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WS-10-1405Miami Shores Village Building Department 1 0050 N. E. 2nd: Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax (305) 756.8972 INSPECTION'S. PHONE NUMBER: (305) 762.4949 BUILDING Permit No. 0 R-- ( 9 PERMIT APPLICATIOhT Master Permit No. t t FBC .20 Permit Type BUILDING OOT+ ING aOvyner's Name (Fee Simple Titleholder). AL fE I TO C O Vl AgsS Phone # - 3f y5 - 5�i 64. 6 lei Owner's Address . �J t �. �6 City /VI I A VI 1 S+1012 EC State C Zip 3 ' ? t 6 0 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 153 (0 ( (( City Miami; Shores Village County Miami -Dade Zip '5 1 60 FOLIO / PARCEL # Is Building Historically Designated YES ; -= NO (7 le Phone # Contractor's Address City State. Zip Qualifier Name • `'Bone State Certificate or Registration No Certificate of Competency No. Flood Zone.. . . Contact Phone . E -mail Architect/Engineer's Name (if applicable) Phone # .':. Value of Work For this Permit $ �� O� Square. / Linear Footage Of Work: Type of Work: ['Addition DAAlteration DNe ! PI Repair/Replace" 0 Demolition Describe Work: REPt. A E W 1 N.� . u / S . 7 0 12 ' Cgs O/4 a440 6firg 3 ***** **vr :are*,r****fir *** * **** * * ** r * *. * * * * * *mrees * * * * ** * * * **** * *** ** * ** * * ** ** * ** * * *v *** Submittal Fee $ SO-CD Permit Fee $. / CCF $ CO /CC $ Notary $ Training/Education Fee $ > Technology Fee $ Scanning $:.. Radon $ DPBR $ . Bond $ Double Fee $ Violation date: ct Structural Review. $ Total Fee Now Due $ • See Reverse side -- APPROVED BY (Revised 07 /10/07X12evisd 06/10/2009) as identification and who did take an oath. NOTARY PUBLIC: Sign: Print; My Commission Expires: Sign: i Print: - 11O OA A mission My C01 nissi E 4 " 1 1/11 111Ifty' \' • ************** i** ******:*******3*** ******* **** ** *'***** de ad.******* ***** ***** ***** ****.********.**** *** * **** *** f0 Plans Examiner Zoning Engineer.` Clerk checked Bonding Company's: Name (if applicable). Bonding Company's Address City Signature NOTARY PUB�t�uitii11i1 r t. _ 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: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING <: TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN - ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to. Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy, of the notice of commencement and construction lien law brochure will be delivered to the person. whose property is subject to attachment:.. Also a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued: In the absence of such posted Jtotice, : -Me inspection will not be approved and .a reinspection fee will be charged. 4,6.7 fll : sus'_; Contractor :.... The foregoing instrurne t as ac owledged before me this The foregoing instrument was acknowledged before me this day a - (.J, .1 ,:20 , by. (cA .;: 7d) , day of , 20 _, by . who is personally known to me or who has produced 9 Who is personally known to me or who has produced As identification and who did take an oath. Signa . Inspection Number: INSP - 149719 Scheduled Inspection Date: August 20, 2010 Inspector: Bruhn, Norman Owner: CORTINAS, LAUREN & ALBERTO Job Address: 186 NW 106 Street Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments REPALCE WINDOWS TO MASTER BEDROOM AND BATH 3 WINDOWS Passed Failed Correction Needed Re- Inspection Fee August 19, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Number: WS -8 -10 -1405 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360080080 Page 16 of 22 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: 4 L6EIb (.6 l i It AS DATE: IN /2..0 10 ADDRESS: I NW_ 1 O 6 S l. 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 d 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. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initia/ 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 licen e numbers on permits and contracts. Initial 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 qt substantially improved it for sale or lease, which violates the exemption. Initial Initial Initial •'4- 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. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Was acknowledged before me this 3/ ByAtegZi Produced there License or - l D day of lad .( .�t. , 20 ) U _ g �, o � �o ; TARY v � p p � �c ®� 1 111111111 1 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 I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvfioridalicense.com /dbpr /pro /cilb /index.html Initial 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. 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 returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. who was personally known to me or who has & tuuwu /4 as identification. InitiaIv `� • • • • • •• •• • • • • • • auto AVE • • •• • • • •• efG'.9t 4V 39 11 U APPROVED ZONING DEPT BLDG DEPT Miami Show.- ; BY DATE SUBJECT TO COMPLIANCE WI 1 I I ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 0 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 - 493 -- --45� -- X83 - 4T.6 - +44.4 +43.7T43.1 =47.1 46" +42.3 +41.9 +41.6 43 9 - 59.8 -- -- 58.0 ---5& -=462 +14.4-+46: 7 f.6 -54.0 - '33:8- - --53:1 - 0 - 15 ft - 50.4 ¢46.5-- - 4(3.5 . :_____:___45.3---45.5--. +42:7 4 a 5- - 16 ft 51.1 +47.1 - 49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 - 47.7 +43.7 - 47.3 +43.3 -46.8 +42.9 - 46.5 +42.5 -46:2 +422 18 ft -63.1 +47.1 -60.6 -58.8 +45.9 +45.0 - 57.5 +44.3 - 56.3 +43.7 - 55.4 +43.3 - 54.6 +42.9 - 53.9 +42.5 -53.2 +422 18 ft 52.4 +48.3 51.1 +47.0 502 +46.1 -49,5 +45.4 -48,9 +44.8 -48.4 +44.3 -48.0" +43.9 -47.7 +43.6 - 47.3 +43.2 18 ft - 64.6 +48.3 - 62.1 -60.3 +47.0 +46.1 -58.9 +45.4 57.8 +44.8 56.8 +44.3 55.9 +43.9 -552 +43.6 -54.5 +43.2 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 - 50.6 +46.4 -50.0 +45.8 - 49.5 +45.3 .49.1' +44,9 -48.7 +44.5 -48.4 +442 20 ft -68.1 +49.4 -63.5 - 61.6 +48.1 +47.1 -602 +48.4 -59.0 +45,8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 51.0 +46.8 -50.5 +46.3 - 50.1 +45.8 149.7 +45.4 -49.4 +45.1 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -60.2 +46.8 -592 +46,3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +48.7 -50.6 +48.3 - 50.3 +45.9 24 ft -68.7 +51.3 - 66.0 -64.1 +49.9 +49.0 -62.6 +48.2 -61.4 +47.8 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -56.6 +522 552 +50.8 -542 +49.8 53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 51.1 +46.7 26 ft - 69.8 +522 - 67.1 55.1 +50.8 +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 +53.0 56.1 +51.6 -55.1 +50.6 - 54.3 +49.8 53.7 +49.2 -532 +48.7 -52.7 +48.2 -52.3 +47.8 51.9 +47.4 28 ft -70.9 +53.0 - 682 -662 +51.6 +50.6 -64.6 +49.8 - 83.4 +49.2 -62.3 +48.7 -61.4 +482 -60.6 +47.8 59.9 +47.4 ft - 58.3 +53.8 58.9 +52.3 -55.9 +51.3 - 55.1 +50.6 -54.5 +49.9 -53.9 3.9 +49.4 - 533.1 -53.5 +48.9 5 +48.5 -52.7 +48.1 30 ft -72.0 +53.8 -692 -67.1 +52.3 +51.3 -65,6 +50.6 54,3 +49.9 -632 +49.4 -62.3 +48.9 ` -61.5 +48.5 50.7 +48.1 32 ft -59.1 +54.5 - 57.7 +53.1 -56.7 +52.0 -55.9 5.9 +51.3 - 554.7 -55.2 +50.6 -54.7 +50.1 -54.2 - 543.8 +49.6 5 +49.2 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 -68.1 +53.1 +52.0 - 88.5 +51.3 -65.2 +50.6 -64.1 +50.1 -63.1 +49.6 52.3 +492 -61.6 +48.8 ft -59.9 +552 -58.4 +53.7 57.4 +52.7 58.8 +51.9 - 55.9 +51.3 55.4 +50.7 54.9 +502 54.5 +49.8 -54.1 +49.4 ft -73.9 +552 - 71.0 58.9 +53.7 +52.7 - 67.3 +51.9 -86.0 +51.3 54,9 +50.7 -64.0 +50,2 53.1, +49.8 52.4 +49.4 ft -60.6 +55.9 59.1 +54.4 - 58.1 +53.3 -57.3 +52.5 - 56.6 +51.9 56.1 +51.3 55.6 +50.8 55.1 +50.4 54.8 +50.0 ft -74.8 +55.9 -71.9 59.8 +54.4 +53.3 - 68.1 +52.5 58.8 +51.9 -65.7 +51.3 - 64.7 +50.8 - 63.9 +50.4 53.1 +50.0 ft -61.3 +56.5 59.8 +55.0 58.7 +54.0 57.9 +53.1 - 57.3 +52.5 56.7 +51.9 - 562 +51.4 55.8 +51.0 -55.4 +50.6 ft -75.7 +58.5 -72.7 -70.6 +55.0 +54.0 58.9 +53.1 57.6 +52.5 -66.5 +51.9 55.5 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -662 +52.0 - 65.3 +51.5 -64.5 +51.1 42 ft 52.6 +57.7 -61.1 +56.2 -60.0 +55,1 592 +54,3 58.5 +53.6 -57.9 +53.0 57A +52.5 - 57.0 +52,1 56:6 +51:7 42ft -77.3 +57.7 -742 -72.1 +562 +55.1 -70.4 +54.3 59.0 +53.6 -67.9 +53.0 56.9 +52.5 56.0 +52.1 552 +51.7 44 ft -632 +58.3 -61.7 +56.7 -60.6 +55,7 -59.7 +54.8 59.1 +54.1 -58.5 +53.5 - 58.0 +53.0 57.5 +52.6 -57.1 +522 ft -78.0 +58.3 -75.0 72.8 +56.7 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53,0 - 86.6 +52.6 -85.8 +52.2 48 ft -63.8 +58.8 -62.3 +57.3 -612 +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 -73.5 +57.3 +582 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft 54.4 +59.4 -62.8 +57.8 51.7 +56.7 - 60.8 +55.8 -60.1 +55.1 59.6 ':+54.5 5,0 98.6 +54.0 [ 5 +53.6 -582 +53.1 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 59.8 +54.5 -68.8 +54.0 57.9 +53.6 57.1 +53.1 50 ft -64.9 +59.9 - 63.4 +58.3 -62.2 +572 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54,0 -58.7 +53.6 ft -80.2 +59.9 -77.0 -74.8 +58.3 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 - 69.4 +54.5 58.5 +54,0 -67.6 +53,6 52 ft -65.5 +60.4 -63.9 +58,8 -62.8 +57,6 -61.9 +56,8 -61.2 +56,1 -60.6 +55.4 -60.0 +54,9 - 59.6 +54,5 -592 +54,0 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54,9 -69.0 +54.5 -682 +54,0 54 ft -66.0 +60.8 -64.4 +592 -63.3 +58.1 - 62.4 +57.2 -61.7 +58.5 - 61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 ft -81.5 +60.8 -78.3 -76.0 +592 +58.1 -74.2 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 58 ft 56.5 +61.3 -64.9 +59.7 -63.7 +58.5 -82.9 +57.7 52.1 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 50.1 +54.9 ft -82.1 +61.3 -78.9 -76.6 +59.7 +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 6011 -67.5 +622 -65.8 +60.6 -64.7 +59.4 -63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 51.4 +56.1 -61.0 +55,7 60 ft -83.3 +62.2 -80.0 -77.7 +60.6 +59.4 -75.9 +58,5 -74.4 +57.8 -732 +57.1 -72.1 +56,6 -71.1 +56,1 -70.3 +55.7 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 80).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING I INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1, TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDFFION 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 HORIZOI'I' • • DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IIlQUEJfQ 4. CONSULT q AN ENGINEER FOR A MORE SPECIFIC INTERPRETATTTT l RREEQQUIRED. • • • 1 ELEVATION WALL ZONE FIGURES • •••• • ••• •• •• a • • MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF & • • MEAN ROOF •HEIGHT • ••• • • • •• I 1 0 m z �n rn REMARKS INIT ISSUE DRWN CL TSB CHKD FLB DATE 04/19/06 REVISE FOR 07 FBC FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BERNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDRIONS, HIGHLIGHTING, 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 ENGIIURING EXPRESS® :• ■ 160 SW 12th AVENUE,. #106 •• DEERFIELD BEACH, FL 33442 • • PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 69885 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SII -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1. through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its cgigilyitQrs and shall beravailable for inspection at the job site at the request of the Building Official. • • This I Q L ses I 04 # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as • . aapi nval tiocutpgflt mentioned above. ve submitted documentation was reviewed by Manuel Perez, P.E. • • • • • • • • • • . • •• MlAMbDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • •• •• • •• • • • • • • • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 • •.• • • • • • • • • • • • •• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision 13 dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an AIuminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. VII- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) •• ••• • • • • • •• • • • • • • • • • •• ••• ••. • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •• • • •_ •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • E -1 Manuel Per Product Control E ...�°`er NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- • • ••• • • • 4649, OM 08/11/05, signed and sealed by Edmundo Largaespada, P • • • • • • • • ZS�nted under previous NOA #05- 1018.01) •• ••• •• • • • •• • ••• • • • • • • • • • • • •• • • PGT Industries • • • • • ••• • • • • • • • • • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • 0 ••• • • • • 0 •• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • • • • • • E -2 Manuel Per E. Product Control v 1,er NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • ••• • • • • • • • • • • • •• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1'L -4646, dated 08111/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. Fn,- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01 /05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on • •• ••• • • • 03123/11 . • •• • • • •• ••• •• • • • •• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • • ••• • • • • • • • • • • • • E -3 Product Contr x! T, 1 r NOA No. 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • •• • •• • • •• • • • • • •• • • •• A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 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. 5/18° L� IAONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIM INTERLAYER. • • • :C. 5/16° LAMPCONSISTI QI•CLLLITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. MI •D. 7/16" LA CONSISTING/4F (2).LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB INTERLAYER. • • • • E. 716" LINII IMOSISTINF OF (1)4.ITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB • • • • F. 7/18" LAIQII CONSISTINGVA (!) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • •G. 13/16" UMW: (1) LITE CIF 1481HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1 /8"ANNEALED GLASS WITH A •••• 090 NT BUTAC SFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • H. 13/1 110: (1) UT 1/8 HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE • • • • OF 1 14ERT AIVNE2 GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • I. 13/16"1/A&416: (1) LITE GR118$ EAT STRENGTHENED GLASS, AN AIR SPACE AND 5116° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS • • • • WITH �, 090 DUPONt DJJTAC1TE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • J, 13/16" LA 10: (1) LITE 06 T /8 "1-IEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A • • • • .090 Ql4PC1NY UTACI? OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • K. 13/16 1 4III : (1) LITE OF e1//" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE • • • • OF 3/1 EAT STRENSGTNENU•D GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13/16: CRAM TO (1) LITE aF 1/8° EAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AI! %S0 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. &M.13/1S" LAMI 1G: (1) LITE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ® 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4645, FTL -4646, FM-4647, FTL -4848, FTL -4649, FTL- 4650, FTL- 4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5083. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT I1AS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). Raw 1 Dr F.K Rase F.IC Oxon FIG o ode: 11/13/08 CHANGE NOTES 3 $ 7. ADO NOTE 9. ADD GLASS TYPE M TO NOTE 1 GLAZING OPTIONS hem: 1/24,V8 Debt 9/1/05 ReNeba Redeaa 8 Rwdle= A andeedEtt aJ. ADD FTL.4723 TO NOTE 7. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. SOX 1629 ROKOMIS. FL34274 PIT Better GENERAL NOTES rec ALUM. SINGLE HUNG WINDOW, IMPACT ahreokew SH700 Sets NTS Sheet 1 of 11 4040 -20 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT REVISED as complying with the Florida Daidhei Cede Acptaae No *3_: ,0/ , Robert L. Oark, P,E. PE 839712 Structural • Roadie Rem! 80 FJC er F.IG armee 11/13'18 Dor 124/06 8/1/05 •..• 5/16" LAMINATED GLASS 1/2° NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. Ftwtsiamr Rob law 8 Raga Irer A J.J. 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER +--- 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 13/16" LAMI IG GLASS W/ 5116" LAMI AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 13/16° NOM. ADD ITEM82 TO 5/16 LAW LG. MASS (4,A,A)81.AMIIGNOTE NO CHANGE THIS SHEET 2/23807 0 0 (83,84 or 85 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3495 P.O. BOX 1629 NOKOMIS, FL 34214 r 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 13/16" LAMI IG GLASS W/ 7/16" LAMI Gif Visrbb, Better 1/2° NOM. GLASS BITE 1/2° NOM. GLASS BITE 3/18" ANNEALED OR HEAT STRENGTHENED GLASS —090 SOLUTIA OR DUPONT PVB INTERLAYER — 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8' HEAT STRENGTHENED GLASS 13/18° NOM. GLAZING DETAILS TVs ALUM. SINGLE HUNG WINDOW, IMPACT SH200 Soft Full ewe rteerora. 2 m 11 4040 -20 8 NOTE: LAMI IG OUTBOARD L TES MAY BE UPGRADED TO 3/16' WITH NO CHANGE IN DESIGN PRESSURE. ] EXTERIOR INTERIOR ``�� (ALL SECTIONS) PRODUCT REVISED •ssemg with the nor* Ileklfag Cede Agawam No EsPiraDos Robert L. Clark, P.E. PE #39712 Structural - 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" TABLE 1. 76" 48" •••g •• §1 VP TO 63 118" •••• A,B,M • • • A,B,M • A,B,M t • • •A,B,M +80.0 +80.0 80.0 • +80.0 ,:+80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80. +79.6 +80.0 -80.0 -80.0 -80.0 -79.6 -80.0 +80.0 +80.0 +80.0 +78.2 +80.0 -80. -80.0 -80.0 -78.2 -80.0 +80.0 +80.0 +78.8 +76.9 +80.0 -80.0 -80.0 -78.8 -76.9 -60.0 +80.0 +80.0 +77.3 +75.4 +80.0 -80.0 -80.0 -77.3 -75.4 -80.0 +80.0 +79.0 +75.9 +74.0 +80. -80.0 -79.0 -75.9 -74.0 -80.0 •••• • • e•TANDARI.IJ4ICW & RAIIILI$.'LQP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION k 4SED ON 61•A161GED WINQQW TIP-TO-TIP FRAME DIMENSIONS • • • • WINDOW HEIGHT D11 • GLASS TM*. • • 38 318" 44" 60 6/8" 63" 72 " 74" TABLE 2. 76" •••d8" • 60" •••,62" 531/8" • UP TO 631/8" •• • • A,13,M, • .. A,B,M® •• •••• •• A, C,D,E,F,G,H,I,J,K,L •+80.0 +80.0 i+80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 -80.0 +79.9 +76.9 +75.0 +80.0 -79.9 -76.9 -75.0 -80.0 +70.0 +70.0 +70.0 +68.0 +70.0 -70.0 -70.0 -70.0 -68.0 -70.0 +70.0 +70.0 +68.8 +66.7 +70.0 -70.0 -70.0 -68.8 -66.7 -70.0 +70.0 +70.0 +67.6 +65.5 +70.0 -70.0 -70.0 -67.6 -65.5 -70.0 • • CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 3 WIDTH 53 1/8" GLASS TYPE D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W! SASH m 76" FLANGED AND 75" INTEGRAL FIN) 1/8" -80.0 I +80.01/16" I 28 3/16" I 33 3/4" I 39 5116" I 4413116" I 60 3/8" +80.0 +80.0 -80.0 +80.0 I -80.0 +70.0 I -70.0 +70.0 ! -70.0 +70.0 -70.0 5515/16" +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8 "A_090,1/8"A) F7L- 4647, 4648, 4723, 4957 B. 5/16" LAMI - (118 "A,.090,1 /8"HS) FTL4647, 4648 C. 5/16" LAMI - (118 "HS,.090,1 /8 "HS) FTL-4847, 4648 D. 7/16" LAMI - (3/16"A,.090, 3/16°A) F7L -4645, 4885 E. 7/16" LAMI - (3!16"A,.090, 3/16"HS) FTL -4645 F. 7116" LAMI - (3/16 "HS,.090, 3116 "HS) FTL -4645 G. 13/16" LAM* - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8 "A) FTL -4646, 4723 H. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,118"HS) F7L -4646 I. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1 /8"HS,.090,1 /8"HS) FTL -4646 J. 13/16° LAMI 10 - 1/8"45, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16°A) FTL -4649, 4650 K. 13/16° LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3116"1-1S) FTL- 4649, 4650, 4958 L. 13/16" LAMI 1G - 1/8"HS, AR SPACE, 7/16" LAMI - (3/16 HS,.090, 3116 "HS) F11- 4649, 4650 M. 13/16" LAMI 1G - 1/8"A, AIR SPACE, 5/16 LAMI - (1/8"A,.090, 1/8°A)A FTL5083 "0" MEETING RAIL "0" MEETING RAIL "0" MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1° FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38" MAXIMUM.A\ � MINUS SASH HT. SASH PRODUCT REVISED us eera ptsiq, skit Dl. nail& Batting Cede Asceitaace N• Roost St Rawer F.IC auto: 11/19/09 R••bK Rsslasor 8 -:7. _. _gi b ;� - •' ii *iF -17! o Tom: _7 IT 'J." REVISED CUSTOM FORMATCPS. ADD1NT FIN. UPDATE 7ES7NOS Nandi* Loss Ra.Lt•r FJC 124158 A -r: D FJG 9/1/06 J.J. ADD FIL -4723 TO GLASS 'TYPES AAND G. Oakc 2/2307 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 16Z9 NOKOMIS, FL 34274 T Vis ibly Bett DESIGN PRESSURES Ads ALUM. SINGLE HUNG WINDOW, IMPACT Sx700 Mort 3 a 11 4040-20 a•r B R obert L Clerk, P.E. PE #39712 Structural VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL. A 341/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 34 112" 34 3116" B 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 16 3/8" 153/4" E 16 3/8" 15 3/4" TABLE 5. 0I 75" I.F. HEIGHT A 76" FLAN HEI X , , SASH HEIGHT 48 5/8" MAX. FIXED r DLO (ALL) 1 •• ••• tEE DLO TABLE • • III • • • • SEE DLQ RBYadap. Rimed F.K Rmaditc F.K FJC F. • •TABLE • (MAX) SEE DLO TABLE SEE DLO TABLE cwc 0�c 11/13418 X4/08 Odic Od OH/05 • • • S'L • • • •••• 481 /4'MAX. • • • • • ENT DLO (ALL) DETAIL A 1/1 • • RaQem/s Rm•fmx B Rerkkaw A amaw J.J. DETAIL D VIEW (CUSTOM SASH) 531/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH D ~►-� 1 75° MAX. I.F. p HEI 38 7/16" MAX. SASH HEIGHT MAX A FLANGED HEI HT M AX. GED GHT tt SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A ADD INTEGRAL FIN p.F.) VERSION. CHG. NOTE 3. ADD NOTE4. NO CHANGE THIS SHEET Cake 2/23107 0 A DETAIL B VIEW (STANDARD SASH) S NO E+-7 DETAIL E RADIUS TOP (CUSTOM SASH) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94276 P.O. BOX 1529 NOKOMIS, FL34274 20" SASH HEIGHT T Vt lb/y Better 75" MAX. I.F. HEI HT A MAX. FLANGED HEI HT 1 75" MAX. I.F. HEIGHT A 78" MAX. FLANGED HEI HT SEE DLO TABLE SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) ELEVATIONS Tar ALUM. SINGLE HUNG WINDOW, IMPACT easystAblit SH700 Basis NTS 4 a 11 4040-20 B 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEIG PRODUCT REVISED as comptyiagwkY efts Medi Balding Cade Acceptance No Date Robert L Clark, P.E. PE 839712 SauauraI 48 5/8" MAX. FIXED r DLO (ALL) 1 •• • •• • a 4 ': • I ' • a • a_ • hi •• h i • • ••• • ••• tEE DLO TABLE • • III • • • • SEE DLQ RBYadap. Rimed F.K Rmaditc F.K FJC F. • •TABLE • (MAX) SEE DLO TABLE SEE DLO TABLE cwc 0�c 11/13418 X4/08 Odic Od OH/05 • • • S'L • • • •••• 481 /4'MAX. • • • • • ENT DLO (ALL) DETAIL A 1/1 • • RaQem/s Rm•fmx B Rerkkaw A amaw J.J. DETAIL D VIEW (CUSTOM SASH) 531/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH D ~►-� 1 75° MAX. I.F. p HEI 38 7/16" MAX. SASH HEIGHT MAX A FLANGED HEI HT M AX. GED GHT tt SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A ADD INTEGRAL FIN p.F.) VERSION. CHG. NOTE 3. ADD NOTE4. NO CHANGE THIS SHEET Cake 2/23107 0 A DETAIL B VIEW (STANDARD SASH) S NO E+-7 DETAIL E RADIUS TOP (CUSTOM SASH) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94276 P.O. BOX 1529 NOKOMIS, FL34274 20" SASH HEIGHT T Vt lb/y Better 75" MAX. I.F. HEI HT A MAX. FLANGED HEI HT 1 75" MAX. I.F. HEIGHT A 78" MAX. FLANGED HEI HT SEE DLO TABLE SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) ELEVATIONS Tar ALUM. SINGLE HUNG WINDOW, IMPACT easystAblit SH700 Basis NTS 4 a 11 4040-20 B 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEIG PRODUCT REVISED as comptyiagwkY efts Medi Balding Cade Acceptance No Date Robert L Clark, P.E. PE 839712 SauauraI • •• •• • • • • • • • • • •• • • .. • •• • • •••• • • MAX• •••• FIXED•• • • DAYLIGHT • • • OPE,11(JG• • ••• •••• • • • •. • ••• • • • ••• • • • • •• �r 0O 0 • 2 . HIGH SI LL 0 LOW SILL 2. 0 LOW SI LL 0 0 0 0 MAX. HEIGHT OUTSIDE 1E* MAX. VENT DAYLIGHT OPENING I mo-- 2.784 "--11 SECTION B -B (LOW SILL SHOWN) INSIDE 7,8 OR 17) SEE NOTE ABOVE ULTRALIFT ONLY /OUT 2.330° (LOW SILL) HIGH SILL NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8° FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING ALTERNATE HIGH SILL MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS 2.948° (HIGH SILL) ULTRALIFT ONLY HEAD 2 .710° AI.F. FRAME q OUTSIDE o � m II 0 0 INSID N JAMB OUTSIDE) SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1 5 2.710" PRODUCT REVISED os g ebb 16e I UarIA• Dualism Cods Im ration Date � 1 trovad Read By FC • eg FJ( bear 1 Ddr 1/14108 Reertstant Realator S A F.K. brawl* Dater Check:at* Dar MVOS J.J. 2/29/D7 ADO IJ . SECTIONS & CONSOLIDATE SAL COMPONENTS NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1629 NOKOMIS, FL 34274 Visibly Better SECTIONS nor ALUM. SINGLE HUNG WINDOW, IMPACT root osororror HB/f 5 a 11 4040-20 B 44 Robert L. Cie& P.E. PE F30712 Structural • ITEM DWG.# DESCRIPTION 6 4004 • • F • LeNGE FRAME JAMB 7 4026 SASI.1 STOP • • .3 • 4025 • SASH STOP tG ttga)1.125 LONG 9 ' 4028 • a SF AAL BALAt tE, 34", 5/8 ", OR 11/16" : 113 1080 BALANCE CQVEj2, 3/$" OR 5/8" • 11 'BALANCE BOWBMBRACKET • • 618. 1085/14)66.3A,SH TOP GLIDE. • • •• Olt • 1 4002A FLANGE FRAME HEAD 2 1155 #8 X1.000 QUAD PN. SMS 3 4003C FLANGE FRAME SILL (LOW SILL) 5 1626 ADHESIVE OPEN CELL FOAM PAD *446. • • 8.X 1 PHILLIP HEAD S. STL 16, 10 ac?-1, t ANCE C41 '1116" • • '1'/ : 4053 • SASH STOP QQ Ii • • • 12• 4029 -1 SASH BRACKET+ • • 19 21 40540 rAD MEETING FATI. • ~ 2'J • 4004 TOP RAIL • 25 1235" MITP.,.170 X.270 BACK, FIN SEAL 26 1096 SWEEP LATCH 27 1016 #8 X .625 PH. FL. SKIS 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMA SETTING BLOCK 3/32" X25/84" X 1" 71622K 36 1052 LAMA 1G SETTING BLOCK 1 "X3/4 "X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ BEAD BULB (THIN) 6TP248K 41 40398 GLAZING BEAD, 5/16 LAM. GLASS. 64039B 42 40446 GLAZING BEAD, 5/16 LAMI W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAND W/GRILL KIT 6985 46 4087 GLAZING BEAD, 13/16" LAMI I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME. I.F. HIGH SILL 64073 50 40746 FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR.BVER.) 61014 56 1630 SCREEN CORNER KEY WRINGS 71630 57 1631 SCREEN CORNER KEY WIOUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1824 SCREEN SPLINE -.135 DIA FOAM 61824K RexedBF Dads •' : X.750 PH! t SMS • � .#13-3e X 1 /2" L5144 H. TYPE F S. STL RIC Aft 1124108 A NO CHANGE THIS SHEET iesOBi: Deft RK 11/13/08 Ravish= B DMA fats armacnaaln amt F.K 911/05 J.J. 2/207 ADDLE Milt& ITEMS 47, 48, 49AND50. UPGRADElTE'M21. ADD 17EM92. CHG. DESCRIPTION ITEMS 7,9& 13 PGT# 612225 781PQA 612226 7PAD1826 612227 612244 612244 6BALCVR916 7834M 7BALTBKT 42504 78X1FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 64054C A 84006 678166 71096 7858 1070 TECHNOLOGY DRIVE NORMAL FL 94276 P.O. BOC 1679 NO1039193, FL 34274 ITEM MOM 80 A GLASS 5/16" LAMA, (1/8 "A,.090 PVB,1/8"A) 81 B. GLASS 5/16" LAM], (1/8"A.090 PVB,1/8"HS) 60 1635 61 63 505 64 1161 67 68 4051A 69 4050A 70 I T VbibIy Bea DESCRIPTION SCREEN SPLINE -.135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) #6 X1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X 1/2 - 7/16 LAMA SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. 82 C. GLASS, 5/16" LAM, (1/8"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAME, (1/6 "A .090 PVB,1/8 "A) 84 E. GLASS, 7/18" LAMA, (1(8"A,,090 PW,118"HS) 85 F. GLASS, 7/16" LAM, (1/8"HS,.090 PVB,1 18 "1iS) 86 G. GLASS, 13/16" LAMA 10;1/8"HS, AIR SPACE, 5/16" LAMI, (1(8 "A.090 PVB,1/8"A) 87 H. GLASS, 13/16" LAW 10; 1/8"HS, AIR SPACE, 5/16" LAMA, (1/8"A.090 PVB,1/8"HS) 88 I. GLASS, 13/16" LAMI 10;1/8"HS, AIR SPACE, 5/16" LAMA, (1/8 "1-18,.090 PVB,1/8 "HS) 89 J. GLASS, 13/16" LAM IG;1/8 "I-IS, AIR SPACE, 7/16" LAM, (3/18 "A,.090 PV6,3/18 "A) 90 K. GLASS, 13/16" LAND 10; 1/8"HS, AIR SPACE, 7/18" LAMI, (3/16 "A.090 PVB,3/16 "HS) 91 L. GLASS, 13/16" LAMI IG;1/8 "HS, AIR SPACE, 7/16" LAM, (3/18"HS,.090 PVB,3 /18"HS) 92 M GLASS, 13/16" LAN] 10; A AIR SPACE, 5/16" LAMA, (1/8"A.090 PVB,1/8"A) A A A .082 2.784 1. 0 47 FRAME, I.F. HEAD ® #4071A,6083 -T6 FRAME, .F. LOW SILL #4072A, 6063-T8 FRAME, I.F. JAMB 9 FRAME, .F. HIGH SILL A #4074B, 6063 -T6 #4073A, 6063 -T6 (USED AS RADIUS TOP HEAD) PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT thdarakde SH700 Sok NTS 8 • 11 oaf 4040-20 PGT# 61635K 61816 6533402 706X1 62BV1510 64051 64050 asc r Badding Code Magma No + _ P _ 04 Date - ,* —.TX/Ft Oil BY Mfa 0 76r Robert L. perk, P.E PE #39712 Situating 1 ...----2.784---.1 F ••• • 1.36S • ••• 06@ • • • • •• • •••• ••• • 17a9 •••• • •• •••• • • •• ••• • • ••• •••• • •• • ••• • • • 2 • •• • •••• .062 • • 1 - •r • • • FLS NG E FRAIm� E D #4002A, 6063-T6 RR"AEy: Rawl Ety: FJC FJG DnemEly: FJG •••• •• •• • • • •••• 6 FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) ---1 1.342 .062-0- 3.446 FIXED MEETING RAIL #4054A, 8083HD-T6j tnttc Dew (1113 eve 1/24108 DrEc 911 Redllmk Rabble 8 Reemu A moos tse J.J. .062 2.946 ►-�- 2.784 --►� 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 23 2.830 2.784 -- I .062 -► 2.330 �./ FLANGE FRAME SILL (LOW) ,/ #4003C, 8063-76 11. k-- 1.a51�T SASH STOP #4025, 6063 -T5 I- 2.279 2.326 --..1 2.638 .062 � l 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 UPDATE FRAME CORNER ASSEMBLY T INCLUDE LP. AND UPGRADE ITEM 21 ALLOY. NO CHANGE THIS SHEET 223/07 h 1.5131{ .738 040 17 SASH STOP COVER #4053,8063 -75 1.707 .062 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4006C, 6063HS-T6 #4007, 6063-T5 1070 TECHNOLOGY DRIVE NOKOMIS, FL34278 P.O. B X7828 NOKOMIS, FL 54274 Visibly Better ® I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL FRAME CORNER CONSTRUCTION SEALANT ALONG ENTIRE JOINT I.F. FRAMEA I , 'l V III VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) WELD ALONG SCREW BOSS (2) - 1.185 1.349 .062 31 SASH SIDE RAIL #4008, 6063 -T5 .050 .678 1.098 T J 0 GLAZING BEAD 7/16" #4222, 6063 -T5 .678 .050 -"- 1.115 1 -1 i GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) EXTRUSIONS & FRAME CORNER DETAIL TOM ALUM. SINGLE HUNG WINDOW, IMPACT derinfteet 3M700 HHIf .678 1.096 1 GLAZING BEAD, 5116" #40398, -T5 .678 .050 1 Ave -- 1 ---►1 1 GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) 1 .683 .050 -1 1.097 GLAZING BEAD, 13/16" IG #4067, 6063-75 Mat Ong 7 a 11 4040 -20 B ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28 34.603 40.603 46.603 52.603 58.603 64.603 76.000 ` l 5ONZ 5 O _ • Zc�ONZ,_ O • N � O Zc') O N pN2- O Zr� O c'i � O 0 Zca O ;,,10(.,,s-6 fV O O c�I O Z6, O N O -Z O WINDOW 0 •1�'IDTH . ca TYP � •• 19.125 •• •• ne,E!F G, H 1 1 1 1 :1 1 41 1 121.1 1 1 1.22,21222222. 1 1 1 1 1 22222222 1 1 1 1 1 1 1 1 1 1 1 1 1 A rM p••• 1 1.4j. • 1 . ;0 1 1 1 : 1 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 2 1 2 : 2 1 2 2 1 2.2 1 2 2 1 2 2 1 2 : 3 1 2 2 1 3 3 •• 434.000 • •• GPF F,G ° J - 1, 1 4, 1 J 1 1 2 •1 • 1 1 1.2 1 1 1 1.2 1 2 2 1 1 2 1 2 1 2.2 1 2 2 1 2:2 1 2 2 1 2 1 2;2 1 2 1 2 1 2 2 1 2:3 1 2 1 2.3 1 3 3 1 2.2 1 3 3 • A•B,M • 1 ••3••.1 1.2,4:1.1.2 1 1 2 1 1 1 1 2.2 1 1 2 1 2.2 1 2 2 1 2 2 1 2 2 1 2 2 1 2.2 1 2 2 1 2 3 1 2 2 1 2 : 2 1 21 1 2 2 1 2:3 1 3 1 2'2 1 3 3 •• 32.000 Q,D!e1F,0, •IIISW L •••••j 1 . 1 2 • 1• 4;2 E•8.: 1 1 2.3 1 2 1 2:2 1 2 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2'3 1 2 2 1 2.3 2 3 3 1 2 2 1 3 3 2 3 4 1 3 2 1 3 3 2 3 1 3 3 1 4 4 A,B,M 1 12122. 1 1 2231: 1 1 22223122. 1 1 1 1 32322232 1 1 1 1 3222:33 1 1 1 1 1 1 1 1 1 1 1 37.000 C,D,E,F,G, H,I,J,K,L 1 2:2 1 1 1 2 2 2 1 1 2:3 1 2 1 2.3 2 2 3 1 2 2 1 2.3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2.3 2 3 4 1 2 3 2 3 3 2 3:4 1 3 3 2 3.4 2 3 5 1 3 3 2 4 4 A B,M 1 2 2 1 1 1 2 2 2 1 1 2 3 1 . 2 1 2 3 2 2 3 1 2 2 1 2.3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 : 3 2 3'4 1 2 3 2 3 2 3 1 3 3 2 3 4 2 3 1 3 3 2 4 4 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2222322232322232323232 2 2 2 2 2 2 2 2 2 2 2 .42333342334353334453344 2 2 2 2 2 2 2 2 2 2 2 2121 AB,M _ 2 2 1 2 2 1 : 2 2 2 2 2 2 2 2 : 2 2 2 3 2 2 3 2 2 2 2 2.3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3 : 3 2 3 4 2 2 33 2 2 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4 4 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2T 2 2 2 2 2 2 2 2 2E3 2 2 2 2 2 3 2 2 2 2 2 2 3'3 2 2 4 2 2 3 2 3 3 2 14 2 2 3 2 3.3 2 14 2 2 3 2 3 4 2 3 2 3.3 2 3 4 2 4 5 2 3 4 2 4.5 A B,M 2 2 2 2 2 2 2 2 2 3 2 2 ; 2 2 2 3 2 2 3 2 2.2 2 3 ; 3 2 2 4 2 2.3 2 3 3 2 3 4 2 2 3 2 3 : 3 2 3 4 2 2,3 2 3.4 2 3.5 2 3.3 2 3.4 2 4 5 2 3 4 2 4 5 2 2 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 : 2 2 212 2 2 3 2 2 2 2 2 : 3 2 3 4 2 2 3 2 3 ; 3 2 3 : 4 2 2 3 2 3.4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 , 3 2 3 : 4 3 3 : 5 2 3 2 4: 5 3 4 6 2 3 2 5: 5 iii A B,M 2 2 2: 2 2 2:3 2 2,2 2 2 3 2 3'4 2 21 2 2 3 :4 2 2 3 2 3 4 2 3 2 2.3 2 314 2 3 5 2 3 : 3 2 3,4 3 3:5 2 31 2 4 5 3 4 6 2 3.4 2 5.5 2t2 212 51125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 21 2 2 2 2 2 2 2!2 2 2 3 2 3:4 2 2.3 2 3E4 2 3.4 2 2 : 3 2 3:4 3 3'4 2 31 2 14 3 3.5 2 3 : 3 2 4 4 3 4 6 2 3 4 3 4 3 4 6 2 3;4 5.6 2 2 213 AB,M 2 2 2 2 2 2 2 :2 2 2 : 3 2 3:4 2 2 3 2 3;4 2 4 2 2 3 2 3,4 3 3;4 2 3.3 2 3 3 3 5 2 13 2 4 4 3 4,5 2 3,3 2 4;5 3 4 2 3:4 3 4,5 _2 212 212 213 • ••• • ••• • •. ••• •• • •• • ••• • ••• • •� ••• ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE - FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 MAX. FROM TOP CORNERS JAMBS -1711? MAX. FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS 6° MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 1S AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) 118 HEAD _2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 PRODUCT REVISED es complying with the Odle Belling Code Aeeeptante N. e.,. Oita ., . REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SEE *: F.K awn ex F.K ads Dar 11113/08 ama 1/24/08 7/28/05 Raffirm B Rerficax A Ctoled J.J. NO CHANGE THIS SHEET 2123/07 1070 TECHNOLOGY DRNE NOKOMIS, FL 34278 P.O. KO( 1528 NOKOMIS, FL 34274 PST YlsiM Bear ANCHORAGE SPACING, 1/1 WINDOWS Tar ALUM. SINGLE HUNG WINDOW, IMPACT weesetee SH780 fair NTS .c •n!• No. 8 a 11 1 4040 -20 8 Robert L. dare, P.E. PE #39712 Structural ANCHOR T TABLE 6. WINDOW HEIGHT SUBSTRATE: . 2 29.655 3 31.755 4 44.655 5 51.995 I I 59.655 6 67.155 7 74.655 7 76.000 ANCHOR TYPE._ ONOO 1. WWDOW. • • & ° L4 S DO £'Z NO NO DO s'z NO NO DO £'Z NO NO DO £'Z NO NO DO £'Z NO NO Do £'Z NO NO DO £'z NO DO NO NO •rNIDTH ° ° WE • • C C,& 1 .F 1 1 • • 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • • •• • ••• • • • •41• 41 • • • • ••• • • • ••• 1 • ADD DP MAX ANCHOR QTY NOTES. BY SIZE Rd Roved* F.IC FJC area FJC dam beta 111/13/08 dean 124/08 7129/05 Reetsbna Deviates B Rotator A Nrdsder J.J. NO CHANGE 7105 SHEET ?29/07 I 1070 TECHNOLOGY DOM NOKOMIS, FL 34278 P.O. B¢X 18 NOKOM43, FL 34V4 Vtdb6 Bettcw ANCHORAGE NOTES: TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE .. MrG. RAI. JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 3 313 ANCHORAGE SPACING, STANDARD VIEW Thfor ALUM. SINGLE HUNG WINDOW, IMPACT l 81170° NTS 9 a 11 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2° MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. T ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. Maw He 4040 -20 Robert L. C4arit, P.E. PE #39712 Stratum{ A AN t: HT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. . 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 SUBSTRATE: ANCHOR TYPE: 55.925 aooM £'a ON00 Z ONOO a £'Z 'ONOO 3NO3 aoc £'Z ONOO ONOO DOOM £'Z ONO07I Z 3N00 aOOM £'Z 3NO3 ONO3 000M E'Z ONOO ONO3 L I a00M E`Z ONOO Z f0NO3 I I(OoM £`Z I ON001 Z ONOO WINDOW V GLASS ?M'PL• • • • 5k Rik* K,L 2 • d•r 2 N • • • N a— N F- T r N • N ✓ N ✓ N ✓ N ✓ N ✓ N ✓ N • e— 01 r N IM 2 Ir N r ✓ M Ir M p '14.000 'dg,r,7, 6, L l _ H l & 1 :'• 2 2 ✓ N ✓ N ✓ N - N ✓ N ✓ N r ✓ M ✓ N r M ✓ M ✓ N ✓ M E Ir M • M ✓ M ✓ M T sr •t_ ___ .. • bFia� a ': 2 1 ��. L ▪ N :N N. ✓ N ✓ M N r M ✓ M ✓ M 4 - M - et ✓ M ✓ ar ✓ �r ✓ M rear r in ✓ IO • • • • PSF • • — 1 2 2 2 f 2 3 2 3 3 2 3 3 l 33 T D ,E,F,J, • R.t. • I r a- 1 • • a— 1 • j N - N N r N N M N M ✓ M N V N M Ir • M N:M N sr ✓ M N ar N at ✓ Sr N 10 N '4) r •r N 11 2 — -- :79• le 79 79 212 2 79 2 3 213 31313 •Ke• N r _ 513 48' N•N 2 ? N M N M N M N N.M N ' N ar N M N at N at N M N ;1O N at N ar N 10 N 10 N ar N'10 • 1 6 , 2 2 • • 1 79 • 76 0 79 77 79 79 2 2 79 2 3 3 1 3 4 !,t,6. KL N a- 1 N r N Ir. 01 Cal N N N M 44 if* N Y N at N at N c0 N 11) N ar N M N N N• 141 N. V• N ;IO N;1) N at N 1G 2 4 4 PSF 78 79 70 79 79 71 79 73 76 K. L N I— NIN tV lM OF) N M M ar N:ar N 141 N at N 10 • M 47 N at N t0 M 1.0 N ar N CO M m N 1) N t0 I 1 2 2 H 53.125 PSF 71 79 63 71 79 64 74 66 77 69 69 D,E,F,J, K,L i N ila— N P F1 NIN N INI N NI 401M EMI 2 3 N ar /+)retI L .�I M 1O M 10 3 M m N 10 M n M <0 N 10 M � 3 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE B. SASH HEIGHT . 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 SUBSTRATE: ANCHOR TYPE: 000M r • £'Z ON00 ONOO OOOM £`Z ONOO 3NO3 OOOM £`Z ONOO 3N00 000M £'Z ONOO 3NOO aOOM £'Z ONOO ON00 aOOM £'Z ONOO ONOO I L O £'Z ONO3 ONOO OOOM £'Z ONOO Z ONOO WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 — 1 2 2 2 f 2 3 2 3 3 2 3 3 l 33 T 3 3 3 4 3 3 4 3 4 _ 40.000 74 212 1 2 2 2 2 3 1 213 3J213 3 4 41 41314 44.000 68 212 2 2 2 3 213 31313 313 413 51314 513 48' 2 ? 2 2 1 2 2 2 3 2 1 3 413(3 4 1 314 413 1 4 513 513 53. 125 2 2 2 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 • ••• • ••• • • • ••• •• • • • • ••• • ••• • • • ••• ANCHORAGE TABLE AND A DP ANCHOR Q R ESlRUCTED BY SIZE a.m•: Rend Ely: FJG FJG 018142 ay RK Deft dmr 11113 Ogre 1/24/08 Deft 7129?5 limb/ass Rarlskatec B Retelkints A aasr J.J. NO CHANGE THIS SHEET 229V7 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1929 NOKOM IS, R. 34274 I :24 ,", Visibly Bearer ANCHORAGE SPACING. CUSTOM VIEW Tlas ALUM. SINGLE HUNG WINDOW, IMPACT &eledfakt SH700 soar NTS allot 10 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 181/2° MAX. FROM CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW l6 WINDOWS ARE 125/8" MIN. TO 38° MAX. ,5 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR L! FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8. DESIGN PRESSURE LIMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE N RAIL (FULL DP) JAMB BELOW MTG. RAIL maenka 4040-20 112 2 - 2 2 4 ® TABLE 8. KEY: MAX. PSF (DP UNITED) 112 JAMB BELOW 2 MTG. RAIL 2 Reit B PRPDUCT REVISED a, corn*** •qD IN /A•Ys Bolding Code � Attp Ho - 0 /L %Fi7'11iC .04 2.011 Ro rt L Clerk, P.E. PE 439712 Structural • •••• • •• • • • •••• ••• • • ••• • •••• • • • • • •• •• • ••• • a • ••••. e.; y.•;> • '. • • •• OPTIONAL• . • • 'WOOD BUCK (SEE NOTE 4) •• •• •• • •• • • • 3.35 KSI MIN. CONCRETE i FIG FIG FJG • •• • •••• • •••• • • •• • • • • •• 1/4° ftig • • •••• Didle Deer 14/13/08 ara 1/24/08 011105 1/4" • • I MAX. SHIM • C OM I N I i ❑o 11'1, AI 1 111• II 11 IIl ltl1 1 111111. •s 1 ° /2" MIN, x 2 9/2" NAIL, AT CORNERS AND 5" O.C. IfIIlUN111Qi1 R iontskor 8 RettlSbar A GealedBf: J.J. EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEENOTE1 &3)1 2x WOOD BUCK A(SEE NOTE 4) 1 114° ." 1 3/8" MIN., 1/4" TAPCON e/ .1.3/4" MIN., 1/4" CRETE -FLEX D61'AIL•A DETAIL B • • • 'TYPICAL FLANGED HEAD ANCHORAGE • CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU A 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX- - SHIM 1/4" MAX. SHIM DETAIL F, (HEAD) WOOD FRAME 1/4" MAX. SHIM ADD INTEGRAL FINANt#HOR4 UPDATE & REORDER NOTES. ADD NOTE$ 7. UPDATE CONCRETE EMBEDMENT DIM. ADD NOTE 8 RE RAT HEAD ANCHORS. 2123/07 I r WOOD ANCHOR (SEE NOTE 2 &3)® 3/8° A �MlN. 1070 TECHNOLOGY DRIVE NOKt, FL 34275 P.O. 89X 1620 NOKOLAB, FL 34274 1 3/8" 1 /4 " J MAX. SHIM 2x WOOD BUCK (SEE NOTE 4) A ® NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4" 5S4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4°. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPUCATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS, 7. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETINGL RAIL. (SEE NOTE 2 & 3) WOOD FRAME .131° DIA. MIN. x21/2 "NAIL, AT CORNERS AND 5° O.C. .131" DIA. MIN. x 2112 NAIL, AT CORNERS AND 5°O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE F GT INTERIOR (ALL JAMB DETAILS) EXTERIOR DETAIL G, (SILL) ANCHORAGE DETAILS - Wife ALUM. SINGLE HUNG WINDOW, IMPACT szawilkde SH7B0 ow. shoe NTS 11 a 11 4040 -20 8 Rob&t L. Clark, P.E. PE #39712 Soudurai MIAMI -DADS COUNTY CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: 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/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 "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, than it shall be done inks entirety. INSPECTION:A;c 3:ottl$stitire NOA shall be provided to the user by the manufacturer or its distributers fag that te avail&&biator inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval 1ocument mentioned ahove. The submited doaalmtn$atio� vuasreaiewed by Manuel Perez, P.E. • • • • • • • • • • • .. .. . • • • . • • • • •• • ••• • • •• • • • • • • • ••• • • • • • • • • • • • • • •• • ••• • • N OA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) . .• • • • • • • .• • • • • • • •• •• •• • • • •• • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. • • • • • • • • • • . • • ••• • • • • ••• • • • • • • • • • . • • • • •• • • • • • • • • • • • • • • •. •• • • • •• •• 0 .. • • • 0 •• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 L 1� Manuel Per Product Control Ex 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 "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. • • • • • • • • • • • • • • • • • • • • • •. . •. • • • •• • •• • • • • • • 0 • • • • • • • • ••••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • ..• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • •• • .• • • • • • ••• • • E -2 Manuel Perez, Product Control Exa 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!16° LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. •••• B. 511 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 MUM FIB INTERLAYER. • • C 5/16° LAMPCONSISPING OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • Cr W16" LAMI C01016 OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • • 'h. 7/16" LAMI C8IfSIS9 OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE • • • •MAXIMUM P • • • • • • 7/18" LAMI CONSI OF (2) LITES OF 3/16' HEAT Si M NGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFL.EXIKEEPSAFE MAXIMUM PVB INTERLAYER. • • • G • 13/16" LAM�I IlGILIL�,LJJ,TE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A • • X90 DUPONT11DTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • •• • •• • • -1.13/16° LAIM J (1) LfIE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) UTE • QF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. •••• I. 13/16° LAMI 10: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5116° 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 10: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116° ANNEALED GLASS WITH AN .080 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) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16° LAMI IG: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL-5330. ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL A8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, C4 ,fjERVElllFfjIO,Pk1NOLtaitIG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). R"m°ay Deb: F K. 4115/07 Rmmay Date. F.K. 1047/00 Ram 1 Or Dom: F.K 5113/06 nrmmay ome F.K. 212&06 RBWebem C 8 ADD FTL -5330 TO NOTES 78 CHG. NOTE 8 TO CURRENT EDIT. CHANGE TO ASTM E 130002 Re bbnx A ADD AIR SPACE DIM. NOTE 1. TECH. REF. NOTE 78 NOTE 8. Checked By QV= J.J. 3/23/05 1070 TECHNOLOGY DRIVE NOKOOES, FL 34275 P.O. ?O% 1629 NOKO°/I0, FL 34274 13 GT V4Ibly Beuer H9710 NTS GENERAL N OfiES` " ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 3— 1 a 11 6",R. R° 4127 -10 C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS... 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED cc:nplya5 with the Flmida E :rlLCap. Code wcu!n;cnc3No • O . .$. Ex;rir.$L.E Date '' &7L - 7- By Miam' "adc on Robert L Clark, P.E. PE 539712 Structural • • • • .• • • • • • • • • • •• •••• • • •• • •• • ••• • • • • • 1/8° ANNEALED OR HEAT STRENGTHENED GLASS • • • .090 SOLUTIA OR DUPONT PVB INTERLAYER • • • • • • 1/8" ANNEALED OR HEAT STRENGTHENED GLASS •••• ••• • 5/16 "NOM. • • F.K 4/15/07 C Rama F.K. Mama Dr F.K. oa.° sy F.K. ••. • •••• 10/17/136 o°ro 5/13/08 Data: 2/28!06 13/16" LAMI IG GLASS W/ 5/16° LAMI fiertsierzr amw": A CE 6y. J.J. •• • • • •••• 1/2° NOM. GLASS BITE 5/16" LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5116" OR 3/8" AIR SPACE 1/8° OR 3/16° ANNEALED (MIN.) GLASS 13/16° NOM. NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMI 10 DETAILS Dam: 37 3/23106 1070 TECHNOLOGY DRIVE 00005416. FL 34275 P.O. 30X 1529 NOKOS5S. FL 34274 63,64,65 13/16" LAMI IG GLASS W/ 7/16" LAMI PST 1 Better 1/2° NOM. GLASS BITE v 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 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16° OR 1/4° AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16° NOM. GLAZING DETAILS r - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Soressatratet 1114710 Fu1I 2 m 1 1 4127-10 C ] EXTERIOR INTERIOR E> (ALL SECTIONS) PRODUCT REVISED s ctmtpi jing with the Florida Ecild:og Cale Acaep:ecre No 0 Expiration Date - By > / ade Prod .'T • Di kw .O o /L � Ro L Clark. P.E. PE 839712 Structural TABLE 1. XOX (114,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) plItiBalli IIIIDTH GLASS T'jPE 4 WINDOW HEIGHT • 26" 36" 38 3/8" 48" 50 5 /8" 54" 60" 63" . . i. r A,B,G,H +160.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" • A,B:G -1 .110.0 -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 -56.2 108 3/8" 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 +55.2 -55.2 +52.3 -52.3 •••• •.1F A, 9 G j-i +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 4 ,111; A, B,Q,Ii 60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 oe JA•f 1 " e4... • +60.0 -60.0 UP TO 111" - -- D'gfe • J 41•••- • • +75.0 -75.0 - --•� • • • • • • TABLE 2. )� ®X'(1Yi3,1/3,1/3) • NGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A'B'C' G,H,I +60.0 - 60.0 TO 86 7/16" D,E,F, J, K, L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 618" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 v:: ^. 'EV1SED c. ^ ;- +;.. r. •.vith this Florida AC64.:4u c No o7-O8! .p 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 • •iration Date ,/ ! ' ' Di v.wu GLASS TYPES: TEST REPORT FR-4858 (XD)q, FTL - 4859 (OX& XO) AND FTL A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1 /8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI I0 -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8"HS) L 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 - (3/16 "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 - (3/16 "A, .090, 3/16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16°A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) Risher[ L. Clark, P.E. P6339712 Structural FKa / 4!16107 C ADD INTEGRAL FIN OPTION B UPDATE ASTM E130602OPs �� � � �■-.. SfGNPRESSURE'S _ T ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ay F.K. Da 10/17/06 ao. "b,rn: 5 REVISE DP TABLES TO ASTM 5 1300.02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.o. eOX 1529 NOKOMIS,FL34274 g >• F.K. F.F F.K. 5113/06 O 2/28106 A comer J.J. ADO AIR SPACE DIMENSION GLASS TYPES G THRU L. Dam. I 3/23/06 Visit Better a r '" " H R710 �'' N TS snmr 3 . 11 "'"4""" 4127 -10 a®. C • • • • • • 27 318° MAX DLO VENT b 7 DL 1 Fl LI — 54 5/18 MAX. DLO FIXED • 110 MAX. WIDTH I.F. FRAME 111° MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4-112-1/4) DETAIL A - OX OR XO GE FRAM L FIG. A 27 3/8° 27 3/8° MAX. DLO -1 M FIXED - VENT FIXED 85 7/16° MAX. WIDTH I.F. FRAME — - Ij L-86 7/18° MAX WIDTH FLANGE FRAME i DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL -AL Q I.F. FRAME 13 FLANGE FRAME VIEW D -D Q (FRAME CORNER CONSTRUCTION) rtEVISI4D will, the Florida • •.ccv No O-4".: ' /uticn tscte ::1 ' ot/ / DI Rwed er F.K t»4/ F.K. F.K. Drawn t7 F.K Dem 4/15/07 r» 10/17/06 este 5/13106 22 fl/06 c Revaime 8 Roattdens: A J.J. ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROMSHT. 6. NO CHANGE THIS SHEET NO CHANGE THIS SHEET '''''1.i 23106 I 3 !2 1070 TECFINOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1520 NOKOMIS, FL 34274 Visibly Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 4 "11 *. 4127 -10 I.. Clark P.E. PE #39712 Structural J DLO FIXED DLO VENT 56° 56° MAX DLO VENTS ALL 62° I.F. FRAME ALL CONFIG. 1 } 83° M FLAN AL CON MAX 21 � I \ \\ I I I �� \ XI N. C ° 73° MAX. WIDTH I.F. FRAME 74 MAX. WIDTH FLANGE FRAME 0 • • • • • • 27 318° MAX DLO VENT b 7 DL 1 Fl LI — 54 5/18 MAX. DLO FIXED • 110 MAX. WIDTH I.F. FRAME 111° MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4-112-1/4) DETAIL A - OX OR XO GE FRAM L FIG. A 27 3/8° 27 3/8° MAX. DLO -1 M FIXED - VENT FIXED 85 7/16° MAX. WIDTH I.F. FRAME — - Ij L-86 7/18° MAX WIDTH FLANGE FRAME i DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL -AL Q I.F. FRAME 13 FLANGE FRAME VIEW D -D Q (FRAME CORNER CONSTRUCTION) rtEVISI4D will, the Florida • •.ccv No O-4".: ' /uticn tscte ::1 ' ot/ / DI Rwed er F.K t»4/ F.K. F.K. Drawn t7 F.K Dem 4/15/07 r» 10/17/06 este 5/13106 22 fl/06 c Revaime 8 Roattdens: A J.J. ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROMSHT. 6. NO CHANGE THIS SHEET NO CHANGE THIS SHEET '''''1.i 23106 I 3 !2 1070 TECFINOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1520 NOKOMIS, FL 34274 Visibly Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 4 "11 *. 4127 -10 I.. Clark P.E. PE #39712 Structural • • ee • • • • • r • •• • • • • • • • • • fi ft FLANGE FRAME • °EXTERIOR SECTION C-C (VERTICAL SECTION, FLANGE FRAME) EXTERIOR INTERIOR EXTERIOR INTERIOR 1 - MAX. FIXED DLO EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) SILL MAX. FIXED DLO —1 MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE INTERIOR MAX. WIDTH O.F. FRAME) (VERTICAL SECTION, I.F. FRAME) MAX. VENT DLO HEAD (VERTICAL SECTION, I.F. FRAME) A, MAX. VENT DLO PRODUCT REVISED as eorr,i.y;ng with tha Florida 6 n3z P.; are No ;ion Date Ham DY bma 10/17/08 Dans 5/13106 rtwgea A mar Revarkrbv F.K 4/15117 C ADD INTEGRAL F)N FRAME; ITEMS 4t, 42 AND 43 AND VIEWS. F.K Rana to, FK b ar Dui F.K. 2/28106 NO CHANGE 77-65 S SHEET NO CHANGE THIS SHEET Greckodgy' Dab.. J.J. 3123106 1070 TBCHNOLODY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, F1.74274 113G Visibly Better SECTIONS Tta ALUM. HORIZONTAL ROLLER WINDOW, IMPACT set mmmat HR710 scorn Half Sneet 5 d 11 4127 -10 Fler c j'�ff a7 Robert L. C1s,$ P.E. P£ 039712 S5Ucturel ITEM DWG, REV DESCRIPTION MAIL ' ilIVI I e DESCRIPTION 1 4102 A I°LANGEFRAME HEAD 6063-T6 AL 612237 67 r'4 PVB 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 13116" LAMI IG 1 /8 "A, 318" AIR SPACE 5 /16" LAMI (118 "A, .090 PVB 1 /8 "HS) 2 • • #8 X 3/4 PH. PAN HEAD 7834AA 68 13116" LAMI ICrl /S "A, 318" AIR SPAC$ 5! ]6" LAMI {1 /8 "HS, .040 PVB, 1/8" HS) • •l $A${ I S'TQP COVER (SASH STOP) 6063 -T5 AL 69 13/16" LAMI IG 3/16"A, 5116" AIR SPACE 5 /16" LAMI (118 "A, .090 PVB, 118 "A) 4 4436 FI NGE #'RAMS SILL 6063 -T6 AL 64136 70 73(16" LAMI IG 3/16 "A, 5/16" AII2 SPACE, Sllb" LAMI (118 "A, .090 PVB,1l8 "H5) .a 4139 BILL ADAPTOR 6063 -T6AL 64137 71 13/16" IAMI IG.3116 A, 5 /16 "AIRSPACE 5/16" IAMT {118 "HS, A19QPVB ]!8 "HS) ,0 7• • 4131 tQI'ZRACK 6063 -T6 AL 64131 72 13116" LAM[ 1Cr 118 "A,1l4" AIR SPACE 7116" LAMI ( ) 8 • $ !,2$8 WW IJQLE COVER POLYPROP. 71298 73 13/16" LAMI IG 1 /8 "A, I!4" AIRSPACE 7116" LAMI (3116 "A, .090 PVB, 3/16" HIS) 10 B puriv OPEN CELL FOAM PAD 7PAD1626 74 13!16" LAMI IG 1 /8 "A, I(4" AIRSPACE 7!16" L AMI (3116 "HS, .090 PVB, 3lib HS) 12 • :626 A FLANGE FRAME JAMB 6063-T6 AL 612225 75 13116" LAM! ICr 3/16 "A, 3116" AIR SPACIi 7/16" LAMI (3116 "A, .090 PVB, 3 /lb "A) 136 .4202 4134 CA $IMFOR MAIN FRAME SILL JOINT 74134W/K 76 13116" LAMI TG 3116 "A, 3116" AUi SPACE 7116" LAMI (3116 "A, .1190 PVB, 31I6 "HS) • ■4 • 1155 #>;g r1110 QUAD PN. SMS 781PQA 13/16" LAM! IG 3 /16 "A, 3116" AIR SPADE 7116" LAMI (3116 "HS, .090 PVB, 3 /16 "HS) 15 4110 G territ ADAPTOR 6063 -T5 AL 64110G 90 1014 SCRERV FRAME (HOR & VER) 3105 -FI14 AL 16 4 Nev B CM, MI ET'INGRALL 60631ID -T6 AL 64054A 91 1630 SCREENCORNII2KEYW/RINGS POLYPROP. 0 440166 W ST➢. *187 X .230, FIN SEAL 640660 92 1631 SCREEN CORNER KEY WlOUT RING POLYPROP. , 14 •4105 `4gHT(' & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 211, • .413 225-1 WSTP.,.250 X .270 BACK, FIN SEAL 616830 94 1624 SCREEN SPLINE- • EM PVC Z7•. 23 ROLLER HOUSING &GUIDE 42112HD 95 • EE EMPYC 226 BRASS ROLLER WHEELS BRASS 7BRWHI2 96 CLOTH 24 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 29 32 4006 D SASH MEETING RAIL 6063HS -T6 AL 64006 2.710 1235 WSTP,.170 X .270 BACK, FIN SEAL 67S16G 2.624 33 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 .062 38 1683 WSTP,.250 X 270 BACK, FIN SEAL 616830 7070 BULB WEATHERSTRIP .187 X 275 67070K 39 40 UFT RAIL COVER CAP 74078 "C" L OR R Q O I.F. A 41 FRAME HEAD 174138' 6063 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 42 4140 I.F. FRAME SILL 6063 -T6 AL 64140 aRm ; $ nu Ux Bu idin6 cadB Ac eptance Nu O — _ 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 A, ==1 © 50 GLAZING SILICONE, DOW 899,995 OR EQUIVALENT 51 1224 VINYL G[AZINGBEAD BULB (THICK) 6TP247W,K I 52 1225 VINYL GAZING BEAD BULB (THIN) 6TP248K 2,764 53 4039 B GLAZING BEAD - 5/16" 6063 -T5 AL 64039B 54 4044 4222 B A GLAZING BEAD - 5/16" W /GRIIL, KIT GLAZING BEAD -7116" 6063 -T5 AL 6063 -T5 AL 644703 64222 �— .062 > nBre z U - �� 3152 ay % / /... 1_•- 55 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 -.4-1.988 -• ..- 59 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 60 GLASS, " 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1 /8" A, .090 PVB, 1/8" HS) 43 I.F. FRAME JAMB d #4141, 6063 -T6 --� � � o L Clink P.E. E U 2 Structural 3971971 P58 .J. 61 62 5/16" LAMI (1 /8" HS, .090 PVB, 1 /8" HS) 63 " 7/16" IAMI (3/16" A, PVB, 3/16" A) " .090 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 2.710 42 FRAME SILL Oa 64 65 " 7/16" LAM! (3/16" HS, .090PVB, 3/16" HS) . F . #4140, 6063 -T6 6y: F.K. 4/ 15/07 C ADD ITEMS 41, 42 & 43 — PARTS LIST - Remaly: F.IC Mere: 10/17/06 rsaAsc„m. 8 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOK0MS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TM " ' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Raw eB F.K. 5/13/06 w flew 2128/06 Rem: A Mocked By J.J. ADO SPACE uem: 3/23/06 DIMENSIONS ITEMS 66 THRU 77. I Visibly Better s R710 NTS sue: 6 m 11 ". 4127 - 10 r v.- C Crean Br F.X. • •• • • • • •• Rem/ ar! F.K .ensd By F.K. Remo sr F.K. Ores. By F.K. ••• •••• • • • •••• • • • • •• • • • • • ••• • "A° I• • •••• 1 • • �• • •••• {I • ._ FLAEsFRAME HEAD • • • 6083 -16 4/15/07 Os": 10/17/06 gym, 5/13/06 Daft 2128/06 • • •• • • • • • --Ifs —.062 .490 ji 11 1 --- 1.451 -.1 O SASH STOP #4025, 8063 -T5 .082 L t 1 II 1.349+1 21 SASH TOP & BOTTOM RAIL #4133, 6063-15 R Rcr&tonx B Re„mm¢ A chra as1- J.J. 1.183 .050 1.096 x ►{ 0 GLAZING BEAD, 5/16" #404413,6063- 15#40448,6083 T5 (USED W/ GRILL KIT) 6 FLANGE FRAME SILL #4136, 6063 -T6 O HORIZ. ROLLER TRACK #4131.6063 -T6 2 7 1.081 I-- SASH MTG. RAIL #40060, 6063H8-T6 [Fe 1.096H --i - f - GLAZING BEAD 7/16" #4222A, 606345 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3123106 3.152 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P 0 BOX 1529 NOKOMIS, FL 34274 PG" Visibly Better 3.090 O FRAME SILL ADAPTER #4137, 6063-76 1.187 17 FIXED MEETING RAIL #405413, 60631-ID-T6 1.291+ -j SASH SIDE RAIL #4126,6063 -T5 9 .050 1.115 - 56 GLAZING BEAD, 7/16" #985C,6083 -T5 (USED W/ GRILL KIT) EXTRUSIONS iea ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sean HR710 1,187 h— Half .678 1.096 53 GLAZING BEAD, 5/16" #40398,6063 -T5 6J 050 59 GLAZING BEAD, 13/16" #4067, 6063 -T5 et 11 .097 4127 -10 Rex C II .738 0 SASH STOP COVER #4053,6083 -T5 1 1.363 13 FLANGE FRAME JAMB #4002A, 6063-T6 PRODUCT ILOVWSED es comply ins with the Florida Belding Code Accepuutco No O Expiration Dam n j , Robert L. Garr, PE PE 839712 Structural ANCHOR QUANTITIES, XOX (114- 112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4° ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 -1112 STEEL SCREWS (G5) mops x SPSUBSTP.TE GLASS TYPES A,B,C,G,H,I GLASS TYPES 0,E,F,J,K,L Z3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES .... WINDOW SUE Wi •r • R • • • HEA!OILL 03 : HEAD & SILL -, y 2 HEAD 8 SILL ' m g HEAD & SILL -, 0) g HEAD & SILL , rn m l HEAD & SILL 4 to 2. GLASS TYPES: g A. 5/16" LAMI - (1/8 A,.090,1/8" A) < B. 5116" LAMI - (1/8" A,.090,1/8" HS) 53.125x 38 • 48.000 48.0 •••• • • • •50.625 54.000 • • • • • ...A.030 601 0 1+41+1G2+1 - 1 +02 +1 +02 +1 2 1 +02+1+02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 G. 5/16° LAMI- (118 1/8" HS) D. 7/16° LAMI - {3116° " A A .090, 3/16" A) • 1 +02 +T +d +I 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 ,.09 3 E. 7/16" LAMI - (3/16" A,.090, 3/16° HS) r� 1 1 +Cti+Cj + 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+0241+0241+0241 +1 ++1 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3 G. 13/16" LAMI 10 -1/8° OR 3/16 A, 5/16° OR 3/8° SPACE, 5/16' LAMI - (1/8" A,.090, 1/8' A) 1 +Cc +T +'C� + 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 H. 13/16 LAMI IG -1/8° OR 3/16 A, 5/18" OR 3/8 SPACE, 5/16° LAMI - (1/8" A,.090, 1/8" HS) 1 +C 44 % -sm 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 +(2 +1 +C2 +1 I. 13/16" LAMI IG -118° OR 3118 A, 5/16 OR 318" SPACE, 5/16" LAMI - (118° H8,.090,1/8" HS) 3 J. 13/16 LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4 SPACE, 7/16° LAMI - (3/16" A,.090, 3/16° A) 1 +C2 + +% ++ 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 +63+1 +03 +1 3 K. 13/16 LAMI 10 - 1/8" OR 3/16" A, 3/16° OR 1/4° SPACE, 7/16" LAMI - (3/16° A,.090, 3/16° HS) wool x 38.375 • • • •4 43 0 • • 1.625 • • • • e44)00 ••• .000 63.000 1 +C!+!+! +1 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1+02+1 +02 +1 2 1 +02 +2 +02 +1 2 L 13!16" LAMI IG -118° OR 3/16° A 3116° OR 114° SPACE, 7/18° LAMI - (3/16° HS,.090, 3/16° HS} 1 +02 +1 41+1 41 3 1+02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +2+02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C'� +1104% • 3 1 +02+1 +02+1 3 1 +C2 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +2 +02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 1 +C2 + + +C2 +1 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 +2 +02+1 3 HEAD & SILL: 101/2 MAX. ON EACH 514E OF MEETING RAIL CENTERLINE. 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 +2 +03+1 3 25 314° MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 1/1" MAX. O.C. 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02+1+02+1 3 1 +03+2 +03 +1 3 TABLE KEY: 74.000x 38.375 48000 50.625 54.E 60.000 63.000 1 +02 +2 +02+1 2 1 +02 +1 +02 +1 2 1 +02+2 +02 +1 2 1+02 +2 +02 +1 2 1 +02 +2 +02 +1 2 1 +02 +2+02 +1 2 X O X 1 +02 +2+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02+1 3 11 +03 +4+03 +1 S 3 H QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1 +02 +2 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +C2 +1 3 1+02 +1 +C2 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +03+2+03 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02+2+02 +1 3 1 +02+1 +02+1 3 1 +02 +2+02 +1 3 1 +02 +2 +02 +1 3 1+0242+02+1 3 1 +03+2 +03+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02 +2 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+2 +03 +1 3 1 +03+2 +03+1 3 1 +02 +2+02 +1 3 1 +03 +2 +C3 +1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000 x 38.375 4&000 50.625 54.030 60.000 63.000 1 +02 +2 +02 +1 2 1 +02+2 +02 +1 2 1 +02 +2 +02 +1 2 1 +02 +2 +02+1 2 1 +02 +2+02 +1 2 1 +02+3+02 +1 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 1 +02 +2+02 +1 3 1 +02 +2 +C2 +1 3 1+02 +2 +02 +1 3 1+02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +03+3+03+1 3 (3" MIN. O.G. ANCHOR SPACING) 1 +02+2 +02 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +04 +3 +04 +1 3 I 125 314° max. . { )+-3° MIN. 1 +02 +2 +02 +1 1 +02 +2 +02 +1 3 1+02 +2+02 +1 3 1+02 +2 +02 +1 3 1 +03+2 +03+1 3 1 +03 +2 +03+1 3 1 +03+2 +03+1 3 1 +03 +2 +03 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +04+3+04+1 3 1 +04 +3+04+1 3 a , •ais G:i '..V:SEO as �zp,_ - ,rid: tY,a Florida Pei!�:7; -ic A.,:.::;,..-./.40o •: _ .oy 9" REF, 3 X O X 106.3750 38.375 48.000 50.625 54.000 60.000 83.000 1 +02 +2 +02 +1 2 1 +02 +2 +02 +1 2 1 +02 +3 +02 +1 2 1 +02 +3 +02 +1 2 1+02 +3 +02 +1 2 1 +02 +4 +02 +1 rT - 2 TYP. 1 +02 +3+02 +1 3 1 +02+2 +02 +1 3 1 +03 +3+03+1 3 1 +03 +3 +03 +1 3 1 +02+3+02 +1 3 1+03+4+03+1 M TG. MTG. RAIL, 1 +02 +3+02 +1 3 1 +02 +2+02 +1 3 1 +03+3 +03 +1 3 1 +03+3 +03+1 3 1 +03+3 +03+1 3 1 +03 +4+03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +03 +3 +C3 +1 3 1 +02+2 +02+1 3 1 +03+3+03 +1 3 1 +03 +3+03+1 3 1 +03+3 +03 +1 3 1 +04+4 +0A +1 3 (SHOWN IN TABLE KEY ABOVE) Expiration > frill ` r By ' 1 +03+3+03+1 3 1 +02 +2 +02 +1 3 1 +04+3+04 +1 3 1 +04 +3 +04 +1 4 1 +03 +3 +03 +1 3 1 +04 +4+04 +1 3 1 +03+3+03+1 3 1 +02 +2 +02 +1 3 1 +04 +3 +04 +1 3 1 +04+3+04 +1 4 1+04 +3 +04+1 3 1 +05+4+05+1 3 1 25 314" MAX. 111.030x38.375 48.000 50.625 54.000 60.000 63.E 1 +02+3+02 +1 2 1 +02 +2 +02+1 2 1 +02 +3+02 +1 2 1 +02 +3 +02 +1 3 1+02 +3+02 +1 2 1+02+4+02+1 2 L I yi "-_1 - -3' M 1/2" TYIN. P. "I k 1 +02 +3 +02 +1 3 1 +02 +2 +02 +1 3 1+03 +3 +03 +1 3 1 +03+3 +03+1 3 1 +02 +3+02+1 3 1 +03 +4 +03+1 3 9* REF. - 1 - 1--4--2---1 1 X Robert L. Clark, P.E. PE IKi8712 Structural 1 +02 +3 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+3 +03 +1 3 1 +03 +3+03 +1 3 1 +03+3 +03 +1 3 1 +03+4+03+1 3 - X I O 1 +03 +3+03 +1 3 1 +02+2 +02 +1 3 1 +03f 3 +03 +1 3 1 +03 +3+03+1 3 1+03 +3+03+1 3 1 +04+4 +04 +1 3 L 1 +03+3 +03+1 3 1 +02+2 +02 +1 3 1+04 +3 +04+1 3 1 +04 +3 +04+1 4 1 +C3 +3+03 +1 3 1 +04+4 +04 +1 3 MTG. RAIL, TYP. 1 +03+3+03 +1 3 1 +02 +2 +02+1 3 1 +04 +3 +04 +1 3 1+04 +3+04 +1 4 1 +04 +3+04 +1 3 1 +05+4 +05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rem F.K fists: 4/75/07 Rata.= C UPDATE TABLE 4 , SELECT VALUES DUE TO ANCHOR CAP ARI 1070 TECHNOLOGY DRIVE NOKCb11S FL 34270 P.Q. SOX 1528 NOKOMIS. FL 34274 ANCHORAGE SPACING, XOX (114-1/2-1/4) rserm, ax F.K. 10/17/06 nen "an": 0 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ' ALUM. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5/13108 A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. .K. Ore°' F.K P°b: 2/28108 00o5 oa 54 J.J. 0nre, 1 3/23/06 1 Visibly Better s°"°"QO�' HR710 s�aa NTS s�az 8 a 11 . m ° a " 6N O ' 4127 - 10 ""f C ANCHOR QUANTITIES, XOX (1/3. 113 -1/3) WINDOWS TABLE 5 GLASS TYPES A,B,G,H ANCHORTYPE> & SMRB3R0.TE • •••• WINDOW SIZE • Via 4441. 48.006x 38.3}5 • 48.000 •i • • • 34.000 60.000 • ••13 • 0 3 0 53.1251' X375 • 48.000 • &041325 ••• 400 60.000 • 0 HEAD & SILL 1 +02 +1 +02 +1 60,01/, le375 48.000 50.625 54.000 60.000 63.000 66.000x 38.375 48.000 50.626 54.000 60.000 63.000 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 86.437 x 38.375 48.000 50.625 54.000 60.000 83.000 Rawe Bp; F.K. Mayon BK F.K. 2,3, WOOD ZONES HEAD•& SILL as HEAD & SIU. • m 1 +3241 +32 +1 21 1+32+1+32+1 1 +C2+1 ti 1+32 +1634+1 1 +C24S +C2#I •••• 1 +32 +1 +C2 +1 1 +32 +4-rd+ 1 +C2 +1,02.01 1+324,361i 1+32+4 1Y+i'j1 1+32+ .i +C2 .1 1 +32733 +011+1 1 +02 +1 ?C2 +1 1 +02 +1 +02 +1 1 +02 +1 +02+1 1 +C2 +1+02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 + C2 +1 1 +C2 +1+02+1 1 +02 +1 +02 +1 1 +C2 +1 +32+1 1 +02 +1+32 +1 1 +02 +1 +02 +1 1 +02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02+1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +32+1 1 +C2 +1 +C2 +1 1 +02 +1 +32 +1 1 +32 +1 +C2 +1 1 +02 +1 +32 +1 1 +03 +1 +33+1 1+32 +1+02 +1 1 +02 +1 +02 +1 1 +C2 +1 +02 +1 1 +C2 +1 +32 +1 1+32 +1 +C2 +1 1 +03 +1 +03 +1 Mb, Rotimm 5/13108 A c++ cnorxrd 228/06 J.J. •7: • 3 • • 3 1 i 3 3 2 3 3 3 3 3 2 3 3 1 +02 +1 +G2 +1 1 +02 +1 +02 +1 1+32 +1+02 +1 3 3 3 2 3 3 3 3 3 2 3 3 3 2 3 3 3 3 3 mar; 323/06 2, CONC ZONES 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +32+1 +C2 +1 1 +C2 +1+32 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1+32 +1 1 +C2 +1 +C2 +1 1+32 +1 +32+1 1 +02 +1 +32+1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1+32 +1 1 +C2 +1 +32 +1 1+32 +1 +32 +1 1 +C2 +1 +02 +1 1 +32 +1 +32 +1 1 +C2+1 +C2 +1 1+32 +1 +32 +1 1 +C2 +1+32 +1 1 +C2 +1 +02+1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +32 +1 1 +02 +1+02 +1 1 +C2 +1+32+1 1 +32+1+02 +1 1 +32 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1+C2 +1 1 +02 +1 +C2+1 1+02+1 +32 +1 1 +C2 +1+32 +1 1 +C2 +1 +32+1 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 1 +02 +1+32 +1 1 +C2 +1 +32+1 3 3 3 3 2 3 3 3 1 +02 +1+32 +1 1 +C2 +1 +02 +1 3 3 1, CONC ZONES 1 +C2 +1 +C2 +1 1 +02 +1 +C2 +1 1 +32 +1 +02 +1 1 +32 +1 +32 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +32 +1 +32 +1 1 +32 +1 +32 +1 1 +02 +1 +02 +1 1+32 +1 +02 +1 1 +02 +1 +C2 +1 1 +32 +1 +32 +1 1 +32 +1 +32 +1 1 +32 +1 +32 +1 1 +02 +1 +02+1 1 +32+1 +32 +1 1 +C2 +1 +02 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +32 +1 +32 +1 1 +02 +1 +02 +1 1 +32 +1 +32 +1 1 +C2 +1 +C2 +1 1 +33+1 +33+1 1 +33+1 +33+1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +03+1 +33+1 1 +33+1 +433 +1 1 +03+1 +33+1 1 +32 +1+32 +1 1 +02+1 +02+1 1 +C2 +1 +C2 +1 1 +03 +1 +33+1 1 +C3 +1 +33+1 1 +C3 +1 +33+1 m 2 3 3 3 3 3 1 +C2 +1 +C2 +1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 ADD SPACE DIMENSIONS GLASS TYPES G THRU L GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD ZONES HEAD & SILL 1 +32 +1 +32 +1 1+32 +1+02 +1 1 +C2+1 +32 +1 1 +02 +1 +02 +1 1 +C2 +1+32 +1 1+02+1 +02 +1 1 +02+1+02 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02+1 1+02 +1 +C2 +1 1 +32 +1 +32+1 1 +C2 +1 +C2 +1 1 +02 +1+32 +1 1 +C2 +1+32 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +33+1 +C3+1 1 +32 +1 +32 +1 1 +C2 +1+32 +1 1 +32 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +32 +1 +C2 +1 1 +C2 +1 +32 +1 1+32 +1+32+1 1 +33+1 +33+1 1 +33+1+33+1 1 +32 +1 +32 +1 1 +02 +1 +02 +1 1 +03 +1 +03 +1 1 +33+1 +33+1 1 +C2 +1 +02 +1 1 +02 +1 +02 +1 1 +32+1 +32+1 1 +33+1+03 +1 m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 1 +C2 +1+32+1 1 +02 +1 +C2 +1 1 +03 +1 +03 +1 1 +02 +1 +02 +1 1 +33+1 +33+1 1 +33 +1 +33 +1 3 3 3 2 3 3 3 3 3 3 3 1 +C2 +1+02 +1 1 +33+1 +33+1 3 3 4 4 3 3 3 3 1 +33+1 +33+1 1+03+1 +C3 +1 4 4 RomtBy We. Revfa4 re: F.K. 4/15/07 C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. F.K. 10/17/06 S REVISE ANCHORAGE FORMAT, 146408 SILL CLUSTERS 2, CONC ZONES HEAD & SILL 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +32 +1 +32 +1 1 +02 +1 +02 +1 1 +02 +1 +32 +1 1 +C2 +1 +C2 +1 1 +32 +1 +32 +1 1 +02 +1 +02 +1 1 +32 +1 +32 +1 1 +C2 +1 +02+1 1 +32 +1 +32 +1 1 +32 +1 +C2+1 1 +02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +32+1 +32 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02+1 +02 +1 1 +C2 + 1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +02 +1 1 +32 +1 +32+1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02 +1 +02+1 1 +32 +1 +C2 +1 1 +32+1 +32 +1 1 +32 +1 +32 +1 1 +02 +1 +02 +1 1 +03+1 +03+1 1 +33+1 +33+1 1 +02 +1 +32 +1 1 +02 +1 +02 +1 1+32 +1+32 +1 1 +32 +1 +32 +1 1 +03 +1 +C3 +1 1 +03 +1 +33+1 N 29 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 1 +C2 +1 +32+1 1+02+1+02 +1 1 +02 +1+02 +1 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 SOX 1529 NOKOMIS, FL 34274 1, CONC ZONES HEAD & SILL 1 +C2 +1 +C2 +1 1 +32 +1 +32 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +32 +1 +C2 +1 1 +33+1 +03+1 1 +02 +1+32 +1 1 +02 +1 +32 +1 1 +C2 +1 +32 +1 1 +32 +1+32 +1 1 +33+1 +33 +1 1 +03 +1 +33+1 1 +02 +1+32 +1 1 +32 +1+32 +1 1 +32 +1 +32+1 1+33+1+33 +1 1+33+1 +03+1 1 +33+1+33 +1 1 +32 +1 +32 +1 1 +02 +1 +C2 +1 1 +03+1 +33+1 1 +33+1 +33+1 1 +32+1 +C2 +1 1 +33+1 +33 +1 1 +33 +1 +33+1 1 +33+1 +33+1 1 +33+1 +C3 +1 1 +03 +1+03 +1 1+32 + 1 +32 +1 1 +33+1 +33+1 1 +33+1 +03+1 1 +04+1 +34 +1 1 +32 +1 +32 +1 1 +33+1 +33+1 1 +33 +1+33+1 1 +33+1 +03 +1 N a m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 1 +03+1 +03+1 3 1 +33 +1+03+1 3 2 3 3 3 3 3 2 3 1 +33+1 +33+1 1 +33+1 +03 +1 3 3 3 4 2 3 3 3 4 4 Vuibb Better NOTES: 1. ANCHOR TYPES: 2. GLASS TYPES: 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: 10 VT MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/7 MAX. 0.3. TABLE KEY: ri-25 3/4° MAX TYP. oSe 9 11 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACI-J OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. 0.0. ANCHOR SPACING) MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX (113-113-113) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT again g 4127-10 Rew MODUCT REVISED as copmying with Florida Code Eli bunco Datc Sy Ed ion Product on f/V Robert I_ Clerk RE. PE #30712 Structural ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: TYPES: 1/4° ELCO TAPCONS 2 - TYPES: 5/16" LAMI - (1/8° A,.090, 1/8" 5/16° LAMI - (1B" A,.090, 1/8" 5/18" LAMI - (1/8° HS,.090, 1/8" 7/16" LAMI - (3/16" A,.090, 3/16° 7/16° LAMI - (3/16" A,.090, 3/16° 7/18° LAMI - (3/16° HS,.090, 13/16° LAMI IG - 1/8° OR 3/18° 13/16° LAMI 13 - 1/8° OR 3/16" 13/18° LAMI IG -1/8" OR 3/16" LAMI IG -1/8° OR 3/16° 13/18" LAMI 10 - 1/8" OR 3/16° 13/16° LAMI IG -1/8° OR 3/16° ANCHOR QUANTITIES FOR WINDOW & SILL: 1012° MAX. ON 183/4° MAX FROM JAMBS: 9° MAX. FROM KEY: O X 1/4° ELCO SS4 CRETE -FLEX 3 - #12 A) HS) HS) A) HS) 3/16" HS) A, 5/16" OR 3/8° SPACE, 5/16° LAMI A, 5/18" OR 3/8° SPACE, 5/18" LAMI A, 5/16° OR 3/8° SPACE, 5116° LAMI A, 3/18° OR 1/4° SPACE, 7/16' LAMI A, 3/16° OR 1/4" SPACE, 7/16° LAMI A. 3/16° OR 1/4" SPACE, 7/16" LAMI ARE PER ADJACENT TABLE AND BASED SIZES NOT SHOWN, GO TO NEXT LARGER EACH SIDE OF MEETING RAIL CENTERLINE. CORNERS. CORNERS AND 2212° MAX O.C. QUANTITY PER JAMB AND SILL ANCHOR QUANTITIES STEEL SCREWS (G5) - (1/8° A,.090, 1/8" A) - (1/8 ".0,.(190,1/8° HS) - (1/8° HS,.090, 1/8° HS) - (3/16° A,.090, 3/16°A) - (3/16° A,.090, 3/18° HS) - (3/16° HS,.090, 3/16° HS) ON THE FOLLOWING WINDOW IN TABLE. ANCHOR TYPE ' S>311ErSIVATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2 , 3 , WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1, ANCHOR 1 - ZONES ZONES ZONES ZONES ZONES ZONES •••• WINDOW�6 {2E I* V • H I 2. GLASS A. B. C. 37.000 x 38.375 • • •43.000 • • •: 50.625 • • • • 54.000 • • • • • bb.000 • 63.000 iii• :2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 D. E. 1 +Ca+1, • 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 F. + 1, • 3 1 +C2 +1 3 1 +C2 +1 3 1 +02+1 3 1 +C2 +1 3 1 +02 +1 3 G. H. 1+ icitl, 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 I. J. 13/16" K. L. 3. WINDOW DIMENSIONS. HEAD TABLE EXAMPLE f +Cit1 • 3 1 +C2 +1 3 1 +C3 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1.-+,Rt1 • 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 484104x38.375 •• 48.000 • • • 50.625 • •••• 94.000 •••• 60.000 83.000 rat, • 2 1 +(+1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 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 +C2 +1 3 •+0E +1 •3 1 +02 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +C2 +1 3 1+C3 +1 3 1 +C2 +1 3 9 +C2 +1 3 1 +C3 +1 3 1+02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +03 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 2 I2+c3 +2 I 3 F.-ANCHOR 1 +02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 HEAD 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 C E O CENENTERTERED D ON OF THE PLUS (2) ANCHORS VENT AND FIXED ANCHORS TOTAL (3" MIN. O.C. ANCHOR 3/4' MAX --°MIN. - 9" MEE MEETING RAIL AT OPERABLE SECTION. (7) AT HEAD AND SILL. SPACING) ANCHORS 1 +03 +1 4 1 +02 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 C3+1 4 C3 +1 3 1 +C4 +1 3 6a000 x 38.375 48.000 50.625 54.000 60.000 63.000 02 +1 3 C2 +1 2 02 +2 2 02 +1 3 C2 +1 2 2 +C2 +2 2 C2 +1 3 02 +1 3 03 +2 3 C2 +1 3 C2 +1 3 2 +C3 +2 3 C3 +1 3 02 +1 3 C3 +2 3 C3 +1 3 C2 +1 3 2 +C3 +2 3 C3 +1 4 02 +1 3 C3 +2 3 03 +1 4 C2 +1 3 2 +03 +2 3 I 18 I-..-11-..--3 o rcr w i th h e Florida Ruddier, Co _. Acaefacer. No. 0815 C3 +1 4 03 +1 3 C4 +2 4 C3 +1 4 C3 +1 1 2 +C4 +2 " REF. 1 MTG. CLUSTER t x RAIL i O QTY. OF (3) 03 +1 4 C3 +1 3 04 +2 4 C3 +1 4 03 +1 2 +04 +2 r WI 66 x 38.375 48.000 50.625 54.000 60.000 63.000 02 +2 02 +1 02 +2 02 +2 C2 +1 2 +C2 +2 C2 +2 02 +1 C3 +2 02 +2 03 +2 02 +1 2 +C3 +2 03 +2 C3C3 +2 C2 +1 C3 +2 02 +1 2 +C3 +2 02 +1 03 +2 C3 +2 C2 +1 2 +03 +2 EXAMPLE (SHOWN I F I I + IN 18 X TABLE KEY ABOVE) 3/4° MAX . ANCHORS Fsp auoa Dam L ?o/! BY ii:.. • , ca C3 +2 C3 +1 C4 +2 03 +2 C3 +1 2 +C4 +2 C3 +1 C3 +1 C4 +2 C3 +2 C3 +1 2 +C4 +2 RAIL 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 +C2 +2 2 +C2 +2 2 +02 +2 2 +C2 +2 2 +C2 +2 -; --► 1n° TYP 1- .---3° MIN. 1- t O QTY. OF (4) 2 +03+2 2 +02 +2 2 +03 +2 2 +C3 +2 2 +02 +2 2 +03+2 9° REF. 1_ MTG. CLUSTER C f� o> Robert L. Clark, P.E. PE 839712 Structural 2 +C3 +2 2 +02 +2 2 +03 +2 2 +03 +2 2 +02 +2 2+03+2 W/ 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C3 +2 2 +03 +2 2 +C4 +2 2 +C3 +2 1 +C3 +1 2 +04 +2 2 +C3 +2 2 +C3 +2 2+C4 +2 2 +C3 +2 1 +C3 +1 2 +C4 +2 2 +C4 +2 2 +C3+2 2 +04 +2 Rea46y' F.K. oma: 4/15107 Revs' C CHG. TABLE # TO 6, & SELECT VALUES DUE TO ANCHOR CAP. ADJ 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275' P.C. BOX 1520 NOKOMIS. FL 34274 ANCHORAGE SPACING, OX AND XO WINDOWS Re„aty. F.K. o�: 10717106 RaVbbnz 5 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rer�ey: F.K. Gaze: 5/13/06 RaWbns: A ADD SPACE DIMENSIONS TO GLASS TYPES 0 THRU L. pm.n 8): F.K. Dare: 212806 charlottes J.J. yam. I 3/23/06 1 Visibly Better s rwaed HR710 NTS O9°n R 10 d 11 4127 - 10 C MIN 3.4 KSI CONCRETE • • 1x WC? BUCK, • *NOM 3) • • • 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 ; : NOTE 1 L • X7I •••I 1/4" •••• •• 1.400( SHIM • •OON•RETE • • • • • WOOD • a I � �I�1 DE'�l�i1LA NOTE DETAILS •••• — 111 - 19164 - - • TYI;IL.,F .ANGE FRAME HEAD SECTIONS • • • • •1111 • .1.x. _ . •— •• • • 1S �IIM 4d" • • 'IN. WOOD ANCHOR, NOTE 2 CONCRETE ANCHOR. NOTE 1 2x WOOD BUCK, NOTE 3 DETAIL E 1/4" MAX. SHIM 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A 1/4 MAX. SHIM 1 .• NO 1 A I 1 3/4° MIN. A ° MIN. 3.4 KSI TYP. " _ . CONCRETE 2x WOOD - ° b A DETAIL C BUCK, NOTE 3 DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS 1 3/8" MIN. WOOD ANCHOR, NOTE 2 SEE 1 3/8" MIN. A NAILING NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE 412 TRIMFIT HEAD. ) 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE 412 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH 412 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 114° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT�DITION. (1.5 KSI CMU) OR PER NOTE 1 A ' (3.4 KSI CONCRETE) • 1 3/4" EXTERIOR INTERIOR ° " MIN. E.D (H E& SILL DETAILS TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 112" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS 0, H & 1. DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS ? Monde �J:• 11B9cn lame Ye t '201/ By Mi 7 an Rand Sy F.K. F.K. Reesel Awe By F.K. O,a= Br FK oa: 4115/07 10/17108 mew 5/13706 nor 2/28705 R. "'' REVISE NOTES 182 REGARDING TRIMFIT HD. & EMBEDMENT. C ADD I.F. FRAME. CHG. NOTE 6 TO FBC, 'CURRENT EDITION' Rawm,.: 8 R".aa: A Chockod Ett J.J. REVISE EDGE DIST. , EMBEDMENT& SHT. REFERENCES ADD NOTE 5. 06 I 1070 TECHNOLOGY DRIVE NOKOMIS, 71 34275 P.C. BOX 1529 NOKOMIS. M.34274 PST Visibly Better ANCHORAGE DETAILS Vfir ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Swce¢lcdet 718710 Half wr am"esW 11 + 11 4127 - 10 Robert L. Clark P.E. 7E409712 Structuret