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Home My WebLink AboutSUBMITTED PAPERSDATE: APT: PERMIT NC, PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION e _ SCANNED 2300 Virginia Avenue BY Fort Pierce, FL 34982 St. Lucie County 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT dq 1. LOCATION/SITE ADDRESS: � �� 2. PARCEL ID NUMBER: 41 D � l,, 3. DESCRIPTION OF PROJECT: �- - f �" � J 4. TYPE OF STRUCTURE: SFR 1/ MOBILE HOME: OTHER: 5. OWNERS INFORMATION NAME: '0 L� ADDRESS: CITY: f0451- w6 STATE: Y ZIP CODE:3495Z PHONE: 'D66 -J 1c3' L-Vt,L� EMAIL. riqwV ay dip •C-ff M"' 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: K1� 2 �Z CM50 COUNTY CERT #: 2�P0 BUSINESS NAME: �L^ PHONENUMBER: EMAIL: Type of Surface attachment: Wood Frame Concrete Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS ^ + 9- ACCORDION ROLL -UP FABRIC OTHER (i/ATTACH 2 COPIES OF TDE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING EWPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR maSTINGRESIDENTIAL STRUCTURES ONBACK 7. VALUE OF CONSTRUCTION: $ 1506.00 PERWr FEE: $ OWNERS AFFIDAVIT: I certify that all of the information contained m this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. :;�� C' C /Ij ol6(R PRINT' NAME OF O OR CONTRAACLTO,R/ `QUALIFIER SIGNATURE OF OWNER O ONTRACTOR/QUALTFIER STATE OF FLORIDA, COUNTY OF ��f • I.-L�C a ,, j ACKNOWLEDGED BEFORE ME THIS %D DAY OF S f ., . 2011114{J �I.I S 110 WHO IS PERSONALLY KNOWN TO ME WHO HAS PRODUCED AS IDENTIFICATION. NOTARY PUBLIC .STATE OF FLORIDA Patricia A. Jacobs Commission #DD971818 GNATURE O N • TYPE OR PRINT NAME OF 1 Expires; .161 24,T _ "' C BONDING Co -. NOTARY C COMMISSION NUMBER RONDID rlixRII ATLANTI NOTICE TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR MIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC DATE: RECEIPT: PERMIT J _ PLANNING & DEVELOPMENT SERVICES DEPARTMENT iCOUNTY BUILDING & CODE REGULATIONS DIVISION • 2300 Virginia Avenue Fort Pierce, FL 34982 v (772) 462-1553 APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 3 16 S �'rL A d • L ty d 'a rA S -F `Gk (.e, 2. PARCEL ID NUMBER: 14 I19t - 511 O - co 8 ;kl - 000 - ct ` a 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: I� C fLI1''/S 4. TYPE OF STRUCTURE: SFRMOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION Name: t? D u,l n Fa 5 4e r FL Reg/Cert #: R& 2 2 a 'R 11— 3 R Address: County Cert #: 4 a 7 City: State: _ L Business Name: QmaA&,+ 14c>m e-j Zip: Ii `(°1 J�� hone: B 5-p c I q Phone Number: % ] ; . 31-1 a - l G ( a Email: ohm aK hors as ke4 .- � . co�-- Email: ro b..n �o s'4�✓ ►+ �� o Y► ► 'i COMPONENTID.. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # , WINDOWS_ iQ� . S H L 1 S 1 FL S� a SKYLIGHTS. SLIDING GLASS_ DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR - I aAttach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ qA rJ 01 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in // compliance with all applicable laws regulating construction and zoning. L O (^ 5 Ce:-Fd [ 1 �, PRINT OWNER OR CONTRACTORIQUCALLIFIER NAME SIGNATURE OF OWNER R CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF UL • ,,jam ACKNOWLEDGED BEFORE ME THIS C1 DAY OF f-M1 GV 20 I-7) i BY J . yui:5 O IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED __ _ ___ ____ __ h$ VRWIION. Patricia A. Jacobs S NATURE F N Y TYPE OR PRINT NAME OF ommissIOn #DD9719&L �,,,,,�,,,.• Expires: MAR. 16, 2014 TITLE: NOTARY PUBLIC COMMISSION NUMBER SHED MU ATLANTIC BONDING CO., INC. NOTICE TO OWNER: 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. Permit No. 5 LC 1 3O S `- - 3 9 5 IVV 1 II,G Vf l.V1YUY1GIVl..GIYIGIV 1 q Tax Folio No. 0 S �' . _"D© ta- coo I 1 State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): -3 l/ v ,) j W yv General description of improvement:I ►� U� © I els � V1 �% I � � l� i G" � � Owner information or Lessee information if the Lessee contracted for the improvement: Name P_0 U "/ n j�d' S +P.✓ , Address ` i (. ,L, a yL a �R o t- Soy, I •-- lE (_ lA C- 1 3 Interest in property: 0 w Nev' Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: / ` rna `-, �An Contractor Address: 1!� o c% 5 W S it a «r:a L Phone Number: a- — 3 q.�. — -3 Z 0e Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ t Name and address: Phone number: _ Lender Name: 9 /A Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713 13(l%J0. Florida Statutes: Name: b -&K Phone Number: 19 b. Address: .L ( i l 1t C '✓ , �l3YI� d ► IC , In addition to himself or herself, Owner designates l�LIL (;Q- of AC%i.00- 00a ' ` J& to reclive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. ee II,o Phone number of person or entity designated by owner: �1q`"c2`" Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my know e a belief. - -- -- _ JOSE PH E. SNflT i, wJ ER;: OF TFi_ :diRC11wr COURT a SA11%,1, u j C " : l:O ,tayTY (Sign ure of Owner or Lessee or Owner's or Lessee's Authorized Officer/[ -eS< 60 1K 375$ 932 - ga13 I11oE1 T, �, j (Signatory's Title/Office) The foregoing instrument was acknowledged before me this 0 day of _ , 20 ]25 i By &IAVU as U1iyyy- for 1. LA) Name f Person Type of authority (e.g.officer,trustee) Party on behalf of whom instrument was executied Personally known or produced Identification NOTARY PUBLIC-S'rA.,rF OF FLORIDA (SI nature of Nota Pic - State of Florida) �.v"'•••, Pal?7eia A. Jacobs Type of Identification produced (Print, Type, or Stamp Commissioned Name of Notar�T'Commission #DD971818 yp %11 ..'.•, Expires: MO.16, 2014 BONDED THRC ATLANTIC R0.'P1 D;G CO., INC 9/9113 r r Florida Building Code Online -_ e• r,{,a�t} t<,W4G�'Tk S iE nIh~RA"I 1� .•r �' �'1` )'� A x i t z., rr k v �i' z �. u:�..+:.x�..a,� �w�`�:..,4,,r�t �9i�kixm�a..,s�w;r�a...s„u•.,�..�,s�,.r;��tz....•,.�,:��'�;c.c;.:� BCIS Home i Log" In y User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBCStaff ! BCISSlteMap Links Search Busimss `��i Professional USER: Pu lApUser proval lliinrrmii%nil�n�lirr�ils� Product Approval Menu > Product or Aoolication Search > Application List > AppBaation DetuR FL # FL15412 Application Type New Code Version 2010 Application Status Approved *Approved by DBPP- Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tom@lawsonwindows.com Authorized Signature Thomas Sotos tom@lawsonwindows.com Technical Representative Thomas J Sotos Address/Phone/Errail Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 tom@lawson-industries.com Quality Assurance Representative Joe Thiry Address/Phone/Email 8501 NW 90th St Medley, FL 33166 (305) 696-8660 Ext 282 jthiry@lawsonwlndows.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/09/2012 Date Validated 04/20/2012 Date Pending FBC Approval floriclabuilding.org/prlpr app dtl.aspx?pararri=wGMQvADgtepP/p2bDhVRQZHEABaBOJAJ3luElitm7RD5T%2fSriZ9Rnl%2bge/p3d°/p3d 1/2 9/9/13 Florida Building Code Online - Date Approved 04/26/2012 Summaq of Products FL # Model, Number or Name Description 15412.1 7500 Non-Irrpact Flange Frame Single 7500 Non -Impact Flange Frame Single Hung Window Hung Window !1i Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FLIS412 RO C CAC 12-0127-14 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2015 I Design Pressure: +70/-100 Installation Instructions Other.. FL15412 RO II 12-0127-14.Ddf Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15412.2 7600 Non -Impact Fin Frame Single+ 7600 Non -Impact Fin Frame Single Hung Window Hung Window _ Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15412 RO C CAC 12-0127-15 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/07/2015 Design Pressure: +70/-100 Installation Instructions Other: FLr5412 RO II 12-0127-15 odf Verified By: Thomas 3. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party; 15412.3 ^_�7700 Impact, Flange Frame Ingle 7700 Impact, Flange Frame Single Hung Window^�A Hung Window Limits of Use^ Certification Agency Certificate Approved for use In HVHZ: Yes FL15412 RO C CAC 12-0127-16.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/27/2016 Design Pressure: +80/-80 Installation Instructions Other: Gass lites wider than 36" shall have two setting blocks FL15412 RO II 12-0127-16.Ddf per FBC 2411.3.3.1 requirements. , Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports i Created by Independent Third Party: — i 15412.4 7800 Impact, Fin Frame Single Window 7800 Impact, Fin Frame Single Window~ Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15412 RO C CAC 12-0127-13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/06/2013 Design Pressure: +60/-60 Installation Instructions Other: Glass lites wider than 36" shall have two setting blocks FL15412 RO II 12-0127-13 odf per FBC 2411.3.3.1 requirements. i Verified By: Thomas 3. Sotos, P.E. 55225 I Created by Independent Third Party: No i IIII Evaluation Reports Created by Independent Third Party: Etk i'ia: i;:' Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO'empioyer, Copyright 2007-2010 State of Florida :; Privacy Statement ;; Accessibility Statement ;; Refund Statement Under Florida law, email addresses are public records- If you do not rant your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter455, F.S., please dick here. Product Approval Accepts: wc"uritvyAi f,rltwt goridabulidirig.org/pr/pr_app dFl.aspx?paran-FwGEVXCNDgteo0/a2bDhVRQZHEABaBOJAJ3luF4%ix7RD5Ta/`2fSnZ9Rnl%2bge/a3da/e3d 212 ,A 5/1W TAPCON FASTENERS CCgnc. or Masonry Installotion) 1/4' TAPCON FASTENERS or #12 S.M.S. SCREWS NAY BE N14 S.M.S. FASTENERS C2X WD. Framing Instaltatlon) USED, SEE DP CHARTS FOR TOTAL ANCH130S REQUIRED. (A) 2 AT FRAME HEAD (ADDITIONAL ANCHORS TO BE FIELD DRILLED & APPLIED) CC) NONE AT FRAME SILL CA) 3 AT FRAMt HEAD (D) FRAME JAMB, SEE TABLES AT SHEETS 3 and 4 of (C) NONE AT FRAME SILL $ 53 1/8' CD) FRAME JAM , SEE TABLES AT SHEET ,3 and 4 of 5 53 1/B' ya. WINDOW WIDTH i a`0 A tr 3iq, 11 9/16' z u t w ,r 4 a 11 9/1 �/ o u 15 3/4' M a v x 0 0..- d h = Mom. D.L.O. Width M. y D 49 1 H = 40 1/4" 1J n = 11 9/16' vy �� 7' max. n CLz77 n q .. 7' Max. 14 3/4f 11 5Y8s.• //l 11 5be Q _. olio imrwm 'm M.L wont. or masonry Ins>:auaruonJ 1114 Sm. FASTENERS C2X WD. Framing Il+stallgtlon) ' CA) 2 AT FRAME HEAD (C) NONE AT FRAME SILL CD) FRAME JAMB, SEE TABLES AT SHEETS 3 and 4 of 5 53 1/0' WINDOW WIDTH a F A a 4'TYP r it J3[ t �•* o N G Mo D.L.O.Width = 49 1/4' 14 1/2'I•• B '_ .�. 3 7' n > 14 3 14 11/4"' ri UNEQUAL LITE VIEW WINDOW RADIUS HEAD EQUAL LITE WINDOW E�UAL LITE WINDOW TEST UNIT ELEVATION TEST UNIT ELEVATION TEST UNIT ELEVATION (SEE TABLE V-1 & V-2 fOR DESIGN PRESSURE) Notes: SERIES-7500 SINGLE HUNG WINDOW-- FLANGE FRAME — NON —IMPACT 1.) TH19 WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE AND AMU 1300. E TO BE PROTECTED WITH THIS PRODUCT 19 NOT IMPACT RESISTANT. WINDOWS ARE TO BE PROTECTED WITH MIAMI—DADS COUNTY APPROVED WINDOWS ARE IMPACT RESISTANT SHUTTERS. MIAMI-DADE COUNTY APPROVED IMPACT 2.) 1 X OR 2 X WOOD BUCKS SHALL BE INSTALLED AND A14CHORBD SO THAT THE BUILDING RESISTS THE RESISTANT SHUTTERS SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY THE BUILDING OFFICIAL. ' 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. INTERIOR ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINd'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) RADIUS HEAD WINDOWS ARE QUALIFIED FOR USE WITH ALL GLASS TYPES TABULATED HEREIN. 8) VIEW WINDOWS ARB UAWFIED POR llSE WITH 3 18" ?ZEAL & 8" Q TEMPER THE EdilY / AN ED 3/1 BD GWS9 USING H DUTY MEETING RAIL ONLY. PRODUCTscompREVISF.D m complying with tho Flo(ltla 7.) SEE PAGE 4 FOR LOCK OPTIONS. B.) APPROVAL APPLIES TO SINGLE UNITS OR MULTIPLE UNITS AND MAY BE MULLED VERTICALLY OR HORIZONTALLY, 9.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES 00 MIAMI—DADE COUNTY APPROVED WINDOWS USING BuildingCode Acceplanpo No B Imlia�bnta A MIAMI—DAD( COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE By FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. M 10.) SEE SHEET � 4 FOR MULLION/METAL ATTACHMENT DETAILS & NOTES. ,ldeProdgcC 01 io to lD b N) m M 1 to aon O 3 eL v z �o z w 0002CL .01 1 2 /2' A N EDGE DISTANCE 1/4' or, 5/16' TAPtONS WITH 1 1/4' MIN. CONC. OR MASONRY EMBEDMENT A 1/4 d E DGE DI! 44 a 1 1/4` MIN. TYP d ° y a ° 4• 1' X PT WOdD BUCK 1/4' MAX.* SHIM CAULK O o- EXT, O , s• SEALANT �2 EXT. _STANDARD DUTY MEETING RAIL (SEE DESIGN PRESSURE TABLES) 2X WOOD BUCK ALL WOOD BUCKS ENGINEERED SEPARATELY L TO BE REVIEWED BY BLDG, OFFICIAL CTYP.) #12 or #14 S.M.S. W/, 1 1/4• MIN,ttMBE OOD EMBED WOOD EMBED X WOAD BUCK *' SHIM Ax.13 1/4' MAX. SHIM27 21 1 1 1/4 WOOD 1 1/4' 1 1/4' or5/16' TAPCUNS WITH 1 1/4' MIN. TY i MIN. CONC. OR MASONRY EMBEDMENT ,D toto WOOD BUCKS NOT BY LAWSON IND. M o MUST SUSTAIN IMPOSED LOADS vA w GLASS °f 0 n ' 1/4' SHIM a AZING SEALANT MAX. $$oZ EXT. Ds WINDIJV.V TH CAULK OPTIONAL FASTENERS NOTE: PRODUCT'RMSBI> 6 1/4' TAPCON FASTENERS or 012 S.M.S. SCREWS MAY BE as complying with da.Flp)'IdG USED, SEE DP CHARTS FOR TOTAL ANCHORS REQUIRED. Lhuildmg Codo /% (ADDITIONAL ANCHORS TO BE FIELD DRILLED L APPLIED) CA) 3 AT FRAME HEAD AcceplaaoeNo Sxpira)ion l)atc CC) NONE AT FRAME SILL By HEAVY DUTY (D) FRAME JAMB, SEE TABLES AT SHEETS 3 and 4 of 5 M' daProduoe' MEETING RAIL GlazingDetail & Descrint �.� (SEE DESIGN PRESSURE TABLES) o �i 31 29 g i S O EXT. 1 EXT. i f 1 30 30 T I 12 I I v GLAV G•BRE I cwlxp m¢ MONOLITHIC GLASS - SINGLE GLAZE 1/2" OVERALL INSULATED GLASS ANNEALED OR TEMPERED cONSIST 0 1/4' MAX. 1/8 , 3/15" OR 1/4" THICK 1/0' ANNEALED OR TEMPERED LITE * (SEE DESIGN PRESSURE TABLES) + 1/4' AIR SPACE SHIM +)/B" ANNEALED OR TEMPERED LITE TYP 30 Glazing Sealant Types & Options (SEE DESIGN PRESSURE TABLES) 1) Schnee -Morehead 5731 2) Schnee -Morehead 6732 1X or, BX 3) GE SCS 1000 Clear Slicone P.T. WI7, BUCK 4) Dow 6roning Clear Sllcone • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS1 LESS THAN 1/8", SHIMS ARE NOT REQUIRED. a x 4 2 1/2• MIN, EDGE • DISTANCE i N � a 8 m `o 2 x z &irwFamvJ%wdardM9eWvRal1 T99#FD-4606-3116'Amea1ed NeFfiwPmas Urclladto100pef. M14ad1a'Tapmas M2orV4 Tepmte PWSeRamvJSbffKbtdNbftgWL Test#FTLW3A1-1f4'Aflaled NQEfw Presnre Umtedlol 614a818`TIWw1s S12or VB'T�mcars RwwR3reW&WKkdMIlyR31 Ted#FtL6MA,2&A4.1B PMeded Nogmpt minikdlolOW, Mf6ord16' WorV4'T hpws i I EXT. � � 3D � rutlMa 111E MONOLITHIC GLASS - SINGLE GLAZE ANNEALED OR TEMPERED 1/8"• 3/16" OR 1/4" THICK (SEE DESIGN PRESSURE TABLES) GLAZING DETAIL & DESCRIPTION CS p m oa 9 w 1O m � o¢ W e' n. z ! Z q c o coo i sa ' zi � 4 ~ a c � W paml a C (a . N zi �A Q .1 q 0� z o J .0 �l Z r' O S E- x a •� '$f e V O a 9 dtt D Hdo (in P(q)) Fd mf Jamb Archae Had Anchors Jaft Andras Head. Andras Wdlt Helglt I %H Fl-) Jam Anchors Rod Antdlas Jamb Anchm Heal Andras VI1Uh L d�R m F(� Fj•) pd Jamb M nre H3ad Ardor Ja1b hxhars H3ad Andrus 1Q125 26 M.0 100.0 2 2 2 2 19,125 25 70.0 100.0 2 2 2 2 19.125 X 7QO IMO 2 2 2 2 23,5 26 7D.0 100.0 2 2 2 2 25.5 25 70.0 IOU 2 2 2 2 2aS X 7QO 1000 2 2 2 2 37 23 70.0 100.0 2 2 4 3 37 25 M.0 100A 2 2 4 2 37 x 7Q0 as 2_ 2 4 2 63125 70.0 10Q0 3 2 6 3 53125 28 70.0 100.0 3 2 5 3 E1125 ' 2i 644 61.4 2 2 2 2 19'125 33375 70.0 10D.01 3 2 3 2 19125 36375 MD 100D 2 2 3 2 1Q125 3a375 700 1000 2 2 3 2 2'oS 38376 70.0 1010' 2 2 4 2 �.6 38375 70.0 100.0 2 2 4 2 265 8375 7Q0 10Q0 2 2 4 2 37 38375 70.0 10D.0'' < 3 2 5 3 37 38375 M.0 100.0 3 2 5 2 37 33375 MD 70.8 2 2 4 2 63125 3$375 7D.0 76.8 4 2 6 5a12S 33375 70.0 8$fi 4 2 6 3 Ei125 311375 44.6 446 2 2 4 2 1Q725 MC25 70.0 10D.0 2 2 3 2 19125 51626 70.0 100.0 2 2 3 2 lat25 50.625 MO 1000 2 2 3 2 2IS 54625 7D.0 10Q0 3 2 5 2 25.5 5Q625 70.0 100DO 3 2 5 2 2E5 ME25 MO MS 3 2 5 2 PRoDUCPREVISED as complyingwllhtheFMda DutldingCoda 4 AcceplanoeNo PxpirolionDate f5 By Mi oPro et Mi y I 37 60625 70.0 101D 4 2 7 3 37 50625 70.0 1000 4 2 7 3 37 M95 6Q4 OD.4 2 2 4 2 I Sa125 ME25 MO MO 4 2 6 3 5a13 51825 70.0 723 4 2 7 3 M126 5Q625 303 353 1 2 1 2 4 2 1Q'12i S8 70.0 10Q0 3 2 4 2 1912i 53 70.0 100.0 3 2 1 4 2 1Q125 ' S3 MG 1000 3 2 4 2 mS 53 70.0 1000 3 2 6 .2 2615 58 70.0 1010 3 2 6 2 265 53 MG d6.7 3 2 5 2' 37 5B 70.0 98.3 5 2 8 3 37 58 70.0 i0MO 5 2 8 3 37 15B570 9.0 2. 2 5 2 53125 513 57.3 4 2 7 3 53'12i 58 03.1 85,1 4 2 7 3 U125 .55 332 332 2 2 4 2 1Q125 63 70.0 100.0 3 2 4 2 1Q125 63 70.0 10DO 3 2 4 2 1Q725 :63 MO W-3 3 2 4 2 26.5 63 I M.0 100.0 3 2 6 2 26S 63 70.0 100.0 3 2 6 2 255 63 7110 81.1 3 2 5 2 37 63 M.0 921 5 2 8 3 37 63 70.0 1010 5 2 9 3 37 E3 556 SO 3 2 5 2 53125 63 1 54.5 54.5 4 2 7 3 5a125 63 62.9 Mg.. 4 .2 . 7 3 51125 63 31.6 31.6 2. 2 4 2. 1Q1m 74.25 7U•0 10D.0 ' 3 2 5 2 IS13 74.255 70.0 IOU 3 21 5 1 2 1 1Q125 AM MO 81.8 3 2 4 1 2 as 7425 M.0 100.0 4 2 7 .2 28.5 7425 7D.0 1MO 4 2 7 2 20 742'i 67.4 67A 3 2. 5 2 37 7426 70.0 ffi8 5 2 9 .3 37 7425 70.0 10Q0 6 2 10 3 37 740 Safi S O 3 2 6 2 53121 7425 ®,0 M0 4 2 7 .3 531Z 740 57.7 57.7 5 2 6 3 53125 .742i 290 2)0 2 2 4 2 Rar(pRanBWH3WntyFbll-TA3EV4 Te4#FFL43e3.316'AnmledVlev t Ned. /lfanta'Tgme b¢oTW Tame FbWRa►eWH3aLyDLLyRsd Ttat#FTL43Z3-3116'Telrpered N�gdw Fle�ueUmTedlo tOQaf. 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Ntivdie'Trymm 1 912aUP7lpme OCTE SIZE VM tt R+) F0 Jmb ras And H&S Adm knb P dm H&S Ades wdh f4 'blot (A' R+) R•) Jarb Wd Anc101f Jsrb Anr°B Fed ' 4dnrs OOM S'ZE V4M Ft(#t F(4) FZ) Jamb Adios Hard Ald= Janb AWM Hwd Aldtors a e � gPT } 8 m 5� ss S E 0 8 " e $ f± g$ b$ F S u {NIIIIII 13 9 d $ 8 14-2 19125 E185 7110 11110 3 2 5 2 14-2 14-3 19125 191Z 5Q82i 5Q6� 7Q0 AO 10Q0 1000 . 2 2 2 2 3 3 2 2 14-3 19125 M6m25 MO IMO 4 2 6 2 19liJ iQ0 10D0 2 2 2 2 15-3 SM : BB MO 1MG 4 2 6 2 23.5 23 70.0 10QO 2 2 2 2 15-3 19125 63 7110 IMO 3 2.. 4 2 15-4 %125 63 7Q0 1010 4 2 7 2 37 70.0 10DA 2 2 4 2 15-4 12i Bi 7Q0 tOQO 3 2 4 2 16-4 IQ125 74M MD 1MO 4 2 7 2 r '70,0 T- 2 2 5 3 18-4 1912i 74M MO •IOOO . 3 2 5 2 q z z g w Y 5 18-45 19125 7425 MO 'DOD 3 2 6 2 16-� 19925 742'i 7Q0 1070 4 2 7 2 1912ri 38375 ALO 10D.0 2 2 3 2 16-5 19IM 74M MO 1000 4 2 7 p 23.5 33375 �L0 IMO 2 2 4 2 16-5 18125 74Z MO WOO 3 2 5 2 H34-2 285 EdB 7QD 1W0 3 2 4 2 Hi4-2 265 E16Ei 7R0 WQO 3 2 4 2 37 38375 MO 1000 2 2 5 2 F04-3 �6 BtB� 7Q0 1010 4 2 5 2 HA-3 235 EQBS 7Q0 10Q0 .3 2 b 2 H3i-3 2.5 63 MD B37' 3 2 5 . 2 53'o 38375 70.0 W10 4 2 7 4 Hib-3 s5 83 AO 1111 3 2 1 6 2 H354 255 63 MO IMO 4 2 6 -2 IR125 M625 7Q0 1000 2 2 3 2 1-15-4 235 63 7M =a : 3 2 6 2 Hi"r4 235 742ii MG 7a0 3 2 5 2 235 50625 M.0 1000 3 2 5 2 Hl6-4 W XZ MO IMO 4 2 7 2 H30-45 M5 74Z ME) 849 3 2 5 .2 37 5QG25 MO 10Q0 4 2 7 3 FW-45 25 74Z MO MO .4 2 7 2 FEO-5 235 740 MO 869 3 2 6 2 5310 ME25 70.0 IMO 6 2 8 4 Hi8-5 Z85 74?5 TO IMO 1 4 2 7 2 -2 37 5Q-25 aA .3 2 6 2 31-2 37 SLB25 MO IMO 4 2 6 .2 19I� 58 70.0 10].0 3 2 4 2 X-3 37 MJM5 AID 9D8 3 2 5 2 24-3 37 MOB MO WQD I .4 2 8 2 2Ez5 59 t�,0 10Q0 3 2 6 2 0�{, * a��1��0 • y''••••.��*•"'��j��®/ U. 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(, rJJ121NG BITE 1/2" OVERALL INSULATED GLASS cGNstsr DP 1/6" ANNEALED OR TEMPERED LITE + 1/4; AIR SPACE + I/e ANNEALED OR TEMPERED LITE (SEE CORRESPONDING DESIGN PRESSURE CHARtS? GLAZING DETAIL & DESCR[ TION NotesaU ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. THE CAM LOCK IS QUALIFIED FOR USE 1. BOTH EXTRUpED ALUMINUM1 AND PLASTIC LIFT HANDLE LOCKSDip ON ALL WINDOWS. 11 rJ6 9 10 fm LOCK (LATCH AND SWEEP) OPTIONS m M e y c cs m o n Z v R fn w x Z to a ! y +1 .a., Z6 o o ~ a F N �+ m 4 z O o q yb Z �= 2 �a a f=, z (.'i z .. Z O O 10 3 I s rn w c o o I c 0 $$ orN1@'Tapcom 012or1ICTo*rz (In) (In) p(+) psf p() Psi Jamb Anchom Hend Anchom Jamb Anchom Head Anchors 19.125 28 70.0 100.0 2 2 2 2 �.5 26 70.0 10D,0 2 2 2 2 37 26 70.0 100.0 2 2 4 2 53125 26 70.0 10D.0 2 2 5 3 19125 36375 70,0 100.0 2 2 3 2 25 5 36.375 70.0 100.0 2 2 4 2 37 36375 70.0 100.0 2 2 5 2 53125 3R375 70.0 88.E 3 2 6 3 19125 M626 70.0 100.0 2 2 3 1 2 I 28.5 M825 70.0 100.0 3 2 5 1 2 f 3I 51M5 70.0 100.0 3 2 7 3 i f 53125 5D.625 70.0 723 3 2 7 3 19125 58 70.0 100.0 3 2 4 2 25.5 58. M.0 100.0 3 2 6 2 37 58 70.0 100.0 4 2 e 3 S125 SO 65.1 661 3 2 7 3 1RI25 63 70.0 10D.0 3 2 4 2 23.5 63 70.0 10D.0 3 2 6 2- 3T 63 70.0 100,0 4 2 9 3 53125 63 62.9 629 3 2 5 3 19125 74.25 70.0 100,0 3 2 5 z 2B.5 74.25 70.0 100.0 4 2 7 2 SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. IF 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AND INTERIOR DP TABLES FOR QUANTITY 1/4• MAX. AND FASTENER SPACING) SHIM - N 12 S.D.S. X 1 1/4" L INTERIOR SEE ELEV. FOR SPACING WINDOW FRAME WINDOW FRAME EXTERIOR PERIMETE EXTERIOR SEALANT EXTERIOR GRADE NOTE THE LOWER PRESSURES OF SINGLE PERIMETER CAULKING HUNG WINDOW OR MULL SHAD. GOVERN 1. ALL STEEL IN CONTACT WITH ALUM. METAL STRUCTURES; OR PLATED. (STEEL OR ALUM. I/8" MIN. THICK) Li' A) STEEL : Fy - 36 KSI MIN. O e) ALUMINUM : 6o63-T5 MIN. MULLION & METAL STRUCTURE ATTACHMENT DETAIL 37 74.25 70.0 100.0 5 2 10 3 5312i 7425 57.7 577 4 2 9 3 Flange Rattle W/Stanclard Tat#FTL5293A3- UTOvelaB Napallw Rosmo Meeting Rail Insulated wlllB'Mlleaied UmHed to lODpsf. Range Frannevld Fleaq Wtyr Flail Test#FTL4351-W2'OveerallIMUIOWvelB"Tenpemd NegatIva Pressure Limited to lOGpsf. B14ertV1("Tapeons 912 or 1141 Tapeoro m4orSmrTapeoro -2or11--T -m E` p g 119I m 5 S P e 8 $ II g " 2 B $ Z a 3 \ w S x NFdth on) Helgtt (In) P(+) PST P(-) pST lAnchomiArrhom Jamb Haad Jamb Anchors Head Anchors 1Mdth (IN HeJght (In) P(+) Pat P(-) pal Jamb Anchom Hasa Anchom Junb AwAora Fled Anchom 19125 25 70.0 .100.0 2 2 4 2 19,125 26 . 70.0 100.0 2 2 2 2 28.5 25 70.0 100.0 3 2 5 2 26.5 28 70.0 100.0 2 2 z 2 37 28 70.0 100.0 4 2 6 3 37 26 70.0 100.0 2 2 4 2 53.125 23 70.0 100.0 3 2 8 3 63L I25 26 70.0 100.0 3 2 4 4 19125 3R315 70.0 10D.0 3 2 6 2 19125 38.375 70.0 100.0 2 2 3 2 25.5 3R375 70.0 100.0 5 2 $ 3 26.5 38.375 70.0 100.0 2 2 4 2 37 3R375 70,0 JMG 4 2 7 3 37 38.375 70.0 100.0 3 2 5 2 53125 3R375 70.0 8l7 4 2 6 3 5.25 38.375 70.D 100.0 4 2 7 4 19.125 M(25 700 10D.0 4 2 7 2 19.125 50.625 M.0 100.0 2 2 3 2 25.6 5U625 70.0 10D.0 5 2 8 3 28.5 50.625 70.0 100.0 3 2 5 2 37 %M 7D.0 1010 5 2 8 3 37 60.625 70.0 100.0 4 2 7 3 83.14 SQ625 65.8 me 4 2 7 3 53.125 50.825 70.0 100.0 5 2 8 4 19.125 58 70.0 100.0 4 2 8 2 19125 58 70.0 100.0 3 2 4 2 ppallTTrpi , ....a ..... � ds �.11� 1 k a ': •�'�� • �IFfi111{{I ��,,,, o 6 5 37 58 70.0 100.0 5 2 8 3 37 58 7070.0100.0 5 2 8 3 53125 56 6D1 f�1 4 2 7 3 53 Zri 5$ 70.0 .6 2 9 4 19.125 63 70,0 100.0 4 2 7 2 19125 83 70.0 100.0 3 2 4 2 26.5 $3 70.0 100.0 5 2 e 2 28.5 63 70.0 100.0 3 2 6 2 37 63 70.0 100.0 5 2 9 3 37 63 70.0 IOO.O 5 2 8 4 PRODUCT R6VIS® aecomply(ngWIlhBNsFtodde i BnildihBCode RnpUatlon 15 Oy Product 53.125 63 57.2 57.2 4 2 7 3 S3125 63 70.0 072 5 2 9 4 19.125 7425 70.0 100.0 4 2 .2<i 74.25 70.0' 100.0 3 2 5 2 26.5 7425 70.0 100.0 5 2 $ 2 26.5 74.25 70.0 100,0 4 2 7 2`Ptp10GNO 37 7425 M.0 969 6 2 10 3 3I 74.25 70.0 100.0 6 2 10 3 53.125 74.25 5Z5 525 5 1 2 8 1 3 53LI25 74.25 70.0 80.0 1 6 1 2 110 4 FRAME HEAD L-7501 .50D .0 2 .500 2.022 I FIXED MEETING RAIL L-7504 2.241 .08 842 IVENT BOTTOM RAIL L-7507 VENT TOP RAIL (Heavy Duty) L-7506 1-1.280 -1 .125 1.938 .500 VENT TOP RAIL (Standard Duty) L-7505 FRAME JAMB L-7503 2.375 FRAME SILL L-7502 CAM -SWEEP LATCH 11 2.112 1.937 0.7802 . e .062 .887 2.900" SASH STOP 0 CM 0.813 GLAZING BEAD L-7510 097 .00a VENT JAMB L-7508 .812 PEI-000 SH7500 FLANGE WINDOW HILL OF MATERIALS 'ITEM N I PART Q DRWG. # REQD. DESCRIPTION REMARKS 1 L-7501 LII-121 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-7502 1.II-120 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7503 LII-127 2 FRAME JAMB 6063-T6 ALUMINUM 4 L-7504 1_II-129 1 FIXED MEETING RAIL 6005-T5 ALUMINUM 5 L-7505 1_II-125 1 VENT TOP RAIL STD. DUTY 6005-T5 ALUMINUM 6 L-7506 L1I-126 1 VENT TOP RAIL HVY DUTY 6005-T5 ALUMINUM 7 L-7507 LII-136 I VENT BOTTOM RAIL 6005-T5 ALUMINUM B L-7508 LII-124 1 VENT JAMB 6063-T5 ALUMINUM 9 ■ x 2 VENT LATCH / LIFT LOCK 6063-T6 ALUMINUM 10 r x 2 VENT LATCH / LIFT LOCK INJECTED MOLDED II r ■ 2 VENT LATCH / SWEEP DIE CAST 12 L-7516 r AS REDD. GLAZING BEAD ROLL FORMED ALUMINUM 13 r r 2 VENT/SASH STOP I PER RE0'D JAMB 14 ■ SCHLEGEL AS REDD. TOP RAIL WEATHERSTRIP .187' X 150' PILE 15 x ULTRAFAB AS REDD. FXD. RAIL WEATHERSTRIP .187' X 250' FIN SEAL 16 r ULTRAFAB AS REDD. VENT JAMB WEATHERSTRIP .187' X .200' FIN SEAL 17 ■ ULTRAFAB AS REDD. FRAME SILL WEATHERSTRIP .187' X .250' FIN SEAL IB r x AS REO'D. 3/8' PVC WEATHERSTRIP 3/8' DIA. DUROMETER 65 19 ■ x 2 VENT/SILL OPEN CELL PAD I'xl'xl/2' FOAM PAD 20 r r 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 2l L-7523 r 2 VENT TOP GUIDE / CAM 1 AT EACH END OF RAIL 22 L-7524 ■ 4 VENT JAMB FACE GUIDE 2 PER VENT JAMB 23 x ■ B FRAME ASSEMBLY SCREWS N 8 X 3/4' P.H. PHIL. 24 x r 4 VENT ASSEMBLY SCREWS N 8 X V P.H. PHILLIPS 25 x r 2 FXD. MTG. RAIL SCREW N 8 X V P.H. PHILLIPS 26 x x 16 max. 2X FRAME INSTALLN SCREW N12 or N14 SMS FkL/PHI. 26 ■ r 16 max. CONC..INSTALL'N SCREW 1/.4' or 5/16' TAPCON F.H. 27 L-7327 x 2 BLOCK & TACKLE BALANCE I PER JAMB 28 ■ r 1 INSECT SCREEN r 29 r x 2 GLASS a TOP & BOTTOM See Detail R sheet 2 of 5 30 x ■ AS REO'D GLAZING SILICONE See Detail @ sheet 2 of 5 31 ■ 774-ase-767 AS REDD 'TruSeat' Swiggle Seal Black -1/4' air space mo a o to � n1 °o 4 h o 0O yam moo„ 3 a a o rc . mom z; h z o z ! Wi au'o a p e z w o � o 5 Z :D Q a t to Z` N �xo I 4 � W cy O PRODUCE 1'LBVlSBD +`�» re comps➢In8wI1hft FIWI48 Ac"PtoceN 1f �5 F AcceplpneoNo EXIAMtlen Dote BniiantfD¢dePra ctC t1fe1"} � ((�� v - IIW --- f G � ;a � � i; lid �,+A, ti°{✓91r Rorj Cepaiht entcf BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats & Facts t Publications I FBC Staff BCIS Site Map Links I Search Busines), Professi al product Approval "_:USER: Public User Regulation an "", ATp . .ai M.o > c..amb > AT„n,an.,n i i« > AppBcation Detail FL # FL15428 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tom@lawsonwindows.com Authorized Signature Thomas Sotos tom@lawsonwindows.com Technical Representative Thomas ] Sotos Address/Phone/Email Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 tom@lwson- industries. com Quality Assurance Representative Joe Thiry Address/Phone/Email 8501 NW 90th St Medley, FL 33166 (305) 696-8660 Ext 282 jthiry@lawsonwindows.com Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard VPa• TAS 201 1994 TAS 202 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval 04/09/2012 04/12/2012 Date Approved 04/19/2012 Summary of Products FL # Model, Number or Name Description _ _ i 15428.1 8500 Non -Impact Flange Frame 8500 Non -Impact Flange Frame Horizontal Rolling Window - XO, Horizontal Rolling Window OX, XOX Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI 1542Ft_Rn_r_CAC'_17-n127-19 pelf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/26/2016 Design Pressure: +73.3/-100 Installation Instructions Other: FL1542R_pn_rr_17_n177_19 pelf Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15428.2 8600 Non -Impact Fin Frame Horizontal 8600 Non -Impact Fin Frame Horizontal Rolling Window - XO, OX, Rolling Window XOX_Configurations mortification Limits of Use Agency Certificate Approved for use in HVHZ: Yes ` Ei i s47R_Rn_C_C4f _i2 0177-1 R ; of Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/23/2016 Design Pressure: +73.3/-100 Installation Instructions Other: FI 15428 _Rn_rr_17-n],77� f Verified By: Thomas ]. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15428.3 8700 Impact Flange Frame Horizontal 8700 Impact Flange Frame Horizontal Rolling Window - XO, OX, Rolling Window XOX equal lite, XOX un-equal lite Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes El 1 4A7R Rn_C'_C'A17 1 7-0127_08 pelf Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/11/2017 Design Pressure: +80/-80 Installation Instructions Other: FI 1 ri47R Rn IT 17-n1 77-n8 pelf Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15428.4 8800 Impact Fin Frame Horizontal Rolling Window - XO, OX 8800 Impact Fin Frame Horizontal Rolling Window - XO, OX Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI 1 5478Rn_r_rAr 17-n177-17 pelf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/09/2013 Design Pressure: +60/-60 Installation Instructions Other: El 154?8—Rn_rr_17_n177-12 prif Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports j Created by Independent Third Party: Back tvext (`,,tart Ile ;; IQ4n Nnrth M,nrn, St-,tTallah,cc p FI 12399 Phn - Atn_d A7_1 A74 The State of Florida Is an AA/EEO employer. Coplalght 7007_701n Stata of Flnrlrla ;; Privacy ctata mant ;; (jtr g1hlllty States mpnt ;; Rafi,nr7 Statp mpnt Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dldc here_. Product Approval Accepts - In ® 99 a 74' OVERALL FRAME WIDTH 73' INTERIDR FRAME WIDTH � " INSTpL1nT ON FASTENERS 1) Tk5 WINDbW :$YS'I'EM I3 DESIGNED 4ND TESTED TO C01110LY WITH THE REQUIREMENTS OF THE 2010. FLORfbA HNILDING BODE AND AST1f: 1?OQ-02. Tdl$ PRODUCT. 15 'VOT IMPACT: RESISTANT Mi' WINDOWS ARE TO BE q Q (Ajj 4..S(MRS'AT FRAM? PI!DTECTFD.IPITH A MIAKI"D4DE COU)ITY-APOROVEI IJ)AACT R491&ANT SHUTTER• q 1, (B E.SI,'REWS Olt A. ANCHOR $ )• 1{ ;OR ° 1; r'DOD BUCIS8 SE A(d. EE INSTALLED AHD OCHORLD SO THAT THS [SURGING RESISTS THE SNPERIMMSE(S. LOAD$ IN 14C('ORDANIVE':WfTH THE REQUI YENEA�'$ 0 2610 & T4-1311REVI('#41)41Y .BUILVItiC e�:q To p CLlP$, A, FRAIJE'SILL (c) 4 Al Ea, kRAHE dA146 *3#. OZiPAL t+01'8 BD Gt$ICIAL ff) ATICHORS SHQ'jN ABOVE! ,+RE AS PE TEST UNITS ON <<ENTEFZ ((O.C.). ANCHOR E3l?ACINGS WILL,Vgt(Y WITl( UNIT DMNSIO.$3,'AND THE 1(UMBER OF;ANCHORS.11 Q'FIRED, AS SPECIFIED OM TtE IAAp TA&ML IwI W ix q A DOW ELEVATION ' 120' OVERAL',: FRAME @IjDTN 124' IN 01 ERIO' FRAME: VIDTH (IAAX. $) ACCHOR,COSJDITIONS NOT DIUICRIBED, IN THESE DPA"IN<;,S ARE TO BE ENGINEEREI! ON A SIM SPECIFIC BlSIS, UNDER`SEPARATE APPROVAL, AND: TO BE REVIEWWE:p BY j3UlLD1NG OFFICIAL. 4' � w 6.) kAME PIOTALI,ATI(IN SEWS l USED; $HAU BE IAAD SEARING. § XG .or OX,B7NDOWS ARE; RUALIFIED 10R USE WITH S1t�GLE GL'' ZE G3.. TYPES TABULATED. HEREIN ' � � q �z aC X(X. W[k6WS ARE QUAItIFIEb FOR USE WITH SINGLE� GLAZE GiASS TYPES TABU TATCq IIER�IN eq�i Y a 1^`p (S`FE SF15$T p7) B) KG._0)( IdX WINDOWS WALIFiIiq FOR USE WITII 0 69LE (11 flI GLASS T'(p. S TABUlJiTED HEREIN a (� z $ m i (S;H SHEBT 9R) 9) SEE, SHLtT 4.FOR LOCK DE TAILS & DPTIONS. 1D) dE SHEWI'.4 FOR GLA$IN4. k,ETA1IS'fC OPTIONS (R$I?ER TO s4oETs 6, 8, 7 B 1pR DESIGN PRE�URES). =8 � Ix � L. ,� 11) TG)dPEREO GLASS MAY gl U$Fp BI1T pESIGN PRESh�Ugj. ARE LIMITED TO G)AD TIBLES iIH BHEET . .B, FOR YG UNp AND' U EI TS (" q & 8 PbR 7fS))t U :ITS k ; 10) FRt1ME 6d, A6CH41t CLJM TO BE MRASUliEb FROIr 1'H$ 7NSII18 EDp,E OF -THE W!N,50W FflAME :AND TO HB LOCATED WITHIN 4R41J1RED-AT A +/- S f4 TOLERANCE, ANCHORa FI)AVP SILT. TO 3E THE SAME AS FRA.idE WAD b; m N 11) SJEi "SHEEII a® FOR FIANCEE PERIMETER CAUtK/ INSTALLATION D$TP,IL. C p 1 i) A0111OVA4 APPLIES TO .dRjiSL( UNITS QR MUIiTIPLE IjNl7S AND MAY DE MUIJ,ED VERTICAI.�. OR WRIZOEETALLt'. IO,) Ml'Ihw; SINGl$ HUNG WjNp6W8 WITH OTHER TYPES bF MIAMI DADE COUNTY APPf:OVED WINDOWS USING W .A. . ML►1i1 bAb$ COUNTY APP.I;pV[ID MULIJON IN BETWf;EN, A.k9 ACCEPTAHLB BUT TAB IAWER DESIGN PRESSIJRf3 FRGM TH; WIFipOlY9 OR 'I,JUL1,l0N ARSROVAL WILL APPLY TO THE. 9NiIRE MU1401 SYSTEM. q. MIS.) S119 SHEEN' P 8 FqR Mll(.1�ibE;/MEiT44ATTACHMENT DE'W($ & NOTES. gId/ITIO(Q FkSTBNER94 Fix..;. �lu4d..(2,'? Yfdlfr - y 7 _ Mtl7.L. . +balk. 28 1 R / ry •i / N I . '� fJ/ f �� 1 I V O.C.) �IXOX WINDOW ELW il,) 7 AT FRAME HEAD jP1 5 AT 3?4#L E OU (C 3 AT EJ,. FRAME JAMB i�$E6 98NERhL NDiB S3 g c ' ' IxuxJ WINpAjYS ARE TO 1)E "ROTEdtED WITH MIAM[ DA])E,COUI,V9Y.PPROVED IMPACT jfl- EiESISTAMT $EIUTTER8 SE]? ES�8500 H(R 200AL SLID; WANDb`{M1 �a• $ Y. .,= o FLOGg FRAME �_ { i0 1=f�IPAC j 20 1/2• (O.C_j �. I'RODU . REVISED, 6 wrnAX"4 ovF,Iglda (,) Suildu*; C(p4� Acceptatiuj)No HxpETutboo Date er By IA Pn7duetO ��d�QI01)tll ` 1/4' TAPCONS W/ 0GEJ; DISTANCE 1 1/4' MIN* CONC. EMBEDMENT 4 AULKZNG L114 MAX ERS SHIM SPACE 23 22 \\=A(.L P.T. W000 DUCKS ENGINEERED *IQRATE}Y $j LT P BE RCVl MEWED 12 DG.:-0FFICIAI2 4TYP.). GL Akikiti SEALANT 9xM2I01i . , 777 9 V4' KA 24• SHIM SPA I *4 4q - EId[4' SILL W/ 1/2" RISER ADAPTER 4., APPL16 W1 CL6kq SILICONE) !6 EXT. PERIP <Ti P.: ejLAS.S pvq)ppfnD IWTFRTnR 0 12S. or VD, StREW WA S.M. 1/4w VIN. WOOD EHtIO ALL W013D F§AMINb 1/1111--ENG;NEEREb SEPARATELY & TO BE ?EIVIEWEil, BLDG, OFFICIAL (1"9.) PA 1 �--2x WORD -m h- RUCK (TM) 4 e u) civ Oce - ,14- M�X, z SHIM SP.,N ge w C 11 Z. F4 �E 0 SCREWS �N'T'll Woup, �C� FASTENERS INfu c 10' PC To 12 SO 2 "'D N r APPRI CD �TID T . q S r � ��dNE A TNT. It_ I I/ PENET" JN7G WDOP C. 'RE 0 rE To L", R TABLES FOR 0 TITIES REW THE GAP E WTWEZN4�18, 1411,10,07f FRAN 8E Hj4ND BUCK 04 INSONRY IS WS THAN 1/13". MS N REqUI cri. ,�Tdr-K tTYP.) R 24 id" R V. all 2X WOCID, ALL L T W DOA BUCKS ENGINEERED $EOARATtLY P.T k.00b BUCk RpT BY LAWSON IND. BUCK ETYP) Q BE REVIEWED BY BLD(`i: 11FF'ICIAL (TYP.) MUST SUSTAIN I40139ED LOADS a Se HIMS ACE r# 12 S,M,S. or V.D. CR W W/ HEAVY CUTY:pkiTING. AIL STANDARD DUTY HI:CTINf.kAIL 1'.1 O CC (7 r6 1 1/4' MIN. W0D EW HE (SEE DEMIJ OhES$URE litm) (SEE DESGN PRESSUFE CABLES) ° 4 v �9 INTER}t)Et-. 36 E 7 � GLASS 72 8 1,3.. n. 26 "— - l________________J^ 29 Z2 {NIN. E BEO.j - 7 / Ir (LAIN. EMBED.} _ L_., _ _ __J _ 13 ITS AGPCON° AsoM Cy GrM1/' 3o --- T/'�AEDG ITA - p ; ._ -----'- I 1 - - -- - - IIISECE j o , Rw E y It�:{zTl('sY�if�ivitc'r..� iarstf`EXTERIPR E7�TERIt712 23 24 � 2S (e3 RIMI4(NG I vP .V.~.^i e `�•d e >},,-}.'- ,JC>�BY0TTYP A14GLAZING SEAL: Dr c� 0CE Of. C) .. ... .... , ... y INTERIOR -FRAME WIDTH v &j,!VR'AME WIDTH' . - ... - '�• W ANCFiEIRS ?O BE M12 SMS CR KU• SCREW$ INTO WOOD,.DR ALL WORD SUCKS 1/4 1ApCpNS or APPROVED CQNC FASTENERS INTO Cit , P.T. WOOD RUCK NOT BY L''iAiFSON irvb. 'ENGINEERED SEPARA7E�.Y WITH A MINJMUM dF 1 1/4 Pl1,EtRATIOM INTO WOOD OR 2X Wf]13i1. L' TO BE RNIEMWEp MU$F $[1ST!{(N IMiOSED Li]ADS CONC (REFER tO LOAD TABLFS Fq QUANTITIES REQUJREDJ v BUCK (TYP,) BLDG. tiffICIAL {TYP.•) vd" MAX i SHIM SPACE I , , • WH]:N Tk13, CAP BSTN= THE 9 iNDOJq FRAME- AND 'i•HE BUCK HEAVY DUTY MCETING AIL [�fTERI012 SITMDARD DUTY MEEI]NG.RAIL .:9.' .. °' OR 14 NO IS LESS THAN 1/B 9HjMS ARE NQT R$QUIRED. (SEE •'DfSfCN PRESSURE -U S} - (3 ?$SGN PRES9UQE tABlES} C'. / d•� o 0 12 S.M.S. or ADD. SCREW W/ 1 1/4' MIN. ?QOD EMBED D GLASS 12 2 ) F14" V ab i : MBE (MIN.I fill CM,BED.) TAPRON ,;= m EDGE DIStWdt 29 FIST EOGf -- - ----'- - ---- - - a• DICE ry �; EXTERIOR GRADE ' Ex1ERIQRp�1�a ! «444 i PERIMETER: CAULK [NG �2 24 21 a .d - la� BY OTHEP) " S (TYP. I'' '�'T "� Y' °F Tt rr ; . � r � � .•�-ems-- � G ; L' ibl •t.�.f.�r='..a. /� � 5 't1 � k�'<C' pI(p) SE{�LANTJ (` D �� x r ):I7C9 RHVIJ \..J ` D L-r .t... >.Y:, r,. asccDTip(Agw(IhYhoEJaliaa o' 1-I HnQdlj gCode INTERIQR FRAM S{4Q7H . _ _ A I ata, ' (LI pVERALL FRAME L(IDTM py ' pfL\C' S�zT A4IgNf aSaProdaet o leeed •K ��, . HS8500 FLANGE, WINDa '.;=: BII,L.GF MATRRIAI,S ITEM , FART P!WG. # REOU kichIPTIDN REMARKS 1 C 7503 U1+-127 1. jRE HEAD' 063-T6 A UMINUM 2 L 6501 1:1Ir135 1. FRAME SILL 5063-T5 61UMINUM ~, 3 C 8gO2 Ll -131 2,. F�At1E JAMB'_ 063-T6 ALUMINUM 4 L 7iO4 L1Ir129 2 x from FIXES MEETING RAIL DOS-T6 ALUMINUM ..._5 L=7508 01=124 2 is vent VENT„TOP./. BQTT0M RgIL ,6063-175 ALUMINUM.- 6 l -7 6 111026 .x vent vENT, INTERLOCK RAIL-FI•D.' 6005-T6 ALUMINUM , 7 L=7505 III-125 1 k vent VitT.INTERLOCK S_TD. DUTY 6005-15 ALUMINUM i B L=75D7 LiI-136 1 Ji vent VENT LATCH JAF1B ` 6005- 6 ALUMINUM _ 9 x LII-012 2 i vent \IEN7"EXTRUDED LOCK 6063-TS A UMINUM _ :TENT CAM Lli K R1E-CAST CAM:LOCIE :. 2. ii vent \%ENT PLAS,,tl LOCK SPRING LQADO 12 '. ■ Sl 4GEL Ai R-nOD Tbpi�Bott. Roil Weatherstrt . r X 280' rim StAL .. 13 p TRAFAB UW AS REGD Fit6, NAIL VEATHERSTRIF? dB7' i 250' SEAL• " 14 111ULTRAFAB AS kEOD VE T .LOCI;. \JEF#THERSTRIP 187' ;r 150' PILE A5' RE:OD DENT JAMB 4%EATHERSTCgt 3?e' DIA 1ULB 16 K M 2 WEEP. HOLE -COV+ER / FLAP. 1 1/2' wtde x_3/4 Ni weep' 2 SILL OPEN CELL FOAM PAD 1/2'x3/B x 1 3/4 LONG' I8 K x 2 _. S'il;UJAMB JOINT G1. ASKET 1L16' CLOSED, CELL FQAM., 19 L 763 HC-032 2 VENT ,ROLLER .ASSEMBLY' 2'X VENT BOTTOM RAIL = EO L-75$4 6 VfNT._FACE GU[OE 3 PER VENj,HOR RASL:. 21 "• a ,8 I'RAkASSEMBLY SCREV, If 8 X 5/¢ P.M.PHIL, 22 K 4 x vent I{ENT,ASSEMBLY SCREWS >i 6 x 1 PH.. PH1LLIf?5 . 23 K K 1 )1 RAIL E.fTG,. RAIL SCREW 61 HEA 1 k B X 1 P.N. pNELLIi?5 24 r r 1 X. RAIL kit b: RAIL SCREW C; SILL' " _ .A e X 2 R.H: taHILLIE?� . EIS p p SEE GI ART POOL. INSTALLIN SCREW. it)2 X 1 1/2' F,H PHI�$:MLS 26 K x SEE..CHART FRAME INSTALL'N SCREW 1F4' X 1 3/4• FH IAPCGN 27 M q 2 X. LOrK F`AM, LtICK A'TTCh NT: SCR�W q� X 7/8 I.H. / p0b 28 >M 1 x, vent .. ifttbT SCR8EN .. 29 L-Z515/16 AS REQ-T. LRI1 G BEAD ROLL FORMED ALUMI(4Ul 30 e y AS"RLO.1) t.Ll}SS" See Detoll 4 -slAeet d of 8 31 x q AS RCN'D GI;AZING SILICONE S"2 Detail' P, Sheet 4, o? 8 32 L-51gB t11=111 ix'anc.)or $ILL ANCHOR CL3R-�2'Ldng 6063-T6. ALUMINUM 33 ty K 5 . I RAAE,.SILL "INST N `SCREV j11e X L 3/ 1' F.H, / _I HI: $4 L-8503 LII=132 1. F RAl1]E. SILL .1/2 RISER ^ ' � 063-T6 ALVIINUM 35 K j7y 2t59-767 AS REWD trL40al' Swiggle Seal Black -1/4'. air spa-h 36 HC-OSB-1 2 VENT SV CEP LATCkj NoLDED NYLON - 91 1j1' N. Notes 1. BOTH E}1TMJDED AIVWWM 01) PLASTIC L1Fr 9ANDLE LOCKS ARE 140MVIED FOE: USE ON ALL WINDOI9$ , 2. BOTH DIE CAST ME'VAL AND 96ibED Pump C" LOCK: ARE QUALIFIED )OR SF$.LjN ALL KIHDO�YS . TWO $) LOCKS ARE PEQUIRED PEREAA,Cti YEVT. y�� .Za.QiaklL,,�.H. AND .5 — -�-.OpTiorq Ia$>rE1{' DeQ, escriptjgn --- ii iI FxT. Cy i 29 ! 31 Ea. S1 i Yiaun htr: 29) i .. gweuo altt tA,RlJOLITHIG GLASS SINGLE Gir1ZE }/2' �?HS At.L [N6ULATED GLASS ANNEEhh LEDs OR VEMPEREO.. 1/8", S/16. 09 1/4' IHICR s 1� 8 ANNEALED Qj2 TEMPERED LITE (SEE OESION B�tESSbRE TA90E5) + 1 4 - AIR SPACE " + t7g. ANNEAL♦;`) OR TEMPERED IITE 0% QESIGN PRESSURE TAKES) �lazin SdalenE •7dDee & opps _ 1) Sahriee=dForehead fi'731 as C , L Qq. 0 M M q In z a -c o o y z c c z C z ' w s a ~ f=• o "ate v M '^ p zs /y z DI a D E^ 6 o �tia m y N LL No a 6 I Id n0 ,n Ow ,f.OX 8600 N'o0 lim pact Horizonta Slid in g•t n ow I O OrO ( r 118'Tem pored F14n90 din iiie Teet 0H�.T1-oQ-p188 th,p;C)-2100,118e Tom pe}dd Nonpo Framq. TAIL 9. 9T ANDARD,EILL. wl HEAVY DUTY MITE TING 'A 143 HI-R.19 .91L 1. D p(•1 Ano old., Idth l "sf :HYea a am E-h Jemfi fin l i .psP .'st xogq a and e°on Jof ti( 37 ..' .63 .. 60.0 -92.7- •1 •-E. 3, 'ZU.O :` 37 bu " 611, Y3,3 73.3 1 700:0-•. 2 7,... :3 ,; -1 4 ._ 2 - 3 53,1 5 63 . 80 0 ' 69 8 4 1. 3 53.125 8J' 69.8. 9.8.., . ,.4 3 63 50 0 58 0 b 3 " 74 88 So 4. 08.0 .'s 3 ' 2 .24 60 O'100 0 T 2 -" 24 24' 73.3 1 D.0 .2 2 .24 60 0 "100 P 2 ... .- 311 24- 3.3 1 0.0 :2 24 60 0 11,100.01 . J 48 24` 3.� 140.0 .3 ". 2 24 60 0- 100 (I 1 -��i.. ;' g0 , 24 - 3 3.. 1 0.0 .3 2 7.• .24 60.0 `100 0 - - 4 .. 2 " 72 . 24' 73A 100,0 :.4 _ 2 -_ 24 1 36 600 1000 i. - 24 3 79.3 100.0 �2 2 38 38 g 00 -.. 100 2." 36 38` '3.3 10010, .3 - 2 ' 48 38 -- 80 0 100 . 3 -.40 -- 36: 73.3 100,0 3 2 ' 36 60.0 - 'f00 - < " 60 H 10D 0 4 2 72 38 .. 80.0 100. 5 4. 72 3 14 A 5 _ _ 2 ' 24 8 .. 60.0 "- 100. 2 :`24 4 A73.3 1 0- .2 �. 2 •_ ae AS 60.0,-,;100 q • 3 .. „ .2 36 d 1 0,0 .. .3 2 8 60 0 - 100 4 . 3 - 48 4 - 10 ,0 .4 .. 3 " 80 48 .: - 600 - 831 5 .-3. - -: 6O 4 73.3 8.3.1 5 3 s 72 48 800 - 05 4 8 .3. ' 72 73:3 BB.4 0 .. 3 ' 60.0 1000 2 .2. '24 _4P .80 73. 11d0:0-. Z 2 38 g0 - mo 100.0 7_4 ., 3. '-35 - eQ' ' -73.3 . 1 o .0.. 4 8 ....I BO .. 60.0 60.068.3.. - 80,0 4 .4 3 ..3.8n - 48 '> 80 8n' 73.3 - PR.M 8 .. a - 4. M 3 - .- f� EXT. I 3t 2 j 21 i a.n.s nit bPNOLITHIG MASS,- SINGLE GIAik AHNEALBD'OR 7 ERFD. 1/8'. 3/16' 06 /4" THICK cm cEs= kaidu unto 9j=NO DETAYt..k DESCRIPTION Ngte: I. 1}IINDUw witithe 8t HEIGHTS ARE THE OVERALL EXTERIOR FRAME DIMENSIONS. Cj�,J / MAX. Q a C o i� W. GOADC S11(M SPACE CAULK m O C04 n it a d_ .. a x. ::. oo a Z .�k, 1 314'.• MIN. -0 - 146EDMI=NT" ' : d:' 4•• c d • d 4 a M A 1 STANCE U F AbIQNML SILL INST,ALL�°DQ�, A4TAIL Z 14 a ANCH0d2f$_J COTE: l%y�J c ` •� ANCHORe. ttl BE tilt SMS OR Wl SCREWS INTO WOOD, OR 1/4 TAACC7NS Or APPROVED CONC, FASTENERS INTO CONC.{ .Ip WITH A MININUM OF I I/4?-PENE1RATj13N INTP VOOD OR Fes, CONC. (REFER TO LOAD TABLES FOR'OUANTITIE$ REOUIRED1i jI} 46 • wHEN TnE CAP BETIilEEN THE WINDOW FRAME AND THE BUCK ' OR MASONItY 1S LESS THAN $/0", SHI)IS ARE NOT RE,QUI.RED. •• FACE CAULK BY DTf.IERS CTYP,? E:XT. GRADE BACK HERDING '' S 70 BE APPLIED };EHIND g� WINDO'I, FLANGE BY INSTALLER ITYpp 6 PR)UAUCI',RHWISBD ' � ag eovlplying with lho �lUtltfB q Auildin Pile o AcctpW{co NO Q' > WlVpq / FRAME FLANGE a ' EXT. GRADE PERIMETER p4yoD?@ allay©p ' D CAULKING � NOT BY ��, 3 .••• •LAWSUN'INDUSTRIES'... ' .. ........ . TO BE 'APPLIED BY PT!'1FRS tN0 y.• LO STUCCO} OR EXTERIOR FINISH O. w BY OTHERS CTYP.) 1�1•. pit. ' I. WINDOW IMS"WLAAT_IPM DETAIL. ' a 0 1 1 n m•.act r13vn"I IN"Il - � 7esf850o TeglUFR4429 �f4"dnrlUallNlFlan rga(XOX)#m w.,ca 74.76 : - 58 . . ouu .. SOLO - : 70.3'-` a 6 4' 2 0-AUD 74 , W 58 I rA3 ..743.... 90.3 70.3 ! :5 *1 e- -. 2 .2'' 1 '53125 74 59•. -1 5B, 60.0 - me 79A'.1 b 5 5 .:;4 . - 2.. 1 57.2 572- 7 2 106376... - 58 -., 57.2. 17.2 7•:. 2' 106.3 58 4fi5 46b - 6 ' 2 58. ..555- 55.5 8 2 - 111 :. 58,.566. S55 '8 .2-.1 1 58 449 0 6 2 6 63 "6Q0 82.1 6 2' 53,12a. 63 . 73.9 112.1 `-;B 2 .123 63.:.. -:600 720 5 - ,74, (a9. .: BOLO ffiS. ,8 2 74 ,.628 825 .6 2-' 74.. B3 432 '492 "5 2 12 375" 63.. .1 62.1 - -"7 2 : 104.375.:,:. 63 -52 . 62.1 7. 2 lori376 63. ._.429 429. - 6 .119 63 51.1 " 51.1 . 8 2° • 111 .. (33 . 51.. 61.1 - -2 :111 63. - 41.3 '4 3 - 6 2• - 72. = 24: : 80.0 10QC - 4 .. 2': 72 .. 24 .:73<3. 00.0 .. 2 72 24 ..... Sao 1040 . 4 . 2 Z4:. . 6'00 MO. 6 2' . 84 -.. 24 , 73.3. OD.D 5 :. .2 : 84 24, :.:.. BQO B6 24 . 600 10OL 6 2 98 24 733 '. 100A 8 2 98 80.D 3 5 ' 2 - 408 - 24 - 690 i00,0 .' 6 2 :- 103 . • 24 ..73.3. 10DA 6 2 "WB 24 SOLO ,� 90b - 8 ' 2 120 24 . 600 104U • 7 2 120 -'+4 ..T33. - iODA 7 2 24 -. 840 €: 893 - - 6 `2 72- - 38 : A 1040 .8 2 ' 72 :::36 .73.3, 100.0 a �, . 2 •-.72 38 840 5 ' 2', :81.-: 38 : 6Q .:0 94.4 -'6 2.' 84 .-36 .-,73.3. -D 4 e 2' .84 38. ,. SOLO D 5 '2. >3; ..... 98 .. 0 67A •...7 -2' 98 -. - 38 :733 ...870 g.,. 2 38 ,.- SOLO ,.'7.2. 6 "2. 10 190 �' ' 9 n 78.8' A95•... 7 .. 7 2 - - 7" 109 S 1'X1 .:.. 36 ':A . 73.3 Rac - 788 rta4 7 - Y. 2' •f .... OB- nn 30 ne .._SQO rnn -: ffi0 ' mn 6 ., .- '2.. ... BMW c 0 omn mpaHe worl aow l b h0 . Tstb FR 4487 '111B'.Anheeled.F.le N'Arre(XOX)... l HE4WDU..1N TIN3 R19).&. SESILL .YN p1. Heigh !) OP •' ' '. :P.nchcda =MBUI : . Eamu... y. 28 ..r'd.3 1 0 3 273.3 -25 .3- 816� .3 79If :. 6 28375 :3 - 1d10A .4 2 [53.P: Q375 :3 . 80A _ . 5 .. F a -BiA 61.8, -1 � 24.5 .7 58:7 -62 %M5 .739 6e.5... 6 20.&S 55.7 65.7 - 5 2 1C8. 75..60.625 "62% 523 .. 6 - 2 i1 "..'60•626 3 5D.3.. 5 2 . 53.1 50 3 - 79.4, .. 5 2 , . ' 7 58 54.3 :, -a 2 71 58 ,9 44.9. • .. 0 .. 2.' '63.125 63 ..72.D 72 ]- 6 2 ' ' 74• 63 2 49.2,.. 5 2 •. 408 6 63 .42.9-. AMA 1 2.•: - 72: '24 73.3 100. 51.` .7A 73Z 100. 0' 2' 96' 24 73.3 95.3 6, 2 .-. - 1 24 :733 9D .-. 2.. .. 12 24 73 65.3-.., 6: 2'. 72 ' 33 -33:3 91 r.. 2 ... 8V 36. :733 ffi9 2 . - .. 98 30 .'.739 74", - 8 2' ,. 104 - .35 6ZO. 62.0 2':: . 1 3B .:63,3 5" .. 6- - 2 . T2 .. 4a '71.3 71-'-. 2,. 84' - - 48 65.6-. 68.E.' 2 . ' 98: 48 2 ' -1 50:e, . ,... 0 2 .. ,A8.3-.. 45.3, 2" 40.,,. 2 ? ri I 31 ' w m [ y is a; ve• 'sleeaa nre rp �i a � � O � v r m y p °cA Cra y WN04�7FM CLASS SIN16WE OtAU '7�1NEALED OR IEUPERED D) iD C4. C7 i§ " I�6 , 3/16- OR -1/4", THICK (SEE 012I614 PaE350Rif TAIUS) J Z O W Z } y )Ty ty INS 17ETA[L• do [7R C�prjgp] x ° m t7 4i P Note; o 1. W114DQW,WIDTHS.@4 EIE')OHTS A E,THE OVERAGE. EXTERIOR bIN1ENSIOA. F;A)4p ca�a� U g N M�`s�ll N 8 .. N -it 2 '. {'ADDUCT' 9EVIOD �...... ._ 2 lip, i , na carW+17(in8iv6U1DmKiGi �%B -2 I10i1dihpCa�e Q•� 2 73rPetiP�J r0 1i6 0 mp,i �,,,_ -.8 2 120 �...-30 $3.3 : ffit. "6-'. 2 120 38 a63 : 35.3 - 4 :. 120 Y- 72 41: 58.9 '4. , ., 2 72 48 2 38 3 2 ... 48 .:8 382' . 3" 2 --64 48 - .4 . 35A_: 3 45 OSA. 35.4' 98 48 , •3.7 '.. 2- .c...4' . 33. 4 48 2 8- 48 ;.. 20.8 . 30.8 4.108 ... 48 30.8 �. 2 . O 48 : i : 27A . 27A 4 '- 2 '.120 -'- 48 . _4 -' S B4 - f£. 48 62.8 2 '. 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D 4'. 2 126 . 36375 .-73.3 00.0: 4 2 OJ S zt G 2 : 38375. 66A 66.9 -E 2 74 38.375 8Q0._ 1 - 52 74 33375- .- 3 .A'i1 2 �• v e W ' 5 2 - 5QG26. 73.3 80.9 5 '2 266 ffi5 840 .1 0 2 I 5Qf123 3 1DOD. - - 2 2 - z G 6 2 -5QG26, 73.3 73D 8 "2 60.Ei26 84U .SOElO 3 2 7 60.825 .3 100.0 o $ 0 _ 6 2...5Q625; 632 532 ` 2 K7.125 .826.. 84 3 4 t 3 M125: . 6Q825 ..7:3 3 . 4 3 1/4 OVERALL INSULATED MASS D c Z C k�l, -" 6 2 5Q625: 60.8 508 `2 . 74 ED. - 6QO, _7 7 5 3 74 E4S .7 7 - :3 N w >C Z. nsCL ti g 5 2 53 68.1 68.1 ': - 6 . 2 285 LB 640 1D00 3 2. 28 58 73.3 1030, 1gNSIRT aF: 6 2 . 6B 62.7 62.78 2 - 37 ..68,-. BQD-.. .._%s 4 3 37 66 713 6.3 1/a AMHSAfl.D OA S$YPBRSd L!}a z +1/a Alx SPACE2 48:1 48.1 8 „253.125 8Q .C6A . 4 2 8i. S 6B �.0 010 : . 2 ' - 1/a' ANtJG1tDCg tEliPc8E0 LIDS2 - 493 443 " G . 2 74 .58.E 8QC 6QB "5 3 74 - E8 _6Cb .EOb 5 3 (sic (:OSRESPOxtC OESION 6A&°.SURE CNARTO0 2 63. 682 - 81E ' 2 .286 H3.-. 64C. .1 0 3 2 37 . 63 ."73.3 89A r 3 2 �e ZIG-.ETAIL &, DSCREhTION2 .. 0.11 682 SB2 6 ' "2 .37 :.63." 8Q . &94 3 ". '+.3 � 37 K7 _ 73.3 89.4 r 9� G '8 2 , 63 42.8 42.8 2 E3d2557 .-570 4 ' . 2 53:125 63 .57.0 .0.. 2" G 263 40.9 .. 40.9 '2 .74 6i 540 - 54.0 6 -3 74 03 .0 54.0 . .3 Ngte,4 2 2473.3 100,0 4 '2 .24 BQQ. 000 2 2 24 73.3 100.0.: 2 2"` 52 24 73:a 100.0 6 2 35 BQ 10Q0 2 '2 96 24 73.3 '1 O: 2 2 1. WINDOW WIDTHS •& HEIGHTS ~ ' q 4As2 u 733 sl.s 2 to 6aQ . 10 0 3 2 49 . . za 73.3 170.0. s 2 An THE OVERALL BXTER)OR5 2 24 :733 78.E 2 60 24. BOA. ao 3 2 24 73.3 .100.0, 2 ,FRAME 1i1MENSIONS; '%*/ Qra t)5 2 2A .. 70.0 70.0 9 ' 2 72 N 6Q010Q0 4 2 72.E448 : 73.3 1D0.0 : 2 - 06- 2 38 73.3 100.0 6 " 2 . 24 600. O 2 2 21. 73.3 '1400: 2 38. . , 73:3 92A • 82 . 3G 840 . 0 - 3' 2 8873.3 1 .06 2 36 73.3 812 '-6 2 48 :38.. 84O 0 :,'2 A3 73.3 10D0. :28 2 10836 72A 72.0 8 . 2 Eq • 38 6Q0 1 Q 2 ' "60.733 100.0. • 2 4" G ` - 2 120 38 63.E - - 63JB B ' 2 i2 . 28.- GOO. 0 5 2 72 - 3 . 'l000... $ 2 DO 8 2. 48 73.3 81.E ' 2 24 � 49. 640.. 100o 2 2 24. 733 000.. 2 2 77 Et 2. 48. 71,5 - 71.5 - 2 33 .49 GOO.: 1000 3 .2 63 733 GA.O.. 3 2G. '2 9B 48 .: 622 622 6 ' 2 . 79 •48 6Q0.- %833 4 2 4B *73.33 ._2 "6- 2 108 48 55.1 - 551 `. 0 2 EO -.-.. BQD , 85.74 3 Eb -3 -6 2 120 .. - 48 . . 49.4 - 49A '2 d i : 48BQO _ .77.3 6 37Z... 48 .. - 8 .36 2 72 . 60 . 61.0 61A214 •00. 6Q0 .1040 2.: "' 2 £O ...'r6 2. - BD. 55.4 $.4 '"' B 2 £6 .1D ® £6.9 4 3 fD 9..49.E 8 " 2 48 . ED6D f33A 3 ` 2 48. GO 92 .6 2 186D 44:2 442 .-. G `2 00 . - 60.. .63 . 4 ... 3.. 60 4_ . 1 •C2.4 0- 1 7 .0 t 0 2 I 1P0 1 24 1. 70,0.. 70.0 5 - 60.0' 8A- 5 2 72:. .3B :. 73.3' 89_4 .'..5. P1;01211CPREVIS1i01`.1�r�, .�r, % Cl O 0.0 .8 -2 84.. 36 73.3 65_7...6 BQ0" 812 6 • '2 36 73.3.' 81.2 8: '" Ou d) a 01llle l7l0[�� NN.3: to ' 60.0- A e - ' 2 . 100 � .0 - - 72.0 6 A'cupWioa No 9 ' U 60.0 .8 8 2 129, 38 me -63.6 ...6' G' ire1io11lkite S6.9 :9 4 - 2 72. 48 589 • 526 52.6 5 " 2 84. . 48 52.8 52.6 b Ay,' , y •a a�aa •50.3 3 5 2 98. 48 60.3 -50.3 5 Evjjat drt l'IodUcC .7 48.7 6 2 10 48 . 48.7 48.7 73 47.3 - 6 2 12 . 48 . 47.3 L47.3 " 8 3 V Its%, a Nmueato Ne94(MaYOCp� •Praalap Ltrrao4 o4nepawe lWpK. , 1 FRAME;HEAD L-7503 VENT INTERLOCK RAIL (Heavy Duty) L-7608 GLAZING BEAD L-7516 3 3 1.875 Lies082 E60Rl 12S., 1.938 009 21!o� y O ao v,Q m o N p a o a W W y OB7 ; . U. iy" 500 .600 i \ �'\ �.• g �•` .•�, Q 2 Ln d Z FIXED MEETING RAIL L-7504 VENT INTERLOCK RAIL (Standard Duty) 1:-7555 _ FRAME SILL RISER AD'APTEli L=85g3 ' \tip p I ry1 -� 050 VENT fMTTC-M CORNER yVy E' '. 2.24� .08 • .062 1 938 .50o : .872 FRAME BOTTOM CORNER. v a. 164 a 'C>a Q a oq a 642 , 500 e x. FgAME 8e SASH CORNER RETAILS i y VENT JAMB RAIL L-1507 FRAME SILL L-8501 FRAME BELL ANCHOR CLIP I:-6108 , gEE. RULUON<aPp�OVALS FOR • i ULUON TYPE, 8I E A14D MAX. t DESIGN PRESSURE LIMITATIONS.' w . q 12 X 3/4' HILL FLAT -MEAD. PH1LL)PS. w - $ 2.375 2.062 CSELEVATION AND INTERIOR - DP' AB `FS FOR QUANTITY - 1/4' MAX. AN]} FA, TENER SPACING) SHIM, B•a 9 � _ 062 OBE3 Q 0 :71i4 A 4 ��// /� IN7ERIQR 5Ef?ELSE•S,.�FOR SPACNGL. ry its r .. ..�IAND0�1 �,' FRAME d 0'4 3o E. ti 728 1.875 p r J WIf DOW FRAME - E 8 ��A1 .5 y FRAME JAMB L-6509 VENT TOP / BOTTOM RA[L L-7508 10 agB$0 BI2 EXTE OR PERIMETER EXTER OR SEALANT 1 e��0}0 'A s..E••.......ta3elj/�°v ' 1.875 :-, - 2.QLI11 E),TERIOR GRADE PERIMETER CAq� KING NOTETHE LONER PRESSURES OF SINGGLE HUNG WINDOW OR MULL SHALL COVER L I. ALL STEEL IN CONTAGT WITH ODUCTREVISED ,gnpLylnBwithdwFlOdda . W ra • 082 1.000 ALUM. TO BE PAINTED OR PLATED.] 3mLdingCpde a $f N - 2. METAL STWCTURES: (STEEL OR ALUM. -1/8" MIN. THICK) - A) STEEL : Fy =. 36 kSI MIN. B) ALUMINUM : 6063-75 MIN, Aaoptanad ldo1 ;opj By iD p q .BB7' Mlwn fd6 !Cl 4e I MULLION & METAL- STRUCTURE ATTACHMENT DETAIL• T .` 1 51 4 1.9 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 24 GA MODELS 25 GA CLOPAY 84A, 94 73, 75 98 CLOPAY 'GALLERY' GD5S, GR5S IDEAL 4RST I 6RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48H 142, 42B -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL FLUSH SHORT PANEL D r� A 2 C 7 fl■ on L SHELT- 1 OF 4 REV. N0. ZONE: DATE: OPTIONAL GLAZING MAY BE STANDARD OR IMPACT' RESISTANT GLAZING. SEE SECTION B-B ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) 001mommimillml molm ml MMY�IrI_ �r��r,ENr_ hMMI��1L�1�1��16MI aa— �1�/�-/-1�/ems -aa MImh��rwI�r�I Wit IW11k� aa-1�1�1�-I►�lo/�'�aa tt�— = 115I 11111MI1111aI11111�111�11111�11'il��■ yt�e�yr��—y:��yt��ty�� J'1 r - r I'I JIL_""—JIL"JILT r M- r__, r 111 r - r T'�;■ DOOR HEIGHT # OF SECTIONS UP TO 710' 4 713' TO 8'9' 5 9'0' TO 10'6' 6 10'9' TO 12'3' 7 12'6' TO 14'0' 8 14'3• TO 15'9' 9 16'0, 10 MAX SECTION HEIGHT- 21' DESIGN ENGINEER, MARK WESTMFIELD, P.E 0 D .E�495 C P.E. .E 4 VIEW 'B' (SEE SHEET THREE). VIEW 'C" (SEE SHEET THREE). 16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. TWO POINT LOCKING INTO TRACK. I REVISIONS ): DESCRIPTION ADDED FBC 2612 REFERENCE. ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BIN) AND URETHANE ADHESIVE (ALONG CENTER). �\ /— GLAZING SHOWN IN TOP SECTION. Elm NJ1�lml01mlmlml0j�-- —u —y^. e�1�►�1�1ee-1e■- aa— :— �yR�t�Isi�ta I Ir,� L-I ��-� 1-I IREMO rM 1 - �1mI�Y. �I I■-1 1-1 I-1 I� —aa �1�I�►�a�l� a1— M1�I _��_I��9�I�16-MIS ►M �1r�l�lnlMEJ ra_y►��yt��,�yr��-�yr��yr�� -ttyy ytt•- �� III�IIIII�IIIII�IIIII�IIIllell ��7 G�� '�'P qIp qIp q'Ir q'Ir q'Ir q'�� L LHR TOP KET. USED AS INNER - �- A OPTIONAL OUTSIDE KEYED LOCK POSITION BOTTOM BRAC MAX. DOOR WIDTH = 18'-2' (1) 3-IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WITH 3' TRACK. SNAP LATCH ENGAGES OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. ONE SNAP LATCH ON SLIDE BOLT LOCK EACH SIDE OF DOOR. END ENGAGES INTO STILE. VERTICAL TRACK. ONE LOCK ON EACH SIDE OF OUTSIDE END DOOR. KEYED HANDLE INSIDE SLIDE BOLT INSIDE HANDLE LOCK OPTION, OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION. THIS DOOR MEETS OR IXCEEDS THE DESIGN LOADS FOR THE ULTIMATE HIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (&ISED ON ASCE7-101 FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESIING IN ACCORDANCE WITH ANSI/DASMA 108. SITE -SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER. UL'TIHATE WAID SPEED (MPH) 155 160 170 160 195 EXPOSURE CATEGORY B, C, D B, C, D B, C B. C B KEAN RDDF HEIGHT 25' is, 25' 15, 30' TOLERANCES.. = V1O '8y .0 = t.031 Dift ft&* .ao = t.015 DESCRIPTION: 2' 000 = t.005 .Dow f.001 DRAWN BY: SH Deg -a : f1/7 CHECKED BY: SH Stated Mlw DU sw IN NccHm DWG. NO.: 104761 01 ORIDA I PFIODU 0 END STILE. OUTSIDE B HANDLE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. PAN-2F143 PARE NO.: N/A A Duke Beulism WD0ILDAD RATING ;51 n W6 DP36 PAN DOORS 18'Y (SEE TABLE FOR MODELS) )ATE: 11/ 1 DWG.n )ATE: 11/8/12 1 SHEET 1 OF 4 ISIZE VER: IBC APPF�OO VAL 16107 C C An 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 24 GA CLOPAY 84A, 94 73, 75 98 IDEAL 4RST I 6RST 4F HOLMES 48, 48H 142, 42B — SHORT PANEL FLUSH 1 3 'CARRIAGE HOUSE' RAISED PANEL EMBOSS IIDDR MODELS 25 GA CLOPAY 'GALLERY' GDSS, GR5S HOLMES 'ARTISTRY' AR5S IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL SOLID DOORS NO GLAZING OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT -RESIST OPTIO INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. SECTION B-B (IMPACT -RESISTANT GLAZING OPTION) DETAIL 'D' MULTIPURPOSE HIGH BOND TAPE (6ETWEEN FRAME AND FACADE). -DECORATIVE FRONT FACADE STRUCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME). IMPACT RESISTANT - ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOLDED FRLEXAN (10) #6 x 3/4' PAN HEAD MACHINE SCREWS. FRAME @ GLAZING. IMPACT -RESISTANT ASSEMBLY DETAILS �l DRAWING 104761-A 0 ENGINEERI 2 SHEET 2OF4 REVISIONS r. SEE REVISION ON SHEET ONE 791 OPTIONAL DSB OR 1/8' ACYRLIC UTES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOUfE OPNX OR LUCTTE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDSDRNE DEBRIS REGIONS (REF. CHARIER 16 FBC/IBC). SECTION B-B (NON -IMPACT RESISTANT GLAZING OPTION) N FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN I MPACT -RESISTANT FRAM E. An Lee MOLDED INSIDE LTTE RETAINER. #8x3/4' PAN HEAD SCREW (10 SCREWS PER UTE). 0 STANDARD ASSEMBLY DETAILS DRAWING 104761-B PAN-2F143 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. TEST LOADS: S.F. & - 3. P.S.F. ^ PART NO.: N/A Union Stated Otherwise TOLERANCES an .0 t.031 _ n 8585 Duke Boukrm _ {/'B sy TMdNa b17�4800 "L Fax No. 513-770-*% VHJDLGAD RATING W 6 D P 3 6 „ DESCRIPTION: 2' STEEL PAN DOORS 18'Y (SEE TABLE FOR MODELS) 00 = d:.015 000 f.005 0000 - f.0o1 DRAWN BY: SH DATE: 11/6/12 SCALE: NTS DWG. R CHECKED BY: SH I DATE: 11/8/12 1 SHEET 2 OF 4 SIZE L Da9reae - d:t/2' Stated otf oea slo `iNmcHm DWG. NO.: 104761-A/B VER: IBC 4 I 3 ? 2 FLORRIMA PRODUCT MCAT APPROVAL 16107 C w 4 1 3 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET - 3 OF 4 MODELS 24 GA 25 GA 24 GA MODELS 25 GA CLOPAY A, 94 73, 75 98 CLOPAY 'GALLERY' GD5S, GR5S IDEAL RST �48, 6RST 4F HOLMES 'ARTISTRY' AR5S HDLMES 48H 42, 42B IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL FLUSH SHORT PANEL HOR¢GNrAL CTOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) �, HE LOAD FROMDOOR IS TRANSFERRED TOE TRACK AND THEN FROM TRACK TO TM 2x8 VERTICAL (GRADE 42 ORE NO LOAD FROM THE DOORIS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF a342 LB & -378 LB. PER LINEAR f FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FASTENER FLUSH MOUNTING SURFACE TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS HID: USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. 2x8 VERTICAL JAMB 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO RF URFO FOR ATTACHYIM OF TRACK ANRIF TO 9eR VFRIICN JANRC OR RUPPORONO RiRUCTURFI BUILDING TYPE FASTENER TYPE MAXIMUM - ON -CENTER DISTANCE FASTENERS• STEEL WASHERS REQUIRED? BLOCK WALL Ix x I-lx MIN, EMBED TAPCON CONCRETE ANCHOR 11 O.D. 3000 PSI MIN. CONCRETE 1 4 x 1 MIN. EMBED TAPOON CONCRETE ANCHOR 7-1 4 1 O.D. 2GOO PSI MIN, CONCREIE_ 3 8 x 1-3 4 MIN. EMBED Wf I-R ANKR 'f1IE SLEEVE ANCHOR 14-3 INCLUDED 4000 PSI MIN- OONCR 0 FRAME (SYP 0-55 SOI 1/2' x 3' LAG SCREW (ASIM A307, GRADE A3 1-5/e EMBED INTO STRUCTURE J5_a� 1 O.D. • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2", EXCLUDING STUCCO THICKNESS. DESIGN ENGINEER, MARK WESTERFIELD. P.E 4 2 1 1 REVISIONS T. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION 02 — — — — SEE REVISION HISTORY ON SHEET ONE. —I J— 2' THICK 25 GA. (0.019" MIN. THICK) (2) 12 GA. GALV. STEEL TOP ROLLER DDS STEEL EXTERIOR SKIN BRACKETS (2-1/2" x 5-3/8). EACH WITH G-40 GALVANIZING, BRACKETATTACHED W/(4) #14x5/8' SHEET BAKED —ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED BAKED —ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4'x1/2' BOLTS TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. SIDES OF STEEL SKIN. SHIP LAP JOINTS 1 14 GA. MIN. GALV. ROLLER HINGE, EACH HINGE FASTENED TO END STILES W/(4) $14x5/8' SHEET METAL AND (2) 1/4'x3/4' SELF TAPPING SCREWS. SEE VIEW 'B'. _u 4-L�4• ONE 4' T-STRUT PER SECTION. (SEE VIEW -"D') EACH T-STRUT ATTACHED AT EACH LOCATION WITH (2) 1/4'0/4' SELF 4" TALL TAPER STRUT.HINGE 0.062" MIN. GALV. STEEL, TAPPING SCREWS. 80 KSL MIN. #14x5/8" SHEET METAL SCREWS 0 0 0 0 0 1/4'x3/4' SELF TAPPING SCREWS. 14 G]�END HING6HINGE 18 GA, (MIN�INTERMEDIATE HINGEHINGE VIEW "B• MEW "C 3 '--12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) up C PAN-2F143 DESIGN LOADS: +35.0 P.S.F. & -42.0 P.S.F. TEST LOADS: +5 .0P.S.F.& -63 0P.S.F.^ PART NO.: N/A TOLERANCES m. .0 = t.031 =CIO 8Y T Rift FED, Na 513-770-M WINDLOAD RATING W 6 D P 3 6 /1 DESCRIPTION: 2' STEEL PAN DOORS 18'2' (SEE TABLE FOR MODELS) .00 t.015 .000 1.005 Deg- = ttjz BY- CHECKED BY-WN SH DATE: 11/8/12 SHEET OF 4 SZE DIYEMWUSS AREdbd hI INN NCHES, DWG. NO.: 104761-A/B VER: IBC 2FL0o FMA PRODUCT APPROWAL� 16107 4 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 24 GA CLOPAY 84A, 94 73, 75 98 IDEAL 4RST 6RST 4F HOLMES 48, 48B 42, 42B SHORT PANEL FLUSH D NOTE.- TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. 2' TRACK CONFIGURATION DOORS UP TO 800 LBS. _ 1 N I 1 0 x t7 A i DESIGN ENGINEERI MARK WESTERFIELD. P.E. 4 1 3 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DODRS MODELS 25 GA CLOPAY 'GALLERY' GD5S, GRSS HOLMES 'ARTISTRY' AR5S DOOR COUNTERBALANCE SYSTEM 2 1 1 -TT' REVISIONS 4 OF 4 REV. NO. ZONE: DATE: ECN N0. APPVD: I DESCRIPTION 02 — — — — I SEE REVISION HISTORY ON SHEET ONE SHORT PANEL HORIZONTAL. TRACK .SUPPORT BY DOOR INSTALLER (TO SUIT'). •'Uj yIAMB CONFIGURATION DOOR DOORS UP TO 800 LBS. 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO HEIGHT - 1' DOOR OVERLAP (EACH SIDE) JAMB WITH (3) 5/18' X 1-5o8' LAG SCREWS AND TO TRACK WITH (2) 1/4 RIVETS. _ 2x8 SYP WOOD JAMB. SEE 'JAMB PREPARATION NOTE'. ROD: SPACING NTE I O.C. -_ _ 2-1/2' X 12 GA GALV. STE7L TRACK, 0.083'. ISTEEL_pTRACK BRACKETS F2' WOOD JAMBS WITH 5/8''TRACKTHICKNESS: 'ON LAG SCREWS NOT TO -CENTER. MIN. SCREWS REQUIRED.2' GALV. STEEL TRACK FA TYP. 2-1/2' X 12 GA GALV. - 12 GA GALV STEEL TRACK .BRACKETS WITH EITHER 1{4' DD4 OR STEEL TRACK BRACKETS, - (2) RIVETS ATTACHED TO JAMB WITH (1) 5/16' X 1-5/8' LAG SCREW PER - - (1) 1/4' X 5/8 BOLT & NUT PER TRACK BRACKET. TRACK BRACKET. 15 -0 172 MM' TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION WIND LOAD RATING OF THIS DOOR. DOORS 800 LBS AND OVER. CENTER HANG REQUIRED FOR _ , —DOORS OVER 8' HIGH. 1' DOOR OVERLAP (EACH SIDE) 3' GALV. TAPERED STEEL TRACK AND ANGLE TRACK SEE 2x8 SYP WOOD JAMB. TV* 'JAMB PREPARATION NOTE'. THICKNESS: 0.101'. ANGLE THICKNESS: 0.080'. HORIZONTAL TRACK MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'. SUPPORT BY DOOR �,_VERTCAL/HORIZONTAL TRACK 14' MAXIMUM SPACING INSTALLER (TO SUED' 3-1/4' x 2-7/8' MIN. x 0.060' TAPERER JUNCTION. TWO 1/4' BOLTS & NUTS FOR EACH TRACK. FROM LAST MOUNTING SLOT TO TRACK JUNCTION ANGLE SEE LAG BOLT MOUNTING BELOW. ADDITIONAL MOUNTING SLOTS SPACED AT 12' CENTERS Lo] -STOP MOULDING BY DOOR INSTALLER (TO SUIT). r16 GA EEL GALV. STEND STILE. L 18 G.A. GALV. STEEL DOUBLE END STILE. 20 GA MIN. GALV. STEEL INIERM. SOLE 1B GA. GAIN. STEEL INTER HINGE FASTENED TO CENTER STILE W/(4) EACH f14x5/8' 1 SHEET MET SCREWS. `7/18' I.D. ROUND PUSH NUT FASTENER �14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8' SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE C 2' DLA. 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. LHR BRACKET (2-1/2' x 5-3/4' x 12GA) ATTACHED WTH [2) 1/4' x 3/4' SELF TAPPING SCREWS. NOTE T LHR BRACKETS ARE ALSO USED WITH 'DOUBLE END STILE' AS SHOWN IN ZONE B-3 SHEET 1. DOUBLE 'TRACK LAW HEADROOM OPTION (ANAL FOR BOTH 2' AND 3' TRACK) UBLE HORIZONTAL TRACK. If DOOR INSTALLER (TO SUIT). p m END STILE. o . STEEL DOUBLE END STLF. L MIN. GALV. STEEL INRERM. STILE. 18 GA. GAILY. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH #14x5/8' UNO SHEET METAL SCREWS. �EWS 12' ON CENTER 48. 0.101' THICK 3' GALV. STEEL TRACK FASTENED L14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END TO TAPERED ANGLLEEDWTHG E TRACK4'x5/8'8' BOOLLT & ANTO D (2(2) 1/4' SELF TAPPIEACH NG•SCREWS PER ENDSHEET METAL HINGE NUT AT EACH MOUNTING SLOT. 3 DUl B-1/2' LONG STEM BALL BEARING STEEL ROLLER 34•PIE W TRACK BOLT MID NUT AT EACH OUNTING SLOT LOCATION. !91ff LP ff`jSrV�^°1 SECTION C-C _ PREPARATION OF JAMBS FiY OTHERS. DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. Doan VERTICAL TEST LOADS: 5 .0 S.F.& -63.0 P.S.F DnleaaStaw Mr.. Clo ay 22' DOOR CK LENGTH TOLERANCES en 10' ONE 5/16' x 1-5/8' LAG SCREW SPACED AT THE SAME .00 f.015 DESCRIPTION-. O.E. .000 - 1.005 DESCRIPTION: 2' DISTANCES AS THE TRACK BOLTS E 3-1 2', 10', 22', 34', 46', ETC.). ADDITONAL LAG SCREWS LOCATED AT 16', 28', & .0000 — f.001 DRAWN BY: SH 3-1/2' s ; 40' FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degreee = f 1/2' CHECKED BY: SH 7 VERTICAL/HORRONTAL TRACK JUNCTION. emlu i P.E. f491513 UMOMON.S ARESheNd ININN Nwm DWG. NO.: 104761 3 2 STEEL PAN DOORS DATE: 11A DATE: 11/8 -A/B C�T app PAN-2F143 'ART NO.: N/A A WDRDLDAD RATING W6 DP36 (SEE TABLE FOR MODELS) ,CALF: NTS DING. ,HE4 OF 4 SIZE B fER: IBC v iorlaa tsunamg uoae vnllne JL "r WX F�OIiCiB DeP31ftant�- BCIS Home Log In j User Registration i Hot Topics Submit Surcharge State & Facts Publications j FBC Staff BCIS Site Map ; Links Search I Busines ]] Professi Product Approval GI '" USER: Public User Regulation ' Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16107-112 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received 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 Scott Hamilton PE-63286 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 12/31/2028 Gary Pfuehler Validation Checklist - Hardcopy Received FL16107 R2 COI Certification of Independence of Validation Entity - Gary Pfuehler.pdf FL16107 R2 COI Statement on Independence of Evaluation Entity- ScottHamilton 120424.pdf Referenced Standard and Year (of Standard) Standard ANSI/DASMA 108 ANSI/DASMA 115 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 Year 2005 2005 2005 2009 2002 1994 l h4s://www.floridabuilding; /pr/pr_app_dtl.aspx?param=wGEVX,'�`,Dgvyf4ngAXh10... 9/13/2013 rioriaa tsuncting Loae vrume ragc/,vi-) TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/25/2013 Date Validated 04/26/2013 Date Pending FBC Approval 05/01/2013 Date Approved 06/11/2013 Date Revised 06/26/2013 1994 1994 Summary of Products Go to Page a 00 Page 1/ 2 0 0 FL # Model, Number or Name IlDescriotion 16107.1 01 W6-16 DSIE-IF171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min., 4301, 4310, HDG, HDGL, HDGF, Interior skin 27 ga. min.) Double -Car (97' to 167' wide) 66, 66G, 67, 67G, 68, SP200, WINDCODE@ W6 Garage Door SF200, SE200, 6200, 6201, 6203 ; Limits of Use l Installation Instructions Approved for use in HVHZ: Yes FL16107 R2 II 104724-A-IBC-Rev03.Ddf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No j Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 130214-A.Ddf or doors with optional Impact -resistant glazing are Created by Independent Third Party: No Impact -resistant (large missile impact). 11 a 16107.2 -16 DSIE-1F171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; j 4310, HDG, HDGL, HDGF, F6%66G, Interior skin 27 ga. min.) Double -Car (97' to 16'2" wide) 67, 67G, 68, SP200, WINDCODE@ W6 Garage Door, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions j Approved for use in HVHZ: No FL16107 R2 II 104724-B-IBC-Rev03.Ddf j Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 i Impact Resistant: No Created by Independent Third Party: No ! ' Design Pressure: +38 PSF/-42 PSF Evaluation Reports I Other: Doors with standard glazing meet the wind load FL16107 R2 AE CBPC 130214-A.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No Impact resistant requirement for wlndborne debris i i regions. j 16107.3 W6-16 PAN-2Fi53: 73, 75, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) ri65�5__i �EST, A, 94, 42, 48, 42B, 48B, 4RST, WINDCODE@ W6 Garage Door with Optional Impact- GD5S, GRSS, AR5S, EDSS Resistant Lites Limits of Use Installation Instructions i Approved for use in HVHZ: Yes FL16107 R2 II 104710-A-IBC-Rev02.pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 121212-A.1.Ddf i or doors with optional Impact -resistant glazing are Created by Independent Third Party: No Impact -resistant (large missile impact). 16107.4 04 W6-16 PAN-21F153: 73, 75, i Steel an (min. 25 ga.) Double -Car (9'2" to 16'2" wide) 84A, 94, 42, 48, 42B, 48B, 4RST, WINDCODE@ W6 Garage Door 6RST, GDSS, GR5S, ARSS, EDSS Limits of Use i Installation Instructions Approved for use In HVHZ: No FL16107 R2 II 104710-B-IBC-Rev02.Ddf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R2 AE CBPC 121212-A.1.0f hops://www.floridabuildingT/pr/pr_app_dtl.aspx?param=wGEVXn�DgvyAngAXh10... 9/13/2013 t' lorida Building Lode unlme ragn o U1 .) requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for wlndborne debris I regions. 16107.5 05 W6-16 PAN-2F143: 84A, 94, Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide) 98, 48, 488, 4F, 4RST WINDCODE@ W6 Garage Door with Optional Impact - Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R2 II 104753-A-IBC-Rev02.Ddf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created By Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 121212-A.1.Ddf or doors with optional Impact -resistant glazing are Created by Independent Third Party: No Impact -resistant (large missile Impact). 16107.6 06 W6-16 PAN-217143: 84A, 94, Steel Pan (min. 24 ga.) Double -Car (97' to 16'2" wide) 98, 48, 48B, 4F, 411ST IWINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R2 II 104753-B-IBC-Rev02.Ddf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R2 AE CBPC 121212-A.1.1)df requirements of the building code but DO NOT meet the Created by Independent Third Party: No ! Impact resistant requirement for wlndborne debris j regions. ' 16107.7 07 W6-18 DSIE-IF171: 4300, Double -skin Insulated EPS (exterior skin 27 ga, min.; I 4301, 4310, HDG, HDGL, HDGF, Interior skin 27 ga. min.) 16'4" to 18'2" wide 66, 66G, 67, 67G, 68, SP200, WINDCODE@ W6 Garage Door with Optional Impact- SF200, SE200, 6200, 6201, 6203 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 112 II 104751-A-IBC-Rev02.Ddf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 121212-A.1.Ddf or doors with optional Impact -resistant glazing are Created by Independent Third Party: No i( impact -resistant (large missile impact). 1 16107.8 08 W6-18 DSIE-IF171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, HDG, HDGL, HDGF, Interior skin 27 ga. min.) 16'4" to 187' wide 66, 66G, 67, 67G, 68, SP200, WINDCODE@ W6 Garage Door SF20o, SE200, 6200, 6201, 6203 I Limits of Use Installation Instructions I Approved for use in HVHZ: No FL16107 R2 II 104751-B-IBC-Rev02.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R2 AE CBPC 121212-A.i.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for wlndborne debris i regions. I 16107.9 09 W6-18 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; I 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) 16'4" to 18'2" wide HDPL20, 7200, 7201, 7203, WINDCODEO W6 Garage Door with Optional Impact- 8200, 8201, 8203 Resistant Lites Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16107 R2 II 104777-A-IBC-Rev02.Ddf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 121212-A.1.1)df or doors with optional Impact -resistant glazing are Created by Independent Third Party: No impact -resistant (large missile impact). . 16107.10 10 W6-18 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, Interior skin 27 ga. min.) 16'4" to 18'2" wide HDPL20, 7200, 7201, 7203, WINDCODE@ W6 Garage Door 8200, 8201, 8203 Limits of Use Installation Instructions Approved for use In HVHZ: No FL16107 R2 II 104777-B-IBC-Rev02.Ddf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R2 AE CBPC 121212-A.1.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No https://www.floridabuilding�/pr/pr_app_dtl.aspx?param=wGEVX?--tDgvyf4ngAXh10... 9/13/2013 r ionaa r5uuaing uoae vnlme 1 0.,V, -r Vl J (Impact resistant requirement for windborne debris I I) regions. 16107.11 11 W6-18 PAN-2F153: 73, 75, Steel Pan (min. 25 ga.) Double -Car (16'4" to 18'2" wide) 84A, 94, 42, 48, 42B, 48B, 4RST, WINDCODE@ W6 Garage Door with Optional Impact- 611ST, GD5S, GR5S, AR5S, ED5S Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R2 II 104761-A-IBC-Rev02.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 121212-A.1.odf or doors with optional Impact -resistant glazing are Created by Independent Third Party: No im act -resistant (large missile Impact). 16107.12 12 W6-18 PAN-21F153: 73, 75, Steel Pan (min. 25 ga.) Double -Car (16'4" to 18'2" wide) ��611ST, 84A, 94, 42, 48, 42B, 48B, 4RST, WINDCODE@ W6 Garage Door GDSS, G115S, AR5S, ED5S Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R2 II 104761-B-IBC-Rev02.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R2 AE CBPC 121212-A.I.odf quirements of the building code but DO NOT meet the Created by Independent Third Party: Yes j Impact resistant requirement for windbome debris E II glons. 16107.13 13 W7-18 PAN-21`143: 84A, 94, Steel Pan (min. 24 ga.) 16'4" to 18'2" wide WINDCODE@ 98, 48, 48B, 4F, 411ST W7 Garage Door with Optional Impact -Resistant Lites (i Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R2 II 104762-IBC-Rev02.gdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 1 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +41 PSF/-46 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 121212-A.i.odf or doors with optional impact -resistant glazing are Created by Independent Third Party: No j Im act -resistant (large missile impact). 16107.14 14 W8-16 DSIE-1F171: HDG, Double -skin Insulated (exterior skin 27 ga. min.; Interior HDGL, 4300, 4310, 4301, 66, skin 27 ga. min.) Double Car (9'2" to 16'2" wide) ; 66G, 67, 67G, 68, 6200, 6201, WINDCODE® W8 Garage Door with Optional Impact- 6203, SP200, SF200, SE200 Resistant Lites Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL16107 R2 II 104736-IBC-Rev03.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 130214-A.Odf or doors with optional Impact -resistant glazing are Created by Independent Third Party: No Impact -resistant (large missile Impact). i 16107.15 15 W8-16 PAN-2F143: 84A, 94, Steel Pan (min. 24 ga.) Double Car (9'2" to 16'2" wide) I 98, 48, 48B, 4F, 4RST WINDCODE@ W8 Garage Door with Optional Impact - Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R2 II 104754-IBC-Rev02.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports Other: Max. Wind Speed (%_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 121212-A.1.odf or doors with optional Impact -resistant glazing are Created by Independent Third Party: No Impact -resistant (large missile Impact). I 16107.16 16 W8-18 DSIE-IF171: HDG, HDGL, HDGF, 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200 Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double Car (16'4" to 18'2" wide) WINDCODE@ W8 Garage Door with Optional Impact- Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R2 II 104752-IBC-Rev02.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 121212-A.1.1)df or doors with optional Impact -resistant glazing are Created by Independent Third Party: No Impact -resistant (large missile Impact). 16107.17 17 W8-16 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; I h4s://www.floridabuilding, - /pr/pr_app_dtl.aspx?param=wGEVX)ytDgvyf4ngAXh10... 9/13/2013 Florida Building Code Online rage a 01 J D, Interior skin 27 ga. min.) Double -Car wide) �2200, 7 01,17203,0IIWeINDaCODL®sW8 Garage Door with Optionalmpact 8200820 R I Limits of Use Installation Instructions j Approved for use in HVHZ: Yes FL16107 R2 II 104778-IBC-RevO3.Ddf j Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No i Design Pressure: +46 PSF/-52 PSF Evaluation Reports i Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 130214-A.Ddf or doors with optional impact -resistant glazing are Created by Independent Third Party: No Impact -resistant (large missile Impact). 16107.18 18 W8-18 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, 7 Interior skin 27 ga. min.) 16'4" to 18'2" wide HDPL20, 7200, 7201, 7203, WINDCODE® W8 Garage Door with. Optional Impact- i 8200, 8201, 8203 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R2 11 104779-IBC-RevO2.odf j Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 121212-A.S.odf or doors with optional impact -resistant glazing are Created by Independent Third Party: No impact -resistant (large missile Impact). 16107.19 19 W6-16 W6-16 DSIE-IF471: Double -skin Insulated EPS (exterior skin 27 ga. min.; GD2SP, GR2SP, GD21_13, GR2LP, interior skin 27 ga. min.) Double -Car (97' to 16'2" wide) AR2SP, AR21-13, ED2SP, ED21_P, WINDCODEO W6 Garage Door with Optional Impact- 4302, 6202, SFC68 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R2 II 104785-A-IBC-RevOl.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors FL16107 R2 AE CBPC 130423-A.Ddf or doors with optional Impact -resistant glazing are Created by Independent Third Party: No i Impact -resistant (large missile impact). 16107.20 20 W6-16 W6-16 DSIE-IF471: Double -skin Insulated EPS (exterior skin 27 ga. min.; GD2SP, GR2SP, GD2LP, GR2LP, Interior skin 27 ga. min.) Double -Car (9'2" to 16'2" wide) AR2SP, AR2LP, ED2SP, ED21_13, WINDCODE@ W6 Garage Door with Optional Impact- 4302, 6202, SFC68 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R2 II 104785-B-IBC-RevOl.Ddf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports j Other: Doors with standard glazing meet the wind load FL16107 R2 AE CBPC 130423-A.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No Impact resistant requirement for windborne debris 1 regions. Page 1 / 2 Go to Page! BackF_-_-_-_t71 Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by tradit(onal mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: am M ECAceli secutrit �,u�rtxtcs https://www.floridabuildingk -;/pr/pr_app_dtl.aspx?param=wGEVXQ_�Dgvyf4ngAXh10... 9/13/2013 9112113 Florida Building Code Online .�.. llan' a `D..urAdr-e-miq BCIS Home ! Log In 1 user Registration ; Hot Topics Submit Surcharge 1 Stats & Facts Publications i FBC Staff i BCIS Site Map { Links Search Business Proessinalg„-,y product Approval USER: Public User g,'Pegulaiion M�q� ��' Product Approval Menu > Product or ADnlication Search > Application List > Application Dotaa BLtYiiY FL # FL12856-R3 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Emil 400 West Mc Nab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Emil Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank I. Bennardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12856 R3 COI Cert Indeo.odf FL12856 R3 COI Cert Indeo2,pdf FL12856 R3 COI Cert Indeo3.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code ficridabuildirtg.org/pr/prapp dtl.aspOparam=wGEVXQvL4Dq4EmlfWX4bEBhusG5°/p2bcgdcz3EmBhrul!4iMnL5uWga%2bgp/p3dD/D3d 112 9/12113 . Product Approval Method Florida Building Code Oriline Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/27/2012 04/27/2012 05/02/2012 06/11/2012 FL xF Model, Number or Name j Description j 12856.1 0.050" Aluminum 5tonn Panel�� _{ 0.050" Aluminum Storm Panel with Optional Clear PanelsV� Limits of Use v Insation Instructions Approved for use in HVHZ: No ' _ 1tall56 R3 II Dwa09 Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes { Design Pressure: N/A Evaluation Reports Other: Shutter meets requirements for "Wind Zone 4" and Missile FL12856 R3 AE 02-09.Ddf Level "D" as defined in ASTM E1996. See installation instructions ! for specific Design Pressure Ratings by size, additional use FL12856 R3 AE Eval rrpt09.Ddf Created by Independent Third Party: Yes i 1 limitations and Installation instructions. I 112856.2 � �^ Safety Edge" Storm Panels "Safety Edge" Storm Panels, 28ga (0.018"') Steel, 0.022" Alum (Perf and Non-Perf), Clear Polycarb (Full and Half) Limits of Use InInstructions j Approved for use in HVHZ: No FL12856 R3 II Dwo3.Ddf i Approved for use outside HVHZ: Yes I Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes i Evaluation Reports Design Pressure: +54/-54 for HVHZ. See FL12856 R3 AE Eval RDt3.odf Other: This product is not valid use within the Evaluation Report and engineering drawing for additional limitations Created by Independent Third Party: Yes and conditions of use. i i 12856.3 V — ' 0 050" Alunnum Storm Panel 0.050" Aluminum Storm Panel with Optional Clear Panels I Limits of Use j Installation Instructions j Approved for use in HVHZ: No I FL12856 R3 II Dwc12.Ddf Approved for use outside HVHZ: Yes ; Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes 1 Design Pressure: N/A (( Evaluation Reports Other: Shutter meets requirements for "Wind Zone 4" and Missile Level "D" as defined in ASTM E1996. See installation instructions I FL12856 R3 AE Eval R t�2.odf i Created by Independent Third Party: Yes i for specific Design Pressure Ratings by size, additional use limitations and Installation Instructions. 12856.4 1 Aluminum Hinged Storm Panel —i O50" Aluminum Non -Porous Hinged Storm Panel fI Limits of Use Installation Instructions j Approved for use In HVHZ: Yes FL12856 R3 II Dw4.Ddf Approved for use outside HVHZ: Yes i Verified By: Frank L. Bennardo PE*0046549 Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressure: N/A "Wind Missile s Evaluation Reports FL12856 R3 AE Eva[ RDt.Ddf other: Shutter meets requirements for Zone 4" and j 1 Level "D" as defined In ASTM E1996. See installation instructions Created by Independent Third Party: Yes j for specific Design Pressure Ratings by size, additional use limitations and installation instructions. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Pine: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address if they have one. The emalis provided may be used for official communication Wth the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address Mich can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: = W ,GEh IM ,' S toridabuilding.org/pr/pr app dtl.aspxlpararfr=wGEVXQYADgvEmlfWvK4bEBhusG5%2bogdcz3EmBhruli4iMnL5uWga%2bge/"3d°/a3d 212 ANCHOR NOTES: ANCHOR SCHEDULE 1) "ELCO PANELMATE' ANCHORS MAY BE ELCO FEMALE PANELMATE OR ELCO PANELMATE PLUS, AS ILLUSTRATED. 2) ENSURE MINIMUM 2" EDGE DISTANCE FOR ANCHORS TO CONCRETE B TO HOLLOW BLOCK EDGE DISTANCE OF 3/4" IS ACCEPTABLE FOR ANCHORS TO WOOD, WITH THE EXCEPTION OF PANELMATE ANCHORS FOR WHICH 2" MIN EDGE DISTANCE IS REQUIRED. FOR PANELMATES TO WOOD WITH 3/4- MIN EDGE DISTANCE, ALLOWABLE SPACING SHALL BE 6" O.C. 3) MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES, 4) ANCHORS SHALL BE, INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 5) ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 6) WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7) WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR, SHALL BE LOCATED IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (i.e. 314" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SIIALL BE 'SOUTHERN PINE" G=0.55 OR GREATER DENSITY, UNLESS OTHERWISE NOTED. 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 9) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT Of THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ('SIDEWALK BOLT") U.N.O. �i LOAD Spans Spans ANCHOR ID 5�0'� To 9P 2' 1/4" ITW TAPCON W/ 1-314" 33 EMBED (3192psi MIN CONC) 38 16.0" 16.0" ti4 16.0 1/4" ELCO ULTRACON 1-3/4' 33 16.0" 16.0' EMBED (28460si MIN CONC) - 38_ 16.0" 16:0" 47 16.0" 54 16.0" 1 16.0" Z 8 1/4" PANELMATE (PLUS OR FEMALE) x 1-3/4" EMBED 33 16.0" _ 16.0" (3350psi MIN CONC) �8 t6.d -- 16 0 '- �- -47 54 16.0" 16.W 1/4" ALL POINTS SOLID -SET 53 16.0" 1G.0" ANCHOR x 7/8EMBED (3000psi MIN CONC) + 3g . 16.0" - _" -16.0,16.0" a7 ........ 16.0" 16 0" ' -...... 54 16.0"0" 16.0" Spans Spans �y = G LOAD ANCHOR (p") Up To T-O" Up To 9,-2•• 1/4" ITW TAPCON %V/ 1-1/4" 33 16.0" 9.9" EMBED 38 15.8" 8.6" 47 12.7"-7.0"- $4 11.1" 6.1" 1/4" ELCO ULTRACON Y1/ 33 16.0" I I1.1'. 1-3/4" EMBED u O 16.0" 1/4" PANELMATE (PLUS OR 1 s: 16.0" o FEMALE) x 1-114" EMBED 47 16.0" 11.7' k: 54 36.0" 10.2" 1/4" ALL POINTS SOLID -SET 33 16.0" 16.0" ANCHOR x 7/8' EMBED 38 16.0" .... _ n�{� I 47 16.0" 15.9" F-5:.. ba LOAD ans Spans o xai1 ANCHOR (psf) Up To P 5'0" Up To 9'-2" 1/4- TAPCON OR #14 WOOD SCREW x 2' EMBED y ^ D>ppm=02> _ 47 54 16.0" 16.0" 10.7" 9.3" �^ uFEMALE) ^1/4" PANELMATE (PLUS OR x 1-7/8" EMBED 33 38 O, O (2 MIN EDGE DISTANCE)' S 47 I6.0" 116.0" o (]=abit5.':tiV _ 54 16.0" 16.0" 8 a 1/4" LAG SCREW x 2° THREAD EMBED 33 38 36.0" 16.0" 15.5" 13.4" " 47 16.0" 10.9" _ 54 16.0" 9.5" bn LOAD ANCHOR Spans Up To Spans Up To s w (Psli 5'-0" 9`2" t/4' TTW TAPCON OR ELCO 33 16.0" 13. 5" ULTRACONx 2" EMBED 38 16.0" 11.7" 47 16.0" 9.5" 54 t 15.1" i 8.3" 1/4" PANELMATE (PLUS OR 33 16.0" j 13.1" a .. I FEMALE) x 1-7/8' EMBED 38 (2" MIN EDGE DISTANCE) 47 16.0" 11.4" 16.0" - 9_2" - v > S 2 1/4" LAG SCREW x 2" 33 16.0" 16.0" 3Ih D� EMBEDMENT 8 16A" 16.91 a f� EN'BED 47 16.0" 13.5" 54 .. . -S 1/4° -18-8 TA[NLESS,-_� .------ STEEL 33 16.0" 16.0" HANGER BOLT x 2" EMBED . 38 ; 16.0" -- Sd 6.' tEMHED 1 16.0" 13.5" 1 47 54 Ifi.O" 05-TCM-0001 EXISTING HOST ,STRUCTURE EXISTING HOST ANCHOR PER STRUCTURE°TYP ANCHOR SCHED 1 114" t---2" TO S" = O F1AX gEMSED- 0�1 1/2" MIN �MAXANCHORS AT 17" O.C. (USE ANY ANCHOR FROM ANCHOR SCHED) IMUM � J22 TRAP MOUNT CLOSURE EXISTING �SEPAP PER a Z ,,' = 1'-0° PLAN VIEW GLAZING SCHEDULE E N 114-20 x 314" 114" w0 S.S STUDS �j 1/4" MAX y� 1 . AT 12' O.Ci. !! ( MAX EMBED 2 —_T1/4° MAX J �j . ST ANCHOR PER ANCHOR EXISTING HO SCHEDULE STRUCTURE MOUNTING SECTION 2 3" = V-0" SPAN SCHEDULE 29aa (0.03 - GALV STEEL PANELSMAX L. t54.0 Psf MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) MIN SPANS: 26" (DIRECT MOUNT TOP & BOTTOM) 16" (ALL OTHER CONDITIONS) 0.100" CLEAR POLYCARB FULL -/HALF -PANELS MAX LOAD: +54.0 Psf MAX SPAN: 9'-2" (ALL MOUNTING CONDITIONS) MIN SPANS: 24" (DIRECT MOUNT TOP & BOTTOM) 1S" (ALL OTHER CONDITIONS) 3 WALL MOUNT CLOSURE Z 3" = 1'-0" PLAN VIEW GLASS SEPARATION SCHEDULE (REQUIRED ONLY IN ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES) 29aa (0.018") GALV STEEL PANELS • h1/N. GLASS SEPARATION FOR INSTALLATIONS AT OR BELOW 30' ABOVE GRADE: 5.375" • MIN. GLASS SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE: 5.375" 0.100" CLEAR POLYCARS FULL -/HALF -PANELS • MIN. GLASS SEPARATION FOR INSTALLATIONS AT OR BELOW 30' ABOVE GRADE: 7.350" • MIN. GLASS SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE: 5.375° BEND PANEL AROUND CORNER & STITCH TO ADIACENT PANEL WITH 1/4-20 BOLTS & WASHERED WINGNUTS AT 24" O.C. (TYP) FASTEN PANELS TO HOST STRUCTURE OR TO STUDDED ANGLE (TOP & BOTTOM) AT CORRUGATION VALLEY CLOSEST TO CORNER (EACH SIDE) 4 CORNER CLOSURE Z N.T.S. PLAN VIEW GLASS SEPARATION SCHEDULE NOTES; 1. GLASS SEPARATION SCHEDULE PROVIDES MINIMUM SEPARATION DISTANCE REQUIRED BETWEEN EXTERIOR FACE OF GLAZING (OR OTHER PRODUCT BEING PROTECTED)AND INTERIOR FACE OF INSTALLED STORM PANEL. 2. SEPARATION DISTANCE PER THIS SCHEDULE IS REQUIRED FOR USE WITH POSItIVE LOADS ONLY. 3. SEPARATION FROM GLASS IS REQUIRED ONLY WHEN INSTALLED WITHIN ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES. MAX T ql ANCHORS AT 17" D.C. (USE ANY ANCHOR FROM ANCHOR SCHED) EXISTING HOST STRUCTURE BUILD -OUT 111_51 MOUNT CLOSURE J3" = 11-0" PLAN VIEW 05-TCM-0001 All "SAFETY EDGE" DGE & r•\ Y iRB STORM .R.. Ef r �2.---1-2"-) PERFORATIONS 0.018° GALV STEEL (OPTIONAL) 0,378" SAFETY EDGE 1r .125"j I (1/4" TYP) X0.378° 844' -4.044" 12"COVERAGE 13.5" TOTAL WIDTH STEEL STORM PANEL PROFILE is 4" = 1'-0" SECTION 0.100" POLY- -2°-1 CARBONATE t0.010") 1.216" ( 5.000" -12.5' COVERAGE --- - 15" TOTAL WIDTH - - POLYCARB STORM PANEL PROFILE 1C 4• = V-0" SECTION 3/16°�}- 1 --WIDTH UNLIMITED ` D D ,"ry TOP MOUNT MOUNTINGf�, t Y D �I (CONN AS REQ'D) SECTIONS t „, /2"t r D D a e.: e I Ri . . (CONN AS REQ'b) 1 TYPICAL ELEVATION 1 M.T.S. f 2 ,{ t 0.018" GALV STEEL 0.378" ,� \ PERFORATIONS 0N v ,(OPTIONAL) �1"1 ,y I 'rQ r SAFETY t-1.25° t \ 1 4" iYP) 6" COVERAGE--f 0.378' 7.531" TOTAL WIDTH - STEEL HALF -PANEL PROFILE 1 � SECTION -t- 0.100' POLY - CARBONATE `0.75" 010-) � 0.75" }_..-_.--... 5.000°- 6.25" COVERAGE^----� 8.413" TOTAL WIDTH QPOLYCARB HALF -PANEL PROFILE 4° = 1'-0" SECTION OPTIONAL z PERFORATIONS \11ij 31.= V-0' ELEV /J \ • ' J 5/8" 1 3 KEYHOLE PUNCH 1 6° = 1 -W ELEV 0.085" MIN 0.875" THICKNESS La -fl5/16° 114-20 STUDS eAT 12' O.C. N M L0.080" TYP I p5/8° KEYHOLE STUDDED ANGLE WASHER r >r 1 o.ava• oa:r xn L Ex•nw, sr:ut� �-.--x•ncesvax--� ALUMINUM STEEL ]-PAN CLOSURE CLOSURE GENERAL NOTES: 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION, FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER ASTM STANDARDS E330, E1886, & E1996. 2) NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6) THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. 7) CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH 0.016" (MIN) GALV STEEL PANELS SUCH THAT NO TWO POLYCARBONATE PANELS ARE ADJACENT TO EACH OTHER, 8) ALL PANELS SHALL BE INSTALLED USING KEYHOLE WASHERS IN CONJUNCTION WITH ALL MOUNTING CONDITIONS. 9) ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED THICKNESS t=0.018" CONFORMING TO ASTM A653, STRUCTURAL QUALITY GRADE 40, WITH G60 GALVANIZED COATING AND MIN Fy-44.58 KSI. 10) CLEAR POLYCARBONATE STORM PANELS WITH 12.5' COVERAGE SHALL BE MFD BY TRANSPARENT PROTECTION SYSTEMS, Inc., AND THOSE WITH 6.25" COVERAGE SHALL BE MANUFACTURED BY TOWN & COUNTRY INDUSTRIES, Inc ALL POLYCARB PANELS SHALL BE EXTRUDED WITH MIN THICKNESS t=0.100" (t0.010") AND SHALL BE FABRICATED FROM 100% G.E. SYNTHETIC THERMOPLASTIC POLYMER LEXAN RESIN #103-112(UV STABILIZED) OR EQUIVALENT. THIS MATERIAL IS COMPARABLE TO G.E. LEXAN POLYMER SHEET #9034, AS APPROVED UNDER MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE 403.0924.01. MINIMUM SYNTHETIC THERMOPLASTIC POLYMER TENSILE STRENGTH Fy=8.908 KSI, FLEXURAL STRENGTH Fby=12.90 KSI, & FLEXURAL MODULUS IS 328.7 KSI. 11) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 12) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL AS FOLLOWS: TOWN & COUNTRY INDUSTRIES FT. LAUDERDALE, FL ASTM E1886, E1996 & E330 MISSILE LEVEL D FLORIDA PRODUCT APPROVAL NUMBER 13) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF MIAMI, FL) TEST REPORTS #04-004, #04.005, & #04-006. 14) TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. IS) ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, STAINLESS STEEL, OR 2024•T4 ALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI. 05-TCM-0001 1 L