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Florida Building Code Online Page 1 of 2 P'wjt�`rrl7J J r,;rra r`��f✓ iiii 1-h NN Florida DepafUTleiV BCIS Home I Log In User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications I FBC Staff { BCIS Site Map Links I Search Businesl4i 'lProduct Approval Professional USER:PublicUser Regulation Product Aooroval Menu>Product or Auollcatlon Search>Aoolication List>Application Detail FLfi46-Rr'j f a Application Type revision! Code Version 3 2014 Application Status Approved Comments Archived Product Manufacturer Transparent Protection Systems,Inc. Address/Phone/Email 633 Dunksferry Road Bensalem,PA 19020 (215)638-0800 Ext 203 craig.hampton@polymerindustries.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory : Storm.Panels Compliance Method Evaluation Report from a Florida Reg istereiArcil7r a Licensed Florida Professional Engineer -40 , Evaluation Report-Hardcopy Received r ' Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. �a the Evaluation Report �5 { Florida License PE-0046549 s Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12%3172015— oaa Validated By Jorge A.Pomerantz,P.E. W�, Validation Checklist-Hardcopy Received Certificate of Independence FL6416 R3 COI Indeo.odf Referenced Standard and Yearof StandardYear ( ) Standard �,-• '1 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 -� ASTM D635 2006 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 ASTM G155 2005 ASTM G26 2000 TAS 201 1994 TAS 202 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8Waj j2l... 11/19/2015 ' Florida Building Code Online Page 2 of 2 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL6416 R3 Equiv Equiv i.Ddf FL6416 R3 Equiv Equiv 2.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/24/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 6416.1 ClearGuard HVHZ Panels ClearGuard Polycarbonate Storm Panels(HVHZ Product) Limits of Use Installation Instr4uctions Approved for use in HVHZ:Yes FL6416 R3 If`Dwg'bdf Approved for use outside HVHZ:Yes Verified By Frank L:`Bennar o,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 R3 AE 04-009 FE FBC.Ddf (allowable spans,mounting conditions,anchor options,etc.) FL6416 R3 AE 04-009 LE FBC.Ddf FL6416 R3 AE Eval.ndf FL6416 R3 AE HTL Test0239-0107-05.pdf FL6416 R3 AE HTL Test Report 0239-0312-06.Ddf FL6416 R3 AE HTL Test Report 0239-1013-07.1)df FL6416 R3 AE Test Ignition Smoke BUrnxdf FL6416 R3 AE TPI-005-02-Ol.ndf Created by Independent Third Party:Yes Back Ngxt Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eCtccl. sccurilv.w:rxrca http://www.floridabuilding.ori /pr/pr app_dtl.aspx?param=wGEVXQwtDgs7kTE8Waj*j2l... 11/19/2015 ® uc ON gTE`�STORM�PANEL-SLY(HVHZ) GENERAL NOTES: f--2.50"-f 0.100" 1)THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE si ll7' / F� g �,•.••• ;:�, ,{ 0.100" MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE ttY�•'' �A•a,r\ 1.00" o \ T 1.00" 3/8" TYP 3J8°MIN REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014) �' o r� o" MIN o o e• PER TAS 201,202,&203 TEST PROTOCOLS. PANELS ARE APPROVED FOR lA �-1°•� y ri •Sp f•1"t y •SO �•1°-� f-1°� h ri Vp USETHROUGHOUT THE STATE OF FLORIDA,INCLUDING WITHIN THE HIGH 41)W�"O -- ti ry ry \- VELOCITY HURRICANE ZONE(HVHZ)COMPRISED OF MIAMI-DADE& W O a V y ` X BROWARD COUNTIES. W X w u �--12°(MIN)TO 13'(MAX)PANEL COVERAGE--� �-6 1/2"MAX COVERAGE--� 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN Z Z Q QW= �}T 15 3/16 MAX TOTAL ANEL•WIDTH 8 3/4'MAX TOTAL WIDTH " THE DESIGN OF THIS PRODUCT. 1,;1 MOUNT WITH o m$Z o 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE w rc MOUN WITH FASTENERS oo WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A � OwlF�U.LL PANELPR®F1'LE FA51ER5 HALF PANEL PROFILE OR STUDS v JOB-SPECIFICBASISIN ACCORDANCE WITH THE GOVERNING CODE. WW w3 m OR STUDS AT 2 AT 6-IJ2" SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN 3 Ci m 3 (SEE GEN NOTE 6j 13"O,C.MAX .3 =1'-0' (SEE GEN NOTE 6) O.C.MAXw a P ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014)SHALL BE LESS THAN OR EQUAL m 0 STUD AND/OR LEG DIRECTION 2.000" TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES a MAY BE REVERSED LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 0.3aO, 0.500' 3.375" 4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM 0.380'�y 0.665" 0.125" TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 563" .37 0.313° 0.285" 3 0.275" 5)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE 0.688' INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM m c o THE CONDITIONS DETAILED HEREIN;A LICENSED ENGINEER OR c 0.125' O'Typ" 0.650" 0.320" CLOSURE REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO z N P I ANGLE BE USED IN CONJUNCTION WITH THIS DOCUMENT. n TMs_ 0 0'0220"00 P 1 j 0.09" 6)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND w 2.000'-{ -I�1 11 LTYP 6"=1'-0" SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION _ LL AND SHALL BE VERIFIED BY OTHERS. O zh a BUILDOUT 7)CLEAR POLYCARBONATE STORM PANELS(FULL,HALF,& o qn Ci p REVERSE 'F' TRACK 'F' TRACK T44-. DOUBLE WIDE) VARY IN°COVERAGE'WIDTH UP TO THE RESPECTIVE STUD ANGLE 'F' ANGLE 6"=1'-0° O 6"=1'-0" 0.096' MAXIMASHOWN HEREIN,PROVIDEDTHATTHE PANELPROFILE HEIGHTBE �MAINTAINED. PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS a OO6 -2.250--tAT MAXIMUM SPACING SHOWN FOR EACH PROFILE. o 8)ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY N R 0.875°-} 0.099" TRANSPARENT PROTECTION SYSTEMS,Inc. �p'a J 00.35" 0.099" �, 9)THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR- .nz n F -t- �"o POLYCARBONATE PANELS ONLY. ALL POLYCARBONATE PANELS SHALL BE mw 3G q no `ao 2.000" EXTRUDED WITH THICKNESS t=0.100"(10.010"j AND SHALL BE • a 0.067" MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER RESIN N a0 WIDTH UNLIMITED (UV STABILIZED). ANY PLASTIC MATERIAL TO BE USED IN THE HVHZ L7 -L 0MIN 0.067" MUST DEMOSTRATE COMPLIANCE WITH SECTION 2614 OF THE BUILDING Q�¢0 p TOP MOUNT MOUNTING MIN ` CODE SPECIFIED ABOVE.TYPICAL TENSILE STRENGTH Fy=8.908 KSI, uT w (CONN AS REQ'D) SECTIONS 00.60' 0 0.375" FLEXURAL STRENGTH Fby=12.90 KSI,&FLEXURAL MODULUS IS 328.7 KSI, 1177 10)ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,U.N.O. ---- ----- KEYHOLE WASHEREDi 'H' HEADER 11) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE $ WASHER 9 WINGNUT 1O LABEL PER PANEL CONTAINING THE FOLLOWING: 6"=1'-0° TRANSPARENT PROTECTION SYSTEMS,INC. 6"=1'-O' 6'.11.1. 633 DUNKSFERRY ROAD BENSALEM,PA 19020 WIDTH UNLIMITED ? � 6y� E ASTM E330,E1886&E1996 g _ TOP MOUNT MOUNTING PRODUCT APPROVAL NUMBERea MEWS - 1 (CONN AS REQ'D) SECTIONS[ 12)STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 'x Zi 36Fa D O / I MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. w0.23" \ REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI,Fl) c w ' Z6 6i / 0.58" zz TEST REPORTS#04-009-FE-FBC-009-LE-FBC,AS WELL AS HURRICANE TEST LAB(HTL OF RIVIERA BEACH,FL)TEST REPORTS #0239 0107-05,#0239-1013-07,ï-0312-06. c6$§ o I 13)tTOPi&jB_O,TTOM MOUNTINGSECTIONS MAY�BEINTER --}- CHANGED�AS3�3K9 w / I w �FIEL=CONDITIONS DICTATEsPANELSMAY BE'MOUNTED VERTICALLY OR v� I z HORI20NTALLY ASf�APP11CA8LE. y - g Ej (LETtOLELWASHERS!S OPTIONAL IN CONJUNCTION ITH gW a3F y / ,`�,• a ANY MOUNTING CONDITION. HOLES MA 8E FIELDSpRILLED(IN PANELS T yy a>;ii8 E / f a I 3/8"(0 5/8 WI-KEYHOLE�WA'SHER WITH ANY FASTS 0 YP CDFYT ff FR KLBDM=PF. / w WASHERED WINGNUTS SHALL HAVE 0.865"MINIMUM WASHER DIAMETER. 15)ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED 14-1509 ¢ \ / STEELOR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH SCALE. - ___ \ / OF 601KSI. PAGE DESCRIPTION: -----------•-•---- ----e---• --------- •NOTE;FOR ALTERNATE ARCH TOP INSTALLATIONS,THE TOP TRACK OR BOTTOM MOUNT ------_____ a U-HEADER SHALLBE CUT INTO 6"MINIMUM ADJACENT SEGMENTS.EACH (CONN AS REQ'D) BOTTOM MOUNT SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE, ro z KEYHOLE DETAIL (CONN AS REQ'D) WITH A MINIMUM OF(2)ANCHORS PER SEGMENT.ANCHORS SHALL BE 1 TYPICAL ELEVATION 1 N.T.S. ALT:FIELD DRILL 03/8" 3 ALT. ARCH TOP* 1-1/2'MIN FROM ENDS OF EACH SEGMENT AND SPACED 3'MIN114UM FROM ADJACENT ANCHORS.FOR STUDDED TRACKS ONLY,THERE SHALL BE A 1 N.T.S. HOLE(OR 05/8"HOLE1 N.T.S. MINIMUM OF(1)SND PER SEGMENT FASTENED TO THE STORM PANEL. W/KEYHOLE WASHER) STUDS SHALL BE LOCATED 2"MINIMUM FROM ENDS OF EACH SEGMENT. •,.•••.•.11111// }- -2.50'—t t-2.50"--1 t-2.50"—t t-2.50"--t o-�f2.000"1{ }2.000"1 \\ :•/ / 1.00° I 1.00U" 1.DD• } T o �� T �? T � T ? 1.199" �"• ri T �1"I h� •�O. �1"1 y� �♦ L1.� �p ,so9 y,l"y yp ,sD y.l��,y 1.00" 'f�I.5D0" a,CS �ro (MIN)TO 26"(MAX)PANEL COVERAGE 12.000" � XI L 28 1/4"MAX TOTAL PANEL WIDTH 14.394' rn ///WWW_ny6Nl n TM rr MOUNT WITH 14 ENERSOUNT H W V, "K V g 11 CLEARMAX DOUBLE-WIDE PANEL PROFILE FASTENERS 12 ALT. FULL PANEL PROFILE OR STUDS AT ZWry. wt 3'-1'-0" (SEE GEN NOTE 6) OR STUDS AT N.T.S. (SEE GEN NOTE 6) 13"O.C.MAX rn�l ><LL w:d 13"D.C.MAX U� a w o Z o L $mew u a 1/4-20 MACHINE SCREW STUD X 0.093` 0.625" 3/4-06-O.C. 1 1/4-20 TYP. I� STUD X 3/4" ' 3.000"MAX. 0.500" ° _@ 6"O.C. _— z x e 0.198° a>$ o o Fa w 0.093°TYP. n t—— N o ary O •t c 0.125^ 0.280" 0.720" N . �aQ Z a 0.145° 0.387" I I c——-- 1=n In O O n -1— �-2.000"—} v ALTERNATE ALTERNATE �� 5,Z 'F' TRACK STUD ANGLE STUDDED ANGLE °Z o 1 J 6•m 1'_U" 14 6--1'-0. 15 6"m 1'_0" w L9 oo U LL m }-2.368"--} k2,7�41� Ir0 0.094" 2.250 � 0.094" 0.843° 2.189° 0.094° g � m 9y CLAMSHELL COVER O I 1 N,T.S. 6063-T6 �$ s -11— ± . odd�w<k¢�aill2 0.375" 125" 2.000II 2554" ly4@/ 0 X 3/4" gj t OCALTERNATE RK 16 U-HEADER 17 U-HEADER CLAMSHELL TRACK N.T.S. 6063-T6 N.T.S. 6063-T6 19 N.T.S. 6063-T6 -150 149 SCA01 �e oescAlvrzoN: ''�L.BENj�''• EXISTING HOST CONN.TYPEd?l, EXISTING HOST STRUCTURE EXISTING HOST STRUCTURE AWASHERED BEND PANEL AROUND ��• F �'�'� STRUCTURE DIRECF MOUNT CONN TYPE C3: F}/ CORNER&STITCH TO — W AS CONN TYPE Cl: f v ANCHOR PER ANCHOR PER `�j ADJACENT PANEL WITH NCHOR PER ANCHOR SCHED ANCHORSCHED IGy1/4-20 BOLTS & -� 'OZMBTJ ANCHOR SCHED :14 SMS OR WINGNUTS = EMBED EMBED 1 2`MAX —� 3/16'POP AT 24"O,C.(TVP) s • 7 EMBED RIVETS AT W rn w o 1 2 13"O.C.MAX /GLE ORO w❑ 1 w 11 12 z p-• FASTEN PANELS TO EXISTING HOST j •IGtt G` HOST STRUCTURE OR VAR STRUCTURE �'•` 2 = 6 1/4-20 In w w m - 7 3 �- TO STUDDED ANGLE °I•�'1��. \g 11 w LEG&/OR EXISTING x 3/4' gu' 1/4.20 x 3/4" p (TOP&BOTTOM)AT W urnr uI1PL �d\\\R w STUD DIR GLAZING zW w w LL^U STUDS CORRUGATION VALLEY VJ ' 12 MAY BE n� STUDS AT 13" W p m GLASS SEPAR n REVERSED O.C.13` O.C.MAX CLOSEST EA CORNER W Z=--i PER SCHED z GLASS SEPAR M w X i w i FOR INTER �• PER SCHED O. ° w (EACH SIDE) �L )U w 5 a m MOUNT MAX Y GLASS SEPARATION a Q Q"W i EXISTING 1/4-20 q ~ PER SCHEDULE 1 2 z ZX Y m e w p GLAZING `x3/4" a i/4' SGLAZTNG 112 a s CORNER CLOSURE ANDS¢ -I E Q MAX m ti W 3 u z AT 13'Z —NT i 3 N.T.S. PLAN VIEW N O.C. Z: CONN TYPE C5: , Q C y+ MAX w ANCHOR PER 5 13 0_ m w V EDm ANCHOR SCHED �+ ID O€ MAX w wp 1/2- 1 MAX a EDGE S —Y DIST MAX CONN TYPE Cl: EMBED CONN TYPE CI: 2 ANCHOR PER EXISTING HOST STRUCTURE 11 ANCHOR PER HOST STRUCTURE ANCHOR SCHED B ANCHOR SCHED 1 � W N� LLQ''' I'NC7KS-CTION Z MOUNTING SECTION s MOUNTING SECTION ANCHORS AT 12.0*O.C.FOR EQ 4>� v�v N�� P=59P5(OR LESS,OR AT 5.9"O.C. EQ a=e RT SECTION 3 3"=1'-0" VERT SECTION 3 3"=l'-0" VERT SECTION FOR P-120psf OR LESS(USE ANY I" ANCHOR FROM ANCHOR SCHED) c c O of u 3N p Q Om Zpn s BUILD-OUT CLOSURE Qg 3 3..1'-0' PLAN VIEW r,z a G 1 2 11 12 1 2 1112 �1Om 3 1/4" j EXISTING HOST STRUCTURE �1/4° MAX;� NOTE:DETAIL 9/3 MAY BE USED s CONN TYPE C2: MAX AS AN ALTERNATE TO CLOSURE u� ANCHOR PER --t- DETAILS 7/3 AND 6/3. U EMBED ANCHOR SCHED 1/2"MAX MAXIMUM PANEL %--EXISTING HOST MIN.PANEL W 10 STRUCTURE SPAN SCHEDULE SHALL BE I5 TIMES P PROJECTION a W MAX SPAN&PRESSURE FOR •"MAX GAP THE PANEL PROJECTION $ USE WITH"H"HEADER: (POSITIVE CONN.) FROM THE EXISTING o a a l l 60"MAX AT 55.47psf WALL MOUNT CLOSURE HOST STRUCTURE EXISTING HOST a6$ STRUCTUREEXIygggAAyp�g GLASNG NG 1 2 3 3"=1'-0" PLAN VIEW LOAD MAX 1112 a 9 PANEL OVERLAP 6 il R (psf) SPAN(R) o wd {GPER SCHED 1/4-20x mw 3 N.T.S. PLAN VIEW se EG MAKE STUD DR 3/4• -'O EXISTING HOST 230 6'-2" H a l MAY 8E REVERSED-4 STUDS i m STRUCTURE,TYP ( Hill d FOR INTER AT 13" w "MAX GAP 1211 2 1 t32 6'-1" MAXIMUM SPAN pair, MOUNT O.C.MAX t35 V-11" '3•'� /7 3 f 1 TD 5" MAX f 140 5.-9" SCHEDULE NOTES: 5�y-���� / •B ..., t45 5'-7., Yd C C R P s 4- t5o 5'-5" 1. SPANS SHOWN IN"MAX PANEL SPAN SCHEDULE"ABOVE ARE MAXIMUM , s OR E CONN TYPE C4: —T• ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE. C�fNORFR LEBMW P.E L1/4, 35s 5,-3" HOST w ANCHOR PER 2.THIS SCHEDULE MAY BE USED TO DETERMINE MAXIMUM ALLOWABLE 1/2"MIN MAX � � 260 5'-2" m ANCHOR SCHED OVERLAP 4 SPANS FOR PANELS INSTALLED USING ANY COMBINATION OF MOUNTING 14-1509 DUCT f EDGE 265 5'-1" EXTRUSIONS INVOLVING A POSITIVE CONNECTION-Le.ALL INSTALLATIONS SCALE. - DIST ANCHORS AT 12.0°O.C-FOR P=59psf OR LESS, t70 5'-0" -1- OR AT 5.9"O.C.FOR P-120psf OR ESS(USE. 275 4'-10" WHICH DO NOT INCLUDE AN"H"OR"U"HEADER. PAGE DESCRIPTION: ANY ANCHOR FROM ANCHOR SCHED) *80 q,9„ 3. WHERE THE"H"HEADER IS USED,THE MAXIMUM ALLOWABLE SPAN IS 5'-0'(60")AND THE MAXIMUM ALLOWABLE PRESSURE IS 55.47psf.4. WHERE"U"HEADER IS USED,THE MAXIMUM ALLOWABLE - 4 MOUNTING SECTION s TRAP MOUNT CLOSURE t90 4 7 (52")AND THE MAXIMUM ALLOWABLEPRESSURE IS+78/-80 SFAN 154'•4' 2100 q'-4" 3'-V-0" VERT SECTION 3°-1'-0" PLAN VIEW 2110 3'-11" S.TABLE ABOVE IS VALID FOR PANELS MOUNTED HORIZONTALLY OR G� S B 1120 3'-7" VERTICALLY. SPAN DIRECTION IS ALWAYS PERPENDICULAR TO LINE OF —vSS '-- ANCHORAGE. ...........IIIIIII 6�NSF' RFAI z ALUMINUM OR GALVANIZED STEEL SPACER: �T _ LEG AND/ORSTUD a o REQUIRED ONLY FOR EIFS,ICF,OR DIRECTIONTMAYIDEJ '�+w OTHER MALLEABLE FINISHES. JAItUl REIIERSEDIFORI GLASS SEP. = GLASS SEP. 1/4-20 x w u • OPTIONAL FOR STUCCO,BRICK,OR ��� INTERIOR MOUNT PER SCHED z i4 PER SCHED 3/4" ¢ OTHER RIGID FINISHES. OPTIONAL METAL BONDED M p 4io STUDS � z HER MAY BE USED ON NA •` EXISTING 1/4-20 ¢ armEXISTING GLAZING x3/4" UUGLAZING r O.G M - 14 STUDS PANEL. -W7W Z v d e: 14'3 ~.: IS OC6. a0 Zf�¢ wU w EW o^ MAX EMBED 1.:J ¢w o Z o 6 w w MAX w EMBED a 1/ z 11`, O w=3 a HOST m CONN TYPE C5: _t AX ANCHORS PER W W 3 SP. TRUCT w G ANCHOR PER ANCHOR w m 3 ANCHOR SCHED — w D:a .7, CONN TYPE Cl: ANCHOR PER SCHEDULE O HOST STCT RUURE ANCHOR SCHED w nw ¢ �UNTING�SE�I:ON� �� 2 MOUNTING SECTION EXI osG 4TH ''11-0"y--"�` VERT SECTION t} 3"=1'-0" VERT SECTION STRUCTURE w u az v ¢ wN � z>w f 2 EXISRNG EXTERIOR w WALL FINISH(STUCCO, 0 EXISTING HOST STRUCTUREo aN w BRICK,ICF,EIFS,ETC.) ti n�n to p 0 a y ANY ANCHOR FROM ANCHOR CONN TYPE Cl: EXISTING O SCHEDULE,ANCHORS EXISTING HOST ANCHOR PER GLAZING �y`y S¢ EQ Q SPACED @ 6"O.C.MAX. STRU RE ANCHOR SCHED GLASS SEPARATION �p'� ?3 PER SCHEDULE r+z 18 R—H S a NOTE:SHUTTER SYSTEM MAY BE ANCHORED THROUGH 333 u• �" EMBED- EXTERIOR WALL FINISH TO HOST STRUCTURE WITH uwi¢o 16 17 i w a ANY MOUNTING CONDITION SHOWN HEREIN. EXISTING E w o 1 2 N W O o -{II GLAZING " w .. 11 12 �x u t� "a l9 1/4-2D 'u MOUNTING SECTION THRU a SPARI R Q D 1 EXISTING x 3/4" i W E GLAZING STUDSa EXTERIOR WALL FINISH NOTE:MAXIMUM SPAN AND PRESSURE FOR GLASS SEPAR AO cb" 8I 5 BRICK ICF EIFS ETC. a;;, p USE WITH'U'HEADERS:52"MAX PANEL PER SCHED MAX 4 N.T.S. VERT SECTION a� S°S SPAN +78/-80 PSF MAX DESIGN PRESSURE $' s MOUNTING SECTION 4 MOUNTING SECTION 02x-� a 4 N.T.S. VERT SECTION 4 N.T.S. VERT SECTION iA1'2 °aI_��8� COPtRIQDFRAWLEOfl F.L 14-1509 SCALE: PAG2 DESCRIMION: w� .......B............ • \�,�C L. F Niy ? ANCHOR SCHEDULE -3�6�9 tie 2•MIN EDGE DISTANCE - OG/p�'f?J 15. - rj pans Up o4'-0' Pans p To - pans D o 7- ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE MINIMUM GLASS STq]FOF =�A (Ps M-0 C2 1 C3 C4 C5 Cl L2 I L3 C4 I C5 Cl C2 C3 C4 Cs SEPARATION SCHEDULE 3/4'ELCO ULTRACON OR ITW 42 13.0"33.D"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0'•13.D'•33.0•'13.D••13.D•' GLASS SEPARATION Fl. � •••,;ATT TAPCON WITH I-3/4• 47 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"10.8"t63 "13.0"13.0" MINIMUM SCHEDULE NOTES. EMBED(3000 PS[MIN CONC) 53 13.0"13.0"13.0"13.0"13.0"130"130"130"13.0"13.0"13.0" 9.6 ' 13.0"13.0" \ pSEPARATION MINIMUM uJ l�l 65 13.0"13.0"13.0"13.0"13.0"13.0" 9.8" 7.6" 13.0"13.0 13.0" 7.8" 13.0" 8.4" ! u, M - i POSITIVE SPAN AT OR BELOW SEPARATION 1. GLASS SEPARATION SCHEDULE r�1 e 120 13.0" 7.9" 6.2" 13.0" 8.5" 5.4" 5.3" 4.1" 5.1' 5.7" 4.3" 4,2" 4.1' 4.5" LOAD LESS 30'ABOVE AT ELEV>30' PROVIDES MINIMUM SEPARATION W Mu LL m U H g 1/4'ELCO PANELMATE WITH 42 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" s W (Df) THAN GRADE ABOVE GRADE DISTANCE REQUIRED BETWEEN LlJ Z a 9 1-3/4"MIN EMBED(3350 PSI 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" EXTERIOR FACE OF GLAZING(OR Z w u LL w w MIN CONC) ]3."13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"12.2" 13.0"13.0" 4'-0" 4.23 1.37" `£Y OTHER PRODUCT BEING PROTECTED) fit a Q l7 * 65 13.0"13.0 13.0"13.0"13.0•'13.0"12.5" 9.7" 13.0"13.0"13.0"10.0" 13.0"10.6 32 q'-g 4.23" 173" qND INTERIOR FACE OF INSTALLED �/ t m 19120 13.0"10.1" 7.9" 13.0"10.8" 6.9" 6.8" 5.3" 6.5" 7.2" 5.5" 5.4" 5.2" S.e" 6'-1" 5.35' 3.00" STORM PANEL Zk �'1/4.20 ALL POINTS SOLID-SEF 42 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" 2. SEPARATION DISTANCE PER THIS 1,' "I j m4'-0" 4.23" 1.46" W WuWITH 7/8°MINEMBED(3000 47 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"10.9" "13.0"13.0" SCHEDULE IS REQUIRED FOR USE PSI MIN CONI) 53 13.0"13.0"13.0"13.0"33.0"13.0"13.0"13.0"13.0"13.0"13.0" 9.6" 13.0"13.0" 40 q'-g" 4.23" 1.92" (AJ1TH POSITIVELOAD ONLY. my65 13.0"13."13.0"13.0"13.0"13.0" 9.8" 7.7" 13,0"13.0"13,0" 7.9" 13.0" 9.8'• 5'•9" 5.35" 3.00" 3. SEP7jON`FRpp G o W m H 120 13.0" 8.0" 6.2" 13.0" 9.9 5.4 15�34,1" 5.9" 6.6" 4.3" 4.3" 3.3" 4.7" 5.3" 4'-0" 4.23" 1.52" �R�EQUIRONLYW�HENP_INED .a CI 1/4.20 POWERS CALK-IN WITH 42 13.0"13.D"13.0"13.0"13.0"13.0" 13.0"13.D"13.0"13.0"33.0"13.0"13.0 45 q'-g' 4.23" 2.03" W1TTHE NIGHTIELOCiTY7/8'MIN EMBED(3000 PSI MIN 47 13.0"13.0"13.0"13.0"13.0"13.0" 13.0"13.D"13.0" 6.9" 13.0" " HURRICANE ZONE,ASTM WIND ZONE S-7" 5.35" 3.00" EAjTTATCIlIi7E .CONC) 53 13.0"13.0"13 0"13.0 13.0"13.0" 13.0 13.0 13.0" 6.1" 4.7 10.4"10.4" gwffmm� S."13.0"13.013."13. 13.0"13.0" 10. 10.6"33.0" 5.0" 3.9" B.S' 4.9" 44.23 1.58120 13.0" S.0" 3.9" 8.6" S.O" 3.4" 3,0" 3.3'• N/A WA N/A N/A NIA 50 4'-9" 4.23" 2.14" 5'-6" 5.35" 3.00" 2'MIN EDGE DISTANCE 410" 4.23" 1.69" j.m. G ANCHOR pans p o 4 pans P o - Spans Up o 7'-&' 60 4'-9" 4.23" 2.37" ° _ G LOAD CONN TYPE CONN TYPE CONN TYPE 5'-3" 5.35" 3.00" 0 s rn (psU Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS 4'•0•' 4.I3" 1.81" o Dry w 1/4•ELLO ULTRACON WITH 42 13.0"113.0"113.0"13.0"13.0"13.0"13.0"13.0"13.0"113,0"10.7"10.7"10.7"13.2"11.2" i 70 4'-9" 4,23" 2.60" $tyv, Ka m o , 1-1/4'EMBED 07 13.0"13.0"13.0"13.0"13.0"11.9"11.9"11.9"12.5"12.5" 9.5" 3.6" 9.5" 30.0"10.0" c 5'-0" 535• 3.00° a rj a 53 13.0"13.0"13.0"13.0"13.0"10.8'10.6"10.6"11.1"11.1" 8.5" 3.2" N/A 8.9" 8.9" O a sg E 65 12.9"12.9"12.9"13.0"13.0" B.6" 3.2 WA 9.0" 9.0" 6.9" N/A N/A 7.2" 3.3 120 3'-8" 4.23' 1.97• - Om O i LL V 120 7.0" N/A N/A 7.3" 3.3'• N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA 1/4"ELOO PANELMATE WITH 42 13.D"33.0"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" �< O� Z r 1-1/4' MIN EMBED 47 33.0"33.0"13.0"13.D"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 7.2" 13.0"13.0"13.0" ANCHOR NOTES. �w a ,� d 53 13.0"13.0"13.0"13.0"13.0"13.0 13.0"13.0"13.0"13.0"13.0" 6.3" 4.9" 13.0"13.0" �m a Jy 1. FOR ALL CONCRETE ANCHORS,UTILIZE EITHER 1/4'ITW ATT TAPCONS OR o 3 65 13.0"13.0"13.0"13.0"13.0"13.0" 6.5" 5.0" 13.0"13.0"13.0" 5.2" 4.0" 12.4" 6.1" g * 2. "ELCOLCO ANELMTATE"ANC ORS MAY BENS AS SPECIFIED IMA EE FEMALE,OR PANEANCHOR LL14ATE O g� 120 13.0" 5,3" 4.1" 12.6" 6.2" 3.6" 3.5" N/A 3.7" 4.1" N/A N/A N A N/A 3.3" ut q m 1/4-20 ALL POINTS SOLID-SET 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" KK 3 PLUS,AS ILLUSTRATED HEREIN. HEAD STYLE MAY BE STD 13/32.OR O WITH 7/8'MIN EMBED 47 13.0"13.0 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 7.3" 13.0"13.0"13.0" ,Q 53 13.0 13.0"13.0 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 6.4" 5.0" 12.0"12.0" WASHERED 5/8'MIX HEAD. O 3. ENSURE MINIMUM 2'EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE& u. x * 65 13.0"13.0'•13.0"13.0"13.0"13.0" 6.6" 5.1" 12.3"12.3"13.0" 5.2'• 4.1" 9.8' 5.4" TO HOLLOW BLOCK. ENSURE 3/4"EDGE DISTANCE FOR ALL ANCHORS TO 120 13.0" 5.3" 4.2" 10.0" 5.5" 3.6" 3.8 N/A 3.3" 3.7" N/A N/A N/A N/A N/A WOOD. 4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 3/4'MIN EDGE DISTANCE MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM, n BRICK,AND OTHER WALL FINISHES. Spans p o 4'-0" Spans D To 6--U.' - Spans Up To 7- iy p�a ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE 5. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED H o l ? epp sG (PSI) Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS MANUFACTURE'S CONCRETE ONLY.INSTALL ALL CONCRETE ANCHORS PER IN OR1/4°TAPCON(ELCO OR ITW) 42 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0 31.6 11.6 13.0 13.0 13.0 9.3 9.3° 6. WHERE EXISTING RST UNCTURE IS WOOD FRAMING,EXISTING CONDITIONS " 1IN OR 014 WOOD SCREW W/ 47 13.0"13.0"13.0"13,0"13.0"33.0"13.0"13.0"10.4"10.4"13.0" 7.7 13.0" 8.3" 8.3" MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD 3ArI- 99I¢ 1-1/2'EMBED 53 1 "13.0"13.0"13.0"13.0"13.0"13.0"13.0" 9.2" 9.2" 13.0" 6.8" 5.3" 7.4" 7.4" FRAMING MEMBERS,NOT INTO PLYWOOD. 65 13.0"13.0"13.0"11.3"11.3"13.0" 6.9" 5.4" 7.5' 7.5' 13.0" 5.5" 4.3" 6.0" 4.1" 7, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR 3n- S 120 13.0" 5.6" 4.4" 6.1" 4.2" 3.8" 3.8" 2.9" 2.6" 2.8" 3.1" 3.0" 2.3 2.1 2.2" SHALL BE LOCATED IN CENTER OF NOMINAL 2x4(MIN)WOOD STUD(i.e. I SS22 d 1/4'ELCO PANELMATE 42 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"33.0"13.0"13.0"13.0"13,0" 3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). �� _ (FEMALE,MALE,OR PLUS)W/ 47 13.0"13.0"13.0"13.0"33.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" WOOD STUD SHALL BE"SOUTHERN PINE"G=0.55 OR GREATER DENSITY. oaa 1.7/8'M N EMBED 53 13.0"13.0"11E 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"11.6"13.0"13.0" 8. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN,BUT N * 65 13.0"13.0"13.0"13.0"13.0"13.0"13.0" 9.4" 13.0 9.4 ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ¢ y d 120 .23.0".12.3".9.6" 13.0" 9.&' 8.3" 8.2" 6.4'• 5.9" 6.4" 6.7" 6.5' S.1" 4.7" 5.1'• ALLOWABLE SPANS AND PRESSURES INDICATED 1N SPAN SCHEDULE .Oa. 7/16'WOOD BUSHING W/71r 42 113.0"113.0"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" SHALL APPLY. 00P0=fl FRMXLD9wwP.E MIN EMBED&1/4-20 S.S. 47 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 5.9" 13.0"13.0"13.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF 5 MACHINE SCREW THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS 14-1509 O 1�THREAD 53 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 5.2" 4.1" 13.0"13.0" 3 PENETR 65 13.0"13.0"13.0'• LL 13.0"13.0" 5.3" 4.1" 13.0"13.0"11.4" 4.2" 3.3 11.4 5.3" HEAD,OR WAFER HEAD("SIDEWALK BOLT`)U.N.O. Sam, - 120 11.6" 4.3" 3.4" 11.6" 5.4" 2.9" 2.9" 2.2" 3.2" 3.6" 2.3" 2.3" N/A 2.5" 2.9" 10. * DESIGNATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED PAGE DESCRIPTION: 114•LAG SCREW WITH 2-3/32' 42 13.0"13.0"13.0"13.0"13.0"13,0"13.0' 13.0"12.1"12.1"13.0"13.0"13.0" 9.7" 9.7" DIRECTLY TO THE HOST STRUCTURE ONLY WITH THESE ANCHORS, MIN THREAD PENETR q7 13.0 13.0 13.0"13.0"13.0"13.0"13.0"13.0"10.8"10.8"13.0" 9.9" 13.0" 8.6" 8.6 LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE. 53 13.0 13.0"13.0"13.0"13.0"13.0"13.0"13.0" 9.fi" 9.6" 33.0" 8.8" 6.9" 7.7" 7.7" 11."N/A"DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE �. 65 13.0"113.0"13.0"11.7"11.7"13.0" 9.0" 7.0" 7.8" 7.8" 33.0" 7.2" 5.6" 6.3" 4.5" FOR USE. • 120 13.0" 7.3' 5.7" 6.4" 4.6" S.D" 4.9" 3.8" 2.9" 3.1" 4.0" 3.9" 3.0" 2.3" 2.5" 12M2015 Florida Building Code Online ?fes ll !A Florida Gepaamentq BCIS Home Log In j User Registration i Hot Topics I Submit Surcharge i Stats&Facts i Publications ( FBC staff BCIs site Map Links I search Busines *USER: Product Approval Professi real Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Datail _«�� , '�I /k AFL-17006=R=1 Application Type Revision Code Version W203-4- Application Status Approved Comments Archived Product Manufacturer National Approved Shutter Association LLC Address/Phone/Email 8717 NW 117 Street Suite 1 Miami Garden, FL 33018 (786) 621-6706 paloucks@gmail.com Authorized Signature Peter Loucks paloucks@gmail.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm-Panels� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �! Evaluation Report-Hardcopy Received i 4 , Florida Engineer or Architect Name who developed Walter A.Tillit k d the Evaluation Report Florida License PE-44167 - Quality Assurance Entity National Accreditation. nd ManageiintTrast fnteb a s Quality Assurance Contract Expiration Date_ �12/34/2017 Validated By lig` ]esTis Gonzalez, P.E. � � r Validation Checklist-Hardcop �FPeceived Certificate of Independence FL17006 RI COI National Approved Sut ar A §ociation C.1 DRWG 15- �,08.pdf 3d Referenced Standard and Year(of Standard) Standard , TAS 201 s 1 X34 TAS 202 ,4 C•f� Ps': TAS 203 199 "r Equivalence of Product Standards Certified By �' 3 Sections from the Code https:ltwww.ficridabuilding.org/pr/pr_pppo.aspx?param=wGEVXQwtDgv2aBQpHpQQe3hFcyZcLcWOV71hBaJXLp/o2fQpbSxJFOgAA/o3dp/pad 12 r 12/12015 Florida Building Code Online Product Aooroval Method Method 1 Cotion D Date Submitted 04/27/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17006.1 24 Gage Galvanized Steel Storm 24 Gage Galvanized Steel Storm Panel (2"Deep) Panel (2"Deep) Limits of Use Installation Instructions , Approved for use In HVHZ:Yes 1=1-17006 RI-II National Aoproyadthutke�Association-DROG Approved for use outside HVHZ:Yes 15-108.6df ,, Impact Resistant:Yes Verified By: Walter A.Tillit 44167 Design Pressure: +60/-70 Created by Independent Third Party: Yes Other: Max. Span is 11'-10"for+30,-30 p.s.f ASD design Evaluation Reports load and 8'-0"for+60, -70 p.s.f. A.S.D. design load.See B-17006 R1 AE National Approved Shutter sheet 4 for additional spans and loads. association P.E,R DRWG 15-108.odf Created by Independent Third Party:Yes SacH. irirxt Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1024 i ne Slate of Fiorida is an Aly EEG employer.Copyright 2007-2013 Sinie of Florida,::Privacy statement::Atcessibiiity Siaiemenl:t Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to section 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for off Idal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S.,please dick here Product Approval Accepter ® ECne4. Im sec uritvm i_rr+ic.+ https:/&vww.floridabui[ding.org/pr/pr_.ppp O.aspx?param=wGEVXQwtDgv2aBQpHpQQe3hFcyZcLcWOV11hBa1XLg/o2fQpbSxJFOd9jAp/o3d%3d 212 1 m m� 1 r o vB 12 as Jimca W 4i W �4 � � z � �o �� ��.�1 raq� o y h � INi•iini..,,. 6111, 5 ��t' � �O� _�C5 x0 �� 3 is 1W 2 � � � �� ,\` • '••• .,V 4 \\ AW U> dwf ♦ t d.:f o ° q x 02 W ~ 3 t x , Lr o qq fk'3 L31 3 � 0 ZI ^ N K •F vi d b 2750- 27!' fav(+a7u SM) r- 2so- y SIXp•ar��z+7B• rzm7•(o7rcmF wmrx) o .rte• �L IBB 7.713' 1 I - fA0' ®as�R.oa[� ^ .726• .125' R.210- ti 0.1 ,� "1 � 125• 8200• S g `� .090' •�• .{ 8725' 0.447!' N .075' •, h N -I 2.1wavem GILYA�PJG) 0.90- ©C!LjNFZED ShCEC A GAGE QiL PAHEL r 2A7 �� �22so--� �t R F" amr A 65J 02/BE so(13-61.8=!cS7_WQ �1 c © h' HEADER Q3 3'Max. 'U' BUILD-OUT 605J-78 ALLOY 6063-T6 ALLOY 673- 225' 125- 6-- � JIr-£SN I /(/SE4.E'/oE-ra2a0:,) 3/4•R eq 0 LO1N2O. OG.00 0 elz 1-15, „• .l_I I� 0.72 \- S6a5-Nea .765--II II- 12000--f 0.,75• 4-2.1. 50 $O 3'ANGLE BU/LD-OUT BRACKET © - aK �g STUD-AHG.£ DETAIL ! SOBS-7B ALLOY -6W3-7sAL(OT' Q 'U' HEADER 6063-r6 ALLOY —7B /r 5172'WLVG MIP §� wx am .06.7• B 17 O.C. •d Jd 1 a� } .62J. b COMPONENTS scALs:J/e•a ,- �§ 6rE 440 -� •750' •a 10 KEYHOLE AT PANEL 1.7 WASHERED twiN 1111161/N//�T jpp�1 7Alsec vast PiArm�' 1111QQ..�u....'R $E FLORIDA BUILDING CODE (High &Non Hlgh Veloclly Hurricane Zone) 07OIs mnw.rA: 24 G4GE GALVANIZED STEEL STORM PANEL ml- Q (200'DEEP) ef. 15 IL ECO�p�. NAITONAL APPROVED SHUTTER ASSWARON aDAm • / �,` 8717 NW 117 Snarr nuir firma R EN6INEERINO COMPANY Ho"OVB)E M FL..7018 ��l�.r l`2 111 ass x44.160.]f.m 5fK Ivaaal�O�G n afro PIINVE:(786)621-6704 FAC(786)671-6706 15-108 �_ A' 1 R.s+r(Atl)/71-1570.re:Om5}vr-15]/ -�•••........••• � 11 D1-0006719 t[rm rr�ro. rr< ax m mmr MAWNG Na .L Wmim A lxw Jr.P.L m ram oNr/n I.r DATE ARM LA./44,67 - 9ffR 1 OF 6 CONCRETE ANCHORS(SEE SCHEDULE ON RoD,5&•B) CON0RETE CONCRETE(SEE Al1Od7T �PSOLD S/OEWKK 6pLT. SCHEDULE / POURED ED. SCTffDClE ON SCHEDULE FOR SPApAC ON SHEET 5&6) CONCRETE OR SHE£T 3&6) Starr 5&6 CONCRETE L'OCK h 3 k WAJ.RECO —EO. I I EO. 7 � s� � r rXREtE 0.4 POUREDCONDIRETE CONCRETE� I I CPOURED CONCRETE T BLOCK 1 j ° W4U. 'w WAIL REDUBW W I 2 WALL REW/07ED - W I 1 I I I 4 C-L I Cavil SCHEDULE) I N DN SHFET 4ON Starr 4 IallFOR AOMM FOR AMQWAf FDR _y DUSTING GLASS I O FIARG N TO I MOMS CLASS I ATEBLOCK WNL I COBLOCK I POURED CONCRETE OR WALL I � B ,I 2 I 1 ErouRED I y I Cont 012¢.C. 11 ' w 11 1 CONCRETE OR W CONCRETE O121b.C. I l BIR 4�1 I 1 _ I L=-- ll !/4'0-20 x S/4• E000�ML�PANE7METE OR YNE I 12 .0 I t 5.5.U.S.0 12'O.a PLUS 9 py Auer STIL'DIAE FOR CONCRE SPAf1NG 0�/Sf2ET 5&B ANCHORS (S¢J I POURED CNC.frTE' (SEF SOIEOULE ON yNS g 5 I . SHEET 3 6 B) Conn CONCRETE ANCHORS ANCHORS nt /4.0-20x J/4• (SEE SfJtEWLE ON S5.MS O 12'O.a Warr 5&6) _WALL MOUNTING INSTALLATION DIRECT MOUNTING INSTALLATION BUILD OUT INSTALLATIOIJi = fZ00�'=MOUNTING SECTION 1 SECTION 2 SECTION 3 INSTALLAZION srAlE:J/B T Q SCALE J/B' 1' SCALE:J/B'm 7• SCALE--3�8•ma•' TILLIT�'.: �� 't ••. �I= FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) 02015 IXTEco Na 24 GAGE GALVANIZED STEEL STORM PANEL M.L. 67 (2.00'DEEP) LRA"Sr NOTE FOR C0WM770N OF SEL'77ONS: SIDE WALK BOLTS ARE J 4%rJ/J277BCK E O." EDGE OXTANC'E * 04/22/15 WAD WCN/NE SCREW tT�/Ir�rG1Tl (SFE SCEEDUIE ON r/� HATJUNAL APPROYED SHWM?ASSOCIAMN 04TE W'ALI.,-0 R/CfRING MOUNRNG SECRONS OW BE AS PER NOTES A2&8.2 CSHEtT T) SHEET 5.B OF e) y•. L ; ' ii�r O INe. 8717 NW I17 57REET COMBINED IN ANY WAY TO SUIT ANY fNSTALIA770N. T a,�rFy`.y CL/,� TTLLM TESTING,Q ENGIN£EAWO COMPANY M4fFM'MOONS.2=IS ,p'• Ne aa» —au max.c4mva n 11166 NE7NE hea)e71-6706,FAL'-(lee)621-6708 15-108 9 ' LOR\� e\ •, �••EAn'J91-,vo.la/:rTasm7hLA, L%-O"719DRA"m Na y 1� yvnm npT ac r. maw WALTER A.DUD&P.E ato v4-mT w ELO,m U.1 44167 _ _ _ SHEET J Of 8 I ii....../FE _ VARIES J"I Poum CONCa-I& MOIL I MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.M.) CON71E7S BLOCK WALL OR WVW FPAUE 6 AND CORRESPONDING MAXIMUM PANEL LENGTH wL" C POURED VNCREtE OR I ' POOR D ON L CONED \\\ I (r)Lv.l/AYfILLAI ALLOWABLE PANEL lDW7H EMP A aVEN P[1570YE ASA DfSrGN 1A10. 1X11 PANEL p L-:MAX ALLM OlE PANEL LENGTH FOR A aY7N NESIRYE A.W.DESIGN LOID. 11 (2)PAOCEWA-TO DEMMOW MUWW PMEL LOWN EMP WALL YWN/VA,S oR/L0a1/GFYR.S 44 [OWN n P0WW ASLL DESIGN L010.ECTiRWIC M4WW PARI LDWTE 2+•FRCl/ lip 114-XI J/47APMW L GM71 A AEGATNE ASA.0MIGN LaW DEMAME 94i7"PAI EL LENGW 2-'AWM \ o rz'as \U^ L`' E/NIL M4MW ALLOWARE PANG LENGTH S EMAIL t0 TIC d OE7EXYflW PM'E7. LENGTH eE7trml'WAND 2-: 2 oR O ® (J)YN00EL PANEL LENGTH 70 BE 48- 2'x d'2'r 4'-125' .125'J105-1114 OR 60W- Cant AA4—ANISEi o O O� Z�Mmr \ � . P eocr 4 ,4•x.072' SCHEDULE 9 1 2{'O.a 5105-7H4 OR 6067-76 ALLOY W/.LAaaW Ln1t.Aprm.ANGLE VALID FOR POURED CONCRETE, CONCRETE BLOCK AND CASE A (PIaP1� WOOD SUBSTRATE INSTALLAn=IF CASE B (Plan) SCALE. 1/4'- 1' MAXIMUM PANEL LENGTH Sr-4M 1/4'e t" W CAR7d1C O7.II&TE HDOC• ASA OESCN WOO AVSWlATLYd END CLOSURES DETAILS UMM PA'a J0.0 it-10 11-10 JS.o 10-11 11-4 MIN. MIN. SEPARATION TO GLASS SCHEDULE POORER CONCRETE t.50X40.0 to-J t ? CONCRETE CONCRETE 40.0 WALL o- �� � OR Woo0 P R OR � NON MW VEL0al1' +Sa n-B lo-o HtfRldGWE ZONE PANEL LENGIN Ida/VELOCITY - 50.0 o-2 9-6 ,2.500'Win. j HUf00riVfE ZONE .ZONE ZONE 1 72'O.C.4TAPCONS I 2 z U ON { 53.0 8-9 8-9 �n C3 I N 5t-6'OR lA5 I J/4' r' 17/e' 60.0 8-0 8-a C t°c 75'-6•tIP ra s' 2518- * r- 2114- 6s - o B-4 1.000' 7L wrE LEC LOGITION � i's'-o To 71=ro' 2713- y yt r' a /eTao - B-a 2'Y 2'..=-TO 2'a 5'a.055• -t *OSE J 1/4'FOR BUILD Off YOU RAGS Aper.ANGLE OR .oho'ma5-H754 SHEET **u5E J 15/16'EOR avw OUT AWNMJW METAL Al—.81111'PLATE CASE D (Plan) sCALe t/4'= 1' _CASE C (Plan) SCALE 1/4'= t' .10,1 15,,,,,..T�..,,._ p FLORIDA BUILDING CODE (High d Non Hlgh Veloci Hurricane Zone) 1[ •�EN$F ? 02015 110TH INC. 24 GAGE GALVANIZED STEEL STORM PANEL ALL ? (200'DEEP) LAPASN Br �/ IL ECO INC. 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INSTALLATION DETAILS ON EXISTIN&—WOOD BUILDINGS '�t•jiA 71 TE� (SEE SHEET 8 OF 8 FOR WOOD NO Velocity• FLORIDA BUILDING CODE (High &Mon High VelocW Hu Huone Zone) O20fS MIT=#JC 24 GAGE GALVANIZED STEEL STORM PANEL Mt No,.V (2.00'DEEP) DRUN ll� "/ZZ/FS X4WML 8717 NW 117 STREET 11LIECO, APPROVED SHUM AWOMUOM DAM- — TESnN0&ENGINCERENO COMPANY Homm&WDG,FL 5-m1ll f"W 15-108 -67W,M(M)d2 PT",F(7W)62f ED-0006719 "TER A.TXLff4.P-C -1 FLOM U.1 44167 -1 7 or "4 0 OR /BLVMX -4',8'(ffin.)EQ57lNC P'CaD BEAM REQUIRED.STR00RlRV. UM7 C0N 0 4'0.C. EO co ADEQU40Y OF EX/STbYC WOOD W/1 1/ZVW V#ZC4OED BFAM TO RE C£RRnED BY PEF'E7RARON ID EX67PIC PROFESSUNAL ENUMEER OR WOOD NFAOER. ARCJ=Cr PRAOR TO SF(vnv? PWAUAIXN. O u� I 1 1 j L I C—L 1 I 0 j (STP 1 4 I 1 f FA MD1T i I 1 SEPARA78W AN SS j 1 EY6IYIC CLA55 j 1 1 I I ALTERHA7IV£ 9 NOTE FOR COUSV447011 OF SECnONS: E:A WOE&STANCE W44410ORICUM MDUM7Tg SE=M CAN Bf N IuMSCNEDUlE 80N NtmNED CQANr r w wr ANY AEL/umm MILS' 1.ASUUAnOW ARE OA2Y WW FOR M4Y ASa DEWY PRESSWE ROM A MA%PANG.LBYG 6 AS PER SCNED5IE ON S77FET 4 a�e LUUT 7NA7 FOR ALIERN47NE 7 Mac PANG EOCW OF i'-0'NA A Mac ASA DEwm Lbw Wk 50.0 Pw SNQL 8E usm 2 RAR NEW NOVO RLLE COAWRLCTVM NOW MRSOU TO 6E SMMO FPE Mi 2.W/WEWC C DAS1Y OF OSS of EQU4L FLORIDA BUILDING CODE High h Non High veloci Hurricane Zone 02015 7XIEQ0.INC 24 GAGE GALVANIZED STEEL STORM PANEL Mr (2.DD'DEEP) MAW BM \ B412211 ° C NATIONAL APPwvm sHUTTER Ass mT1DH a1E '� ECO.Nc• 8717 NW 117 STREET �( ? 77UEr M=NO 4 ENGINEERWO COMPANY 10eM G4RDVA FL 33018 4f\ szv NrE.rets,suT,.sr.m Asnam+cows n anm PH WE:(786)621-VM FAX(786)62/-6708 15-108 •' �5' � <y \ Pea.r(wARr-ram.r r TsuRnl-rsrr WALM?A 7eUT A:PC" A F aWA 1Aa 141167 MIAMI•DADE MIAMI-DADE COUNTY mm PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE-OF ACCEE.'TANCE-(NOAj- wmv.mimnidade.eoy/economy ust Shufter It,Inc. 1341 SW S.Macedo Blvd. Port St.Lucie,Florida 34983 SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade,County RER-Product Control Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Supernova"Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No.15-146,titled"Supernova Extruded Aluminum Accordion Shutter sheets 1 through 13 of 13,prepared by Engco,Inc.,dated April 07,2015,signed and sealed by Pedro De Figueiredo,P.E.,on July 30,2015 bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the r ,• / �, following statement:"Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. a This NOA revises NOA#14-0708.05 and consists of this page 1,evidence submitted pages E-1&E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. NOA No.15-0513.03 MIAMI•DADECOUNTY � tw Expiration Date:08/14/2019 x�-�---lAppYovaTAate:O8f27/2015 0 8/Z y/ZoI Ste:__-�•_•_._�....�Page 1 -�J Just Shutter It.Inc. ` NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0708.05 A. DRAWINGS 1. Drawing No. 14-131,titled"Supernova Extruded Aluminum Accordion Shutter sheets 1 through 11 of 11,and sht. 3.1,4.1,9.1,prepared by Engco,Inc.,dated June 26,2014,signed and sealed by Pedro De Figueiredo,P.E., on June 26,2014. B. TESTS 1. See Association's generic approval under 14-0155. C. CALCULATIONS 1. See Association's generic approval under 14-0155. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 14-0155. F. STATEMENTS 1. Release letter issued by the National Approved Shutter Association,dated August 01,2014 certifying this product to meet the criteria ofproduct tested and approved,and allowing Just Shutter It,Inc. to use the test results approved under Miami Dade CountyApproval No. 14-01S5,signed by Mr.Peter Loucks. 2. Acknowledgment letter by Just Shutter It,Inc.,dated August 01,2014,signed by Mr.Samuel Zaaa. 3. Letter by Engco Inc.,dated June 26,2014,signed and sealed by Mr.Pedro De Figuriredo,P.E.,certifying that the drawing(No. 14-131)prepared for Just Shutter It,Ina is engineering wise identical to N.A.S.A.'s generic drawing(No. 14-019.1). 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter sheets 1 through 13 of 13,prepared by Engco,Inc.,dated April 07,2015,signed and sealed by Pedro De Figueiredo,P.E., on July 30,2015. my A.Maicar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0513.03 Expiiateon llate:08/14tL01 Approval-Wo-fe:08/29/2015 E-1 Just Shutter It.Inc. " NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 15-0629. C. CALCULATIONS 1. See Association's generic approval under 15-0629. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 15-0629. F. STATEMENTS 1. Letter by Engco Inc.,dated May 05,2015,signed and sealed by Mr.Pedro De Figuriredo,P.E., certifying that the drawing(No. 15-146)prepared for Just Shutter It,Inc. is engineering wise identical to N.A.S.A.'s generic drawing(No. 15-113)and complies with FBC,2014 Edition. HiKy A.Makar,P.E.,M.S. Product Control Unit Supervisor NQA 14o`f5!513.03 Expiration.Dater08/14/2019 Approval Date:08/27/2015 E-2 MANUFACTURER: JUSTSHUTTER ITINc E: R. VN-0 ® 13-41 5W 5.MA.CfD0 BLVD EXTRUDED ALUMINUM ACCORDION SHUTTER 110PIT ST.LUCIE FLORIDA 3 LARGE MISSILE IMPACT RE515TANT TaLt(772)3498 201-9919 . F. (772)973-0585 WWW.JUST5HUTTERTT.COM GENERAL NOTES: FLORIDA WILDING CODE 2014-HVt1Z I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED.CONSTRUCTED AND PRODUCT: ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS SUPERNOVA AND WIND BORNE DEBR15 WGI!AND SMALL MI55ILQ WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALLIM44UM PRESSURES AND LIMITATIONS STATED IN TH15 APPROVAL. ACCORDION 5hUrrEK LARGE*SMALL 2-CODE:TH15 PRODUCT HAS,BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE. POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY V15115LE LOCATION STATING THE FOLLOWING: ENGINEERING: ENGCO INC. cn.,,, 'JUST SHUTTER IT INC-PORT ST.LUCIE i FLORIDA 5595 ORANGE DR-201 5UPEPJ40VA EXTRUDED ALUMINUM ACCORDION SHUTTER TABLE Of CONTENTS: DAVIE, PL. 3331.4 MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED' br5dkimoN Tel.:(954)585-0304 SHEET ENGCO@AOI.COM 4-LOA05:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BY PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE or CONTENTS,GENERAL NOTES,USER INSTRUCTIONS "URE MUST NOT EXCEED THE ALLOWABLE PRESSURES For,EACH SHUTTER TO 13E PRESSURE SU f5 DE Fz "k. USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE I. I A AND GIA55 SEPARATION TABLE 2 5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF 60G3-TG OR AS NOTED. No.5 609 3 TYPICAL SECTIONS A.B 1,132.B3.154 WITH ANCHORAGE TABLES ,5 SHALL BE AS SPECIFIED IN THE CURRENT SET Or G-FASTENERS:ASSEMBLY 5CREW5 AND ANCHOR 4 DRAWINGS,INSTALLATION AND LOADS AS PER THIS APPROVAL. 4 TYPICAL SECTIONS B*C WITH ANCHORAGE TABLES ,0_� s 7-USE.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS,D.V.t GH WITH ANCHORAGE TA5U55 % TO VERIFY THE FOLLOWING: -4 7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 To BE ATTACHED INSURING PROPER G TYPICAL SECTIONS F.G#I WITH ANCHORAGE TABLES 0.0 00 ANCHORAGE. JUL3 0 2015 7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED To,WINE)LOADS,LOCAL CODE 7 JAMB AND CORNER 5ECTION5 7 REQUIREMENTS.DESIGNED PRE55URM ETC. Nm cr Seal 7.3.THAT THIS APPROVAL 15 ADEQUATE To The SPECIFIC PROJECT. a LOCK MALE*FEMALE SECTIONS*V Pedro Da NoeveJo-FE 52609 8-.38 10%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN Or THE ANCHORS 9 LOCK UNIMATE SECTIONS W' FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE MIAMI DADE APPROVAL: FOR WIND LOAD HAVE BEEN USED. 10 STANDARD LOCK SECTIONS*N* PRODUCrREVISED as complying wilt No florid,, I I BILL Or MATERIALS,ANCHOR SCHEDULE t MADE ASSEMBLY. Boding caft AmWww No513.03 12 COMPONENTS /9 USER INSTRUCTIONS: I-DETERMINE.PROJECT DE51GN WIND LOAD PRESSURES AS PER ITEM 4 Of GENERAL NOTES. 13 SECTION'X°DETAILS Ivri 2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OF,TABLE IA. DATE:04/07/2015 3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE, SCALE.NA 4-DUERM114E MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION Or SECTION TYPE TO BE USED AS DESIGN BY.,PPMF PER 55 5HEET5 3,4.5 4 G.SECTIONS ARE INTERCHANGEABLE. 5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN SHEET DRAWING PRESSURE FROM GENERAL NOTES 4 1 OF 13 15-146 MANUFACTURER, JUST SHUTTER IT INC TABLE I TABLE I A INTERIOR,RUMOR bg 1341 SW 5.MACEDO BLVD MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE d 14 N I B BLADES B PORT 5T.LUCIE SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE FLORIDA 34983 10o L Tel.:(772)201-9919 BLADE 5PAN PRE55URE(P5F) BLADE 5PAN PRE55URE(PSF) `�° %A_[DMII4WM-BLADE5 Pax:(772)673-0588 INCHE5 P NEG INCHE5 PO)a' NE L L WWW.JUST5HUTTERIT.COM 6 7 0 I 160 60 160 160 Ttm%oki XffiRJOR p. 66 158 158 66 158 158 72 144 144 72 144 144 78 133 133 78 133 133 PROOUCr: 84 124 124 84 124 124 INTRtOR/EXTERIOR 90 116 116 90 116 116 I i i COMBINATION SLIPEERNOVA 96 RG2- 108 96 t 08 108 too, ALUMINUM/LEXAN 13WE5 EXTRUDED ALUMINUM 104 100 104 100 LOO BLaocaca+eEARxN1ceoR+Marc ACCORDION SHUTTER 108 93 108 93 93 ' COMBNATIONS AS REOLHRED LARGE 4 SMALL )14 83 1 14 83 83 1 H t B IMPACTED RATED 120 75 120 75 75 INTERIOR/EXTERIOR 126 68 126 68 68 132 —62 132 GI GI ENGINEERING: 57 138 53 53 ENGCC7 INC. CAaIt{ 044 '-— =48 - '-52 144 45 47 tNrEwo€t ExrERroR 150 41 48 150 38 1 425595 ORANGE DR.20 162 30 40 162 28 33 IB� IB-� IB� DAVIE, PL. 33314 ._... ... .. ._.. _._._._.. ._ _... '. .'_– ..__. .. __ _ .. ... - ALL"LPXAN BLAOES ._TcENGCO@AOi.C.6M NOTES:.._... . ._ ..... I-ACCORDION SHUFTER DUDE SFAH M=W)FOR ALL CONDMOILS 2-PRESSURC-OCN91 uLND Lona 052 I B 1 B� 3-UHMAR ILRUJ u%TIOII IS ACIMPGBLE FOR DMIGH VALID LOATIS Acro BLADE SPA71 WMWI .. ,', "`.ui.eoe..•..�" TANATED.VAWL5. - .'•INTERIOR/EXTERIOR S ,�, DE F/ •, 4-LWTA5IE IAED Vd MOHEORMORETYrf lowDEESUSED , (� ,,,,.n. . 5-BLADE REVERSINSTALlATl011 LS ALLWMD FORAM MOUttfED COIA71TI0:15 �q. EHtC,f ABLE NO. 2605 e MINIQUM SHUTTER 5EPARATION FROM GLAZING *I tIt rTSPJCA-E A,B,C,O,E,CN X TYPICA .00:5 SECT]ON ap STAT F � TOP TRACK GLAZING SEPARATION (INCHE5) %,�� �Op1Q�"'���•�� fit 1 BLADE TYPE BLADE SPAN •+''r` NAL � ®GO' I <=104• <=162' .axur JUL 3 0 2015 v .ALUMtNDt 2 3r4'� 3. 25° ma A .EfEVATI0N5 Engineer Seal I— ¢ ' urAMnw Pedro De 171titircdo-PE 52GO9 C3 a LEXAN 3' 3' 3° M N a <=3p'ELEVATION MIAMI DADE APPROVAL- L) aPRODUCT REVISED < 2 LEXAN 2 1/8• 3° 3° J oolnldying witi%Lhe FloLida r tsa >3O ELEVATION Badding rode AaxytxnoeNa S.o513.07 W NOTES: MH D1Le O IE' f- I-SLPAPAMOH FROM 0=110 AREAS SWAL aE MEASt=FROM 'SURFACEToMOST DIADE OR LOCK$MACE ~ 2-G7ASSBEPAFATION 13 ArrLIC.ABLE PER TILE HVMX(BROWARD ANP BMl#nID (duCl ConlrD V1 i I MIAMI-DADE COIJUlm. 3.W tOl SHUTTER 15 ASSEMBLED%MTM BORT TYPM OF BLADES THE LARUEST C4A5S SEPARATION SMALLAPPLY, DATE:04107/2015 A,B,91.B2,B3,04 BOTTOM TRACK SCALE:NA C,D E F G I,GH DESIGN BY:PPMP SHUTTER WIDTH (SW) NO LIMITATION 5HEET DRAWING B: 2 OF 13 15-146 MANUFACTURER: TYPICAL 5ECTION5 A.51,B2,B3,B4 AND ANCHOR 5CHEDULE } 1/IB JUST SHUTTER IT INC 1/4-14XL' GR5 SDS OR o z #10X3/4' TEKS "SECTION A 1/4-20X1/2' HHMS W/NUT ¢as AT 12' OC 1341 5W S.MACE00 BLVD BUILT-OUT ON ANGLE SPACED AT 12'OC w"' PORT 5T.LUCIV HEADER OR 51LL l 16 FLORIDA 34983 J_ OPrmNAL 2,2A 11 6 At>JUS19 TTION 04 ABtE TRACK Tel.:(772)201-99 Fax:(772)673-055 8 EMBED. _w. ON REVERSE ANGLE WWWJUSTSHUTTERIT.COM 1. SILL ONLY W r.m ) ti� jji y.,l N 6A ASC PERSSECTIONEB4 PRODUCE: e`ld ANCHORS DESIGNED = ]0 ; W ON TABLE BELOW SUPERNOVA gg AS PER SECTION A rn t W� = p a - „A EXTRUDED ALUMINUM a 1/1B ON TABLE BELOW 1/4-14X1''GR5 SDS OR ACCORDION SHUTTER = N LL 1/4-20X3/4' PHMS W/NUT T _ LARGE45RAE w w� SPACED AT 5'OC - IMPACTED RATED ` EMBED.—� SECTION 131 s ti 1/I B 'A'TRACK ON ENGINEERING: REVERSE ANGLE 51LLONLY -I ENGCO INC. a 1/1B 5595 ORANGE DR.201 1! ANCHORS DESIGNED H SECTION B3 DAVIe, PL. 33314 AS PER SECTION Bl #10X3/4' TEKS Tel.:(954)585-0304 - 4 - ---" -- 11-- u ON TABLE-BELOW - - . ¢ - AT'72' OC �5�T ON -. ENGCO@AOLCON1 ' cJo ANGLE SILL ONLY ,pr.u...y. -. D F/ rxm is ANCHORS DESIGNED d` E 1/4-14X1'.GR5 SDS OR ;; L I 6 `.4�r�;C,,,N,9,&\��� Li I AS PER SECTION B3 ..00 1/4-20X1/2' HHMS W/NUT ;: EMBED. F j_l, '�� ON TABLE BELOW , `alt • �' SPACED AT 12.Oc _ va 4 No. 2609 c a 6A I y ti. ]0 EMBED.—JI �O.t�``s[0B �p����,•�: "w \ Lo ANCHORS DESIGNED I••��.s �O�JA1, �,,,''`�. w J 1/1B is AS PER SECTION B2 1/4-14X1' GR5 SDS OR ��'�•.......•� _ ? 16 W ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT W OPTIWdAL T i W SPACED AT 5'Oc JUL 30 Z% f erym ia Engineer Seal MAX. BLADE SPAN IN INCHES X Pedro De Rgueredn-PE 52609 ti i-i q 11 EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55UFE(P5f7 SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADE APPROVAL: SECTION B2 ANCHORAGE SPACING 162 132 108 84 60 PRODUCT RBVISLD 1/4-14X1' GR5 SDS OR aseomplyingwilhthe Fl dda 1/4-20X1/2' HHMS W/NUT i 'A TRACK ON s E E1 E EI E E1 E El E E1 ngCodo STD ANGLE 14 40 31 62 38 93 46 124 60 160 84 Bmld' SPACED AT 12'OC Acanunm No) S/3.o3 SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 F.xpi lion vale A,Bt,B2 8 40 40 62 62 93 81 124 105 160 146 �/9 B3,B4 6 40 40 62 62 93 93 124 124 160 160 �Y ' MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 160 160 Mlam Dad uc Cnntro SEE ANCHOR SCHEDULE ON SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PPE55URE (P5F) BASED ON SPACING IN I N C H E 5 ON CENTER DATE:04/07/2015 ANCHORAGE SPACING 162 132 1 08 84 1 60 5CALE:NA A Al B JBI IC ID A Al IB IBI IC ID I A Al IB IBI IC ID A Al B B1 IC ID A 1A1 B IBI IC D DESIGN BY:PPMF 14 40 -- 40 40 40 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 29 ]24 77 11181// 160 40 160 108 160 107 SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125 A,B1,B2 8 40 26 4O 40 -40-140 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 060 160 160 B3,B4 6 40 35 40 4D 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 SHEET DRAWING M: 4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 l24 124 124 160 142 160 160 160 160 3 Of 13 IS-146 MANUFACTURER: ANCHORS DESIGNED TYPICAL SECTIONS D,E*GH ANCHORS DESIGNED JUST SHUTTER IT INC AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION GH ON TABLE BELOW ON TABLE BELOW 1341 5W S.MACEDO BLVD .. PORT ST.LUCIE (ED) EDGE ww (ED) EDGE FLORIDA 34983 DISTANCE w DISTANCE Tel.:(772)201-9919 Fax:(772)673-0588 ED. E0. 6A NNvW.JU5T5HUTTERIT.COM N/LEG TRIMMED m 2,2A of fin F 810X3/4' TEKS v/LEG PRODUCT: AT 12' cc �TR IMMED SECTION D W c� INSEiMDUNTW!I 2A (ED) EDGE 2 `aUPERNOVA w HNUM EADEROR SILL DISTANCE EXTRUDED CORDONN SH(UTTER t- 'ET LARGE 4 SMALL a SECTION E I-- IMPACTED RATED �01/1B ANGLE INMOUM [roo 1/4-14X 3/4' TEKS ' o c..r:a.er•:,• SPACED AT 12'11C W ENGINEERING: a t ¢a SECTION GH ENGCO INC. CA 0116 f 0 w�' [ADJUSTADLE MOUM 5595 ORANGE DR.201 ANCHORS DESIGNED HEADER/SILL DAVIE, FL. 33314 M AS PER SECTION E 1 T el.:11111115-114 ...._ _........ ..... __....._ . . .._ .... .__. ... ON TABLE BELOH .. + ... _. __. ... .._. .._.... _ ENGCO@AOLCOM N _ 3,3A 1/4-14X1' GRS SDS OR 1/4-20X1/2' HHMS H/NUT. ' O e E _ SPACED AT 12113C .� ` EAf Qt� L ° �— I 11 No.' 2609 k�= w ad 1/1B = ST, OFA t -� NAL I MAX. BLADE SPAN IN INCHES O �O'� SEE ANCHOR SCHEDULE ON AUL 8 SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON SPACING IN INCHES ON GENTER. Engmec,Seal ANCHORAGE SPACING 162 11 32 108 84 1 60 162 132 FI08 841 601 Pedro De Rgeerredo-PE 52609 A B ID A 1B IC iD A B C D A B C D A B C D s E E E E E 16 22 27 - 27 33 -- 20 34 0 20 24 43 52 25 31 60 72 36 43 16 28 34 41 53 74 MIAMI DADE APPROVAL: 12 30 36 -- 21 37 44 22 26 45 54 26 32 58 61 34 4l 81 97 48 57 12 37 45 55 71 99 SECTION D 8 40 4 26 32 55 62 32 3 67 BO 40 48 86 103 51 61 121 145 71 86 8 40 62 83 106 149 PRODUCI'RLVISFD 6 40 40 35 40 62 62 43 52 90 93 53 64 115 124 68 82 160 160 95 115 6 40 62 93 124 160 as complying%gthlhaFlorida 4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 nAcupwuo No 11 22 2 26 27 32 20 -- 5 41 26 24 49 56 36 34 11 22 27 33 43160 6xphs on Dale o �(i 9 22 26 - -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 27 33 41 52 73 SECTION E 8 25 30 - 31 36 22 21 38 44 27 26 49 57 35 33 6 80 49 47 B 30 37 46 9 82 ny 6 34 39 24 23 41 48 30 28 50 59 36 35 65 76 47 44 91 106 65 62 6 40 50 61 78 109 MiomiD duct Control 4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 98 93 4 40 52 64 82 115 12 -- -- -- -- -- 22 -- -- 23 27 -- -- 29 34 22 120 1 41 148 30 28 12 -- 22 27 35 49 DATE:04/07/2015 9 20 24 - 25 29 - 30 1 36 Ill23 21 39 46 29 127 1 55 164_41 37 9 24 30 37 4766 SCALE:NA SECTION GH 8 23 27 - 28 33 21 19 1 34 1 40 125 123 1 44 151 33 30 61 72 46 42 B 27 34 41 53+74 DESIGN BY:PPMF 6 30 36 23 21 37 44 28 25 46 53 34 31 59 69 43 40 B2 IJb 61 '56 6 37 4 55 71 99 4 40 40 34 31 56 62 42 38 68 80 51 47 88 103 65 60 123 144 91 84 4 38 47 57 74 103 SHEET DRAWING N: 5 OF 13 15-146 MANUFACTURER: TYPICAL 5ECTION5 G,F AND I JUST SHUTTER IT INC AND ANCHOR 5CHEDULE _ _ = 1341 SW S.MACEDO BLVD Q 1/iB } PORT 5T.LUCIE z ? wr FLORIDA 34983 a 1/10 a¢ SECTION I Tel.:(772)201-9919 to w a a RECE55ED MOUNT F A ? �Iw SILL ONLY Fax:(772)673-0588 y NMW.JUSTSHLITTERIT.GOM #10X3/4' TEKS w w AT 12' oc Mao PRODUCT: SECTION G ^" ANCHORS TYPE L� ADJU5TABLE MOUNT A, B, C OR D SUPERNOVA x I EDGE CLEARANCE(EC) SPACED AT 48'OC SILL ONLY INTO CONCRETE-4°(3000 P51 CONCRETE) EXTRUDED ALUMINUM APPLICABLE FOR ALL LOAD nl I INTO WOOD-2 I/2°(WOOD SG:0.55) (EC) EDGE_ CONDITIONS FROM TABLE I ACCORDION SHUTTER .INTO METAL:2'(corsTCAtlaxr((As1r.+A5>ri) �¢; CLEARANCE LARGE R SMALL IMPACTED RATED 4 (ED) EDGE --- DISTANCE STANDARD LOCATION 2 - \ ALTERNATE LOCATION ANCHORS SPACED ANCHORS SPACED ENGINEERING: AS PER SECTION G w AS PER SECTION G1 ENGCO INC. CA 91 rG ON TABLE BELOW (ED) ON TABLE BELOW5595 CX DR 201 ECCE - 1/1B DAVIE,P PL3331 4 DISTANCE w el.: 954 585-0304 v . . i.... ._ 5ECTION F _.Y ._ .._.. ._.. -. .. - _.... T ENGCOQAOL.COM .... - -... _._..ALTERNATE (ED) ....- --' ._.. a tpy�-•._JA-fRACKINSET-MOUNT EDGE DISTANCE w SILL ONLY ttt.0,0f.M.",��, W � ANCHORS DESIGNED 'C�r v�Q''V` 84p AS PER SECTION F azi "' j ON TABLE BELOW I 'Noy 2609 l o i. I*.` c 4 a.0STA OF .�O h F, f tp G L .00 /NttdLd (ED) EDGE JUL 3 0 ?.0% DISTANCE w MAX. BLADE SPAN IN INCHES Engmcer Seal SEE ANCHOR SCHEDULE ON Pedro De Pi jvmcdo-PE 52609 SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSF) BASED ON 5 P A C I N G IN INCHE5 ON CENTER ANCHORAGE SPACING 162 132 U8 84 60 162 132 108 84 60 MIAMI DADE APPROVAL: A B C D A IR IC I D I VLA III IC ID A B C D A B C D S E E E E E 16 - -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27 26 16 -- 21 26 33 46 MODUCI'REVISDD 12 22 23 27 -- -- 28 W3220 36 43 25 25 51 60 35 35 12 23 28 34 44 62 as complying with the Florida dinecode SECTIONG 8 28 33 20 20 35 41 24 24 42 29 54 64 38 38 16 90 53 53 8 34 42 51 66 92 AcccIplanc-N6 38 40 26 26 46 54 32 32 56 39 73 86 51 50 102 120 7170688 123AcapumceNolS 0513TL/9el(�4 40 40 39 39 62 62 48 48 85 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130 �y _ `i-1, 8 34 1 21 35 42 25 4!'�51 23 31 55 66 29 40 76 93 41 55 16 35 43 53 68 95 1.{(A Dad A Control SECTIONS x`12' 38 40 20 27 46 56 25 34 X57 69 30 41 73 -68--39 53 102 123 54 74 12 40 58 70 90 127 G7 ORF 8� 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 81 111 B 40 62 93 124 160 6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 // 106 160 160 108 148 6 40 62 93 124 160 DATE.:04/07/2015 4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 SCALE:NA DE51GN OY:PPMF 5HEET DRAWING B: 6 OF 13 15-146 MANUFACTURER. JUST SHUTTER IT we JAMB AND CORNER 5E--i10N!%B OPTIONAL 1341 5W 5.MACECIO 13LVO SEALANT PORT ST.LUCIE MIN, (3) ANCHORS FLORIDA 34083 ANCHORAGE TO WALL TYPE A, B, C OR D Tel.;(772)201-9919 aCr , r IS NOT NECESSARY JAMB CLO5 4 FRONS ENDS 1-91CTION J I I=(772)r.7"588 WALL:MOUNT MOUt�� AND ONE AT MIDDLE JAMB CLOSURE WWW.JUST5HUTTER(T.COM tN5ET MOUNT L Y ()(2) 010X1 SDS IA 9'9 —j TOP AND BOTTOM PRODUCT: 9,9A ",--TRACKS T /—IA 5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE t SMALL -F— IMPACTED RATED L =9 ENGINEERING: �TQP BOTTOM TRACKS ENGCO INC. 5595 ORANGE DR.201 DAVIE' FL. 33314 Tel.:(954)585-0304 FNGCO@AOL.00M 1B E F1,N., 44 41- EN A, I ANCHOI —TY—PEO -----,, P B, C OR D SPACED-AT-24'[]C,j I NO,552609 A ui (ED) EDGE DISTANCE STA -rT- JAMBCLa�u IRE -13UILT-OUT MOUNT ...Aso.6 21 OR I I JUL 80 2015 (110X3/4' SS SMS OR Engineer al /—IA 3/16' POP RIVETS Pedro Dc fiev.'Zic,-Pe 52609 SPACED AT 24'UC 5ECTION J3 CORNER CLOSURE MIAMI DADE APPROVAL: FRODUCTIABVISED w waiplyin with the Florida Building -o6713 Ampim,N. tl.ED .03 tan Date OIL? 7 OR 7 PUS. BUTTON LOCK cu act Contra DATE:04107120 t 5 SCALE:NA 7 OR 7A DE51GN BY:PFMF (19> 4 BU IB (L019CLEPI)SCHN ACCORDION INTERIOR OR EXTERIOR SIDE 51rieff DRAWING#; 7 or 13 15-146 I ' MANUFACTURER: TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT IND HD LOCK 5ECTION5 L 1341 5W 5.MACEDO BLVD PORT 5T.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Pax:(772)G73-0588 WW W.JU5T5MUTTERIT.COM NOTE:SHUTTER CAN BE LOCKED FROM F IN51DE OR OUTSIDE BY PLACING LOCK Z N y, 5ECTION L N5 DE OR OUT5IDE A5 REQUIRED, 21 d� LOCK BLADE SECTION "1 W �'w W CLOSE P051TION PRODUCT: IM� a.w SUPERNOVA H W EXTRUDED ALUMINUM ACCORDION SHUTTER L , LARGE R SMALL IMPACTED RATED ENGINEERING: �a ENGCO INC. CA 9I IC 1 5595 ORANGE DR.201 1B 1B DAVIE. FL. 33314 Tel,(954)585-0304 .. _ .. HA .._ .. .._ .._ ENGCOGAOLCOM ... 8 - 658 rnr••n•••„� DE 0 EIV COMMERCIAL MORTISE LOCK W/ EXTERIOR KEY OR THUMB TURN 4` NO 52609 AND INSIDE .THUMB TURN ANCHORS TYPE INSTALLED ON SHAPE 8 A, B, C ORD EHIIEKNf I SPACED AT 24'OC '� STA OF rty ALTERNATE SECTION L I :�0�;F LOCK BLADE Wim LA O SECTION L STARTER BLADE SECTION LOCK BLADE SECTION _ NAL s���� OPEN POSITION ,�.IIIL307.015 2� z L Calmar Seal Pedro De F,gomredo-PE 52609 MIAMI DADS APPROVAL.• VIA1111W PRODUCTRHVISHD a n complying with the Vorida Boding Codo AmplaaeX.1"D ionBA GA8 Mud Da S 1J1B DATE:04107/2015 COMMERCIAL MORTISE LOCK W/ SCALE:NA EXTERIOR KEY OR THUMB TURN DE51GM BY:PFMF AND INSIDE THUMB TURN / COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8 IHJ EXTERIOR KEY OR THUMB TURN 1B SHEET DRAWING N: AND INSIDE THUMB TURN 8 OF I5-146 INSTALLED ON SHAPE 8 MANUFACTURER: T,YPICAr 1 OKIZONTAL' JUST SHUTTER IT INC UNIMAT.E-L-OG-K-5EOT-10 f5 M LOCKING PINS APPLICABLE ONLY AT OPEN POSITION 1341 5W 5.MACEDO13LVD TO SECURE STACK PORT 5T.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)G73-0588 -av 7A WWW.JU5r5HUTTEW.COM N NOTE:SHUTTER CAN BE LOCKED FROM INSIDE OR OUT5IDE BY PLACING LOCKu SECTION-IV-7 PRODUCT: IN51DE OR OUTSIDE AS REQUIRED. a F LOCK BLADE SECTION a F-w �CL05E-PO51Tf0_N 7A v=i4 EXTRUDED ALUMINUM 0 w w ACCORDION SHUTTER y w LARGE 4 SMALL IMPACTED RATED ENGINEERING: 7 OR 7A 7 OR 7A ENGGD INC. GA 91 tG r 7 OR 7A DAVIE. FF5595 L. 33314GE CIF. 1 I Tel.:(954)585.0304 ._. .._ 136 - ENGCO@AOL.COM 1/4-2OX3/4'THUMB SCREWLOCATED DN ACCORDIONINTERIOR UR EXTERIOR SIDE 1/4X1 1/2 PULL PIN `""DRILL AND TAP.OPPOSITE INSIDE OR OUTSIDE �� .,I)E F./BLADE TO RECEIVE SCREWP�w��,� GEN F4 / C19) PUSH BUTTOM LOCK - 144 Q'f LOCATED ON ACCORDION, + 0 INTERIOR OR EXTERIOR SIDE ff NO. 52809 1 * ! SECTION-M, L y STA OP fJ ty A TERNATE SECTION M I .o .. STARTER BLADE SECTION TACK BLADE WITH .. LOGE SECTION - �'� oPEN P051T;0N` s ANCBC OR ORP AD JUL $0 2015 7 OR 7A SPACED AT 24'OC Engineer Seal Pedro De P pvmdo-PE 52609 7 OR 7A IA EHBEDHCNT� MIAMI DADS APPROVAL. N PRODUCT REVISED r cmWly)ng with the Plorida AcmptenBwTdInB Cude Fiwivoee al L5�513.03 vxo 7 OR 7A ^o Fspl nnDmao a 1 Hy IB PUSH BUTTOM LOCK Dade d tCnn ro LOCATED ON ACCORDION 7 OR 7A INTERIOR OR EXTERIOR SIDE DATE:04/07/2015 SCALE:NA DESIGN BY:PPMF 1 1 1H 1� IB SHEET DRAWING H: 9 OF 13 15-146 MANUFACTURER: TYPICAL hORIZONTAL 5ECTION5 JUST SHUTTER IT INC STD LOCK SECTIONS N 1341 5W 5.MACEDO BLVD PORT 5T.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)G73-0588 NOTE:SHUTTER CAN BE LOCKED FROM WW W.JU5T5NUTTERIT.COM INSIDE OR OUT5IDE BY PLACING LOCK SECTION N INSIDE OR OUTSIDE AS REQUIRED. Z N LOCK BtADe SECTION y o W CLOSE P051710N PRODUCT: SUPERNOVA EXTRUDED ALUMINUM y y ACCORDION SHUTTER LARGE t SMALL IMPACTED RATED ENGINEERING: - ENGCO INC. CAsl,6 t 1 5595 ORANGE OR.201 IB 1H DAVIE, PL. 33314 22A Tel.:(954)585-0304 .... -. .. ... ... ._. ENGCO@AOL.COM 722B 6 ',''1''��ptnu•••n••• 4 No. 2609 t 0 ANCHORS TYPE A, B, C OR SPACED AT 24'DC ALTERNATE SECTION N I •: k�OR SECTION N LOCK BLADE:WITtI ••'�ss�ONAL LOCK BLADE SECTION STARTER BLADE SECTION J A '••p, "'.1% OPEN POSITION DI�GFNi� •n•i JUL s o zots 3� 2. 15 Engineer Scal g Pedro De Figuaredo-PE 52609 W d MIAMI DADS APPROVAL: FRODUCP Ri visHD 00 e acomp i ae thMe Flo.iaa N Ampt- No 5.05 3. a03 �+ ioeDaLe �/9 e H 22A 22 Ism D ec Conita 1 1B 22H 22A-/ \\ DATE:04107/2015 `22 SCALE:NA DESIGN BY:PPMF L L IB IH 511EET DRAWING N: 10 OF 13 15-14C MANUFACTURER; 13 LT�fICAL DLAQE-A55�E MY 13ILL OF MATERJAL5 JUST SHUTTER IT INC 12 13A ITEM DESCRIPTION MATERIAL MANUFACTURER 1341 SW 5.MACEDO BLVD 5 -0-fiAILG ALUMINUMPORT ST.LUCIE IA BLADE 6063-T6 ALUMINUMN.A.5.A. FLORIDA 34983 .19 1 B COMPOSITE BLADE GOG346 LDM N.A.5.A. Tel.:(772)201-9919 M DESCRIPTION taTlww B I A STARTER.1' B ITE COM 2 N RAE 3 'E'U W.I. 'A I./11ALL MO, 2 o. !IA.!T.,Al 4 L 2 1 0 1,,- C FLOATING STALK BLADE 6093-76 ALUMINUM N.A.5.A- Fax:(772)673-05W 2 CEILING 7 K G063-T6ALUMINUM WWW.JUST5HUTTERtT.COM 16 14 Ij 3 1'/1/2'WALL MOUWTTRACK G063-T6 ALUMINUM KA.5.& I B 3A 2-WALL MOUNT TRACK - - GOG3ZTG -N.A.S.A.— 4 *A!TRAM 6063-T6 ALUMINUM N.A.5.A. 5 RECESSED TRACK N.A. A. JOQ�G3-m!!& . INum PRODUCT: G ADJUSTABLE FEMALE TRACK G%3.T6 ALUMINUM N.A.S.A. E_ ADJUSTABLE MALE TRACK 6063-T6 ALUMINUM N.A.S.A. HEADER 7 UNIMATE LOCK BLADE W/O LP 6OG3-T6 ALUMINUM N.A.S.k SUPERNOVA 0.14 7A L",MATE OcK BLADE W LF 601.3-79 ALUMINUM N.A.S.A. WRUDtD ALUMINUM E LOCK BLADE GOG346 ALUMINUM N.A.5.A. ACCORDION SHUTTER 13-#I OX3-MH dA HD MALE I=BLADE. LARGE 4 SMALL COGS Tr ALUMINUM N.A.S.A. 6B HD ADAPTOR FILLER 6063-T6 ALUMINUM N S.A. IMPACTED RATED BLADE SCREW -9--- I'JAMB CF03TF—f 6063-T6 ALUMINUM N.A.S.A. 41 O STAJNLE55 STEEL --9A 2"JAMB CLOSURE G0G5-T6 ALUMINUM N.A.5.A. 10 114-2X ANGLE GOG3-TG ALUMINUM N.A.5.A. I I . 118-2X ANGLE 6063-T6 ALUMINUM N.A.5.A. ENGINEERING: PLATED STEED NYLON F51LLI -19 12 MfR Is I BLADE 5CRfW 41 O STAINLESS STEEL N.A.5.A. ENGCO INC. o -T3—A SCREW 410�TAINLE55STEtL N.A.S.A. 5595 ORANGE DR-201 14 0.44'DIAM.HAT WASHER STAINLESS STEEL N.A.5.A, DAVIE, IL. 33314 -5.46'0 x 0.93-BU5HING NYLON N.A.S.A. Tel.:(954)565-0304 14 16 0.49 0 x O.G5'WMEEL BUSHING NYLON N.A.5.p, ENGCO@AOL.COM 1 4 19 PUSH-MMOM LOqE- WHEEL S? 16 20 1/2,(318 FACER NYLON N.A.5,A. ...off'.." 15 npuckt so 11, 21 111(74=2 I 5X3 ANGLE5 GOG3-T5 ALUMINUM N.A.5.A. f E -5 IX4 Q 14 z TO F COGS-% I-3A NAS.A. 13 LOCK 'K. I SA-#I OX21HH 22A- I BID MALE6063-T6 I 'ALUMINUM N.A.5.A- ZZ13 60 C E N BLADE SCREW 0-1132.ALUMINUM WA.5A 41 o STAINLESS STEEL It- No.52609 0.500 0.4 0 STATE OF x '0-._4160 0.390 0,44 Q;3 C3 cs C3 2 0.310 T- JUL 3 0 2015 14.0.03"X0.44'0 d 6 d STAINLESS STEEL Engineer Seal �im III FIAT WASHER ANCHOR SCHEDULE Pmm Oc Fi-jurmcdo-PE 52GO9 lr-.4G'OX.G5* 15-40OX93- 0.50 NYLON WHEEL BUSHING NYLON BUSHiNG TYPE Dc5CR1PTION--.- MIAMI DADE APPROVAL: 20m Ile 0x0.3G- -1/4*'ITW TAPCON INTO 3000 P51 CONCRETE 5 EMB 141 j 1 6- SIN". NYLON WHEM 174 FRODUCrRMSED INTO-27OQ-P5LCONCRETE----1--..75 -2:5— W COmPlYing with ft Florida SPACER ULLKJV-�ON - 11 W TAP INTOCON BLOCK -1'25. 19twidins"a 1/4'11CO ULTPAC014 INTO CONCRETE BLOCK I cptm= 1.25 2.5 B 114-20X I ALL POINTS SOLID-5ET INTO 3.0 K51 CONCRETE 0 4, gzi�llp 0.875 3.0 -20X I ALL POINTS SOLID-5ET INTO CONCRETE C�L()Cr BI N .8 5 3 C 114' D LAG SCREW INTO G .5 1 0 C 12 WHEEL CARP FWD Comm 0 CARRIER 1 50 1 STAMPED 55 WITH 1/4'-14 SELF DRILLING INTO I!8°STEEL OR ALUMINUM 0.75 SCREWS I..E 1 I/W CRETE-FLEX 55N MM CONCRETE 1 5 3.0 NYLON WHEELS 4 INTO 3.0 L El 1 1/4°CRETE-FLEX 554 INTO—CONCRETE BLOCK(2000 P51) 1.25 1 3.0 DATE:04/07/2015 ROM% to;tDGE VISTAfla 6ML at UMN9 WALL DRMItir SCALE:NA w rMOICIACCOMMI"15"ALLIX DCVI)WALLDRE55ING DESIGN BY:Ppmr IM'TAFCON,IMCKUC-FLEX V4 WOW--cfX*5CAS!acUSto ItJWLACC OF 1/4-1,45 SCBE r5 O SHEET DRAWING III: I I OF J3 15-146 SHUTTER COMPONENTS MANUFACTURER 4.51, 3.92- JUST SHUTTER IT INC 4.54 O8 3.23 0.46 OB ;4. 0.61 2.85134 I SW 5.MACEDO BLVD I.2a 1.99 PORT 5T.LUCIE 4K�4. g 0 97 p 0 0 // FLORIDA 34983 t°°0 0 o IL 11 I� 2��1i o TeL.:(772)201-9919 d Fax:(772)673-0588 O O`O 1.23 3.21 a t.48 0 o WWW.JUBT5liUTrEPJT.COM p• nJ- I B•COMPOSITE 2.04 I-O.D5°ACCORDION BIADE__1N 1 o ALUMINUM/LDM BLADE 7A-UNIMATE W1 LP C3 LBM POLYCARBONATE APPROVED oT 1.45 T AS PER NOA 13.0717.017-•UNIMATEWO_ 1 LOCKING BLADES 0.41 W .•, XLI02LOCKING BLADESPRODUCT: I A•-5TMdfR BLADE j •- 2.31 =LT SUPERNOVA 4.61 E�� �I.83� 1.77 0.51 51n w m 0.06 m cPn EXT h RUDED ALUMINUM �4 08 h $� ' 1.56 -� o o ACCORDION SHUTTER -'� - I LARGE 6 SMALL 0� O -}--� IMPACTED RATED I-Lo o.e6 ": T �T' T 88-ADAPTOR FILLER by o ==�_-=_;� Nw m o m o USE WITH 8AND 8A @O I C-O.OS'FLOATING STALK BLADE D.07-10'61 L N ^I N^i�_1 99 061 ENGINEERING: 2-INSET TRACK W/NT OPTIONAL d 3.00 ENGCO INC. tA011G HEADER/SILL MOUNT 1 -0.64- 5595 ORANGE DR.201 0.08 8A-MALE HD 0.08 0.60 DAVIE, FL. 33314 0.13 2.1-IN5ELOCKING BLADE T TRACK W/O RG Tel.:(954)585-0304 ////��������----ALTFIL4ATE[ALK HEADER/SILL MOUNT 8-FEMME HD � -� � � ENGCOQAOLCOM _,�.../(}' END RECEPNR LOCKING BLADE �I a'_I1U1I(p 3A 1TRACKU 3A I 0 �y3 3.1 � -3.83-n _ N SILL MOUNT ONL�Y,CK ,',� �4�nnrE F1��...... ..y. +O o -- '�' I� L 2 60 L BI ,,��� ,."�DE F1 0.10 d N I ^ 0.060.77 , No.n 26092.83 0.86 .. 1.6s-11 2*`� 2.41 - j LL -1 0.79 STA0 0.07 0.61 L d a.to--1� .�'O�`'•F(0 R 1��'°��i`,�� .. oT[ONAL d ^ d 9B-nD JAMB CL05URP .�Ss, ,•,•4�G��d 3A-2'BUILD-OUT TRACK I ,CONAL a 0.86 °' HEADER/SILL MOUNT a I. 0 1.0 =____ � 3A 1-2'BO TRACK W/O 226-LOCK KEEPER INSERT 2.. JUL 8 0 2015 50 -10.61 RAIN GUARD(RG) 22-FEMALE STD 22A-MALE STD 9-I°JAMB.CLOSURE 0.07 RG LOCKING BLADE LOCKING BLADE T u0i Engmeer Seal 3-1°//k BUILT-OUT TRACK OPTIONAL 1 o Pedro De Piguaredo-PE 52609 HEADER/SILL MOUNT 3.70 0.125 0.25 MIAMI DADS APPROVAL: 3J--I"-//'J'TSO TRACK W(O J.7 43 2.07 9A-2'JAMB CLOSURE p7LO1ri1CT RC?VISED MAIN GUARD(RG) 0.09 'I I` a epnplyi�wi0r Me FlumLs 1.91 0.06 BolldiLa Cade �� Ates ione at o )3.03 Exp) ion Date o � n � �Q 2x0.86 T. os� Ey 21-I/I G'THICK ANGLE50.6l a' I O O O 6063-T5 AWMINUM ALLOY 2 0 1 N N O510E CLOSURE USE ONLY0 -70.83 a vi 7 �_ 09DATE:04/07/2015 d o 23 0.07 3.36 N 5CALE:NA TI GA-ADJUSTABLE:MALE DESIGN L3Y:PPMP 29 6-ADJUSTABLE FEMALE HEADER/SILL MOUNT l---2.O-- 3.37 HEADER/SILL MOUNT �F ^A•�RAC5HEL7 DRAWING N: 5H1 MOUNT ONLY I I 118'THICK ANGLES 10-I/4'THICK ANGLES 1' OR 1.5' 1 2 OF 13 1 5-14G 3-Tc.-ALUMINUM-ALLOY 6063-TG ALUMINUM ALLOY MANUFACTURER: SECTION X JUST SHUTTER IT INC TRACK 2 OR 2A INSET MOUNT SECURED TO AN ALUMINUM PLATE 1341 5W S.MACEDO BLVD BETWEEN WOOD TRU55E5 PORT ST.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)673-0588 WW W.JUST5HUT rERIT.COM 0.63 0.62 1 DO- --I II � N PRODUCT: (4 PER RAFTER) cu 1/4'X 2 1/4 FH TAPCONS -T d SUPERNOVA WITH 2' MINIMUM 1/4X5'6063 TG ALUMINUM PLATE PENETRATION INTO WOOD EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL • ��5.00� IMPACTED RATED cu _ 1/4'X5' OR I/B-X5' 6063-T6 ci ENGINEERING: 2,2A ALUMINUM PLATE SECURED TO ENGCO INC. CA 6116 _ RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE SEE TABLE BELOW FOR SHUTTER ni = mca SPAN & PRESSURE 1/4'X2'XS'6063-T6 ALUMINUM ANGLE 5595 ORANGE DR.201 DAVIE. FL. 33314 1i�j WI 1/4'-14X 2- SELF DRILLING SCREWS -.. .. -, .._. TeENG954)585-0304 8 -0 04 SEE SHEET 5"MOUNT TYPE D D JN ANCHOR TYPE D FOR ANCHOR SPACING 'rr�,,,,s•.,,,,,,�� 09 L •d,Q�I�O b� ENS" ? No. 2609 0 tn . t STA OF ,+tV 1/8X5'6063-T6 ALUMINUM PLATE '���s k[p R Opr'����p•�, ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DESIGNED PRE55URE5 s/ FOP.5ECIIONXWITH I/4'AU)MINUMPLATE FO?5ECRONXWITH I/&ALUMINUM PLATE ,,,,�NAL.to, � BLADE MAXIMUM DE51GNED BLADE MAXIMUM DE5IGNED �F'---5.00— JUL 3 0 2015 SPAN PRF55URE(P5F) 5FAN PFC55URE(P5F a I (IN) BLADE I BLADE I B (IN) BLADE I BLADE 113 CO3 Z� TI Engineer Seal 22�2 GO k 159 ±159 60 ±99 ±99 I Pedro De Figueredo-PE 52609 72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o0 84 ±1 13 ±113 84 ±71 ±71 I/BX2'X5'6063-TG ALUMINUM ANGLE ni MIAMI DADS APPROVAL, 90 ±106 ±IOG 90 ±66 ±66 108 ± 88 ± 88 108 ±55 ±55 MODUCTRBVLSM 126 ± 68 ± 68 126 •''47 ±47 ascomllyingwilhtheFlorida 132 ± 62 ± 61 132 ±45 ±45 BmLdIAg(bda Aeaptmco Nol - 513.0; 144 +48,-52 +45•47 144 ±41 ±4 I Da 162 +30,-40 +28,-33 162 ±30 +28,-30 By M1+1u 1)rdo duel Conuo NOTE T- UNFAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/07/2015 SCALE:NA DESIGN BY:PPMF 5HEEF DRAWING N: 13 OF 13 15-146