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HomeMy WebLinkAboutProduct Approval Shutters8/30/2016 Florida Building Code Online 'y+ IM Vh7 AI yqY Proes 10ll�guato'in; ._� 4..�i'..ff•,,.�ae':�ws...x-.a4v�7 .:+'.� R6pk flDidBDBP¢QltSia5iOG1SCON7AC'I'QB@R; Florida P r Ind IN Product Approval t}p USER: Public User dt Product Aooroval Menu > Application Detail 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 �F_El:1 2_9 =R1 .. ,+.=.ra .1. Revision 2014 Approved 0 Hurricane Storm Panel MFG. Inc. 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 (321) 409-2900 aarongallagher428@yahoo.com Aaron Gallagher. aarongallagher428@ F COP'" ii 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 Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer qJ' Evaluation Report - Hardcopy Received Robert J. Amoruso, P.E. PE-49752 National Accreditation and Management Institute 12/31/2016 Charles A. Pagen P. E., Ph. D. Fenestration Technology G6 Validation Checklist - Hardcopy Received FL16293 R1 COI CofI 2210 Rev1 415-0109 HSPM0001 ss odf N Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1886 1997 ASTM E1996 2002 ASTM E330 2002 ASTM E330 1997 i TAS 201 1994 TAS 202 1994 https:/Avww.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgsNc735fObMipnGWmdGLpDPFotbgSQmfR3bK°/alb%2f5PDun6w%3d%3d 1/2 8/30/2016 Florida Building Code Online TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Licensed Professional Engineer or Architect FL16293 RI Eauiv EER 2210 Revl 413-0303 HSPM0001 ss.Ddf Method 1 Option D 04/30/2015 05/04/2015 05/14/2015 08/19/2015 FL * Model, Number or Name Description 16293.1 HVHZ Impact Storm Panel HVHZ Impact Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16293 RI II HSPM0001 RevB.Ddf Approved for use outside HVHZ: Yes Verified By: Robert J. 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 R3 AE PER 2210 Revl 415- 0109 HSPM0001 ss.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Flodda is an AA/EEO employer. Copyright 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail 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), Flodda 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 dick here . Product Approval Accepts: eCtiect Credit Card Safe https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsNc735fObMipnGWmdGLpDPFotbgSQmfR3bK%2b%2f5PDun6w%3d%3d 212 HURRICANE STORM PANEL MANUFACTURING HYHZIMPACT STORM PANEL GENERAL NOTES: I1VSTAL1ATI0NANCH0RAGE DETAILS 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 (O.C.) ANCHOR SPACING. 1.1. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT # ATLNC 0428.01-04 AND ATLNC 0428.03-04 DATED 05/28/04, AND ATLNC 0224.01-09 AND ATLNC 0224.02-09 DATED 02/25/09 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 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 A-446 STRUCTURAL QUALITY STEEL, GRADE C MIN. WITH A G60 MIN. COATING OF GALVANIZED STEEL. 4. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 5. AT LEAST ONE WARNING NOTE PER OPENING MAY BE PLACED IN A CONSPICUOUS LOCATION ON THE PANEL SYSTEM ADVISING THE 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 COULD CAUSE INJURY. 6. THE IMPACT PROTECTIVE SYSTEM SHALL BE INSTALLED IN A MANNER TO COMPLETELY COVER THE ENTIRE FENESTRATION (WALL OPENING) IN ALL DIRECTIONS. 7. WHEN INSTALLED AS INDICA TED, THE PRODUCT HEREIN IS CONSIDERED ANON -POROUS IMPACT PROTECTIVE SYSTEM. 7.1. WHEN USED OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ), NO MINIMUM SEPARATION FROM THE PROTECTED FENESTRATION ASSEMBLY IS REQUIRED. HOWEVER, ,THE MANUFACTURER SUGGESTS A MINIMUM SEPARATION OF 1 INCH., THE SEPARATION TABLE SHOWN ON SHEET 6 CAN BE USED TO PROVIDE A SEPARATION DISTANCE IF DESIRED BY THE USER. 7.2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), A MINIMUM SEPARATION DISTANCE AS SHOWN IN THE SEPARATION TABLE ON SHEET 6 MEETING THE REQUIREMENTS OF CHAPTER 24 OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL BE MAINTAINED. 8. THE PRODUCT DESCRIBED HEREIN IS DESIGNED FOR USE AS A IMPACT RESISTANT COVERING DURING PERIODS OF HIGH WINDS. THE 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 MAY BE 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 SHEET REV. SHEET DESCRIPTION 1 GENERAL & INSTALLATION NOTES & ELEVATION 2 VERTICAL SECTIONS 3 - VERTICAL SECTIONS 4 - VERTICAL & HORIZONTAL SECTIONS 5 COMPONENTS 6 PANEL OP SCHEDULE & SEPARATION SCHEDULE 7 ANCHOR SCHEDULE &EGRESS SHUTTER AS MBLY DESIGN PRESSURE RATING (PSF) SEE CHARTS ON SHEET 6 2. INSTALLATION ANCHORS SHALL BE 3 INCHES FROM TRACK EDGE, 12 INCHES OR 8 INCHES MAXIMUM ON CENTER AS REQUIRED BY THE ANCHOR SCHEDULE ON SHEET 7 OF 7. 3. MINIMUM EDGE DISTANCE AND EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). 4. FOR CONCRETE BLOCK APPLICATIONS, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 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 BY THE ANCHOR MANUFACTURER. 6. INSTALLATION ANCHOR COMPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 6.1. WOOD -MINIMUM SPECIFIC GRAVITY IS 0.42. 6.2. CONCRETE'- MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SHOWN IN ANCHOR SCHEDULE ON SHEET 7. 6.3. MASONRY - STRENGTH COMFORMANCE TO ASTM C-90. 7. STORM SHUTTER END CLOSURE: 7.1. NON -HIGH VELOCITY HURRICANE ZONE (HVHZ) INSTALLATIONS. 7.1.1. END CLOSURE IS OPTIONAL. 7.2. HIGH VELOCITY HURRICANE ZONE (HVHZ) INSTALLATIONS. 7.2.1. STORM SHUTTERS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS. 7.2.2. ON ANY SIDE OF AN OPENING, THE MAXIMUM SIDE CLEARANCE BETWEEN THE SHUTTER AND A WALL OR INSET SURFACE SHALL BE 1/4 INCH. ANY DISTANCE IN EXCESS OF 1/4 INCH SHALL 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 SHUTTERAND WALL. -UIVLIMIICU WIUI .( Z d N X Of 0 ELEVATION ONE FASTENER REOUIRED AT APPROMMATE MID -POINT OF LAP JOINT, SEE PANEL LAP DETAIL ON SHEET 3 -(APPUCABLE LENGTHS AS FOLLOWS: 24 GA STEEL GREATER THAN 114' AND 0.050' ALUMINUM GREATER, THAN 120' Robert J. Amoruso Florida P.E. No. 49752 ��7, 1No 49752 •:�O 3 C> �. 1 1ONA� E�i�' PTC Product Design Group, LLC P.O. Boa 520775 Longwood, FL 32752-0775 FBPE f of AUNadm9m NO.2593S 1/4"-20 MALE PANELMATE WI WINGNUT 12-12" O.C. EXISTING CONCRETE MASONRY OR WOOD i STRUCTURE EXISTING CONCRETE EDGE L� MASONRY OR WOOD DIST. I STRUCTURE SEE ANCHOR EMB SCHEDULE ON •"` SHEET7 FOR REQUIREMENTS EXISTING CONCRETE MASONRY OR WOOD STRUCTURE EMB ' * EDGE V a DIST SCHEDULE ON SHEET FOR REQUIREMENTS 1/4"-20X1? MACHINE BOLT //-8 NUT 12-10 O.0 'c 12-12" O.C. EXISTING CONCRETE OR MASONRY STRUCTURE EXISTING CONCRETE EXISTING CONCRETE :. MASONRY OR WOOD MASONRY OR WOOD STRUCTURE STRUCTURE * EDGE DIST. a°' +"l EMB EDGE . ... _ DIST. _ * SEE ANCHOR ° a.. v * - 1/4"-20X 12" EDGE DIST. MACHINE BOLT EMB �-- POWERS CALK -IN W/ SCHEDULE ON SEE ANCHOR 8 NUT 12-12" O.0 1/4"-20 SIDEWALK BOLT I2-12"D.C. SHEET FOR VERTICAL SECTION SCHEDULE ON ° REQUIREMENTS DIRECT MOUNT SHEET7 FOR * T VERTICAL SECTION R SEE ANCHOR REQUIREMENTS Ems VERTICAL SECTION DIRECT MOUNT SEEANCHO EXISTING CONCRETE * SCHEDULE ON SHEET * SCHEDULE ON BUILD -OUT MOUNT MASONRY OR WOOD EMB �— FOR REQUIREMENTS EXISTING CONCRETE SHEET 7 FOR SEE ANCHOR STRUCTURE 1/4"-20 TRACK BOLTO.C. W/ EXISTING CONCRETE MASONRY OR WOOD EMB �-- REQUIREMENTS * SCHEDULE ON WINGNUT 12-12" ©- STRUCTURE tQ SHEET7FOR MASONRY OR WOOD EMB �- REQUIREMENTS _ STRUCTURE * EDGE ° ' ST. EDGE DIr ' DIST. _ •, ° _ . * EDGE a - PANEL PANEL PAra fig tl d� EXISTING CONCRETE MASONRY OR WOOD STRUCTURE EXISTING CONCRETE EXISTING CONCRETE ._ -,. MASONRY OR WOOD e 6 MASONRY OR WOOD 1/4'-20 TRACK BOLT W/ STRUCTURE STRUCTURE WINGNUT I2-12'O.C. t• * EDGE DIST. * EDGE * EDGE ° DIST. DIST. -'q SEE ANCHOR SCHEDULE ON IIF_ SEEANCHOR SEEANCHOR �i`1' © SHEET7 FOR EMB WMGNIMALEP2"ELMATE W/ SCHEDULE ON SCHEDULE ON M REQUIREMENTS SHEET7 FOR VERTICAL SECTION * REQUIREMENTS SHEET7 FOR � EMB�►— REQUIREMENTS EMB * DIRECT MOUNT SEE ANCHOR VERTICAL SECTION SHEET 7 BUILD -OUT MOUNT VERTICAL SECTION DIRECT MOUNT n O Z m 'off w0 'm U Oo Q W `-Z �z W 0 D O W U of 0- �W ON 1/4"-20 TRACK BOLT W/ WINGNUT 12-12" O.C. J Z J Z o d Z WDN �Q Q F m aZLL OW E Z .. U) y I. corn OZm QU y o < d F LLI Q Q- N> U _ � 2 � I 2 � i I F Robert J. Amoroso Florida P.E. No. 49752 „IsIll IIIyA1 �p`t DAMES _�oOGQiy�GENg�.a�QGJr Cr, 1No 49752 ' O *e A1 qL � go�153*' STATE OF :W G4 O Ri�IL?�2�� 4"-20 TRACK BOLT W/ WINGNUT 12-12" O.C. PTC Product Design Group, LLC P.O. BU 520775 Longwood, FL 32752-0775 .. Gn of AWmNadon N0.25935 EXISTING CONCRETE MASONRY OR WOOD STRUCTURE * SEEANCHOR SCHEDULE ON SHEET FOR REQUIREMENT: EMB 1 1/4'-20 TRACK BOLT W/ WINGNUT 12-11T O.C. Y:^ _ a;i:�;: � t•i �B III PANEL TO ANGLE ANGLE TO WALL VERTICAL SECTION WALL MOUNT roue EXISTING CONCRETE DIST. MASONRY OR WOOD STRUCTURE * EMB. .c%r; SEEANCHOR t SCHEDULE ON SHEET FOR REQUIREMENTS 1/4'-20 WINGNUT 12-1/2"O.C. VERTICAL SECTION TRAP MOUNT SEEANCHOR SCHEDULE SHEET7 * EMBEDMENT INTO STRUCTURE IN ACCORDANCE WITH THIS DRAWING SEE ANCHOR m m Ix m - �2'MAX SCHEDULE ON 0 23 v a OR EXISTING COwl O m MASONRY ORENTS c STRUCTURE Of OZ � Zof WO STAND-OFF MADE OF I/S"ALUMINUMO,-. yIrPIPE, 6D61-T6(.2691D X.4050D)ORF— NLL W ROUND STRUCTURAL STEEL TUBING, W. iPAINTED (7l1G OD W/.065"THICK WALL)O w U d = W Qm NONSTRUCTURAL FINISH MATERIAL (BRICK, WOOD, STUCCO, STYROFOAM OR OTHER) IN a BRICK USE MORTAR JOINTS WHERE POSSIBLE LE TRACK BOLT W/ r IWINGNU-T 12-11T O.C. .. OLL Oa o z = a7 z a v ' 1; w SEE ANCHOR p SCHEDULE ON SHEET 7 FOR u * REQUIREMENTS EMBEDMENT INTO STRUCTURE �2'MAX. IN ACCORDANCE WITH THIS DRAWING NOTE STAND-OFF MADE OF WOOD, STAINLESS STEEL WASHERS OR PVC PIPE LL , � F to W Z a Uj M d Z LL H- } Z m F — Z Q fn O. ZZ H W U) V Q U Q > gg 6 N z m Ha VERTICAL SECTION MAY BE SUBSITUTED FOR In < Q W ALLM OUNT ALUMINUM OR STEEL PE LU Z o aQ W ,�=> 7/5' 7/6' 1 WOOD ROOF TRUSS EQ. EQ. OR FRAMING MEMBER SHALL BE (3) 1/4" LAG BOLTS 24" O.C. o. I PERPENDICULAR TO PANELFACE RobertJ. Amoroso Florida P.E. No. 49752 jPMES R y�', �.�5 STUCCO FINISH OR Nr No 49752 :Po PLYWOOD SOFFIT #14 X 3/4'TEK SCREW — 3'X 1l4'CONT. ALUM. BETWEEN PLATE. EXTEND PLATE TRUSSES 7 �9'. STATE OF TO T TRUSS 'o��is70NA1-EaO\?�` IF HEADER ENDS MORE THAN 12' BEYOND LAST P/JIEL TRUSS w R VERTQICAL SECCTION PTC Product Design Group, LLC I P.O. Box 520775 Longwood, FL32752-O 75 FBPE Cen. of AWadraEon NO.159�5 SEEANCHOR SCHEDULE ON EXISTING CONCRETE w SHEET FOR MASONRY OR WOOD EMB r— REQUIREMENTS STRUCTURE /4"-20 X IR" ® MACHINE BOLT < & NUT 12-12" WI O.0 IW-20 NGNUT * EDGE 12-10O.C. DISTTT. I VERTICAL SECTION ' BUILD -OUT MOUNT * EXISTING CONCRETE EDGEI,� MASONRY OR WOOD DIST. I STRUCTURE ' P e�N v * EMB. 1/4"-20 WINGNUT T _- 12-1re O.C. SEE ANCHOR 11 SCHEDULE ON SHEET 7 FOR PAnE1 REQUIREMENTS ref VERTICAL SECTION DIRECT MOUNT CONCRETE, MASONRY OR WOOD ANCHORS ONCRETE, ASONRY OR JOOD WALL HORIZONTAL SECTION END CLOSURE (SEE INSTALLATION NOTE 7 ON SHEET Q EXISTING CONCRETE MASONRY OR WOOD EM STRUCTURE v * EDGE DIST. CONCRETE, MASONRY OR WOOD WALL SEEANCHOR SCHEDULE ON SHEET FOR I P WELd u I �. VERTICAL SECTION BUQA-0UT MOUNT 1/4"-20 SIDEWALK BOLT W/ 1/4°-20 WINGNUTA MIDSPAN OF PANEL PANEL HORIZONTAL SECTION PANEL LAP PANEL PANEL — 1/4° 0 BOLT AT 24" OC WIN JACKNUT HORIZONTAL SECTION END CLOSURE (SEE INSTALLATION NOTE 7 ON SHEET I) 1W-20 TRACK BOLT W/ WINGNUT 12-10 O.C. CONCRETE, MASONRY OR WOOD WALL * SEE ANCHOR SCHEDULE SHEET7 HORIZONTAL SECTION END CLOSURE (SEE INSTALLATION NOTE 7 ON SHEET I) CONCRETE, MASONRY OR WOOD ANCHORS (SEE ANCHOR SCHEDULE ON SHEET 7) CONCRETE, MASONRY OR 0.7, WOOD WALL INCRETE, MASONRY WOOD ANCHORS EE ANCHOR o p u1 n c v O HEDULE ON LL w O EET 7) H �o Qw W F Z Z 0 CONCRETE, 4 0 wU MASONRY OR Of O_ a S o: w WOOD WALL w U ALTERNATE LEG LOCATION PANEL HORIZONTAL SECTION END CLOSURE (SEE INSTALLATION NOTE 7 ON SHEET I) oj= NON O z C w oz PANEL IANEL W U O = 4.ODW 1.00p' YOL QIBOIP YOL "AP (AT MAX. SEPARATION) (AT MIN. SEPARATION) HORIZONTAL SECTION END CLOSURE (SEE INSTALLATION NOTE 7 ON SHEET 1) Z2 c r a 0 oz= v z z O LL Wzo F �)=nQW J z 0 O U y z' M wF r m z z � O ZI Z 2 F. �o �$ WfA¢< \ tu z o < o Q N a N Q =U r > 1w 6 al CONCRETE, RobertJ. Amoroso MASONRY OR Florida P.E. No. 49752 WOOD WALL �•O�Q'C 00,:1. F •.GJf 2: No 49752 �: o =9 �3n�T5e¢c �9:• STATE OF .�� PTO Product Design Group, LLC P.O. Box 520775 Longwood, FL 32752-0775 EBPE CeO. of A vtmg.e N0.259M m 'rr •i i5u o 0 uer w5,r a9,r c m O N < 0: ZLY ~ j�—ZZet• o2,r r Z aosC oA9P TrI t000• o n5' r iI TI b e S LU O� o �o < O a~ w aW W U o �' o.09C o.osr D_ O LU a O rn F—FT a � � � 2oao' a000'� I I--z.000•� I I �•--zaor--I �zppp• � ooaa' o�• n 8, �,1 'H' HEADER �L' BUILD —OUT 'H' HEADER n 'U' HEADER fi063-76 AWMINUY 'F' TRACK �, 60fi3-T6 ALUMINUM i!.1 1' BUI&UQL 'F' TRACK 606J-T6 ALUNUlUM r1 2' BUILD —OUT 'r TRACK fi0._Tfi ALUMINUM ? J c S � o N g E LL O 6063—T6 AUININU. 6063-T6 AWA6NUN 1� 2' BUILD—OUf 'H' HEADER •' 6063-T6 AWMINUN �L BUILD-OITT 'H' HEADER &_ BUILD -OUT 'F' TRACK 606J-T6 AWMINUM LL ` — n Z GO63-T6 AWMINUN JZo Q.Win- Ul co WZ— 9 U1 Z m - QM 0,ZLLoLD �U>:'0 K � a,u' -��- O�so• ~ � O Z m F — ZoQ Q d U� U g 0- -O N > /LANGLE ANGLE 12 606J—T6 ALUMINUM 1:1 ANGLE 60fiJ—Tfi ALUNVIUN j1 CORNER PANEL appe•+�� o.5u' .. 6063—T6 ALUMINUM SEE GENERAL NOTE J, SHEE7 1 Robert J.Amoruso Florida P.E. No. 49752 1.227" ALL STUDS 1/4"-20 (TYP 1!8"MIN. pEEuuup ;�rS jpMES 0—F�' 1.231" ANGLES STUDDED IN ;oOC•y�cENSE Qi 0.573" 2.566"� SHORT LEG ONLY 1/4" MIN. = Hn 4sssz :o _ e 12 =9 • STATE OF O LO r- IL 137 1/4-20 X 3/4" 18-8 STAINLESS STEEL KNURLED O R Gov- %A,,sloNa� Ea.: LO ALL THESE ANGLES STUDSI2-1/2"O.C. MAY BE STUDDED MAY BE INSTALLED IN PTC Product Design Group, LLC REVERSE DIRECTION P.O. Box 520775 Lon`g,!, FL32752-0775AUIhorlmGo FBPECon.o/n NO.25935 — ■■ 12.500" OPTIONAL LEG o ANCHOR MOUNTING HOLES 14.876" STUDDED ANGLE DETAIL LOCATED ON EITHER SNDDED ANGLE, ZEE OR FLAT EWi HORIZONTAL OR VERTICAL LEG, SEE MFG. DETAILS PANEL DP TABLE PANEL DP TABLE NOTES: 1. 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. 0.05V' 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 40 120 from 114 to 120 no 43 43 114 from 108 to 114 no 46 46 108 from 106 to 108 no 47 47 106 from 102 to 106 no 49 49 102 from 96 to 102 no 52 52 96 from 90 to 96 no 55 55 90 from 84 to 90 no 58 58 84 from 78 to 84 no 61 61 78 from 72 to 78 no 64 64 72 from 56 to 72 no 72 72 56 from 43 to 56 no 79 79 1 43 0 to 43 no 24 Ga. Galvanized Steel Design Pressure Max. Paneldl Length (L)l (in) Length e (L) (in) Mid-Point Fastener Required per Elevation Positive Negative 25 28 144 38 to 144 yes 27 29 138 32 to 138 yes 29 31 132 26 to 132 yes 31 32 126 20 to 126 yes 33 34 120 14 to 120 yes 35 35 114 08 to 114 no 37 38 108 06 to 108 no 38 39 106 02 to 106no 39 41 102 6 to 102 nD 41 44 96 90 to 96 no 43 47 90 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: I.I. PER ASTM E1996-02 UNDER WHICH THIS PRODUCTWAS TESTED AND APPROVED IN THIS PRODUCTAPPROVAL DOCUMENTAND 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 ASTM E1996-02 AS ADOPTED BYTHE CURRENT EDITION FLORIDA BUILDING CODE. 1.3. THE MANUFACTURER RECOMMENDSTHE USER MAINTAIN A NON -MANDATORY MINIMUM I INCH SEPARATION. 1A. SEE ITEM 2 BELOW FOR NON -MANDATORY SEPARATION REQUIREMENTS THAT MAY BE EMPLOYED FOR WIND ZONES 1, 2,3 AND 4 NOT INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. NON -MANDATORY SEPARATION REQUIREMENTS DERIVED FROM ASTM E1996-09: 2.1. THIS PRODUCT IS NOT TESTED OR APPROVED FOR ASTM E1996-09, THEREFORE THE FOLLOWING IS FOR GUIDANCE ONLY AND IS NON -MANDATORY TO THIS APPROVAL 2.1.L THIS PRODUCT WAS TESTED FOR WIND ZONES I THROUGH 4, MISSILE LEVEL D. 2.1.2. FOR NONESSENTIAL FACILITIES (I.E. BASIC PROTECTION), SEPARATION OF THE SHUTrER ASSEMBLY FROM THE FENESTRATION UNIT IS NOT REQUIRED. 2.1.21. 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 MEET ASTM E1996-09 REQUIREMENTS. 2.1.3.3. FOR ASSEMBLY HEIGHTS>30 FT. IN WIND ZONES I THROUGH 4, THE SEPARATION TABLE BELOW CAN BE USED. 2.2. SEE SEPARATION TABLE BELOW FOR NON -MANDATORY SEPARATION REQUIREMENTS THAT MAYBE EMPLOYED. SEPARATION REQUIREMENTS - HIGH VELOCITY HURRICANE ZONE (HVHZ) 1. PER THE CURRENT EDITION FLORIDA BUILDING CODE, CHAPTER 24 AND THE CURRENT EDITION FLORIDA RESIDENTIAL CODE, CHAPTER 44, THE STORM SHUTTER SHALL BE DESIGNEE) AND CONSTRUCTED TO INSURE A MINIMUM OF 1 INCH (25 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 5.245 102 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 BY ASTM E1996 AND THE CURRENT EDITION FLORIDA BUILDING CODE, CHAPTER 24 AND THE CURRENT EDITION FLORIDA RESIDENTIAL CODE, CHAPTER 44. 0 L6 a O Z U W O of D. U z L9 U. � � F W =) Z LLI L Kcn OZ U) C W .2 Z� N U� z K x a 0 U W WO W W� FZ a 0 W U F_ a ¢< � LES u U y W 7 0 10 U wp_ Z_ a¢ �a 0 W OU) wo U Q ILIL W �o >_ xcf) O. 0 w a G � W a. 0 y trlNl � m J i Robert J. Amoroso Florida P.E. No. 49752 `3?JAES p 0 ';%` .pMES q �i�. No 49752:� ZIP* STATE OF . V/. is- .461 y;11O1. NALEp.���• PTC Product Design Group, LLC P.O. Box 520775 Lang-d, FL 32752-0775 FBPE C_o/AuMorim .NO.IsssS 1/4"DIA. SUBSTRATE ANCHOR SCHEDULE m o 0 0 _ K 2 m Z K p w� F— F- O Q W W 0 H Z QO WU w a~ Da a �o w Om U m Q J co O LL W o a O r U Q _= Z 0 $ J LL � W Z Z) D w m zaw��ai'� m Q y z m O(w'J K� } r-¢2<Z J IL Q W Z N n- — J U� N j0 2 U W S II 1 0 x U Z 1/4-20 WASHER WINGNUTS Rohart J. Amoroso Florida P.E. No. 49752 114-20 X 314' KNURLED STUDS WITH WASHER WINGNUT OR 114-20 SIDEWALK BOLTS WITH I gM..mU. HANDLE BOLTED POWERS CALK -IN FOR �pNIES q IN PLACE WITH DIRECT MOUNT ,•., 04e-•�,�GENeF'�'nG�y 98 BOLT AND BUT ?Qi :Po No 19752 STATE OF •�t/II 4,gONAi.••`•�� 2' X 8' MAX. X 1/8" ALUMINUM PTC Product Design Group, LLC ANGLE OR DIRECT MOUNT P.O. Box 520775 PANEL NOTCHED AT BOTTOM Longwood, FL 32752-0775 TO PASS OVER STUD AND 114-20 BOLT WITH LOCKNUT FBPEC at AWhadwUi NO.25335 WINGNUT OR SIDEWALK 5-I2' TO 7-12' FROM TOP & BOLT AT SILL- EACH SIDE BOTTOM ON EACH SIDE EGRESS SHUTTER ASSEMBLY FASTENER TYPE SUBSTRATE MINIMUM EMBEDMENT (in.) MINIMUM EDGE 015T. (in.) MIN. SPACING BETWEEN FASTENERS OUIMETER (n.) ON CENTER (O.C.) SPACING TYPE STRENGTH 1/4" DIA. WOOD SCREW LAG SCREW S-P-F SG=0.42 17/8 1 1114 1/4 12 TAPCON SG S-P-F SG = 0.42 1 12 3/4 1 1/4 1/4 12 SAMMYS SHUTTER SCREWS S-P-F SG = 0.42 1 12 3/4 1 1!4 1/4 12 FEMALE ELCO PANELMATE S-P-F SG = 0.42 1 7/8 3/4 1 1/4 1/4 12 ELCO PANELMATE PLUS S-P-F SG = 0.42 i 7I8 3/4 1 1/4 12 1/4" DIA. CONCR TE SCREW IN CONCRETE /MASONRY ELCO CRETE-FLEX SS4 CONCRETE 3350 PSI 1 3l4 1 3/4 2 1/4 1!4 12 ITW TAPCON (CS) CONCRETE 2000 PSI 1 J14 3. 3 1/4 12 ITW TAPCON (SS) (SCOTSj CONCRETE 3000 PSI 1 314 2 12 3 1/4 12 ELCO TAPCON CONCRETE 2700 PSI 1 314 1 4 1/4 12 POWERS TAPPER CONCRETE 2000 PSI 1 314 4 212 1/4 12 ELCO PANELMATE PLUS CONCRETE 3350 PSI 1 3/4 212 0 1/4 12 POWERS CALK -IN CONCRETE 2000 PSI 7/8 2 11/4 1/4 12 TAPCON SG CONCRETE 3295 PSI 1 3/4 1 1/4 3 1!4 12 SAMMYS SHUTTER SCREWS CONCRETE 3295 PSI 21/4 1114 3 1/4 12 1/4" DIA. CONCRETE SCREW IN CMU HOLLOW TAPCON SG CMU HOLLOW 1500 1 t14 2 12 3 1/4 12 SAMMYS SHUTTER SCREWS CMU HOLLOW 1500 1 1J4 2 12 3 1/4 8 POWERS CALK -IN 1500 C90 718 3 212 1/4 8 114" DIA. CONCRETE SCREW IN CMU GROUT FILLED SAMMYS SHUTTER SCREWS CMU GROUT FILLED 2000 212 1 t!4 3 114 12 TAPCON SG CMU GROUT FILLED 2000 1 3/4 1 1/4 3 1/4 12 ANCHOR SCHEDULE ABOVE FOR USE WITH WOOD, CONCRETE OR MASONRY SUBSTRATE ANCHORAGE. ATTACHMENT OF SHUTTERS TO BUILD -OUT COMPONENTS OR DIRECTLY TO SUBSTRATE SHALL BE AS SHOWN ON SHEETS 2, 3 AND 4 AT 12-1/2" ON CENTER.