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WS-12-1020 (2)Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 jj t� 1�'� Permit No.�n t° t 2.() Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit T : BUILDING ROOFING (Fee Simple Titleholder): 1, V 1�, OWNER: Name ee Sim le Titleholder : V 605 Phone#: ; 2,O5 -J 2 3"K» Address: S 9S S-r City: ifYVl Gt 1f - 0 S Aare.S State: -- Zip: J3 S bB Tenant/Lessee Name: Phone#: LETS JUN 0 4 2612 �f Y: Email: JOB ADDRESS: 0 5 3 City: Miami Shores County: Miami Dade Folio/Parcel #: 9 11 v 2a _o m 044 3 coon k)- \\ \nroc -le,G Is the Building Historically Designated: Yes NO Zip: Q� Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954.792.4415 X3`3 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#796 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Engineer: ' VI) C." ) (- e!„. Phone #: c 9 fly/ & 0 Value of Work for this Permit: $ V� Square/Linear Foo Work: Type of Work: DAdditio OAlteration ONew epair/Replace ODemolition Description of Work: ILL.) ce e to ***************************************F ************* * * * * * *** * * * * * * *** * * * * * * *** ** * ** Submittal Fee $ Permit Fee $ 0396 O° CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $. o- 7' J -� to ir Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AEF.u)AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The fore :oing instrument was acknowledged before me this I Contractor The foregoing instrument was acknowledged before me this d a y of u ,2017_, by 050,k 5he day of , O U ,2007, ,byiCa_Q who is personally known to me or who has produced who is personally known to me or who has produced ntification and who i oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Exp. NOTARY PUBL ! I : . . P' ,'i• Sign: gn : _ Print My Commiss *************************************+ * * * * * * * * * * * * * * * * * * * * *** * * * * ** ** €rs . +six * * * * * * * * * ** *+six * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk Florida Home homeroom Associates License No. CDC 061690 / 45344818 4070 SW 306 Ave., Hollywood, Ft. 33312 Job# 1 5 Replacement Windows Contract Name: O S i € Address Home Phone: 4/9rini; City This Contract is made and entered into this day of - a Florida corporation ( "Contractor' or `FHA ), and owner(s) named Lis vim. Contractor agrees to perform the work described below: 1) Remove existing units to be replaced. (NOTE Removed items are likely to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) WINDOWS: __„ PHA Energy Storm Saver Simonton Vinyl Insulated install Aluminum insulated, Aluminum Non- Insulated 4) • Doors. ._FHA Energy Storm Saver _Aluminum insulated, '° MrnrlmrmNoMnsulemd bnpact:. ( ) Non-impact:( Broward Tab 854-7024415 Miami Dade Tel: 3054454469 Fare 954 - 7022170 Web: FHAPRODUCTS.COlt Emelt INFO8HAPRODUCTS.COrd /.Phone: State Zip 20�^y . AAt and between Florida Home improvement A1:adates, Inc, of the residence located at the address listed above (" owner). ) Color:10km 'X Taru, iifikeigraDDI AF FA FAAF AAF FAA Qty Qty Qty_ Qty: Qty: Qty Directions we viewed Sam the inside. On sliding glass doors Active and Fixed Panes we Ides. On Casts and single Dirndl doors the hinge Is identified Right Hinge and Lett tie. On Doublearench Doors the more arass door's $ en69ed 11annish:� Ma) LH() RA() IA) ) atY c. QtY My_ Glass: I J rkcf GST 4- -:ii/& o,itrI2o:5 J%'/4?ALHERE-) Warranty: Wiwithrcturees Warraany petMon. 5) Work NOTtobe replaced. o o m 0 INITIAL HERE 6) If applicable, removing panels or 7) Sper3al instratd{ornsC .2 rvii.e, �P > ii 8) CIeanup,[ab dpbtlS and provide.ne nary. 9) appicable,frttheerientthatContradardatitp}bbif au pso l rshall refund any pratcuspaYft +tsar Is 'FOfR0 1°s +larorty. AND r than norms, • be done y. . , . } `Won ..:+ /inn' , ; . L'' ice`.. .r® ule: Contractorshall commen Vire work withi daps after execution of the Contract (the "Commencement Dateiandsh ellen a complete all Work hereunder within ys after Commencement Date. The TOTAL PRICE for all Labor and Materials (including any applicable discount) is Sales Tax $ (if applicable) Balance Payable • $ ` Total Contract Price $ / Contractor will provide to Owner a Final Waiver and Release of Lien and Contractors to Owner, substantially simuarto the forms 4I P A 1,± $ Down Payment included In chanter 713: •120051. Ctrde one: (YES of elects to apply forftnandng of the above tatueheapwin amount. /jyes 1s winded, seefhnandng agreement and related Notiartothabierter,Iffinandngis beingo by Owen a).Onmt td+bt wamrartix)inblank. b)• You ere entitled toa copy of the aomeactat theft* Yolk xesPltto Protest Your lead The finandel documents ailed d toads home improvement contactnaycos a margarita or edemas create a lien on your property that =Ad be foreclosed on if you do not pay. Be sure you understand erg provisions ease contract and hsandal documents beforeYesslgn : This' contract contains the entire contract of the parties. it mar Plot be Changed orally but only by a signed change order c,rether written amendment The waiver by any party of a breach of any provision of this contract shag not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this art, upsler seal, as of the. day and yleart :pbaye w(ten.. You the Buyer may cancel this transaction at any time prior to mkhdghton the third business day after the der) o of his tr`ainsaction. See the attached notice of cancellation form for an explanation of this right. Owner. �o'aca4�m Final (Signature of Owner) (Signature of Owner) vd/- 71-0„.00.1 Home Owners Association Name: Phonefif: YES ( ) NO (X) Building Name: it Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item Vi Text only Ua Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206- 014 -3600 Property: 1053 NE 95 ST Mailing SEAN SHEA &W ROSALIE Address: 1 Living Units: 1053 NE 95 ST MIAMI FL Adj Sq Footage: 33138 -2547 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 5/4 Floors: 1 Living Units: 1 Adj Sq Footage: 3,275 Lot Size: 21,300 SQ FT Year Built: 1940 $50,000/ $231,695 5 -6 53 42 MIAMI City: SHORES SEC 3 PB 10- Legal 37 E1/2 LOT 22 & LOTS Description: 23 & 24 & W1/2 LOT 25 BLK 81 LOT SIZE IRREGULAR OR 10993- 51 0181 1 Assessment Information: Year: 2011 2010 Land Value: $244,778 $257,252 Building Value: $278,489 $280,341 Market Value: $523,267 $537,593 Assessed Value: $281,695 $277,533 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $231,695 $50,000/ $227,533 County: $50,000/ $231,695 $50,000/ $227,533 City: $50,000/ $231,695 $50,000/ $227,533 School Board: $25,000/ $256,695 $25,000/ $252,533 Sale Information: ale Date: 1/1981 ACTIVE TOOL: SELECT Page 1 of 2 MIAMI DARE WE 'SE 95, Aerial Photography - 2009 My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser 0 116 ft Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary ede Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/14/2012 P :=q h -(GCP- GCp I) V(mpb) 175 I620FBC for HVHZ, or Fig 26.5 -Ia Risk Categsr B Table 1.5 -1, page 2 Exposure C Section26.7 Rd 0.8.5 Table 26.6 -1, page 250 KW 1 Figure 26.8 -1, page 252 GCpi 0.18 -0.18 • 0.55 pitch of roof 3112 14.0 degrees theta 14.0 degrees Specialty Engineedng Consultants, Inc. 1589 8W 30 Avenue, Suite 820 Boynton Beach, FL 334328 FL. CA8 009217 Wi d Wooten South Florda Area of component Area of component Dada Sneered Palm Beach Ares ofcompoaem Risk cal. I 165 156 156 Low risk to Imams (farms, sheds) Risk Cal. 2 175 170 170 Single Family Residences Risk Cal. 3&4 186 180 190 Essential Facilities Inteloctlotte end limitations of Use Chadarpt¢vlde wind pressures based on the mean roof height And shall not exceed 60'47'. Design pressures are for an enclosed bultnding (shutters or other Impact resistance protection required). 1 2 3 User shell determine the mean roof height, (Eava height+ Roof Peak)!2. 4 End zone distance Is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3' -O 5 If 50% Of a component Is bra particular zone then that component Is considered to be in zone with the majority of the area. If question able then place in Zone 5 8 7 window, mullion has tributary that is be used. Area of components to rounded down but shall not be less than 10 st Each ntimpon�td ow, door, m a area area to For NOA's 8mf require a Kd =1.0 then multiply the values listed herein by 1.18. !a Wind pressures are based on Allowable stress design. 9 Design pressures fisted herein are veld for Exposures B and C and not exposure D. 10 Charts antvalues listed herein are only valid when sign 11 Wind design pressures are calculated In accondetke Gary McDougle, PE 858214 12 No reduction Is taken for elopes less then 10 degrees. Moen Roof Height Area of component Area of component Area of component Area of component Area of component Ares ofcompoaem Arm of component Area of component Area of component Area of component Area of compound 10.0sf 15.0sf 20.0 sf . 25.Osf 30.0 of 35.0 sf 400af 45.0 sf 50.0sf 550sf 60.0 sf Zoe Zone Zone 4 38.8 -42.2 Zone 5 38.8 -51.3 Zone 4 40.1 43.4 Zone 5 40.1 -53.6 Zone 4 37.9 -41.4 Zone 5 37.9 -49.8 Zone 4 37.5 - 41.0 Zone 5 37.5 - 49.0 Zone 4 37.1 - 40.6 Zone 5 37.1 - 48.3 Zone 4 36.7 - 40.2 Zone 5 36.7 -47.5 Zone 4 36.2 - 39.8 Zone 5 36.2 -46.8 Zone 4 35.8 - 39.4 Zone 5 35.8 -46.0 Zona4 35.4 -39.0 Zone 5 35.4 -45.2 Zone 4 35.0 -38.6 Zone 5 35.0 -44.5 15 40.1 -43.4 40.1 53.6 16 -44.0 -54.4 39.3 -42.8 39.3 -52.0 40.6 -44.0 40.6 -54.4 38.4 -42.0 38.4 - 50.5 38.0 -41.6 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 - 40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 33.9 -39.5 35.9 -45.8 35.4 -39.1 35.4 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 - 52.7 41.1 -44.6 41.1 -55.1 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 - 50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 372 40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3. -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 41.6 -45.1 41.6 -55.7 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 49.4 37.7 -41.3 37.7 48.6 37.2 -40.9 372 -47.8 36.8 -40.5 36.8 -47.0 36.3 - 40.1 36.3 -46.2 19 42.1 -45.7 42.1 - 56.4 40.8 -44.4 40.8 -54.0 42.1 -45.7 42.1 -56.4 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 49.1 37.6 -41.4 37.6 48.3 37.2 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 42.6 -46.2 42.6 -57.0 40.3 -44.0 40.3 -52.9 39.8 43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 41.4 37.6 48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 43.0 -46.6 43.0 -57.6 40.7 -44.4 40.7 - 53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 48.5 37.5 -41.4 37.5 -47.7 22 43.4 47.1 43.4 -58.1 42.0 45.8 42.0 -55.6 43.4 47.1. 43.4 - 58.1 41.1 -44.9 41.1 - 54.0 40.7 -44.4 40.7 - 53.2 40.2 44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 48.2 23 43.8 -47.5 43.8 - 58.7 42.4 -46.2 42.4. -56.2 43.8 -47.5 43.8 -58.7 41.5 -45.3 41.5 - 54.5 41.0 -44.9 41.0 - 53.7 40.6 -44.4 40.6 - 52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 - 50.3 38.7 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.6 44.2 - 59.2 42.8 -46.6 42.8 - 56.7 44.2 -48.0 44.2 -59.2 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 - 53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 433 39.5 -50.8 39.1 43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 47.0 43.2 -57.2 44.6 -48.4 44.6 - 59.7 422 -46.1 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3. -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 40.3 -52.1 39.9 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 48.8 45.0 -60.2 43.5 .47.4 43.5 -57.6 45.0 -48.8 45.0 -60.2 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 -45.1 41.2 - -53.4 40.7 -44.7 40.7 - 52.5 40.2 -44.2 40.2 -51.6 39 7 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 47.8 43.9 -58.1 45.3 -49.2 45.3 - 60.7 42.9 46.9 42.9 - 56.4 42.4 46.4 42.4 -55.5 42.0 45.9 42.0 -54.6 41.5 -45.5 41.5 -53.8 41.0 -45.0 41.0 - 52.9 40.5 -44.6 403 - 52.0 40.0 -44.1 40.0 -512 39.6 -43.6 39.6 -50.3 28 45.7 -49.5 45.7 - 61.2 44.2 48.2 44.2 -58,5 45.7 -49.5 45.7 -61.2 43.3 -47.2 43.3 -56.8 42.8 46.8 42.8 -55.9 42.3 -46.3 42.3 -55.1 41.8 -45.8 41.8 -54.2 41.3 -45.4 41.3 -53.3 40.8 -44.9 40.8 - 52.4 40.4 -44.4 40.4 - 51.6 39.9 -44.0 39.9 -50.7 29 46.0 -49.9 46.0 -61.6 44.6 48.5 44.6 -59.0 46.0 -49.9 46.0 -61.6 43.6 -47.6 43.6 -57.2 43.1 -47.1 43.1 - 56.3 42,6 -46.6 42.6 -55.5 42.1 -46.2 42.1 -54.6 41.6 -45.7 41.6 -53.7 41.1 -45.2 41.1 - 52.8 40 7 44.8 40.7 -52.0 40.2 -44.3 40.2 -51.1 30 46.3 -50.3 46.3 - 62.1 44.9 48.9 44.9 -59.4 46.3 - 50.3 46.3 -62.1 43.9 -47.9 43.9 -57.6 43.4 -47.4 43.4 -56.8 42.9 -47.0 42.9 -55.9 42.4 -46.5 42.4 - 55.0 41.9 -46.0 41.9 -54.1 41.4 -45.6 41.4 -53.2 40.9 45.1 40.9 -52.3 40.5 -44.6 40.5 -51.4 MAY 3 0 2012 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address:1053 NE 95 ST MIAMI SHORES FL 33138 (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW 11- 1114,04 +50.9 -50.9 +40.1 -43.4 111 1/2 x 62 3/4 NO YES 2 DOOR 12- 0208,03 +75.0 -85.0 4, 4, 39 3/8 x 831/2 4, 4• 3 WINDOW 11- 1110,18 +70.0 -75.0 .(, -53.6 351/4 x 37 3/4 4, 4, 4 .1. 4, 4, .j, 4, -43.4 37 x 50 3/8 4, 4, 5 4, .l:` 4, .j, 4, -53.6 36 x 50 3/8 4, YES 1 x 3 4, 6 4, 4, 4, 4, 4, 4, 4, 4, YES 1 x 3 y 7 4, 4, 4, 4, 4, -43.4 37 x 381/4 4, 4, 8 4, 4, 4, 4, 4, -53.6 37 x 50 3/8 4, .(. 9 .L 4, 4, 4, .), -43.4 4, 4, 4, 10 DOOR FL10537.1 +80.0 -80.0 4, 4, 24 x 79 3/4 4, 4, 11 .j, J, 4, 4, ,l, -53.6 30 x 77 4, - 4, 12 4, 4, 4, 4, 4, 4, 32 x 771/2 .f, 4, 13 4, J, 4, 4, 4. 4, 24 x 78 4, 14 12- 0208,3 +100.0 -140.0 4, 4, 331/2 x 80 3/4 .l• .L �� .�_ 15 16 17 18 19 20 21 22 23 24 I FHA - DIAGRAM SHEET MEASURING TECH CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEi is- a t tyc GHT FLOOR NIIIPASER )64 loS i2. lo 7SURE ATE TOTAL #.OF FLOORS ! s-- ( i i F • i ( ! iT I ! f t 5 ,I ! t .._. ... 1 , _. _.. {.. _ gg yyAr� �r � , � 4 t .i y — ._.... t j— i �F i_ i d 3 — � 3 i i a t i z-- k t ^�•_ Y } � i t .mss � ucu6• ..yj"{�^'°tti�ii• 3 i ...... .. 7 f • ^. ... _�.. N ; t �t 1 t i! i i e. t t� 5 F C s ems. ._. ._ t Ili t( • t t , ;, Y t j— F c i i DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, F134275 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 "CA -740" Aluminum Casement Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Windows, Impact ", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, 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 Missile 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 liter ature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08-0117.11 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aav /pera/ •1.10 U APPROVED 5-642 17J ‘AcA NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 05- 1129.11 and 03- 0611.02) 2. Drawing No. 7045 -8, titled "Aluminum Casement Windows, Impact ", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17 /02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, 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 20194 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 2. along with marked -up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL --4607 and FTL -4608, dated 05/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1129.11) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 3729, FTL -3587, FTL -3582 and FTL -3580, dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by manufacture, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08- 0117.11) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Re ulatory Affairs (PERA) • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI1 "1'ED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Into-layer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex - Clear or colored Interlayer "dated 04/21/11, expiring on 04/21/16. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC 2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. • 4. Statement letter of no financial interest, independence, conformance and compliance with the Florida Building Code, dated 01/11/08, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 08. 01.17.11) 5. Laboratory compliance letters for Test Reports No.'s FTL -4607 and FTL -4608, issued by Fenestration Testing Laboratory, Inc., dated 05/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1129.11) 6. Laboratory compliance letters for Test Reports No.'s FTL-3729, FTL -3587, FTL -3582 and FTL -3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0611.02) G. OTHERS 1. Notice of Acceptance No. 08 -0117.11, issued to PGT Industries for their Series "CA-740 Aluminum Casement Window -•- L.M.I." approved on 05/15/08 and expiring on 05/22/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.11- 1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 E -2 NOTES' LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED — GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. X D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATE) GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ®F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. IN MIAMI -DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.® 2. CONFIGURATIONS: X, XX XO,OX, XOQ AND O CONFIGURATIONS OPTIONS X O 0 X X X 0 0 0 X X X 0 X UNEQUAL LITE8 x O UNEQUAL LITES O X UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX° CONFIGURATIONS SEE SHEET 8. F. FOR XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR M XOX" & "XO" OR "OX' CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX 4° FROM CORNERS MAX 4" & 7" ON EACH SIDE OF MEETING RAILS MAX 141/2" SPACING ON VENTS MAX 13" SPACING ON FIXED LITES (2) ANCHORS 3° APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN ® SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 8. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. t 7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4807 AND FTL -4608. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). nr,ae3y, oei.: no9ew,:x FJL 7/10/03 C NO CHANGE THIS SHEET Rem sp nett FJC 8/23/05 Rowe or J.J. wee 10/24/11 3s1 D ADD 78' HT., GLASS TYPES FAND a REWSE ANCHORAGE. EEC 2010 CODE CHANGE 8 30' RULE feada,c E Dam or oxe 7102 W"aU"ep. wre 1070 TECHNOLOGYDRWE NOKOM78, FL 34275 P.O. 8921523 NONOMiS, FL 34274 BZ VL Ibly Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Serketkdok CA-740 NTS awe lk�yNd I a 13 7046.8 `N��ON�LYN F4 ','', CENS t$jy * ' No. 58705 ;13 : 6- ,2q - 0 om•. STATE OF lLti� //'s A.I /ON AL fr' n4l1661,b� P.E058705 A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER f-•-- 1/8" HEAT STRENGTHENED GLASS 0 30 Ij .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 3/8" AIR SPACE 1/8" HEAT STRENGTHENED A OR TEMPERED GLASS 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT (--- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OILHEAT STRENGTHENED LASS AIR • PACE 1/8" ANNEAL = D OR A TEMPERED CLASS 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL IN MIAMI -DADE "ANY IG UNIT INSTALLED OVER 30' MUST UPGRADE THE OUTBOARD LITE TO TEMPERED. 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL PRODUCT REVISED as oomPly�B with the Pond" Building Cetio 7/10/03 noter Revisbast C Reaetelom NO CHANGE 7788 SHEET ADO WMFLAM LO. W/7M61AM1 & CORDED T DAP LAN DETAIL J«L ex 1» 101201 rtertabnw E SO' RULE Ammer FJ6 08/203 tamm4ey. DsEn 10707ECHNOLOGYORM NOXOM19 FL 94170 P.O. BQX 1889 NOKOMIS, FL 34274 PST Vtc161y Bette+' GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA-745 Saab NTS Oat 2 d 13 badly Ms 7045-8 P.E1f 88705 CENTERLINE 1 1/2 "ii 1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 4° MAX. / 7" - ► -"--4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX WIDTH 53" MAX 30" MAX. DAYLIGHT DAYLIGHT OPENING OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 4° MAX 4° 141/2° MAX 0.0. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID-SPAN ANCHOR DETAIL TYP. (2) A 69" MAX DAYLIGHT PRODUCTDEVI= OPENING as complying with 6m Florida Buildlog Code Asceptitnee No 11Q1 76" MAX. HEIGHT 69" MAX. DAYLIGHT OPENING A 76" MAX HEIGHT 13" MAX. 0.0. 4" MAX 14" MAX. 37" MAX 13 " MAX O.C. --I" 0.1 VENT TYP. 60" MAX. FIXED I 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) Rend o F.K Rend BF D"x 7/10.03 Vidir 0123.06 Dar 10!14/11 Redd= Revtdoner C D E ADD HINGE LOCATION DETAILS CHANGE MAX HT. T070° AND MAX DLO TOM? NO CHANGE TIM SHEET F.K 12/17/12 eXesiseille Oft 1070 TECHNOLOGY DRIVE NOKOMIS, PL 34270 P.O. EQK1529 NOKOMIS, FL 34274 V Bettxt. 90C"& "xOX° ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT e CA-740 I NTS lase 3 w 13 OmmivNa 7045-8 mdaa Contro /2( > SEE MfiETING RAILAETAIL (2) \/ • r 141/2° MAX 0.0. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID-SPAN ANCHOR DETAIL TYP. (2) A 69" MAX DAYLIGHT PRODUCTDEVI= OPENING as complying with 6m Florida Buildlog Code Asceptitnee No 11Q1 76" MAX. HEIGHT 69" MAX. DAYLIGHT OPENING A 76" MAX HEIGHT 13" MAX. 0.0. 4" MAX 14" MAX. 37" MAX 13 " MAX O.C. --I" 0.1 VENT TYP. 60" MAX. FIXED I 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) Rend o F.K Rend BF D"x 7/10.03 Vidir 0123.06 Dar 10!14/11 Redd= Revtdoner C D E ADD HINGE LOCATION DETAILS CHANGE MAX HT. T070° AND MAX DLO TOM? NO CHANGE TIM SHEET F.K 12/17/12 eXesiseille Oft 1070 TECHNOLOGY DRIVE NOKOMIS, PL 34270 P.O. EQK1529 NOKOMIS, FL 34274 V Bettxt. 90C"& "xOX° ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT e CA-740 I NTS lase 3 w 13 OmmivNa 7045-8 mdaa Contro How for F." DENOTES HINGE LOCATION AT HEAD & SILL OF "X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID-SPAN ANCHOR DETAIL -\ SHT. 3 TYP. (2) - HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 141/2" MAX. O.C. VENT HEAD & SILL ONLY 0123106 13" MAX O.C. 4" MAX 37" MAX. WIDTH 30 ". MAX. -+-DAYLIGHT- - OPENING 69" MAX. DAYLIGHT OPENING X 4" MAX. L_ SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 76" MAX. HEIGHT ELEVATION "D" - "X" 14 1/2" O.C. (SEE SHEET 6 FOR PRESSURES) 30° MAX DAYLIGHT OPENING 97" MAX WIDTH SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4° MAX 4° MAX. T ELEVATION °E" - "O" (SEE SHEET 7 FOR PRESSURES) 60" MAX. WIDTH 63" MAX. DAYLIGHT OPENING A 69" MAX DAYLIGHT OPENING 53" MAX DAYLIGHT OPENING �--� -13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.0 • 4" MAX. 0 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" LLB 37" I . VENT I - 60" MAX. FIXED I ---■ -� -13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" -'XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT Ravlatorox C fake 7110/03 e"« 1024111 2/17/02 tangos 0 E ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX HE TO 70. AND HNC OW TO Or NO CHANGE THIS SHEET *woo BA. FJC 1070 TECHNOLOGY DRIVE NOHOhfl3, PL 34276 P.O. BOX 1620 NOKOMIS, 8.34274 rdr Visibly Better "X", "0", °XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Bmke2mdt 04 -740 NTS or 13 aadvte 7045-8 PRODUCTRENISED as Building Gulp the Florida > No Ba Control 10.18 /2a/3 \\0��NN 4YM /t4 a/,i,� No.S &705 it / / / �SION A�' 6* / / \\ P.ES58105 ' 0 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" LLB 37" I . VENT I - 60" MAX. FIXED I ---■ -� -13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" -'XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT Ravlatorox C fake 7110/03 e"« 1024111 2/17/02 tangos 0 E ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX HE TO 70. AND HNC OW TO Or NO CHANGE THIS SHEET *woo BA. FJC 1070 TECHNOLOGY DRIVE NOHOhfl3, PL 34276 P.O. BOX 1620 NOKOMIS, 8.34274 rdr Visibly Better "X", "0", °XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Bmke2mdt 04 -740 NTS or 13 aadvte 7045-8 PRODUCTRENISED as Building Gulp the Florida > No Ba Control 10.18 /2a/3 \\0��NN 4YM /t4 a/,i,� No.S &705 it / / / �SION A�' 6* / / \\ P.ES58105 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOW FTL -3729 GLAZING OPTIONS: A. 5/18" LAMI (1/8"A,.090,1/8"HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) . 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1 /8 "H8,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 . 43 48 50 5/8 54 57 60 63 66 69 72 NEG POSJ NEG POS NEG POS N OS NEG POS NEG POS NE POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -88.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 433.6 70.0 -79.9 70:0 -75.4 70.0 -72A 70.0 - 69.9 69.9 -67.8 67.8 - 66.2 66.2 - 65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87A 70.0 -77.6 70.0 - 68.4 88.4 - 63.9 63.9 - 60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53A -51.3 51.3 -49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -88.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 - 43.9 43.9 -42.2 42.2 B,E -90.0 70.0_ -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 '65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.8 - 45.2 45.2 -42.4 42A B,E A -75.0 - 75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 - 75.0 70.0 70.0 -75.0 -70.4 70.0 70,0 -75.0 - 80.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 48.4 -43.5 43.5 -41.1 41.1 -38.8 38,6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS • TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 8 complying with Building *Plo coao ar*opta wo No -► A i 0 .(E TABLE 2A. 'X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/18" LAMI (3/16 "A,.080,3 /18 11S) F.13/16" LAMI (1/8"A,AIR SPACE,7 /16" LAMI -W/ 3/18 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 1-55.0155.0 NOTES: ® X r,�aua cal oNl Uiii,, 1. FOR IN CRETE-FLEX IN ANCHORS. OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE USE ELCO 1 /4 ' .TAPCONS OR 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. ��'.\`' N��Eas 4,o /o,'' �r' • ` ••. •Ir ;. * f No.58705 '� '• s7 R �.: . • O ' P:' Z` �� ••• FOR10, `(�; /' /,irSIONAI} -ti`o`� A. LP.E.55114,1l P.E.5 68705 Rend BF FIG 703 C NO CHANGE THIS SHEET amoTECNrrocoGrOwvE NOKCHNOLp 34278 PO 8gX482& NOKO , FL3W4 - PRESSURES- X CONF/G. WINDOWS Rand Br• FJG + 8129/86 D REVISE ANCHORS SADO TB° HEIGHT OPTION xa" ALUMINUM CASEMENT WINDOW, IMPACT , `�"r. Br 98124f?, a NOCHfWOETM3SNEE7 !Mona,: EIC 0"fs 12/17102 Waded 87 "� /Lty B e.ronua. co aa4 "mke NTS Baum S 93 ammo, No. I 704fr8 xex I E COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/18" LAMI (1/8 "A,.090,1/8 "HS) HEIGHT 26 31 38 - 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 POS 70.0 NEG POS NEC POS NEG POS NEC POS NEC POS NEC POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.8 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8"HS,3/8" SPACE,5/16" LAMI -W/ 118 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7116" LAMI (3/16 "A,.090,3118 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/18 "A,.090,3 /16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 56.0 NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F.. R.,"aey: Ada er RIC Ra,aey. Dam 0.09/05 Ds* 10/24111 Rcv1 D Rerkbate E REVISE ANCHORS &ADD TABLES 76' HEIGHT OPTION NO MANDE THIS SHEET SEE F.K. X 1/02 ClookedBx Dam 1010 7EOISVOLOOY DRIVE NOKOMIS, FL 94278 P.O. BOX 1828 NOKOMIS, FL 94274 130- Viably Better PRESSURES - XX CONF!G. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Sedesebdet OA-740 Spew NTS 6 a 13 7045-8 E PRODUCTREVISBD as Building complying with urertwMa Ai:avianm No "' L Mots Miami a ,:PtuduetCoauo COMPARATIVE ANALYSIS TABLE 8. °O° & 1/41/2 -1/4 XOX° WINDOWS TEST REPORTS: FTL -3682, FTL -3729, FTL -4607, FTL -4808 WIDTHS °0° XOX° GLAZING OPTIONS: A. 5/18' LAMI (118 °A,.090,1 /8°HS) B. 6/16° LAMI (1/8148,.090,1/8°HS) C. 7116° LAM/ (3/167A,.090,3/16°HS) E. 13/18' LAMI (1/8°HS,3/8° SPACE,6116° LAMI- W11/8°HS,.090,1/8°HS) F.13/18' LAM/ (1 /8°A,AIR SPACE,7M6° LAM/ -W/ 3/18'A,090,3/18°HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 60 NEC POS NEC POS NEG POS NEG POS NEC POS NEG POS NEC POS NEC POS NEG POS NEG "OS NEC POS NEGIPOS 38 72 A -75.0 70.0 -78.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 -51.1 61.1 -47.9 -44.8 44.8 -422 -39.7 39.7 B,E -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37 74 -75.0 70.0 -76.0 70.0 -73.7 70.0 -87.9 87.9 -59.0 59.0 -52.8 52.8 -46.4 48.4 -43.5 43.5 -41.1 38.6 B,E -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 391/2 79 A -75.0 70.0 -76.0 70.0 -67.8 87.8 -82.1 62.1 -66.7 65.7 -49.8 49.8 -48.9 -43.6 43.6 41.1 -38.6 38.8 -38.5 B,E -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -76.0 70.0 -75.0 70.0 42 84 C,1 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -62.4 82.4 -68.4 88.4 -63.3 83.3 53.4 -60.0 -90.0 70.0 -87.4 70.0 -832 70.0 60.0 44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -76.6 70.0 -55.01 55.0 45 90 A -76.0 70.0 -70.3 70.0 -68.0 68.0 -64.8 54.6 -59.3 69.3 53.6 B,E -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -50.9 60.9 -47.6 70.0 47.5 -44.7 44.7 42.1 -39.7 39.7 -75.0 70.0 70.0 -75.0 70.0 C,F.. -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -882 48 98 A -75.0 70.0 -55.0 65.0 -54.3 54.3 -51.1 61.1 -55.1 55.1 51.4 -48.6 -81.8 70.0 70.0 -72.4 70.0 -892 692 45.3 -42.5 -40.4 40.4 -38.4 38.4 B,E -78.0 70.0 -76.0 70.0 -78.0 70.0 -78.0 70.0 -75.0 70.0 70.0 70.0 -76.0 70.0 -75.0 70.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -80.9 -75.0 -70.7 70.0 67.3 -6321 632 801/2 101 -76.0 70.0 -80.8 60.8 -61.3 51.3 -48.3 48.3 -62.7 52.7 -48.7 48.7 48.9 -41.3 41.3 -392 -37.1 37.1 B,E -75.0 70.0 -78.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 70.0 631/8 108 3/8 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 70.0 -70.3 70.0 88.8 -76.0 70.0 -58.7 68.7 -48.7 48.7 -45.4 48.4 -50.0 60.0 48.1 -442 44.2 -422 422 -40.1 40.1 -83.6 -38.0 83.6 38.0 -382 40.61 49.0 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -76.0 70.0 -72.4 70.0 C,F 54 108 A -90.0 -78.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 70.0 -71.1 70.0 -83.0 -80.0 80.0 -67.3 57.3 -53.81 63.8 70.0 -58.2 58.2 -47.0 47.9 -44.8 44.6 -49.1 49.1 -45.3 -43.4 43.4 41.9 -39.8 39.8 -37.8 37.8 B,E -76.0 700 -76.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 70.0 -76.0 70.0 -70.1 -75.0 70.0 -75.0 70.0 70.0 -71.8 70.0 551/2 111 A -78.0 70.0 -57.1 67.1 -48.4 48.4 -43.3 43.3 -47.5 47.6 -43.9 43.9 -42.2 42.2 65.4 -61.8 -59.1 59.1 40.8 -39.1 -372 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 70.0 70.0 -70.8 70.0 C,F -90.0 57 114' A -75.0 70.0 70.0 -90.0 -88.2 70.0 -682 -90.0 70.0 -90.0 70.0 -44.8 44.8 -42.1 42.1 -84.3. -482 70.0 -72.8 70.0 -83.6 83.6 80.1 -57.5 -54.8 54.8 482 42.5 -41.2 412 -39.8 -38.5 -34.8 34.8 B,E -75.0 700 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 70.0 70.0 -75.0 70.0 -76.0 70.0 -73.3 70.0 C,F -90.0 70.0 -90.0 681/2 117 A -742 70.0 -86.0 70.0 56.0 -90.0 70,0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 -61.8 81.8 58.7 -532 402 -38.7 38.7 -37.8 37.8 38.1 -342 342 B,E -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 70.0 -78.0 -75.0 70.0 70.0 -722 70.0 -68.4 68.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -93.0 70.0 -79.4 70.0 -690 69.0 -64.9 -67.3 -51.6 51.6 -43.8143.8 80 120 A -72.9 70.0 -53.4 63.4 -42.2 422 -39.7 39.7 -43.6 43.5 -40.4 40.4 -39.2 392 37.6 38.7 -35.5 35.5 33.7 B,E -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 70.0 -73.3 70.0 70.0 -87.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 67.3 63.3 591 55.9 -53.0 53.0 -50.0 TABLE 7. TEST REPORT: FTL-3680 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELC01/ar TAPCONS OR A 1/4' 554 CRETE-FLEX ANCHORS. 2. IF INSTAWNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 2 Rem?* Data AK 7/10103 Remaer, RK area er. J.J. manner• Dora AK 12/17/02 R°Nd C NO CHANGE MS SHEET aer 6/79/05 Reataa 0 oea 10/24/11 Rev/alone E CHANGE ANCHORS AND ADD HP HT. OPTION NO CHANGE 77113 SHEET Dare: pewee or 1070 7ECMYOLOOY DANE NOKOMS, FL 34276 P.O. 6QX 1629 NORM% F1.34274 Vie* Better o. ALUMINUM CASEMENT WINDOW, IMPACT Setteediaft 04-740 r'N'TS 7 13 7045-8 PRODUCT REVISED as complying with Monoxide Buildlog Coda Accaptuaaa No co LYNN lea spTA q;i0NAL TV A. WT11161.91 P.E.0 98705 COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/18" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH "'COX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG P08 NEG POS NEG POS NEC POS NEC POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 .70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0. 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 792/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -89.5 69.5 -87.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 87.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 80.0 - 58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 81.8 - 58.9 68.9 - 56.1 58.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 66.4 - 582 582 - 55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 - 55.1 56.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70:0 -60.4 60.4 - 64.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -69.0 59.0 - 62.8 52.8 -49.9 49.9 - 48.4 46.4 - 43.5 43.5 -41.1 41.1 -38.8 38.6 'TABLE 9. "XO" or "OX" & "113- 113 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL-3729 GLAZING OPTIONS: B. 5116" LAMI (1/8 "HS,.090,1/8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 118 "HS,.090,1 /8"HS) ALL °XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 113 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16"HS) ALL "XO" OR 'OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "113- 113 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 1 3 X 0 1 3 X X O X TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/18"HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7116° LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL'XO° OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Regdey:. FJC AThe 7/10/03 C NO CHANGE 7198 SHEET Reno sic F,C Rand Be J.J. Demo Be F.K. e/23/05 Deln 10124111 12117/02 Revue D Redstone E co.ked4y. CHANGE ANCHORS AND ADD 76' HEIGHT OPTION NO CHANGE THIS SHEET 1070 TECHNOLOGY TRW NOKOMB, FL 34276 P.O. BQX 1829 NOKOMS, FL34274 BGT Visibly Better PRESSURES -XO, OX, & 113- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT s"aaadc CA-740 NTS 8 a 13 o�row 7096 -8 E PRODUCT REVISED as cmnptying with ilto Florida Building Cod° Acceptance No "" % ..• 4 Conitot tttttlttt,,,, \\�ONV LYNN 7i *' No. 58705 : *' • STA 0 P.0.553708 COMPARATIVE ANALYSIS GLAZING OPTIONS: TABLE 11. 'XO° or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4608 A. 5/16" LAMP (1 /(rA,.090,1 78"HS) B. 6/18" LAMI (118"1-1S,.090,1/8"HS) C. 7/18° LAMI (3718°A,.090,3/18"HS) E. 13/18" LAMI (1/8"HS,3/8" SPACE,5118" LAMP -W/ 1 /8"HS,.090,1/8"HS) F. 13/18" LAMP (1 /8"A,AIR SPACE/716" LAMI -W/ 3/16 °A,.090,3 /16"HS) HEIGHT WIDTHS 26 38 38 3/8 43 48 50 6/8 54 57 80 63 67 72 78 COX" VENT FIXED NEC POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEGIPOS NEGIPOS NECIPOS 69.264 19.126 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 - 60.8 80.6 - 58.1 68.1 -58.1 58.1 -53.3 63.3 - 50.6 50.5 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 - 75.0 70.0 _ C,F 40.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 40.0 70.0 -65.01 65.0 - 56.0165.0 - 56.0156.0 88.919 24 38.919 A -75.0 70.0 -89.1 89.1 - 83.4 63.4 - 56.6 58.5 -60.4 50.4 -47.5 47.6 -44.1 44.1 41.6 41.8 - 39.2 39.2 -36.9 38.9 B,E -75,0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 - 86.2 70.0 - 65.0155.0 -55.01 55.0 - 55.0156.0 95.973 27 42.973 A -75.0 70.0 - 80.5 60.5 -57.2 57.2 -82.1 62.1 -55.2 662 -52.6 52.8 -49.1 49.1 -46.2 48.2 -43.8 43.8 -41.1 41.1 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 - 65.0166.0 - 56.0165.0 108.649 30 48.849 A -76.0 70.0 - 53.6 53.5 -50.4 50.4 -54.5 64.5 - 50.7 50/ -48.2 482 - 44.9 44.9 -42.0 42.0 - 40.1 40.1 -38.0 38.0 B,E -78.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 - -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.8 70.0 -89.7 69.7 -86.3 68.3 -63.1 83.1 -56.01 55.0 - 55.0I55.0 - 52.2152.2 118.892 _ 32 61.892 A -76.0 70.0 -49.9 49.9 -46.8 48.8 -51.3 51.3 -47.4 47.4 -45.6 45.5 42.7 42.7 -40.7 40.7 - 38.6 38.6 - 36.6 38.6 B,E -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -732 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -88.3 88.3 44.8 64.8 41.4 61.4 48.8 68.8 - 56.01 55.0 - 60.9150.9 47.7147.7 122 33.887 54.827 A -76.0 70.0 -47.3 ' 47.3 - 44.0 44.0 -48.4 48.4 -44/ 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.6 -37.5 37.5 - 35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -78.0 70.0 -75.0 70,0 -75.0 70.0 -78.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.8 70.0 -74.0 70.0 -89.4 69.4 -64.7 6 4 . 7 - 6 1 . 0 6 1 . 0 - 6 8 . 4 68 , 4 . 6 5 . 7 6 5 . 7 - 6 2 . 1 1 5 2 . 1 - 4 7 . 7 1 4 7 . 7 - 4 4 . 6 1 44 . 6 123.136 34 .55.136 A -75.0 70.0 - 48.8 48.8 -43.6 43.8 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 - 37.3 37.3 - 35.5 38.5 8,E -75.0 70.0 -75,0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -76.0 70.0 -74.8 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 -64.1 84.1 - 80.5 80.5 - 67.9 67.9 452 55.2 -51.51 51.5 -472147.2 - 44,0144.0 128.000 34.791 68.418 A -76.0 70.0 -45.5 46.6 -42.8 42.8 - 48.7 48.7 - 43.1 43.1 -41.8 41.8 -40.2 402 -38.7 38.7 - 36.9 38.9 -36.0 36.0 B,E -76.0 70.0 -76.0 70.0 -76.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -78.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 - 87.3 67.3 42.5 62.5 -69.2 592 -58.5 50.6 43.8 63.8 -50.1150.1 46.8145.8 43.0143.0 130 35.898 58.209 A -74.4 70.0 -43.6 43.8 -41.2 41.2 - 45.1 46.1 -41.5 41.6 -40.4 40.4 - 38.9 38.9 - 37.7 37/ -38.2 38.2 - 34.3 34.3 B,E -76.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 - 72.4 70.0 -88.8 88.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 - 89.3 89.3 - 85.3 85.3 -80.8 80.6 - 57.6 57.8 - 54.7 84.7 -51.9 51.9 -48.11 48.1 - 43.9143.9 41.9141.9 130.378 36 68.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 45.0 46.0 41.4 41.4 -40.3 40.3 - 38.8 38.8 -37.8 37.6 - 38.1 38.1 - 34.3 34.3 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -72.3 70.0 -68.5 88.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 - 89.1 69.1 - 85.1 85.1 -60.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 61.7 - 48.0148.0 - 43.8143.8, 41.8141.8 134 37 60 A -72.9 70.0 -42.2 42.2 - 39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 39.2 - 37.7 37.7 -36.7 36.7 - 35.5 36.6 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -87.4 67.4 C,F -90.0 70.0 -80.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 - 83.3 63.3 - 89.1 591 -555.9 55.9 - 53.0 53.0 -50.0 50.0 -48.3146.3 - 42.8142.8 - 40.8140.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & %OX" UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3116"HS,.090,3/18"HS) ALL "XO" or "OX° SIZES UP TO sr "XOX" SIZES UP TO 134° WIDE x 83" HIGH WITH 37° MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND 7" WIDE x 63° HIGH WITH 37° MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH ( -90,0 70.0 TABLE 12k ''XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3 /16"HS,.090,3 /161iS) ' G. 13/16" LAMI (118 "A,AIR SPACE,7718" LAMI -W/ 3/16"HS,.090,3/18"HS) ALL %COX" SIZES UP TO 134" WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH AND ALL °XO" or "OX" SIZES UP TO 97" WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -55.0 65.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR (g1 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. x O UNEQUAL LITES x UNEQUAL LITES Q x UNEQUAL LITES Rom 1 Br PPA Data 7/10/04 Rerkbas NO CHANGE THIS SHEET Rend Elp F.K DOI ef 29/05 CHANGE ANCHORS AND ADD 70" HEIGHT OPTION 102411 12/17102 Robb= E Cmawer NO CHANGE73//SSHEE7 1070 TECHNOLOGY DANE NOKOMIS, FL 34275 A.O. BOX 1579 NOKOMIS, FL 34274 B 1 I Visib/y Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX a;LUMINUM CASEMENT WINDOW, IMPACT eadostAtorla CA-740 ewr° move NTSI 9 m 13 l 7045-8 PRODUCT REVISED tut Eusomplylugewith dto Ftnrida AecepUmee No MMiiami ad? Product Control /iO3 p- iLYN/d "<7��G * No. 58705 • PA 0 " //7/0/vmm P .N..rr'. REFERENCE "XO" & "XOX" FRAME REFERENCE "XO" & "XOX" FRAME. ASSEMBLY DETAIL, SHEET 11 Q ASSEMBLY DETAIL, SHEET 11® 1b MAX HEIGHT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX fREFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT I-. - DAYLIGHT OPENING (SEE SHT. r 1•11 0 3) a MAX. WIDTH (SE HT. 3) HORIZONTAL SECTION - XX GOOD 0 LMAX VENT --- DAYLIGHT OPENING (SEE SHT. 4) MAX WID . 4 ORIZONTAL SECTION - X 0 Dam: X10/03 Rattlariec C SHOW TOP HINGE Read Ojc R.eaay. J.J. Datc 0/23/05 Odra 10/24/41 Rosistogin D Ra bb= CHG SHT. NO. REF. ANDADD77EA180 NO CHANGE INS SHEET Dm= OF F.K X7/02 anww4ay Dam: 1070 TECHNOLOGY DRIVE NOKOMJB, FL 34278 P.Q 1820 NOKD .FL 34274 Vtalbly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT aplealModet 04.740 Meek 10 m 13 mavaa 7045 -8 11 PRODUCTtitiv1sfD ag complying with Ore now Building Coda AmptenaoNo " `Q A4iami F . E onm8 ```o:t t JIYNt tit. s' �. � Y• N 4f/ / / yam. �� '.. t tcENSF ./ * No. 58705 • * ,70.%.,9.fitO.P.....**0. ',,', //%51 f0f1V,AL ENS` A/ .Ert7.�.E. P 68706 FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN ligut "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL FRAME JAMB MAIN FRAME ASSEMBLY DETAIL L .095"I CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 A34" 7 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 8063 -T6 DWG# 7003A 2.784" OFIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A 2.919" - 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A F.R nem: 7H0/03 C NO CHANGE MX 819EE7 Dab: 8!13108 10/24111 12117/02 Warm 0 Rekbm CbstadBy E ADD ITEM 89 NO CHANGE 7198 SHEET Da* I 1070 TECHNOLOGY DANE NOXOMIB, PL 34278 P.O. SQX 1620 NOXOM(8, FL 34274 via* * Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 jems teen: I NTSS 11 d 13 teratrete - 7046-8 PRODUCT REVISED as complying Florida Building Coda Acceptance No Date i�llr `.„,,,, NY p:YNp 144/ ", * No. 58705 ' * ' %�o , STA // //S'ONAL .r■■ a. ittg kefeh tk P.5.958105 PARTS LIST ITEM DWG # POT. # DESCRIPTION 1 7002A MAIN FRAME -HEAD, SILL & JAMBS 2 1155 78IPQA #8 X I QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A I/2 °XI/2°X1/8" CLOSED -CELL FOAM TAPE 5 7003A 781PQA SASH . TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SIVA 7 7017 67017K BULB WEATHERSTRIP .18730.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3/16118 GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 #10-24 X .562 PH. PN. TYPE F 12 7014 3/16HS & 3 /16HS GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVE MULTI-LOCK KEEPER (R.IL & LIJ.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TEE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8.32 X 375 PIA. PN. TYPE B 21 7032 STUD BRACKET (L.IL & R.H.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 702E 12' HINGE (HEAVY DUTY) 26 710x12FP #10 X.500 PH. PHL 5/16" LAMINATED (I/8A & USHS GLASS) .0901NTERLIYER - SOI VITA OR DUPONT EVE 31 5/16° LAMINATED (1/8115 & I/8HS GLASS) .090INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16° LAMINATED (3/16A & 3/16115 GLASS) .090INTBRIAYER - SOL.UTTA OR DUPONT PVB 33 7/16° LAMINATED (3/16118 & 3/16115 OLASS) .0901NTBRLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16') 41 7042 GLAZING BEAD (7/16°) 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 993 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 33 1635 61635K SCREEN SPLINE • SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/3 #8 X .500 SQ. P14. TEK EMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 712X1PPT 012 X I" PH. PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP-ON T- HANDLE KNOB n 7018 7FLDHD FOLDING HANDLE Road Op °alm F.14 7/1003 PARTS LIST CONT. ITEM DWG # POT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME. HEAD, SILL &JAMBS 81 1155 781PQA #8 X I QUAD PN EMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (1/8'HS, AIR SPACE, 5 /16 "LAMI) 5/16' LAMI = (2) L TEES OF 1/8 "HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/891S, AIR SPACE, 7 /16 "LAMI) 7/16° LAMI = 3/16A & 3/16118 GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16° LG. GLASS (1/8"11S, AIR SPACE, 7/16'lAM1) 7/16" LAMI = 3/16HS & 3 /16HS GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVE 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" I .-1-J 050° —► �— .865" 5116° GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523° .050" .865" 41 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" .423" 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 993° r- , F.2 .040 ° — + -►�� -° —.172° 870—.Ir.— .050" .569" 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 1.124'r- .125" INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 rPRODUCT REVISED as aa"141n with the Florida - BWldhfgCodp t 1 ©. t 1 2.701 ' Acceptance No Bdi .1.::...X=1,0 D a b ....a ontunA' .093" - 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A Reldslons C NO CHANGE THIESHEET Rena F.IC warn rr. Pamar omc FA 12/17/02 yaw D 03,0 10124/11 E ADD EQUIV. TO ITEM44, SILICONE AND ACC ITEMS 87, WAND 89 NO CHANGE THIS SHEET oft 010300407 1070 TECHNOLOGY DANE NOXOh98, FL 34275 P.O. BQx 1529 NOKOMIS, FL 34274 PST Visibly Better PARTS LIST & EXTRUSIONS sa° ALUMINUM CASEMENT WINDOW, IMPACT Sesleasteek 004 CA-740 NTS 2 0 13 Ira' 7045 -8 x‘o t t LYN111 H' i/ ` * No. 58705 • * • A• EO 'OVAL EN,.`• A LIVVIIt�r. P.E.# 68706 /3 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM —0-1 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A lx WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM 1 V --- II m esill ill V As EE NOTE 1 SEE NOTE 4 1/4" MAX SHIM ASEE NOTE 1 11/4" A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM --1 Yom' SEE NOTE 2 I EE NOTE 4 E=E NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK .06 •Il 1111111,101,i111110 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM -7 ®SEE NOTE 1 A SEE NOTE 4 1/2" L.– M N. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK •11/4 "� MIN. FIXED UNIT FRAME TO CONCRETE r A SEE NOTE 4 1 111{ �{11 i1f Ili :l, !{111,{ {111 1111 '. 11/4' MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK • NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/40 SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE-FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WH6SE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. FJC &ocean Ete Rand Bp J.J. F.K 7/10!09 C NO CHANGE MIS SHEET Dole: 8123/08 . 10/24/19 Roan D a E • RE V SE NOTES AND REMOVE 3/90 ° TAPCONS 8 0I4 +SCREWS NO CHANGE THIS SHEET Omer 12/17/02 a+mab9ap amo 1070 TEOHNOLOGYDRNE NOKOMIS EL 39270 P.LL BQX 1520 NOKOMIS, fL 39274 P '[ V/s/bly Better ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT E CA -740 xb at-fl NTS 13 cc 13 am. A" 7045 -8 E PRODUC'REVISED re complying MI the Florida IkdtdingCode Acceptance Ido By Dario ' , : ontrat /8%3 P; 4 F •.'P • ' No. 58705 ' * 1.0,,• ,.... ETA 0 . I,V. A.Lyaa,9.B P.6.568705 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M07 -04, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, 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 and renews NOA # 10- 1004.01 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. MIAMI -DADE COUNTY PRODUCT CONTROL SECCTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/oera MIAMFDADE NTY APPROVED W‘oP • NOA No. 12-0221.09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 Page 1 r SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -04, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 10 /01 /07, with revision C dated 12/06/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4107, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07-- 1016.06) 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) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IIETI -07 -4108, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4115, dated 04/09/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #10- 1004.01) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E -1 Manuel . -r P.E. Product Contr bier NOA No. = i 221.09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated December 05, 2011, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion — L.M.I., approved on 11/11/10 and expiring on 11/21/12. Manuel Per Product Control NOA No. 12- � . ' .09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E -2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS SEEN DESIGNED AND IrolEO TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET NE APPLICABLE BUILDING CODE REQUIREMENTS I.EI WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHAD. BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDMONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.&4. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 6 • TYPICAL. GLAZING PRODUCT 3.000 MULUONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 I FOR PARTICULAR OPENING. USE MIAMI —DADE COUNTY APPROVED GLAZING PRODUCTS MEMO ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT I APPROVAL. USING CHARTS ON SHEET 3 SELECT MUWON DIET WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFID IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Env .M.YAD NAIAD FIA. E 70AB2 CAN. 3538 4.000 PRODUCT REVISED as combing with BARdmp5Code Nbl�iaBa AcsvpumoeNo A1' _ • /eyi Expiration Dare aVid -Ani .J! .146 Mont LL U z RE o 8 -g gas o 4 4.12 g � m O �N 0D Z In 0 D V U 7 0 2 2 0 1 B I drawing no. M07 -04 (sheet 1 of 7 3.000 .125 TYP. C1 X 3 STD. MULLION 8083 —T8 4.000 4.000 1.000 r 125 TYP. 1 X 4 STD. MULLION 6083 —T8 1 X 4 CUSTOM MULUON 8083 —T8 4.500 1.2501 .125 1 -1/4 X 4 -1/2 CUSTOM MULLION 8083 —TB MULLION CUP (6063 -TB) (ALT. TO ANGLES). INTO 11BBY TUBE MULLIONS TO FIT SNUG 2 X 4 STD. MULUON 8083 —T8 2X4 HEAW MULLION 8063 —T8 8.000 2.000 2 X 6 STD. MULLION 0083 —T8 2.000 8.000 2 X 6 HEAW MULLION 8063 —T8 3.750 MULLION CUP (6083 -76) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO 28Y TUBE MULLIONS. r 2.000 NOTCH OPTIONAL 125 2.D00 —«I ANGLE CLIP 8083 —T6 Engn IAVAD A}IMAD • , Flit. 6070522 PRODUCT REVISED as complying with the Model Bonding Code A41:4140=4 No 12 Ex . ration Dale By Mani V 81 4 o4 000 R$ 01110 NmC 2 4 0 a 9 C a rdrowing no. M07 -04 (shoot 2 of 7 MLSwa- cow \Nomnw 6 s steazsz (s0E) xvi ooTesaa (sos) -au. t+LTSV VOR1O1i'INM1W 3AV 1.8 'WS SBZT 1N3WdO13A3a .1O0O0ad V 3333N19N3 NOLLVLIOdetoo boo ivy -ro am 0 N N g a s 39Z6 -$U (195) 1884 Z6£6 -tLZ (108) "i31. `HOV38 J.VLP130 ZO6 3AV SSR NOO 'S SL6 011 OQNIM J.OVdWI MIS sNOmnw 38n1 wnNlwn'1V N A Cl m , 4 m 01 4 R 3 a a r°I 0 M a 7 w in N io "" ra m M a \O 4.g m 01 4 01 °M 7 a n D4 m • . xg n A 9 _po Oom NI I M 8 4 V 3 ro C! h .- g N g N muonAAOL LM ZM PRoDulT pgzp� Lion 911130NV80 ON L190TL o 133HS SW1 3ON H3 ON 0L'83'80 8 J9! 1.00O NW 03NOd0 80L190 V uocaweep /LQ 0 DP ou muonAAOL LM ZM PRoDulT pgzp� Oy o p. x�N 0 N, 0 a R M O m, a O, O O 0 O. Ni O g R N a era s N N O O O a s R R • . a 00 0 R 8 N 3 a R a 2 2 m N H Cl M as N a g m 3 8 Ni A ol I a g 0 a a A m H 0 ci 3 Cl R a b 2 ci m m xg a 0 ri � . xI N, M 1 3 kk P • N P. tp7 o<o O F. a@ A M7 Mf a a n 0 r O r`3 0 ry g a R a \NS° 4 a 17 10 O O O .M. O a R 0 r xg 0 N 3 0 O M k kk S I$ n a 's$ m r' g . g s LOADS ARE E ( 33w3 3A1 40-10-0 *lop BE ORIENTED Mo 12 z 0 LIE tsj MULLIONS DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D 19 -1/8° 130.0 130.0 130.0 130.0 26 -1/2" 130.0 130.0 130.0 130.0 30° 1300 130.0 130.0 130.0 37° 120.5 130.0 130.0 130.0 42 ° -3/8° 108.1 130.0 128.7 130.0 48" 78° 92.9 130.0 112.8 130.0 54° 82.8 130.0 100.1 130.0 60" 74.3 120.1 90.1 130.0 88° 67.5 109.2 81.9 130.0 72" 81.9 100.1 75.0 130.0 19 -1/8° 130.0 130.0 130.0 130.0 25 -1/2° 127.8 130.0 130.0 130.0 30° 112.8 130.0 130.0 1 37° 91.3 130.0 110.7 130.0 42" 50 -5/8" 80.5 130.0 97.5 117.6 48° 132" 70.4 113.8 88.3 130.0 54" 62.6 101.1 75.9 130.0 80° 583 91.0 88.3 130.0 66° 81.2 82.7 82.1 124.1 72° - 48.9 78.9 58.9 113.8 19-1/8° 130.0 130.0 130.0 130.0 26 -1/2" 102.8 130.0 124.2 130.0 30° 90.6 130.0 1067 130.0 37° 144° 73.4 118.6 89.0 130.0 42° 98° 84.7 104.5 78.4 130.0 48° 63° 56.8 91.4 88.8 130.0 54" 50.3 81.3 61.0 121.9 80° 48.3 73.1 54.9 109.7 86° 41.1 680 49.9 99.7 72" 37.7 61.0 45.7 91.4 19-1/8° 120.5 130.0 130.0 130.0 26-1/2° 88.9 130.0 105.4 130.0 30° 78.8 124.1 93.1 . 130.0 37" 62.3 100.6 75.6 130.0 42" 74 -1/4° 54.9 88.7 68.5 130.0 48° 106° 48.0 77.8 58.2 118.4 54" 42.7 69.0 51.7 103.4 90° 38.4 82.1 48.5 93.1 66° 34.9 58.4 42.3 84.8 72" 32.0 81.7 38.8 77.8 DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D 19 -1/8° 114.7 130.0 130.0 130.0 26 -1/2° 82.8 1 30.0 100.3 130.0 30" 73.1 118.2 88.8 130.0 37" 59.3 95.8 71.9 130.0 42° 622 84.4 83.3 126.6 48° 78° 45.7 73.8 55.4 110.8 54" 40.8 65.6 49.2 98.5 80° 36.6 89.1 44.3 88.6 68° 33.2 53.7 40.3 80.8 72" 30.5 49.2 38.9 73.8 19 -1/8° . 108.5 130.0 129.1 130.0 28 -1/2" 76.9 124.2 93.2 130.0 30° 67.9 109.7 82.3 130.0 37° 65.0 89.0 68.7 130.0 42" ° 48.5 78.4 58.8 117.6 48° 132" 42.4 68.6 51.4 102.9 84" 37.7 61.0 45.7 91.4 60" 33.9 54.9 41.1 82.3 68° 30.9 49.9 37.4 74.8 72° - 263 45.7 34.3. 88.6 19 -1/8" 93.2 130.0 112.9 130.0 28-1/2" 67.2 108.7 81.5 130.0 30" 59.4 96.0 72.0 - 130.0 37" 144° 48.2 77.8 58.4 116.8 42" 98° 42.4 88.8 51.4 102.9 48° 37.1 80.0 45.0 90.0 54" 33.0 53.3 40.0 80.0 80" 29.7 48.0 38.0 92.0 88° 27.0 43.8 32.7 85.5 72" 24.8 40.0 30.0 60.0 19 -1/8° 82.8 133.9 100.4 130.0 26 -1/2° 59.8 96.6 72.5 130.0 30" 82.8 85.3 64.0 128.0 37" 42.8 89.2 51.9 103.8 42" 37.7 81.0 45.7 91.4 48° 106° 33.0 53.3 40.0 80.0 84" 29.3 47.4 35.8 71.1 60° 26.4 42.7 32.0 64.0 88° 24.0 38.8 29.1 58.2 72° 22.0 35.6 28.7 53.3 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS DESIGN LOAD CAPACITY.- PM' WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A - B C D 19-1/8" 74.5 120.5 90.4 130.0 26 -1/2" 53.8 88.9 85.2 130.0 30" 47.5 78.8 57.8 115.2 37" 38.5 82.3 48.7 93.4 42" 33.9 84.9 41.1 82.3 48" 120" 29.7 48.0 38.0 72.0 54" 26.4 42.7 32.0 64.0 60" 23.8 38.4 28.8 57.6 88° 21.8 34.9 28.2 82.4 72" - 32.0 24.0 48.0 19-1/8" 67.8 109.5 82.1 130.0 26 -1/2" 48.9 79.0 59.3 118.8 30" 43.2 89.8 52.4 104.7 37" 35.0 58.8 42.5 84.9 42" 30.9 49.9: 37.4 74.8 48" 132" 27.0 43.8 32.7 85.5 54" 24.0 38.8 28.1 58.2 60" 21.8 34.9 282 624 88" - 31.7 23.6 47.5 72" - - 29.1 21.8 43.8 19-1/13° 82.1 100.4 763 130.0 28 -1/2" 44.8 72.5 54.3 108.7 30" 39.8 840 48.0 98.0 37" 144° 32.1 51.9 38.9 77.8 42" 28.3 45.7 34.3 88.8 48" 24.8 40.0 30.0 90.0 54" 22.0 35.8 26.7 53.3 TYPE A,80 OCOR RS 11111 •. e I L MLIOVERTICAULN .LAZING RODUCT L MULLION TYPE A.B,C OR D HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 4' � PRODUCT ., # GLAZING PRODUCT ANCHOR ETAS. #1 GLAZING PRODUCT ANCHORS ,S D MUWON SPAN WIDTH (W) = WI + W2 2 Env' JAVA) A MAD. • FLA. PE 70582 0AN. 0 PRODUCTREVISBO as camplyIng with t1wpI6tMQa Mild* Cate A ouD to 7 //G /' Li/ ._AP e Product U-' z 0 8 CI MULLIONS W m I- Z • pitp g Si w _vs g lc a (/) a') r Agn 0 n 2 V C 4 m 0 drawing no. M07 -04 Sheet 4 of 7 ) Ed. jI ■111aii 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) EDGE DIST 1 BY WOOD BUCK I 11 1/4° DIA. ULTRACONS 2 PER CUP (1 ON EACH WINO) FLOATING CUP B BY 3 Ia` WOOD BUCK OR csi WOOD STRUCTURE II I TI I I1 II II '•'1I:NI1��' [jy'T 1/4° DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) FLOATING CUP ALTERNATE ANCHOR LOCATION ANCHORS TYPE 'A' 1/4° DIA. ULTRACONS 1 PER ANGLE Laid -i ■r"„ #14 SINS 1-3/8" O.C. MIN. 2 PER ANGLE 2 BY WOOD BUCK OR WOOD STRUCTURE I JI 1/4° DIA. ULTRACONS 1 PER ANGLE TIE I I 2 X 2 X 1/8° ALUM ANGLE \_#14 SMS 1 -38' 0.0. MIN. 2 PER ANGLE 2 X 2,X 1/8° ALUM ANGLE 1/4° DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE GIST. MIN. EMBEDMENT WOOD 1° 1 -3/8° BLOCK 2 -1/2° 1 -1/4° CONCRETE 2 -1/2° 1 -1/2° ALL CL PS AND ANGLES TO FT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO 'MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. Engn .JAYAQ Mi FlA PECK70882 CAA' 1LMA! p�.. •1 t .• PRODUCT' REVISED es complying withal° Florida Building cede Acceptance No tT4Vre4 c,• - •ion Date /7 z ALUMINUM TUBE MULLIONS C 1 1 C a 4 5 0 I drawing no. M07 -04 (sheet 5 of 7 1/4° DIA. ULTRACONS 1/4° DIA ULTRACONS 2 PER ANGLE 4 PER CUP (1 ON EACH WING) Ed Ed. 1° MIN. paim a. • PMEWELI 1BY WOOD BUCK 1/4° DIA. ULTRACONS 4 PER CUP (1 ON EACH WINO) /;Tn■ MILLI FLOATING CUP #14 SMS 1 -8/8° O.C. MIN. 2 PER ANGLE ori" „ale' WOOD BUCK OR STRUCTURE II 11 It ALTERNATE ANCHOR LOCATION 1/4° DIA. ULTRACONS 2 PER ANGLE '-I Ii�ll 2 X 2 X 1/8° ALUM ANG FLOATING CUP #14 SMS 2° O.C. MIN. 2 PER ANGLE ANCHORS TYPE 'B' 2 X 2 X 1/8° ALUM ANGLE 1 Ed. 1/4° DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) • 1/4° DA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR RAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1° 1 -3 /B° BLOCK 2 -1/2° 1 -1/4° CONCRETE 2-1/2" 1 -1/2" sir ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYIATE LACQUER. 1/4° DIA. ULTRACONS 1 PER ANGLE FLOATING CUP #14 SMS 2° O.C. MIN. 2 PER ANGLE 1/4' 01A ULTRACONS 2 PER CLIP (1 ON EACH WING) 2 X 2 X 1/8° ALUM ANC PRODUCT RBVISBD .as aomDlytng wdhdle Elarlda BAccep�tattoouN Bvtratioa Date ANCHORS TYPE 'C' z E 0 Eg sl0 °i .111 Z 0 3 2 m ALUMINUM 0 1 c IUma v ' M drawing no. M07 -04 sheet B of 7 1/4" DIA ULTRACONS Ed. 4 PER CUP (2 ON EACH WINO) 1/4" DIA. ULTRACONS 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE #14 SMS 1 -1/2" O.C. MIN. 3 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MUUJONS. # 14 S.M.S. 2/ CHANNEL TUBE MULLION #14 F.H. 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FR SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. ® MIN. EDGE DIST, MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH AMU—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYIATE LACQUER. ACCESS HOLE TUBE MULLION 14 FH EMS PER CUP FOR CHARTS A, B OR C 3 PER CLIP FOR CHART 0 1 -1/2" O.C. MN. .1 0 THIS SCREW CAN BE 1 #14 FH SMS INSTALLED IN EITHER 1 CLIP DIRECTION ' r4 . i 1" OC. MIN. 1 -3/4" X 2° X 1/8" (FOR 2BY TUBE)) 3/4" X 2" X 1 /8" FOR_(1UM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCTRBVISBD �Ld gI tvllLSED Merida AcceptaneeNO 09�I Re Date .Ilil"'4'if/ Pi I By co. Rs u h p Qa e'7 Jo W • 8• <1.1 1 mf • .• 4(g Z 0.0m i U)�C C C vE ii n I 0 0 drawing no. M07 -04 (sheet 7 of 7 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 "HR- -710" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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 I mpact 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 No. 11- 0630.02 and consists of this page 1, evidence pages E-1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26Th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 P (786) 315-2599 www.miamidade.nov/pera/ WADE COUNTY APPROVED NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under NOA's No.'s 07- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07- 0815.09) 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, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmund() Largaespada, P. E. (Submitted under NOA No. 06-0405.06. 6- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 32.1, TAS 202-94 and-per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmund() Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) E -1 Jaime D. Casco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL- -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) Jaime D. Gascon, Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL -4858 and FTL -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 11- 0639.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I. ", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES 0 THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAM! CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAM' CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAM! CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 013/16° LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H. 13/18" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16" LAM! IG: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.).GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16° LAM1 1G: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/16" OR 1/4° AIR SPACE AND 7/16" I.AMI CONSISTING OF (2) !TES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OX, X 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858, FTL-4859 AND FTL -5330. ELCO TEXTRON NOA: 04- 0721.01, 03. 0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY A ^ HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. Remda's ✓J. Rate: 10117111 Rattonz E FBC 2010 CODE CHANGE NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS.. 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL........ „6 ANCHORAGE 8-11 Reredeo wad oy: J.R FJG RIC 6/20111 Daft 4!16/07 Daft 2/28/08 Reddaa° 0 0 ADDED K3 CAP TO BE TEMPERED (/8+30FTNO7E ADDFIL-5330 TO NOTES 75 OHO NOTE8TO CURRENT EDIT. Wbeck d8,: J.J. 3%13/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34278 P.O. BOX 1829 NOKOMIS, FL 34214 Visibly Netter, GENERAL NOTES ALUM HORIZONTAL ROLLER WINDOW, IMPACT HR710 1 X11 4127- -10 I E PRODUCT REVISED as complying with tiro Florida Building Code Acceptance No s 112° NOM. GLASS BITE ih1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" NOM. 5/16" LAMINATED GLASS 111" NOM. CLASS BITE 63,84,85 1/2° NOM. GLASS BITE 66,67,68,69,70,71 �r 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .1:t .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS C] EXTERIOR INTERIOR*, (ALL SECTIONS) 1/2° NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" LAMINATED 5/18" OR 3/8" AIR SPACE 1/8 OR 3116" ANNEALED OR TEMPERED GLASS Q 3/16" LAMI IG G LASS W/ 5/16" LAMI 72,73,74,75,76,77 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 3/18" OR 1/4° AIR SPACE 1/8" or 3/18" ANNEALED OR TEMPERED GLASS A 13/18° NOM. 13/16" LAMI 1G GLASS WI 7/16" LAMI aD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. ao"/Br .Ld. 10/17/11 Rerkk°s E NO CHANGE THISsHEET mss: J.R. Fit @w"" RIC Dow 8/20/11 4/15107 Secc ?/28108 R Ratekere 0 Chocked 11,A ADDED 10 C A P TO BE TEMPERED to +SOFT NOTE NO CHANGE THIS SHEET 3/29/08 1070 TECHNOLOGY DRIVE NOKOMIS.FL 34270 P.O. BQx 1020 NOKOMIS, FL 34274 iT V/aiG,�y Barber GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aedxaraaea, HR71O tAide FUJI 2 e< 11 om ovrs 4127 -10 E PRODUCrREVISBD as complying with the Florida Building Code No Digo \`�� Y�LYNN. kii /i GENSF• `..1 ` ? * • No.58705 • • fx T' ..F;`? MC? . .N4C;∎` A. LYNNII4RLER, P.E. P.ES58705 TABLE 1. D Q FOR INSTALLATION IN THE HVHZ ABOVE 30 FT GLASS TYPES G - LSHALL HAVE A TEMPERED LG. GLASS CAP. BOTH AND ANCHOR THE DP QUANTITY REMAIN UNCHANGED. QOX (1/4,1/2,1/4 FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WI WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50.5/8" 54" 60" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 108 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +00.0 -60.0 +60.0 -60.0 +54.6 -54.6 +5 7 -51 7 111" A,EGE1 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 c4L60.9 -513.I.. -60.0 UP TO 111" C,I +60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 867116" ABC, G,H,1 +60.0 -60.0 TO 88 7/16" D'E,F' J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 PRODUcTREVISED "scamplyingwiththaFtcaida 66" A,B,G,H +75.0 75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +76.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0. +75.0 -75.0 +75.0 -75.0 +69.6 -89.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J K, L +75.0 -75.0 «aplam* N s ° " o shy.! ., GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO AND F11,5330 30 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI- (1 /8 "A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) . 3/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8"A) H. 13/1. tr.. ; .... _, _. _ - _ _ . -„ _ _ ,r4.,1 /8 "HS) L 13/16" LAMI 10-1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1 /8"HS) J. 13/16" LAMI IG -118" OR 3/16 "A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI - (3116 "A, .090, 3/16 "A) K. 13/16" LAMI 1G -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L 13/16" LAMI IG -1/6" OR 3/16 "A (MIN.), 3(16" OR 1/4" SPACE, 7/16" LAMI - (3116"HS, .090, 3/16"HS) 0ttu,„1j ,! �'.,p�� Ge.NSE "... ', `` �:' ) %.* Dr ; No. 58705 7 ... 13 • I� '•'GI. -;;730'..... gig OP. %4t4`'.. LOR1p. 4�%`` ''�. `9SION. - -.0 ALVNN MAIL ,�.E P.E.e 88703 J.I. Rasa): bffix 70/171!1 �E o NO t:77�WpETH188NEkT 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34278 P.O. SQX 1828 NOKOMIS, FL 34274 DESIGN PRESSURES "19 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R»i J.R. JJi 81'21111 > D ADDED 10 CAP TO OETEMPENE '001 +3067NOTE K 4118107 0 ADD INTEGRAL FBVOP110N& UPDATE AVM an"mels FJC 11etc 212108 IA* J.J. E 1300.02OPo a 3/23108 I VW* ead wino sow NTS Roth 3 " 11 wmea+eo. IBrn 4127 -10 E X 54 5/16" MAX. DLO FIXED X ea IA 57 318" MAX DLO ALL FIXED LITES 111" MAX. WIDTH FLANGE F 110" MAX. WIDTH I.F. FRAME DETAIL B - XOX (1/4- 1/2 -1/D 3 9/16" FI MAX DLO FIXED DLO 33 9116" V ENT NT —1 DLO V $ B 56' MAX DLO ALL VENTS 62" MAX I.F. FRAME ALL CONFIG. adm 10/17111 ,.e 63 "MAX FLANGE FRAME ALL CONFIG. thRitlOffle E C ' 73" MAX. WIDTH I.F. FRAME - --*I 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 27 3/8" MAX. DLO VENT B r- 0/0 27 3/8" MAX. DLO FIXED D D B5 7/18" MAX. WIDTH I.F. FRAME - ---«�I 88 7/16" MAX. WIDTH FLANGE FRAME I DETAIL C - XOX (113- 1/3 -1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL .F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) B NO CHANGE T SHEET 27 318" MAX. DLO —+{ VENT Woad Bp poi: FJG 80111 4/1587 2/28/06 NO CHANGE DES SHEET i1' !' 111-14 .1 -:t a s' 1. Oh.Auds% J.J. OMe WSW 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. BOX 1929 NOKOMIS, FL 34274 1?stb y Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Cerkaidabd IMO NTS 4 a 11 Daft ' 4127 - -10 E PRODUCTREVIS8D 13u0ddIngCodv the Florida Acceptance No \‘a00 LYNN M /4, // /i `� ��.• JCENSF �F * f No. 58705 • • Ix Luz: ,„,,S /ONA . ¶ o`' A LY RIILI.I:n. P.0. P.E.$68700 INTERIOR MAX. FIXED DLO --►I MAX WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX HEIGHT FLANGE FRAME f— MAX. FIXED DLO —1 MAX VENT DLO MAX WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) wIi IIIII ■I �a � illr III, EXTERIOR INTERIOR SECTION C-C (VERTICAL SECTION, FLANGE FRAME) SILL HEAD (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) marerMa bazc J.J. 10117/11 Raver/ay: J.R. 8120111 RoMay: F.K Oaaa5y: Dap E.K. 712E400 4/W07 NO CHANGE 7MSSHEET NOCMWGETHISSHEET ADD INTEGRAL RN FRAME 1TEM841. 42 AND 43 AND VIEW& GEs 9129/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.C.8QX 1820 NOKOMIS, FL 34274 PST V1s/bty Better SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT &ea area batiastio. ROW HR710 H8/f 5 of 11. 4127-10 F' PRODUCT REVISED Buiding� u�ertophm (T7��fT Aeoe, ,..., No 4 - K, , ! -.iran Miami Dade Product Control �‘00t1 YNNIIIt'' /i .s. S.? °• �CENSF ..:P *1 No. 58705 ' ` i � � :3 ••. STA E OF cti "',�i /ONA1 2,- A.`(.41 N MME, P. P.E.S88705 ITEM DWG# REV DESCRIPTION MAT'L PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8X3 /4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 641100 17 4054 B FIXED MEETING RAIL 6063HD -T6 AL 64054A 19 4066 WSTP.,.187 X.230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AI, 612240 22 1683 WSTP.,.250 X 27013ACK, FIN SEAL 616830 23 225 -1 ROLLER HOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441281'1 32 4006 D SASHMEETINGRAIL 6063HS -T6 AL 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP.,.250 X.270 BACK, FIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078 "C" LORR 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 42 4140 LF. FRAME 50.1. 6063 -T6 AL 64140 43 4141 T.F. FRAME JAMB 6063 -T6 AL 64141 50 GLAZING SILICONE DOW 899, 995 OR EQUIVALENT 51 1224 VINYLGLAZINGBEADBULB CK) 6TP247W,K 52 1225 VINYL GLAZINGBEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD -5/16" 6063 -T5 AL 6403913 54 4044 GLAZING BEAD -5/16" W /GRILL KIT 6063 -T5 AL 644703 55 4222 A GLAZING BEAD -7/16" 6063 -TS AL 64222 56 985 C GLAZING BEAD -7/16" W /GRILLKIT 6063 -T5 AL 6985 59 4067 GLAZINGBEAD- 13/16" 6063 -T5 AL 64067 60 GLASS 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 0 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 7/16" LAMI (3/16" A, .090 PVI3, 3/16" A) 64 7/16' LAMI (3/16" A, .090 PV13, 3/16" HS) 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) ITEM DWG# RIM DESCRIPTION 1 MAT'L 1 PM 66 GLASS, 13/16" IAMI IG -I /8"A (MIN.), 318 "AIRSPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"A) 67 13/16" LAMI 10 -1 /8 "A (MIN.), 318" AIR SPACE 5116" LAMI (118 "A, .090 PVB, 1/8"HS) 68 " 13 /16" LAMI I41 /8"A( MIN.), 3 /8" AIRSPACE, 5/16" LAMI (1 /8"HS,.090 PVB, 1/8"HS) 69 13/16" LAMI 10.3116 "A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1 /8"A) 70 " 13/16" LAMI IG- 3/16 "A (MIN.), 5/16" AIRSPACE 5/16" LAMI (1 /8 "A, .090PVB,1 /8"HS) 71 " 13116" LAMI 10-3/16"A (MIN.), 5/16" AIRSPACE, 5/16" LAMI (1 /8 "HS,.090 PVB, 118"HS) 72 13/16° LAMI IG•I/8 "A (MIN) 114" AIR SPACE 7/16" IAMI (3/16°A, .090 PVB, 3/16'A) 73 " 13/16° LAMI IG -1/8"A (MIN.), 1/4" AIRSPACE, 7/16" LAMI (3/16°A, .090PVB, 3/16"HS) 74 " 13/16" LAMI 10.1/8°A (MIN.), 1/4" AIR SPACE 7/16" LAMI (3/16"HS, .090 PVB, 3 /16"HS) 75 a 13/16" LAMI IO.3/16 "A ( MIN.),3 /16" AIRSPACE 7/16" LAMI (3/16 °A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI 103/16 "A ( MIN.), 3/16' AIR SPACE 7/16" IAMI (3/16 "A, .090 PVB, 3/16 "HS) 77 " 13 /16" LAMI IG- 3/16"A( MIN.), 3/ 16" AIRSPACE, 7/ 16 " LAMI (3/16"HS,.090 3105 -H14 AL PVB, 3/16"HS) 90 1014 SCREENFRAME(HOR. & VER.) 91 1630 SCREEN CORNER KEYW/RINGS POLYPROP. 92 1631 SCREEN CORNER KEYW /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135DIA.HARD EYIPVC 96 SCREEN CLOTH 2.784 .062 .888 --+- 43 I.F. FRAME JAMB #4141,8083 -T8 -�- 2.710 2.824_ A.1 I.F. FRAME HEAD #4139, 6083-T6 3.152 .062 2 710 0 .F. FRAME SILL #4140,6063 -T6 PRODUCT REVISED H ompi C�ml with the Flodda t®coNo tit ItIII Reredap J.J. Rawday. J.R. DAN 10117/11 06113000 0 NO CHANGE THIS SHEET Dar BOOM Re"Ras Rnwey: FJG Daft 4/18107 R01dmx C ADDED "(AMP TO GL4SS TYPES ADD ITEMS 41, 42 & 43 L4 ®RJe F.IC 2/28108 J.J. 00008/23/08 1070 TECHNOLOGY ORNE NOKOMIS, FL 34278 P.O. SOX 1029 NOKOMIS, FL 34274 11? Visibly Batter PARTS LIST Iffirt ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 8$0,c HR710 Shoot 6 r 11 4127 -10 `\\N\‘O�y . *.•'0GENSF ':& No. 58705 • a . O • STAT OF ,'• <t/: A. LYNN MILLER, P.E P.ES 68705 1.273 .082 2.710 O FLANGE FRAME HEAD #4102A, 8063 -T8 .493 II T1.451 �1 O SASH STOP #4025, 6063-T5 It 1I l- -1.349. -1 21 SASH TOP & BOTTOM RAIL #4133, 6083-T5 1.183 .050 —1 1.0130-1-"---.-1 T 0 GLAZING BEAD, 5116" #404413,6083-T5 (USED W/ GRILL KIT) �- 2.7101 O FLANGE FRAME SILL #4138,6083 -T8 48 0 HORIZ. ROLLER TRACK #4131, 6083T8 1 1.081 1-. - 32 SASH MTG. RAIL #4008D, 6083HS -T6 .678 1.098 I iT 5 ) GLAZING BEAD 7116" #4222A,0083-T5 0 FRAME SILL ADAPTER ��// #4137, 608376 L.403..1 17 FIXED MEETING RAIL #4054B, 8083HD -78 .050 —► k-1.291*1 37 SASH SIDE RAIL #4128, 8083-T5 .878 1.115 (— of 0 GLAZING BEAD, 7/16" #9850,8083 -T5 (USED W/ GRILL KIT) 1.513 -.1 1 1738 +I 1443 -�-L T O SASH STOP COVER #4083,8083 -T5 13 FLANGE FRAME JAMB #4002A, 6063 -T6 .678 1.096_1 -. • I 53 GLAZING BEAD, 5/16" #4039B, 6063-T5 .68_. 58 GLAZING BEAD, 13/16" #4087, 6083 -T5 .097 J.L VA J.R. D 10/17Hi NO CHANGE THIS SHEET Draw 61''20/11 Thretabord NO CHANGE 7H/9SHEET Rte: FJC Dame* FJC 4/16/07 Deft 7128/06 Revlskar C G"ohdB}: J.J. NO CHANGETH18 SHEET MIN 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 PA. BOX 1528 NOKOMIS, FL 34274 PST bIb/y Beth,• EXTRUSIONS War ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ados4kde8 1111710 Ha/f 7 a 11 4127-10 E PRODUCT REVISED ea complying with the Florida Building Code Awe co No Dino ‘i1111111//r,/ \\‘‘ ..A4 LYNN A1„1,/ iii ,NOENSE' ▪ *' No. 58705 • ''• STA o ",,,1ONAt. A LYNN��1��41 1M81ER, P.E. P.E.068705 ANCHOR QUANTITIES, XOX (1!4412 -114) WI DONS TABLE E 4 NOTES: 1 �1/4" ELCO TAPCO 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE) & SUBSTRATE GLASS TYPES A,B, G I GLASS TYPES D,E,F,J,K,L 2,3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE ywr v H, HEAD & SILL co 1 HEAD & SILL m HEAD & SILL rn HEAD & SILL co 1 HEAD & SW. co 1 HEAD & SILL co 2. GLASS TYPES: A 1 A. 5/16" LAM! - (1/6"A..090, 118" A) B. 6118° LAMI - (1/8" A,.090,1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 53.125 x 38.375 4&000 60.825 54.000 80.000 63.000 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +(2+ + +1 2 1 +C2 +1 +02 +1 2 1 +C2+1 +C2 +1 2 1 +02+1 +0 2 +1 C. 5118" LAMI - (1/8" HS,.090, 1/8" HS) 2 D. 7/18° LAMI - (3118° A,.0110, 3118° R) 1+02+1+02+1 3 1 +C2 +1 +C2+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1+02 +1 3 E. 7/18" LAMI - (3/16"A,.090,3/18"HS) 1 +C2+1 +02+,1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1+02+1 3 "11 3116" LAM! IG -118" OR 3M8" (MIN. ), 6!18" OR 318° SPACE, 6118" LAM! - (118° .0,.090,18" 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1+02 +1 3 S) 1+02 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +02 +1 +02+1 3 1+02+1 +02+1 3 I. 13116° LAMI IG ^ 1/8° OR 3118° A (MIN.), 5/16" OR 318" SPACE, 5/18° LAMI - (1/8" HS,.090,1/8" HS) J. 13/18° LAM! 10 - 1/8" OR 3116° A (MIN.), 3/16° OR 1/4" SPACE, 7/16° LAMI - (3/16" A,.090, 3116" A) 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +03+1+03 +1 3 K. 13/18" LAM! 1G - 1/8" OR 3/18" A ( MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3118" HS) 60.000 x 38.375 48.000 50.625 84.000 60.000 63.000 1+C2+1 +C2+1 2 1+02 +1 +02+1 2 1+C2+1 +02+1 2 1 +C2 +1+02 +1 2 1 +02+1 +C2 +1 2 1 +02+2+02 +1 2 L. 13118" LAM! IG -18° OR 3118° A (MIN.), 3118" OR 1/4° SPACE, 7!18° LAMI - (3118° HS,.090, 3M8° HS) 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1+02 +1 3 1 +C2 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+2+02++1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02+1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02+2+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02 +1 +02 +1 3 1+02+1+02+1 3 1 +02+1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+2+02 +1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+2+03 +1 3 25 3!4° FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +03+2+03+1 3 TABLE KEY: 74.000 x 38.376 48.000 50.825 64.000 60 .000 63.000 1 +02+2 +02+1 2 1+02 +1+02+1 2 1 +02+2+02 +1 2 1 +02 +2 +02+1 2 1 +02 +2+02 +1 2 1 +02+2+02 +1 X 0 X 2 1 +02 +2 +02+1 3 1 +02 +1 +02+1 3 1 +02+2+02+1 3 1 +C2+2 +02+1 3 1 +C2 +2+02 +1 3 1 +02+2+02+1 3 11+03+4 +C3 +1 1 3 I'"- ANCHOR QUANTITY PER JAMB 1+02 +2 +02+1 3 1 +C2 +1+02+1 3 1 +02 +2 +02+1 3 1+02 +2 +02 +1 3 1 +C2 +2 +02 +1 3 1 +02+2+02 +1 3 HEAD AND SILL ANCHOR QUANTITY. 1+02+2 +02+1 3 1 +62+1 +02+1 3 1 +02+2 +(2+1 3 1+02 +2+02 +1 3 1+02+2+02+1 3 1+03+2 +C3 +1 3 A CLUSTER OF' (3) ANCHORS CENTERED 1 +02+2 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C2+2 +C2 +1 3 1 +02 +2 +02+1 3 1 +02+2 +02 +1 3 1+03+2+03+1 3 AT OR EA RAIL PLUS V} ANCHHOR A AT T EACH CH OPERABLE VENT 1 +02+2 +02 +1 3 1 +01+1 +02+1 3 1 +03+2+13 +1 3 1+03+2 +03+1 3 1 +C2 +2+02+1 3 1 +03+2+03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000 x 38.376 48.000 50.625 64.000 80.000 83.000 1+02 +2 +02 +1 2 1 +02 +2+02+1 2 1+02+2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +C2 +2+02+1 2 1 +02+3 +02 +1 2 (12) ANCHORS TOTAL AT HEAD AND 30 L. 1 +02 +2 +C2 +1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +C2 +2 +02+1 3 1 +01 +2+02+1 3 1+03 +3+03+1 3 (3° MIN. O.C. ANCHOR SPACING) 1 +02 +2 +02+1 3 1 +02+2+02+1 3 1 +02 +2 +02 +1 3 1+02 +2 +02 +1 3 1 +02+2 +02+1 3 1 +03+3+03 +1 3 1+02+2+02+1 3 1 +02 +2+02 +1 3 1 +02+2 +02+1 3 1 +02 +2+02 +1 3 1 +02 +2+02 +1 3 1 +04 +3+04 +1 3 1 253/4" max. -►I I--3" MIN. -1 1+02 +2 +02 +1 3 1 +C2 +2+(x+1 3 1+03 +2+03+1 3 1 +03 +2 +03+1 3 1 +(2+2+02+1 3 1 +01+3 +C4 +1 3 PRODUCT REMISED as complying with thy ROJ& Building Code Am al °Na 1 1 X 1 1 1 1 141 0 X 1+02 +2 +02+1 3 1 +02 +2+02+1 3 1 +03+2+03 +1 3 1 +03+2 +03+1 3 1 +02+2+02 +1 3 1 +04+3+04 +1 3 9" 100.375x38.376 48.000 50.625 54.000 00.000 83.0 1 +02+2+02 +1 2 1+62+2+62+1 2 1 +02+3 +02 +1 2 1 +C2 +3+02 +1 2 1 +02 +3+02 +1 2 1 +02+4 +C2 +1 2 r 1 +02 +3 +02 +1 3 1 +C2 +2+02+1 3 1 +03+3 +03+1 3 1 +03 +3+03+1 3 1 +(x+3+02+1 3 1 +C3 +4+CS+1 3 MTG. RAIL, TYP.- CLUSTER W/ QTY. OF (3) ANCHORS 1 +02+3 +02+1 3 1 +02 +2 +02+1 3 1 +03+3 +C3 +1 3 1 +03 +3 +03 +1 3 1 +03 +3+03+1 3 1 +03 +4+03 +1 3 EXAMPLE 1 +03+3 +03+1 3 1 +(2+2+02+1 3 1 +03+3+03 +1 3 1 +03+3 +03+1 3 1 +03+3+03 +1 3 1+04 +4+04 +1 3 (SHOWN IN TABLE KEY ABOVE) , 1+03+3+03 +1 3 1 +02+2 +02+1 3 1 +04 +3+04 +1 3 1 +C4 +3+04 +1 4 1 +03+3+03+1 3 1 +C4 +4+04 +1 3 nq,: Dada „- •, , 1 +03+3 +03 +1 31 +02 +2+02+1 31 +04 +3+04+1 31+04 +3+04 +1 41 +04 +3 +C4 +1 31 +05+4 +05+1 3 I^ 253/4 °MAX. °TYP. 111.000 38.375 ,..1 48.000 50.625 54.000 00 .000 83.(00 1 +C2 +3 +C2 +1 2 1 +C2 +2+02+1 2 1 +C2 +3 +02+1 2 1 +C2 +3+02+1 3 1 +(x+3+02 +1 2 1 +02+4 +02+1 2 -.-1 1+ 1 1J2 1 +02 +3+02+1 3 1 +02+2+(2 +1 3 1 +03 +3+03+1 S 1 +03 +3+03+1 3 1 +C2 +3+02 +1 3 1 +C3+4+C3 +1 3 9" REF. 1 1111 1 1 1 1 1111 1 X `1t&t1111rJJJJ `‘0 WJY LYNN Iii �N 00 •..,.,..,,!L! /4 i/ : 0 .•'' UCENsi ••..4 � "� *• No. 58705 I' - = Z i Ins, `_ _13 STA E F 40/ --.,(),:-.. .�. �A� A4 �'� /1;111�1{��+�� ` A. LYNN Mum; P.E. P.E.5 58705 1 +62 +3+02+1 3 1 +02+2+02 +1 3 1 +C3 +3 +03+1 3 1 +03+3+03 +1 3 1 +03+3+03 +1 3 1 +03+4 +03+1 3 X_ � 0 1+03 +3 +03+1 3 1 +02 +2+02+1 3 1 +03+3+0x+1 3 1 +C3 +3 +03 +1 3 1 +03+3+03+1 3 1 +04+4+04 +1 3" 1++3+03+1 0x 3 1 +02 +2+02 +1 3 1 +C4 +3 +C4 +1 3 1+C4 +3 +C4 +1 4 1 +03 +3+03+1 3 1 +04 +4 +04 +1 3 MTG. RAIL TYP.- 1 +03+3+03+1 3 1+02+2+02+1 1+04 +3+04+1 3 1 +C4 +3 +04+1 4 1•+04 +3+04 +1 3 1 +0$+4+05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS morel: J.J. MC 10117/11 +» +txme E NO CHANGE THIS SHEET 18787ECHNOLOOV OwvE NOKOMIS, F1.34275 P.O.sgx18� NOKOMIS, FL 34274 PcL oawmu� ANCHORAGE SPACING, XOX (1 /41/2 -1/4) T°� ALUM .HOR1iONTALROLLERWINDOW,IMPACi ao w* JJ2 09lx 81211/11 Rerara°c D ADD@ tO CAPTOBETEMPERED (� +90FT NOTTE 4118ro7 C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. MU Maar FJC pmt 2/18/08 0+»:k p' J.J. p»ls 8/23/08 12s1* patter anlRVO7r+ HiCIO �"" NTS CAB" 8 m 11 'm' I 4127 -10 I✓� E ANCHOR QUANTITIES, XOX (113 -113 413) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (G5) GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, 1 ANCHOR TYPE,' 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE w ° Ii HEAD & SILL HEAD'& SILL 2 g HEAD & SILL m HEAD & SILL 00 HEAD & SILL 00 HEAD & SILL aF 2. GLASS TYPES: i A. 5116° LAMI - (1/8" A,.090,118" A) B. 5/16° LAMI - (1/8" A,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 48.000x 38.375 48.000 50.825 54.000 80.000 83.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +C2 +1 +02+1 2 C. 5/16° LAMI - (1/8" HS „090,1/8" HS) 1+02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 D. 7/18° LAMI - (3116'A,.090, 3/16"A) "LAMI- 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 E. 7/16 (3116"HS0090,3/1"" HS) F. 7/16" LAMI - (3118" HS 3/16" HS) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1+02 +1 +C2 +1 3 1.+02+1 +02 +1 3 1 +02+1 +02 +1 „090, 3 G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8° SPACE, 5/16" LAMI - (1/8" A,.090,1/8" A) 1+02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 H. 13/16" LAMI 10 - 1/8" OR 3/16° A (MIN.), 5/16" OR 3/8° SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1+03+1 3 I. 13/16° LAMI 10 - 1/8" OR 311$° A (MIN.), 5/16" OR 3/8° SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16° LAMI 10 1/8° OR 3/16" A 3116" OR SPACE. 53.125 x 38.375 48.000 60.626 54.000 60.000 83.000 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1+02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 - (MIN.), 1/4" 7/18" LAMI - (3/16" A,.090, 3/16° A) 2 K. 13/16" LAMI 10 - 1/8" OR 3/16° A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/18" HS) 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 L 13/16" LAMI 10 - 1/8" OR 3/16° A (MIN.), 3/16" OR 1/4° SPACE. 7/16" LAMI - (3/16" HS,.090. 3/16" HS) 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1+02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1 +03 +1 +03+1 3 MEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48.000 50.828 54.000 80.000 83.000 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02+1 2 1 +02+1 +02 +1 2 25 M4" MAX. FROM CORNERS JAMBS: 9° M3/4" FROM CORNERS AND 22112° MAX Q.C. 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1 +02+1+02 +1 3 TABLE KEY: 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +0+1+02 +1 3 A O 21 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 I1 +C3+1+C3 +1 ! 3 I-•"-- ANCHOR QUANTITY PER JAMB PRODUCIIMVLSBD as complying oath the Florida BuOding Caul* ,�, AcaeproaooNO ,r.. 'AKA :" 4� ° Miami ,'4 ,-,':...11#. ,.:-: , {LYNN Wit,/ 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +0+1+02 +1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1+03 +1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +02+1 +C2 +1 3 1 +03 +1 +03+1 3 1 88.000x 38.376 48.000 50.825 84.000 80.000 83.000 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1+02 +1 +02 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 O CLUSTER OF (N) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1+02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03 +1+03+1 3 1+02+1+02+1 3 1 +02 +1+02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +03 +1 +03 +1 3 1+02 +1+02 +1 3 1 +02+1+02 +1 3 1 +02+1 +02 +1 3 1 +03+1+03+1 3 1+02 +1 +02 +1 3 1 +03+1 +03 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03+1 3 1+03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 74.000x 38.375 48.000 50.825 54.000 80.000 83.000 1 +02 +1+02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1+02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 - 125 3t4" MAX. �3 °MIN. 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +,02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1+03+1+03+1 3 1+02+1 +02 +1 3 1 +02+1+02+1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1+03 +1 3 ! !10 1 14! 0 l--- X . 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +03 +1 +03+1 3 ��F' X y 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03 +1 +03+1 3 1+02+1 +02 +1 3 1 +03+1+03 +1 3 �` ■-,/' 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03+1 3 1 +03+1 +03 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 W/ QTY. OF (3) ANCHORS 84.000x33375 48.000 50.825 54.000 83.000 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1+02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 MTG. RAIL, TYP.- 2 1 +02+1 +02+1 1+02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +03 +1 +03+1 3 1+03 +1 +03 +1 EXAMPLE CLUSTER 3 3 (SHOWN IN TABLE KEY MAX ABOVE) 1 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1+03 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1+03+1+03+1 3 253/4" 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +0380.000 01+03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1+04 +1+04 +1 4 -` I •--1 112" IYP. 1303 M1141 88.437 x 38.375 48.000 80:825 5 4.000 80.000 831.000 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 2 1+02 +1+02+1 2 1 1111 `\\``�Ny ``� ,�\+0•. • CENS. tee ii,, No. 58705 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 '3 9° REF. X O X 1 +02 +1+02+1 3 1 +02 +1 +02+1 3 1+02+1+02+1 3 1 +02 +1 +02 +1 3 1 +0+1 +02 +1 3 1 +03 +1 +03 +1 3 7 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1+03 +1 +03+1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1+03+1 +03 +1 3 1 +04 +1 +04 +1 4 MTG. RAIL TYP.- 1 +03+1 +03+1 3 1 +0 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03 +1 3 1 +04 +1 +04 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS :::-.91 1.7.1611% . ETA (�� F �'�: �J.R. Rend J.,L� 10!17/11 E NOCHANOETH1SSHEET 07NOKOMIOLO.34275 E 07ECH S. FL34276 P.o:agxlsO NOKOMIS. 11.34274 iiC.t � " ANCHORAGE SPACING, XOX (913 - ?/3 -919) Reand m +» 6/20111 D ADDED /O OAP TO BE7EMPERED6 +30FTNOTE '/ F coRio;.••. i �''1>!� A't�1 , A. LYNN MILLER, P.E. P.E.O ALUM .HOROONTALROLLERW /NDOW,IMPACT Nergier FJC Daft 411ffNT C UPDA7ETABLE6, SELECTVAL !/ESDl1ETOANCHORCAP.ADJ. arm* F.K. row 2/28/06 �mamd07. J..t Deis 2/28105 I Yc2Ibly Bett67 " H 710 eroiz NTS Bosse 9 " 11 Cu4aNa 4127 -10 + E ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4° ELCO S84 CRETE -FLEX 3- #12 STEEL SCREWS (G5) 2. GLASS TYPES: D ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W '1 co 05 2 -, co DS 2 } [a co oS m ' R co x or! m Q 4 (o v) x „6 2 . m s ,,,5 ,, A. 5/18" LAMI - (1/8" A,.090,1/6" A) B. 5/18° LAMI - (118° A .090,1!8° HS} C. 5/18° LAMI - (1/8" HS,.090, 1)8" HS) D. 7/18° LAMI - (3/18" A,.090, 3/18" A) E. 7/18° LAMI A,.(190, 3/18" FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1+02 +1 2 1 +C2 +1 2 1+02+1 2 1+02+1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02+1 3 1 +C2 + 1 3 1 +02 +1 3 - (3/18° HS) F. 7/18" LAMI - (3116" HS,.090, 3/16" HS) , G. 13/18' LAMI 10 -1/8" OR 3/16° A (MIN.), 5/16° OR 3/8" SPACE, 5/16° LAMI - (1/8° A..080,1/8° A) H. 13/18° LAMI 10 -118" OR 3/16°A (MIN.), 5/18" OR 3/8" SPACE, 5/18° LAMI - (1/8° A,.090,1/8° H8) I. 13/16" LAMI IG -118" OR 316" A (MIN.), 5118° OR 318° SPACE, 8/18" LAMI - (118° HS,.090, 1/8" HS) J. 13/18" LAMI 10 - 1/8° OR 3/16°A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/18° A,.090, 3116" A) K. 13/18° LAMI IG -1/8" OR 3/18° A (MIN.), 3/16" OR 1/4" SPACE, 7118" LAMI - (3/16° A.090, 3/15" HS) L. 13/18° LAMI I0 -1/8° OR 3/18° A (MIN.), 3118° OR 1/4° SPACE, 7/18" LAMI - (3/18° HS,.090, 3/18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 108 3/1/24" " MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 MAX FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2° MAX. O.C. TABLE KEY: O 1 +C2 +1 3 1 +02 +1 3 1 +02+1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02+1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +03+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 48.000 X 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1+62+1 2 1 +C2 +1 2 1 +C2 +1 2 1+C2+1 2 1 +C2 +1 2 1+02+1 3 1 +62 +1 3 1 +C2 +1 3 1 +02+1 3 1 +62+1 3 1 +62+1 3 1 +02+1 3 1 +62 +1 3 1 +63 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +63 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +63 +1 3 1 +C2 +1 3 1 +62+1 3 1 +63 +1 3 1 +C3 +1 3 1 +62 +1 3 1 +63+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1+62 +1 3 1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1+C2 +1 2 X I2 +C3 +21 3 I--- ANCHOR QUANTITY PER JAMB 1 +02 +1 3 1+02+1 3 1 +03+1 3 1 +02 +1 3 1 +62 +1 3 1 +03 +1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 1 +C3 +1 3 3 1 +C2 +1 1 +62 +1 3 3 1 +63+1 1 +03+1 3 3 1 +C2 +1 1 +C3 +1 3 3 1 +02+1 1 +C2 +1 3 3 1+03+1 1 +03 +1 3 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND BILL. (3° MIN. 0.C. ANCHOR SPACING) 1 +63+1 4 1+02 +1 3 1 +C3+1 3 1 +C3 +1 4 1 +62 +1 3 1 +03 +1 3 1 +C3 +1 4 1 +03 +1 3 1 +04 +1 3 1 +63 +1 4 1 +03+1 3 1 +04+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 " 3 1 +C2 +1 2 2 +02 +2 2 1 +02 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +02 +1 3 1 +62+1 3 2 +03+2 3 1 +02 +1 3 1+02 +1 3 2 +03+2 3 1 +63 +1 3 1 +62 +1 3 2 +03 +2 3 1 +03 +1 3 1 +02+1 3 2+03 +2 3 1 +03+1 4 1 +62+1 3 2+03 +2 3 1 +63 +1 4 1 +02+1 3 2 +03+2 3 1 L 9° REF. -1-- 183/4° MAX. 18 I 1-. rxoAVCTRSVISeD as comply* with t h e Amiga Cede 1+C3+1 4 1 +03 +1 3 2 +C4 +2 4 1 +63 +1 4 1 +03+1 3 2 +C4 +2 4 I O 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1+03+1 4 1 +q +1 3 2 +C4 +2 4 68.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+02 +2 3 1 +C2+1 2 2+02+2 3 2 +C2 +2 3 1 +C2+1 2 2 +C2 +2 3 MTG. EXAMPLE CLUSTER 2 +C2 +2 4 1 +62 +1 3 2 +63+2 3 2 +C2 +2 4 1 +02+1 3 2 +03 +2 3 RAIL W/ QTY. OF (3) ANCHORS 2 +C3 +2 4 1 +02 +1 3 2 +C3 +2 3 2 +03 +2 4 1 +C2 +1 3 2+03+2 3 2 +03+2 4 1 +62 +1 3 2 +03+2 4 2 +03+2 4 1 +62 +1 3 2+03 +2 4 (SHOWN IN TABLE KEY ABOVE)' °^ J�, 1.;"/<1 ` D . IDadeP „ • 2 +63 +2 4 1 +03 +1 3 2 +04 +2 4 2 +63 +2 4 1 +03 +1 3 2 +64 +2 4 1 +03+1 4 1 +C3+1 3 2 +C4 +2 4 2 +03 +2 4 1 +63 +1 3 2 +C4 +2 4 9" REF. -y- - x°---18 3/4" MAX. 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +62 +2 3 2 +02 +2 2 2 +62 +2 3 2 +02 +2 3 2 +62 +2 2 2 +02 +2 3 .-..-11-.-3° 1112" 1YP MIN. 2 +03+2 4 2 +C2 +2 3 2 +C3 +2 4 2 +63 +2 4 2 +C2 +2 3 2 +63+2 4 I O `,,oltltrui, ``�,•, fl` „0( LYNN �a.1 / /i�� os... �$)ENSF ".. F,p -� . *: No. 58705 •'• :. -0 '��y((`''j� '��}} ° 3TATE 6F� :..1.1,1 ...... AZ IpP,.•' ��; % OR ,,��,S�O •.••....N.A,,, . / //rNt�AI.- �0 'A LYNN MILLER, P.E P.ES88705 2 +C3 +2 2 +63 +2 4 4 2 +02 +2 2 +C3 +2 3 3 2 +03+2 2+04 +2 4 4 2 +C3 +2 2 +03 +2 4 4 2 +C2+2 2 +03 +2 3 3 2+C3+2 2 +64 +2 4 4 1 2 +03+2 4 1 +03 +1 3 2 +64 +2 4 2 +03 +2 5 2+03 +2 3 2 +64 +2 4 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 +C3 +2 4 1 +03+1 3 2 +64 +2 4 2 +04 +2 5 2 +C3 +2 4 2 +04 +2 Raadtd° J.J. Mc 10/1ri19 ReHebm a wo CHANGE nos ero r ANCHORAGE SPACING OX AND XOWINDOWS ' Itevmsyg 0,5, 8/20111 Raft= ACME D /804?7OBE TEMPERED € +3OFTNOir 1070 TECHNOLOGY DRO/E NOKOMIS,P1.34278 -ALUM. tmu HORIZONTAL ROLLER WINDOW, IMPACT FJC 4115/07 Rev0 0 CHD.rABLE#roe,ssaFCr VALUES DUETo wCHORCAP.AOJ PAKIX1920 *mom F.K. Ogg 208/88 Gsdadbl 1.1. Cdg 3/13/08 I NOKOMIS, FL 34274 Vieb(y Beater ' rano °tlk r NTS ` 10 or 11 ANA 4127 -10 RB1 E MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 : ' •.; , NOTE 1 1/4° MAX SHIM CONCRETE ANCHOR, NOTE 1 1 /4" MAX SHIM WOOD ANCHOR, NOTE 2 WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8° MIN. 141 CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOT DETAIL E TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 1 1/4° MIN. (1.5 KSI CMU) • 7. v OR PER NOTE 1 i �� .. r (3.4 KS1 CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT"HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. 1x. WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 13/4° FJ DEXTERIOR INTERIOR ••° .D MIN. E (H & SILL DETAILS A, B, C, , & H) 1/4° MAX. _ESM MIN. 3.41(81 CONCRETE Jr. ,, I 13/4" MIN. E.D. TYP. 1 2x WOOD BUCK, NOTE 3 INTERIOR (JAMB DETAILS E, F & I) PXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX SHIM MIN. ; d DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS DETAIL H (HEAD) NAIUNG .131 DIA. MIN. x 21/2° NAIL AT CORNERS AND 5°0.C. TYPICAL DETAILS 0, H & 1. DETAIL G (SILL) DETAIL 1 (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS Deroe 1011741 E NO CHANGE THIS SHEET myna ex J.R Rendays FJG Cosner. F.K arm B/2W11 1 • 4118107 228100 D C J.J. NO CHANGE THIS SHEET AD06FSFRi .1CHO 1VN OTOFSC,'CURRENFEDI7tOPt' 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BQx 1820 NOKOMIS. F1.14274 PJ cT VWbty Herter ANCHORAGE DETAILS 1B{° ALUM. HORIZONTAL ROLLER WINDOW, IMPACT e HH710 Half 11 11 4127-10 Ron E ``•‘\ (Os( LYNN 1 / / / , • * No. 58745 • ----N-....6,-TtoRotr,......c,'W A. LYNN MILLER.tP.E. P.E.S G87O0 Florida Building Code Online http : / /www.florida'building.orgfi r /pr'_app dfl.aspx?param- wGEVXC Business. Prrrrofl`essiona IS Home 1 Login 1 User Regtaration 1 Hot Topks f Product Approval USER; Pub& User Product AruxovaF Mena > or A ion Search > gpp6catan List > Apphation Setag FL # Appllcation Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone /Email Category ° Subcategory Compliance Method Ci Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 ridcw @rwbldgconsultants.com Rick Wright rickw@rwbIdgconsultants.com Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE43409 National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. RI Validation Checklist- Hardcopy Received FL10537 R1 COI Certificate of Independence.Ddf Standard ASTM D1929 ASTM 132843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL10537 Ri Eouiv of STANDARDS.pdf Year 1996 1999 2003 1998 2000 1995 1994 5/11/7019.R.11 Florida Building Code Online bttp: /lwww.floridabuilding org/pr /pig app dtl.aspx ?parar iEVXQ Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/28/2012 02/29/Z012 03/07/2012 04/03/2012 5/11/ /017 R.11 FL # Model, Number or Name Description 10537.1 a. "FiberClassic °, "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" • 6'8 'Impact" Opaque Fiberglass Single Door - (X) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approired for use outside HVHZ: Yes Impact Resistant: yes Design. Pressure: N/A Other: See INST 10537.1 for Design Pressure Ratings by spedflc Model and for any other additional use limitations and Installation instructions. Installation Instructions FL10537 RI 17 Inst 10537.1.pdf Verified By: Lyndon F. Schmidt, RE. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL 10537.1.pdf Created by Independent Third Party: Yes 10537.2 b. "FlberClassic", "SmoothStar", "ClassicCi eR" or "Classlc:raft Rustic' 6'8 'Impact" Opaque Fiberglass Single Door with Sideltte - (OX or X0) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.2 for Design Pressure Ratings by specific Model and for any other additional use limitations ° and Installation instructions. (Note - ASTM E1300 -98 utilized for areas Inside the HVHZ) •Insiailaiaon Instructions FL10537 R1 II. Inst 10537.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports. . FL10537 RI, AE EVAL 10537.2.Ddf Created by Independent Third Party: Yes 10537.3 c. "Ftberaassic ", "Smoot:hStar", "ClassicCraft' or "ClassicCratt Rustic" 6'8 "Impact' Opaque Fiberglass Single Door with Sidelites - (OXO) Inswing or Outswing Configuration Limits of Use Approved for use. in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A • Other: See INST 105373 for Design Pressure Ratings by spedflc Model and for any other additional use limitations and Installation instructions. (Note - ASTM E1300 -98 utllized for areas inside the HVHZ) Installation Instructions FL10537 R1 If Inst 10537.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL 10537.3.pdf Created by Independent Third Party: Yes 10537.4 d. "FberClassic ",'SmoothStar", "Classics raft" or "ClassicCraft Rustic' 6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing or Outswing Configuration Limits of Use. Approved for use to HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A ot]ner: See MST 10537.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. Installation Instructions . FL10537 R1 II Inst 10537,4.pdf Verified By: Lyndon F. Schnudt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL.10537 R1 AE EVAL 10537.4.odf • Created by Independent Third Party: Yes C10537.5 ' e. "FlberClassic", "SmoothStar", "CiasslcCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Double Door with Sideiites - (OXXO) Inswing or Outswing Configuration 5/11/ /017 R.11 Florida Building Code Online Ittp://www.floridabuilding.org/pr/pr app dtl.aspx ?panurEwGEVXC Omits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: NJA Other: See INST 10537.5 for Design Pressure Ratings by specific 'Model and for any other additional use limitations and installation Instructions. (Note - ASTM E1300 -98 utilized for areas inside the HVHZ) • Installation Instructions FL10537 R1 11 inst 10537.5.Ddf Verified By: Lyndon F Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL 10537.5.Ddf Created by Independent Third Party: Yes Ccntactrts •• phone: 8SO -487 -1824 The State of Fronde is an AA(EED employer. c ight 2OO? -2M O State of Flnr da. • • • • — S .P21t Under Florida bet, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this antfy. Instead, contact the office by phone or by traditional mat. S you have any questions regarding DBPRs ADA web accessibly, please contact our web Master at yrebrnastereedimr. .stare -ftgg. product Approval Prompt= tia rrcdttSarri Silt /7M? R.11 : 1 R W Building Consultants, Inc. Consulting and Engineering Services r"or the Building industry P.O. Box 230 Valricr, It 33595 bone 813.659.9197 Florida Board afProfessional Engineers Certificate orAWhori ation No. 9813 Product Category Sub Category Manufacturer Product Name Exterior Doors Swinging Exterior Door Assemblies Therma-Tnr Corporation 116 Industrial Drive Edgerton, OH 43317 Phone (419)298 -1740 Smooth Star, Fiber Classic, Classic Craft and. Classic Craft Rustic Flberglass Door InswinglOutswing Impact" Scope; This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 'L998) for Therma -Tru Corporation based on Rule Chapter No. 9N -3, Method 1D of the State of Florida Product Approves, Department of Business & Professional Regulation. RW Building Consultants and Lyndon E Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or disdibuting the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base materiel shall be beyond wall dressing or stucco. 3. When used in the HVHZ this product icomplies with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wild home debris protection this product compiles wish Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This products meets missile level °D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.12.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 10537.1 require further engineering analysis by a licensed engineer or registered architect. • 7. Outswing configurations using tthreshold Item #4 meet water infiltration requirements for "HVHZ". 8. Inswing and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the 1-0/HZ" and shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. 9. See drawing FL- 10537.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336 -A,B,C STTS00001 15427 - 107362 ATI 67508.01- 106 -18 TEL 06- 1031 -1 2. Drawing No. No. FL 10537.1 3. Calculations Anchoring Test Standard ASTM 0635-03, ASTM D1929 -96 ASTM 02843 -99 ASTM G26-95 ASTM E84-00a ASTM D1929- 96(2000)801 TAS 201 -94, TAS 201 -94. TAS 203-94 Prepared by, RW Building Consultants, Inc. (CA #9813) Prepared by RW Buliding Consultants, Inc. (CA #9813) Testing Laboratory Testing Evaluation Lab.,Inc. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. Testing Evaluation Lab.,inc. Signed by Lyndon F. Schmidt, P.E. Lon Kicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Slghed & Sealed by Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute , certifying that Therma-Tru Corporation is manufacturing products within a quality assurance program that complies with ISQ/IEC 17020 and Guide 53. PF 1454 Sheet 1 of 1 Lyndon F. 'Schmidt, P.E. FL PE No. 43409 212812012 MOOTH STAR; FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING "IMPACT" g • .PENERAL. NOTES 1, This product has been evatuated and 101 compliance with. the 2010 Florida sukting Oxle (FBC1 sltuatUral .requkernents Including the "HighlVelocily Hurricane Zone (HVHZJ. 2. Product anchors shall be as Bled and ot shown on dotal& Anchor embedment to base roaterfat shall be beyond waltdreeidng StUCCO, When used In the 'Wilt, this pfadUctscompiles AM extort 1824 of the Efortda.BUIlding Code and cioes. not require an impact resistant coveting. 4. Whenesed in areas outside Of the 14vtir' requiting wind borne debts protection this product oornplles with . Section 1609.12 of the 20)0 FSO and, does not ref.:Niro an trnpaCtreSiStant coverfng..This prOduct meets mtste levet 'Vend includes Wind Zone :4 as cleaned In tiSTM 994:tand.Siectiont80t. i2.4 of the FM. 5, For Zit stud framing construction, anchoring Of thee units thatite.the xanete bat: sherwryferlxtvek masonry construction. 4, Site conditions that deviate from.the details of this drowtriarequireludher engtneterinsg analysis by la licensed engtneer or registered arahltect. 7. Outswingcontiguratiohs u.strtg threshold Item #4 meet watetintbatten.requiremenb for °HVIlr, 8. 'Inswing eoringulatIons arta autswIng cordigurattons using threshold Item #5.ele not ttteet.the water Matto/1 sectukements for tivliyHrand, shag shab istalted cs* in non-habitable areas or at ixibltable liVariOS protected by on overhang ar canopy such that the angle between the edge of canopy or overhong folll ts less than 45. degmes. orsc,fol TARS CONIENTIS SMOOTH: 3T 37,5" )I 82.250 ' +75:0 -75.0 OUTSWINO • . ...ele\raltimt.deSIgn pressures.& generalise:4es don* §reooli) Sierl • deteDS ( s: Door paregael0 *Cr fkstic • pa dela Vlber c , utorttontot sect: . *. ' • • • CLASSIC • .01Wr 37.75" x 37.75" x82.250 +00,0 -80.° 00.0 CLASSIC 4R.Art RUSTIC • filed-doss iecllore Bee ana frame toe . • 3v7x 4uck mizsomy aeretnratiort Frame a • 1X !mammon tx>rattticItoil Fr• tior.4.4 QijTSWING INSWING OUTSWIN INSWING 37.75" x pis" 37.75" x 82.25" 37.75" 80.75" +100.0 +90.0 +90,0 -100.0 37,75" x 8225" 476,0 37.750x 50.70" 40.9 g 2/24 a lcL sttrg igh AL 'la Egg, Oft Lev- 4 °wig., Mt Cr 105.37.1 mar w Od ro -r Y£601 -73 , yon atom SJI ue HO 7t* sla '81 Y g NOUNS SSON31101383A .xr. 0 MILS x007 XVW V3wwV N3dO %99'@"L itsaireatioluial IAd 00000000 0000000 00400000 0090000 00..00000 000000 0000000 0000000 000'00000 0000000 00000000 0000040 00000000 0000000 oaoo0000 0000000 ooc00000 0090000. 00040000 0000000 I oon00000 i• , 1 i all ...,. i , III 1,, , 1 :.,,,:.,, , , ...,.:....... , ,...,...... IL ! NOR®1)G 40 csoc -1J rON Mad si us Sur, 1M3 '01A0 'S:CM MOS s %z /z, ,xvw V NY NNd0 %49'00 vatileozgati puck] Y-Y i30 ood00000 iioo00000 000000oo oo:00000 r ;l• �00000' { OOOOo 1 0000000 v. 00000000 •10000000 00000000 0000000 00000000 00.00000 00000000` 0000000 00000000' 0000000 00000000' 1; 0000000 j .}00000000' v-vir a i3NYd dO S2!'3N1100 h'dt1. NOU,73S 51020 IYINOZWOR t t fia ys I J � AM t.• r I11IiUII1IIIfl& _, r.;r7' r 0 000000 0000000 000000 0000000 000000 a000aoo 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000 000 0000 000000 0000000 Panel reinforcement TYP. 4 CORNERS OF PANEL Q • 28.86% OPEN AREA MAX. EXTERIOR INTERIOR °HORIZONTAL CROSS SECTION 4.0 0 LOCK HINGE SALE I+ , A3 1 0 .00 E7(TERIOR INTERIOR ()VERTICAL CROSS SEC TON 2 N way 2/24/09 crag en AL aix. at: LFS DPAWM NO.: FL- 70897.4 r 4 ar 10 h S: �.l .fit (.A;�^� ! • F 1 f .. - I ter � ori soor .'. ' F•seq MJ :N . .. •. •, j� iii INTERIOR °HORIZONTAL CROSS SECTION 4.0 0 LOCK HINGE SALE I+ , A3 1 0 .00 E7(TERIOR INTERIOR ()VERTICAL CROSS SEC TON 2 N way 2/24/09 crag en AL aix. at: LFS DPAWM NO.: FL- 70897.4 r 4 ar 10 Q Q o EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECI?ON. 6 EXTERIOR INTERIOR 000000001 0000000 00000.000' 0000000 00000 :000: 0000000! 00000000'r 0000000 0000000o': 0000000 00000000 0000000i� 000000001 0000000 00000.- > . 0000 0. 00000. 0000000 00000:000! 0000000 f' j 00000000:3 RETAIL AA •.z 2/24/0$ MID N.T'.$ DM. en AL cat. art LFS DRiMND [O. FL- 40537.4 SHIM oa jg EXTERIOR INTERIOR C) VERTICAL CROSS SECTION also gaved -9 EXTERIOR INTERIOR EXTERIOR INTERIOR ()VERTICAL CROSS SECTION Shown w/l X sub -buck EXTERIOR INTERIOR C)VERTICAL CROSS SECTION Ins IrjgcordiguraHon sea gem3rai notes. sheet 1 for H water tton (1)VERTICAL CROSS SECTION Inswing configuration see gge�nneral notes, sheet 1 for ragrrrewater tnfBituMrr a VERTICAL'CROSS SECTION Outsvfng cantguraion see metal notes. sheet 1 for water Infiltration requ evils INTERIOR EXTERIOR VERTICAL CROSS SECTION Oulswtng coda tloi see general notes, sheet 1 for _ water ltANratlrl o cl g WE 2/24/09 ewe 14.T.S two. et: AL oft en LFS SeSWS o uat FL- 10537, o BUCKANCNQRING DP 4010 pd bUCKCANCIfORING 8l1 < DP as i00psl HINGE JAMB CONCRETE ANCHOR NOM 1, Substitution of equal concrete screws from a different supplier may have different edge distance and cenferdstance requkemenfs. 2. Concrete screw locations .at the comers may be =Ousted to maintain the minimum edge distance to mortar/ants. H concrete screwlocaflcons noted as °MAX. ON CEN1ER" must be acgusted to maintain the minimum edge distance to mortar Joints additional concrete: screws maybe required to ensure the maximum on center dimension Is not exceeded. 3. Concrete anchor table: y �j�,M ^.... ... .... 'i:.i: �-...::..... :: •: _:._mot .. +__..; ..• : Si: J�",.•' •��pl }•� "C +,.. .. :. -x:v_ n. G�iiW1, N.. V.: �at^..::: 5......: .1. ;... ... s. Y. _.:YS.�:.::�•. ^Yt..•:6::r"+ijCM ,yr �3 ti: -:ii:.s {H1R.•,✓i:i:•'4:v)•: V: V::.:.. fiBtlK..........._..... .. .. ..: 06•..,.,./ flR`..,.-.,., T.•.,. f::• l::':! t...... • ,.• : k...a..5. .. �p� �'� ,�j� p �jj'� Y.....!!!.. �4�?L 'F'�F.........!`!4:�:'�:+:�. ...:... ti5:`:; St'.! fY{,;,+ C/ tt- :ii:•.4 :i]Yff /i AAve. _...:.,•�ru ..aA: ..... i..... W�:•: :SY.xI�}ra }irm�t.,. :..f't.. %:f, "�1 _ ?+?iFKWKFIT.% •i:.sv.•,i. `fir, 'ltiy` -v' 1/4° 1.1/4° 2.1/2° 3° lie 1.114" r d° FRAME ANCHORING Masancy2X buck construction HINGE DETAIL MIKE JAMS LATCH A DEADBOLTDErA L uwa ar AL m Ern LFS DR4WM0 NO.: FL.- 10537.1 emu or 12 MINGL1AMS FAAMEANCHORING Masonry IX buck construction CONCRETE ANCHOR NOTES; 1, Substitution of equal concrete screws from o different suppler may hove different edge dtafance and center distance requirements. 2. Concrete screw tocattons at the comers may be adjusted b maintain the mtnfmum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER' mat be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: = '. NgM tZE '.•:= i " :a :r:'t' ;F''rs ::; +;i ;MiNt1 GtAAt `;? &I.:— ,7 ....._.. is ;t i�l ..MX � .. T lsAdtS0 • -1,b0 � ..;:..isMINI ?iU1�7f: AL Pt Pf ........._. 114° 1.114" 2-1/2" 3" :.c:,' : liar 1.1/4" 1" 4" f • • • STARE JAMB LATCH &DIA0 OLTDETAIL 1f1NGE MAIL h oz m 2/24/09 i sou. N,t$ LOU AL arc xrn LFS FL -.10337.1 a sxZEr g / g It 6 I I 611 J 4 itl l'' . BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION . MATERIAL A 1 X BUCK SG a 0.55 WOOD 30 CLASSIC CRAFT RaTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - B 2X BUCK SG k 0.55 • WOOD 31 DOORSION 0.095' THK. (CC RUSTIC) Py = 6,OCO PSI MIN, FIBERGLASS C MAX. 1/4" SHIM SPACE - 32 TOP RAIL (CLASSIC CRAFT RUSTIC) WOOD D 1/4" X 2-3/4" ELCO OR ffW CONCRETE SCREW STEEL 33 LOCK & HINGE STILE {CLASSIC CRAFT RUSTIC) WOOD/LVL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 34 BOTTOM RAIL (CLASSIC CRAFT Rung COMP. 35 PANEL REINFORCEMENT OW THK. (CLASSIC CRAFT RUSTIC) STEEL G 3/16" X 3-1/4"11W CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H 1/4* X 3-1/4" ITW CONCRETE SCRBY STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DEFAIL SHEET FOR DETAILS J 1/4"X 3-3/4° ELCO OR Ty,/ CONCRETE SCREW STEEL 41 DOOR SKIN 0.065" THK. (Sh400TH STAR) Fy = 6,000 PSI MIN. FIBERGLASS L #I0 X 2-1/2" PFH WOOD SCREW STEEL 42 TOP RAIL (SMOOTH STAR) 1 INSWING ADJUSTABLE THRESHOLD 13300/0 ALUM./WOOD 43 LOCK STILE (SMOOTH STAR) WOOD/LVL 2 INSWING THRESHOLD (15300HP4) ALUM./COMP. 44 HINGE STILE (SMOOTH STAR) WOOD 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP3IrM) ALUM./COMP. 45 ' BOTTOM RAIL (SMOOTH STAR) COMP. 4 OUTSWNG COASTAL THRESHOLD ALUM.IW000 46 PANEL ENFORCEMENT 0.023" THK, /SMOOTH STAR) STEEL ! :1 6 43 1 OUTSWING STANDARD THRESHOLD ALLIMJWOOD 47 FOAM CORE POLYURETHANE 6 INSWING HOLD ALUM, MP. 50 CLASSIC-CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 7 DOOR BOTTOM SWEEP VINYL . 51 DOOR SKIN 0.09e THK. (CLASSIC CRAFT) Fy = 6,000 PSI MIN. FIBERGLASS 8 JAMB (PINE) SG >= 0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT) COMP. 9 JAMB (OAK) SG '""0.55 W000 53 LOCK STILE (CLASSIC CRAFT) WOOD/LVL 10 WEATHERSTRIP FOAM 54 HINGESTILE (CLASSIC CRAM WOOD/LVL 11 HINGE . STEEL 55 BOTTOM RAIL (CLASSIC CRAFT) COMP. 12 #10 X 3/4" PEN SCREW STEEL 56 PANEL RONFORCEMENT 0.02T THK. (CLASSIC CRAFT) STEEL 13 #9 X 3" PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065" THK, (FIBER CLASSIC) Fy = 6.000 PSI MIN, FIBERGLASS 16 08 X 2-1/2" PFH SCREW STEEL 62 TOP RAIL (FIBER cussig cow. t 8 17 OS X 3/4" PFII SCREW STEEL 63 LOCK S11LE (FIBER CLASSIC) WOOD/LVL e a N 18 KINIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 64 HINGE STILE (FIBER aasstg WOOD 19 KWIKSET DP.ADBOLT - SIGNATURE SERIES (980) STEEL 65 BOTTOM RAIL (FBER =no COMP. 66 PANEL RENFORCEMENT 0.023"THK. (FIBER CLASSIC) 67 FOAM CORE 5,72" k Wal iillf*Jr''''''—a-- ------ . ........_-- - __ _ ,137' li - - ,- 1-- _yr . 0 ill-t 10.1 ` 0 ern` cotalat 5.83° ,.. 2 456' J r 5.75" garge DAVt 2/24109 a , a, ,A4.4., , i,„ ■ v , 0) • 1(1 soms. /tr.& _ PM BY: AL -- •— .A..?....'• ,,,, , '... 4.44, ,'-' aft MI LES T1IBSIHOLD 'I.' DIVNI101 No, FL-706,37.1 0 = (7) 00 ■ ."--' Pc'evla rantra = ÷t. St1.0 psi tsiser ji,), ma.. DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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.miamidade.aovinera/ Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 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 hive 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 Hurrioane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 Through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, 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 Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ_ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dade County Product Control Approved ", 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 # 09- 0310.05 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMaDADE COU APPROVED NOA No 12- 0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0310.05) 2. Drawing No. W04 -01 Rev C, titled "Aluminum Outswing Entrance Door ", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09- 0310.05) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03 -1882, 08 -1889, 08 -18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 08- 0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29/04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC 2010, prepared by Al Farooq Corporation, dated FEB 02, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor Calculations and structural analysis, prepared by AI- Farooq Corp., dated 04/28/08 and last revised on 06- 02 -09, signed and sealed by Arshad Vigar, P.E. (transferred from file # 09- 0310.05) 3. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass Plus", expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite PVB interlayer ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 & no financial interest, prepared by Al Farooq Corporation, dated 01/25/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09- 0310.05, expiring on June 10, 2014. 2. Test proposal # 07 -3527 approved by BCCO. ‘514.441 \ .ten Ishhaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 E -1 Ii SEE SEP( TE NOA it I II FOR I I II RATING' 0 DETAILS j it II' 1 r -1 I I 5" MAX HEAD /SILL CORNERS 42" FRAME WIDTH 13° MAX, HEAD /SILL (2) ADDL. ANCHORS AT 3° O.C. AT MTG. STILE ENDS REQ. FOR WOOD OR WOOD BUCK INSTALLATIONS ONLY DOOR HINGES SHEET 2 FOQUANTITIES & CAPACITY SURFACE APPUED FALSE MUNTINS MAY BE USED j DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDEUTES USING MIAMI -DADE COUNTY APPROVED MULUONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE STSILM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 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 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 31 3/4° D.L OPG. 39 1/8° LEAF WIDTH 75 3/4" FRAME WIDTH 13° MAX, HEAD /SILL. SEE SEPARATE NOA FOR SIDEUTE RATING AND DETAILS II 11 II II II 11 II I I II P J MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA / I / / IL/ I /„ ,/ A4VE LEAF II = = = ===.4===-.3 II 11 \ \ \\ II 8" MAX. HEAD /SILL CORNERS r g 29" D.L. GPO. 30 3/8' LEAF WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 29" Di. OPO. 38 3/8° LEAF WIDTH RA. PE B 70592 CAN: 3338 TO G J .60 roam maim i .1�!!� felt pg mo 8g aids 844 8 n B 0 ,C E a g I 8 'drawing no. W04 -01 sheet tot 5 (sheet 2of $ ) DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. (+) INT. ( -) 2/6 AS RE00. 75.0 85.0 3/0 6/8 75.0 85.0 3/6 8003 -T8 75.0 85.0 2/6 7/0 75,0 65.0 , 7/0 -.,. :.- , 3/3 8/1 75.0 85.0 8 INSTAUAIIONS WHERE WATER INFILTRATION 75.E .0 3/0 8/0 75.0 85.0 3/8 6063 -T8 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36° FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4" X 1/4" X 16 -1/4° LONG ATTACHED WITH (2) #8 X 3/4" 5485 HINGES SINGLE DOORS; TWO- HANDED COMB MING EXTRUDED ALUMINUM BRIDGE 2 BY 'OIESSE' (5) PER LEAF AT 6 ", 12 ", 35 °, 63 -1/2° AND 92 -1/2" FROM TOP OF DOOR / \ • DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE -GLASS TYPE 'B' WIDTH HEIGHT EXT. ( +) INT. ( -) 5/0 AS RE00. 100' L40,Q 8/4 6/8 100.0 140.0 5/0 8003 -T8 1 I�,:, 10 2/6 7/0 100.0 140.0 3/0 7/0 100.0 140.0 3/3 8/1 100,0 140.0 2/6 INSTAUAIIONS WHERE WATER INFILTRATION 100.0 140.0 3/0 8/0 100.0 140.0 3/3 6063 -T8 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE D ORS; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02161 ATTACHED WITH (4) 810 X 1 -1/2" 5485. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36° FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4° X 1/4" X 16 -1/4" LONG ATTACHED WITH (2) 88 X 3/4" 5MS HINGES SINGLE DOORS; TWO- HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' A ) T 3",, 9° AND 28 -3/ FROM DOORS TOP AND BOTTOM, ONE AT MIDSPAN ATT)3 E 9°° AND 26-3/8 OORS TOP AND BOTTOM v DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (+) INT. ( -) 5/0 AS RE00. 75.0 75.0 8/4 8/8 75.0 75.0 5/0 8003 -T8 75.0 75.0 6/4 7/0 75.0 75.0 5/0 4 75.0 75.0 6/4 8/1 75.0 75.0 LOADS SHOWN ABOVE ARE 90R INSTAUAIIONS WHERE WATER INFILTRATION RESISTANCE 15 NOT REQUIRED. UNIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. I77LM # PART # 10X50. DRSC11TP710N 587551AL MANP. /$OPPIZER /REMAREs 1 ER006 AS RE00. DOOR FRAME 6083 -T6 - 2 ER012 AS REQO. 000R LEAF 8003 -T8 - 3 V21588 1/ LEAF DOOR BASE BOARD 8083 -T6 - 4 VZ -1453 1/ 000R FRAME SILL 6083 -T8 - 5 - 1/ DOOR SILL BASE 8063 -T6 8 V2 -1481 AS RE00. ASTRAGAL STILE 6063 -T8 - 7 VZ -1535 4/ LEAF GLAZING BEAD 8083 -T8 - 8 2801 AS RE0D. GLAZING GASKET EPDM OURORETER 75.85 SHORE A 0 'bk`K, � 10 1001/50 1/ CORNER CORNER KEY ALUMINUM M0N710ELL0 11 00500X 4/ LEAF HINGES ALUMINUM GIESSE 12 810 X 3/8" 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS READ. BULB W %TRIPPING - - 14 810 x 2° AS READ. ASSEMBLY SCREWS - HH SELF DRILLING 18 812 X 1 -1/4 - FRAME ASSEMBLY SCREWS - SMS LOCKS OU0LB DOORS; ACTIVE LEER MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) 88. X 1 -1/2° SM5. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. 5480718E LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART #02168 ATTACHED WITH (4) #8 X 1 -1/2° WS. HINGES 00USLE DOORS; TWO- HANDED COMB +LIN0 EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6 ", 12 °, 35 °, 63 -1/2" AND 92 -1/2° FROM TOP OF DOOR NOTE TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGFD DURING PERIODS OF HURRICANE WARNING. 3/16° HEAT STREN'D GLASS .090" INTERLAYER BUTACITE P83 BY 'DUPONT' 3/16° HEAT STREN'D GLASS SILICONE GE SCS 2800 SILGLAZE I5 GLASS TYPE 'A' 3/16° HEAT STREN'D GLASS .100° INTERLAYER 9ENTRYGLAs BY 'DUPONT' 3/16° HEAT STREN'D GLASS SILICONE GE SCS 2800 SILGIAZE II GLASS TYPE 'B' Pat1AUC: 74.7wAtioISEPitonotb, �e /A doe f 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 ro‘,„uu 8 0 0 ro 3 2 8 6 0 0 1 8 drawing no. W04 -01 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING L. EDGE ACCESS HOLES WRH PLUGS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 11 Y 1! SEE SEPARATE NOA II I FOR TRANSOM 'fr, .. g.a 1 RATING AND iUETAII.S 1 it 1 ii fl 1 II I: A `11`'Y" 11 1 y 1I I I 11 #8 X 1/2" SMS 3° FROM ENDS AND 10° 0.0. MAX. (4) #12 X 1" SMS AT 2° O.C. MAX. AT CENTER OF SILL. REGO. AT DOUBLE (XX) DooRS ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MUWON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ACIBUCT UMW= =I wti6 Ne Neelfiu CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. sit, BS C -90 HOLLOW/FILLED BLOCK AT JAM f'm - 2000 PSI MIN. 1 SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 St LM'ITS. • i Engn 4ApCMLAHMAD • $..701882 . CA.N. '3838 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. METAL STRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE ELEV. FOR SPACING °+177 BSI. Fy =18S KSI) IN D STRUCTURES 1--3/8 MIN. PENETRATION INTO WOOD THRU 18Y 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 .#14 SMS OR SELF DRILLING SCREWS (GRADE 2 cats) INTO MIAMI —DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KS! MIN. ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) .32YE10AL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE _ .3/4" MIN. 0 A BRA " 3 E to,„, J C c � drawing no. Woo -01 sheet 3 of 5 1/4° MAX.', TYPICAL ANCHORS SEE ELEV. ° FOR SPACING SHIM 1/4° MAX. SHIM SPACE (2) /8 2 3/4' METAL STRUCTURE ACTIVE LEAF ir !Al 0 O EXTERIOR D.L. OPG. LEAF WIDTH FRAME WIDTH MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA O SINGLE DOOR TYPICAL ANCHORS SEE ELEV. FOR SPACING DOUBLE DOOR ruipucP won) =1,140:141 Ow Mikis Asialeame IN* -topfradow IV* TYPICAL ANCHORS SEE ELEV. FOR SPACING gg Eg 4 -a O c a O M 1 drawing no. W04 -01 (sheet 4 of 5 9 ME p 4 .74 ,, aaa 16 3.673 **• *70 4 *24 ' --,4 44, 0 4100 c• tlEAF i 1.636-.1 0 * DOOR BASE BOARD .138 1.417 .571 L1.772—.1 FRAME SILL ASTRAGAL STILE 1.000 .094 SILL BASE .846 .050 _41 1.201 0 GLAZING BEAD 1.018 a LEAF coRmEns 0 8 ZEMEAMIOILAMIES :14V4ti '4WD .** RA P 1 70592'.. • CAN.. 38, 2012 raw CT 8V ositglOyfig Met the Pad& 1118~7444 tellalpareaft • 24. 1M17, - 67Pete 11110... 0 a drawing no. W04-01 sheet 5 of 5 ) CITY COPY