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L.UCIE COUNTY Comments Arch ived ❑ B®C C Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldlngshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com File Copy- Technical ®pJyrTechnical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com ' I Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By Troy Bishop,P.E. CEJ Validation Checklist-Hardcopy Received I Certificate of Independence FL17080 R2' COI FOLDING SHUTTER CORP TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 0 PDFi I Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code ' I http://www,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv2aBQpHpQQ... 2/12%2019 I � I i Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D I Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 SummarV of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG 17- Approved for use outside HVHZ:Yes 082.PDF Impact Resistant:Yes Verified By:Walter A.Tillit Jr.,P.E.PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP. TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17- 0725.01 DRWG.17 O.PDF Created by Independent Third Party:Yes Back Next i Contact Us::7601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 i The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::fWfund 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 dick hare. Product Approval Accepts: ® n__loc_ M Credd.Cafd SSf_l _ I i i I http://www.floridabuilding.org/pr/pr_app_dd.aspx?param=w GEVXQwtDgv2aBQpHpQQ... 2/12/2019. GENERAL NOTES: 1.TITAN 11 FOLDWG.IMPACT PROTECTIVE SYSTEM SHOWN.ON THIS PRODUCT EVALUATION DOCUMENT(P.EO.)HAS BEEN VERIFIED FOR (C)'TO EXISTING WOOD FRAME BUILDING: .G-0.46 MIN. COMPLIANCE-IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM _ fJ4.m TAPCON-W/ADVANCED THRFADFORM 7EGHNOLOGY,OR 1/4'O'CRETE^FLEX,AS MANUFACTURED BY TTWfBUILDEX, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES:(HYH2)AND OUT OF THEM{NHVHZ). INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR,# 14 NDS WOOD SCREWS OR 1/4'O NOS LAG SCREWS. DESIGN,WIND LOADS SHALL.BE DETERMINED AS PER.SECTIONS 1620(HVHZ)& 1609.(NHVHZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS"PRODUCT-TO BE INSTALLED FOR DIRECTIONALITY FACTOR NOTES, Kd=0.85, USING ASCE.7-10 ANDSHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE.RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE.DESNG WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE.FIRST CA)MINIMUM THREADED,PENETRATION OF 1/4'.0'TAPCON OR 1f4-0 CRETE-FLEX OR 114 NDS WOOD SCREWS OR REDUCED TO A.S.D. DESIGN WIND,LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE,W/MAX (AS.O.) 1/4'O,NDS LAG SCREWS INTO'THE WOOD FRAME UNIT SHALL,BE 1 1/2'FOR C1 THRU 04 AND,CB,_THRU C8 DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE;AND 2"FOR C5.OR AS INDICATED'ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO'THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION• IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.O.,AS TESTED;WERE NOT.OVERSTRESSED,A 33,R INCREASE IN _ ALLOWABLE STRESS FOR WIND LOADS-WAS NQI USED'IN THEIR ANALYSIS.A DURATION FACTOR CD . 1.60 WAS USED FOR VERIFICATION C,2}MINIMUM EDGE TO WOOD OF 1J4'0 TAPCON OR SH m CRETE-FLEX OR�14 NOS WOOD SCREWS OR 1J4'0 NOS OF FASTENERS IN WOOD. IAC.SCREWS INTO W000 SHALL BE AS SHOWN.ON SHEETS 10 THRU T2. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FORIMPACTAND FATIGUE RESISTANCE HAS BEEN VERIFIED.IN ACCORDANCE WITH C:3)IN CASE THAT PRECAST STONE.PRECAST'CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND OH THE EXISTING SECTIONS 1626& 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H•E.T.I.).HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201. MINIMUM'THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE. TAS-202 AND TAS-203,AND AS.PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616&1604 OF THE (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE;FY-33 KSI(MW.)MATERIAL. FLORIDA BUILDING CODE, 2-STAINLESS STEEL:SHEET METAL SCREWS USED AT SLATS O&®SHALL BE q 10 x 3•,.410-HT MINIMUM SERIES Wf 173.6 ksi.YIELD -1/4'0 RW BUILDEX TEK SCREWS,W/FULL THREAD PENETRATION., STRENGTH& 187.4 kol TENSILE STRENGTH..-SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING.AS MANUFACTURED.BY WHITFORD Co,.BOX 507:WEST'CHESTER PA 19381. 3:ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH 0.1)MINIMUM EDGE DISTANCE OV UW BUILDEX TEK SCREW 1". FOR 6063=T6 ALLOY AT SLATS SHALL BE Fy-25.9 kst. 4:ALL SCREWS TO BE STAINLESS STEEL 304 OR 316,SERIES W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR 7.ANCHORS SHAD.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILOEX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 24.11.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS;OF THE STRUCTURE WHERE PRODUCT'IS TO BE ATTACHED TO INSURE'PROPER ANCHORAGE.THIS SHUTTER$KAU.ONLY BE ATTACHED TO CONCRETE. BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE;DURING PERIODS OF HURRICANE 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL. LOCKS. (A). TO EXISTING POURED CONCRETE: ip;PRODUCT MANUFACTURER'S LABEL SW,I:L BE LOCATED ON A READILY VISIBLE LOCAITON AT PRODUCT W ACCORDANCE - 0 TAPCON Wf ADVANCED THRFADFORM TECHNOLOGY.AS MANUFACTURED TREO"BY T.T.W.BURDEN.INC.TO MIN.'fc-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING,CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO.COMPLY WITH SECTION 1709:9.2 OF THE FLORIDA BUILDING CODE 1/4'0 x 3/4'SCUD SET,AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS TO MIN. Fca3000 psi. 1/4 0 CRETE-FLEX.As MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f,c=335O psi. Il. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING.,PLUS ANY NOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE.PERMIT.IS APPLIED TO. At)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.ED.)PREPARED EY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE -- -- - MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A STEE.SPECIFIC PROJECT;Le:WHERE THE SITE CONDITIONS DEVIATE FROM THE PX.D. A2)3/4"SOLID SET ANCHORS SHALL.BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE. (B). CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE-SAFETY OF-THIS NO EMBEDMENT INTO 5=00 SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1f2- PRODUCT BASED ON THIS PRODUCT EVALUATION"DOCUFAEHT PR40MDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM'SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S:RESPONSIBILITY. A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE"PANELS,OR PAVERS.BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR.ANCHORS SHALL BE LONG ENOUGH TO.REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ORARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES'AT &A.2 ABOVE. BECOME THE ENGINEER OF RECORD.(EO.R.) FOR THE PROJECT,AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B} TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD,,,ACTING1 AS DELEGATED�ENGTNEER'TO THE REEL ENGINEER;SHALL SUBMIT TO THIS LATTER-THE SITiE;SPECIFIC DRAWINGS FOR REVIEW_ 1/4'0 TAPCON W/.ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX,INC,. (E} THGS P:E.D:SHALL BEAR THE DATE AND ORIGINAL SEAT AND SLON TUR6 QF THE'PROFESSIONAL ENGINEER THAT 1f+•0 x 3/4'SOLD:SIT AS DiSTRiBUTED BY ALL POINT SOLD SET ANCHORS. PREPARED IT. - 1/4'O'CREW-FLEX.AS.MANUFACTURED.BY ELCO CONSTRUCTION PRODUCTS. i 8 MINIMUM EMBEDMENT OF 1/4`0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT LS 1 1/4'. �,++i'ti'tti4 A'j�jlq"'=, PEN PERMITS IN THE STATEONLY DE FRTDAO TO OBTAIN MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. ,V FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) 8:2)3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8') INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL.BE PERMITTED, 1/4'0-20,S.S SCREWS USED.SHALL BE 1 1/2"LONG ; O 4418E 0201 tuifsn WC. TITAN LI FOLDING IMPACT PROTECTIVE SYSTEM MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR.WALLS WITH NO STUCCO. *. # .y B:3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND.ON THE EXISTING WALL, FOLDING SHUTTER CORP. atnon7 ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE �IL�O LNG. oATE SHALL BE AS INDICATED ON NOTES B.1 39 8.2 ABOVE. _ y Al 7T4 •\�1(X.1Fl; nwT zE6nxa#ENOINEERINa CaYPANY WEST PALM OFA[]L FL J3N3 17-082 �'1Gp 5357 xl.]Ae�s4 Sb.]W.MptNA /1:ANCA B4J- w..,aswlrl-islA Taos I-isi� PX:.1600- x171 -mAY UB'=71 Alcan 'rvslwY9+ytlrvtl.n.o0rn DRAY7Na No Ell� WALTER A TINT P.E wv.r Era un r+.r murna an '�P.E.SE�.C1SICiuluAEfnATE FLORIDA UC. Jr.}{x161 a,o,e-a,. rRAAn >• SHEET 1 QF 13 1000•,g7a• swr' JAW 1660' jy1 P.Sm' •� �? '� @ J.&V' a d ray. 4r,• 8 6az' a. a6e ss a ' �� °4T 8 �• � °' � Y' 0 .aer uw ,I, +a6P r:s0 zsao^ 6063-s acoY FLAT END �',� Ql SLAT WINDOW Q.L—Elul? Q 'na � PRIOR CENTERPIECE (TO BE USED FOR ALL tNSTAtLATIONS 606J-T6 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY MAY=LOVE PERFORATIONS.AS PER (TO-BE USED ONLY FOR INSTALlA770AS (J)� INTERIOR CENTERPIECE 6063-r6-ALLOY-- DEFAtL ON SHEET J) JO FEET OR,HIGHER ABOYr GRADE MEASURED AT BOTTOM OF OPENING J-T6 ALLOY SEE COMPONENTS 20,21 &,22 ON g`7 SHEET 3.) Yom^ lav .aPr' l.Yra• 2,m* ' r.Par xsu. sw• g xOrY P,�p•� 4 �..,20• •g4. r.sPr .Wr :rs0' � .6ro' ,Ya' - n .oPP• .oPa- $; 3 .ort• .om � r 8 .r60- � ,; asP � az- .aaz. � _tel ~.oaP' am I.m4' .66t• i A 2Yta• 2SA' . 1Yta' P.b73• �• Z.)1a' (Z2" MAX.. B.O. (M $AIPL HEADER � /kyr CEILING HED�R BOTTOH SILL;_ TRACK 8'OTTOM TRACK ADAPTER 60&V-T5 ALLOY SI T e 6063-T5 ALLOY 6053=76 ALLOY 6063-T6 ALLOY 6065-T6,ALLOY soo- zaPa• — t2 .oen' COMPONENT o b ti 't2 1> �2' 5.' MAX. 0.125" 0.725" .tM,• ® 2' 4'MAX. 0:25'' 0:25' L-0 Q i' 2'MAX. 0.062 0.062' !w!a' RAIN HOOD Q ALT_ BOTTOM TRACK ADAPTER 2 BOTTOM RAIN GUARD 3 8 .ALUMINUM ANGLES 6063-T5 ALLOY 6063-76 ALLOY 6063-.I6 ALLOY 6063-T6,ALLOY .,,COMPONENTS >� t4 �• tt '1, •„ /7� S,. FLORIDA BUILDING CODE(High &Non Nigh Velocity.Hucticana Zane) .062•-•� �. ®.2ot7 TILtECO wc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 'D"°x ey` .PTs" 7M MULS7RW PLACE FOLDING.SHUT ER CORP. Q7w c" C ; IL ECOmr PA00 1,TG/ 7'PT TESxQ'C ENGxEE RixG 4 �GROYPi Am,iT- q%.r,ao,ldrp,0al _.3'.1411 a3,m 13, nra,n, we 17-082 DRAW AT : " 606-76 ALLOY 6063-T6 ALLOY ED-MY"",P -win.-WATR A. ii,MIN. 28 7/2'LONG FLORIDA Ud /-44167 a SM 2 OF] 1000 (J)ROWS OF1/4'o HOLESFA SPACED J/e•APARrZ-IN BOTH CLIP EACH SIDE TABLE I.. SOURCES FOR &DIREC ONS. Y OF WINDOW(SEE TABLE 1) �a,,a rwy pco STANM4D ylB/C IAVWA7WESLAlS SLAYS. TYPICAL PROPERTIES REFERENCEKNUIXLE KNUCKLE U47ERNL./SCIENCE PLASTIC (TYP) O8. (TyP) 20 LwAmmOLON J1 LD IAN 1aY RESIN -- 0S PHYSI L: 'O$ VIEWING SPECIFIC GRAVITY ASTM D792 0.043 Ib/In' 0.043 lb/-' OOO WINDOW MF H•Y-C• O 40 pe)cIGT ibW)v TENSILE YIELD STRENGTH ASTM 0638 9.400 P•.J. 9.500 p•aJ: a' FLEXURAL STRENGTH AT YIELD ASTM 0790 12;500 p..J. 13,40°p..i.. N sl 3 FLEXURAL NODULUS .PSTN 0790 340,000 P.ai. 745,000 p•s1. 2Q 1 ( aP SNAP-IN END IMPACT., 1,000• �2 a CUP TOp1 OT70M NOTCHED IZOD ASTM 0256 18 FT-Ib/in 17 Fr-Ib/in (SEE TABLE 2) KINDOW 'FlRF R L4KIN•Cu.o•rrcolrncs• W 2 W V SMOKE DENSITY ASTM D2843 47.2 N 54S 9 MAX N H _ RATE OF 6U1911NG PSTN 0835 C-1 CLASS C-1 GLASS 1A' SELF IGNITON ASTM'D7929 1040'F 98o'T g WFeTHFRINO• ASIN C15•'J YYYlll to SLAT WINDOW �i1 .SLAT WINDOW 0.060'RRCK 2 POLYCARBONATf'V0VING TENSILE STRENGTH ATTER WEATHERING ASTM 63a 9302 pa.T. 8640 p•a.i. U 1,7 H WINDOW(SEE TABLE'1) .TENSILE STRESS'BEFORE WEATHERING, ASTM OH38 8461 p..I. 8880 P.a.L 2 2 7.000• (2)W7NOOJVS MAY B£IN ONESLAT SPACED MAX w A A(WWUbt OF 24.'APART. WNN 12'LAIN.FROM N N ENDS OF SLAT TOP 01 BOTTOM. m TABLE.2: SOURCES FOR -�SLAT NI/57 EVER £INSTALLED ALVACENT nAr pTlpY TO E7VIERPI£C£SV ORd, NOR AT CORNERS OF PRODUCT, AAUSTER TOOL COMPANY Lr av TIP"PROVFRIIES STANDARD BUCK NYLON'PART flo roT— ® SLAT WINDOW DETAIL RE7TRINCE /2osrstie (ELEV1noN) ,20 PHrsICAU SLAYS SLATS SPECIFIC GRAVITY ASTM 0792 0.042 ID/ul' N KNOCK KNUCKLE VIEWING MSA;_r�O (Typ)� WINDOW 9 TENSILE YIELD STRENGTH 15IM�o63a 11,500 v.ai. 0 X S (J)ROWS OF (NAr no $ 1, ama' o.ow FLEX RAL SIREN=AT YIELD. ASTM 0790 15,000 P.51 VV8 I Imo° 3A aow- FLEXURAL NODULUS ASTU 0790 450,000 p.eJ. S.Q IMPACP O - FA SPACED RT HOLES NOTCH I- -j".APART ITL� JJ�- Du• NOTCHED R00 ASTM 0256 0.8 Ff-IbJ1n To�T O7N do wr - - - - THERMAL PROPERTIES _ eme OIRfCTIONS. rnce osao' py3p- COEFFICIENT OF THERMAL EXPANSION ASTU D696 5.5 XF 10 In/in-'F- --- ----- 21 SNAP—IN END CLIP MELTIFLAUNG TEMPERATURE ASTM 03418 Soo'F -TO dE USED AS AN OPTION FOR ALL INSTALLATIONS @ aAT WRYDOW.ELEVATION UNDER LARGE MISSILE.M4Y INCLUDE PERFORARONS AS PER HIS DEQ L. TYPICAL A) SLAT WINDOW' DETAILS -Ua.. (2) WINDOWS N4Y BE IN ONE SLAT SPACED MIN.24•APART'(MAX.EVERY 10 SLATS). W/ 20 VIEWING WINDOW & (0) . 22' CLIPS TYPICAL ALTERNATE PERFORATED .(SMALL MISSILE 1 SLAT WINDOW ELEVATION 0%4 �. .• LARGE MI SS/LE IMPACT MPAGT) FLORIDA BUILDING CODE (High '& Non High Velocity Hurricanes Zona) ` • NO.441 fi7 • ®2017.JHTECD INC, ppgiN BY: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM LLL FOLDING SHUTTER CORP. DATE DATE =90•,a AOI �T:7�g-c-o nwT TErnna h EH°mEERtN°G°NPANr•\fir�tT .•..Vi.siW.sl.ON.]m.,.WRCaM pMOMT.n]ilea PLACE WEST PALM BENCIL'iL 334 13 . Hr� m.(•n@ Y ,.am- iI-:1.sL10.i..bd:(.a0000myTl-1All180D-es43-&TJ1 7-082 - _ __ _ _ _ ��_ �t`i"� • , . mlo_dpMubm DRAWING No EB-M00719 WALTER A7Jr.P.E. P.1:GS /DALE FLORIDA UTeILUT 44167 W/N/.l v SHEET JOY 13 1 2 3' 4 �� 5 .6 7 A t,1B I �' *✓' �' ®+ 13 4 IA A B 4 Y 1 2or�w/ �3 ,16 ,.17OR 19 4 qR.S (C' (2) Iv W 2 a Z� USE(2) AT SO' �.5 ! NOTES.ON &LOCKING TUBES'YJ AT &{�5 . O.C. FOR' PANS '� 20 »w UP TO 99' 'a 1. TWO (2)@ SHALL"ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED FOR SPANS UP TO 99".USE THREE(3) FOR LARGER o USE (3) AT 30'O.C. = o FOR'SPAN LARGER SPARS SPACED AT 3OR O.C.AT SCREWED TO TA ENT MAY BE y { » THAN 99`UP TO 144' INSTALLED INTERILOCATION or ERIAL SCREWED TO TAPPED TYPIENTECAL ELECES VATION 4QOR SU:LOCATION OF�SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2. (2) LOCKING TUBESSHAL ALWAYS BE USEp TOP& BOTTOM AT P1 N a L;�gDUCTS CENTERPIECE 4 OR�}5 AT ALL INSTALLATIONS. LOCKINq TUBES ' {�?SHALL BE.SECURED W LEVERS AS SHOWN ON.SHEET 9:= *� OR 1 a (2 1 t T SEE LIMITATIONS FOR ON SHEET 2 1 J1 11 11 _ / t t t t SEE ENO'CONNECTION,DETAILS ON SHEET'9 TYP. FULL HEIGHT,FOR , e f i 1+ 1.3 , 0+ 1 v , + 103 CONCRE7E'<CONCRETE BLOCK OR —� �.:1 WOOD INSTALLATIONS. 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDTH TYeICAL ELEVATION S. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET S. SEE SECTIONS 7. 7A& 78 ON SHEET 7. II+'�`�E A. Tki SEE SERONS 1W& 2W ON SHEET 10. 411 V �T rw SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. �1� ��CiE�fS ✓� FLORIDA BUILDINGCODE(High &Non High Velocity Hurricane Zone) SEE SECTIONS 7AW. .78W, 8W & 14W ON SHEET 12. NO,44167 `. 02017 nlTEca INC, TITAN Il FOLDING IMPACT PROTECTIVE SYSTEM ° 11* II6m,Nsm.ww1n(amum.eOned-E:.�n4wllCo.'c.ar0mOooi % l(.e�oa�f7nNm��a-.1.y , 7Y0P'e6i�9t.foM)ME0Y0�q0SI-.XleuEfEe37.-nWPsLATnCIn Ei DMaNIoNaooT FOLDING SHMER CORP.L . —08 2 m331.4_ / E9-0006719 WALTER A T11R 44 P.E. en.ti mc•.,o� eve m.. aawoo. olc ;-e-v dl�H0I1RflXVE/MTE FLORIDA Ill 44167 m n-oi• mann. . 'SHEET. 4 OF 13' POURED CONCRETE OR CONCRETE WALL BLOCK 'REWIRED.' VA CONNECTION C 0.060'THICK S.S4 OPTIONAL OPTIONAL RAIN HOOD POURED CONCRETE ExISRNG'NON STRUCTURAL WALL (S 13) ROLLER HOUSING (NON-STRUCTURAL)C I (NON-STRUCTURAL) REWIRED. 'TRIM(DECORATIVE HEM) 61- .) 6 1.000" 2.500• IN./ / LUN. i E.D. •i (2) ONnr t.�tzOLLERCPTI NAL S �"'��ll (f7 � RAIN MOOD (IYP.) (SEESHEET 1!) it % (NOH-STRUCTURAL) I/for 3•S.S.sA1:S.W0.373•LONG NYLON 61BUSHWC W/A0.150" 3/16•ALUM. 3/16'ALUM.POP RIVErs, POP RIVETS. is O 16.O.C.LDNC TOP SECTION 0.50 7 O.D.AND 0.245'i.a.AN .270• O 16"O.C.0127'LONC BOTTOMI/4'0 ITW BU6DEBTAPCON W/ADVANCED SECTION 0.720'O.D.ANI YIN:•SEPARA710N TMR ADFORM TECHNOLOGY 0145i.E. G FA. POURED CONCRETE TO GLASS OR 1/4.'0 ELCO (TYP.) SIDE(TTP.) f. OR CONCRETE BLOCK (SEE SCHEDULE. 1 or CONSIRUCipN PRODUCTS I 1/4'0 x,V TEK. 1 or WALL REQUIRED, ON SHEET 13 CRETE-FLEx W/1 3/4' I SCREW OR 1/40-20'a1" 3/I6•.ALUM. i 81. ) 1 vii z UK EMBEDMENT O 6'O.C. 5.5:MS WITH Nur @. Pop RIVETS, �. I WASHER o 4'O.C. ole"O.C. 1 Or __CONCRETE I MIN.sEPARADON OORLLCONCRETE N RETEOB1DCK 10 GLASS i or Y or (SEE SCHEDULE � �^�, � ON SHEET 13) �(ry t � 'l7 t T1 F hi j� I MIN,SEPARATION POURED CONCRETE Si I TD GLASS OR CONCRETE BLOCK y , (SEE SHEET 13) WALL REQUIRED. C2 j I I ON SHEET 93) ' or CONINECIM W v (SEE SHEET 13) Y i 1/4"�':z 1"TEK �(•y t \ s SCREW OR 1/40-2070' • y \ ` I S.S.MS WITH NUT B ( g �gpUpAry $ I WASH {"O.C. MIN I jy JJ// i S.S. 1/2bw+sn 1/4'O.ITW BD W LONG NYLON BUSH HINDS ADVANCED TNRFADEORN ��, CCHf♦ECCTgFI'C1 % (Typ.BOTTOM).AND 3/4' OR 1/4'o EttO 7S '(SEE SHEET 13) LONG(Typ,TOP),EXCEPT AT WALL FACE- MOUNTING INSTALLATION CONSTRUCTION pRpp1CT$ I 13 ROLLER HOUSING(TVP.). .SECTION 2 CRErE-F1EX W/1 3/4• I (2.'x4'MAX.) WN..EMBEDMENT O 6"O.C. I, WALL FACE MOUNTING INSTALLATION 50 X OF ANCHOR - - SECTION 1 .1/2. 7 SPACING ANCHOR ----- SPAC6IG GROUTED BLOCK REQUIRED 1.000'� 2.500 MIN. (NUN.Fc'2,x61CROUTI OR POURED CONCRETE KIN. E.D. EXISTING NON STRUCTURAL %%! WALL TRIM(DECORATIVE SILL) 0 ANCHOR SPAGNO STAGGERED ACOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL F 6 MOUNTING INSTALLATION 1,,YFAAAAr.,,,, vL INSTALLATIONS DETAILS INTO CONCRETE ,=F'�P\'� /zj�✓p`IMAX. A.S.D. DESIGN PRESSURE TIONRATING 3 +65.0, -90.0 PSF & CONCRETE BLOCK SF { + FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE: N.T.S. O. 41,67 102617 TILTECO INC. DRAWN It FOLDING IMPACT PROTECTIVE.SYSTEM DRAWN BY, , ILL NOTE FOR CO NATION OF SECTIONe. * E.D. EDGE DISTANCE X i L� 07/20/17 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) L�O•• .. J 111. E C O fpc. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUR ANY INSTALLATION. r�11y1,p/•l,(` y1� TILLIT TESTING✓t ENGINEERING'COMPANY 7066 NElASIREEr PLACE' T7-082 : s•'•..:••+`•'_'r:� 1 N76 Hxt 7d1,.M.Glw 746.VAOW GVi7a16.n.'331" 'WEST PALM BF11CI1.FL 33113 _ VV 1' PM+.Qi¢ge)1-tan.ru.pwtm.-t91 PH:1800-643-6771 SOA/A1 t.� �1I1 -mai:GTltcMod.cam �KJo16nOsMNznson DRAWING Ho 1 SEE LIMITATIONS FOR®ON SHEEP 2 - TYrtL ,. ®-0006719 w WALTER A TILT Jr.P.E. �'. an 1x.arml au _ P.E.ar'ya,.CNANRE/DATE FLORIDA L f 44167 qA 1Fau w/m!n 6~ :SHEET 5 Or 17 1/4'0 v 3/4'TEKS SCREW OR 1/4'It 3/4' BOLTS W/NUTS @ WASHER O B'O.C. 0.060'THICK S.S. POURED CONCRETE OR ROLLER MOUSING I MW.SEPARATION I MIN.SEPARATION CONCRETE BLOCK WALL 7p GLASS TO GLASS REQUIRED GON11kL•IgN G E0. EO. ON OOHAL RAIN HODD I�—(SEE SCNEWIE I (SEE SCMmVLE (SEE SHEET TJ) (NON-STRUCTURAL) I ON SHEET 13) 1��.,,or .a ON SHEET 13) 1 Or �2 /1GAJ'S.S.SJLS.W/1/2'd ALTERNATE 3/16'ALUM. 'LT t m ALTERNATE J/16'ALUM. T 13/41 LONG NYLON BUSHINGS PO RIVETS O 5'O.C. POP METS O 5'O.C. (Typ.TOP)AND 1''LONG(Typ: AT REM, A7 REM. I rn HOUSING EXCEPT AT ROLLER MOU50/C(TYPJ I , i (ROLNYLON n 9 "9 W j 0.e55Y OYPJ I n a 9 I 3 E0.EO (' •i I 0 n 3/16'ALUM.POP RIVETS I RST 3/16'ALUM.POP RNEIS O,10'O.C.BOTH SIDES - -O'10'O.C:BOTH SIDES 0 3/16ALUM."O.POP 0. Q /1p'i 31 S.S.S.M.S.W/ GRIENTATI 8 Rr& O 1BC. 0.373'LONG NYLON '- BUSHING W/A.0.150' I NT..0.163'1 MW.3/4•PLYWOOD LONG TOP SECTION 0.500' YW..SEPMA710N 017010.030' MIN.,3/4"PLYWOOD REWIRED O.D.MD'0245'IA.MDI TO GLASS ULTRAFAB- _ REQUIRED $ 1`/2'MIN. 0.22J'LONG BOROY (SEE SCHEDULE WEATHER 1/4'f TAPCONS OR g SECOON O.J201 O.D.M0�ON SMEEf 1S) STRIPPING FA. !or CRETE-FLEX �. 0.2{5'Ld. SIDE(ITP.) .iTr MCHORS 6'O.C. 1/4•THRU BOLT W/ Com' .+.x WASHER&NUT O 10'O.C. CTYP. '$ EACH SIDE T� W .1/4'THRU BOLT 1 1/4'0 TAPCONS OR WASHER&NUT O 5'O.C. CRETE-f1E%.ANCHORS 6"O.C. PpUREO'CONCRETE OR CONCRETE BLOCK WALL 1 T or REQUIRED, -2'14'OR 2.'v5v1/8' POURED CONCRETE.OR5'a3':1/e'6063-T6 DONT. ALTERNATE 3/16'ALUM. 6063-T6 CONT.ALUM. CONCRETE'BLOCK WALL ALUM.MOLE OR BENT PLATE.POP PoVE75 O 5'O.C. ®1 MTAE. REOUIREO A7 REAR STANDARD COUNTER-TOP MOUNTING INSTALLATION I ALTERNATE COUNTER-TOP MOUNTING SECTION 5, INSTALLATION SECTION 6 A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF MAX.T&D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF I W 5 / m ^ 3/16'ALUM.POP RNE7S O� NW.SEPARAOON 11@10, O.C.BOTH SIDES TO GLASS r—(SEE ON SHEET 113) 3) d -- -- _ I ALTERNATE LEG ! or as' CCNNECM C3 -E0. ED. _ _ I ORANCHORN '(SEE SHEET 13) ALTERNATE LEG _ _ _ _ _ _ &ANCHOR Oi ORIEMATM7N 1/410 v 3/4'1p6 SCREW W/ Ni POURED CONCRETE OR S/8'WASHER OR 1/4'a]/4' •,9 CONCRETE BLOCK WALL BOLTS W/NUTS&5/8'WASHER,0 REQUIRED 4'O.C. w '. •3_ 8 BUILD-OUT FACE MOUNTING INSTALLATION OONNECTION C4j SECTION 4 (SEE SHEET 13)� 0 :E. EO. 1/410 v 3/4'TEKS SCREW POURED CONCRETE OR_� &OR 1/4'v 3/4 BOLTS W/NUTS CONCRETE BLOCK WALL5/81 WASHER O 6.O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED ©' ��--MOUNTING INSTALLATION T„! & CONCRETE BLOCK , SCALE N.T.S. +,1 ••� ••�' 4A (BOTEOM) FLORIDA*BUILDING CODE (High & Non High Velocity Hurricane Zone) Nll.: ®2017 TILTECO INC. ORA”BY: NOTE FOR COMBINATION OF SECTION * 44167 .TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM r.L. E.D..= EDGE DISTANCE �T ' 1- MOUNTING SECTIONS CAN BE COMBINED (SEE'SPECIFICATIONS ON SHEET 13) •g - 07/20/17 IN ANY WAY TO SUR ANY INSTAL ••• LATION. 'pO'. �Ne, FOLDING SHUTTER CORP. TATE r �'�Q TILUT TESTING.&ENGINEERING COMPANY. 7089 HEWSTREET PACE L I� +1 oa]t Nr,.xln.s st..]ro,waww dwuKs n anw WEST PAW BEACH,R 33413 17-082 T SEE LIMITATIONS FOR®-0N SHEET 2 = S•••'•••........•� E: re....txs -taco.,rm•pasMn-wt PH:TeOD-843-037t L,1 0005Oad.com ..wlobhy�Autt•n.nm DRAWING Ha • r1j1 WALTEREB`W0�19`.P.E. n.s aooarnav our m.v vra®oa our FLORIDA Lk..,/44167 m:.ewl• aapo/u r SHEET 6 OF 13 I •MIN.E.D.— EQ. Q. POURED CONCRETE CONE'CIIDNCS REQUIRED (SEE SHEET 1S) 0.060'THICK S.S. ROLLER HOUSING OPTNI RAIN HOOD -===—E (NON-STRUCTURAL) — (2)NYLON. ' itDx3's.S.S.M.S.W/1/2'a ROLLERS 0.655'4(TYP.) x3/4'LONG NYLON BUSHINGS (Typ:TOP)AND 1'LONG(TYP• I B BOTTOM)',EXCEPT AT ROLLER - — HOUSING(TYP.) 110 0.3733"3•s ,s.Ms.w/ 0.373 LDNG.NriON 3/16`ALUM. BUSHING W/A 0.150' POP Rfvrm, I LONG...SECTION 0.500'AND O iB•O.C. 0245'IA O.D.AND . CONT.0.163'x0.270'.0.030' 0.223''LONG BOTTGM ULTRAFAB WEATHER SECTION'0.320'OD.AND STRIPPING FJL SIDE(TYP.) 0245"Ld. MP.) I Ii or I I @ t e MIN.SEPARATION _ 70 CLASS ( T N (SEE SCHEDULE. AYH.S ARAnON W ON SHEET 13) N TO GLASS IT (SEE SCHEDULE I T or ON SHEET'13L •^n•'�{ MIN. SEPARATION I 'I 1/4'4 x:t'MSCREW OR TO GLASS 1/4►-20'.1 S.S.MS.WRH 11 OPTIONAL UCT GUARD (SEE SCHEDULE (NON-STRUCNRAL) I NUT k WASHER i 4'O.C. ON SMEEF 13) `�org 7 i �T AL7ERNAlE 3/16'ALUM: I ; i AT RIVE75 O S'O.C. OPIIONAI..JGUARD AT'REAR. (NON-STR I $ n m ALTERNATE I Il6'ALUM : I g q ALTERNATE LEG �' g POP RIVETS O 5'O.C. n= LOCATI N WITH x 1 ^� X3/16'ALUM.POP PoVLZS ANCHOR �iJ nl CONXECT10N C7 AT PEAR. (, g .� 0.1 O.C.BOTH SIDES f (SEE.SHEEr'13) 3/16'ALUM.POP RNETS ®10.O.C.BOTH SIDES EO. EG. - SLABEDGIFF APPLICABLE. EDGE OF POURED CONCRETE CONNIXTIO1 Do - - - / SLAB IF REQUIRED (SEE SHEET 13) APPLICABLE _ _ _ EO.. E0. POURED CONCRETE POURED CONCRETE / REQUIRED. •MIN.E;D. REQUIRED CDONECTIONEET CS •MW.E.D. •.NTN,.ED. (SEE SHEET 13) -.11.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED. MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATION'S DETAILS INTO CONCRETE & CONCRETE SCALE; N.T.S. ,t1tLaa1 /T�p y ENS•P�'' r FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECNONS; 1k E.D. = EDGE DISTANCE ��•4417 P 02017 mTEtO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN. ; M.L. 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 20/ . `.• IN ANY WAY TO SUR ANY INSTALLATION. 'O ST L 'L, E C O INC. FOLDING SHUTTER CORP. o7 DATE ��/••: n 7 3 TIWT TESTING Q ENGINEERING COMPANY 7� � TE AV. 0 01St,Nx.301x.sl,sb.'s0A�0.fAM ;rt 3Jlss WEST PNM BEACH.FL 33413 T SEE LIMITATIONS.FOR t �•P pmjt>.-1?10• twat 7I-IaI PH:t80p-eu-a7n 17-082. __ _ VS/R s..�� 11 -mal 4co0aW.wm wJNCin9Nn. uW UH 'GRAYING Ne ( 1/ EB-0006719 WALTER A TIWT Jr.P.E. -----— —------ -- --- •..P.Err 1�GNATURE/oA7E FLOMOA U./44167 ma-o.. mr n, m SHEET 7 of 13 Pounm CONCRETE OR GROUTED CONCRETE. 1O.MAx M=W'�RCQU11I D (SEE BCMIxM1b r-(B� 'PAN VIBE.PEA'SCNmOIE OI)ROWS,OF I/4'. SCHW3 )( / - X Ax( 1 4'x (4' OcxmUW �'. TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) TK 0 0 o ALLOWABLE TUBE REO':ANGLE NUMBER OF ANCHORS ]PAN TILE Pm SCHEDULE - -------------- - TUBE MAXIMUM SPAN LENGTH EA,..END PER END OF TUBE e08}TO ALLOY O O oW(;SEE ZE P SFAN� TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM •6'a.c. TUBE TUBE TUBE 314'«Y.3'P, 60' 106.0" 13 8 1 T.�KVIL A�Np�tTH(sEe'samutq µG 91 2"x4"x1/8" 96" 85.0" 17 10 ANGLE 144" 69.0" 13 8 tre•G 8O' 117.0• 17 10 Yi2•Ta AL m.ANGTH 00&1-Ta EDUY.ANOIE (SEE.sRIFDULE)' Qt . 2•x4"xt/4" 96' 110:0' 21� 12 i MALWAR rum LEN 144" 91.0" 21 12 -SPAN TLBE MOUNTING INMA E A TYPICAL ELEVATION ('[LIRE AT TOPI 80' 109.0" 17 10 TION 17(s; 2"x5"x1/8" 96' 100.0" 21 12 SECTION X .."r•n3s 144" 81.0" 17 10 SPAN raz urN a 1/2'NK m(nP) 8O' 124.0" 21 12 £ Ww I�'TMP• 2"x6"x1/8" 96 11410" 21 12 8 Q 144' 93.0" 21 12 r.4•d.3 « 0/211/41 LENGTH Q t ]'N•«]'a'w EIC VALID ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE ( 6O+mi0eilW'W0� 7W.114. AWiL'xv c SHUTTERS HEIGHT ABOVE.&BELOW DOES NOT D(CEED�THE MAX.PRODUCT SPM) . (s¢. SHOWN ON TABLE 1.. Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 1/eA,3/a TTXSCREM o 0 0. O C�' TUBE MAXIMUM ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS 0 a'D.c SIZE PRODUCT SPAN LENGTH EA END PER'END OF TUBE SPAN TOLE PER SCHEDULE - ------- - ----- ].21,/4•.,ILENGIN. ea3-ra Auor' / (,,, s , 60" 76.0" 13 12 (B)1/4'.3/4•MG SCUM a Pm �� 2"x4"x1/8" 96 60.0" 17 15 (GOOD,MIL AT 2'O.C..LONGFTUD LY. Tom•� SEE BETWEEN ANCHORS DTP.) 48.0" 13 12 oR GROUTED CON 144" OLD"WALL REWIRE (z)ROWS 1/4'.TAPCONS ANaau(m.)(sEE'swmua) TYPICAL ELEVATION (TUBE AT BOTTOMI :80" 87.0" 21 18 SPAN TUBE MOUNnNO INMA L A71ON 2"x4"x1/4" 96" 79.0" 21 18 SEE (0)1/1•,3/4'ras SWDF NT;314'w Y13'w 31211/4' 4 I/1•ED.- SPrN tu- LEN 144" 65.0" 21 18 AT 2.O.C.LmMiNgNNLY. ow.) i to ALUM.ANCr EMK.10._ In.M. -- 80" 77.0' 17 15 TAPCQK AMp10fRS. I « 2"x5',x1/8" .96" 70.0" 21 18---- - -- - _-- (WPO(SEE SCHEDULE) 'O t 144 57.0' 17 15 .80" 88.0" 21 18 C4.1 2"x6"xl'/8" 96" 81.0' 1 21 1 8, 2 Z 144" 66.0" 21 18 o O' 0 o � INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE mei"/e 1° --------- OR GROUTED CONCRETE BLOCK WALL .0.000'MAX •a'O.0 O O (SEE scnWlE) SPAN TUBE Pm=NEDLS - -------------- L0,_\ SCALE:'N.T.S: ao53-Ta Alar c 0 '0 O / 0 0 0 'L()Ic[/./�i iT 1 SCHEDULE MAX,A.S.D.DESIGN.PRESSURE RATING m 172.0 PSF tENcfR4a 5L t ..4r2N yiy4 «� 5063-Ts 0-T4 xx ;isE.. FLORIDA BUILDING CODE (High&Non'High Velocity Hurricane Zone) Ism s ' No.44167 0 2017 TILTECO INC. DRAWN BY. Ot I TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M.L. 07/20/17 POURED eax:luTE I Q" '0 ' IL .E C O�IM�. FOLDING SHUTTER CORP. DATE 'BLOCx WALL REWIRED 3'53•«]13'«5.211/4' - 7089.HE WOREEr PUCE (0)14'.]/e TExa SRtm ILNGiX G0a1-Te;NUY.ANGLE D�"•• �'•R TILUT TESTING'&ENGINEERING COMPANY /N S/ 11` Wa MY.NN.Y.9Y•308.MFO1G GeP0f14.M1]]IW WEST PI1L BEACH.Fl.37417 AT 211:•0.LNmlruDxvLY, (sa SCXEDLE) TYPICAL'ELEVATION (TUBE AT MIDHEIGHT]. �N Op K, [, 17-082 c'_[f'•••.RI•••. \V Lt Lem. Oam7m,-,.]O.ru:LamNTt-,v, PH:'1e00-L143-5371 V \ 11 -mall:.DlLvcoOeN.Gom rr'.ftlGn9�YL(aRwm DRAWING M, SPAN TUBE MOUNTING INS I L AnON ,s = s/ .• N' EB-0006719. T SEE UMRATONS.FOR®ON SHEET 2 WALTER&TILLY Jr.P.E. NA>�m •�: Nnavna - 'P.4..$-. 5)rf;ATUfIE/DATE FLORIDA.Uc..,441.7 aP u-m. w/m/n 9NE[T'a 01 1] i 1/4',r x 1 3/4' YW. r,accaslatErE- sEn 'EICSaNG CLASS FUX .(SF NEEr Y AlitllORS 18.O.C///. T3j ! ETOS1D10 STRUCTURE YW.E.D. 4.130'(TVP.) STRUCTURE E% UtStE-StiE7:77 u) EF4'TNG �. - * / x4••,+Sµ• .` STRUCTURE 3/0Y 1HRFADEp HOLF� •CENTERJ'tEt2 faR Q4) T.- lcaErE-v � ANaoas a 18•o.c: // \ 1/-13/ D.0 ass a (TTP.) 15 1 1 1 f1 ®t or 1Mt 1 /18 POP ER} 3 or'1 Or,\3 I or.1 W GR x4 a! l Tna o a.7o.c. WALL FACE 1.8 � ND CONDITION\ 90.01 SOD,90.0• 90.0' 3/76'PDP RNM OR +/e.3/4'MM o \ I�B 4/�SH WN / (LEVERS NOMOR OR( Oa.EX1E7i10R) (3) a 30'O.C.o �� ISLE NOTE U (2)�s 0 30•D.C.o ulD3P fOR UNTO/1' [—� EXTERIOR :V# To SPAR.(3) 4 o 30 r o.c..0(DOSP FOR UP o.c.o YiDse foR SCP C u4 SPIN(THuna 1$ 13 ` HORIZONTAL SECTION 20 144"SPAN(TIMED $ SCREN YSR OR Ex EWN OAR) (OR O ortum IIOWONrAL SECTION SC NTF WT BE EXTERIOR)STILLED ( Rg Oi1fRWli) OR pOQ6O0.) WtEi10R ON EXTERIOR) 3'x3',1/8'CONT. /i6•PTP,=r» -TN163-T4.Al1Ar ANGLE 4 OR 5. (m x is } *MI1Y VAf(Y AT LAST SLIT AT 1RAPPm INSTALLATIONS 4 OR� tE76 a 10 o.E WN SHO TMCON/C1iETE-itDt SHO TAPCON/C0.EfE-ftEx^--� t SEE LWATIO10 FOR©0N SHt1:T 2 ANotoas o'te•o.G.TO.—\ ;� ANCHORS o is,D.C:TO—\ \ 3' EwsnnD.STRucTaE \\ ETISTWCSTRUCTURE W4ilNG STRUCTURE 3'2iij4•.CONI. fi0fi3-TB ALLOY ANGLE BUILD—OUT ww• Ea EG. END CONDIT10N \ %161*/FQP 3/4 oN OOSTNG SmucR1RE—� END LOCK ANGLE Nuis 6314 ODOL .C..Ts w/ END LOCK ANGLE i�S!!����''�S,, HOwzoHru SECTION HORIZONTALSECTION (�1 2'x 2•x.1/4.ew-16 1/4•�R 341;TER CONT.ALUMINUM"INT ANGLE SCREW4#TT/CHED TO ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR (2)y4'J30 3D'oc a ccNTERPEGE a 4 ac INTERIOR-.CENTERPIECEaOR' , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE A WOsrri7IOR u TO 1/' SOLID THERMOPLASTIC TIP MU BE INSTALLED.THE 70P 1.100 OF THE TIP SHALL BE SQUARE. sf++'�t37 3 030' o.c.o YosP roN SCP 0.357"x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING-TUBE ®AND SECURED TO,u' PAN QHUYO INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL.BE 4.363" DIAMETER WITH SCREW MAY'SE INSTALLED 0TER10N oR DaEmFT). A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE.TOP AND ROUND BOTTOM 4 OR5 OF THE TIP A SQUARE, 0.475'x4.475'xO.O85'THICK COLLAR MUST'BE INSTALLED.AT THE TOP OF'THE. avo 1.$ SHOA ALUMINUM LOCKING TUBE @8 A 2-PIECE, THERMOPLASTIC'LATCHING MECHANISM MUST BE INSTALLED. ONE (])PIECE, 1:378" LONG, WITH A 0.366"7(0.366'x0.630'LONG END SHALL BE INSERTED AND DIMPLE CRIMPED (LEVERS DTIFRIOR INTO THE TOP OF THE ALUMINUM LOCKING TUBE @. THE TOP.OF THE PIECE MUST INCLUDE A 0.684" I!'l OR 03MOR) DEEP BY 0.188"WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. low( SOLID THERMOPLASTIC TIP INSTALLED AT @)SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER 1$ HORIZONTAL FLANGE'OF TOP/BOTTOM TRACKS. (LEw6 ON 4 .OR 5 OR E%TERIDR) SH� ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL 1TrT(„TW fW.TILHMZOMAL,SEcnON Vr;` Q��,• f 44TH", FLORIDA BUILDING'CODE (High.& Non High Velocity HuFricons Zone) 1N• 0301?TLTECO Wc. TCTAN.11 FOLDING IMPACT PROTECTIVE SYSTEM IN: END INSTALLATION DETAILS INTO CONCRETE, 44 : IL(� E C a-p FOLDING SHUTTER CORP. G?no/+? CONCRETE BLOCK & WOOD (AS APPLICABLE �" ,�: ) ?D6/NEYSTREFr PLACE �--��' AWT TE4T+7T0 d ENGINEERING COMPANY • f�,y�a WS Wp KY.M y,.f"im M,IGYI VJ�/Dl,.R 3b1N WFST PALEt BEhC1T,FL 33413 17-082 AL•� Idw,(�JW !W- (3G+7n1-1!]f PM:1/0D-643-63x1 `O�••,�„QRID{•``.: mol tlbcoOdol.com nn..ToldingcNntl4n.olm ORAYWD No WALTER A.TLUTT Jr.P.E. Nr.w oo�a wrz m.t. mNv� ws Q, A / FLORIDA Lc /4476? on.w. wmm SHEET 9 OF 13 2`•2' lrg• ,) AL ANGLE sUdD- mow" PER SECTION 4.SHEET 6 A (1)3r18'pop A 7c s, A AL N•M 1/g` EACH LEG of 2'.2' ; ALUuwUY ANGLE ANGLE ANGLE LEGWY FACE . AWA7 FROM'oPEtPNO pp AS SHCAN)OR TOW-FOS F PPFRINC.No ANCHORS , REDUIREo TO NP37Rt - SATi1C1U -- 19 BLULD-OUT MOON PER.SECTA7N.4.SHELT 6 (2)3/16-PC P Rr" 2 EACH LEC of '.2' ANGLE ALTERNATE WALL NG>f:SIMILAR AT MEAD P e,�,,,N ViEW A—A EXTERIOR ELEVATION AND SILL AND BOTH SIDES MGRLI NPR ONE—� OF PRODUCT OA 60TH ANGLES 1;�w OPTIONAL SIDE ANGLE (2)f 1/*''A.x 3/N la� i OW 3EciWH 4.SHEET a) TEXS OR 3/76`POP �+'' 7//z•.1 1/2`i i/a' o'-z` RIM PFR.ANGLE TTUBE YIN.ALUMINUM AT TOP h BOTTOM OR To WALL(2 REPULSED) (2FLET TANCXW� EA ANGLE TO SLAB ® 8 T/APCOHS/CRETE-- '). PAY 8E MT ANCHORS 4 tg'O.0 Q� 04 Jf / J/ta«POP.RIYETS'M' E%1571NC STRUCTURE 5G° 1;r c cC MM 3 ' \ • -2 Lr2'mat CORNER POST EDGE OF.WxORVE ISOMETRIC 51AH {TVP.AT TGP AID BPTTGY LABS)S ^ END REES ES NAY 0E MT F ry END oA ExD L TRAPPED END MRNER POST CONDITION Wj FLAT END HWb20MAL SECTpN E'.*3Yfi.'_.s;.r FLORIDA BUILDING CODE(High & Non High Velocity Huri!cane Zone). ��� �}(�i 0 2012 TILTEW INC. TITAN A FOLDING IMPACT PROTECTIVE SYSTEM END INSTALLATION DETAILS INTO CONCRETE. P7/2O/t7 _ CONCRETE BLOCK & WOOD (AS APPLICABLE) FOLDING SHUITER CORP, DATETP� N731( 1', IILUT TE57NiG C ENOtNEERING COYPAtiY We,TPAY FL 33413 C7�'. Ia T�• L� sNe Yom.�a��stiimm'`>"'o waw 1�w1m PH ,goo-a�ili-B 17-082 . f�•-•.•••A•'• '1 s,4,• .M u- ou:mleccouM.cw, .wro+04iipf+ullenmm - DRAvwo Ao J tW V miwlq+ oG[ a« mNllla w# WALTER A TULTf Ur.P.E. P{:SFALr51GNANRE/DATE FIARIDt1 Da/44167 m.1aeN m:mJn a~ SHEET SA.OF 13 WALL FW SH OPTIONAL RAIN HOOD I' (NON-STRUCTURAL) WALL FUBSH 5� 0.080"THICK S.S. p1013"SS.S.MS.W/1/2"9 d/4• 7j ROLLER HOUSING LONG NYLON BUS11D1C5 RYD•TOP) CDNNECRDN'02 - AND I"LONG(TYP.BOTTOM),EXCEPT AT ROLLER HOUSING(TYP,) i 0.060•THICK S.S.ROLLER HOUSING -� (OVERS 1 =�__� I OPTIONAL RAN HOOD R '(NON-STRUCTURAL) 214" fD. D /10•J"SS.S.N.S.W/ 3/16•PLUM.POPRIVETS,O 1B"OC.BUSHING .COCt LONG.TOP SECTION 0.800" 0.16310.270• 0.0.AND 0.245"i:d..AND FO.030" A 0.225''LONG BOTTOM UN'LFATTWA SECTION 0.320"0A.AND STRIPPING E0. t 0.245'''d- SIDE.(TYP-I ® \WFrZ 3/18"'AWN..POP _ I RIVETS.O 18"O.C. MIN.SEPARATION 2'a4'CONI.WOOD I MIN.SEPARATION Q 10 GLASS� HEADER flEO'DTO GLASS �'{( SCHEDULE 1 Or (SEE SCHEDULE 1 or ON . Yr ON SHEET 13) ®t ON SHEET 13) ,il t w 214•CONT.'WOOD PLATE REO'O. Mal � I 1 i WALL FACE MOUNTING INSTALLATION EF 7� _ SECTION 2W (TOP) _ - - --- 1� 111� 1` I cGNEJ:rloa cT WALL FlNISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD 1�'�'; •• E• ., ✓ ^.. FLORIDA BUILDING CODE.(High h Non high Velocity Hurricon0 Zone) I SEE LIMITATIONS FOR ON SHEEP 2' Sli m 2017'TUECO INC. TITAN II FOLDING IMPACT PROTECTIVE:-SYSTEM DR N No.44.167 n 7t NOTE FOR GOIABINATION OF SECTIONS: FULDING SHUT LER CORP. 07/20/1 1- FOR.WOOD FRAME CONSTRUCTION: WOOD MEMBERS'TO '.-p 1 LLE C.O INC. DATE BE HAVE.A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED •� WON. '71WTTESTING h ENOIN[ERINO COMPANY 7085.HLN5lREEr'PLACE. IN ANY WAY TO SUIT ANY INSTALLATION. Q � 1I=5 Z.3 u s1.su.am,W10w1 GMOQ19,n.311" WE3T.PAW BEACH•FL 3741317-082 ��,LL ^"' ;m_mlOwprPH IWO-043-8371 1' EB u OB718d.can i—foldr4muhmmm DRAWING No WALTER"A r Jr.P.E. ou>.or nn oearoa. RORIDA U..'1 N 67 ay u.a.. mnty.l Aa - - SHEET 10 OF 13 I/e*.3/4'TENS SCREW OR I/4'.3/4' BOLTS W/NUTS&WASHER O:s`O.C. 416`(Min,)EXISTING WOOD BEAM- 1 REQUIRED.STRUCTURAL ADEQUACY 77'711 : OF ETOSTING WOOD BEAM TO BE CERTIFIED 13Y REGISTERED ENGINEER OR ARCHITECT PRIOR WALL FINISH 0.060'TENCH S.S. t SEE LIMITATIONS FOR (a ON SHEET 2 TO PRODUCT INSTALLATION. E f +' '2'x4'COAL t ROLLER HOUSING Ci. WOOD HEADER "OPTIONAL RAIN HOOD _ NOTE FOR COMBINATION OF SECTIONS: f + REVD. EQ. EQ. (NON-STRUCTURAL) f f J $ �t0A3'S.S.S.Ms.w/ 1/2's XJ/4' 1- MOUNTING SECTIONS.CAN BE COMBINED / .LONG S.ON BUSHINGS.W/ 1/211 T.3/ IN ANY WAY T0.SUIT ANY INSTALLATION. CIXIP 1 i I �i AND 1'LONG(Typ.BOTTOM).EXCEPT AT ROLLER HOUSING(TYP.) t OPIIONAI RNN MOOD a M 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO I j "5 /r I (2) '• SE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL ---- T}3a55'a ) __„ff #10 x-3'S.S..SR&W/0.373 LONG NYLON ' ALTERNATE'LEG O 1B'O.C. BUSHING W/A.0:150'LONG:TOP SECTION POP6'RT EIS. I tACAnON 0.506'O.D.AND 0.245'.i.d.AND 0.223'LONG O P RNET: (SEE NOTE"') 0':16310.270"*0.030` .BOTTOM SECTION"0.320'O.D.AND 0.245'i.d. ULTRAFAB.WEATHER (TYP.) MLN.SEPARAnON TO CLASS STRIPPI�EA SIDE I I . . (SEE SCHEDULE ! Or,.�g t ON SHEET 13) I I ! or t w ION E�TION MIN.SEPARATION (SEE SCHEDULE TO GLASS I ON SHEET-13) I ! Or + �—(SEE SCHEDUIE'—.— 4N SHEET IS) ALTERNATE 3/16'ALUM ALTERNATE LEG OPTIONAL RAIN C POP fTNETs O 5'0:O //—�EE NOTE'-) OO (NON-STRUCTURAL) ALTERNATE LEG AT REAR. ;__rTT EE NOTE•) ' LOCATION (SEE NOTE•y i I L- TTT�� j I I ALTERNATE 3/16".ALUM oil11 POP RNETS O 5'O.C. I I l .AT REAR. PLATE I, WOOD REO'D., _ g L._J ____- �i v ---------__ 'n a 3/16'ALUM..POP RNETS M.I 4 O 10,O.C. - BOTH SIDES = 3/16'ALUPOP RAVEIS O 10'D.C.BOTH SIDES_ 216'MHN:WOOD EQ. O 1 1 .DECK REQUIRED W I LI i , I (0 FHSH ALLOWED) . 2'a4'CONE.PLATE1 i/1'p s 3/4'7EK5 SCREW l 1/4'0 a 3/4'TENS SCREW W�0 RE0 0 / �1 }1 }..I OR 1J4'X 3/4'BOLTS W/:NUTS 1/5/a'WASHER OR &5/B'WASHER O 6'O.C. CONNEPT10N G6 T/4'A 3/4'BOLTS W/NUTS,& {j I CONNECTION C4 /8'WASHER 2 MIN.E.D. 2"MIN.ED. Cal � ' �1 �t —NINE FINISH / ; 11 yt Il WAIL FINISH T BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION SECTION 4AWN1N(WtTGM) SECTION 7W SECTION 4W FLORIDA BUILDING CODE'(High & Non High Velocity Hunicons Zone) LT NOTE • :,ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED 02017 TILTECO INC. TITAN 11 FOLDING,IMPACT PROTECTIVE SYSTEM oil"01` 0.44167 INSTALLATIONS DETAILS INTO WOOD *_ '71LE a FOLDING SHMER CORP. 07 DOE SCALE N.T.S. ` �"�t •. wT":.' tA\' ezu NroXo.+wEiSnOTmaNsMis+&l.-ILsEmwN,G.MINrPmOEIEq.ROIaNWAG1m''TCoIO^..MnaPilAa1NwY �m PMSFRECT PLACE WEST BEACH.EL&STUB 17-DB2 PN1800-613-63714V ,c ORI �► ,T B.-mca000lcom ....To16npWvU•amm GRAmNC Ho .. -OOD8-OGDC7 BWALTER A. uu" waania urt FLORIDA Lj�j"167 ay.a. m�a-a.. ur/mnr r SHUT II OF:13 1 otD3a019 00-'D, ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED ,(� Date: Y(�' Permit Number: c9 00 Building Permit Application RFC Planning and Development Services Lrp Building and Code Regulation Division AFB 2300 Virginia Avenue,Fort Pierce FL 34982 perfii 2?0?� Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residentl PERMIT APPLICATION FOR: Shutter PROPOSED IMPROVEMENT LOCATION: Address: 8800 S Ocean Dr Unit 201 Legal Description: Island Dunes Oceanside Condominium II Unit 201 Property Tax ID#: 3535-603-0005-000-8 Lot No. Site Plan Name: Block No. Project Name: McDermid Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK:', CONSTRUCTION INFORMATION: Additional work to orme under this permit—check ec a appy: :.; HVAC Tank . E]Gas Piping 'V( Shutters Q'VViridows%Doors MiGas 11 Electric 0 Plumbing Sprinklers ElGenerator Roof F____1 Roof pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$ 1 1) 572D0 Utilities:E]Sewer E]Septic Building Height: OWN ER/LESSEE: CONTRACTOR: Name Edward&Judith McDermid Name: Edward J Heritage Address:8800 S'Ocean Dr Unit 201 Company: Folding.Shutter Corporation' City: Jensen Beach . State:FL 'Address: 1862 Dr Martin Luther King Blvd Zip Code: 34957' Fax:616 City:,West Palm Beach.- State:Fli Phone No.772-229-3176 Zip Code: 33404 Fax: 561-640-8204 E-Mail:nla Phone No. 561-683-4811 Fill in fee simple Title Holder on next page(if different E-Mail: info@foldingshutters.com from the Owner listed above) State or County License: SCC131151041 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. s Signature of Owner/ ssee - factor as Agent for Owner Signature of Contra5tof/LiStaLe-HaIder STATE OF FLORIDA �Z l�L STATE OF FLORIDA COUNTY OF "`� COUNTY OF The fArgoing instrumentwas acknowledge before me The forgoing instrument was acknowledged before me this�y day of 20 —by this day of 20 by Edward-Ji-Heritage;` Edward=J Heritage;.° ( er7son acknowledging) (Nam erson acknowledging) Na . -2y (Signature of Notary Pub jc-State of Florida) (Signature of Notary Public-State of Florida) Personally Known/// OR Produced Identification Personally Known v/ OR Produced Identification Type of Identification Produced Type of Identification Produced (�.� (.Z?" Pamela A.Evans Pamela A.Evans Commission No. . I) Commission No. NOTARYFAMIC a �, NOTARY PUBLIC (,.f��G?-t c _STATE OF FLORIDA o S STATE OF FLORID ornrr#GG262789 Ys� Gonm#GG252789 0 Expires 10/11/2022 Revised 07/15/2014 Expires 10/11/2022 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS