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HomeMy WebLinkAboutPRODUCT APPROVED SHUTTERS STORM PANELS i BCIS Home I Log In User Registration Hot Topic Submit Surcharge Stabs&Facts Publications Contact Us BCIS Site Map Links. Search Florida {tt• # Product Approval p� USER:Public User RECEIVED Product Approval Menu>Product or Application Search>Application List>Application Detail JUL ® 7 2021 • FL# FL16293-R3 Si.Lucie Coup ty Application Type Revision Permitting Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Hurricane Storm Panel MFG.Inc. Address/Phone/Email 1720 Main St.NE.Unit 1 Palm Bay,FL 32905 (321)409-2900 aarong ailag her428@yahoo.com. Authorized Signature Aaron Gallagher aarongailagher428@yahoo.com Technical Representative Aaron Gallagher Address/Phone/Email 1720 Main St.NE. Unit 1 Palm Bay,FL 32905 (321)409-2900 as rongailag her428@yahoo.com Quality Assurance Representative Aaron Gallagher 6406 Vl 66 Address/Phone/Email Palm ay,Main FLt32 05 nit 1 o ANT CTOR �®�� (321)409-2900 �d aarongailagher428@yahoo.com 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 Robert J.Amoruso,P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Charles Pagen,Fenestration Technology,LLC Validation Checklist-Hardcopy Received Certificate of Independence FL16293 R3 COI CofI.2210 Rev2 HSPM0001 ss.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2012 ASTM E1996-12a 2012 ASTM E330 2002 ASTM E330 2014 TAS 201 1994 TAS 202 1994 TAS 203 1994 5 I Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16293 R3 Equiv EER 2210 Rev2 HSPM0001 SS.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/19/2020 Date Validated 08/23/2020 Date Pending FBC Approval 09/14/2020 Date Approved 12/15/2020 Summary of Products 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 R3 II HSPM0001 RevC ss.pdf 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 Rev2 HSPM0001 ss.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.C;opvriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are publicrecords.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 050.487.1395.*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: Credit Carol Safe Architectonic Inc July 6,2021 St. Lucie County Building Department Planning&Development Services RECEIVED Building&Code Regulation Division 2300 Virginia Avenue JUL ® 7 2o21 Ft. Pierce, FL 34982 eta 1 tldl�:�� r��FOii#iR� RE: 3327 Orange Ave. Fort Pierce, FL To Whom It May Concern: Our office has performed design pressure calculations for the above referenced project and herby certify that the proposed shutters are incompliance with the 2020 Florida Building Code, 160 mph wind zone, exposure"B", risk category II. Exposure"B" Multiplier for 20'mean roof height is 1.0 Wind Zone 4 28.7x1. =28.7 Wind Zone 5 34.5 x 1.=34.5 Required Design Pressures: n/a Product:Hurricane Storm Panel MFG.Inc.,HVHZ Impact Storm Panel, FL#16293.1 Product Pressures: +/-52 LOR/p ecl'ully Submi e , .Michael Se�.�- :'� R9• 98 �� .fie, I7�t 2 0 C4�lCI J' p► F E�, 806 Delaware Avenue Tel: 772 460 7751 www.architectonicinc.com Fort Pierce,Florida 34950 Fax: 772 460 4244 FL Reg#AA26003348 1 of 1 BCIS Home Log In + User Registration Hot Topirs I Submit Surcharge Stats&Facts ' Publications I Contact Us I BCIS Site Map Links ,Search Florida aoiiimProduct Approval USER:Public User Product Approval Menu>Product or Applicatlon Search>Application List>Application Detail • FL# FL16293-113 Application Type Revision Code Version 2020 Application Status Approved Comments Archived 0 I i Product Manufacturer Hurricane Storm Panel MFG.Inc. Address/Phone/Email 1720 Main St.NE.Unit 1 Palm Bay,FL 32905 (321)409-2900 + aarongallagher428@yahoo.com Authorized Signature Aaron Gallagher aarongallagher428@yahoo.com Technical Representative Aaron Gallagher Address/Phone/Email 1720 Main St.NE. Unit 1 Palm Bay,FL 32905 (321)409-2900 aarongailagher428@yahoo.com I Quality Assurance Representative Aaron Gallagher Address/Phone/Email 1720 Main St.NE.Unit 1 Palm Bay,FL 32905 (321)409-2900 aarongallagher428@yahoo.com Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert 1.Amoruso,P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Charles Pagen,Fenestration Technology,LLC 0 Validation Checklist-Hardcopy Received Certificate of Independence F1-16293 R3 COI CofI 2210 Rev2 HSPM0001 sc 1df Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2012 i ASTM E1996-12a 2012 ASTM E330 2002 i ASTM E330 2014 TAS 201 1994 TAS 202 1994 TAS 203 1994 HURRICANE STORM PANEL MANUFACTURING RECEIVED' CD M N HVHZ IMPACT STORM PANEL, JUL 0 7 2021 . a xm xm Zfr _PAL NOTES,' INSTALLATION ANCHORAGE DETAILS St.Lucie county Z k o INSTALLATION NOTES: Permitting F o o Q u PHIS PRODUCT HAS BEEN TESTED AND IS DESIGNED TO COMPLY WITH THE OPENING PROTECTION REQUIREMENTS OF THE CURRENT U W W LL w I z —.z 1-2 DITION OF THE FLORIDA BUILDING CODE'-BUILDING AND RESIDENTIAL VOLUMES INCLUDING THE HIGH VELOCITY HURRICANE ZONE I. SEE ANCHOR SCHEDULE ON SHEET 7 OF 7 FOR ALLOWED FASTENERS,MINIMUM EMBEDMENT,MINIMUM 3 ¢O Q C HVHZ-LMI)'AND WIND BORNE DEBRIS.AREA(WIND ZONE•4,MISSILE LEVEL D). EDGE DISTANCE AND REQUIRED ON CENTER(O.C.)ANCHOR SPACING. a F- a O ow F- a W W Our .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 O 0428.03-04 DATED 05/28/04,AND ATLNC 0224.01-D9 AND ATLNC 0224.02-09 DATED 02/25/09 AND ASSOCIATED LABORATORY STAMPED - CENTER AS REQUIRED BY THE ANCHOR SCHEDULE ON.SHEET 7 OF 7. o M ¢ DRAWINGS. 3. MINIMUM EDGE DISTANCE AND EMBEDMENT EXCLUDE WALL FINISHES(INCLUDING BUT NOT LIMITED TO ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEWCAPABLE STUCCO,FOAM,BRICK VENEER AND SIDING). )F WITHSTANDING AND TRANSFERRING APPLIED-PRODUCT LOADS TO THE STRUCTURE.IS THE RESPONSIBILITY OF THE ENGINEER OR C ARCHITECT OF RECORD. _ 4. FOR CONCRETE BLOCK APPLICATIONS,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. o C )ANEL MATERIAL:0.050 3105,-H14 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 O a u k-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 LESS ~ a o %LL.BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.- Z w'fi0 K.S.I. _ 6. INSTALLATION ANCHOR COMPACITIES FOR PRODUCTS HEREIN ARE.BASED.ON SUBSTRATE MATERIALS WITH UU Z w AT LEAST ONE WARNING NOTE PER OPENING MAY BE PLACED IN A CONSPICUOUS LOCATION ON THE PANEL SYSTEM BY THE THE FOLLOWING PROPERTIES: �'Lo Q's NSTALLATION COMPANY ADVISING THE HOMEOWNER OR TENANT THATTHE PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS • W m d W ai C• ALL PANELS AND FASTENERS ARE INSTALLED AS SHOWN HEREIN AND WARN INSTALLER IN THE SAME MANNER THAT HANDLING PANEL 6.1.' WOOD-MINIMUM SPECIFIC GRAVITY IS 0.42. z ui M wor z NITHOUT PROTECTIVE GLOVES COULD CAUSE INJURY. 6.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SHOWN IN ANCHOR SCHEDULE ON a z� O Z SHEET 7. g F LL I.-Z rHE IMPACT PROTECTIVE SYSTEM SHALL BE INSTALLED IN A MANNER TO COMPLETELY COVER THE ENTIRE FENESTRATION(WALL 6.3. MASONRY-STRENGTH COMFORMANCE TO ASTM C-90. K O Q H OPENING)IN ALL DIRECTIONS. O Z 00 U~ 7. STORM SHUTTER END CLOSURE: N<2 a g NHEN INSTALLED AS INDICATED,THE PRODUCT HEREIN IS CONSIDERED ANON-POROUS IMPACT PROTECTIVE SYSTEM. 7.1. NON-HIGH VELOCITY HURRICANE ZONE(HVHZ)INSTALLATIONS. N a 1-4 r j WHEN USED OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ),NO MINIMUM SEPARATION FROM THE PROTECTED FENESTRATION 7.1.1. END CLOSURE IS OPTIONAL. Z r ASSEMBLY IS REQUIRED.HOWEVER,THE MANUFACTURER SUGGESTS A MINIMUM SEPARATION OF 1 INCH.,THE SEPARATION TABLE 7.2. HIGH VELOCITY HURRICANE ZONE(HVHZ)INSTALLATIONS. 2 2 Z 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. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ),A MINIMUM SEPARATION DISTANCE AS SHOWN IN THE SEPARATION 7.2.2. ON ANY SIDE OF AN OPENING,THE MAXIMUM SIDE CLEARANCE BETWEEN THE SHUTTER AND A O 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 1/41NCH SHALL = w BE MAINTAINED. REQUIRE,END CLOSURE OR SHUTTER OVERLAP,WHERE APPLICABLE. w 7.2.3. SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE rHE.PRODUCT I DESCRIBED HEREIN IS DESIGNED FOR USE AS A IMPACT RESISTANT COVERING DURING PERIODS OF HIGH WINDS.THE SHUTTER AND WALL. 1TORM PANEL IS TEMPORARY AND REMOVABLE AND NOT INTENDED TO BE A PERMANENT PART OF THE STRUCTURE(ALTHOUGH THE NSTALLATION ANCHORS SHALL REMAIN A PERMANENT PART OF THE STRUCTURE). - AAXIMUM PANEL SIZE:SEE CHARTS ON SHEET 6. I UNLIMITED WIDTH Robert J.Amoruso Florida P.E.No.4975: )ANELS'MAY BE MOUNTED.HORIZONTALLY WHERE APPLICABLE. rHE DRAWING SECTIONS HEREIN DEPICT TYPICAL CONCRETE/MASONRY AND WOOD INSTALLATION ANCHORAGE CONNECTIONS.THESE r''V 9 No )ETAILS MAY BE USED INTERCHANGEABLY AS FIELD CONDITIONS DICTATE. '.''.:9i .✓c'6P=of t �PERMANENT tABEL IN ACCORDANCE WITH CHAPTER 17 OF THE CURRENT EDITION OF THE FBC AND CHAPTER 6 OF THE CURRENT RONE EQUIRED AT "�`sc�ea.`��• DITION OF THE FRC SHALL BE PLACED ON THE IMPACT RESISTANT COVERINGS AND SHALL FACE THE EXTERIOR OR OUTSIDE. J^ REQUIRAPPRO D AT TE MID-POINT OF UP o JOINr,sEE PANEL uP Digitally s fined W Z DETAIL ON SHEET 3 •"`""`—"`�* E a Robert J Amoru d AS FOLABLE LENGTH.mpftli (� AS FOLLOWS:24 H �`STETL GREATER THAN Date:2020.07.2 I I e AND 0.050' TABLE OF CONTENTS Q ALUMINUM GREATER 10:28:38-04r00' "DESIGN PRESSURE RATING(PSF) v'd THAN 120' PTO Product Design Grout EET REV. SHEET DESCRIPTION L.1 P.O.Box 520775 Longwood,FL 32752-0; 1 - GENERAL&INSTALLATION NOTES'&ELEVATION SEE CHARTS ON SHEET 6 N FBPE Cert.of Authorization NO 2 - VERTICAL SECTIONS - 3 - VERTICAL SECTIONS 4 - VERTICAL&HORIZONTAL SECTIONS 5 - "COMPONENTS h� 5 PANEL DP SCHEDULE&SEPARATION SCHEDULE 7 _ ANCHOR SCHEDULE&EGRESS SHUTTER ASSEMBLY v, ELEVATION .� ELE 1T.I O_n , _ 114"-20 MALE PANELMATE W/ EXISTING EDGE - - '. - SEEANCHOR c m • ' WINGNUT CO 12 112'O.C.O.C, SCHEDULER M C .MASONRY OR WOOD DIST. 'EXISTING CONCRETE o B EXISTING CONCRETE STRUCTURE MASONRY OR WOOD- SHEET 7 FOR MASONRY OR WOOD STRUCTURE *' REQUIREMENTS 1/4"-20 X 112' p o ro STRUCTURE * - Y t >„'•j - EMB f r-- MACHINE BOLT O7 EMB &NUT 12-112"O.0 .�• 2m 2m Z0 • r� SEEANCHOR 6 - s EMB * �� Z k o v F 0 SCHEDULE ON • y- N N <LL * tl .,,r SHEET FOR - * EDGE q u p V EDGE. _ ^.c,.+.,': DIST �•"' _ w C- w a F C DIST. - tl -^" - REQUIREMENTS °i;a dfr�ri .;, a 70 �0 0U OS w w s m P/JIFL �I � P� I PANEL U Q a - C .., 1/4%20 WINGNUT 12-12"O.C. a� N x o . • 1 9.. o O U STING CONCRETE OR I - - I I 1/4"-20 TRACK BOLT W/ Lj IONRY STRUCTURE I WINGNUT 12-1/2"O.C. Z o EXISTING CONCRETE J - I - w. A �. - ,MASONRYORWOOD. C . . EXISTING CONCRETE , .STRUCTURE ha MASONRY OR WOOD I LL.-• W -STRUCTURE - H..m Q W * EDGE' - - u - - _1 Z c3 O_Z .DIST. w N O F • tl - '� tl' -�� * EDGE .. dZLL OW c r. • DIST. ?. U)to ' 114"-20 X 1/2" D-'to * _ SEE ANCHOR - EDGE DIST.' SEE ANCHOR p +'1`. MACHINE BOLT 0 m Q U EMB.' _POWERS CALK=IN Wf SCHEDULE ON ,�7 SCHEDULE ON B.NUT 12-12"O.0 N<2 < _ 114"-20 SIDEWALK BOLT 12-12"O.C. SHEET 7 FOR VERTICAL SECTION SHEET 7 FOR.. * H� _ W 1 REQUIREMENTS - - o Q —w I - VERTICAL SECTION "_ DIRECT _ REQUIREMENTS .EMB /� Q n a =�i DIRECT MOUNT..SEEANCHOR- - SEEANCHOR, VERTICAL SECTION .-• 2 t EXISTING CONCRETE SCHEDULE ON SHEET.7 ' SCHEDULE ON - BUILD-OUT MOUNT I ' MASONRY OR WOOD EMBI-�— � FOR REQUIREMENTS EXISTING CONCRETE 'SHEET 7 FOR, � 'SEE ANCHOR STRUCTURE 1/4"-20 TRACK BOLT WI MASONRY OR W000 EMB�— REQUIREMENTS * SCHEDULE ON 8Q STRUCTURE - 1 •' EXISTING CONCRETE SHEET 7 FOR g: WINGNUT I2-12"O.C. - MASONRY OR WOOD EMB�— - REQUIREMENTS ' STRUCTURE *" EDGE' p• A - - - - .p 1 J 4 , DIST: a ' - - EDGE y 5 DIST.' - •- ".r:+!I - ■TT * EDGE 1 �yl p ti•};`> ;;�' DIST. -Robert J.Amoroso TT - '-!,�I Florida P.E.No.4975: .I PANEL I } -�":p.a•5';'.� •',�i w�3FL!E8 �R GE71Og4t PNaE11 I -PANEL - II x- x • f W � � Digitally s gnec EXISTING CONCRETE I " ,(T m..�^•^�:.� MASONRYORWOOD I - - I � RobertJAmom STRUCTURE EXISTING'CONCRETE •EXISTING CONCRETE' I MASONRY OR WOOD I ' c 9 i Date:2020.07.2. MASONRY OR WOOD 1/ING TRACK BOLT W/ ' ;';�;il;;�:•;-I=,j;r; STRUCTURE 1`r6' STRUCTURE I WINGNUT 12-12'O.C. " 114'-20 TRACK BOLT W/ O'29'3 -O'4rOO �,: _ ...•."_.,, i - EDGE V tl _ _ * , f+ WINGNUT 12-12"O.C. DIST. EDGE PTO Product Design Groul' •* ° p ._i.+ - DIST. P.O.Box 520775 EDGE w . { < - - Longwood,FL 32752-0; DIST. ••a• tl. :ti'p' _ "a FiIPE Cad.oEAulhorlulbn NO ~;i;~ SEE ANCHOR .nr. '4b SCHEDULE ON SEEANCHOR - EE ANCHOR - EMB ' 114"-20 MALE PANELMATE W/ 1 ''f" WINGNUT I2-1/2"O.C. SCHEDULEON :REDUCE ON. SHEET 7 FOR SHEET 7 FOR * REQUIREMENTS VERTICAL SECTION *- EMB 1EET 7 FOR REQUIREMENTS - ?QUIREMENTS' EMB. - -- ,SEE ANCHOR SCHEDULE `JERTTC-+A T,SECTION * ,„ DIRECT MOUNT VERTICAL OL1.11 1\ - - VERTICAL SECTION - .. SHEET?. BUILD-OUT MOUNT . DIRECT MOUNT _ :* EMBEDMENT INTO STRUCTURE - m N ACCORDANCE WITH ' -THIS DRAWING 1�=2"MAR.SEE ANCHOR M . Ir zz SCHEDULEON EXISTING CONCRETE SHEET 7 FOR is ` EXISTING CONCRETE * l l t 1 l l _ ,. MASONRY OR WOOD •REQUIREMENTS MASONRY OR WOOD EMB STRUCTURE - tr STRUCTURE 114"-20 TRACK BOLT Wl V U U w WINGNUT 12-1/2"O.C. o2 m x m Z G 7 STAND-OFF MADE OF 1/6'ALUMINUM ° Z O N O c O - PIPE,6061-T6(.269 ID X.405 OD)OR o - - ~ 1-v ~v 1 2 *EDGE V - ROUND STRUCTURAL STEEL TUBING, U w w C DIST •.a ,o :�^l - PAINTED(7116°OD W/.065"THICKWALL) LU QZO QZO W CL F IL H �. SEE ANCHOR T d PANF1 d =W =W p t/ SCHEDULE ON a U SHEET 7 FOR .REQUIREMENTS I - NON-STRUCTURAL FINISH MATERIAL(BRICK, Um Q - I -' ,: • _. WOOD STUCCO,STYROFOAM OR OTHER)IN BRCKUSE MORTAR JOINTS WHERE.POSSIBLE y, -ANGLETO WALL - PANEL TO ANGLE , - I V 1/4"-20 TRACK BOLT W/ c WINGNUT I2-1/2"O.C. G o VERTICAL SECTION33 WALL MOUNT EDGE J _ EXISTING CONCRETE DIST. - SEEANCHOR o - U-� Z STRUCTURE _ MASONRY OR WOOD � 'SCHEDULE ON �~u7 Q� r S URE SHEET FOR '. .' I j j C3 Q•,p Q m 0' •S� REQUIREMENTS.If Z Dj� K i * �—Y MAX. a Z'J O U f ',' EMBEDMENT INTO STRUCTURE NOTE: LL I—W * EMB. •. IN ACCORDANCE WITH STAND-OFF MADE OF `t m o o THIS DRAWING WOOD,STAINLESS STEEL -Q n• ' { WASHERS OR PVC PIPE Q m Q U VERTICAL SUECTION ALUMINUM OR STEEL PE MAY BE SUBSITUTED FOR LU Na NW 'SEE ANCHOR t l _ U => SCHEDULE ON - a 2 SHEET 7 FOR I REQUIREMENTS © 7I6" 7/6" 1!4"-20 WINGNUT WOOD ROOF TRUSS EQ. EQ. (3)1/4°LAG BOLTS 8 12-112"O.C. OR FRAMING MEMBER 24"D.C. PMIEL SHALL BE PERPENDICULAR TO - PANELFACE .. - VERTICAL SECTION Robert J.Amoroso TRAP MOUNT - Florida P.E.No.4976, STUCCO FINISH OR p7lf ofn e�}"o us, - -" PLYWOOD SOFFIT _ #14 X 3l4'TEK SCREW BETWEEN TRUSSES 3"X 1/4"CONT.ALUM.. PLATE.EXTEND PLATE Digitally$Igned TO NEXT TRUSS IF !�'' ""'-'`• HEADERENDSMORE RobertJ 9' THAN 12"BEYOND LAST PN1FL �' Date:,2020.07.2 . TRUSS - .. 10 29:51 -04r00' .. �' PTC Product Design Groul - .mo Box 520775 752- Longwood,FL 32752-0: FBPE Carl.of Authorization NO VERTDIPCALNSECTION _ *SEE ANCHOR SCHEDULE - - SHEET? .',SEEANCHOR.. w SCHEDULE ON - SEE ANCHOR -o ,� M :ISTING CONCRETE * SHEET 7 FOR SCHEDULE ON Cl) ZZ %SONRY OR WOOD EMB�- REQUIREMENTS - SHEET 7 FOR CONCRETE, MASONRY O Fz 'RUCTURE 114°-20 X 12° EXISTING CONCRETE * REQUIREMENTS OR WOOD ANCHORS pr O m MACHINE BOLT MASONRY OR WOOD EMB r- 1/4°-20 TRACK BOLT WI (SEE ANCHOR K 8 NUT12.12°O.0 1/4"-20 WINGNUT STRUCTURE :'::::;<:`?f U U w 12-12"O.C. 7 B Y WINGNUT 12-1/2'O.C.- `"'""" SCHEDULE ON 2 m 2 m W C *EDGE v a 1.000" SHEET 7 O k ♦ LL PANEL n DIST. o;...m MIN_ '`�:a; ) Z p N p`t D EDGE I- H o H o Q B * :: LL c ,(ryS I II DIST - U W W F'2 PINFl y� • t?( .... CONCRETE, O ❑ n.o w C :s:' 0_ a MASONRY OR f- F- W`n S;S +. ....:,: =•': WOOD WALL 0 w w p a P `HORIZONTAL SECTION m Q - ' END CLOSURE(SEE INSTALLATION -- NOTE 7'ON SHEET 1) VERTICAL SECTION BUILD-OUT MOUNT - - - VERTICAL SECTION I - CONCRETE, MASONRY BUILD-OUT MOUNT + OR WOOD ANCHORS e (SEE ANCHOR SCHEDULE ON ""' 3 * SHEET 7) :EDGE?r' EXISTING CONCRETE EDGE 114"-20 SIDEWALK BOLT Z J DIST. W/114°-20 WINGNUT A MASONRY OR WOOD - I(� - - _ !�''EDGE W I _ MIDSPAN OF PANEL Z U STRUCTURE _ - - DIST. F-. Q w CONCRETE, W M I- z * EMS. = PANL MASONRY OR 0,750' ALTERNATE LEG a.Z U. Oz 1/4"-20 WINGNUT WOOD WALL LOCATION I- m ON O Z Q U 0 ff� 1111 y<� a= SEE ANCHOR , „. _ HORIZONTAL SECTION LAP - _ z C4 D_ N o° f SCHEDULE ON - Q^d a:Q SHEET 7 FOR - 71. PANEL U�: >=>U_ REQUIREMENTS PANEL a 2 f- LU a� HORIZONTAL SECTION •END CLOSURE(SEE INSTALLATION VARIES NOTE 7 ON SHEET I) CONCRETE, I- VERTICAL SECTION` MASONRY OR DIRECT MOUNT CONCRETE, WOOD WALL MASONRY OR �...............-..?.€.i.i.i.i.?.s. CONCRE TE,E Robert J E° .7 i Aes"m"o r wus oMASONRY OR Florida P.E.No 4975. CONCRETE MASONRY WOOD WALL WALL OR WOOD ANCHORS SEE ANCHOR .......::_.�....�............�.......�... ................................... phi' No 49]02 SCHEDULE ON SHEET 7 9s •a Z ,.. O • .W. CO 9 0 E i L. z r a• •o e . 1 1 Ln_ to w o - o.. - 99 z ;o ; �=S o� Digital lysPgnec ��N o n o XRobeiij- 'on :L W zo LPANE.L PANEL Date:2020.07.t �=U .000, 4�' T0:31:52-04'00 OVERLAP WN.OVER AP,1/4ePTC Product Design Grout AT MAX. SEPARATION P.O.Box 520775 PANEL ( ) - (AT MIN. SEPARATION) Longwood,FL 32752 0: CONCRETE FBP ongN.of Aurhor3275 NO MASONRY OR 1/4' 0 BOLT AT 24' WOOD WALL OC WITH JACKNUT HORIZONTAL SECTION HORIZONTAL SECTION END CLNOTE (SEE HETALLATIQN \- END CLOSURE(SEE INSTALLATION HORIZONTAL SECTION TE70N SHEET I) , NOTE 7 ON SHEET'I) END CLOSURE(SEE INSTALLATION - *SEE ANCHOR SCHEDULE . NOTE 7 ON SHEET I) ,SHEET7 - ' - - o co Q 3a13' o ro x.2B1' /.313' "13' 0.414 V' U U .W �.. �r o km Nm WQ . _ aosr oosv 2set• _ "Z' p N p v cn rt ate. F-- f-0 1-o Q U -y— X "��i �7" ., r R 1-Z I-z U I I � d mG K 3.000• —y--� m o.oa5• O.OSP a.oaT' 0., m w W p u a Ira �a a3e4 �2000: I- 2000 � a 3.000' 1" BUILD-OUT °F"TRACK Q b° °H° HEADER 2 1° BUILD-OUT°H° HEADER S 8083HTBALUMINUA/- - 8 '8083TBOALUMINUN- ' - 6063-T6 AWNINUM V o 0083-TB AWMINUN 8083-TB ALUMINUMIUILD LIT 2' BUILD-OUi°H- HEADER n 608�ifi AWNINUMF"TRACK Z c qa 3 6063-T6,AWNINUN - - o' &3° BUILD-OUi"H°HEADER 9 3° BUILD-OUT "f°TRACK LL.� W 6o63-T6 PLUNINUN �.F Q _ 6067-T6-AWNINUM - _I Z o 0- Z CO az„_ �-z Z 0.125' Q d o _ 0.125• - Z m U 2 Z C D �U U a N 2 L I T !� 'Z�''1•-+{�,d . , I ate. I �z1- _ 1 AN - - ANGLE I F 1 ANGLE- 6063-TB ALUMWUM - - F- 3.o00' aezt• .. , .6063-Ta ALUMINUM• 12 CORNER PANEL 6063-TB ALUMINUM 14 ' SEE GENERAL NOTE 3,SHEET 1 ,. Robert J.Amoruso ' Florida P.E.No.4.975: 1.227° 1 MIN 20 N P 2 4 LE +9E.of e /8„ ALL STUDS 1/4" 5.3 2.566" p�Is ANGLES STUDDED SHORTG ONLY ' 12 1/4"MIN. 13 Di9it. slgnec Robert J AmorL 114-20 X 3/4 18-8 Date:2020.07.2 •STAINLESS STEEL KNURLED ALL THESE ANGLES STUDS 12 1/2' D.C., 10:31:35=04'00 MAYBE STUDDED MAY BE INSTALLED IN - . PTO Product b.sign Group REVERSE DIRECTION P:o.ebs5zoi75 ' - Longwood,FL 32752-0; - FBPE C,M of Aulhorization NO 12,500° OPTIONAL LEG n o ANCHOR MOUNTING HOLES STUDDED ANGLE DETAIL' LOCATED ON EITHER - 14.816" .. - - STUDDED ANGLE,ZEE°R FLAT BAR HORIZONTAL OR VERTICAL LEG,SEE MFG.DETAILS. < m PANEL DP TABLE PANEL SEPARATION TABLE M o � o . o o m PANEL DP TABLE NOTES: v U U w SEPARATION REQUIREMENTS-WIND ZONES 1,2,3 AND 4 NOT INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) p =tom Z C 1. ENTER PANEL DP TABLE WITH POSITIVE AND NEGATIVE DESIGN LOAD TO k 0 w DETERMINE MAX.LENGTH.POSITIVE LOADS LESS THAN NEGATIVE LOADS ARE Z O o p rn°a ACCEPTABLE. 1. REQUIRED(MANDATORY)SEPARATION REQUIREMENTS: - F- t-o !-o ¢u I.I. PER ASTM E1996-02 UNDER WHICH THIS PRODUCT WAS TESTED AND APPROVED IN THIS PRODUCT APPROVAL DOCUMENT AND IN ACCORDANCE U W w W C WITH THE CURRENT EDITION FLORIDA BUILDING CODE,ONLY POROUS SHUTTER ASSEMBLIES REQUIRE SEPARATION OF THE SHUTTER ASSEMBLY , H Z F--Z U`- 2. FOR DESIGN LOADSBETWEEN TABULATED VALUES,USE NEXT HIGHER LOAD OR ¢p ¢U w� FROM THE FENESTRATION UNIT. K a 0 a 0 W n LINEAR INTERPOLATION TO DETERMINE ALLOWABLE DESIGN PRESSURE BASED ON A INSTALLED PANEL LENGTH. 1.2. 2 CURRENT EDITION FLORIDA BUILDING CODEASSEMBLY.THEREFORE SEPARATION IS NOT REQUIRED BY ASTM E3996-02 AS ADOPTED BY THE C, W W O U 1.3. THE MANUFACTURER RECOMMENDS THE USER MAINTAIN A NON-MANDATORY MINIMUM 1 INCH SEPARATION. •0.050"Aluminum IA. SEE ITEM 2 BELOW FOR NON-MANDATORY SEPARATION REQUIREMENTS THAT MAY BE EMPLOYED FOR WIND ZONES 1,2,3 AND 4 NOT INCLUDING U m ¢ THE HIGH VELOCITY HURRICANE ZONE(HVHZ). - "" Design Pressure Mid-Point ' Max.Panel Panel Length Fastener 2. NON-MANDATORY SEPARATION REQUIREMENTS DERIVED FROM ASTM E1996-12a: Length(L) 2.1. THIS PRODUCT IS NOT TESTED ORAPPROVED FORASTM E1996-12a,THEREFORE THE FOLLOWING IS FOR GUIDANCE ONLY AND IS Positive Negative Range(L)(in) Required per (in) NON-MANDATORY TO THIS APPROVAL, Elevation 2.1.1. THIS PRODUCT WAS TESTED FOR WIND ZONES 1 THROUGH 4,MISSILE LEVEL D. -I o 28 28 144. from 138 to 144 yes 2.1.2. FOR NON ESSENTIAL FACILITIES(I.E.BASIC PROTECTION),SEPARATION OF THE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS NOT Q o ti a 31 31 138 from 132 to 138 yes REQUIRED. W i 7 2.1.2.1. THE MANUFACTURER RECOMMENDSTHE USER MAINTAIN A NON-MANDATORY MINIMUM 11NCH SEPARATION. (,j = 34 34 132 from 126 to 132 yes 2.1.3. FOR ESSENTIAL FACILITIES,SEPARATION OF THE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS REQUIRED FOR THE FOLLOWING. ? ED 37 37 126 from 120 t0 126 yes 2.1.3.1. FOR ASSEMBLY HEIGHTS<30 FT.IN WIND ZONES AND 2,THESEPARA77ON TABLEBELOW CAN BE USED. J Z 2.1.3.2. FOR ASSEMBLY HEIGHTS<30 FT.IN WIND ZONES 3 AND 4,THIS PRODUCT DOES NOT MEETASTM E1996-12a REQUIREMENTS. LL'- W 40 40 120 from 114 to 120 no _ Z g 43 43 114 from 108 t0 114 DO 2.1.3.3. FOR ASSEMBLY HEIGHTS>30 FT.IN WIND ZONES 1 THROUGH 4,THE SEPARATION TABLE BELOW CAN BE USED. F ¢ 2.2. SEESEPARATION TABLE BELOW FOR NON-MANDATORY SEPARATION REQUIREMENTS THAT MAY BE EMPLOYED. .�,Z o D. 46 46 108 from 106 to 108 no Z Z)M ¢ ¢ � 47 47 106 from 102 to 106 no SEPARATION REQUIREMENTS-HIGH VELOCITY HURRICANE ZONE(HVHZ) C❑)J w w m Rf z 49. 49 102 from 96 to 102 no D Z LL �0 o r. 3 1. PER THE CURRENT EDITION FLORIDA BUILDING CODE,CHAPTER 24,THE STORM SHUTTER SHALL BE DESIGNED AND CONSTRUCTED TO INSURE A F- } ZZ 52 52 96 from 90 t0 96 no MINIMUM OF 1 INCH(25 MM)SEPARATION AT MAXIMUM DEFLECTION. O Z m U Q 55 55'. 90 from 84 to 90 no 2. THE SEPARATION TABLE BELOW SHALL BE USED TO ASCERTAIN MINIMUM SEPARATION IS MAINTAINED MEETING THESE REQUIREMENTS. ¢ d W 58 5t) 84 from 78 to 84 no LU 2� 2 D Z — 1 61 61 78 from 72 to 78 no o a Q n o ;U 64 64. 72 from 56 to 72 no 0.050"Aluminum 24 Ga.Galvanized Steel _ 72 72 56 from 43 to 56 no Max. Panel Minimum Separation Max.Panel Minimum Separation It a 1 79 79 43 0to43 no Length L in Distance in Length L in Distance in = 24 Ga.Galvanized Steel 144 5.563 144 5.500 z Design Pressure Max.Panel Mid-Point 138 5.500 138 5.475 a I Panel Length Fastener Length(L) 132 5.438 132 5.450 Range(L)(in) Required per Positive Negative (in) Elevation 126 5.375 126 5.425 25 28 144 from 138 to 144 yes 120 5.313 120 5.400 FRobert .Amoruso 27 29 138 from 132 to 138 yes .No.4975, 29 31 132 from 126 to 132 yes 114 5.263 114 5.375 108 5.213 108 5.35031 32 126 from 120 to 126 yes33 34 120 from 114 to 12o yes 106 5.196106 5.342 '°'°' .s 35 35 114 from 108 to 114 no 102 5.163 102 5.325 . 37 38 108, from 106 to 108 no ".rs•4gwr.S`o?c' 38 39 106 from 102 to 106 no 96 5,113 96 5.300 '4i�N.1�Epa 39 41 102 from 96 to 102 no 90 5.063 90 5.275 41 44 96 from so to 96 no 84 5.013 84 5.250 Digital Robert f''y s fined l Amoru 43 47 so from 84 to 90 no 78 4.963 78 5.225 45 50 84 from 78 to 84 no Date:2020.07.2 47 1 53 78 from 72 to 78 no 72 4.913 72 5.200 r- " 00' 49 56 72 from 56 to 72 no 56 4.779 56 5.133 PTC Product Design Groui 54 64 10:31:10-04 56 from 43 to 56 no P.O.Box 520775- 59 71 43 0 to 43 no 43 4.671 43 5.079 Longwood,FL 327524 . _ FBPE CeM1 oIANhodmllan No, NOTE FOR SEPARATION TABLE: 1. THIS TABLE'S SEPARATION DISTANCE REQUIREMENTS ENVELOPE THAT REQUIRED BY ASTM E1996 AND THE CURRENT EDITION FLORIDA BUILDING CODE,CHAPTER 24. '1/4"DIA. SUBSTRATE ANCHOR SCHEDULE co m O N M 0 0 MIN.SPACING ON CENTER �_ SUBSTRATE MINIMUM MINIMUM BETWEEN DIAMETER (O.C.) a' U U w FASTENER TYPE EMBEDMENT EDGE DIST. FASTENERS (In.) SPACING x..m m Z n TYPE STRENGTH (In.) (In.) (In.) (In.) K ILu--p Z O N n Q .1/4"DIA:WOOD SCREW U N_ N u LAG SCREW S-P•F SG=0.42 1 718 1 1 1 1/4 114 12 Z Z 4 O Q U w C w F A U c — ❑ TAPCON SG S-P-F SG=0.42 1 1/2 314 1 1/4 - 1!4 12 0 Of f- a_— � �n SAMMYS SHUTTER SCREWS S•P-F SG=0.42 1 112 314 1 1/4 114 - 12 Of o w O a FEMALE ELCO PANELMATE' S-P-F SG=0.42 ,1 /8 - 3/4 1-1/4 - 1/4' - 12 - U ELCO PANELMATE PLUS S-P-F 'SG=0.42 1 1 718 3/4 - 1 114 12 U m Q 1/4"DIA.CONCR TE%CREW'IN CONCRETE/MASONRY ELCO CRETE-FLEX SS4 CONCRETE- 3350 PSI 1 3/4 1 3/4 2 1/4 -114 12 ITW TAPCON(CS) CONCRETE .2000 PSI 1 3/4 3 3 114 -12 YIc ITW TAPCON(SS)(SCOTS) CONCRETE 3000 PSI 1 3/4 21/2 3 1/4 12 - o ELCO TAPCON CONCRETE 2700 PSI 1 314 1 4 1/4 c ' 12 m m W S i Q POWERS TAPPER CONCRETE 2000 PSI 1 3/4 4 21/2 114 12 to o ELCO PANELMATE PLUS CONCRETE 3350 PSI 1 3/4 21/2 0 1/4 12 - Q w POWERS CALK-IN CONCRETE 2000 PSI 7/8 2 1 1/4 - 114 12 , 'TAPCON SG CONCRETE 3295 PSI 1 314 - 1 1/4 3 1/4 12 2 J W o SAMMYS SHUTTER SCREWS CONCRETE 3295 PSI 21/4 1 114 3 114 12 - 0 Z 7 LL 1/4 DIA.CONCRETE SCREW IN CMU HOLLOW -i z o (L u) < vS TAPCON SG CMU HOLLOW 1500 1 114 21/2 3 114 12 Z=M On �U) m SAMMYS SHUTTER SCREWS CMU HOLLOW 1500 1 1/4 2 112 3 1/4 8 d Z �Z POWERS CALK-IN 1500 C90 1 7/8 1 3 1 21/2 1 1/4 8 F}I-CAD o 1/4"DIA.CONCRETE SCREW IN CMU GROUT FILLED W U)¢ w Ozm ¢z •SAMMYS SHUTTER SCREWS CMU GROUT 2000. 2 112 1 1/4 3 1/4 12 U) .. FILLED - .. w o Q w CMU GROUT . . Z a CL N I TAPCON SG 0 1 3/4 FILLED 200 . 1 114 3 1/4 12 - U _ ANCHOR SCHEDULE ABOVE FOR USE WITH WOOD, CONCRETE OR m I MASONRY.SUBSTRATE ANCHORAGE.ATTACHMENT OF SHUTTERS TO = o BUILD-OUT COMPONENTS OR DIRECTLY TO SUBSTRATE SHALL BE AS SHOWN ON SHEETS'2,"3 AND 4 AT 12-1/2" ON CENTER. a 1/4-20 WASHER WINGNUTS 114-20 X 3/4"KNURLED STUDS - Robert J.Amoroso WITH WASHER WINGNUT OR Florida P.E.No.4975, 1/4-20 SIDEWALK BOLTS WITH HANDLE BOLTED I POWERS CALK-IN FOR ,;•iiFiaesF.,,� - IN PLACE WITH DIRECT MOUNT 41 Vz - - #8 BOLT AND BUT @4S�OHR4f-No Digitally s gn4ed i Robert J Amo0ru Date 2020.07.2 10:31:21 -04'00' 2"X 8"MAX X 1/8"ALUMINUM ' ANGLE OR DIRECT MOUNT _ PTC Product Design Grout P.O.Box 520775 PANEL NOTCHED AT BOTTOM Longmod,FL 32752-0; TO PASS OVER STUD AND 114-20 BOLT WITH LOCKNUT FBPE Can,of Aumorlullon NO WINGNUT OR SIDEWALK 5-1/2"TO 7-1/2"FROM TOP& BOLT AT SILL,EACH SIDE BOTTOM ON EACH SIDE EGRESS SHUTTER ASSEMBLY