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HomeMy WebLinkAboutProduct Review Affidavit Castle IMF,'IRV IF, Impact Windows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 800,643.6371 P operty Information F Building Information Owner: BURNS,RUTH Wind Zone: 160 MPH. Address: 2748 Iroquois Ave Exposure Category: C San Lucie Plaza Minimum Building Dimension: 46 ft. Fort Pierce,FL 34946 Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device IF Device Max Positive Max Negative Number L Zone Width(in) L Height(in) Elevation(ft) Pressure(pso Pressure(psfl 1 Int 27 38 7 33.5 -36.3 I Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(1014)Florida Building Code. Page 1 of 1 Florida Building Code Online Pagel of 2 + i,t :,.�., a'"_ ,+ f , tea .�•�..'�''�f7�r'xl i - BCIS Home + Log In I User Registration ( Hot Topics i Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map Unks Search Florida Product Approval e r�sg,USER:Public User ✓9.TC4 r Ld-?-�nv�v_kia Product ADDroval Menu>Product or Application Search>Application List>Application Detail FL# �s W11 Application TypeCode Version 20 Application Status Approved Comments Archived i=t 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, Authorized Signature Ed Heritage edh@foldingshutters.com i 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 I � Category Impact.P.rotective-5yste I s Subcategory f✓Operable�.,.�;, , Compliance Method Evaluation Report from a'Florida Registered-Architect or a Licensed Florida Professional Engineer RD Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License P.E-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A.Pomerantz,P.E.I 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 Yearof Standard)) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By I Sections from the Code i https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rl Z... 9/19/2017 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 Date Revised 08/17/2017 SummarV of Products Mo Description l�n17080.14OF Titan II-F.olding.Impact-P-rotectiv truded aluminum blades folded together through knuckles System/HVHZ&NHVHZ-(Drawing a d retained by tracks to provide Hurricane Protection #33=080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.odf 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 Next I Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 1 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 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. j Product Approval Accepts: a] ® e Chi M Credit Card Safe ' I I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD4v2aBQpHpQQe6rl Z... 9/19/2017 GENERAL NOTES 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEMA SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: 0-0.46 MIN, COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM 1/4'0 TAPCON W/ADVANCED THRFADFORAI TECHNOLOGY, OR 1J4'0 CRETE-FLEX,AS MANUFACTURED BY RW/BUILDDC, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES AND OUT OF THEM(NEAR). -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 1620(HVNZ)& 1809(NEAR)OF THE ABOVE MENTIONED CODE, FDR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A.DIRECTTONAM FACTOR NOTES, Kd-OA5,USING ASCE 7-10 AND SHALL NOT DLC®THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY TE ABOVE CONDITION.ULTDIATE DOM IRO]LOADS DElE aMED PER ASCE 7-10.SHALL BE FIRST G1)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR REDIACED 70 ASD.DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO COMPARE THESE W/TAIL(ASD.) 1/4'0 NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND C6 THRU C8 OL'SIGN PRFSSINIE RATINGS IND STIED ON SHEET I& CONNECTION TAT,AND 2•FOR C5.OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALT.BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATIDN. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN C1) NCE 'MINIMUM EDGE DISTANCE OF. 0 TAPCON OR 1/4'0 CRETE-FLEX OR X14 NDS WOOD SCREWS OR 1/4'0 NOS ALLOWABLE STRESS FOR WIND LOADS WAS ME USED IN THEIR ANALYSIS.A DURATION FACTOR CD = 1.60 WAS USED FOR VERIFICATION MAG SCREWS INTO DUNCE SHALL AS SHOWN ON SHEETS 10 THRU 12 OF FASTENERS IN WOOD. . FOLDING IMPACT PROTECTIVE SYSTEM ADFDUACY 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 1625&1809.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. WALL,ANCHORS SHALL BE LONG ENOUGH T0.REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E T.I.). HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS.PERFORMED AS PER SECTION 1616& 1604 OF THE D TO EXISTING EEL STRUCTURE MIN. 12 GAGE.FY-33 KSI(MIN.) MATERIA. FLORIDA BUILDING CODE () ST 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS Q&®SHALL BE$ 10 x Zr. 410-HT MINIMUM SERIES W/173.6 W YIELD -1/4'0 RW BWLDE%TEK SCREWS.W/FULL THREAD PENETRATION. STRENGTH&187.4 ksl TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS NOTES," . MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESTER PA. 19381. 3.ALL ALUMINUM EXTRUSIONS SHALL RE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH D.1)MINIMUM EDGE DISTANCE OF RW BUILDER TEK SCREW 1'. FOR 6083-T8 ALLOY AT SLATS SHALL 13E FY-25.9 kat. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIFS W/50 k3i YIELD STRENGTH ANO 80 ksT TEN LE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEL TTW/BUI DEX TEK 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 &IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:OURiNG PE7UOD4 OF HURRICANE 6.ANCHORS TO WALL SHALI.N 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: 10.PRODUCT WM SECTION 1710.&33 OF THFACTUREWS EFLORIDALBUILDINNLOCATED CODE ONE LABEL SHALL BE PLACED FOR EVERY ON A READILY VISIBLE LOCATION AT PRODUCT OPENING. ACCORDANCE - 1/4'0 TAPCON W/ADVANCED DISTRIBUTED TECHNOLOGY.AS MANUFACTURED BY I.T.W.EIrc-3 L,INC.TO MIN.fe=3192 psi. - 1/4'0 x 3/C SOLID SET,A,^DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN.fc=300o psi. IABELJNG 7O COMPLY LVTEH BECKON 1710.82 OF THE FLORIDA BUILDING CODE - 1/.4'0 CRETE-FID(,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. fc=3350 Psi. it. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS.DRAWING PWS ANY M4ffi, BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. A.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12 (A) THIS PRODUCT EVALUATION DOCUMENT(P.ED.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT: i.e.WHERE THE SITE CONDITIONS DEV ATE FROM THE P.E.D. A.2)3/4'SCUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL 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 CONTRACTOR'S RESPONSIBILITY. -- A.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,OR PAVERS 13E_FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL 13E CONSIDERED INVALID IF MODIFIED. WALL FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. - - ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &A.2 ABOVE (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR.ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE STYE SPECIFIC DRAWINGS FOR REVIEW. -1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDEX.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 SFAI.AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT -1/4'0 CRETE-FLEX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. MA ROTES THIS DRAYANG 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 IN 1 1/4'. PERMITS IN THE STATE OF FLORIDA MINIMUM DISTANCE BE AS PER B2 3 4 DUO BET ANCHORS SHALL OE ENTIRELY EMBEDDED 13 8 INTO TH1E CONCRETE BLOCK UNIT.NO oSER A��T�C(�A,* FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) MINIEMBMUM SHOULD STUCCO EXIST AND I"MMMENT INTO STUCCO SHALL BE NIMUMi/FOR S.S SCREWS USED NG STUCCO.SHALL BE 1 1/2'LONG :•'v�C EN q.`.%I��- ®4613 77L7EC0 MG TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM B" 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, 0.3/10/16 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE - I L E C O M a�. FOLDING SHUTTER CORP. 1111E SHALL BE AS INDICATED ON NOTES B.i &B.2 ABOVE _'0; * 70M Hp STREET PLACE _ 3 ,(� nLur TEsnnc d ENGINEERING fbMPANY WEST PNM EFA06 FL SNI] Ur eae Kr m s a.m veer aasCrs n.x lee 15-014 F/vr,(xme11-1310.Fmi,LJDSytll-191 RG IOM-643-Wll �,P•.,`� Q. . -m m 111e1oeo = _-fdAv*-ft mm oPAlvnlc no R iO �� wALTERE A 1NLT1Jr.P.E ••.• ®• ^�. '�ipYYA•• •,a 1E ROI3G1 Ue.0 N1e7 SHEET H OF 13 .�• 2A11•--1 dl� a7.. . e� �, rao• F 6DG3-Ta ALr•or.- '' —END .F7.�1 T END' `-' ® —sEXTERFOR CENTERPIECE, (TO USED FORuALL TIONS, SLAT AINDOW Q L 6063-T6 ALLOY 6063-73 ALLOY 6.O�Ta75-ALLOY AIAY MC SAS PER (TO HE USED ONLY FOR TNSTALLA770N5 ® INTERIOR CENTERPIECE 606.3-715 ALLOY VETAIL ON SHEET 3) 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 600-76 ALLOY SEE COMPONENTS 10,21 &22 ON SHEET J) zoa>• zLrY z®e• .ear• sm• .�. I!a/• z7N• 2.ar2• zest-- g .rao dtw rear .631 no .60- IL uJ osY �l9D — r8 .ran 082. N mr aso AAT h l.e6Y - •ter' �• (Enc) - �. re4• .aer snr ze7r 600 z7re © WALL HEADER 1 2/p�Mr'�� $O'" CEIZIlYG=T 'ADER�, ® BOTTOM SILL TRACK ® BOTTOM TRACK ADAPTER 6063-T5 ALLOY Lf rzraesf� TRACK ','^ `-'L,6063,T5 ALLOYS 6063-76 ALLOY 606J-76 ALLOY L--so6s=>a ALLOY � 1 2ASe 12 -DDD• COMPONENT o b t1 t2 F •�• u 13 2• 5•MAX. 0.125• 0.125• 'J $ del•. St M 2- 4'MAX. 0.25 0.25' .o®• •`24 E 2'MAX. 0.062' 0.062• 4.4b• —_ RAIN HOOD ©1 ALT. BOTTOM TRACK ADAPTED � BOTTOM RAIN GUARDtTMIMU�IICANGLES ® 6063-T5 ALLOY - - - 6063-76 ALLOY - -- ...._-__ _6063=116 ALLOY" r.rm• -COMPO NVES g \\\t T1Ih611Fh3/8� = 1. FLORIDA BUILDING CODE(High &Non High Velocity Hurticane Zone) .o6z•� `\��•t•,.••••••••., r/,9�i� 02015'rum,rte TITAN II FOLDING IMPACT PROTECTIVE SYSTEM m"B* Lk vN © V8"0-16 ACETAL z�P _ �L E�►�INc. FOLDING SHUTTER CORP. w ® LOCKING TUBES �� THUMBSCREWS ' ' """>d °,�`A" n y« NEST P' �+' 15-014 FOR 4 & 5C� AT CENTERPIECE ® CORNER POST o/ 4 `�F :�ac,� •'` 'n:� ,�';,;, '+-„” A + DRAY a R. 60637T6 ALLOY P, ®-00087+e MALFR Ar MLR Jn PMYR ir.r emus .e[ j FLWT lig/44167 3HFEf 2 OF 77 ' 71141111111111.11\ I , I i I +z,4N na i + (J)DONS murl,r LE murTOP+ i/4'/HOLES FnaE i EE SPACED I , Z-CUP EALI SIDE Pk06Kdl: TABLE I: SOURCES FE OR & OF WXDOW(SEE TAME 1) OPODS0O 0 DIRECTIONS. V 57,�Rp BAYER SA #ANMD TNE SLI00 SUPS TYPXI PAKWERTIM TDW/SCIENCE PUSTIC KNUCKLE 000 ANUCKE LLCJAVMMN 31 LDw YaY FEW (1--) i Ono 1SPECDC GRAVITY ASTU 0792 moo r./,,n 0.043 Ib/n VlERACS _J WINDOW MECHAN5AI: Opo ' noHv,Ln� ' TENSILE YIELD STRIENGRL AS1M DSS° 9.40°P.sL ' 9.500 Rst ffsv FLFJRIRAL STRENGTH AT YTE D ASTM DM 12.50°P.J. 13.400 P..L FLfyURAL MODULUS ASIW 0790 340.000 P.e.L 345,000;L.L 3 j Ewran SN4P-9J END 1sT�CTI CUP TOP/BOTrOM NOTCHED 000 ASTM U256 16 FT-Ib/In 17 FT-Ibf% 1.000' i 2 i i OF TWNVOW CIO MAX. i `L` j p (SEE TABLE 2) SMOKE DEN91Y ASTM D21143 47.2 9 64.5%NAT( N£ i h i ; RATE OF BURNING ASTM DOW C-1 CLAMC-I CLASS �q I 1 In 1A SELF IGNITION ASTM D1929 1040 F 980 F ' i ' 0.060•THICK �NL2 SLAT WNDOW Asn 01 55 SLIT WINDOW ,�i I ' POLYWBOM47E NETWNC MIME E STRENGTH AFTER WEATHIMS Ash/630 9302 Pa+• 8840 P-L H I � WINDOW(SEE TABLE I ��S1FtES5 BEFORE WEATHERING ASTM 838 8481 P.E.Y. 8880 V.st. 2 i ' _ CIES 2 I 1.000' i g , I i -U4X(2)WINDOWS MAY RE IN ONE SLIT SPACED A MINIMUM OF 24'MART,WIN 12'AIM.FROM N i I N i ENDS OF SEAT TOP R BOTTOM. TABLE 2.- SOURCES FOR sur MUST EVER BE lNSr AT CORNERS 70 TERPIEDE5�OR©,NOR AT CYIRNERS OF PRODUCT. SrANDIM ,ME,'L4 TOW. IPANI' IYP of snr TG1l PROPERTIES REFERENCE BLiCK NYLON PIM 0 o I r---L---i SLAT WI 0W DETAIL /2R6191/B O O o , (EIEVARON) PtNsrx: O O i 2Q SPECIFIC GRAVITY ASTM D792 0.042 Ib/.' sLAYs i 000 i SUIS I �....,. IOIUCK I O O i KN i VIEWING _..� N (1YP) ; Op MR) I ,s i ; WINDOW $ TENSILE YIELD STRENGTH ASTM D630 11,SOo PA.I. Opo , 1 (rWm pI ' d aav mP• FLEXURAL STRENGTH AT YIELD ASTM DM 15.000 P...11.P...11.op (J)ROWS OF , I FLEXURAL MODULUS ASTM 0790 450.000 PaL • p o p 1/I /LADLES Qp i EA SPACED I L— _J ? fotli , tiMN.PSAAMtfi . 1NOTCHED QOD ASN 0256 0.6 Fi-Ib/In 3/6'AFAR/ ��mm�a 6 5.5•„7In/b+= FDIRETIOS COEFFICIENT TIHALEXPANSION ASTM 069 21 Z © S CLIP NAP—W 5 END CLiP Md N�TTJLPEPAIURE /Y D341e a i 70 aE USED AS AN OPIKNJ FOR ALL PISMIUARONS ®SLAT 1IND01 riL!aTALION UNDER URGE ADSSIM ANY INCLUDE PERFORATIONS A�PFR THIS 2 APART a-rA TYPICAL n SLAT WINDOW DETAILS -.044A MOONS (Wt EVERY 10 suss}S AIRY BE IN ONE STAT SPACED - - Y/N.2WZ 1�E// VIEWING WINDOW & IG!I .' a2) TYPICAL ALTERNATE PERFORATED _ (SMALL MISSILE IMPACT) 1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) " /JI FLORIDA BURRING CODE (H gh&Non High Velocity HU reone Zone) 02015_TaT¢0 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM IL EC O ewe. FOLDING SHUTTER CORP. D'A°TE7M NOMOREE1 PLACE 15 .a •. - TILLIT TESTING A ENGINEERING COMPANT WEST PALM MWH.FL 33413 15-014 = ' QF {b++<AS16)I-,SF.Fa,�(]DlJlnl-,Ill T71:1000•643-BTI, DRAWING N. �O'•, Ate' .;4y� EB-0006719 eu WALTER Alt�Jr.P.E. FLORIDA Ga 44167 �� eygne �a SHEET J Of 13 R, 2 3i 4 5 8 7 A !B 6 A Y 20r(D-/ 03 , 16 , 1© OR 19 4 OR 5 8 (2) n w x a O O.C.FOR SPANS 15 ♦ r4i 2 ♦ NOTES ON @&LOCKING TUBES®AT@&Q. .w UP TO 99 0 1.TWO (2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED ® AT 30' O.C. FOR SPANS UP TO 99'. USE THREE(3) FOR LARGER = o FOR SPANS AT 3OR O.C. SPANS SPACED AT 30' O.C. AT MIDSPAN. COMPONENT MAY 9E THAN 99' UP TO 144' I STALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES N n 4OR©. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w ?d' 2. (2) LOCKING LUBES SHA ALWAYS BE USED TOP&BOTTOM AT ON PRODUCTS CENTERPIECES 4 OR AT ALL INSTALLATIONS. LOCKING TUBES 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. -H� OR 18 (2 T SEE LIMITATIONS FOR®ON SHEET 2 1 1 L." END CONNECTION DETAILS ON SHEET 9 TVP.FULL FOR CONCRETE, CONCRETE BLOCKOCK OR r r WOOD INSTALLATIONS. -- _ UNLIMITED MfIDT1 ' MpICAL ELEVATION 46 ,T, NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE !SECTIONS 4 THRU 6ON SHEET 6. SEE SECTIONS 7.-AW-713O ON SHEET 7. ��� SES SECTIONS IW & 2W ON SHEET 10. `gttt ii SEE SECTIONS 4W, 4AW& 7W ON SHEET 11. ���� .T J FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) SEE SECTIONS 7AW, 79W, SW & 14W ON SHEET 12. 02015 TatEco M TITAN II FOLDING IMPACT PROTECTIVE SYSTEM m 4167 * 03/10/15 IL E C O�IMe. FOLDING SHUM CORP. DATE •' / E :� TItLIT TESTING t ENGINEERING COMPANY 7009 PALM�rFIL W41] PLACE PH,tem-bat-4T)t 15-014 vee„1(>oe7m1-1�.w:IAmIn1-tan mna:C1Msaoaleam ,...rdmpn�nmm GRAmta Nn ®.TlU ff 9 AAAA ®1s ua o,r m,e*s .n. WALTERom A Wulf"OZ. nafnw U./u1Twaw a1 sxEEr 4 OF 13 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. OPTIONAL RAN HOOD POURED CONCRETE E)05DNG NON STRUCTURAL WALL CON (SEE SHEET 0.060•THICK SS. OPTIONAL RAN HOOD (NON-STRUCTURAL) REQUIRED. TRIM(DECORATWE HEAD) (SEE SIifET iJ) �HOUSING (NON-SfT1Uf:fURAL) b 6 1.000 2500'YM. � M1N. E0. • y / (2)NYLON z 001411=1014C2 I —� 'a'y j OPTIONAL s' % Ral1E1S— P a3 (SEE SHEET 13) I II (NO HOOD aass r(tw.) iIT (NDN-smucTURu) j !10.3•S.S.sms.W/ d 1 I 0.373•LONG NYLON J/18'ALW. u' 3/18'ALUM.POP RNEfS, 13 RUSMNO W/A 0.150• CONL 3/P RIVETS, •2 3 18.O.C. I (2•x4-MA)L) g LONG TOP SOCfION 0.500• CONT.10.270' O 18'as O.D.AND 0.245• TT AND x0.030- TAPOON 0.273•LONG BOTTOM ULTWIFAR IMM.SEPARATION THRFldfCRAI 7EORCfDGY SECTION 032D'O.D.AND WFATNFR 0245'I.d. STRIPPING EA POURED CONCRETE TO GLASS OR 1/4'a E7lD 1/4'r x 1'TEK Srof ) OR CONCRETE BLOCK (SEE SmmULE l Or y� PRODUCTS I SCREl1 OR 1/40-200x1' 3/18'ALITM. f or WALL REM. ON SHEET 13) ao a&tE-FLEX W/1 3/4' I S.S.NS WITH NUT h POP RWf15. ®t MIN.Et1t3E.D1EttT O e•O.C. 1 WASHER O 4'O.C. O IB'D.C. --<D it I 1 POURED CONCRETE 1 11Oi.SEPARQOH v IDCK (SEE SCHEDULE—TD Guns 7 or f or ON SHEET» ®t W 1 • 1611 GLASS 1 s y IPOURED CONCRETE �-•— TO CUSS DR RFNCcRErE LOCK ul S i �SCHEDULE f or WALL %% 7 (gODNW M G2 �3 ; 1/4'0 x 1'TERSHEET ®t % 13) ' 3 SE SHEET 13) SCREW OWfiH NUT -20 x1' •� WASHER Or O.C. '4 1/4-r DTV fAILDEX W LO SS.S,IN SH 1GS TIS��Na�ALv 1 b Y 0#1 LONG NYLON BUSHINGS 1/2 eow Imm Ct (Typ.B07TOIt),ANOa um 3/4' OR 1/4' (SEE SHEET 13) LONC(ryp,TOP),OfCEPi AT WALL FACE MOUNTING INSTALLATION CONSTRUCTION PRODUCTS 1 1-� ROLLER HORSING(11P.) SECTION 2 �W-� W/,3/4• I (2-x4•YAX,) w I �@L EMBEDMENT o 6.D.C. WALL FACE MOUNTING INSTALLATION OF 0 CHOR SECTION 1 1/2' °"° _A GROUTED BLOCK REQUIRED 1.000 II 2.500 MIN. (MIN.re=2 CONN)ETEOR MRL E.D. /f .. POURED T) {J(6TING NON STRUCTURAL WALL TRIM(DECORATWE SILL.) O B ARaaR - - - _ SPACING STAGGERED, ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FORZ MOUNTING INSTALLATION _ SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE MAX u .A.S.O. DESIGN PRESSURE RATING - +65.0, -50.0 PSF & CONCRETE BLOCK rH`I //�AAAiA FLORIDA BUILDING CODE (High &Nm High Velocity Hurricane Zone) SCALE N.T.S. 02015 TInwo INC. ��Ste;'•�\CiENSF''•.9. �� TITAN II FOLDING IMPACT PROTECTImam Rt. SYSTEM A�N,L NOTE FOR COMBINATION OF SECTIONS: * E.D. EDGE DISTANCE 13/10/15 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) r IL E C O NNe. FOLDING $NUTTER CORP' DATE 70M HEMSTREIT PLACE �IN ANY WAY TO SUR ANY INSTALLATION. _ :a TILLIT TESTING k ENGINEERING COMPANY �O•• � WEST P REACK FL3M13F nvtm" PM 1800-943-4J1 15-014 ma¢lllemMel.can —.fddnpeAultaa— dUWMG No ®-0006719 o>e*A eor R r m T SEE LIMITATIONS FOR®ON SHEET 2 lr,�•,� '• k— wauER n D 6G 9 P.E 'sy �' tLw E .FIDPoOA lla/3187 MM+ SHEET 5 OF 13 1111111111 1/4'0 x 3/4'TE SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASH0 O 6'O.C. 0.060•THICK SS I I MIN.SEPARATION POURED CONCRETE OR ROLLER HOUSING MIN SEPARATION TO GLOSS CONCRETE BLOCK WALL I TO CLAM (SEE SLIIEDULE ®* 0 REQUIRED EO• (N N I OSOPTION&RAIN 1400D N SHE'ETT I.) 1 or a CN SHEET 13) (SEE SHEET 13) 70x3•SS.SNor S:W/1/20 ALTERINTE 3/16'ALUM. ®T ALTERNATE 3/16'AWN. z3/4'LGNG NYLON BUSHCGS PCP�S O 5.O.C. PCP EAR.fr�XO 3.O.C. (Typ.TOP)AND 1'LONG(1yP. AT RMI AT TEM. '$ BOTTOY),IXCEPT AT INX1tR Nou�S-INgc�(Tw.} I 1 W (2ROL �� 11•^, I m "!3 1 �•' I 1 pi . ._ d !� 0.855'/(EYP.) 1 n H SI Y 1 " EO-EO 7 I\T 3/16'PL114.POP RIVETS I 0 ALUM.POP RIDER O'O.C.BOTH SIDES s ®10•O.C.BOTH!soEs LEG&AN 3/16,ALUM.Pop C. ORIENTATION 8 RVETS O 16.O.C. /10 x 3-S.S.S.M.S.W/ 0.373•LONG NYLON Ni.0.163k MIN.3/4'PLYWOOD BUSHING W/A 0.150• I MIN.SFYAPATON 0.270•x0.030• MIN.3/4'PLYWOOD g 1/2'MIN. REOWRED LONG TOP SECTON O.SoO') . GLASS ULTRAFAB go REQUIRED O.D.ANO 0345'W.AHD WEATHER �1/4'A TTPCONS OR D.T23' LONG BOTTOM I�(SEE �� STRIPPING EA 1 Or Cf�1E-FLE1f o 1/4'7HRU BOIY W/ SELGON 0.320'O. ANDY ON SHEET 3) SmE(IYP.) ®T � ANCHORS 6'O.C. '•' WASlE7L&NUT O 10'0.4 0.2 Ld N EACH SCECTYP . ') , V W 1/4'7HRU BOLT W/ o - 1/4•A TAPCONS OR POURED CONCRETE OR WASHER&NUT O 5'O.C. CREM-41 (ANCHORS G'O.C. .. I CONCRETE BLOCK WALL 1 ar REQUIRED 25c4'OR 2':5'x1/6' POURED CONCRETE OR 51341/8'80&3-76 CONT. NAT ALTERE 3/16'ALUM. 6067-76 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE Pop RNE'TS O 5'O.C. ®T ANGLE ROMMED AT� STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 ri MAX.A.S.D. DESIGN PRESSURE RATING= +66.0• -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF w ry 9 1 j, ^ " 3/16' POP RIVETS O SEPARATION to'da.BOTH SIDES To GLASS —( SCHEDULE ON I CN SHEET 13) 9 ' 8 I ALTERNATE LEG r or w 1 &ANCHOR ®T • ORIENTATION CONNECTION QJ ALTERNATE LEC (SEE SHEET 13) &ANCHOR ' c ORIFNTATON I/40 x 3/4'1E7t5 SCREW W/ ul ul ' POURED CONCRETE OR 5/8'WASHE)L DR 1/4'x J/4' ti a CONCRETE_BRCK W.W. _BOLTS W/NUTS&5/6'WASHER O W _ a REQUIRED _ __ 4'O.C. - - BUILD—OUT FACE MOUNTING INSTALLATION SECTION 4 ( �' 0 EQ. 1/4'®x 3/4'TEKS SCREW POURED CONCRETE � OR 1/4'x 3/4•BOLTS W/NUTS CONCRETE BLOCK IRKED &5/8'WASHER O 6'O.C. INSTALLATION_ S DETAILS INTO CONCRETE y & CONCRETE BLOCK �eutLD=OUT FACE MOUNTING-1NALLATION SCALE N.T.S. UTI 0 N. 4A c(BOTTDM) BUILDING CODE (High & Non High Velocity Hurricane Zone) N : * vP GENS TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OTE FOR COMBINATION OF SECTIONS E.D. - EDGE DISTANCE � �. 1,.''•; � � 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFlCATIONS ON SHEET 13) ` IL E C O�Nc. FOLDING SHUTTER CORP. /10/'5 IN ANY WAY TO SUR ANY INSTALLATION. S �� 70119 HEMSTREET t9 _ PLACE TESTING ENGINEERING COMPANY W PAW BFWL 313 sxaa. n+ u aa 15-014 n1mI1lt T SEE LIMITATIONS FOR ON SHEET am o N WALTER A.LLLTT JrP.IL 400 EB-40067 ®® FLORIDA Lie./44167 �1` ® ..NonaflHiilSHEET 6 OF 13 ' !)!l111111111111'4 . •lnra ED. . POURED CONCRETE CON OMMM C5 REQUIRED (SEE sill 13) 0.060•THICK SM BOLTER HOUSING OPROIUL RA01 HOOD (NON-SRiULTIR7AL) (2)NYLON 10.3•SS-S.U.S. DU 1/4'0 ROLLERS 0.655Y(IYP.) Dr3/4•LANG NriANDI 1RISHINCS TTTOM,EXCEPT AT H P. BBOTROLLER B Hous1N0 Cl I 810.373•LONG 1/ 3/16•ALUM. - SUSill W/A 0.150' POP RIYE7'a I LONG TOPSELIION 0.500• 0 16.O.r_ -1).AND 0.245•IA"AND COW.0.153.0370•x0.030• o.m"LONG BOTTOM ULTRAFAB EA.SID SECTION 022W O.D.AND STRIPPING FA SIDE(mJ 0.245'Il 1 Or 1 Or (TMP) ®T a B I- m G1A55 T rn 8 y f (SEE SCHEDULE- 1=— CHEDULE - MDL HDN 1 ON SHEET 13)'TO GLASS v (SEF SCHEDULE 1 or v I MM.SEPARAl70N ON SHEET 13) ®T1•TIX SCREW OR - To GlluS 1'S.S.MS WITH (SEE SCHEDULE OPTIONAL RAN GUAM NUf R WASHER O 4'O.C. ON SHEET 13) 1 orl (NON-SRAICTUML) I 7 ®T A.Ttla1ATE 3/16'ALUM- POP RNEfS O 5'O.C. I OP110NAL RNN Gl1MD AT REAR. (NON-SIRUCRIRAL) I io _ "i a e I 8 n ALTERNATE J/15•AWOL n 9 ALIERIUTE IFG AT EAJEIS O 5•'O.C. LOCADON WRH n ri AT REM. s h ALUM.POP IL IS ANCHOR d O�IQI C7 n' 9 BOTH SUES (SEE SHEET 13) /15' M.POP RNETS O 1ALU0.O.C.DOTH SLOES EDGE. so EDGE APPLICABLEP / ERIC[OFF POIIRm RiEON� CONME N CO (SEE SHEET 13) POURED CONCRETE POURED CONCRETE RmUIfED _ CWEcIb1 Cs •MIN.E0. __ _ REGIA-RED •MW,Ep- __ _ __ _._MIN.-E0. __ _ _ ___(SEE SHEET 13) . _ _ _ _—_ • RFL EA. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION- 7A = - SECTION 713- - - INSTALLATIONS- DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N7.S. FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) \�Q�'�•.••"""••. ' 020157C1N0-TEC0TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CARAial"or NOTE FOR COMBINATION ,SECTIONS E/4�i : * EO- o EDGE DISTANCE \Q:,` F. V GENS 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 03/10/15 IN ANY WAY TO SUR ANY INSTALLATION. ��= I L. E G O ewe. FOLDING SHUTTER CORP. DATE J ;•k T1LLft TLSDNc R ENGINEERING CouPANr �PALI1�BEACH I&U'3 E leu IN a..EN INEE ING C R 111® 15-014 T SEE UMRA710N5 FOR®ON SNEEi 2 rO•,•' A min •rs,pmDe11-1511 PH:teoo-ea-6771 e-ma&t0006 1 a .w.Td6n4MuBrnaam ORAYIQIG Ne FH-0006719 WALTER A.TRUE Ur.P.E. en r ees1� one as r .m FLORIDA L 8 44167 WN• SHEET 7 OF 13 !!l111.i1�\111111` 'Poet®eoNGac,E On eloa IED 6 of amal YAx a vm 718E m=01ar sG+o18U AR HORS OF 1/4•0 TAP OhIS EVI X X TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE BE TOP OR BOTTOM :Ir AxG,ws On'J fsTE sn6nuA / CTU ) (6)1/+'•3/4'7Fx6 SCOW ------ - -.---------- ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS A7 2 as lOwnlneuur. O O O ___--0 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE ,-SPAN TUM PCR sortix� -- ------ - TUBE PRODUCT O o O o SIVE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1/4ti.3/4•ax Saw t/Y Tn' TUBE TUBE TUBE 06.88 I 0•A+•or Ots'orSW0•s 60• 106.0• 13 8 r�r)'+ 76 HALM ANN= rrt"q)WANME� (SM s00018� snm� 2"x4"x1/8' 96' $5.0' 17 10 ANGLE 1 144• 69.0' 13 8 t I a•«DAG•er 04. BO' 117.0• 17 10 4ie�a18F iAx2E t s 1/S 2'x4"x1/4' 96' 110.0• 21 12 pt OaE'vmIAO AYJ E0.(irPJ 144" 91.0' 21 12 T SPNi 11)BE 80" 109.01 17 10 SPAN TUBE MOUNTING MSTALlAT10N amu:NAs TYPICAL FlEVAT1D11 (TUBE AT TOP) 2'x5-x1/B' 96" 100.0• 21 12 x 144" 81.0' 17 10 SAY ma Iucn 4 1/2•LOLL 80' 124.0' 21 12 Ea(IMP.) I P001G 1/a•mm. 2'x6"x1/B' 96• 114.0' 21 12 mt 144" 93,0' 21 12 sra n SnLEmm �x4'n 3�•or *VAUD ALSO FOR T ABOVE TUBE INS(AL S ON ONLY WREN THE.PRO ON OF THE 11GS1/ak SHUf1ER5 Ht]GHf PROVE&BELOW DOES NOT IXCFED THE MAX.PRODUCT SPAN E ®t :8 •2'5t1µ1 LL710r11 T m (SFE SOIFOUIU SHOWN ON TABLE 1. Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE BE AT MIDHEIGH» MAXIMUM 1/4-..0/t'YEN SME 0 40�0 0 BE PRODUCT -LOWABLE NBE REO'D ANGLE NUMBL72 OF ANCHORS 0raa ---- - _-- SIZE SPAN SPAN LENGTH EA END PER END OF TUBE ------- 606�m ALLOY is ALM ANtaE 60" 76.0' 13 12 (a)t/o•y{•Tm� r�y m n sPAx mOE em Smma 2 x4'x1/8' 96' 60.0" 17 15 BMW euc a Y oc.Fa�n�Frur. p� J 144' 48.0' .13 12 ('gE SOUat1 On amus mxrnE1E (�mrs 1/4Y 7nras TYPICAL EL6bAT10N [TUBE AT BOTTOM) eFnuc`IuL � Axoloxs(7rP seNOxAD 80' 87.0' 21 18 SPAII TUBE MOUNTING INSTALLATION µs 2"x4'x1/4' 96' 79.0• 21 18 SECTION Y AT �mm L 144' 65.0' 21 18 Y ae. .,aNtanmau>_r3•••'«ru•n rail/r a F�m. 80" 77.0" 17 15 , LF70:RI emv-m AtuLL AxmE .y"r.:nc 1/t•71P. 2-x5-xi/8- 96• 70.0' 21 18 (T1rP.)(SEE sn4014.7 t 144' 57.0' 17 15 BO' 88.0' 21 18 qty 2"x6•x1/B" 96' 81:0' 21 18 Z Z a 144" 66.0' 21 18 INSTALLATIONS DETAILS Wj SPAN TUBE INTO POURED CONCRETE 1/{y• /•' OR GROUTED CONCRETE BL CK WALL - 6000• o s•as O O O -- ----- - -- --- O O O SCALE:N.T.S. 718E -SPAN Pm mUL SGE -------- - 6061,46 ALLOY O O 0 O O O Spmn>E m socnLa MAX A.S.D.DESIGN PRESSURE RATINC m *72.0 PSF tnmin4 eu67-m `\ '•A FLORIDA BUILDING CODE (High & Non High Velocity Hurrirnne Zane) (SEE 6annuA 4 «^' Iy9 . Q'-• ®2015 TILTE00 Me. DRA,N ar: Q7�� I �ya;• ��CENSF'••,'9 �_ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ��U "i o* FOLDING SHUTH CORP. xDATE 61DCx Y/dl RFOVNfD 3181•«5b•«Yia•.1/C CONCRETE �,�WOfF ' _ WFST P.1IA1 BF10(♦L]ll{1J oJ11E PouOR TIWT 7ESNN0 K ENGINEERING LOYPAHY I �a� (8)1/4•x 3/4'TDM SCRP/ �1C1R T1-T6 •AxF1E TYPICAL ELEVATION [TUBE AT YIDHEIONi) :(�� �1B P6•x«'.e>m7eA�i`-I o.r .•Oa'smO6i6n 1s+t61F°0 PFt 1800-m-ml 15-014 A 2-ae. (SFE SLrN01AE) 1.1 Z� . P .`t4 -rrAk utF Oool.com -Jdd 4*lAI . rn DRAWING No SPAN TUBE MOUNTING WUUATION t SFE UYDAT ONS FOR®ON SWEE72WALTER FA.H 000671 P E p.r oQao urt a r m d urt y, FUxtO(Lk/44167 .NNt SNFET d OF 13 • 1/4'..1 3/4• MN.Co. . TAHAHS/ UE- EHFx (SEE St. � MI4(SASS ANGORS O 1w D.C. 13) - E7aS1DIC STRUCNIE —————————————— —————— IDN.EO. 2 6.758'OYP.) SHEET 13 SrRUCTIAM SO R 2 T 3/S•�nIIBADm xol, 1/4•...1 3/4• // \ �,e%roP R 0 o c rox QJ rwcoxs/craErE-B�x \ Is a¢ 1 1 ANOfORS o,e oc. 6•POP 3 or 1 or O t or t OR I/Pr3/4• I �r 1• '6'� TExS o 1e•o.a � I W�jLL FACE �g so.v so.rr 4 - END CONDITION 9001 2 1 \ 2 / so.Q 3/i°'PDP IS 4 SH WN ,e!'O.c?/`•'°Ms 0 e (2) o OR sD O.C.0 M rare t) _�� TaCTERIOR (2)(ID0 30•O.C.o maw :�O�R�u ro DD \ 1> a(s)U o ao• O.C. M9sp s o 3D' HORIZONTAL SECTION 20 �'." � N"B '8 .IOMONPL SECTION .. FEW MW BE DR INSTALLDaMWM (IEVFAS ExIQeOR) NTEMDR OR camaR) OR DnEA0R) PDP wYos 4 OR 5 /e'coir. 4 OR 5 aR,/413/4• *MAY VARY AT LAST SLAT AT 7HAPPED pISTAW1710N5 60&-To xlm ANGLE mcs o 116•oc. I 1 rircaN/cRE,E-tEtx SHO r / _ SHO 3 t SEE uwAn=Fm®ON mmr 2 A" EXSTI 61BSEla RlE ANCIIOIS o 1!r o.c ro / DOSIINC STM=W- _ EM7M SRN- 2'.211/8•txNr. BUILD-OUT /2 1O63-r6 AuaY ANQE END CONDITION \ Ea Ea 3/16•PDP 3MVEM 11V DR 1/4•.3/4'TIXS OR Easms srR1A:IURE -END LOCK ANGLE Sims o'is O.C.'s"' END LOCK ANGLE HORROMAL SECTION lORQOR0IL SECRON NOTE-1 2•■26.1/8.6061-Ta 1//C[3 4'1EK OOM.AWNNUN SENT AV0.E Sp1LW5 AYTAC To ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP PND BOTTOM OF EACH EXTERIOR OR CFNRRMECE o 6 O.C. INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A (2>N'A oc o MrosP inR O�,To DD" SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE. - SPAN&(3) 30' 0.357'x0.357'AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED O. o tDBSPA /�.���.U.P ro 144'SPAN(R.INB INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SMM MAY BE INSTALLED A 0.200" LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM o wR°R ) OF THE TIP A SQUARE, 0.475'x0.475'x0.085'THICK COLLAR MUST BSHOWWNNE INSTALLED. AT THE TOP OF THE 4 ORW1 ALUMINUM LOCKING TUBE (0 A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE - ar>� ' (1)PIECE, 1.375' LONG, Wrffl A 0.366NO.366NO.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" 4fl ( )R DEEP BY 0.188'WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. soo SOLID THERMOPLASTIC TIP INSTALLED AT @8 SHALL BE ENGAGED-INTO 3/8'0 HOLES DRILLED ON THE OUTER 1 (MAX) HORIZONTAL FLANGE OF TOP/BbTTOM TRACKS. ( R)oR 4 OR o5 SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL ALTERNATE -- HOMOMAL SECTION FLORIDA BULLRING CODE(High&Nan High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. _ = 0 1015"'�01NC. TRAM II FOLDING IMPACT PROTECTIVE SYSTEM oRAWu.: No.44167 "°'"` FOLDING SHUTTER CORP. ah" CONCRETE BLOCK & WOOD (AS APPLICABLE) '* TILI�ECO NN °" TILLR TESnNO&ENGINEERING COMPANY 70"IENlSR83:T HATE •114 tum NW.m.SL sti 3M,tames ttNme,m WIN WST PAW GrACH FL 33+113 15-014 moi / '� rax.:(e 6)Bn-taTo.ru:lmtpn-tvt Ht 1900-•643-8371 ��i .,•=`G!�\\\ -maR 81t.000aol.eam .wr.fdapbAte— DMWNO Ib `'L \\\ EB-0006710 WALTER A RLLR Jr.P.E �'�•r eca nx r' lmsna TE FLOMDA L,c 1 H167 alma++ s1aT:T 9 W IJ z•:z•:1/6• 1 AUAIEAL ANaE Pain aur .S PFR SECTON/4• FEET e A A (z)3/Ig-PIP rads. Y Y 3•Y 118 EACHµ UF OF 2"Y 2• ANaIE IED WT FAQ NDMBAIM IlkiE ,\LE TROY OPEMwa d �OPfr "Ma' 05 OO AN 8 eSy MIU6an TO,I05T •'.3 s,ttualure: d 19 13 BUIID-0UT uoaNr �w�• PER SECTION 4,STRET 6 (2)a/le•POP BNE1$ EACH IED OF 1M" AIME AI.TERWE WALL _ EXTERIOR ELEVATION AND SILL LAND ATBOTHIEAD DES PLAN VIEW A-A uamrf�tanE OF PRODUCT aR,olxANf1Ei�/ `:` OPTIONAL SIDE ANGLE I(z){1/ ,:s/a � -' (FDB xnoN s slEr s) wi R, S e ;t a U� BGfOM OR TO WALL(2 FMXM D) AMBE E&ANaIE m sAs 7APaofL9/0RE1E-PIEIc \/. END P MAY BE FLAT ANCIOM O 18.O.C. QO END ; • Sl 6" 14Y�'RNM OR T� Z E7f61a10 fa/LR1EiE '�• ,.C. O 12"O.C. J 3 ,n I g CORNER POST .:� OF CONCREE ISOMETRIC SLAB (,TP.AT TOP AWT=2") 19 END.OR 00 BE MT ND -- - 2 -- - - --� - - - - ----- - TRAPPED EHD - --- - CORNER POST CONDITION Wf FLAT END /OMZONM SEMN T, CClli/i FLORIDA BUILDING CODE(High &Hon High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, =��. 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