowe- amp FJC 4/15/97 C G. 13/16" LAMI 10-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,118 "A) H. 13/16" LAMI 13-1/8" 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 IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1/8"HS) J. 13/16" LAMI 1G -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3118 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/18"A, .090, 3/16"1-IS) L 13/16" LAMI IG -1/8" OR 3/18 "A, 3116" OR 1/4" SPACE, 7/18" LAM! - (3 /16"HS, .090, 3/16"HS) ADO INTEGRAL FIN OPTION 8 UPDATEASTME 1300-02 DPa e. ens•. :;::._c with the Florida rt C' .3. AxeptuxNoOY"8 "- .O 030L -flf: II It i 1070 TECHNOLOGY LARNE NOKOMIS, FL 34775 F.K. Damn Oator 228/08 J.J.' ADD AIR SPACE DIMENSION GLASS TYPES G TRW L. P.O. 0 is NOK FL334274 BG� Visibly Better DESIGN PRESSURES raw ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HRT10 NTS 3 d 11 via 4127 -10 c 27 318" MAX. DLO --► VENT 8 0 110" MAX WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME 8 273/8' MAX. DLO —� VENT 27 3/8" f MAX DLO –+- FIXED a D D O LIEN Om. 85 7/18" MAX WIDTH I.F. FRAME —�-II 7/18" MAX WIDTH FLANGE FRAME i DETAIL 8 - XOX (1/4-1/2 -1/4) DETAIL C - XOX (1/3- 1/3 -1/3) 33 9/18' MAX DLO FIXED 339/18' MAX. DLO VENT 57318' MAX DLO ALL FIXED LITES 56' MAX DLO ALL VENTS 62" MAX I.F. FRAME ALL CONFIG. 1 63" MAX FLANGE FRAME ALL CONFIG. A C 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL VIEW D-D (FRAME CORNER CONSTRUCTION) T.EV1smD wall the Fk da rr!a face No - ..0 4n Duc )6-DE art r T► Rood or b.. FJC 4/15107 rm.caau ADO INTEGRAL FIN FRAME DIMENSIONS AND CORNOR C CONSTRUCTION DEMO. FROM . B. Pilaf FIG tea, F:K o.." 10/17106 ReAsirre e.� 5/13106 &wisdom: A mama ex Dar FJC 228/06 tAeeu46Y• J.J. NO CHANGE THIS SHEET NO CHANGE 71110 SHEET Datec 323708 1070 TEd&IOLODY DRNE NOKOMIS. FL 34275 P.O. BQX 1628 NOKOMIS, FL 34274 Visib11 Bettor ELEVATIONS rm.r ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a"tmam4.c 14R710 NTS 4 d 11 4127 -10 //, L. Clerk, P.E. PE 638712 Structural EXTERIOR INTERIOR I -- MAX, FIXED DLO --".4 MAX. WIDTH (FLANGE FRAME) SECTION B-13 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 1-•- MAX. FIXED 13L0 -4 MAX VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIry,FRAME) PZODLrTWIISED Cod Acc:^ ''Aacc No Swoon Dato t/? ALUM. HORIZONTAL ROLLER WINDOW, IMPACT eWMlbtlrt *ma, Noe: *VOW -ilk Arr HR7U Half 5 d 11 4127 -10 C #A7 Robert Palk, RE. FE 439712 8buiurel ITEM DWGII 1 4102 REV A DESCRIPTION MAUL PGP# FLANGEFRAMEHEAD 6063-T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 4 6 7 #8 X 3/4 P11. PAN HEAD 7834AA 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 4136 FLANGEFRAMESILL. 6063 -T6 AL 64136 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACT( 6063 -T6 AL 64131 10 12 1626 13 4002 A FIANGEFRAMBJAMB 14 4134 GASKEF FOR MAIN FRAME SILL JOINT 71298 WEEP HOLE COVER ADHESIVE OPEN CELL FOAMPAD POLYPROP. 71298 7PAD1626 6063 -T6AL 612225 74134W/K 15 1155 REV' DESCRIPTION j MAIL 1 PGIW #8 X 1.000 QUAD PN. SMS GLASS, 78IPQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIXED MEETINGRAIL 606311D -T6 AL 64054A 19 21 22 4066 4105 1683 23 225-1 226 29 32 33 35 36 4128 4006 1235 1096 1016 D WSTP.,.187 X .230, FIN SEAL SASH TOP it BOTTOM RAIL WSTPy250 X 270 BACK, FIN SEAL RO1 LERHOUSING& GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASHMELEIINGRAIL 640660 6063 -T5 AL 612240 616830 4211211D BRASS POLYPROP. 713RWHL2 4412814 6063HS -T6 AL 64006 WSTP.,.170 X 270BACK, FIN SEAL 675160 SWEEP LATCH DIE-CAST 71096 #aX.625 PH. FLSMS 7858 37 4 SASH SIDE RAIL 6063 -T5 AL 64126 38 1 STP 250 X 270 BACK FIN SEAL 616830 39 7070 40 41 42 43 4139 4140 4141 50 BULB WEATHERSTRIP .187 X 275 LIFT RAIL COVER CAP LF. FRAME HEAD LF. FRAME SILL LF. FRAME JAMB GLAZING SILICONE, DOW 899, 995 OR EQUIVA LENT 67070K 74078"C" LORR 6063-T6 AL 64139 6063 -T6 AL 64140 6063 -T6 AL 64141 51 52 53 54 55 56 1224 1225 4039 4044 4222 985 VINYLC3AZINGBFAD BULB (THICK) 6TP247W,K VINYL GAZINGBEAD BULB (THIN) 6TP248K 13 B A C GLAZINGBFAD -5/16" 6063 -T5 AL 6403913 GLAZING BEAD - 5/16" W/GRILL KIT 6063 -T5 AL 644703 GLAZINGBEAD- 7/16" 6063 -T5 AL 64222 GLAZING BEAD - 7/16" W /GRIIL KIT 6063 -T5 AL 6985 9 60 61 62 63 64 4067 (LAZING BEAD - 13/16" GLASS, 5/16" LAMI (1/8" A, .090 PVB,1/8" A) " 5/16" LAMI (1/8" A, .090 PVB,1/8" HS) " 5/16" LAMI (1/8" HS, .090 PVB, I/8" HS) " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 6063 -T5 AL 64067 65 7/16" IAM1(3/16" HS, .090PVB, 3/16" HS) per 0e. F.IC 4/15/07 "`wex 'tuft AJC 10/17/06 Read ex ow: F.K. 5/13008 F.K. *awn Br ozar 228/06 6 fl -ITEM DWC!I REV' DESCRIPTION j MAIL 1 PGIW 66 GLASS, 13/16" LAM110.1/8 "A, 3/8"A1R SPACE, 5116" LAMI (1 /8"A, .090 PVBB U8"A) 67 " 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (118 "A, .090 PVB,118 "HS) 68 " 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8"M, .090 PVB,1/8 "1-S) 69 " 13/16" LAMI IG- 3/16"A, 5/16" AIRSPACE, 5/16" LAMI(U8"A, .090 PV13,1 /8"A) 70 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090PVB,1/8 "HS) 71 13/16" LAMI IG3 /16"A, 5/16" AIRSPACE, 5/16" IAMI(1/8"HS, .090PVB,1 /8"HS) 72 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7116" LAMI (3/16"A, .090 PVB, 3/16"A) 73 " 13116" LAMI IG.1/8 "A,1/4" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16"HS) 74 " 13/16" LAMI IG•1 /8"A,1 /4" AIRSPACE, 7/16" LAMI (3/16"16, .090 PVB, 3/16"HS) 75 " 13/16" LAMI IG- 3/16"A, 3/16" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16"A) 76 13/16" LAMI IG3116 "A, 3116" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/I6"HS) 77 " 13 /16" LAMI 10- 3116" A, 3 /16" AIRSPACE, 7 /16" LAMI (3 /16"HS,.090PVB,3 /16 "115) 90 1014 SCREEN FRAME (HOR. & VER) 3105 -H14 AL 91 1630 SCREEN CORNERKEYW/RIN(15 POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM FM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CLOTH 2.794 +=2 06 1.999 OI.F. FRAME JAMB ® #4141,8083 -76 41 1.F. FRAME HEAD © 14139, 6063 -T8 42 .F. FRAME SILL A #4140, 6063-78 PRODUCT REVISED es complying wildtbo Florida Gillen Code No Sminsllon Dmo RentrEnt C ADD ITEMS 41, 42443 B NO CHANGE THIS SHEET Perdslons A ADD SPACE 0114ENS10146 ITEMS 68 THRU 77. - ," J.J. 3!13/88 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 152E NOKOMIB, FL 36274 T Visibly Better PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT softslobiat 11R710 6 x'11 arm,. 4127 -10 1. I � a L- •2.710 0 FLANGE FRAME HEAD 4�f #4102A, 5053 -T6 .490 11 � •062 r 1.45h+ -i 2 SASH STOP J #4025.8063 -T5 21 SASH TOP & BOTTOM RAIL #4133,6063 -T5 .050 1.096 —f-- -- ' GLAZING BEAD, 5116" #40448,6063 -T5 (USED WI GRILL KIT) 1.{{ 22 i'°---- 2.710 ---+- 6 FLANGE FRAME SILL ./ #4136, 6063 -T6 0 HORIZ. ROLLER TRACK #4131,6063 -T6 2 1.081 1+-- 32 SASH MTG. RAIL 84006D, 8083H5 -T6 1.187 .678 55 GLAZING BEAD 7116" #4222A, 606345 37 0 FRAME SILL ADAPTER �� // #4137, 6063-T6 1.403 17 FIXED MEETING RAIL 84054B,6083HD -T6 .291. SASH SIDE RAIL #4126, 6063 -T5 678 .060 1.115 1 -1T c) GLAZING BEAD, 7/16° �::i #985C, 6063 -75 (USED W/ GRILL KIT) 1.513 -►f 4 .7381 (�' 1.443-x- 0 SASH STOP COVER #4053, 6083 -T5 13 FLANGE FRAME JAMB #4002A, 6063 46 .678 53 1 � `A GLAZING BEA , 5116" #40393,6083 -T5 683 —i "T1.097 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as comply ing with tha Florida &ti Idiag Codo Aeeet4ance No D ref F.K DOC 411507 NO G'4NGE THIS SHEET Rem Sy F.K. Read,* F.K. Pam es F.K Coder 10/17/00 Dater 5/13 2/18106 8 larmkne A dtratexi NO CHANGE THIS SHEET NO CHANGE THIS SHEET croaxime 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O BOX 1578 NOKOMIS, FL 31274 PcT Visibly Better EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT assissitkoss HR710 Half T e 11 OrsstreNst 4127 -10 ri/ Robbed L CJavk, P 539712 Structural ANCHOR QUANTITIES, XOX (1/41/2 -114) WINDOWS TABLE 4 NOT5S: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -812 STEEL SCREWS (35) ANCHOR TYPE :\ & SUBSTRATE GLASS TYPES A,B,C,G,H,1 GLASS TYPES O,E,F,J,K,L 2,3, WOOD 2. CON( 1, CON( 2,3, WOOD 2 CONC 1, CON( ZONES ZONES ZOIsa ZONES 73NES ZONES WINDOW SIZE W Y H HEAD & SILL 2 HEAD & SILL. 14, S 2 HEAD & SILL °l, y °1 HEAD & SILL m 2 HEAD & SILL <, 11 2 HEAD & SILL -, 2. GLASS TYPES: a A. 5/16" LAMI - (1/0" A,.090,1/8" A) ' B. 5/16" LAMI - (118' A,.090, 1 • HS) 53.125 x 38.375 48.000 50.625 54.000 80000 63.000 1 +32+1+32 +1 2 1+(2+1+32 +1 2 1+32 +1+32+1 2 1 +132 +1 +02+1 2 1 +32+1 +32+1 2 1+32+1+32+1 2 C. 7/16' LAMI - (3/8" A,.090, 316 A) D. 7 /i6° LAMI - (3116° 0,.090, 3118' A) 1 +02 +1+32 +1 3 1 +32+1 +32+1 3 1 +32+1+32 +1 3 1 +02+1 +32+1 3 1 +C2 +1 +32+1 3 1+02 +1 +32+1 3 E. 7/16° LAMI - (3/16" A,.090, 3116' HS) ° 1 +02 +1+32+1 3 1 +02+1 +32 +1 3 1 +132 +1 +32+1 3 1 +02+1 +02 +1 3 1 +132 +1 +0241 3 1+02 +143241 S F.7J76 LAMI - (311$"HS,.09 3 3/16" HS) G. 13/16" LAMI 13 - 1/8" OR 3/18° A, 5/16" OR 3/8" SPACE, 5/16° LAMI - (1/8" 0,.090,1/8' A) 1 +32+1 +32+1 3 1 +32+1 +32+1 3 1+32+1 +32+1 3 1+32+1+32+1 3 1+32 +1 +02+1 3 1+31 +1 +32+1 3 H. 13/16' LAMI 13 - 1/8" OR 3/16° A, 5/16" OR 3/8' SPACE, 5116' LAMI - (1/8' A,.090, 1/8° HS) 1+32+1+32+1 3 1+32+1+02+1 3 1+32+1+02+1 3� 1a CL+1 +132 +1 3 1+02 +1 +132 +1 3 1 +32+1 +32+1 3 I. 13/16° LAMI IG -1/8' OR 3116" A, 5316" OR 3/8° SPACE, 5/16° LAMI - (1/8' HS,.(J90,118" HS) J. 13/16' LAMI 13 - 1/8' OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16 "A,.090, 3/16' A) 1+32 +1 +32 +1 3 1+32+1+02+1 +1 3 1 +32 +1 +02+1 3 1+32+1 +132 +1 3 1 +32 +1 +32 +1 3 1 +33++1+33 +1 3 K.13116° LAMI IG -1/S" OR 3/18" A, 3116" OR 1/4" SPACE, 7/18' LAMI - (3/16" A„090, 3/18° HS) MOW x 3.375 48.000 50.825 54.000 60.E 83.E 1+02+1 +32+1 2 1+32+1 +32+1 2 1+32 +1 +3 2 +1 2 1+32+1+132+1 2 1+32+1 +32 +1 2 1 +32 +2 +02 +1 L 13!18' LAMI }G -118' OR 3116` A 3J16° OR 114° S PACE 7116" LAMI -(336° HS,.t ,3116" HS) 2 1 +C2+1 +02 +1 3 1 +32+1+32 +1 3 1 +32 +1 +32+1 3 1 +32+1 +32+1 3 1+32 +1+32+1 3 1+C2 +2+32 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +32+1 +132 +1 3 1 +132 +1+32+1 3 1 +132 +1 +32+1 3 1+32+1+32+1 3 1 +32+1 +32+1 3 1 +32+2 +32+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 1+32+1+32+1 3 1+32+1+32 +1 3 1 +32 +1+32+1 3 1 +02+1 +32+1 3 1 +32+1 +32+1 3 1+02 +2+32+1 3 HEAD & SILL 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE. 1 +32 +1 +32+1 3 1 +32+1+32+1 3 1 +32+1 +32+1 3 1 +32+1 +32+1 3 1+32 +1 +132 +1 3 1 +33 +2+33+1 3 25 334" MAX FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX. O.C. 1 +32+1 +32 +1 3 1+C2 +1 +C2 +1 3 1+32 +1 +32 +1 3 1 +32 +1 +32+1 3 1 +32+1+02+1 3 1 +03+2 +33+1 3 TABLE KEY: 74.003x38.375 48.000 60.625 54.000 60.000 63.1:00 1 +132 +2 +32+1 1 +02 +2+32 +1 2 1 +32+1 +02 +1 3 1 +32 +1 +32 +1 2 1 +02 +2+02 +1 3 1 +32 +2 +32+1 2 1 +32+2+32 +1 3 1 +32+2+32 +1 2 1K2+2+32+1 3 1+02+2+02+1 2 1 +32 +2+32 +1 3 1 +32 +2+32+1 2 g X rA 3 If +C3+1 3 -- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY, 1 +32 +2 +32 +1 3 1+32+1+32+1 3 1 +32 +2+33+1 3 1+{2 +2+(2+1 3 1 +132 +2 +32 +1 3 1+32+2+32+1 3 1+32 +2+12 +1 3 1 +32 +1 +32 +1 3 1 +32+2+32 +1 3 1 +32 +2+32+1 3 1 +32 +2+32+1 3 1+33+2+33+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.G. ANCHOR SPACING) 1+32+2+32 +1 3 1+3241+32+1 3 1 +32 +2 +32 +1 3 1 +32 +2+32+1 3 1 +02+2+32+1 3 1+33+2 +33+1 3 1 +32 +2 +02 +1 3 1 +02+1+02 +1 3 1 +03+2+03+1 3 1 +33+2+33+1 3 1+32+2+32 +1 3 1+33 +2+13+1 3 84.000x 38.375 48.000 50.525 54.000 60.000 63.000 1 +12+2 +32 +1 2 1 +32+2 +02 +1 2 1 +02 +2402 +1' 2 1 +02+2 +02+1 2 1 +32 +2+32 +1 2 1 +32+3+32+1 2 1 +32+2+02+1 3 1 +32+2 +32+1 3 1 +32 +2 +32 +1 3 1 +02 +2+32 +1 3 1 +32+2+32 +1 3 1 +33+3+33+1 3 1 +32 +2+32+1 3 1 +12+2 +32 +1 3 1 +32+2+32+1 1 +02+2+32 +1 3 1 +33+2+33+1 3 1 +32+2 +32+1 3 1 +32 +2 +32 +1 3 1 +03+2 +33+1 3 1+32 +2 +132 +1 3 1 +32 +2+32+1 3 1 +32 +2+32 +1 3 1 +33+3+03+1 3 1 +04+3+34+1 3 1 +134 +3+34+1 3 1 +32 +2+32+1 1 +32 +2 +32 +1 3 1+32+2+32+15' 3 1 +(2+2+(2+1 31 � 3 °REF. 125 3/4" max. 1 --4-11-4-3" MIN. PE.011314'."1" s FVISED 83 cc gr:•a 3 with tkc Plod& A```� "t° Axr+az Ma - _. b = . •/ Ex €fioa Mac flrf'. / - 1 1 713 1 � 1 1 1 1 O 1 1 X 1 +32+2+32+1 3 1 +32+2 +3241 3 1 +133 +2 +33+1 3 1 +133+2 +33 +1 3 1+02 +2+32+1 3 1 +3/ +3+34+1 3 9 -108.375x38.376 48.030 50.625 54.000 80.000 63.0D 1 +32 +2 +02+1 2 1+02 +2+32+1 2 1 +132 +3+32+1 2-1+02+3+32+1 2 1 +32 +3 +32 +1 2 1+32+4+32+1 2 7 TYP. 1 +32+3+32 +1 3 1 +32+2 +32+1 3 1 +33 +3+33+1 3 1+33+3+33+1 3 1 +02+3+(3.1 3 1 +33+4+03 +1 3 MTG. RAIL, W/ QTY. OF (3) ANCHORS 1 +3)2+3+(2+1 3 1+02+2+32+1 3 1+103 +3 +33+1 3 1 +33+3+33 +1 3 1+33 +3+03+1 3 1 +3`3+4+33+1 3 EXAMPLE CLUSTER 1+33+3+33+1 3 1 +02+2+32+1 3 1 +33+3+33+1 3 1 +03+3+33+1 3 1 +133 +3+33+1 3 1+34+4 +34+1 3 (SHOWN IN TABLE KEY ABOVE) MAX. 1 +33+3+33+1 3 1 +32+2+3241 3 1 +04+3+34 +1 3 1 +04 +3 +34+1 4 1 +33+3+03+1 3 1 +34 +4+04+1 3 1 +33+3 +03 +1 3 1+02+2+32+1 3 1 +04+3+34+.1 3 1+04+3+34+1 4 1+34 +3+34+1 3 1 +05+4+35+1 3 1 ` 25 3/4' 111.003x 38.375 48.000 50.625 54,000 60.000 1+32+3+02 +1 2 1 +3 2 +2+3x+1 2 1 +32+3+32+1 2 1 +32+3+32 +1 3 1+32 +3+32+1 2 1 +(2+4+02+1 2 _.) 1--1 1/2° TYP. —3" MIN. 1+32+3+02+1 3 1 +32.2+02+1 3 1 +33+3+03+1 3 1 +,33+3+33+1 3 1 +32 +3+32+1 3 1+33+4 +33+1 3 9' REF. ` k 1 t 1 O 1 X Robert L. Clark, P.E. PE 039712 Structural 1 +02+3+32+1 3 1 +32+2 +32+1 3 1 +33+3+33+1 3 1+03+3+33+1 3 4 +33 +3+03+1 3 1+33 +4 +33+1 3 X I 1 +33+3+33 +1 3 1+(2+2+(2+1 3 1 +33+3 +33+1 3 1 +33+3+33+1 3 1+33 +3+33+1 3 1 +(4+4+3{+1 3 1 +13+3 +03+1 3 1 +32 +2+32+1 3 1 +34 +3 +34 +1 3 1 +34+3+34+1 4 1 +33+3+,33+1 3 1 +34+4 +04+1 3 MTG. RAIL, TYP. 63.000 1 +33+3+331.1 3 1 +32+2 +02+1 3 1 +34+3+04+1 3 1+34 +3+34 +1 4 1 +34 +3+34 +1 3 1 +37+4+•35+1 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS Rand Sy F.K 4115/07 a UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP ADJ Daeolgift ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) 7f..0 Ns, PA to 10N7� MsstOmm B REYISE ANCHORAGE FORM4T, HEAD 8 SILL CLUSTERS 1070TECMNOLOGYWOVE NOXOMIS. Fl. 34275 'm0 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Tore ay FJC cmrsr• F.IC 311 Ras ZlIB/� a A M,earmtay. JJ. ADD SPACE DIMENSIONS (LASS TYPES 0 THRUL mrm: 3Pi9/OS P.O. BOX 1629 NOKOMA3S.f1. 34274 Viet* Better "aoamam t7 +D a NTS 8 d 11 a�roa , 4127 -10 a.° 1 C ANCHOR QUANTITIES, XOX (1/3.113 -113) WINDOWS TABLE 8 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (06) GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE & SUBSTRATE 2,3, W0013 2, CONC 1, CONC 2,3, W000 $ CONC 1. CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SITE 31! v L HEAD & SILL HEAD & SILL -„ 1 HEAD & SILL , I HEAD & SILL -, I HEAD & SLt. -, HEAD & SILL -, 2. GLASS TYPES: A 5116° LAMI - (11$" A „090,1!8° A) -, B.smrLAmi-orkomitErmq 48.000x 38.375 46.E 50.825 54.000 60.000 83.000 1 +C2 +1 +C2+1 2 1 +C2 +1 +02+1 2 1 +02+1 +C2+1 2 1+02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2+1+C2 +1 2 0.5/18' LAMI - (1/8” HS,.090,1W HS) 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 E.7 /16'LAMI- (3116'0.0)81} 3!16'0) E. 7/18" LAMI -(3116" A, 080, 3/16' H$) 1+02 +1+02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02+1 +02 +1 3 1 +C2+1 +02 +1 3 1 +C2 +1 +C2 +1 3 F. 7/16"LAMI- (316'HS,.090,3116 "HS) 1 +02+1+{2+1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G.13/16' LAMI IG -118' OR 3116" A, 5/16' OR 3/8" SPACE, 5116' LAMI - (118" A,.090,18" A} 1 +C2 +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+C2+1 3 1+02+1 +C2 +1 3 H.13M6' LAMI IG -1/8"' OR 3/16" A. 5/16" OR 3/8' SPACE, 5/16" LAMI - (1/8' A„090,1/8' HS) I. 13/16' LAMI IG OR 3/16" A, 5/16" OR 3/8' SPACE, 5/16" LAMI HS,.090,118' HS) 1 +02+1 +02+1 3 1 +t2 +1+02 +1 3 1+02 +1 +C2 +1 3 1+02+1+1 +1 3 1+02+1+02 +1 3 1 +03+1 +03+1 -1/8' - (1/8" 3 J.13/18' LAMI IG -1/8" OR 3116' A, 3116' 0R 1/4" SPACE, 7 /16" LAMI -(3/16 A,.090, 3/18" A) 53.125x 36.375 48.000 50.525 64000 600100 63.000 1+C2+1 +C2 +1 2 1 +C2+1+C2+1 2 1 +02 +1 +02+1 2 1+02+1 +02+1 2 1 +02 +1 +C2 +1 2 1 +(2+1+(2+1 2 K. 13/16' LAMI I0 -1/8" OR 3/18' A, 3/18" OR 1/4" SPACE, 7/16' LAMI - (3/16" A„080, 3/•16' HS) 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 +C2 +1 3 1+C2+1+C2+1 3 L. 13/16" LAMI IG -1/8' OR 3116' A, 3/18' OR 114' SPACE. 7118' LAMI - (3/18" HS,.BO, 3116" HS) 1+02 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +02 +1 3 1+02 +1+C +1 3 1 +02+1 +C2 +1 3 1 +C2+1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+02 +1 +02 +1 3 1 +02+1+02 +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 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02 +1 +02 +1 3 1+02 +1 +02 +1 3 1+02 +1 +02 +1 3 1+02+1+02 +1 3 1+C2 +1+C2 +1 3 1+03 +1 +03+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 +02+1 +02+1 3 1443+1+03+1 3 HEAD &SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 253/4 "MFR. FROM CORNERS 60.000x 38.375 48.000 60.625 84.000 60.E 63 000 1+02+1 +02+1 2 1 +02+1 +02+1 2 1+02 +1 +02+1 2 1 +02+1 +C2 +1 2 1 +02 +1 +12+1 2 1 +02+1 +02+1 2 JAMBS: 8° °MAX. FROM CORNERS AND 22112" MAX O.C. 1 +C2 +1 +02+1 3 1 +02+1+02 +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 TABLE KEY: 1 +02+1 +02 +1 1+02 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +C2 +1 3 1+02 +1 +02+1 3 1 +03+1 +C3 +1 3 X O X +11 3 I1 +03 +1+02 3 F'-- ANCHOR QUANTITY PER JAMB 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1+C2+1+C2+1 3 1+02+1 +02+1 3 1 +02+1 +02 +1 3 1 +03+1 +C3 +1 3 1 }{Ep,D ANd SILL ANCHOR QUANiIiLES 1 +01 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +03+1+03 +1 3 1 +02+1 +02+1 3 1+0311+03+1 3 I 66.00)x33375 48.000 50.626 54.000 60.000 63.000 1+02 +1 +02 +1 2 1+(2+1+[2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +02+1 2 1+02+1 +02 +1 2 1+02 +1+02 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1)ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02+1 +C2 +1 3 1+02 +1+02 +1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +02+1+02 +1 3 1+02+1+C2+1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +C2+1 +(2+11 3 1 +02 +1 +02+1 3 1+02 +1 +02+1 3 1+02 +1 +02+1 3 1+03+1 +03+1 3 1 +02+1 +02+1 3 1 +02 +1 +(2 +1 3 1 +C2 +1 +02+1 3 1+03 +1 +03+1 3 1 +02+1 +C2 +1 3 1+C 3 +14(3+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.E x 38.375 48000 50.625 54.E 60.000 63 ./� 1 +02+1+02 +1 2 1 +02+1 +0241 2 1 +02+1 +02 +1 2 1 +02+1 +02+1 2 1+02 +1 +0x+1 2 1 +02+1+02 +1 2 F j 25 3/4' MAX --..1f.......-.3"8881. 1 +02+1+02 +1 3 1 +G2 +1+02 +1 3 144;20+02+1 3 1+02+1+02+1 3 1+02 +1 +02+1 3 1+ 3+1 +03+1 3 I PROSUr REVISED a nrn1rc: gaitb tLa Florida Txcild' +ag.Codo xi 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +03 +1 +03+1 3 "�F' t 1 X 1 I 1 0 1 1 X 1 +02+1+02 +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 +03 +1 +03+1 3 9 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 T- _..1 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +p+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 W/ QTY. KEY MAX. OF (3) ANCHORS ABOVE) ' 84.000x 38.375 48.000 50.626 54000 80.000 63.000 1 +02+1 +02+1 2 1+02+1 +C2 +1 2 1 +02+1 +C2 +1 2 1+02 +1+02+1 3 1+02 +1+02 +1 2 1+02 +1+02 +1 MTG. RAIL, 2 EXAMPLE TYP.— CLUSTER IN TABLE 1 +02+1+02+1 3 1 +02 +1 +02+1 3 1+02+1+02+1 3 1 +02 +1+02 +1 3 1 +02+1+02 +1 3 1 +03+1 +03 +1 3 Ea �t�� r; 01! 1+02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +02+1 +02+1 3 1+02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 (SHOWN :P .ate.... z > prz,4 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03*1 +03+1 3 1 +02+1 +03+1 3 1 +02 +1 +02+1 3 1 +03 +1+03 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02+.1 3 1 +03+1 +03+1 3 1+03+1+C3+1 4 1 +03+1+03+1 3 1 +03+1 +C+1 3 I 26 314' 1+03 +1 +03+1 3 1 +02+1+02 +1 3 1 +03+1 +03+1 3 1 +p+1 +02;+.1 4 1 +C3 +1 +03+1 3 1 +C4 +1 +04+1 4 -` -+• �� 1 �-3" MIN 88.437x38.375 48.E 50.625 54.000 60,000 63.000 1 +02 +1 +02+1 1 +C2 +1 +02+1 2 1 +02 +1+02+1 3 1 +02+1 +02+1 2 1+02 +1 +0x +1 3 1+02+1 +02 +1 2 1 +02 +1+02 +1 3 1+C2 +1 +C2+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 3 1+03 +1 +C3 +1 2' I 1 a� 7 P.E. Robert PE #39712 Smmtural 3 9" REF. x ,tI 1 1111 O 1 X �- 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +03 +1 +03+1 3 T--^.-, 1 +02+1+0+1 3 1+02 +1 +C2 +1 3 1 +03+1+03+1 3 1 +03 +1 +03+1 3 1+02 +1 +02+1 3 1 +03 +1+03+1 3 OF (4) ANCHORS 1+C2+1+C2+1 3 1 +02 +1+02 +1 3 1+C3+1+03+1 3 1 +C3+1 +C3+1 4 1 +03+1+03+1 3 1+C4+1 +C4 +1 4 MTO.RAIL,TYP. 1 +03+1 +03+1 3 1 +02 +1 +02 +1 TABLE S SELECT 3 1 +03 +1 +C3 +1 VALUES °g T° 3 1+03 +1 +03 +1 ANCHOR CAP. 'wJ 4 1 +03+1 +03+1 3 1+04 +1 +04+1 4 EXAMPLE CLUSTER W/ QTY. °� an5 ar UPDATE ANCHORAGE SPACING, XOX (1/3- 113 1/3) SUM HORIZONTAL ROLLER WINDOW IMPACT Rwwrt F.K. 10/17018 REVSE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS IOOx Nacamaa+ns NCMCO11I�8. R. �4 RetollSr: FJL F.K. Mt. X13 2/28A7S ADD SPACE Dos 9�G UIMEN91(NJ9 (31033 PIPES G THRU L 1 Vuibfy Bearer &eo"mae 110.718 NTS owt 18 d 11 a nsaxa 4927 -90 C ANCHOR QUANTmES7 XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E.F,IJ,K, L ANCHOR TYPE) & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 2 c-tj 1+02 +1 m 2 x d 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1+02 +1 3 1 +C2 +1 3 1+02 +1 3 1+02 +1 3 1 +C2 +1 1+02 +1 3 48.000 x 38.375 48.000 50.625 54.000 80.000 63.000 1 +C2 +1 2 1 +02+1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+0"2 +1 3 1 +02+1 3 1 +03+1 3 1 +02+1 1 +C2 +1 3 1 +03 +1 3 1 +02+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 1+02 +1 3 1 +02 +1 3 1 +C2 +1 3 1+02 +1 1 +03+1 1+02 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 4 1 +03 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +(x +1 3 1+03 +1 3 1 +C2 +1 3 1 +03+1 4 1 +C2 +1 3 1 +03 +1 1 +03 +1 3 1 +03+1 4 1 +03 +1 3 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+02 +2 3 1+02+1 2 2 +C2 +2 4 2 +03 +2 4 1+02 +1 1 +02 +1 3 1+02 +1 1 +02 +1 1+02 +1 1 +02 +1 1 +03+1 1 +03+1 1 +C2 +1 1 +C2 +1 1 +03+1 1+03+1 1 +03+1 1 +03+1 1 +C2 +1 1+03+1 1 +03+1 1+03+1 1 +03+1 1 +04+1 2 +C2 +2 2 +03+2 2 +C3 +2 2+03 +2 2 +04 +2 2 +04 +2 2 +C2 +2 '2+C3 +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 CD co fx 4 t' 2 1+02 +1 2 2 _0) 1 +C2 +1 m 2 1+02 +1 3 1 +C2 +1 3 1+02 +1 3 1 +02 +1 3 1+02 +1 3 1+02+1 3 1 +02+1 3 1 +C2 +1 3 1 +0x+1 3 1 +C2 +1 3 1 +02 +1 1 +03+1 3 1 +02 +1 3 1+02+1 1 +C2 +1 2 1 +02 +1 L 3 1 +C3 +1 3 2 1 +02+1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+02 +1 3 1+02 +1 3 1 +03 +1 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 1 +03+1 3 1+ +1 3 1 +03+1 3 1 +03+1 3 1 +C2 +1 3 1 +03+1 3 1+C2+1 2 1 +C2 +1 2 1 +02+1 2 1 +02+1 3 1 +C2 +1 3 1 +03+1 3 1+02 +1 3 1 +02 +1 3 1 +03+1 3 1 +03+1 3 1 +C2 +1 3 1 +03+1 3 1 +03+1 4 1 +C2 +1 3 1 +03+1 3 1 +03+1 4 1 +03+1 3 1 +C4 +1 3 1 +C2 +1 3 1 +02 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +03+2 3 1 +03 +1 1 +03 +1 3 1 +C2 +1 4 '1 +02 +1 3 2 +03+2 3 3 2 +03+2 3 1 +03+1 4 1 +03 +1 3 2 +04+2 4 1 +03 +1 2 +02 +2 4 1 +03+1 3 1 +C2 +1 2 2+04 +2 2 +02+2 4 3 2+02 +2 4 1 +C2 +1 3 2 +C3 +2 3 3 2 +03+2 3 2 +03+2 4 1+02 +1 2 +03 +2 3 2+03 +2 4 1+02 +1 3 2 +03+2 4 2 +03+2 4 1 +02 +1 3 2 +03+2 4 2+03+2 4 1 +C3 +1 3 2+04 +2 4 2 +03+2 4 1 +03+1 3 2 +04+2 4 1 +03 +1 4 1 +03+1 3 2+04 +2 4 2+03 +2 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 2 +C2 +2 2 2+02 +2 3 2+02 +2 4 1 +03+1 3 2 +02 +2 2 2+04 +2 2+02 +2 4 3 2 +C3 +2 4 2 +C2 +2 3 2+03 +2 4 2+03 +2 4 2+02 +2 3 2 +03 +2 4 2+03 +2 4 2 +02 +2 3 2 +03+2 4 2 +03 +2 4 2 +02 +2 2 +03+2 4 2+03 +2 4 2+03+2 3 2+04 +2 4 2 +C3 +2 4 2 +03+2 3 2 +C4 +2 4 2 +03 +2 4 1 +03 +1 3 2+04 +2 4 2 +03 +2 5 2 +03+2 3 2+04 +2 4 2 +03 +2 4 1 +03 +1 3 2+04 +2 4 2 +C4 +2 5 2+03 +2, 4 2 +C4 +2 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO 534 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (118'A,.090,1/8' A) B. 5/16' LAMI - (118" A,.090,1/8' HS) C. 5116" 1.AM1- (1/8' HS,.090, 1W HS) D. 7/18" LAMI - (3/18* A,.080, 3/16' A) E. 7/18' LAMI - (3/16" A,.080. 3/18' HS) F. 7/16° LAMI - (3/16' HS,.090, 3/16' HS) G.13/16" LAMI 10 - 1/8' OR 3/16' A, 5/16" OR 318' SPACE, 5/16" LAMI H. 13/18' LAMI 10 -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13118' LAMI IG - 1/8" OR 3/16" A, 5/18' OR 318" SPACE, 5/16' LAMI - J. 13/16' LAMI 10 -118' OR 3/16" A, 3/16° OR 114' SPACE, 7/16" LAMI - K. 13/18' LAMI IG -1/8' OR 3/16" A, 3/16' OR 114' SPACE, 7/18' LAMI - L 13/16' LAMI 10 - 1/8" OR 3118" A, 3/16' OR 1/4" SPACE, 7/16' LAMI - (1/8 ".0,.090, UB' A) - (1/8" A,.090, 1/8' HS) (1/8' HS,.090, 1/8" HS) (3116'.0..090, 3116'A) (3116' A,.090, 3/16' HS) - (3/18' HS,.090, 3116' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: O 2+03+2 ! 3 j-..- -- ANCHOR QUANTITY PER JAMB IHEAD 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 L 9' REF. i r (3' MIN. O.G. ANCHOR SPACING) 83/4 "MAX. - 1 f+--3" MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1 9° REF. 1 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 8 3/4° MAX. -+ {+ 1 1/2" TYP. I -.--3' MIN. PRODIJCTTLL'J72BD ea cmap';'s,; wig:: ilia Florida BniMing Co Awtmxs No. ��iXj F;p'¢adon Pmc l£ tJi ' ^ 1/ By i4, `� I:.:,. ,.:.. 1°imdoct ♦,.,,, By F.K MAK 4/15107 RaWIDAW CHG.TABLES TO S, a SELECT VALUES DUE TO ANCHOR CAP. AOJ ro.mar F.K Par 10/17/06 6 REVOSEANCHOORAGE FORMAT, HEAD & SILL CLUSTERS R..,esy FX. Orson* F.K Deer 5'13106 °°2/2506 Rnebs A chard ex J.J. ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L 10707ECHNOLOGY DRIVE NOKCMIIS, FL 34279 P.C. BOX 1628 NOKOMIS, FL 34274 ec;r_ Visibly Better ANCHORAGE SPACING, OXANDXO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sabelatle HR710 10 d 11 autorma 4127 -10 Robert L Clerk PE PE 639712 Structural 8 8 MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 13/4' MIN. E.D. TYP. NOTE 18 CONCRETE ANCHOR, NOTE 1 1 /4' MAX. SHIM WOOD ANCHOR, NOTE 2 DETAIL A 1/4° MAX. SHIM 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 8 1 3/8' MIN. 1 3/8' IN 114' MAX. SHIM CONCRETE ANCHOR, NOTE 1 b SH5M 1 s. (( 13/4' F EXTERIOR INTERIOR ° MIN. E.D (H & SILL DETAILS A, B & , C. D, H) .... TYP. -r 4 (JAMB DETAILS E, F & I) EXTERIOR 1 1/4' MIN. (1.5 KSI CMU) ,'" OR PER NOTE 1 8 ' (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO 8 TAPCONS EMBEDED 13/8° MIN. OR 1/4' 854 CRETE -FLEX EMBEDED 13/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY. USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX WITH 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'. Ix 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 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 ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDTI7ON. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1/4' SMAX. SHIM :NOTE 18 4 13/4' MIN. MIN 3.4 K3� E.D. TYP. CONCRETE DETAIL C 2x BUCK, DETAIL D NOTE 3 DETAIL 11 (HEAD NAILING .131 DI& MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G. H & 1. SEE 318° MIN. 8 NAIUNG TYPICAL FLANGE FRAME SILL SECTIONS FJL a.. 4/1607 REVISE NOTES ADD I.F. FRAME.. BCHG. REGWING NOTE 5T TO Fmc, �r a rEDRfON' Romer F.K. R.rmday F.K boa: 10/17/00 oar 3113108 RaraYnea A B REVISE EDGE DST. EMBEDMENT& SNr. REFERENCES ADD NOTE 8. Ore= ar. F.K 2&V8 cumeda7 J.J. arams 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1628 NOKOMIS. FL 34274 Ex• r Dab .f 7,24, DETAIL G (SILL)® DETAIL I (JAMB) 8 TYPICAL INTEGRAL FIN FRAME SECTIONS 1'GT Visibly Berner ANCHORAGE DETAILS Tar ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sorowtfadat 151710 amtr SMN: I aarakt pew Half I 11 s 11 4127 -10 ` C /47/ RoLei1 L. Clark P.E. PE 6138712 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: S tMicc�T (..�1t40ow 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.maimidade.gov/buildinecode 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 C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, F.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- .,. No. FTL 3587 dated 10/8/02, signed and sealed by Jo e Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0 ; .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced. Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11 /10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex DIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th 'es C -740 Aluminum Casement Window L.M.I., approved , . 0 . 3/06, exp'1F� :_�O /22/08. NOA No. i ;_; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 Manuel P Product Con P.P. iner NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LiTE OF 1 /8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF 0_ SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" 1.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR i44 "XOX" &'O" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. L,4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. g6,7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, Flt- 3587, FTL -3729, FTL4607 AND FTL -4608. x i CONFIGURATIONS OPTIONS 0 0 ixI x 1 x x 0 0 x 1 x x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 PRODUCT R£4 LIVED cam;rl }•;aq orle eic Hands !laid'^.31:1/s es: -O Ren4$c EX. 0 3125103 Rev;akoa: B ADD 13!18.1.0. B MOVE GLADNGDETABS TO SHEET . F.K. FX D.� 7/10/03 NO CHANGE THISSHEET Rem) Or m" EX 6423/05 Duren Dew F.i( 12/12/02 D ADD 78'HT., GLASS TYPES FAND G. REVISE ANCHORAGE. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMS. FL 34274 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT sue., CA-740 Snit NTS t 1 " 13 I � 7045-8 D Lucas A. Turner. P.E. PE 858201 Mechanical A 1/8" ANNEALED OR .090 PVB INTERLAYER 86 GLASS HEAT STRENGTHENED 1 I.._. 1/8" HEAT STRENGTHENED GLASS _, 30 31 3/8" AIR SPACE — 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13116" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8° HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16° HEAT r — STRENGTHENED GLASS i .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. WI 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL PINtide PRODI3r..7 �. Via.:.• 0 Rand. 3!28/03 F.K 7/10/03 kormitt RK 0..163: F.K 8/23105 REDRAW MAINE; DETAILS ADD 13116'L.G. knmane C NO CHANGE 77-0S SHEET Itermons 0 ADD 1.116' LAW LG. W/ 7/161 AbII 6 CORRECT 5/16' LAMI DETAIL Daar 033/25/03 Cambia las Data: 1076 TEChNOLOGYDRIVE NOKOMIS, FL 34275 P.O. SOX 1526 NOKOMIS, FL 34274 PST Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA-745 NTS 2 K 13 7045-8 . Lucas A. Tumor, P.E. PE 036201 Meehardcal CENTERLINE 1 1/2" 1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX O.C. 4" MAX. 4° MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 4I�I 711111 4" MAX 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING �\ DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 4" MAX. / \ / </X ///):c > Y X \ SEE MEETING \ RAIL/DETAIL (2) \ O / A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX. 1 I 141/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) 30" MAX. DAYLIGHT OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION / / I/ v iv �. \ /X Y X / \- \ O / \\ \ A 69" MAX DAYLIGHT OPENING A 76" MAX. HEIGHT 13" MAX. O.C. 1 1 % �— —I 141/2" MAX. O.C. VENT HEAD & SILL ONLY 37" MAX. 60" MAX. FIXED -t SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) ssme,. F.K 044 5/25103 CHANGE SHEET NO. REFERENCES Aftsttar F.K 7/1003 7i4viYr,a ADD HINGE LOCA7 ON DETAILS F.K ZL/0 1: CHANGE MAX HT. TO AY AND MAX DLO TO 6.8' 1:44"3,: F.K 12/17/02 CESCaa}ay a"4' 1070 TECHNOLOGY DRIVE 7477(01116. FL 34275 P.O. SOX 1529 1107(011(6. R. 34274 P T ViirZNj>5�r.$3rtor XX" & '7COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS rt. 3 13 7045 -8 z Lucas A Tumor, P.E. PE 958201 Mechanlaal DENOTES HINGE LOCATION AT HEAD & SILL OF X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2° MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 4" MAX. I 4" MAX. L ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 76" MAX HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" 14 1/2" MAX. O.C. 30° MAX' 53" MAX DAYLIGHT DAYLIGHT OPENING OPENING 97" MAX. WIDTH SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING L__ MAX. 4" --I (- ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) I --- x(--13" MAX. O.C. 4" MAX. 1--- -. -13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX DAYLIGHT OPENING A 76" MAX HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 37" MAX. VE T — 60" MAX FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) A 76" MAX. HEIGHT r Rend Br P..K 3/2&03 5 CHANGE SHEET NO REFERENCES Render F.K Read Sy. F.K Deemer F.K bats: 0/29/05 Date: 7/10/03 om 17117/02 C M a Cheekade7: F.K ADD HINGE OETAIL 8 HINGE LOCATION NOTES CHANGE MAX, HT. TO 76' AND MAX DLO TO 69' Date 1070 TECHNOLOGY CANE N0 CC.W3, FL 34275 P.O. 89 1523 NOKOMIS. FL 34274 ru-r_ Vilrn, 'e$ener X "0", "xO "& "OX'` ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Srosafboft NTS ®art 4 v 13 w 7045 -8 (Vr /off' Wow A. Turner, P.E. PE 48201 Mechanical / i / f Q h I --- x(--13" MAX. O.C. 4" MAX. 1--- -. -13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX DAYLIGHT OPENING A 76" MAX HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 37" MAX. VE T — 60" MAX FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) A 76" MAX. HEIGHT r Rend Br P..K 3/2&03 5 CHANGE SHEET NO REFERENCES Render F.K Read Sy. F.K Deemer F.K bats: 0/29/05 Date: 7/10/03 om 17117/02 C M a Cheekade7: F.K ADD HINGE OETAIL 8 HINGE LOCATION NOTES CHANGE MAX, HT. TO 76' AND MAX DLO TO 69' Date 1070 TECHNOLOGY CANE N0 CC.W3, FL 34275 P.O. 89 1523 NOKOMIS. FL 34274 ru-r_ Vilrn, 'e$ener X "0", "xO "& "OX'` ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Srosafboft NTS ®art 4 v 13 w 7045 -8 (Vr /off' Wow A. Turner, P.E. PE 48201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1/8 "1-IS) "X" _WIDTH HEIGHT 26 31 36 <383! 8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19118 A -90.0 70.0 -90.0 70.01 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0-70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 - 81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26 1/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.8 70.0 -79.9 70.0 -75.4 70.0 -724 70.0 -69.9 69.9 -67.8 67.8 -86.2 66.2 -65.0 65.0 - 63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 - 68.4 68.4 -63.9 63.9 - 60.0 60.0 - 58.5 58.5 -58.2 56.2 -53.4 53.4 51.3 51.3 - 49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -58.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 - 45.6 45.6 - 43.9 43.9 -42.2 422 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0_ - 87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 . 48.6 48.6 - 45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 - 80.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 Iloimicrarristo `. 2. I 1x Yk4.; 1Li_� 8,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 a, - 75.0 70.0 -75.0 70.0 -73.7 70. -67.9 67.9 59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/18" LAMI (3/16 "A,.090,3 /18"HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.01 70.0 pROpgC. RENEWED the Fled& Sulam; Cada .tvseptaan flo 1.2; 0. TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8 A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 78" HIGH -55.0 NOTES: X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 7-""-- fj�� Woes A. Tuner, P.E. PE 4513201 Mechanical ,per � 3stor 9e s ADD GLASS TYPE E TO TARES r & 4 PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT oa FX FX 7/10103 Revisions : C NO Cf1At✓GETHIS SHEET f97NOKOMI FL 342 DRIVE NOXOA99, FL 34275' P.O'SOX 1529 NOXOMIS, FL 34274 �^ FX "°� 0/23105 D REVISE' Mwnex F.K. Dike 12/17/02 C1ama9p. ANCHORS &ADD 7&' HEIGHT OPTION Date. 1 Vibibly Better CA.740 s az NTS mw 5 a 13 wwwery 7045 -8 "er D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH 37 GLAZING OPTION: A 5/16" LAMI (1/8"A,.090,1/8 "HS) HEIGHT 26 31 36 ' 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG -75.0 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 53 1/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 -65.5 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.8 48.6 -45.2 45.2 -42.4 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 X X 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A , -75.0 70.0 , -75.0 70.0 , -73.7 70.0 , -67.9 67.9 , -59.0 59.0 -52.8 52.8 -49.9 49.9) -46.4 46.4 -43.5 43.5 , -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8915,3/8" SPACE,5/16" LAMI -W/ 1 /8"HS,.090,1 /8"HS) ALL "XX" SIZES UP TO 74" WIDE x 83" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3!16 "A,.090,3 /16"HS) ALL XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3116"1S) ALL XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.0 [ 55.0 A NOTES: [� 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rye. ResatEV 444a 5F F.K. Mitc REVISE ANCHORS- 8 ADD TABLES 7r HEIGHT OPTION Dow Sr F.K 0ffi": 12/17/0.2 CMCfeUBT 1070 TECHNOLOGY DRIVE NOKOMIS, L 34276 P.O. BOX 1621 NOKOLOS. FL 34274 I IT T Visibly Better PRESSURES- XX CONFIG. WINDOWS Takc ALUMINUM CASEMENT WINDOW, IMPACT 0 04740 NTS 13 0.„a 7045 -8 llf2! /�'S Luse A T,tn01, P.E. PE 408201 Mechanical COMPARATIVE ANALYSIS TABLE 6. "0" & °1/4-1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4808 GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8"HS) B. 5/16" LAMI (1111'HS,.090,1/8"HS) C.7/16° LAMI (3/16A,.090,3/16"HS) E. 13/18" LAMI (l/8"HS,3/8" SPACE,5118° LAMI -W/ 1/8°HS,.0901/8 "HST' F.13/16' LAMI (1I8°AAIR SPACE, 7 /16" LAMI -W/ 3/15"A,.090,3/16"HS) HEIGHT WIDTHS "O" "XOX° A 36 72 B,E C,F A 37 74 B,E C,F A 3912 79 ) B,E C,F A 42 84 I B,E C,F A ' 90 B,E C,F A 48 96 B,E C,F A 5012 101 B,E C,F A 531/8 108 3/8 B,E C,F A 54 108 B,E C,F A 5512 111 B,E C,F A 67 114 13,9 C,F A 58 12 117 B,E C,F A 60 120 B,E C,F 26 31 NEC POS NEG -75.0 70.0 -75.0 -76.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -75.0 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 , -75.0 - 75.0 70.0 -75.0 - 90.0 70.0, -90.0 -75.0 70.0 -75.0 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 - 75.0 70.0 -70.3 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -85.0 - 75.0 70.0 -75.0 -90.0 70,0 - -90.0 - 75.0 70.0 -60.8 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 - 75.0 70.0, -58.7 - 75.0 70.0 -75.0 -90.0, 70.0 -90.0 - 75.0 70.0 -58.2 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 - 75.0 70.0 -57.1 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -562 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -74.2 70.0 -55.0 -76.0 70.0 -75.0 -90.0 70.0 -90.0 -72.9 70.0 -53.4 -75.0 70.0 -75.0 -90.0 70.0 -90.0 36 38 3/8 43 48 50 5/8 54 80 83 67 72 78 POS NEG PDS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEG1P05 70.0 -75.0 70.0 - 70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 61.1 -47.9 47.9 -44.8 44.8 -422 422 -39.7 39.7 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 . -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 -55.0f 55.0 - 55.0155.0 70.0 -73.7 70.0 57.9 87.9 50.0 59.0 -52.8 52.8 -49.9 49.9 48.4 46,4 -43.5 43.5 .41.1 41.1 -38.6 38.6 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 - 90.0 70.0, -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0. -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 - 55.0155.0 -55.0 x55.0 70.0 -67.8 67.8 -82.1 62.1 -55.7 55.7 -49.8 49.8, -46.9 46.9 -43.6 43.6, -41.1 41.1 -38.6 38.6 38.5 38.5 70.0. -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 87.4 70.0 -832 70.0 - 55.0155.0 - 55.0155.0 -58.of 55.0 70.0 -62.4 82.4, - 58.4 58.4 -63.3 63.3 -58.4 56.4 -53.4 53.4 -50.0 50.0 -48.9 48.9 - 44.3 44.3 -41.9 41.9 70.0, - 76.0 70.0, - 75.0 70.0, -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.8 70.0 - 55.01-55.0 -5601 65.0 -65.01 55.0 70.0 - 58.0 58.0 - 54.6 54.6 -59.3 59.3 53.8 53.8 -50.9 50.9 -47,5 47.5' -44.7 44.7 -42.1 42.1 - 39.7 39.7 70.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0. -882 70.0 -81.8 70.0 -76.9 70.0 - 72.4 70.0 -892 692 55.0155.0 -65.0j 55.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51,4 -48.8 48.6 45.3 -42.5 42.5 - 40.4 40.4 -38.4 38.4 70.0 -75.0 70.0 - 75.0 70.0 -760 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 - 55.0155.01 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 87.3 - 84.1 64.1 - 55.0155.0 - 55.0155.0 - 5321532 80.8 -51.3 51.3 - 48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 48.9 -43.5 43.5 -41.3 41.3 -392 392 -37.1 371, 70,0 -75.0 70.0 75,0 70.0, -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -74.3 70.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 70.0 -812 70.0, -75.7 70.0 -70.3 70,0 -68.8 86.8 -63.5 63.5 -80.5 60.5 - 55.0155.0 - 52.6152.8 - 49.6149.8 58.7 - 48.7 48.7 -45.4 45,4 -50.0 50.0 -46.1 48.1 -442 44.2 -422 42.2, -40.1 40.1 - 38.0 38.0 -382 36.2 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 70.0 -90.0 70.0 -90.0 70.0 -88.8 70.0 -76.4 70.0 -71.1 70.0 -66.5 68.5. -83.0 63.0 -60.0 60.0 -57.3 57.3 -53.81 53.8, - 49.4149.4 - 4821482 58.2 -47.9 47.9 - 44.5 44,5 -49.1 49.1 -45.3 45.3 43.4 43.4 41,9 41.9' -39.8 39.8 -37.6 37.6 - 358 35.9 70.0, - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0, -76.0 70.0 - 75.0 70.0 - 71.8 70.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 -85.4 65.4 51.8 61.8 -59.1 59.1 -584 58.4 - 52.8152.8 -48.41 48.4 67.1 48.4 48.4 43,3 43.3 -47.5 47.5 -43.9 43.9 -422 42.2 -40.8 40.8 -39.1 39.1 .372 372 - 35.4 35.4 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0. -75.0 70.0 -76.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 4521452 70.0 - 90.0 70.0 - 90.0 70.0 -84.3 70.0 582 -44.8 44.8 42.1 42.1 462 482 -72.5 '-42.5 70.0 -68.4 68.4 -63.6 83.6 -80.1 60.1 57.5 67.5 -54.8 54.8 -51.1151.1 - 468146.8 - 43.6143.6 42.5 -412 412 -39.8 39.8 -38.5 38.5 -38.7 36.7' 70.0 -75,0 70.0 - 75.0 70.0 -75.9 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 73.3 70.0 - 34.8 34.8 -89.8 69.6 70.0 - 90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -88.7 88.7 -81.8 e19 -58.7 58.7 - 55.8 65.9 -53.2 632 49.4149.4, -452J 45.2 -42.81 42.8 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 -402 402 -38.7 38.7 37.8 37.6 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70A -76.0 70.0 -75.0 70.0 -75.0 70.0 -38.1 38,11 -722 70.0 -34.2 342' -68A 68,4 70.0 - 90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 -84.9 64.9 -60.4 80.4 -57.3 57.3 54.5 54.5 -51.8 51.6 47.81 47.8 - 43.8143.8 -41.7141.7 53.4 -422 422 -39.7 39.7 43.5 43.5 40.4 40.4 -38.2 392 -37.6 37.8 -36.7 36.7 - 35.6 35.5 - 33.7 33.7 70.0 - 76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 - 87.4 87.4 70.0 -90.0 70.0 -80.0 70A -77.1 70.0 -87.3 87.3 -83.3 83.3 -59.1 59.1 -55.9 558 -53.0 53.0 50.0 50.048.3148.3 -42.8142.8 40.81409 TABLE 7. "0" & "1/4 -12 -114 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: D. 7118" LAMI (3N6"HS,.090,3/16"HS) ALL "0" SIZES UP TO 60" WIDE x 83" HIGH AND ALL " 1/4-1/2 -1/4 XOX° SIZES UP TO 120" WIDE x 63° HIGH 1- 90.0170.0 TABLE 7A. & "114-12 -1/4 XOX° WINDOWS TEST REPORTS: FTL -4807, FTL4608 GLAZING OPTIONS: D. 7/16" LAMI (3/161HS,.090,3/16"HS) G.13/16° LAMI (118 "A,AIR SPACE, 7 /18" LAMI -W! 3/18"HS,.090,3/16"HS) ALL "0" SIZES UP TO 60" WIDE x76" HIGH AND ALL "1 /4-12- 1 /4 XOX" SIZES UP TO 120 " WIDE x 78" HIGH 1556165.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2.1F INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 4 x 1 2 0 1 4 x 0 rnouvcrunwom SoldireCada Render 04w norm= F,K 3/2603 0 ADD GLASS TYPE TO TABLE ben Items= 7/10183 C NO CHANGE THIS SHEET Rwndilr 841e Amid.= FK. 823105 D Render F.K CHANGE ANCHORS AND ADD 76-Kr. OPTION 8m. er Des F.K. 12/17/02 condadar 1070 TECHNOLOGY DRIVE NOXOM?S, A 34275 P.O. S0[ 1528 N01KOM19, FL 34274 Visibly Beaes PRESSURES- 0 & 114- 1/2 -1/4 XOX CONFIC. WINDOWS 1A" ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS Slost a 13 waft.. rr- 7045 -8 D Lucas A. Turner, P.E PE 058201 Mechanicei COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & 9/3- 113 -113 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (118 "A,.090,1 /8"HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS 37 551/2 A -75.0 70.0 -75.0 `70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 792/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 69.5 - 87.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 84.9 84.9 - 82.7 82.7 - 80.4 60.4 60 90 A -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 - 63.9 63.9 -60.0 60.0 - 58.5 58.5 - 56.2 56.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 53.8 53.8 50,4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -86.4 66.4 -58.2 58.2 -55.6 55.6 - 52.6 52.6 - 49.4 49.4 -45.9 45.9 - 43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 - 45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 - 39.7 39.7 74 111 A -75.0 70.0 - 75.0 70.0 -73.7 70.0 - 67.9 67.9 -59.0 59.0 -52.8 52.8 - 49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. , "XO" or "OX" & 113- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL 1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 1 3 X 1 3 O X X O 0 X TABLE 10. "XO "or "OX" & "1/3- 1/3- 1/3XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/18"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 113 -113 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 10A. "XO "or"OX" & "1/3-1/3-1/3 XOX'' WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4808 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE,7 116" LAMI -W/ 3/16 "A,.090,3 /18"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3- 113 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH -55.01 55.0 A NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Dargn FK e B ADO GLASS TYPE ETD TABLE 9 F.K Rood aF F 7/10/03 85 c Reviews: N0 CHANGE THIS SHEET CHANGE ANCHORS AND ADD 78" HEIGHT OPTION miner F.K 12/17/02 **eked 87 1070 TECHNOLOGY OWE NOKCMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PG-T.- PRESSURES- XO, OX, & 1/3- 1/3- 1/3XOX WINDOWS Tax ALUMINUM CASEMENT WINDOW, IMPACT V)stb& Berner dde� CA.740 NTS 8 a 13 Dmodg 7045 -8 Weer A. Tumor, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or 'or & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FT1.- -3682, FTL -3729, FTL -4607, FTL -4608 A. 5/16" LAMI (1 /8"A,.090,1/8"HS) B. 5/18" LAMI (1 /8"HS,.090,1 /8"HS) C. 7116" LAMI (3/18°A,.090,3/18"HS) E. 13/16" LAMI (1181-18,3/8" SPACE ,5/16" LAMI -W/ t/8"H3,.090,1/8"HS) F. 13/18' LAMI (1/8°A, AIR SPACE, 7116" LAMI-WI 3/16"A,.090,3/18"HS) HEIGHT WIDTHS SIZES UP TO 97" WIDE x 83" HIGH WITH 37" MAX ALL °ALL °XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37° MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND '9(0" or "OX" VENT WIDTH AND 80° MAX. FIXED WIDTH 26 36 383/8 43 48 505/8 54 57 80 63 67 72 76 "X0X° VENT FIXED NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEC P05 NEG POS NEC POS NEG1POS NEG IPOS NEC1P05 69.284 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 84.9 64.9 -80.680.6 - 58.1 58.1 - 58.1 58.1 - 53.3 53.3 -50.5 50.5 B,E - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 C,F -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 55.0155.0 -55.01 55.0 -55.01 55.0 86.919 24 38.919 A -75.0 70.0 -89.1 89.1 -83.4 83.4 -565 56.5 - 50.4 50.4 -47.5 47.5 -44.1 44.1 -41.8 41.6 - 392 392 - 38.9 36.9 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 0 F -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 - 852 70.0 -55.0155.0 - 55.01 55.0 -55.01 55.0 95.973 27 42.973 A -75.0 70.0 -80.5 80.5 -57.2 57.2 -62.1 62.1 - 55.2 55.2 -52.6 52.6 -49.1 49.1 -482 462 -43.8 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -67.0 70.0 -81.9 70.0 77.2 70.0 -73.1 70.0 -55.01 55.0 - 55.0155.0 - 55.0155.0 108.649 30 48.849 A -75.0 70.0 - 53.5 53.5 - 50.4 50.4 - 54.5 54.5 -50.7 50.7 -482 482 - 44.9 44.9 -42.0 42.0 - 40.1 40.1 - 38.0 38.0 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -84.7 70.0 -79.5 70.0 -73.8 70.0 ,89.7 89.7 -68.3 68.3 - 83.1 63.1 - 55.0155.0 - 55.0155.0 -52.21 52.2 115.892 32 51.892 A -75.0 70.0 49.9 49.9 - 48.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 42.7 42.7 - 40.7 40.7 -38.8 38.8 -38.6 36.6 B,E -75.0 70.0 75.01 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 0 F - 90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 - 78.8 70.0 -73.2 70.0 -68.3 88.3 -64.8 64.8 -81.4 81.4 -58.8 58.8 - 55.0155.0 - 50.9150.9 - 47.7147.7 122 33.687 - 54.827 A - 75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.6 - 35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -65.8 70.0 -74.0 70.0 - 69.4 89.4 -64.7 64.7 -61.0 61.0 - 58.4 58.4 -56.7 55.7 - 52.1152.1 -47.7147.7 - 44.6144.6 123.135 34 55.135 A -75.0 70.0 - 48.8 46.8 - 43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 - 39.3 39.3 -37.3 37.3 - 35.5 35.5 B,E -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -85.0 70.0 -73.1 70.0 -88.8 88.8 - 84.1 64.1 - 60.5 80.5 -57.9 57.9 -55.2 552 - 51.5151.5 4721472 ;44.0144.0 128.000 34.791 58.418 A -75.0 70.0 45.5 45.5 -42.6 42.6 48.7 48.7 -43.1 43.1 -41.6 41.8 -402 40.2 -38.7 38.7 -38.9 36.9 -35.0 35.0 0,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 - 71.3 70.0 37.3 87.3 -82.5 62.5 :- 592 592 - 58.5 58.5 -53.8 53.8 - 50.1150.1 45.8145.8 43.0143.0 130 35.896 58.209 A -74.4 70.0 -43.8 434 -41.2 41.2 - 45.1 45.1 -41.6 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 - 382 362 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -72.4 70.0 - 88.8 88.8_ C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 - 4 8 . 1 1 -43.9143.9 -41.91 41.9 130.378 36 58.378 A -74.3 70.0 43.5 43.5 41.0 41.0 45.0 45.0 41.4 41.4 40.3 40.3 - 38.8 35.8 - 37.8 37.6 -36.1 36.1 - 34.3 34.3 B,E - 75.0 70.0 75.0 70.0 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -72.3 70.0 -88.5 88.5 C,F - 90.0 70.0 -90.0 70.0 - 9 0 . 0 7 0 . 0 -79.6 7 0 . 0 -89.1 89.1 -85.1 65.1 -60.5 60.5 - 57.4 57.4 - 54.6 84.8 -51.7 51.7 - 48.0148.0 43.8143.8 41.8141.8 134 37 60 A -72.9 70.0 -422 42.2 - 39.7 39.7 -43.5 43.5 - 40.4 40.4 - 392 39.2 -37.7 37.7 - 38.7 38.7 -35.5 355 - 33.7 33.7 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 73.3 70.0 -71.0 70.0 47.4 67.4 C,F - 9 0 . 0 70 . 0 - 90 . 0 7 0 . 0 - 90 . 0 7 0 . 0 - 71 , 1 7 0 . 0 - 8 7 . 3 8 7 , 3 - 8 3 . 3 6 3 . 3 - 59 , 1 59.1 - 55.9 55.9 - 53.0 53.0 -50.0 50.0_46.3148.3 42.8142.8 40.8140.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. '7(0" or "OX" & 'XO UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18° LAMI (3/1811S,.090,3/18"HS) SIZES UP TO 97" WIDE x 83" HIGH WITH 37" MAX ALL °ALL °XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37° MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND '9(0" or "OX" VENT WIDTH AND 80° MAX. FIXED WIDTH I -96.0 70.0 TABLE 12A. %(O" or "OX" & "XOX° UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL-4607, FTL4608 GLAZING OPTIONS: D. 7/16° LAMI (3/16'1iS,.090,3/16°HS) G. 13/18" LAMI (1/8"A,AIR SPACE .7 /18" LAMI -W/ 3/16"HS,.090,3116"HS) ALL °XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37' MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL "X0° or "OX" SIZES UP 70 97" WIDE x 78" HIGH WITH 37° MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH I -55.0 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. x O x UNEQUAL UTES x O UNEQUAL LITES 0 x UNEQUAL LITES vilom T RE°1 -cg0 weds she Mesa ,i 11 i1Yviia� PRODUCE' RENE FA as ease p rAft tl:eElralds Asecpb .at Y.'o Rnb aF FJC 325/03 B ADD GLASS TYPES TO TABLE 11 FR Dm: 7/10/03 Rtovlsbra NO CHANGE THIS SHEET FK 6/23108 keviekvor 0 CHANGE ANCHORS AND ADD 79' HEIGHT OPTION mamEtx F.K 12/17/02 avatreaer. 1370 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.O. SOX 1529 NOXOMIS, FL 34274 �GZ Visibly Better PRESSURES- UNEQUAL CONFKJ. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT aatisu4. 04-740 9 - 13 or°°wafm 7045 -8 R°. A �1�2f /oC Lucas A. Turner. PE. PE 0513201 Machm,kal MAX. VENT DAYLIGHT O OPENING 0 (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. FIXED LITE DAYLIGHT OPENING an (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q ,'REFERENCE 'XX" FRAME ASSEMBLY DETAIL, SHEET 11 Q i „ (1�11)1 I MAX. VENT Ilm ? ui y I •— DAYLIGHT OPENING 0 g1 1 0 (SEE SHT. 3) 0 0 MAX. WIDTH (SEE HT. 3) 000 If 000 MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT HORIZONTAL SECTION - XX WWI MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCT RENEWED As�Pb�wlt9meFb�c eptffiamNO'; ., 1/ 0at0 Ra, F.K endow 8 ADD lane' La GLAZING BEAD ITEM Ama F.K doodle FR FK 7/1003 Dam om� 12/17/02 wu""ec 0 deradono Cockade, SNOW TOP HINGE ONO SHT. NO. REF. AND ADD ITEM 89 »era 1070 TECUNOLOOYDRIVE NOKOAB$ IL 34270 P.O. SOX 182/ NOKOMIS, FL 34274 �T- Visibly aster SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT bacasecdo CA -740 s swat NTS 10 a, 13 auwwura. 7045 -8 e7/ l v Vu/ /r Luca" A Turret, P.E. PE 088201 Mechanical #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 TUBE, MATL: 6063-T6 i 3" APART AT MID -SPAN °X" FRAME JAMB "X" FRAME JAMB 1-1211 ; T "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL Tj1.376" .095" I. CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .434" 2.854" 062° NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 2.784° 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A L2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A FX Oak 325103 a°,mmtx 8 NO CHANCE THIS SHEET Ibmd FX Arad ar. FX Dom 7/10/03 82305 : C Revisions NO CHANGE 7108 SHEET ADO IT8N 89 A.nAT F.K 12/17/02 a"end m"c 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. BOX 1029 NOKOMIS 11.34274 PST V stb6 Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 1▪ 1 " 13 7045-8 Lucas 9. Tune, P.E. PE 428201 Machanh;Pl PARTS LIST ITEM DWG PGT. # DESCRIPTION 7002A MAIN FRAME -BEAD, SILL & JAMBS 2 1155 781PQA 08 X 1 QUAD PB SMS 3 7008 FRAME CORNER KEY 4 I/2"Xl/27l/8" CIASED- CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 1155 78IPQA 48 X I QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK 10 LOCK SUPPORT PLATE 11 410 -24 X .562 P1L PN. TYPE F 12 7014 MULTI -LOCK KEEPER (1313. & L H.) 13 1157 78X78PPSMS 48 X.875 PE P10. SMS 14 7013 TIE BAR GUIDE 15 7015 T1E BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIS DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 68-32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA 48 X 5/8' FLT. PHI. SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -0NHANDLB 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP 410 X .500 PIL 1'H . 30 5/16° LAMINATED (1/SA & 1/81IS GLASS) .090INTERLAYER- SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/SHS & 1/8135 GLASS) .090INTERIAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 DI ERL 9YER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/1680S & 3/16103 GLASS) .090INTERIAYER- SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16`) 41 7042 GLAZING BEAD /16") 43 1224 617247 VINYL BULB WSTP (THICK) 44 SILICONE -DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B 68 X .500 SQ. PN. TEK SAS 67 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X1PPT 912 X I" PIL PHIL TEK 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 /ELDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 68 X.750 QUAD PN SMS 80 700M FIXED WINDOW FRAME - HEAD, SILL& JAMBS 81 1135 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 13/16° LG. GLASS (1/8"R8, AIR SPACE 5/16"LAM1) 5/16" LAMI (2) LITES OF 1/8"ES GLASS WITH AN.090 1NTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" J.G. GLASS (1/8°HS, AIR SPACE, 7/16 "LAMI) 7/16° LAMI= 3/16A & 3/16135 GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/811S, AIR SPACE, 7 /16"IAMI) 7/16" LAMJ= 3/16113 & 3/16133 GLASS WITH AN.0901NTFRLAYER- SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) A .706" .050" .865" 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" ----+ .050" .865° 41 7116" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" - l}-' ' 1.000" .423" ( 50 J CASEMENT SCREEN FRAME MATL: 6063-T6 DWG# 7006 803" " - 9T Er 289 r-- .172" .870" -F---I 1I050" h- .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 --"-1 1.124"r-- .125" .062" A INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 PAM= RENEWED as tomF►g19gs 115 the F ? Cade • Na 110E 2.701 .093" 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A aF FK wkc 3/25401 8 ADD 13/18' LG. GLASS .5 GLAZING BEAD F.K. DeL 7/1070! NO CHANGE THIS SHEET a,..ee1 F.IC Revftbnee ADD EOUN. 701704 44, SILICONE AND ADD 17EMS 87.88 AND 89 FX wk 12117/02 Ch"dec9r Oats: 1070 TECHNOLOGY DRIVE NOKOMIS FL 34278 F.O. #OX 1529 NOKOMGY, FL 34274 Visibly Better PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS � mavc"a 12 a 13 7045 -8 D V-2-1/0 4.- Lucas A Turner. P.E. PE 658201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM --1 r- ASEE NOT,.. t 1 I 1 112" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM-1 r_ ASEE NOTE 1 SEE NOTE 4 1/4" MAX SHIM ASEE NOTE 1 F 01 ,--...._,4-141 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM I- A SEE NOTE 2 I SEE NOTE 4 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM ASEE NOTE A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 A SEE NOTE 4 1 1/2" 1_,-- MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK T gral Illltli illlt{{, A SEE NOTE 4 --+• I1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE r pp; A SEE NOTE 4 _I 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/40 ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 1S LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Reveler FJC CAM 3/'15/43 AerrAbas: 13 NO CHANGE THIS SHEEP Data 711003 • ttakt 6113/05 12117/02 R .,rte.: itralsker C NO CHANGE THIS SHEET • REVISE NOTES AND REMOVE 3/18' TAPCONS 8114 SCREWS modal a" 1070 TECHNOLOGY DRIVE NOKOMIS. FL 3427S P.O. 8021529 ADAMS. FL 34274 c;T_ Uis/b1y Barter ANCHORAGE DETAILS Vier ALUMINUM CASEMENT WINDOW, IMPACT am.w " CA -740 13 ar13 7045-8 D Lucas P. Turner, P.E. PE #88201 Mechanical