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HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW MULLIONSI s'6r ryrygT iaStu��i Ef, r \c":4� "tY�k�� ¢ fl,� L�� &1Jp ;�6 SCIS flame Log In User lieglstraLion Ilol Topics submit d bl:L-- 6(fen f Product Approval r �t„}��'r USER: Public User Product Approval Menu > Plan DeLall > Application Detail ixi'r r a 2 Gain ..;i.::J....IL, ._....., �..... Application Type Code Version Application Status i Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email NEE y yq County srgn SLals & Facts Publications FBC Staff BCIS Site 14ap Links Search GHO Homes Corp 15353-R2 Meadowood lot 170 vision 9410 pinebark Crt, Ft Fierce 14 1I Windows and Doors ,50 West Market Street ;ratz, PA 17030 717) 365-3300 Ext 2560 sitlinger@miwd.com Irent Sitlinger sitlinger@miwd,com Category Windows Subcategory Mullions 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 Luis R Lomas, PE Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence I FLIS353 R2 COI FLCOI.odf I Referenced Standard and Year (of Standard) j I Equivalence of Product Standards Certified By Sections from the Code I 1710,5.3 Flo C gProduct Approval Method � Method 2 Option B /l G Date Submitted Date Validated Date Pending FBC Approval Date Approved Products 15 15 15 15 FL fi Model, Number or Name I Description 15353.1 15764 I Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R2 II 08-01448A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mull on FL15353 R2 AE 512072A,pdf span: 52-1/8". Created by Independent Third Party: Yes 1 15353.2 15764 1 1 Vertical Aluminum Mullion I Limits of Use. Installation Instructions Approved for use in HVHZ: No FLi5353 R2 II 08-01439A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mul Ion FLi5353 R2 AE 512063A.Ddf span: 83" Created by Independent Third Party: Yes 1 15353.3 15765 1 1 Horizontal Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FLi5353 R2 II 08-01449A.Ddf Approved for use outside HVHZ: Yes Verified By: Luls R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mu IIon FLi5353 R2 AE 512073A.adf span: 104-114" Created by Independent Third Party: Yes 115353.4 15765 1 I Vertical Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No 171,15353 R2 II 08-01440A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLi5353 R2 AE 512064A.adf span: 83", I Created by Independent Third Party: Yes 115353.5 I CM-18514 ' I I Vertical Aluminum Mullion I Limits of Use Installation Instructions Approved for use In HVHZ: No FLi5353 R2 II 08-01442A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes 'Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 840. Max mi Ilion FLi5353 R2 AE 512066A.Ddf length - 83". I Created by Independent Third Party: Yes 115353.6 I CM-18520 I I Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No F1,15353 R2 II 08-01451A.adf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R2 AE 512075A.odf span - 104-1/4" 1 Created by Independent Third Party: Yes 115353.7 I CM-18523 i I Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01452A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 524/8" x 84". Max mullion FL15353 R2 AE 512076A.Ddf span - 104-1/41% 1Created by Independent Third Party: Yes 15353.8 CM-18531 I Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No FLi5353 R2 II 08-01443A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R2 AE 512067A.Ddf span - 83" Created by Independent Third Party: Yes i 15353.9 CM-18532 - Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R2 II_08-01453A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mul ion FLIS353 R2 AE 512077A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01444A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window. size: 52-1/8" x 84". Max mul Ion FLIS353 R2 AE 512068A.odf span: 83" Created by Independent Third Party. Yes 15353.11 CM-18534 I Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes FLIS353 R2 II 08-01454A.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion span: 104-1/411. ; I FLIS353 R2 AE 512078A.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair St i The State of Florlda Is an AA/EEO employer. Copyright 2007-2 Under Florida law, email addresses are public records. If you do not v mall to this entlty'. Instead, contact the office by phone or by tra 455.275(1), Florida Statutes, effective October 1, 2012, licensees Ilc one. The emalls provided may be used for official communication with address, please provide the Department with an email address which F BaeY. NgKt load. Tallahassee FL 32399 Phone: 050-467-1024 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Statement your e-mail address released In response to a public -records request, do not send electronic ial mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section d under Chapter 455, F.S. must provide the Department with an email address If they have licensee. However email addresses are public record. If you do not wish to supply a personal be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click beer. uct Approval Accepts: Io 9 Credit Card Safe 52 1/8" MAX. UNIT WIDTH (MULLION SPAN) PH I WINDOW 168- MAX. MAX. COMBINED HdGHi H2 WWDOW Maximum LARGEAND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE3 DIMENSIONS IN CHARTARE FRAME DIMENSIONS AND 00 NOT INCLUDE FLANGE 104.25" MAX. UNIT WIDTH (MULLION SPAN) IH 1 WINDOW 168" MAX. COMBINED HEIGHT HI WINDOW[kINDOW Mm ;_"_ d4-- n ccrnw raMf*w char! f..A Tributary Mullion Span and individual unit width (in) Height 36.00 40.00 60.00 7200 84.00 96.00 104.25 (In) 1&00 24.00 30.00 3&00 1 4200 4&00 5243 1&00 130.0 130.0 130.0 130.0 117.7 78.4 61.0 24.00 130.0 130.0 130.0 130.0 89.9 59.7 46.4 30.60 130.0 130.0 130.0 11&7 73.4 48.5 37.6 36.00 130.0 130.0 130.0 101.8 625 41.2 31.9 4200 130.0 130.0 130.0 89.9 54.9 36.0 27.8 46.00 130.0 130.0 130.0 812 49.3 32.2 24.8 54.00 130.0 130.0 124.7 74.5 45.0 29.3 130.0 130.0 116.5 69A 41.6 27.0 6&00 130.0 130.0 109.9 65.4 38.9 25.1 7200 130.0 130.0 104.0 622 36.8 23.6 J2Z560.00 7&00 130.0 130.0 98.7 59.6 35.0 2Z3 -84:00- 130.0- 130.0- -93.9- �'%2- -33.6 _21.3- LARGEAND SMALL MISSILE IMPACT, LEVEL D. WWDZONE3 - DIMENSIONSWCHARTAREFRAMEDIMENSIONSANDDONOT INCLUDE FLANGE DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAJNED IN STEP 1. TRIBUTARY HEIGHT= H1 + H2 2 TABLE OF CONTENTS :T NO. DESCRIPTION �2 ELEVATION, NOTES AND DESIGN PRESSURE CHARTS I INSTALLATION DETAILS REVISIONS DESCRIPTION OAIE 11ppROVEp REVISEO INSTALLATION DETAILS 06/11/15 R.L. NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN -THE- DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 6) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY MI WINDOWS AND DOORS 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 8) VERTICAL MULLIONS ARE NOT PART OF THIS APPROVAL VERTICAL MULLIONS USED TO MULL UNITS SIDE BY SIDE MUST HAVE SEPARATE APPROVAL. 9) FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2_ MI WINDOWS AND DOORS 656 WEST MARKET STREET GRATZ, PA 17030-0370 5765 HORIZONTAL MULLION SINGLE, TWIN AND TRIPLE WITH TRANSOM ELEVATION AND GENERAL NOTES V.L 1 08-01449 NTS ID"T' 3 SIGNED: 06/12/2015 �,••��pENs�'9d;y i OF •�� �0�F'��ORIOA• ��� ����'i?/0f4A n` 156 3/8" MAX. UNIT WIDTH (MULLION SPAN) H I WNDOW 68' AX. BINED IGHT H2 YWNOOW WINDOW Marimum daeinn nmeerim r�rueyhi r�aA/ncA Tributary Height Mullion Span and Individual unftwidth (in) 54.00 7200 94L 10&00 126.00144.00 15&38 (in) 1&00 24.00 30.00 3&00 4200 48.00 5213 18.00 130.0 130.0 97.1 55.8 35.0 23.4 182 24.00 -130.0 130.0 73.8 42.3 26.5 17.7 13.8 30.00 130.0 119.4 59.9 34.2 21.4 14.2 11.1 36.00 130.0 101.5 50.7 28.9 18.0 12.0 42.00 130.0 89.0 44.2 25.1 15.6 10.3 4&00 130.0 79.8 39.3 223 13.8 54.00 130.0 728 35.6 20.1 12.4 60.00 129A 67.4 32.7 18.3 1 11.3 6&00 122.4 613 30.3 16.9 10.4 -7200- i162- -60.0- -2&4- 15.8- --- 78.00 1105 57.2 2&9 14.1 84.00 105.4 54.7 25.6 14.0 LARGE AND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE DIMENSIONS IN CHARTARE FRAME DIMENSIONS AND 00 NOT INCLUDE FLANGE DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP I_ REYPISIONS DESCRIMON REVISED INSTALLATION DETAILS 4 5/8' 1 29/32' 27/32' 25/32' O C -' 8• 1 9/16' 0 13/16' 6XO5/32- 3/8' 1" SECT5768 CUP ALUMINUM 6063-T5.093' THICK FOR WOOD FRAMING INSTALLATION 4 5/8' �{ 13/16' 3' Ij 1 9/16' O 25 32 SECT5768 CLIP 2Xo5/32' ALUMINUM 6063-T5.093'THICK FOR MASONRYACONCRETEINSTALLATION oan APPROVED 06/11/15 R.L. 1 SIGNED: 061IZ2015 MI WINDOWS AND DOORS �TRIBUTARY HEIGHT = HI + H2 650 WEST MARKET STREET 2 GRATZ, PA 17030-0370 5765 HORIZONTAL MULLION SINGLE, TWIN AND TRIPLE WITH TRANSOM ELEVATION AND COMPONENTS V.L. 1 08-01449 SCALE NTS IDATE 03/06/12 5NEO2 OF 3 ;'•�.�OENSF9'P�� 0 61 •11f = TAT ONNPR10P• . 1 1 /4- #10 WOOD MIN, EMBEDMENT SCREW 5765 MULLION SECT5768 4" TAPCON CLIP INTERIOR 1 / EXTERIOR MULLION INSTALLATION PNGI{Oiritcti FOR ANCHORING INTO CONCRETE USE 7/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1i 0/4 MIN MC ORS AS SHOW IN ELEVATIONS AND INSTALLATION DETaLSMUM-EDGE DISTANCE. LOCATE FOR AN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT 71 4ct4rTH TO ACHIEVE A 1 3/8 MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWH IN ELEVATIONS AND INSTALLATION DETAILS. �) SUfF�d.�RT+(}HGlIA WINDOW TO ACHIEVETA MININ USE MUM EMBEDMENT OF THREE LF TAPPING THREADS REWS WITH PAST THE MULLaft WA L_ LOCATE SCREWS 6' FROM EACH MULLION END AND 12" MAX. O.C. THEREAFTER. STAGGLR SCREWS Al EACH WINDOW. FOR WINDOW UNIIS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS. 6) ALt. FASTENERS TO BE CORROSION RESISTANT. 1l 5TALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 7) IN5IPLLAlION 114STRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH 510(1401i5 LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 CONCRI1E - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. MSlpryg oesea�anoN REVISED INSTALLATION �� oErals 2 1/2" MIN. EDGE DISTANCE MASONRY/CONCRETE BY OTHERS MI WINDOWS AND DOORS 6RAWEST MARKET STREET PA 17030-0370 SINGLE,STWIN HORIZONTAL MULLI AND TRIPLE WITH O RANSOM INSTALLATION DETAILS V.L. �DnsuLc NTS w08-01449 s"TEr3 OF 3 W1E APPROVED 06 5 RL I:! L 0 7/z- •�,��GEN.4�9i It" F'• s IT; 1` � Of, Es; �.�4RIDP• � �� NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION 15 SHOWN. MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS. 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = W7 + W2 z oESCRPnON REVISED INSTALLATION DETAILS ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEEF 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT WITH 2 1/2- MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS SHOWN IN WINDOW SEPARATE APPROVAL 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 6) TO ATTACH MULLION TO CUP USE (4) #10 x 1 1/4" SELF DRIVING SCREWS PER CUP. SCREWS MUST BE FIELD INSTALLED. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5765 VERTICAL MULLION 83' MULLION SPAN GENERAL NOTES DRAWN: MG ND. V.L 08-01440 WC E NTS DATE 01/11/12 1 SNEE<1 OF 3 SIGNED: 0611112015 ENS�, *d *; �IUoy6�25yC . 107 3/8' COMBINED WIDTH w,wz 83 " i FRAME HEIGHT WINDOW WINDOW (MULLION SPAN) � 1 107 3/8' COMBINED WIDTH r w, -{ � wz -I 83,LD;Ow 1 FRAME HEIGHT WINDOW (MULLION SPAN) , ` 107 3/8" COMBINED WIDTH -{ p wz � 83" J (� J . WINDOW FRAME HEIGHT WINDO / ` WWDO (MULLION P SPAN) ! W7 W2 107 3/8" Design pressure rating (ps0 107 3/8" COMBINED WIDTH WI -I[- W2 83" L.,I.Dow FRAME HEIGHT (MULLION SPAN)Ll F- 107 3/B' COMBINED WIDTH 83" J J WINDOWFRAME J HEIGHT /WINDO/ ///WIXDO (MULLION SPAN) JL l 1 �- Wl w2 � Mullion span On) TMhutary 1IL13 25.501 width 36.00 4200 On) 48.00 SZ13 25.00 130.0 130.0 130.0 130.0 130.0 130.0 37.38 130.0 130.0 130.0 130.0 130.0 130.0 30.0 130.0 130.0 130.0 130.0 30.0 112.0 103.0 97.3 94.7 M 30.0 103.5 94.7 88.8 86.0 17.4 91.3 818 77.0 74.1 7.0 64.0 56.4 51.0 48.1 WIDTH RlVtSK* 5 REV I OESCRPUDN DAIS I APPROVED A I REVISED INSTALLATION DEMILS 06/10/15 I R.L. 107 3/8" COMBINED WIDTH w1 �� w2 'j1� 83 WINDOW I FRAME HEIGHT VVINDO WINDOW (MULLION /J SPAN) ! / ! ! I-- W1 --Ii {- W2`-� APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBEMULLED TOGETHER AS LONG ASCOMBINED WIDTH DOES NOT EXCEED 1073lrAS SHOWN HEREIN. LARGEAND SMALL MISSILE IMPACT, LEVEL D. W/N0ZONE3 DIMENSIONS IN CHARTAREFRAME DIMENSIONSAND DO NOT INCLUDE FLANGE 107 3/8" COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 5765 VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHART SIGNED. 0611112015 ``�`5►►►�I I IC lO/'tJ7��/i v, *\GENSFgd+ SE OF _•_�� sV.LE. Dare 08-�011440 A Aj7�SJONAi NTS 01/11/12 2 OF 3 2 1/2" MIN. EDGE DISTANCE MASONRY/CONCRETE BY OTHERS a' 1 1/4" - •� .: t MIN. EMBEDMENT I I I 1/4" TAPCON i SECT5768 CLIP SECT5765 MULLION SECT5768 CLIP 010 WOOD SCREW I I I 1 1 3/8" MIN. EMBEDMENT I WOOD FRAMINGt / -om �a�o ��l 2X BUCK J 1/2" MIN. BY OTHERS EDGE DISTANCE VERTICAL CROSS SECTION AIASONRY/CONCRETEAND WOOD FRAMING INSTALLA77ON NOTES: 1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN INSTALLATION CUP. 2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES AT EACH END OF INSTALLATION CUP. INSTALL TWO TAPCONS PER CUP. CLIP INSTALLATION REVISIONS DESCRIPRON REVISED INSTALLATION DETAILS DATE APPROVED 06/10/15 R.L. 0.212" 3.800" 1.125" _t SECTS765 MULLION ALUMINUM 6005-T5.125THICK 4.624' -'i 1.891" 0.843" T_ �- i 0.781' 1.562" o j O 4X 00.171" 0.375" 1.000" SECT5768 CLIP ALUMINUM 6063-T5.093' THICK MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 5765 VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS DRAWN: Owc No. V.L 08-01440 Sc' NTS I oA1E 01/11/12 1 SNEEr3 OF 3 SIGNED: 0611 W015 REMONS DESCILPRON REVISED INSTALLATION DETAILS 1 3/8" 1 1/4- MIN. EMBEDMENT #10 WOOD MIN. EMBEDMENT SCREW 5765 MULLION SECT5768 1/2" MIN. CUP TNTERTOA 1/4" TAPCON id- 2. 1/2" EDGE MIN. DISTANCE EDGE I I i I DISTANCE WOOD FRAMING I OR 2X BUCK i BY OTHERS MASONRY/CONCRETE . BY OTHERS EXTERIOR MULLION INSTALLATION ANCHORING NOTES: — — 2= 1) FOR ANCHORING -INTO CONCRETE-USE-1/4"-TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 --1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL LOCATE SCREWS 6" FROM EACH MULLION END AND 12" MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. 5) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS. 6) ALL FASTENERS TO BE CORROSION RESISTANT. 7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S MI WINDOWS AND DOORS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH 650 WEST MARKET STREET STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: GRATZ, PA 17030-0370 A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 ' B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSL 5765 HORIZONTAL MULLION SINGLE, TWIN AND TRIPLE WITH TRANSOM INSTALLATION DETAILS DMwN: ow0 No. V.L. 08-01449 SCALE NTS I DATE 03/06/12 1SHEET3 OF 3 DATE APPROVED 06/11/I5 R.L SIGNED. 06/12/2015 1 \S11REM *. O '�'�� :c�OR10P• ����� 2/5/2018 Florida BuildSCAM BCIS Home i Log Inh User Registration ! Hot Topics Submit Surc�i -ioriria Gi Lucie U'll) Product Approval USER: Public User d b A i.d,,ttr: Product Aooroval Menu > Product or Application Search > Application List > W FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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 N Referenced Standard and Year (of Standard) -f Code Online .d SSW Stats & Facts Publications FBC Stag BCIS Site Map Links Search Detail FL16293-R2 Affirmation 2017 Approved Hurricane Storm Panel MFG. Inc. 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 (321)409-2900 aarongallagher428@yahoo.com Aaron Gallagher aarongallagher428@yahoo.com Aaron Gallagher 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 (321)409-2900 aarongallagher428@yahoo.com Aaron Gallagher 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 (321)409-2900 aarongallagher428@yahoo.com utters Irm Panels luation Report from a Florida Registered Architect or a Licensed ida Professional Engineer Evaluation Report - Hardcopy Received J. Amoruso, P.E. onal Accreditation and Management Institute 31/2018 rles A. Pagen P. E., Ph. D. Fenestration Technology Validation Checklist - Hardcopy Received tdard Year N E1886 2002 w E1886 1997 M E1996 2002 N E330 Fi� File, H E330 � 201 1994 202 1994 https://www.floddabuiloing;oKg/pr/pr_app_dtl.aspx*arain=wGEVXQwtDgsNc735fObMipnGWmdGLpDPU3hPWYquuisnhgvMxzm6jg%3d%3d 1/2 2/5/2018 Equivalence of Product Standards Certified By Sections from the Code Florida Buiidirig Code Online TAS 203 1994 Florida Licensed Professional Engineer or Architect FL16293 R2 Eauiv EER 2210 Revl 413-0303 HSPM0001 ss.odf a I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ( ) Yes C No 'C) N/A FL16293 R2 COC Affirmation FL16293 417-0706 ss.odf Product Approval Method Method 1 Option D Date Submitted 10/25/2017 Date Validated 1 0/25/2017 Date Pending FBC Approval Date Approved 11/02/2017 Summary of Products I FL # Model, Number or Name I Description 16293.1 HVHZ Impact Storm Panel HVHZ Impact Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16293 R2 II HSPM0001 RevB.Ddf Approved for use outside HVHZ: Yes Verified By: Robert 3. Amoruso, P.E. FL License No. 49752 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Drawing for Design Pressures. FL16293 R2 AE PER 2210 Revl 415- 0109 HSPM0001 ss.Ddf Created by Independent Third Party: Yes Ddext Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 1 The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee.IHowever 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 tuck he . Product Approval Accepts: -1-s;- ® Credit Card LpDPU3hPWYquuisnhgvMxzm6jg%3d%3d 2/2 HURRICANE STORM PANEL MANUFACTURING HYKZIMPACT STORMPAIVEZ, GENERAL NOTES: LV T"L4"ONAiVCHOR4GZ`DETAMS --^-�^ INSTALLATION NOTES: 1. THIS PRODUCT HAS BEEN TESTED AND IS DESIGNED TO COMPLY WITH THE OPENING PROTECTION REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES INCLUDING THE HIGH VELOCITY HURRICANE ZONE 1. SEE ANCHOR SCHEDULE ON SHEET 7 OF 7 FOR ALLOWED FASTENERS, MINIMUM EMBEDMENT, MINIMUM (HVHZ- LMI) AND WIND BORNE DEBRIS AREA (WIND ZONE 4, MISSILE LEVEL D). EDGE DISTANCE AND REQUIRED ON CENTER (D.C.) ANCHOR SPACING. 1.1. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT # ATLNC 0428.01-04 AND ATLNC 2. INSTALLATION ANCHORS SHALL BE 3 INCHES FROM TRACK EDGE, 12 INCHES OR 8 INCHES MAXIMUM ON 0428.03-D4 DATED 05/28104, AND ATLNC 0224.01-09 AND ATLNC 0224.02-09 DATED 02/26109 AND ASSOCIATED LABORATORY STAMPED CENTER AS REQUIRED BY THE ANCHOR SCHEDULE ON SHEET 7 OF 7. DRAWINGS. 3. MINIMUM EDGE DISTANCE AND EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE STUCCO, FOAM, BRICK VENEER AND SIDING). OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR CONCRETE BLOCK APPLICATIONS, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 3. PANEL MATERIAL: 0.050 3105-1-114 ALUMINUM ALLOY OR 24 GA. (0.023' MIN.) STEEL WITH Fy = 53 KSI AFTER ROLLING, CONFORMING TO ASTM 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S A-446 STRUCTURAL QUALITY STEEL, GRADE C MIN. WITH A G60 MIN. COATING OF GALVANIZED STEEL. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS Le4 ,1% THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 4. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. INSTALLATION ANCHOR COMPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL 5. AT LEAST ONE WARNING NOTE PER OPENING MAY BE PLACED IN A CONSPICUOUS LOCATION ON THE PANEL SYSTEM ADVISING THE THE FOLLOWING PROPERTIES: HOMEOWNER OR TENANT THAT THE PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL PANELS AND FASTENERS ARE INSTALLED AS SHOWN HEREIN AND WARN INSTALLER IN THE SAME MANNER THAT HANDLING PANEL WITHOUT PROTECTIVE GLOVES 6.1. WOOD -MINIMUM SPECIFIC GRAVITY IS 0.42. COULD CAUSE INJURY. 6.2. CONCRETE- MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SHOWN IN ANCHOR. SCHEDULE ON - SHEET 7. _ 6. THE IMPACT PROTECTIVE SYSTEM SHALL BE INSTALLED IN A MANNER TO COMPLETELY COVER THE ENTIRE FENESTRATION.(WALL-- - -6.3.-MASONRV - STRENGTH COMFORMANCE TO ASTM 690. OPENING) IN ALL DIRECTIONS. - - - 7. STORM SHUTTER END CLOSURE: 7. WHEN INSTALLED AS INDICATED, THE PRODUCT HEREIN IS CONSIDERED A NON -POROUS IMPACT PROTECTIVE SYSTEM. 7.1. NON -HIGH VELOCITY HURRICANE ZONE (HVHZ) INSTALLATIONS. FENESTRATION 7.1. WHEN USED OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ), NO MINIMUM SEPARATION FROM THE PROTECTEDFE E S OPTIONAL. 7.1.1. END CLOSURE I ASSEMBLY IS REQUIRED. HOWEVER, THE MANUFACTURER SUGGESTS A MINIMUM SEPARATION OF 1 INCH., THE SEPARATION TABLE 7.2 ZONEHIGH VELOCITY HURRICANE (HVHZ) INSTALLATIONS. SHOWN ON SHEET 6 CAN BE USED TO PROVIDE A SEPARATION DISTANCE IF DESIRED BY THE USER. 7.2.1. STORM SHUTTERS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS. 7.2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), A MINIMUM SEPARATION DISTANCE AS SHOWN IN THE SEPARATION 7.22. ON ANY SIDE OF AN OPENING, THE MAXIMUM SIDE CLEARANCE BETWEEN THE SHUTTER AND A TABLE ON SHEET 6 MEETING THE REQUIREMENTS OF CHAPTER 24 OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL WALL OR INSET SURFACE SHALL BE 1/4 INCH. ANY DISTANCE IN EXCESS OF 114 INCH SHALL BE MAINTAINED. REQUIRE END CLOSURE OR SHUTTER OVERLAP, WHERE APPLICABLE. 7.2.3. SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE 8. THE PRODUCT DESCRIBED HEREIN IS DESIGNED FOR USE AS A IMPACT RESISTANT COVERING DURING PERIODS OF HIGH WINDS. THE SHUTTER AND WALL. STORM PANEL IS TEMPORARY AND REMOVABLE AND NOT INTENDED TO BE A PERMANENT PART OF THE STRUCTURE (ALTHOUGH THE INSTALLATION ANCHORS SHALL REMAIN A PERMANENT PART OF THE STRUCTURE). 9. MAXIMUM PANEL SIZE: SEE CHARTS ON SHEET 6. 10. PANELS MAYBE MOUNTED HORIZONTALLY WHERE APPLICABLE. 11. THE DRAWING SECTIONS HEREIN DEPICT TYPICAL CONCRETE / MASONRY AND WOOD INSTALLATION ANCHORAGE CONNECTIONS. THESE DETAILS MAY BE USED INTERCHANGEABLY AS FIELD CONDITIONS DICTATE. 12. A PERMANENT LABEL IN ACCORDANCE WITH CHAPTER 17 OF THE CURRENT EDITION OF THE FBC AND CHAPTER 6 OF THE CURRENT EDITION OF THE FRC SHALL BE PLACED ON THE IMPACT RESISTANT COVERINGS AND SHALL FACE THE EXTERIOR OR OUTSIDE. TABLE OF CONTENTS REV. SHEET DESCRIPTION GENERAL & INSTALLATION NOTES & ELEVATION VERTICAL SECTIONS R42 VERTICAL SECTIONS VERTICAL & HORIZONTAL SECTIONS COMPONENTS PANEL DP SCHEDULE & SEPARATION SCHEDULE 7 ANCHOR SCHEDULE & EGRESS SHUTTER ASSEMBLY DESIGN PRESSURE RATING (PSF) SEE CHARTS ON SHEET 6 �UIVLIMIIGV rilVlrT --------------------- Q D_ N 0 O ELEVATION ONE FASTENER REQUIRED AT APPROXIMATE YID -POINT OF LAP JOINT, SEE PANEL LAP DETAIL ON SHEET 3 (APPUCABLE LENGTHS AS FOLLOWS: 24 GA STEEL GREATER THAN 114' AND 0.05D' ALUMINUM GREATER THAN 120' 'o m 0: W o xm Wo N LL U Wei ¢O O o0 t w� o ama w EL7W ON U Robert J. Amoroso Florida P.E. No. 49752 ;.t IAMESr4 1* ` q, . No 49752 .O crz I=9s STATE OF SWY (ti1..,......_.._.. _..,....._ ........_........... PTC Product Design Group, LLC P.O. Box 520776 Longwood, FL 32752-0775 FEPE Ced. of Au0u4udm NO. Z935 1/4%20 MALE PANELMTE W/ WINGNUT 12-IrZ' O.C. EXISTING CONCRETE MASONRY OR WOOD + STRUCTURE * EDGE DIST. ° I I EXISTING CONCRETE EDGE MASONRY OR WOOD DIST. STRUCTURE SEEANCHOR SCHEDULE ON SHEET FOR REQUIREMENTS EMS I I � u4L I -•yam.• EXISTING CONCRETE MASONRY OR Wt'V�, STRUCTUREED I I SCHEDULE ON SHEET FOR REQUIREMENTS 1/4'-20X 12• MACHINE BOLT rE. NUT 12-12' O.0 m N •,y g m m K O Z N LL w0 W fZ p F"Z W U $ O a a a1= W �a N U g6 114'-20 WINGNUT 0• 12-12' O.C. 12 N 0 EXISTING CONCRETE OR I I I WINGNUTRACK2 12' O.C. / MASONRY STRUCTURE I I $ B EXISTING CONCRETE I EXISTING CONCRETE � MASONRY OR WOOD - ®� U W y ..�q,;•�.� MASONRY E WOOD .:ram STRUCTURE Y'i'� ' �L iyt;, STRUCTURE Z t EDGE ••'-^ _ ' .- .- ,.p �Zo dz V1 OIST. i% EMS t n.� •i.'�^r ;C..� = O N EDGE •, f.•.' a Z � 0. 1!4'-20X lr UQ FQ t SEE-ANCHORCHED ON n EDGE DIST• SEE ANCHOR ° Np% MACHINE BOLT m Q U -EMB PO4' 20 SIDEWALK BOLT 12-12' O.C. SSHEET 7 FOR VERTICAL SECTION SCHEDULE ON 3 NUT 12-12' O.0 W n SEQUIRE E * Z N Q— W REQUIREMENTS DIRECT MOUNT N d N> VERTICAL SECTION REQUIREMENTS EMB CaJ ^ _ DIRECT MOUNT VERTICAL SECTION z _ I SEE ANCHOR SEE ANCHOR EXISTING CONCRETE * SCHEDULE ON SHEET 7 t SCHEDULE ON BUILD -OUT MOUNT MASONRY OR WOOD EMS �--• FOR REQUIREMENTS EXISTING CONCRETE SHEET 7 FOR SEEANCHOR t SCHEDULE ON STRUCTURE © 114'-20 TRACK BOLT W/ MASONRY OR WOOD EMB I-�— REQUIREMENTS WINGNUT 12-12' O.C. MASONRY Y OR WOO CONCRETE SHEET 7 FOR EMB•+-- REQUIREMENTS STRUCTURE t EDGE ° EDGE GISb T. �.ry * DIST. EDGE 'v •�_ {�:kV•-� T DIST v s• ` oroso Robert J. Am ?•' �, • t h••; .7;Vi �� tdPi Florida P.E No. 40752 I I veal I PN41 ,O�jQty�GENyF �9GJ' Q: Na 49762 :09 * 3dJy ¢= I EXISTING CONCRETE MASONRY OR WOO I I °�•`.r8/ONA�E�:�`� STRUCTURE EXISTING CONCRETE ��ryU1LLILL EXISTING CONCRETE I :� ••,k MASONRY O WOOD 1/4'-20 TRACK BOLT W/ `�, MASONRY OR WOOD v e 7 ,�;='y.+?' �?:`�.�� STRUCTURE STRUCTURE I WINGNUT I2-12'O.C. ; c ; `i 1/4'-20 TRACK BOLTW/ EDGE V ••y `' ;.; :^,r;' _ WINGNUT 12-12' O.C. t DIST. EDGE IFTC Product Design Group, LLC DST. `~ P.O. Box 52DT75 * EDGE ';j,••` ° ,:�' ':• Longwoo4 FL 32752A775 DIET.L RIPE GrL 0 Au ,ft.tbe NO.25995 SEEANCHOR ° -'4• SEEANCHOR $"^ SEE ANCHOR "'• SS CHEDULE ON IS �•�— 1/4'-20 MALE PANELMATE W/ SCHEDULE ON t SCHEDULE ON 1N�' © SHEET 7 FOR WINGNUT I2-1/P O.C. SHEETFOR SHEET 7 FOR REQUIREMENTS VERTICAL SECTION REQUIREMENTS EMS t REQUIREMENTS EME DIRECT MOUNT SEE ANCHOR SCHEDULE VERTICAL SECTION t VERTICAL SECTION SHEET 7 BUILD -OUT MOUNT D1REL,T MOUNT EXISTING CONCRETE • ©Q® 0@0 MASONRY OR WOOD EMB �-- STRUCTURE 1/4%20 TRACK BOLT W/ „ - WINGNUi 12-12" O.C. <• :. t EDGE °a .,i•? DIST. .'' -1 a, �.,u ���•� SEEANCHOR SCHEDULE ON SHEET FOR REQUIREMENTS iI 1 ANGLE TO WALL PANEL TO ANGLE VERTICAL SECTION WALL MOUNT tu,.. EXISTING CONCRETE DIST. MASONRY OR WOO STRUCTURE v + EMB._ •-- - SEEANCHOR SCHEDULE ON SHEET 7 FOR REQUIREMENTS 1/4'-20 WINGN 12-12' O.C. VERTICAL SECTION TRAP MOUND * SEE ANCHOR SCHEDULE SHEET7 e * EMBEDMENT INTO STRUCTURE m IN ACCORDANCE WITH THIS DRAWING SEE ANCHORO rn �2-MAK SCCHEDULHEDULE 4 EXISTING CONCRETE SHEET FOR 9 � MASONRY OR WOOD a ' REQUIREMENTS to U STRUCTURE t0 O m LL W W O STAND-OFF MADE OF 118' ALUMINUM • Z O U) K o PIPE, 6061 TB (.2691D X.405 OD) OR V - ' V I—N < (W7 ROUND STRUCTURAL STEEL TUBING, Ul W Z H Z PAINTED (7116' OD W/.065• THICK WALL) O O � w Q PAIQI. F 0 N CL 7 O W O U m Q z NONSTRUCTURAL FINISH MATERIAL (BRICK WOOD, STUCCO, STYROFOAM OR OTHER)IN i BRICK USE MORTAR JOINTS WHERE POSSIBLE 9� 114'-20 TRACK BOLT W/ WINGNUT 12-1Z O.C. 'a • U- � Z oo= S o O � SEEANCHOR SCHEDULE ON SHEET 7 FOR- REQUIREMENTSa-W IMF- * EMBEDMENT STRUCTURE— �TMAX. NOTE: � ZLL �W Z -INTO IN ACCORDANCE WITH— STAND-OFF MADE OF H' to to gg 5 �' THIS DRAWING WOOD, STAINLESS STEEL 0O Z m U Q WASHERS OR PVC PIPE VERTIwnA MOUECTION MAY BE ALUMINUM OR STEEL PIPE lU `ate UJ NT a�a U . => 7/B' 7N' � 1 EQ. EQ. WOOD ROOF TRUSS (3) 1/4' LAG BOLTS OR FRAMING MEMBER 24' O.C. SHALL BE PERPENDICULAR TO PANELFACE I'm 'A Robert J. Amoroso Florida P.E. No. 49752 ME STUCCO FINISH OR PLYWOOD SOFFIT i14 X314'TEK 6CREW P qr f Na_ 49752 :�O C *: J 3�)7 .k 3'X1/4'CONT. ALUM. BETWEEN TRUSSES �•O._ T :a1 =y• STATE OF PLATE E PLATE �ND �.�(v'.�� O R %�''p�2�.� TO NEXT TRUSS IF HEADER ENDS MORE ���pB�ONA THAN 12" BEYOND LAST PuaL TRUSS ' PTC Product Design Group, LLC P.O. Bo: 520775 Long—d, FL 32752-U775 F9PEG el Aatl floeNO.25935 VERTICAL SECTION SOFFIT CONNECTION SEEANCHOR EXISTING CONCRETE + SCHEDULE ON SHEET7 FOR MASONRY OR WOOD EMB REQUIREMENTS STRUCTURE JW-20 X 12' MACHINE BOLT > © & NUT 12-12' O.0 114'-20 WINGNUT + EDGE 12-lfr O.C. DIST. PAr4L I i VERTICAL SECTION BUILD -OUT MOUNT + EXISTING CONCRETE EDGED MASONRY OR WOOD DIST. I STRUCTURE 4✓r v P + EMB. I 1I4'-20 WINGNUT —12 SEEANCHOR �� SCHEDULE ON �- SHEET 7 FOR REQUIREMENTS if 6 I VERTICAL SECTION DIRECT MOUNT ` CONCRETE, MASONRY OR WOOD ANCHORS (SEE ANCHOR SCHEDULE ON -- SHEET 7) �� ..........-..,. 1 PANEL 1v- CONCRETE, MASONRY OR WOOD WALL HORIZONTAL SECTION END CLOSURE (SEE INSTALLATION NOTE 7 ON SIDiET 1) SEEANCHOR SCHEDULE ON SHEET7FOR EXISTING CONCRETE + REQUIREMENTS MASONRY OR WOO EMB STRUCTURE v lea + EDGES ^.r.. DIST y' I PANEL I VERTICAL SECTION BUILD -OUT MOUNT IW-20 SIDEWALK BOLT W/ 1!4'-20 WINGNUT A MIDSPAN OF PANUT PANEL HORIZONTAL SECTION PANELLAP CONCRETE, MASONRY OR WOOD WALL PANEL PANEL— 1/4- 0 BOLT AT 24- OC WITH JACKNUT HORIZONTAL SECTION END CLOSURE (SEE INSTALLATION NOTE 7 ON SHIFT 1) 1A4'-20 TRACK BOLT Wl WINGNUT 12-10 O.C. CONCRETE, MASONRY OR WOOD WALL + SEE ANCHOR SCHEDULE SHEET 7 INCRETE, MASONRY I WOOD ANCHORS EE ANCHOR O ui v $ ON LL w o IEEE 7�HEDULE a 6w P H 0 f LL Z w p z o o w Yi CONCRETE, MASONRY OR w EL o y WOOD WALL Q- w q HORIZONTAL SECTION END (MOSURE (SEE INSTALLATION NOTE 7 ON SHEET I) CONCRETE, MASONRY OR WOOD ANCHORS (SEE ANCHOR ..: SCHEDULE ON SHEET 7) CONCRETE, '~ SONRY OR J 0'7` IOOD WALL PANEL--' HORIZONTAL SECTION END CLOSURE (SEE INSTALLATION NOTE 7 ON SHEET I) ogjZ wz,E x z PANEL PANEL � 4.000' ova ov4BIAP (AT MAX. SEPARATION) (AT MIN. SEPARATION) HORIZONTAL SECTION END CLOSURE (SEE INSTALLATION NOTE 7 ON SHEET I) g � G LL Can. o o = v z Jos LL w F- ZU F N Q w J Z l Q. w Q Co. — 0.ZLLoz �H O UO y0< Q. EL =U a =� tr > t w 2 CONCRETE,' RobertJ. Amoroso -MASONRY OR Radde P.E. No. 49752 WOOD WALL `ppmlya� �Q .<�PMES �1,T�AiG. �, r�,\GENBF OqG� i ot:. No 407S2 q3d)�,+: STATE OF 117 NA„EN���� FTC Product Design Group, LLC P.O. Box 520775 LongH d, FL 32752-OT75 FBPE Ce2 0l AUNo4mlbn N0.259]5 m < � °' a rn o S]I]' a2u' �1 Q O in N LL W wa' 0A91' 0.031' aom I fit• T or FF-- 0 c a 0 Q ILL 0:a �F 8 oacr a b$ aow- Wont a IL � �^ aosl• 2.oro' foOD aw p- 7 w 0 m g r HEADER 1' BUILD -OUT 'H' HEADER 2 6083-T6 AwYINl1Y 2' BUILD-OUi 'H' HEADER 'U' HEADER 5 6063-T6 ALUYINUY B TRACK 6083-TB AL.UYINUY 7 1' BUILD -OUT "F' TRACK boss -is AwulNuu 2' BUILD -OUT 'F' TRACK B (j o a m = N •,I'j 1 6063-Te AwYINUY soes-rs AwuwvY 'F' 3 6083-T6 AWYINUY 9 3' BUILD -OUT TRACK U. Z n 3' BUILD-OUi 'H' HEADER 6083-T6 AU'f �F n Q LJ 6063-T6 AwYwUY J Z � ZQ W.0 R m.Z a a.� V1 -Z- _m_ aZLLOw - —_ - _ o]2s• p a126' O Z m woQ�v <nD U - 02 Q N > T L a .2W ANGLE ANGLE 12 ANGLE 6o63-Te ALUYINUY 13 6os3-rs ALwwuYaess- 14 CORNER PANEL 11 ��_T6 AwNN.. SEE GENERAL NOTE 3, SHEEf 1 Robert J. Amoroso Florida P.E. No. 49752 1.227" 1/8"MIN. ALL STUDS 1/4"-20 (TYP pnnnup� gyp`` �PMES n�i . < ........ qMp'. 1.231" ANGLES STUDDED IN SHORT LEG ONLY 0.573" 2.566" —.{I 11 *:-oare�7� 12 �1/4" 13 9. STATE OF 7 °oF r5 c R��' r�2�,• 1/4-20 X 3/4" 18.8 r 00 STAINLESS STEEL KNURLED ALL THESE ANGLES STUDS 12-1/2" O.C. MAY BE STUDDED MAY BE INSTALLED IN REVERSE DIRECTION PTC Product Design Group, LLC P.D. Box 520775 Longvmod, FL 32752-0775 FSPE Goa. of AUAo4mftn NO.2SUS 12.500" I OPTIONAL LEG 0 ANCHOR MOUNTING HOLES 14.876" STUDDED ANGLE DETAIL LOCATED ON EITHER ADDED ANGLE ZEE OR FLAT BAR HORIZONTAL OR VERTICAL LEG, SEE MFG. DETAILS PANEL DP TABLE PANEL DP TABLE NOTES: L ENTER PANEL DP TABLE WITH POSITIVE AND NEGATIVE DESIGN LOAD TO DETERMINE MAX. LENGTH. POSITIVE LOADS LESS THAN NEGATIVE LOADS ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION TO DETERMINE ALLOWABLE DESIGN PRESSURE BASED ON INSTALLED PANEL LENGTH. 0.050" Aluminum Design Pressure Max. Panel Length (L) (in) Panel Length Range (L) (in) Mid -Point Fastener Required per Elevation Positive Negative 28 28 144 from 138 to 144 yes 31 31 138 from 132 to 138 yes 34 34 132 from 126 to 132 yes 37 37 126 from 120 to 126 yes 40 40 120xfrom56to72 14 to 120 no 43 43 1148 to 114 no 46 46 1086 to 108 no 47 47 1062 to 106 no 49 49 1026 to 102 no 52 52 960 to 96 no 55 65 -90-84-to 90- - no 58 58 8478 to 84 no 61 61 7872 to 78 no 64 64 7256 to 72 no 72 72 56 1 from 43 to 56 no 79 1 79 43 1 0 to 43 no 24Ga. Galvanized Steel Design Pressure Max.th (L) Panel Leng'gth Panel Length Panel Range (L) (in) Fastener Required per Elevation Positive Negative 25 28 144 from 138 to 144 yes 27 29 138 from 132 to 138 yes 29 31 132 from 126 to 132 yes 31 32 126 from 120 to 126 yes 33 34 120 from 114 to 120 yes 35 35 114 from 108 to 114 no 37 38 108 from 106 to 108 no 38 39 106 fmm 102 to 106 no 39 41 102 from 96 to 102 no 41 44 96 from 90 to 96 no 43 47 90 from 84 to 90 no 45 50 84 from 78 to 84 no 47 53 78 from 72 to 78 no 49 56 72 from 56 to 72 no 54 64 56 from 43 to 56 no 59 71 43 0 to 43 no PANEL SEPARATION TABLE SEPARATION REQUIREMENTS- WIND ZONES 1, 2,3 AND 4 NOT INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) 1. REQUIRED (MANDATORY) SEPARATION REQUIREMENTS: 1.1. PER ASTM E3996-02 UNDER WHICH THIS PRODUCT WAS TESTED AND APPROVED IN THIS PRODUCTAPPROVAL DOCUMENT AND IN ACCORDANCE WITH THE CURRENT EDITION FLORIDA BUILDING CODE, ONLY POROUS SHUTTER ASSEMBLIES REQUIRE SEPARATION OF THE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT. 1.2. THIS PRODUCT IS A NON -POROUS SHUTTER ASSEMBLY. THEREFORE SEPARATION IS NOT REQUIRED BY A57M E1996-02 AS ADOPTED BY THE CURRENT EDITION FLORIDA BUILDING CODE 1.3. THE MANUFACTURER RECOMMENDS THE USER MAINTAIN A NON -MANDATORY MINIMUM I INCH SEPARATION. 1.4. SEE ITEM 2 BELOW FOR NON -MANDATORY SEPARATION REQUIREMENTS THAT MAYBE EMPLOYED FOR WIND ZONES 1, 2,3 AND 4 NOT INCLUDING 2. NON -MANDATORY SEPARATION REQUIREMENTS DERIVED FROM ASTM E1996-09: 2.L THIS PRODUCT IS NOTTESTED OR APPROVED FOR ASTM E1996-09, THEREFORE THE FOLLOWING IS FOR GUIDANCE ONLY AND IS NON -MANDATORY TO THIS APPROVAL 2.1.1. THIS PRODUCT WAS TESTED FOR WIND ZONES I THROUGH 4, MISSILE LEVEL D. 2.1.2. FOR NON ESSENTIAL FACILITIES(I.E. BASIC PROTECTION), SEPARATION OF THE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS NOT REQUIRED. 2.1.2.1. THE MANUFACTURER RECOMMENDS THE USER MAINTAIN A NON -MANDATORY MINIMUM I INCH SEPARATION. 2.1.3. FOR ESSENTIAL FACILITIES, SEPARATION OF THE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS REQUIRED FOR THE FOLLOWING. 2.1.3.1. FOR ASSEMBLY HEIGHTS <30 FT. IN WIND ZONES I AND 2, THE SEPARATION TABLE BELOW CAN BE USED. 2.1.3.2. FOR ASSEMBLY HEIGHTS<30 Fr. IN WIND ZONES 3 AND 4, THIS PRODUCT DOES NOT MEETASTM E3996-09 REQUIREMENTS. 2.1.3.3. FOR ASSEMBLY HEIGHTS 530 FT. IN WIND ZONES I THROUGH 4, THE SEPARA77ON TABLE BELOW CAN BE USED. 2.2. SEE SEPARATION TABLE BELOW FOR NON -MANDATORY SEPARATION REQUIREMENTS THAT MAY BE EMPLOYED. SEPARATION REQUIREMENTS - HIGH VELOCITY HURRICANE ZONE (HVHZ) L PER THE CURRENT EDITION FLORIDA BUILDING CODE, -CHAPTER 24 AND THE CURRENT EDITION FLORIDA RESIDENTIAL CODE, CHAPTER 44, THE - - STORM SHUTTER SHALL BE DESIGNED AND CONSTRUCTED TO INSURE A MINIMUM OF I INCH(2S MM) SEPARATION AT MAXIMUM DEFLECTION. 2. THE SEPARATION TABLE BELOW SHALL BE USED TO ASCERTAIN MINIMUM SEPARATION IS MAINTAINED MEETING THESE REQUIREMENTS. 0.050" Aluminum Max. Panel Length (L) (in) Minimum Separation Distance (in) 144 5.703 138 5.625 132 5.547 126 5.469 120 5.391 114 5.328 108 5.266 106 6.245 102 5.203 96 5.141 90 5.078 84 5.016 78 4.963 72 4.913 56 4.779 43 4.671 NOTE FOR SEPARATION TABLE: 24 Ga. Galvanized Steel Max. Panel Length (L) (In) Minimum Separation Distance (in) 144 5.625 138 5.594 132 5.563 126 5.531 120 5.500 114 5.469 108 5.438 106 5.427 102 5.406 96 5.375 90 5.344 84 5.313 78 5.281 72 5.250 56 5.167 43 5.099 1. THIS TABLE'S SEPARATION DISTANCE REQUIREMENTS ENVELOPE THAT REQUIRED BYASTM E1996 AND THE CURRENT EDITION FLORIDA BUILDING CODE, CHAPTER 24 AND THE CURRENT EDITION FLORIDA RESIDENTIAL CODE, CHAPTER 44. 4 8 m a xm Z0 b N LL w 0 F_ OF o Q W 0 N LL 0w Fw Z I-Z 20 0 ao �a R 0. �W on U I-> MIDg En Zm 0< a�aw o¢ �O .N� o j M x3 I a 0 w EL Robert J. Arnorusa Fledda P.F- No. 49752 opMES 41""• o�4Q`,�V\GENSF C: Na, 49762 .9; STATE OF =�• *,W: 'OAF {.4 O R 1� •••Sp�ONA� �Np;: PTC Product Design Group, LLC P.O. Box 520775 LongmoeL FL 32752-OT75 FBPEC of Auftnm eNO.25935 r