Loading...
HomeMy WebLinkAboutProduct Approval (7) 8/30/2 ,� •-�16 Florida Building Code Online r s°+`�� -?�, ; ,)'Fc tea+ t .✓``� BCIS Home i Log In i User Registration Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida Product Approval 7 P r USER: Public Use 0 Product Aooroval Menu>Application Detail ' a �I FL# FL16293-Rl File Copy Application Type Revision Code Version 2014 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 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 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �] Evaluation Report- Hardcopy Received Florida Engineer g r 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 P. E., Ph. D. Fenestration Technology d6 Validation Checklist- Hardcopy Received Certificate of Independence FL16293 Rl COI CofI 2210 Revl 415-0109 HSPM0001 ss Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 1997 ASTM E1996 2002 ASTM E330 2002 ASTM E330 1997 TAS 201 1994 TAS 202 1994 https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsNc735fObMipnGWmdGLpDPFotbgSQmfR3bK%2b%2f5PDun6w%3d%3d 1/2 8/30/2016 Florida Building Code Online F' t TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16293 R1 Equiv EER 2210 Revl 413-0303 HSPM0001 ss.Ddf 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 Sum ma ry 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.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 Rl AE PER 2210 Revl 415- 0109 HSPM0001 ss.pdf Created by Independent Third Party: Yes Back FNe.tl 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 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 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 Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsNc735fObMipnGWmdGLpDPFotbgSQmfR3bK%o2b%2f5PDun6w%3d%3d 212 � 1 1 m HURRICANE STORM PANEL MANUFACTURING 92 HVHZIMPACT STORMPANEL INSTALLATIONANC 0RAGE DETAILS o a =m Zo o �u W GENERAL NOTES: Z p y -o INSTALLATION NOTES: U ~N a 1. THIS PRODUCT HAS BEEN TESTED AND IS DESIGNED TO COMPLY WITH THE OPENING PROTECTION REQUIREMENTS OF THE CURRENTw WZ Z y 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 <0 "0 o (HVHZ-LMI)AND WIND BORNE DEBRIS AREA(WIND ZONE 4,MISSILE LEVEL D). EDGE DISTANCE AND REQUIRED ON CENTER(D.C.)ANCHOR SPACING. o w EL w 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 8 INCHES MAXIMUM ON 0428.03-04 DATED 05129/04,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 m S ARCHITECT OF RECORD. 4.FOR CONCRETE BLOCK APPLICATIONS,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. o u. Z �6N O 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 0 z= A446 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. ? >> o 4. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. j 6.INSTALLATION ANCHOR COMPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH t�i ZwZ LU 5. AT LEAST ONE WARNING NOTE PER OPENING MAY BE PLACED IN A CONSPICUOUS LOCATION ON THE PANEL SYSTEM ADVISING THE THE FOLLOWING PROPERTIES: Z o Qa rn HOMEOWNER OR TENANT THAT THE PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL PANELS AND FASTENERS ARE a, w < vi 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. G La z m COULD CAUSE INJURY. 6.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SHOWN IN ANCHOR SCHEDULE ON a Z OZ SHEET7. F w�Z 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 C-90. Z COC~J o a OPENING)IN ALL DIRECTIONS. F_ < 7.STORM SHUTTER END CLOSURE: 0) a S 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. Z o< < 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 Z ASSEMBLY IS REQUIRED.HOWEVER,THE MANUFACTURER SUGGESTS A MINIMUM SEPARATION OF 1 INCH.,THE SEPARATION TABLE 7.2. HIGH VELOCITY HURRICANE ZONE(HVHZ)INSTALLATIONS. S2 =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. 1 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 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 lb 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 I 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). c 9. MAXIMUM PANEL SIZE:SEE CHARTS ON SHEET 6. r-- -UNLIMITED WIDT� I Rabert J.Amoluso F arida P.E.No.49752 10. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. -- uiai.... .....! 11. THE DRAWING SECTIONS HEREIN DEPICT TYPICAL CONCRETE/MASONRY AND WOOD INSTALLATION ANCHORAGE CONNECTIONS.THESE `�.L INMES 441" DETAILS MAY BE USED INTERCHANGEABLY AS FIELD CONDITIONS DICTATE. .�b." ..........•• q''• o°f F .ip 4: 1No 49752 :0 12. A PERMANENT LABEL IN ACCORDANCE WITH CHAPTER 17 OF THE CURRENT EDITION OF THE FBC AND CHAPTER 6 OF THE CURRENT ONE FASTENER :s;'1 1r t-j EDITION OF THE FRC SHALL BE PLACED ON THE IMPACT RESISTANT COVERINGS AND SHALL FACE THE EXTERIOR OR OUTSIDE. w REQUIRED AT _,a:+((�1i q 3�1�:� MIDAPPRPOINT OF LAP 90:: STATE OF cl JOINT,SEE PANEL LAP Ud (APPLICABLE LENGTHS ��•4q�ONA„�.�' �� _j AS FL GT 24 CA STEEL GREATER THAN X 114'AND 0.050' TABLE OF CONTENTS Z< ALUMINUM_GREATER DESIGN PRESSURE RATING(PSF) THAN 120 PTC Produq Design Group,LLc SHEET REV. SHEET DESCRIPTION tr P.O.Box 520775 W O Longwood,FL 32752-0775 1 - GENERAL&INSTALLATION NOTES&ELEVATION SEE CHARTS ON SHEET 6 N 4- F9PE CeR OIAuNoAratlm N0.25935 2 VERTICAL SECTIONS 3 - VERTICAL SECTIONS 4 - VERTICAL&HORIZONTAL SECTIONS 5 COMPONENTS `v 6 - PANEL DP SCHEDULE&SEPARATION SCHEDULE 7 _ ANCHOR SCHEDULE&EGRESS SHUTTER ASSEMBLY ELEVATION r 1 1 r, m < 1/4'-20 MALE PANELMATE W/ WINGNUT I2-12"O.C. EXISTING CONCRETE EDGE{ SEE ANCHOR MASONRY OR WOOD DIST. EXISTING CONCRETE SCHEDULE ON C) v EXISTING CONCRETE STRUCTURE I * MASONRY OR WOOD SHEET FOR L� $ MASONRY OR WOOD * 1/4"-20 X 1/2'" c STRUCTURE STRUCTURE REQUIREMENTS MACHINE BOLT m EMS a �,+. EMB f•+- &NUT 12-12"O.0 V W _ b• O� O wO SEE ANCHOR a�*�, EMB * Z O' N Ir SCHEDULE ON • - — o ° *EDGE SHE FOR --:,:,. * EDGE v o U o 2 w E DIST. ' REQUIREMENTS 'ti:+;.%:• DIST. L:Y{ ' <LU O W U I I vuaL I F O I m < PANEL I si 6� '-• 1/4"-20 WINGNUT u_ " yy 12-12'O.C. C i°. O 49 '�,. EXISTING CONCRETE OR I 1/4"-20 TRACK BOLT W/ Lj r MASONRY STRUCTURE WINGNUT 12-112"O.C. Z EXISTING CONCRETE � MASONRY OR WOOD - EXISTING CONCRETE LL W STRUCTURE _ STRUCTMASONRURE E WOOD Z _ _ STRUCTURE _ EDGE _ = - J~ z * DIST. •o'-- EMS Z rn D_Z ¢ ui _ ZwCN,I no Z m ao y,' _ * EDGE <LULL O w DIS T. T. to ... .•}:,'. a.. to?_- .. '' ® It H Q It * SEE ANCHOR EDGE DIST. SEE ANCHOR o MACHINE BOLT O Z m 0< EMS POWERS CALK4N W/ SCHEDULE ON '^"• &NUT 12-12"O.0 y< d H 1/4"-20 SIDEWALK BOLT 12-12"O.C. SHEET 7 FOR VERTICAL SECTION SCHEDULE ON m 2 �W VERTICAL SECTION REQUIREMENTS DIRECT MOUNT REQUIREMENTS EMB Z o<-w ¢�° _> DIRECT MOUNT SEEANCHOR SEEANCHOR VERTICAL SECTION _ , EXISTING CONCRETE * SCHEDULE ON SHEET 7 * SCHEDULE ON BUILD-OUT MOUNT m MASONRY O 1/4"-20 TRACK BOLT W/R WOOD E ANCHOREXISTING CONCRETE SHEET 7 FOR SEE MB�-- FOR REQUIREMENTS MASON V OR WOOD EMS REQUIREMENTS * SCHEDULE ON fi STRUCTURE O / g e� STRUCTURE 1 EXISTING CONCRETESEMB�— EET 7 FOR I WINGNUT 12-12"O.C. MASONRY OR WOODQUIREMEMS STRUCTURE EDGE EDGE 4DISTDIST. EDGEDISTRobJ.Aoruso Florida P.E.No.49752 ma PANFL PANEL pOacj •\•C•�EIYSp•���� JC I Q No 49752 •o a" y � d� 90." STATE OF EXISTING CONCRETE MASONRYORWOOD ��4s70NAAAIIAIIIIIIIII� LE?d� STRUCTURE EXISTING CONCRETE A EXISTING CONCRETE MASONRY OR WOOD 9 9 7 MASONRY OR WOOD 1/4'-20 TRACK BOLT W! STRUCTURE STRUCTURE WINGNUT 12-12"O.C. _ ,.. 1/4 DIST. "-20 TRACK BOLT W! i i if•.•= * EDGE v. o. - :^:;_r>1i+;_; WINGNUT 12-12"O.C. EDGE PTC ProduG Design Group,LLC DIST. P.O.Box 520775 * EDGE a,• a° Longwood,FL32752-0775 DIST. 'Q _ FBPE Cod.of NUNorlraUon N0.259]9 `_i.. SEEANCHOR * ° '•V-`y SEEANCHOR SCHEDULE ON EMB�-- 1/4"-20 MALE PANELMATE W/ SEEANCHOR SCHEDULE ON SHEET7 FOR WINGNUT 12-12"O.C. SCHEDULE FOR SHEET 7 FOR REQUIREMENTS VERTICAL SECTION * SHEON ET7ME EMB REQUIREMENTS EMS�-�-• REQUIREMENTS * DIRECT MOUNT SEE ANCHOR SCHEDULE VERTICAL SECTION VERTICAL SECTION SHEET7 BUILD-OUT MOUNT DIRECT MOUNT 1 r � m Q * EMBEDMENT IN7O STRUCTURE � m IN ACCORDANCE WITH ' THIS DRAWING �2„MAX.SEE ANCHOR 01 SCHEDULE ON o EXISTING CONCRETE * �yQ{I� r 1 EXISTING CONCRETE SHEET7 FOR p c MASONRY OR WOOD REQUIREMENTS `o MASONRY OR WOOD STRUCTURE EMB�-- STRUCTURE 114"-20 TRACK BOLT W/ O U �• WINGNUT 12-112'O.C. v O LL w 0 a. STAND-OFF MADE OF 1/8"ALUMINUM F p c co)W pQ. PIPE,6081-TB(.2691D X.405 OD)OR o• '< *EDGE �+_- U ROUND STRUCTURAL TUBING, W u1 rZ g DIST. .a 4 `•: PAINTED(7116"OD W/.065"THICK WALL) - QO WU g SEEANCHOR T •" - -d I P41d1 (L O Kul SCHEDULE ON a W U SHEET 7 FOR REQUIREMENTS NONSTRUCTURAL FINISH MATERIAL(BRICK, WOOD,STUCCO,STYROFOAM OR OTHER)IN BRICK USE MORTAR JOINTS WHERE POSSIBLE i ANGLE TO WALL PANEL TO ANGLE 1/4"-20 TRACK BOLT Wl o n WINGNUT 12-12"O.C. O VERTICAL SECTION " WALL MOUNT a_• V EDGE V W EXISTING CONCRETE DIST. SEE ANCHOR o LL.-- Z MASONRY OR WOOD SCHEDULE ON v eQ Z o d Z STRUCTURE SHEET FOR W Z rn p Q to o .T REQUIREMENTS Z� r Z m * �2„ a Z p U EMBEDMENT INTO STRUCTURE NOTE: u_I.-W gg *EMB. �•� IN ACCORDANCE WITH STAND-OFF MADE OF 0 v irk THIS DRAWING WOOD,STAINLESS STEEL 0 Z Co U Q I WASHERS OR PVC PIPE VERTICAL SECTION MAY BE SUBSITUTED FOR w<2 IL l_ ~ WALL MOUNT ALUMINUM OR STEEL PIPE Z O Q W SEE ANCHOR 1 - Q n D__� SCHEDULE ON U > SHEET7 FOR _ REQUIREMENTS 7/6" 7/8" m 1 1/4"•20 WINGNUT WOOD ROOF TRUSS EQ. EQ. 12-12"O.C. OR FRAMING MEMBER (3)1/4"LAG BOLTS I SHALL BE 24"O.C. Pue1 fd PERPENDICULAR TO V PANELFACE VERTICAL SECTION RobetJ.Amomeo TRAP MOUNT Florida P.E.No.49752 {t; 19Ogn/ DAMES q I �Q•:�'G"ENe••oq STUCCO FINISH OR ¢�� No 49752 :tea PLYWOOD SOFFIT #14X 3/4'TEK SCREW 3"X 1/4"CONT.ALUM. BETWEEN TRUSSES =�:• STATE OF �47� PLATE.EXTEND PLATE i�.P•..p TO NEXT TRUSS IF 0 �4�FS•.. O O R 1 .••p,���� HEADER ENDS MORE �h7S�ONA�Epp`,, THAN 12•BEYOND LAST PANM TRUSS q t1 PTC Product Design Group,LLC P.O.B'520775 Longrioad,FL 32752-0775 FBPECoe.AAWft.a NO.25935 VERTICAL SECTION SOFFIT CONNECTION SEE ANCHOR SCHEDULE SHEET7 1 r 1 SEEANCHOR ® m SCHEDULE ON SEEANCHOR SCHEDULE ON m EXISTING CONCRETE SHEET 7 FOR a MASONRY OR WOOn—\—�EMIB L� REQUIREMENTS SHEE7 FOR S or7 v CONCRETE, MASONRYSTRUCTURE 1!4"-20 X 12' EXISTING CONCRETEOR WOOD ANCHORSMACHINE BOLT MASONRY OR WOOD 1/4"-20 TRACK BOLT W/ ;[„ :%jp:; (SEE ANCHOR cc BNUT 12-12"O.0 1/4°-20WINGNUT STRUCTURE EM :.::..:...:. w12-12"O.C. v WINGNUT 12-12"O.C. ::������� SCHEDULE ON =m z 0EDGE PANEL 1.000" p w w ODIST. MIN SHEET 7) Z�' EDGE ....,•�i ' ' DIST. W Z U z Penn. CONCRETE, O MASONRY OR D_ o W a § - - WOOD WALL D. w Urn „�,T PA4F1d�lm HORIZONTAL SECTION m a� END CLOSURE(SEE INSTALLATION N VERTICAL SECTION I NOTE 7 ON SHEET I) BUILD-OUT MOUNT VERTICAL SECTION I CONCRETE, MASONRY BUH.D-OUT MOUNT + OR WOOD ANCHORS '2 2 (SEE ANCHOR y O o�= v SCHEDULE ON " w SHEEP z z EXISTING CONCRETE EDGE 114"-20 SIDEWALK BOLT DIST.[? WO S DIST. W/1!4%20 WINGNUTA MASONRY OR WOOD I{� '""�!'iEDGE I MIDSPAN OF PANEL :,:,:;:;;L�.'.. LL`-' Z V STRUCTURE DIST. H <LLI J Z o dIA y o CONCRETE:::.: ::a:::~1 cx z w N�¢ m z EMB. a PArEL MASONRY OR 0.750' ALTERNATE LEG a Z O z. .. T < 1/4"-20 WINGNUT WOOD WALL LOCATION m 1- U) I O SCHEDUL O ©� HORIZONTAL SECTION z N(L N SCHEDULER Q U SHEET 7 FOR P't'm- P��'LAP U _ REQUIREMENTS ^ PANEL 2� HORIZONTAL SECTION g bf END CLOSURE(SEE INSTALLATION I V VARIES NOTE 7 ON SHEET 1) ). VERTICAL SECTION MASONRY o DIRECT MOUNT CONCRETE, WOOD WALL MASONRY OR M F WOOD WALL CONCRETE Robert J.Amoroso MASON R MASONRY 0 Florida P.E.No.49752 CONCRETE MASONRY WOOD WALL n 1 I WOOD ANCHORS u n OR 0 D a I PANEL E e SEE ANCHOR ........ ... ... ..: ................................. . SCHEDULE ON ..... ............::.:.::::::::::::::::::::::.::.:::::::::::::. ................................. ;Q<•.,,•E. 'f/ 4 SHEET 7 O: d . z @: No 49752 :0- o - 0 y 1? �— yr;( - - 9 t z - 3 0 - -::o.. —z�z �9; STATE OF .� .............:si4:;'. >w � 0=z 0z0N wo�Q >w o PANEL PANEL PANEL o=0 a.00B• 4.000• N.OKRIAP 1/4° Yw.ov[wAP PTC Product Design Group,LLC PANEL (AT MAX. SEPARATION) (AT MIN. SEPARATION) P.Q. ;L 0775 322752-0775 52- CONCRETE, Long+mod,F MASONRY OR 1/4°0 BOLT AT 24° FBPE C-1/wlhoriratlon NO.25935 WOOD WALL OC WITH JACKNUT HORIZONTAL SECTION END CLOSURE(SEE INSTALLATION HORIZONTAL SECTION NOTE 7 ON SHEET 1) END CLOSURE(SEE INSTALLATION HORIZONTAL SECTION NOT97ON SIIEET I) END CLOSURE(SEE INSTALLATION SEE ANCHOR SCHEDULE NOTE 7 ON SHEET I) SHEET7 aJ,a o $ a zza,• vu• th rd w OD9C R 0.n91' �z.tBl' n 020n' O Q pi --{IIomsIII' 6Sy o w —U y S 8 �F'^2oo0 I I a Of p O w< r1 nLN• K x000' n.091• n.n8]• d W 0 a 5p� m ,,III x2.oml l--o�• m Q r�--z.000'� ,-•—x00D'—�I f 3.OW'�I � --1 F-- 1'BUILD—OUT"F'TRACKwO 'H'HEADER 1'BUILD—OUT'H'HEADER 5 'U"HEADER /1 'F"TRACK 7 6063—T6 aLuwNuu 6063—T6 AWMINUY Z 606J—i6 ALUMINUM 6o6J—TB AWMINUM 606J—T6 ALUMINUM (j 2"BUILD OUT'F'TRACK 3 2"BUILD—OUT"H'HEADER 606J—T6 ALUMNUM ? J 3 606J—T6 ZuQf M /1 3"BUILD—OUi'H"HEADER �\ 3'BUILD—OUT"F'TRACK LL Z 6063—T6 ALUMNUM 606J—Tfi ALUMINUM �z. (L Q ur aW"mMz >� z m �N m a,n• a.,u• O Z D co 0 U a O Q 0 WoQNO U O N x \ D _ & I �.—xcoo• T d I �1 ANGLE aANGLE ANGLE 606J—T6 ALUMINUM 3.000' c.ers' 606J—T6 ALUMINUM 12 6063—T6 ALUMINUM �,\ CORNER PANEL SEE GENERAL NOTE J,SHEET 1 Robert J.Amoruso Florida P.E.No.49752 PWnuHp 1,227" ALL STUDS 1/4"-20(TYP �.•`��pMES q'ri, 1/8"MIN. ANGLES STUDDED IN 4QS•�GENgOq'y 1.231" r��oO: F%0 0.573" 2.566" 11 SHORT LEG ONLY 3*:ij1yN�°o 09732DIi5 12 1!4"MIN. =9:' STATE OF 13 „EpO`: 1/4-20 X 3/4"18-8 `n STAINLESS STEEL KNURLED rl SO ALL THESE ANGLES STUDS 12-112"O.C. MAY BE STUDDED MAY BE INSTALLED IN PTC Product Design Group,LLC REVERSE DIRECTION P.G.Box 520775 Longwood,FL32752-0775 F6PE C"M1 MAUNorua,bn NO.z5935 ', r 12.500" - OPTIONAL LEG o ANCHOR MOUNTING HOLES STUDDED ANGLE DETAIL LOCATED ON EITHER 14.876" MUDDED ANGLE ZEE OR RAT BAR HORIZONTAL OR VERTICAL LEG,SEE MFG.DETAILS ¢ PANEL DP TABLE PANEL SEPARATION TABLE o a m PANEL DP TABLE NOTES: v w 1. ENTER PANEL DP TARE WITH POSITIVE AND NEGATIVE DESIGN LOAD TO SEPARATION REQUIREMENTS-WIND ZONES 1,2,3 AND 4 NOT INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) N LL w p DETERMINE MAX.LENGTH.POSITIVE LOADS LESS THAN NEGATIVE LOADS ARE Z O� r i gar,ACCEPTABLE. 1. REQUIRED(MANDATORY)SEPARATION REQUIREMENTS: I— LLW 1.1. PERASTM E3996-02 UNDERWHICHTHIS PRODUCr WAS TESTED AND APPROVED INTHIS PRODUCT APPROVAL DOCUMENT AND IN ACCORDANCE U W� F.-O 2. FORDESIGN LOADS BETWEEN TABULATED VALUES,USE NEXT HIGHER LOAD OR WITH THECURRENTEDRION FLORIDABUILOING CODE,ONLY POROUS SHUTTER ASSEMBLIES REQUIRE SEPARATION OF THE SHUTTER ASSEMBLY ¢O wU $ LINEAR INTERPOLATION TO DETERMINE ALLOWABLE DESIGN PRESSURE BASED ON FROM THE FENESTRATION UNIT. O a F ¢ INSTALLED PANEL LENGTH. 1.2. THIS PRODUCr IS A NON-POROUS SHUTTER ASSEMBLY.THEREFORE SEPARATION IS NOT REQUIRED BY ASTM E1996-02 AS ADOPTED BY THE d 7 w 0 y CURRENT EDITION FLORIDA BUILDING CODE. O 1.3. THE MANUFACTURER RECOMMENDS THE USER MAINTAIN A NON-MANDATORY MINIMUM 11NCH SEPARATION. 0.05V'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 ¢ THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Design Pressure Max.Panel Mid-Point Panel Length Fastener 2. NON-MANDATORY SEPARATION REQUIREMENTS DERIVED FROM ASTM E1996-09: Length(L) 2.1. THIS PRODUCTIS NOT TESTED OR APPROVED FORASTM E1996-09,THEREFORE THE FOLLOWING IS FOR GUIDANCE ONLY AND IS NON-MANDATORY c Positive Negative Range(LJ(In) Required per c (In) TO THIS APPROVAL W o Elevation 2.1.1. THIS PRODUCT WAS TESTED FOR WIND ZONES ITHROUGH 4,MISSILE LEVELD. j 28 28 144 from 138 t0 144 yes 2.1.2. FOR NON ESSENTIAL FACILITIES(I.E.BASIC PROTECrION),SEPARATION OF THE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS NOT ❑ c i N ro 31 31 138 from 132 to 138 yes REQUIRED. = 2.2.2.1. THE MANUFACTURER RECOMMENDS THE USER MAINTAIN A NON-MANDATORY MINIMUM I INCH SEPARATION. U U g w 34 34 132 from 126 to 132 yes 2.1.3. FOR ESSENTIAL FACILITIES,SEPARATION OFTHE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS REQUIRED FORTHE FOLLOWING. ? U $ C Y 37 37 126 from 120 t0 126 yes 2.1.3.1. FOR ASSEMBLY HEIGHTS<30 FT.IN WIND ZONES 1 AND 2,THE SEPARATION TABLE BELOW CAN BE USED. Z 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 MEET ASTM E1996-09 REQUIREMENTS. U. ZO 2.1.3.3. FOR ASSEMBLY HEIGHTS>30 FT.IN WIND ZONES I THROUGH 4,THE SEPARATION TABLE BELOW CAN BE USED. �H 0 ¢ 43 43 114 from 108 to 114 no 2.2. SEE SEPARATION TABLE BELOW FOR NON-MANDATORY SEPARATION REQUIREMENTS THAT MAY BE EMPLOYED. JZ0 rLW ¢ ai 46 46 108 from 106 to 108 no Lu Z❑ �a >¢ r m 47 47 106 from 102 to 105 no SEPARATION REQUIREMENTS-HIGH VELOCITY HURRICANE ZONE(HVHZ) a Z LL 0 rw Z 49 49 102 from 96 to 102 no N " 1. PER THE CURRENT EDITION FLORIDA BUILDING U p 52 52 96 from 90 t0 96 no STO M SHUTTER SHALL BE DESIGNED AND N U CONSTRUCrED TOREA MIN M A UM OF I INCH(25 MM)SE RESIDENTIAL ATION AT MAXIMUM DEFLECTION. Z_ C ION. U¢~Z O U 55 55 90 from 84 t0 90 no 2. THESEPARATION TABLE BELOW SHALL BE USED TO ASCERTAIN MINIMUM SEPARATION TION IS MAINTAINED MEETING THESE REQUIREMENTS. N-M d J 58 58 84 from 78 to 84 no LU m¢m o 61 61 78 from 72 to 78 no ¢n D.N w 64 64 72 from 56 to 72 no 0.050"Aluminum 24 Ga.Galvanized Steel 72 72 56 from 43to56 no Max.Panel Minimum Separation Max.Panel Minimum Separation =a 9 1 79 79 43 0to43 no Length(L)(in) Distance(in) Length(L)(in) Distance(in) _ C1 24 Ga.Galvanized Steel 144 5.703 144 5.625 z ff I Design Pressure Mid-Point 138 5.625 138 5.594st) a Max.Panel Panel Length Fastener Length(L) 132 5.547 132 5.563 Positive Negative (In) Range(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 114 5.328 114 5.469 Florida P.E.No.49752 29 31 132 from 126 to 132 yes 31 32 126 from 120 to 126 yes . 108 5.266 108 5.438 ,+ MES If* �+..J....... r�i 33 34 120 from 114 to 120 yes 106 5.245 106 5.427 +�`oO�Q-v�GEN@ 35 35 114 from 108 to 114 no 102 5.203 102 5.406 =e= Nc 49752 0 37 38 toe from 106 to 108 no 96 5.141 96 5.375 � 38 39 106 from 102 to 106 no �9-, IS r OF 90 5.078 90 5.344 o '�- 39 41 102 from 96 to 102 no �T••r4 D pPO�?�.` 41 44 96 from 90 to 96 no 84 5.016 84 5.313 "!i,SS,ONA EN+++` 43 47 90 from 84 to 90 no 78 4.963 78 5.281 45 50 84 from 7B to 84 no 72 4.913 72 5.250 47 53 78 from 72 to 78 no 49 56 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.Box 520775 59 71 43 1 0 to 43 no Longwood FL 32752-0T75 FBPE Cart.o/ANrndratlon N0.25935 NOTE FOR SEPARATION TABLE: 1. THISTABLE'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. 1/4"DIA. SUBSTRATE ANCHOR SCHEDULE 12 `� 3 0 o m SUBSTRATE MINIMUM MINIMUM MIN.SPACING ON CENTER FASTENER TYPE EMBEDMENT EDGE DIST. BETWEEN DIAMETER (O.C.) U W FASTENERS (in.) ON =m Z TYPE STRENGTH (in.) - (in.) (in.) (in.) O n r¢ 1/4"DIA.WOOD SCREW v w z LAG SCREW S-P-F SG=0.42 17/8 1 1114 1/4 12 n Q O w U $ TAPCON SG S-P-F SG=0.42 112 3!4 1 tl4 114 12 0 0-� ¢y SAMMYSSHUTTER SCREWS S-P-F SG=0.42 112 314 11/4 1/4 12 0_ 'W Om FEMALE ELCO PANELMATE S-P-F SG=0.42 1 718 314 1 114 1/4 12 U ELCO PANELMATE PLUS S-P-F I SG-0.42 1 7/8 314 1 114 12 m Q 1/4"DIA.C-1-14TE SCREW IN CONCRETE/MASONRY ELCO CRETE-FLEX SS4 CONCRETE 3350 PSI 1 3A 1 314 2114 1/4 12 ITW TAPCON(CS) CONCRETE 2000 PSI 1 3/4 3 3 114 12 > c ITW TAPCON(SS)(SCOTS) CONCRETE 3000 PSI 1 314 212 3 114 12 ca n ELCO TAPCON CONCRETE 2700 PSI 1 314 1 4 114 12 1O 2 O POWERS TAPPER CONCRETE 2000 PSI 1314 4 2112 1/4 12 o (n n I ELCO PANELMATE PLUS CONCRETE 3350 PSI 1 314 212 0 114 12 POWERSCALK-IN CONCRETE 2000 PSI 7/8 2 1114 114 12 Z $ TAPCON SG CONCRETE 3295 PSI 1 3/4 1 1/4 3 1/4 12 SAMMYS SHUTTER SCREWS CONCRETE 3295 PSI 1 2 1/4 1 114 1 3 114 12 LL.- Z 1/4"DIA.CONCRETE SCREW IN CMU HOLLOW TAPCON SG CMU HOLLOW 1500 1 1/4 212 3 1/4 12 Z Z o 2, "i W�M 0'_W am F m SAMMYS SHUTTER SCREWS CMU HOLLOW 1500 1 1/4 2 12 3 1/4 8 Q W Z POWERS CALK-IN 1500 C90 718 3 2 12 114 8 .LL I.- X 1/4"DIA.CONCRETE SCREW IN CMU GROUT FILLED W w a I.-U.] C)Z m U p Q Z SAMMYS SHUTTER SCREWS CMFI LLED� 2000 212 1 1/4 3 1!4 12EL W 4 -L�¢ J TAPCON SG CMU GROUTFILLED 2000 1 314 1 114 3 1/4 12 V d==O �W ANCHOR SCHEDULE ABOVE FOR USE WITH WOOD, CONCRETE OR c=, , 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 i= WINGNUTS 1/4-20 X 3/4"KNURLED STUDS Robert J.Amoroso Florida P.E.No.49752 WITH WASHER WINGNUT OR 114-20 SIDEWALK BOLTS WITH HANDLE BOLTED I POWERS CALK-IN FOR Opt�pME3 q�i�� IN PLACE WITH DIRECT MOUNT Al 04¢''1.��'ENBF #8 BOLT AND BUT No 49752 ''A0 STATE OF :W� ,o�4is�ONA1,EpO`'��`` 2"X 8"MAX.X 1/8"ALUMINUM ANGLE OR DIRECT MOUNT PTC Product Design Group,LLC P.O.Box 520775 PANEL NOTCHED AT BOTTOM Longw dl,FL 32752-0775 TO PASS OVER STUD AND /4-20 BOLT WITH LOCKNUT MIE Cart.o/AuNorl Wo NO.25995 WINGNUT OR SIDEWALK 5-12"TO 7-12"FROM TOP& BOLT AT SILL-EACH SIDE BOTTOM ON EACH SIDE EGRESS SHUTTER ASSEMBLY