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'U U " PLANNING. & [EVELOPMENT SERVICES DEPARTMENT Q '' BUILDING & CODE REGULATIONS DIVISION • 6 2300 Virginia Avenue Fort Pierce, FL 34982 SCANN � 772-462-1553 By AP PLICATION FOR STORM SHUTTER PERMIT �f. Luc/e County DATE: - 3 ( ( PERMIT NUMBER: U • `r �1^ 1. LOCATION/SITE ADDRESS: -7fo 3 H C-W; a .y b r ; ¢'e c ty, 2. PARCEL ID NUMBER: SECT I - _ I TWP 33Z2' -1ad - OOIoZ - Odd- Q RNG I s ^ I MAP LU I — I INIT 3. DES,C[RIIPT•IOON OF PROJECT OR WORK ACTIVITY: rZr.� yTi+r. (% 13 A Cca as a:o.i Cam" """ "�t-S �D Z 's�y'• p ��. l o� cam• � S 4. TYPE OF STRUCTURE:, SFR !` ADDITION 5. OWNER INFORMATION Name: }-C94vli S Address: ��3H Grtt.+ubr:nr e..ir City: �PJ L State: F L Zip: 3498(o Phone: Jf (oJ4- 17 O Z Type of Surface attachment: Wood Frame OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #: C Q- a CD S-8 O) -7 County Cert #: Z'0 S' H 3 Business Name: 1�y{v„'••. ��•.'rG"P Phone number: '72' 7'91 'LVA4T V Concrete,X Masonry Other Product Type Maximum Opening Pressure per A.S.C.E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels - l00 l4�%4 1 to eA A o "-a ae cv Accordion , to O - �[/3 •' • ' Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning, l ,-�.. 0 - Yii ..' l� 0 �'1-) PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIGIVURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF jqr Las C • *— ACKNOWLEDGED BEFORE ME THI91 U _ DAY OF �, 20< < BY, 71&e.J t—. J %J r' t y WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. re-- 1'lh„m er tl /? - SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY SEAL TITLE: NOTARY PUBLIC COMMISSION NUMBER V " KENNETH R. KING SPA, Fie i `° = MY COMMISSION # DD 803187 SLCPDSD Revised 96/17/2010 EXPIRES: November 3, 2012 :;cep• ��F���•• BandedThruNotaryPublic Undenvriters JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3615550 OR E; 3313 PAGE 672, Recorded 08/04/2012 �01:45 PM r � 0ldhtraianAllatitrrn6SltunarCtwp. 3001 SE Doe Palk War munmMm7n.187.8476 NOTICE ORCOMMtrNCEMx r, F TheId. am Ibw*1OY"wtwt tt W be wft a.tryb n!1 rr"W- andb u and twm wk6 e64 713. povkkd M do trotk. rroo..r..c...w I. otadumON//o++erao►arvp+PldnalgblreaunaleesgUaN44M)rAxrouonaonit anotvutoN _('�YteN r'7�:►wv rLOtc TrAtT rOTuoc IMIT 9 'bu.n 1t t. or 57 i CWtrAL DaM.7tIRtONOrWprOYWtNrt , / , 3. gKvp= rrPorttATMU.. .w/rwr.to...t w►I4 I. L•Mrir1CMlM W u� .-... �..� .. _ _- _- _ - rt_ --tT7 7 %-77L Z87-fo Tb S. an""NAtgADa..7k AND rNONLNW/.dtANO rOND MtDWRi N a. L*MMINARKADDRUS AND r110Na HMatlD N q• 7. ra.mn wkkb ab sub of Fbrk4 dWg wed by Owew"Wheel wake or otwr Seeti.w7p.q(ryp)7-Fbtid.SWtttn: donwtttwbau7wServed nyr.vHed6r KMt,ABDatlaANDreONa NDN.art rd a.IrNNW" amimadfarwr.tlr,Orosdn%wadrfdbwkatorowvbsao ofNllsenor.Naksa 711.13 (1)(bJL Flo" Sutwto rrovkl.d to SOW" MAAN.AOO�a5/AND M10NaNOMDtSIt s- E.p4rim dw of wwie. orb (do.wpintbw drl. b 17ar App tpeelffadk _ �o dwdarof i"di. u k,.diffir.wtawb C�C�ZLdD/C�Cilii��i r y ,�p A b7p.lrn.fOww.r to llib /� .Q�a.�c//. Owoae'sAN&GriudOfflOd leecl.dhrfamM.r.aer PsialHam" and rrwvldtBipwbryy771WOBin Sub of Fioddt cooly ar '6- . "ado �/ 71a �teoiq imtttrrbnl w.t rd mwkdaed wrar. n. otit 3r0 dq orNa,� Zp / f I� BY Gl��� /�.4silcrl/i n A i✓✓�.` wt (name ptnmt) (t7P.orwdwrk7,...tZoflicw, aetett., NbrM7la lid) (tt+,barpt„ro„wiuirorweae,bp„e,b„w�e,.o . LKING II/2— I1DD803187 I adw beikitsmiow l2ms. Fm-"' g Staatn) and dmt do lieu I. k r. uw a ben ® ormy kwowltdp.ed ak!#rR(r). swa Ow-*IlAelbrb;dO("dDirsdtrlft"urms-serarm dggewo X B a.. Al.arW (S.artm.rwitl pvt•+* STATE OF RONA ST. LUCIE COUNTY TH S I�tA CERTIFYTMA TR ECORRrGi' COI qRl !. 111 r E-. $MI.IH Date- PROPOSAL =_ Page No. of Pages ALUMINUM SHUTTER CORP. Since 1979 Phone: (800) 244.4143 Residential/Commercial Fax: (772) 287.9740 3001 S.E. Gran Park Way World Wide www.gulfshutters.com Stuart, Florida 34997 License # CRC058017 Proposal Submitted to _ Phone gate Street city State Zip Code 61A Vu4)6e, i- Fi- 3 43 14, DO NOT SIGN THIS CONTRACT UNTIL YOU READ ALL CONDITIONS OF THE AGREEMENT. We hereby submit specifications and estimates for: �'C�,d"•�el/! (� I �>;�. �+_. t�b�:t._a,-�t�_fi�� ,r_� �'rn..� 1 �-tea �� � � r�f..✓rl��.� I�f� i �f� �tC�1�r�b7tiS7 ��,l�l'1`t�./� �'►).> I f'�, 1 i� �(�1�.)°i�_� �� �t�a �� 6'1;=N �d h��.t �a-t� t•�=r) f _(`��.51 c TOTAL I � q qi , c, DEPOSIT3.1 % BALANCE ON COMPLETIOIV E YEAR WARRANTY MATERIAL AND LABOR It is understood that there are no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of the corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay orfailure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. Electric- Buyer agrees that any necessary electrical connections will be made at the closest source of power. Any changes or variations will be an additional charge. Interest- Buyer agrees to pay s'/Z%per month interest on any unpaid balances. Costs of Collection - Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 1.0 days of completion of the work outlined herein. Acceptance olProposal -The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 50% of contract. Paymentwill be made as outlined above. SIGNATURE SIGNATURE ,DATE OF ACCEPTANCE: %/(�// AGENTt, 1/14/11 Since 1979 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 - (800) 244.4143 FAX (772) 287 - 9740 E-Mail: jobrien@gulfshuffers.com www.gulfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SHEET Page 0 Of I Key Storm Pane' Rollups - RU Accordions Windows/Doors - WD Bahamas - BR Retractable Awnings - RA Colonials - CO Ultra Lattice - UL ....... ... .......... ..... : : ....... ...... ............ ................ ;.1 .............. ... : ......... ............. >�� ......... : ............ ...... ...... ......... ......... .......... .............. ...... ........... VI- - :: ... :.: ..... . ....... ............ ....................................... .1 ........... 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L: ::: ............. ::: ................ .......... ........ ............. ........... ............. . ........ ........ ............. ......................... ...... .......... .... ....... ..... .......... ............. .......... :- ....... ............ ............ ............. ........... * ' '' '': : ..... : ...... .............. .... .. ..................... .............. ........... ........... A4: ... ............... ....... .............. ........................... ................................................ .... ..... ............ ...... .............. ............ t ... ... .............. ....... ........ ............... ......... . .. .... ............ : ............ ...... .. ....... * .......... ...... ...................... ......... ............................ ............ ::::::::1 ............. : ............. :1 ............... ........... .... .. ": .......... ....... ...... ............. A be ....... ............ ........ :-:' vc- ..... J. .......... 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Special Instructions:— CVQ KI n'.A. it s Z EC n /4<:Z7 �4_1 Signature Date Salesperso Date Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats & Facts i Publications i FBC Staff BCIS Site Map ;Links I Search I .Product Approval i USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # F16 116-R1 Application Type Aevisipn Code Version Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Transparent Protection Systems, Inc. 6643 42nd Terrace North West Palm Beach, FL 33407 Frank Bennardo frank@engexp.com Scott D. Kuntz 6643 42nd Terrace North West Palm Beach, FL 33407 (561)844-2445 scottkuntz@transparentprotection.com Sliukters Sto,r�m�� Pane(s;, Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE-0046549 National Accreditation and Management Institute 12/31/2012 Jorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received FL6416 R1 COI cert indeo.0f Standard Year httD://www.florida.biiilding-oror/nr/nr ann dtlvi 1 111ni I Fldrida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 ASTM G26 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 Approved Testing Lab Florida Licensed Professional Engineer or Architect FL6416 R1 Equiv Equiv Standards odf FL6416 R1 Equiv Equiv Standards2.pdf Method 1 Option D 12/31/2008 01/23/2009 02/18/2009 04/07/2009 Summary of Products FL # Model, Number or Name IlDescription 6416.1 JlClearGuard HVHZ Panels 11clearGuard Polycarbonate Storm Panels (HVHZ Product) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6416 R1 II Dwg.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See engineering drawings for design limitations FL6416 RI AE 04-009 FE FBC Ddf (allowable spans, mounting conditions, anchor options, FL6416 R1 AE 04-009 LE FBC pdf etc.) FL6416 R1 AE 0239-0107-05 Ddf FL6416 R1 AE Eval RDt.pdf FL6416 R1 AE Test Ignition Smoke Burn 0f FL6416 R1 AE Test UV Weathering Ddf Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. hUD://www.floridahililding.oru/nr/nr ann dtl.acnx?naram=wGF.VX(1wtT)nc7kTFRWaii7lTTgfhnQO,-r,7(`,R S/1 1 /1111 1 Florida Building Code Online Page 3 of 3 Privacy Statement Copyright Statement I Accessibility Statement I Plug -In Software I Customer Service Survey I Contact Us Product Approval Accepts: am IRMI�m eCiecE m See urilvktj,'mI s' YnrlSiitlt Truatod � v¢u�rrk 1,ttr,•//,xnxmrflnr;Aab,,;lrl;nrr nrrr1"v1 v a"" A+I ..,.—flU C/11 /•1n11 ® POLYCARBONATE- STORM PANELS (HVHZ) 0.100" TYP �--� 12-° (MAIN) TO 13- (MAX) ,PAANEL COVERAGE 2Y j 15 1/4" MAX TOTAL PANEL WIDTH MOUNT WITH n FULL: PAN_,EL_PR - LEA FASTEN= q 'L 3" = 1'-0" (SEE MEN NOTE 6) 103 O.CDMAX STUD AND/OR LEG DIRECTION MAY BE REVERSED 0.313° 0.5 0.3 0.68 0 0.687° _ o 0 G G T ,y TP � � � 0.092" TYP L2.000°2.000°-f REVERSE STUD ANGLE 'F' ANGLE 3 fi° - V-0" 4 S. - I.-D. WIDTH UNLIMITED TOP MOUNT MOUNTING (CONN AS REQ'D) SECTIONS »o J W L = z Ea y5 N ES "BOTTOM MOUNT L-~-'- (CONV AS REQ'D) i TYPICAL ELEVATION N.T.S. 0.100" 1 �6 %2" MAX COVERAGE 8 3/4° MAX TOTAL WIDTH _ - MOUNT FASTENERS �HALF Rf1NEL PROFILE` ATS 1/2S / L \ 3 1 0° (SEE GEN NOTE 6) O.C. MAX 3.375' 0.285' 0.375° T0.090" e m TYp 0.650° 0.32 ' N 1 BUILDOUT `F' TRACK O.B75°� 00.35° n 00.60" KEYHOLE $ WASHER 0.380" H 0.665° �0.275° n b 0.095° TYP A 'F' TRAC MIN WASHERED 9 WINGNUT 6" = V-a" 2 KEYHOLE DETAIL 1 N.T.S. ALT: FIELD DRILL 03/S" HOLE (OR 05/8" HOLE W/ KEYHOLE WASHER) CLOSURE ANGLE 2. 0.09 � 2.25D N 0.099" m 0.099" �+ 2.000' 0.067" 0.067" UNLIMITED MOUNTINGr SECTIONS 3� ALT. ARCH TOP* 1 N.T.S. GENERAL NOTES: 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE •, MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE G o 2 :L WITH THE v'•'r' REQUIREMENTS d�• OF THE 2007 FLORIDA BUILDING CODE PER TAS 201, 202' '; & 203 TEST PROTOCOLS. PANELS ARE APPROVED FOR USE THROUGHOUT':; THE STATE OF FLORIDA, INCLUDING WITHIN THE HIGH VELOCITY -7 .W .I HURRICANE ZONE (HVHZ) COMPRISED OF MIAMI-DARE & BROWARD e'D (f J - !='LL19; U g = COUNTIES. Z W =.- 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN > U W a THE DESIGN OF THIS PRODUCT. UI Q Q L7 3) POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS FOR SPECIFIC LOBS �( .t, m e W.'o Z' ` tv p o & Q IN ACCORDANCE WITH THE GOVERNING CODE. WHEN CALCULATING W PRESSURES PER ASCE 7-05, USE OF DIRECTIONALITY FACTOR Kd=0.85IS ALLOWED. 4) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE VICI w *�.�')' INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR a. - REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONIUNCTION WITH THIS DOCUMENT. 5) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND NEW SUPERIMPOSED LOADS. 6) CLEAR POLYCARBONATE STORM PANELS (FULL, HALF, & DOUBLE -WIDE) MAY VARY IN 'COVERAGE' WIDTH UP TO THE RESPECTIVE MAXIMA SHOWN HEREIN, PROVIDED THAT THE PANEL PROFILE HEIGHT BE z MAINTAINED. PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS a = AT MAXIMUMSPACINGSHOWN FOR EACH PROFILE. W 7) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROTECTION SYSTEMS, Ino 'I e c m o � V� = o 0 � w � 8) THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR POLYCARS PANELS ONLY. ALLPOLYCARB PANELS SHALL BE EXTRUDED WITH e THICKNESS t=0.100" (d0.010") AND SHALL BE MANUFACTURED FROM e 100% SYNTHETIC THERMOPLASTIC POLYMER RESIN (UV STABILIZED). ANY PLASTIC MATERIAL TO BE USED IN THE HVHZ MUST DEMOSTRATE �am z COMPLIANCE WITH SECTION 2612 OF THE BUILDING CODE SPECIFIED ABOVE TYPICAL TENSILE L� ¢ ¢ STRENGTH FY=8.906 KSI, FLEXURAL STRENGTH Fby=12.90 KSI, & FLEXURAL MODUWS IS 328.7 KSI. 9) ALL EXTRUSIONS SHALL BE 6063 T6 ALUMINUM ALLOY, U.N.O. o 10) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE W 0 LABEL PER PANEL CONTAINING THE FOLLOWING: TRANSPARENT PROTECTION SYSTEMS, INC. WEST PALM BEACH, FLORIDA o NOTE: TEST STANDARDS AND PRODUCT APPROVAL NUMBERS SHALL BE INCLUDED IN PANEL LABELS. O 11) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF MIAMI, FL) TEST REPORTS #04-009-FE-FBC & #04-009-LE-FBC, AS WELL AS HURRICANE TEST LAB (HTL OF RIVIERA BEACH, FL) TEST REPORTS #0239-0107-05, #0239-1013.07, & #0239-0312-06. e� 12) TOP & BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE, PANELS MAY BE MOUNTED VERTICALLY OR = j o „- LL LL "BnQR HORIZONTALLY AS APPLICABLE. Qyy 13) USE OF KEYHOLE WASHERS IS OP17ONALIN CONJUNCTION WITH " 4 E_ ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED IN PANELS AT u' ! 03/8° (OR 05/8' WITH KEYHOLE WASHER) WITH ANY FASTENER TYPE. WASHERED WINGNUTS SHALL HAVE 0.865" MINIMUM WASHER DIAMETER.1 Ag EEO ALL BOLTS & VANIZED STEEL, OR STAINLESS WASHERSBE ZINC COATED STRENGTH SWITH a�9 TEEL A MINIMUM TENSILE WEELLDGHALL OF60KSI. w.._-®4® 08-TPS-0007 *NOTE: FOR ALTERNATE ARCH TOP INSTALLATIONS, THE TOP TRACK OR PAGE O--] U-HEADER SHALL BE CUT INTO 6" MINIMUM ADJACENT SEGMENTS. EACH SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE, WITH A MINIMUM OF (2) ANCHORS PER SEGMENT, ANCHORS SHALL BE 1-1/2" MIN FROM ENDS OF EACH SEGMENT AND SPACED 3" MINIMUM FROM ADJACENT ANCHORS. FOR STUDDED TRACKS ONLY, THERE SHALL BE A MINIMUM OF (1) STUD PER SEGMENT FASTENED TO THE STORM PANEL STUDS SHALL BE LOCATED 2" MINIMUM FROM ENDS OF EACH SEGMENT. 1.00, z 7-0� 1j 1°J 24° (MIN) TO 26" (MAX) PANEL COVERAGE 28 1/4" MAX TOTAL PANEL WIDTH "CLEARMAXTM DOUBLE -WIDE PANEL PROFILE MOUNT�N1i} FASTENERS' ��. 3" = 1'-0° (SEE GEN NOTE 6) OR STUDS AT ' 13. O.C- MAX r 3.000" MAX. 0.500" 0.198P 0.125° I I 0:280' 0.720" ,R 0.145" }--}0.38A ALTERNATE B.O. 'F' TRACK — 1/4-20 STUD X 3/4' @ 6° O.C. 0 ~ 0.093" T". L ALTERNATE STUD ANGLE 0.094" �rO.09 r2.250" 0.094• r -0.0941 N L N �.125ft 0.375'- �2 000° Lsw ALTERNATE i6 U-HEADER N.T.S. 6063-T6 - - Ci-HEADER '�' N.T.S. 6U63-T6 _1.199" \ry 0 tV 1.003" f—-isao• - . ' lz.6oa" 14.394" MOUNT WITH n ALT. FULL PANEL PROFILE FASTENERS ��J N.TS. - (SEE GEN NOTE 6) S AT 103°Rp 0MAX 1/4-20 MACHINE SCREW STUD X 3/4" @ 6" O.C. 0 "# 0 N O 0 STUDDED ANGLE 15 6" = V-0" 2.741" 0.059° 0.843' 2.169°� n CLAMSHELL.COVER N.T.S. 6053-T6 3"2.73 0.09 1/4-20 STUD X 3/4" @ 6" O.C. �LAMSHELL TRACK N.T.S. 6063-T6 Ob� X �sd � >V m <6'` Eq < tme W'- 3 Ul m3 0 tuY. b Wes',i 08-TPS-0007 EXISTING HOST STRUCTURE W/REMOVABLE ANCHOR PER 4FMMANCHORSCHED 1 n 2 it w LSS SEPAR 16 ,R SCHED a L-L IXISTING 1/4-20 � GLAZING x 3/4' • STUDS o• ,- •.. 3 AT 13" D.C. g MAX P cy MAX HOST STRUCTURE ANCHOR SCHED r--�J;; �.�_•� I - 1 1 1 6 1/4-20 N8 EXISTING x3/4' wu GLAZING STUDSzw AT 13" dW SS SEPAR R SCHED MA% QXn 4 F i MAX ANCHORSCHED HOST STRUCTURE ANCHOR SCHED _L #14 SMS OR ° 3 16" PDP ET$ AT —* 13' D.C. MAX • _� 0 3 1/4-20 x 3/4" w STUDS AT 13" y D.C. MAX GLASS SEPARATION w PER SCHEDULE 1 2 . a EXISTING 111 a GLAZING N W • a 5 13 E 93 v ANCHOR PER EXISTING HOST STRUCTURE _+_J LUNN TYPE Ci: HOST STRUCTURE ANCHOR SCHED ANCHOR PER ANCHORSCHED MOUNTING SECTION du LcuON J MOUNTING SECTION 3 3" = 1'-0. VERT SECTION 3 3" = V-0" VERT SECTION 3 3" - 110' VERT SECTION 1 2 1112 MAXY TNG HOST STRUCTURE ,.CDNN.'TYPE7C2:' _MAX ANCHaR'PER t;• .•.,• —T- EMBED ANCHOR SCHED IA' MAX r 10 EXISTING HOST u n MAX SPAN & PRESSURE FOR STRUCTURE 600- MAX AT 5 asf 7pp°tc 7 WALL MOUNT CLOSURE EXIISTIN GLAZING 1 2 3 3" = V-0' PLAN VIEW 11 1 < 0 SEPAR R $CHED - 1/4-20X N W ND DIR 3/4" w u EXISTING HOST VERSED STUDS a m STRUCTURE, TYP AT 13" a� MONUN�T - O.C. MAX a a {-1" TO S" 1--} 1 MAX 3 � I �.: .. W—V4.,., . B - • :..• ..: - CONN TYPE C4: T ANCHOR PER I •MAX rRUCT EDGE , ANCHORSCHED OVERIAP4 r MAX / w DIST ANCHORS AT 12.0" D.C. FOR P=59psf OR LESS, OR AT S.9" D.C. FOR P-120psf OR LESS (USE ANY ANCHOR FROM ANCHOR SCHED) M U:NTING__ S ECTIO_N s TRAP MOUNT CLOSURE 3" - V-0' VERT SECTION 3 3" = V-0" PLAN VIEW MAXIMUM PANEL SPAN SCHEDULE (POSITIVE CONN.) LOAD MAX (psf) SPAN (ft) 25 T-6" 30 711" FI} BEND PANEL AROUND CORNER & STITCH TO ADJACENT PANEL WITH 1/4-20 & :•;;.(,; WASHERED WINGNUTS AT AT 24D.C. (TYP) FASTEN PANELS TO 1GLE HOST STRUCTURE OR VAR NG HOST ' STRUCTURE ' TO STUDDED AN - (TOP & BOTTOM) AT CORRUGATION VALLEY CLOSEST TO CORNER (EACH SIDE) .. 5 CORNER CLOSURE 3 N.T.S. PLAN VIEW MAX 1 2 11 12 B ANCHORS AT 12.0" O.C. FOR EQ P=59psf OR LESS, OR AT 5.9" O.C. EQ FOR P-120psf OR LESS (USE ANY ANCHOR FROM ANCHOR SCHED) 6 BUILD -OUT CLOSURE 3 3" - V-0" PLAN VIEW NOTE: DETAIL 9/3 MAY BE USED AS AN ALTERNATE TO CLOSURE DETAILS 7/3 AND 613. MIN. PANEL OVERLAP I 1 -"'-PROJECITOT SHALL BE 1.5 TIMES ti•.."";r:; . THE PANEL PROJEC ION FROM THE EXISTING HOST STRUCTURE --EXISTING HOST STRUCTURE 9 PANEL OVERLAP 3 N.T.S. PLAN VIEW 32 6'41"35 MAXIMUM SPAN 40 6-5' SCHEDULE NOTES: 45 6'-2" 50 6'-0.. 1. SPANS SHOWN IN "MAX PANEL SPAN SCHEDULE" ABOVE ARE MAXIMUM SS S'-9" ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE. 60mm mS'=7J& 2. THIS SCHEDULE MAY BE USED TO DETERMINE MAXIMUM ALLOWABLE 6S - S-S" SPANS FOR PANELS INSTALLED USING ANY COMBINATION OF MOUNTING 70 5'-3" EXTRUSIONS INVOLVING A POSITIVE CONNECTION - i.e. ALL INSTALLATIONS 75 5'-1" WHICH DO NOT INCLUDE AN'H" OR'U" HEADER BO W-11" 3. WHERE THE "H" HEADER IS USED, THE MAXIMUM ALLOWABLE SPAN IS 90 W-7" T-0" (60') AND THE MAXIMUM ALLOWABLE PRESSURE IS 55.47psf. l00 4'-5" 4. WHERE'U' HEADER IS USED, THE MAXIMUM ALLOWABLE SPAN IS 4'-4" (52') AND THE MAXIMUM ALLOWABLE PRESSURE 15 +78/-80 PSF. 110 4'-1" S. TABLE ABOVE IS VALID FOR PANELS MOUNTED HORIZONTALLY OR 120 X-9" VERTICALLY. SPAN DIRECTION IS ALWAYS PERPENDICULAR TO LINE OF ANCHORAGE. j U a w s LL L m e w G ry 13 g N LL Q^ 3 ow' ww-- �o a> i z'm^ t ° $Ef Aa¢0w �9m q<12 12 NE u ¢ c 3 awo LL u 08-TPS-0007 FRANK L BENNARD0, P.E . 8PE0046549. LEG ANO/OR STUD - a _ - - - - ALUMINUM OR GALVANIZED STEEL SPACER: DIRECTION MAY BE - m . REQUIRED ONLY FOR EIFS, ICF, O0. d'.:•; . - REVERSED FOR GLASS SEP-� �, GIA-SS SEP. - - OTHER MALLEABLE FINISHES. z •,,1 ; yu to ' INTERIOR MOUNT PERSCHED. 1/4-20x _ }— . 3/4° u C .. PER SCHED I . OPTIONAL FOR STUCCO, BRICK, OR to N;� .. -} Q STUDS: a - - EXISTING1/4-20 OTHER RIGID FINISHES. - OPTIONAL METAL BOND® e�-'. ,�., 4'•r,> ti WASHER MAY BE U GLAZINGO DAT EXISTIG .C. MAX - GLAZING x 3/4' ' Baj w THE NNNERSIDE OFSED ON - f ; •'[� W m: 1 c z . - 14 15 _ 14 STUDS Z La- PANEL. !' -W,� •:., .:.� MAX • " w _ MAX ¢ a EMBED u Q ¢ a di V, a m HOST../•Q •. ., . • _ EMBED O' F - .: • ZX W o z CT 1/4'EMS wgz STRUCT m EDGE ANCHOCONN R PER E CS- MAX W W '� � 3 2 - ANCHOR SCHED CONN TYPE Cl: _ ANCHORS PER 3 � 3 , Q - - - ANCHOR PER - ANCHOR to w V y,, - HOST57RUCTURE ANCHOR SCHED w w SCHEDULE �0 P i MOUNTING SECTION 2 MOUNTING SECTION o5 ,ExISTNG w p a . 3" = 1'-0' VERT SECTIONHog w 4 [} 3' = 1'-0" VERT SECTION STRU ai a z 3 6 Q EXISTING EXTERIOR EXISTING HOST STRUCTURE WALL FINISH (STUCCO, n ~ p' BRICK, ICF, EIFS, ETC.)u `' d' w o! i ED E -a E Z� ,y $ a �e <SW ANY ANCHOR FROM ANCHOR CONN TYPE Ci: q �°� o o w SCHEDULE, ANCHORS EXISTING HOST ANCHOR PER LNG F c10i m p 3 • Q. _ SPACED @ 6° O.C. MAX: STRU RE GLAZING GLASS SEPARATION ry 6 ANCHOR SCHEO PER SCHEDULE �ma G Cj A o r - EMBED NOTE: OR WALL FINIS NI O HOST TR CTUR THROUGH e 0 3 m Z � EXTERIOR WALL FINISH TO HOST STRUCTURE WITH 16 17 si �9 ANY MOUNTING CONDITIONSHOWN HEREIN. -L LL EXISTINGfEn a•. 1 2 B GLAZING HZ w�.: ..,::G 1 12 wv u LL ` MOUNTING SECTION THRU SEP"'t REQu GLAZING 9 snroS W EXTERIOR WALL FINISH NOTE: MAXIMUM SPAN AND PRESSURE FOR GLASS SEPAR o �° 50_(BRICK, ICF, EIFS, ETC.) �, < a USE WITH 'U' HEADERS: S2' MAX PANEL PER SCHED a e SPAN +78/-80 PSF MAX DESIGN PRESSURE MAX I 4 N.T.S. VERT SECTION n gill - MOUNTING i SECTIONMOUNTING SECTIONSECTION2�2�� 86�@ " [} N.T.S. VERT SECTION 4 N.T.S. " VERT SECTION J J J J J 08-TPS-i CALF 'AGE DES6iLp} 8 ANK44ENNAW0, P.E ANCHOR SCHEDULE '�, MINIMUM GLASS � SEPARATION SCHEDULE GLASS SEPARATION MINIMUM SCHEDULE NOTES: SEPARATION MINIMUM -�y`'•. SPAN AT OR BELOW SEPARATION - 1. GLASS SEPARATION SCHEDULE • �;, POSITIVE LESS • 30' ABOVE AT ELEV > 30' PROVIDES MINIMUM SEPARATION LOAD (PsU) THAN GRADE ABOVE GRADE DISTANCE REQUIRED 9ETWEEN EXTERIOR FACE OF GLAZING (OR OTHER PRODUCT 4'-0" 4.13" 1.30" ) BEING PROTECTED AND INTERIOR FACE 32 5'-0" 4.13" 1.7W' OF INSTALLED STORM PANEL 6'42" 5.25' 3.79" 2. SEPARATION DISTANCE PER THIS 4'-0•' 4.13" 1.38" SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 40 5'-0" 4.13" 1.93" S-6" 5.25" 3.59" 4'-0" 4.13" 1.43" 45 5'-0" 4.13" 2.04" r; 1. '� l+ , -,1'• � i, "a(NmQ� -� ®: c t' 7 t • ¢, . •gkrm-' :,' ' 'S . RLLI hD•:3`:-.O i r •7 m'a U „ _l•-Z• U $ = Z� j U X e � a 4 6 LO � y to fii w a °a Z ry O o, E a W Lq ., W Zk 3 G z ,^ m 3j1" -- Ln a, N a . o w ,o W -- r .� O Ci o =u` ANCHOR 2" MIN EDGE DISTANCE LOAD (Pso Spans Up To4'-0" CONN TYPE Ci C2 C3 C4 CS 5 ansyUpTn�6'-0"'a C EONN AM11f TYPES C3 Ca CS Sans Up ToT-6" P CONN TYPE C1 C2 C3 C4 CS • c z u 1/4"TAITH1(ELCOOR 1TW) WITH 1-3/4` EMBED C3192ps1 MIN CONC) 42 47 13.0" 13.0" 13.0" 13.D" 13.0" 13,0" 13.D" 11T 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13,D" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0"' 13.0" 13.0" 13.0" 53 13.0" 13.0" 13.0" 13.0"' 13.0" 13.0" 13A" 13.0" 13.0" 13.D" 13.0" 13.0" 13.0" 13.0" 13.0" 11651 120 13.0" 13.0" 13.0" 9.8" 13.0" 30.3" 13.0" 13.0" 13.0", 11.6" 13 0^. 13.0" 13101 9.8" .0" 10.3" 13.0" 13.0" 13.0" 11.6^ 13.0" 13.0" 9.8" 9.8" 10.3" 10.3" 13.0" 13.0" 11.6" 11.6" 1/4" ELCO PANELMATE WITH 1-3/4" MIN EMBED (3350psI MIN CONC) 42 47 53 65 120 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.U" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13 Wl 13.0" 13.O" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13a, 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13A" 13.0" 13.0" 13.0" 13.0" 13.D" 13.0" 13.0" 13.O" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0` 13.0" 1/4-20 ALL POINTS SOLID- SET WITH 7/8" MIN EMBED (3000p51 MIN CONC) * q� a 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13,0" 13.0" 13.0" 47 53 65 120 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0"I 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13,0" 13.0" 13.0" 13.0" 13.0" 13.0" I3.0" 13.0" 13.0" 13.0" 13.0" 13.0" 6'-3" 5.25" 3,49" 4'-0" 4.13" 1.47" 50 S-0" 4.13" 2.16" 6'-0" 5.25" 3.40" q'-0" 4.13" 1.57" 1/4-20 POWERS CALK -IN WITH 7/8" MIN EMBED (20DDpsI MIN CONC) q•j { tl'1��J 42 47 53 65 120 13.0" 13.0" 13.0" 13.0" 13,0" 13.0'" 13.0" 13.0" 13.0" 13.0" 13.O" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" B.B" 13,0" 13.0" 13.0" 13.0" 8.8" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.8" 10.w. 8.8" 13.0" 13.0" 12.8" 10.4" 8.8" 13.0"' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.9" 11.5" 30.2" 8.8" 8.8" 12.9" 11.5" 10.2" 6.8" 8.8" u 3 o 1/4" TAPCON (ELCO OR ITW) WITH 1-114" EMBED µ__,._,�� C 42 47 53 13.0" 13.0" 11.6" 13.0" 13.0" ll.fi" 13.D" 13.0" 11.6" 13.0" 13.0" 11.6" 13.0" 13.0" 11.6° 9.B" 8.7" 7.7" 9.8" B.T' 7.7" 8.7" 9.8"[77 7.7" 9.8" 8.7" 7,7^ 7.8" 7.0" 6.2" 7.B' 6.3" 4.8" 7.8" 7.0" 5.7" 7.8" 7.0" 6.2" 7.8" 7.0" 5.8" 60 S-0" 4.13" 2.39" _ 5'-8" 5.2S' 3.26" 4'-0" 4.13" 1.66" 70 5'-0" 4.13" 2.62" 5'-4" 5.25" 3.35" 120 3'-10" 4.13" 1.97"a ANCHOR NOTES: n c ,E YQ '�° E z'm" q1; E, c�(FEMALE e'>t ci ��i a., z = a = o a 0 Z 65 120 9.51, 5.3" 9.5" 3.6" 9.5" 3.8" 9.5" 5.3" 9.S• 4.3" 6.3" 5.3" 5.0" 3.6" 6.1" 3.8" 6.0" 4.3" 5.3" 5.3" 3.6" 3.6" 3.8" 3.8" 5.3" 5.3" 4.1" 4.3" 114" ELCO PANELMATE MALE, OR PLUS) W/ 1-N- MIN EMBED "'53 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10,5" 10.5, 10.5" 10.5" 10.5' 47 120 13.0" 13.0" 12.7" 7.2" 13.0" 13.0" 12.7" 4.8" 1.3.0'" 13.0" 12.7" 5.1" .0" 13.0" 12.7" 7.2" 13.0" 13.0" 12,7" 5.7" 11.7" 104" B.S" 17.2" 11.T' 10.4" 6.7" 4.8" 11.7" 10.4" B.2" 5.1" 7.2" 11.7" 10.4" 8.1" 5.7" 9.4" 8.3" 7.2" 7.2" 8.4'• 6.4" 4.8" 4.8" 9.4" 7.7" 5.1" 5.1" 9.4•' 8.3" 7.2" 9.a'• 7.8"65 5.7' 1/4-20 ALL POINTS SOLID- SET WITH 7/8" MIN EMBED 42 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13,D" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 7.2" 13.0" 13.0" 5.7" 13,0" 13.0" _ ' * 53 65 120 13.0" 13.0" 13.0" 13.0" 13.0" 12.6" 13.0" 13.0" 13.0" 13.0" 13.0" i3.0^ 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.D" 13." 12.6" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.6" 12.6" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 1. 1/4" TAPCONS MAY BE BY ITW OR BY ELCO. "ELCO PANELMATE" ANCHORS MAY BE MALE, FEMALE, OR PANELMATE PLUS, AS ILLUSTRATED. HEAD STYLE MAY BE STD 13/32" OR WASFIERED 5/B" HEX HEAD. 2. ENSUE MINIMUM 2" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 3/4° IS ACCEPTABLE FOR ANCHORS TO WOOD. 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR 1O 'a7 e3 O w 3 tn D w cc w ,Q u 1/4-20 POWERS CALK -IN WITH 7/8" MIN EMBED 42 47 13.0" 13.0" 13.0" 13.0" 13.01, 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.W' 13.0" 13.0" 13.0" 13.0" 13.0" 12.0" 13.0" 10.8" 13.0" 11.9' 11.9" 10.6" 53 65 13.0" 13.0- 13.0" 13.0" 6.2" 23.0" 13.0" 6.5" 13.0" 13.0" B.1" 13.0" 13.0" 7.3" 13.0" 0.8" 9.2" 13.0" 8.6" 6.2" 13.0" 50.5" 6.S' 11.B" 9.6" B.1" I1.8" 9.6" 7.3" 10,6" 9.2" 9.2" 8.2"' 6.2" 6.2" 46.S"8.1" 9.4" 7.3" 7.3" G ANCHOR 3 4 IN GE DISTANCE SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDESSTUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 4. ANCHORS SHALL BE ]NSTALLINSTALLEDWIT ]N ACCORDANCE WITH S. WHERE EXISTING OSTRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS APE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 6. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (i.e. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SHALL BE ) "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. 7• ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALLAPPLY. 8) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDEWALK BOLT") U.N.O. 9. * DESIGNATES REMOVABLE ANCHORS. PANELSSHALL BE MOUNTED DIRECTLY TO THE HOST STRUCTURE ONLY WITH THESE ANCHORS, LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE. 2 a w 'a 53 a a a a S la et' 9 ., z " o d El u d o -.1 ® g w S s a R "BBea �'ek+�DFiWL(LBFNHAfOpPE y Bali @�ft�-•' 6 @g ^a F m a�5 � x E= B LOAD (Pso Spans Up To 4'-0" CONN TYPE Cl C2 C3 C4 C5 Spans CONN C1 C2 Up TO 6'-0" TYPE C3 C4 CS Spans Up To 7'-6" CONN TYPE CI C2 C3 C4 CS 0 o 3 1/4" TAPCON (ELCO OR 17W) OR #14 WOOD SCREW W/ 1-1/2" EMBED 42 47 13.0" 13.0" 13.0" 13.0" 13.0"113.0" 13.0" 13.0" 13.0" 13.0" 10.1" 9.1" 10.1" 9.1" 10.1" 9.1" 10.11, 9.1" 10.1" 9.1" B.1" 7.3" 8.1" 6.5" 8.1" 7.3" 8.1" 7.3" 8.1" 7.3" .53 12.1" 12.1" 12.V' 12.1" 12.1" 8.0" 8.0" 8.0" 8.0" 8.0" 6.4" 5.0" 6.0" 6.4" 6.0" 65 120 9.8" 5.5" 9.8" 3.7" 9.8•' 3.9" 9.8" 5.5" 9.8" 4.4" 6.6" 5.5" S-X' 3.7". 6.3" 3.9" 6,6'• 5.5" 6.3" 4.4" V' 5.5" 3.7" 3.7" 3.9" 3.9" 5.5" 5.5" 4.4" 4.4" 1/4" ELCO PANELMATE ((FEMALE. MALE OR PLUS) W/ 1-7/8" MIN �MBID 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0 13.0" 13.0" 13.0" 13.0" 47 53 65 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.D" 13.0" 13.0" 13.0" L3.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13,0" 13.0" 73.0" 13.0" 13.0" 13.0" 13.0" 13.0" L3.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13A,. 13.0' 13.0" 120 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" i3.0" 13.0" li.0" 13.0" 13.0" 13.0" 13.0'. 13.0" 13.D.. 1/4"LAGSCREWQi RM M BOLT WIM)HZ �32 TFNEAD PHd PENETR1 e� 42 47 53 13.0" 12.0" 10.6" 13.0" 12.0" 10.6" 13.0" 12.0" 10.6" 13.0" 12.0" 10.6" 13.0" ILO" 10.6^ 8.9" 8.0" 7.1" 8.9" 8.0" 7.1" 8.9" 8.0" 7.1" B.9" 8.0" 7.1" 8.9" 8.0" 7.1" 7.2" 6.4" 5.7" 7.2" 5.7" 4.4" 7.2" 6.4" 5.3" 7.2" 6.4" 5.7" 7.2" 6.4" 5.3" 08-TPS-0007 scAte; _ 03 65 120 8.7" 4.9" 8.7" 3.3" 8.7" 3.5" 8-T' 4.9" 8.7" 3.9" 5.8" 4.9" 4.6" 3.3" 5.5" 3.5" S.8" 4.9" 5.9" 3.9" 4.9" 4.9" 3.3" 3.3" 3.5" 3.5 4.9" 4.9" 3.9" 3.9" PACE DESCRIPTION• - - 7/16" WOOD BUSHING W/ 7/8° MIN EMBED & 1/4-20 S.S. MACHINE SCREW 42 47 53 13.0" fi5 13.0" 13.0"' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" L3.0" 11.3" 13.0" 13.0" 13.0" 13.0•' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.1" 13.0" 13.0" 10,B" 8.1" 13.0' 13.0" 12.9" B.6" 13.0" 13.0"' 13.0" 12.1" 13.0" 13.0•' 13.0" 9.6" PF 720 12.1" B.1" AS` 12.1" 9.6" 12.1" 6.1" B.6" 12.1" 9.6" 12.1" 6.1" 8.6" 121" 9.6•' Floh& BiAlding Code Online Page 1 of 2 • „ .:_. ei� � .5 2. SW '"r' i ` i�.2.. ,.i' FA ,-°.:....� :'e tom, e�i5�a�ltz;,� i� r BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats & Facts i Publications FBC Staff BCIS Site Map Links Search "} product Approval 'USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # 9.3h. Ti FL3$ SR_ Application Type Revision Code Version Z0:0; Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Bill Feeley Irodriguez@easternmetal.com �S utt�risj Aeeorc�ib Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . Evaluation Report - Hardcopy Received Walter A.. Tillit, Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr. ,' Validation Checklist - Hardcopy Received FL389 R3 COI Dwo No. 08-227 Certification of Indenendence.odf Standard Year ASTM E-1886 2002 1 ,. I - • , 1 •1 , ! / , , I — Florida Building Code Online - Page 2 of 2 ASTM E-1996 2002 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/03/2010 Date Validated 11/08/2010 Date Pending FBC Approval 11/10/2010 Date Approved 12/07/2010 ---..-_....-___.__...._._.._..___.-._._....._._._.._..-___.._._..._-.__._.-..__._.._..__..._..._.--__.__._...__..__..-.-_..._...... _........... _:_._-..._...__._._.._......... _.-.__._.__.-._.._.._..___.___.._._._..___...._..__ Summary of Products FL # IModel, Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade 1 Only- (Non-HVHZ)- Drwg Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection #08-227 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL389 R3 II Drawing No. 08-227 Revised pdf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Large missile level "D" max. span is 16'-0" for 30.0 p.s.f (for symmetrical and opposing centermates). FL389 R3 AE Dwg No. 08-227 Product Evaluation Report.pdf See sheet 9 of 14 of installation drawings for other spans and pressures. This product shall not be installed within Created by Independent Third Party: Yes High Velocity Hurricane Zone as defined on section 1609 of the Florida Building Code. !Back F Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 497-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: eChEck se trio in"k"93 t{:S > #rB�lda . `� R TPl14t�ad � v&�aSY► 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A. DIRECTIONALITY FACTOR Kd=0.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD" IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03, AND #0715.01-03 AS PER TAS-201, TAS=202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS. 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X7.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELDS COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy - 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5001a WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. S. BOLTS TO BE ALUMINUM ASSOCIATION 2024-174 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10. 11 AND 12 FOR ANCHORS SPECIFICATIONS. - 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS .OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU-FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL A VISIBLE PLACE WIT WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK�OR ALTERNATE LOCK � MUST BE PROPERLY LOCKED DURING, PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK W (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK a , OR AN EGRESS H.V. LOCK W SHALL BE USED. 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY "ASIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING COOS ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE. P.E. 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR. TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PRCJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P_E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. /-7XT7E-C7-07,m--. TILLIT TESTING & ENGINEERING COMPANY e333 N.W. 3eth. 5t, Ste. 303. VINGIh WRENS, FIDRIDC W Phone : (305)871-1530 . FG:: (305)871-153I e- .R: 0-0-Lcem EB-0009719 WALTER A TILLI7 Jr P.E. FLORIDA Uc. If "167 BUILDING CODE (Non Nigh Velocity Hurricane Zorn © 2009 EASTERN METAL SUPPLY, INC. A.S.SI.A. American Shutter Systems Association, Inc. 4268 Westroods Drive , 1 West Palm Beach, FL 33407 3 Ph: (877)999-2772 FAX: (561)209-8380 4 9 BERTHA HV TM Accordion Shutter System, an ee- a 1N5/e8UAIt: Uy/UD/U GENERAL t0/D/1�10F DRAWINGo 7 4 1 o.SSa' 4.371' 4.857' COVERED UNDER US PATENT # 5458179 0 HD 2" (Max.) B/O HEADER/SILL # 2 3.226' 1.500' 085' fli 4,897' afi>'�V �ADJ-`ItDAP..TE fLkIF1 VARIES 2' 1.918" Mox. • 0 090' _ 1 ;� r ON H.Y. 2" (Max.) DIRECT MOUNT 1.917' .083' .083' a m .0"0• r M .060" a o v 670 1.686" o c 3.520' B HV CEILING HEADER # , 4.576" 2,293" .745' a AA f O' pI 0 0 � 1.325 O:LI �� �FIYiCENTERMATE+a���1 (SELF MATING) .250" TYP. 0 0 _ 3.000" OO 3" FLOOR ANGLE .125" TP. 0 0 VARIES FROM 2.000- TO 5.000- B.O. WALL ANGLE P.E- SEAL%SIGNATURE/DP .1 Sit N, o -- �o� x•, 670" &1 072 �ry ai 0 m .815" 2.09 0 4.436' OJ HV WALK -OVER TRACK OM HV FLOATING CENTERMATE # 2 X Y t 1' 1' 0.062' 2" 2' 0.062"1 2' 3' 0.062' 2' S' -062" ®SIDE ANGLE ,/ IL ECOmc. TILLIT TESTING & ENGINEERING COMPANY 63M NX 361h. St.. Sta 305. MRGINIA W004S, FLOWA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e- 0: tilteco6od.conn EB-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Uc. g 44167 OQj 0 .093' .093' m OI M In 670 rJ\ , 3.529' OHD CEILING HEADER/SILL # 2 1.491' 1.200' 0' s OK HV 90'/180- STARTER U HV CORNER CENTERMATE # 3 x Y I 2" 2' 0.125' 3" 3" 0.090" x -CORNER POST A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive .West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 Hurricane Zone © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV T" Accordion Shutter Sy ao os-i,a DRAWING No 08-227 VARIES. 12' MIN. 7.130• 1/4- 0-20 EED AILS) FEKS. (SL T1IUI (SEE N 1/a o O .37Q.45'0 �otj _: ilJClCtiV�a�Rcu -� (SEE NOTES GN SHEET 4) 3/a"�-16 ACETAL 1/4." —20 S.S. THUMBSCREWS THUMBSCREWS 1/4•-04/2' V4•-zG-.T 17y'-20 FLIT HEAT ® TFNREADED ( T-DIE CAST THR7 IE CAST FLAT . HGUSCIG ENAMEL HOUSING ENAMEL (z _ BAxED PAINIEO BAKED PAINTED m 03\8 a! n I RESS TUt KNOB. .875• .318• BRASS CYLINDER BRASS CYLINDER 4 KEYS (CHROME (CHROME PLATED) PLATED) m a UW H V d=kOC1 7 KEGR�SS H:VL"QGi t• - -�-i=t :-c. gin.•.+-.,.-.•'^—' _.-- .875• m �� r (S£E NOTES ON SHEET 4) .250• O.D. PLASTIC HEAD o = ! IB• �.`18` _ MOLDED TO SY SCREW - .•N— .825 a .360• AFTER RIVETING BEFORE RVETING T07-4. 3 '4 1/4"0-20 RIVNUT= S:S "THUMBSCREW ® ALTERNATE LOCK (TO HV LOCK CW (SEE NOTES ON SHEET 4) WHEEL #3 NYLON ASSEMBLY T WASHER AT EVERY OTHER KNUCKLE #2 SHORT J RECESSED ; NYLON BUSHING. Liv r ��' Q ACCORDION � `/I' BLADE PIN , i' , BLADE ACCORDION PIN #1 LONG RECESSED NYLON BUSHING. #14x2 3/4' H.V.- ACCORDION PIN W/ #8 HEAD Z �U �go� a N N o :L1 —ry n r ACCORDION PIN I- 11.188'0 AISI i 302 SERIES S.S. RIVETS AJSI 302__� SERIES S.S. WHEEL r CARRIAGE of ACCORDION PIN �0 11 LONG RECESSED 'i M it NYLON BUSHING. " a fir:. 'U't I EE Rg �- St TYPIGAL:'SHU7'TER ASSEMBLY SCALE! 3/8" = 1" 00.324' #14x2 3/4" H.V. ACCORDION PIN .048"ir- ®:. W/ #8 HEAD TYP. *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT. ✓--" y PART # 0820, AS MANUFACTURED BY %WEED GARRiAGE "TA'fi AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL N.T.S. ,~�y 'y IL EC O - & ENGINEERING COMPANY TILLIT TESTING 6355 N.W. 36th. St.. Sta 305. MRGIN91 GARD04S. FLORIDA 33 .-.--,--. PHone : (305)871-1530 . Fax : (305)871-1531 . EB-OOQ6719 '• wALrER A. nwr Jr. PS - P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. It 44167 FLOR #14x2 3/4" H.V. ! ACCORDION PIN W/ ¢8 HEAD ! 1 I NYLON n r WASHER [ a -0.870"x3/16" THICK NYLON WHEEL ` ! -47� 0- o m 4 � I ' t Q1 I i2 SHORT ? RECI RECESSED I NYL( 4YLON BUSHING BUSI II I tI ODE II• I !I #1 LONG RECESSED i NYLON BUSHING t A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive - West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD N.T.S. CODE (Non High Velocity Hurricane Zon O 2009 EASTERN METAL SUPPLY. INC. BERTHA HV Tt4 Accordion Shutter System V DESCRIPnON GATE Oravn 6y: F.P. OLD m-114 a/-/- DATE: 09/05/08 DRAWING No 08-227 * NOTES ON LOCKING RODS (U) . HV LOCK R AND ALTERNATE 0 LOCK: 1. MANDATORY CONDITION #1: ONE HV LOCK© SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK @) MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOO OR ® CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION 41: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES d OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION -OF LOCKS SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION 412: LOCKING' RODS- @ ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION #2: ONE HV LOCK @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS ,AT ANY ELEVATION. HV LOCK VUG SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S- M.S. TWO LOCKING RODS Q AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 5. ALTERNATE TO M6NDATORY CONDITION1 VALID ONLY FOR METRICAL S• ONE ALTERNATE LOCK W MAY BE USED IN LIEU OF HV LOCKLIATj FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERI E LOCK 1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSMEW TO Q OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. F.E. SEAL/SIGNATURE%DATE a µaa F v rOPO@�N+O i F t OR v=z N phi w N iz nLL •-a aiY U A I wg� <1 yr. �zv LL ORII.Ia @—(D ORO + OOP a O OR ®+O MECOm TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 36th. St., Ste. 305, VIRCPM GARDENS. FLOP= 33 Phone : (305)871-1530 . F.R : (305)871-1531 e—mal: lilte.000.aom EB-0006719 WALTER A TILUT Jr. P.E FLOPIDA Uc. g 44167 A.S.S.A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach. FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 OF CORNER CENTERMATE CODE (Non Nigh Velocity Hurricc Oa 2009 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter System DRAWING No 0p-227 OF—* MOUNTINGt'I TNS RELATION EXISTING r n rn IN —CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) POURED CONCRETE OR CONCRETE BLOCK WAIL REQUIRED g, -'yyALEwouNTING JNSTAELA,ITlQN CONCRETE ANCHORS SEE SCHEDULE ON 1/4'0-20x3/4' S.S. NOT FOR COMBINATION- OF SECTIONS: ShEEi 10) MACHINE SCREWS USING POURED 1 CHINE NUTS S SI O.C. 1— SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY / 2— MOUNTING SECTIONS CAN BE COMBINED CONCRETE IN ANY WAY TO SUIT ANY INSTALLATION. REQUIRED 1' Min. EQ 0 Q ! E. D. - EDGE DISTANCE (SEE NOTES k SCHEDULE ON SKEET 11) � I EXISTING GLASS - EXISTING 1' MIN. SEPARATION 2Q WALL MOUNTING INSTALLATION 1' MIN. SEPo 1-1/4'0-2Ox3/4' S.S. PHILUPS CREPE ANCHORS TRUSS HEAD MACHINE SCREWS POURED CONCRETE (SEE SCHEDULE ON USING 1/4'-20 NUTS 0 12- O.C. OR CONCRETE BLOCK SHEET 10) WALL REWIRED WALL MOUNTING INSTALLATION INSTALLATION DETAILS FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zon1 • ©2009 EASTERN METAL SUPPLY, INC. HV TM I-L E C O iNc. /�BERTHA A■S.S■An' Accordion Shutter System �= 5' American Shutter Systems TIWT TESTING & ENGINEERING COMPANY " DESCRIPTION GATE Down 0/ F.P. r. ' "' °' 16 umro6 DATE: o9os/oa % --r-- 6365 N.W. 36IM1 St., Sle. 305. IARGINIA GARDEN16S. FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 Association, Inc. 4268 Westroads Drive 2 DRAWING No f-, l' a- 1: uireaaa<m.aam EB-0006719 West Palm Beach, FL 33407 08-22% 3 .�... WALTER A. nUJT Jr. P.E. Ph: (877)999-2772 'FAX: (561)209-8380 4 SHEET P.E. SEAL/SIGNATURE/DA?E FLORIDA Ua Q 44167 5 OF 14 s POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 11) REQUIRED EDGE OF SLAB IF � APPLICABLE t EXISTING NOTE FCR COMBINATION OF SECTIONS: 1— SEE SHEET 3 FOR TYPICAL SHUTTER I. ASSEMBLY :PARATION, m' ' A 2— MOUNTING SECTIONS CAN BE COMBINED CLASS i i IN ANY WAY TO SUIT ANY INSTALLATION. E. D. — EDGE DISTANCE �i' Ili i (SEE NOTES & SCHEDULE ON SHEET 11) EDGE OF SLAB IF 1' —j M;N. SEPARATION TO GLASS w A POURED I CONCRETES , REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) © WALK —OVER MOUNTING INSTALLATION (SS CEILING MOUNTING INSTALLATION A —TaIN.SEPARATION— TO CLAS cus s EXISTING I MIN. SEPARATION i GLASS i TO GLASS Q EXISTING GLASS ri ii g14x3/� S.S. HEX SCREWS ® 9' O.C. OR HEAD TEK 1/4'm-20 1 �_ ALTERNATE ' I' ! S.S. N.S. W/ NUT 09' O.C. A.1'CHOR� LOCATION it $10x3/4' HEX WASHER ,HEAD , Ili I i I a 3/8 FAN. TEK SCREWS ® 12' O:C. ' t ©t l 3/8 WH. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) i CONCRETE ANCHORS EDGE OF-1/ SLAB IF i 1' EDGE OF NOTE, (SEE SCHEDULE ON SHEET 11) APPLICABLE /I/2 SLAB IF t E.Q. EQ. APPLICABLE THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED i I ' EDGE OF POURED CONCRETE AOJACEN'T. TO AN OPERABLE EXITSLAB OR ENTRANCE 1 1/2° 1 1/2" IF APPLICABLE REQUIRED E. 0 ` D. / POURED J CONCRETE REQUIRED D.'-- (DLLjOOR_MOUN1iNG=INSTALLATION ®FLOOR MOUNTING INSTALLATION t INSTALLATION DETAILS FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zor © 2009 EASTERN METAL SUPPLY. INC. BERTHHV T"' Accordion Shutter System 1LE C 0 A S S A American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36tR St.. Ste. 303, NRGINIA GARDENS. RGRWA 3316 PH=e : (305)871-1530 . Fez : (30)871-1531 e—mail: tllteco0ael.eam EB-0006719 WAITER A. nwr Jr. P.E. Fl oaDA t °. g 44167 . Na DESCRIPRON DATE D.— S . F.P. 1 oeOf19Y vmim DATE: 09/05/OE z DRAWING No 08-227 P.E. SEAL/SIGNATURE/DATE s 4 SHEET 6 OF 14 s OUT 3-TS ALLOY) ALUM. (2) 1/4'0 TAPCON TORS TO CONCRETE (TOP/BOTTOM) & '2' S.M.S. TO TUBE EACH ANGLE (TYP) M (AILS ON SHEETS 8 & 14 `r * 5ND ALTER AT L LOCK ( Ra N SHE Hv LOCKS® - I N �--EXISTING GLASS AND ALTERNATE LOCK ©1, ON SHEEP 4. B R© OROOR EXISTING GLASS SEE END DETAILS ON WALL CONNECTION SHEETS S & 14 ' ^ ^ � ' F 10R 01 1 ,ORi - - - - 3 1 /4' 7' 6 1 /2' 7' 1/2• OPPOSING SYMMETRICAL I ` CENTERMAT�EESe CENTERMATES I l T. O.G. �UL! LENGHT. D.C. 'Wj LOCK -& I W LOCK W * i" MIN. SEPARATION ( 1 N `UU 7 TO GLASS • k ► � .� ��� r' ■ rna I ame E I CPU MCA -- ©CEO F' EXISTING /1— r GLASS o \JGR �/ J �`GEXISTI G A 2 r _ I --- IN * I. MIN. ' OPnCNN- W X SEPARATION (INTERIOR) TC CILa55 OUT _ A ° ©OR 9o• * W ^ (EXTERIOR) OUT �(JJJ SECTIQN 12 AT CORNER CENTERMATE #3 \--©oR O � OUT �l SECTION 12 r-EXISTING GLASS z-------------------------1�------ SYMMETRICAL * IN ,—nOR©OROaR . I `_� I. MIN. CENTE� 1 OPTIONAL W1 i OoRJ O I SEPARATION W LOCK * 1—UNIERIOR) F H I OR J To cLASS ALTERNATE SECTION 12 -" — TILLIT TESTING & ENGINEERING COMPANY fy, , 835S N.W. 36U, SL, Ste. 305, %IRGINIA GARDENS, FLCRIDA 33 Phan.: (305)871-1530 Fax : (305)871-1531 .—maiL• ' U lte..Q-T..am EB-0006719 WALTER A TILUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLOR:oa U.. B 44167 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ANCHORS 0 16- O.C. o L O O U T 6 1 /2" MAX. STACK SECTION 12 AT SLACK aETAIL (IF APPLICABLE) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone` © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM' ■ ■ ■ ■ Accordion Shutter System American Shutter Systems N2 DESCRIPTION DATE Dr— br: F.P. Association. Inc. ' OLn OS 19! 9/03/OB DATE: 09/05/08 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL" 33407 3 08-227 Ph: (877)999-2772 FAX: (561)209-8380 1 cuccr POURED CONCRETE CURED CONCRETE POURED CONCRETE OR POURED CONCRETE A OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE \ BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED —EXISTING GLASS �EXISTING GLASS 2" MIN EXISTING GLASS CONCRETE ANCHOR, IXISIING GLASS ® 16` _ 2" MIN � RATION I I 1" MIN. 1" MIN. EQ I I EO 1" MIN. E GLASS I SEPARATION / i 1" MIN. / I SEPARATION 1/1fi z3" MAX. (6060-T6)- I TO GLASS I SEPARATION I TO GLASS CONT. ALUM. CLOSER 1/2n TO GLASS (LOCATE AT PLATE (LOCATE AT EITHER EITHER SIDE SIDE OF NQ) JI/V ♦USE 1" OR 2" MAX. (AS APPUCABLE)x2"x1/8"x0'-2- 1/2" MIN. ALUMINUM CLIP-ANGLEI#10xi/2" S.M(6063-T6 ALLOY) AT MDHEIGHT�tOxi/z"S.M.S. ----- ® i6" ----- �` / W/(1)y'1Ox1/2" S,M.S. ANCNs HORS TO WALL AT 1" O.C. / ' (LOCATE AT EITHER SIDE OF NQ ) SEE DETAIL X FO1 SIDE CONNECTION SEE DETAIL X FOR TO TRACKS /�� SEE DETAIL X FO SIDE CONNECTION ZWORC OR©OR© S1DE CONNECTION ORCOR©OR® TO TRACKS TO TRACKS CORC OR CIOR(� �OR {�, OR®ORC OR( D+�ORO OR F(�+CORD OR(D+OORQ) OR®+CORQ END'-�CONNECTION� DETAI{� � END CONNECTION DETAIL 4Q END CONNECTION DETAIL( (1; END CONNECTION DETAIL �2 F. REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR POURED CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED B�OR OR/� REQUIRED EXISTING GLASS I EXISTING `A © V) OR C GLASS ---�_ 1 Ox1/2" S.M.S. 1" MIN. -� _ __ __ SEPARATION I" MIN;® 12" O.0 SEPARATION D ' _-------- a___Si TO GLASS - CONCRETE 1/2" MIN. TO GLASS Y " y— - -- _ - _ ANCHOR '"'I I 5 ____-_______ , CONCRETE 12" O.C. I �____________ ANCHOR Q (2)g14x1 3/4" ----- - ® 16, '�" HY PIN. (2)f14x1 3/4" t / O.C. __ _ }-_-_ - HY PiN. f _ 1 2" IN-__ END CONNECTION DETAIL ) oR(B+ IQonQ 2" END CONNECTION DETAIL © OR(a3+CDR -) TILLIT TESTING & ENGINEERING COMPANY ♦ ♦-> fJ �t�-,��y^Y,' 63S N.W. 36th. St, Sts .30S. YpCtIN GN.GENS, FLGW,IDA 33 Ph— : (305)B71-1530 . Fax : (305)871-1531 e-ma7: ' .. -®aol.cam Ee-CC06coa67ts WALTER A. TIUJT 41 P.E. P.E. SEAL/Sl'GNATURE/DATE " FLOWDA Lie. it 4416i /-3 C ® C OR(-+OOROR DEGTAIL'�X FLORMA BUILDING CODE (Hon High Velocity Hurricane Zon, © 2009 EASTERN METAL SUPPLY, INC. BERTHA -Y0V TM A■S■S■A■ Accordion Shutter System American Shutter Systems �' N OESOR PT ON DATE Drawn 8. F.P. a, �_,,, .iosAa• DATE: 09/osPOET Association, Inc. 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 08-227 Ph: (877)999-2772 FAX: (561)209-8380 ` 1 1 SHEET MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES. "ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM DMGN LOAD (P-J-) (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR CEILING MOUNTING (ft) L + (ft) L - (P,) 30 OR LESS 16'-0'1 16'-0' T6'-o' 15'-0' 35 14'-10' 14'-10' 15'-2" 16'-0' 40 13'-10' 13-10' 14'-2• 15'-2' 45 13,-1" 13'-1' 13'-4' 14'-3' 50 12'-5' 12'-5" 12'-B' 13'-7' MftZQ= {t-,1a=4 t1i;L4� �iilrl--7' S17:=4:i 65 70 10'-6" 10'-6" 75 10'-l" 10'-1" 10'-4' 11'-i' 80 9'-10' W-10" 10.-0' 10'-9' 85 9'-6" 9'-6- 9'-9' 10'-5" 90 9'-3" 9'-3' 9'-5" 10'-I° 95 9.'-0" 8'-9' 9'-2' W-10' 100 8'-9" 105 B'-7' 7'-11' 110 8'-4' 7'-7- 8'-7- 9'-2" 115 8'-2" 7'-3' 8'-4' 8'-11' 120 8'-0' 1 6'-11" 8'-2' 125 7'-10' 6'-B' 8'-0' 130 7'-B' 6'-5- 7'-10" 135 7'-7- 6'-2" 7'-9' 7'-9' 140 7'-5" 5'-11' 7'-7' 7'-6" 145 7'-3- 5'-9" 7'-5" 7'-3" 150 7'-2' 5'-7" 7'-4. 7'-D" 155 7'-0' S'-5' 7'-2' 6'-9" 160 6'-11' S'-2" 7'-1" 6'-7' 165 6'-10' s'-1" 7'-0' 6'-4" 170 6'-9" 4'-11' W-11" 6'-2" 175 6'-7- 4'-9' 6'-9• W.I. 180 6'-6' 4'-8' 6'-8" 5'-10" 185 6'-5- 4'-6' W-7- 190 W-4' 4'-5" G'-6' 5'-6' 195 6'-3- 4'-3" 6'-5" 5'-5" 200 6'-2' 4'-2' 6'-4' 5'-3' 205 6'-1- i 4'-1' 0'-3" 5'-1' MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK"& NO LOCKING RODS (SEE NOTE t) UAXMUM 13ESMN LOAD ( (P—)) CONC'R--TE & WOOD INSTALLATIONS WALL MOUNTING & FLOOR/CEIUNG MOU"NG L + (ft) L - (ft) 30 16'-0' 16'-0" 35 14'-10' 14'-Io' 40 13'-10' 13'-10' 45 50 55 11,-10" 11'-10" 60 11'-4" 11'-4' 65 10'-10" 10'-10" 70 10'-6' 75 10'-1" 6o 9'-10' 1 9'-10" 85 9'-6" 9'-6' 90 9'-3- 9'-3" 95 9'-0' 13'-9 100 8'-9' 8'-4' 105 8'-7" 7 -rl' 110 8'=4' • 7'-7' 115 8'=2" 7'-3" 120 8-0" 125 7'10- 130 7'=8" 6'-5" 135 T-T 6'-2- 140 7'=5' V-11' 145 7'-3" 150 7'=2' 155 7'-0' 160 W-11" S'-2' 165 6'-10- S'-1' 170 6'-9- 4'-11' 175 6'-7" 180 6'-6' 185 6'-5' 4'-6' 190 6'-4' 4'-5- 195 6'-3' 4'-3' Z00 s'-z' -4'-2 205 1 1 4'-I" INSTALLATION LEGENQ NCREfE & M N30RY'�J' WOOD k�-1-079RR-7//-C 2. 1w, 2w, 3w, 5W & BW 4W. lll'NG MOUNTING 5, g, 8W. 9W & 10W & 'B ♦ MAXIMUM SHUTTER SPAN 'L+' OR 'L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 psf. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #4, SHEET 4 OF 14 TILUT TESTING & ENGINEERING COMPANY 8355 N.W. 3Eth. SL. St.. 30-a. MK M CARDERS. FLORIDA 33 Ph— : (305)871=1530 . Fas : (305)871-1531 0-01:ES-WO6719 WALTER A. TILUr Jr. P P.E. SEAL/SIGNATURE/DATE FLORIDA Ue. a 44167 Lx.Li1Y.'H POSITIVE DESIGNM LOAD.ALLOWABLE SPAN FOR A GIVEN L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAY FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE D61GN LOAD, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CELING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Li+', "L2+", "Ll= AND "L.2-" I (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM. ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. BUILDI A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 © 2009 EASTERN METAL SUPPLY, INC. BERTHA HVTm Accordion Shutter Sy — AS-11. DRAWING No 08-227 SPAN (K) M LM .4•-0' 0 N�(ip� SCHEDULE .FOR A GNEN ING A�OUh NG TYPE FOR CONCR E MoUHi1NGS 1. 2. 3. 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TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ P.E. SEAL/SIGNATURE/DATE * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Win. f c - 3 k.i) - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. (Min. f'c m 3 ksi) - 1/4'0 It 3/4' ALL POINTS SQLID-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min, f'c 3 ksi) - 1/4.0 BLUE TAP CONCRETE, ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 ksi) 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR. REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. fc = 3 ksi) _ NOTES: A. 1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A.2) MINIMUM EMBEDMENT OF 1/4"0 It 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE TANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID ''HALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. (0) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUD.DEX - 1/4% x 3/4" ALL POINTS SOLID-SEr ANCHORS; AS DISTRIBUTED BY. ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 0.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEOM-IT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND i' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN GCSE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHAH BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES BA) & 6.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. -EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE DI TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALPOINT SOLID SE BLUE TAP W/ CAP TAPPER + MIN. SPACING E.D. E.D. MIN. SPACING = 3" MIN. SPACING - 3" MIN. SPACING - 3 1/2' MIN. SPACING - 3' 3 3/4' 4' POURED CONCRETE & CONCRETE BLOCK 14N. EM=3' ;;MIRED IXSOTE AU1 ED.•3 1/Y : CON Wr, ROCK M.N, ED.=21/Y POURED CONCRETE & CONCRETE BLOCK . E0 , 1 Y POURED CONCRETE- & CONCRETE BLACK MIN. EOa3' POURED 03'1L1+E7E MN. ED.-3 1/Y COROIEiE ELL= MN Ea-2 i/Y 3' 1.0 0.90 1 1.0 0.78 1.0 0.84 1.0 2 1/2' - 0.81 I. 1.0 - - 0.67 1.D 2' -- 0.71 -- - - 0.51 - 1 3/4' - - 0.91 I®a®vowna uttl _ _ - 0.43 - 1 1/2' 0.35 - - - - 0.35 - IILIEC®�N�. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36N. St., St. 305. YIRGNA GARDENS. FLORIDA 33 Phan.: (305)871-1530 . Fox : (305)871-1531 e-ma0: EB-000670057.cl.c.m 19 WALTER A TILLR Jr. P.E FLORIDA Lic. ¢ 44167 A.S.SoA. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAR: (551)209-8380 CODE (Mon High Veracity Hurricane Zon © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System-n aA aa-lea DRQAWING ]No OV-227 Y 1/4'9 TAPCON OR TAPCON WT'H, AOVANC'CD THREADFORM TECHNOLOGY. W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. iV (SEE SCHEDULE ON SHEET 16) F OR j �EOGSTING MIN. t 2"x4" WOOD i HEADER REQUIRED IXISTNG GLASS--- 1" MIN. SEPARATION ;(— TO GLASS 1 DETAILS ON EXISTII r-1/4'0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO . EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) 1/4"0-2( SCREWS 1^6 e 12'O. j . ..D'b � E �. "•r. ' I , FINISH I A LLU1 :EXISTING MIN. .2"x4" WOOD I C HEADER REQUIRED u EXISTING �I' MINA'. SEPARATION — GLASS --I W WALL CONNECTION AT TOP 2� WALL CONNECTION AT TOP EXISTING ' I Y GIfSS—.t 1" MIN. SEPARATION ! 2'x4' CONT. ,9r TO* GLASS i 'I A EXISTING 1" IN. SEPARATION I t I WOOD PLAT I 'I I I CLASS �r— TO GLASS I REO'D.—WALL t + I x I (/ r I Y�FlNISH .tI )OD B.0 I LD I N G S N-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAW BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. '4' S.S. MACHINE 9 1' MIN. SEPARATION FA1/4^-z0 NUTS?O GLASSI EXISTING 9 CLASS-6 p WALL FINISH III I 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2- Min. PENETRATION OF THREADED AREA 0 MIDWIDTH OF WOOD PLATE. 2'x4' CONT. SILL (SEE SCHEDULE ON SHEET 16) PLATE REO'D. 3W WALL CONNECTION AT BOTTOM I I 1 MIN. SEPARATION I t 1 TO CUSS I i EXIST TNr LASS--4 A G O i ! I � tl W%I l FINIS L 11't WOO CONT.. 1 I'' .. \ o! \ z. 1 1 VI000 PLATE j w% z REO'D . '1 a t It�t" Min, I QMing 4 0 �1/4'0 TAPCON OR j 1/4'0-20x3/4'- 5.5. MACHINE I: L-1" Min. I 0-20x3/4' S.S. MACHINE ' A it�t. li, t t� ij 11' TAPCON WITH ADVANCED SCREWS W 1 4"-20 NUTS t S } SCREWS USING 1/4"-20 NUTS THREADFORM TECHNOLOGY ( 1 t I' a1 I - ` / % 1 +/t In 11 i{ ii 1/4.0 TAPCON OR i W1 1/2" MT, PENETRATION OF ' la 11a Ii ' I {� i t \ 12' O.C. 'LfL2"x4" CONT. ��TAPCON WITH ADVANCED ® 12' O.C. THREADED AREA INTO PLYWOOD. �, \\4` �1/40 THREADFORM TECHNOLOGY TAPCON OR { SiLL PLATE i SEE SCHEDULE ON SHEET 16 t _ C l\ APCON WITH ADVANCED ,REQ'D. i ( ) 1/� MIN. COXTHREADFORM TECHNOLOt I 1 F TTHREADEDinAR`PAE PENETRATION j 1/2' MIN. COX PLriY00D REp'0. O I PLYWOOD REp'D. W/ 1/2' Min. PENETRATION OF MIDWIDTH OF WOOD PLATE. EXISTING MIN. 2"x4" STUDS ® I6° D.C. MAX. REO'D. PLYWOOD TO BE I WALL FINISH THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C.— (SEE SCHEDULE ON SHEET 16) 4W 5W WAIL CONNECTION AT BOTTOM WALL CONNECTION AT BOTTOM 6W WALL CONNECTION AT BOTTOM SCALE: 3/e'=t" FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone) 02009 EASTERN METAL SUPPLY, INC. BERTHA HVTM e z,, IL E C OA■S.S■A. Accordion Shutter System REV. N. - DESCRIPTION GATE Oraan by: F.P./LG. T,_ TIWT TESTING & ENGINEERING COMPANY American Shutter S StemS' / r,. .,� _ 1 au m-ne a/waa DATE: 09/05/08 Y •%� 6355 N,W. 36N, SL. Ste, 305. YatG1NV1 rJR0EN5. F1.ORt0A 3318 A..Clatian, Inc. �,. ! -.t �,3 _ \ Phone (305)871-1530 . Fax : (305)871-1531. 4255 Westroads Drive 2 T'wcoN xm' A°vw''cm 10/z7/t DRAWING No ,91` ta—mail: 6lt ..0—I... THRE'nFORM TECHNOLOGY I�v—��� >; d^•. - EB-0006719 West Palm Beach, FL 33407 WALTER A. nLUT ac P.E. Pfi: (877)999-2772 FAX: (56t)_09-8380 3 f+= FLOFaDA.UC. # 46167 4 SHEET P.E. SE /SIGNA'TUkEJl 5 13 OF 14 EQ EQ 2" MIN. --I 4'XS%(Mim) EXISTING WOOD / / ' +/ BEAM REQUIRED. STRUCTURAL 2D S MIN. (IF APPLICABLE) ADEQUACY OF EXISTING WOOD- -EDGE W000 STUDS. ! BEAM'TO BE CERTIFIED BY / e (AS APPLICABLE) REGI— _ ARCH�(TECTOPRIORNEER OR TO SHUTTER / / / � EXISTING WOOD INSTALLATION. / j FlNH 1 „= TRUSSES OR EO p RAFTER 0 24" / J O.C. REQUIRED 1/ I 7/4"EXISTING GLASS I f 4 TAPCON OR TAP, WITH ADVANCED 1 \ CISTIIIG SOFFIT THREADFORM TECHNOLOGY I -T I ,) / W/ 1 1/2' Min. PENETRATION 3/4" Max. THK. OF THREADED AREA TO i J14z3/4' i EO EQ 1"x4'x1/B' CONT. ALUM. TUBE EXISTING WOOD BEAM rEQ O S.M.S. (SEE SCHEDULE ON SHEET 16) I EE77 7] 1" MIN. tT 0 6" O.C. (6063—T6 ALLOY) VJ/ (3)5/16'0 /1 LAG SCREWS TO EACH RAFTER OR SEPARATION i E OR O TRUSS. LOCATE IAC SCREWS AT I E DR O TO GLASS I MIDWIDTH OF EXISTING 'WOOD ! 1 i MEMBER, (2" Min. NOMINAL I OPEN HOLE AT EACH I WIDTH) W/ 2' Min. PENETRATION 5N0 TO ACCEPT ' I ' I 1 OF THREADED AREA. VAUD FOR I i INSTALLATIONS WITH 72 f MAX. EXISTING I I 5/16"0 LAG SCREW I- I I I II I AT CENTER OF TUBE. I I 1 DESIGN LOAD AND INSTALLATION MAX.SO GLASS —I— I I I SPAN. THIS INSTALLATICN IS ONLY I I ! 3 VALID FOR WOOD W/ MIN. I I 1/4"0 TAPCON OR TAPCON WITH ADVANCED TFIREADFORM W I TECHNOLOGY ITW BUILDEX I ANCHORS 0 6" D.C. i W/ 1 1/2" MIN. THREADED PENETRATION INTO STUDS OR W/ MIN. 1/2' THREADED \ I PENETRATION TO 1/2' COX 6.Q., PLYWOOD IF NO STUDS EXIST. 1/Y MIN. COX PLYWOOD. MIN. )x1/2" S.M.S. 16" O.0 I 1" MIN. I SPECIFIC GRAVITY OF' O.50 AS SO(E)OR Op SEPARATION I I DOUGLAS FIR. OR SOUTHERN PINE ! I w I R (", R TO GLASS ! ! No. 2, OR EQUAL 1 1' MITI ! I OR OOftOk(8) SEPEXGLASSISTING I l i I I TO G�L455 A I END CONNECTION DETAIL ' 1 W & 4W (7W HOLLOW CEILING MOUNTING INSTALLATION ORSOFFIT MOUNTING INSTALLATION 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM ! 1 ! 2"x4" MIN. WOOD ^TECHNOLOGY ITW BUILDEX I I I I 1 1" MIN. I A STUDS REO7 ANCHORS W/ 1 1/2' M!N. I 1 j a5 EXISTING GLASS 1 THREADED PENETRATION — I I 1 EXISTING ITO CLASS I ! C �)1--� INTO STUDS ® 12" O.C. I 1" MIN.ON 1 - A GLASS\ 1 f—SEPARATII i _ \ I 1 TO GLASS I I 111 11" MINLPATI. \ ALTERNATE 111 11I TO GLA SN 1/2" MIN. GLA55 O NHOa :ANCHOR EXIG 1 LOAION MIN. WOOD HI I 3/8 MLN1 1 #10x/4HEX DECK REQUIRED 1 3/8 MIN.2"x6_ NO FINISH 2'x6' SCREWS ® "" 0 C. .I I ( MIN. WOOD DECK ALLOWED) REQUIRED (NO FINISH P110WE0) 2' MIN. EQ EC J 2 I EDGE OF DECK EDGE OF DECK IN IF APPLICABLE IF APPLICABLE E.O. —O. DGE OF .:. 1/4'0 TAPCON OR TAPCON WITH' 2' MIN. "MIN. DECKIF ' _ WALL 1/4"0 TAPCON OR TAPCON WITH APPUCA9LE ©ORiI)iOR©OR^ I FINISH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION' OF NOTES: ADVANCED THREADFORM TECHNOLOGY 2 W/ 1/2" Min. PENETRATION OF MIN' lJ0' ® OR .J ' THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET is) 1—SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2—MOUNTING SECTIONS CAN BE COMBINED THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) /\ END CONNECTION DETAIL 5W 9� FLOOR CONNECTION IN ANY WAY TO SUIT ANY INSTALLATION. FLOOR CONNECTION SCALE: 3/8" = 1" FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone) . ' � :Y;r .,.+'"• ©2009 EASTERN METAL SUPPLY, INC. I L E C AS �� BERTHA HV TM M �, ■ , ■ , Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY 6355 N.N. ]fi!h. SL. 51a. 305, NRQNIA GARDENS, F10RIpA 3316 EV. N DESCRIPTION D ES GATE Ot n by. F.P. /LG v'4 %�j%�GY [al- American Shutter Systems 1 RI_7„ sYATE DATE: D9/OS/O6 �•. } ..p,•' Phzne : (305)871-1530 . Fax- (305)871-1531 e-mail: Wt.. act rn ASSOCIatlOne Inc. 426$ Vdestroads Drive 2 TAPCON 1 ADVANCED THREADFORM TECHNOLOGY D/27/1D DRAWING NO sog`O.. ES-0006719 West Palm Beach, FL 33407 08-227 3 "y,Q'•:, "A"" T' P E SEAL/S(6NATAE/DATE WALTER A T:LUT dr. P.E. FLORIDA Li. B 44167 Ph: (877)999-2772 FAX: (561)209-8380 4 SHEET 5 14 OF 14