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HomeMy WebLinkAboutSUBMITTED PAPERS6�F ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO. BE ACCEPTEDI Number: Date: SCANNED Permit St. Lucie Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division % e FFL 4982 2300 Virginia Avenue, Fort Pierce Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line .... t PROP,OSn�EDaIMPRQVEfyIENf e .. y LOCATION ".� ,M d 'a4.�.i ;r iwi;.`,^i ' " �? Fs•:�' :.12- eta.' �'i. d °-{ n . , ..z , .+. '�f t.7d a{.i'r Address:orgD SL,4'SQ OrL�_--C Pk� Legal Description: Lof Dq t~ � 5-o &,)LI C C_-ro,,0',&a Aevo , A GLOain /V {c�L W ,4kt e_ cRS AP%L Property Tax ID #: 23 b $ — O n — 0) 1 b — oD Lot No.L9 Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: 1V � [}�3 �a 43 1,:{�FY "a yC�Y 'f idi DET4LED�DESCRIPTIO,NOFWORK. ! ;k?: arX,`.,sais `.,:;' ' .z xa a_,I ,� Qf �13.eCC T CC!NST13UCTION INFORM/Al :' b Mona wor to e e orme un ert is permut— cneCK a fa"Ply: ❑_ HVAC Gas Tank ❑Gas Piping iShutters Windows/Doors Electric OPlumbing []Sprinklers DGenerator 11Roof Total Sq. Ft of Construction: So. Ft. of First Floor: Cast of Construction: $ W Utilities: O Sewer E]Septic Building Height: J 'k i4 SeT W„ Si ry y"qi r ys t i as , 9 + tl'rcr'1 l p!` ":GONTR CTOR � OWN_'ER/LESSEE N� �a r tw�b 4.e' �t•�-fir. t •, iC eY t �C �C't"-L-. Name Name: Address: SL 11 fljQ_ OIL Company: City: .GVC.,Q— State: Address: City: State:_ Zip Code:' rLq YV 15 ax: _ Phone No. Zip Code: Fax: E-Mail: itn-L &. 6, Lwc,. CLap t Phone No. FIII In fee simple Title Holder on next page ( if different E-Mail: State o County License: from the Owner listed above) If value of construction is $2500 or more, a RECORDED Notice of Commencement is requiretl^ (.' DESIGNER/ENGINEER: __,ZNlot Applicable MORTGAGE COMPANY: ",Not Applicable Name: Name: Address: Address: City: ' State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable I BONDING COMPANY: Name: Address: City: Zip: Phone: Name: _ Address: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. Applicable St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in contlict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Commencement. Signature of Contractor/License Holder STATE OF FLORIDA�g,, - STATE OF FLORIDA COUNTY OF c` l . _ COUNTY OF The forgoing instru ent was acknowledged before me The forgoing instrument was ackno)vfedged before me this L day of 20 14 by this _ day of 20__Ig by (Name of person acknowledging) (Name of person ackno edging ) (Signature oblic- State of (Signature of N ary Public- State of Florida ) Personally Known _ Type of Identification Pr( Commission No. Revised 07/15/2014 J UD & HUMPHREY IISSION a EE 061169 EXPIRES: March 6, 2015 Personally K wn OR Produced Identification Type of Id tification Produced Com ' sion No. (Seal) REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW 'PLANS REVIEW VEGETATION REVIEW SEATURTLE REVIEW MANGROVE REVIEW DATE COMPLETE INITIALS Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Plane, Florida 34982 (772) 4624553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that 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 provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all appli ble laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how to p9et the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I maybe responsible and liable fib;; the cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related me ' al cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zc ing Department to the Florida State Department of Professional Regula 'Won Si and acknowledged on thi �dayof of20 i wner Builder Signature STATE OF FLORIDA COUNTY OF The for going instrument was ac mo led ed before t ' day of , 20 r , any known to me, or who has produced as identification. Signature of Not Type r rint Name of Notary (Seal) T41.-XIMnr Pnhlic Commission Number SLCPDSD Revised 05/15/2014 ry� AUDREYS.HUMPHREY 7,i r MY COMMISSION N EE 061759 EXPIRES. March 6 2015 „..... ' Banded Thru Notary Public Urdemnam Property Appraiser - St.Lucie !'^ inty, FL N Page I of 1 Rookminle Gobindporsaud Record: 1 of 1 Property Identification Site Address: 240 SUNRISE OR Secrrown/Range: 08 :35S :39E Map to: 23108N Zoning: AG-2.5 Ownership and Mailing PROPERTY RECORD CARD «Prev Next» Spoc.Assmnt Taxes PafcellD: 2308-601-0196-000-6 Account#: 13226 Use Type: SF Res City/Cnty: Saint Lucie County Owner. Rookminie Gobindpersaud Rakesh Persaud Address: 240 Sundae or Fort Pierce FL 34945 Sales Information Date Price Code Deed Book/Page 10/7/2014 62000 0112 SP 3682/2788 6/17/2014 6100 0112 CT 3643 / 2082 11/22/2000 95000 00 WD 1344/2592 4/1/1987 81000 00 CV 0538/0444 10/1/1984 75500 00 CV 0446/0921 3/1/1983 70000 00 CV 0397/0737 12/1/1979 5600 01 CV 0323 / 1066 4/1/1978 7000 02 CV 0285 / 0186 Exterior Features View: ExtType: HC- -HC- Grade: C--C- S1oryHght: 0010 -1 Story Interior Features BedRooms: 3 FullBath: 3 1/28ath: 0 %A/C: 100 Special Features and Yard Items Type Y/S Qty. SDSF - SITE DEV S-F Y 1 Exemptions Permits Home Print 1,JCIE 00 Q G Legal Description TROPICAL ACRES ELK C LOTS 29 AND 30 (1.37 AC) (OR 3682- 2788) Assessment 2014 Total Land and Building 2014 TRIM: 95100 Land Value: 25700 Acres: 1.37 Assessed: 95100 Building Value: 69400 Ag.Credit: 0 Finished Area: 2500 SgFl Exempt: Taxable: Taxes: 1786.24 BUILDING INFORMATION RoofCover: YeafBlt: EffYrBlt: No.Units: Electric: HeatType: HeatFuel: %Heated: Units Qual. Cord. YrBlt. 1 AV AV 2001 SA - Asph Shingle 1981 1981 1 MX - MAXIMUM FHA - FfedHotAir ELEC - Electric 100 Land Information No. Use Type 1 0100-SF Res RoofStruct: Frame: PrimeWall: SecWall: PrmintWall: AvgHt/FI: Prm.Flors: %Sprinkled: GA - Gable WS - Wood/Sheath DW - Drywall STD CU - Carpet 0 Type Measure Depth 200-Acres 1.37 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/pasle/prc.asp?prclid=230860101960006 11/24/2014 0 7. Please grade staffs ability or willingniess to address problems that have arisen with your permits. A B C D F' 8. Overall, how would you grade the speed of service you receive when submitting an application? A B C D F. 9. Would you benefit if the County offered electronic plan submittal and review? ❑ Yes ❑ No 10. Do the plans examiners generally respond to you in a timely manner? ❑ Always .•Sometimes C] Never i 11. Are building inspectors available when you need to speak to them? ❑ Always ❑ Sometimes ❑ Never 12. Are inspections done promptly as scheduled? ❑ Always ❑ Sometimes ❑ Never 13. Please provide any suggestions or comments you have regarding your experience with the Building Division how we might improve our service. Optional If you wish to be contacted to set up a meeting to address your concerns or ideas for service improvement, please provide your name and telephone number or email address. THANK YOU! For questions or additional information, please contact: o Monica Graziani, Building & Code Regulation Manager at 772-462-2822, or at grazianim@stlucieco.org o Building Division, St. Lucie County, 2300 Virginia Ave., Ft. Pierce, FI.34982 Page 2 of 2 •w r3y-p '^,:Sv, rr^.^gs•zav�t }i '1."^'-^ r "' ! ..-*�'"T� ,� n-E-,a ^... �`F ✓ A)'i }3 �`a'n'i .,� e b,�"s ,�flx r ait ':i� ' y ,"r z"k I � � t {i ,, ,..«ll" � . acts Mom. Log In User Registration Hot Topics Submit SurrhaMe Stazs 6 Facts Pubbcatlons FBC Staff BC15 Site Map Links SeamA t Busmen;. Product Approval �^`II Professional �� �(� USER PublicUs II41M7 /(/i P od.c aumo•.al Men, > e aR or Aonl t'a Se.r.'+ > i •cl :ec. 1.: > APVlieation Detail FL # FL11964-RI Application Type Revision Code Version 2010 Application Status Approved Comments Archived O Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Eastern Metal Supply 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 trodriguez@eastemmetal.com Bill Feeley Troddguez@eastemn taI.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer OO Evaluation Report - Hardcopy Received , Florida Engineer or Architect Name who developed the Walter -A. Tillit, Jr Evaluation Report Florida License PE-44167 - Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By John Henry Kampmann Jr. 6 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of SLanuaid) Fgojvatlnce nr Pro.hirt Stand?' - Certified By Sections from the Code Product Approval Method Date Submitted Date Validated rutc'pcndinn FPt- Annrrsual FL11964 RL COI EASTERN METAL Certification of independence dnva 11- 22 . Edf Standard ASTM E1886 ASTM E1996 ASTM E330 Method 1 Option D 12/16/2011 12/16/2011 Ul/nV/>n I2 Year 2002 2002 2002 Date Approved.._ .r 01/31/2012 ^+ Summaryof Products i..... ........ -..-: .. i............. ................ .. - FL p i Model, Number or Name; Description a 11964.1 0.050` Bertha Aluminum Storm Panel (2 Corrugated aluminum Storm Panels retained or not by tracks to inch)- Drawing number 11-221 ; provide hurricane protection. 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 RS 11 EASTERN METAL DRWG 11-221.9df Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. span is 13'-0" for +30, -30 p.s.f. ASD FL 1964 RI AF EASTERN METAL Product eviauation report drwD ... .'.and 4'-0" for +90, -130 P.s.f. ASD for retained panels, See sheet 2 11-221 odf of installation drawing for other spans and pressures. Created by Independent Third Party: Yes 111964.2 I24 Gage Bertha Galvanized Steel Panel 1 Corrugated steel storm panels retained or not by tracks to provide (2 inch) - Drawing number 11-226 1 hurricane protection. i Limits of Use Installation Instructions Approved for use it.. HVIIZ: No FL11 q R:_Il FA�TERN_ETAL DRWG 11-226.0f Approved for use outside HVHZ: Yes Verified By: Arrericap Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A , Evaluation Reports Other: Large Missile. Max. span is 9'-10" for +32.6, -32.6 p.s.f. FL11964 Rl AE EASTERN METAL Product evaluation regiont Franc . ASD and 2'-8" for+58.0, -58.0 p.s.f. ASD See sheet 2 of 11-226.odf installation drawing number 08-149 for other spans and pressures. Created by Independent Third Party: Yes Ccntact Us :: 1940 North Marra Street Tallahassee FL 32399 Phan e: 850-482-1924 The State of Florida is an AA/EEO em pro r. Cc ovno ha 2002-2013 State of Florida.:: Pnva cv Statement :: Acce ssibilaySta%_nt :: Rerund Statement Under Florida law, email addresses a re pu blic re to m r. If you do not want your a -in ail address released in response to a'to b lic-records request, do not send electronic mall to this entity. Instead, to ntaR Me office by phone or by Ira dltio no mail. If you have any of esno n s, please contact 850.487.139 S. -Puan a nt to Se Rion 455.225(1), Florida Statutes, effective 0done r 1, 2012, liters a es license or u rider Cho pter 455, F.S. must provide the De p a am enl vdth an email address it they have one. The emalls provided may be used for official communication Win the licensee. Hovrever email addresses are public record. If you do not wsh to supply a personal address, please provide the Department win an email address vAith 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: 0 Fs5_51 E 0 I tUrki inn, HENRI NDIRo 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WI ME 2010 ORION OF THE FLORIDA BUILDING CODE. MIS STORM PANEL SHALL Em BE INSTALLCD AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE / SROWMD COUN>IES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION HIGH OF ME ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECDONALITV FACTOR KE=O.B5, USING ASCE ]-ID FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED ME MAXIMUM INS,D.) DESIGN PRESSURE RATINGS INDICATED ON SHEER 2. ], 9 THRU IJ. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WHO LOADS DETERMINED PER ASIDE 7-10 SNµ1 BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING MEN BY 0.6 IN ORDER TO TO. COMPARE THESE W/ MAX. (WILD) DEACN PRESSURE RATINGS INDICATED ON SHEETS 2. P. 9 THRU 17. . IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON ME P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS bGM USED IN THEIR ANALYSIS. A DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WIN SECTION 1609.13 W THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS Y 0521.01-05, A 0812,01-05 AND X 0119.01-06. PER ASTM E 1006-02. E 1996-02 AND ASTM E-330 STANOMOS, CUAUFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE 0 (BASIC PROTECTION ONLY) AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 62.1L AND 6.21.2 OF NEW E 1996-02. 2.. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 1004-1434 ALLOY. 3. ALL ALUMINUM EXTRUSIONS SHROL BE ALLMINUM ASSO N11ON 6063-18 ALLOY A, TEMPER UNLESS OMERASE NOTED. STORM PANEL COMPONENTS a SMODED PLATE AND SNAP CAP ME PATENT PENDING. 4. ALL SCREWS TO BE STANLESS STEEL 304 OR 316 AUG SERIES OR CORROSION RESISTANT COATED WHOM STEEL AS PER DIN 50018 W/.50 111 YIELD STRENGTH AND 90 kel TENSILE STRENGTH & SHALL COMPLY 'A'/ FLORIDA BUILDING CODE SECTION 2411,33.4. 5. BOLTS TO BE ASTM A-307 GLLVMIZEO SIM OR A51 304 SERIES STAINLESS STEEL. WITH 3S Is MINIMUM YFW SDIENGTH. 5. ANCHORS TO WAIL SHALL BE AS FOLLOW; (UNLESS OIHERWSE NOTED) -1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.L.W./BIXLDEX, -1/4'0 S.G. TMCONS AS MANUFACTURED BY 11W/ BUROEX. -1/4'0 PANEL MATES. ANCHORS MAIL OR WAS AB. MANUFACTURED BY ELCO CONSTRJCTION PRODUCTS. -1/4'0 X 3/4"SOLID"SET ANCHORS, AS USTRIBUTEO BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY, NOTES: A.1) ANINUM EMBEDMENT INTO POURf:O CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4'; FOR ELCO FANELL IE AND ELCO WAS IS 2'. A}) 3/4b SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO ME POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. -1/4"0 -20 SCREWS USED SHILL BE 1 1/2' LONG MINIMUM SHODU3 STUCCO EXIST. MO 1" MINIMUM FOR WAMS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. (0) TO EXISTING CONCRETE BLOCK WAIL: -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDS%. -1/4.0 S.G. TAPCONS AS MANUFACTURED BY RANI BUMEX. -1/4'0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTURED BY FLED CONSTRUCTION PRODUCTS. -1/4'P X 3/4' SOLD SR ANCHORS, AS OISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: III) MINIMUM EMBEDMENT OF TIPTON ANCHORS, S.G. TAPCONS, ELCO PANEUNTE. ELCO WAS. INTO ME CONCRETE BLOCK UNIT SHALL BE 11/A 6.2) -3/4'm SCUD SET ANCHORS SHALL BE CHIEFLY EMBEDDED INTO ME CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. I/4'0-20 SCRI USED SHALL BE 1 I/V DUNG MINIMUM SHOULD STUCCO EXIST AND T MINIMUM FOR WI WITH NO SMCCO. ' III) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE POUND ON ME EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO PEACH THE MAIN SMUCTORE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN 9.1) & B.2) ABOVE. (C) TO EXISTING WOOD FRANE BUILDINGS, SEE SPECIFICATIONS ON SHEETS 111, 13. 1♦ & 15, ANCHORAGE SHALL BE PERFORMED BEYOND ANY HNISH LATERAL AT WALL LIKE BRICK VENEER, STUCCO OR MY OTHER FINISH. (D) ANCHORS SHALL BE INSTALLED FOLLOWING AU. -OF THE RECOMMENDATIONS .0 SPEOFICARONSOF ME ANCHORS MANUFACTURER. 2. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DUALS SHOWN ON SEC➢CNS I MRU 13 (SHEET 4 THRU 6) EXCEPT THAT HEADERS 2, 3, 3A & 4 SHALL NOT BE USED. 6, IT SHALL BE THE RESPONSIBILITY` OF ME CONIMCTOR TO VERIFY THE SOUNDNESS OF THE SIMJCTURE WHERE SHUTTER. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK ON WOOD FRANC BUILDINGS. S. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH ME BUILDING TO PREVENT WIND/RAIN INTRUSION, CAULK AND SEAL SHUTTER TRAAS ALL MOUND FULL LENGTH. 10, (P) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC MD DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PRI Le. WHERE ME SITE CONDITIONS ' DEVIATE FROM THE P.E.D. (0) CONTRACTOR TO BE RESPONSIBLE 'OR ME SELECTION, PURCHASE AND INSDJJATION MC'.JDINO UFE SAFER OF HIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT OEVAM FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFER" AT -MN IS THE CONTRACTOR'S RESPONSIBILITY, (X) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED W MY MEWS. (M) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR .ARQHRECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR ME PROJECT AND WHO WILL BE RESPCVSIBLE FOR THE PROPER USE OF ME P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATES ENGINEER TO ME P.E.O. ENGINEER, SHAA SUBMIT TO THIS LAmi ME SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SELL AND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11. SHUTTER MANUFACTURER'S V92L SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTON 1715.8.3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE. 14. lot -TOTAL WIDTH) 1T000' (Ef cCilvf VODM) I.OJO 1.070' I � '[TNJI9.PeIKABLE �. I r 0.800- (1�'el � 1 RrPI l �- T '<-0.950' ry O� IS -� -� zozp^ L -; zozD' I - FULL PANEL W/ HEMMED EDGES 14.J)5- (TOTAL WIDTH) �1.000' (EF_L70 WIOTHJ i+ml �asD'rtw) I o � o O -a 9.0)0- F- -I 2.020' (-- OPTIONAL FU!L_P_4_NEL W O HEMMED EDGES B 151- (TOTAL MOTH) 6.000`(EF!£C,IVE WIOMJ i � 0'.�.15 APMKYrt[�y Lrypl � 1.070 � T �\-o.zso• N M1 o ? - zozo' (- HALF PANEL W/ HEMMED EDGES Uf STORM PANEL F-d'+-----CONCRETE MICHORS (SEE wa STORM PANEL rud. TYPICAL EL VA71ON NLS r1/4' MOT. GAP • 1/4' MPv. CAR SECTION A -A N r. E. B.425' (MIX MOM) -� 5.000-(EFFESOVE WIOTHf OPTIONAL HALF PANEL W/0 HEMMED EDGES PA = RE)•AWM AT 8O771 ENDS M H 7RACKS ®®mee®©® OR DMEM MOON •V Ivuu ASA KLLN PRLSSYRi Pw6�.(i eAYC( 1IAEM v L (M1) +Ja.a -Jac I3'-0' +JSo, -J5.0 I2'-6' -40.0 12'-4- +45.0. -45.0 19'-0' +Saco, -50.0 rl'-0- +55,0. -55.0 to' -a' +60.0, -60.0 9'-4' 1,70.0, -70.0 9'-a- +90.01 -90.0 +900. -loco 5'_)• +000. -110.0 5'-1' +900. -120.0 a' -a' +90D. -,Jac 4'-0' PANEW R6TARWD AT f.EAEL', m ONE OF TI Rt ENDS (� ®Z& OR ® i wn Asn vcsur PRCSSW 'PAIR: l .J P(a MwrN L pI) +JO,0. -JO.J I.-,. N0.0. -loco n'-J' +45.0, -45.0 ..-a. +50.0. -500 9'-0- +55.0, -55.0 6'_9- +60D, -60A y'_6• 470.0. -70A 6'-5' 4e0.a -80.0 s'-8' +00.0. -90.0 5•_a. "0.0. -r1o0 y_0• +90.01 -ITJO I'_g• i + mom NOV. ASA. OE5109 PRESSURE RAING 8 4AYIUU4 PANEL LENGTH FOR MTfRNA4tY 8EMOVABLE PANELS AS R MOUNONO INSTALUTpHS ON SHEET ) OF ) IS + 50.0. - Sao P'Fl.. W/ BB• MAX. PANEL LENGTH. AIUY. ASD. DDsOR PRESSURE RATING It MtXIN'JM PANEL LENOM MR MWNPNG AS PER ALTERNATNE /N AV )4 ON SH£CT 14A AND 15 OF 17, RCSPEDTIT.0 ARE 500..-60.0 PSA, FOR )B-Mo+. PANEL LRLT'I. ADF N50.0. -500 P.fA. FOR UP TO 108- eMa T- I ew; o v�l a .w•rn L 1 -L —:J.S• pY ©—}.e°.--1� T `h" HFdOER P 'U' BUILD OUT Y� I q _J --. — ".. REVERSED 'F' ANGLE Tpe K a I 1 t F I LARGE KEY HOLE (OPT/ON I) a ra .JrcH �_ ® 'F' TR_ ACK ANGLF [: W., s I �I �•y L T.61' I —z.cr TA OPT/O AL S' may, ' ]' BU/ O our H AD R IQ u',,"- yr fu _ R/torte N /HCI( SNO y.' •mu°rNS. i. y � 9 P _1 AI � ann I n QB STUDDED ANGLE I i lIA ROUND HOLE AT PANEL f1 KEY HOLE AT PAN d 5 .Ter n° din r:• �re.r }.rLB. '� r ens• eraF v'I L � 5, � � Q SNAP PAP 16 SO. AMG1�r K""'/1•�•' DETAIL I: sua % rnfm NM] COMPONENTS 10 MIN/ WALL 1.75 r0.63?'- AN. F WITH cr/]n uv A cSrJ auf� 1 _ Min..OAS /T KEYx HOLE WASHER kI µ—,• z �� © 'F' TRACK 3' MAX. ANGLE BUILD OUT BRACKET :ter,: m-•r '/• AMSeT � n ulrnwlr .a canna+ dNGLE W/TN STUD ,cue N' • , I9 STUDDED PLATE }c elYi• !r• FLORIDA BUILDING CODE (Non Mich Velocity Hurricace 9 Ccvl (SEE WIE .xp:oas rSJ' SEE I (SEE SCN£OUL£) ISFF 5 W CO. .9UirD NCR[t[ CAVCFCrE GVACO RFOWFFA y I' Y.T SVAWrfAV 1C L1A55 g I $� esCCRE SL Ir}•a.c , i RfWeE ! FCOIXREO- IURE LNurrc 4 C6YCRCIE �wEDO ff0. /_,ln SECTION O ANS"OF WALL SECTION MOUNTING INSTALLATION SaN(E . 2 r / CNCFET f D. A9 / ]/6 . yJ}' y 5 [. O. - EDGE Of5I NCE O, WAL &'� WALL FCOUfRFp �/ ;ryA NUI O EKRv SEW O T A C. ii °y d (SFE SCNCOUI£ aN Sfr[EIS 9 tr 10 k 1 rJ - Ift / r.u1• I t: I PoLMw �) \ OP170H If \ SECTION 3A qq o-1 o ' - soG• $$ T � cw,carrE of mvcR / \ \ wN.L L FCIXAFFa "—CET �. \ � CdKRCrr MYxptS/ ' I /i r• um. srvARNTwN ro Luss I 4 i��r1+ xsmu e aSECTION O ANCIOR T OPTION az SECTION 3A ;s•80"- / ]/JT xAL NUr O r/B . ff / IT A C. L wWL N U O Ll SIUO / rouxm ro-R-1 0R macw wuL 1 �, see• FE CO. n., e .w iE (JfCFS/ .. g— '(f (M[vrovm„a) 'If McN SECTION O STUO TYP. TOP/BOTTOM O OUT INSTALLATI WALL MOUNTING INSTALLATION BUlLON / -7H .FwiH :ro uo SECTION 4 9 cove NOTE FOR COYB'IUOON Or SECA0,S : .SECTION S pn Nro MUPRNfWE CQ•RN S SC4r : 1/2• - I' SECTION 0 STUD wNLL NOUNnNG SECTIONS CAN Be ,rI,-' i«�1 = 1 l�9 WALL MOUNT/NG INSTALLATIONY rouelNEn IN MY war To SUIT ANY INSruunoN, rPy4y', ........I ^, _s FLORIDA BUILDING CODE (Nan High Velaally Hurricane Zane) �� +\G�AaF exn rnrsro, wc. 0.050" BERTHA ALUMINUH STORM PANEL u.du/R.rp.a. SECTION 1 SCALE: "'r•"' - a (Z,00" DEEP) cR.ux ee ` ,,NO.-4»167,': 'arrr x0I •ORIEL W srcnan O sry0 veuo uSo C. wuL uouNTue wsruurmN - srenae r pen) - `.'%( '' 1L E C O EASTERN METAL SUPPLY, INC Ya iB'DF 1 1Ma. .me rcn Roves x..r 9 ` C LGw,, TLUT TESTING Y ENGINEERING COUPr n• �..o,,,,, "N wrsr MIY eGax, R`11.ar Rwax[: (Ser)roe-ezez rw^[sei)e.1-I>Ia �: i-iOr .(OFl1... . Ea-'aadsird u`een°`�'-TINT,,, s ay.ms lw `SS/n,vAEc'.,rrr' COVCRCIC av:NORS \I OVIION Al as SD�p SECTION SA l� (SCE SCxEWLC) \ Vq/RCO LWFRVI T —I' muam �m CEILING &• FLOOR A/OUNTJNG SOLID Sn OR aco ". P.wnu.rC OR sc. rwtDNs p O oR a W/1/!1-2a SNfM W W11 OR e 1RU551Iri. 0., ... ¢r£ SIWWIE DI SG.CtwJ -1 PoI E CC nr CoRcR SLCCN WI4 1 �U A �I•Y.n $EPMAIM4 iD cuss _ � PoRO / Y <L/AMiC PPCdICRFIE RLCGY Y:LLL / RfpVIRCO i / iNb SFP OR flCO maa P4/F(WR W S.L. IMLOM S ©GF �1/fl1-]0 SM1XN'.U' 90LI CR O / ., ®OR ®W/OW/1/fl•I-xo IRUSSMW RO(I . s 'SCC 5[MmUIC FOR SRflCP'L) nIOCCT WAl l I/n11MT1Vr IMCTAI I ATIMI /n )d 1 p*. sESRR.nW — IQ INSTALLATION — SECTION B INSTALLATION — SECTION 7 — SECTION 8 Sau: yr. r D cuss z/9• ..I/1z' suLE : 1/x' . 1• (Y£RY $NO 9 O 1]•O L CUR r i I• / �1�:%✓ REWIRED C 0. IDLC CISiMCC ISCL SLMOUIC oN (II�VIL�n•'1 _ f fl LL <ONCRC2 4ICN0.9$ C 0 �� $NECS 9 t 10 G II) ,1�1`S1P.:.yGl1'��IC '., (5(F $GCOIIIE) No 44167 NOIC Fdt DCIIB.T/ Cr SCCM)f5 . _�__ •Il' E�' �. ,_ BUILD —OUT & FLOOR MOUNTING w.LE/aooR/Leawc uwmlwc srcnars.n+. eE 1. -a-L ,-STl1TU .' INSTALLATION — SECTION $ COUBINED IW RNY war Fa smI u.r RISI.(updv 9U`'..'iE1p,H`bp; = �IONAL scuE : In• • r CONCRETE ANCHORS SOLID SET OR ELCO male PANELMAE OR S.C. TAPCONS (SCE SCHEDULE)\ E. D. \7 A A OR 1® W/1/4"0-20 SIDEWALK BOLL OR ® POURED � /—J/B'm x J132' CONCRETE ® OR 12 W% IJ W/I/4"0-20 TRUSBnEfO BOLT + + • WING NUTS 0 12" O.C. REQUIRED EO. EO. (SEE SCHEDULE FOR SPACING) / AT S.C.TAPCONS OR . lAPCONS��� L:_vec- I I I I I I I I I I I. I I I I I 4 REQUIRED+ E D. EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10 I I I W I I I I W i' Mn. SEPARATION4i I P" NOTE FOR COMBINATION OF SEC110NS o TO CLASS T N 1' Mo. SEPARATION w WALL FLOOR/CMOUNTING SECTIONS CAN BE 70 GLASS i i N I I � COMBINED IN ANYNY W WAY TO SUIT ANY INSTALLATION. I I I I I I I V i i SIDE WALK BOLTS ARE VEND 2 W HEAD MACHINE SCREW V END H l/B" m r 3/J2' AS PER NOTES A.2 & 8.2 (SHEET 1) WING NUT ®+ + I w EVERY STUD ` c TRUSS HEAD BOLLS ARE i/YPx1/B"THICK ENGTH l/B' 0 x J/J2" d ® I2" O' C' III AS PER ANOTES A.2 & B.CHINE SCREW W/2L(SHEET I) WING NUT 6� EVERY STUD I & 12' 0. C. I 11 r 1 Dem. jI ALTERNATE LEG POURED o / LOCH CONCRETOR E BLOCKONWAtE REQUIREDPOURED CONCRETE r w i i `CONCRETEEDGE I• / REQUIRED / _- 5LAB IFE CONCRETE ANCHORS J (SEE SCHEDULE) / --7 CONCRETE ANCHORS l / APPLICABLE (SEE SCHEDULE) I ° coot CEILING & FLOOR MOUNTING INSTALLATION i ECT'11 ,14 �1 SGLE�r'� "CCJI�'� FLORIDA BUILDING CODE (Nan High Velodly H4rri4one Zone) WALL MOUNTING INSTALLATION r' F'". m ou lax% 0.050'• BERTHA ALUMINUM STORM PANEL ac•n/P.n/ 4. No..44167 (2.00'• DEEP) w en SECTION 9 B * �' * - . ,x : EASTERN METAL SUPPLY[ INC ww 11 o IL ECOIne. -/ •S,IA'c nC ilttn LE411N4 4 M HfLNIN4 CO4PYIY r'rSru.,W BGLW, 1'L. N mP SCALE : 1/1" = 1' 9C'••, F +' <� I. lee rm (fnlea-nrE 11 -21I , rmi. liivrfB �Nb06)191zib a"i1°1N e.r mwracw "-SS7ilypl EQ� Ir'I •. "`LLwuei lu 'ra:'iei'E "''4' F n tncn a ar n � txlsrWv I I/�- NW. ]' J I/}' BRiGX VE[NCP EYI$IINO P(KIMrI/M/ ro wx� AV p- J L 'N r BLOC' P�CP-rx r/]'J]' 10 CONCflc C - -1 - / 1 r/r- ncp m1 ExrsnAc RO. LOM-RCrt' PµLiLUlf IYAS INLXOR$ OR I/A" I s— AHGIE LINICL I/A•I.B' CLCO male VILLA 3 G4 [O.0 R &OLx )RPLON$ G I/A' 4T MPLK.,BI( OR FCC 'µ..lF w µG03 LR 1 A d WJLL FF RICO, L / •e $)[[t AASLE tWIEi PM'ELWIF$ (YE sc—IC (CP yaC'NL) REOWRCO IIPLfA45 OR I/ ' I (LCO NALC A$ MPLKPBI£ y WP(G I PINCIY4IC$ ($C( $LNEN RE fOR SPALWLf. I j OPTION /1 .SECTION 1 fA OPTION •z SECTION 11A /'-6R41 SILL SS1112OOLIS % J/B'Av 3 ' E. a - Fac pISIANLc (sa scn(pNtf TIN Pg 10MO )O CN2REI2 OLO-n^' /J/ F+SH G AT I s/OE WA(l( BOCIS A / (NG /J]YNCN I H/! IN 6 ]' IO LON[PRF RPPLIGBIC WT MR COMBRNPON OC $CCTUNS : NGO MtCNINE $CREM A$ P(R NOIEt A] t A (sHEF) IJ ! WALL/ftOCP/LEILINc NWhnhO SEC TION$ GN BE HRJSE 'FAO BLLK aRF 1/)"Irl/BYHKR CONE/IFO IN AW WAY !O SUIT ANY WSrµIq NpN EAO NIcl r XR-+ W/LCNGIN L / C AS P£R NORS A] tr Al (SHEET I) l Nev I I I 1 / O _1 _sRlcRw`�1:T✓1- ,\ room axcRrrr I/A nu. La Ltro m.ro FLORIDA BUILDING CODE Non High VOlcall c NorrilOe Zane N0. Oa cavcaP Omcx \ PANrr roAs ANcrroRs as r h$167 _ WUL RCJmRFn /A• ° n mnca, wL 0.050' BERTHA ALUMINUM STORM PANEL IAIX'ONS 0.Y 1/A' I CLGO LL4E 0 0 P L1aY IE5 (SCE $CNIOUt('OR $PAC) 'A'•:: _i: .(�,'IR1',t� "te r * (2.00" DEEP) x:PAxn BY BU/LO OUT INSTALLATION '_�O';.,(/'' 4;:'';,d',: EASTERN METAL SUPPLY[ INC um �oRr?. IL ECOEwc. A] ppE M SECTION 11 Oi!ALF-ClVll,d' nwr rnnxc E mcwLCPixc couPAxr Pl,ar, �e pio9Teieicliul'.ner ea-Irle /1-221 /nll.l MROR'-00�6)191NN1,-Sll CPA.A Ne .'hR M r!WJ ilOxIle. vA1eJ SXLfl MWI) ACWCENr WITRiORLY ARNCENr PANEL RryOVAELC r—PMC- SIQPu PANEL 1/d• May. G<P\ Max. CA.ter- - SECTION B-B SCALE : 1 112' . I- 8 (GOTT) .. .WNCEM PANEL 510EWAU: BOCK. W/ )/B' X J/J1' iNyIFR:ORCY INAC NU!$ IT RENOVAPLE OKR(M SIORN PANEL Y I i I Jj _ r. _.�.+ ADAM, �) yPANEL V B (BOTT) �12A, 128 -►a (607) INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION COA'CRCIE ANCHORS A 16" O.C. I{ ` I POVBEO 'CONCRCCE W REOlRRCO� 7\-\ L\ 1 d'-ilo l S.S. OE'NA * BOLLS. J N9NG NUTS AT � _ I _ I T0 GL �1'uGL I Po REO // // CONCRPC �/ CR CONCRETE BLOCK — — RE AEO I TAPCO s 0.'C. IV/ 1 14- MO. THREADED .T. ]0 EXISIAO WOOD R JR B.G :APCCNs_ I ![y ANCHOR$ AT PMnCEN1 W 0 $!UO O 2 0. C. D I 1/d- a PMEUAAr[s 0R S.G. TAPCONS W/ E• N/N. PENEfiGWl Ar MIOINOM R 0 c a OP PU]p0 B'OC O /NACE'Ir PANpS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SG E ` In- - 1- _SECTION 12B ",a: A'. 1 • _INTERIORLY REMOVABLE STORM PANEL MAX. A.SO DESIGN PRESSURE RAZING = +50.0. SECTIONS —50.0 p.s./. FLORIDA BUILDING CODE i LL Ulliyk & ELM? MOUN INSTALLATION — rTION I ; L 0. � EOCf MS,aR[ SM•LRS 910 4 °11f N°,E MR COMelNgrlON w SECT/ONS WAUInOOR/CERMB UOUNVNC SECWRS CAN BE CONBNEO IN ANY WAY TO SUIT ANY WB)NUrIMI. r LUI CaNCI ➢°I/RED CdKRErc OR GLIeCRE2 BLOCK wa:L RCWWLD µn. �CNKRE2 uKlpRs DI]'0.L [m°L-"v.°MOL)-te ]uo. CASE A (Plan) suLc• r/.• = r OONLM,E AKA ,' ° ]• ° .035' tO RVER.W2 L(G LOCIrgN ]' v 3' v 03' C., ^ .WO' LOl-,,T EN(Fr uUI4 Nun. B(Nr Purc :As MIS BOLT I'r.'v.0]]' O ]1'0. L. JI°5-^IA OR 6061- II ALLOv W,ZAT CInl AfOOX CASE B (Plan) CASE £ (Plan) SCALE; 1/4' a I- SCALE. 1/4° - I - END CLOSURES DEML . CASE C ( Lan) SCALE • i/R° • 1' r. Y V .mS ]Im "-1, OR '.I-rB ALLOY Cwl..U— ANOLE� MM ANCI A*S 0 12• 0. C. d CASE D (Plan)' SCALE: I/R- I ° FLORIDA Po CC CONCR(rf OR CRME(IXY Hutrimre il S i 10 31V1S '•:o- `: L9M'ON SN3...,..:.1 .c L]s Bnw .r su Trm;,we w 3(vFoxie fss vo avw]vJ NJJUYI J rds mx].W ]eu vanv. ,01 NYNI pLtlOxe YO tYnw SHI•A/]l 513M'd ffiI ]NQ]MJr M1O xMWS rY 9,21 ]sll OM .0 - .Ol NMI AJGYI'1 SW?VT 13Wd Y0) JJ,p ]sll (xaYae) it .6 .b .6 W. (mU of vM Y/A' V. r/x •M .4( (i r/x .6 (.19 J 6 .(/N w ..B-.n (eoU r Nr rM M .0 r/x v/x r/n sm ,0 v (npYOB) p M YM � .i( Y/N Y/x Y/A' 001- b41• (wU 9 r/e r/x r/N .e r/n rM .N11 A (n0Y0GJ G /Y rM %N .rl %N .LI YM YM W. fwJ i rM .n r/x .z� r/ry ,u Y/ry ,u r/n �.mr•n w .Mbsn a tuwm w fnn wvn COMT38WJ m' .r n' .c u eras sw ]�muxra ao Trmvma •xwni 'vs (avmmvl xsan n � mur aulm ]e !oX � vw ir] G.vsntv.:nuo"amres mxw °�i+ ss®woe ]e ar:w 3ommsw ss� C� 9 lMINWI ITtnOr Mpf U ] F 3/W) SYOIJY/ ynxwfrU N/ A9 ]Vq]NX xJ Nxd6 YJr FMVI(VF..I9 y:/JYaG YWJM ]MGBtl :41 f MM SrT tl 3 by/ 7SYlsq ]tN.r/I ! tlW OM.1 ]n SM'MJS d'PV}n F.Vna1T•• (.rouwl C, rM r/x V^.v rM .9 rM .9 rM (eoU fi rM .v .p rM (.vU ru M .e ✓M .a rM .a � M rM (xm/w) Bl rM rM r/x .9 •/n .v •M .v r .e .n .n .uvM IA L v/x YM rM ,ri vM .0 vM .b r/x .11 Rem,w, Mv MM .0 qx ,u v/N •Mv v/X Y/A' .LI YM .1/ M .Cl /vr/xrM r .n st ,ll .11 .ti .11 .11 .11 J, .B ,B .1 .6 .b (,NI(w) L 1 r 'A.n W. ,u YM r/x l uceJ ( .a .tt boU i m r/x .11 rMAw rNJw.t x/�( xx m �'G"x. m.u� .warMwa >uYrw I(,.n...m r • b �T MAXI UM A D DESIGN MCDVG SCHEDULE FOR m «ram u• W I}•N --VA 12 12- P F INSFALLA770AW IRF P4ZZYf, (p s,_f,) AND OBEME01imno VAX n A,V/' M R CONCRETE AND CONCRETE R .00.X Sra CT W ANCNBR] L(LEND �= vp,:'\,\C E+k;:F'•. ^r = r"� �'� ervll norm, .aE FLORIDA BUILDING CODE (Non High Velocity Hurricarie Zone) 0.050" BERTHA ALUMINUM STORM PANEL N'•` fT1hP�F� c 9 F �`N o c� ••...... ' \ "SAS/Q n1A1. \iA pL'L TILLIr TEEiIN4 ° CNEINCEXINa CENP>HY ♦ •=a.r may a nor ..x.';n,,nier I TILL" �'°'"".'v �ieLRG+ Lu.l +16] C. (200" DEEP) EASTERN METAL SUPPLY, INC .zee Ins' — aelz WCSr PµN BGbA R: J].0) Pnaxc' fsegxv-azeJ, Fp: (Sageu-n,a xv er. ] 1-22I a•.wwc ue rFT IE Ef �rLla'J� rou/ roN/. roW+ v' rr rr u' u' u• I reoaDNJ ra• rU rp / n' N/. u• x% } l2P1nco u• r a• xi W W N' W u' xP x/' x% a (mPJ "/' x/ a flermu) e�I• W, u� xn rr / Iv. xr. trrw) Lm W WA •• Ntl� av MCMM SePA� .W(IVL Ml6 SeK.IIW FyONN µ SCnCaN(( BY Iw[ !M(Om!LI fK'iwi (MJIC urt FD 2R SC(IJS[I �aF ppI apLRAllµ M BC Po6516LC. FfOLC[a So LYNG ab/IJIf.D YSINL f+E10R SNLL[ g16L CF] IttW YMMNY 6PpCPG NOG IEO Ca9 UCN A4L4LN ryPC RI A/16pp5 L[a(NA GCMR IA4'µ (RE6UCW) Sk IAR'Ox. 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(5[F Sp(OvtC) SECTION N 0 ANC u• Wow NUT e 1 Ace..) gg� —�5 cAm 1 � =Erne 8 ALTERNATIVE 4 I r/r' . rArcws 1 NaR roR cauaeurroN ar s(cmNs , 4 I w/ r r/r ua, JNRUDm . tlDTE: sxw uP rL - W.W. YCIINRNC 5£C)ICINS UN BE // oENLMarWN r SCH= REl44v C{pSCG Ai r�N Illl,lr{^ ////afUJL r5(M£CYIE) NURRILN:E L TONWrIM15. NILOING CODE (Nan High Velocity Hurricane Zone) LOMd/ATD !N ANI WAY i0 SNT INY INCUWlION. NOTES 1� e�G'E4;+S eAnu nrsee, ue. 0.050" BERTHA ALUMINUM STORM PANEL f,V _ (2.00" DEEP) oiu.r e» r. INSL{UNQIS ARE 0.vV Y 11 111 YwX: IS.0 c",S, PR(SSIIRf RA, j IJO. 44 67 U/Or/II AND FAN({ {(NCTNS AS PER SCHEWLCS ON SHEET 2 EASTERN METAL SUPPLY, INC am �;. ._, IL ECOINc.42M WEST dpSP T. sfC ANCNDR SCnEDufE ON sNC(rs ffi tr ri - TILUT TESTING i ENGI.CENIxa ---I Ksr r' n nroJ !. FLR NEW NOW rRAM( LPVSIFI/CIIeK NoVe MENRFRS 10 al $DUWRN� C ,••eU..T..nQ....1.D..F•''�:C;�SC- �,, WAAlNaliG.-6. `A1Aa9N L wn-u(511).1v-8[ 2"mF.AnI PTI1m1An1+-is1111 w Nt 1-221 ei ]i :FlL a., r .Wu�-1 mx mDRA.. 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(NO FINISH 1 MIN. � _ALGOWEO) THREADED PENETRATION 0 MIDWIDTH OF PLATE. -- (SEE SCHEDULE) i/a" . WGIONS ALTERNATIVE 9 ALTERNATIVE 10 ( REAOED2PENETRA TION S61LE : 1/2" - I • ( SCHEDULE) SCALE - 1/2" SE 1" INSTALLATION DETAILS ON EXISTING WOOD BADlNGS I" r .' v 1/6" M'n. (6063-T6) Alum. TUBE W/ (3)5116"0v 4- LAG SCREWS TO EACH JOIST. LOCATE SCREW AT MIOWDTH OF EXISTING P40D MEMBER (2" ML. NOMINAL WIDTH) W/ 2- Min. THREADED PENETRATION. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 1. SEE ANCHOR SCHEDULE ON SHEET 15 & 17. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COMBINATION OF SECTIONS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE - COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. d c_Gic r STATE OF .poll MRYa. M. 0.U50 dERTMA ALUMINUM SIUHM YAPLL 0.e/C/,X, (2.00. DEEP) x+J en L EE C O I,. 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RIN FXl$PNC Nin I/]• P(t1vN0 LEXI$,INC I/fe a R• £(CO mob PµA., R000 ") W/ £/SIEN110 BRKv 51(L I/f L-:0 ]/f NA$ ANCHOR$ OR I/9.0 iAIC'ON TO SNDE AS PEP (S££ SCNraX.E) IO EXIS a PLYNMa SCCRCN no, OF ME 55. BOGS IV/ )/BS I S. S ALaNDA BULBINL COOS .µL NUI B It' 0. C. ALTERNATIVE I1 BUILD -OUT INSTALLATION SCALE : r/r . I• VALID FOR MAN. AGO DESIGN PRESSURE RATING +50.0, -60.0 p.S./. FOR UP TO 76" PANELS LENGTHS, AND FOR +50.0, -50.0 P.S.L, FOR PANEL LENGTHS GREATER THAN 78" UP TO IDS" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA v uy i i%r'v� !M!M[0 P(xI/A1lipV (SEF $dCdU(Lf ALTERNATIVE IJ NOTES'. I. INSTALlADONS ARE ONLY VAUO FOR VAX. AS.D. DESIGN PRESSURE RAIING AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 I. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. J. FOR NEW WOOD FRANC CONSTRUCRCN' WOOD MEMBERS TO BE SOUTHERN PINE No. $ W/ SPECIFIC DENSITY OF D.55 OR EOOAL, O ALTERNATIVE If SGLE: "" . 1' VALID FOR MA.Y. A.S.O. DESIGN PRESSURE RATING +50.0, —60.0 p.s./. FOR UP TO 78' PANELS LENGTHS. AND FOR +50.0. —50.0 p.s.C, FOR PANEL LENGTHS GREATER THAN 78" UP TO 108" '.\CE...... 441B7 Z FLORIDA- BUILDING CODE E .�5111� / I l:_ '_: YL : U� � • :_ ' � U� a .QLdl.. :_ ➢; a nic. A.vuc m b Mfu M IY W /A I (TOG) IJ• WA VA I (.M.) I]• NI N/ ] ((OP) 9' WA NA ] (eOBW) 9• NA WA .N (W) 9• N% NIA ] (BORW) 1]' WA NA 1 ((OP) 12• NIA NI I (BORCY) 9 WA II sA (rOPJ 9' N% NIA 3 (BOT(GQ B• N% NIA a (BORWJ A10 OR 10.0 B I/]' NIA NA ) (80R ) B'-p' 'ESS ,y/A W Ip D (MP) L(55 WA IIm lI' B ("O, ) WA n• 12' 9 (W) 12 NrA NA 9 (mR ) 6' WA I IO (BORON) 9• NA 9' 1A (TOP) I• N/A II (So.) 6' WA NA IJ (W) 6' NIA NIA I] WB ) A' r IA (on") AIJ AGw FAsrtvm NxrAar r9 ANvr�� ruY ut'0�) ';� sO rAaa' ""OA"m My 12' N% N/A 1 nOP) 12' II/I N/A 1 (WnW) 19' 10 NIA ] (rOP) p' NI WA ] (BOI ) 9' WA WA N UO ) H' NIA NI J (BOTTOM) 12' NI N% A (/OP) 12' /A WA I (BORW) 9' 11IA NIA SA (W) WA WA 3 (90R0.) 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OESILN PRESSURC RA/AG N9[H IH' .al. PANES IEM1YMS 09 FOR W M Y30.0. -30.0 P.➢.I. VAX, AS.& OCSIGN PRESSURF MPNC W 96•Vov. PANEL LENE[HS. CODE A�,wl� ^%Gay nsmaa AmrAu r6 p•xulu wew a •. uKm i'(nJ INYMS q eW II W II 1 (IOP) II" II N% 1 (eORON) ll" N/A N/P y (IOPJ ] (W.) a• N/A N/ H neP) 9• N/A N/ J (WmN) II• N/A II I (ryp) W I (BO ROY) NIA J !H' NIA N/ a (-=I) ♦6C 0. -60.0 W A, J 1/]" N/A Nx l (eOm.) 9=0" ....a -A.O H/ I]" L" a (1OP1 OR SEss NI /}' 0' B (BO mNJ IIA (WmN) NI 10 ""1) 9' W y m Om) N/A W N/A 11 (BO RONf 6" NIA N% IJ (NP) J 'IV N/A I IJ (BORON) N/A W N/A N (6onoI) c elr' ri :PI hfr "rr1 ;„I I_ly _ v<" wtl) AA• gs 11r„roN u..lw P.wn 1' MJ _ 6.0 P• M I]'S NI IAN l (IOpf u" I I]' I✓A N/A ] ROP) 13' W N/A ] (BOmY) 12- N/A W JA OON 12" AIA I J (e0n0Y) 12" NI W I (TOP) I]" NIA N/A I (6011oW 1]' N/A NIA Y OOPJ N/A N/A NIA 6 (-my) I NIA N/A l (90m4) 1-0' 10 -.0 W v' • e . e nOP) • W r0 r-6" W u• • 6" . 6 (WrzoN) N/A W 6. R ew) 1]" NI II 9 NOIA." 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FLORIDA BUILDING CODE (Non High Velocily Hurricane 0050- BERTHA ALUNINUTA STORM PANEL u (2.00" OEEP). 7p, ,I.ECA EASTERN ]METALLSSUPPPLY, INC,a , -.cSSI.gM1)Al. �rVx'�pl` nwr rzsnxa N cxmxapixo cawrNxr xrsr evN u cv, n. vmp .„I ws.r.wsp m. ml. we•u euowvn uul P.nNE: (ser)Ja-e]ez rAn rye,)eu_nu 17 'L 'I i[ p -1 rlo,id- ;FF.artment�. Professign``al BCIS Home Login User Registration Hot Topics Submit Schcharge UProduct SER: Public Use, i 6..� Regulation :>:. 11 Product Approval Menu >Product or Application Search> Application List Search Criteria Scale &Facts Publications - FBC Staff BCIS Site Map Links Search Reline Search Code Version 2010 FL# 12769 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications Type Manufacturer Validated By Status FL12769-R2 Revision JELD-WEN Category: Exterior Doors National Accreditation & Management Institute, Approved History Subcategory: Swinging Exterior Door (804) 684-5124 Assemblies 'Approved by UBPR. Approvals by DBPR shall be reviewed and ratified by the POO and/or the Commission if necessary. Contact Us:: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 Stale of Floritla.:: Privacy Statement :: Accessibility Statemen :: Refund Statement Under Florida law, email addresses are public records, If you do not want your a -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. 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Product Approval Accepts: 9199 i 0 mx:urip•au, name;c1�> Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/27/2013 Date Validated 10/09/2013 Date Pending FBC Approval Date Approved 10/1612013 Summary of Products FL # Model, Number or Name Description 11206.1 Series 10120 High Performance Vinyl High Performance Single Hung Window (42" x 72") Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1046.00.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/07/2017 Design Pressure:+50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FLl 1206 R8 II Drawing 1572.pdf ASTM El 300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.2 Series 10/20 High Performance Vinyl High Performance Single Hung Twin Composite (72" x Single Hung 65-1/2") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.40.odf Approved for use outside HVHZ: Yes FL11206 R8 C CAC 411-H-1043.46.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 11/17/2017 Other: Configurations of glass shall conform to the current Installation Instructions ASTM El 300 standard. FL11206 R8 II Drawing 1572.ndf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes i Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.3 Series 10/20 Single Hung Vinyl Single Hung Triple Composite (108" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.31.pdf Approved for use outside HVHZ: Yes FL11206 R8 C CAC 411-H-1043.63.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 03/31/2018 Other: Configurations of glass shall conform to the current Installation Instructions ASTM El 300 standard. FL11206 R8 II Drawing 1572.pdf Verified By: Warren W. Schaefer, P.E. 44135 ' Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.odf Created by Independent Third Party: Yes 11206.4 Series 10/20 Single Hung -Vinyl Single Hung Triple Composite (108" x 53.5') Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.55.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/19/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawino 1572.odf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawino 1572.odf Created by Independent Third Party: Yes 11206.5 Series 10/20 Single Hung Vinyl Fixed Over Single Hung Composite (30" x 76") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.34.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/10/2017 Design Pressure:+35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawino 1572.pdf ASTM El 300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.6 Series 10/20 Single Hung Vinyl Fixed Over Single Hung Composite (46" x 76") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-1-1-1043.28.01 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date ' Impact Resistant: No 11/11/2017 Design Pressure:+30/-30 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawino 1572.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawino 1572.pdf Created by Independent Third Party: Yes 11206.7 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/04/2017 Design Pressure:+35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 It Drawino 1572.pd( ASTM El 300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawino 1572.pdf Created by Independent Third Party: Yes 11206.8 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 59-1/2") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-1-1-1043.08.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/04/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FLi 1206 R8 II Drawing 1572.cdf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawino 1572.pdf Created by Independent Third Party: Yes 11206.9 Series 10/20 Single Hung Vinyl Single Hung Window (36" x 59-1/2") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.16.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/03/2017 Design Pressure:+35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawing 1572.odf ASTM El 300 standard. Verified By: Warren. W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes I Evaluation Reports FL11206 R8 AE Drawina 1572.odf Created by Independent Third Party: Yes 11206.10 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 84") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.20.pdf Approved for use outside HVHZ: Yes FL11206 R8 C CAC 411-H-1043.24.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 08/07/2017 Other: Configurations of glass shall conform to the current Installation Instructions ASTM El 300 standard. FL11206 R8 II Drawino 1572.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.11 Series 10/20 Single Hung Vinyl Single Hung Window (36" x 72") Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11206 R8 C CAC 411-H-1043.12.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/03/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawing 1572.pdf ASTM El 300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.12 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (72" x 53.5') Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11206 R8 C CAC 411-H-1043.43.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/17/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawing 1572.pdf ASTM El 300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.13 Series 10120 Single Hung Vinyl Single Hung Twin Composite (96" x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.57.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/19/2017 Design Pressure:+35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawino 1572.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.odf Created by Independent Third Party: Yes 11206.14 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (96" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.49.pdf Approved for use outside HVHZ: Yes FL11206 R8 C CAC 411-H-1043.60.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 11/18/2017 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R8 It Drawino 1572.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.15 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (72 x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.3TCdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/17/2017 Design Pressure:+35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawing 1572.odf ASTM El 300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.16 Series 10/20 Single Hung Vinyl Fixed With Single Hung Flankers (108" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC CCL for Pella 411-H-950-02.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 10/03/2015 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawine 1572.0 ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes eaek Next Contact Us:: 4940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/sEO employer. Copvriaht 2007-2013 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. It you have any questions, please contact 850,487.1395.'Purcumet 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 here . product Approval Accepts: ¢Clad -a®a sgcYtritcmerpu� IF 11 en c { D 3 il Jtr 4�1 Florida Deoartmi BOIS Home ; Log In I User Registration I Hot Topics Submit Surcharge State; 8 Facts 1, Publications ' FRIG Stag BOIS Site Map ; Links Search Professi n�al ApprovalUser USER: PublProduct ic a Regulation Product Approval Menu > Product or Application Search > Application List> Application Detail LL-t FL # FL11206-R8 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 it necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method u Pella Corporation 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pella.com TROY FARR tbfarr@pella.com TROY FARR 18600 NE WILKES ROAD PORTLAND, OR 97230 (503) 405-9176 tbfarr@pella.com TROY FARR 18600 NE WILKES ROAD PORTLAND, OR 97230 (503) 405-9176 tbfarr@pella.com Windows Single Hung Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By James L. Buckner, P.E. at CBUCK Engineering 21 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 101/I.S.2-97 1997 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/27/2013 Date Validated 10/09/2013 Date Pending FBC Approval Date Approved 10/16/2013 Summary of Products FL # Model, Number or Name Description 11206.1 Series 10/20 High Performance Vinyl High Performance Single Hung Window (42" x 72") Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1046.00.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/07/2017 Design Pressure:+50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawing 1572.pdf ASTM El 300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.2 Series 10/20 High Performance Vinyl High Performance Single Hung Twin Composite (72" x Single Hung 65-1/2") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.40.ndf Approved for use outside HVHZ: Yes FL11206 R8 C CAC 411-H-1043.46.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 11 /17/2017 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R8 II Drawing 1572.0 Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawino 1572.0f Created by Independent Third Party: Yes 11206.3 Series Single Hung Vinyl Single Hung Triple Composite (108" x 72") __ __._._.. -10/20 _.....--- ..._._--- __._.........-...___..- Limits of Use ............__ ._ _._.— Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.31.0f Approved for use outside HVHZ: Yes FL11206 R8 C CAC 411-H-1043.63.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 03/31/2018 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R8 II Drawing 1572.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawino 1572.0f Created by Independent Third Party: Yes 11206.4 Series 10/20 Single Hung Vinyl Single Hung Triple Composite (108" x 53.5') Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.55.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/19/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawina 1572.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawino 1572.odf Created by Independent Third Party: Yes 11206.5 Series 10/20 Single Hung Vinyl Fixed Over Single Hung Composite (30" x 76") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.34.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/10/2017 Design Pressure:+35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FLI 1206 R8 II Drawing 1572.pdf ASTM El 300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.6 Series 10/20 Single Hung Vinyl Fixed Over Single Hung Composite (46" x 76") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.28.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/11/2017 Design Pressure:+30/-30 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawing 1572.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL71206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.7 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411 -H-1 043.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/0412017 Design Pressure:+35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FLl 1206 R8 II Drawing 1572.pdf ASTM El 300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL71206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.8 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 59-1/2") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.08.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/04/2017 Design Pressure:+35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawina 1572.pd( ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.10 Created by Independent Third Party: Yes 11206.9 Series 10/20 Single Hung Vinyl Single Hung Window (36" x 59-1/2") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.16.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/03/2017 Design Pressure:+35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawing 1572.odf ASTM El 300 standard. Verified By: Warren. W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawina 1572.odf Created by Independent Third Party: Yes 11206.10 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 84")' Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.20.pdr Approved for use outside HVHZ: Yes FL11206 R8 C CAC 411-H-1043.24.1)df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 08/07/2017 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R8 II Drawina 1572.odt Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.11 Series 10/20 Single Hung Vinyl Single Hung Window (36" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.12.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/03/2017 Design Pressure:+35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawing 1572.pdf ASTM El 300 standard. Verified. By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.12 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (72" x 53.5') Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.43.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/17/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL71206 R8 II Drawing 1572.pdf ASTM El 300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL71206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206 13 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (96" x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.57.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/19/2017 Design Pressure:+35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawing 1572.odf ASTM El 300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.14 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (96" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R8 C CAC 411-H-1043.49.pdf Approved for use outside HVHZ: Yes FL11206 R8 C CAC 411-H-1043.60.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure:+30/-30 11/18/2017 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R8 II Drawing 1572.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.15 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (72 x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No - FL11206 R8 C CAC 411-H-1043.37.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/17/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawing 1572.odf ASTM El 300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.16 Series 10/20 Single Hung Vinyl Fixed With Single Hung Flankers (108" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL.11206 R8 C CAC CCL for Pella 411-H-950-02.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 10/03/2015 Design Pressure:+30/-30 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R8 II Drawing 1572.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R8 AE Drawing 1572.pdf Created by Independent Third Party: Yes Beck Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAIEEO employer. Couvrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a-mait 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 850.4B7.1395. *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 small 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 stick here . Product Approval Accepts: `.i �A e EM .tt`4llrlb 1a11111A1 nv �,c1 1-lll�,a lc 111 l..VlI1Vl Ill allLG allU LIl,G I1JG t\�<i LJ ® rvvw+4'riq.a�uxv.a n�aw�ry wry �Ila Corporation MfrID: 411 W D M A )2 Main Street For more information visit www.amscert.com :Ila, IA 50219 Website: TEL: (641) 621-1000 oduct No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 1-H-1046.00 10/20 Series High Performance Single Hung 101/l.&2/A440-08 Class R-PG50; Size Tested 1067mm 1829mm PEL008-07-30- 10/19/2009 8/7/2017 1067x1829mm (42x72in)-H 07450.9 DMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating By., �tr 1��� John McFee, Certtfcarion Mgr, WDMA Hallmark mufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have :en manufactured in accordance with the standards. It is further certified that the plant(s), facilities, Program Sponsor: Program Administrator: iality control procedures, methods, and processes of Licensee have been inspected by WDMA, and Window and Door Manufacturers Assoc Administrative Management Services, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730, 100 West Main e subject to regular follow-up inspection and test. It is further certified that samples of the product Chicago, IL 60611 Sackets Harbor, NY 13685 t forth above were tested and found to comply with the standards. TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com taiiivai n\!y Liiiv_aLu vt %.utttvi iiiauii- iii; aitu Liw,uu3c �.. _ crv+:vvrn4..vncnp nQJ4'w•. r.4nv Aa Corporation )2 Main Street Aa, IA 50219 Mfr ID: 411 For more information visit www.amscert.com Website: TEL: (641) 621-1000 'oduct No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 1-H-1046.00 10/20 Series High Performance Single Hung 101/I.S.2/A440-08 Class R-PG50; Size Tested 1067mm 1829mm PEL008-07-30- 10/19/2009 8/7/2017 1067x1829mm (42x72in)-H 07450.9 DMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating anufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have en manufactured in accordance with the standards. It is further certified that the plant(s), facilities, ality control procedures, methods, and processes of Licensee have been inspected by WDMA, and e subject to regular follow-up inspection and test. It is further certified that samples of the product t forth above were tested and found to comply with the standards. By; J)fi,-r John McFee Cerrifcation Mgr, WDMA Hallmark Program Sponsor: Program Administrator: Window and Door Manufacturers Assoc Administrative Management Services, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730, 100 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com 1. ALL FASTENERS BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE __ _. 'iN _.. _. _FILL _7. R . E UI PC/.R MEY RNv xoi.E v6E0 fI Lv BUO SHALLMARDROL BEYOND WALL FINISH OR STUCCO. OR M bID/D PROOVCr NOR AL M'U DU TNOR OPENINGS, BUCKING k BUCKING E0.5IExERS NUS: BE PROPERLY DFBIGNN & INSTALLED i0 TRANSFER WIND B 8E MOD FOR T ONAtTIED LC LOADS ME NE SIRUCTURE. OF MA LINCTURL DF ANY PRODUR PRODUCT NOT PRODUCED IX ME MRNDFACNRF ES 3. THESE NON-INPACT RATED WINDOW DNS ARE IN ACCORDANCE WITH AND MEET NE $YCODE srsrcp ON MESE Da<wwps. C lmcs BUILDING UILDI CEDE (FRC). (PRO). OF THE RING 48 MAX. FRAME WIDTH 4. AL ANCHORS WI 4. ALANCHORS SECURING WINDOW FRAUE TO PRESSURE TREATED BUCKS FRAME W000 FRAMING SHALL BE AT CORROSION CAUSED BY THE PRESSURE TREATING E TWO C IN ME WHO. R CAPABLE.MAOF SE INCLUDING B. BUT NOT MENTS i0 STEEL SCREWS, COME 1M0 CONTACT WITH OVER DISSIMILAR NCB, WMEET $ (— 48" MAX. FRAME WIDTH MAX. MATERIALS H SHALL NEST THE EMH OF CO BUILDING CODE CHAPTER 20. �4" I HORS S. ID ME BEST S. TO M KNOWLEDGE. OUR KNOWLEDGE, THE WINDOWS SHOWN HEREIN ARE CERTIFIED & Y ASSURED A RO NACCORDANCE WIT N THE IDA914 STATE APBUID COLFROUDNGCO UMISSI N ENTITY T SHALL IN LABELED IN SNOTPA WITH THE FBC AND BUILDING SPELIFICAnONS WINDOW ASSEMBLY 6 NOT PART OF THIS DRAWING THE 9N-3 FLORIDAEIN / �/ 1 AND CO E W17H ME BE IN ACCORDANCE wrtH ME MANUFACTURER'S pWLRT ASSURANCE SPECIFlGnpNS &TESTING (/` REPORTS, 61 B1 B2 EQUAALLY FRAME $CREWS B2 7. CET ]. CERTIFICATION ALBUILDIN SHALL BE CONSIDERED VOID IF OF THE FOLLOWING OF THESE WINDOWWITHOUT $ 0 $ $ WHERE SHOWN. $ 0 SPACED LANYOCAL THEY UT FROM THE APPLICABLE LEGAL RUIN WI DEPARTMENT. APPLY: 1) THEY ARE INSTALLED NNO EM A BUILDING LICENSED N) IF THEY ARE INSTALLED BY ANYONE DMFR THAN A LICENSED EXPERIENCED WINDOW OPPOSITE SEE "FRAME OPPOSITE IF CHANGES S CEIRCiOP OCCUPIED TO THE PRODUCT'S CERIHATHIAN ER CERTIFICATE TINT FIN ANCHOR ANCHOR CAUSE THESE CAUSNgAEI THESE INSTALLATIONS TO BE BE INCORRECT OR WN wmf WHIN BEEN TESTED. BEEN TESTED. WITHIN 2' OF REQUIREMENTS EQUALLY DESIGN PRE U O THIS B. THE LFOR DESIGN PRESSURE SPECIFIED OTHER IN MIG DRAWING OR IN NE PRODUCTS CERTIFICATION SHALL ME CONTROL FOR NE INSTALLED WINDOW. CORNERS & 8" TABLE` ON THIS SPACED 9. THESE O CERTIFY TIE WINDOW M4, ONLY. OF THE i4MDow5 IS F MAX. O.C. WITH THESE 2 ANCHORS SHEET FOR F THIS THAT IIIWATERPROOFING OF THIS InSrPLUTDry cFRnFlUTox. TI{4T flESPoxsBIIIIY sIN1L BE THgi OF THE NWUFACTURER THE STANDARD REQUIREMENTS. &/OR INSTALLER. &/ INS Z PERFORMANCE ARE NOT � w WINDOWS & 4" j RERD WHEN WINDOW �� 9' MAX. ALTERNATE ANCHOR/CUBSIRATE EVALUATION NOTE• a MAX. O.C. WITH _ — a FRAME ALL ALTERNATE ANCHORS IN THEIR SPECIFIED HIGH SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE PERFORMANCE / HEIGHT IS 62" OR LESS �� 9" MAX. WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND WINDOWS. SEE TO BE EQUIVALENT TO OR STRONGER THAN THE "FRAME ANCHOR (TYP. EACH ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. m REQUIREMENTS m SIDE ) TABLE" ON THIS EQUALLY INF=RUTON EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR SHEET FOR SPACED INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT ME TIME REQUIREMENTS. OF ME NALWTION. IN ME EVENT OF CODE VERSION CHANGES/UPDATES OR IN ME EVENT THAT NEW OR ADDITIONAL TESTING Is COMPLETED ON ME REFERENCED EQUALLY PRODUCT, PRIOR TO STATNG CODE COMPLMNCE WIIH ME STATE ME MANUFACTURER SHALL CONFIRM WIN ME INSTALLATION EVALUATION ENGINEER OF RECORD THAT ME ME CURRENT ART! ME THEN CURRENT TESTING j SPACED CODE .0 MPUPCABIE nµpMpS FRAME ANCHOR REQUIREMENTS TABLE �1F- OPENING ME (RAVE/CUP/NAIL ON TO MINIMUM MINIMUM (suRSHME) OPENING FASTENER ME EMBED EDGE Dig, EXTERIOR ELEVATION, NO ANCHORS REQ'D ` 4" MAX. EXTERIOR ELEVATION: .)FRAME SCREWS SERIES 20) SINGLE WINDOW AT HEAD & SILL SINGLE WINDOW ITN. 2%. WOOD FRAME OR BOCK rvE. 10 sus OR WOOD SCREW 1 1/+' 3 4 C.I.DR. 3 k c=D.55) /' (FIN INSTALLED SERIES 10 FRAME SCREW INSTALLED SERIES 20 .� MIN. 18 CA 33 K51 METAL STUD NO. 10 DR. 5 SELF TAP DRILL SCREW NLL 1/2' SCALE: 3/4" = V-O" SCALE: 3/4' = T'-0' MIN. 1/8" THK ADS STEEL N0. 10 GR. 5 SELF TAP/.RILL SCREW NLL 1/2' MIN. 1/B' NK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP/ORIEL SCREW NLL L 1/2' C-90 CMU/25D0 PSI CONCRETE 1 (A 1/4' CONCRETE SCREW rl 1/f Y (1) INSTALLATION CUP SCREWS (SERIES 20) ALLOWABLE DESIGN PRESSURE MIN. 2%4 WOOD FRAME OR BUCK R. 10 CAR (SINGLE WINDOW) (MIN. GR. 3 & G=0.55) OR WOOD SCREW 1 1/4" 3/4' MIN. 18 G4 33 KS! METAL STUD ND. 10 CR. 5 SELF AP/GRILL SCREW NLL 1/2 WINDOW 512E ALLOWABLE MIN. 1/8' THK AT6 STEEL NO. 10 OR. 5 SELF TAP/DRILL SCREW FULL 1/2' MAX. MAX. FIXED SASH ACTNE SASH PRESSURE (POSRNE NW. i/8' NN fi063 ALL. ND. 10 GR: 5 TAP/DRILL SCREW NLL 1/2' FRAME FRAME STILE MEETING RAIL MEETING RAIL & CO C-9O CMU/2500 P51 CONCRETE f9 I/4' CONCRETE SCREW 1 1/4' NCR WIDTH NEIGH! REINFORCEMENT REINFORCEMENT REINFORCEMENT NAILING FIN FASTENERS SERIES 10) (IN.) (IN.) NEGATE (PSF ) iRT1Sl)3N;• Sii..G •K 'i0/h., AN 2%4 WOOD FRAME OR BUCK (A N0, d % 11/2' SMS 1 y/g' 1/p" (MIN. DR. 3 & G=O55) (8 36 59.5 NO NQ YES 35 \''4� •' ' ' "'� i�"�/ (4 35 72 YES NO YES 35 aIN. 2IN WOOD FRAME OR BUCK p) 2. X 11 GA ROOFING NNL 1 T (MIN. GR. 3 & C=D55) /8 1/2 (9 42 72 YES YES YES 50 HIGH PERFORMANCE + Ci •'<- `'-D I, - CO � (ONO. 0) 48 59.5 NO YES YES 35 WINDOW 7;2 -S ;;� �'• ^' MIN. 1/8' rill( ADS STEEL. a GR. 5 SELF TAP/DRILL SWEW NLL I/2' UI 48 ]2 YES YES YES 35 ,.2j C MIN. 1/e' MK 6063-TS PLIN. W NO_ B GIL 5 BE 1 TAP/DRILL SCREW NLL 1/2' (O 48 84 YES YES YE$a`T :} (1)FRAME SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW O) WINDOW HAS A MAXIMUM 35' TALL BOTTOM VENT. �'`•`• ? Ga ; (2) CONCRETE SCREWS SHALL BE ELCD ULTRACONS. ELCD CREIE-RIX, IR4 RAMSET/RE0 DOW HAS EQUAL TOP &BOTTOM VENTS. �w �;C,i•., HEAD TAPCONS OR HILT OWN B (HARDENED STEEL OR ssJ' (3)wHEry scREws ARE USED WITH NE wut RN. THEY BE URE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDHION$ ��2�d �•� pIv, Musr A WAFFLE xFgO SCREW OR H4VE A fUi WASHER AT THE SCREW HEED. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS rSHLL T, J)TIi L` (4) Roonxc NAILS ARE ONLY APPLICABLE WITH STANDARD PERFORMANCE wlrvoows (N/A BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL 11 Ti WIN HIGH PERFORMANCE WINDOWS) W'$ STATE APPROVAL OR THAT SHOWN IN THIS TARI F CC-• m LU z MCA w oS$ LLZ -62 TF of LIDO NZ nu 30 3 `w1 OF TUrt M . UvtNALL UNIT WIUIH, SLE WINDOW PRESSURE TABLE ON THIS SHEET 48' MAX. IN DNIDUAL 48" MAX. INDIVIDUAL 48' MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH T io 3' 2'TOS / / EE SINGLE WINDOW ELEVATION FOR FIN CLUSTER FIN ANCHOR ANCHORS AT MULLION REQUIREMENTS & INOMOUAL WINDOW ENDS SUCH THAT POSITIONS AROUND WIDTHS ARE RESTRICTED THERE ARE A TOTAL WINDOWS TO DIMENSIONS SHOWN OF 4 POSITIONED AS BUT OVERALL UNR SHOWN. SEE "FRAME F FRAME WIDTH SHALL ANCHOR CONTROL REQUIREMENTS TABLE" ON SHEEP 1 s w FOR REQUIREMENTS// w 11111 EXTERIOR ELEVATION: MULTIPLE WINDOWS (FIN INSTALLED SERIES 10). SCALE: 3/4" = 1'-0" 11 ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) --- I ACTIVE SASH RAMF I FRAMF REINFO CEMENTIREINFORCEME STILE I MEETING RAIFIXED SASHL MEETING RAIL TUrt MA . UVLKALL UNIT WIUIH, SLE WINDOW PRESSURE TABLE ON THIS SHEET 48' MAX. INDIVIDUAL 48° MAX. INDIVIDUAL - 48' MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH � A2 B FRAME SCREWS SWHERE EE SINGLE WINDOW SHOWN AT ELEVATION FOR FIN INDIVIDUAL WINDOW HEAD MULLION END. ANCHOR WIDTHS ARE RESTRICTED SEE 'FRAME ANCHOR REQUIREMENTS & TO DIMENSIONS SHOWN REQUIREMENTS POSITIONS AROUND BUT OVERALL UNIT TABLE' ON SHEET 1 WINDOWS FRAME WIDTH SHALL FOR REQUIREMENTS. CONTROL ME rl 1 INST�LIATION j I I IL-- I I I 111�111L— I CLIPS WHERE SHOWN. SEELo ,�,�, INSTALLATION "FRAME ANCHOR REQUIREMENTS TABLE ON SHEET 1 FOR REQUIREMENTS. NOTE: CLIPS MAY BE USED AT HEAD ALSO IN LIEU OF FRAME SCREWS EXTERIOR ELEVATION- MULL11PLE WINDOWS (FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4' = V-O" PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. NOTE: HIGH PERFORMANCE 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. WINDOV! 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES. 3. IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING, ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE COMPARABLE TRIPLE UNIT. T T 01 108" MAX. OVERALL FRAME WIDTH 48" MAX. INDIVIDUAL _1 60. MAX. INDIVIDUAL 48" MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH rror rTO 3• el EE SINGLE WINDOW ELEVATION FOR FIN CLUSTER FIN ANCHOR REQUIREMENTS & POSITIONS AROUND WINDOWS ANCHORS AT MULUON ENDS SUCH THAT THERE ARE A TOTAL OF 4 POSITIONED AS SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 INDNIDUAL WINDOW WIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN BUT OVERALL UNIT FRAME WIDTH SHALL CONTROL I 0 FOR REQUIREMENTS X 11 X i EXTERIOR ELEVATION: MULTIPLE OPERABLE/FlXED WINDOWS (FIN INSTALLED SERIES 10) SCALE: 3/4" = V-O' 108' MAX. OVERALL FRAME WIDTH 48' MAX. INDNIDUAL 60' MAX. INDIVIDUAL 48" MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH SIMILAR 4' 4" 4" 4" 4 A2 5 FRAME SCREWS SEE SINGLE WINDOW WHERE SHOWN AT INDMDUAL WINDOW WIDTHS ARE RESTRICTED ELEVATION FOR FIN ANCHOR HEAD MULLION END. SEE 'FRAME ANCHOR REQUIREMENTS & TO DIMENSIONS SHOWN REQUIREMENTS POSITIONS AROUND BUT OVERALL UNIT TABLE" ON SHEEP 1 WINDOWS FRAME WIDTH SHALL FOR REQUIREMENTS. 3 CONTROL X % X n 1 1 INSIPLNIION CUP I 1I j CLIPS WHERE SHOWN. SEE INSTALLATION "FRAME ANCHOR REQUIREMENTS TABLE ON SHEET 1 FOR REQUIREMENTS. NOTE: CLIPS MAY BE USED AT HEAD ALSO IN LIEU OF FRAME SCREWS DESIGN +/-30 PSF PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. EXTERIOR ELEVATION: MULTIPLE OPERABLE/FIXED WINDOWS (FRAME SCREW INSTALLED SERIES 0) SCALE: 3/4" = 1'-0" NOTE• 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED TO A MAXIMUM OVERALL FRAME WIDTH OF 96'. Pe= OF 5 FIN ANCHOR WITHIN 2' OF CORNERS & 8" MAX. O.C. SEE FRAME ANCHOR REQUIREMENTS F TABLE" ON THIS SHEET FOR z REQUIREMENTS. B7 E5 i FOR MAX. FRAME WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET A7 5 j B1 5 OPPo6RE j j RV NI EXTERIOR ELEVATION: SINGLE WINDOW WITH TRANSOM LIN_INSTALLED SERIES 10) SCALE: 3/4" = 1'-O' FOR MAX. FRAME WIDTH, SEE WINDOW PRESSURE TABLE THIS SHEET �4" MAX. j j 18" MAX. O.C. i i B2 82 5 GPp55RE FRAME SCREWS WHERE SHOWN. SEE 'FRAME 9. MAX ANCHOR REQUIREMENTS TABLE" ME THIS SHEET FOR 9" MAX. REQUIREMENTS. 18' MAX. O.C. NO ANCHORS REO'D-'-� L 4" MAX' AT HEAD & SILL EXTERIOR ELEVATION: SINGLE WINDOW WITH TRANSOM (FRAME SCREW INSTALLED SERIES 0) SCALE: 3/4' = V-O" ALLOWABLE DESIGN PRESSURE (WINDOW WITH TRANSOM) WINDOW SIZE ALLOWABLE XX PRESSURE (POSRNE FRAME FRAME & WIDTH HEIGHT (IN.) (IN.) NEGATNE) (PSF) 30 7, 35 46 76 30 4 OF z FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR PER "FRAME ANCHOR ELEVATION SUBSTRATE BY OTHERS PER SEALANT BY REQUIREMENTS TABLE" "FRAME ANCHOR OTHERS BEHIND - REQUIREMENTS TABLE" NAIL FIN a 1/4' MAX. SEALANT BY r SPACE OTHERS T E MAX. SHIM FAT EACH ANCHOR J-CHANNEL SEALANT BY OTHERS SECTION/NOSE IS SERIES 10 OPTIONAL AND WINDOW NEED ONOTTMBE FRAME U SERIES 20 FRAME PROFILE w WINDOW x EXTERIOR FRAME EXTERIOR w w x SERIES 10 WINDOW FRAME j SERIES 20 WINDOW SEALANOTHERS BY Qa FRAME Do OTHERS 1 INSTALLATION PER ELEVATI a OTHE ERST L 1/4" MAX. SHIM SEALANT BY .� OTHERS BEHIND - NAIL FIN FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER SECTION Al "FRAME ANCHOR SCALE: 1/2 FULL 5 REQUIREMENTS TABLE" CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SEALANT BY--� OTHERS 1/4° MAX. SHIM AT EACH CUP CLIP INSTALLATION CLIP SCREW SUBSTRATE BY OTHERS PER PER ELEVATION (1 PER CUP) "FRAME ANCHOR REQUIREMENTS TABLE" SECTION A2 SCALE: 1/2 FULL 5 SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" IEW PER ELEVATIONS ANCHOR EXTERIOR nwWrtc.cMS TABLE44 OPTIONAL (SERIES 20) DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) (SILL DOES NOT APPLY) (FOR DETAIL NOT SHOWN, SEE SECTIONS A2/4 & B2/4) 1.325T0.293 7 1�— 3° 0.060 O7 INSTALLATION CLIP (VINYL) 1/4" MAX. SPACE �— FRAME WIDTH SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SERIES 10 WINDOW FIN ANCHOR PER FRAME ELEVATION o0 SEALANT BY OTHERS BEHIND NAIL FIN QL�X SECTION/NOSE 15 L/ OPTIONAL AND EXTERIOR w N NEED NOT BE �cJn PART OF THE Do SEALANT BY a " m FRAME PROFILE OTHERS o w a o SECTIONFULL 81 0 D, SCALE: 1/2 5 o Ua m r 1 4" MAX. SHIM FRAME WIDTH— 3 n� AT EACH ANCHOR SUBSTRATE BY 2 OTHERS PER FRAME ANCHOR SERIES 20 w "' REQUIREMENTS WINDOW i Y ED TABLE" 6SFALA RAME N 3' O PER ELEVATIONEXTERIORNT BYT. OTHERS "z Y SECTION B2 1 a SCALE: 1/2 FULL .5�°•1I"". z\! _- /'iiJ•'111fn sear oo. 5 or 5 0l!' �,, 1. ALL FASTENERS SHALL BE IN ACCORDANCE WIN THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MTERML SHALL BE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOWS TO THE STRUCTURE. & THESE NON-IMPAM NXIED WINDOW SYSTEM iNSTMUilONS PRE IN ACCORDANCE WITH AND M£ET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4. ALL MCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN NE WOOD, 5. MTERMS. INCLUDING BUT NOT UJITED TO STEEL SCREWS. THAT COME INTO CONTACT WON OTHER DISSIMIIAR MATERWS SHALL MEET THE REQUIREMENTS OF "RIM BUILDING CODE CHAPTER 20. B. TO THE BEST OF OUR KNOWLEDGE THE wNWM SHOWN HEREIN ARE CERTIFIED & OUAIM ASSURED BY A FLORIM STATE MPRCVW CERTIFICATION/M ENTRY & SHALL BE UBEED IN ACCORDMCE WIN NE ABC AND ME 9N-3 MORIM BUILDING COMMISSION SPECIRMDONS. WNDOW ASSEMBLY IS NOT PART OF THIS DRAWING MO SHIN. BE IN ACCORDANCE WITH NE MNNUFACTURER'S OUALM ASSURANCE SPECIECATONS &TESTING REPORTS. T. CERTRUMN OF THESE WINDOW INSTAUATIONS SHALL BE CONSIDERED VOID IF ANY OF ME FOLLOWING APPLY: 1) THEY ME INSTALLED MAHOUT A BUILDING PERMIT FROM T MPUCMIE LOCAL BUILDING DEPARIYENF. 2) IF THEY ME INSTALLED BY ANYONE OTHER THAN A LICENSED COMBULTOR WOUNDED WON WINDOW NSIALUlI0N5. 3) IF CHANGES HAVE OCCURED TO THE PRODUCTS CERTIFICATION ENTTIYS CEROPCXTE THAT GMSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT ANN WHAT HAS BEEN WOOD. B. THE OAST DESIGN PRESSURE SPECIFIED EVER IN THIS DRAWING OR W NE PRODUCTS CERTFIMTON SHALL CONTROL FOR ME INSTALLED WINDOW. S. THESE DRAWNGS CERTIFY NE WINDOW INSTALLATION ONLY. WATER PROOFING OF NE DSTAUED WINCOWS IS NOT PART OF THIS INSINUATION CERTIFlGTON. TAT RESPONSIBMY SIMLL BE THAT OF THE MANUFACTURER &/OR INSTALLER ALTERNATE ANCHOR/S TB�TDe EVA TARON NO ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. IHSIAW1 M EVAJICM IS BASED ON MPUGBLE ANCHOR STMOMOS MD/OR INFORMTON & RESULTSFROM M% GRLE TEST REPoRIS. IRE MORM BUILDING CODE VERSION CONSIDERED WOH THE EVALUATION WAS THAT IN FORCE AT NE TIME OF ME EVALUATION. W THE EV6NF OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDNONIL TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TD STATING CODE COMPWNCE WITH THE STATE, THE MANUFACTURER StNLL CONFIRM WN NE INST MATON DAALMATION ENGINEER OF RECORD NA THE INOM-iATIONS SPECIFIED HERE -RN ARE CURRENT WIN THE MEN CURRENT TESTING, CODE MD MPLICA E STMCNI FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/NP/NUL AN TO NIMMUN WNW (SUBSTRATE) OPENWC FASTENER ME EMBED CODE DC (O FRAME SCREWS SERIES 20 !X4 WOOD FRAME OR BUCK N0. 10 SUS OR WOOD SCREW 1 14 J 0 AN. OR. 3 & G-0.55) / • / 11 (MN. OR. 3 & G=0.55) I NO. 10 SNS OR WOOD SCREW 11 1/4. 1 3/4• (MIN. GR. U3r1 G=0.55) DANK (3) NO. B X 1 1/2• SMS 1 1 3/8' 1/2• MIN. 2X4 WOOD FRAME OR BUCK (MIN. OR. 3 & G=0.55) OT 2• K 11 CA ROOFING NUL 1 I/8• 1/2• ON. 1/8• NK AT6 STEEL IANO. 8 CR. B SELF iM ORN. SCREW FULL 1/2• MIN. 1/8• THK 6063-T5 ALUM. IDNO. B OR. S SELF TAP RRL SCREW NLl 1/2• (I)FRAME SCREWS SHALL BE PAN NEAO OR HEX HEAD SCRAM (2)CONCRETE SCREWS SHALL BE E-W ULTRACONS, MOO CRETE-FLEL ITW RAMSET/RED HEW TAPCONS OR HILT KWIK-CON II (WIDENED STEEL. OR S.S.). (3)WHEN SCREWS ARE USED WIN THE xAL FlN, THEY MUST BE A WMLE HEIR SCREW OR RAYE A MT WASHER AT THE SCREW HEAD. (4)ROOTING NFRS ME ONLY MRIGBLE WIN STHND D PERFORMANCE WINDOWS (N/A — 48" MAX. FRAME WIDTH Al 5 Bt BT 5 $ OP SRE FIN ANCHOR WITHIN 2" OF CORNERS & 8" MAX. O.C. WITH STANDARD z PERFORMANCE `F WINDOWS & 4" ¢ MAX. O.C. WITH HIGH ' PERFORMANCE WINDOWS. SEE "FRAME ANCHOR m REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMEPITS. j 9 EXTERIOR ELEVATION: SINGLE WINDOW FlN INSTALLED SERIES 10) SCALE: 3/4" = 1'-0" ALLOWABLE DESIGN PRESSURE MAX. I MAX. FI%ED SASH ACTIVE FRAME FRAME SPLE MEETING RAIL MEETING WIDTH HEIGHT REINFORCEMENT REINFORCEMENT REINFORC (IN.) (IN.) IN DESIGN PRESSURE ON THE OF THAT SHOWN IN THE IN( 48" MAX. FRAME WIDTH ,I r 4" MAX. B2 FRAME SCREWS B2 LWUALLT c 5 WHERE SHOWN. 5 o SPACED SEE "FRAME OPPoSIIE ANCHOR REQUIREMENTS EQUALLY THESE 2 TABLE" ON THIS SPACED ANCHORS SHEET FOR REQUIREMENTS. ARE NOT REQ'D WHEN �� 9" MAX. a WINDOW LL FRAME HEIGHT IS a 62" OR LESS / 9" MAX. E (IDE. EACH SIDE) m EQUALLY SPACED EQUALLY SPACED NO ANCHORS REQ• EXTERIOR ELEVATION, —C4MAX ' AT HEAD &SILL SINGLE WINDOW (FRAME SCREW INSTALLED SERIES 0,) SCALE: 3/4" = T'-0" HIGH PERFORMANCE WINDOW lt1H4Tiof �J''L'1 •. •'•'�t7•w i Ci .'fc• tri %•. jA w - A�A�1:II Itt\T.Aa N 5 FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET F487MAX . INDNIDUAL 48" MAX. INDMDUAL 48' MAX. INDNIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 3' i0 3' p' TO d" O SEE SINGLE WINDOW / ELEVATION FOR FIN CLUSTER FIN ANCHOR REQUIREMENTS AR & POSITIONS AROUND WINDOWS INDIVIDUAL WINDOW WIDTHS ARE RESTRICTED 70 DIMENSIONS SHOWN BUI' OVERALL UNIT ANCHORS AT MULLION ENDS SUCH THAT THERE ARE A TOTAL OF 4 POSITIONED AS SHOWN. SEE 'FRAME FRAME WIDTH SHALL ANCHOR CONTROL REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS 111 i j EXTERIOR ELEVATION, MULTIPLE WINDOWS (FIN INSTALLED SERIES INSTALLED SERIES 10) SCALE: 3/4" = P-O" II ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) --I STILE FIXED SASH I ACTIVE SASH !EEUNG RAIL MEETING RAIL rVH X. VVLi L UNII WIUIH, SEE WINDOW PRESSURE TABLE ON THIS SHEET 48' MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48' MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH � � A2 8 FRAME SCREWS SEE SINGLE WINDOW ELEVATION FOR FIN ANCHOR INDMDUAL WINDOW WIDTHS ARE RESTRICTED WHERE SHOWN AT HEAD MULLION END. SEE 'FRAME ANCHOR REQUIREMENTS & TO DIMENSIONS SHOWN BUT OVERALL REQUIREMENTS POSITIONS AROUND WINDOWS UNIT FRAME RMROLDTH SHALL TABLE" ON SHEET 1 FOR REQUIREMENTS. s U Ll j LD i t IN$lCMAINN i I 1I cua Mill —5flill. CLIPS WHERE SHOWN. SEE ,�.�.�.. INSTALLATION 'FRAME ANCHOR REQUIREMENTS TABLE ON SHEET I FOR REQUIREMENTS. NOTE: CUPS MAY BE USED AT HEAD ALSO IN LIEU OF FRAME SCREWS PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. EXTERIOR EL_�A�F ]_ON: Y MULTIPLE WINDOWS (FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4' = 1'-O" NOTE: HIGH PERFORMANCE 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. WINDOW 2. TRIPLE WINDOW SHOWN, DOUBLE WINDOW ALSO APPLIES. 3. IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING, ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE COMPARABLE TRIPLE UNIT. 0 0 3 z x J } Z 0 0 w OF 5 108" MAX. OVERALL FRAME WIDTH 48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48' MAX. INDMDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH z' TO 3" z' TO 3' / / EE SINGLE WINDOW // ELEVATION FOR FIN CLUSTER FIN ANCHOR ANCHORS AT MULLION INDIVIDUAL WINDOW REQUIREMENTS & ENDS SUCH THAT AROUND WIDTHS ARE RESTRICTED THERE ARE A TOTAL WINDPOSIOWS WINDOWS TO DIMENSIONS SHOWN OF 4 POSITIONED AS BUT OVERALL UNIT SHOWN. SEE 'FRAME �- FRAME WIDTH SHALL ANCHOR CONTROL REQUIREMENTS TABLE' ON SHEET 1 FOR REQUIREMENTS p X X n 11 1 j j I EXTERIOR ELEVATION: MULTIPLE OPERABLE/FIXED WINDOWS (FIN INSTALLED SERIES 10J SCALE: 3/4' = V-O' 108' MAX. OVERALL FRAME WIDTH 48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH SIMILAR 4' 4' 4° 4' 4 5 FRAME SCREWS i SEE SINGLE WINDOW ELEVATION FOR FIN ANCHOR REQUIREMENTS & POSITIONS AROUND WINDOWS WHERE SHOWN AT HEAD MULUON END. SEE "FRAME ANCHOR REQUIREMENTS TABLE' UI SHEET 1 FOR REQUIREMENTS. INDMDUAL WINDOW WIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN BUi OVERALL UNIT FRAME WIDTH SHALL � COMftOI I I 1 umuunON cua // CUPS WHERE SHOWN. SEE INSTALLATION 'FRAME ANCHOR REQUIREMENTS TABLE ON SHEET 1 FOR REQUIREMENTS. NOTE: CLIPS MAY BE USED AT HEAD ALSO IN UEU OF FRAME SCREWS PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATE APPROVAL OR THAT SHOW14 IN THIS TABLE. EXTERIOR ELEVATION - MULTIPLE OPERABLE/FIXED WINDOWS (FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4' = V-O' AM 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED TO A MAXIMUM OVERALL FRAME WIDTH OF 96'. j •y3 �: Z �Fip.11l;:"4y 459 3m FOR MAX. FRAME WIDTH. FOR MAX. FRAME WIDTH. SEE WINDOW PRESSURE E SEWINDOW PRESSURE °iwne TABLE THIS SHEET THIS SE k 3 AI 5 �4" MAX. FIN ANCHOR WITHIN 2" OF CORNERS & 8" MAX. O.C. SEE o FRAME ANCHOR REQUIREMENTS TABLE" ON THIS 18" MAX O.C. SHEET FOR i REQUIREMENTS. RI B2 B2 5 v 5 5 E �PPOS E FRAME SCREWS w ¢ WHERE SHOWN. w jMAX' SEE "FRAME ANCHOR a REQUIREMENTS a TABLE" ON THIS o w u j SHEET FOR REQUIREMENTS. o o M 9" MAX. 0 00:� 3am� 18" MAX. O.C. 0 wp� a NO ANCHORS REO' Z G EXTERIOR ELEVATION: AT HEAD & SILL EXTERIOR ELEVATION, SINGLE WINDOW WITH TRANSOM SINGLE WINDOW WITH TRANSOM (FIN INSTALLED SERIES 10,), (FRAME SCREW INSTALLED SERIES 20) `=m SCALE: 3/4" = 1'-O" SCALE: 3/4" = V-O" 0 wa a 'gam' r W na N30 OIUWING NO. REV. 1572 D .- N0. 4 or 5 B1 5 OPPOSITE j i, ALLOWABLE DESIGN PRESSURE (WINDOW WITH TRANSOM) WINDOW SIZE FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR "FRAME ANCHOR ELEVATION SEALANT BY REQUIREMENTS TABLE" OTHERS BEHIND NAIL FIN I L SEALANT BY a 1/4" MAX. r SPACE OTHERS �I—,� �� • „ _ , J-CHANNEL SEALANT BY SECTION/NOSE IS SERIES 10 OTHERS f OPTIONAL AND WINDOW V NEED NOT BE FRAME PART OF THE FRAME PROFILE i EXTERIOR "^.,. 7T�/�T EXTERIOR I a SEALANT OTHERS SERIES WINDOW FRAME SEALANT BY - OTHERS SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" SERIES 20 WINDOW FRAME x x L 1/4' MAX. SHIM SEALANT BY OTHERS BEHIND - NAIL FIN FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER SECTION Al "FRAME ANCHOR - f SCALE: 1/2 FULL 5 REQUIREMENTS TABLE" SUBSTRATE BY OTHERS PER, CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK "FRAME ANCHOR TO BE MIN. 3 i/2" DEEP (NOT REQUIRED WHEN SHIM SPACE REQUIREMENTS TABLE" IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SECTION A2 SCALE: 1/2 FULL 5 SUBSTRATE BY OTHERS '`' PER "FRAME ANCHOR REQUIREMENTS TABLE" SEALANT SY� OTHERS FRAME SCREW PER ELEVATIONS & "FRAME ANCHOR EXTERIOR REQUIREMENTS TABLE" OPTIONAL (SERIES 20) DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) (SILL DOES NOT APPLY) (FOR DETAIL NOT SHOWN, SEE SECTIONS A2/4 & 32/4) a 4- MAX. SHIM EACH ANCHOR 1/4" MAX. SHIM AT EACH CLIP INSTALLATION CLIP SCREW PER ELEVATION (1 PER CLIP) 1.3251—�-� r 0:293 -T 3" 0.060 J T Ot INSTALLATION CLIP (VINYL) 1/4" MAX. SPACE �-- FRAME WIDTH SUBSTRATE BY OTHERS PER 'FRAME ANCHOR REQUIREMENTS TABLE' FIN ANCHOR PER ELEVATIONSEALANT CFRAME BYOTHERS BEHIND NAIL FIN SECTION/NOSE IS L/ OPTIONAL AND EXTERIOR NEED NOT BE p'�� PART OF THE SEALANT BY Ong'-m FRAME PROFILE OTHERS p w a o SECTION Bt 00 SCALE: 1/2 FULL 5 o U a 'm C 0 1/4" MAX. SHIM zw AT EACH ANCHOR FRAME WIDTH SUBSTRATE BY Zw OTHERS PER s "FRAME ANCHOR 6WINDOW IES 20 j 2 REQUIREMENTS i TABLE" ME G � > ?m p Kb m FRAME ANCHOR S,4 wU v. PER ELEVATION o 0" _ 'TERIOR a wz =B �F n : SEALANT BYtiy go OTHERS - r3c�i a SECTION SCALE: 1/2 FULL 1� S�`'•I lat2T;�s z 1 /, •. '• WING NO. '/lryElltYti`a SXEEf NO. 5 OF 1. N MSILNLHS SHALL 9E IN ACCORDANCE WIN THESE DRAWINGS. SPEcinm ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS. BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED &INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE 3. THESE NON -IMPACT RATES WINDOW MIEN INSTALLATIONS PRE W ACCORDANCE WIH AND MEET ME REQUIREMENTS OF ME FLORIDA BUILDING CODE DMC). 4. ALL ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY ME PRESSURE TREATING CHEMICALS IN ME WOOD. S. MATERIALS. INCLUDING BUT NOT UNITED TO STEEL SCREWS, TNAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHA1l MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 6. TO ME BEST OF OUR KNOWLEDGE, ME WINDOWS SHOWN HEREIN ARE CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED CER➢DCATION/CA ENT1Y & SHALL BE LABELED IN ACCORDANCE WITH ME ME AND ME 9N-3 FLORIDA BOLDING COMMISSION SPECIFICATIONS. WINDOW ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WIN ME MMUFALNREWS CWUIIT ASSURACCE SPECIFICATIONS & TESTING REPORTS. 7. CEnITCATION OF THESE WINDOW INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF ME FOLLOWING APPLY: 1) THEY ME INSTALLED WITHOUT A BUILDING PERMIT FROM ME APPUCABIE LOCAL BUILDING DEPARMEM. 2) IF THEY ARE INSTALLED BY ANYONE OMER TRAIT A UCENSED CONTRACTOR EXPERIENCED WON WINDOW INSTALLATIONS. 3) IF CHANGES HAVE OCCURS TO THE PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALL\TONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. B. ME LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTFMANON SIULL CONTROL FOR THE INSTALLED WINDOW. 9. THESE DRAWINGS CERNY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF ME INSTALLED WINDOWS IS NOT PART OF THIS INSTALLATION CERTFlGTION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR INSTALLER. ALIERNATE ANCHI A EVALUATION NO ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. INSTALLATION EVALUATION IS RASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WIN ME EVALUATION WAR THAT IN FORCE AT ME TIME OF ME EVAUATION. IN ME EVENT OF CODE VERSION CINNGES/UPOATES OR IN ME EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE FSFERENCEO PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH ME STATE, ME MANUFACTURER SHALL CONFIRM WITH ME INSTALLATION EVALUATION ENGINEER OF RECORD THAT ME INSTALLATIONS SPECIFIED HERE -IN ME CURRENT WIN ME THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS 48" MAX. FRAME WIDTH Al 5 B7 BT 5 v 5 OPPOSITE FIN ANCHOR WITHIN 2" OF CORNERS & 3- MAX. O.C. WITH im STANDARD x PERFORMANCE WINDOWS & 4" p MAX. O.C. WITH _ HIGH ' PERFORMANCE WINDOWS. SEE "FRAME ANCHOR m REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. IPENING TYPE (SUBSTRATE) FRAME/CLIP/NAIL FlN TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EWE GIST, q EXTERIOR ELEVATION: SINGLE WINDOW (FIN INSTALLED SERIES 10) SCALE: 3/4" = 1 •-O" ALLOWABLE DESIGN PRESSURE (SINGLE WINDOW) WINDOW 512E MAX. MAX. FIXED SASH ACTIVE SASH FRPME FRAME STILE MEETING RAIL MEETING RAIL WIDTH HEIGHT REINFORCEMENT REINFORCEMENT REINFORCEMENT (IN.) (IN.) (A 36 59.5 Yp NO YES 1xl 36 72 YE$ NO YES 111 42 72 YES YES YES _. _ (1)FRAME SCREWS SERIES 20) GAR. 3 nGCEossj ucK NO. 10 SMS OR WOOD SCREW 1 1/4' 3/4' A 33 KSI METAL STUD N0. ID LR. 5 SELF TAP DRILL SCREW TILL t/2, /8" THK A36 STEEL N0. 10 GR. 5 SELF TAP/DRILL SCREW TILL 1 2" ' MN 6063-T5 ALUM. N0. 10 GR 5 SELF TAP/OZ.0 SCREW PULL 1/2" )/2500 PSI CONCRETE I9 1/4" CONCRETE SCREW 1 1/4' 2" 0) INSTALLATION CLIP SCREWS (SERIES 20) NAND FBPME .5 BUCK GR. 3 G=a.55) NO. 10 ENS OR WOOD SCREW 11/4' 3 4 / A 33 K51 METP1 STUD S NO. 10 G0. 5 SELf TAP/GRILL SCRE3Y TILL 1/2' 18' MK ASS STEEL ND. 10 CR. 5 SELF TAP/GRILL SCREW FULL 1/2" ' MK 6063-T5 ALUM. NO 10 GR. 5 SELF TAP/ORILL SCREW TILL 1/2' I/2500 Psl CONCRETE LI) 1/4" CONCRETE SCREW 1 1/4' NAILING FIN FASTENERS (SERIES 10) HOOD F1UME OR BUCK GR. 3 & G=O55) Ol NM 8 X 1 1/2' EMS 13/B' 1/2' NOOD FRAME OR BUCK OR. i R P_."I N) 2• X 11 GA- RWFING NAIL 1) B / 1 2 / " (1)FRAME SCREWS SHATL BE CAN HEAD OR HEX HEAD SCREW GO WINDOW HAS A MAXIMUM 35' TALL (2)CONCRETE SCREWS SHALL BE ELCO ULTRACONS. ELCO CRETE-FLEX, TRY RAMSET/RED (1) WINDOW HAS EOVAL TOP & BOTD HEAD TAPCCNS OR HILT KMK-CDN 11 (WIDENED STEEL OR S.S.). PRESSURE SHOWN IN THIS TABU (3) WHEN SCREWS ME USED WITH ME MAIL FIN. THEY MUST BE A WAFFLE HEAD SCREW OR HAVE A FLAT WASHER AT ME SCREW HEAD. ONLY. THE GOVERNING DESIGN (4) ROOFING EMS ME ONLY APPUG9LE WIN STANDARD PERFORMANCE WINDOWS (N/A SHALL BE THE LESSER OF THAT WIN HIGH PERFORMANCE WINDOWS) wIIIFFN-• cTT6 '..."A. — 48" MAX. FRAME WIDTH —I r- 4" MAX. ur I k � I IIIIIv wuror cunuui af'-'-}- 1HH—� SPACED REQUIREMENTS EQUALLY THESE 2 TABLE" ON THIS SPACED ANCHORS SHEET FOR ARE NOT REQUIREMENTS. REQ'D WHEN �� 9" MAX. WINDOW FRAME HEIGHT IS T 62' OR LESS / g' MA%. (TYE, EACH m SIDE) EQUALLY SPACED EQUALLY SPACED NO ANCHORS REQ•D XTE ERIOR ELEVATION' -[4" MAX. AT HEAD & SILL SINGLE WINDOW (FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4" - V-O" NEGATIVE) (PSF) N THE WINDOWS iE INDIVIDUAL IN THIS TABLE. HIGH PERFORMANCE WINDOW S`A.¢ •)3�(.` LEA/R, r e;= 3 aT OF N FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET 4$" MAX. INDIVIDUAL 48" MAX. INDIDT $" MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 2• TO 3" ]' TO 3• EE SINGLE WINDOW ELEVATION FOR FIN CLUSTER FIN ANCHOR REQUIREMENTS POSITIONS AROUND WINDOWS & WINDOW WIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN BUT OVERALL UNR LION ANCHINDIVIDUAL ENDS OSUCH RS TTHAT THERE ARE A TOTAL OF 4 POSHIONED AS SHOWN. SEE "FRAME FRAME WIDTH SHALL ANCHOR CONTROL REQUIREMENTS TABLE" ON SHEET I FOR REQUIREMENTS ^ 111 / X j X 1 ---------------- EXTERIOR ELEVATION' MULTIPLE WINDOWS (FIN INSTALLED SERIES 10) SCALE: 3/4' = l'-0" mXA. UVLKH L UNII WIUIR, PRESSURE TABLE ON THIS SEL WINDOW SHEET 48" MAX. INDIVIDUAL MAX. INDIVIDUAL MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH _ WINDOW WIDTH 4" 4' 4" 4" q" q' 4• q" 5 5 FRAME SCREWS SEE SINGLE WINDOW WHERE SHOWN AT ELEVATION FOR FIN INDIVIDUAL WINDOW HEAD MULDON END. ANCHOR WIDTHS ARE RESTRICTED SEE "FRAME ANCHOR REQUIREMENTS & TO DIMENSIONS SHOWN REQUIREMENTS POSITIONS AROUND BUT OVERALL UNIT TABLE" ON SHEET 1 WINDOWS FRAME WIDTH SHALL FOR REQUIREMENTS. � � COMROL I j w a j I j i 1 1 I i I INSthWTION VP CLIPS WHERE SHOWN. SEE INSTALLATION 'FRAME ANCHOR REQUIREMENTS TABLE ON SHEET I FOR REQUIREMENTS. NOTE: CLIPS MAY BE USED AT HEAD ALSO IN LIEU OF FRAME SCREWS EXTERIOR ELEVATION: MULTIPLE WINDOWS (FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4" = V-O" ALLOWABLE DESIGN PRESSURE (DOUBLE &TRIPLE WINDOWS) PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE VlINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL STATE APPROVAL OR THAT SHOWN IN THIS TABLE. NOTE: HIGH PERFORMANCE 7, ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED: WINDOW 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES. 3. IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING, ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE COMPARABLE TRIPLE UNIT. OVERALL WINDOW SZE REINFORCEMENT REINFORCEMEN FIXED SASH MEETING RAIL EINFORCEMEM ACTNE SASH MEETING RAIL EINFORCEMENT ALLOWABLE PRESSURE (PoSRNE & NECAINE)WINDOW'S (PEE) .MULLIONSTILE E HTttPE TF� ) -DOUBLE ]2 55.5 -BEAM NO NO YES 35 ]2 65.5 BAR YES YES YES 50 72 ]2-BEAM -YES NO YES 35 N 96 ]2 - YES YES YES 30 TRIPLE WINDOWS 108 515 I -BEAM NO NO YES _ _ 35 ti y4't'y ' as Q a :'rflJ; ilY U is OF z 108" MAX. OVERALL FRAME WIDTH 48" MAX. INDNIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 2' TO 3' 2' TO 3' // EE SINGLE WINDOW ELEVATION FOR FIN / CLUSTER FIN ANCHOR REQUIREMENTS & POSITIONS AROUND WINDOWS ANCHORS AT MULUON ENDS SUCH THAT THERE ARE A TOTAL OF 4 POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 INDIVIDUAL WINDOW WIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN BUT OVERALL UNR FRAME WIDTH SHALL CONTROL O FOR REQUIREMENTS X 1 I I X i I I EXTERIOR ELEVATION' MULTIPLE OPERABLE/FIXED WINDOWS (FIN INSTALLED SERIES(FIN INSTALLED SERIES 10) SCALE: 3/4" = 108" MAX. OVERALL FRAME WIDTH 48" MAX. INDIVIDUAL 60" MAX. MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WIDTH 4" 4" 4" 4" SIMILAR 4' 4' 4" 4' A2 5 FRAME SCREWS SEE SINGLE WINDOW WHERE SHOWN AT INDMDUAL WINDOW WIDTHS ARE RESTRICTED ELEVATION FOR FIN ANCHOR HEAD MULLION END. SEE "FRAME ANCHOR REQUIREMENTS & TO DIMENSIONS SHOWN REQUIREMENTS POSITIONS AROUND BUT OVERALL UNIT TABLE" SHEET 1 x WINDOWS FRAME WIDTH SHALL FOR REQUIREMENTS. UI � CONTROL 1 1 wsrauAnox � 1 �/ cua CLIPS WHERE SHOWN. SEE INSTALLATION "FRAME ANCHOR REQUIREMENTS TABLE ON SHEET 1 FOR REQUIREMENTS. NOTE: CLIPS MAY BE USED AT HEAD ALSO IN LIEU OF FRAME SCREWS ALLOWABLE DESIGN PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOWS STATE APPROVAL OR THAT SHOWN IIJ THIS TABLE.I EXTERIOR ELEVATION: MULTIPLE OPERABLE/FIXED WINDOWS (FRAME SCREW INSTALLED SEMES(FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4" = V—O" NOTE: 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED TO A MAXIMUM OVERALL FRAME WIDTH OF 96". ::O ••_ dl .: 9k S Act y � 04 z •Td3e 1. #', l::kiaa9• \� N o ; IRAWirvG N0. FR 1572 1C SHO7 W0 3 OF 5 FIN ANCHOR — WITHIN 2* OF CORNERS & 8" MAX. O.C. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR w REQUIREMENTS. x LL S n FOR MAX. FRAME WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET j et 5 OPPO611E f, EXTERIOR ELEVATION, SINGLE WINDOW WITH TRANSOM (FIN INSTALLED SERIES 10) SCALE: 3/4' = 1'-O" FOR MAX. FRAME WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET 4" MAX. — — 18" MAX. O.C. V i B2 B2 5 5 v OPPME N S j 9" MAX. R s T — _ S 9" MAX. R fla" MAX. O.C. v NO ANCHORS REQ'D� L'4" MAX. AT HEAD & SILL EXTERIOR ELEVATION: SINGLE WINDOW WITH TRANSOM (FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4" = V—O" ALLOWABLE DESIGN PRESSURE (WINDOW WITH TRANSOM) WINDOW SIZE ALLOWABLE . PRESSURE (POSRNE E T& IN)NEGATIVE) f5E (PSF) 635 6 30 THIS 0 0 z 3 z x w 0 z 0 N N OF Z r FIN SEALANT BY OTHERS BE[ NAIL FIN SEALANT OTHERS SECTION/NOSE IS OPTIONAL AND NEED NOT BE PART OF THE FRAME PROFILE ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR PER "FRAME ANCHOR REQUIREMENTS TABLE" ELEVATION SUBSTRATE BY OTHERS PER 'FRAME ANCHOR 1/4" MAX. SPACE _ REQUIREMENTS TABLE' SUBSTRATE BY OTHERS PER rpU `SERIES 10 FRAME i cy w ���TTTJJJ���TT� x EXTERIOR WINDOW 1/4- MAX. -...... 'FRAME ANCHOR REQUIREMENTS SPACE TABLE" 1/4" MAX. SHIM _ FAT EACH ANCHOR FIN ANCHOR PER OTHERS BY _ ELEVATION OTHERS SEALANT BY SERIES 20 OTHERS BEHIND WINDOW NAIL FIN EXTERIOR FRAME w J-CHANNEL TrV`rT x SECTION/NOSE IS SERIES SEALANT BY _ OTHERS WINDOW FRAME SEALANT BY- �1/4" OTHER MAX. SHIM SEALANTBy----[:` BY OTHERS BEHIND NAIL FIN FlN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER .. SECTION Al "FRAME ANCHOR SCALE: 1/2 FULL B REQUIREMENTS TABLE' _SUBSTRATE BY OTHERS PER '• CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK FRAME ANCHOR TO BE MIN. 3 1/2' DEEP (NOT REQUIRED WHEN SHIM SPACE REQUIREMENTS TABLE" IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SECTION pp SCALE: 1/2 FULL 5 SUBSTRATE BY OTHERS PER 'FRAME ANCHOR REQUIREMENTS TABLE' SEALANT BY� OTHERS y� JII� II —FRAMEa-FR SCREW PER ELEVATIONS "FRAME ANCHOR E%TERIOR REOUIREMENTS TABLE" OPTIONAL (SERIES 20) DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN. SIDES ARE INSTALLED THE SAME) (SILL DOES NOT APPLY) (FOR DETAIL NOT SHOWN. SEE SECTIONS A2/4 h B2/4) FRAME WIDTH — SERIES ID WINDOW FRAME OPTIONAL AND EXTERIOR O w N NEED NOT BE \ o w f PART OF THE `OTHERS BY m F� a FRAME PROFILE OTHERS 9 o ELATION CUP SECTION ELEVATION SCALE: 1/2 FULL 5 1/4' MAX. SHIM AT EACH CLIP ILLATION CLIP SCREW ELEVATION (1 PER CLIP) _T 1.325 —[--� r 0.29 3 0.060� O1 INSTALLATION CLIP (VINYL) s mI. 1/4' MAX. SHIM z �jo � ^ AT EACH ANCHOR FRAME WIDTH SUBSTRATE BY z OTHERS PER i 'FRAME ANCHOR SERIES 20 REQUIREMENTS FRAMEW 3 TABLE' m 00 m S im rcm m FRAME ANCHOR PER ELEVATION EXTERIOR w �i ��3! `STREAM BY OTHERS I`^z ?z' n1L1t•, 11 5 of JUL FASTENERS SHALL BE IN ACCORGWCE Mil THESE DRAWINGS. SPECIFIED ANCHOR TUBED TO BASE RX SHALL BE BEYOND WAL FINISH OR STUCCO. )P6NINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTNLED TO TRWSFER WIND S TO ME STRUCTURE. 'HIM NON -IMPACT RATED WINDOW SYSTEM INSiALUBONS ARE W ALCORDWCE WITH AND MEET TIE REMENTS OF THE FLORIDA BUILDING COOE(FBCL UAL ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE B1E OF RESISTING CORROSION CAUSED BY THE PRESSURE MEWMG CHEMIGVS IN ME WOOD. MTERWS, INCLUDING BNT NOT ❑.RED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR iIALS SHALL MEET THE REOUREMENIS OF FLORIN BUILDING CODE CHAPTER 20. '0 ME BET OF OUR KNOWLEDGE THE WINDOWS SHOWN HEREIN ME CERPFlED & OUAIIY ASSURED BY A M STATE APPROVED CCRFAMON/M ENTRY & SHALL BE LABELED IN ACCORDANCE WITH THE TOO AND M-3 FLORIN BUILDING COMMISSION SPECInCXMNS. WINDOW ASSEMBLY IS NOT PMT OF THIS CRAWING SHILL BE IN ACCORDWCE WITH ME MANUFACTURER'S OUALIIY ASSURANCE SPECIFICATIONS & TESTING RTS. BT .ER➢FIMTON OF THESE WINDOW INSTA TONS SHALL BE CONSIDERED VOID IF ANY OF ME FOLLOWING 5 C 1) THEY ME INSTALLED WITHOUT A BUILDING PERMIT FROM ME MPUMBLE LOLL BUILDING DEPARTMENT. THEY ARE INSTALLED BY ANYONE OTHER THAN A UCENSEO CONTRACTOR EXPERIENCED WITH WINDOW LATONS. 3) IF CHMGES HAVE OCCUMD TO ME PRODUCTS CERTRLMTON ENTRYS CERTIFICATE TUT E THESE WSTMUTIONS TO BE FIN ANCHOR INCORRECT OR INCONS152NT WITH WHAT HAS BEEN TESTED. HE LEAST DESIGN PRESSURE SPECIFIED WITHIN 2" OF EITHER IN MI5 DRAWNG OR IN ME PRODUCTS CERGFX: TON SHAll ROL FOR ME INSTALLED WINDOW. BE DRAWINGS CERTIFY ME WINDOW CORNERS & B" INSTALATION ONLY.WATER PROOFING OF ME DISTILLED WINDOWS IS MAX. O.C. WITH PART OF MIS INSTALATON CERTIFICATION. TNT RESPONSIBNIY SPALL BE THAT OF THE MANUFADIURER w STANDARD x PERFORMANCE ALTERNATE ANCHOR/SUBSEATE EVALUATION RM WINDOWS & 4" ALL ALTERNATE ANCHORS IN THEIR SPECIFIED MAX. O.C. WITH SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE HIGH PERFORMANCE WITH THEIR APPLICABLE STANDARDS AND ARE FOUND WINDOWS. SEE TO BE EQUIVALENT TO OR STRONGER THAN THE x FRAME ANCHOR ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. ro REQUIREMENTS TABLE" ON THIS INSTILATION EVALUATION IS WED ON MPLMIBUE ANCHOR STAKMDS AND/OR SHEET FOR INFORMATION & RESULTS FROM MPUCME TEST RE➢ORIS. ME FLORIDA BUNTING CODE VERSION CONSIDERED WITH ME EVALUATION WAS THAT IN FORCE AT ME TIME REQUIREMENTS. OF ME EVALUATION. IN ME EVENT OF CODE VERSION CHWGES/UPMTES OR IN ME EVENT THAT NEW OR MURON TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TO STADNG CODE. COMPLUNCE WITH THE STATE, ME MWUFACTURM SHLLL CONFIRM WITH THE INSTALLATON EVALUATION ENGINEER OF RECORD THAT THE INSRLIATIONS SPECIFIED HERE -IN ME CURRENT WITH ME MEN CURRENT TESTING, CODE AND MPUCABLE STANDMDS. 48" MAX. FRAME WIDTH C Al 5 B1 5 OP SITE j 1 48" MAX. FRAME WIDTH ---I T-4" MAX. 112 FRAME SCREWS 2 LUVALLT a 5 WHERE SHOWN. 5 v SPACED SEE "FRAME OP I ANCHOR --(— REQUIREMENTS EQUALLY THESE 2 TABLE" ON THIS SPACED ANCHORS SHEET FOR ARE NOT REQUIREMENTS. z REQ'D WHEN �� a WINDOW 9' MAX. LL. FRAME — — HEIGHT IS a 62' OR LESS j (TYE. EACH a SIDE) 9" MAX, w 1 EQUALLY I SPACED EQUALLY SPACED OPENING TYPE FRAME/CUP/NUL FIN To MWINUu MINIMUM I-4• MAX. (SMBSTRATE) OPENING FASTENER TYPE EMBED EDGE OUT. NO ANCHORS RED'D� EXTERIOR ELEVATION' AT HEAD &SILL EXTERIOR ELEVATION - SINGLE WINDOW SINGLE WINDOW IT) SCREWS SERIE5720) . 20 WOOD TRANS OR OR BUCK (MIN. CR.3&O No. 10 sus OR WOOD SCREW 1 1/• 4 3 a /' AM (FIN INSTALLED SERIES 10) (FRAME SCREW INSTALL D SERIES 0) SCALE: 3/4" = 1'—D" SCALE: 3/4' ALLOWABLE DESIGN PRESSURE SINGLE WINDOW WINDOW SIZE ( ) ALLOWABLE MAX. MAX. FIXED SASH ACTIVE SASH PRESSURE FRAME FRAME STILE MEETING NAIL MEETING RAIL(POSRNE WIDTH HEIGHT REINFORCEMENT & (IN.) (IN.) REINFORCEMENT REINFORCEMENT N (GATIVE PST)) \� yY eci •)dcTEj�Yj//7, tz) 36 59.5 ' NO NO . IS GA 33 KSI MEAL STUD NO, 10 CZ 5 SELi iM pRILL SCREW TILL t/2' MIN. 1/8' FAR M5 STEEL NO, 10 OIL 5 SELF iM/DRILL SCREW TILL 1/2' 1. 1/0 MK ww6 TES RUM. N0. 10 CR. 5 SELF TM/DRILL SCREW TILL 1/2' BO CMU/2500 PSI CONCRETE Ix) 1/4" CONCRETE SCREW 1 1/4' 2' (1) INSTALLATION CLIP SCREWS SERIES 20) 2%4 WOOD FRAME OR BUCK (MIN. GR 3 & G=O.55) N0. 10 SANS OR WOOD SCREWt 3 4 / • . 18 G& 33 K51 METAL STUD NO 10 GIL 5 SELF TM DRILL SC 1/0"YIN,tLNO. 10 a. 5 SELF TM BRILL SC1/2' N0. 10 CR. 5 SELF TM DWLLSC t/2" 90 CMU/2500 PSI CONCREH M 1/C CONCRETE SCREW NAILING FIN FASTENER$ SERIES 10) ax4 woo0 FAME aN 10 NO. a x 1 I T Sus / 1 3/B (MIN. GR. 3 & G=0.55) t/2' YES 35 U136 72 YES NO YES 35 �`T •' • e: .^/y Ix1 42 72 YES YES YES sD HIGH PERFORMANCE ? c3 r� Mi V• '� JA �- Izt 48 59.5 NO YES YES 35 WINDOW O) 48 ]2 YES YES YES 35 'Ly '8' ' r v• 0 48 B4 YE5 YES YES 35 N tK •;` ` (1) WINDOW HAS A MAXIMUM 35" TALL BOTTOM T. �+ 0X4 WooFRAME oR BucK (MIN. CR. 3 & C=055) p1 2' % 11 CA ROOFING FOAL I ]/8' 1/2' AIM. t/B' iHK AJ6 STEEL D)N0. 8 GR 5 SELF iM DRRL SCREW TILL 1/2' I. t/B' MK E06}-i5 AWN. P)N0. B GR. S SELF iM/ORRL SCREW TILL I/2' FRAME SCREWS SIW1 BE PAN HEAD OR NIX HEAD SCREW CONCRETE SCREWS SHALL BE ELCO USRANNS. MO CREIE-REX, TW RAMSET/RED HEAD TMCONS OR HILT KN;K-Cox R (HARDENED STEEL _ 4 WINDOW HAS EQUAL TOP & BOTTOM VENTS. d1 " Fnh " OR 55)' WHEN SCREWS ME USED WITH ME WNL FIN, MET MUST BE A WAFFLE HEAD SCREW PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS 3�Rs p^^^ OR HAVE A FUG WASHER AT THE SCRIDN HEAD. L^° ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS ',APES ROOFING NM$ ARE ONLY MPUGBLE AWM $FWDMD PERFORMANCE WINDOWS (N/A WITH HIGH PERFORLVWCE WINDOWS) Ti TITAe SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL I ...... OF FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL_ 48" MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH _ WINDOW WIDTH 2' TO 3' 2" TO 3' -SEE SINGLE WINDOW / ELEVATION FOR FIN CLUSTER FIN ANCHOR REQUIREMENTS & POSITIOONSNS AROUND WINDOWS WINDOW WIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN BUT OVERALL UNR ION ANCHINDIVIDUAL ENDS OSUCH RS TTHAT THERE ARE A TOTAL OF 4 POSITIONED AS SHOWN. SEE "FRAME FRAME WIDTH SHALL ANCHOR CONTROL REQUIREMENTS TABLE" ON SHEET I FOR REQUIREMENTS. , 1111 EXTERIOR EXTERIOR ELR _EVI ATIAT ONI �]_ON: MULTIPLE WINDOWS (FIN INSTALLED SERIES INSTALLED SERIES 10) SCALE: 3/4' = 1'-0" rVN n A. UVLMLL VNII WIUIH, PRESSURE TABLE ON THIS Stt WINDOW SHEET 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL - - 48" MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 4` 4" 4" 4' Al 5 � FRAME SCREWS SEE SINGLE WINDOW ELEVATION FOR FlN WINDOW WHERE SHOWN AT HEAD MULLION END. ANCHOR HS ARE RESTRICTED SEE "FRAME ANCHOR REQUIREMENTS &POSITIONS FINDIDUAL IMENSIONS SHOWN REQUIREMENTS AROUND OVERALL UNIT TABLE" ON SHEET I WINDOWS E WIDTH SHALL FOR REQUIREMENTS. COMROL 1 1 i I iI WSTAMARON WP j ful CLIPS WHERE SHOWN. SEE . INSTALLATION "FRAME ANCHOR REQUIREMENTS TABLE'.ON SHEET 1 FOR REQUIREMENTS. NOTE: CLIPS MAY BE USED AT HEAD ALSO IN LIEU OF FRAME SCREWS ALLOWABLE DESIGN PRESSURE (DOUBLE &TRIPLE WINDOWS) PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. OVERALL WINO SIZE MULLION STILE flXED SASH ACTIVE SASH ALLOWABLE PRESSURE (POSRIVE THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER M. FRAME FRAME REINFORCEMENT REINPoRCENG MEETING RAIL MEETING RAIL g OF THAT SHOWN IN THE INDIVIDUAL WIDTH HEIGHT TEE EINFORCEMENT REINFORCEMENT NEGATIVE) WINDOW'S STATE APPROVAL OR THAT (IN.) (IN.) (PSF) SHOWN IN THIS TABLE. EXIMOR ELEVATION, ELATION, y y MULTIPLE WINDOWS (FRAME SCREW INSTALLED SERIES 20)SCREW INSTALLED SERI S 20) SCALE 3/4" = 1'-0" NOTE: HIGH PERFORMANCE 1, ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. WINDOW 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES. 3. IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING, ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE COMPARABLE TRIPLE UNIT. . ATi'a!;TpAT `ter: �••Y p Pt - i:,i 7 a �: r: :u r,• r4. OF 108' MAX. OVERALL FRAME WIDTH 48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48' MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 2" TO 3^ 2^ TO 3` /// EE SINGLE WINDOW ELEVATION FOR FIN CLUSTER FIN ANCHOR ANCHORS AT MULLION INDMDUAL WINDOW REQUIREMENTS & ENDS SUCH THAT POSITIONS AROUND WIDTHS ARE RESTRICTED THERE ARE A TOTAL WINDOWS TO DIMENSIONS SHOWN OF 4 POSITIONED AS BUT OVERALL UNR SHOWN. SEE "FRAME FRAME WIDTH SHALL ANCHOR w�- CONTROL REQUIREMENTS TABLE' ON SHEET 1 x / FOR REQUIREMENTS. Q 1 i I I EXTERIOR ELEVATION, MULTIPLE OPERABLE/FIXED WINDOWS (FIN INSTALLED SERIES 10) SCALE: 3/4" = 1'-O" 108' MAX. OVERALL FRAME WIDTH 48' MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 4" 4" 4" 4" SIMILAR ¢• q^ q^ q^ 4 FRAME SCREWS SEE SINGLE WINDOWWHERE ELEVATION FOR FINHEAD REQUIREMENTS & POSITIONS AROUND WINDOWS nDA SHOWN AT MUWON END. "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. NDOWANCHOR ESTRICTEDSEE S SHOWN UNIT SHALL CONTROL 1 1 I I 1 ixsuunox uiP j CLIPS WHERE SHOWN. SEE INSTALLATION 'FRAME ANCHOR REQUIREMENTS TABLE ON SHEET 1 FOR REQUIREMENTS. NOTE: CLIPS MAY BE USED AT HEAD ALSO IN LIEU OF FRAME SCREWS PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOWS STATE APPROVAL OR THAT SHOWN IN THIS TABLE. EXTERIOR ELEVATION - MULTIPLE OPERABLE/FIXED WINDOWS (FRAME SCREW INSTALLED SERIES 20) SCALE, 3/4' = 1•-0" NOTE: 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED TO A MAXIMUM OVERALL FRAME WIDTH OF 96'. �«�*tF9!tT9Jf3 F O a 3 z x z 41 S N o_ E2 u, 3v T NO. OF . FIN ANCHOR WITHIN 2' OF CORNERS & 8' MAX. O.C. SEE FRAME ANCHOR REQUIREMENTS TABLE' ON THIS WSHEEF FOR x REQUIREMENTS. 81 5 E n FOR MAX. FRAME WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEEP Al 5 j lo/ B1 5 OPPG9fE 1, Ir a EXTERIOR EL ON: SINGLE WINDOW WITH TRANSOM MNINSTALLEDSERIES 10) SCALE: 3/4' = V-0' NO ANCHORS AT HEAD & ALLOWABLE DESIGN PRESSURE (WINDOW WITH TRANSOM) WINDOW SIZE ALEOWABLE MA% MAX PRESSURE (POSRNE FRAME FRAME & WIDTH HEIGHT (IN.) (IN.) NEGATNE) (PSFj 30 76 36 46 76 30 FOR MAX. FRAME WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET r4' MAX. 18' MAX. O.C. FRAME SCREWS WHERE SHOWN. SEE 'FRAME 9. MAX ANCHOR REQUIREMENTS TABLE" ON THIS SHEEP FOR 9- MAX. REQUIREMENTS. '.EQ'D--""� --E4' MAX. L EXTERIOR ELEVATION, SINGLE WINDOW WITH TRANSOM (FRAME SCREW INSTALLED SERI 20 SCALE: 3/4' = 1'-O' • e •'. dip,. C i .,. A. Z'�7fllii lli�t' 0 WING N0. 1572 SHE N0. 4 0 FIN ANCHOR PER ELEVATION — SEALANT BY OTHERS BEHIND NAIL FIN SEALANT BYOTHERa J-CHANNEL L -CHANNEL SECTION/NOSE IS OPTIONAL AND NEED NOT BE PART OF THE FRAME PROFILE EXTERIOR SERIES 10 WINDOW FRAME SEALANT BYI OTHERS SUBSTRATE BY OTHERS PER FRAME ANCHOR PER "FRAME ANCHOR ELEVATION REQUIREMENTS TABLE" Irr r 1/4' SPACE k SPACE SERIES 10 WINDOW FRAME x w SEALANT OTHERS EXTERIOR SERIES WINDOW FRAME SEALANT BY - OTHERS L 1/4" MAX. SHIM SEALANT BY OTHERS BEHIND NAIL FIN FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER SECTION Al "FRAME ANCHOR SCALE: 1/2 FULL 5 REQUIREMENTS TABLE" CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SEALANT BYJ OTHERS SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE' 20 4" MAX. SHIM EACH ANCHOR 1/4" MAX. SPACE SUBSTRATE BY O HERS PEANR FRAME CHOR REQUIREMENTS TABLE" FIN ANCHOR PER—!' I ELEVATION ,L SEALANT BY OTHERS BEHIND NAIL FIN FRAME WIDTH — SERIES 10 WINDOW FRAME w J-CHANNEL I--I� '% x SECTION/NOSE IS Lf OPTIONAL AND '� EIRERIOR wn NEED NOT BE PART OF THEE•:': SEALANT BY''"'".";.';, FRAME PROFILEOTHERS owa� 1 INSTALLATION CLIP SECTION B7 az a 00 PER ELEVATION SCALE: 1/2 FULL 5 0 °Jn 1/4" MAX. SHIM AT EACH CLIP ,' ::INSTALLATION SUBSTRATE BY OTHERS PER CUP SCREW PER ELEVATION (1 PER CLIP) FRAME ANCHOR REQUIREMENTS TABLE" SECTION 62 SCALE: 1/2 FULL 5 SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE' `FRAME SCREW PER ELEVATIONS "FRAME ANCHOR R EXTERIOR REQUIREMENTS TABLE" OPTIONAL (SERIES 20) DIRECT MOUNT DETAI TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) (SILL DOES NOT APPLY) (FOR DETAIL NOT SHOWN, SEE SECTIONS A2/4 & 32/4) 1.325 �—�--� r 0.293 _T —FI � ® 3" 0.060 J O1 INSTALLATION CLIP (VINYL) 1/4" MAX. SHIM 0 Z ssow Tj o n AT EACH ANCHOR FRAME WIDTH — ; n n _ � o SUBSTRATE BY Z OTHERS PER i V• FRAME ANCHOR SES 20 5 dR` REQUIREMENTS W i TABLE"9 ANCHOR 6FIE a.FRAME PER ELEVATIONVs ZRALANT BY C3c:0 00 . ' ... OTHERS z `moo yea Wiz.. SECTION Bz SCALE: 1/2 FULL .5,''1'I°ir-r \\ rc A .a Vq z o w •0., U fi>' -� a e: o ri Co &'i s Y /�: or rr1I11lA°°° 5 5 �jff Ir."Z .Y�"-.1 ..al�"..-.t.2�("d}�Ci.tjf p.. V V �JM.AAJ'l.ul , t�re 11J� � � Flonda D'(1arimeltd BCIS Home ' Log In User Regiseabon Hot Topics Submit Sumharge sig1f Sr namJ Product AUPOVBI USER: Public User Regulation YfM 9.+ap+flq ug��y� Slats a Facts Publications ! FBC Staff BCIS Site Map Links Search ®' Product Approval Menu> Product or Application Search> Application List> Application Detail �01 FL# FL12625-Rl 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 This product application has Expired Certification Agency Certificates and/or Quality Assurance Contracts. RR Archived Product Manufacturer Trulite Window & Door Solutions, LLC Address/Phone/Email 8130 NW 74th Ave Medley, FL 33166 (305) 887-2646 rperez@awpllc.com Authorized Signature Roberto Perez rperez@awpllc.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ASTM E1300/04 2004 TAB 201194 1994 TAS 202194 1994 TAB 203/94 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/20/2012 Date Validated 04/27/2012 Date Pending FBC Approval Date Approved 05/06/2012 Summary of Products FL # Model, Number or Name Description 12625.1 Series 10000 PVC Till Single Hung Large and small missile impact resistant with insulated ' laminated glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 R1 C CAC 12011819Cert.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/22/2014 Design Pressure: +70/-70 Installation Instructions Other: Glass lites wider than 36" shall have two setting blocks FL12625 R1 II 120118191nstall.odf per FBC requirements Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.2 Series 10000 PVC Tilt Single Hung Non impact resistant with insulated glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 R1 C CAC 12011820Cerl.odf. Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/22/2014 Design Pressure:+65/-125 Installation Instructions Other: For use outside HVHZ, the maximum pressure is limited FL12625 Rl II 12011820Install.odf to +/-65 psf (Load Test). Glass lites wider than 36" shall have Verified By: Miami -Dade BCCO - CER two setting blocks per FBC requirements Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.3 Series 1700 Aluminum Single Hung Large and small missile impact resistant with monolithic laminated glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 RI C CAC 12011817Cert.odt Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/29/2014 Design Pressure:+90/-140 Installation Instructions Other: Glass files wider than 36" shall have two setting blocks FL12625 R1 II 120118171nstall.odf per FBC requirements Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.4 Series 2500 Aluminum Single Hung Large and small missile impact resistant with monolithic laminated glass Limits of Use Certification Agency Certificate , Approved for use in HVHZ: Yes FL12625 R1 C CAC 12011818Cert.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/01/2015 Design Pressure: +70/-90 Installation Instructions Other: Glass lites wider than 36" shall have two setting blocks FL12625 RI 11 12011818Install.odf per `BC requirements Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.5 Series 580 Aluminum Single Hung Non -impact resistant with monolithic glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 R7 C CAC 12011816Cert.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/14/2012 Design Pressure:+60.0/-210.0 Installation Instructions Other: For use outside HVHZ, the maximum design pressure is FL12625 R1 II 120118161nstall.odf limited to +/-60 psi (Load Test). Glass Iites wider than 36" shall Verified By: Miami -Dade BCCO - CER have two setting blocks per FBC requirements Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us:: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The Slate of Florida is an AA/EEO employer. Copyright 2007-2D13 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 850.487.7395,'Pursuant to Section 455.2]Sp 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 here . Product Approval Accepts: 0 � El M 5CCaYIriht ETith5 FloridaPepaftmentl BCISHome Login User Registration Hot Topics Submit Surcharge Professional @UPSrEoRd: UUerOVal Public Regulation '15 State & Facts Publications FBC Stall BCIS Site Map Links Search ®' Product Approval Menu> Product or Application Search> Application List> Application Detail 1f-r`F FL q FL12625-Rl 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 This product application has Expired Certification Agency Certificates and/or Quality Assurance Contracts. RR Archived 0 Product Manufacturer Trulite Window & Door Solutions, LLC Address/Phone/Email 8130 NW 74th Ave Medley, FL 33166 (305) 887-2646 rperez@awpllc.com Authorized Signature Roberto Perez rperez@awpllc.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ASTM E1300104 2004 TAB 201194 1994 TAS 202/94 1994 TAS 203/94 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/20/2012 Date Validated 04/27/2012 Date Pending FBC Approval Date Approved 05/0612012 Summary of Products FL # Model, Number or Name Description 12625.1 Series 10000 PVC Tilt Single Hung Large and small missile impact resistant with insulated laminated glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 R1 C CAC 12011819CerLodf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/22/2014 Design Pressure:+70/-70 Installation Instructions Other: Glass lites wider than 36" shall have two setting blocks FL12625 RI II 120116191nstall.odf per FBC requirements Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.2 Series 10000 PVC Tilt Single Hung Non impact resistant with insulated glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 R1 C CAC 12011820Cert.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/22/2014 Design Pressure:+65/-125 Installation Instructions Other: For use outside HVHZ, the maximum pressure is limited FL12625 R1 II 120118201nstall.odf to +/-65 psi (Load Test). Glass lites wider than 36" shall have Verified By: Miami -Dade BCCO - CER two setting blocks per FBC requirements Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.3 Series 1700 Aluminum Single Hung Large and small missile impact resistant with monolithic laminated glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 RI C CAC 12011817Cert.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/29/2014 Design Pressure: +90/-140 Installation Instructions Other: Glass lites wider than 36" shall have two setting blocks FL12625 R1 II 120118171nslall.odf per FBC requirements Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.4 Series 2500 Aluminum Single Hung Large and small missile impact resistant with monolithic laminated glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12625 R1 C CAC 12011818Certodi Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/01/2015 Design Pressure:+70/-90 Installation Instructions Other: Glass files wider than 36" shall have two setting blocks FL12625 R1 11 120118181nstall.odf per FBC requirements Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.5 Series 580 Aluminum Single Hung Non -impact resistant with monolithic glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 R7 C CAC 12011816Cert.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11114/2012 Design Pressure: +60.0/-210.0 Installation Instructions Other: For use outside HVHZ, the maximum design pressure is FL12625 R1 II 120118161nstall.odf limited to +/-60 psi (Load Test). Glass lites wider than 36" shall have two selling blocks per FBC requirements Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports '.. Created by Independent Third Party: Back Next Contact Us:: 1940 North Monroe Street, Tallahassee FL32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement: Refund Statement Under Florida law, email addresses are public records. If you do not want your email 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, plane contact 850.487.1395.'Pursuant to Section 455.27511). 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 ¢mails provided may be used for official communication with the licensee. However email addresses are public retard. II 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: CFx4 12 A`CUI'Ily'\1I TRIk MIAMI•DADE MIAMI-DADE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidode.eov/Bern/ Trulite Window & Door Solutions, LLC 8130 NW 74"' Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 111700 Impact View" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", shoats 1 through 6 of 6, dated 11/19/03 with revision H dated 12/23/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0930.02 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0118.17 Expiration Date: April 29, 2014 Approval Date: March 15, 2012 T_ Page I Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets I through 6 of 6, prepared by Al-Farooq Corporation, dated 11/19/03, with revision H dated 12/23/11, signed and sealed by Javad Ahmad, P.E, B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3822, dated 07/10/03, signed and sealed by Joseph C. Chan, P.E. (Submitted underNOA# 05-031L01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram aluminum horizontal sliding window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4332, dated 12/09/04, signed and sealed by Edmundo Largaespada, P.E. (For Reference Only - to qualyyglass types C & A). (Submitted under NOA# 09-0311.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 12/01/08, 09/03/10 and updated on 01/04/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). 1Vi"anu P rez, P.E. Product Con xaminer NOA No. 12-0118.17 Expiration Date: April 29, 2014 Approval Date: March 15, 2012 E-1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No..11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10. 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to "Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10/28/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC' issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01/22/10. 6. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC. G. OTHER 1. Notice of Acceptance No. 10-0930.02, issued to Arch Windows, LLC dba AWP, for their Series "1700 Impact View" Aluminum Single Hung Window — L.M.I., approved on 01/06/11 and expiring on 04/29/14. Ms nuel rero, P.E. rroduct Contr l aminer NOA No.12-0118.17 Expiration Date: April 29, 2014 Approval Date: March 15, 2012 E-2 FALSE MUNnNs FALSE MUNIINS ]' MAX. 13' MAX. (SURFACE APPLIED) ]' MAX. 13' MAX. (SURFACE FA U APPLIED) aV {/A MAY BE USED HagCORN RAT HEAD S CORNERS A T HEAD O I, AUDL ANCHORAT „ M01. ANCHORNTT.F• W 11 II SEEMCNPASS II li AT M. STILES 4( o II fl CAPACITY II SEE CHARTSMRL� II II II 1 FOR CAPACITY Q ° V 7l —u "4 ---- ii c ii •/ II O G � 0 0 ii ii 0 B ii ii E�E O o H p if �g^bm 0 �Q .W�1 u 4 z M n n al 4 n 11 j3n C ii ii C ii ii $ m 3�q ]' MAX. 1S' WINDOWS WRHOIRSU D.L. OM. CORNERS AT SILL p Q� SEE HERS WINDOWS \W1H 4] 1/A' g Q1n FOR CAPACRIES 5D 1/8' SILL ANCHORS I° VENT WIDTH SEE SHEET 3 13.1- On. 53 1/8' FOR CAPACITIES SO 1/8' 2 3 r i0 7 WIWIWINDOW DTH VENT WIDTH 2 S " 53 1/3' g 'S ZLL A TYPICAL ELEVATION WINDOW WIDTH �1 h G TESTED UNIT 9 R o gyros SERIES-1700 IMPACT VIP.iY ALUMINUM SIN -LE�HUNG IVINDON DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I Fg� B CHARTS SHOWN ON SHEETS 2 & 3. n' R o�Fg APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS yy SS R OF S.H./S.H. OR SINGLE HUNG WITH OTHER MWAI—UADE COUNTY a a 5 APPROVED WINDOWS USING MIAMI—DAOE COUNTY APPROVED MULLIONS y e IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. I THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o w u x HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. Om° JAI µMAD PRODUCTRBVISED q 3° EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTER$ ARE NOT REQUIRED. T O'pN. SSEBSpp R,ilding Coda i811he Flarlda I 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ME BmifZnaed. NOT PART OF THIS APPROVAL. ^,T,/ IAA1; /1 1 , nn5a ilnl,n Date (4 o Ij o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. C' . 7#OMYV 11' YO mY drowings no. MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT COME j M MCA W03 1 05 INTO CONTACT WITH OTHER DISSIMILAR MATERWS SWILL MEET THE REQUIREMENTS OF THE FLORIDA BLOG. CODE SECTION 2CO3.8.4. I I sheet 1 of 6 EgvAL LH'SS WINDOWS DESIGN WAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'A', 'C' OR -D' WIDTH HEIGHT EIl(+) 1NL(-) 19-1/8' 26-1/2- 32 3]' 42' 48' 53-1/8' �1) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 - 90.0 140.0 19-1/8° 26-1/2' 32' 1. 42' 48" 53-1/8° 38-3/8" (4) 90.0 14D.0 90A 140.0 LOG 140.0 90.0 140.0 90.0 140.0 90.0 140.0 9D.0 129.1 19-1/8' 26-1/0 32 37' 42' 4a' 53-1/w (6) LLO 140.0 90.0 140.D 90.0 LIDO' 90.0 140.0 90.0 140.0 90.0 140.0 90.0 139.7 19-1/5' 26-1/0 30 37' 42' 48' 53-1/5' 63° (6) 90.0 140.0 90.0 140A 90.0 140.0 90.0 140.0 90.0 140.0 90.0 126.6 90.0 115.2 19-1/e' 25-1/2' J2' 37' 42' 48' 53-1/6" 94-1/4° (6) 90.0 140.0 MO 140.0 MID 140.0 90.0 140.0 90.D 124.7 90.0 109.1 90.0 98.6 42' 'RI 53-1/8' 63' (2) 90.0 140.0 90.0 140.0 90.0 135.5 02' 46' 53-I/9' 24-1/4" (2) 90.0 140.0 90.0 127.3 90.0 115.0 b • N. PARENTHESIS INDICATE NO. O. OF ANCHORS PER JAMB. x Q r` UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PST WINDOW DIMS. GLASS TYPES 'A', 'C' OR '0' mom HEIGHT EKL(+) INT.(-) 26-1/2" 32' 37' 42' Ie° 53-1/8" S9-5/8' (S) 90.0 140.0 SOO 140.0 9D.0 140.0 9D.0 140.0 90.0 140.0 90.0 133.3 90.0 120.5 19-1/8' 26-1/2- 32' 37' 42' 63° (a) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 1W.0 19-1/e' 26-1/2° J2° 94-1/4- (T) 960 140.0 90.0 140.0 90.0 140.0 IN VMI,NHHE 15 INDICATE NO. OF ANCHORS PER JAMB. 1YIND0}YS 1YITHOUT SILL ANCHORS S' ANN. GLASS .090' PVB INTERLAYER SAFLR/KEEPSAFE MA%IMUM BY 'SOLUM' -3/18° ANN. GLASS F 2 :NING 1199 i MOREHEAD 5731 i' HFAT SIREWD OIASS .090' PVB IN ERIAWR SAFLEK/KEEFSAFE MAKIMUM W 'SOLUTW �3/I6- HEAT STREN'D GLASS BLAB NNYL / I GLASS TYPE 'A' GLASS TYPE 'C' GLAZING OPTIONS HEAT SIREN'B GV55 0' INTERL!nER IPONT BUTACITE PV8' -3/16' HEAT MEN'G GLASS 2NINC 1199 s DOW CORNING 1199 GE 280D MOREHEAD 5731 ii Ii SCHNEE MOREHFAD 5731 ii !i !i II II GLASS TYPE 'D' NOTE: GLASS CAPACHIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 B 12012 no. 105 ro�u 3 Fit ° d� Z W ♦ es f a I R� °u a� O m cy Own a$o O �0m� x 0 LLzA J DmJ ao • NO. IN PARENTHESIS INDICATE �+ NO. OF ANCHORS PER JAMB. O gg v 53-1/8 x n NINDOWS IVITH ¢� SILL ANCHORS s .a xM a a o n - 3 Z 6MR mM O �B °?.i 33 j 3'S3 yy5g 90.0 140.0 d33 N4$JJ�- 90.0 IMA • N0. IN PARENTHESIS INDICATE 0OPnC N0. OF ANCHORS PER JAMB. s on". JAW AH✓AD CML NRODUCI'RDYISED 4 m 0 C _ F.Ui SSJ892 Duildi^g Ca�dc ��e Flmide A-Cpti mND AacPima $ 3 ' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM SEC. GUSTS) t.m ryjl B9 praduu drawing no. I AND FLORIDA BUILDING COMMISSION BUILDING O I JA W0 w F DECLARATORY STATEMENT DCA05-DEC-219 12012 3of 6c sheet 3D1 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF p WINDOW DINS. GLASS TYPE$ 'A', 'C' OR 'D' WIDTH HDCM !M,(i) 1Ni.(-) 19-I/B• 28-t/2° 3z• JT aT ae• ��) 80.0 140.D 90.0 140.0 eo.o 140.0 90.0 1W.0 90.0 140.0 9D.o t4o.o 90.0 140.0 19-1/8• 28-1/2• 32' 42• 4D' 53-t/B• (4) 90.0 14o.D 90.0 140.0 90.0 140.0 90.0 140.0 sD.D 14D.D 90.o ta0.0 18-1/B• 28-1/Y 32° 3]' 46° g0-5/B" 90.0 110.0 90.0 140.0 90.0 140.0 90.0 140.0 60.0 1g0.0 eo.o l40.0 19-1/B' 26-t/2' 32° 3]• 42° IB' sJ-1/e" 8d• (8) 90.0 140.0 90.0 140.0 90.D 140.0 aD.a 1aD.o 90.0 140.0 90.0 140.0 aD.o Izzs 19-1/e• 26-1/2' 32° 42' 48' SJ-1/8' (b) eo.o l9D.o 90.0 t4o.o 90.0 I40.D 90.0 140.0 9D.0 136.3 eD.0 113.E 42• �. 63• 80.0 _ 190.0 140.0 90.0 a2' 90.0 140.0 UNEQUAL LTT6 WINDOWS DESIGN LOAD CAPACITY - PSF IIINDOW DINS. GLASS TYPES 'C' OR 'D' WIDTH 19-t/8" 26-1/2' 3z• 3]' 42° 4fi" 5}t/e' 50-5/B' (5) 90.0 140.0 90.0 I60.0 9D.o IaD.D 90.0 140.0 90.0 140.0 9D.0 I4D.0 90.0 140.0 19-1/6' 26-1/2° 32' 3)• 4z• W" (b) 90.0 140.0 BO_0 80.0 140_0 140.0 8D.0 140.0 eD.o 14o.D to-t/s• 26-1/2° 32' ]4-1/4• (7) eo.o 140.0 90.0 t40.0 80.0 190.0 mli I �_wu �� momomwas _ OO a s O WOOD BUCKS AND METAL STRUCTURE NOT BY TRULTE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA ULTRA .ON BY 'M O' RU-ITT K9, Fy-155 M) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA, SELF DRILLING SCREWS (Cw E 3 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (0083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,112 SMS OR SELF DRILLING CREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901) (NO SHIM SPACE) TYPICAL 0 DISTANC INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Fe a 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS F. - 2000 PSI MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 1 WEEPHOLF,S: F"9° JgVA° JAW PRODUCTRBV1SED Cml Ny„,S..im Ow FlUAda W1 yylNin fLA PE 3/4" WEEP NOTCH AT EACH END CAN. S)059T.Tao R CoEe W2 = 1" WEEP NOTCH AT EACH END qActt111mm No - t 12012 IfN OnEMIa /y�. N 1M m aProJ l 4,v T S 1 0l ��V 31 Q W F �? d F OB1 o IL Q OG O 'o O X 1<4 K� D METAL LL Z n o SMUCNRE MMMI-GAGE COUNtt J 0 a APPROVED MUWON TYPIGLL ANCHORS k MUWON ANCHORS SEE EM. FOR SPACING Q 3: oj 1/4' MA%. 0 LOAD BEARING SHIM 2� s 9 Jm- M 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING _ WINDOW WSTH WINDOW WIOTH O O 1/4° N VELA! WIDTH (] I/4' MAX. LOAD BEARING B£ LOAD BFARINC SHIM 6HIM BY WOOD BUCK 16 0 ) TYPICAL ANCHORS SEE ELM FOR SPACING OR 3 3 WO SIRUCNft IN o' :BS� — - - - En9r: J VAD IHN.AU Y4OIDULTRE.{415Ep � ,r CNIL 3 I - - FlC PE'p DO AY6AwIEELYI^R W�@Pl4FiA8 3 IIL CAN, ISJB AYC 1anw No - y 3� S EXTERIOR pp S R ptmlion Wm L /¢ 9 5 D.L. OPO. 6y ' AN 012 Y� 4y I erawingo nD. __. WINDOW WIDTH 6903-105 sheet 5 01 6 _ N'EN q PART p GROG. DESCPIP'I'ION LIATRRIAL MANP./BUPPW6R/AENARI(9 1 YE-1)00 I FRAME NEM fiOfiJ-i5 - 2 YE-1)01 1 FRAME SLL BOBJ-15 3 YE-1)02 2 FRAME JAMB fi0fi3-i6 4 TE-pOJ 1 Fl%ED MTG. RAIL Ba63-TS - 3 YE-1]04 I YENi LOP MIL 6083-TB - 6 TE-I)OS TE-1]OB I 2 VENT BOTRIM PAIL BOe}TS VENi SIDE MIL BOBS-TD B YE-1]0) AS ROD. CUZING eU0 BOB}TB 9 TN-180] 2 RWNfORCWC BARS, FULL LENCIN 5]EEL 1/4' % I- F, 0 YE-1]O6 2/VEM VEM UTLN O e° FROM ENDS 606J-15 - I 11 2 UTLH SPRING - - i 12 YH-)16 2/ VENT GAAI UJCK O 11' FROM EACH END 1J YP-62 2/ UTCH CAN LOCK SCREWS - - 19 YH-B22 AS REOD. ZED. BVIB PILE W'SROPPWG SUIINAN k SULWPN IB VH-6009 AS fIN GFAL W'SIftIPPIND _ ULIPAFAB 18 YF-10 AS PEOD. FPAIiE/VENf ASSEM6LY SCREWS /6 % 1' P.H. SNS 1) - AS RE00. FIX. MIC. MIL ASSEMBLY SCREWS ' 18 - 2 VELA) GLADE PLASTC - 19 - 3 GUIDE SCREWB - SfdS 20 - 2/VFNi SPRING AND PULLEY BAUNCE - MLOWELL 21 3 OPEN CELL FOAM PAD (1' % 1/2' % I-1/2'7 TAIE r-3.0q 062 I819 t�741 r1.470-1 2.[52 //160 u Q as FRAME HEAD 3]4.060 O 0 C Cm 8 FRAME JAMB O a ¢ C O mmp 0 w �1 .6]0 1 5.334 k46 916 / .1 t�mQ Q W Y .0623I507 VEM LATCH MEETING RAIL 1.050 '0 5 16 � > gab 2.S6J .375 1.48t GLAZING BEAD 2 4 m .939 —L160 .062 2.000 / .062 1. 4 4. 1.12J I % wx °www VENT TOP RAIL VENT SIDE RAIL i U 3 2.461 .865 c m? ro_ D 062 FRAME CORNERS DETAIL u o L ; B � V 1.624 2.05 3.536 1.263 I V�J.013 3.038 6oqi' JnCm`Ali61Rp PRODUCFREVISED I f1A PE / ]0592 . mplymgwilhlho Flodd4 CAN. 530 BViMing Cock I6 Acr<Pmnw No 'A�14 Ex imlionnpe LU i1lCF.T 1�� 20�2 By Miu i Pmdun 1.340 O drawing no. ade a /l//J�Ury�(A�_ry1\" WO3-105 VENT BOTTOM RAIL FRAME SILL VENT CORNER TAI DEL (sheet 60(� mm MIAMICOUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovMcra/ Trulite Window & Door Solutions, LLC 8130 NW 74fh Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 111700 Impact View" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, dated 11/19/03 with revision H dated 12/23/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0930.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0118.17 Expiration Date: April 29, 2014 Approval Date: March 15, 2012 Page 1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, prepared by Al-Farooq Corporation, dated 11/19/03, with revision H dated 12/23/11, signed and sealed by Javad Ahmad, P.E, B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3822, dated 07/10/03, signed and sealed by Joseph C. Chan, P.E. (Submitted underNOA# 05-031L01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram aluminum horizontal sliding window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4332, dated 12/09/04, signed and sealed by Edmundo Largaespada, P.E. (For Reference Only - to qualify glass types C & D). (Submitted under NOA# 05-0311.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 12/01/08, 09/03/10 and updated on 01/04/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). c./ IVianu P rez, P.E. Product Con xaminer NOA No. 12-0118.17 Expiration Date: April 29, 2014 Approval Date: March 15, 2012 E-1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10. 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to "Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10/28/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01/22/10. 6. Certificate of registration 'of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC. G. OTHER 1. Notice of Acceptance No. 10-0930.02, issued to Arch Windows, LLC dba AWP, for their Series "1700 Impact View" Aluminum Single Hung Window — L.M.I., approved on 01/06/11 and expiring on 04/29/14. M nucl r , P.E. Product ContrdLWaiainer NOA No. 12-0118.17 Expiration Date: April 29, 2014 Approval Date: March 15, 2012 E-2 O FALSE MUNRNS ]• MA)(. 13" MAX, (SURFACE APPUED) FALSE MUN11N5 HEAD A AT HEAD MAY BE USED ]HEARD 13` MAX. (MAY BE USED RFACE MEP) AV n A SAT HEAD m CORNERS CORNERS 2 In 3 O mm � n u ADOL. ANCHOR ADOL. ANCHOR H AT MG. STILES li ii AT MTO. SKIESSEE CH Q 1 it FOR C<PAACISIY II SEE CHARTS u II IF II FOR CAPACITY Q ,O�„ u II 11 IL 66! 2 4 � o ii % ii O to D ii ii �1 O o m 'I X5ED C .I "gym of W O`sn�n 4 x 3 � • U 11 /� II f " �d ^ � i II //�� II B'ZI"11— n O ii ii SS C ii ii sP ❑ n n n � mz ]` W. 1 T MAX. "z G n 47 1/4'� CORNERS AT SILL s u WIN M WITHOUTSILL PNCNORS D.L. OPG. gIJ SEE SHEET 2 50 t/8• SILL ANCHORS 47 t/4" p <� FOR CAPACITIES D.L ONG. 5 YENT SJ It/BTM SEE SHEET 3 FOR CAPACRIES O ^IM'1 so t/B a MOM WIDTH VENT WIDTH sa I/B` �zLL TYPI A EVATION wlNDow wlDix S o R TESTED Limab M w SERIES-1700 IMPACT VIEW 0 ALUMINUM SINGLE HUNG WINDOW DESGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I c a CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS g W R E OF S.H.OR SINGLE HUNG WITH OTHER MIAMI—PROF COUNTY c 9 APPROVEDED WINDOWS USING MIAMI—PROF COUNTY APPROVED MULLIONS dS $ g IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL j WILL APPLY TO ENTIRE SYSTEM. 1 I of mggo� oo@as THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m _ 2 $ a.T REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). O WOOD SUCHS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2g Q ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. E"y''IAVAD --D p On. PRODDCFREVISBD 0 33 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. M. PE B %a5ex 3romplying wBhlhe Ftmida C 3 1 cAN..asde O0i1dih0.Code ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE gttepinnoe NO NOT PART OF THIS APPROVAL E irelimrpaIn A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO IYOOD ONLY. ^ O ,11'2� mY tlrawing no. MATERIALS INCLUDING BUT NOT LIMBED AT S'TFPL/MALL SCREWS, THAT COME MI Pro Can REQUIREMENTS CONTACT WITH OTHER DISSIMILAR CO ER SE SHAH MEET THE WO.3—� OS REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. I 1 sheaf 7 of 6 EQUAL LITE9 WINDOWS 0 o ��U 2 K �d n Ja OHS f' q o 0 0 V 6rC 0 OG v w Oo N ef a a a $ It IL z m - Q��L O • NO. IN PARENTHESIS INDICATE R NO. OF ANCHORS PER JAMB. yj QKQ WINDOWS WITHOUT 8 ¢e SILL ANCHORS s al 3/16" ANN. GLASS 3/16• HEAT STREN'D GLASS 3/16• HEAT STRVHD GLASS g 3 .090• PYB INTERLAYER PVB INIERLAYER SM'LIX/KEEPSAFE MAXIMUM .090" SN1IX/KEEPSARE MAXIMUM .HIO' INTODAYER 'CUPONT BY 'SOLUTLA' BT 'SOWN' BUTACRE PV6' 1>: ha .! 3/16• ANN. GLASS 3/16• HEAT SIREN'D GLASS J/I6• HEAT STREN'D GLASS iiiXXX C BULB VINYL yI YH-622 BULB VINYL YH-622 BULB VINYL YH-622 i m SILICONE CORNING 1199 i m SILICONE OOW CORNING 1199 z SILICONE s OOW CORNING 11B9 GOW E 2E00 li II SCHNEE MOREHFAD 5731 li SCHNEE MOREHEAD 5731 ii SCHNEGE 2800 GE E MOREHEAD 5731 i� �i li y Ij ij Ij {j uy6 II 11 li li O it ij v5 p 5 9 Y$$a,•'i GLASS TYPE 'A' GLASS TYPE 'C' GLASS TYPE 'D' • NO. IN PARENTHESIS INDICATE - w 9 $ x NO. OF ANCHORS PER JAMS. 3 o W GLAZING OPTIONS ' B . EnF.L �ingM AI rRwuCFREviSED �D+.id D,a FlodBa crva, mjld F. PE i T ft ]a99z Acmpl..N 0A.x. 5J9 Aacegence ND 99 NOTE: _ E. im.. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM FLORIDA E1300-04 (3 SEC. GUSTS) BUILDING I ON ,� 1 2w Mi®R PTod+n drawing no. WO3-105 w I DECLARATORY STATEMENT DCAOSAND DEC-219 1 fiheot 201 6 DESIGN LOAD CAPACITY - PSF 0 � WINDOW DIMS. CW33 TYPES 'A', 'C' OR 'D' WIDTH NEIONi E%T.(a) 1NT.(-) 19-1/e' 26-1/Y J2" A' A2° 46• 53-1/8• �<) 90.D 190.0 80.0 140.0 90.0 140.0 90.0 140.0 80.0 I40.0 90.0 140.D 80.0 140.0 19-1/B' 28-1/2" 32' m• az' 46' Ja-3/e• (a) 90.0 140.0 90.0 1/0.0 90.0 190.0 Bo.D l40.0 eo.a 14D.o 80.0 1/0.0 18-1/8' 29-1/2° J2' JY 62' 48' 5J-1/0' S0-5/e° (6) 90.0 140.0 80.0 140.0 e0.0 140.0 90,0 140.D 90.0 190.0 140.0 90.0 80.0 IJ9J re-1/e' 28-1/2' Jz' 3T' 62" 46' SJ-1/e' eJ' (e) 9o.a 140.0 90.0 140A eo.o t4o.o 80.0 140.0 BD.0 140.0 80.0 120.8 80.0 110.2 19-1/0' 26-1/2' 32• 42' 48" 5J-1/e' (6) 90.0 140.0 80.0 140.0 90.0 140.0 90.D I26q 90.0 109.1 90.0 96.8 42" 48" 6J• 80.0 ta0.0 90.0 140.0 42 OB' T4-1/4" 80.0 160.0 B0.0 12i.3 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSP WINDOW DIMS. GLASS Trres 'A', 'C' OR '➢' WIDTN HEIGHT IXi.(4) INi.(-) 19-1/8' 26-1/2' J2' J>° 42' 48' SJ-1/8' S0-5/8' (5) 80.0 140.0 80.0 140.0 BD.O 140.0 90.0 140.0 80.0 140.0 9D.0 IJJ.3 80.0 1205 19-1/0' 28-1/z' 32' 3)• 42' 8]" (e) 90.0 if0.0 90.0 140.0 140.0 140.0 140.0 d9D.O 140.0 O i " n 3 xt ; Z n 0 z n J< O F t5S ry + 6 npp a goo iQbo H o w OG < Dapp �iQ4 qxq 0 m a g (mr�j Q z i F O • NO. PARENTHESIS INDICATE g R N0. OF ANCHORS PER JAMB. O o � <� MNDOWS WITH SILL ANCHORS dl i n 3 r � $ € 34 nR ao E C O 8aqqa p �5 w$$� NO. PARENTHESIS INDICATE O N0. OF ANCHORS PER JAMB.R]T O x 'O,qr. JAv�AHNAD PRODUCPREVISED .e RA N. S B592. CAN. ➢nidingyCade i00ie Flmidn AccePlanw No .. ., �. NOTE: ^ Gpimlion Detc �¢. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASRA E1300-04 I SEC. GUSTS) AND FLORIDA BUILDING COMMISSION My Pr a tr o drawing no. w w DECLARATORY STATEMENT OCA05-DEC-219 JA 12012 W03-105 sheet Sot g Equal ores w1rv➢Dn's DESIGN MAD CAPACITY - PEP 0 � WINDOW p1E13. GLASS TYPES 'A', 'C' OR 'D' WHEN HdOM EM.(+) INL(-) 18-1/B' 26-1/Y 32" 3>' qY 4B" SJ-1/B' 26° (4) 90.0 I60.0 90.0 f10.0 B0.0 1g0.0 90.0 110.0 90.0 1I0.0 90.0 140.0 80.0 1g0.0 19-1/B' 26-1/2" 32' 3Y 42' 40' 5}-1/B" JB-J/B' (4) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 1W.0 19-1/e' 26-1/2" Sz JY 42' 48' so-s/B° (6) 90.0 140.0 90.0 lID.O 9o.a t49.D eo.a 14D.o 80.0 140.0 80.0 190.0 19-1/6' 26-1/2' 32' A' 42' 48' 53-1/B" BS (6) H0.0 110.0 90.0 140.0 eO.D 190.0 90.0 140.0 80.0 Ig0.0 80.0 1W.0 90.0 1226 19-1/0' 32' 12' 48" 5J-1/6' (6) 90.0 14D.0 8D.0 140.0 B0.0 140.0 90.D IJB.3 90.0 11J.6 42' q0" 83• 90.0 90.0 160.0 Ig0.0 4B' 90.0 140.0 UNEQUAL LITE9 WINDOWS D631DN LOAD CAPACITY - PRO WIN➢OTT DIMS. GLASS TYPES 'A', 'C' OR 'D' WIDTH NEICHi 18-1/B" 26-1/2' 3>' 42° 48' 63-1/8' S () 90.0 140.0 90.0 140.0 80.0 140.0 90.0 140.0 90.0 11D.0 H0.0 140.0 19-1/B' 32' A" 42' 8]° (B) 9D.0 149.0 90.0 Ig0.0 80.0 190.0 80.0 140.0 19-I/B' 26-1/2" 01-1/1' 80.0 140.0 90.0 110.0 O FPi W SEE EUX. FOR SPACING_\ WOOD O N a i li a n USE M a SEE SI SEE El SILL WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, Ul TRA .ON BY ' O' (Fu-177 KSI. 71=155 KEI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THIRD 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090-) (NO SHIM SPACE) TYPICAL 0 DICTAN INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS F'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I". = 2000 PSI MIN. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. i WEEPHOLES: S'pn dA4A° ^""� M PE /L T0592I WI = 3/4" WEEP NOTCH AT EACH END CAN. 5wD W2 = 1" WEEP NOTCH AT EACH END � ' N 11 Z012 w B VRODUCTRLNI6BD m 01Yi^R wiNlha Flmlda ! � '� SuildihR Code - _ �, Sx�p el�anwta/2 O/Q- � a $ c Minn Pro I draw ng no. W03-105 NANP./SUPPLIER/pRMARK6 1 YE-I]00 I GRAAE HEAD 60fi3-TB - 2 YE-I]01 I FRAME SILL 6003-T6 J YE-1]02 1 FRAME JAMB 606J-TB A YE-1]DJ I FIXED MG. RAIL fi06J-T5 8 VE-POd 1 VENT LOP PAL 606J-15 e ] YE-1]00 TE-006 1 2 VENT BOTTOM PAIL fi063-15 VENi SIDE RAR. 6083-i5 e TE-It0] AS ftpp. CVSING BUO 8083-T6 e YH-IBp] 2 REINFORCING BMp, FULL l£NCTH STEEL 1/4" % 1' 10 YE-IJO6 2/VEM VEM uTCH O fi' FROM ENDS 6063-TB - 11 - 2 'CHSPgINC - - 12 YN-t10 2/ VENT oVA LOCK O 11' FROM EACH ENO - - 13 YP-62 2/ IATCH GVA LOCK SCREWS - - 19 YH-022 AS REED. BULD PILE Y(STRIPPWG - SULINPN & SULWAN IS VTi-6009 AS REGO. RN SEAL W'SfRIPPING - ULTMFAB IB YF-f0 AS PE00. FRA4E/VENT ASSEM6LY SCREWG /B X I' P.H. SNS 1> AS RE00. ICL AFC. RAIL ASBEHBLY SCREWS B10 X 1° P.N. QM ' IB - 2 VENT GUIDE PLASTC - 19 - 2 GUIDE SCREWS - SACS 20 SPRING AM PULLEY BALANCE - CAIDWELL 31 2 OPEN CELL fOPM PAD (I' X I/2° % 1-1/2y YAE 0 Z �e V 0 yyu O Q @ LL � n a0g C n < G �OWG tar N NEFAL LL STRUCTURE MIAMI-DME COUNTY J OOQ APPROVED MULLION TYPICA ANCHORS & MULLION ANCHORS SEE ELEV. FOR SPACING Q 1/i' MAX. O LOAD BEARING SHIM $ -_-_ _ _ _- R d 3 w S yyfZMe � M 8 3LL$ TYPICAL ANCHORS b n SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH W 3 O O1/4' NAY. EN WIDTH AD MAX. LOAD SEARING x LOAD BEARING SHIM y a 33 SHIM IS o N lY 3 6Y W000 BUCK 16 20 ] r. TYPICAL ANCHORS I'VyV SEE ELEV. FOR SPACING x OR mYz WO STRUCTUR _ ca$'' _ o ✓9OIDUCSI1GVf6EP m 3 I - M PE pL)B AAA TDg,cX wRDRI@PIRiiCd = \ i 11I(I„— C.AN ]SSB llm.'di+IR Code g. I ' MAWbvw No 3 EICTERIOR C pMO.Due p.L. ovc. y 1 AN 12 yNlmi Ly drawing no. _,. WINDOW WI IN W03-105 sheel5of 6_ ITEM y PART B pRGO. DESCRIPTION MATERIAL ~ N 2m s n O U SAL o y$ e 3 Bw{�3 G g Oa K6a \ �b 3 ^m � �5< A to i a acm: 11_ID-as rememnr. SYRIE4-roo INPACf may PLUM SMCU' HUNG NDW. AL-FAROOQ CORPORATION nap escn ioncmlc I�p• e y TRUIITE WINDOW & DOOR SOLLRIONS, LLD ' ENGINEERS & PRODUCT DEVELOPMENT 5235 SW. 8V AVEa.. br xwVlD c 212 uwio=, xvE xDrau 8130 N.W. 74TH AVE. MIAMLFLORIDA331742" YAWT. wmE aeaan MEDLEY. FL 33166 TEL Isom zen w TAIL Isom ze 97E cnx. q- lFL (30.5) B8)-26tE FA% (W5) B 1309 COMP-ANL\tVLJ-tOSYO. MIMI M DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Trulite Window & Door Solutions, LLC 8130 NW 74"" Avenue Medley, FL 33166 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590. F (786) 315-2599 WWW.Fniumi(Indo.gov/nei,al This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 111700 Impact View" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, dated 11/19/03 with revision H dated 12/23/11, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0930.02 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0118.17 Expiration Date: April 29, 2014 Approval Date: March 15, 2012 IT Page 1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets I through 6 of 6, prepared by Al-Farooq Corporation, dated 11/19/03, with . revision H dated 12/23/11, signed and sealed by Javad Ahmad, P.E, B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3822, dated 07/10/03, signed and sealed by Joseph C. Chan, P.E. (Submitted underNOA# 05-0311.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram aluminum horizontal sliding window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4332, dated 12/09/04, signed and sealed by Edmundo Largaespada, P.E. (For Reference Only - to qualify glass types C & D). (Submitted under NOA# 05-031L01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 12/01/08, 09/03/10 and updated on 01/04/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM El300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). Nianu P rez, P.E. Product Con xaminer NOA No. 12-0118.17 Expiration Date: April 29, 2014 Approval Date: March 15, 2012 E-1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16 2. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10. 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to "Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10/28/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01/22/10. 6. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding; LLC. G. OTHER 1. Notice of Acceptance No. 10-0930.02, issued to Arch Windows, LLC dba AWP, for their Series "1700 Impact View" Aluminum Single Hung Window— L.M.I., approved on 01/06/11 and expiring on 04/29/14. M nuel er z, P.E. Product Contr I F aminer NOA No. 12-0118.17 Expiration Date: April 29, 2014 Approval Date: March 15, 2012 E-2 U0 FALSE MUNRNS FALSE MUNTINS LEA o T' MM. 13" MAX. (SURFACE APPLIED) T' MP%. 13' MA%. (SURFACE MDUED)HUD ,Y MAY BE USEDMAY BE HEAD CORNERS \^/ AT HEAD CORNERS A Ai HFAO -j m Qy FZ qzn J it a ADOL. ANCHOR ADEL. ANCHOR II II AT MTG. STILES II II AT MTG. STIES Q _ II SEE CHAR15 II SEE CHARTS O m II MR CARACITY II I FOR CAPACITY � �O 0 IL N J N , II '� II N M U n FED \3 • yN O \S 1� II ry $ 001r�l e li f 3 1 li \ 333 0 'n8 ii ii ''L RS ^'Aft MQI'�msLLsF 'm tti m4�d Jt7mQ / 11 � 1. C 11 II (;• II II II II 11 II it S O 47 1/4' 9LL AT SILL WINDOWS WIIIIODT D.L OK. IC w SILL ANCHORS WINDOWS Wl01 4T 111V d SEE SHEET 2 80 1/8' SILT ANCHORS �" ¢ MR CPPACRIES VENT WIDTH FOSEE R CAHEET 3 D.L OPG. S .y 50 1/8' d" WINDOW / WIDTH VENT WIDTH ? z 3LL 5] 1/B' 2 TYPICAL ELEVATION mNDDw YnDTH i L� TESTED UNIT o n w v O SERIES-1700 IMPACT VIF,{Y I �- ALUMINUM SINGLE HUNG 17INDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 6 CHARTS SHOWN ON SHEETS 2 & 3. I 8 pA oo4R APPROVAL APPLIES TO SINGLE UNITS OR SIDE. BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS y & o a IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL j WILL APPLY TO ENTIRE SYSTEM. I a $ e ng� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS THE FLORIDAIL ORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). I WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER WADS TO THE STRUCTURE. i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. F"M° OWLu1N4D PRODUCT RBVIBBD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTER ARE NOT REQUIRED. HA PE Q0 B2 ` co lyin Ilhlhe FlmlEe nfld�g Code ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ] Ac¢pWa: No - 4 NOT PART OF THIS APPROVAL. /J///i7(".(p1("W� i Ex 'mion Dete (4 e B a 5 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ( V 1120 20 MI de Pm q Emwi MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 1 WO3-1 0 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1J sheet T of 6 I EQUAL CITES WINDOWS 0 i n Z it J n Ja yg� f w 3 Y O O 'j�BE Q q IL V (Y O -4 V G 0x 0�WC$ Q;u pwp Y ZmS C QwYfi pO • NO. IN PARENTHESIS INDICATE S NO. OF ANCHORS PER JAMB. N N WINDOWS WITHOUT a,o SILL ANCHORS FM 0 i g 33/10" ANN. GLASS 3/16' HEAT STRENO GLASS J/16" HEAT STREMD CLASS 8 .090" PVB INTERIAYER .090' PVS INTERLAYER .090' 114TERLAYER ��i O-1 SPFI£%/KEEPSAFE MAXIMUM SAFLEI(/KEEPSAFE MAXIMUM DUPONT BUTACIIE PV8' BY 'SOLUTL4' BY 'SDLUM' g 3/16" ANN. CUSS 3/16° HEAT STREN'D CLASS 3/16" HEAT STREN'D GLASS BULB VINYL BULB NNYL BULD VWYL 37'YH-622 YH-822 mYH-622 SNCONE DOW CORNING 1199 i SILICONE DOW CORNING 1199 i SILICONE DOW CORNING 1199 B 6 • g GE 280D • GE 2800 S GE 2800 G m It SCHNEE MOREHEAO 5]31 m li SCHNEE MOREHEAD 5731 n u it li SCHNEE MOREHFAD 5731 o II 11 11 li 0 Ij Ij v z 6 3 3 l rn $ GLASS TYPE 'A' GLASS TYPE 'C' GLASS TYPE 'D' $ e a ' NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. p W z GLAZING OPTIONS G ^�AVZ AUM PRODUCT REVISEDCIM m 1 x eE 8 wmPlyiu9%vio am Flodda T 61A. gL.iossz FAN. 363a Beildin8Cod4 m^ce No %% Am pt o NOTE: a n:. q0(Q- a n GI -ASS CAPACITIES ON THIS SHEET ARE By - BASED ON ASTM AND FLORIDA E1300-04 (3 SEC. GUSTS) BUILDING COMMISSION ,� 1 20�2 Mimn da PraduR drawing no. W03-105 I^ W a DECLARATORY STATEMENT DCA05-DEC-219 I sheet $ot 6 DESIGN LOAD CAPACITY -PSF WINDOW DIMS. CLASS TYPES 'A', 'C' OR 'D' WIDTH HEIGHT E%i.(9) INi.(-) IB-1/8° 28-1/2' 32" J]° 4B" 53-1/B' 26� 9p.9 140A B0.0 140.0 9p.0 140.0 90.0 b0.0 90.0 140.0 80.0 14p.0 19-1/B" 2fi-1/2' J2° 42° 4B' (4) 90.0 14p.0 90.0 140.0 90.0 190.0 90.0 140.0 90.0 140.0 19-1/8' 20-1/2' J2" 3]' 42 46' S@_5/B" (6) 90.0 140.0 90.0 140.0 90.0 149.0 90.0 140.0 90.0 14p.0 90.0 f40.p 19-1/B' 26-1/2' a2" 3]' a2° 46' BJ-I/8° 63° (6> 90.0 140.0 90.0 190.0 90.0 1g0.0 9p.p 140.0 so.o up.p 90.0 120.8 9p.0 110.2 19-1/0' 26-1/2' J2' 42' 4B" (6) 9p.0 f400 90.0 140.0 90.0 140.0 90.D 124.J 90.0 1p9.1 90.0 Be.6 42" 40" 53-1/0" (]) 90.0 140.0 90.0 149.0 90.p 135.5 42' aB' ]a-1/a- 90.0 190.0 eo.o 1x].a UNEQUAL L1TE3 WINDOWS DESIGN LOAD CAPACITY -PSF WINDOW DIMS. CLASS TYPES 'A', 'C' OR '0' WIOM HEIGHT E%T.(�) •1NE(-) 19-1/B° 26-1/2" 32' S>' 48° SJ-1/8° S0-6/B' S 90.9 140.0 9D.0 140.0 90.0 190.0 9p.0 140.0 9D.0 I]J.J 90.0 120.5 19-1/0" 26-I/T' }2' 4Y 65' 90.0 140.0 90.0 140.0 80.0 1 W.0 BOO 140.0 19-1/e' 26-1/2' S2' ]4-1/4" (]� 90.0 IW.O B0.0 I40.0 B0.0 140.0 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PEP WINDOW DIALS. GLASS TYPES 'A', V OR 'D' WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8" 25-1/2' 32" 37 42' 48" 53-1/8' (4) 90.0 140.0 90.0 140.0 90.0 140.0 9D.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 19-1/8' 26-1/2' 32' 37" 42' 48' 53-1/8" 38-3/8' (4) Sao 140.0 9D.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 14D.0 90.0 140.0 19-1/8' 26-1/2" 32' 32' 42' 48' 53-1/a' 50-5/8" (0) 9D.0 140.0 90.0 140.0 90.0 149.a 90.0 140.0 20.0 1,10.0 90.0 140.0 BD.O 139.T 19-1/e' 26-1/2' 32' 37' 42' 48' 53-1/8" 63" (0) 90.0 140.0 90.0 110.0 90.0 14MG 90.0 140.O 90.0 140.0 Soo 140.0 90.0 1216 19-1/8' 26-1/2' 32. 3J. 42. 48' 5J-1/e 74-1/4' (6) 90.0 140.0 90.0 14D.0 90.0 140.0 913.0 140.0 90.0 140.0 90.0 90.0 113.0 1. 48' 53-1/8' (T) 90.0 90.0 140.0 140.0 90.0 140.0 1. 42. 53-1/8' (2) 90.0 140.0 90.0 135.4 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PEP WINDOW DIMS. GLASS TYPES 'A', 'C' OR 'D' WIDTH HEIGHT EKL(+) I INT.(-) 10-1/8' 26-T: 32" 3T" 42' 48" 53-1/8' 50-5/8'0 (5) 0 0 0 49D.01141.1 0 0 19-1/8' 26-1/3' 32' 32' 42' 63' (6) 90.0 140.0 90.0 140.0 140.0 _ 90.0 90.0 140.0 1 SOO 140.0 19-1/8' 26-1/2" 32' T4-1/4° (T) 9D.0 140.0 9D.0 140.0 90.0 140.0 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. {YINDOWS WITH SILL ANCHORS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 z �0 0d Q,' O O00 0 h z mIDa 1z0LL LLN EnaO M JP AHHAD {a RA PF y REVISED 70592, ..PlPRODUyrn,wid lheemaddo CAN. SS]0 Duildin8 cam ) c k Attcpl4nw No v Gxpil4lion Delc 14. Ma d4 Pmdud drawingv no. JA 12012 W03-10: SEE O M j1 WOOD 14 P ' N 4 ) 1rNG ANCHORS AT SILL USE WHEN REDURED SEE SHUT 3 MR CAPACI' SEE OlM FOR SPACWG I F KS AND METAL STRUCTURENOT BY TRULRTAIN LOADS IMPOSED BY GLAZING SYSTEM SFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE REV. FOR SPuwG 1/4" DIA. II TRA .ON BY ' O' (FU=IT) KSI, Fy=155 MI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA SELF DRILLING SCREW (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N12 ENS OR SELF DRILLING SOP INTO MIAMI—OADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTAN INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Fc m 3000 PSI MIN. 0-90 HOLLOW/GILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. r WEEPHOLES: E"°'� JA" NIM CM1L W1 = 3/4" WEEP NOTCH AT EACH END Mc PE Ss�o Sa W2 = 1" WEEP NOTCH AT EACH END [ N IJAN 11 2N a I'RODUCTRBVI%D S• r mcomFlyin,,wimNFIoddo nacPla Anm No MIOn_ T4 i 8 s MP inn a Product drawing no. W03-105 MANP,/6UPPUBR/RSMARKB 1 YE-I]00 I FRAME HEN 606J-T5 2 YE-I)01 I FRAME SILL 808]-T5 } TE-O02 1 FRAME JAMB 6063-TS - 4 YE-1 )OJ I FIXED MTG. PAIL 6083-TS - 5 YE-D04 I VENT TOP RNL 606J-T5 6 ] YE-I]OS Tf-1)06 1 2 VENT BOTTOM PAIL Bp6]-TS VENT SIDE RAIL 606J-T$ e YE-1]O) AS ROp. GVSING BEAD 6083-TS 9 YH-IBW 2 RflNFORCIN0. B4R5, NLL IFNCM SIF.p. 1/4' % 1' 10 YE-1]O6 2/VEM VENT IATCH ® 6" FROM ENDS 606J-16 - t 11 - 2 SPRING - - 1 12 TH-T6 2/ VENT -LATCH CAN LOCK O 11' FROM EACN END 13 YF-62 2/ IATCH CAM LOCK SCREWS 14 YN-622 AS PEOD. BULB PILE W'SRBPPMG SULLIVAN k SULLIVAN 15 YH-6009 AS PEOD. FIN SEAL YfSIRIPPINO - ULiR/fPB 16 YF-10 A$ REOD. FRA61E/VIIJi ASSEMBLY SCREWS Be % 1' P.H. EMS 1] A$ PEOD. FI%. MTG. RM ASSEMBLY SCRfNS F10 % 1° P.H. EMS 16 - 2 VENT GLADE PLASTIC - 19 - 2 GUIDE SCREWS - SA6 20 2/VEM SPRING AND PULLEY BALANCE CALOWEI.L 21 - 2 OPEN Cfl1 FOAM PAD (1' X II2" % 1-tI2") THE Id�U po z 3 0 Q E u Co o� O yy LL og Q 1Gp g Q ��O METAL LL 2 Pi _ STRUCTURE MIPMI-WE MUMY W E APPROVED MULLION TYPICAL ANCHORS Q w F h MULLION ANCHORS SEE Et£V. MR SPACING MAX. O RING 2 O Q NG 4 Qm Z <M NG _ a L - � i3�m W n OJ SEE FLEV.. MR SPACING 0 M O _ WINDOW WIDTH WINDOW WIDTN O O1/4' NpK EI 1/4" MAX VENT WIDTH LOAD BEARING N LOAD BEARING SHIM SHIM 0 tlb 33 16 20 15 TYPICAL ANCHORS 3 BY WOOD BUCK OOR ) LEE ELEV. FOR SPACING WO STRUCMR _ E.91 VAD ry1MAO PWOG)PFC6BEl<ISEp. ' 0 CMl j ak PE'g 70%2 s4Arnrym�wuWUWFIatlAa - CAN.ISJB nPaUr, Caa . s J EXTERIOR ) C �� �¢ O D.L OPG. I AN 012 hti-4 a' 1 drawing no. _.. WINDOW WIDTH — W03-105 sheet Sof fi fi6N / PART p RFQD. DB6CPIPTION MATERIAL IOU oez I I h-1.4]0-1 .082 2.980 1e I u � f tl O o 1.]80 d19 1.060 .374 1 %/. O w d J o O u FRAME HEAD 3]4 1.060 I�--2'970CY m Q o H 1A68 i O w po Queg� FRAME JAMB i 0 0 ^w rc 4 AAAAA xm I I LL i 3.334 .9i a I LBO�{ Q Z. i� E f—�Q .062 2.273 80] VENT PATCH � � z .941- I 1.339 I Eo O R � MEERNG RAIL � 0 �pn ry 28BJ .3]8 3 1.401 GIA2INC BEAD $ �Z� 4 .939 .062 2.000 1.4J4 j i �/� W �roZ� -1d40 F 1.12J I / °ww V VENT TOP RAIL VENT SIDE RAIL c i 2.4BI .965 a FRAMECORNERS DETAIL I v$$� o P $ W —LLUZ � G1 1624 2.88 1536 F�:J3.038 1. oRODUCRBVIBED e Floddo QQ ,1B BvildvB Co 1- No I1 IB 1.340— .1 By 1--J .09J i VEM co_ RNER `/(]IS]1\. MI i de PmMu drawing no. W03-105 VENT BOTTOM RAIL FRAME SILL DETAIL. (sheet 6 °f� Em MIAMICOUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mla_midade.eov/bera/ Trulite Window & Door Solutions, LLC 8130 NW 74ai Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 111700 Impact View" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, dated 11/19/03 with revision H dated 12/23/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0930.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-01 I8.17 Expiration Date: April 29, 2014 Approval Dater March 15, 2012 IT Page 1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, prepared by Al-Farooq Corporation, dated 11/19/03, with revision H dated 12/23/11, signed and sealed by Javad Ahmad, P.E, B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3822, dated 07/10/03, signed and sealed by Joseph C. Chan, P.E. (Submitted underNOA# 05-031L01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram aluminum horizontal sliding window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4332, dated 12/09/04, signed and sealed by Edmundo Largaespada, P.E. (For Reference Only - to qualify glass types C & D). (Submitted under NOA# 05-0311.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 12/01/08, 09/03/10 and updated on 01/04/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). 1Vianu P rez, P.E. Product Con xaminer NOA No. 12-0118.17 Expiration Date: April 29, 2014 Approval Date: March 15, 2012 E-1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No..11-0325.05 " issued to Solutia, Inc. for their "Sat7ex and Vanceva clear and color interlayers" dated 6105111, expiring on 05/21/16 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated January 4, 2012, signed and sealed by Javad Abroad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10. 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to "Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10/28/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01/22/10. 6. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC. G. OTHER 1. Notice of Acceptance No. 10-0930.02, issued to Arch Windows, LLC dba AWP, for their Series "1700 Impact View" Aluminum Single Hung Window— L.M.I., approved on 01/06/11 and expiring on 04/29/14. M nuelr , P.E. Product Contr 1 aminer NOA No. 12-0118.17 Expiration Date: April 29, 2014 Approval Date: March 15, 2012 E-2 FALSE MUNPIS g FALSE MUNi1N5 F/oI� o J• MAX. 13' HUD (SURFACE APPLED) J' D 13° MPX. (SURFACE APPLIED) AY 1 HEAD MAY BE USED MAY BE USED AT HEAD HEAD A AT HEAD m CORNERS CORNERS O FZ n AODL ANCHOR ADDL ANCHORAT M. STI F W II SEE CHAR S� INTO.II li AT G. STRES Q i p ii a IDR CAPACITY ii CHARTS OR CAPACITY d II �./J� /. IL (y at n o n o ii % ii r O 0 6 ii ii n 5 0 0 ii ii \ ^ 0 o H nqN 3 pa¢o ¢��p °w 00m�N /� ii .�� Es < ii ii I tl �o Q Ho w ' ° ii ii rc� ii ii w LL z m n i n u ° ° n n° ii/ n C ii ii C n II u n 11 m m� T• MP%. 1J• NAG. h Q 1/4' n ° CORNERS AT SILL . ° 3 WINDOWS WITHOUT D.L. DPC. SILL ANCHORS SEE SHEET 2WINDOWS WITH 47 1/4• �O FOR OAPACRIES 5o I/B' SILL ANCHORS D.L. OPG. 5 ¢1D VENT WIDTH SEE SHEET 3 M n I/B• FOR CAPACRIES 80 I/S' Ec ,- VENT NT WINDOW MOTH WIDR1 ? g 53 1/3• ? 3 Z .. TYPICAL ELEVATION WINDOW WIDTH o� TESTED UNIT n SERIES-1700 IMPACT VIEW i o ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER B I § a CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE I SIDE COMBINATIONS p w l B OF S.H./S.H. OR SINGLE HUNG WITH OTHER MAMI—DADE COUNTY @ g APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS 5a IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. I N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TOCOMPLY WITH THE ''s e HURRICANE OF THE FORM BUILDING CODE INCLUDING HIGH VELOCITYI u o HURRICANCANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. i R ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE mINDOWS ARE RATED FOR URGE MISSILE IMPACT. E"W° J' ILNIUAu PROOUCTREVISED o 3e EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. ilA� �5va 9J f �BYiing%vilhlhe FlAds ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS PRE A m1dZ C No - ss NOT PART OF THIS APPROVAL. Fx ireUDn DMa I4 &o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0 11 20 aTewm RD. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEIAL SCREWS, THAT COME MI Eo14e [loan D INTO CONTACT WITH OTHER DISSIMIUR MATERIALS SHALL MEET THE W03-105 REQUIREMENTS OF THE FLORIDA BOG. CODE SECTION 2003.8.4. I i sheet 1 of 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. CUSS TYPES 'A', 'C' OR '0' WIDTH HEIGHT EXT.(t) INT.(-) 19-1/8- 26-1/2' 32' 3T 42' 48" 53-1/8' 28 00.0 140.0 90.0 140.0 90.0 14D.0 90.0 140.0 90.0 110.0 90.0 140.D 90.0 140.0 19-1/e 26-1/2' 32' 37' 42' 48' 53-1/6' 38-3/8• (4) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 9D.0 140.0 90.0 140.0 90.0 127.1 19-1/8' 26-1/2' 32' 1. 42' 4T' 48' 60-5/0' 6 () s0.0 140.0 90.0 140.0 90.o 140.0 90.0 140.0 SOX) _140.0 140.0 90.0 597 19-1/e' 26-1/2' 32• 37' 42' 46' 53-1/6' 63" (6) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 POD 140.0 90.D 128.0 IGO 115.2 19-1/9' 26-1/2' J2' n. 42" 46' 53-1/8' 74-I/4' (6) IGO 140.0 90.0 140.0 90.0 I40.0 90.0 140.0 90.0 124.7 90.0 109.1 90.o 99.0 O)>4-1/4• i/S 4SO.D140.063' • N. PARENTHESIS INDICATE NO. O. OF ANCHORS PER JAMB. UNEQUAL UTES WINDOWS DESIGN LOAD CAPACITY - PSP WINDOW DIMS. CUSS TYPES 'A', 'C' OR '➢' WIDTH HEIGHT W.(4) INI.(-) 19-1/6 26-1/2• 32" 37 42• 48" 53-1/6" 50-5/0' (S) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 133.3 90.0 120.5 19-1/0' 26-1/2• 32' 37' 4z• 8J' (e) 90.0 140.0 90.0 14DA 90.0 140.0 90.0 140.0 so.0 uD.o 19-I/8' g0.0 140.0 O. IN VA MIMEJI5 INDICATE NO. OF ANCHORS PER JAMB. iYINDONS RTTHOUT SILL ANCHORS 6" ANN. GLASS .090' PV9 INTERLIYER SAFLOI/K6EPSAFE MAXIMUM BY 'SOLUM' �3/16' ANN. GI SS 6' HUT SIREN'D GLASS .090" IND INIERIAYER SAF-EK/KEEPSA6E MAXIMUM BY 'SOUM' 3/10' HEAT SIREN'D GLASS BULB VINYL YH-622 SILICONE z DOW CORNING 1199 1 GE 2800 SCHNEE MOREHEAD 5731 HUT STRE14'D GLASS 10' INTERlAYER )PONT BUTACITE PVB' -3/16" HUT SIREN'D CUSS GLASS TYPE 'A' GLASS TYPE 'C' GLASS TYPE 'D' GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 12012 1199 IUD 5]31 EQUAL u ro 3 Fmk m d Z _ Q p D V yM IL O LL Qa' MCI yr O O aag u Q ; F U. z�_m N5 C Qb sjv 3 O • NO. O PARENTHESIS INDICATE g N0. OF ANCHORS PER JAMB. p n K a� WINDOWS WITH BILL ANCHORS n S 3LL Z. M 2 O `o_gg § 4W 90.0 140.0 m9219 34 c m�=7 • NO. IN PARENTHESIS INDICATE _ 2 S N0. OF ANCHORS PER JAMB. i s - Gn.I"MF VAO Yw PRODUCT' REVISED u RC%E. SsaB92_ FIMde //�� '}F DewmpIIy�,ithlhe I 9 l NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM SEC. GUSTS) � Expirmton ut BxPirnton Dem�l� By Mi d4 Pr9dutt o' o drawing no. W w AND FLORIDA BUILDING CO I BUILDING COMMISSION JA Y [W03-10 ATORY DECLARATORY STATEMENT DCA05-DEC-219 POIP sheet 3of 6 LIT89 WINDOWS DESIGN LOAD CAPACIM - P9F QJQ WINDOW DIMS. GLASS TYPES 'A', 'C' OR 'D' WIDTH HBCM fM.(+) 1Ni.(-) IB-I/B' 28-1/Y J2 3)' 9Y 48' 28• (1) 90.0 1/0.0 90.0 U0.0 80.0 110.0 90.0 140.0 90.0 I40.0 9D.0 14D.0 90.D 14D.0 19-1/8' z6-1/z• 32' 3Y 42° 9e" 53-1/B' JB-3/8' (1) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 f10.0 9D.D 110.0 90.0 I40.0 1B-1/e' 32' 3)' 42" 4B' 53-1/e" �5/B• (6) 90.0 140.0 8D.0 190.0 80.0 140.0 90.0 140.0 90.0 190.0 80.0 139A 19-1/e• 28-t/T 32' D' az• dB• 93-1/B' _ BS (6) 90.0 l4D.o 90.0 140.0 Bo.o taO.D 90.0 140.0 9D.o l40.0 9o.D t9D.o 90.0 122.6 18-1/B' 26-1/2' J2' 42" 48' 5J-1/8' (6) 80.0 140.0 90.0 140.0 90.0 11D.0 90.0 190.0 90.0 1J6.3 90.0 11J.8 12' 18" BY 90.0 90.0 _ 140.0 140.0 42' 4B' y4-1/9' 90.0 140.0 9D.0 190.0 UNEQUAL pTEB WINDOWS DESIGN LOAD CAPACITY - P9F WINDOW DIMS. OId35 TYPES 'A', 'C' OR 'D' WIDTH HEIGHT 26-1/2' 3J" 42° 4B' 5}t/B' (5) 90.0 140.0 90.0 110.0 80.0 110.0 90.0 140.0 90.0 110.0 90.0 140.0 19-1/8' 32' 3)" 42' BJ' (6) 80.0 I40.0 80.0 140.0 BD.O I4D.0 BD.O 140.0 19-1/B' 26-1 32" (» 90.0 IID.O 90.0 140.0 80.0 140.0 SEE O w000 to �m \" dVRGL ANCHORS AT SILL AL ANCHORS DUEMR MR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS' SEE ELEV. FOR SPACING 1/4" CIA. IIITRACON RV 'aCO (Fu-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU TRY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN, EMBED INTO CONC. OR MASONRY 1/4" CIA SELF DRILLING S.RLti45 (GRADE 2 CRIS) INTO METAL STRUCTURES STEEL : 12 CA MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMc ORS F DRI IN REW� INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' (NO SHIM SPACE) TYPICAL EDGE DIRT'ANC INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Fm - 200D PSI MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. i WEEPHOLES• En9r. :uvnD NIMAD CML PE f1A W1 = 3/4" WEEP NOTCH AT EACH END T059. uN. so W2 = 1" WEEP NOTCH AT EACH END ' DAN 11 20I$ z O Q0 Co o IL 0 'm Y OG M1 cr 01<9 J ES�a Q wI.iF s i z i o u a PRODUCTRBVIS80 w ` a comRlylce wIN IN Fonda AaNt-- y^ Imbn DeN 14 MB iom N. n drawing ng. W03-105 11ATERIAL MANP./SUPPWER/RENARK9 1 YE-IT00 1 FAME HMO 60B3-T5 - 2 YE-ADl 1 GRAME SILL 6083-T5 J YC-IJ02 1 FAA¢ JAMB 8063-T5 4 YE-A03 1 %%EO MID. MIL 6083-T5 5 YE-1J04 1 VENT TOP RNL 606]-T5 6 > YE -I )05 YE-IJOB 1 2 VENT BOTTOM PM 6063-TS VENT SIDE MIL 608J-T5 S YE-I]OT AS ROO. GIAZING BEAD fiO6J-15 9 YH-IBW 2 REINFORCING BARS, FULL LENGTH STEEL 1/9' % 1' 10 YE-006 2/VEM VENT LATCH 0 fi' FROM ENDS 6063-15 - N 11 - 2 LATCH SPRING - - i 12 YH-)15 2/ VENT CAM LOCK O 11' FROM EACH ENO - - 13 Yf-62 2/ LATCH CAM IDCK SCREWS - - 19 YH-622 PS REOD. BULB PILE W'SIPoPPINC - SULLIVAN @ SULLNAN 19 YN-eD09 PS flEOD. FlN 6FAL W'SIPIPPINO - ULNUFAB I6 YF-10 l5 REOD. iRPA1ENEFR ASSEMBLY SCREWS /B X 1' P.H. ENDS 1) q$ REOD. GIX. WC. MR A5E618LY B[REIY$ /10 % 1' P.M. BM9 ' IB - 2 VENT GUIDE PLASTIC - 19 - z GUIDE SCREWS - sus 20 2/t2Nt SPgING AND PN.LEY 0 f0 U j m 3 0 q Q f N a p% m oG e O'Q Q dWO d Q�3g„ STRUCTURE MIPMI-ME COUNTY LL i m F n APPROVED MULLION TYPICAL ANCHORS Q F h MULLION ANCHORS SEE ELEV. FOR SPACING 1/4' MM. O LOAD BEPAINC R SHIM i o u 9. ow s aixM� 3 tt' J p TYPICAL ANCHORS e{ oss SEE ELEV. FOR SPACINC W _ WINOOW MTN WINDOW WIDTH W O O1/4' NAZI. VENT WIDTH Q AD MAX. LOAD BEAHIM 5 LAPD HIM SHIN n a u�€mg SHIM N 16 15 TYPICAL ANCHORS „ BY WOOD SUCK 20 T • SEE EI.EV. FOR SPACING L IN BiRUCNR B mRn YC En9r: Van ARMAO i'@gDULRRBY15Ep a ,e o_ FM G PE d ]0592 H%FONLn^awM5149E101iJO 2 GAN. MEG tla'AmR COdo 3 EXTERIOR T Aagllmmw - yy 3 B PtmHon D L OPO y AN - 012 NBL'mni n' drawing no. ... WWDOW WIDTH sheet $o/ 6. ITEH / PART / FIRED. DESCRIPTION BALANCE �3.093— .062 F'-1.470-1 2.980 I .� A {. 0 gy F, Q g IJBD a19S.062 1.060 .3]4 L 374 ,: "o FFRi 0 � M IL p 8 FRAME HEAD .o60 0 L465 V--2.W0 0 FRAME JAMB p ggy .6]04{r i F S �!��{ Q Wet i J.33a .916 .062 2.2)3 .60] VENT LATCH o .041— 1.339 A MEETING RAIL 1.050 '045 B qq B aQ� ��Mry 2.503 1.461 .375 GIAZING BEADi� .939 2.000 1.9J4 / ��.032 w 1.J40 1.121 % h L E VENT TOP RAIL VENT SIDE RAIL " 2.461 .965 o n m `o_ma$o FRAME CORNERS OETAI 2.685 1.624 L J.O52 3.SJ6 �— 11.263 3.038 I I I 1fi � E"2'° C LnjWM FIA P•E / )0492 � CAN. JB PRODOCTRBVISF.D PwmNyiMwilhthe FIodda Anopmo No iq Ex �.nimrDnm gp�Q. ?; i $ r �+ ildl � •'1 VENT VENT CORNER pETpII I .m Pmdua n draw ng no. W03-105 BOTTOM RAIL FRAME SILL [sheet 60f FbridaDepartment"' SCISHome Well User Registration Hal Topics Submit Surcharge Busines�a Professi nal *��USER; pProduCb Approval Regulation Y/wl�m� f FA Slats It Facts Publications I • FBC Staff BCIS Site Map Links Search Protluct Approval Menu> Product or Application Search > Application Ust> Application Detail * FL # FL10970-193 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Janet Gerard fbol@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customersemiceagents@jeld-wen.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard TAS 202 Year 1994 Product Approval Method Method 1 Option A Date Submitted 10/31/2013 Date Validated 10/3112013 Date Pending FBC Approval Date Approved 11 /07/2013 Summary of Products FL If Model, Number or Name Description 10970.1 Builders Atlantic Aluminum Side Load Single Hung (4100) 52.125' x 72" Insulated Glass (1/8 in - 1/8 out Annealed) or Single Glaze (3/l6 in Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10970 R3 C CAC N1011624 36S.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2018 Design Pressure:+50/-50 Installation Instructions Other: FL10970 R3 II DP-50 52.125x72 Installation Inslructions.pdf Verified By: Hermes F. Notate, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL10970 R3 AE Product Evaluation Report 254836S.odf Created by Independent Third Party: Yes Beck Next Contact Us:: 1940 North Monroa Street Tallahassee FL 32399 Phone: 85P487-1824 The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 State of Floritla.:: 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 entails provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Cepartment 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: W. W" fir. i sccuritr.,u+rRu, -dda DEpar Plento BCIS Home Login User Registration Hot Topics Submit Surortarge Profe s Tonal 11 � UProduct SER:PubllaU.., Regulation IM V Slats & Faets Publications FBC Stall BCIS Site Map Links Search ProdW Approval Menu> Product or Application Search > Application List> APPllealion Detail FL # FL10970-R3 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 it necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 ibcl @jeld-wen.com Authorized Signature Janet Gerard fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customersewiceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung 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 TAB 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/31/2013 Date Validated 10/31/2013 Date Pending `BC Approval Date Approved 11/07/2013 Summary of Products FL # Model, Number or Name Description 10970.1 Builders Atlantic Aluminum Side Load Single Hung (4100) 52.125" x 72" Insulated Glass (1/8 in - 1/8 out Annealed) or Single Glaze (3/16 in Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10970 R3 C CAC N1011624 36S.Odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2018 Design Pressure: +50/-50 Installation Instructions Other: FL10970 R3 II DP-50 52.125x72 Installation Inslructions.nd Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL10970 R3 AE Product Evaluation Report 2548 36S.odl Created by Independent Third Party: Yes Beck Next Contact Uri:: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 650-4117-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 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 nol 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 entails 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 dick here . Product Approval Accepts: R.`rifi . � _wheel >ccurlh'Nviniu, NOTICE OF PRODUCT CERTIFICATION C, •.C.1rrwN"r I— e ��7f7E6 pF DIDP'- CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: NI011624 08/08/2013 Structural JELD-WEN 822-1 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICei-tificatioti.coni to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Builders Aluminum Single Hung 3737 Lakeport Boulevard Window (4100)" Klamath Falls, OR 97601 w/Flange & Slip -On Nail Fin Configuration: O/X Glazing: Monolithic (Annealed) or Insulating Glass (Annealed) Frame: W-1324tnm(52.13") H-1829mm(72") Sash: W-1276mm(50.25") H-921mm(36.25") SPECIFICATION PRODUCT RATING TAS 202-94 Design Pressure: 2394 Pa (50 pst) Negative Design Pressure: 2394 Pa (50 psf) Water Penetration Resistance Test Pressure: 359 Pa (7.5 psn Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories NCTL-210-3656-1 January 31, 2018 n Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 NOTICE OF PRODUCT CERTIFICATION CERTIp�n 4 accRe �•L , fir q va 1 � "'FlFp PV% I - CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: NIO11624 08/08/2013 Structural JELD-WEN 822-1 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.cont to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Builders Aluminum Single Hung 3737 Lakeport Boulevard Window (4100)" Klamath Falls, OR 97601 w/Flange & Slip -On Nail Fin Configuration: O/X Glazing: Monolithic (Annealed) or Insulating Glass (Annealed) Frame: W-1324mm(52.13") H-1829mm(72") Sash: W-1276mm(50.25") H-921mm(36.25") SPECIFICATION PRODUCT RATING TAS 202-94 Design Pressure: 2394 Pa (50 psf) Negative Design Pressure: 2394 Pa (50 psf) Water Penetration Resistance Test Pressure: 359 Pa (7.5 psf) Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories NCTL-210-3656-1 January 31, 2018 A n Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 4• MAX. 14 3/8' FROM CORM O.C. MAX. CORM 12 Mo. D.C. NA%. U Ile� WINDOW WIDTH (514' MAX.)" TYPICAL ELEVATION WITH FASTENERS General Notes: • d b, ¢Q a1T � MI! .4 .a . 1 1/4- •D EMBEDMENT �_ NA% SHIM SPACE I t DOV cDRHnc ii199 SII-TCCINE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTION M]TD Caulk batmen unit and opening. y. DDV CORNING • U99 SILICONE I r GLAZING DETAIL 4• M4 1/ 'M TfSPAn CE 7 ID— a • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/ fi' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. 1 • Maximum sizes are buck / net sizes and do not include firlsxa}tzlapgey/, This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up iT to the size limitations noted. It is not intended as a guide to the installationprocess and does not address the sealing consideration that may arise in differentwall conditions. For the complete installation procedure, see the instructionEpackaged with the window or go to www.jeld-wen.coMresourcesfinstallation. = — . This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. MASONRY (NCTL 210-3656-1A) 1 1/4' MIN. EMBEDMENT—I-----{� SHIM MAX /� SPACE. MM r� .v tc/ >t¢r a ve• V a T v • v• • '1L Q •d TYPICAL HORIZONTAL FRAME SECTION MID Caulk bet•mn urdt and opening. MaxFrame Max Max Frarle DP DP IMPACT IMPACT 52 z 72' +50/-50 NO Installation Notes: 1. Seal flange /window to substrate. 2. Use 3/s' Tapcon fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into the concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Digitally signed by Hennes F. Norero, P.E. 4. F8Slel'lefS are not fegUlfed through the Sill. Reason:l am approving this document Date: 2013.10.2413:08:16-04'00' 1 /2010 JELIWWE1\ � 3737 KamathkaPlsrtOR197601 NTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Masonry Installation (52.125" x 72.00") MY44099 Venice Window Division BA4100_NCTI270.3656- 1 tV n 3/8' MAX. �— WINDOW WIDTH (5W MAX.) W MAX. FROM CORNERS n�a:rv« 3 p o-- wint1n EMBEDMENT \ `L4' MAx \ SHIM \ SPACE I t � DOW COCORNINGve 115999 SILICONE _ riA21NG DETAIL TYPICAL VERTICAL FRAME SECTION NOTE, Caulk between unit and opening. yy DOW CORNING 1199 SILICONE . I t liA2DG DETAIL 1/4' MAx SHI SPACE 7 +O- 4 • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: a/6' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include firas%6V`AIaAaes.,N This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation, process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to www.field-wen.comtresourcesfinstallaton. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. WOOD FRAME (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE 1 1/2' MIN. EMBEDMENT MM ESE GIIr LM X32 X, TYPICAL HORIZONTAL FRAME SECTION NOTE, Caulk between unit and opening. zMax Frame DP IMPACT Installation Notes: 1. Seal flange /window to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _ 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. IrGwEm: IA 02 24 2010 3737 LakeporY. t Boulevard tzlaff �D ' • �'N Klamath Falls, OR 97601 (641) 882 - 3461 Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.125" x 72.00") Wl V WY. na.: 1(CV: .IXGGT MY49099 Venice Window Division BA410D_NCT12103656- 01 of or lux. FROM 14.3/81 CORNERS O.C. MAIL O.C. MAX.X 31 �j �:— WINDOW WIDTH (50r MAX.)—:� TYPICAL ELEVATION WITH FASTENERS General Notes: I L1/4' MAX SMIM \\ SPACE t t � my Cvtrm G vv SILIC@!E �-AZQiG aETAa TYPICAL VERTICAL FRAME SECTION NOTE- Cnulk between unit and openlnp • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the Intemational Residential Code ([PC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris • protection is required by local building code. tltrlfrr / Maximum sizes are buck / net sizes and do not include fires%611aages- L. DOW CORNING it" SILII IC / u � I Cd.,Klif� 31ETOUL NAIL FIN (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE TYPICAL HORIZONTAL FRAME SECTION N=- Caulk bet•een unit and openlnp Max Frnme Max Frarne DP DP IMPACT IMPACT 52 x 72' +50/-5 NO Installation Notes: 1. Seal nail fin to substrate. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of 1Y2' into the wood framing (Min. S.G. = 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. We recommend using Tegratite'" installation (http:/Nvww.jeld-wen.com/newinstallationtechnoloilyn for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness 050"). Nail Fin extends approximately 1.258" away from frame. Th cUJ e is schedule addresses only the fasteners required to anchor the product to �\ PamEcr we achieve the rated design pressure and impact performance (where applicable) up ........ to the size limitations noted. It is not intended as a guide to the installaticn,;gyp v"m` Tetzl process and does not address the sealing consideration that may arise in diiferenf: wall conditions. For the complete installation procedure, see the insiructionz packaged with the window or go to www.field-wen.comlresour 02/24/2010 3737 Lakeport Boulevard SCAIE: NTS J M�N Klamath Falls, OR 97601 (541) e62 - 3451 Builder's Aluminum (4100) Single Hung Nail Fin Installaticn (52.125" x 72.00") 02 I'""' 3 of 5 To n M3/8- ).C. MAX. I-- WINDOW WIDTH (571P MAX.)" 11i' MAX. FROM CORNERS r �sTrii s ea . en u -{- 104 Tlw,aph 0. T gt�q w.• Ixz \ SPACE I a2 u�99 S r'DNE raAzme nerAa TYPICAL VERTICAL FRAME SECTION NOTD Caulk between unit and opening. ]]Ulf raam� uee SD I num+a MAIL va• NAx slml SPACE 1 3 `m Na • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/6' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. l • Maximum sizes are buck / net sizes and do not include firaa�b}tIlaoaes." This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in differed wall conditions. For the complete installation procedure, see the instructienE packaged with the window or go to www.field-wen.comhesourcesfinstallabon. _ a This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. STEEL STUD (NCTL 210-3658-1A) Mnz Frame Max Frarle DP DP IMPACT IMPACT 52 x 72' +50/-50 NO Installation Notes: 1- Seal flange /window to substrate. 2. Use #10 PFH sheet metal screws or greater through frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3- Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. I/2010 �T �]'�'��T 3737 Lakeport Boulevard J �i7 �� �l� Klamath Falls, OR 97601 NTS (541) 862 - 3451 Builder's Aluminum (4100) Single Hung Steel Stud Installation (52.125" x 72.00") IDENTIFIER No. PLANT NAME AND LOCATION: FAD DWG. No.: REV: MY44099 Venice Window Division BA4100 NCiL2103656- A 01 • STEEL STU➢ 14 3/6• FROM CORNERS osc mr ur 1 �� Thread O.C. MAX. i5 t xTa� uw 7. �O1/I4�MAX ' O.C. SPACE MAX. itF#_j1WW srucug gGDETa TYPICAL VERTICAL FRAME SECTION MATE- Caulk between u unit and opening 113V CORNING LL99 SILIC®1E OR t GLAZIIG IEfALL V4• cool SHIM /_SRACE s WINDOW WIDTH (5ZJ" MAX.) ---I 4 `re W Iml TYPICAL ELEVATION WITH FASTENERS 3 srEEL srw • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: a/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include firass\ihflianaers.7N This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation, process and does not address the sealing consideration that may arise in different_ wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to www.ield-wen.com/resourcesriinstallabon. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. STEEL STUD NAIL FIN (NCTL 210-3656-1A) 3 Thread MN, Through Stud4i_ 18 STEEL SPA SHIN SPACE RAX TYPICAL HORIZ❑NTAL FRAME SECTION NDM caulk between unit and opening. Max Frame DP IMPACT 1. Seal nail fin to substrate. 2. Use #10 sheet metal screw or greater fasteners through the frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required though the sill. 5. Window includes a slip on aluminum 6063-T5 nail fin (iyp. wall thickness 050"). Nail Fin extends approximately 1.258" away from frame. <� .............�....... 02/25/2010 ��11 3737 Lakeport Boulevard . wNITr: SCALE:: �,�jN Klamath-FaIIs,OR 97601 ,AO Tetzlaff NTS (641) 682 - 3461 9Y: TITIE: APPROVED IT: Builder's Aluminum (4100) Single Hung PARTIPROIELTNo.: Steel Stud with Nail Fin Installation (52.125" x 72.00") MY44099 I Venice Window Division BA4100_NCTL210.3656-In ** 01 45' MM 14 3/e' FROM CORNERS D.C. MAX. �j s/a• MAX. N �-- WINDOW WIDTH (506- MAX.)" TYPICAL ELEVATION WITEL FASTENERS General Notes: . d ofrm mreus 4' A . 1 1/4' EIIHEDlQR 1/4• EMAX SHIM SPACE I t >� DO9 CORNING y: vsv slLtcvNE fiISIIiG DETAIL TYPICAL VERTICAL FRAME SECTION NOTE, Caulk ketrern unit and opening. yu. DOV CORNING 1" SILICONE • /�— / o.n ea I 1 C-0.AZDIG DETAIL (y� MAX SHIN SHIN of IY SPPCE W— .' 0 • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM Ell 300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. 111111 1/ / • Maximum sizes are buck / net sizes and do not include fins%6 1 �aaoesf This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation, process and does not address the sealing consideration that may arise in differenC wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to www.ield-wen.com/resourcesriinstallaton. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. MASONRY (NCTL 210-3656-1A) 1 1/4' MIN. EMBEDMENT---i?—SHIM MAX/ SPACE. mtr yr , p c a a• >L v d TYPICAL HORIZONTAL FRAME SECTION NOTES Caulk lmtreen unit and opening. Max Frame Max Frame DP DP IMPACT IMPACT 52 x 72' +50/-50 NO Installation Notes: 1. Seal flange /window to substrate. 2. Use 3/s" Tapcon fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into the concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project Of installation. Digitally signed by Hermes F. Norero, P.E. 4. Fasteners are not required through the sill. Reason:l am approving this document Date: 2013.10.24 13:08:16-04'00' 3737 ORBoulevard I/2010 L�T �E�T Kama J97601 NTS �L j� (541) 862 - 3451 Builder's Aluminum (4100) Single Hung Masonry Installation (52.125" x 72.00") MY4409B �'Venice"lNfndawDivision lenat6li ricnztoasse-ia" 01 N v 3/8' MAX. �— WINDOW WIDTH (5W MAX.) 4P MAX. FROM CORNERS m, mx an arr 3 2 1 (D-- im_ MM EMBEDMENT 1 MAX 314 � SFmI � SPACE I t an nIV vv SE11 1199 SILICONE CiA2WG DETAIL TYPICAL VERTICAL FRAME SECTI❑N N[]TE, Cnurk b•tween unit and opening. GOV CORNING n99 SILICONE • / mic • I r eZING DETAIL SHIN MAX 3 SPACE O- 4 • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: a/g" monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include firaslih�tl'anoes., This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation : process and does not address the sealing consideration that may arise in different= wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.field-wen.coMresouroeslinstallabon. v 1:,- This drawing and its contents are confidential and are not to be reproduced or copied in JELD-WENwhole Inc. or in part or used or disclosed to others except as authorzed by ��66 WOOD FRAME (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE 1 1/2' MIN. EMBEDMENT MN EN£ Dur W4- X2 3 TYPICAL HORIZONTAL FRAME SECTION MOTE, Caulk between unit and opening. Mnx Frume DP IMPACT 52YRO Max FraMe DP IMPACT x 72' +50/-5 NO Installation Notes: 1. Seal flange /window to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1 /2" into the wood framing (Min. S.G. _ 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. MY44099 f/2010 TZ,+T 7•f�7T1,T 3737 Lakeport Boulevard J�jL� ��r 1� Klamath Falls, OR 97601 NTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.125" x 72.00") Oil n u x WINDOW WIDTH (5w MAX.)—m d 46" MAX FROM CORNERS 13, .II I I' i n I�I ' Jlj • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions: • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. 11 • Maximum sizes are buck / net sizes and do not include finslk0apaets!11, This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up �� �Q ,• " to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different_ wall conditions. For the complete installation procedure, see the instructionZ * . packaged with the window or go to www.field-wen.comlresourcesfinstallaton. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. NAIL FIN (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE HIM Onulk bet•een unit Max Frame Max Frarie DP DP IMPACT IMPACT 52 x 72' +50/-50 NO Installation Notes: 1. Seal nail fin to substrate. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of 1Yi' into the wood framing (Min. S.G. = 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. We recommend using Tegratite'" installation (http://www.ietd-wen.com/newinstallationtechnologvn for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness 050"). Nail Fin extends approximately 1.258" away from frame. 3737 t/2010 JELI�VEN KamathFallsrtORD97601 NTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Nail Fin Installation (52.125" x 72.0011) :DENDFIER No. I PLANT NAME AND U]rATION: I rAD OWG. NR.: I REV: SHEEP 3 of MY44099 Venice Window Division BA4100_NCTL210-3650- A 02 AV MAX. FROM CORNERS 7- O.C. MAX. �-- WINDOW WIDTH (59E' MAX.)" �tB pe, Iml $rEEl $tuD M T�h Q` Nex ?\,tz a wma $rime= TYPICAL VERTICAL FRAME SECTION NOTE. Caulk between .Mt and opening. my mama u•a mime I aLamc nETan. • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris • protection is required by local building code. t 1t11rr / Maximum sizes are buck / net sizes and do not include firaavih} 1laaees. This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up �� ' to the size limitations noted. It is not intended as a guide to the installation Z :' process and does not address the sealing consideration that may arise in different: wall conditions. For the complete installation procedure, see the instructionE * . packaged with the window or go to www.field-wen.com/resource�nstallaton. 0 T This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. STEEL STUD (NCTL 210-3656-1A) 3 Thread MIN. Through Stud �-f- 18 ga. MIN. 1/4' SHIM STEEL STUD SPACE MAX KIM 1 TYPICAL HORIZONTAL FRAME SECTION NOTE, Caulk between unit and opening. Max Max Frnme Frarne DP DP IMPACT 1MPHCT 52 x 72' +50/-50 NO Installation Notes: 1. Seal flange /window to substrate. 2. Use #10 PFH sheet metal screws or greater through frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. -14 t/2010 JELD�+VEN Kamath aPlsrtORU97601 NTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Steel Stud Installation (52.125" x 72.00") 3737 MY44099W VenlCe Window DIVISIOn BA4100_NCTL2103656-1A,,; 01 4V MAX. E' FROM a<�m 1 2 3 TFrwad 1a 3 O.C. MAX. CORNERS \ $3 `La• MAX 7- O.C. .\ aPALE YAX. ( tj,299 swan mAmw WT•`L TYPICAL VERTICAL FRAME SECTION Fs NOTE. Caulk between unit and opening 4IIOV CORNMO / /^ 1199 SILVBIE en< t OUIMG @rAIL IN• MAX SNM SPACE Os — WINDOW WIDTH (571$' MAX.)" a TYPICAL ELEVATION WITH FASTENERS a `"tom SSTIM • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. 1 • Maximum sizes are buck / net sizes and do not include firas\b�t�laoaers. A This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation, process and does not address the sealing consideration that may arise in different, wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to www.jeld-wen.com/resourcearinstallabon. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. STEEL STUD NAIL FIN (NCTL 210-3656-1A) 1/4' SHIM SPACE HAX TYPICAL HORIZONTAL FRAME SECTION NOTES Caulk between unit and opening Max Frame DP IMPACT 1. Seal nail fin to substrate. 2. Use #10 sheet metal screw or greater fasteners through the frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required though the sill. 5. Window includes a slip on aluminum 6063-T5 nail fin (lyp. wall thickness 0500). Nail Fin extends approximately 1.258" away from frame. MY44099 i/2010 JET ��T ORBoulevard NTS J� l� (541) 862 - 3451 Builder's Aluminum (4100) Single Hung Steel Stud with Nail Fin Installation (52.125" x 72.00") 01 A" MAX. FROM 1. 3/9' CORNERS O.C. MAX. 12 Mo. O.C. N D Z WINDOW WIDTH (52%' MAX.)" TYPICAL ELEVATION WITH FASTENERS General Notes: • < m, m¢mreur p 11/V d . MIN EMBEDMENT MAX t SHIM ,P6 I t � 1 DDW S"CCIRNl w• 1199 SILIC@1E GLAZWG DETAIL TYPICAL VERTICAL FRAME SECTION NOTE, Caulk beteeen unit and apenlnD DOW CDRNDMI U99 SILICONE • / am on I ve • I GL.A27NG DETAIL n MAX 1/4' SHIM SPACE Y a • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include fins%aaae D�l�ls,/ This schedule addresses only the fasteners required to anchor the product to Z achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation. process and does not address the sealing consideration that may arise in different: wall conditions. For the complete installation procedure, see the instructionZ packaged with the window or go to www.field-wen.com/resourcesfiinstallabon. = c This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. MASONRY (NCTL 210-3656-1A) 1 I/4' MIN. EMHE➢MENT-f-�I� SHIM MAX�SPALE. MM EOrf v Q nor eve• V � c a .� v d TYPICAL HORIZONTAL FRAME SECTION NMTi Caulk bet• n unit and apenlnp Mnz Frame DP IMPACT 52 x 72' +50/-50 Installation Notes: 1. Seal flange /window to substrate. 2. Use 3/s" Tapcon fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into the concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project Of installation. Digitally signed by Hennes F. Norero, P.E. 4. Fasteners are not fegtllfed ttlf011gh the SIII. Reasona am approving this document Date: 2013.10.2413:08:16-04'00' 3737 MY44➢99 I/2010 �T �j]'��N KamathkFaPlsrtORe9 601 NTS LJ� �� � (541) 882 - 3451 Builder's Aluminum (4100) Single Hung No.: Masonry Installation (52.125" x 72.00") of lanE� 1 of 5 o-' and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. t 111111 • Maximum sizes are buck / net sizes and do not include fir;ts% �anpes." e = yr 1 1/2' \\—V4' MAX SHIN SPACE I 1 an< aov cOI G vv 1199 SILICOE MAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N Nuns Calk etween unit and opening. ning. „ u.-y _—_I DOW CORNING [-r1199 SILICONE /1 Y SKr MAX 1/4' SPACE WOOD FRAME (NCTL 210-3656-1A) 1/4' MAX SHIM If SPACE 1 1/2' MIN. EMBEDMENT M E our vv ilt TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NOTE, Caulk bei•een unit and opening. Max Mux Frame Frame DP DP IMPACT IMPACT 52 z 72' +5 /-50 NO Installation Notes: 1. Seal flange /window to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _ 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. Th is schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (when: applicable) up PRo1EcrENGINEEn: DATE; 02/24/2010 3737 Lakeport Boulevard to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructicnE �O 7 SCALE: JELDWEN Klamath Falls, OR 97601 (sai) 882 - 3451 BY Telaff packaged with the window orgotowww.jeld-wen.coMresourcesfinstallation. � This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by�G\ JELD-WEN, Inc. CC v� OT � , �' • �� \\ \\ FBc��,gPAe„amzA„aynrA�9s,a Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.125" x 72.00") A=wDVEDer: >PRmEcrrva: IDENirF1E0.No. MY44099 PfANrNAMEANDIOCATION: Venice window Division CAD DWG.No.: BA4100_NCTL2103656- RlV: A 01 SHEtT 2 Of 5 A.131 FIN Y9 to 14.3/8' I.C. MAX. op f m m m WIMOOw WIDTH (571(3' MAX.)—� M-1 13' t 1 I �1/4' MAX O.C. SHIM SPt=CEMAX. WV CCfBmlfi U99 SILIf1IIlE GUIZPS BumO99 TYPICAL VERTICAL FRAME SECTION WTE- Caulk bet•een unit and •p•ninp MV l—r " S � • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing:'3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. tn 1 r t 11r • Maximum sizes are buck / net sizes and do not include firasw 1'laaesJ7, This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation; process and does not address the sealing consideration that may arise in different: wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to www.jeld-wen.com/resources(nstallation. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. MAX 1/4' MAX SHIM SPACE TYPICAL HORIZONTAL FRAME SECTION ITE, Caulk betaeen unit and opening Max Frame DP IMPACT 1. Seal nail fin to substrate. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of 1Yi' into the wood framing (Min. S.G. = 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. We recommend using Tegratite'"' installation (http://www.jeld-wen.cam/newinstallationtechnology6 for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness 050"). Nail Fin extends approximately 1.258" away from frame. (` 1 1...,.,..—.«. --02/24/2010 3737 Lakeport Boulevard 0 Tetzlaff � NTS JELD�+VEN Klamath Falls, OR 97601 (541) 882 - 3451 - _ er: Trrta _t aawloveu er: Builder's Aluminum (4100) Single Hung �u ,;,R„an,�",,,. Nail Fin Installation (52.125" x 72.0011) MY44099 0 2 4W kim. nwm CORNERS 7' O.C. MAX. N C 2 �—WINDOW WIDTH (57)6' MAXJ--� General r11111 y � m srri snm MIILn ftdah xa,d I i;= aAm+s aErna- TYPICAL VERTICAL FRAME SECTION !i]TE. Caulk beteeen I unit and opening _—I �ra�999L • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the indust standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1 /S" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. • Maximum sizes are buck /net sizes and do not include firlsNa}t�sf 7, Th is schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in ditferenc� wall conditions. For the complete installation procedure, see the instructions * . packaged with the window or go to www.field-wen.ceMresourcesfnstallafion. Th is drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. Na% SPACE `s�i� s�run STEEL STUD (NCTL 210-3656-1A) 3 Thread MIN. Through Stud--� IS ga. MIN. 1/4' SHIM STEEL STUD SPACE MAX ffir yr v 1 TYPICAL HORIZ❑NTAL FRAME SECTION NOTE, Caulk beteeen unit and aping. Mnx Frame DP IMPACT 52YRI x 72' +50/-50 Installation Notes: 1. Seal flange /window to substrate. 2. Use #10 PFH sheet metal screws or greater through -frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. t/2010 3737 Lakeport Boulevard Klamath Falls, OR 97601 NTS � (541) 882 - 3451 ar: Builder's Aluminum (4100) Single Hung EcrNo: Steel Stud Installation (52.125" x 72.00") MY49099 VenlCe Window DIVISIOn J BA4100_NCT1210365a-�A ­ 01 �i e to 14 3/0' ).C. MAX. WINDOW WIDTH (52V MAX.)" 4V MAX. FROM CORNERS `V4• W r t SHIN O.C. \ sPAM MAX. t / vre 77 1W CuemG Elm SILIC[INE TYPICAL VERTICAL FRAME SECTION MOTE- Caulk beteeen unit and opening. "SWRNING ILIOMNE saw t GLAZING IETAIL 1/4• NIAX SHUN SPACE 4 Is ps MM STEEL STIm General Notes: — • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. 1 111111 • Maximum sizes are buck / net sizes and do not include finsiN �anaes. , This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different; wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to www.field-wen.comtresourcesfinstallaton. = -a This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. STEEL STUD NAIL FIN (NCTL 210-3656-1A) 3 Thread MIN. Through Stud—* 18 ga. MIN. 1/4• SHIN STEEL STUD SPACE MAX v\ m ffi! Vi �� TYPICAL HORIZONTAL FRAME SECTION NOTE) Caulk between unit and opening. Max Frame DP IMPACT 1. Seal nail fin to substrate. 2. Use #10 sheet metal screw or greater fasteners through the frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required though the sill. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness r .050°). Nail Fin extends approximately 1.258" away from frame. i PamEcrwGwEm: DA02/25/2010 ELa7 /1 J.:�N 3737 Lakepoct rt Boulevard .'Pvm By; scnie: - Klamath Falls, OR 97601 O Tetclaff NTS J (541) 862 - 3451 - er: Tree: A=eDVEU BY: Builder's Aluminum (4100) Single Hung '146 Nyermvn,rrru°• Steel -Stud with Nail Fin Installation (52.125" x 72.00") MY44U99 of 1�1 5 of all' MAX. 14 3 e' FROM O.C. MAX. CORNERS 12 MAX. NA%. N C r �— WINDOW WIDTH (52V MAX.)" TYPICAL ELEVATION WITH FASTENERS General Notes: . V a,rID.'aS1(K a T_ 11/4' n' . EMBEO Mr 1/4'MAX SHIM SPACE I ta.,c me t J K BOV CORNING ie H99 SILICONE GLMING DETAIL TYPICAL VERTICAL FRAME SECTION NOTEi Cautk between unit and apenlnp - w• DOV CORNING U99 SILICONE . I • f 0.RZING DETAIL n MA SHD, S14 SPACE 7 0 • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/e° monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. l • Maximum sizes are buck / net sizes and do not include firls%bNaapesf 7� This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up �� �Q ,•'' to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructionE * , packaged with the window or go to www.ield-wen.com/resourcesriinstallaton. _ o This drawing and its contents are confidential and are not to be reproduced or Copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. MASONRY (NCTL 210-3656-1A) 1 1/4' MIN. EMBEDMENT ---I 1/4' MAX /P SHIM SPACE. MIN EXE v a d TYPICAL H❑RIZ❑NTAL FRAME SECTION i Caulk between unit and aperift, Max Frame DP IMPACT Installation Notes: 1. Seal flange /window to substrate. 2. Use 3/s" Tapcon fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into the concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project Of installation. Digitally signed by Hennes F. Norero, P.E. 4. Fasteners are not required through the sill. Reason: lam approving this document Dale: 2013.10.24 13:08:16-04'00' 1 MY44099 /2010 �'�•���T 3737 Lakeport Boulevard J r, 1\ Klamath Falls, OR 97601 NTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Na.: Masonry Installation (52.125" x 72.00") 01 �i N n 4r MAX. 14 3 e' FROM CORNERS O.C. MAX. �12 MAX. MAX. �—WINDOW WIDTH (5W MAX.)" •, os � ve 3 2 1 V2' MIN EMBEDMENT 1 \ `raw MAx SF@I SPACE I tam 1 � yr v 1199 srLlcmNE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTION NDTE- Caulk between unit and opening DOW CORNING • 1199 SILICOME / aAa >nE I r G-QiW DETAIL MAX 3o , SPACE t0- 4 • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. 77� • Maximum sizes are buck / net sizes and do not include firys\ih 31apneY.I� This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up �� �Q ,• " to the size limitations noted. It is not intended as a guide to the installation, process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructionE * . packaged with the window or go to www.jeld-wen.cemlresourcesfnstallation. ; o Tf This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. WOOD FRAME (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE 1 1/2' MIN. EMBE➢MENT MDI EZE GS V4- 2 3 TYPICAL HORIZONTAL FRAME SECTION NOTE, Caulk between unit and opening. Max Frame DP IMPACT Installation Notes: 1. Seal flange /window to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1 /2" into the wood framing (Min. S.G. _ 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. I/2010 JELD�ITEN 3737 Lakeport Boulevard Klamath Falls, OR 97601 NTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.125" x 72.00") DENTIFTER No. PLANT NAME AND LOCATION: CAD DWG No.: REV: MY44099 Venice Window Division BA4101t_NC7L2103658- A 01 B 0 r4.3/e I.C. MAx. �m m m — WINDOW WIDTH (SW MAX.) w, W MAX. FROM CORNERS General Notes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include firJlo%bWancies./i This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation, process and does not address the sealing consideration that may arise in different: wall conditions. For the complete installation procedure, see the instructionz packaged with the window or go to www.field-wen.comlresourcesfinstallaton. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. MAx my CORNING u99 salcmle TYPICAL VERTICAL FRAME SECTION MTD Caulk between unit and opening ir10�� MAX ---(D NAIL FIN (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE TYPICAL HORIZONTAL FRAME SECTION Max Fram e DP IMPACT Installation Notes: 1. Seal nail fin to substrate. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of %" into the wood framing (Min. S.G. = 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. We recommend using Tegratite'" installation (http:/Avww.jeld-wen.com/newinstallationtechnologyn for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ, wall thickness .060"). Nail Fin extends approximately 1.258" away from frame. -C I/2010 Bolevard JET fir♦ EN Kamath Fallsrt Ru97601 NTS Ll7 �� 1\ (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Nail Fin Installation (52.125" x 72.00") IDENTIFIER Na PLANT NAME AND IDCATIDN: W DWG. Na: 3 of MY44099 Venice Window Division BA4100_NCTL210355& A 02 Ali' MAX. 14.3/8' FROM O.C. MAX. MAX. �-- WINDOW WIDTH (541(t' MAX.)" TYPICAL ELEVATION WITH FASTENERS �s;Ei'i X m 101 Tl�wrph 0. nod �v{• NAx l slml SPALE \ `I •a C�rerE anmd DETAa TYPICAL VERTICAL FRAME SECTION rII1TEi Gulk between unk and opeNnp y," DDV ODU@L LLW SILI®E /l •rt I GLADDY DETAIL ' vY MAY SVmI SPACE 4 3 `STEFl s w ueneral motes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: a/s' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. • tlttlttr Maximum sizes are buck / net sizes and do not include flns%Manaes'� This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the inslrucEonE * . packaged with the window or go to www.jeld-wen.ceMresourcesfinstallabon. _ -0 T This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. STEEL STUD (NCTL 210-3656-1A) 3 Thread MIN. Through Stud --� 18 ga. MIN. 1/4' SHIM STEEL STUD SPACE MAX I�2 �r vn 1 TYPICAL HORIZONTAL FRAME SECTION NUrD Caulk between urdt and opening. Frame JMax DP IMPACT Installation Notes: 1- Seal flange /window to substrate. 2. Use #10 PFH sheet metal screws or greater through frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. No. 02 '/24/2010 3737 Lakeport Boulevard TLC 7■`�w•r scale; NTS J,�aLi7 11 EN Klamath Falls, OR 97601 (541) 862 - 3451 Builder's Aluminum (4100) Single Hung Steel Stud Installation (52.125" x 72.00") 01 W MAX. FROM 14 3/6- CORNERS O.C. MAX. YAX. D u Z �--- WINDOW WIDTH (5716' MAX.)" TYPICAL ELEVATION WITH FASTENERS General Notes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1 /8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris • protection is required by local building code. t]], 11111y, Maximum sizes are buck / net sizes and do not include fir1s1i9 aAge4 This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation, process and does not address the sealing consideration that may arise in different: wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to www.]eld-wen.coMresourcesfinstallation. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. 1 3 Threotl TS 101. Morph saw 3 Thread Through CBRNBJB SIlICBIIE TYPICAL VERTICAL FRAME SECTION NOTES Lnulk bat•wn unit and opening CORNNG 9LICcME STEEL STUD NAIL FIN (NCTL 210-3656-1A) 1/4' SHIN —SPACE NAX TYPICAL HORIZONTAL FRAME SECTION NOTE, Caulk bet•een unit and opming Max Frame DP IMPACT Lie ga NIX srra sTlm 1. Seal nail fin to substrate. 2. Use #10 sheet metal screw or greater fasteners through the frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility, of the architect or engineer of record for the project of installation. 4. Fasteners are not required though the sill. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness 050"). Nail Fin extends approximately 1.258" away from frame. v1101ECT ENCrNEm: onTE: 3737 Lakepor11, t Boulevard 02/25/2010 �T 1'�]'�, N J�•LL7 ��.G Klamath Falls, OR 97601 TetZlaff �NTS (541) 882 - 3451 BY: TITLE: APPRovEC BY: Builder's Aluminum (4100) Single Hung Steel Stud with Nail Fin Installation (52.125" x 72.00") Oil� t� 5 of 5 398 East Dania Beach Blvd. BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of Jeld-Wen Inc. Builder's Aluminum Single Hung Window (4100 Mechanically Fastened) for Florida Product Approval FL# Report No. 2548 Current Florida Building Code Per Rule 61G20-3 Method: Category: Sub — Category: Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com 1— A (Certification) Windows Single Hung Product: 4100 Single Hung Window Material: Aluminum 6063-T6 Product Dimensions: 52.125"x 72" Prepared For: Jeld-Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 0011111 III//f/' Prepared by: ....... F O �'0 Hermes F. Norero, P.E. S' 0 Florida Professional Engineer # 73778 = _ Date: 09/17/2013 Contents: = T T Evaluation Report Pages I —4 % �O '•. pp ��: Installation Details Pages 5 — 6 ,...... Digitally signed by Hermes F. Norero, P.E'���S/���N; Reason: I am approving this document Date:2013.10.24 12:55:43-04'00' Hermes F. Norero, P.E. Florida No. 73778 n BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Jeld-Wen Inc. Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Rule 61G20-3.005 (1)(a) Product Name: Builder's Aluminum Single Hung Window (Non -Impact) 52.125" x 72" FL#: Date: 09/17/2013 Report No: 2548 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Jeld-Wen Inc. based on Rule Chapter No. 61G20-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes F. Norero, 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 current Florida Building Code. See Installation Instructions BA4100_NCTL_230-3656-1, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current 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 current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing BA4100_NCTL_210-3656-1 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions BA4300_NCiL_210-3656-1 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 6 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 0 7/2013 Certificate of Authorization: 29578 Report Noo:: 2548 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation and Management Institute (FBC Organization #: QUA1789) Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA101/I.S.2/A440-05 • TAS 202 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-210-3656-IA, Report Date: 1/22/2010 Report #: NCTL-210-3656-1, Report Date: 2/24/2010 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 6 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 0 7/2013 Certificate of Authorization: 29578 Report Noo:: 2548 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Through Frame Installation: A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete (Min. Fc: = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel substrate (Min 18 Ga., Fy = 33 ksi), use #10 Tek Screw type steel frame anchors of sufficient length to achieve minimum embedment of 3 threads engagement into steel framing. Refer to Installation Instructions (BA4300_NCTL_210-3656-1) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Rating Positive 50 Negative 50 Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 6 12rBUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation Method Jeld-Wen Inc. Builder's Aluminum Single Hung Window (Through Frame Installation) 4YZ'' MAX. FROM CORNERS I J V.li. MAX. X a N H S U' S 0 Z 3 m WINDOW WIDTH (52YB" MAX.)" FL#: Date: 09/17/2013 Report No: 2548 7„ —O.C. MAX. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 6 BUILDING DROPS 12 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Jeld-Wen Inc. Builder's Aluminum Single Hung Window (Nail Fin Installation) 4)z" MAX FROM 3" O.C. CORNERS MAX. 4 4 P P X a N n H aw W 2 Z_ I b b b b WINDOW WIDTH (52)'e" MAX.)" 13" —O.C. MAX. FL#: Date: 09/17/2013 Report No: 2548 Hermes F. Norero, P.E. Florida No.73778 Page 6 of 6 398 East Dania Beach Blvd. BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of Jeld-Wen Inc. Builder's Aluminum Single Hung Window (4100 Mechanically Fastened) for Florida Product Approval EL# Report No. 2548 Current Florida Building Code Per Rule 61G20-3 Method: Category: Sub — Category: Product: Material: Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com 1— A (Certification) Windows Single Hung 4100 Single Hung Window Aluminum 6063-T6 Product Dimensions: 52.125"x 72" Prepared For: Jeld-Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 09/17/2013 Contents: Evaluation Report Pages 1 — 4 Installation Details Pages 5 — 6 F.. O _ 7_ -*= �0 Digitally signed by Hermes F. Norero, P.E. 1111111100tJN�� Reason: I am approving this document Date:2013.10.24 12:55:43-04'00' Hermes F. Norero, P.E. Florida No. 73778 nBUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Jeld-Wen Inc. Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Rule 61G20-3.005 (1)(a) Product Name: Builder's Aluminum Single Hung Window (Non -Impact) 52.125" x 72" FL#: Date: 09/17/2013 Report No: 2548 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Jeld-Wen Inc. based on Rule Chapter No. 61G20-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes F. Norero, 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 current Florida Building Code. See Installation Instructions BA4300_NCTL_210-3656-1, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current 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 current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing BA4100_NCTL_230-3656-1 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions BA4100_NCTL_230-3656-1 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 6 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 0 7/2013 Certificate of Authorization: 29578 Report Noo:: 2548 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation and Management Institute (FBC Organization #: QUA1789) Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA101/l.5.2/A440-05 • TAS 202 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-210-3656-1A, Report Date: 1/22/2010 Report #: NCTL-210-3656-1, Report Date: 2/24/2010 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA1789) Hermes F. Norero, P.E. Florida No.73778 Page 3 of 6 n BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: Date: 09/17/2013 Report No: 2548 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Through Frame Installation: A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel substrate (Min 18 Ga., Fy = 33 ksi), use #10 Tek Screw type steel frame anchors of sufficient length to achieve minimum embedment of 3 threads engagement into steel framing. Refer to Installation Instructions (BA4100_NCTL_230-3656-1) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Rating Positive 50 Negative 50 Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 6 12rBUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation Method Jeld-Wen Inc. Builder's Aluminum Single Hung Window (Through Frame Installation) 13" O.C. 4Yz" MAX. FROM CORNERS IVIHn. X Q i N r F- S W 2 0 Z_ �- WINDOW WIDTH (52Ya" MAX.)" FL#: Date: 09/17/2013 Report No: 2548 7„ —O.C. MAX. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 6 BUILDING DROPS 12 A Perfect Solution in Every Drop1 Certificate of Authorization: 29578 Jeld-Wen Inc. Builder's Aluminum Single Hung Window (Nail Fin Installation) 4Y2" MAX. FROM CORNERS J . MAX. � X Q N n H S U W 2 0 Z 3 6 6 b b �el WINDOW WIDTH (52Ye" MAX.)--� 13" —D.C. MAX. FL#: Date: 09/17/2013 Report No: 2548 Hermes F. Norero, P.E. Florida No. 73778 Page 6 of 6