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HomeMy WebLinkAboutProduct Approval (2) (0 as D Equivalency Evaluation to Current Edition FBC Date: April 30, 2015 PTC Report No.: 2210 Report Revision No.: 1 PTC Project No.: 415-0109 Product Mfg.: Hurricane Storm.Panel Mfg. Inc. 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 Product Name: HVHZ Impact Storm Panel Product Category: Shutters Product Sub-Category: Storm,Panels Compliance Method: Product Approval Rule 61G20-3.015(4)(d)—Equivalence of Standards Prepared By: Robert J.Amoruso, P.E. Florida P.E. License Number 49752 PTC Product Design Group;LLC FBPE Certification of Authorization No. 25935 CERTIFICATE OF INDEPENDENCE j°° s Digitally signed by ,�. SpMES q�.,�° Robert J.Amoruso 000�Q��.•'C E 1V Q ice. PTC Product Design Group, LLC and Robert J. Amoruso, �.�om•• �:` `SF'•:p�/''� DN:cn=Robert J. P:E. do not have, nor will acquire, any financial interest 49752 .O Amoruso,o,ou=PTC * f Product Design Group, in the company manufacturing or distributing =:� 9 P, Ar product(s) covered by this Product Evaluation Report. .'t .= email,Mrobert@ptc- PTC Product Design Group, LLC and Robert J. Amoruso, e,Fs •o R �,�• °as�aNALE +��� Date:2015.04.30 P.E. do not have,.nor will acquire any financial interest +++, ,+++`� 18:12:17-04'00' in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluated By: Evaluation Report. Robert J.Amoruso, P.E. Florida P.E. License Number 49752 PTC Product Design Group, LLC Project No.415-0109 Pagel 1 PO Box 520775 Equivalency Evaluation Longwood, FL 32752-0775 for Product Evaluation Phone:321-690-1788 Fax: 321-690-1789 Report No. 2210 Rev. 1 FBPE Certification of Authorization No. 25935 Scope Evaluate equivalency of testing standards used for the performance testing of Hurricane Storm Panel Mfg. Inc.'s HVHZ Impact Storm Panel for conformance to the Current Edition of the Florida Building Code—Building and Residential Volumes including the High Velocity Hurricane Zone (HVHZ). Description of Product Installation Requirements See Reference 1.a for a description of the product, its installation and other pertinent data-related to its approved use. Performance and Testing Standards Reference 2 conducted testing to the following standard(s). See Reference 3.b for Code Conformance Evaluation to the Current Edition of the FBC for these testing standards. 1) ASTM E330-97, Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference 2) ASTM E330-02,Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights - and Curtain Walls by Uniform Static Air Pressure Difference 3) ASTM E1886-02, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials 4) ASTM E1886-97, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials 5) ASTM E1996-02, Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Windborne Debris in Hurricanes. 6) TAS201-94, Impact Test Procedures. 7) TAS202-94, Criteria for Testing Impact& Non-Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 8) TAS203-94, Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. Equivalency Evaluation The changes in revision level of the ASTM Standard Test Methods and Practices as part of the Current Edition of the FBC/FRC have been reviewed and found not to affect the method of testing, acceptance criteria, or reporting criteria in such a manner as to result in any change in the performance of the aforementioned product. As such, test results obtained from testing to these standards are valid for demonstrating compliance to the Current Edition of the FBC/FRC.The following table compares the revision levels of the Standards used in testing vs. those required by the Current Edition of the FBC/FRC and older versions of the FBC/FRC. It has been PTC Product Design Group, LLC Project No.415-0109 Page 2 PO Box 520775 Equivalency Evaluation Longwood, FL 32752-0775 for Product Evaluation Phone: 321-690-1788 Fax: 321-690-1789 Report No. 2210 Rev. 1 FBPE Certification of Authorization No. 25935 determined that Standards used in testing are equivalent to those in the Current Edition of the FBC/FRC in accordance with Product Approval Rule 61G20-3.015(4)(d)—Equivalence of Standards. PERFORMANCE TESTINGCurrent Edition Revision Code Level used in Comments Organization Document Testing FBC FRC E330 97 02 02 Older Revision level used in testing from that required by Current Code E330 02 02 02 Same Revision level used in testing as required by Current Code ASTM E1886 97 02 02 Older Revision level used in testing from that required by Current Code E1886' 02 02 02 Same Revision level used in testing as required by Current Code E1996 02 02 02 Same Revision level used in testing as required by Current Code The changes to TAS 201,TAS 202 and TAS 203 have been reviewed and found not to affect the method of testing, acceptance criteria, or reporting criteria in such a manner as to result in any change in the performance of the aforementioned product.As such,test results obtained from testing to these standards are valid for demonstrating compliance to the Current Edition of the FBC/FRC. . See Reference 3.a Product Evaluation Report for additional details. References and Supporting Documents. 1) Drawings a. HSPM0001, Rev. B, dated 4/30/15,signed and sealed by Robert J..Amoruso, P.E.,Hurricane Storm Panel Manufacturing, HVHZ Impact Storm Panel, Installation Anchorage Details. 2) Tests a. ATLNC 0428.01-04, KD Manufacturing Storm Panels,0.050"Aluminum Corrugated. Dated 5/28/04,Signed and Sealed by David Johnson, P.E. b. ATLNC 0428.03-04, KD Manufacturing Storm Panels, 24 GA Steel Corrugated. Dated 5/28/04, Signed and Sealed by David Johnson, P.E. c. ATLNC 0224.01-09, KDIManufacturing Storm Panels,24 GA Steel Corrugated. Dated 2/25/09; Signed and Sealed by David Johnson, P.E. PTC Product Design Group, LLC Project No.415-0109 Page. 3 PO Box 520775 Equivalency Evaluation Longwood, FL 32752-0775 for Product Evaluation Phone:321-690-1788 Fax:321-690-1789 Report No. 2210 Rev. 1 FBPE Certification of Authorization No.25935 d. ATLNC 0224.02-09, KD Manufacturing Storm Panels, 0.050"Aluminum Corrugated. Dated 2/25/09,Signed and Sealed by David Johnson, P.E. 3) Reports a. PTC Report No. 2210, Rev. 1,Hurricane Storm Panel Manufacturing, HVHZ Impact Storm Panel, Product Evaluation to the Current Edition FBC, Dated 4/30/15,signed and sealed by Robert J. Amoruso, P.E. PTC Product Design Group, LLC Project No.415-0109 Page 4 PO Box 520775 Equivalency Evaluation Longwood, FL 32752-0775 for Product Evaluation Phone: 321-690-1788 Fax:321-690-1789 Report No. 2210 Rev. 1 FBPE Certification of Authorization No.25935 1 Product Conformance to 6th Edition (2017) Florida Building Code Rule 61G20-3 F.A.C. I Project No. 417-0706 1 10/24/17 1 Page 1 of 1 Product Manufacturer Product Name, Model and/or Description Hurricane Storm Panel Mfg. Inc. HVHZ Impact Storm Panel 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 Florida Product Approval No.: FL16293 Code: 6th Edition (2017) Florida Building Code . Compliance Method: Product Approval Rule 61620-3.007(1)(f)—Self-Affirmation Code Conformance Review: The undersigned has reviewed the above referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards,and testing as noted in the approved documents to be in compliance with the 6th Edition(2017) Florida Building Code. It has been concluded that no revisions or changes to the referenced standards have occurred between the following (where applicable)that affect the results of design,testing or engineering of the approved product(s). • Chapter 35 of the 5th Edition (2014) Florida Building Code compared to Chapter 35 of the 6th Edition (2017) Florida Building Code • Chapter 46 of the 5th Edition (2014) Florida Residential Code compared to Chapter 46 of the 6th Edition (2017) Florida Residential Code • Test Protocols for HVHZ/51h Edition (2014) Florida Building Code compared to Test Protocols for HVHZ/6th Edition (2017) Florida Building Code,specifically the following where applicable. o TAS 201-94,TAS 202-94 and TAS 203-94 • The product evaluation for separation distance of the shutter to glazing remains valid. For non-HVHZ applications, no new requirements have been introduced into the 6th Edition (2017)FBC. For HVHZ applications,the"minimum of 1-inch (25 mm)separation at maximum deflection" remains valid per Section 2413 of the 6th Edition (2017) FBC. Therefore,all test standards used in testing and all design standards used in design and engineering of the currently approved product(s)remain valid for compliance to the 61h Edition (2017)of the Florida.Building Code. Certificate of Independence per Product Approval Digitally sIgned Rule 61 G20-3.009 yE ��f,o�, "� by Robert J ��•• E" •. °`',- PTC Product Design Group, LLC and RobertJ..Amoruso, P.E. ���� :'�tGS ••:� •S.e does not have,nor will acquire,any financial interest in the �•'• N 49752 �c company manufacturing or distributing product(s)covered Amoruso -by this Product Evaluation Report. Date. Q: STA E OF :1V PTC Product Design Group, LLC and Robert J.Amoruso, P.E. r'';0 �<p R�p4• ,�e 201 7 1 0 y25 do not have, nor will acquire any financial interest in any jQNA� `� other entity involved in the approval process or testing of 11 :5 2.44 -04'00 the'product(s)covered by this Product Evaluation Report. y Evaluated by: Robert J.Amoruso, P.E. FL P.E. License No.49752 PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 I I , r/L. 321-690-1788 I FBPE Certification of Authorization No. 25935 ArFff ` Certificate of Independence Date: April 30, 2015 PTC Report No.:. 2210 Report Revision No.: 1 PTC Project No.: 415-0109 Product Mfg.: Hurricane Storm Panel Mfg. Inc. 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 Product Name: HVHZ Impact Storm Panel Product Category: Shutters Product Sub-Category: Storm Panels Compliance Method: Product Approval Rule 61G20-3.009—Certification of Independence Robert J.Amoruso, P.E. Prepared By: Florida P.E. License Number 49752 PTC Product Design Group, LLC FBPE Certification of Authorization.No. 25935 CERTIFICATE OF INDEPENDENCE SpAAES®l't��i Digitally signed by Robert � •'�CEIVS!110.x►°°i J.Amoruso PTC Product Design Group, LLC and Robert J. Amoruso, �'o�'='L F'•.G�;-1 DN:-cn=Robert J. P.E. do not have, nor will acquire, any financial interest = N 49752 •=� Amoruso,o,ou=PTC " * 'Product Design Group, in the company manufacturing or . distributing W.v = 9 p product(s) covered by this Product-Evaluation Report. ?�: STA £ OF •'�� email robert@ptc- PTC Product Design Group, LLC and Roberti.Amoruso ��^'•''�4. P =2�:� corp.com;e= P.E. do not have, nor will acquire any financial interest °o;;S1pNA%_E� Date:2015.04.30 18:21:42 in any other entity involved in the approval process or "f0 � -0400 testing of the product(s) covered by this Product Robert J.Amoruso, P.E. Evaluation Report. Florida P.E. License Number 49752 PTC Product Design Group, LLC Project No.415-0109 Page 1 PO'Box 520775 Cert. Of Independence Longwood, FL 32752-0775 for Product Evaluation Phone:321-690-1788 Fax: 321-690-1789 Report No. 2210 Rev.1 FBPE Certification of Authorization No. 25935 r ' HURRICANE STORM PANEL MANUFACTURING N � T S O IIVHZIMPACT STORMPANEL GENERAL NOTES: INSTALLATIONANCHORAGE DETAILS - C5 INSTALLATION NOTES: H 1. THIS PRODUCT HAS BEEN TESTED AND IS DESIGNED TO COMPLY WITH THE OPENING PROTECTION REQUIREMENTS OF THE CURRENT W Z 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 a o w Q o (HVHZ-LMI)AND WIND BORNE DEBRIS AREA(WIND ZONE 4,MISSILE LEVEL D). EDGE DISTANCE AND REQUIRED ON CENTER(O.C.)ANCHOR SPACING. Of j aK N D_ w O I.I. 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 05/28104,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 c ARCHITECT OF RECORD. 4. FOR CONCRETE BLOCK APPLICATIONS,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. o c , L 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 F r w 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. = as> 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 tai. w w 5. AT LEAST ONE WARNING NOTE PER OPENING MAYBE PLACED INA CONSPICUOUS LOCATION ON THE PANEL SYSTEM ADVISING THE THE FOLLOWING PROPERTIES: Et u7 Q m HOMEOWNER OR TENANT THAT THE PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL PANELS AND FASTENERS ARE w Z maw < 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. Q Iii m p' '¢ z m COULD CAUSE INJURY. 6.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SHOWN IN ANCHOR SCHEDULE ON a Z_j OZ SHEET 7. t'-~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. IY Q F 2 OPENING)IN ALL DIRECTIONS. O Z m U~ 7. STORM SHUTTER END CLOSURE: to dg 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< H 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. Qa N ASSEMBLY IS REQUIRED.HOWEVER,THE MANUFACTURER SUGGESTS A MINIMUM SEPARATION OF 1 INCH.,THE SEPARATION TABLE 7.2. HIGH VELOCITY HURRICANE ZONE(HVHZ)INSTALLATIONS. U ; r ` Q � 1/4"-20 MALE PANELMATE W/ WINGNUT EXISTING CONCRETE EDGE SEEANCHOR MASONRY OR WOOD DIST. EXISTING CONCRETE SCHEDULE ON p �' EXISTING CONCRETE STRUCTURE * MASONRY OR WOOD SHEET 7 FOR S MASONRY OR WOOD * REQUIREMENTS 1/4"-20X12° c rn STRUCTURE MACHINE BOLT STRUCTURE * b �G;; EMB L�� K EMBa c I 8 NUT 12-1/2"0 C a U W mW WO SEEANCHOR a EMB * - Z •dpp°W" SCHEDULE ON • ;:�"r �-- o Q W ° � e SHEET 7 FOR ,;.t„,,,,•:;. * EDGE q o U UJ N_ u.U, * EDGE .' v. ' REQUIREMENTS _ DIST. n 't' W F-Z U 2 CL �6 I d6 y mu I P/NR 114'-20WINGNUTS a •' 12-12"O.C. N N O EXISTING C CRETE OR VVVYYY 1114"-20 TRACK BOLT Wl Oj o N MASONRY S RUCTURE IEXISTING CONCRETE EXISTING CONCRETE WINGNUT 12-12°O.C. Z g I I a S uy MASONRY OR WOOD J :i�>:: MASONRY OR WOOD STRUCTURE ,:F"` LL W `;i_: {+I STRUCTURE I.- Q y EDGE - J Z d Z EMB Q uj DIST. a o' * :>;•~-- Z W m 0 Z m atl • tl• .. -7�; * EDGE a Z LL Q W DIST. g wa •e =•'� * 114'-20X12° U)Q FJ * I BEEANCHOR EDGE DIST. 'p =5�.�' MACHINE BOLT y Z m U U EMB If_ POWERS CAL W! SCHEDULE ON SEE ANCHOR ;;;;�� 8 NUT 12-12"O.0 y Q !L W 114"-20 SID LK BOLT 12-12"O.C. SHEET 7 FOR VERTICAL SECTION SCHEDULE ON m J REQUIREMENTS DIRECT MOUNT SHEET7 FOR * Z o Q–W TICAL SECT REQUIREMENTS EMB�-- Q n a N> ECT MOU VERTICAL SECTION z 9 j m SCHEDULEE O SEE ANCHOR K I EXISTING CONCRETE * SCHEDULE ON SHEET 7 * 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 WOOD EMB f•�– REQUIREMENTS EXISTING CONCRETE * SCHEDDUT 7 FLE OR © WINGNUT 12-12"O.C. STRUCTURE MASONRY OR WOOD EMBI— REQUIREMENTS STRUCTURE * EDGE DIST. EDGE t' y. rY * DIST. ' ...- r EDGE o 4 'it.;,•; < DIST. 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'q � O FBFE COR.otAuthorixeSon NO.]5935 'i SEEANCHOR SCHEDULE ON EMB 1/4"-20 MALE PANELMATE W/ SEEANCHOR SEE ANCHOR a SHEET?FOR SCHEDULE ON SCHEDULE ON „� WINGNUT I2-12"O.C' SHEET7FOR SHEET FOR REQUIREMENTS REQUIREMENTS EM DIRECT EMS VERTICAL SECTION *SEE ANCHOR SCHEDULE DIREDTM°DNT VERTICAL SECTION VERTICAL SECTION BHEET7 BUILD-OUT MOUNT DIRECT MOUNT * EMBEDMENT INTO STRUCTURE m IN ACCORDANCE WITH THIS DRAWING SEE ANCHOR 2"MAX SCHEDULE ON O S EXISTING CONCRETE SHEET 7 FOR p < m EXISTING CONCRETE * REQUIREMENTS MASONRY OR WOOD MASONRY OR WOOD EMB�— • - 11CK BOLT W/ STRUCTURE wSTRUCTURE WINGNUT 12-10 O.C. = W D STAND-OFF MADEOF WALUMINUM ° OLU ROUND STRUCTURAL STEEL TUBING, LU v LU W FdLL• DIST. a ;:Yyi PAINTED(7116"OD W/.065"THICK WALL) Q p W V ' d o oa 'ti 4�F'j i:•�'� PANEL SEE ANCHOR s� Q. SCHEDULEON W U SHEET 7 FOR 11 1 REQUIREMENTS i NONSTRUCTURAL FINISH MATERIAL(BRICK. m Q WOOD,STUCCO,STYROFOAM OR OTHER)IN I` BRICK USE MORTAR JOINTS WHERE POSSIBLE ig ANGLE TO WALL PANEL TO ANGLE 1/4'-20 TRACK BOLT WI WINGNUTI2-12"O.C. `o LL 12 O VERTICAL SECTION WALL MOUNT a.' (3 w EDGELU EXISTING CONCRETE DIST. SEE ANCHOR o u' Z MASONRY OR WOOD I ~u)<[L//7 SCHEDULE ON STRUCTURE SHEET7 FOR T O W j N O d F m o fir;, REQUIREMENTS 2lll �F. 8'a" ,Z * -2"MAX. NOTE: a Z IJi W EMBEDMENT INTO STRUCTURE * EMB. IN ACCORDANCE WITH -- STAND-OFF:MADE OF w�}W J WOOD,STAIN LESS STEEL Q F'- o THIS DRAWING O Z U Q WASHERS OR PVC PIPE F, 0]Q U VERTICAL SECTION MAY IN SUBSITUTED FOR W d F - ALUMINUM OR STEEL PIPE W O Q�W WALL MOUNT' Z N d N SEEANCHOR U � _ SCHEDULE ON —Q, _ SHEET 7 FOR y� REQUIREMENTS 718" 7/8" EQ. EQ. 1/4"-20 WINGN WOOD ROOF TRUSS (3)1/4'LAG BOLTS 12.12"O.C. d OR FRAMING MEMBER 24"O.C. PN✓d S SHALL BE PERPENDICULAR TO PANELFACE VERTICAL SECTION 1 Robert J.Amoroso TRAP MOUNT Florida P.E.No.49752 MES `�`O�4.QtV\GENBF STUCCO FINISH OR Q: No 48752. .C7 PLYWOOD SOFFIT #14X314"TEK SCREW �-pl 1�30Ii5 t¢ 3"X 1/4"CONT.ALUM. BETWEEN TRUSSES %9.c;L STATE OF 4/� PATE.EXTEND PLATE TO NEXT TRUSS IF HEADER ENDS MORE �ONAtsE���� THAN 12"BEYOND LAST PANG TRUSS PTC Product Design Group,LLC P.O.Bax 520775 Longwood,FL 32752-0775 FBPEC—fAU flvdon NO.25 5 VERTICAL SECTION SOFPTT CONNECTION *SEE ANCHOR SCHEDULE SHEET 7 m a SCHEDUL O rr SCHEDULE ON SEEANCHOR EXISTING CONCRETE * SHEET 7 FOR SCHEDULE ON OI MASONRY OR WOOD EMB�— REQUIREMENTS SHEET 7 FOR S STRUCTURE 1/4"-20X12° EXISTING CONCRETE * REQUIREMENTS ORNWO D ANCHORS ub o Q MACHINE BOLT MASONRY OR WOODub p &NUT 12-12"O.0 1/4"-20 WINGNUT STRUCTURE EMB�— 1/4"-20 TRACK BOLT W/ (SEE ANCHOR U W *EDGE a 12-t2'O.C, c l e s WINGNUT 12-10 O.C. SCHEDULE ON x m Z w DII7TSST— o, `.aS LLI EDGE p. 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K 0)¢F OZ03 0 SEE ANCHOR �© HORIZONTAL SECTION ® w2_1 o<_ro SCHEDULE ON PANEL PANEL LAP Q^E- N Q SHEET 7 FOR L) >U REQUIREMENTS PANEL = =�- HORIZONTAL SECTION = 1 END CLOSURE(SEE INSTALLATION V VARIES NOTE 7 ON SHEET 1) VERTICAL SECTIONCONCRETE, MASONRY OR DIRECT MOUNT CONCRETE, WOOD WALL MASONRY OR WOOD WALL CONCRETE, CONCRETE, MASONRY Robert J.Amoruso MASONRY OR Florida P.E.No.49752 OR WOOD ANCHORS WOOD WALL SSEE ANCHOR MES CHEDULE ON PANEL ;�4P��GENg°° gyp 0:� F SHEEP 7) ?C' N.49752 °'O woos Cc 10 STATE OF AWS vI u,o w Zo PANEL PANEL PANEL aw v A x .aoo- I/4" YIN.OJENIAP YIN.OVERIAP PTC Product Design Group,LLC PANEL (AT MAX. SEPARATION) (AT MIN. SEPARATION) P.O.Box 520775 � CONCRETE, Longwood,FL 32752-0775 -MASONRY OR 1/4'O BOLT AT 24° FBPECoRoIANhortetlonN0.259a5 WOOD'WALL OC WITH JACKNUT HORIZONTAL SECTION END CLOSURE(SEE INSTALLATION HORIZONTAL SECTION NOTE 7 ON SHEET I) END CLOSURE(SEE INST'ALLA'TION HORIZONTAL SECTION NOTE 7 ON SHEET I) ENDCLOSUBE(SEE INSTALLATION SEE ANCHOR SCHEDULE NOTE 7 ON SHEET 1) SHEET 7 l m Q 2.211 5.x11' a.21{' U W OOB{' Lasa• I'�axer '�_' Z 0 a z L I I ' O m¢ o ozw• F- t-`o Q W I 0.375" LU � b U Wu F LD F--i I � d d d Q Q.O m Q c n w s.oao' S a LU LL 9 O.OaI' 0.09{' 0.06]' d d 7 W U N NlU I ase{• m Q F--zaoo'--I I-vaao---I 4--x.000•-{ I oa9a- L � n 'H'HEADER 1' BUILD-OUT 'F'TRACK c y 0 n �� 1' BUILD-OU7'H' HEADER 'U'HEADER /1 'F°TRACK = N' 6063-TB ALUMINUM 6063-'16 ALUMINUM 6063-T8 ALUMINUM I t`./I 6063-T6 ALUMINUM I BLTfi ALUMINUM U n �� 2° BUILD-OU7'H'HEADER 2' BUILD-OUT 'F'TRACK Z , 6083-TB AWAIINUN 6083-TB ALUMINUM J r1 3' BUILD-OUT°H'HEADER n 3' BUILD-OUT"F'TRACK LL W 8063-Tti ALUMINUM I- Q 6063-TB PLUNINUM JZ Do d Q Uj QWZmi.-: M O0,Z g9� Z m a > S to ZO U o.1a' W m Q U - --� I J \ $ I x.aao' F-s.000'� I G.l ANGLE @W ANGLE 6063-T6 AWMINUM 1'1 ANGLE 6063-TB ALUNINUY �\ CORNER PANEL ao6o' o.axs' U 6083-Te AWMINUM SEE GENERAL NOTE J,SHEET 1 Robert J.Amoruso Zda P.E.No.49752 11111111111/IAAi, 1.227 ALL STUDS 1/4"-20(TYPq' 1.231 118"MIN. ANGLES STUDDED IN 4Pr•�GENs 9 0.573" 2.566" 11 SHORT LEG ONLY ? No 49752 12 1/4"MIN. 13 :�r�ogDov. '�AAS.1i8�ONA�ENO,: 1/4-20 X 3/4"1 B 8 in D00 ALL THESE ANGLES STAINLESS STEEL KNURLED MAY BE STUDDED STUDS 12-1/2"O.C. MAY BE INSTALLED IN PTC Product Design Group,LLC REVERSE DIRECTION P.10.Box 520775 Longwood.FL 32752-0775 _ FT3PE GK of A"Norisnlbn NO.x59]5 I 12.500" OPTIONAL LEG rn o ANCHOR MOUNTING HOLES STUDDED ANGLE DETAIL LOCATED ON EITHER 14.876° STUDDED ANGLE.ZEE OR FLAT BAR HORIZONTAL OR VERTICAL LEG,SEE MFG.DETAILS x m � PANEL DP TABLE PANEL SEPARATION TABLE D) a 4 s PANEL DP TABLE NOTES: h m x 1. ENTER PANEL DP TABLE WITH POSITIVE AND NEGATIVE DESIGN LOAD TO SEPARATION REQUIREMENTS-WIND ZONES 1,2,3 AND 4 NOT INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) p LL w WO DETERMINE MAX.LENGTH.POSITIVE LOADS LESS THAN NEGATIVE LOADS ARE Z 0 N M 0 ACCEPTABLE. 1. REQUIRED(MANDATORY)SEPARATION REQUIREMENTS: H F o . w 1.2. PERASTM E1996-02 UNDERWHICH THIS PRODUCT WAS TESTED AND APPROVED IN THIS PRODUCTAPPROVAL DOCUMENTAND IN ACCORDANCE U w� u Z 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 OF THE SHUTTER ASSEMBLY W Q ZO w V LINEAR INTERPOLATION TO DETERMINE ALLOWABLE DESIGN PRESSURE BASED ON FROM THE FENESTRATION UNIT. O 0— �Q 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 jp xa CURRENT EDITION FLORIDA BUILDING CODE. D- w O m 1.3. THE MANUFACTURER RECOMMENDS THE USER MAINTAIN A NON-MANDATORY MINIMUM I INCH SEPARATION. 0 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). 2. NON-MANDATORY SEPARATION REQUIREMENTS DERIVED FROM ASTM E1996-09: 2.1. THIS PRODUCT IS NOTTESTED OR APPROVED FOR ASTM E3996-09,THEREFORE THE FOLLOWING IS FOR GUIDANCE ONLY AND IS NON-MANDATORY TOTHISAPPROVAL W o 2.1.1. THIS PRODUCT WAS TESTED FOR WIND ZONES ITHROUGH 4,MISSILE LEVEL D. j LL 2.1.2. FOR NONESSENTIAL FACILITIES(I.E.BASIC PROTECTION),SEPARATION OF THE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS NOT W o = REQUIRED. m ' 2.1.2.1. THE MANUFACTURER RECOMMENDS THE USER MAINTAIN A NON-MANDATORY MINIMUM 11NCH SEPARATION. U U w 2.1.3. FOR ESSENTIAL FACILITIES,SEPARATION OF THE SHUTTER ASSEMBLY FROM THE FENESTRATION UNIT IS REQUIRED FOR THE FOLLOWING. ? Ina 'Y 2.1.3.1. FOR ASSEMBLY HEIGHTS!30 FT.IN WIND ZONES I AND 2,THE SEPARATION TABLE BELOW CAN BE USED. JZ 2.1.3.2. FOR ASSEMBLY HEIGHTS<30 FT.IN WIND ZONES 3 AND 4,THIS PRODUCT DOES NOT MEET ASTM E1996-09 REQUIREMENTS. LL 1110 _ 2.1.3.3. FOR ASSEMBLY HEIGHTS>30 FT.IN WIND ZONES 1 THROUGH 4,THE SEPARATION TABLE BELOW CAN BE USED. �'m Z_ 2.2. SEE SEPARATION TABLE BELOW FOR NON-MANDATORY SEPARATION REQUIREMENTS THAT MAY BE EMPLOYED. J Z m d(2 Bj wL SEPARATION REQUIREMENTS-HIGH VELOCITY HURRICANE ZONE(HVHZ) IL Lu Z �W i a ��vJ � 1. PER THE CURRENT EDITION FLORIDA BUILDING CODE,CHAPTER 24 AND THE CURRENT EDITION FLORIDA RESIDENTIAL CODE,CHAPTER 44,THE I-:}Fes-Z STORM SHUTTER SHALL BE DESIGNED AND CONSTRUCTED TO INSURE A MINIMUM OF 1 INCH(25 MM)SEPARATION AT MAXIMUM DEFLECTION. O Z m V Q 2. THE SEPARATION TABLE BELOW SHALL BE USED TO ASCERTAIN MINIMUM SEPARATION IS MAINTAINED MEETING THESE REQUIREMENTS. NKmaJ Ju J 4�aNw x rc _IL I x IL e x 0LU g J Z a Robert J.Amoruso. Florida P.E.No.49752 �9�, STATE OFttou sfO11.11% p PTC Product Design Group,LLC P.O.Boz 520775 Longwood,FL 32752-0775 FSPE COM1 of ANMrireeon NO.25935 NOTE FOR SEPARATION TABLE: 1. THIS TABLE'S SEPARATION DISTANCE REQUIREMENTS ENVELOPE THAT REQUIRED BY ASTM E1996 AND THE CURRENT EDITION FLORIDA BUILDING l CODE,CHAPTER 24 AND THE CURRENT EDITION FLORIDA RESIDENTIAL CODE,CHAPTER 44. m ¢ 1/4"DIA. SUBSTRATE ANCHOR SCHEDULE o s o MIN.SPACING ON CENTER SUBSTRATE MINIMUM MINIMUM BETWEEN DIAMETER (O.C.) FASTENER TYPE EMBEDMENT EDGE DIST. FASTENERS (in.) SPACINGca w O TYPE I STRENGTH (in.) (in.) (in.) (in.) Z 0 4 I � F Fo ¢W 1/4"DIA.WOOD SCREWLU ujZ LAG SCREW S-P-F SG-0.42 1 718 1 1 ilb 114 12 'O p 0 Lu v o TAPCON SG S-P-F SG=0.42 1 12 314 11/4 114 12 a 7 O to -_ 314 w U FEMALE ELCO PANELMATE S-P-F SG-0.42 4 1 1!4 114 12 m ¢ ELCO PA 114"DIA.CONCRETE SCREW IN CONCRETE/MASONRY ELCO CRETE-FLEX SS4 CONCRETE 3350 PSI 1 314 1 314 2 114 114 12 ITTAPCON(CS) CONCRETE 2000 PSI 1 314 3 3 114 12 W P c n ITW TAPCON(SS)(SCOTS) CONCRETE 3000 PSI 1 314 21/2 3 1/4 12 `o u. ELCO TAPCON CONCRETE 2700 PSI 1 314 1 4 11412 W u�i D- O POWERS TAPPER CONCRETE 2000 PSI 1314 4 212 114 12 U) o S ELCO PANELMATE PLUS CONCRETE 3350 PSI 1 314 2112 0 114 12 d ¢ gg POWERS CALK4N CONCRETE 2000 PSI 718 2 11/4 1/4 12 8 TAPCON SG CONCRETE 3295 PSI 1 314 11/4 3 1/4 12 ? W 3 J SAMMYS SHUTTER SCREWS CONCRETE 3295 PSI 2114 11/4 3 1/4 12 LL Z j 114"DIA.CONCRETE SCREW IN CMU HOLLOW m z N to ¢ r m g_N..I z o rn ¢= a TAPCON SG JCMU HOLLOwl 1500 1 1 114 1 2112 1 3 1114 12 Z Uj m K to SAMMYS SHUTTER SCREWS CMU HOLLOW 1500 1 114 2 12 3 114 B d Z LL ow > POWERS CALK-IN 1500 1 C9D 1 7183 2112 1 1/4 8 1-T G 1 H 1l4" 0z DIA.CONCRETE SCREW IN CMU GROUT FILLED z z¢1-W m Q 0 (A < D W SAMMYS SHUTTER SCREWS CMFILLED- 2000 212 11/4 3 114 12 Q N d N CMUGROUT TAPCON SG FILLED 2000 1314 11/4 3 114 12 U•- zj W ANCHOR SCHEDULE ABOVE FOR USE WITH WOOD, CONCRETE OR = t MASONRY SUBSTRATE ANCHORAGE.ATTACHMENT OF SHUTTERS TO 0_ 0 BUILD-OUT COMPONENTS OR DIRECTLY TO SUBSTRATE SHALL BE AS Z SHOWN ON SHEETS 2,3 AND 4 AT 12-1/2"ON CENTER. ¢ 1/4-20 WASHER WINGNUTS Robert J.A-- 114-20 X 314"KNURLED STUDS Florida P.E.No.49752 WITH WASHER WINGNUT OR 1/4-20 SIDEWALK BOLTS WITH HANDLE BOLTED POWERS CALK-IN FOR IN PLACE WITH DIRECT MOUNT Jo0`r.rV�GENgF."'gGrn�� A8 BOLT AND BUT `@: �No 49752 ":O Z-a �- 9:" STATE OF� 2"X 8'MAX.X 1/8"ALUMINUM PTC Product Design Group,LLC ANGLE OR DIRECT MOUNT P.O.Box 52FL 762- 0775 PANEL NOTCHED AT BOTTOM FBPECoit.ofan torn O.M5 TO PASS OVER STUD AND 1!420 BOLT WITH LOCKNUT WINGNUT OR SIDEWALK 5-12"TO7-12"FROM TOP 8 BOLT AT SILL-EACH SIDE BOTTOM ON EACH SIDE EGRESS SHUTTER ASSEMBLY i