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WS-16-1018 pp Miami Shores VillageTypB:,WW111(ows/'�ht ttem �o 10050 N.E.2nd Avenue NW (/'6!jjr�� /M oy i 4 Ma,,µ �y ttn ppl� � d '• ��1Jjtrt�t�V�� nl�� Y�A �7��R�.t'�7�1 Miami Shores,FL 33138-0000y ilTr`ttAftiS At4+ I Phone: (305)795-2204 Ftonlv�+ Issue iiiik 4!201201 Expiration: 10/17/2016 Project Address Parcel Number Applicant 46 NW 105 Street 1121360131190 HERBERTDAVIS Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell HERBERT DAVIS 46 NW 105 Street MIAMI SHORES FL 33150-1242 Contractor(s) Phone Cell Phone Valuation: $ 600.00 HOME OWNER Total Sq Feet: 0 Type of Work:REPLACE WINDOWS(11)IMPACT Available Inspections: No of openings:11 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoice# WS-4-16-59428 $3.15 04/20/2016 Credit Card $231.90 $0.00 DCA Fee $3.15 Education Surcharge $0.20 Notary Fee $5.00 Permit Fee $210.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $231.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni g. Fut ermore, authorize the above-named contractor to do the work stated. �y„ /7l�� April 20, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 20,2016 1 Miami Shores Village6 ; r Building Department APR 15 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 - INSPECTION LINE PHONE NUMBER:(305)762-4949 �-f FBC 20Iq BUILDING Master Permit No. W5 ((2" 09 PERMIT APPLICATION Sub Permit No. F-IBUILDING r-j ELECTRIC ROOFING REVISION ❑ EXTENSION ®RENEWAL F-IPLUMBING F-1 MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION EJ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 331..5- 6 Folio/Parcel#: Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: �j OWNER:Name(Fee Simple Titleholder): /1e&X,0 R J \216?II/ C —Ph one#• / 2-zz Address:: U City: / (/fiM �� D /1 e S State: rl Zip: Tenant/Lessee Name: Phone#: Email:_ U cZ 4 3 7 60 AQ Cd Ll CONTRACTOR:Company Name: t'v � C/(/O K1 tem' Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: --// Value of Work for this Permit:$ Square/Linear Footage of Work: .'4 J g9' 4 �T Type of Work: ❑ Addition ❑ Alteration ❑ New © Repair/Replace Demolition Description of Work: 4,61, Al)� .'O Specify color of color thru tile: Submittal Fee$ Permit Fee$ I V CCF$ CO/CC$ i 2 ©o Scanning Fee$ Radon Fee$ 3 . DBPR$ 3•�,j Notary$ -� Technology Fee$ 0•Z6 Training/Education Fee$ 0,20 Double Fee$ 0 Structural Reviews$ Band$ 0 TOTAL FEE NOW DUE$ !.i?J •�� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 notice, the inspection will not be approved and a reinspection fee will be charged. ( l Si nature 14, a•. !; t � Signature OWNER or AGENT CONTRACTOR The foregoing instrum nt was acknowledged before me this The foregoing instrument was acknowledged before me this T—day of r`'{ 20 l 6 by day of 20 by AEM��— t`ANh Is l e sr ovally known to who is personally known to me or who has produced L- D 1 � I ( as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY BLIC: NOTARY PUBLIC: Si n- Sign: Print:Sl ©(� (��L� � Print: f Seal., ;tip"Y"�e, 1`10,9ry-1 ndc.State of Florida Seal: Sind;;;Alvarez My Commission FF 156750 oPExpires 09!0312018 APPROVED B "�� Y Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r 5t! — Miami Shores Village nu Building Department 10050 N.E.2nd Avenue 6„ x,6 ��RIDp Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: //Z`/Z ,�e 2 / ( D119-VI DATE: ADDRESS: 00 7 (p A.) 5 �� /a4 M i V /�D�e. PL 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. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial- 2. nitial2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,1 am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial / T A/L 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial Wip,v 6. 1 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. InitialWA�� 7. 1 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. Initial 8. 1 understand that 1 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. Initial�� 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply withal[applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 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.mvfloridalicense.com/dbpr/pro/cilb/*lndex.html � /1 Initial [,(r ' 4 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 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 owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of t`— 20 (� By_ ��` �ca�'� who was personally known to me or who has Produced there License or - `bfz ilk L(UE-O'Z - as identification. V e Nota Public t ry Sate of Florida OWNER NOTARY o SindiaAlvarez °APg My Commission FF 156750 OF 6�°� Expires 09/03/2018 He-(?Ice-r�1 fJl 2>AL) cS 4 Lo n) LL-� jos � h�L �� i5a f'lev�r2 ( c� ko2es �CEIVED 3 65 `l ';�"{ 7 2-0'2-"L MAY 2 2 2014 BY: 71� 6cj, AL) 01 LA U 3706 Fl%3 a �oG 15 Tk soon WO 0101 Af� ti fol G lc:;p 04/09/2012-4:43pm gabriels FAOl Project Files\2010-MPSWOO Wind Charts\ Reference100-MPS10-400 Series C&C(Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH _5 60' _ r DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=1.0 f INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN r Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE S INSTRUCTIONS FOR TABLE USE: Roof Tabuta Area S Ft = Roof Tributa Area Ft 1. TABLES ARE INTENDED TO DEPICT'4ME-.'WORST CASE'PRESSURES.'WORST CASE'IS Height 10 - 20 25 30 "� -40 -45 5p eight 10 25 30 35 40 45 50 DEFINED AS THE CR 'L`COfybI OWOIIANYUNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO NS-REQUIRED FOR U�EPITH THESE TABLES. 1. `-49.9 -49.0 -48.3 -47.7 -4.3 =46 -6.1 -60.6 -58.8 -5 5 -56.4 -55.4 -54.6 -53.9 -53.2 2.TABLES VALID OhiL BDILI�jNBSY2F M ROOF HEIGHT AS LIMITED ABOVE. _ 0-15 ft '� ° 0-15 ft - 3 TABLES VALID F'R� OOF�Y-P£�i-&''SL,OpES.APPLICABLE REDUCTIONS FOR ROOF SLOPES 1 +45.9 +45.0 +44.3 +43.8 +4.3 S'•t-d'Z.5 +42.21 .1 +45.9 +45.0 -3 +43.8 +43.3 +42.9 M2.5 +42.2 LESS THAN 10°SHALL BE RF©R�1E BYANT INEER AS A SITE SPECIFIC CONDITION. -51. -50 -49.7 -49.0 -48.4 �AV�q -47 S__� 71 -4$.S -64. -61.4 - -8.3 -57.1 -56.2 -55.3 -54.6 -54.0 4,IDENTIFY THE BUIL[}NCsPJEg1V(AVE RA�'6E)`ROOF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +47.8 +46.5 +45.6 +44.9 +44.4 -M3 5 t43 1 +42,8 16 k +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 CANNOT BE IDENTIF1 D,1lSETHE PEAK EIGHT. -52.5 -51.2 -50.3 -49.6 -49.0 ,r X83.7- '7.4 -64.8 -62.2 -60.4 -59.0 -57.9 -56.9 -56.1 -55.3 -54.7 5.ALWAYS ROUND'�R�327Ft#.EIGHTS I}V�#�'i�Tj!$LE VALUE OR CONSERVATIVE ASSUMPTION. r 6.CALCULATE THE TRIBt1AfYE OPENING IN QUESTION(HEIGHT WIDTH)OR 17ft +48.4 +47.1 +46.2 +45.5 +44.9 +0 l--+43.3 -X17 ft +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 +43.6 +43.3 THE SPAN LENGTH(HEIGHT)MI C` Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -53.1 -51.8 -50.9 -50.2 -49.6 :4, -48- (^ -� -65.6 -63.0 -61.1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 THAN ONE-THIRD THE SPAN,LEN H 6HT? 3).�USETHE AREA BETWEEN STRUCTURAL 18ft � \ uU )18fti OPENINGS ONLY-j11410�(Ld1I1 N RIiCTURALMULLS. IF THE TRIBUTARY +49.0 +47.7 +46.8 +46.0 +45.5 -+45�. +4G. ±44 -+43_8 +49.0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +q4.2 +43.8 AREA OF AN OPENING`CANN EIb - ° E`MOST CRITICAL(10 SQUARE FEET)SHALL -53.7 -52.4 -51.5 -50.8 -50.2 -49�tt',44*, .J'l -4g3g -66.3 -63.7 -61.8 -60.4 -59.2 -58.2 -57.4 -56.6 -55.9 BE USED.ALWAYS ROUND �'Ak yYARE -{?(- 4 TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +49.5 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 19 ft +49.5 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 TRIBUTARY AREAS THAN"PUBL'YSHLD,USE THE_A GEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -54.3 -53.0 -52.0 -51.3 -50.7 -50.2 -49.8 -49.4 -49.1 -67.0 -64.4 -52.5 -61.1 -59.9 -58.9 -58.0 -57.2 -56.6 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 20 ft +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -54.9 -53.5 -52.6 -51.9 -51.3 -50.7 -50.3 -49.9 -49.6 -67.7 -65.1 -63.2 -61.7 -60.5."33.5`-58.6_ -57.8-757.1 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +50.6 +49.2 +48.3 +47.6 +47.0 +46-5 +46.0 +45.6 +45.3 21 ft +50.6 +49.2 +48.3 +4�i6=-+47:0 -+46.5 +4{a0 s(d +45.3 22 ft -55.4 -54.1 -53.1 -52.4 -51.8 -51.2 -50.8 -50.4 -50.1 22 ft -68.4 -65.7 -63.8 -68.31`--6I„2 �k &WA -57.7 11 +51.1 +49.7 +48.8 +48.0 +47.4 +46.9 +46.5 +46.1 +45.7 +51.1 +49.7 +48.8 +401 7_4 446.3 4 % 446.1 +45.7 GENERAL NOTES' -55.9 -54.6 -53.6 -52.9 -52.2 -51.7 -51.3 -50.9 -50.5 -69.0 -66.3 -64.4 4 9i`x,5,7 -,j6p.6 -S9,1 :59.0 -58.2 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +51.6 +50.2 +49.2 +48.5 +47.9 +47.4 +46.9 +46.5 +46.2 23 ft +51.6 +50.2 +49.2 +' .5-._+479 +47.4 +4s.4 346.5 +46.2 METHODOLOGY'PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -56A -55.1 -54.1 -53.3 -52.7 -52.2 -51.7 -51.3 -51.0 -69.7 -66.9 -65.0 -63.5 -=62 2''=61.2 f .3 `='59:5 -58.8 CRITERIA AS OUTLINED HEREIN. 24 ft +52.0 +50.6 +49.7 +48.9 +48.3 +47.8 +47.3 +46.9 +46.6 24 ft +52.0 +50.6 +49.7 +48.9 +48,3'_+4ilg.• 17.3 +46.9 +46.6 FOR THE WIND SPEED AND EXPOSU E SPECIFIED.2.DESIGN IS BASED OTHESE TABLES NOT FOR N THE 3 SECOND GUST(USE WITH ESSEWIND NTIAL FA ILITIES OR ASSEMBLY -56.9 -55.5 -54.6 -53.8 -53.2 -52.6 -52.2 -51.8 -51.4 -70.3 -67.5 -65.5 { ,�.-2-�;��, 6:7 .818'p��60�pry -69.3 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +52.5 +51.1 +50.1 +49.3 +48.7 +48,2 +47.7 +47.3 +47.0 25 ft +52.5 +51.1 +50.1 =+4�.3'`IkQB`7 +4 2-1+4'7.7 ''�r47.3� -sd7.0 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -57A -56.0 -55.0 -54.2 -53.6 -53.1 -52.6 -52.2 -51.9 -70.8 -68.0 -66.1 -644--7 X1 �2:4" �_y__:5 -59.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26ft +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 26ft +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 WALLS AND VERTICAL SURFACES ONLY. -57.8 -56.4 -55.4 -54.7 -54.0 -53.5 -53.0 -52.6 -52.3 -71.4 -68.6 -66.6 -65.1 -63.8 -62.7 -61.8 -61.0 -60.2 3.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. 27 ft +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 27 ft +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.71 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.4 -1;51Z 52-Z,.. -72.0 -69.1 -67.1 -65.6 -64.3 -63.2 -62.3 -61.4 -60.7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft �--_z8 ft COEFFICIENTS LISTED HEREIN SHAIL-BE-DICTATED AND VERIFIED BY THE GOVERNING +53.7 +52.3 +51.3 +50.5 +49.9 +44 -+485 +q83' --z:"� +53.7 +52.3 +51.3 +50.5 +49.9 +49.4 +48.9 +48.5 +48.1 BUILDING DEPARTM --ANO:PERMI[H4LOER:NQ-N�RRANTY FOR APPLICABILITY OF TABLE 29 ft -58.7 -57.3 -56.3 -55.5 -54.9 - 3 f-33.8 3: j1 -72.5 -69.6 -67.6 -66.0 -64.8 -63.7 -62.7 -61.9 -61.2 VALUE USE IS OFFER i RET ^-„�, �i +54.1 +52.7 +51.7 +50.9 +50.3 +4.7� / 29 ft 5.THIS SPECIFICA UN' -58.7 ANY PRODUCT APPROVED +48: 3471,y< l +54.1 +52.7 +51.7 +50.9 +50.3 +49.7 +49.3 +48.8 +48.5 CERTIFICATION. RE ERAN.1'SEI?ARA'IELV'�b`U$MITT'ED TEST CRITERIA AND OTHER -59.1 -57.7 -56.7 -55.9 -55.2 -5�.7 + 2„, 8 +L ;, -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.2 -62.3 -61.6 APPROVALS FOR DE.Tt tNSf4l TIOPI'1 FO'MATION AND APPLICABILITY OF THESE TABLE 30 ft 30 ft VALUES WHICH IS TO BE#tIFTE1Y OTHERS 1N<ACCORDANCE WITH GOVERNING CODES. +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +49b. 449 2 Zgl +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 LIUCAE 6.ADHERE TO ALL IMPACT PRO ON SYSTEM ORDINANCES. 32 ft -60.0 -58.5 -57.5 -56.7 -56.0 -55:�'�--5 .D�-` 4 9,).2` "32 ft -74.0 -71.1 -69.0 -67.4 -66.1 -65.0 -64.0 -63.2 -62.4 7.NO CERTIFICATICl"&-QFFEREO-WR INTEGRITY OF THE HOST STRUCTURE. +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3' $-+'/(9.5 +55.3 +53.6 +52.8 +52.0 +51.3 +50.8 +50.3 +49.9 +49.5 B.EXCEPT AS EXPRESSLY P EI{J3 IN,NO ADDITIONAL CERTIFICATIONS OR _ AFFIRMATIONS ARE INTENDED. _ 35 ft -61.1 -59.6 -58.6 -57.7 -57.1 5&- on - _C � � -75.4 -72.4 -70.3 -68.7 -67.4 -66.2 -65.3 -64.4 -63.6 a=SO%OF LEAST' 1 D MENS10 ^/a�(1 4REQUIRED. ROOF PEAK ROOF +56.3 +54.8 +53.8 +53.0 +52.3 '=+5I'.7 �+SY. 8 X504 ��--I +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 HEIGHT EAN WHICHEVER IS SMALLB)r1'rjyF3_�'JE,ES,SFf@�tt OF LE -62.8 -61.3 -60.2 -59.4 -58.7 -58�- - ,6;y 7 68 -77.6 -74.5 -72.3 -70.7 -69.3 -68.1 -67.1 -66.2 .65.4 --7 ft +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 40 ft +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 DIMENSION OR 3FT(1tirhiSiZONE S4AALL--IN QUESM AN ENGINEER FOR A MOPE SPECIFIC INTERPRETATION IFROOF -64.4 -62.8 -61.7 -60.9 -60.2 -59.6 -59.1 -58.6 -58.2 -79.5 -76.4 -74.2 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 VE HEIGHT 45ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 45ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 aaOF-65.9 -64.3 -63.1 -62.2 -61.5 -60.9 -60.4 -59.9 -59.5 -81.3 -78.1 -75.8 -74.1 -72.6 -71.4 -70.4 -69.4 -68.6 HT50ft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 50ft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4-57.2 -65.6 -64.4 -63.5 -62.8 -62.1 -61.6 -61.1 -60.7 -82.9 -79.7 -77.4 -75.6 -74.1 -72.9 -71.8 -70.8 -70.0 55 ft 55ft 5 5+61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5-68.4 -66.8 -65.6 -64.7 -63.9 -63.3 -62.7 -62.3 -61.8 -84.5 -81.1 78.8 77.0 -75.5 -74.2 -73.1 -72.1 -71.3 60ft +63.1 +61.4 +60.2 +59.3 +58.6 +580 +57.4 +56.9 +56.5 60ft +63.1 +61.4 +61.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 WALL ZONE FIGURES ISO 9 mREMARKS DRWN CHKD DATE 'n M o INR ISSUE GSS TSB 03/05112 2010 FLORIDA BUILDING CODEjib(ZNXGpRlNEESEl;lNG o $ Gm REV-ADJUSTED HEIGHTS GSS TSB 04709/12 m 3 ASCE 7-10,CHAPTER 30O r FA z Ln - - DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, #106 m 71I-' r MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 o y in O m THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PH: 954 354-0660 FAX: 954 3 N _ v O r z P E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART 54 0443 z 0 2 -P WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO,P.E. WWW.E N G EX P.CO M t �� •• ING,OR OTHER 0 Ul ,Ivn MARKIN ALTERATIONS, THIS DOCUMENT TARE NOT PERMITTED AND ASCE 7 - 10 CERT OF AUTH#9885 to INVALIDATE OUR CERTIFICATION. Florida Building Code Online Page 1 of 2 \ w ` r tip + t ` Sii f1 y,2� ..4.,......c...e.... �� a.«....... w:..... aur .. � Aon a:DepartrreW! BCIS Home i Log In User Registration Hot Topics Submit Surcharge j Stats&Facts Publications FBC Staff BCIS Site Map Links Search j Busines Professii AGI product Approval •b t�^'�.USER:Public User Regulation kt�tliv�4 �4itl.•W91�e5!® Product Approval HIM>Product or Application Search>Application List>Application Detail ' &mI FL# FL15814 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC r and/or the Commission if necessary. Comments Archived _... Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 EM 207 miafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Emati 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 EM 291 btenace@cws.cc Quality Assurance Representative Cal Lady Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 cledy@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E 1300-04 2004 ASTM E 1996-09 2009 ASTM E1886-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquegl%2bT71%2... 9/3/2013 Florida Building Code Online Page 2 of 2 Date Submitted 08/01/2012 Date Validated 09/18/2012 Date Pending FBC Approval Date Approved 09/20/2012 .....___._.._...___.._....__._.__.. ._..._.._........_........._......._. ..—.----_ ............_._.._...._._..---..............-.................._._...._...........__.._.........._..----_-...._...-..........._..__..._.�..-'-- Summary of Products FL# 114odel,Number or Name Description 15814.1 HS-7700 Horizontal Slider HS-7700 Aluminum Horizontal Slider,Single Glaze,Impact. Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL15814 RQ C CAC CAR 138 1032 odf Approved for use outside HVHZ:Yes FL15814 RO C CAC CAR 138-1033.odf Impact Resistant:Yes FL15814 RO C CAC CAR 138-1037.Ddf Design Pressure:N/A FL15814 RO C CAC CAR 138-1044 odf Other:Large Missile Impact,see Installation drawings for DP and sizes. FL15814 RO C CAC CAR 138-508 odf Glass complies with ASTM E 1300-04. FL15814 RO C CAC CAR 138-509.odf Quality Assurance Contract Expiration Date 05/26/2016 Installation Instructions FLIS814 RO II GWS-774(HS-7700 SG Impact)odf Verified By:Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL15814 RO AE DuPont PVB NOA 11-0624 Mod FL15814 RO AE Eval Rep CWS-774(HS-7700 SG Impact)Ddf lCreated by Independent Third Party:Yes Ltack, ..., Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrfaht 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis provided may be used for offidal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: AG'i:U3'1$1 i4tT&:.IC.:9 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquegl°/D2bT71%2... 9/3/2013 �r Florida Building Code Online Page 1 of 2 F7 \i � a i rYM1ly €a gf;:" BCIS Home a LoVn User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ; Unks ? Search 3usines ` � ti� Professi ( I0�, =�uct Approval Public User Regulation ` I I= Product Approval Menu>Product or Aopiicadon Search>Application List>Application Detail « - � FL# FL15699 b Application Type New r Code Version 2010 Application Status Approved •Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 miafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 ciedy@cws.cc Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E 1300-04 2004 ASTM E 1996-09 2009 ASTM E1886-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvutH8j IpVzpOU... 9/3/2013 Document Title: Doc No: FRM B1-02 Structural Performance Rev No: 6 Page: 1 Of: 1 KEYSTGIN - 1 PIG. Certification C E RY1 E'I C AT/ON®. Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 1032.0 Issue Date: 7/5/2012 Revision Date: 7/12/2012 Expiration Date: 5/26/2016 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 7700 Aluminum Impact Horizontal Slider XO 1900 SW 44th Avenue Operator Type: HS Ocala FL 34474 Config: EM/IM, GS-5/16"Ann Lami Mono Max Width: 74 Max Height: 64 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-08 Class LC-PG60 1880x1626 (74x64)-Type HS Qualifying Test Information: Test Report No: NCTL-210-3817-1A Test Report Expiration: 5/26/2016 Authorized Signature: Keystone Certifications, Inc. Digitally signed by Steven M.Urich y DN:cn=Steven M.Urich, 564 Old York Road, Suite 5 6 ' o=Keystone Certifications,Inc.,ou, Etters, Pennsylvania 17319 j email=surich@keystonecerts.com, Phone: 717-932-8500 c=US Fax: 717-932-8501 Date:2012.07.13 10:09:11 -04'00' W W W.K EYSTO N E C E RTS.C O M a HORIZONTAL SLIDER ELEVATION ALUMINUM IMPACT REQUIREMENT: (IMPACT) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION,INCLUDING HVHZ. 75 1/4"FLANGE WIDTH 86 1/2" FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) 74"UNIT WIDTH 85 1/4" UNIT WIDTH 3.CONFIGURATIONS:'OX","XO","XOX'. 3713/16'SASH WIDTH A E 'FRAME SPRING SIDE LATCH APPROVED UP TO SASH WIDTHS OF 281/16"AND 281/16"SASH WIDTH 7 g MAX+/-SODP. - - - C - - - - 'FRAME MEETING RAIL LOCKS VALID FOR ALL SASH WIDTHS. 7 65 1/4" 331/16• 331116' F 65 1/4" 215116• 251/2 4.DESIGN PRESSURE RATINGS(SHEET 3) FLANGE B GLASS DLO GLASS DLO 8 FLANGE GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES HEIGHT 7 HEIGHT ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E-1300. o5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN 64" 571/16' 667/8' 571116' 567/8'Glass Gss �" � cuss � I OF THIS PRODUCT,SEE SHEETS 7-8 FOR INSTALLATION DETAIL,WIND LOAD DURATION UNIT DLO 01.0 UNITLJG�� DLo FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. HEIGHT HEIGHT 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED, X 60 9/16" OX 60 SH 7ALL FRAMES AND VENTS ARE SCREWED TOGETHER,SMALL JOINT SEAM SEALANT HEGHT C] I HE GHT USED AT ALL FRAME JOINTS. L _ _ _ 8.SERIES/MODEL DESIGNATION HS-7700. p OX or OX 1/3-1/3-1/3 9.Ix or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO 7 DESIGN PRESSURE RATING DESIGN PRESSURE RATING PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK OR FRAMING IS THE +60 +50 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 113 1/4" FLANGE WIDTH 55 3/4"FLANGE WIDTH 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE SASH,O= 54 1/2" UNIT WIDTH FIXED SASH 112"UNIT WIDTH 28 1 H SASH 11.SECTION CALLOUTS FROM OX AND ELEVATIONS APPLY TO ALL ELEVATIONS IN A 28 1/16"SASH WIDTH FWIDTH SIMILAR LOCATION. 12.WEEP SLOTS=114"X 1"LOCATED 6"FROM BOTH ENDS. 651/4" 215116' 521/4' I 651/4" 215/16' 215/16' FLANGE Guss I). GLASS DLO FLANGE GLASS DLO GLASS DLO HEIGHT I HEIGHT 571/16' 587/8' I 571/16' I 587/8' 64" GLASS GLASS I GLASS G ASS " UNIT DLO DLO DLO DLO UNIT HEIGHT HEIGHT �HE SH6" I X SASH60 E/1 6" X O IGHT p a HEIGHT I [, LUCAS TURNER,FL.P.E.,58201 MAX X/0 UNIT SIZE WITH kt A 1°EW '11 1/4-1/2-1/4 FRAME SIDE LATCH.SEE `,vet PNORE..`P'00, DESIGN PRESSURE RATING NOTE#3 ��qt?;�G •dy�'•. ,p yrs C?�� TABLE OF CONTENTS + 0 rZ O r " ' r DESIGN PRESSURE RATING v; No 58201 '"11 1900 SW 4444 TH AVE. �O� i30 * * OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS..................................1 p ANCHOR SCHEDULE&NOTES.......................................2 Lucas Turner - RLE: GENERAL NOTES&ELEVATIONS-IMPACT �4Z GLAZING DETAILS...........................................................3 ' '. STATE OF ,4U 2012-07-3116:49-04:00 i O,• FAWN BY: ATE: COMPARATIVE ANALYSIS..............................................4 i.p",F' p,:��. 7700 ADE 06/01/12 SECTION VIEWS&ALT.FRAME'O/X",-X/O-,'X/O/X".....5 PROPRIETARY AMCONMEN71AI. 7/31/2012 rrr F•,1 0 R l� �� EXTRUSIONS&BILL OF MATERIALS.............................6 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ileal "•••'• ';"I av t MODEL:HORIZ.SLIDER L NTS ° ° CWS-774 INSTALLATION DETAIL..................................................7,8 WRRTEN PERM PERMISSION CF USWINDOW SYSTEMS,INC.ANY T OM W WDOW SYS EMS WC S ROHIBRED.PRODUCTION IN PART OR AS A WHOLE OUT THE ',�+IONA lSt EV.LETTER: fHlzt:1: 1 OF 8 14"MAX. 3"MAX,O.C. 3^ @ MTG RAIL ��G�RA'1�' 6"MAX g" SEE NOTE 2 6"MAX. 6" MAX 8" MAX O.C. 6'MAX p 17 I I I I I I 18"MAX O.C.I 18"MAX O.C. I I L I I I I I I X INSTALLATION X I I X INSTALLATION ANCHORS TYP. I ANCHORS TYP. I I I I I I I I I E> B e A ANCHOR LAYOUT-[FLANGE] ANCHOR LAYOUT-[FLANGE] THRU FRAME-(MASONRY.WOOD,AND METAL OPENING) THRU FRAME-(MASONRY,WOOD,AND METAL OPENING) NOTES: 1.INSTALL ONE ANCHOR AT EACH LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1/4".USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3116"DUI.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2 1/2'SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN EITHER DIRECTION. 6.#10 SMS SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS TURNER,FL.P.E.,58201 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: aaaa��aui�rra�+ A.WOOD-MINIMUM SPECIFIC GRAVITY OF G-0.55(SOUTHERN PINE OR GREATER). ..........t,Saa P�tE '••• B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). ` T",'1'� �� '•;y1ri�y WINDOWS&DOORS D.ALUMINUM-1/8"THICK MIN.,6063 T5 MIN. E.STEEL-1/8"THICK MIN.,30 KSI MIN. ..,i;�aONo 59207 '•1�: 1900 SW 44TH AVE. OCALA,FLORIDA 34474 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE QTITLE'' OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT `� I)% STATE OF ,• / ANCHOR SCHEDULE&NOTES-IMPACT � VERSION OF THE REFERENCE DOCUMENTS: :gyp S �� RI S:7700 RAWN BY: ADE ATE: 06/01/12 FMA/AAMA 100(FIN WINDOWS), PROPMETARYAND CONFlOENTEAL 7/31/2012 i�,�•,(O R 1p :�\ ODEL: G. FFMNWDMA MAtAAMA P50(BOX WINDOWS), WINDOW SYSTEMS,CONTAINED REPRODUCTION INN PART OR ASA WG IS THE SOLE OHOLE WITHOUT THE ,PERTY OF CUSTOM , Oj\j({� , HORIZ.SLIDER NTS "CWS-774 FMA/AAMA/WDMA 300(EXTERIOR DOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED, as EV.LETTER' 2 OF 8 DESIGN MAX SASH FIXED MODEL PRESSURE(PSF) SIZE 1GLASS GLASS OXw/Side Latch +/-50 54 1/2"x 64" A A OX +40 74"x 64" A A XOX +/-50 112"x 64 A B 5/16"OVERALL —5/16"OVERALL 7/16"OVERALL 1/8"ANNEALED 1/8"ANNEALED 3/16"ANNEALED 090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER 1/8'ANNEALED 1/8"ANNEALED 3/16"ANNEALED 15 SIKAFLEX 552 or PURFECT GLAZE"H" 15 SIKAFLEX 552 or PURFECT GLAZE"H" 15 SIKAFLEX 552 or PURFECT GLAZE"H" oo 3/4"GLASS BITE 3/4"GLASS BITE 3/4"GLASS BITE 13 13 13 GLASS TYPE A SASH GLASS TYPE A GLASS TYPE B FIXED-XO FIXED-XOX LUCAS TURNER,FL.P.E.,58201 WDMWS&DOORS Na 58201 :A' 1900 SW 44TH AVE. = OCALA,FLORIDA 34474 rrLE. "XO"-"OX"&"XOX"GLAZING-IMPACT 5.9�, STATE OF .kt. i0.,""p l{r; SERIES: RAWNBY: ADE ATE: 06/01/12 PROPRIETARY AND CONflDENTIAL 7/31/2012 1i�,�-.4 O R tp a`�,� ODEL: GALE: WINDOW STHE YSTEMS INC.TION CONTAINED ANY REPRODUCTIONttIN PART OG IS THE RLE PROPERTY OF CUSTOM ASA WHOLE WITHOUT THE °,+i`��OTpAL. HORIZ.SLIDER 1:1 CWS-774 OTE:ALL GLASS IS SHOWN FULL SIZE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. ��1489trtollt7 E .LETTER: 30F8 25 3 SEE NOTE 3,SHT t 4 2 3 INTERIOR 22 8 Ll 71 14 1 9 1 28 38 23 29 33 9 23 8 40 1 40 EXTERIOR INTERIOR 9 26 34 SECTION B-B OTE:ITEMS USED BUT NOT SHOW FOR LAR ITY:5,6,10,12,15,18,24 16 OTE:ITEMS NOT USED IN THIS MODEL 30 3 EXTERIOR 7 00 16 31 o"I 011e 19 J - J ' 2 � - 32 38 36 9 34 LUCAS TURNER,FL.P.E.,58201 "'will/ills!/REW 'l' = 2t SIDE OTE 3 OPTION 10N .``,G'r5'•e.0at�F`� .'P?�y� ��tiLQf�ll y ••�1 WINDOWS&DOORS No 58201 ?1 1900 SW 44TH AVE. OCALA,FLORIDA 34474 Rte' SECTION VIEWS-"XO"OR"OX"-IMPACT %I)% STATE OF »W 34 + "0' !y�w S: RAW N BY: ATE: 7/31/2012 %�• t A.' d 7700 ADE 06/01/12 SECTION A-A THE INFORMATION CONTAINEIN IS DRAWING�IS�THE IN OLE PROPERTY OF CUSTOM '�� 0 R I ®`O,, ODEL: L G. O.: P.XO,0X,0R XO WPoDOWSY TE PERMISSION INC. CF ANY REPRODUCTION WINDOW SYSTEMS,PART ORAS HOLE WITHOUT S 44,PJSIO Al ?, HORIZ.SLIDER Ev.LETreR 1:1 CWS-774 40F8 LL � 3. a b ® J ` o < .. I $ ( � \) / Lu f _ , < 2 - u, § ! [ /( \ § e a p § ir- f k .k _j _ \ � �) o k oL) a) § f � ##% /R2.0 z ' d ( > to 2� C6 o / § � < �` ` w / §@ �o a � &■2 = 7 / \(§ � !\/\ / .o � 2(§() kk2 /q ; )[ƒ +|§ \!■ § Item# Part# Desaiption Vendor Material 2 5/8" - 1 5/16" 1 H-1934 FIXED MEETING RAIL KEYMARK ALUMINUM 0 2 H-1946 SASH MTG.RAIL,SASH KEYMARK ALUMINUM �—2 5/8" 3 H-1947 SASH LIFT RAM,SASH KEYMARK ALUMINUM t 4 P-3018 WSTP,(.300 x.I87back,Bulb) AMESBURY 7' 5 P-3029 SCREEN LIFT SUMMIT STEEL 25 6 P-3033 SCREEN SPRING FLA SCREEN STEEL. 2 3116" 3 11/16• 1/16• 3 5/16" 7 P-3169 LOCK SPRING FLA SCREEN STEEL 3 20 8 P-3302 WSTP(.210x.187back) ULTRAFAB 1/16^'�"� 3s �I 9 P-3218 SCREEN FRAME(5/16") ALLMETAL ROLLFORM FRAME CORNER CONSTRUCTION to P-3228 ROUND SPLINE c155) DAPA HEAD-1933 1/16• 11 P-3305 WSTP(.270 x.I Mack) ULTRAFAB 12 P-3321 SCREEN CORNER KEY FIA SCREEN NYLON SILL,BOTTOM-1966 SILL,TOP-1967 20 \ 13 P-3352 SETTING BLOCK(1/8"x5/8"x2") FRANK LOWE RUBBER 14 P-3397 OPEN CELL PAD(black) HO PRODUCTS 1 7/16" 3 �\ 15 P-3433 HOLT MELT TRUSEAL 31/16' 115/16" 1 1/16" 16 P-3443 WSTP,(.290 X.187)BULB ULTRAFAB 1�, 17 P-3515 118 X 5/8"PHIL FLAT WHT FASTVIINAL STEEL 18 P-3566 SCREEN CLOTH ER 3a 3 ROLLER TRACK-1959 19 P-3804 ROLLER ASSEMBLY M&M NYLON 20 P-4144 #8 X 1 PAN PHIL W/1/4-LEAD FASTINAL STEEL 2 7/8" 2 11/16" SASH CORNER CONSTRUCTION 21 P-4479 WEEP HOLE COVER M&M NYLON 22 P-4707 SASH MTG RAII.LOCK LAWRENCE NYLON 15/16"- 1116' 1/16" jv 23 P-4959 WSTP(.420 x.187back) ULTRAFAB 11 24 P-5289/90 SASH END CAP M&M NYLON 4ED JAMB-1957 / 20 25 S-1933 HEAD KEYMARK KEYMARK LOCK JAMB-1962 26 5-1935 REINFORCEMENT KEYMARK ALUMINUM 1 27 S-I936 SCREEN SUPPORT KEYMARK ALUMINUM 1/16"MCI 2 1/2' 28 S-I9RAIL,SASH KEYMARK ALUMINUM 29 5-194141 GLAZING BEAD-5116 KEYMARK ALUMINUM 23/8--j 21/2• 30 1 SI949 GLAZING BEAD-7/16 KEYMARK ALUMINUM 31 5-1956 ISPRING SIDE LATCH KEYMARK ALUMINUM FIXED MTG RAIL-1934 32 51959 ROLLERTRACK KEYMARK ALUMINUM 1/16 MEETING RAIL ATTACHMENT 33 5-1960 SCREEN CATCH KEYMARK ALUMINUM 3 SMALL JOINT SEAM SEALANT 34 51962 JAMB,LOCK KEYMARK ALUMINUM 2 5/8" 25/16 J L -2 35 51966 SILL,BOTTOM KEYMARK ALUMINUM 1116" 11/8"1 36 51967 SIS.,TOP KEYMARK ALUMINUM 15/16" 37 51957 JAMB,FIXED KEYM ARK ALUMINUM 28 38 WSIP(.530 x.187back) ULTRAFAB SASH LIFT RAIL-1947 SASH MTG RAIL-1946 1314" 1/16" 9/16" 40 GLASS see shat 3 � --{ 314 vts• � SCREEN�SUPPORT-1936 30 Z� SASH TOP/BTM RAIL-1939 1/16^ 1" 7/31/2012 29 314" "�{ 15/16•r LUCAS TURNER,FL,P.E.,58201 zs 7/16"GLAZEBEAD-1949 33 `1°(i{I1717�� 1/16^ 1' 7/18• 1" 13/16" `°°°°p;IAQREW 1/16" v •V,p ,,� WINDOWS Rs 5/16"GLAZEBEAD-1941 REINF.-1935 SCREEN CATCH-1960 1116" 1 1/4• :v;' No 58201 :'P'. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 ¢' SPRING SIDE LATCH 195 "b p C LE' EXTRUSIONS&B.O.M-IMPACT '. STATE OF1. +' 0 '+�a wSERIES: �RAWNsv: AE: 06/01, 7700 ADE 1/12 PROPRIETARY AND CONFIDENTIAL O VIODEL: L 2THEs " t°, HORIZ.SLIDER CWS-77 INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM4 WINDWPERES,INATwN IN PART RASAWHOLE WITHOUT THE NEN M N oFNUSo �SYSTEMS.OTE:ALLALUMINUM EXTROT 60F8 11/4_MIN EMBEDMENT [C] 13/8"MIN.EMBEDMENT x-1/4'MAX SHIM IDI 2 1/2' MIN.EDGE DIST. [B] [C] ,e°p, SEALANT BETWEEN CK AND o° • , 1/4'MAX SHIM� e a BY OTHERS OPENING CONCRETE/MASONRY .o�•. 1 BY WOOD BUCK [B) ,p BY OTHERS 1 114"MIN EMBEDMENT ° ° BY OTHERS •e [C) p. . [A] .p •p 2 1/2'MIN.EDGE DIST. [Cl .e�p, INSTALLATION ANCHOR, SEALANT BETWEEN 3116'DIA.MASONRY ANCHOR. BUCK AND OPENING p, (C] ,p ,p 77"MIN.EDGE DIST. EXTERIOR FINISH BY OTHERS °� ° ° e [D] BY OTHERS D D D D • •pO • D a D a a a •a' ° INSTALLATION ANCHOR, A o ap °p a ap ap.°bp p, #10WOODANCHOR. ,p •p ° D� p DD °p ° p DO p D• aD• ° [D] a e ° O • O • O • a • a • O Q O D , °�, ,pa p o ° p a'p; °p p• 2 BY WOOD BUCK e0%' °0 1 BY WOOD BUCK .p BY OTHERS ° 1 BY OTHERS p° °p p p [A) PERIMETER SEALANT [A] 'p a a BY INSTALLER p p, °• SEALANT BEHIND FLANGE SEALANT BEHIND FLANGE •pO CONCRETEIMASONRY Oo BY INSTALLER BY INSTALLER o0° o :p BY OTHERS 1/4" MAX SHIM °�Qpe PERIMETER SEALANT SEALANT BEHIND [B] 0.0o, °p PERIMETER SEALANT BY INSTALLER ooa ° FLANGE BY INSTALLER BY INSTALLER EXTERIOR FINISH INSTALLATION ANCHOR, BY OTHERS HORIZONTAL SECTION EXTERIOR FINISH 3/16"DIA.MASONRY ANCHOR. U CLIP(WOOD) BY OTHERS IC] /61 HORIZONTAL SECTION 7 CLIP(MASONRY) SEALANT UNDER SCREW HEAD ROWN TE:HEAD AND JAMB BY INSTALLER. MILAR FOR 2BY INSTALLATION. L INSTALLATION SAME AS SEALANT BEHIND FLANGE INSTALLATION ANCHOR, BELOW. BY INSTALLER 3/16'DIA.MASONRY ANCHOR. SEALANT UNDER SCREW HEAD [C] BY INSTALLER. PERIMETER SEALANT1/4'MAX SHIM BY INSTALLER —[B] SEALANT BEHIND FLANGE INSTALLATION ANCHOR, EXTERIOR FINISH ` >. ` ° BY INSTALLER 3/16"DIA.MASONRY ANCHOR BY OTHERS D. o o D [C] D HIGH STRENGTH STR[BU)CTUAL e D 1 1 /4"MIN EMBEDMENT REFERENCE NOTES:PERIMETER SEALANT [C] BYINSTALLER GROUT BY OTHERS Dac D. [A)SEE NOTE 10,SH T 1 ° . [B]SEE NOTE &3,SHT 21/4'MAX SHIM D o q SEE NOTE 4,SHT 2 EXTERIOR FINISH ` D (D]SEE NOTE 5,SHT 2 BY OTHERS .,•• CONCRETE/MASONRY 2 12"MIN.EDGE DIST. [E]SEE NOTE 6,SHT 2 p�'••,:•;; Jf. } SILL STOOL BY OTHERS BY OTHERS UALTERNATE PRECAST SILL DETAIL [CI [F]SEE NOTE 9,SHT 2 USE SOLID WOOD ♦o.p. CLIP(MASONRY) D•o• •D p. p: ,Ps ;°e.♦o• .o.•p • pp R•D,D. •o• o. .P•a ••p• SUPPORTMAKE o, p. 'D•♦:�p;n;o• D D. D;p; •D�.o ep e�;peD SILL LEVEL,,BY OTHERS. LUCAS TURNER,FL.P.E.,58201 •P••••p, •• ♦p • ♦ • • s p••D •D • ii{ikli�lj� ♦ nn p p p. ••p ;• :. so.p�D.p D 11/4".MIN EMBEDMENT e,A�� pNpREbb o. o. [C] �b pr?:'�GEAi$'•�•Q+ice CONCRETE/MASONRY 4'LG•• No 58201 •,�11 wnmows&DOORS 1900 SW 44TH AVE. BY OTHERS 2112"MIN.EDGE DIST. o* * OCALA,FLORIDA 34474 A VERTICAL E TION [C] 7 CLIP(MASONRY) g:7– Rte' INSTALLATION ANCHOR THRU FRAME-IMPACT "p STATE OF •• •lV� RIES: FAWN BY: ATE: 7/31/2012 %.1•A, V... �+ 7700 ADE 06/01/12 -- THE INFORMATION CONTAI NED NIS DRAWING ARY AM�STHE SOLE PROPERTY OFGUSTOM 0.,;,k% 4O R ID LE:ODEL: G. WWINDOW RITTEN SYSTEMS, STE PART OR IT OUT THE ,��s�........ A� i,, HORI2.SLIDER SER NTS "CWS-774 70F8 [F] 1/4" MAX SHIM PERIMETER SEALANT [B] BYINSTALLER —1/4"MAX SHIM [F] [B] PERIMETER SEALANT BYINSTALLER PERIMETER SEALANT SEALANT BEHIND BYINSTALLER FLANGE BY INSTALLER INSTALLATION ANCHOR, INSTALLATION ANCHOR, I SCREW #10 SCREW [E] [E] ill SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BY INSTALLER. BYINSTALLER PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLANGE BYINSTALLER CF:) HORIZONTAL SECTION PERIMETER SEALANT PERIMETER SEALANT 8 BYINSTALLER BYINSTALLER REFERENCE NOTES: [AI SEE NOTE 10,SHT 1 rJ [BI SEE NOTE 2&3.SHT 2 B] [C]SEENOTE 4,SHT2 [D]SEE NOTE 5,SHT 2 [F] [E]SEE NOTE 6,SHT 2 2 [F[SEE NOTE 9,SHT 2 LUCAS TURNER,FL.P.E.,58201 #1 INSTALLATIOSC EW N ANCHOR, ,JEJ ,�`,, A!pQ E W%��`,r,, wn mows&DookS l. No 58201 A 1900 SW 44TH AVE. OCALA,FLORIDA 34474 :¢� SLE' INSTALLATION DETAIL THRU METAL-IMPACT M9 STATE OF .w: {,�•, 4L, 5. 00 RAWN BY: ADE ATE: 06/01/12 ( 8)VERTICAL SECTION PROPRIETARY AND CONFIDENTIAL 7/31/2012 ��if,�S�<pRtRP4a,,` ODEL: W THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ♦ HORIZ.SLIDER [SITS CWS-774 WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ONAi- % ` WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. �lr�ti f fill f111A� EV.LETTER: 8 OF 8 MIAMbDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) inytiy.miami(ladcp-ov/buililina E.I.DuPont De Nemours&Co.,Inc. DuPont P&IP Chestnut Run Plaza,712/161,P.O.Box 80712 Wilmington,DE 19880 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County BNC-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as desoribed herein;and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: DuPont Butacite®PVB Interlayer APPROVAL DOCUMENT: Drawing No. 10-0922.09,titled"DuPont Butacite®PVB Interlayer",Sheet 1 and 2 of 2,dated 03/25/11,prepared by E. I. DuPont De Nemours&Co.,Inc,signed and sealed by Allan A. Kozich,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING:Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with:"MDCA-Butacite®PVB",standing for"Miami-Dade County Approved—Butacite®PVB",and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the Butacite®PVB interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA# 10-0922.09 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 11-0624.01 MLAiDADECOU Expiration Date:December 11,2016 • . ��j3�1�� Approval Date:September 08,2011 / / Page 1 E.I.DuPont De Nemours&Co..Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 10-0922.09,titled"DuPont Butacite®PVB Interlayer", Sheet 1 and 2 of 2, dated 03/25/11,prepared by E. I. DuPont De Nemours&Co., Inc, signed and sealed by Allan A.Kozich,P.E. B. TESTS Test report Standard Date Signature 1. A2280.01-10-18 ASTM D1929-96 03/29/11 Joseph A. Reed,P.E. 2. A2280.01-10-18 ASTM D 635-03 03/29/11 Joseph A. Reed,P.E. 3. A2280.01-10-18 ASTM D 2843-99 03/29/11 Joseph A. Reed,P.E. 4. A2280.01-10-18 ASTM G 155-04 03/29/11 Joseph A. Reed,P.E. 5. A2280.01-10-18 ASTM G 158-02 03/29/11 Joseph A. Reed,P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department(BNC) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest issued by Allan A. Kozich&Associates, dated 08/09/11, signed and sealed by Allan A. Kozich, P.E. �?003�1>> Carlos M.Utrera,P.E. Product Control Examiner NOA No. 11-0624.01 Expiration Date:December 11,2016 Approval Date:September 08,2011 E-1 DUPONT BUTACITE® PVB INTERLAYER PRODUCT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS&CO., INC. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: A B C A - 118" (3.0 mm Annealed Glass SECTION B - 0.090" 0.76 mm DuPont ButaciteO PVB Interlayer C - 1/8" 3.0 mm Annealed Glass MATERIAL CHARACTERISTICS Butacite® PVB Interlayer (Clear) Designation Test Properties Butacite® PVB Interlayer Clear Self Ignition Temperature ASTM D1929 788 OF 420°C Flash Ignition Temperature ASTM D1929 788 °F 420°C Avg Smoke Density Rating ASTM D2843 7.2 Burning Rate ASTM D635 0 mm/min. Xenon Weathering (4500 hrs) ASTM C158-02 *Weathering Flexural Strength Method A ASTM C168-02 Method A Before After 2940 psi 3189 psi *WEATHERING PER SECTION 2605.2 OF THE FLORIDA BUILDING CODE THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. i c DuPont Butaciteo PVB Interlayer E.I. duPont de Nemours &Co. Inc. 01to DuPont P&IP- GLS oit � .ml Chestnut Run Plaza Bldg 712/161 , pwwoe W , P. O. Box 80712 Mington DE 19880-0712 Phone: 302-999-2125 Dwg. # 10-0922.09 rev 1 Sheet 1 of 2 JUN, 2,24#11 Drawing Date: 03/25111 Allan A. Kozich, PE Registration # 16864 DUPONT BUTACITEO PVB INTERLAYER Material Characteristics Butacite® PVB Interlayer (Colors) Designation Test Properties Self Ignition Temperature[1] ASTM D1929 788 TF(420 TC) - Self Ignition Temperature[2] ASTM D1929 788 TF 420 TC) Self Ignition Temperature 3] ASTM D1929 788 TF(420 TC Self Ignition Temperature[4 ASTM D1929 788-TF(420 TC) Seif Ignition Temperature[5] ASTM 01929 788 TF 420 TC) Flash Ignition Temperature[1] ASTM D1929 788 TF(420 °C) Flash Ignition Temperature 2] ASTM D1929 770 TF(410 TC) Flash Ignition Temperature(31 ASTM D1929 770 TF(410 TC) Flash Ignition Temperature[4] ASTM D1929 788 TF(420 TC) Flash Ignition Temperature 51 ASTM D1929 788 TF(420 TC) Avg Smoke Density Rating 1 ASTM D2843 7.2 Avg Smoke Density Rating [21 ASTM D2843 9.1 Avg Smoke Densl!y Rating [3] ASTM D2843 10,2 Avg Smoke Density Rating [4] ASTM D2843 10.1 Avg Smoke Density Rating [51 ASTM D2843 8.1 Burning Rate 1] ASTM D635 0 mm/min. Burning Rate 12] ASTM 0635 0 mm/min. Burning Rate[3] ASTM D635 0 mm/min. Burning Rate [4] ASTM 0635 0 mm/min. Burning Rate[5] ASTM D635 0 mm/min. [1]Clear Butacite®PVB interlayer [2]Charcoal Grey Butacite®PVB Interlayer [3] Blue-Green,Butacite®PVB Interlayer [4]Azure Blue Butacite®PVB Interlayer [5]Solar Bronze Butacite®PVB Interlayer THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. DuPont Butacite® PVB Interlaver rnxx�I u vt�l:a E.I. duPont de Nemours& Co., Inc. „o ply;re Wm 00 per, t DuPont P&IP- GLS aww"CAW10 < Chestnut Run Plaza Bldg 712/161 P. O. Box 80712 -Wilmington DE 19880-0712 Phone: 302-999-2125 Dwg. # 10-0922.09 rev 1 Sheet 2of 2 Drawing Date: 03/25/11 Allan A. Kozich, PE Registration # 16864 r,,ti . N 0bS U l r E North Mauve Terrace 1� North Port, FL 34286 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 774 July 31,2012 Product Description: Series 7700 Aluminum Horizontal Slider Window, LM Impact, max. unit sizes of 74"x 64"DP60 XO or OX, and 112"x 64"DP50 XOX 1/4-1/2-1/4 Manufacturer: Custom Window Systems, Inc. 1900 SW 4&h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-774, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3817-1, 4A, -2, and-2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 94, AAMA/WDMA/CSA 101/I.S.2/A440- 08,ASTM E 1886-02/04/05, and ASTM E 1996-02/04/06/09 3) Supplemental Calculations to support CWS-774, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-774. Limitations of Use: This product: • May be used up to sizes indicated above in Product Description and as indicated in CWS- 774, with glass types, design pressures, and max. glass daylight sizes as shown in CWS- 774 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 11-0624.01 • Requires 6063-T6 aluminum extrusions per CWS-774 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. ®aatrta � No 68201 ".�-P p m 7/31/2012 Z ,aSTAT ° 41J Lucas A. Turner, P.E. FL PE#58201 Lucas Turner `� •� 4 "" ,l 2012-07-3116:49-04:00 �''" O Florida Building Code Online Page 2 of 2 Date Submitted 06/18/2012 Date Validated 08/02/2012 Date Pending FBC Approval Date Approved 08/02/2012 _.. _ .... .. ....................................... ' ({S� maumry of Products i FL#..._..._.W_ Model,Number or Name Description 15699.1 SH-3700 SH-3700,Aluminum Single Hung,Single Glazed,Impact Limits of Use Certlflcation Agency Certificate Approved for use in HVHZ:Yes FLIS699 RO C CAC CAR 138-1003.odf Approved for use outside HVHZ:Yes X15699 RO C CAC CAR 138-1004 pdf Impact Resistant:Yes FLIS699 RO C CAC CAR 138-1005,0df Design Pressure:+N/A/-N/A FL15699 RO C CAC CAR 138-1022.odf Other:Large Missile Impact,see Installation drawings for DP and sizes. FL15699 ROC CAC CAR 138-1023.pdf Glass complies with ASTM E 1300-04. FLIS699 RO C CAC CAR 138-1024,odf FLIS699 RO C CAC CAR 138-297,0df FL15699 RO C CAC CAR 138 29-,pdf FLIS699 RD C CAC CAR 138-299.pdf Quality Assurance Contract Expiration Date 12/28/2015 Installation Instructions E6k5699 R4_Ij_CW$_726_($_H aZRQ_W,.3mRa4J_94f Verified By:Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL35699 RO 9€ pk O py@ NOA 1,1-0624 01,odf FLIS699 RO AE Eva]Rep CWS-726(SH-3700 SG Imoact)odf Created by Independent Third Party:Yes Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED employer.Coovrlcht 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: RE 9 swurItymi ruic Wim i,'m http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgvutH8j IpVzpOU... 9/3/2013 Document Title: Doc No: FRM B1-02 Rev No: 6 Page: 1 Of. 1 Structural Performance Certification C6RTIROATI©ras. wc. Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 1003.0 Issue Date: 2/27/2012 Revision Date: 6/22/2012 Expiration Date: 12/28/2015 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee information: Product Information: Custom Window Systems, Inc Model: 3700 Aluminum Impact Single Hung 1900 SW 44th Avenue Operator Type: H Ocala FL 34474 Config: EM/IM, GS-5/16"Ann Lami Mono Max Width: 53 Max Height: 76 Referenced Standard: Product Rating: PA/TAS 201/202/203 Large Missile, DP +/-70, 53x76 Qualifying Test Information: Test Report No: NCTL-210-3795-1 Test Report Expiration: 12/28/2015 Authorized Signature: Keystone Certifications, Inc. Digitally signed by Steven M.Urich Div:cn=Steven M.Urich, 564 Old York Road, Suite 5 o=Keystone Certifications,Inc.,ou, Etters, Pennsylvania 17319 email=surich@keystonecerts.com, Phone: 717-932-8500 c=uS Fax: 717-932-8501 Date:2012.06.22 16:04:46-04'00' W W W.KEYSTONECERTS.COM SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) ALUMINUM IMPACT REQUIREMENT: 531/8"UNIT WIDTH 531/8"UNIT WIDTH 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 50"GLASS DLO THE FLORIDA BUILDING CODE,CURRENT EDITION 50*GLASS DLO 2.GLAZING OPTIONS:(SEE SHEET 3) A D 3.CONFIGURATIONS:"O/X". u, c 4.DESIGN PRESSURE RATINGS(SHEET 3) NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM O 34g E-1300. B POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST p OS E I I PRESSURES AND GLASS TABLES ASTM E-1300. IL7 15.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF I I I THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL.WIND LOAD DURATION 50 1/4" FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 76" O GLASS HENITIGHT I DLO 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEALANT USED AT ALL FRAME �y. JOINTS. UNIT 38 7/8' HEIGHT I 8.REFERENCE TEST REPORTS:NCTL-210-3795-1,-1A,-2,-2A,-3,-3A SASH GLASS HEIGHT I DLO I 9.SERIES/MODEL DESIGNATION SH-3700. 4 10.ix OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 30 5/8' 481/8'GLASS DLO SASH GLASS 11.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE SASH,O= 51518"SASH WIDTH HEIGHT `1UI' / DLO FIXED SASH EQUAL SPLIT(53 1/8"X 76") 12.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. DESIGN PRESSURE RATING:+/-70 PSF LE-- ——————— ——-- 37'UNIT WIDTH 481/8'GLASS DLO 33 7/8'GLASS DLO 51 5/8'SASH WIDTH ORIEL(53 1/8"X 84") / DESIGN PRESSURE RATING:+/-70 PSF 271/2" O GLASS DLO I I • TABLE OF CONTENTS UNIT HEIGHTI GENERAL NOTES&ELEVATIONS..........1 ANCHOR SCHEDULE&NOTES...............2 LUCAS A.TURNER,FL P.E.58201 INITIAL RELEASE 6/11/2012 DP CHARTS&GLAZING DETAIL.............3 32 " 12 S •.`,CES� SASHpS EXTRUSIONS& A.............................. ... . . -04",,ttADREWT.� HEIG OINSTALLATION ET ...................6&7 �G WINDOWS RS v t Na 58201 :F7 1900 SW 44TH AVE. yp. * OCALA,FLORIDA 34474 32'GLASS DLO Luc Tumer �� '�" t�= "GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT 351/2'SASH WIDTH 201206.1213:25-04:00 i��' STATE OF ' : EKES: FAWN BY: DATE: 6/12/2012 �©% q?��` 3700 TEF 05/17/2012 THE INFORMATION CONTAINEDIN THIS DRAWNGAND�I�EE SOLLE PROPERTY OF CUSTOM ��s•`'G"R`1 •••�y�`a� ODEL:ALUM SINGLE HUNG CALE: NTS DWG.NO.:CWS-726 DESIIGGN PRESSURE RATING:G:+80"PSF WWINDOW SYSTEMS,INC.RITTEN PERMISSION OF CUOM REPRODUCTION SYSTEMS,R IS WHOLEB WIT OUT THE '�q IQN A,� +`� EV.LETTER: SHEET: 1 OF 7 SEE NOTE 2 6' 7 �{ A SEE NOTE 2 SEE NOTE 2 MAX 0 C. I 6"MAX 14114 6"MAX 12 1/2'1 MAX O.C. —_———— __————_——__— O.C. F — 6'MAX —— ———— — 6'MAX. / I 41, INSTALLATION 6"MAX /Y 131/2 13 1 MAX I I ANCHORS,SEE MAX 191/2• INSTALLATION O.C. I I NOTES(TYP) D.C.� MAX O.C. ANCHORS,SEE NOTES(TYP) O L-L 1 ( INSTALLATION i,. ANCHORS,SEE O 4' I I 4" I NOTES(TYP) T I I 4. 4' -- - i x a MAX O.C. I 4" -------- I/ X I/ 1615116' ANCHOR LAYOUT EQUAL SPLIT 37"X 63' A THRU FRAME(MASONRY,WOOD OR METAL OPENING) ———————————— ANCHOR LAYOUT EQUAL SPLIT 53"X 76" ANCHOR LAYOUT THRU FRAME(MASONRY,WOOD OR METAL OPENING) ORIEL 53"X84" THRU FRAME(MASONRY,WOOD OR METAL OPENING) NOTES: 1.A)MASONRY.WOOD,OR METAL OPENING:INSTALL ONE ANCHOR AT EACH LOCATION.SILL ANCHOR LOCATIONS SAME AS HEAD. 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1/4'FOR MASONRY OR WOOD,AND 1/8'FOR ALUMINUM.USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3/16'DIA.ELCO ULTRACON FLAT MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2-1/2'SHALL BE ACHIEVED IN EITHER DIRECTION. 5.010 WOOD SCREW ANCHORS(FLANGE INSTALLATION THROUGH FRAME)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 13/8'INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN EITHER DIRECTION. 6.#10 SMS SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL P.E.56201 - INITIAL RELEASE 6/11/2012 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ,tt`unrtralaa 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: `e��PADREW Tata+ A.WOOD-MINIMUM SPECIFIC GRAVITY OF G-0.55(SOUTHERN PINE OR GREATER) �� ry ..•GEN•.,•(Rai+ B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. ��CLQ.'�»A sC•'••2DooRS C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). ,�.moi Na 5$201 ;fi;D: 1900 SW 44TH AVE. D.ALUMINUM-1/8"THICK MIN.,6063 T5 MIN. ,. E.STEEL-1/8'THICK MIN.,30 KSI MIN. # T CALA,FLORIDA 34474 FITL10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE E ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT �� 'p0 STATE OF :��d` ER ES: �RAWN BY: DATE:VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: 6/12/2012 +i"� •• h .�4 3700 TEF05/17/2012 FMA/AAMA 1OO(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS), PROPRIETARY ANDf,ONADENTAL +a �;LO R IC;.•`N�� ODEL:ALUM SINGLE HUNGLE: NTS DWG.NO.:CWS-726 FMNWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 3()6(EXTERIOR DOORS). WINDOW SYS EMS,E INFORMATION INC.AINED IN THIS ANY REPRODUCTION(IIN PART OG IS THE ROLE PROPERTY OF CUSTOM AS A WHOLE WITHOUT THE +aaat f�NAy ��, ,LETTER: SHEET: WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. 2 OF 7 DESIGN MAX SASH FIXED MODEL PRESSURE(PSF) SIZE GLASS GLASS OX(EQUAL) +80/-80 37"x 63" A A +70/-70 53"x 76" A A OX(ORIEL) +70/-70 53"x 84' A B 5/16"OVERALL 5116"OVERALL 7/16"OVERALL 3/16'ANNEALED 118'ANNEALED 1/8"ANNEALED .105 DUPONT PVB INTERLAYER .D90 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER 3/16'ANNEALED 118"ANNEALED 118"ANNEALED 34 PURFECT GLAZE-H' 34 PURFECT GLAZE"H" 34 PURFECT GLAZE'H' 10 OR SIKAFLEX 552 10 OR SIKAFLEX 552 36 OR SIKAFLEX 552 I I I I I 1 314'GLASS BITE 314"GLASS BITE 3/4"GLASS SITE 1 @1_1 29 1 3 1 23 GLASS TYPE A SASH GLASS TYPE A FIXED GLASS TYPE B-FIXED LUCAS A.TURNER,FL P.E.58201 - INITIAL RELEASE 6/11/2012 ,,�,��pfi10FLEt4r T!✓p�i �/7r>�GLLvt'7z Y`��¢•,yyC Pl S;',.'•.��r, WINDOWS&DOORS v: No 58201 •:10 r 1900 SW 44TH AVE. * t yy^ CALA,FLORIDA 34474 4; TIrzITLE: CHART/GLAZING-LARGE MISSILE IMPACT DP "7•; STATE OF •oj41 SERIES: RAWN BY: DATE: 6112!2012 i0q�•• c P•"14, 3700 TEF 05/17/2012 THE INFORMATION CONTAINED IN THIS DRAWIAND NG CONFIDENTIAL LE PROPERTY OF CUSTOM 0��I�S4 0Rl MODEL. SINGLE HUNG CALE: 1:1 DWG.NO.:CWS-726 WRITTEN PERMISSION OWINDOWSYSTE S,INC.F ANY WINCTION IN PART OR ASA DOW SYSTEMS,INC.IS PROHIBITED.OUT THE ,,ti�4N�^fit Y��, REV.LETTER: SHEET: 30F7 3 31 INTERIOR 3 19 9 31 a 33 10 or 36 1 I I I 24 30 11 EXTERIOR INTERIOR -- - 8 24 33 33 I I I I I 1 I 1 20 EXTERIOR P8 6 10 or 36 28 1 - - SECTION B-B 7 19 7 1 30 2 I I I I LL I I I 1 NOTES: 33 24 3 1 1.ITEMS 14,16,18,21,22.26.&27 ARE NOT SHOWN FOR CLARITY.ITEM 29 IS NOT USED ON THIS PRODUCT. I I I I I 1 1 I 10 19 1 19 LUCAS A.TURNER,FL P.E.58201 - INITIAL RELEASE 6/11/2012 RE ,RISIt111i111i�i U € 2 rr WmmowS&DOORS 35 v NO 56201 •:� 1900 SW 44TH AVE. CALA,FLORIDA 34474 30 13 "3�? STATE QF ,'W E. SECTION VIEWS-LARGE MISSILE IMPACT 5 ALT.SILL LATCH �� i O; ERIES: RAWN BY: DATE: 6/12/2012 �i n t P c�` 3700 TEF 05/17/2012 THE INFORMATION CONTAINEDINTIS DRAWING ARY AND IS SOLLE PROPERTY OF CUSTOM rioCn��,ORtQ.•'{,i��` ODEL:ALUM SINGLE HUNG CALE: NTS DWG.NO.:CWS-726 SECTION A-A WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE 'r4yroNA1� . EV.LETTER: SHEET: WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. 1Ji1i1/i111� 4 OF 7 Rom Die# Description Vendor Material 1 H-1934 Fxd.Mtg.Rail Keymark Aluminum 2 3/4^ h�-21/2^ NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 2 H-1946 Sash Meet.Rail Keymark Aluminum I 13116- 3 H-1947 Sash Bot./Pull Rail Keymark Aluminum q fns 1 7 1/16^ 4 S-1931 Fr.Head Keymark Aluminum 5 S-1932 Fr.Sill, Keymark Aluminum 21116• 25/16" 2 lis 1 1/4• 6 S-1933 Fr.Jamb Keymark Aluminum 1/16' L 118' 1 7 S-1935 I Reinforcement Keymark Aluminum 8 S-1936 Scm.Adapt. Keymark jAluminum 9 8-1939 Sash Side/Top Rail Keymark jAluminum 10 5-1941 Glazing Bead,(5/16"Glass) Keymark Aluminum S-1931 H-1946 S-1935 S-1956 11 S-1954 Sash Stop Keymark Aluminum HEAD,FRAME MTG RAIL,SASH REINFORCEMENT LATCH,SILL 12 S-1956 Sill Latch Keymark Aluminum 13 P-3018 Wstp.,.300 x.187 Bulb Vinyl Amesbury Nylon 14 P-3029 Screen Pull Tab Summit Steel 15 P-3033 Screen Spring,SS FlaScm SS J1311 16 P-3046 Take Out Clip 1 1/8--1 17 P-3218 Screen Frame Allmetal Alum 11/8" 18 0-3228 Screen Spline,.155 Dia.,Blk. Dapa Nylon 1/16" 112" 19 P-3305 Wstp.,.270 x.187 Black SoftTouch Center Fin,Black Ultrafab Nylon 20 P-3309 Wstp.,.210 x.167 Black Soft Touch Center Fin,Black Ultrafab Nylonss"21 P-3321 Screen Frame Comer Key Allmetal Alum 3112' 21/2' 1 1 3 a^ 05022 P-3342 Seam Seale,SM-5504 Schnee I I 23 P-3352 Set.Blk.,85 Dur.,1/8'x 5/8"x 2"Lg. Frank Lowe 3/4" 24 P-3443 Wstp,.290 X.187 Black,Bulb Vinyl,Hollow Ultrafab Nylon 25 P-3515 #8 x 0.625 Ph FH Type A SMS Fastenal Steel 26 P-3581 Screen Cloth,18 x 16 Fiberglass Phifer S-1932 H-1934 S-1939 S-1949 28 P-470707 Sweep Lock Lawrence Nylon 27 P-47 #8 x 1" 1/4'lead Quad PH Type A SMS aenSteel SILL,FRAME MTG RAIL,FIXED SIDE RAIL,SASH GLAZING BEAD,7/16" Lo 30 P-4959 Wstp.,.420 x.187 back PolyFin,Gray,SoftTouch Ultrafab Nylon 31 P-5228 Sash Cam M&M 32 Balancer lCaldwell 23/6 33 GLASS See Sheet 3 2518 34 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika 11 35 P-5244 Closed Cell Pad,1-1/2"xt-1/4'x3/16" Viscor 1116' 1116 36 S-1949 Glazing Bead,(7/16"Glass) lKeymark jAlurninum 5/1611 ITEM 29 IS NOT USED ON THIS PRODUCT. 23/16' 258• 3 1316 1/16" 9/61 L 8 I Fes--1 7/16" SASH CORNER FRAME CORNER FIXED MTG RAIL S-1933 H-1947 S-1954 S-1936 CONSTRUCTION CONSTRUCTION CONSTRUCTION JAMB,FRAME BOTTOM RAIL,SASH SASH STOP SCREEN ADAPTOR z2 5/8, LUCAS A.TURNER,FL P.E.58201 - INITIAL RELEASE 6/11/2012 10 4 "Istutsssgss .050 1 ��%„p,NDREW WINDOWS� �� I.yq•. `.Jt• No 58201 ;� 1900 SW 44TH AVE D�� yy c it w OCALA,FLORIDA 34474 S-1941 rr E EXTRUSIONS/BOM-LARGE MISSILE IMPACT GLAZING BEAD,5/16” 7--,1-- S '• STATE OF •�Iw ERIES: FAWN BY: DATE: y 3700 TEF 05/17/2012 SMALL JOINT SEAM SEALANT PROPRDTAaYAND CONFlDENML 6/12/2012 ��+„��. ;'0 R 4p,,`�t` ODEL:ALUM SINGLE HUNG CALE: NTS DWG.NO.:CWS-726 USED AT ALL FRAME JOINTS WINDOW PER iTHE INFORMATION�ofF ANY REPRODUCTION WIN PRT OR ASA NTAINED IN THIS DRAWING IS THE SOLE oo OF THE �`sh-Q ONA%, ►`� EV.LETTER: SHEEP: 5OF7 I BY WOOD BUCK BY OTHERS. 21/2'MIN.EDGE DIST. [C1 1/4"MIN.EMBEDMENT IA] [B,'MAX SHIM 1/4•MAX SHIM [C] 1 1/4'MIN.EMBEDMENT [B] SEALANT BETWEEN BUCK [C] AND OPENING BY OTHERS 1 3/6•MIN.EMBEDMENT EXTERIOR FINISH CONCRETEIMASONRY [D] BY OTHERS n, o' •n •p CONCRETEIMASONRY BY OTHERS INTERIOR -�: • o'� • _ BY OTHERS n• >. > INSTALLATION ANCHOR, '4'a Zr MIN EDGE DIST • 1 BY WOOD BUCK BY [1'DIA.MASONRY SCREW. s'a __ __ ID] OTHERS.[A] __ __ D 4.• INSTALLATION ANCHOR, PERIMETER SEALANT 'e �,� -_ -_ it10WOOD SCREW. BY INSTALLER 1/4"MAX SHIM 21/2'MIN.EDGE DIST. [D] [B] [C] ° 2 BY WOOD BUCK •^'a• EXTERIOR BY OTHERS.[A] SEALANT BEHIND I itiy.'}•• SEALANT BETWEEN BUCK •.• ° +• FLANGE BY INSTALLATION ANCHOR, AND OPENING BY OTHERS �• SEALANT OPENING EON BUCK INSTALLER 1/4'DIA.MASONRY SCREW AND OPENING BY OTHERS [C] EXTERIOR FINISH BY OTHERS y EXTERIOR FINISH 0 5 BY OTHERS PERIMETER SEALANT SEALANT BEHIND BY INSTALLER FLANGE BY INSTALLER BYRINSTALR SEALANT RIM-® B HORIZONTAL SECTION C HORIZONTAL SECTION rm 6 FRAME(MASONRY INTO 1X BUCK) 6 FRAME(2X WOOD BUCK) NOTE:HEAD AND JAMB SIMILAR FOR 2BY INSTALLATION. SILL INSTALLATION SAME AS ML SHOWN BELOW. EXTERIOR INTERIOR II SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR, 1/4'DIA.MASONRY SCREW. [C] SEALANT UNDER SCREW PERIMETER SEALANT HEAD BY INSTALLER REFERENCE NOTES: BY INSTALLER 174"MAX SHIM [A]SEE NOTE 10,SHT 1 [B] [B]SEE NOTE 2&3,SHT 2 [C]SEE NOTE 4,BHT 2 EXTERIOR FINISH [D]SEE NOTE 5,SHT 2 BY OTHERS D °' ° o` ° °• o Ds• LUCAS A.TURNER,FL P.E.58201 - INITIAL RELEASE 6/11/2012 • °D.s -o p•> p D 1 4"MIN.EMBEDMENT p ° p °. p. oD ° °D °. sD e• °� [C] ♦��Li " �1DREW A r,'i� D°D o D. o- oD °�° p°' ° p° °. ° °. s s!'�a�Q .4�GEA1g�•G�Q2,. WINDOWS&DOORS D Dp p° ,pe ° D. e D•g w v; No 58201 :A: 1900 SW 44TH AVE. 9p: * OCALA,FLORIDA 34474 21/2" MIN EDGE DIST ft ITLE:INSTALLATION DETAIL THRU FRAME-LARGE MISSILE IMPACT CONCRETE/MASONRY [C] '91, STATE OF BY OTHERS %0 Lf� ER ES: RAWN BY DATE: PROPRIETARY AND CONFIDENTIAL 6/12/2012 �i'n�ti�( Rt,�A,:�C�,�~ ODEL:3700 CALE: TEF DWG.N005/17/2012 q VERTICAL SECTION r 6 FRAME(MASONRY) WINDOWSYSTEMSCONTAINED ANYREPRODUCTIONIIINPARTOG IS THE RASAWHHOLEWITHOUTTHE LE PROPERTY OF CUSTOM ��hs$dNAt;ti' �� ALUM SINGLE HUNG EVLETTER: SHEET: CWS-726 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. 6 OF 7 [D] SEALANT BEHIND FLANGE 1/8'MAX SHIM BYINSTALLER[B] [F INSTALLATION ANCHOR, [B,'MAX SHIM [1,SCREW C PERIMETER SEALANT -- BYINSTALLER -ir —"INATION ANCHOR, #10 SCREW [C] SEALANT BEHIND FLANGE BYINSTALLER I �fl�Ij I WLUE HORIZONTAL SECTION EXTERIOR INTERIOR 7 II I 1 I I PERIMETER SEALANT BYINSTALLER REFERENCE NOTES: 1/8'MAX SHIM [A]SEE NOTE 11,SHT 1 —�[B) [C]2BI SEE NOTE 8 SEE NOTE 6,SHT 2 [D]SEE NOTE 9,BHT 2 [E]SEE NOTE 9,SHT 2 [D) LUCAS A.TURNER,FL P.E.58201 -]INITIAL RELEASE 6/11/2012 ,e�ti�tr,taluusrrrri INSTALLATION ANCHOR, :SOP' ��r�M WINDOWS&DOORS #10 SCREW v; No 58201 ;0 C 1900 SW 44TH AVE. [C) �: t -OCALA,FLORIDA 34474 a' * try E: INST.DETAIL,METAL,LARGE MISSILE IMPACT "�'. STATE QF •�w EKES: FAWN BY: DATE: p HORIZONTAL SECTION �0% 4<h� 3700 TEF 05/17/2012 7 THEINFORMA7IONC.OMAINEDN�ISDRAARY NDCOWING�EESIALEPROPERT6/12/2012Y OF '��$A-ZO'Rt��,` ODEL:ALUMSINGLEHUNG CALE: NTS DWG.NO.: CWS-726 WRITTEN PERMISSION OWINDOW SYSTEMS,INC.F CUSTOM WINDOW SYSTEMS,INCREPRODUCTION IN PART OR .IS PROHIBITED.A WHOLE WITHOUT THE ,,rf pas'11 1t*,`, EV.LETTER: SHEET: 70F7 MIAMI-DADE MIAMI-DADE COUNTY E PRODUCT CONTROL SEC'T'ION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) inVlY.miamiciade.eovlbuiidinit E.I.DuPont De Nemours&Co.,Inc. DuPont P&l(P Chestnut Run Plaza,712/161,P.O.Box 80712 Wilmington,DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County BNC-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: DuPont Butacite®PVB Interlayer APPROVAL DOCUMENT: Drawing No. 10-0922.09,titled"DuPont Butacite®PVB Interlayer",Sheet I and 2 of 2,dated 03/25/11,prepared by E. 1.DuPont De Nemours&Co.,Inc,signed and sealed by Allan A. Kozich,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING:Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with:"MDCA-Butacite®PVB",standing for"Miami-Dade County Approved—Butacite®PVB",and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the Butacite®PVB interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA# 10-0922.09 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 11-0624.01 i-DADS COUNTY Expiration Date:December 11,2016 �Fgayallrmlj '90 /5,1 1�� Approve!Date:September 08,2011 / Page 1 E.I.DuPont De Nemours&Co..Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 10-0922.09,titled"DuPont Butacite®PVB Interlayer", Sheet 1 and 2 of 2,dated 03/25/11,prepared by E. I. DuPont De Nemours&Co., Inc, signed and sealed by Allan A. Kozich,P.E. B. TESTS Test report Standard Date Signature 1. A2280.01-10-18 ASTM D1929-96 03/29/11 Joseph A. Reed,P.E. 2. A2280.01-10-18 ASTM D 635-03 03/29/11 Joseph A. Reed,P.E. 3. A2280.01-10-18 ASTM D 2843-99 03/29/11 Joseph A. Reed, P.E. 4. A2280.01-10-18 ASTM G 155-04 03/29/11 Joseph A. Reed,P.E. 5. A2280.01-10-18 ASTM G 158-02 03/29/11 Joseph A. Reed,P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department(BNC) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest issued by Allan A. Kozich&Associates, dated 08/09/11, signed and sealed by Allan A. Kozich, P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 11-0624.01 Expiration Date:December 11,2016 Approval Date:September 08,2011 E-1 DUPONT BUTACITE® PVB INTERLAYER PRODUCT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS &CO., INC. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES, A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: A B C A - 118"(3.0 mm Annealed Glass SECTION B - 0.090" 0.76 mm DuPont Butacite®PVB Interlayer C - 1/8" 3.0 mm Annealed Glass MATERIAL CHARACTERISTICS Butacite® PVB Interlayer (Clear) Designation Test Properties Butacite® PVB Interlayer Clear Self Ignition Temperature ASTM D1929 788 -F 420°C Flash Ignition Temperature ASTM D1929 788 °F 420°C Avg Smoke Density Rating ASTM D2843 7.2 Burning Rate ASTM D636 0 mm/min. Xenon Weathering (4500 hrs) ASTM C158-02 *Weathering Flexural Strength Method A ASTM C158-02 Method A Before After 2940 psi 3189 psi *WEATHERING PER SECTION 2605.2 OF THE FLORIDA BUILDING CODE THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. DuPont Butacite® PVB interlaver .. E.I. duPont de Nemours &Co., Inc. ltRtlbUt IRvisl~o j DuPont P&IP- GLS IIs cwi*O*wia lila Ntodiir Chestnut Run Plaza Bldg 712J161 i�rlal6tSf?l ., AaNpWN W , P. O. Box 80712 X01 j ington DE 19880-0712 ay Phone: 302-999-2125 Dwg. # 10-0922.09 rev 1 Sheet l of 2 `JU-N "2i.--2 ' 11 Drawing Date: 03/25/11 Allan A. Kozich, PE Registration # 16864 t . DUPONT BUTACITEO PVB INTERLAYER Material Characteristics Butacite® PVB Interlayer (Colors) Designation Test Properties Self Ignition Temperature[1 ASTM D1929 788 TF(420 TC) Self Ignition Temperature[2] ASTM D1929 788 TF(420 TC) Self Ignition Temperature 3] ASTM D1929 788 TF 420 TC Self Ignition Temperature[4 ASTM D1929 788 TF(420 TC) Self Ignition Temperature[5] ASTM D1929 788 TF 420 TC) Flash Ignition Temperature[1] ASTM D1929 788 TF(420 TC) Flash Ignition Temperature 2] ASTM D1929 770 TF(410 TC) Flash Ignition Temperature[3 ASTM D1929 770 TF(410°C) Flash Ignition Temperature[4] ASTM D1929 788 TF(420 TC) Flash Ignition Temperature 51 ASTM D1929 788 TF(420°C Avg Smoke Density Rating [1 ASTM D2843 T2 Avg Smoke Density Rating [21 ASTM D2843 9.1 Avg Smoke Densi!y Rating [3] ASTM D2843 10.2 Avg Smoke Density Rating 4] ASTM D2843 10.1 Avg Smoke Density Rating [5] ASTM D2843 8.1 Burning Rate 1) ASTM D635 0 mm/min. Burning Rate [2] ASTM D635 0 mm/min. Burning Rate[3] ASTM D635 0 mm/min. Burning Rate [4] ASTM D635 0 mm/min. Burning Rate[5] ASTM D635 0 mm/min. [1]Clear Butacite®PVB Interlayer [2]Charcoal Grey Butacite®PVB Interlayer [3)Blue-Green.Butacite®PVB Interlayer [4]Azure Blue Butacite®PVB Interlayer (5)Solar Bronze Butacite®PVB Interlayer THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. DuPont Butacite® PVB Interlaver I�c�txx�rul4vt�cr� r E.I. duPont de Nemours & Co., Inc. as00moyiny,ftamplar4kde DuPont P&IP- GLS p iwing co Chestnut Run Plaza Bldg 712/161 P. O. Box 80712 -Wilmington DE 19880-0712 I!rrwur; {: Phone: 302-999-2125 Dwg. # 10-0922.09 rev 1 Sheet 2of 2 r ;itUN4�. ZQ1� Drawing Date: 03/25/11 Allan A. Kozich, PE Registration # 16864 e,& . No. Lucas A.Turner,P.E., MBA Evaluation Report 726 2080 Mauve Ter. North Port,FL 34286 Ph. 941-380-1574 June 13,2012 Product Description: Series 3700 Aluminum Single Hung Window,LM Impact,max. unit sizes of 53 1/8"x 84"DP70 Oriel,53 1/8"x 76"DP70 OX Equal Split,and 37"x 63"DP80 OX Equal Split • Manufacturer: Custom Window Systems,Inc. 1900 SW 44`"Ave, Ocala,FL 34474 ` Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-726,signed and sealed by Lucas A.Turner,P.E. 2) Test Reports NCTL-210-3795-1, 4A, -2,-2A,-3,and-3A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2008,ASTM E 1886-2002/2004/2005,and ASTM E 1996-2002/2004/2006/2009 3) Supplemental Calculations to support CWS-726,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-726. Limitations of Use: This product: • May be used up to sizes indicated above in Product Description,with glass types,design pressures,and max.glass daylight sizes as shown in CWS-726 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 11-0624.01 • Requires 6063-T6 aluminum extrusions per CWS-726 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. 0'�%p��1®®Er,1 tto No 582i11 •F-P R �e ,• api 6/13/2012 r'` '•• t .•` � �+ Lucas Tumer Lucas A. Turner,P.E. r`` •+..•• FL PE#58201 � 1�� 'M�` 2012-06-13 20:02-04:00 �1Ft®E oto $1 Dorida Building Code Online Page 1 of 3 °lift S =r t 'e.: a.,..... -- ... .,_...,, �. i� y!�.. 'PAF. x,s. rs .; rr' 'Ltl' ��1T¢ � BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines Professial Product Approval '�" USER:Public User Re,gulation Product Approval Menu>Product or Application Search>Application ust>Application Detail p ) ,,��. v '".•) FL# FL14608-RS Application Type Revision Code Version 2010 Application Status Approved *Approved by.DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 10030 Bavaria Road Ft.Myers,FL 33913 (800)432-2204 Ext 4314 thoard@eastemmetal.com Authorized Signature Timothy Hoard thoarci@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Ercall Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/14/2012 Date Validated 02/20/2012 Date Pending FBC Approval http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7Z... 9/3/2013 Florida Building Code Online Page 2 of 3 Date Approved 02/22/2012 .._ —........._... � Summary of Products FL# 114odel,Number or Name Description 14608.1 ISeries"1000"Aluminum Fixed Window € Limits of Use Certification Agency Certificate I Approved for use in HVHZ:No FL14608 RI C CAC NI006122,01.0df Approved for use outside HVHZ:Yes FL14608 R3 C CA( NIO06122.02.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+100/-130 12/31/2014 Other:Configuration:0 Max.Frame Size:W-60'H-48"Max.DLO Size: Installation Instructions W-56"H-47"Glazing:3/16"Monolithic or I.G.Tempered Glass FU4608 R1 II EAS014 2010 CC SS.pd Verified By:Alexis Spyrou,P.E.Florida P.E.68101 Created by Independent Third Party:Yes Evaluation Reports FL14608 R1 AE PER 1687 SS odf Created by Independent Third Party:Yes 14608.2 Series"1500"Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14608 R1 C CAC N1006176.01-Ri.0df Approved for use outside HVHZ:Yes ,175,Q4,Adf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+100/-100 04/30/2015 Other:Configuration:0 Max.Frame Size:W-96"H-48"Glazing: Installation Instructions Monolithic or I.G.Tempered Glass FL14608 R1 11 EAS011 2010 CC SS.odf Verified By:Alexis Spyrou,P.E.Florida P.E.68101 Created by Independent Third Party:Yes Evaluation Reports FL14608 R1 AE PER 1688 SS.odf Created by Independent Third Party:Yes 14608.3 Series"FWI 2000"Aluminum Impact Rated Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14608 R 9- 127.13. f Approved for use outside HVHZ:Yes FL14608 R1 C CAC NI009023,01,odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+90/-90 02/28/2014 Other:Configuration:0 Max.Frame Size:W-144"H-48"Glazing: Installation Instructions Laminate-3/16"Heat Strengthened Glass/0.100'Solutia/3/16"Heat FL14608 R1 II EAS015 2010 CC SS.pdf Strengthened Glass,Interlayer approved under NOA 09-0127.13 Verified By:Alexis Spyrou,P.E.Florida P.E.68101 Created by Independent Third Party:Yes Evaluation Reports FL14608 RS AE PER 1689 SS.odf Created by Independent Third Party:Yes j 14608.4 ISerles 1436 Vinyl Fixed Window with Nailing Fin 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14608 RI C CAC NI010609.POF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2014 Design Pressure:+80/-80 Installation Instructions Other:Configuration:0 Max.Frame Size:W-71.5"H-71.5"Max.DLO FL14608 R1 II EAS032 CC SS.odf Size:W-66.88"H-66.88"Glazing:I.G.5/16"Annealed Glass Verified By:Alexis Spyrou,P.E.Florida P.E.68101 Created by Independent Third Party:Yes Evaluation Reports FL14608 RI AE PER 1690 SS.odf Created by Independent Third Party:Yes 14608.5 ISeries 1446 Vinyl Fixed Window with Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14608 RI C CAC NI01060901 PPF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2014 Design Pressure:+80/-80 Installation Instructions Other:Configuration:0 Max.Frame Size:W-74.5"H-72"Max.DLO FL14608 R1 11 EAS033 CC R1 cert.odf Size:W-69.5"H-66.88"Glazing:I.G.5/16"Annealed Glass Verified By:Alexis Spyrou,P.E.Florida P.E.68101 Created by Independent Third Parry:Yes Evaluation Reports EL14608 R1 AE PER 1691 cert 2-20-12 R1.odf Created by Independent Third Party:Yes 14608.6 ISeries 2456 Vinyl Impact Rated Fixed Window with Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14608 RI C CAC NI010610.POF Approved for use outside HVHZ:Yes FL14608 R1 C 0Ag_NNjQ656.PPE Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 09/30/2014 Other:Configuration:O Max.Frame Size:W-64"H-84"Max.DLO Size: Installation Instructions W-58.5"H-79"Glazing:1-1/4"Overall Laminated I.G.-3/16"Annealed FL14608 RI II EAS034 CC cert RI-ndf Glass/Laminate-3/16"Annealed Glass/0.075"Solutia Sea Storm Verified By:Alexis Spyrou,P.E.Florida P.E.68101 Interlayer/3/16"Annealed Glass Created by Independent Third Party:Yes Evaluation Reports FL14608 R1 AE PER 1692 SS.odf Created by Independent Third Party:Yes 14608.7 ISerles 2466 Vinyl Impact Rated Fixed Window with Flange Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14608 1 C CAC NI010610.01.PDF Approved for use outside HVHZ:Yes FL14608 Ri C CAC NI01065 .01.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+60/-60 09/30/2014 Other:Configuration:0 Max.Frame Size:W-64"H-84"Max.DLO Size: Installation Instructions W-58.5"H-79"Glazing:1-1/4"Overall Laminated I.G.-3/16"Annealed FL14608 R1 II EAS035 CC cert RI.odf Glass/Laminate-3/16"Annealed Glass/0.075"Solutia Sea Storm Verified By:Alexis Spyrou,P.E.Florida P.E.68101 Interlayer/3/16"Annealed Glass Created by Independent Third Party:Yes Evaluation Reports FL14608 R1 AE PER 1693 SS.odf Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7Z... 9/3/2013 171mida Building Code Online Page 3 of 3 9M HE Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entlty.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ,a4+C11tYl4V http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7Z... 9/3/2013 M IAM tiD/4DE MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildinscode Solutia Inc. 730 Worcester Street Springfield,MA 01151 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 f 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: Solutia Interlayers for Laminated Glass APPROVAL DOCUMENT: Drawing No. 1291,titled"Solutia Interlayers for Laminated Glass,"sheet 1 of 1,dated 01/14/04,with revision dated 01/12/09,prepared by W.W. Schaefer Engineering&Consulting,P.A., Inc.signed and sealed by Warren W. Schaefer,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:None LABELING: Glass laminated under this product approval shall be permanently marked in a corner of the glass with: a) Solutia,b)Authorized laminator's name,c)M.D.C.A.,that stands for Miami Dade County Approved and d)Markings required by federal law for safety glazing. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#03-0827.08 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.09-0127.13 MIJAMMADE COUNTY= Expiration Date:March 4,2014 •.. ........ Approval Date:March 4,2009 09 Page 1 tJ Solutia Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 1291,titled"Solutia Interlayers for Laminated Glass,"sheet 1 of 1,dated 01/14/04,with revision dated 01/12/09,prepared by W.W. Schaefer Engineering& Consulting,P.A.,Inc. signed and sealed by Warren W. Schaefer,P.E. B. TESTS 1. Test reports listed on the NOA No. 06-0216.06,08-0206.01 and 08-0520.08. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO) E. MATERIAL CERTIFICATIONS 1. Saflex IIIG Product Control Notice of Acceptance No. 06-0216.06,issued to Solutia Inc. on 05/04/06 and expiring on 05/21/11. 2. Saflex HP Product Control Notice of Acceptance No. 08-0206.01,issued to Solutia Inc. on 04/17/08 and expiring on 04/14/13. 3. Vanceva Composites Product Control Notice of Acceptance No. 08-0520.08,issued to Solutia Inc. on 07/17/08 and expiring on 12/11/13. F. STATEMENTS 1. No change letter issued by Solutia Inc.,dated 01/12/09, signed by Julia C. Schimmelpenningh. "Submitted under NOA #03-0827.08" 2. Letter listing NOA No. 03-0421.01,03-0421.02 and 03-0415.13. G. OTHER 1. Notice of Acceptance No. 03-0827.08,issued to Solutia Inc., approved on 03/04/04 and expiring on 03/04/09. * 25r Carlos M.Utrera,P.E. Product Control Examiner NOA No.09-0127.13 Expiration Date:March 4,2014 Approval Date:March 4,2009 E-1 SOLUTIA INTERLAYERS A B:1 -4 C PRODUCT DESCRIPTION MANUFACTURED BY: SOLUTIA INC. DESCRIPTION: SOLUTIA INTERLAYERS ARE CLEAR OR COLORED PLASTICIZED POLYVINYL BUTYRAL INTERLAYERS WITH A POLYETHYLENE TERATHALATE CLEAR, COLORED OR PATTERNED CORE FOR LAMINATION BETWEEN TWO OR MORE LITES OF GLASS. A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS (MINIMUM THICKNESS INDICATED - MULTIPLE LAYERS OF INTERLAYER TO BE USED AS NECESSARY): A - 2.3 mm (3/32") ANNEALED GLASS B1 - 0.38 mm (0.015") SAFLEX8 IIIG, SAFLEX® HP, VANCEVATM AND/OR _ _ _ _ _ _ VANCEVe COMPOSITE INTERLAYERS— _ 82 - 0. " SAFLEX® IIIG, SAFLEX® HP OR VANCEVATm 38 mm (0.015 SECTION ( ) COMPOSITE INTERLAYERS — — — — — — — — — — — — — — — B3 - 0.38 mm0.015") SAFLEX® IIIG, SAFLEX® HP OR VANCEVATM ( COMPOSITE INTERLAYERS d! 7 E34 - 0.38 mm (0.015") SAFLEX® IIIG, SAFLEX® HP OR VANCEVATM COMPOSITE INTERLAYERS C - 2.3 mm (3/32") ANNEALED GLASS PRODUCT PROPERTIES INTERLAYER PROPERTIES ARE DESCRIBED AND APPROVED ON INDIVIDUAL PRODUCT NOA DOCUMENTS. THE FOLLOWING INTERLAYERS AND THEIR COMBINATIONS ARE COVERED UNDER THIS NOA: TITLE NOA EXPIRATION DATE SAFLEX IIIG 06-0216.06 05/21/2011 SAFLEX HP 08-0206.01 04/14/2013 VANCEVA COMPOSITES 08-0520.08 12/11/2013 SOLUTIA INTERLAYERS BY THEMSELVES (UNPROTECTED) DO NOT COMPLY WITH THE FLORIDA BUILDING CODE. ®SAFLEX IS A REGISTERED TRADEMARK OF SOLUTIA INC. TmVANCEVA IS A TRADEMARK OF SOLUTIA INC. VANCEVATM AND/OR SAFLEX® BRAND INTERLAYERS ARE ALSO KNOWN AS: AA THROUGH AZ, CA THROUGH CZ, DA THROUGH DZ, HA THROUGH HZ, LA THROUGH LZ, MA THROUGH MZ, NA THROUGH NZ, RA THROUGH RZ, SA THROUGH SZ, AND/OR VA THROUGH VZ. EACH DESIGNATION IS FOLLOWED BY A TWO CHARACTER CODE "XX" DESIGNATING GAUGE AND TYPE OF INTERLAYER (e.g.: CL41, R841, NA71, DPF8, VS02). „ THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR AN NOA TO THE MIAMI—DADE PRODUCT CONTROL DIVISION AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEMS USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE F.B.C. A LIST OF AUTHORIZED LAMINATORS SHALL BE FILED WITH DADE COUNTY BY SOLUTIA INC. A UPDATED PROPERTIES NOA #'S 01/12/09 REV. # DESCRIPTION DATE JAN 12 20fl� SOLUTIA, INC. 730 WORCESTER STREET SPRINGFIELD, MA 01151 WN W. SCHAEFER, P.E. PHONE: 508-867-3029; FAX: 508-861-0127 STRUCTURAL ENGINEER 5 TITLE: P.E. SOLUTIA INTERLAYERS W. W. rS . R FEENGINEERING & CONSULTING, P.A. FOR LAMINATED GLASS TRUCTURAL CONSULTING ENGINEERS 95 N. MILITARY TRAIL; SUITE C-204 DRAWING NO. DRAWN BY: DRAWING DATE: SHEET NO. PALMPNONEH 61D775-49023410 1291 K 1 01/14/041 1 OF 1 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI009023.01 DATE: 04126/2011 CERTIFICATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 The"Notice of Product Certification"is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification sea}represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at wwwAAMICertitication.com. Please review,and advise NAMI immediately if data,as shown,requires corrections. COMPANY NAIVE AND ADDRESS PRODUCT(DESCRIPTION Eastern Architectural Systems Series"FWI 2000"Aluminum 10030 Bavaria Road Impact Rated Picture Window Ft.)Myers,FL 33913 Configuration:O Glazing:Laminate-3/16"Heat Strengthened Glassi0.I00"Solutia/3/16"Heat Strengthened Glass { Frame: 'W-3659mm(144") H-1219mm(48") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure:+90/-918 psf Large Missile Impact Rated Product Tested By: National Certifier)Testing Laboratories Report No: NCTL-210-3396-I Expiration Date: February 28,201 j I Administrator's Signature: NATIONAL., ACC ITATION AND MANAGEMENT INSTITUTE,TE, INC. 4794 George Washington Memorial Highway Mayes,VA 23072 Tel: (804)684-5124 Fax:(804)684-5122 EASTERN ARCHITECTURAL SYSTEMS 7INCater�t Aaes e^euan.. »tea 9vsvanaaC4 INSTALLATION NOTES: SERIES 2000 IMPACT FIXED WINDOW EASTERN MYERS.0 L 33913 TEAl5 10030 BAVARIA ROAD FT MYERS.FL 33913 1.ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR 9x:(eou>432-2204 FX:(239)369-2412 LOCATION SHOWN. °D v 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE p �IJ 0."' MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT w H u)h n INSTALLATION. Z n• •,�.� LL O 1) 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A S TOLERANCE OF±1/2 INCH OF THE DEPICTED LOCATION IN THE N a 0Z V) ANCHOR LAYOUT DUETAIL(I.E.,WITHOUT CONSIDERATION OF V) F¢-Z t=4 Z-C n TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE Z w INSTALLATION ANCHOR TO THE NEXT. w A y Lp ¢ g m u 4.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD 65 /rte 3 n� BEARINGSHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE I/4 F- INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S.FOR INSTALLATION INTO WOOD FRAMING USE#14 WOOD GENERAL NOTES: ¢ N � N SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND TABLE OF CONTENTS MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA m 6.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN SHEET REVISION SHEET DESCRIPTION '^ EVALUATED ACCORDING TO THE FOLLOWING: v! OR DIRECTLY INTO CONCRETE/MASONRY,USE 1/4 INCH TAS 201-94 1 A INSTALLATION B GENERAL NOTES DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 TAS 202-94 Z z Uj 1/4 INCH MINIMUM EMBEDMENT. . TAS 203-94 2 A ELEVATION$ANCHOR LAYOUT O Z 7.FOR INSTALLATION INTO METAL SND FRAMING OR APPROVED 2.ADEQUACY OF THE EXISTING STRUCTURAL 3 A VERTICAL SECTIONS A GLAZING DETAIL ,H^ Z) LL' U MULLION USE#14 SELF-TAPPING SCREWS OF SUFFICIENT LENGTH CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND 4 A COMPONENTS&BILL OF MATERIALS v, I— TO ACHIEVE THREE(3)THREADS MINIMUM PENETRATION BEYOND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND H d THE METAL STRUCTURE. TRANSFERRING APPLIED PRODUCT LOADS TO THE \ 0 FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR •'+ 8.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. w W 0 FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK L] N VENEER,AND SIDING. 3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND U co 9.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE DESIGN PRESSURE RATING LL STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD DESIGN PRESSURE MISSILE IMPACT RATING CORROSION RESISTANT COATING. FOR THE PROJECT OF INSTALLATION. 10.FOR GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION0 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC •90 PSF/-90 PSF LARGE AND SMALL ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC MISSILE IMPACT FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE P<J •••�/,��im FACE SHELL OF BLOCK. FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ' •• �� ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC ?�• o O ( ' 11.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE DOCUMENTS FOR USE WITH THIS DOCUMENT, O,;y WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, Co. W AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH S.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED •W * ~ STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYN.V H THE ANCHOR MANUFACTURER. ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. z �2 6.WINDOW FRAME MATERIAL:6063-TS ALUMINUM ��•••, k 12.INSTALIATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 7 GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04 GLASS ','bi ••••••P�•r< ,� BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: CHARTS.SEE SHEET 3 FOR GLAZING DETAIL A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. 8.DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING: D,I Ci m Z m 7 W-L F_ C. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE X:OPERABLE PANEL <�! 7 Y�i Q~ N,TYPE 1(OR GREATER). 0:FIXED PANEL �ti U= tV0 Z D. STEEL-MINIMUM 18 GA.,TENSILE YIELD STRENGTH OF 33 KSI. E. ALUMINUM-MIN.0.125"THICK,6063-T5(Py=16000 PSI) Digitally signed by Alex Spyrou DWG#: Reason:I am approving this document EA 5015 Date:2012.01.30 04:15:30-05'00' SHEET: 1 OF 4 Eablem x:;3»,f SY6YBM6 EASTERN ARCFQTECTUA&5YSTEMS 10030 BAVARIA ROAD FT MYERS.PL 33913 PH:(800)432-2209 M(239)369-2412 144" MAX.O.A.WINDOW WIDTH m m 140.50" MAX.D.L.O.WIDTH (H) 1---I a 0 0. 1iJ r 1nv�� ZO Oui"�" 0 of>LL9 3 0 <a 'D V) Y oe 1 ( (W) V) w= HZ4Za H w m Lu �� ( ) T w 48"MAX. 44.625" / tL oc m LL O.A. MAX. D B T Fu a 3 g WINDOW D.L.O. 3 „0, B NOTE: �+ owe HEIGHT HEIGHT WINDOW WIDTH(W)AND HEIGHT (H)ARE INTERCHANGEABLE. �u Q N � N TZ m V1 A 3 Z LU ELEVATION Z = 5`MAX.FROM EXTERIOR w CORNERS TYP O 4"MAX.FROM T'MAX.O.C.TYP > LnCORNERS TYP W w � 0 0 N V m LL 12"MAX.j Z O.L.TYP "O" 1.,-000, IN5TALLATION ANCHOR (TYP.) a mi V. ss a uj m:W w ANCHOR LAYOUT N o FLANGE ,..R Z ED0 =2 y Z U DWG#: EA5015 SHEET: -0—F /1 MIN.3 THREADS PENETRATION BEYOND 1/4"MAX SHIM METAL STRUCTURE 3/4"MIN.EDGE DISTANCE ii��@iiNtvv4aavv4� CONCRETE/MASONRY BY OTHERS ersrs� #14 WOOD SCREW INTERIOR ` CAULK BETWEEN INSTALLATION ANCHOR EASTERN ARCHITECTURAL SYSTEMS CONCRETE/MASONRY&2X 1 MIN.18 GA.STEEL STUD TFl3M SA0 A YERS FL 33913D WOOD BUCK BY OTHERS 1 1/2"MIN. 3 Pl (em)432-22 FX:(239)369-242 2X WOOD RUCK-. EMBEDMENT SEE GLAZING RD BY OTHERS ° DETAIL 4 v #14 SELF TAPPING SCREW FLASHING BY OTHERS a' INSTALLATION ANCHOR X z d m EXTERIOR FINISH o j EXTERItn OR CC BY OTHERS W Y rrf Z-iZa O.A.WINDOW 1/4"MAX.SHIM CAULK BETWEEN w w� Lu HEIGHT PERIMETER CAULK � 1 GLAZING CHANNEL ASSEMBLY FLANGE&SHEATHING iu of m LL BY OTHERS FASTENER SPACING SHEATHING BY OTHERS a 3 IN EXTERIOR FINISH F! Lu Lu 3 EXTERIOR 4 .HEAD/SILL:4.50"IND.,12"O.C. BY OTHERS at n. 5 SEE GLAZING DETAIL 1 •JAMBS:5.50"IND.,15"O.C. O.A.WINDOW �u WIDTH Q N 0.480"O.A.LAMINATED GLASS a N VERTICAL SECTION CONSISTING OF: B HORIZONTAL SECTION Z 0.1875"HEAT STRENGTHENED GLASS, m 3 HEAD-CONCRETE/MASONRY 0.100"INTERLAYER BY SOLUTIA, 3 JAMB-2X METAL STUD 5 0.1875"HEAT STRENGTHENED GLASS ATEPIOP 3 INTERIOROZ 0.75"6LA55 MIN.3 THREADS PENETRATION BEYOND P Lu BITE SEE GLAZING 5SIMETAL STRUCTURE 1/4"MAX.SHIM V O DETAIL 4 4 w 3 GLAZING DETAIL 1 INTERIOR N PERIMETER CAULK U 1 m BY OTHERS 1 MIN 1/8"THICK ALUMINUM 3 LL O.A.WINDOW 1/4"MAX.SHIM FRAMING OR APPROVED MULLION SEE GLAZING HEIGHT EXTERIOR INTERIOR 4 SEE GLA Z a #14 SELF TAPPING SCREW INSTALLATION ANCHOR ,,�� EXTERIOR FINISH .3Nj`�i° BY OTHERS 11/4"MIN. CAULK BETWEEN �J; EXTERIOR EMBEDMENT DECORATIVE FIN AND �Q'•q, v. 6, CAULK BETWEEN ALUMINUM STUD 5 0 0 FLANGE&IX 3/4"MIN w U3 l V 00 EDGE CAULK BETWEEN O i ¢ 1X WOOD BUCK DISTANCE FLANGE&SHEATHING B COAULK BETWEEN THERS 2 1/2"MIN.EDGE EXTERIOR FINISH CONCRETE/MASONRY&IX DISTANCE BY OTHERS WOOD BUCK BY OTHERS O.A.WINDOW o m m �v) 1/4"ITW TAPCONL Z WIDTH a N '�x v Z CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR o! of (A-) VERTICAL SECTION p HORIZONTAL SECTION DWG#: C3 J SILL-CONCRETE/MASONRY 3 JAMB-ALUMINUM STUD EA5015 DECORATIVE FIN SHEET: 3 OF 4 O FRAME HEAD,SILL 6 JAMB O U CHANNEL GLAZING BEAD AAaSter RA 0.060"TYP WALL THICKNESS 3 0.050"TYP WALL THICKNESS a SVST a EASTERN ARCMTERURAL SYSTEMS 10030DAVARIAROAD FT MYERS.R 33913 PH: (300)432-2204 F%:(239)369-2412 O3 0.6250" � m 1.8750" X a V)V)F g O Z w a LL 0.62150" II� N oa ZY- J .11 I�JI w f o T 1-i Q i i. OH 0D 3aC{�3 a W m Lu H H F N W ca q Z�+ p� oD u 5 F LU q �33S a 2.6250" �+ d {33 0 Fq N BILL OF MATERIALS m z NO I DESCRIPTION MATERIAL I FRAME HEAD SILL d JAMB In 2 NOT USED 3 U CHANNEL LAZING READ Z 4 #10 X 1'PHILLIPS FLAT HEAD SCREW Q 5 0.480"O.A.LAMINATED GLASS CONSISTING OF: H z 2 0.1875"HEAT STRENGTHENED GLASS, U) uiu 0.100"INTERLAYER BY SOLUTIA, 0.1875"HEAT STRENGTHENED GLASS u W�/ w a Li N U co U- 0 O Q tq:w F . mOZZ Z U N DWG#: EA5015 SHEET: ^ OF 4 127 W. Fairbanks Ave. /z\ BUILDING DROPS Suite 438 Winter Park, FL 32789 t A Perfect Solution in Every Drop 407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of Eastern Architectural Systems, Inc. Series 2000 Fixed Window (Impact) for Florida Product Approval FL# 14608 Report No. 1689 Florida Building Code 2007 & 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Windows Sub —Category: Fixed Product: Series 2000 Fixed Window Material: Aluminum 6063-T5 Product Dimensions: 144"x 48" Prepared For: Eastern Architectural Systems 10030 Bavaria Road Ft Myers, FL 33913 Prepared by: �`,titiit►trSP riffti Alexis Spyrou, P.E. �, tS y , Florida Professional Engineer#68101 .��`Q�'� E.IV,9'-. Date: 1/05/2012 „ No .� Contents: " Evaluation Report Pages 1—4 Installation Details Pages 5 -p; 'CC 44/ r Digitally signed by Alex Spyrou ' 0 -� TATE OF :10 Reason:I am approving this '�, ;• / :' document f�yd '' �,��" Date:2012.01.30 05:34:49-05'00' ell '�Ib`" BUILDING DROPS FL#: 14608 Date: 1/05/2012 A Perfect Solution in Every Drop Report No: 1689 Certificate of Authorization:29578 Manufacturer: Eastern Architectural Systems,Inc. Product Category: Windows Product Sub-Category: Fixed Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Series 2000 Fixed Window (Impact) Scope: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL#68101)for Eastern Architectural Systems,Inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007&2010 Florida Building Code as per standards listed on page three of this document. See Installation Instructions EAS015 signed and sealed by Alexis Spyrou, P.E. (FL#68101)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2007&2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007&2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing EAS015, require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions EAS015,for size and design pressure limitations. Alexis Spyrou, P.E. Florida No.68101 Page 2 of 5 BUILDING DROPS FL#: 14608 Date: 1/05/2012 A Perfect Solution in Every Drop Report No: 1689 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 9N-3.005 (3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute (FBC Organization#: QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization#:TST1589) Report#: NCTL-210-3396-1, Report Date:3/01/2007 2. Quality Assurance National Accreditation&Management Institute (FBC Organization#: QUA1789) Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 ■ + ' or BUILDING DROPS FL#: 1460$ A Perfect Solution in Every Drop Date: 1/05/2012 Certificate of Authorization:29578 Report No: 1689 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood frame substrate, use#14 Wood Screws type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. • B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For steel stud substrate, use#14 self-tapping screw anchors of sufficient length to achieve three (3)threads minimum penetration beyond the metal structure. E. For aluminum substrate, use#14 self-tapping screw type aluminum frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Refer to Installation Instructions(EAS015)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Size DP 144"x 48" +90/-90 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 BUILDING DROPS FL#: 14608 A Perfect Solution in Every Drop Date: 1/05/2012 Report No: 1689 Certificate of Authorization:29578 Installation Method Eastern Architectural Systems, Inc. Series 2000 Fixed Window 5"MAX.FROM _ CORNERS TYP 4"MAX.FROM } 7"MAX.O.C.TYP F-CORNERS TYP =-4 - 12"MAX. O.C.TYP p.. I INSTALLATION ANCHORi ANCHOR LAYOUT FLANGE Alexis Spyrou, P.E. Florida No.68101 Page 5 of 5 I 13 -2) E � 4 ............... � � r ` 3 j � 3 3 - © 1 I q << �i 1 '41 �� l J car 3� f ��, I � � (