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HomeMy WebLinkAboutProduct Approval i V Castle J Impact Wi6dows FACTORY DIRECT SINCE 1969 A:f, -, COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place i West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: JACOBS,JEFF Wind Zone: 165 MPH. Address: 405 GREGORY STREET Exposure Category: i D FORT PIERCE,FL 34982 Minimum Building Dimension: 40 ft. Mean Roof Height: 1 15 ft. Risk Category: II Design Pressure Calculations Opening FLocation Device-­—] Device Device Max Positive Max Negative Number Zone Width(in) Height(in) IFElevation(ft) Pressure(psf) Pressure(psf) 1 End 521 91 7 ! 32.2 -35.9 2 End 135 88.75 7 37,.3 -46.0 I i j I i I ij I ' I i 1 1 ,j ' f Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014),Florida Building Code. Page 1 of 1 i Customer: JACOBS WorkOrder Number: 09192017033 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing I I 1 -35.9 534.125 91 567 93 89.75 9"o.c. 9"o.c. 2 -46 135.5 88.75 133.5 91.75 88.5 9"o.c. 9"o.c. I I i i i I I i I i I Florida Building Code Online Pagel of 2 no �oDepam itd BCIS Home � Log In 1 User Registration i Hot Topics' � Submit Surcharge ? Stats&Facts I Publications 'FBC Staff ;^BCIS Site Map Links •Search usines B 'u' ssi I Product Approval ..r USER:Public User Regulation Product Approval Menu>Product or Application Search>Application Lis[>Application Detail .l FL# FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ 'I i Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com I i Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place j 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.corn i Category Impact Protective Systems Subcategory Operable I , Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I m Evaluation Report-Hardcopy Received; li 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 12/31/2018 Validated By Jorge A. Pomerantz,P.E. i Validation Checklist Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.odf j Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 I Equivalence of Product Standards Certified By I Sections from the Code f I II i ' h++,.n•//fl.,,;.iah,,;lr�;r,R nrrr/nr/tnr ann rltl ngny9nnrgm=wCTF.VXOu4T)nv?.qR6nNn6(-)P6rI Z... 7/1/7.(11.5 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan 11 Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 11 FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.pd 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 load.See FL17080 RI AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.vd Created by Independent Third Party:Yes Back Fe-Z11 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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,P.S.,please click here. Product Approval Accepts- 00 G;—,] securitvsi m. jar nv"/"rtmr Qnn c1t] n4znv?nnrnm=w(,'PVXOxxrtT)nv7,qROnT4nOOe6rI Z... 7/1/2015 �FNF ♦ NOTES• 1.TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT MGH VELOCITY HURRWA14E ZONES(BALI)AND OUT OF THEM(NMl1F2). - 1/4'0 TAPGON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY TTW/BUI DEK, INC&ELCO CONSTRUCTION PRODUCTS. RESPECTIVELY,OR 0 14 NOS WOOD SCREWS OR. 1/4'0 NOS LAG SCREWS DESIGN WIND LOADS SHALLBE DETERMINED AS PER SECTIONS IBM(fMIZ)&1809(NFM0 OF THE ABOVE MENTIONED CODE, - - FOR-A BASIC-WAND-SPEED AS REQUIRED-BY-THE-JURISDICTION=WHERE THIS PRODUCT To BE INSTALLED FOR A DIRECRONAIDY FACTOR 1R_Q�: Kd-0.85, USING ASCE 7-10 AND SHALL NOT EIC®THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET-13.-- - -- - - - - - - - - IN ORDER TO VERIFY THE ABOVE OOFlDINDN,11LINDE DEWC WILE)IOAQS DElQ61EfD PER ASCE 7-10.SWILL.BE FIRST CA)MINIMUM THREADED PENETRATION OF 1/4.0 TAPCON OR 1/4'0 CRETE-REX OR 014 NDS WOOD SCREWS OR REDUCED 10 A.S.D.DESIGN WIND LOADS BY MULTIPLYING INN BY 0.6 IN ORDER TO COLRNE THESE W/W1X.(ASA.) 1/4'0 NOS.LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR CI THRU C4 AND CB THRU C8 DESK#)Ptt PAT1Nf13 IHdCAiFD ON S W I& CONNECTION TYPE.AND 2'FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED - _ - PENETRATION- M _ _ _ P E7RARON_I NTO_WALL.FINISH SHALL BE CONSIDERED AS PART of THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS RED.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN - - ALLOWABLE STRESS FOR WIND LOADS WAS WI USED IN THEIR ANALYSIS.A DURATION FACTOR CO - 1,60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPOON OR 1/4'0 CRETE-RIX OR 014 NOS WOOD SCREWS OR 1/4'0 NOS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND 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 ON THE EXISTING SECTIONS IBM&1009:1.2 OF THE ABOVE MENTIONED CODE-AS PER TESTING PERFORMED AT HURRICANE-ENGINEERING_TISONG•INC. _ __ WALL.ANCHORS SHALL BE LONG ENOUGH TO,REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.IJ, 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 C.1 ABOVE - - TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTION 1816& 1804 OF THE FLORIDA BUILDING CODE (p) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE,FY-33 KSI(MIN.)MATERIAL 2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS Q&®SHALL BE 0 10 x 3', 410-M MINIMUM SERIES W/173.8 lag YIELD -1/4'0 RTW BUILOIX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 kel TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS ' MANUFACTURED BY WHITFORD Cc,BOX 507.WEST CHESTER PA 19381. NOTE: _ 3.ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH 0.1) MINIMUM EDGE DISTANCE OF TTW BUILDEX TEN SCREW 1-. FOR 6063-T6 ALLOY AT SLATS SHALL BE FY-25.9 ksi. ' 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIFS W/50 kd YIELD STRENGTH AND 90 ksl TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TW/6UILDIX TELL SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL B. B 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 SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 318 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE N^FOLLOWS: (UNLESS OTHERWISE NOTED) 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE ERI DURING PODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO DUSTING POURED CONCRETE: 10.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE -1/4'0 TAPCON W/ADVANCED"EADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC.TO MIN.f'C--3192 PSL WITH SECTION 171083 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SEL AS DISTRIBUTED BY ALL POINT SOUD SET ANCHORS TO MIN. fe=3000 W. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 1/4.0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.fc-;3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEWS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THE DRAWING PWS ANY 1 BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A1) MINIMUM EMBBDMENr OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4. 12.(A) NNIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED 13Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE,STE CONDITIONS DEVIATE FROM THE P.E.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 UFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SIVLLL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONR7ACTOR'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 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCH0IRAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE. BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO DOSING CONCRETE BLdCK WNL:ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER. SHALL SUBMIT TO THIS LATTER THE SUE SPECIFIC DRAWINGS FOR REVIEW. -1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W. BUILDDC. INC. 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF RHE-PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED T NOTM THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERMRS'IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHWA BE AS PER SHEET 13. '001111111101"'1//i/ �V •��R A,r/�Zy� FLORIDA BUILDING CODE(High h Velocity Hurricane Zone) ) h & Non Hi B.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/81 INTO THE CONCRETE BLOCK UNIT.NO % •EMBEDMENT INTO STUCCO SHALL BE PERMIT . SCREWS USED MINIMUM SHOULD STUCCO IX AND I"MINITEDMUM/FDR WALLSSWTH NO STUCCO.SHAM BE 1 1/2'LONG : ;•• \CENS`c''•`�9%� «• 02015 mT6o INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM AAwN 81' 8.3)IN CASE THAT PRECAST SIDNE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. 03/10/15 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BERSUCH PANELS.ANCHORAGE - E C.0,N�, FOLDING SHUTH CORP. DATE SHALL BE AS INDICATED ON NOTES 9.1 &B.2 ABOVE. c •,.�) ENG7ON HEWTIRFET PLACE TLLIT N6 7TSTI & INEFRINO COMPAfiY z�'• .Q 'em141 +-fan.im l ei1 fsnyT PALM ML F 33`'° Q Plaw-ea-mr! 15-014 W.. O -,,,h 15keeeOaa.wm ...lef3y.naLL«.iem WAW9m Ko y WALTER ATALIf Jr.P.E. -. FLORIN Lle./44167 .vh+• a- SNFIT f 0►DJ x600• AIJ- 2A11• �. "°°• 2 zs60• �q� � �. rate• +� a It, 'P.tt• s Ills- $, do ,oes• 3 g - - g .om• A = SLAT WINDOW ©L—END FLAT (TO BE USED ALL INSTALLATIONS• 6063-T6 ALLOY 6063-T5 ALLOY Y INCLUDE PERFORA110NS AS PER (TO BE USED ONLY FOR INSTAUA7ION4 ® _ 0 r PbjrLr 6 ALLOY DETAIL ON SHEET 3) 30 FEET OR HIGHER ABOVE GRADE _ _ _ _ -- MFiLSUR£D AT BOTT27M OF OPENING 6 6 ALLOY SEE COMPONENIS 20,21 Ar 22 ON y+6 SHEET 3.) aoat' .611• .nr z1JY �sY y 1961•— 2716' f.O1f- 2857 H E-130- 4CA 199Y .611 .730- fie• g .9gwi�- 8 ria• b.rm• •. 8 6 .06Y• ow , K. aw- .60.,• .696 r.a6r .006• - - .061• A7n $Su• a.7w ae7r O6 i�ALL HEADER © 2/n��M�AX. �Bp.Oyp CEILIlVG=HEADERf XO -SIL_L TRAG' Or 011e TR�rCK�yADAP 6063-T3 ALLOY Sl ijl•'� l `K - LL .�_ _Af10Y ® 60 AL10Y 606J-76 ALLOY zeas t2 .00• COMPONENT a b t1 t2 4 •..d•_ d 2' 5•MAX. 0.125' 0.125' In• .ofr• .ow- p .,, 1. .mr• K 1� 2• 4"MAX. 0.25' 0.25' 060• 1© I• 2"MAX. 0.062' 0.062' S RAN 0 AT B-077-ON TRACK ADAPTER © BOTTOM RAIN GUARD AEl mnyuM ANGLES: ® 63 AOY r. 6063-T6 ALLOY 6063-715 ALLOY -T6 ALLOY COMPONENTS 8 y \\\1 h// FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) .aha'--� y ;��'t.,.•••"'••.,,J,�!y� 02013YkTECOMG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ' X51, a3Q;•v\1ENSF iane� f3/8"6 ACETAL' = FOUM SHUMR CORP. ATE © ® ME TUBES IL EC®��e�. 70"POISrAUT PLACE a,E.t-..--^^�. TllllT IESTINO 6:ENOINEEIaNO CONPANY78 / J +c{ J C ®e na. s,_s..am.+ecau awma nltteewEST PALM ff7tH FL A7N7AT RPfECE G`ORNER POST �f u,; �.'"' > �6�. Imo„,�, PW 1606 6x71 Tf�.F ora -� _ 3 0 . ;�,,; 1N1aa a N. FOR 4 ' -d E_ -`6063-T6 ALLOY-- AL10 P. wumIE w Ia67710 P.6 ADRIC\Lin/Lff 44167 ".uae 17 e 1 • _ —___ _.. __ 11+1111111111111\ - - -- -_ _._ ___- _ _—_ ___ ___ .'�t yf +=m��lwce /HOLES ; aooe E4.SPACFII , i - 0-0 z-cup EACB SIDE TABLE 1: SOURCES MR & 000 !#RECTldNS. R(?TYJUP)d2E irr-. Q _ OF WDOW(SEE TiB[£7) O pnq - lffiF7IFJAL7E =TE7a-wL OWlAAs SLATS OOSLATS SF S4B V 1N.AVIA TIYE FA :O Q OE S:M 0Q0 ti%_ tK0N JLEW ray RC 000 000 60 yaw sFEaiC GRAVITY ejn / - W tl 00 owSTRFxDm AM BEIM 9,400 ps.L 9500 P.at. FLEXURA.STRENGTH AT YIELD ASTM 0790 12,500 P•9.L 13,400 P•a.L I ile - - __ _ FLEXURAL YODUUJS ASRI 0790 510,000 P•al. 345,000 pat. p t i 2 p i •, (A)PCP SNAP-IN END B eACD, C, ' I MILK i 4q ' ek Tr TTOM NOTCH1200 ASTM 0259 16 Ft-IDjta 17 ET_7AJln. q ¢ x ; (SEE TABLE 2) FIRE sMaXE art+srr asix a280 4z2 x 64.5 x uAx ,- ' I I SA ' RATE OF BURNING ASTM 0635 C-1 CLAM C-1 CLASS "C�{t; i r SELF IGNTRON ASTM 02929 10407 sea T r STAT MNDOW �if ' i SLIT MNDOW 0.060'THICK WATHERINO, ASTM 6155 V i {ZZ1jSS i POLYC4A?8MTE HEWING TENSILE STMGOi AFTER N£ADERING ASTM G36 9302 P.al. 8840 P.aL I I WINDOW(SEE TABLE I) TENSILE SITMESS BEFORE WEATHERING ASTM 058 8461 e r psl. 8860 Pal, T' AW.(2)147MRS MAY BE oV ONE SLAT SQACED ' A AOLAV OF 44'APART, MM T2'AGN.FROM EdDJ^OF SLAT TOP&BOTIVIA SIAr MUST TABLE 2. SOURCES FOR MSmaw AD.NCENT FL1rFmOPA• To ENTERFIEUES 4 DR{3.NOR AT CONNfRS OF PRODUCT: SrANDIRD MASTER TOM CQMIAW O.AAT I i O0O ; X+ LW Tm L PNorERTEs . PART I A42! R�rtce � i Vr"& D 00 OO 20 1'1fLSX.AL: SLATS ORO ' SlA7^S SPECIFIC GRAWY ASTM 0792 0.042 tat.' `N XNOCX 000 C K i i 17LH7NG 1dESA15MfdL: �O ) I I i .r TPa'IAr0ea11CY i =� �lr-l-�e-a-c+ . ` ` �TEN�SILE YIELD S(RDIGM ASTM 0638 11,500 peL 00 0 (3)ROWS of FLEXURAL StREMM AT YIELD ASTM D79D 15,000 pe.L OHOLES aFLEXURAL MODULUS ASTM 0760 450.00d paL• 0 /SPA:ED __QW � MOTCM IZOD ASTM 02% as rr-tMJ(n loeuraomrM EDPe } 01REC710FL£ tnge . ES; l• �• assP' COEFTICtFXT OF 1HLRLLAL EXPANSION ASTM 0596 5.5 a t0 t0/Y1=E "XMAS LIY LA 94 V-2 i ; L' fSN4lP--W END CLIP MELTINGTEUPERATURE ASTM 0341e 500 F E USED AS AN OPTION FUR ALL JA5MUDONS BUT WDMOIF TION UNDET#IARCE MISSILE.M4Y INCLUDE PERFOAIHOAS AS PER//MIS DErA1L TYPICAL —A SLAT WINDOW DETAILS MLN.24S_APARr 0*S EVERY f0 SMAY BE fiVNE S1Ar SPACED Wf N VIEWING WINDOW &21 22 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACTS (1)SLAT WINDOW ELEVARON (LARGE MISSILE IMPACT) +ti` /4 FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zane) ��\��wq ""•• ✓9 i� 02015 TILTECO n'a TITAN 11 FOLDING IMPACT PROTECTNE SYSTEM DRM1N W. FOLDING SHUTtER CORP, a3na/,5 LNC. DATE :a �� q 711117 TESTING h ENOMEERINC COMPANY 7M HN61IRE1 A'IICIE ' It � ase Nv.7m.R Sw.m1,1+iwA crairA rt 311ee W67 PAW BEACH.FL 35413 R t LC Pe.,.,t�1ar+-1s10.Fa.:C.+rrsprt-tan Mt 1800-1143-037t 15-014 A''• r�FDB t000070teeeO 9 t.v,e1V°'m" 4RAWRN7 we WALTER A /Jr.P.E. FLORIDA U,% 44t67 r� as.s.s m/Nn s SHB3 3 OF 0 a , Z34 567 A { 6 . 0. 0.0+ i3 2 o3 W/ 3 ,16 , i OR i9 W _ S z USE(2) AT 30' • O.C. FOR PANS i`� rgi 2 • NOTES ON®ffi LOCKING TUBES @ AT�d-5t�. w UP TO 99' I.TWO(2)0 SHALL ALWAYS BE USED AT PROOUCT'S MIDSPAN SPACED w USE(.3 1C�AT 3D'O.C, AT 30' O.C.FOR SPANS UP TO 99`. USE THREE(3) FOR LARGER = o FOR SPAN LARGER SPANS SPACED A7 30" B.C. AT MIDSPAN. COMPONENT MAY BE THAN 99'UP RG 444' INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES w (DOR(F).LOCATION OF SHALL BE AS SHOWN ON TYPICAL ELEVATION. s+;a 2.(2) LOCKING TUBEPIE S t5HAL(��,ALWAYS BE USED TOP 8 BOTTOM AT i'D..i 0N 1 PRODHAI.L BESECURED W{1,.EVERS WA NSTOWN LL SHED SOCKING TUBES OR $ (2 1 t t SEE LIMITATIONSFOR®ON SHEET ( 117 1 LKE END CONNECTION DETAJLS ON SHEET 9 TYP.FULL HEIGHT.FOR ��7�S� CONCRETE. CONCRETE BLOCK OR 6 e "(" tl , 0+ (C6 $�+ i 3 , WOOD INSTALLATIONS. + +O © r � O 9 + 10 9 10 i 9 + 11 UNLIMITED WIDTH Plq& ELEYAW- N. T. S. f NOTE; SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 78 ON SHEET 7. SEE SECTIONS 1W& 2W ON SHEET 10. SEE SECTIIONS SEE SECTIONS 7 W,7 W W do 14W ON SHEET 12. ��\`i` :R`....... {jlr�4 �G ✓ y FLORIDA BUILDING CODE(High k Nan High Velocity Hurricane Zone) y��•;' \C+ F 0201s m>Eco INc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 00*1 an A.G./M.L. = - `:k`__ 1��O 114C. FOLDING SNUFFER CORP. ••7L TILLrr TESnNO R ENCINEEISNG COMPANY 7004 H061fw PUCE ' r ,a4 ess,Nf. e4 d.9 1,�awar'rt mise A67 PAW LEIitN.!L SJ413 :�+ tx.. c�Mn-ran t�m>rre_1mt PN:leoa-ens-am, 15-014 i� \�1 a-eao0:67tee000OLean 1 Jddbvtluftets-mm as mm Ne WALTE X IIUR J,P.E. cT.r emw�e� ooe e.a eeanel T1,01a A I.k.j 44157 a»ye a SttfET 4 613 POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED. CONRIEMIDN0.060'TIOCK SS aPD M RAIN HOOD OPTIONAL RAIN HOOD POURED CONCRETE � EXISTING NON STRUCTURAL WAIL (SEE SHEET 1J) ROLLER HOUSING OIDN-STRUMRAQ (NON-STRUCTURAL) REQUIRED. TRIM(DECORATIVE HEAD) _yS�R_ •) $ 1.000 2500MM./ Mw. E0. _ �r_y•a -. • NAL 1 R HOOD - ;_-- ---- _ �_ . 'c COON-SMCTURAI) 1 - - _ -- — - - - - - I_ IT10 x J'ss.s.N.s.wf c 13 1 O.J73'IDN.NTTDN J/18'ALUM. W 3/16"ALUM.POP RIVETS, 1 •a -- -- - BusNeRG w1 A also- P0P RR�ETS, o Ta•Or- LONG 1 1 TOP SECTICFi 0.300" 0.163'.0.270" 0 18'O.C. • f MO.AND 0245'LC AND ! 0.223,`LONG BOTTOM x0.030' - - ,/t a RW BLILDEX 1 SECTION 0J20"OD.AIA WEATHER 1 MIH.SEPARATION 0215'td. STRIPPING E0. _�.R POURED CONCRETE TO GLASS O3 1/4"0 DAD 1 . 1 (TtPJ SIDE{TYR) t Or 3 OR CONCRETE TEDBLOCK (SEE SCHEDULE f or CON", PRODUCTS I S/ A 1;-TE'X - -- 1 a ON SHFE1 13) 0018 CRM-FLEX Trf T J/a" ( S.S.NS WITCREW OR H N @x+' 3/16-VETS, IIS MIN.EMBEDME(T 0 6'as 1 WASHER®1' UT POP BAM1EI3, t or 1 IN POURED CONCRETEOR CONCRETE SLOW 1vw 1 i 1 YIN.SEPAWlIONWALL REQUIRED. 1 1 TO CLASS Or t or OWSCHEDULE N SHEET 13) ®t f ®t to "3 1 MH.SEPARATIOGLASSN POURED CONCRETE s 1 (SEE SCHEIXIE OFR CONCRETE BLOCK WALL REQUIRED- 1 ON SHEET 13) c { or �„ I d jf' a, 1 SEE SHEET 13) 5/CREW OR 1/40-20"xr i " ! WAS MS 0 4 NUT& r 1 WASHER O 4•.O.G i— / f{oxJ"s.s.s.us.W/rl2ro T IA�1 q�iDVOUAt�D ^ � xl"LONG Nri IN BUSHINGS ItEEdORR CaMECti01T C, i {T,)q.BOIT03Q.AMO 314' TII(ffiAAI1Fafd1 NOIOGY ! .•o x (SSHEET 13) LONG(ryP.TOP),EXCEPT AT E U( STALLA ION CONSIR, Fw= EE = ( 1 ROW HOUSING GYP.) SECTIQN 2CRETE-fM W1,3/4' ! .MR F3J8FDMIItY 8 6'O.G WALL FACE MOUNTING INSTALUTION �ANCHOR SECTION ,n. SPACING SPAS GROIREO BLOCK REQUIRED 1.00a 2.300 MM./ ..—._—. (MIN.t'e—2 on PIXJRZED=ETE MIN. EXISTING NON sRRUCTUNAL WALL TRIM(DECOPAim s w 0 6 ANCHOR EAADN9 STAGGERED ANCHOR S C N DECORATIVE WALL TRIM TRAQPED DETAIL FOR 6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE SECTION 3 t�l p/i ' MAX• -D. DESIGN PRESSURE RATING = +65.0, -90,0 PSF & CONCRETE BLOC ��L� FLORIDA BUILDING CODE(Nigh k Non Wgh Velocity M mcone Zone) SCAf.E N.T.S. �— `.��,�Q`;•��G�N�'�,:J�r 02073 TILTED()w_ TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM " A 4/M•L NOTE FOR COM91NAT101j_OF SECTIONS• *ETD. - EDGE DISTANCE .. 1-MOUNTING SECTCAN BE INSTALLATION. FOLDING SHUTCER CORP.(SEE SPECIFICATIONS ON SHEET 13) OTE IN ANY WAY TO SUIT T ANY 1NSTAl1ATON. _ /) TILLR 7T TN0 R EN.INEO6N0 COYPAMY 7089 NEMSIREIX PUCE ^E)Y S F :�.ti aTc1 Mr..atle.s.s+.aop.V1RfN cNm1JJs.R d]I1! WEST PAIY�ICL IL 17.1,J PN ,A10-N3-4ni 15-014 T SEE UMITATIONS FOR®ON SHEET 2 ';� qP`; •-maEB-t i•� "^• UN— DRAWING,i,e WAL77F A 11LUT Jr.P4 •77.OFabA Lac/14157 t aNW a SHEET 5 or T3 1 an.rm 1 1/4'9 x 3/4•TEKS SCREW OR 1/4•x 3/4' BOLTS W/NUB&WASHER b 6'O.a 0.060'THICK S.S. t •�—�- POURED CONCRETE ONCRETE ORBLOCK W % R011.ER HOUSING t '""'TSEPARATM O CLASSS, I /8N.SEPARATION RECOPRONAL RAIN HOOD I--(SEE SCHEDULE '1O SCHEDULE(SEE SCLASS E 94W 13) C01�667.•mm O4 E0. (NON-STRUCRIRAL) t ON sHIM 13) t or a ON 94EET 13) t or s -- 'tOt3`S.S.SM.S WJ lfzh u1EM41E Sf16'ALUM. �t � ALTERNATE 3/16'ALUM. �t � -x3/4'LONG,N LM-BUSHMGS -POP RNE'13.6. -O.C. POP rrY .��ATR• AT REAA.� AT REAR.S tl 5' t HOUSING(TIT•.} I I (2)-NYLON •y" _ ROIEEKi� .. _ r ..-_.,..__ __ ___. ___I___ So __. _._ _ ___. _-__ _ w3 � y n3 _ �K a '° � •� � o.BsS0(ITP} n - � - _ 8 _ _ _------ --- `• - — -- _ 3/16•ALUM.POP RIVETSsl 3/16•ALUM,POP RIVETS; z S 10.O.C.BOTH SIDES I O'10, O.C.BOD"SIDES - / --LEG&s AN 3016•ALUM.POP j10 x]'S.S.S.11-1.w/ OR1ENtAiXN - g� - RNEIS 0 16•aC. ,' - D,373'LORD NYLON _ O..13W MIN.304' NG 10P ECA 0.158' { MIN.SEPARATION a270'x0.03O• MIN.3/4'PLYWOOD LONG IDP SECTgN 0.5J10't TO CLASS ULTRAFAB $ $ / REOUIRE'D O.D. AND 4.245'F.Q.ANQ WEATHER REQUIRED 1/2'MIN. 0.223•LbNG BE111OM (SEE SCHESRItE 6J` i f4'r 7`tPIXkRS C9i SIPoPPRIC tiA, t or SECTION a320.OU1.ANb ON SHEET 13) SDE OYP.) t 8 ANCHORS S'OC. R 1/4-TRUWASHER&MBouUT in^as 0.245'Ld 1/4'T1RRU BOLT W/ S EACH SIDE 1 'n POURED CONCRETE OR WASHER&NUE 0 S'aG CRETE-FAD(ONS OR ANCFtORS 8.O.C. 1 CONCRETE BLOCK WALL 4 t or R£QIJlREA 214'OR 2'x511f8• POURED CnNCRE[E OR 513-X1/8'6063-TB CONT. x1E RIVET 3016'A1.lLM, t 6063-18 CONT:ALUM. CONCRETE BLOCK WALL ALUM.ANCLE OR EEM PLATE 'POP FAR. m s'O.C. ANGLE. REQUIRED "'REAR. STANDARD COUNTER--TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING SECTION 5 INSTALLATION SECTION B e3 [MAX.AS.D. DESIGN PRESSURE RATING. +66.0, -66.0 PSF W • MAX.AS-D.DESIGN PRESSURE RATING- ALUM. +66.0. �8E0 PSF c 2 8 •i 3/16' POP RIVER O t MN.SEPARATION '7 10'Qa BDTH SIDES TO CLASSILIE scNECOWN SHEET 13) 8 ALTERNATE LEG t dr r� _ &ANCHOR 3 W CONNEG71011 C3 ALTFEM TE LET: O t ORENTATKIR (SEE SHEET 13) &ANCHOR W OR04TAIM 1/4'L x 3/4'TEKS SCREW W/ _ POURED CONCRETE OR SJe'WASHER OR 1/4':3f4' LA CONCRETE BLOCK WAIL BOL75 W0 NUB&608'WASHER a - RT:QLaRED 4.O.C. W BUILD-OUT FACE MQUNTING INSTALLATION •m SECTION 4 (SEE SF"FfT'73} O . �T EO EO L f4.9 x Ale TEKS SCREW POURED CONCRETE OR OR 1/4•x 3/4'BOLTS W/NUB CONCRETE BLOM &5/8`wA6NER 0 6.O.C. INSTALLATIONS DETAILS INTO CONCRETE RMUIRED & CONCRETE BLOCK .BUILD-OUT FACE MOUNTING INSTALLATION SCALE: N.T.S. �)1 } d# 0-N 4A (BOTTOM) FLORIDA BUILDING CODE (High& Non Nigh Velocity Hurtimne Zone) NOTE FOR GOMERNATION OF SECTIONS: Ik l.''••�• •••••• ,r x'3615 mINCTITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM tRgm or. E.O. =EDGE DISTANCE "tel Z�GENS�c••'•'P . AAALL. T- MO wn SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) "'! �TtF'C ^ee IN ANY WAY TG SUIT ANY INSTALLATION. '�?�'r FOLDING SHUTTER CORP. �/16/15 -� -�•-- •(}�/ T bayr TILLR TESTING h ENGINEERING COMPANY 7080"EMPREET PLACE S ;•, .�,�� av5 x.x. an.1TrsM cNmexS,n 7718! WEST PALM o-64l R 73413 t SEE LIMITATIONS FOR ON SfiEET 2 ••�� "�. im +®+ 9 t7as+-1sss ME�&b-eu-977L 15-014 err.Tai&npeinfle+smn OAAI6NG Ib WxTFR A.nu.R'..P.F �'.x• a w ®nn. F1-ORt54 Lia(!"167 ve Baa aynarn SHELT gar 1s •IDN.ED. CONNECT""CS POURED CONCRETE REQUIRED (SEE SHEET 13) _ 0.060'THICK S.S. ROLLER HOUSING OPTIONAL RAIN HOOD - - - - 1..3'55.-aus`w/1/z•o- - _ - -- --- -. --- --. ----- (2)NWAN LONG NYLON BUSH0IG$ • - ,-__ _ ._ ... ROLLERS 0.6S5Y P'RP•) (Typ.TOP)AND 1'LONG n]R• --- - - --- I 8 — BOTT0U) IXL'EPT AT ROLLER — — HOUSING(TVP.) d10-.3•S.S.S.M.S.-W/ J/1B'AIW. OX3'LONG NYLON POP RALUM SUSHNG W/A 0.150• I LONG TOP SECTION 0.500' 9 IS.O.C. O.D,AND 0.245'Id.AND CONT.0.183'.0.27050.030' 0.22'3'LONG BOTTOM ULTINFAB WEATHER SECTION C-320'LOA AND STRIPPING FA SIDE(TYP.) 0245";d. I 1 or W 1 Or e ®t .9 u TO M•STION n ®t $ } 11N.S ARAnaR ( EDLE ONSNEETT 13) I( TO GRASS (SEE SCHEDULE ®or M. MIN.SEPARATION I 8 ON SIIEEf 13) t 1/4'/.1'lSCREW DR (SEE STo CHH IX EOULE 1/40-20'.1•S.S.MS WITH f T � OPRONAL RAW GUARD NUT&WASTER O 4'0.0. ON SHf£T 13) I (NON-STRUCTURAL) I7 ALTERNATE 3/16'ALUM. OPTIONAL.RAIN GUARD POP RNLTS O 5'O.C. I (NON-SIRUCRARAL) AT REAR. , 1n1 a Y I g g ALTERNATE 3115"ALUIL ALTERNATE LEG '� .i POP RNETS O 5. LOCATION WITH AT REAR. a 3/16'ALUM.POP RNET; ANd10R C mmmm QI CJ n 9 O 10'O.C.BOM SIDES (SEE SHEET 13) 3/15'ALUM.POP RUM A 10•D.C.SCM'SIDFS t - — EDGE OF . SLAB IF EDGE OF r• ,� - �.y,l APPLICABLE APPLICABLE . POURED CONCRETE +CONET.710N; , REQUIRED '',r($EE'.SHEET 113)5` POURED CONCRETE ��� 0• REQUIRED. POURED CONCRETE REWIRED (SEE SHEET ` •MIN.ED. • •MN.1- (SFE SHEET 13) •MN.ED. TRAPPED MOUNTING INSTALLATION ALTERWEE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SGU.E N.T.S. �� AAAA FLORIDA BUILDING CODE(Mgh &Non High Velocity Hurrimn6 Zone) 02015 TILTECO INC TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM N07E FOR COMBINATION OF SECTIONS: * E.D. - EDGE DISTANCE `1.�::��`` 5+�,'•,: A0,/M.L 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SHUTTER DATECORP. D3/10/t9 IN ANY WAY TO SUIT ANY INSTALLATION. - _ IL E C®IMC. •:'k TLUT TESTING&ENGMEERRNG COMPANY ST P 1R0R.,'TIBET PIKE irG3�i am M�F0 Ase ae Nom slml.c R S1i66 WEST PAIL tF1D11:FL 73413 15-014 Pit t SEE LIMITATIONS meltttimEece�oaa�mm�'-191 ....11eIsnTNut�mli* DRAW=N^ EB- 6719 �.•, omwv WALTER A 000TD.UT h.P.E. eK FLORIDA UC.If 44161 M4ti SHEET 7 OF 13 •1 \ 'PGWJD LONGe:IE BLOCK W" tUieBD eaw mm. a SPWI 718E i•EN Sa1EDI11E (REQ ix)aoxs oP t/4 nEms X X TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE BE TOP OR BOTTOM vatas(ITP-)(SSE SOWDLLE) / (Hl ) (e)+f G7 3/4.7OG 9tl3W -a a - 0 ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS AT x nnlGxemnKuu. 0 0 0 -- -----0 0 o MAXIMUM SPAN LENGTH EA END PER END OF TUBE IN IME PER SCHEDULE -- ----------- - TUBE epd Ta mal' 0 0 0 o SIZE PRODUCT SPAN ' TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM +/4!.3N'm(samw ---- - -- - - -1/x lw. TUBE TUBE TUBE o e•oa - Y.4'er313• - --- '4- 3-.r - -- - 60" 106.0' 13 8 jai (/ a1�SAE K (SFE sommw spfGulA 2".4'x1/8' 96' 65.0' 17 10 ---- --~ -- - -- --- _ _ - 69-0" 13 8 - -- - `- ----- - -- -- - -- --------- 144 - - - 80' 117:0` - '`f7- - - 10-�------ em-tTe uvu ANGLE �, p t a t//rr 2"x4"x 1/4` 96" 110.0" 21 12 p ttl ssw Oil 144" 91.0" 21 12 r. _ - - -- - _ 80` 109.0` 17 10 SPAN TUBE MOUNTING INSTALLATION TYPICAL dFVATHDtI (TUBE AT TOP) i7s 2"x5"0/8` 96` 100.0` 21 12 SECIl(}H_X 144" 81.0` - 17 10 SGxF:LM gAN R6E 4 t/2•IOL 80' 124.0" 21 12 En.OvP.) 1 tsxEAr:'Won +/s'^P- 2`x6`z1/8" 96' 114-0` 21 1 12 48p* 144" 93.0" 21 12 Y.4•ar 35G•a ,, :IC VAUD ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMA710H OF THE s5¢5n/41 lFNc1H pt ri4t r.3*°f SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN Boil-le MUT.Nk1E �j, / 'N (��iO Be � SHOWN ON TABLE 1. Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 0 0 0 0 TUBE PRODUCT ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS -1/4 �or/C TEN wiw SIZE SPAT,( SPAN LENGTH EA. END PER END OF TUBE _ N•a JS.Y or SPAN NSOW ULE PER StlAE - - ----- -- --•-•-- 1 5d•.1/41 IFJIOTII ' soil-fe Nice � ( � 60' 76.0' 13 12 (e7 t/�•.3/s•log SfJ3Tt 4•yN� � SPAM TUBE PER m summ 2"x4k1/B' 96' 60.0" 17 IS &0w uex. Ar Y Gc IwmImlN,.r. /IItlto OTPJ 144" 48.0" 13 12 OR Of m W11 (2)PO11G OF 1pY TAPOWB amx WALL�umr •)(sEE�p 80' _ 87.0" 21 18 SPAN TUBE MOUNTING INSTALLATION 2".4'x1/4" 96' 79.0" 21 18 SECTION Y SPAN Tum i 144" 65.0" 21 18 (e)1/4-.3/4'RIG SLI£/ Y-rs a r ce.tnNrmmwuY. 310°`s1Y'J5a11p• 4 1�yP,EO' 80' 77.0" 2t 15 1F1s01N soil-Te AUY-/NOIE POeNc t/t lw- � �t� C6EE txJadxE) � � 2'x5k1/8" 96' 70.0" 21 18 OrPJ(�saEalAsT �� p t 144` 57.0" 17 15 4 19 ' 80' 88.0" 21 18 _ pt 1y L-� 2"x6'.1/8" 96" 81.0" 21 18 •I Z 144" 66.0" 21 18 a o INSTALLATIONS DETAILS Wim/ SPAN TUBE INTO POURED CONCRETE _ MAX +/4V•3/4•ra SCJOr OR GROUTED CONCRETE BLOCK WALL 06.0.4 0 0 0--------------O O O SCALE N.T.S. SPAN itRE PEA 6C0GINE SPNE r116E PEA SCFIFDIAE 6061-Te N1GY^ O O O O O O MAX.AS 0.DESIGN PRESSURE RATING-&72.D F'Sr 'r x 350•w 3 1/4• J am/N rom-R `� � FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) NAM mCm -,S- Q••' .p � ®zots mtEm Kc. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM oRAm(L: POURED [RE,E p* IL ECOiNc. FOLDING SHUTTER CORP. DATE POURED BLOCK YlIL J1P ar 350•s J1x it/4• 771117 TESTING S ENGINEERING COYPARY IOJS, T PI/CE • (6)1/0.31r Tom SUE7• tENCIIt 6o®-te AEUY.WIIAE TYPICAL ELEVATION (TUBE AT YIDHdOHT] S' Q'Z am is. s.s.Jos,vEUK tumoe.a 1)1ee MfST PAW 6P-643 TL 3]at3 15-014 AT Y O.C.Ia1JxN00nl1Y. (� ) - u9• * •t((�` Pnv� (-?-ft:'1ti"..00-1-n 91 PH:'1eGG-8t3uea�e�( GWW010 N" SPAN TUBE MOUNTING INSTALLATION DRIB WALTER l�Wf77J.PM �.• t� d. oJons C_EEROY Z T SEE WRA110NS FQE®ON SHEET z jt,. " (Lom A Uc.I Jr.07 w�M• 511EfT e a 13 -- - - A TIP0ONS/C1>ElE-FlD( (sEE SHEET E%6nN0 CLASS ANCMRS O 18'O.Q 13) j %/ � __ `. � __.�.�_ � •� _. S,MC STRUCTURE IDN.EIL 1 &758' .) — EmTING (3E SEEET 13) DaFnNG STRUCnL3 STRUCTURE J/a�TNIaFAOED H 13 1/4•/,t 1 3/4' ---�- a CEF11MMCE FOR 7/PLVS/amE-wt / \ ,%i6i J/a e - (nPJ- 1 ,e•G.c. 1 1 1 � 1 /,a POP 3 1 or 1�t r t or 1 WALLFACE 18, 9o.a 9o.a 2 g"' ITI END CONDON \\ / 90.a 3/16'POP Mfrs OR �I EXTERIOR N01E,) (2)®®JD•D.C.a NISPAN FDR U TO 99• IODSF FOR l(1�I��To 99 SPAN a X11 oe um)YF&iP 18 scRfOrw11 ARI 4E. HORIZONTAL SECTION 20 1NOMONDHIL SECTION SCREW V"BE T (I ) TNRT�R OR� I NrEraoR OR ExR3ad1) OR RETS rY!•d/8•71c NAY VARY AT LW SW 9 TRAPPED i&AUAWNS 4 OR 5 6D63-,a ALOR 5.ac /ORESHOW „ HOt SEE U14ITTAlfDNS FOR©ON SIM 2 `NF—iO 0/c"s1RlILR!RE ANCFKKG a,s•/ VaSTM ST � E1cfi71NG STRUCTURE BUILD—OUT. ,/z• z•.2•.t/a•LbNr. MIN. 8063_78 ALLOT ANCIE END CONDITION 3/,e•TOP 3/4 'OR 1/1't J/4.1E1f5 OR ' STRUCTURE END LOCK ANGLE 'N/M e3;?•oats"/ END LOCK ANGLE NORQCNTM SECTIO! HOMONTN.SEL410N NOTE-1 2't 2•.I/a•DOB1-le 11/ .3 a•TIX COMT.ALUYIWII BENT ANGLE SCREYS AYTACNID 70 OE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CENTERPIECE a e•Olt INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE® A Iz> a 30 To o SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TTP SHALL BE SQUARE. MSIAN&1(3) e 30' 0.357x0.357' AND IT SHALL. BE FULLY INSERTED IWO THE ALUMINUM LOCKING TUBE ®AND SECURED 0T a 4-SP FOR UP 1- iH'SPIN(TMIMB INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW UAY 1£�T� A 0,200' LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR oA oGFxaR) OF THE TIP A SQUARE, 0.475"x0.475xD.085"THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 45 ALUMINUM LOCKING TUBE ® A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE vl� 1 SHOWN (1)PIECE, 1.375' LONG, WITH A 0.366"x0:366"x0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ® THE TOP OF THE PIECE MUST INCLUDE A 0.684' � )R DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. Soo SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER 1 QM) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. ( SCREWS 4 OROR 5 SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIHORVONIAL L �G FLORIA ON ✓ BUILDING CODE (High&Non High Velocity Hunicone Zone) END INSTALLATION DETAILS INTO CONCRETE. _ X20157umo INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ` No.44167 °'a'h1eFOLDNG SlUER CORP.CONCRETE BLOCK & WOOD (AS APPLICABLE) L TILLIT TESTINO&ENGINEERING COMPANY 7089 IM BECH. RICE R31 Mv.xe�.A stv •w+aT+A 9N+m+s.M1 SIM NEST PALM 00-1043.-6 J]NJ 15-014 ab.,1`xa -Teio.r�,Tnslen-Ivt PH:1800-8/44-6371 .n..Td°n9elAdFnnam DRAWN°He WMTER A. ATE 71LLJ 44'4.1 a7.r `oe ,v.ll: maul enT SHEET M 9 OF 13 z .z'.t/6• 1 ALWMY ANNE _- __ BORD-0Uf MaUM_ - PFR SFC ICN 4.SHEET 6 smucniK A A (2)7/16•PLP RNEIS. __-2•x2•-ALUWRLw — _-- -IN(XEIECfY.r2'_ /N67)=1Ya'WY:FILE.> .. 4(2, R.Km'- n-___- _ - _ _ -AWAY FROM OPENING c9 oP�)NO ANcS m e RfaUBEO. Ra mom 1 BLALD-oUF umw PER SECTION 4.SHEET 6 POP Em 7/le•LEG GF0p2"4* ANGLE EW A ALTERNATE WALL EXTERIOR ELEVATION ANDS LL IA D BOH LAR AT rPLAN VIoes —A YOIINf pOR ONE � OF PRODUCT OR 80111 ANtlE5�1 :`` is I _ OPTIONAL SIDE ANGLE (2)/'1/4• s/a• / \ 1�6•■o•-T (FOR SECTION 4.SKEET 6) TRIS OR 7/t.'Pap YN.Att /NGEY 70P R RUMPER ANQTo TUBE BOTTOM OR TO HALL(z REOINED) T z)1 4 EA.ANGLE itl STAB END PIECES MAY BE FIAT ANCIIOIS a 16.0.G END OR L ENO 7/16•POP 9VE75 CR IX6TINO STRLKMW -"O• 1/4•x 7/4•TO(S 3 e u•oa 3 +� MN Wei CORNER POST `.� ,F DDNORM ISOMETRIC g LB (TIP.AT TOP AND BTRI SIRS) 19 F7n 1'It MAT BE FIAT ,z EMT OR L ETR) TRAPPED-END CORNER POST CONDITION W/ FLAT END IIORnIONTAL SECTION FLORIDA BUILDING CODE(High &Non High Velocity Hurricaft:Zone) END INSTALLATION DETAILS INTO CONCRETE, _ ' �y�ENS�c' ®zo1sTLFFDo TNG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM a'�t. ) -O * 6m Rx.xeI.1a.mE xsC vAoo u aMaoLG,n aI1eD 70t88 ITleOtb 03/10/15 No. ,oiNcsurRcw. PLACE BLOCK & WOOD (AS APPLICABLETEWT TESTING eENGINEERING COWNY °fi8ACH. 43-M 15-014 �n E`•,•'+�•�� rta. a�mRn-Tan.E..:(r�7en..T6s1 .,+.MLS ii • -Ron:BR 'oead.Com •geAuNeawn DR1M7R0 Ne • t WALTER 71 Jr.P.E. eeasm °^, DoE • `' FLORIDA UD.0 44167 avaw SHEET 94 OF 17 WALL FINISH .". �t OPTIONAL PAIN H000_ .c WALL FINISH v :r• 0 0.060-THICN 5.5. +10x3'SS.S.M.S.W/1/2.x3/4' Co/Aivenom c2 ��LWUSING LONG NYLON BUSHNGS(Typ TOP) ._. _.__ _- LONGS.,BOTTOFQ.IXCEPT - ____._ _AND 1' AT ROLLER G • c1,'` 0.060 THIP(S.&ROLLER HOUSING fi: OPTIONAL RAN HOOD (2)pMpN (NON-STRUCTURAL) ROLLERS 0.657'®(1"P.) 6 2SItCONT.DWOOD 1 /10 x 3'S.S. /16'ALUM.POP 'HEADER REO'. .S.SMS.W/ RIVETS,O 16'O.C. 1 0.373'LANG NYLON BUSHING W/A 0.150• COM. g N OOMNEGTI07T C LONG TOP SECTION 0,500 D.163SA.270' �1 1 O.D.MLD 0.245'LE.AND 'O'er 0.223'LONG BOTTOM � 1 or 1 SECTION 0.320'O.D.AND SITEPPING FA T '^ 1 0.245'IA. 510E(TYP.) ® yam \W I ;'ti4i 3/1 B'ALUM POP (TYP.) 1 MIN.SEPARATION 244'CONT.WOOD 1 LEN.SEPARATION ASS / Of HEADER RED., TO TO GLGLASS (�SEE SCHEDULE ON(SEE SCHEDULE 1 Or >'w (ON SHEET13) ®t STREET 13) ®t 2'x4'CONE.WOOD 1 1 1 PLATE REW'o. WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) W 1 n OOMIELT1011 C , WAIL FINISH WALL FACE MOUNTING INSTALLATION SECTION IW INSTALLATIONS DETAILS INTO WOOD AH7giq,���'' \ � .T�(�� ij FLORIDA BUILDING CODE (High g Non High Velocity Hurricane Zone) f SEE LIMRA710NS FOR ON SHEET 2Q'r���pENSF.. . �, 02015nLTEco mc. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM �K NOTES NOTE FOR COMBINATION OF SECTIONS: = 0.1/1015 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TD - IL E C®,etc. FOLDING SHUTTER CORP. BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- NOUNTTNG SECTIONS CAN 13E COMBINED = _ nwr NO h ENGINEERING COMPANY 7060 HEIMPEET RACE IN ANY WAY TO SUR ANY INSTALLATION. a Lt? e�r.,xm. oos MMra1 ONRAvs 6.AW PEST ,1 LIEAOH,FL 033113 15-01 4 A'•, TS>SN��-1sw.rm r fwe)e71-Iu� PH,7600-613-&T71 LTlaeoOeVE .wJddlnpel�ul0ernsdn ORAWRN'Ne • �O'•.,�'� r,1�P ti�: EB-0006710 WALTER A TILL""P.E. 24 DATE ALTER A Litt 44167 1 �� SHEET 70 OF 13 SIA /CIV NT' N 1/4.0 r 3/4•TENS SCREW OR 1/4':3/4' BOLTS W/NUTS&WASHETi O 6.O.C. st, rxB•(Ma.)EXISTING WOOD BEIM REQUIRED.STRUCTURAL ADMUCI` OF EXISTING WOOD WEAM M BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR 0.060•HOCK S.S. t SEE LIMITATIONS FOR ®ON SHEET 2 To PRODUCT INSTALLATION. ^� ROlem FKA151N0 --2'24'CO4 D HEADER OPTION&RAN 14000 NOTE FOR COMBINATION OF SECTIONS: REO EO. (NON-SIRUCNRAL) r?=' 1- MOUNTING SECTIONS CAN BE COMWINED ,t. $ CONINECT16H C5- 01w,ss.S.Y.S.W/1/2•e r3/4• IN ANY WAY 70 SUR ANY INSTALLATION. _ _ _ _ LONG NYLON,BUSMNGS cw._TOP) A/ID 1•LON6(Typ.BOTTOM).EXCET4. .w� AT ROLLER HOUSING CDP.) �dR :.:.,.�_T.,y,•i?I OPTIONAL RAItl—(N SIAUCNRAL)° -•�, :��+���'"a.��',,;F„ � �'� 1- FOR WOOD FRAME CONSTRUCTION:W000 MEMBERS TO +'Y". '�+• (2) 'DIT BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL •:< yy � .x;.c I i- I I,,inn ♦...a - � �3 i(_J TTTL II pppB• +10•3•S.S.&M.S.W/0.373'LONG NYLON ALMA JJJ O 18•or- RUSHING W/A 0.160•LONG TOP SECTION 3/16•Allllll. � A O 0.500.O.D.AND 0.245'Ld.AND 0223•LONG POP R (SEE NOTE') D.1NEIS, I LOCATIONN CCONT. BOTTOM SECTION 0.320'O.D.AND 0245'Ld. O 18'O.C. 63NG.270'r0.030' rYp•) MIN.SEPARATION f ULTRAFAB WEATHER TO CLASS I STROPPING EA.SDE (SEE SCHEDULE •) 1 oI®t ON SHEET 13) 81 / DI®t =04Mn SON I 5TO CLASS � MIN.SEPARATION + (SEE SHEET TO GLASS 13) J (SEE SOIEDULE I ON SHEET 13) ON SHEET 13) T ,pI® t ®t I 1 Or®t ALTQLNATE3/18'ALUM ALTERNATE LEG OPTIONAL RAM CUARD LOCATION POP RIVETSO 5.O.C. •) (NON-S1RU i) I ALTERNATE I AT RM i i L L� -(SEE N07E') ALTERNATE 3/16•AWM � J� 1� ���-_� 1 I POP RIYE75 O 9'O.C. I I I I I I I I I I EM. W2W COW.OOD PLA I F�— --_3_____"i-� II n� --'V o AT R g "�. I 9 REO'D. I I I t 3 I J/18'ALUM.POP RNER Cts O 1D'O,C.BOTH SIDESg5 _ Uoi r"'I hs 0'a,DIC.BOWM.POP RNEIS O 10' M Soo UAL d 8 iI M. ED. _ W EO E0. DECK REWIRED . v 2 xe CONT I 1/4.0 r 3/t•TEKS SCREW (NO Fl ALLOWED) 1 4•m x 3 t'1FJ6 SCREW WOOD PLATE I OR 1r4'r 3/4'DOLTS W/NUTS / / b. RED &s e•w,�TER a 6•D.C.1 / DOlBEC110N a WA91ER OR 1 BRITS W/NUTS& 'IU WASHER 0 4•; D.G Ir~ Y MIN.ED. 2'MN.GD. C3 WALL FlMSH WAIL FINISH BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION SECTION AAW OTTOM) SECTION 7W SECTION 4W 1tiR A((7yll"''''�,, FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NM• :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN V07TEO �:.•'4�DEN •. ✓�� ®2016 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM tiwN ut S• F INSTALLATIONS DETAILS INTO WOOD �� ��®,N�. FOLDING SHOTtER CORP. 03/DATE SCALE N.T.S. axe x e.aae.g.s.em,valM aNwe.R 11160 7M HEMSrRMr PUCE REST PALM BEAM FL 57413 15-014 IO,ha11rD,-1N, PX:,e0°�,3-e3T1 A.00067" gels ..�EatllgofuMmam,n ORAWiNc w WALTER Iluj 4416PiE' SNER/1 oTiJ - --- noun - - - - - -- ------- -- - IT v MIN.SEPARATION - •9 TO CLASS a� TO GLASEE SCHEDULE SS or ®Y �i F N SHEET 13)(SEE SCHEDULE or ON SHEET 13) • PAIN GUARD (NON-STRUCTURAL) 1/4.0 x 1'TE1f I ALTERNATE 3/16•ALUM. n A - .sLTTtTv oR.1/44-2o'xt = -- -- - - - - - - _ POP RNEP'O 5 O.C. - - SS.115 WRH NUT_d - - _ - - --. _ _-_ _ AT_FIEi1R,_ ... :, 9 - WAS MS O 4'O.C. I (n 3/1 To POP RNEfS ... ..-. 11 6 3 10•D.C.BM SIDES ECCE OF SLA13 IF APPUCABIE -- __ _ _ _ _ _ -_ _ _ _ • __ _ ___ _ ___ _ ___ _ __ _ _,__— - —IF APPUCARLE CTAT ANC(SEE L140YE �01 - WWOOD OWK N.RED, DECK.REQUIRED ' - (NO FINISH ALIDWED) CONNMT10H GO EDGE OF —2•MIN.E.O. SUB IF EDGE OF 2'MIN.E.D. APPLICABLE SLAB IF APPLICABLE Y SEE LI RATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) MIN.E:D. NOTE FOR COMBINATION OF SECTIONS: 2•x6•MIN.WOOD 1— MOUNTING SECTIONS CAN BE COMBINED DECK REDwRm IN ANY WAY 70 SUR ANY INSTALA710N. MIN.SEPARAnon (HO FINISH ALLOWED) FLOOR MOUNTING INSTALLATION 2•x4•`ENT'' ro CUSS ��• PLATE REU'D. (ON SHEET 1J) SEE SCHEDULE SECTION' 7AW BOTTOM) 1— FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FlNSH or®Y (3)5/t6'0 LAG 2- 2-SEE SECTIONS BW k 14W FOR MAX.A.S.D.DESIGN a SCREWS W/2 1/2'MM. MIN.ED. �i I'X 4'X 1/8' 'lo PENEIAAnCN AT 4DWIDTt1 PRESSURE RATING dl SPANS 6063—T6 CONI. (2•)OF RAFTEP/ERUSSES I p ALUMINUM TUBE 1/4•x4'(Goo—TE)FIAT EX60RG 2X WOOD g PLATE W/1/4,0 xtTRUSSES 4OOR RA MTAERX. 2.V MIN'IBOO ' A SEWS O6'O.C.IN t Q 1%ETWEENwxV TRUSSES OR -%0• 1` RATE W/1/4.0 x1'TIX (2)1/4'0 TAPCON OR 1/4Y CRETE—nEX SCREWS O 4O.C.IN ANCHORS on/14 NOS WOOD SCIEN'S OR 1/4-0 k, m 8 BETWEEN TRUSSES EDGE(IF APPUUBLE) NDS LAG SCREWS AT MIOMOFH OF EA STUD W/ 2 1/Y W0.THREADED PENETRATION INTO WOOD g STUD 1/00 x 3/4'TEL( (27 � 1/4'MAX PLYWOOD EXISTING SOFFIT O O. SCREW OR ;a-10 //4-20 ROLLERS �.�— /10X3•S.S.S.M.S.W/1/2.0 x3/4'LONG WASHERBOL S r 0.4 d 0.035'0(1YP.). NYLON BUSHINGS(Typ.TOP)AND 1'IANO 1/4'0 x J/4'TOC )BOTTOM).EXCEPT AT ROLLER HOMING SCREW a 6•D.C. iflo•J Ss.SJIS w/ z MOUNT 101M L STUDS MOUNTING INSTALLATION BUSHNGL�A�O50' I . LONG TOP SECION 0.500• 0.18;.,,x.270. INSTALLATIONS DETAILS SECTION IAW OTTOM). D.C.AND 0.245-Ma.AND Xo.oTo• ' MAX. A.S.D. DESIGN PRESSURE RATING® +60.0, -60.0 PSF 0.22.7'LONG BOTTOM MIN.SEPARATION UITRAFAB INTO WOOD SECTION 24.52'I O.D.AND (SEE GLASS SCHEDULE STRIP Dl t p ``\`LtENLEIIIUr�IEEAAAFLORIDA BUILDING CODE(High R Non High Velocity Hurricane Zone) SCALE : N.T.S. (hP.) DN SHD:TT f 3) SIDE OYP.) °r ®Y `�• �.,.••••••••••.. �/ '. 0201S TILYECO INC. D1MWx RO pENs6 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A.a.ncL _�-•-1G � FOLDING SHUifER CORP. DA,E HEADER TO TRUSS MOUNTING INSTALLATION =Tkc3f1 - :*^ nl11T 111.d ENGINEERING COMPANY 7=RENSIMT PLACE 15-014 ✓ ,,�� A®xa ae0.x.s•JOS wm6aA 6MaEae R 17,06 WEST PAW W-ACK FL 33MJ SECTION 8W (TOP) °p;. �{7�e of ,'�� �....Er6B��'EME'A",R`, 1,PAN NG Ib MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF %�,_ f� WALTER a TwOWSr71" 7F �� �• ni FLTEIa U +44tem.sr aNwn a� SIIFET t2 W FJ --- -=• - - --- rA�NuiuuT�E a MAXIMUM VAND PM=URI: CONNECTION CA ITV SCHEOULE CONNEC'T'ION CAPACITY SCHEDUL AND 90REESPONDLGMAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) Sil4T5SermS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE& CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR 8 & 2 1/4' FOR C ANCHORS) rw wW�w sots swNs a nuc ° CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE pfl rsr> mmm AT TWx CON. ANCHOR ANCHOR TYPE - ANCHOR TYPE ANCHOR ANCHOR- t4f fl s & TYPE SPACING TYPE CONNECTION ANCHOR - CONCRETE CONCRETE BLOCK R47 tW - TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 Psf 144.0' 144" ISO Ib ft A l B«D ASC' A C E VAICIF# 60" - 88 Ib ft 9 -- 425.LB/FT FT 157 LB/FT, 134 LB/FT 256 LB/FT 39 FT A 8 C A C 35 psf 100.0' 700' 146 Ib R C1 6 473 LB/FT 4t8 L$ 236 LBjFT 202 LBjFT 353 LS/FT 432 LBjFT Ci 9 417 LB/FT _ 388 L8 FT - 134 LB/FT 144" 144" 210 Ib'ft 12 387 LB FT - 334 LB 1 6 LB FT 142 LB FT 271 LB Fi 3.47 LB FT 6 461 LB/FT - 418 LB/FT - 202 LB FT 66.0 60 100 Ib ft C2 9 456 LB/FT - 362 LB FT 250 LB FT 190 LB FT 318 LB FT 380 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0" 100" 167 Ib R .6 525 LB/FT - 419 LB FT 312 LS/FT 285 LS/FT 353 LB/FT 443 LB/FT C2 9 417 LB/FT -- 362 LB/FT - 190 LB/FT 144' 144'. 240 tb ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB FT 6 502 LB/FT _ 419 LB/FT - 285 LB/FT 60.0 60.0" 115 Ib/ft LB/ 9 372 LB/FT - 309 LB/FT - 134 LB/FT • 80.0 80.0" C3 6 496 LB/FT - 375 LB 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 4B/FT 970` 97.0' 2187Jb R' .813 LB/F7 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT ' 115.0" 115.tl" r g " 466 LB/FT 370 LB/FT 157 iB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 L$jFT 572 LB/FT - 304 LB FT f44' 144" 276 ib ft C4-2 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT - 370 LB/FT _ 134 LB/FT 60.0' 60.0" 125 Ib ft 3 972 LB/FT 6$2 LB/FT 389 LB/FT 3fi4 LB/F7 500 LB/FT 753 LB/FT C4 6 561 LB/FT - 448 LBjFT - 202 LB/FT 8.0" 89.0` 187 ip ft 9 281 LB/FT - 224 LBjFT 81 iB- 83 LB/FT 143 LBJFT 103 LB/FT 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psi 100.0" 100.0' 208 Ib R C5 6 421 LB - / 9 226'LB/FT - 224 LB 124.0' 120.0" 250 (b R /FT 334 LBfFT 122 LB/FT 125 LB/FT 214 LB/FT 155 LBjFT /FT - 83 LB/FT /FT 243 LB 250 LB/FT 432 LB/FT 311 LB/FT 05 6 339 LS/FT - 334 L8/FT - 125 LB/FT 144" 140" 900 14 ft 843 LB FT - 670 L.8 3 681 LB/FT - 670 LB/FT - 250 LB/FT 60.0' 60.0' 138 Ib ft "':9 273 LBjFT 325 LBJFT 215 LBjFT - - 138 LB/FT 102 LB/Fr U120.01 1.0' 187 Ib ft CB i I 410 LB/FT 487 LB/F7 323 LB/F7 - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/F'T 215 LB/FT - 55 psf00.' 229'16 ft 3 822 LB/FT 975 LB/FT 648 LB/Fi - - 414 L8fF7 307 IB/F7 C6 6 332 LB/FT 378 LB/FT 323 LB/FT - 20.0' 275 Ib ft 4 289 LB/FT 301 LB/FT. 183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB FT 756 LB/FT 646 LB/FT - 34' 330 tb R C7 3 358 LB - _ 4 232 LB/FT 236 LBjFT 183 LB/FT0.0" 150 Ib it /FT 402 lB/FT 244 LB/FT 152 LB/FT 204 LB/ C7 -0.0" 20016 ft 2 - - - 305 LBj 3 310 L8/FT 315L8/Fl" 244 LB FT - 60 psf0.0 250'16 ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/FT460 LB/F'F 409 LB/FT - 5.0" 288 Ib it C88 736 LB FT 894 LB FT 614 LB - - G8 8 582 LB F'T 691 LB FT 614 LB FT -! I JFF 397 LB/FT 252 LB/FT t I I28" 346 Itr ft6 982 LB FT tT94 LB/FT 819 LB/FT - - 530•LBfFT 336 LB/FT 6 777 l.6/FT 921 LB/FT 819 LB/F7 - $9.0" 59.01 160 Ib ft 65 psf 92.0' 92.0" 249 Ibfft . 100.0" 100.0" R292 ,ft MIN SEPARATION TO (;Lm SCHEDULE ANCH Rs scHFDut� Sl SEE GENERAL NOPE C.2'ON SHEET 1 126' 123' ft 60.0' 60.0" ft -""'-�"' ANCHORS ANCHORS MIN. E.D. MiN. SPACING 70 pat 104.0" 100.0" R SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTIONCONC.C.BLOCK W0o0 STEEL CONC.C.BLOCK WOOD STEEL -121" 116" RSPAN HURRICANE ZON HURRICANE ZONE A59.0" 59.0" ft ZONE 1,2,3 ZONE 4 A 1/4"91 TAPCON W/ADVANCED3.502.50' 0 NJA 4.00" 4O0" NJA NJA 75 psf 100.0" 100.0" R 5'-f 0' THREAOFORM TECHNOLOGYt17' 114" ft 2 112" 1' 2 5/8' 80 psf 113" 111' 400 Ib ft AS LESS e' 1/4' 0 x 3/4' SOLID SET 3.50" 3.50" NIA N/A 3.OD" 3.00' N/A N/A' 90 PSI 107' 104' 424 Ib R >5'-id" -..^ 100 pat 101 99" 447 Ib R 2 5/8" 1" 2 3/4'} - C 1 4 t 0 psf 94' 90' 468 ib ft TO 8'-3" _ L S / ' N CRETE-FLEX 3.00" 3.00" 0 N/A 3.00" 3.00` N/A NIA 1 0 psi 87" 82" 484 Ib ft >8'-3" E 1/4" 0 ITW-DUILDEX NIA N/A N/A 1.00" N/A N/A NIA 2.00' 130 psf So' 76' 483 ib R TO 12'-0' 3 1/2" t" 3 5j8' TEK SCREWS 140 psf 74" 7O' 48416 ft X14 NDS WOOD SCREWS OR 150 psi 69 66 483 lb/ft i 4" NDS LAG SCREWS N/A I N/A 0 N/A N/A N/A 2A0" NIA 160P 65 62" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. w 111 f�•j�ofi, + EXCEPT THAT 3 5/8" SHALL BE USED � FLORIDA eUtt0tN0 000E{ugh&Nan ifigh Yslacny HurrLcane Zona} L+:MAxuvu AYStXXAf3LE.PRDDUCT SPAN FDR A FOR MOUNTINGS AS PER SECTIONS 3, 4`INN 1GEIV19 ®s°ts MY=°C TITAN it FOLDING IMPACT PROTECTIVE SYSTEM OVEN PDSIINE A.S.b DESIGN PRESSARE RAIM. L �". aaryt' L-:MAX.ALLOWABLE PRODUCT SPAN FOR A •4, 4A & 7A. --- M%"NEGATIVE A.S.D.DESIGN PRESSURE C r RANG '.� FOLDING SfiUiTER CORP. •,. flUAL MAXNUM ALLOWABLE PRODUCT SPAN IS *: 711117 7ESiiNG Q CLNEEA9NG GOMAAt1Y 7089 FE16°PfE7 PtA[E EQUAL TO THE MINNUM DLTERWNM PRODUCT '�'. S T .:�' ms xa aae,a.,sa.at anwu awaa�n v,ea WtaT PAT STREE FL AM a"..:±seem-,®,ra..Iamisn_,y, the te°o-ea-esn 15-014 $PAN BETWEEN 1t+'ANO'L-. %yp��, �Q IOp'',.''<t�`': -ten•-u ��am ,,...#w&vendt_ OPAWM M. =; WAtnit A.n+4.PIP s,Ec1 - gu 1 1t.°Rrtu u� utsl .t^w. 13 a to