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HomeMy WebLinkAboutProduct approvals, shutters s S I. 8/30/2016 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map I Links •Search Florida t� 4,ib Product Approval USER:Public User dd�tFxTVt�tin Product Approval Menu>Application Detail 4 FL# FL16293-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Li 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 aarongallagher428@yahoo.com 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 � I 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 Robert J. Amoruso, P.E. the Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Charles A. Pagen R E., Ph. D. Fenestration Technology ✓� Validation Checklist-Hardcopy Received Certificate of Independence FL16293 RI COI CofI 2210 Rev1 415-0109 HSPM0001 ss.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 1997 ASTM E1996 ASTM E330 FILE000copy,ASTM E330 9 TAS 201 1994 „•, ' TAS 202 1994 https://www.floridabuilding.org/pr/pr app Ol.aspx?param=wGEVXQwtDgsNc735fObMipnGWmdGLpDPFotbgSQmfR3bKp/p2bp/p2f5PDun6wp/o3dp/p3d 1/2 �1 t ' 8/30/2016 Florida Building Code Online TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16293 R1 Eouiv EER 2210 Revl 413-0303 HSPM0001 ss.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 05/04/2015 Date Pending FBC Approval 05/14/2015 Date Approved 08/19/2015 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 Rl 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 RI AE PER 2210 Revl 415- 0109 HSPM0001 ss.Ddf Created by Independent Third Party: Yes Bacic Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida 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 tradltlonal 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Ap proval W9 lag EChecY. M Credit Card Safe https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsNc735fObMipnGWmdGLpDPFotbgSQmfR3bK%2b°/g2f5PDun6w%3d%3d 212 - HURRICANE STORM PANEL MANUFAC _ Gof 0 o e a HYHZIMPACT STORM PANEL Ms GENERAL NOTES: L♦STAONA �CHORAGEDETAMS O LL ZO LiLllill v �� a� �INSTALLATION NOTES: 1. THIS PRODUCT HAS BEEN TESTED AND IS DESIGNED TO COMPLY WITH THE OPENING PROTECTION REQUIREMENTS OF THE CURRENT w�. F 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 UJ Z O ¢O w O o (HVHZ-LMI)AND WIND BORNE DEBRIS AREA(WIND ZONE 4,MISSILE LEVEL D). EDGE DISTANCE AND REQUIRED ON CENTER(D.C.)ANCHOR SPACING. 0 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 B INCHES MAXIMUM ON a w O D DRAWINGS. DATED 05128/04,AND ATLNC 0224.01.09 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. m ¢ 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. �2 o 4. FOR CONCRETE BLOCK APPLICATIONS,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. o O 3. PANEL MATERIAL:0.050 3105-1-174 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 o 00 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 LESS ' THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER z o 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 MATERIALS WITH Y w w ° 5. AT LEAST ONE WARNING NOTE PER OPENING MAY BE PLACED IN A CONSPICUOUS LOCATION ON THE PANEL SYSTEM ADVISING THE THE FOLLOWING PROPERTIES: ¢°d HOMEOWNER OR TENANT THAT THE PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL PANELS AND FASTENERS ARE -J Z o a m 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. w�on F •a r m ¢w"� C' > z COULD CAUSE INJURY. 6.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SHOWN IN ANCHOR SCHEDULE ON OL Z OZ 6. THE IMPACT PROTECTIVE SYSTEM SHALL BE INSTALLED IN A MANNER TO COMPLETELY COVER THE ENTIRE FENESTRATION(WALL 6.3. MASONRY-STRENGTH COMFORMANCE TO ASTM G90. K� f7 O ° OPENING)IN ALL DIRECTIONS. Q Z¢�U F- 7.STORM SHUTTER END CLOSURE: t)¢ OL g 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. w o¢f¢ 7.1. WHEN USED OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ),NO MINIMUM SEPARATION FROM THE PROTECTED FENESTRATION 7.1.1. END CLOSURE IS OPTIONAL. Q a N y ASSEMBLY IS REQUIRED.HOWEVER,THE MANUFACTURER SUGGESTS A MINIMUM SEPARATION OF 1 INCH.,THE SEPARATION TABLE 7.2. HIGH VELOCITY HURRICANE ZONE(HVHZ)INSTALLATIONS. m J 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 7.2.2. ON ANY SIDE OF AN OPENING,THE MAXIMUM SIDE CLEARANCE BETWEEN THE SHUTTER AND A Iz QQ 1 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 1/4 INCH SHALL = W BE MAINTAINED. REQUIRE END CLOSURE OR SHUTTER OVERLAP,WHERE APPLICABLE. w B 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). W 9. MAXIMUM PANEL SIZE:SEE CHARTS ON SHEET 6. NLIMITED WIDTI. ° Robert J.Afnoruso 10. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. Flodda P.E.No.49752 ...._._.._.__..--_----__-_..._.__.._ THE DRAWINGSECTIOS HEREIN prrlrrrrpr 76 11 DETAI SMAY BE USEDNNTERCHANGPEABLY AE3 FIELD CONDITIONS DICTAT :D WOOD INSTALLATION ANCHORAGE CONNECTIONS.THESE P-'IIMES quo ... .CEAIS.• 9 i '0 � F••._G�y 12. A PERMANENT LABEL IN ACCORDANCE WITH CHAPTER 17 OF THE CURRENT EDITION OF THE FBC AND CHAPTER 6 OF THE CURRENT ¢ No 4s752 :no EDITION OF THE FRC SHALL BE PLACED ON THE IMPACT RESISTANT COVERINGS AND SHALL FACE THE EXTERIOR OR OUTSIDE. w ONE FASTENERREQUIRED AT �3I.. —)^ APPROXIMATE Z:) MID-POINT OF LAP �9'• STATE OF .��' 0 w Z JOINT.SEE PANEL LAP '.��FS<O R Q.:(���• =a _ - _ DETAIL ON SHEET •�:S/ONA1-EN�p U O_ LENGTHS AS FOLLOWS: rrr4nuna���, AS FOLLOWSS:24 CA J STEEL GREATER THAN w 114'AND 0.050' TABLE OF CONTENTS ALUMINUM GREATER DESIGN PRESSURE RATING(PSF) THAN 120' SHEET REV. SHEET DESCRIPTION Of PTO Product Design LLC P.O.Box 52077S775 W L� Longwood,FL 32752-0775 1 — GENERAL 81NSTALLATION NOTES 8 ELEVATION SEE CHARTS ON SHEET 6 V) FBPE Ce of Aunwmadm NO.Z935 2 VERTICAL SECTIONS 3 VERTICAL SECTIONS 4 — VERTICAL&HORIZONTAL SECTIONS 5 COMPONENTS fi PANEL DP SCHEDULE&SEPARATION SCHEDULE 7 _ ANCHOR SCHEDULE&EGRESS SHUTTER ASSEMBLY ELEVATION > r r ;� IW-20 MALE PANELMATE WI --- - - - _- -- WINGNUT 12-1/2'O.C. EXISTING CONCRETE EDGE SEE ANCHOR rn EXISTING CONCRETE MASONRY OR WOOD DIST. EXISTING CONCRETE SCHEDULE ON p o a STRUCTURE * MASONRY OR WOO SHEET 7 FOR MASONRY OR WOO + REQUIREMENTS 1/4'-20 X 12' STRUCTURE MACHINE BOLT STRUCTURE * bC• E Me L� If EMS a tl rac I 8 NUT 12-12'O.0 •p r, W _ SEEANCHOR °I a•2:-� EMB * ©� Z N e W O SCHEDULE ON • �:l' m w o EDGE .r• + EDGE V o ♦- F N LL W c + ° SHEET 7 FOR •r�,c,.+;rs "{•.: DIST. o *i REQUIREMENTS + ti::i= 1;r,i DIST •. `�;� ' !-Z U Z �•t O 00 wL) O_' a F a I o W 0 F^ PAId1 I G� pmm I ' 114'-20 WINGNUT a LL 12-112'O.C. y S2 i 0- 0 EXISTING CONCRETE OR I OOOYYY I 1114'-20 TRACK BOLT W/ MASONRY STRUCTURE I I WINGNUT 12-12'O.C. Z c o EXISTING CONCRETE I EXISTING CONCRETE J MASONRY OR WOOD U' W C'•±•.•' MASONRY WOOD I =N Q to '•�.=1r:vJ-.T:*i STRUCTURE ;;;i1 ,`vi;,. '�•iy ;,e STRUCTURE LL H * EDGE 1-F •< .sr," ., - J Z o O-Z uj DIST. °°• -�. EMB * `.;�.T,...:r<a.. W N m C F m LLl Cc:U Z EDGE ;•' a Z J O gg DIST. mN 8 ?.. 1/4-20 X 112 S m Q H J 2 + I SEEANCHOR c -•EDGE DIST. . '° =' MACHINE BOLT O Z m U Q If_ SEE ANCHOR g NUT 12-12'O.0 y a a F EMB POWERS CALK-IN W/ SCHEDULE ON TN:v: 1/4'-20 SIDEWALK BOLT I2-12'O.C. SHEET FOR VERTICAL SECTION SCHEDULER W 0 REQUIREMENTS SHEET7 FOR * o 0—W VERTICAL SECTION DIRECT MOUNT REQUIREMENTS MR Q n => DIRECT MOUNT U > SEE ANCHOR SEEANCHOR VERTICAL SECTION _ I EXISTING CONCRETE * SCHEDULE ON SHEET 7 y SCHEDULE ON BUILD-OUT MOUNT = MASONRY OR WOOD EMB�— FOR REQUIREMENTS EXISTING CONCRETE SHEET 7 FOR SEEANCHOR STRUCTURE 114'-20 TRACK BOLT W/ MASONRY OR WOO EMB I+— REQUIREMENTS + SCHEDULE ON WINGNUT I2-12'O.C. STRUCTURE EXISTING CONCRETE SHEET FOR ";• ., r MASONRY OR WOOD EMS� REQUIREMENTS . '•' "• STRUCTURE I �O * EDGE °• F. u//III ,•F. ° J s DIST. *'- EDGE p .r T ` * DIST. EDGE ,•° ; •:r.. c I+ ;_`n?::�:4;}�••;A;`:: DIST V,' °• `F'' Robert J.Amoroso Florida P.E.No.49752 PANEL pmm PNLLL o04:r��QENBF••9Gm's No 49752 ' STATE OF 'V EXISTING CONCRETE MASONRY OR WOOD STRUCTURE EXISTING CONCRETE rrrIININRIII�, EXISTING CONCRETE I MASONRYORWOOD I e e l MASONRY OR WOO 1I4'-20 TRACK BOLT W/ ;� •'y'' STRUCTURE STRUCTURE I WINGNUT 12-12'O.C. c�; ., �::,;., 1/4'-20 TRACK BOLT W! • EDGE V. d�. :7_: .;;.�:�. �'`� * �+, ?:,., WINGNUT I2-12'O.C. DIST. EDGE .,••` PTC Product Design Group,LLC •,v DIST. P.O.Box 520775 * EDGE ';j.•• a° ° �!'-, Longwood,FL 32752-0775 DIST. V• _ p.• ifn' -.y_ FBPE Carl ofAW dr kn No.2 smi ::v o r SCHEDULE SEEANCHOR + SEE ANCHOR $'�'•• SEEANCHOR %�H © SHEET 7 FOR EMB I+ 1!4'-20 MALE PANELMATE W/ SCHEDULE ON WINGNUT 12-12'O.C. SCHEDULE ON + I SHEET7 FOR REQUIREMENTS REQUIREMENT S EMBIf__ [-- REQUIREMENTS *MS�-- VERT pCArMS ETCTION *SEE ANCHOR SCHEDULE SHEET VERTICAL SECTION VERTICAL SECTION BUILD-OUT DIOUNT DIRECT MOUNT EMBEDMENT INTO STRUCTURE m ---INACCORDANCE WITH - - - THIS ORAWINGI�2•�SEEANCHOR W SCHEDULE ON EXISTING CONCRETE SHEET 7 FOR p c EXISTING CONCRETE * t i MASONRY OR WOOD REOUIREMENTS Lb MASONRY OR WOO EMB�- STRUCTURE 0_ STRUCTURE 1/ING TRACK BOLT D.C. °° 1O =m w Z ... WINGNUT I2-1Y1' , ° Z wK c n~ STAND-OFF MADE OF 1/8'ALUMINUM O N w o EDGE °a' PIPE,6061-T6(.269 ID X.405 OD)OR 6c U wN LLL9 ROUND STRUCTURAL STEEL TUBING, W F Z 1-Z DIST. .a•° �:•`.{ PAINTED(7116'OD W/.065•THICK WALL) Q O W U SEE ANCHOR '� d D_ w U SCHEDULE ON a SHEET 7 FOR I � j m Q REQUIREMENTS NON-STRUCTURAL FINISH MATERIAL(BRICK, d B WOOD,STUCCO,STYROFOAM OR OTHER)IN II1 BRICK USE MORTAR JOINTS WHERE POSSIBLE a e ANGLE TO WALL PANEL TO ANGLE v114%OTRACKBOLTW/ o r WINGNUT 12-112.O.C. �i o VERTICAL SECTION WALL MOUNT °a• Z o EDGE J Lu EXISTING CONCRETE DIST. SEEANCHOR Z MASONRY OR WOOD 1 u:Q to STRUCTURE SCHEDULE ON SHEET 7 FOR a W 7 m a 0 ¢ m If REQUIREMENTS 2 W N CC F-�— Z m EMBEDMENT INTO STRUCTURE I �2• NOTE: a Z U_ W gg ? • EMS. •• :<% IN ACCORDANCE WITH STAND-OFF MADE OF y 07 2i 8 WOOD,STAINLESS STEEL O Z m U ° ti,.j THIS DRAWING Q <{ WASHERS OR PVC PIPE VERTICAL SECTION MAY BESUBSITUTEDFOR y dH + ALUMINUM OR STEEL PIPE W Q W WALL MOUNT 2 C4 a N j SEEANCHOR 1 V S SCHEDULE ON 2 SHEET?FOR It :2 REQUIREMENTS 7/8• 7/8• _ 1WI.20 WINGN § WOOD ROOF TRUSS EQ. EQ. 6 12-1/2.O.C. OR FRAMING MEMBER (3)1/4'LAG BOLTS g SHALL BE 24.O.C. PERPENDICULARTO PANELFACE VERTICAL SECTION 1 Robert J.Amomso TRAP MOUNT Florida P.E.No,49752 „`��1111111I�2jII _{4 DAME ay:•�GENS••Oq 000:�• F'••:Gs s STUCCO FINISH OR No 49752 :o y PLYWOOD SOFFIT �f}E p14 X3/4'TEKSCREW 3•X 1/4•CONT.ALUM. BETWEEN TRUSSES 9; STATE OF PLATE.EXTEND PLATE '.O�AI:t'l O R 10P:�•c�: TO NEXT TRUSS IF Q 4�S•••• �J HEADER ENDS MORE •a�s�ONp„Ea��� THAN 12•BEYOND LAST PAIlL TRUSS dy PTC Product Design Gmup,LLC 1 P.O.Box 520775 Longwood,FL 32752-0775 MPECan.of Au slon NC.25935 VERTICAL SECTION SOFF77'CONNECTION SEE ANCHOR SCHEDULE SHEET 7 u f tt 2 Q SEEANCHOR SCHEDULE ON SEEANCHOR 'n EXISTING CONCRETE * SHEET 7 FOR SCHEDULE ON CIO c REQUIREMENTS * REQUIREMENTS O m MASONRY OR WOOD EMB SHEET 7 FOR CONCRETE, MASONRY o STRUCTURE 1/4'-20 X 1/2' EXISTING CONCRETE OR WOOD ANCHORS uti MACHINE BOLT MASONRY OR WOO EMB :;::'.:;;;:'_u:;. ° &NUT 12-112.O.0 1/4•-20 WINGNUT STRUCTURE 1!4•-20 TRACK BOLT W/ y;;.;;-;..:,. (SEE ANCHOR 12-1/2'O.C. C 7 a 9 WINGNUT 12-112'O.C. >`'::��'' SCHEDULE ON =m Z 0= *o STE ••• PANEL I M N0• SHEET 7) Z ° Ct EDGE ° V.r.. "�:::'`;: O m w o .:•I.:ti i';,�.^.fit DIST `y' ::::o:;i LU F Z L)Z CONCRETE. p o 3 w Q o MASONRY OR Of a.~ a WOOD WALL Q. w U N j PN�L HORIZONTAL SECTION m i" END CLOSURE(SEE INSTALLATION NOTE 7 ON SHEET'1) VERTICAL OU SECTION Q MOUNT VERTICAL SECTION CONCRETE, MASONRY BUILD-OUT MOUNT OR WOOD ANCHORS 8 o a p (SEE ANCHOR .:. o rn V SCHEDULE ON N = * SHEET 7) ?..EDGE:<:>' z Z< o EDGE 114•-20 SIDEWALK BOLT ..DIST.::;: EXISTING CONCRETE W O MASONRY OR WOOD DIST. WI 1/4•-20 WINGNUT A MI OF PANEL ::;::::',;;;';j1EDGE LL Z O STRUCTURE - - . DIST. Q W v Jza0-m v i:: N Wz 7 on J Q Puui CONCRETE ~0.750' Dui LL W ALTERNATE OR LEG Fa- m z m 1/4%20 WIN'NUT WOOD WALL LOCATION Z F- rn N o . .;•.4t (t 12-112.O.C. O Z yQ�d= SIll 2 EEANCHOR HORIZONTAL SECTION ® z o a!EdSCHEDULE ON PRu1 PANELLAP L)r =a S U HEET7 FOR U REQUIREMENTS , PANEL =K I HORIZONTAL SECTION = END CLOSURE(SEE INSTALLATION VARIES NOTE 7 ON SHEET 1) VERTICAL SECTION MASONRY oR DIRECI'MOUNT CONCRETEtBOLTAT WOOD WALL MASONRY OR G WOO D D WALL CONCRETE Ro6ertJ Amoroso MASONRY OR Florida P E No 49752 CONCRETE MASONRY WOOD WALL mr ANCHORS r r OR WOOD AN N r n r PANEL r �� h SEE ANCHOR . SIN A SCHEDULE ON ..... ................. ................ ... i ....... ....................... ................ .``toQ`.�GENS'••q ry sEET7 :o.' sa H z ��: No 49752 o� o :l �1 t' 0 y_ -*. I z _ 0 N— - 3 9 �9'. :t� 1 0 p V; STATE OF ., s u z J :O.e:.G rr���` 1 w zo PANEL PANEL PANEL o=" ♦.000• 4.om- YiN O,'ERW 1/4� - Yra.wFlr� PTC Product Design Group.LLC CONCRETE 775 PAN (AT MAX. SEPARATION) (AT MIN. SEPARATION) P.O.,FL 2752- MASONRY OR Longwood,FL ffi 1,10.75 BOLT AT 24' FBPE QM1 ofAuthodvllon N0.75935 • WOOD WALL OC WITH JACKNUT HORIZONTAL SECTION END CLOSURE(SEE INSTALLATION HORIZONTAL SECTION NOTE IONSHEET III END CLOSURE(SEE INSTALLATION HORIZONTAL SECTION *SEE ANCHOR SCHEDULE NOTE 7 ON SHEET'1) END CLOSURE(SEE INSTALLATION NOTE7ON SHEET I) SHEET 7 rl 2 Q _ — r 0) 1]I]' CDI O � of r 0- w0 5.W{' ppp{• �22B1' TI T _ {— O Q W F I Of J _ os s' T Q b°D W W eL F Z a_ 0a DUNS• o.oe{• 0.05]• � Li 0_ �o O rn � W 0 —�a m < r.000• N15{ 1A00' ].aoo 1�2L00'� � �2000'�-I �p�00•�, I 0.08{' L 11 o n 0 "H"HEADER 1"BUILD-OUT"H"HEADER 5 _11 HEADER B "F'TRACK r1 6083 T6 ZuO UT NUIU. TRACK z'= O 6083-T6..'NUY 2 6083-T8 AWMINUN 6063-TB ALIIMINUY 6063-T6 ALUYINUM OUT F Z y o n Y BUILD- "'TRACK _ Y BUILD-OUT"H"HEADER BO83-T8 Z..'UM 3 6D83-T6 ALIIMINUN C�_ w LL n 3"BUILD-OUT"�TRACK Z 4 3"BUILD-OUT"H"HEADER 6063-T6'Y,O UM F-N< 6063—Tfi ALUMINUM J Z O D. l W M-~ y Z DO D Z tl O Z coj OO o a.lu N.ru• O Z in U� 90 1 WcqQN_� Q n D N ANGLE LTG ANGLE 73 6063-TB AWYINUM -o5•- 0925• F 6063—T6 ALUMINUM 12 q1 CORNER PANEL 6063—T6 AWNINUN SEE GENERAL NOTE 3.SHEET 1 Robert J.Amoruso FWda P.E.No.49752 1.227" 118"MIN. ALL STUDS 1/4"-20(TYP �Hfnufffl�p �pMES ... �� (•.••••••.bp' ANGLES STUDDED IN �4?-��OENSF•.9Ga� 1.231" moo n. 0.573" 2.566" 11 SHORT LEG ONLY . *` 'No 49752o i5 t 12 1!4"MIN. 9 i STATE OF 3 =.r� 1 ,'���Ss�ON..... 1/4-20 X 3/4"18-8 u7 STAINLESS STEEL KNURLED 000 ALL THESE ANGLES STUDS 12-1/2"O.C. MAY BE STUDDED MAY BE INSTALLED IN PTC Product Design Group,LLC REVERSE DIRECTION P.O.Box 520775 Longwood,FL 32752-0775 FBPECn dAuft Son NO.25935 Lo 12.500" - OPTIONAL LEG d ANCHOR MOUNTING HOLES STUDDED ANGLE DETAIL LOCATED ON EITHER 14.876" STUDDED ANGLE,ZEE OR FLAT BAR HORIZONTAL OR VERTICAL LEG,SEE MFG.DETAILS f •f c ' PANEL DP TABLE PANEL SEPARATION TABLE o a PANEL DP TABLE NOTES: � SEPARATION REQUIREMENTS-WIND ZONES 1,2,3 AND 4 NOT INCLUDING THE HIGH VELOCITY HURRICANE (HVHZ)E ZONE HVHZ =m z 1. ENTER PANEL DP TABLE WITH POSITIVE AND NEGATIVE DESIGN LOAD TO O Hw w0 DETERMINE MAX.LENGTH.POSITIVE LOADS LESS THAN NEGATIVE LOADS ARE - Z O� w M o ACCEPTABLE. 1. REQUIRED(MANDATORY)SEPARATION REQUIREMENTS: 1.1. PERASTM E3996-02 UNDER WHICH THIS PRODUCT WAS TESTED AND APPROVED IN THIS PRODUCT APPROVAL DOCUMENT ANDIN ACCORDANCE W LI I HZ 2 FOR DESIGN LOADS BETWEEN TABULATED VALUES,USE NEXT HIGHER LOAD OR WITH THE CURRENT EDITION FLORIDA BUILDING CODE,ONLY POROUS SHUTTER ASSEMBLIES REQUIRE SEPARATION OFTHE SHUTTER ASSEMBLY ' Q W U H LINEAR INTERPOLATION TO DETERMINE ALLOWABLE DESIGN PRESSURE BASED ON FROM THE FENESTRATION UNIT. O ❑0 0¢ � INSTALLED PANEL LENGTH. 1.2. THIS PRODUCT IS A NON-POROUS SHUTTER ASSEMBLY.THEREFORE SEPARATION IS NOT REQUIRED BY ASTM E1996-02 AS ADOPTED BY THE CC j� KN CURRENT EDITION FLORIDA BUILDING CODE. R w V 1.3. THE MANUFACTURER RECOMMENDS THE USER MAINTAIN A NON-MANDATORY MINIMUM 11NCH SEPARATION. 0.050"Aluminum 1.4. SEE ITEM 2 BELOW FOR NON-MANDATORY SEPARATION REQUIREMENTS THAT MAY BE EMPLOYED FOR WIND ZONES 1,2,3 AND 4 NOT INCLUDING m ¢ Design Pressure Max.PMid-Point THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Length(L)nel panel Length Fastener 2. NON-MANDATORY SEPARATION REQUIREMENTS DERIVED FROM ASTM E1996­09: Positive Negative Length Range(L)(in) Required per 2.1. THIS PRODUCTIS NOTTESTED ORAPPROVED FORASTM E3996-09,THEREFORE THE FOLLOWING IS FOR GUIDANCE ONLY AND IS NON-MANDATORY b (in) TO THIS APPROVAL. w Elevation 2.1.1. THIS PRODUCT WAS TESTED FOR WIND ZONES 1 THROUGH 4,MISSILE LEVEL D. 28 28 144 from 138 t0 144 yes 2.1.2. FOR NON ESSENTIAL FACILITIES(I.E.BASIC PROTECTION),SEPARATION OF THE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS NOT p n. = tO 31 31 138 from 132 to 138 yes REQUIRED, LU2.1.2.1. THE MANUFACTURER RECOMMENDS THE USER MAINTAIN A NON-MANDATORY MINIMUM I INCH SEPARATION. U = 34 34 132 from 126 t0 132 yes 2.1.3. FOR ESSENTIAL FACILITIES,SEPARATION OF THE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS REQUIRED FOR THE FOLLOWING. ? ¢i e 37 37 126 from 120 to 126 yes 2.1.3.1. FOR ASSEMBLY HEIGHTS<30 FT.IN WIND ZONES I AND 2,THE SEPARATION TABLE BELOW CAN BE USED. JZ 40 40 120 from 114 to 120 no 2.1.3.2. FOR ASSEMBLY HEIGHTS<30 FT.IN WIND ZONES 3 AND 4,THIS PRODUCT DOES NOT MEETASTM E1996-09 REQUIREMENTS. LL w 0 43 43 114 from 108 l0 114 n0 2.1.3.3. FOR ASSEMBLY HEIGHTS 37 30 FT.IN WIND ZONES 1 THROUGH 4,THE SEPARATION TABLE BELOW CAN BE USED. H Q g 2.2. SEE SEPARATION TABLE BELOW FOR NON-MANDATORY SEPARATION REQUIREMENTS THAT MAYBE EMPLOYED. JZo 11� ej 46 46 108 from 106 to 108 no M 47 47 106 from 102 to 106 no SEPARATION REQUIREMENTS-HIGH VELOCITY HURRICANE ZONE(HVHZ) ui O 2 a O_ . z m 49 49 102 from 96 to 102 no w~ ? 1. PER THE CURRENT EDITION FLORIDA BUILDING CODE,CHAPTER 24 AND THE CURRENT EDITION FLORIDA RESIDENTIAL CODE,CHAPTER 44,THE H' N o 8 52 52 96 from 90 t0 96 no STORM SHUTTER SHALL BE DESIGNED AND CONSTRUCTED TO INSURE A MINIMUM OF 1 INCH(25 MM)SEPARATION AT MAXIMUM DEFLECTION. w rn Q~Z OZ UQ ro 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. y �,Qa J 58 58 84 from 78 to 84 no w J g Z.g 61 61 78 from 72 to 78 no a n a N w 64 sa 7z from 56 to 72 no 0.050"Aluminum 24 Ga.Galvanized Steel r, M� 72 72 56 from no Max.Panel Minimum Separation Max.Panel Minimum Separation w .xa I 79 79 43 o to 43 no Length(L)(in) Distance(in) Length(L)(in) Distance(in) LU _ 24 Ga.Galvanized Steel 144 5.703 144 5.625 z Design Pressure Mid-Point a Max.Panel 138 5.625 138 5.594 Len th L Panel Length Fastener g ( ) Ran e L 132 5.547 132 5.563 Positive Negative (in) 9 ( l(in) Required per Elevation 126 5.469 126 5.531 - 25 28 144 from 138 to 144 yes 120 5.391 120 5.500 Robert J.Amoroso 27 29 138 from 132 to 138 yes Flodda P.E.No.49752 yes 29 31 132 from 126 to 132 114 5.328 114 5.469 ••uuun 31 32 126 from 120 to 126 yes 108 5.266 108 5.438 `A'SpMES 4"1 33 fl44 120 from 114 to 120 yes 106 5.245 106 5.427 ,�•00`�?-��GENSF 35 EP 114 from 108 to 114 no 102 5.203 102 5.406 41 37 108 from 106 to 108 no ?*.� No 4s75z %# 38 106 from 102 to 106 no 96 5.141 96 5.375 7V STATE OF .AU - 39 102 from ss to 102 no 90 5.078 90 5.344 :0:- , 4- 43 96 from 84 to 9 from 90 to 6 no 84 5.016 _ 84-- 5.313 ��°�rO45 84 from 78 to 8478 4.963 78 5.28147 78 from 72 to 78 no 72 4.913 72 5.250 49 72 from 56 to 72 no 56 4.779 56 5.167 PTC Product Design Group,LLC 54 64 56 from 43 to 56 no 43 4.671 43 5.099 P.O.B.520T75 59 71 43 0 to 43 no Longwood,FL 32752A775 FBPE%M MAudrodrAS NO.25935 NOTE FOR SEPARATION TABLE: 1. THIS TABLE'S SEPARATION DISTANCE REQUIREMENTS ENVELOPE THAT REQUIRED BY ASTM E1996 ANOTHE CURRENT EDITION FLORIDA BUILDING CODE,CHAPTER 24 AND THE CURRENT EDITION FLORIDA RESIDENTIAL CODE,CHAPTER 44. 1/4"DIA. SUBSTRATE ANCHOR SCHEDULE -- O C < CD m MIN.SPACING ON CENTER SUBSTRATE MINIMUM MINIMUM K BETWEEN DUUIETER (D.C.) a U w FASTENER TYPE EMBEDMENT EDGE.) =rD Z2 FASTENERS (In,) SPACING F-LL p TYPE STRENGTH IInJ (in.) O ,n w (In.) (in.) Z a �� O� mo 0 1/4"DIA.WOOD SCREW 1— w LL LAG SCREW I S-P-F I SG=0.42 1 1 718 1 1 1 1/4 1/4 12 <O W Q 1. TAPCON SG SP-F SG=0.42 1 1l2 3/4 1 1/4 1/4 12 W (L�- a SAMMYS SHUTTER SCREWS S-P-F SG=0.42 11. 3f4 1 1/4 1/4 12 D. O w O rn FEMALE ELCO PANELMATE I S-P-F SG=0.42 I 7I8 314 1 1/4 114 12 U ELCO PANELMATE PLUS S-P-F SG=0.42 1 718 3f4 1 1/4 12 m Q 1/4"DIA.CONCR TE SCREW IN CONCRETE/MASONRY ELCO CRETE-FLEX SS4 CONCRETE 3350 PSI 1 3/4 1 3/4 2 1/4 114 12 ITW TAPCON(GS) CONCRETE 2000 PSI 1 314 3 3 114 12 c ,, ITW TAPCON(SS)(SCOTS) CONCRETE 3000 PSI 1 314 2112 3 114 12 m ELCO TAPCON CONCRETE 2700 PSI 1 314 1 4 1/4 12 W 60. O POWERS TAPPER CONCRETE 2000 PSI 1 3/4 4 2 1/2 114 12 co c o= r ELCO PANELMATE PLUS CONCRETE 3350 PSI 1 314 2112 R 1/4 12 cn w POWERS CALK-IN CONCRETE 2000 PSI 718 2 1 1/4 114 12 2 K c TAPCON SG CONCRETE 3295 PSI 1 314 1 1/4 3 114 12 J F SAMMYS SHUTTER SCREWS i CONCRETE 3295 PSI 2114 1 1/4 3 114 12 LL Z 1/4"DIA.CONCRETE SCREW IN CMU HOLLOW z o a y ri TAPCON SG CMU HOLLOW 1500 1 1/4 21/2 3 114 12 Q W } Z m SAMMYS SHUTTER SCREWS CMU HOLLOW 1500 1114 2112 3 114 8 iL Z J O W POWERS CALK-IN 1500 C90 7/8 3 2 112 114 B LL coa o 1/4"DIA.CONCRETE SCREW IN CMU GROUT FILLED p z m 00 a SAMMYS SHUTTER SCREWS CMU GROUT 2000 2112 1 1/4 3 1l4 12 W 2 1 2 Q FILLED Z N Qa N W TAPCON SG CMU GROUT 2000 1314 1 1/4 3 1/4 12 - (3j O LU ANCHOR SCHEDULE ABOVE FOR USE WITH WOOD, CONCRETE OR m N 1 MASONRY SUBSTRATE ANCHORAGE.ATTACHMENT OF SHUTTERS TO = of 0 BUILD-OUT COMPONENTS OR DIRECTLY TO SUBSTRATE SHALL BE AS SHOWN ON SHEETS 2,3 AND 4 AT 12-1/2"ON CENTER. I a 1/4-20 WASHER F WINGNUTS Robert J.Amoroso 1/4-20 X 314•KNURLED STUDS Florida P.E.No.49752 WITH WASHER WINGNUT OR HANDLE BOLTED I 1l420 SIDEWALK CALK-IN FOR �gnt��GENS �9 IN PLACE WITH DIRECT MOUNT #8 BOLT AND BUT d�,(0 �. F•••Gf a: NO 49752 :O� STATE OF :47� .......... 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 1/4.20 BOLT WITH LOCKNUT FHPE Carlo/Authorization NO.25935 WINGNUT OR SIDEWALK 5-1/2•TO 7-1/2•FROM TOP& BOLT AT SILL-EACH SIDE BOTTOM ON EACH SIDE EGRESS SHUTTER ASSEMBLY