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HomeMy WebLinkAboutProduct Approval 1 � . • • . MCastle P, IRV NqV IRV Impact Windows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet.Mce West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: LOPEZ,NATACHA Wind Zone: 160 MPH. Address: 170 NE Floresta Dr Exposure Category: C River Park Minimum Building Dimension: 36 ft. Port Saint Lucie,FL 34983 Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device IF Device Device Max Positive Max Negative Number Zone Width(in) L Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 97.5 81.5 7 29.8 -32.6 2 End 188.5 37.5 7 28.9 -35.7 3 Int 26.5 26.5 7 33.5 -36.3 --_ -------------------- -------------------- - -------------------------------- -- -.... ------ --------------------------- - --- - — ------------------------- ------- 4 Int 26.5 26.5 7 33.5 -36.3 _..-- _.... -------------- ....._..------------------------------------------------..__..._..----------------------------------------------------------------------—------------- .__.._.. ------------------------------------------- -- 5 End 37.5 51 7 32.9 -43.6 -----...._.._._.._..-----...----.._._._....---------------------.._..__-------------------------------------.._..-----_----------------------....------------...._.------------------------- ---.._..---- ----------.._..---- - .._.------------------------._. -- 6 End 72.5 83.75 7 30.3 . -38.6 . _...----......................._....._._...._....................-....._..........------..__..._....__.....................----..............._.........._..........__......_._.............._---.--._................_...-........_................_.._.._....-............-------........................................._....._.._...........-.—_......._......................__......_.._.._.--..._...._._..........._ _..._. 7 Int 72.5 83.75 7 30.3 -33.2 ......__...-....................--....................._..._._................- ......-----...-...._......._......................-...-.._...----._._.......................-----......._....-.-.................._..................---._.............._....._..-------.—......._..-........._..........-..-----.....-...-.._.............. ----- .......... _ -- 8 Int 37.25 38 7 33.5 -36.3 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 Florida Building Code Online Page 1 of 2 x _ BCIS Home Log In ; User Registration Hot Topic Submit Surcharge Stats&Facts Publications j FBC Staff BCIS Site Map.� Links Search Florida 'ui Product Approval i- USER:Public User r" Product Approval Menu>Product or ADDlication Search>Application List>Application Detail {fG •'� FL# <ED Application Type Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical 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 Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LJ 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 12/31/2018" Validated By Jorge A.Pomerantz,P.E. G Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQ Qe6r 1 Z... 6/19/2017 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 F 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 #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 RI II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.)d 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 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.Ddf Created by Independent Third Party:Yes Back Nezt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovricht 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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: � Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDov2aBQpHpQQe6r 1 Z... 6/19/2017 Customer: LOPEZ,NATACHA WorkOrder Number: 05262017008NO301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -32.6 97.5 81.5 115 88.5 85.25 9"o.c. 9"o.c. 2 -37.5 188.875 37.25 207 40.75 37.5 9"o.c. 9"o.c. 3 -36.3 26.5 26.5 40.25 31.5 28.25 9"o.c. 9"o.c. 4 -36.2 26.5 26.5 40.25 31.5 28.25 9"o.c. 9"o.c. 5 -43.6 37.5 51 51.75 56 52.75 9"o.c. 9"o.c. 6 -38.6 72.5 83.75 92 86.25 83 9"o.c. 9"o.c. 7 -33.2 72.5 83.75 92 86.25 83 9"o.c. 9"o.c. GENERAL NOTES: 1.71TAN II FOLDING IMPAC[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 SM70A ANY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(FMR AND OUT OF THEM (NEAR). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'P CRETE-FLEX.AS MANUFACTURED BY IIW/BUILDEX. INC&ELCO CONSTRUCTION PRODUCTS.RESPECTIVELY.OR/ 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 162E(MM& 1809(NNYHZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REWIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A,DIRECTIONAJTY FACTOR .N4m* Kd-0.85,USING ASCE 7-10 AND SHALL NOT IXC®THE MAXIMUM AS.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER 10 VF711FY THE ABOVE CONDMON.ILITILUE DFSIM WIND LOADS DEUFIEMm PER ASCE 7-10 SILL BE FIRST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NOS WOOD SCREWS OR ROXICED 10 ASCD.DESIGN WIND LOM Of MUUIPI.YNG TIIE]II BY 0.8 IN ORDER TO COMPARE THESE WI WK(ASD.) 1/4'0 NOS.LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C1 THRU C4 AND C6 THRU CB DESIGN PRESSURE RATINGS MCATED ON SHEET 13. CONNECTION TYPE,AND Y FOR CS, 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.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN C.2) MINIMUM FADE DISTANCE OF 1/4'0 TIWCON OR 1/4' CRETE-FLEX OR f14 NOS WOOD SCREWS OR 1/4'0 NDS ALLOWABLE STRESS FOR WIND LOADS WAS BU USED IN THEIR ANALYSIS.A DURATION FACTOR CD= 1.60 WAS USED FOR VERIFICATION LAG SCREWS URD WOOD SHALL AS SHOWN ON SHEETS 10 THRU 12. OF FASTENERS IN WOOD. 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.VENDER OR PAVERS BE FOUND ON THE DOSTING SECTIONS 1628&1809.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH M REACH THE MAN SUBSTRATE BEHIND SUCH PANELS. (H.E.LI.), HURRICANE TESTING LABORATDRY(H-LL)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 A r- TAS-202 AND TAS-203,AND AS PER SUBMTITm STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTION 1816& 1804 OF THE FLORIDA BUILDING CODE (D) TO EXISTING SUET].STRUCTURE:MIN. 12 GAGE;FY-33 161(MIN.)MALLEIN.. 2 STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&®SHALL BE g 10 x 3', 410-HT MINIMUM SERIES W/173.6 ksi YIELD -1/4'0;TLV BUILM lEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE STRENGTH.SCREWS SWILL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS NOTES., MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESTIER 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 OF IIW BUILDEX TEX SCREW 1. FOR 6083-T6 ALLOY AT SLATS SHALL BE Fy=25.9 ksi, ' 4.ALL SCREWS TD BE STAINLESS STEEL 304 OR 316 SERIES W/50 k9T YIELD STRENGTH AND 90 kd TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TIW/BUILDEX TET(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.R 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 SKULL ONLY BE ATTACHED TO CONCRETE BLOCK OR 5, BOLTS TO BE ASM A-307 GALVANIZED STEEL.OR NSI 304 OR 318 SERIES STAINLESS STEEL WITH 35 Loi 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 M WAIN.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: tp-PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUIL.DEX,INC.TO MIN.fe-3192 psi. WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS TO MIN.fry 0 psL IASEUNG 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 SYSTnVS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY VOTES: BUILDING AND ZONING RMIS ATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A7)MINIMUM EMBEDMENT OF 1/4'0 TAPCON A14CHDFZS OR 1/4'4 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.ED.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(EJ).)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE.STIE CONDITIONS DE WE FROM THE P.E.D. AL2)3/4'SOLID SEF ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSEAuaw INCLUDING LIFE SAFETY OF THIS No EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SINAL.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 CONTRACTORS RESPONSIBILITY. AL3) 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. ANCHORAGE SHALL BE AS INDICATED ON NOTES At &AL2 ABOVE (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTEREDDWHO ENGINEER S ONSIBLE F WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE ftE5QDN98LE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE RED.ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. -1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILDER.INC. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SFAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED R. N47TS; THIS DRAWING SHALL ONLY BE USED TO OBTAIN 8.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERIItTS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ETI.)SHALL BE AS PER SHEET 13. LA,Kj/C rYrrgir FLORIDA BUILDING CODE(High & Nan High Velocity Hurricane Zone) B.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY ETABEDDED(7/81 INTO THE CONCRETE BLOCK UNIT.NO .-•-•. L EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1/2'LONG d L �2ots TalECO INC. ORn11N Br. MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IRAN II FOLDING IMPACT PROTECTIVE SYSTEM A O./LLL 9.3)N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, (13/10/18 ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE /-7-L E C O E N c. FOLDING SHUTTER CORP. 1M,E SHALL.BE AS INDICATED ON NOTES B.1 &B2 ABOVE 7008 IM BEACH. 1.PLACE 33 c3 JL6CjE TL11T 7FSEINO Q ENGINEERING COMPANY .��`` eme xa xa.a st.sa twit aN�on e.snw W75T PALM IE/[JI.R 3341) 15-014 ltcs. �not15�eoaol.,w�m�tssl te00-MS-677t EB-0008719 '�'A0e1e�e txavAxo Ib /fir�Y RID WALTER A.TxL7f Jr.PE. -.1 10°� r�rV"'' OWN 1E FLORIN tJe./4{107 m.>.o. wnsn. BHEEY 1 OF 1J y i soca• J7J• 791r' eN.S ar��© SLAT A7NDOW ©b—END ©FLATa ay B ED , 606J-T6 ALLOY 6063-TS ALLOY 606J-T5 ALLOY DETAIL ON SHIMT J) 3BE�USED HON 1GHER�>��£NS ® INTERIOR CENTERPIECE 6063-T6 ALLOY MFASUREV AT BOTLOM OF OPENfNG 6O6J-T6 ALLOY SEE COMPONENTS 20,21 &22 ON yA' SI jEFT 3.) J.Oe.Y ,NT• 71Y t-2I]7• 2figQ' 198/• 27N' YAI3• .J0.!• r12- R LIFO 2i .(Mt• DAa — 1 .1 g J .087• u Leta• .—Ti `� -�• fA50 ' N — — — 4 T96Y '�• EL — — ATI• �1 .O4R' f>R4E) L2m -z=- AM STALL HEADER 2p MAX B'O' CEILIIVG HEADER BOTTOM SILL TRACK ® SILL�HEAD TRACK ® �oT1'oM TRACK ADAPTER 6063-TS ALLOY 6063-75 ALLDY 6063-T6 ALLOY 6067-T6 ALLOY 6063-76 ALLOY me zeas t2 •e0D" COMPONENT a 6 ti t2 .650' .O 2" 5'MAX. 0.125' 0.125" • Y 2" 4'MAX. 0.25" 0.25' _ Law• �� 1© 1' 2"MAX. 0.062' 0.062' S ALT. BOTTOM TRACK ADAPTER 02 IN BOTTOM RAGUARD �� ALUMLEW ANGLES ® RAIN HOOD 6063—r5 Auor 606J-76 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY COMPONENTS Jaa PL�7uy;J8• _ I" Hurl \\\ 1TT� FLORIDA BUILDING CODE(High &Nan High Velodty ieane Zone) ••BENS' � ®sols nlEOO,Nc TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM WN B* X" ;ya:• V e © 3f8"0—I6 ACETAL ® �aaa I/TL E C O�w�. �'�10��g FOLDING SHMER CORP.' D�1E LOCKING TUBES =� _ TILU7 RESTING Q ENGINEERING COMPANY 7= T� THUMBSCREWS �T CENTERPIECE ® CORNER POST =* �� �€ _ ® "�>��w.mm ,v,— '"�7m �-�1�"" 15-014 a—fnae:Ilerooaelcan ....rall,ganulen.mn, I>fuvnNo Na FOR 4 & 6063-T6 ALLOY O'. `�.� ®WALTERTUI Jn P.E arz r ®iu mn rv.Y mrr� o,a j il$C FLORIDA U.0 44167 SHEET 2 or 1S too \\ �//ll1i111111�11\ li �I I I I f2i4M re I (J)ROWS OF i v awrTrp� I mraATT� I r/{'/HOLES i .m � - i xae .ACED 1 -----� TABLE 1: SOURCES FOR & 1 I , O , J/B'APART Z-CUP EACH SIDE I 000 I IN BOTH ; ; i OF W7NOOW(SEE TABLE 1) OPTIONS gµD,lRO B4 SMAC/bADYAfif i 00000 ; D1RCT10NS. T 1 SLATS i 00 T SLATS I (�W nn ; TYPMN.PROPERI1f5 R�EWE 1EALN/SaDWE PLASTIC 10LUClRLE i 000 i KNUCI2E i I LLCJ YMOWN Jf LDW/0.T ROM (Iyp) i 0000 i ) I 2� B719G61.: 0 i i i SPECIFIC GRAVITY A5111 0792 O.WJ m/In OA43 A/In 0VIEVIW Op00 i L. �_-1 WADOW MERdI6EDCdL: o TENSILE HELD STRENGTH ASTM D639 9.400 p.a.L 9.500 P•eJ. . BArP91I,a/ FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p•.J• 15,400 p.l. SAM—IN ENO MODULUSFLEXURAL �0790 310.000 p.nL 345.000 P•s.i. x i I p 13 I I CUP TOP/BD'To" NOTCHED QOD ASTM 0256 18 FT-IE/In 17 FE-16/In o so 1.000' I C2 I I OF WM W p1nF loner p1ARALTFRR'flCs: „~q p '{NU- ' �q$ i i I `� (SEE TABLE 2) Z O I .4�¢V I SVOKE DETF,�IEY ASTM D260 47.2 S 64.5 S 1Wf RATE OF BURNING /SIL II835 C-1 CLASS C-I CLASS h i ' I i 1q SELF TGNMON ASN DIM 10407 980'F D_> I I ASTM 0155 SLAT WINDOW 0.064'TM AIA SLAT WINDOW l�i�il ; i POLYGIRBOH47E MEWING 7E71mE STRENGTH AFTER WEATEEPoN6 /5111 638 9702 f>Jl 8810 0...L WMmW(SFE TABLE 1) TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 pl. 8E18o P.01. 2 I I i I e Des � !.0170' i f� i ' -AWL(2)WINDOWS WY BE M ONE SLAT SPACED . avon I µ1X. A AMRJUM OF 24'APART• WITH 12'MIN.FROM O10S OF SUT TOP&B07R1M. � T TABLE 2. SOURCES FOR ®SLAT MLLST INSTALLED A0.NCENT ' TO CE7J1FXPlECES 4 OR(f NOR AT CORNERS OF PRODUCT. WSTFR TOM CCARAM' tk I rMCAf.PROPER F5 ✓� BLACK NTLW PART 000 0-0 x2g Iii ' 0Q0Ii Ii ti--(-I,-�---IiSIA Z! f'3—EVAT10N) D l i ppgl- Nwr u. /024a2Ls1IDs4miB • 0H0 SPECIFIC CRAVRY ASTM D792 SLAM OO SA7I ME. N 0 0WAIDOW TENSILE YIELD STRENGTH ASTM D638 11,500 pA.L (TIP) 00FLEXURAL 6TIMCM AT YELD ASTM D790 15.000 p.sl00 1)ROW OF FLEXURAL MODULUS ASD790 450,00°psL00 0014'0 HOLES 0 1 EA.SPACED i L___ ._J I .014 Q0°T' NOICE®¢OD ASN D256 0.6 Ff-te/x, JIB'APART i fzMnaciwNlcc I 'msurem°N i AV B07H maRr oTTw mae I DIRECTIONS COEFFWff OF THERMAL EXPANSION ASN D696 5.5.10 InAn-r i I 21 Z—C @ SNAP—IN END CLIP T�o+PE�aTUTa As a o54fe �� - 70 BE USED AS AN OPTION TDR All INSTAUARONS (9 SLAT RTDVDOW ZLE,'Y UW UNDER URGE MSSILE MAY INCLUDE PERFMl7WS AS PER THIS DUAIL TYPICAL 1A SLAT WINDOW DETAILS -ANX.(2)WINDOWS MAY BE M ONE SLAT SPACED ^`i "I"• .f2) RT(AR4><EYERI''N SL'E S W . Zn0 VIEWING WINDOW & X211 . 2n2G CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) 1 SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) 'ISI /p FLORIDA BUILDING CODE (L4'igh&Non High Velocity Hurrie°na Zone) .� „•„••• ®�1s nTTDw/Ic. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM RA Eff. EN v IL E C O�Mc, 15 FOLDING SHUTTER CORP. °'/DATE” • TILLTT TSTINO R ENGINO31ING--PANT/ 1 ®N1r,x s.m.u�alN o4aa�q n al 7009 H�TPLAE TmP D81FIL 15-014 Z iE: ATE QF '� 1Tm.(7o61mT-Tim.M.fm791T-uiI :fe 169D-643-677t o—m E -DOOU7 ad.oem folBryd�Nlae.oun DRINRIC Ne A'•• WALTER A.T�ILLR1Jr.PE ems nos mar me.nr• FLORIDA U.#44187 WM�n a SHEET J W IJ r T, I 6 7 O8 8 + 1 A it 2 or 3�W/ Q3 .16 ,(� DR 19 4 OR 5 8 (2) M w 2 d cn USE (2) AT 30" 1 5 ♦ ♦ NOTES ON®At LOCKING TUBES®AT OO&50_ O.C. FOR SPANS '� 2 to w UP TO 99' 0 1.TWO(2)®SHALL ALWAYSBE USED AT PRODUCT'S YIDSPAN SPACED AT 30" O.C.FOR SPANS UP TO 99'.USE THREE (3) I FOR LARGER o USP) FOSER ®AT 30"O.C. SPANS SPACED AT 30" O.C. AT MtOSPAH. COMPONF T bZ�MAY BE AN_S INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES (n THAN 99 UP TO 144' 4@OR©. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. d' 2. (2) LOCKING TUBES SHA ALWAYS BE USED TOP O BOTTOM AT v o y PRODUCTS CENTERPIECES 4 OR$6 AT ALL INSTALLATIONS. LOCKING TUBES 41 ®SHALL BE SECURED W LEVERS AS SHOWN'ON SHEET 9. 10 OR 18 (2 1 SEE LIMITATIONS FOR®ON SHEET 2 1 l IS., END CONNECTION DETAILS ' ON SHEET 9 TMP. FULL FOR 6 , O, O+ 13 , O+ 1 6 CONCRETE, CONCRETE BLOCKOCK OO R WOOD INSTALLATIONS. O O O © , O 9 + 10 9 + 10 + O 1 9 + 11 UNLIMITED WIDT ' TYPICAL ELEVATION a 4 NOTE, SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTKINS 7, 7A & 78 ON SHEET 7. SEE SECTIONS 1W& 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. ` � SEE SECTIONS 7AW, 7BW, BW rf 14W ON SHEET 12. FLORIDA BUILDING CODE(Nigh & Non High Velocity Hurricane Zone) 02°15 TLTEEO NC. TITAN If FOLDING'IMPACT PROTECTIVE SYSTEM °fit�\ .L 41 7 ;k" I L E C O�t1o. /15 FOLDING �IURER CORP. °�10 DATE * p} ,•L(, TILLIT TESTING&QIGINFERINO COMPANYW9 HEM3TREEr E eGr Ia.3lEi.s�a.�.wraER otm°a n�1 ttFST PAW FAG3 R.W 33413 15-014 y/'/OF \;S• ��t-tSn ,nom..tfd mn oruw110 m �, WALTER L TILLD Jr.PE o.r vn: a r mso ov �p, E1.OWOA Ue./44td) mods SHEET 4 OF 13 POURED CONCRETE' OR CONCRETE BLOCK WALL REOUIRED, OPTIONAL RAIN HOOD POURED CONCR£fE � EXE011C NON STRUCTURAL WAIL OPTIONAL RAN HOOD (MR-STRUCRLRA.) REWIRED. TRIM!(DECORATNE HEAD) CONNECTION J) O�0 TRI�� (NON-STRUCTTIAAL) (Np) B 1.000' 2.500'MIN. MBI. E.D. OPTIONAL �5I RAIN HOOD •j Y/%r/%j (2)NYLON Z--r�Y (��13) �� a2 / (NON-AWICTIIRAL) . 0.855'/(TYP.) I II 010 x 3'S.s S.M.S.W/ 1 t 3 0373 LONG NYLON 3/1W ALUM. 3/16•ALLM.POP RIVETS. BUSH NG W/A 0.150' CONE POP RNEf - O tar O.C. I (2•x4•MAY n = LONG TOP SECTION 0.500' 0.163x0270' O 16'O.C. -�1 n O.D.AND 0245'Ld AND 1/4'/nw BLHLDDT I I' u"1 1 0.273.'um BOTTOM ULLTRAFAB I MN SEPARATION Tt�EADFutal/ 1 1 SECTION 0.320'OA.APO WEATHER POURED CONCRETE TO GLASS OR 1/4'/FZCO 0.2TEX 45'I.a. �PPNG EA OR CONCRETE IDDCK (SEE SCREDULE 1 or ' �PROUICIS I S/CREW OR11 20'x1' J/16'AWN. I •) •) 1 or WALL RE pED. ON SHEET 13) T aLq CRETE-FLEX W/1 3/4' I S5.NS WITH NUT h POP PhEfS, ®T A ® 44 MBL EMEiFDAQIf O e'O.C. 1 WASHER O 4'O.C. a 1B'O.C. � � 1 T or POURED CONCRETE I I ®T OR CONCRETE BLOCK MBI.SEPARATION WALL RE.I.- I / Or TO GLASS / Or (ONESHEET ) ®T W I MRI.seYARATION 1 s 1 TO GLASS SCHEDULE POURED CONCRETE (� 3) OR CONCRETE WALL REWITED.L�. 1 ON SHEET 13) 1 or W (SEEcmfiac�13) %6 1 1/SCREW OR 11TEEK /440-20•x1• T Y SS.MS WITH NUT h •i I WASHER O 4'.O.C. . a nw ITNLDEC , x1'IANC NYLON BUSHINGS THFiFADFORM =OCSY CONECBON Cl /' (Typ.BOTT010,AIW 3/4' OR 1/4'/Elm wt (SEE St�aT 1) LONG(Typ.,N>P>.f7L AT WALL FACE MOUNTING INSTALLATION OONSTRL=OA PRODUCTS R°�1 SECTION 2 MIN.T]IBEONENfWO 6 0.G (2'x4'MAIC) ALL FACE MOUNTING INSTALLATION DF so SECTION 1 ,n. SPACING �arnLNG GROUTED BLOCK REWIRED 1,0pp 2500 MN. ( r POURED�CR� MOI• E-D-� MnSTND NON STRUCTURAL / WALL TRIM(DECORATWE All) 0 6 AHCHWI SPAONG STAGGERED. ANCHOR SPACING DECORATIVE WALL. TRIM TRAPPED DETAIL TOR-L6) MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE IMAX.A.S.D.DESIGN PRESSURE RATING - +65.0, -90.0 PSF & CONCRETE BLOCK ISI //jr7j'i FLORIDA BUILDING CODE(High & Non High Velocity Hurticana Zone) SCALE: N.T.S. �Q:,.•��C EN S,�._J�,•� ®2015 TU[To INC. TITAN n FOLDING IMPACT PROTECTIVE SYSTEM DIMAN BY: AA:/L.l IN FOR COMBINATION OF.SECTIONS: * E.D. =EDGE DISTANCE �--� /� [A111�1f� 03/10/15 SEE SPECIFICATIONS DISTAN ON SHEET 13 IL E C O SNC. FOLDING SHUTTER CORP. DATE 1-MOUNTING SECTIONS CAN BE COMBINED ( ) Tana HENSTREET PUCE a oa S 1 t Ct TILLIT TIESTING ENGINEMRING qP �IN ANY WAY TO SUR ANY INSTALLATION. WEST PALM BEACH,FL 33413 PN:I8W-643-6Vl 15-014 0 'A(I R.fRtxmOeal.aem xw.fd?gdwtive.com DMWMG Ne T SEE LIMITATIONS FDR®ON SHEEP 2 -•,� � !N/'LmiA 11w7144 P.E. g� ELaBDA Li 1 44167 agar• 5!ff}.T 5 LH'13 �+�illHllll 7• 114-%;V^'TEKS SCREW OR 1/4'x 3/4' S W/NUTS h WASHER a 6'O.C. 0.060•THICK S.S. POURED CONCRETE OR ROLLER HOUSING I MM.SEPARATION I MIN. GLASS CONCRETE aLoaC WALL TO CLAM lO Cl/ED SCHEDULE— REQUIRED OPTIONAL RAM HDOD I�—(SEE SCHEDULE I (SEE SHEET 1 E CONECTIM C4 �• - (NON-STRUCTURAL) i ON SHEET 13) T or N ON SHEET 1J) ! T (SEE SHEET 13) A.TURNATE 3116'ALUM.Ss.&M.S W/IIn ALTERNATE 3/14f ALUM. ®t x3/4•LONG NAM BUSHINGS POP RIVETS O 5.O.C. POP RINETS O 5'O.G. (lyp.TOP)AND 1'IDN,Mp. AT REAR AT REAR. 1 HHCXJSI G IXC) AT ROLLER I tG W (2)NYLON • oassRai(�iW-) 1 9 1 ^ EG ED 9 A� 'U I J/I6•ALUM.POP RIVETS 1 O 10'IutAM. SIDES s 0/16* O.C.BOM SIDES / ORIENTATION 8 RIVETSO 16• C• 0. Ss. 0373•LONG NYLDN NT.0.163•x MIN-J/4•PLYWOOD BUSHING W/A 0.150• I MIN.SEPARATION 0-27("x0.030' '� mrN.3//44'PLYWOOD Q 112•All% REOUOLEO LONG TOP SECTION 0.500'1 TO GLASS ULTRAFAS d O.D.AND 0.215'Ld.AAO WEATHER ,1/4'0 iMCOtS OR 14 $o 0323-LONG BDOON ( samuLE STRIPPING EA -Oor CRETE-FLEET 1/4'7HRNUT U DOLT W/ SECTION 0320.O.D.AND ON SHS 13) SIDE(IYP.) f R ANCHORS 6'O.C. WASHER k O 10'O.C. 0245'I.d. n S - EACH SIDE. (TMP•) 1/4'THRU DOLT W/ 1/C o TAPCONS OR POLIRED CONCRETE OR HASHER$NUT O 5'O.C. CRETE ANCHORS 6'O.C. .. I CONCRETE BLOCK WALL _ E T or REQUIRED 6063-T6 CdMk'ALU11. CONCRETED- POURED WALL ALUMz1ANGLE�OR-76 BENT PLATE ALTERNATE 3/16'ALUM' ®t AN(RE REWIREI 'POP RIVETS a 5'O.C. AT WAR. STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 Id /� MAX.A.5.0.OFSICN PRESSURE RATING=+66.0. -66-0 PSF MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, X66.0 PSF W 0 • '3 Cis c s g 1 '•t 3116'ALUM.POP RIVETS O MIN-SEPARATION x 5 7 10'O-C.DOTH SIDES SEE SCHEDULE / ^$ �(ON SHEET 13) ' •2 1 ALTERNATE LEG -0 or 1 A ANCHOR ®t W ORIENTATION CONNEITW( 3 $ANCHOR LEL •d %/.%����/��/%/I%�i ORIENTATION J/4.1IX5 SCREW W/ POURED CONCRETE OR S/B'WASHERS/4- CONCRETE CLOCK WALL m.WASHER O + 1` UILD—OUT FACE MOUNTING INSTALLATION CONEImm C4 j o SECTION E0. EO. 1/4'0 x J/4•TEKS SCREW OR POUR� � OR 1/4•x J/4'BOL15 N/NUTS CONCRETE BLU ETE $5/e'WASHEt OCK INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION scAll : N.T.S. X111 ON 4A (BOTTOM) FLORIDA BUILDING CODE (Ifigh $ Non Nigh Velocity Hurricane Zone) ••,.•�'•••.••••J9i�' 02015TIMOO HNC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORM er NOTE FOR CON INATRON OF SECTIONS: * E.D. - EDGE DISTANCE vP' \\CENSE •, 'L•``/L"' �� /10/15 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 'O SMC TOIDING SHUTTER CORP. D3DATE IN ANY WAY TO SUR ANY INSTALLATION. `T wre 7IlJJ{TESTING tr ENGINEERING(:OMPANY WEST PALM FLIM HE19PREEr 33413 A'•, ST p ,: aen rae au.s+.s1._m Waa�1sniTsstee Pte HOD-543-6371 15-014 t SEE UMITATIONS FOR®ON SHEET 2 f(I r t , A-moh NLemOeel.eam xn.falaingaeMoancHx DRAWING W Nthi� WALTER A1J-.PX- v.r ocx FLOR R A Ua/44167 --1 xma 5![ET 6 OT 13 'A!!!!l111111IH11� .. r� •YIN-E0. POURED CONCRETE CONNEOMAI CS REQUIRED (SEE SHEET 13) DOW THICK SS ROl1Efl HOUSING OPTIONAL RAIN HOOD NDN ( -SfRIICNRAL) n'� (2)—N '� 10,3•SS SM.S.W/1/2.0 ROLLERS G-855'0(LHP.) (TM LONG NYLON OUTM AND I- G CTYS � OM),EXCEPT AT ROLLER I 8 Ht1 mG a10:3'S.S.SYS W/ 0.373'LONG NYLON 3/16'ALM GUSHING W/A 0.150' POP RNEIS• I LONG TOP SECTION 0.500' a 18'0.G O.D.AND 0.245'L&AND CONT.0""x0.270',0.030' 0.223'LONG BOTTOM ULTRAFAO WEA . SECTION OJ20'O.D.AND STRIPPING EA SIDE(TmJ 0243'Ld. T Jr TUINW 5 ®t au�i TO GLASS� ®t me v (SEE SCHEDULE— MIN CHEDULE ' 1 uIN- ORATION ON SHEET 13) ro tuts �Sim�� ®t ,S{' MHN.SEPARATION 1/4'!x 1'TIX SCREW OR - TO GLASS m 1/46-20'x1'S.S.MS YWfII (SEE SCHEDULE 1 07 H OF'nm&RAIL GUARD NUT d WASHER O 4'O.C- ON SHEET 13) (NON-SIRUC m) I 7 ®� ALTERIIATE 3/.16'ALUM. OPTIONAL RAIN GUARD POP RvrE15 e 5 0.G (NON-SIRUCNPoW) AT REAR. Af IZ 3 ^ FR N ALTERNATE 3/16'AJnL - ii < wm'i I .i POPS es`O.c. 9 •in•� Y 3 3/16'ALM.POP RNETS ANCHOR .1s BIW CY 9 e le O.C.BOTH SIDES (SHE SHEET 13) /16'ALUM.POP RIVETS Lw_�_T - e 10'oC BOTH SIDES EDGE . SLAB IF APPLICABLE / SLAB IF IF / Pol1Rm COQUIRED BION Q APPUCABLE REQUIRED (SEE SHEET 13) DEQ. ELEDO.CETE PGURED CONCRETE / REQUIRED. - •MN.ED. REWIRED } CQWNCIaI _ •km E0. •IAN.F (SEE SHEET 13) •MIL E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. FLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zone) `����( "'•"••. t/44 ®2015 iL7EC01NGTITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM' N[fTF FOR OOMBIHATION OF SECTIONS: * ED. s EDGE DISTANCE �Q;••'\\pENS AG/LLL IN MOUNTING TO SUNT NANYINCO 9TALLATIONIN� (SEE SPECIFlCATIONS ON SHEET 13) - FOLDING SHUTTER CORP. °'/'a/1B IL�Fs a� MUT TE NO R ENGINE EiaNO OIHIPAN'T 7069 HEUSTEET PLACE - as»"m 3.as sa— wela n.ansa NEST PAW BEACH,FL 33413 15-014 1 SEE LIMITATIONS FOR®ON SHEET 2 �A9: A'" ��L�� �, 11:Ot—ft amn tom lft h t" DRAWING N. rw MI.m�.aLmrn "..t WALTER A T0.1fT Jr.P.E. m r .or.,e ea, aw r .mns FLORIDA Lfa/44167 SHEET 7 OF 13 ��1f1Bu6N1l11\ll� }• x s3aTe On l R=II,comawE 6Ae•YAC ll@ PFR 6da»UlE Oleo 1TNL KPLIPFe IgE Ia)et01s OF 1/4Y MWOM X X ANCKM(hp.)I=sOFmw / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) +k , (a) +'.3/4'TDa9Cf3.M AT 0.G 1ON01npNLL7. --- - -------- ALLOWABLE TUBE REq'D ANGLE NUMBER OF ANCHORS --- --- O O O - 0 O O TUSE PER SO1mLLE -- --------- - - TUBE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE 0 0 0 o SIZE PRODUCT SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1/4ti.3/4•TO1 5o3W 1/Y TIP. TUBE TUBE TUBE O 6 OA y 344• 3%3, g 60' 106.0' 13 8 m g 2"x4'xt/8' 96" .85.0' 17 10 ANetE 144' 69.0' 13 8 A a 3<Y a th 80" 117.0" 17 10 O t 41 '1'x4"x 1/4' 96' 110.0' 21 12 soEY&A t po- CM) 144" 91.0" 21 12 r so" 109.0' 17 10 SPAN TUBE MOUNTING INSTALLATION TYPICAL E1.EVAT101s1 (TUBE AT TOPS �,�.fLT2'x5"x1/8" 96' 100.0' 21 12 SECBM X 144" 81.0" 17 10 3iYt.1LT3. SPAN rimfpcom t t/x•EOL 8p" - 124.0' 21 12 paraxnm +/x'"P2"x6"z1/8' 1 96' 114.0' 21 12 a a 144" 93,0" 21 12 ®t YM•a 35.3•a 3�4•a 3'x3•a *VALID ALSO FOR MIDHBGHT TUBE INSTALLATION ONLY WHEN THE SUMAMON OF THE eO d/4%1LL' t gy d•.f/41 LFN0111 9(UITERS HE)CHT ABOVE h BELOW ON NOT EXCEED THE PM.PRODUCT SPAN (SEE SOEDI3E) 60 (gEE m1FD1 Y Y TABLE 2: MAX_ SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHQGM) 0 0 0 o TUBE PRODUCT M ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS o shot/`6'�SCRINF _--- - _-- SIZE SPA(,( SPAN LENGTH E0. END PER END OF TUBE • - - -- - 'a34Ya - ------- --1------- raw...wmN w°nmr 9° WO-TO ALM.MIME 60' 76.0' 13 12 (Sm som"n (6)1/4•.3µ•119 suer 4.MR.SPAMO wd SVAN Am pm Sa E 2".4.1/8' 96" 60.0' 17 15 n000•YAK AT Y O.C.EM!@nl� Y. s'mm 144" 48.0' 13 12 P.=CONCREW r mnl (�L-j4I= TYPICAL ELEYA AT BOTTOY) 80' 87.0' 21 18 SPAN TUBE MOUNTING INSTALLATION 2'x4'xi/4" 96' 79.0' 21 18 SECTNIN Y 144" 65.0' 21 18 (6)1/4'.3/4'TDa SCREi SWG KT3. 4 in'FS SRW T11!£lD1GEF AT r O.G Lawza W LY. Y 4'a 31S•a 357.1/4' BO' 77.0' 17 15 tE1+C111 ems-m Aum.aax Pvaxc 1n'W. =w Ile. (SFE�uEL7 tr 2"x5'x1/8' 96" 70.0' 2t 18 (nP.)(sFE SmExtO w O t 144" 57.0' 17 15 BO' 88.0" 21 18 OtH 2"x6"x1/B" 96' 81.0' 21 18 ZZ d� 144' 66.0' 21 18 N' V o 0 0 o INSTALLATIONS DETAILS Wf SPAN TUBE_INTO POURED CONCRETE v+y x 3/4•TMX SCMV OR GROUTED CONCRETE BLOCK WALL n000'MAX a e•ac o a o -----a o 0 (gE sawlE) -------------._ SCALE N.T.S. SPAN TUBE POF S0IEDIAE SPA.71SE EFA sOEnExc 6063-m ALLOY O O O O 0 O �y R SC N/(x.AS.D.DESIGN PRESSURE RA)ING-*720 PSF 3t3'a `3ILC /i A� FLORIDA BUILDING CODE(High &Nan High Velocity Hurticane Zone) (ME6MMULE) Q- CES$•• yam' a20tsnLTE00INC. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM °"m I'' AA/Y.L um r m+ ° IL ECOIMe. FOLDING SHUTTER CORP. °'/DATE15 PEM 4 ren ERep FW"PEMm 3w•a 3•a•s 3•.2•.11+• (�� &UI K TE571N0 k ENGINEERING COMPANY WW PAM FL 333j413 @)1/4•.3p•TEx450RII LDM60StmAWE.ANCE TYPICAL ELflIATION1i93� AT MIDHENiFII"1 �' � ;'[V� `V6 MEe`.�0ic�m�l-erl9=Em. 10(3n"�°en-16niiD16° Plt1000-6.2-0.21 15-014 AT r 0.G lO+NNdIWl. (SEEsmmxo ' /�O �� Fa-o00B)19 •••fmuq EWdsmn owTvnxo N. SPAN TUBE MOUNTING INSTALLATION r SFE uNEanoNs FOR DN sri¢r x ORI WALTER A.T611T 9 P.E �• S[CTION Z ® g� FTAF00.A tx /44te7 1 SIEa a Y t3 sAtc ar � u T/"4 ,iia '.max ��T 0115"GLASS ANCHORS 0 Ir D.C. 13) STRUCTURE NOT.E6 67se•(,rPa (SOE SHAT+3) OWING DvJ STRUCTLJIM eTrsRE +/+ r.x t /4 3/1e•POP RIVETS OR aem saETe% 1/ 'e/{•TEIG a (IYP.) of i Oi\ 3 7 or 1�t or 1�t or t ros o+e o.c WALL FACE or t W 5 /. �8 9D.0• 90.0' 2 END CONDITION sDv sD.v 3 / 3111r // B vOR 4R55� 1/4• 3B/rAm6 O (=E271 O1Eoc: _� EXTERIOR (SEIE MGR,) (,)Q, D.C.s a P '° ro / wsPAN R u��V:jJ,m eSPex X\ / G 'ITP °m 74•SPMI(IN°YDHORIZONTAL SECTION 20 m 14•SPAN� asaw bW TE INSTALLER (LEVERS,HTERat HORIZONML SECTION �R OR OZERS 1Om) iNfE71lOR OI) OR DaMOR) RIVETS 2iQk+/e•CONT.mm 0 Is,aOz. CMIRY VNif AT IASr SCAT%T TANKED iNSTIWATpf6 4 OR 5 X46"°°Y^"� 4 OR 5TAPcCN/c RTE-n.EX SHO iAPCON/a,ETE_REx SHOIRN t SEE UMTS PINS Fut©ON SHEET 2 MCHOM 0 Ir O.CDasrm uTOO exacts/ 2 x2k,/e DOSM STRUCTURE coo. BUILD—OUT 2 ee63-76 AuNLE w ANGLE. WINEND CONDITION J/s POP R7VET5 E0' �' OR 1/1•Y ;N of E END LOCK ANGLE —012.O.c END LOCK ANGLE HORIZONTAL SECTION HOMONDL SECTION NOTE-1 2•x 2•[1/e•6063-m 1/C x J/ IMCONE.ALINNUII BENT ANGLE SfAE1Y5 AhACf®m ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CENTERPIECE o 0 010. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE® A (2) a so•To mr oz.o SOLID THERMOPLASTIC TIP MUSS BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, �a("(a)° 0 ur 0.357x0.357•AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oc.o Nwfm EON UP TO+4•SPAN(moue INTO IT WITH A 0.120• o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH SCKV WAY BE MIA= A 0.200' LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM KHMR OR DMIaOR) OF THE TIP A SQUARE, 0.475'xO.475'xO.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE ® A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE 1 SHO MPIECE, 1.375• LONG, WITH A 0.36670.366'x0.630• LONG END SHALL BE INSERTED AND DIMPLE CRIMPER INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684" � (L sem) DEEP BY 0.188'WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. m. SOLID THERMOPLASTIC TIP INSTALLED AT (D8 SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER (MAX) HORIZONTAL FLANGE OF TOP/BbTTOM TRACKS. Oft INITERIOR 4 OR`vJ SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL �`�•��E A�TIL(jj'�%,, HORaDHTAL SECTION ,.••... •, d ��� FLORIDA BUILDING CODE (High do Non High Velocity Hurricane Zone) 02D15 n INC_ TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM o✓tEL END INSTALLATION DETAILS INTO CONCRETE. _ No.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE IL EC o�Nt. FOLDING SHUTTER CORP. TILLR TMUNG e:ENGINEERING COMPANY7009 HEMSTREEt PLACE �`y4i..� �+Na RNn.7r.7"a 3a1.vrcru aMaoa.4 6 ae1ayT PAW BECK FL STIJ ss7 Hi15-014 E7xw:fre -71,0 m: :1000-B43-4M �i •� .,`�('�`\�� R 0l.oem "wld Menton DRAWING N. YtLLTERES-0006710 P.E �"+ ATE FLORIDA U.6 44167 a sHETT 9 oP 13 ' AIUMOxM NLLiE PDtPERD-OUT uouNr SECTION 4 SNtET e A A (2)3/19-PDP R MTS. Aril.EiHe2LID1%1E µNItc OF 3',z• ,Next Etc cur FAOE _ AMAY FROM OPElaNO OR TOWARDS 5 d O=r ANCHM n m REOURM TO NOST -ie SRUORM 1J BURR-OUr Uwe PER SECTION 4.SHEET a (z)3/19'POP RrIE15, EACH LEG OF 2W ANGIE AUERKATE aNL EXTERIOR ELEVATION �slu AND AT SIDES PLAN VIEW A—A 1lOUNf F7A aNE \ ` OF PROOUCT oR 9on1 ANcus—lv' fi 1 OPTIONAL SIDE ANGLE (2)/1/4', -2' cmSFDHION 4.SNFFI B) TENS OR 3/1 POP e• RIVETS PER ANGLE TO ki(ITfOY OR TO WALL(2 REOU�RED) . 7U!E 2 I/4-I TAPWN/ M AN6LE TO SAID TAPCM/GRM-R- `Z l Do pamsOR L�Y 9E n AT ANQIORS O 18'o.0. END3/16'POP MUS OR Of61IN0 STRUDNIRE -"a I/4-a 3/0 mim; 3 '4• y ,.,lv, O 12•0.0. wt 3 1/2- CORNER POST ISOMETRIC sAa OF CONCREHE .. OW.AT TOP AND eanOM wm) n END OR L D BE FIiV D 2 wa OR l END TRAPPED END CORNER POST CONDITION W/ FLAT END NORZONTAL SECTION `�a�1�111�1111 'aran, FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) DRAM Of. END INSTALLATION DETAILS INTO CONCRETE, �.'' �° "sF . ' 02015,1Lu0 m TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CONCRETE BLOCK & WOOD (AS APPLICABLE N°•441 67 *= !L E c O�N�. FOLIM SHUTTER CORP. �DATTE'° TILEIT TESUM &ENGINEMNO COMPANY 7068 NE3WACH.HIES A�• ass KVL M"'.9-9-S"M Aea1aA 2W-R.3313a T H:1 m4I3 15-014 1� IQ�Y. Ae,+.t3�T11-1ma.Fm,.— salt .1800-013-6771 A�•�••' � a�®a-0006719.'en „�.hKrgdultaAavn DRAMNO Ne VVALTCt A 7RLa Jr.P.L R FLORIDA Ila/44167 tr ,v, o t„t SHEET 9A OF 13 " �r T r, r• «a WALL FINISH OPDONAL RAM HOOD (NDN_sn--HAU �- oP11.FINISH . /10x3'S.S..S.N.S.W/1/YA a3/4' rJ o ROt1ER FN7USM0 LONG Nri IN B(USHINCS 1 .TOP) 00l�E7CI101 CSa AND 1•LONG(Tpp BONDN),IXLfPf AT ROU HOUSING GYP.) ' 0.060'THICK SS ROLLER IgU51N0 OPDCHAL RAN HOOD <j.:'•ryr":r' (2)NYIDN ''�" (HON-STRUCTURAIJ µ.D.853.) I B 'HDNER Nr.REQWOOD ID. /10 x 3'SS.S.M.S.W/ 3/16'ALUM.PW n 1 0373'LONG NYLON RIVElS,O t8'O.C. `•a3' r 000�IEDRON BUSHING W/A 0.150• LOM. 0.16310.270• LONG TOP SECTION O.,Z o ow OD.AND 0.215'Id.AND ULTWAa ' 0223'LONG 80TMM WEATHER or ION ` SECI0320'D.C.0.C.AND 57i0PFlN0 FA ® t c `.^ •? /16'ALUM.POP I 0.245'Ld. SDE(TYP.) dye �W Rimm,O 18'o.0. NRI.ffPARAnON 214'CONT.WOOD I MIN. SEPARATION DIC 8 1 -M GLASS HEADER REWD. (SEE SCHEDULE 1 or (ON SOU3) ®fr ON SHEET 13) ��{IIIISHEET 1 t _ 2W CONT.LLT000 1 PLATE RWb. 1 cc WALL FACE MOUNTING INSTALLATION ' SECTION 2W (TOP) Comm"C1 WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE(High &Non FSgh Velocity Hurricane Zone) 1 SEE IJMITAnoNS FOR ON SHEET 2 02015 TTEO o CMWN B' ��ENTITAN II FOLDING A.G./M.L. NOTES. 1{OfE FOR COMBINATION =COMBINED �,P i 03/10/t5 . 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO F�ING A.vnr'R DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED = = IN ANY WAY TO SUR ANT'INSTAL4A,�O•6.(a`'..FC R I,S�P','�•�`'Z✓\�`` mpT)E0n-tst0. tm �. mstn7av 1aEm357lEEf RULE UTION. nluT TEsnNo tENGINEERINGNo COMPANY WPA �1R, 7S ],s ;= aas}n ® ns•s, Wm 15-01 N4 R!1500- -6371 °�s " D"Wm LDA® 4.PEWLAs 44167 1 Ww to SKLT 10 OF 13 1/4•aDOLT54W/IARSCNREwWASTIF7R 0 6'30.C. 4':B'(Mi..)EXISTING WOOD BEM sZ, REOUIRED.STRUCTURAL ADEQUACY OF DaSTNC WOOD BEAM TO BE CERTME)BY REGISTERED ENGNEER OR ARCHRECF PRIOR WALL FINISHOW THICK NQ T SEE LIMITATIONS FOR®ON SHEET 2 10 PRODUCT INSTALLATTDN. ROLLER 27x4'CONT. D HEADER ' OPTIONAL RAW HOOD NOTE FOR COMBINATION OF SECTIONS: REO'O. '�,� FA. EQ. (NON-SNN/CIURAL) rix I 1- MOUNTING.SECTIONS CAN BE COMBINED CO0F]L'11GH OB flox3'Ss SJLS W/1/2'0 x3/4' IN ANY WAY TO SUIT ANY INSTALLATION. LONG Nam..BUSMNGS(Typ.TDP) '... AND 1'LONG(Typ.BOTTOM),D(CEPT AT ROLLM HOUSING(TYP.) .F." ,�•, OPTIONALRAI CT H000 _ (Hw-smucTURAU a 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO Hn.ON �� �•• __ T�LLEAD BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL 8 3/��' +10 v 3'S.S.S.M.S.Wf°373'LONG NYLON PO ENSHNG W/A 0.150 LONG TOP SECTION I 3/18'AWIL AU7436,TE LEG O 18'O.C. 0.500'OD,AND 0345•LIL AND 0.223'LONG I LOCATIN COM. O IBRO-C.� (SEE NOTE•) 0.1GY.O.270'x0.03o' BOTTOM BECKON 0320.O.D.AND 0345'LQ ULTRAFAS WEATHER (TYP•) LAN.SEPARATION TO CLASS SDOPPING DL SIDE (SEE SCHEDULE (^'P•) 1 or ®t DN SHEET 13) 1 orMML ®t yr TO GRASS ON YRL SEPARATION + (SEE SCHRA EDULE 8 TO GLASS I ON SHEET 1r) 1 of (SEE SCHMMU ON SHEET 3) ®t . 1 or ® 1' ... Pop m LTE 3/18'ALUM ALTERNATE LEG OP110NAL cl GUARD POP RIVET'O s'O.C. LOCATION (NON-STRUCTURAL) -- 1r=;T--- -�5 SEE NmE•) I Iu��LOCATION AT REAR. i i i LL J j _ (SEE NOTE') i i�_____�� 11 ALIETAATE 3/18'ALU _ _ I E__—_�_ ____T� II i I LL�UJ 1 i - I I I I POP TINEAS O 5'D.C. I AT REAR `fes p 214'OONT.I E`- ''1_____T-� I ,.i s a h f.:+?+,:4_'S..e'.. 8 8 w0�PLA -..y`�.< N Q 11 fS REO'O. 3/16'ALUM.POP RIVER - \ 9 o a� --_�•,,—.1'..I O r'R� O 10'O.C.BOTH SIDES w �3 I � n la 3/(B'A POP R11iE15 a 0 10'O.C.BGm SIDES o ETL Ev. YxV MW.WOOD w g 2'x4'CONT. I 'y 1/4Y x 3/4'TENS SCREW RIMSTI �`�) 1 4'I x 3/4'7EI6 SCREW WOOD PLATE I .._ OR 1/4't 3/4'BOLTS W/NUTS . / REQ'D. 1 4 S B'WASHER O 6'O.C. OOI1E7:1141 CB W/5/O'WASHER OR 1/4•x 3/4'BOLTS W/NUTS& 1 Od1ECib11 O♦ 1 I S/B'WASHER O 4'O.C. f I 2'MN.ED. 2'MIN.E.D. C3 ALL FINISH MALL FINL91 BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION SECTION AAW TTM SECTION 7W SECTION 4W )H►9uL4yp E�A,. AAAfr� FLORIDA BUILDING CODE(High do Non High Velocity Hurricane Zone) NOTE r-ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED S�: CE ' ���� ®2015 TILTEM INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN INSTALLATIONS DETAILS INTO WOOD = a7l EGO�N�. FaInIRCSHMERCORP. °'a°E16 ^L *= TlttlT TE511NG k ENGINEERING caYPANT 15-014 SCALE: N.T.S. .Q'.a�J l axis Nr.Oee�s.a m Wray n roles NESPAWFL 7099 HEMSTREEr r13 9'•, 2 w..:ominl-Imo.ra,(,OOH, ,w, Px IeoD ea-en1 o� •."40 Dp :'k4'.`` CLT:1TIemOacLmm ....raOgr+At�mn ovAwnmRo EB-0I0°LL617J18 P.E. WALTERFLW6M 4416R ®m rrz 6 SHEET 11 OF 13 IIIIIIIII UN.SEPARATION TO GLASS M ro� o®t F (ai sNSEE j . (SEE HEETSCHEDULE) W or ON a,Lt r 13) OPTIONAL,RAIN GUARD I (NON-STRUCK-0 ? 1/4'm x 1'TEN I NO R W OR WETS 1, M a "'•' SCREW 1/40-20'x1' AT RSM. J S.S.USWITH NUT h WASHER O 4'O.C. l n 3/16'ALUM.POP RIMS WAQt O IV O.C.BOTH SIDES EDGE OF SLAB IF APPLICABLE _ EDGE OF SLAB IF ALTERNATE LEG 1, '� CONNUMM C7 At4nICAeLE ANCHOR LQQAT10N (SEE NOTE') 2k6'YIN.WOOD _ DECK REQUIRED (NO FINISH ALLOWED) CONNECTION CS EDGE OF 2'MIN.E.D. . SLAB IF EDGE OF 2'LAN.E.D. APPLICABLE SLAB IF. APPUraaE t SEE LUARATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING.INSTALLATION — SECTION 78W (BOTTOM) t MCR.ED ,'ICN.ED. NOTE FOR COMBINATION OF SECTIONS, 2'.6"MIN.WOOD 1- MOUNTING SECTIONS CAN BE COMBINED DECK REQUIRED IN ANY WAY TO SUR ANY INSTALLATION. UK SEPARATION (ND FINISH ALLOWED) To GLASS FLOOR MOUNTING INSTALLATION PLATE PWD.WOW ( HEjSE SHEET 13) SECTION- 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO x BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH T or at o (3)5/16'0 IAO 2' 2- SEE SECTIONS BW& 14W FOR MAX.A.S.D. DESIGN SCREWS w/2 t/2'Ytt MRL�. PRESSURE RATING& SPANS "0.' 1'.4' PF3RETRATION AT YDW10fRl 6p63-T6 CONT. (27 OF RAFLER/IRUSSFS W AWYINIIY TUBE E/ zg mc WO 1/4 7x4'(6063-TIS)FIAT ' S 2'x4'MRL WOOD PLATE W/1/4'0 x1'TEK TRUSSES OR RAFTER _• STUDS O IG O.C. SCREWS O 6'OD.RE AT 24'D.C.VAX. BETWEEN TRUSSES OR .500' 1 � 1/6'.4'(6083-T6IFIJIT +rr PLATE W/.1/4'0 zI'TER (2)1/4'0 TAPCON OR 1/4Y CRETE-FID( SCREWS O 4'O.C.IN ANCHORS OR/14 NDS WOOD SCREWS OR 1/4'0 m B BETWEEN TRUSSES EDGE(IF APPUCA E) NUS LAD SCREWS AT MITAIDTII OF EA STUD W/ g 2 1/2'IM.THREADED PENETRATXM INTO WODO STUD1/4'O.J/4'TEX (2) ON MAX1/4'MPLYWOOD EXISTING SOFFITO SCREW OR T/4'-20:3/4' RDl1fli5 r-- S.S.DOLTS W/NUTS/t0.3'S.S.S.MS W/1/2.4.3/4'LONG WASHER O e D.C. & 0.855'0(IYP.). NYLON BUSHINGS(TyR TOP)AND I"LONG I/4'0:3/4'7EN B )BOTTOM),EXCEPT AT ROLLER HOUSNG SCREW O 6'O.C. ,10.3'SS.S.N.S W/ MOUNT TO WOOD'~STUDS MOUNTING INSTALLATION 0.373-LO�` N' I I NT. I SECTION 1.4W OTTOM) LONG TOP SECTION 0.500' 0.KI. ,G. INSTALLATIONS DETAILS (B O.D.AND 0.245'La ARD YO•030- MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF 0.223'LONG BOTTOM MRL SEPARATION LLl(UFAB t INTO WOOD `` SECTION 0.320'O.O.AND TO GLASS wFATFHFR Q H SNA AAAA FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zona) 0.245'L0. (SFE SCHEDULE STRIPPING EA. or®t a SCALE : N.T.S. (fYP.) oN SNFcf 13) i SDE(TYPJ ... 02DIS mTEDO W- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM MON B"' °'/'°/15 O FOLDING SHUTECORP. LATE HEADER TO TRUSS MOUNTING INSTALLATION TICT TESTING nol6E IEONt®GIe'NO�EaEeR`LIm°NGn COMPANY ww TwO®. 1�6DEIT PUL E PALM SIGH 34 ,3 is—oraPs 1000-043--0371j�MTOF ldOYg*AlamDRAWING NaSECTION 8WO MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF � P a�� WALTER A luff k.RE FLORIDA U./44107 m ns ..nwz SHEET 12 OF 13 1iNuuuaT+ 1AAx1MU WIND PRESSURE (o.a.f:) CONNECTION CAPACITY SCHEDULE CONNECTIONCAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) AND GORRESPONDINfi11A IMUM FOR CONCRETE& CONCRETE BLOCK SLATS SPANS SCHEDULE, FOR MiN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2" FOR A, 2 1/2' FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE wm I1A1E111A1 mm sP.WS A ItocµLgOgE CONCRETE CONCRETE BLOCK STEEL WOOD PRemmIr44 PE Nr ATTTTa CON. ANCHOR ANCHOR TYPE ANCHOR TWE ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE CONCRETE BLOCK f'7-tp1mmm P"=RE a� TWE SPACING W TYPE TE TYPE SPACING ANCHOR 7E ANCHOR TWE (La) (L_) 30 psf 144.0' 144' -180 lb/ft A 8 C A C E ACF A B A C 60.0' 60" 88 Ib ft 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/Fr 256 LB/FT 397 LB/FT g 417 LB FT - 8 LB - 134 LB FT 35 psf 100.0" 700' 146 Ib ft C1 6 473 LB/FT - 418 L13/Fr 236 LB/FT 202 LB/FT 363 LB/F< 432 LB/FT C1 461 LB/FT - +18 LB Fr - 202 LB FT 144' 144' 210 Ib ft 12 387 LB FT - 334 FT 166 LB FT 142 LB FT 271 LB FT 3.+7 LETT _ 60.0' 1 C2 9 456 LB FT - 362'LB FT 250 LB FT 190 LB Fi 318 LB/FT 360 LB/Fr 12 375 LB/FT - 334 LB/FT 142 LB/Fr 4O psi 700.0" 100 167 Ib ft .6 525 LB/Fi - 419 LB/FT 312 LB/Fi 285 LB/Fr 353 LB/FT 443 LB/FT C2 9 417LB/Fr = 362 LB/Fr = 190 LB/Fr 144'' 9 390 LB/Fr - 309 LB/Fr 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 502 LB/Ff 285 LB/FT 60.0 60.0' 115 Ib 9 372 LB/Fr - 309 LB/FT - 134 LB/F7 C3 6 496 LB/Fr - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT C3 469 LB/Fi = FT - 202 LB/Fi 46 psf 97.0' 97.0' 187 Ib k 3 .813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/Fr 631 LB/FT 760 LB/Fi 5 - 304 LB/FT 115.0' 115.0'. 227 Ib ft 9 466 LB/FT - 370 LB/FT 157 iB/FT 134 LB/Fr 256 LB/FT 393 LB/FT 9 445 LB/FT - 370 LB/F0 - 134 LB/FT 144' 144" 276 Ib ft C4 6 592 LB/Fr - 448 LB/h7 236 LB/FT 202 LB/FT 357 LB/Fr 483 LB/FT - - 60.0" 60.0' 125 Ib ft 3 972 LB/Fi - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 561 LB/FT 202 LB/FT 89.0' 89.0' 187 Ib ft 3 912 LB/Fr - 682 W/FT - 364 LB/Fr 9 281 LB/Fr - 224 LB/Fr 81 LB/Fr 83 LB/FT 143 LB/Fr 103 LB/FT 50 psi 100.0" 100.0' .208 Ib ft 9 226'LB/FT - 224 LB/FT - 83 LB/Fr 120.0" 120.0" 250 Ib/ft C5 6 421 LB/FT - 334 LB/Fr 122 LB/FT 125 LB/Fr 214 LB/FT 155 LB/FT C5 6 339 LB/Fr - 334 LB/FT - 125 LB/FT 144° 140' 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB FT 311 LB/FT 681 LB/Fr - - 250 LB/FT 60.0' 60.0' 138 Ib ft 9 273 LB/Fr 325 LB/FT 215 LB/FT - - 138 LB/Fr 102 LB/Fr g 221 LB/Fr 251 LB/FT 215 lBFT,' - 81.0- 81.0' 187 Ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FF - - 207 LB/FT 153 LB/Fr C6 332 LB/Fr 378 LB/FT - - 55 psf 100.0' 100.0' 229'16 ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT 120.0' 120.0' 275 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/Fr - - 114 LB/FT 153 LB/Fi 3 663 LB/FT 756 LB Fr 646 LB/Fr - 137' 134' 330 111/R 4 232 LB/Fr 236 LB/FT 183 LB/FT - - 60.0' 60.0' 750 Ib ft C7 3 358 LB/Fr 402 LB/FT 244 LB/FT - - 152 LB/Fr 204 LB/FT C7 3 310 LB/FT 315 LB Fr 244 LB/FT - - 80.0' 80.0' 200 ID ft 2 - - 305 LB/FT 12 3$8 LB/FT 460 LS/FT 409 LB/FT - - 60 psf 100.0' 100.0 25016/ft 12 491 LB/FT 596 LB/Fi 409 LB/FT - - 265 LB/Fr 168 LB/Fr CB 8 582 LB/FP ,691 LB/FT 614 LB/FT - - 115.0 115.0' 286 Ib ft GB a 736 LB/FT 894 LB/Fr 614 LB/Fr - - 397 LB/FT 252 LB/Fr 6 777 LB/FT 921 LB/Fi 819 LB/FT - - 131' 128" 346 Ib ft 6 982 LB/FT 1194 LB/Fr 819 LB Fr - - 530•LB/FT 336 LB/FT 59.0' 59.0' 160 Ib ft 65 psf 92.0' 92.0' 249 16/ft 100.0" 100.0' 271 Ib ft MIN SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE ASEE GENERAL NOTE C.2'ON SHEET 1 126' 123' 360 Ib ft 60.0' 60.0" 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0' 700.0' 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TWE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC.C.BLOCK WOOD STEEL 121' t 18' 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE A _ 59.0' 59.0' 187 lb/ft ZONE 1 2 3 ZONE 4 A 1 H 0 TAPCON C ADVANCED 3.50' 2.50" 9 N/A 4.00" 4.00' N/A N/A THREADFORM TECHNOLOGY 75 psf 100.0' 100.0" 313 lb/ft 5'-10" 2 1/2" 1" 2 5/8" 117' 114" 387 Ib.ft AS LESS B 1/4" 4 x 3/4" SOLID SET 3.50" 3.50' N/A N/A 3.00' 3.00' N/A N/A' 80 PSI` 113" 111" 400 lb/ft 90 psf 107" 104' 424 Ib ft >5'-10" 2 5/6"+ 1" 2 3/4'•F C 1/4' 0 CRETE-FLEX 3.00' 3.00" 4 N/A 3.00" 3.00" N/A N/A 100 psf 101" 99' 447 Ib k TO 8'-3" 110 psf 94' 90" 468 Ib ft _ 120 psf 87" 82" 484 Ib ft >8'-3" E 1/4' D D( N/A N/A N/A 1.00' N/A N/A N/A 2.00' 130 psf 80" 76" 483 Ib it TO 12'-0" 3 1/2" 1" 3 5/8' TEK SCREWS 140 pef 74' 70" 484 Ib It F #14 NOS WOOD SCREWS OR N/A N/A fi N/A N/A N/A 2.00" N/A 150 psf 69 66 483 Ib It 1/4- NDS LAG SCREWS 160 psf 65' 62' 483 Ib k 0 AS DEFINED BY ASTM E-1996 STANDARD. �A\, A 1TIL i7jA���i, FLORIDA BUILDINO CODE(High &Non 16gh Velocity Hurricane Zone) Age + EXCEPT THAT 3 5/8' SHALL BE USED L+:MAXIWM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNriNGS AS PER SECTIONS 3, ��P \GEN S�-% : A&"s' ®w,5 TMs°°°�• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORA"N-L Iff GIVEN POSITIVE ASA DESIGN PRESSURE RATING. .4, 4A & 7A- L-:MAX.ALLOWABLE PRODUCT SPAN FOR A 43/10/15 GIVEN NLT.ATIVE A.S.D.DESIGN PRESSURE - FOLDING SHUTTER CORP. wTE RATING. `*•:, N C. 70e➢N061RFE7 PUCE /S ' TILUT TESTING 6 ENOINEER G COMPANY WEST PALM BECK FL 33415 FINAL UMMAM ALLOWABLE PRODUCT SPAN IS 2 4'• S TE OF S "e a'-An YWFr"'®`�N a,Ir 15-014 EQUAL TO THE MINIMUM DEIERIANED PRODUCT 9• .�C(�` vl�.�+•fe elnl-,en.Im'f�mM�I-Isil Rt 1e00-64]-6771 SPAN BETWEEN'L+*AND'L-'. � ,C'•. DORM 'i�.+ -^'E 0000OauLmm .� ORArtsw Ne F8-00087.9 . NALiF7t A.TIILIT P.E. @� �s Twww ua/u1e7 w.". a sxeEr t7 rs u Florida Building Code Online Page 1 of 2 3 t, �S! •=�.� # 1.J+1", �}��. � , �,`Y ..1 1..3 -�,F $' Vah I l� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications FBC Staff BtCIS Site Map I Links 'Search I FkAda }r i,product Approval .l�(n q`; i, USER:Public User L(�Y.gtXo� Product Approval Menu>Product or Application Search>Application List>Application Detail l« t I '3 FL# FL11964-R3 • "' Application Type Revision Code Version 2 Application Status Approved Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 lrodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email _ Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L.Bennardo,P.E. CC Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R3 COI 2INPANELSCI.i)df Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODchXga... 6/20/2017 Florida Building Code Online Page 2 of 2 : Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of.Products FL Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number to provide hurricane protection. 15-045 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 045.Ddf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other: Large missile.Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R3 AE EASTERN METAL SUPPLY See sheet 2 of installation drawing for other spans and INC. P.E.R. DRWG.15-045.Ddf pressures. Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 15-041 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG. 15- Approved for use outside HVHZ:Yes 041.Ddf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other: Large Missile.Max.span is 9'-10"for+32.6,-32.6 Evaluation Reports p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 FL11964 R3 AE EASTERN METAL SUPPLY of installation drawing number 08-149 for other spans and INC. P.E.R. DRWG. 15-041.Ddf pressures. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: big ® eCAeck Credit Card Safe https://floridabuilding.org/pr/pr_app_otl.aspx?param=wGEV XQwtDgsxYIeb4opODchXga... 6/20/2017 i, Ancnor Wall Opening Spacing Header Storm pressure Size Shutter Shutter Shutter Storm Bars Top Rein Req'd panel Unit No. inter/zone W x H Width Height Span Req'd Bottom YIN Bolted YIN 12"o.c. 1 -36.3 37.25"x 38" 45.25" 38.375" 451/4 NIA 12"o.c. N N 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24