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Florida Building Code Online Page ] of 2 Business & Professional Regulation Florida Depamll itd SCIS Home I Log In � User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Stall BCIS Site Map Links Search Busines Professi I Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R1 Application Type Revision 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 ® 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. [0 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 h++.,�•ufln,;��h,,;lrtinci nro/nr/nr nnn tit] acnv9nnrnm=xuC',FVX(lwtT-)nv7aROnNnnOPFir17, 7/1/2015 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 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 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Ddf 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.odf Created by Independent Third Party: Yes Back Next 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 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 haL. Product Approval Accepts: ®®MIMI■ itrnttcs 1.44r.n•//41..ri rinlh��il��nrt -rrr/"r/nr Ann ritl ncnv?nnrnm=vuC`YFV)(OxoDn V7AROnHnOOe6rl7.-.. 7/1/2015 GENERAL NOTES• 1. TITAN II 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 SYSTEMA _ 1/4.0 TAPCON W/ADVANCED THREADFORAI TECHNOLOGY,OR 1/4"0 CRETE-DTIX,AS MANIX'ACTURED Fly11WA'Bl1X.DEX. MAY BE INSTALLED AT MGM VELOCITY HURRICANE ZONES (1M�AND OUT OF THEIR(NFNHZ). INC h ELCO CONSTRUCTION PRODUCTS. RESPECTIVELY.OR/ 14 NOS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. DESIGN WIND LOADS SHALL.BE DETERMINED AS PER SECTIONS 1620(DMI k 1809(NHNa)OF THE ABOVE MENTK)NED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR NOTES, Kd-OE5,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONOf110R�ULTIWTE DIESM WIND LOADS OELFmI6ED PER ASCE 7-10 SMALL 13E FBbT C.1) MINIMUM THREADED PENETRATION OF i/4'•TAPCON OR 1/4'0(XRETE-DTIX OR/14 NDS WOOD SCREWS OR REDUCED TO ASD.DESIGN WOO LOADS BY MRAIIPLYNG HEAL BY 0.6 IN ORDER TO poIEARE THESE W/MAX.(ASD.) 1/4.0 NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-FOR C, THRU C4 AND C6 THRU CS DESIGN PRESSAIgE RATINGS INWATED ON SHEET 13. CONNECTION TYPE.AND 2-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 REOUIRED THREADED PENETRATION. IN ORDER TO VERIFY TWAT COMPONENTS h ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 S INCREASE IN MINIMUM EDGE DISTANCE OF 1/4.0 TAPCON OR 1/4.0 CRETE-FID(OR/14 NOS WOOD SCREWS OR 1/4-►NOS ALLOWABLE STRESS FOR WIND LOADS WAS WI USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED C.2 FOR VERIFICATION ) OF FASTENERS IN WOOD. LAG SCREED INTO WOOD SHALL BEAS 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 PANES,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626 t 1809.1.2 OF THE ABOVE MENITONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. WALL,ANCHORS SHALL BE LONG E14OUGH TO REACH THE AWN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.1.), HURRICANE TESTING LABORATORY(H.T.L) R 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 Nk 1604 OF THE (D) TO EXISTING STEEL STRUCTURE:MIN, 12 GAGE. FY-33 KSI(MIN.)MATERIAL FLORIDA BUILDING CODE 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D& ®SHALL BE 0 10 x 3 410-HT MINIMUM SERIES W/ 173.6 kai YIELD -1/4-0 ITW BUILDEX TEK SCREWS.W/FULL THREAD PENETRATION. STRENGTH h 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 BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF TTW BUILDER TEX SCREW 1'. FOR 6083-T6 ALLOY AT SUITS SHALL.BE Fy-25.9 Ii. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 ksL 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.ITW/BUILDIX TIX 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 SWILL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5, BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WIIH 35 kat MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE 6.ANCHORS TO WALL.SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER TENANT,OR OTHERS. MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO MONO POURED CONCRETE: tp,PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4.0 TAPGON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDIX, INC.TO MIN.fc=3192 Psi. WITH SECTION 1710AU 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. fe-3000 pai. 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. t/. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY HOTM BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. At)MINIMUM EMBEDMENT OF 1/4"0 TAPCON ANCHORS OR 1/4"0 CREE-FLEX INTO CONCRETE IS 1 3/4•. 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY 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; i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4•SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8' INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO-SOLINENT INTO STUCCO SHALL BE PERMITTED. DE 07/ ) I 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 S 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 BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGNEER OR ARCHITECT WHICH WILL ANCHORAGE SHALT.BE AS INDICATED ON NOTES A.1 k A.2 ABOVE BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WNL:ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS DELEGATED ENG04M TO THE P.E.D.ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4.0 TAPCON W/ADVANCED THREADFORN TECHNOLOGY.AS MANUFACTURED BY I.T.W. BUILDM INC. (E) THIS P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4.0 A 3/4"SOLID SET.AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. 1/4.0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRICTION PRODUCTS. NOTES; THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4"0 CRETE-FLEX NTLI CONCRETE BLOCK UNIT IS 1 1/4•. PERMfTS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SERIAL BE AS PER SHEET 13. �4`1*11 A'LT/z�A���iFLORIDA BUILDING CODE(High B Non High Velocity Hurricane Zone) LL B.2) 3/4"SOLD SET ANCHORS SHABE ENTIRELY EMBEDDED (7/87 INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 5.5 SCREWS USED SHALL BE i ,/z• LONG :•' \C,EN `���% ®4019 nTAzw NC TITAN II FOLDING IMPACT PROTECTIVE SYSTEMDftm MINIMUM SHOULD STUCCO EXIST AND 1"MINIMUM FOR WALLS WITH NO STUCCO_ F a 0/15 B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, = r rN NG SHAM Copp• °3 DAN ANCHORS SWILL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE " = E C O INC. TVW71R1 Cn yY1LF IM1E ACE SHALL BE AS INDICATED ON NOTES 0.1 h 8.2 ABOVE. = ,3..,4salL *= TILLIT TESTING Q ENGINEERING COMPANY mee NEW-101,'t L 33 -O. .�7�1l66{{yytt UU eme wa.as.n.s�.am Mor,awmc n.vAes NIST PNM eENOI.R 7JIA3 15-014 =9••, Q rw,. 1-lay.F-:LsosXn:- , Pro 1800-643-6VI O : - d:tat.-*-I a 1010VAM0- IIMMNf Aa MATER AA tIUTT J,P.E. �. A/,yY�Y •AL RORCIA Lx.A 44167 MNr av SHEET 1 OF 13 nn' xwI• � g a THAT 606.3-T6 ALLOY ® SLAT WINDOW Q L—END © FLAT END L730 5� LI�XTERIOR CENTERPIECE CTO BE USED FOR ALL INSTALLATIONS, sow LL -T6 ALLOY 6063-T5 ALLOY 6063-15 ALLOY MAY INCLUDE PERFORARONS AS PER (TO BE USED ONLY FOR INSTALLATIONS INTERIOR CENTERPIECE 6063-T6 ALLOY p�'TAIL ON SHEET JJ JO FEET OR BOTTOM ABOVE GRADE _ �'� MEASURED AT BOADM QF OPENING 6063-T6 ALLOY SEF COMPONENTS 20,21 d 22 ON 15 SHEET 3.) 1AV' .AJf' r/Y L/3Y T�f• I.Bl1• LNr .30.T pp LO/L' S.I20• � 1Y -rA'Sr� i !•.tl0• .O1 .f1O �• Ire' `� iii • .ar• wo r 8 .rBO• ,—� mrr asB �l s.ns• ?aril L7N' WALL HEADER Ism- (6) T2/}�yMr�}�'• rrBp'O' \ CEILING HEADER �t (9) BOTTOM SILL TRACK ® BOTTOM TRACK ADAPTER 606J-75 ALLOY :,/LAL..e�L l LLfiCK'1 -TS ALLOY 6063-76 ALLOY 6063-T6 ALLOY 606J-T6 ALLOY 1 - - -zeas•-__-- "..... t2 -°�•.•-=m....o-.-•"'" - oa0' COMPONCNT o D t1 t2 8 � bBz' a Q 2' 5" MAX. 0.125' 0.125' .ou' .oso•. -__ t .�I. 2" 4" MAX. 0.25' 0.25• 7—� �_-..-.y 1© 1' 2"MAX. 0.062• 0.062• S L- RAIN 1� ALT. BOTTOM TRACK ADAPTER BOTTOM RAIN GUAR 13 ALUMINUM ANGLES �� 6063-7HOOD 5 ALLOY 6063-T6 ALLOY 6063-16 ALLOY "0y�+.�,_ 6063-T6 ALLOY �a. EN TS `\\\ p166Nl FLORIDA BUILDING CODE (High 4 Nal, High Velocity Hurricane Zone) .Oaz'-� `�.Q�'t•,.GEN•S•,F,,d,9�y� ®2015 TRTECG INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DIVAN 0. L Bf8" 03/10/3✓03/10/31s LOCKING MUT TESTING a ENGINEEAMG COMPANY FOLDING SHUIIER CORP. 0-16 ACETAL arc 11EMSTAfff PACE ANN— w=PMM W,00t 0.&MI3 15-014 THUM�BSCR�EWS AT CENTERPIECE ® CORNER POST =* �� v ;L�= m1- "'"°" `v"I" 1eG0 -e3» FOR le/& \Vo/ a-n,al:FP1',.com ...,.,aMI,yN,Ataam,n O..Yllltl N. 6063-T6 ALLOY 1 6063-76 ALLOY �A•• P :��: Ea-00067,a _ MM. 28 112-LONG wFLOZI ti;1 1.67 / t f; . IfF Roma 0�-�a4167 .v+ni R acct 2 K u \\ //U1111111.... uTTorp (J)BONS OF 4TI11A wea SIO mae 1/4"0 HOLES i murm epa FA SPACED i 'ty iiOb i J/'APR .IO _—._- z-cLLv FAC N ADE TABLE 1: SOURCES FRDOO i AOvIRBCO1TH0S. OF WINDOW (SEE i1BlE 1)OO do OPTIONS Rs EOSLAYS SNNDAD 549 AW1 ELA"X PROPERTIES (Typ) QQ REFERENCE /O /SIXNCE nPLASTIC ) ELC1MIMOL W JLEJAN 1W RESIN Oo Ono SPCFCGRAVITY ASTM 0792 0.043 n/ii 0.013 11,11WL___ _- A wMDOW 1EG1AMlGLQQ Mr r9len4 TENSILE YIELD STRENGTf ASTM OG3B 9.400 p•e.L. 9,500 D.j. �>W fl FlD(11FL1L STRENGTH AT YIF10 ASTM 0790 12.500 D.xi. 11,100 p.xl. FLEXURAL MODULUS ASTM D790 340.000 p..L 315.000 p.x11.000 SNAP-IN END IMPACT, CLIP WIDPOW77� NOfCHEL 200 Am 0256 to FT-le/in 17 FT-n/In (SEE TABLE 2) W 2 S110KE DENSITY ASTM D2e4J 47.2% 64.5 X WAX In RATE OF BURNING ASTM De35 C-1 CLASS C-1 CLASS j A SELF IGNITION ASTM D1922 1040 T 900 T �l AAT NI'HDOW ti SLAT,WINDOW 0.060'wx SEGRfBBIG ASTM 0155 U2 i POLI'CAR90MTE HEATH; TENSILE STRENGTH AFTER WEATHERING ASTM 636 9302 pa;. 8840 p-L Z 1.000 32 NDI� W$JDOW(SEE TABLE I) TENSILE STRESS BEFORE WEATHERING ASTM 638 6461 P.L e8e0 Rei 40 MAX. i MAX (2)WHOOPS NAY BE AN h SLAT SPACED A U04MM OF 2 ART, WITH 12'MOV.FROM ENDS OF SLAT TOP h BOTTOM. -(L%MUIST INSTALLED AANCENT TABLE 2: SOURCES FOR ' i 9AT UNwlLY TO IERPIECa OR NOR AT CORNERS OF PRODUCT. gyp , Q rtt�PROPERTIES STMLWPO MASTER?DDL 000 I r--- --- ® SLAT WINDOW DETAIL RErERD+cE BLACKPART QQQ �EGEYARON) IOL91 STAYS OOO ' SLA73 20 SPECIFIC t.YAVRY ASTIR D792 O.D42 lb/.' =4 (R'P) QQQ (TMP) W/NDOw MFM_ Q T g TENSILE YIELD 1D STRENGTH ADB36 11.500 p.1 QOQ (J)ROWS OF ' A-5 m b aIND• DeD'• FIJY URAL STRENGTH AT YIELD ASTM D790 15,000 O O 1/4" HOLES i aHr PWA. _DqQ j EA SPACED L____ FTD(UTAL YODULLIS ASTM 0790 450.000 p.e.i. I ,r 1.4lieweeA: J/8-APART ulw aaAnetc6 ---p-u-H-� .alr a010- NOTCHIED 2Do ASTM D256 Ob FT-" mv Toeurlgrtw PITO 1o4u�roep6TTu1 II JI THERNAI eNu ptm arx• COEFFIfLEIT OF THERWL EXPANSION ASTM D695 5.5•10 int—T ZI ,�-CLIP © SNAP-IN END CLIP MEL IEMDERANRE ASTON D3410 500?F No BE USED AS AN OP77ON FOR ALL WAUA77GNS ® SLAT KNIOW MWAT ON MOO?LARGE A95SRE ANY RWGUAE PERFORAIIONS -- AS PER 2)ILTAOL DOW TYPICAL n SLAT WINDOW DETAILS -ANx. (2)NrNDows ANY BE IN ONE SLAT SPACED MW.24•APART(AW.EMERY 10 SLATS). W/ 20 VIEWING WINDOW & �21� n CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) (1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) FLORIDA BUILDING CODE (High h Nan High Velocity Hurricane Zone) 02015 WHEW INC. IRAN II FOLDING IMPACT PROTECTIVE SYSTEMIE CPAWN = 1 L ECO FOLDING SHUTTER CORP. O 7068 NE6G6ET PIAI'E WEST PAW OEM FL 37413Me 1e11D-s1}6371e7t-0aoi— ....Nelal9MertH.e.oe,e EB-0006719 WALTER A TK=Jr.PFLORIDA Lic.1"167 A......�\IN%1\l 1 2 3 4 4A S d 7 A /B 6 ' OC8). + A /-�2D Of W/ S) ,(f6 , OR 1 9 4 OR 5 8 (2 n_ w X n a z USE 2) AT 30' �a (aiI O.C. FOR PANS —. 'S rQi .j ♦ NOTE ON�-Sl R LOCKING TUBES @ AT Q4 a@. �+ UP TO 9 W 1. W (2)®SHALL ALWAYS UPO BE USED E THREE PRODUCT'S AT ) M FDSPAN LARGER ED USE (3) AT 30'O.C. SPANS SPACED AT 30' O.C. AT MIOSPAN. COMPONENT MAY BE rn FOR SP. ALLED INTERIOR OR QMIOR SD TO TAPPED WERPIECES THAN 99 UPL TO R44' ©OR© H S HALOCA11ON OF® LL BBE AS SHO ON TYPICAL ELEVATION. w be 2. 2) LOCK114G PRODUCTS CENTERPIECE ATWALL BNSTALLATIONS.E USED TOP ALOCKINGBOTTOM TUBES M OR 8 (2 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. 1 EL t SEE LIMITATIONS FOR©ON SHEET 2 1 1` SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEK;HT, FOR CONCRETE CONCRETE BLOCK OR 6 r O r O+ 3 r O+ 16 ,®+ , WOOD INSTALLATIONS. UNLIMITED WIDTH TYPICAL ELEVATION N. S. 1F NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SEC110NS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A h 78 ON SHEET 7. SHEETSEE SECTIONS IW & 2W ON 10. SEE SECTIONS 4W, 4AW k 7W ON SHEET 11. SEE �����``�Pp�TI��jT'A.,,� SEE SECTIONS 7AW, 78W, BW 14W ON SHEET 12. ✓ �� FLORIDA BUILDING CODE (High 8 Non High Velocity Hurricane Zone) 020IS lUECO Nc TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRUM W. 4167 i Aa/ME *= IL E C-0,,,. FOLDING SRUTTER CORP. u/art,s z Harr TL—NG A ENGINEERING COMPANY 70811 IE167REET(RACE Z (i7 um Iae�.sw.a.w sa woru o'1ma n..vlM WEST MW BECK R&%13 bo O of mn]vI-�6n e I DRAIINOMe T �M AOL71e1.P.E. Nw v IIIT ••• •••, _ nDR10A U. /"167 WN S1ELT 1 Of t3 POURED CONCRETE OR CONCRETE BLOCK EXISTING NON STRUCTURAL WALL C 0.060'THICK S.S. ,�OPTIONLL RAIN �N PPONAL�� IRM(DECORATIVE HEAD) (NON-STRUCTURAL) (SEE SHEET 13) -ROLLER HOUSING 1.000 15W .FO WE�/ (2)NLON jRAIN HOOD 1%%^'/ .essr(TrR.) — ( ,DN rt— I • I (NON-srRucnmA) Ito■3•ss.sxs.W/ -0.373'LONG NYLON 3/,6'ALUM.I 1CALUM.POP MOMBUSIWO W/A 0.,50• CONT. POP RNETS. • 'O.C. ) 8LONG TOP SECTION 0.500' 0.163'.0.270' • 18 O.0 1/4' 9AfDE%0.D.AND 0.243'T.e.AND .0.030' fTAPCOt W/ADIAMID0.225'LONG BOTTOM ULTRAFAB11 SEFIION 0.320'OD.AND WEATHER % POURED CONCRETE__ 1MK SEPARATION R �1/4T� OO0243'L4. SIPoPPNG EA 10 GLASS 1/4'SDE '/ / O/ WALL REOURFEOOR CONCRETE�OCK ( ! Of j � W/RUCTIONSIS SCREY2(1'.1" 3/IB-ALUM.I 5.5. NRPoPtMIN.EMBF➢EQ4T O fi'O.C. WASHE .. O IB'O.C. f Of �t 1 DI POURED CONCRETE IN OR CONCTtETE BLOCIf 1 MN. GLASON WALL REQU RED. I- TO CLASS Of ( / 0/ p -(SEE SCHEDULE ®t t - �VI ON SHEET 13) W MINT°aP.Rss� POURED CONCRETE_ r (SEE SCHEDULE ORCONCRETE BLOCK r .� �ON SIM 13) WALL REQUIRED. / / --- I , or l (7 '°" _� �1 ,/.'.. r me t ZJ s(SEE SHEET SCREW "NUT 6 WASHER a 4.O.C. 1/4'r RW EAILOOC /10.3'S.S.S.M.S.W/1/2'0__ •,.. TAPCON W/AOVNCED 'j, / l'LONG NYLON BUSHINGS THREADFORM TECHNOLOGY 0EE SSHE N 13) � (TypLON 1"'TOP AND EXCEPT WALL FACE MOUNTING INSTALLATION coNSTRualwi`r�amuc�rs I , 3/4- (SEE SHEET 13) ROLLER .TOP),EXCEPT AT ROLLER FKK14NG(TTP.) SECTION 2 CRETE-FLEX DW/1 3/4' N_ I (:•..•MA7t.) ANN.EMBEDMENT Nr O 6•or. 1 WALL FACE MOUNTING INSTALLATIONANCHOR SECTION t n — 'ACING '� GROUTED BLOCK RECURRED ,.BOO 2.300 WN. (MIN.1'0 2 wi GROUT)OR LGN, EA-� EXISTING NON STRUCTURAL I POURED CONCRETE / WALL TRIM(DECORATNE Sluj 0 6 ANOKR__ 6PAONG STAGGERED ANCHOR §PACING DECORATIVE WALL TRIM TRAPPED DETAIL FORg MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE U MAX. A.S.D. DESIGN PRESSURE RATING - +63.0• -90.0 PSF & CONCRETE BLOCK `\�pl11 I�1►) FLORIDA BUILDING CODE (High h Non High Vebdty Hurricme Zone) ®2015 TETECO INC. oRA SCALE N.T.S. ?••'���ENse••.9 'y TITAN II FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COMBINATION OF SECTIONS: 1B = E.D. a EDGE DISTANCE 03/10/13 — = FOLDING SHUTTER CORP. 1- MOUNTING SECTIONS CAN BE COM13NED (SEE SPECIFICATIONS ON SHEET 13) _ I L E C O BBIC. 7006 w36T�s PACS °A� IN ANY WAY TO SUfi ANI'NSTALLA710N. _ TILLT TESTING t ENGINEERING COMPANY WEST PNM WALK FL 33413 4.>Of iAf.TFe.n.f+x4 vnce..enms,a v 15-014 -o'•. S F :Q'- PN.w,(.obm,-,aw.reit xT,-,y, ' PN:le00-043-enl 9O,rrw.falenP6nRfrf.4am DMWNf•Ile ED-oo00 o67,a t SEE UMRATIONS FOR®ON SHEET 2 1y. j�-- WALTER w nLUT d,.lb)PF. FLOPoDA c HSI EET $OE 13 1111111111 --A SOUi - 1 1/4'�.J/4'IDC SCREW OR 1/4'a 3/4' T--'� - � S W/NUTS k WASHER O0.060'THICK S.S. I I MIN.SfPARATRIN POURED CONCRETE OR ROLLER HOUSNC 1 KIN.STPARARON TO GLASS ID O1A55 CONCRET- REQUIREDE ( E0. OPTIONAL RAIN HOOD r (OWN sItEE�tl -�or is ON SHM 13) 1 or �S OONIECIION r4 (MON-STRUCTURAL) 1 3 (SEE SHEET 13) ALUM, t m / /10s3•SS.S.N.s.W/1/2'4 ALTERNATE RI53/1 s'ALUM. C. p�t ALIERINTC 7/10• 1 3/4'IANC NYIAN BUSHNR POP RNETS O S'O.C. _. (TYP.TOP)AND 1'LONG(TyP. AT REM. AT RFAR. RBOTTOM)USW EXCEPT AT ROLLER I --- / HOLaNc(rn.) I (2)NYLON • o.e55-0i�.) _ �._l 1 1.' J 9 te'AWN.POP RIUETs •; / J 16'ALUM.POP RIVETS I �! / 1 / • to,O.C.BOTH sloEs s O 10'O.C.BOTH SIDES y �GTEgIAIE � _ --__ 3/16'ALUM.Pop 0. ORIENTATION aJ RNETS O le'O.C. 11001,13; f0 x Y SS AYS _ / 0373'LONG NYLON OOT.0.163'i / MN.3/4'PLYWOOD BUSHING W/A 0.,50' I MIN.SEPARATION 0.270'x0.030• � MIN.3/4'PLYWOOD 'O REQUIRED LONG TOP SECTION 0.500' ULTRAFAB REQUIRED g 1/2'MM. OA.ANO 0.215 iA.,hND l 10 fA.VS WEATHER 1/4'a TAPCONS OR Q 0.223 LONG BOTTOM (SEE SCHEDULE STRIPPING EA Or CRETE-FLp(—� IS 1/4•TTlau BOLT w/ SECTION 0.320'O.D.AND SMFF.T 1]) SDE(TW.) ®t AN410R5 0'O.C. K EACH SI k NUT O lO'O.C. 0.245'LA. _- EACHI SLOE. 4WASHT4'/ 1 ER BOLT w/ . u 1/4- k NUL•5'O.C. 1/4'0 TAPCONS OR POURED CONCRETE OR CRETE-FLEX ANCHORS 6'O.C. CONCRETE BLOCK WALL } Or PEOUIIED �-_2'x4.OR 2'4-1/0' POURED CONCRETE OR 5%rX1/e'6063-T6 CONT. 6067-T6 COM.ALUM. CONCRETE BLOCK WNL ALUM.ANGLE OR OEM PLATE- ALTERNATE LATE ALTERNATE 3/1e'AWIL ®t 6063- REAUREL POP RNEfS s 5'O.C. AT ILEI. STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION_ SECTION 6 MAX. A.S.O. DESIGN PRESSURE RATING= +66.0, -66.0 PSI] W �AS.D.DESIGN PRESSURE RATING= +66.0, -66.0 PSF� 3/16-ALUM.POP W&TS OMN.SEPARATION _ to'O.C.BOTH SIDES TO SCC1A55 —(SEE HEDULE ON SHEET 13) LEO T Of Q. --EO. 1 ORIENTATION ®t G7 ALTERNATE LEG (SEE SHEET 13) k ANCHOR ORIENTATION t/4Y x 3/4'TEKS SCREW W/ POURED CONCRETE OR 5/6'WASHER OR 1/4-.3/4' •3 CONCRETE BLOCK WALL- BOLTS W/NUTS d 5/6'WASHER O J .� REQUIRED 4'O.C. BUILD-OUT FACE MOUNTING INSTALLATION cowumDIL C4� SECTION 4 (SEE SHEET 133 1/410:3/4•Tfl6 SCREW aR 1/4 3/4'BOLTS W/NLTS CONCRETE OR t 5/CX'Y0L91FR 0)Ir O.C. E MOM WNL— INSTALLATIONS DETAILS INTO CONCRETE RFOURED & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. `111 I I 0 A (BOTTOM! FLORIDA BUILDING CODE (High 8 Non High Velocity Hurricane Zone) ,•••••••.,,•�9 ®2015 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM pA./.- • NOTE FOR COMBINATION OF SECTIONS: # �CEN,9 : A6G'/"L' E.D. >< EDGE DISTANCE _ � F �•. Z 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) o3/ih/ts IN ANI'WAY TO SUR ANY INSTALUTON. '•-1 _ IL E C O IMC. ���' ��R CW. DATE PWT TESTING k ENGINEERING COMPANY WESTPPAlM�R&U1J o'•. STJKfEO W664.. tt s.m wawrvwaAnvtr 15-014 t SEE LIMITATIONS FOR©ON SHEEP 2 Z .•• tV� ( �®--00067th L>m>.n-1y1 Rb t1Ro-W-a77t ff - l:4lhro0eel.mm •w./olONprNewa�Ran1 DAA•XIIIG No T7 �- WALTER A. R Jr.P.E •^� FLORIN 111 I"167 A•Mx w 51EC7 6 Of 13 • FII11111111111111L -•YIN.E0. FD. ED. POURED CONCRETE CONNECTION C5 REWIRED (SEE SHEET 13) DOW THICK S.S. ROLLER MOUSING OPTIONAL RAN HOOD (NON-STRUCTURAL) n 10J'S.S.S.M.S.W/1/2'e O.OS4ti .� 3/4'LONG NYLON WSHINGS (Typ.TOP)AND 1-LONG(TyP. 8 _— BOTTOM).EXCEPT AT ROLLER HOUSING(mJ /10,3'S.S.S.MS.W/ 0373'LONG NYLON 3/16 ALUY. BUSHING W/A 0.150' POP RNE15. I LONG TDP SECTION 0.500• a la,D.C. ---- -_ O.D.AND 0.245'U.AND COM.0.163,0.270',0.030' 0.22r LONG BOTTOM ULTRAFAB WEATHER �. SECTION 0.320.OD.AND STRPPING Ek SDE(RP.) 0.245•l.a. W.H MINT 5EPT10N ®t h -.--(SO CLASS EE SCHEDULE-... TRL ARATION ---- ON SHEET 13) ( � , - In TNI,.SEPARATION I n o ON scET 13) ®1 1/4'r A 1•TEK SCREW OR ---� ro CLASS �^ 1/N-20',1'S.S.MS WITH (SEE 5f71EDl1lE l Of OPTIONAL RAH GIARO NUT d WASHER O 4.O.C.',� ON SHEET 13) W I (NON-STRUCTURAL) --- I F 01 r- ALTERNATE 3/16'ALLM. I POP..a 5.O.C. ...„) -St� AT REM. (NONSIRUGTURAL) ALTERNATE 3/16•AULL . - n --09 _1 1 ALTTFINTE LES R n POP RIYETS a s•O.C. �J n� 7� ( LOGTpN MIH AT REM. �� n 3i `-3/1e'ALUM.POP RIVER 0Q1d'iION C7 ^ 9) •10.O.C.BOTH SIDES (SEE SHEET'3) 3/16-ALUM.POP RNETS _ 0 10'O.C.BOTH SIDES EDGE OF . {O.~ AAPP 1ICwAKE SLAB of ./ PaNm APRICABLE 13DN1�101 a NEWRIED (SEE SHEET 13) POIIRm DorteRErE POURED CONCRETE flE . L--•MIN.E.D. REQUIRED O4�IOM a •1K ED. •UK ED. (SEE SHEET 13) •UK 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. 4444 FLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zone) ®2015 TLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAIIN MEL NOTE FOR COMBINATION OF SECTIONS: * E.D. - EDGE DISTANCE EN 1: �CSF ••. 1— MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) - FQIjp $NUTTER CORP. 0.T/1o/15 IN ANY WAY TO SUR ANY INSTALLATION. _ _ = 1 1 L.LTE C 0 1 N C. piATE *�/ •(*= 111117 iE3T1NG! ENGINEERING CON- 700e HEMSTREEr PLACE / . Av1 w Ta.sea.T W,Y.cNw wWra n.vl« WEST MW�i K FL 33413 15-014 ?SEE LIMITATIONS FOR®ON SHEEP 2 A9• A EEF �� i"-'moi ltateooeaoimm�1-I'J1 ::HH BpO ORANq Ms ®-0000719 WKIER A TELT Jr.P.E. .At< FLORIDA Uv./N167 w.o^. w SHEET 7 OF 13 7IEIINN11111\\\\\ •flI CoporTE OR OK WALL l'OrQa a.BGG•NNL Z-zz eines wu pEauEED (S¢soouE) � (SEE so"EmA XXTABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOAl o.G•a/r Asara c 0 0--- - -------0 0 o ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS SPEa lUliF PER SOIEDUIa -- ----------- -0:1NBE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE aou-ra wnr O o 0 0 SIZE P$PANS TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM /4v,3p•Toa Sae. i TUBE TUBE TUBE e a•oc 'n'' r.r«rr« 3.41 3v« G 60" 106.0" 13 8 •0•.1/4•v u3Nm, tis•.i/4',,awm gg - m ANQE AWN. n ApaE g 2"x4"x1/8' 96' 85.0' 17 10 (stx Eso 3tI1TDlpJy sl3cnuq --..-._-- -- , E 144' 69.0' 13 B ) « 3tiz•.1 Stir« � BO" 117.0_ 17 10 -n 2"x4"x1/4' 96" 110.0" 21 12 (5[E SOEDW.l7 ANGLE pt Fri pt Fo.'��rP.) _ SSS ..._,SPAN TME 144" 91.0" 21 12 80` 109.0" 17 10 SPAN TUBE YOUNi1NG INSTALLATION TYPICAL ELEVATION (TUBE AT TOP) 2'x5"xt/8" 96" 100.0' 21 t2 .. ��/•y�(�a�E�F/LpAf� 144" 81.0" 17 10 lGVE N1S� •"SPAN VIBE IENGN 1/2-MOL 80" 124.0" 21 12 2N6 0/8" 96" 114.0" 21 12 T(011-1 I 144" 93.0" 21 12 YN'«res•« # VALID ALSO FOR MIDHOGHT TUBE WSTAL1AT10N ONLY WHEN THE SUNAiION OF THE 'r 3%r« SHUTTERS HEIGHT ABOVE k BELOW DOES NOT EXCEED THE MAX-PRODUCT SPAN satin/4'x TD.ANG p t x,2.01•x U3,UIH NUN.1Y,aE aoa3-n AWL ANGLE r, SHOWN ON TABLE 1. (SFE 9aNDIAEI sofa-(S � (SEE sa Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 3 MAXIMUM ,3/4•MsaaW o 0 0 0 TUBE PRODUCT ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS 1/,•. e e•oc ------ ------- SIZE SPAM SPAN LENGTH EA END PER END OF TUBE N•«ru•« SPNI TUBE Pa ScHm,,E EoaT-ie war aads-m wNF 76.0" 13 12ANGLE (SEE mmmKE) 60 - (a)1/4•.3/4"roes sari _ TUI;E PER S0yE 2'x4"x1/8" 96" 60.0" 17 15 nT Sc Nuco xE1 Ar Y of Ta minNrALr. 4mooft Ova 144" 48.0" 13 12 C� GR Q%M rnN W pas a,/4v rAnmrs TYPICAL ELEVATION (TUBE AT TTOYI BLEM WALL loaxlm - � ,)(sFE � 80' 87.0" 21 18 SPAN TUBE MOUNTING INSTALLATION 2"x4"x1/4" 96" 79.0" 21 18 Sam SPANTUN144' 65.0" 21 18 (a)1/4•.3/4•Has San Y.4•«rAr«3tir.1/4• ♦' -�. 80" 77.0" 17 15 AT Y-LGNaRI0W411Y. LENGTH eons•m ALLY.ANGLE PENNG MD 1/Z•TTP. (3)IaRs aE,/4y (sEE Salina+-7 I 2'x5"xt/8" 96' 70.0' 21 18 (SEE 9w:NMULE) p t 144' 57.0' 17 15 &8 80" 88.0' 21 18 pt aid 2"x6"xl/8' 96' 81.0" 21 18 Z Z 144" 66.0" 21 18 Lo e T5 o a INSTALLATIONS DETAILS Wf SPAN TUBE INTO POURED CONCRETE 1/4ti.3/4'Mx sW -------------- OR GROUTED CONCRETE BLOCK WALL nooG'NAtc •e oc O O O O O O (9.E sr>axD - -------------- SCALE N.T.S. VAN TUBE PEA SCHEDULE gyt TUgE fop STj eo m-cN,• _ 0 0 0 0 0 0 MAX.0.SD.DESGN PRESSURE RATING - t72.0 PSF] T� 3'ati,/„• _m rt ` G °¢ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) (SEE ANGLE _ « (SEE BANGLE O y�Q.•' GENS P�� ¢D m13 nLTECG Nc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM '••.: '= 91. ��"""�-�� __ FADING SHUTTER CORP. DATE ^ °COIR w,l CONCREVEaPENNc eon, pt 3- IL E C O INC. [Ana(aW1 RECIWD 3'N'«3'.s•«riatit/,• =n--* ��= nWT TESTING t ENCWEER(NG COMPANY WEST PALM PLACE70M HEMSIREET 13 I.)1/e.3/4•MIS SaEW "a063-Ta'' 'Yi4E TYPICAL ELEVATION QBE AT MIDNEIGNTI Z' � .E/✓` Saw a"sn..3aa,Hou awods.n v,se 15-014 AT 2•QG 101dIUDNNyY (3tF scNFDL E) �r� 9•• A (L M•• OMm�Oi:�Ullaae0aol.ee 1ma'� N, �ldG a(npMulbnmm DRAWING Mo IINTINA O B15TLLATION t SEE DNRATIONS FOR ON 5!¢ET 2 ' O WALTER A.TTWT13r.P.E. SPAN TUBE MO ® 1` FLORIDA Lie./N1e7 .V,9 a SHEET D OF 13 ECT10M yi L 11 1/4'0.1 3/4' MN.Eo. 7Z- PGONS/CRETE-FLEX (SEE SiEET OnrI1G GLASS NCHORS•1e•O.C. 13) —� COSTING STRUCTURE LILs TRP,) 13) E70SoNG 1 i4 ��ll sTRucsTR1x.T11r+E3/6'0 TINEA=H /4•r.1 3/4' 3/16'POP RIVETS OR a CENTERPEtE FORK TAPOONS/ORTE-LEx1/+•.3µ•IM a (TVP.) ANCORS•Ie•O.0 Ie•o.c 13 1 or or 1�t or Ior / ENDCONDITION NG.o-_ 90'0• eo.v 3/1K POP H«cTs aR :/4 .3/4'ma e / 8 SHf�WN a•oa (LEVERS INTERIOR ORv5 OR SE (AM NOR t) (x)®e 3u0�•oa e EXTERIOR HNA®POR 30 O.C.s µ N•ry)APT F• SPAR a(3) a 30' ac a MOSP \ HORIZONTAL SECTION 20 O.C. J:��ow� �'wT SPAN m"A MOR90NfM SECTION SCV"MAY BE NSTILLIID (llYET6 ) NIFIWR Cavem OR EXTETa010 / /16'POP R\ INTERIOR W onufam) ut 1/4•z7/4' I 31E WY 1LERY AT LAST SLAT AT TRIPPED pISTALLATKINS Y63-TO'CONI. ,FRCS.Itr o.c 4 OR ron5-Ta ALLOT ANGLE 4 OR(5� TAPcCN/CRETE-FL0( SHOWWNN TAPCON/CRETE-911( SHO WWNN \ 3 T SFE ILYTATIDNS FDR®oH SLEET z ANcNops•1e•ac.m ANCHORS 0 18•0.c m kYISING STRuchXm CMTM STR1x:RW QQ i — 00551H"`'ETRE x'.x11/e'Cart. BUILD—OUT \ M� eoa3-Ta Auw ANGLE END CONDITION 3/16'POP R"'E'S EesT1rJG snmwE 3/4'nEXS OR END LOCK ANGLE tN=031x'cels V/ END LOCK ANGLE HORIZONTAL SECTION NdaxdRAL 5EC1WN NOTE 1 CUNT.aw uu 1/E-MeANaET6— �scnEes:Ii4a`Eo3/T ONE ONE SP LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CEN1EnPWCE 0 a•OC. INTERIOR CENTERPIECE®OR%, INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®. A HJIoSP •30•ac°—. FOR m 99• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, SPAN h(3) •30' 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED O.C.a Mose MR LN' m tw•sm(" INTO IT W(TH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH SCRM W�PWAII E0 A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM NTERM OR ExTETam) OF THE TIP A SQUARE, 0.475'xO.475'xO.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR5 ALUMINUM LOCKING TUBE @ A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE v SHO (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" (L"To DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. FOO' SOUD THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER (WAX-) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (LEMM MNToaa 4 OR 5 SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL L��"%11111110110"' N IIII/1fN,�� o`�� NoaxON AL sEcnSWIMA.TI(l A 1/ FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE• i mx013TnaEcolNc' TITAN It FOLDING IMPACT PROTECTIVE SYSTEM i NO. .44167 k= 03/10/15 CONCRETE BLOCK & WOOD (AS APPLICABLE) IL E C o LMC. FOID70M SHUTTER CORP. OATS i' 111LT 1ES1INO k ENOINEERINO COMPAIIY meg Nk]WJCH. L&3 44 Cee A sw N.tw eos.wow.HAImHH.n ntw T Pur eErC3 433413 15-014 • Q���` :poe>ti-ta+o. Etm>tHt-TUI �:tetx/-w-6sTt ��` S:t0t...*..I— raall9aH.elw+mN MINING x. E13-00X6719 !4 A WALTER A N TxJr.P.C. P'CI lE FLORIDA Lk./w167 — 6 SHEET 9 OF 13 [2', X M" ,/e- 1 ALIRIRAI I SULD-OW $ A PER SECTION 4.S EER s (2)3/1e•ror Ishls. 2•.2•.1/6'— EACH LFC OF 2•.2• ALSIIIMW ANYLE ANGLE ANGLE LEG MY FNS AMY FROM OPDIR' (AE s 4aRIL)OR low" a OPENING.NO ANCHORS REWIRED TO MOSTSTMICRK OOIO-OMT MLMRO PER SECTION 4.SHEET 6 (2)3/16•POP RNETS. EACH lEG OF 212• ANGLE Lam. SIMILAR AT HEAD PLAN VIEW A—A MOUNT ALTERNATE TFOR ONEAN EXTERIOR ELEVATION D SILL AND Bon(SIDES OR BOTH ANGLES�\,� OF PRODUCT R0 (2)a 1/4•..3/4 = ®� OPTIONAL SIDE ANGLE IDS OR J/,r POP V' , ,n't, 1/2•a E/!•.0•_2• RNETS PER ANGLE TO ML M ALIA LM ANKLES TOP a (FOR SECTION 4,SHEET e) TUBE BOTTOM OR TO WILL(2 WOLRRID) I21,/4'.TAPCAN/ -FLEET ANCIIIq EA.ANGLE TO SLAB T/4'/•I 3/1' l1 END PIECES MY BE NAT 0�-� lam • END OR EDD ..p 3/,6•POP LEIS OR DL6TIG STNICTUE 1/0 a.]/C Im 3 J CORNER POSTCONCRETE . ISOMETRIC SLAB a I— AT TOP AND BOTTOM SA®) �n1 �OR L� PIECES My BE MT 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION \\````LT�1�111)1111N�%AAAA�i� rP, 1In` J' FLORIDA BUILDING LADE (High do Non high Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE ���' �\utNSF ®201$RhCO 6/C TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OPAM W. CONCRETE BLOCK & WOOD (AS APPLICABLENo.44167 *_ �—euc. Fpm SUR t�ftP >Sa'3 Z q ` TWT TE-NG B ENGNNEER,NG COMPANY 7066 IO611¢T PLACE Lt®N 6.a Lw.t Aa4 rnaRR•cRan L.]a IM REST PAW REACH.R 33417 pmx„-�>,P....:Ebsln,-�A„ 1066-643-aT� 15-014 (�R�.•��r, 9B- 719 aM.BO R. WALTER A n1LR J,.P.E mR,s AA RORLN Ut./"167 ,AAw SHEET 94 OF 13 LL WALL FlWSH OPTIONAL RAN 11000 (NON-5TRUCNRAL) WILL F8191 .'r., -/10x3"55.S.M.S.W/,/r..3/,• •r^- V.0410"THICK S.S. LONG NYLON BUSHINGS(TYP.TOP) CONNECTION QOLLER HOUSING AND 1"LONG(Typ.BOTTOM).EXCEPT AT ROLLER HOUSING MP.) 0,060'mlaR ss ROLLER Hcwswc OPTIONAL RAN HOOD (1)NYLON (NON-STRUCTURAL) ROLLERS 0.855"0(TYP.) I 21 a"CONI.00000 J/18"KUY.POP HEADER REO'D.-- I /10 a 3"S.S.S.N.S.W// L _ ..- .._ —RBIE75,a IB•O.C. ;x:� •�j 0.373'LONG NYLON dU91INC W/I 0.150" 0.183'.0270' .9• ODtIECIgN C1 I LONG TDP SECTION 0.AND O.D.AND 0.245'i.e.AND x0.070"ULTR . 0123"LONG BOTTOM WEATHER 1 Or _.- WEATHER SECTXN 0.320 0.0.AND STRB'PINOEA 12 I.a. SIDE(tYPJ T W 3/16"ALw.POP ' MN.STPARA-n 2"x1"COM.WOOD— I MN.SEPARATION w T 0 GRASS HEADER REO D. TO GRAS (SEE SCHEDULE1 Of 7-- (SEE SCHEDULE t ON SHEET 13) 1 ON 9RCET 13) ®t 3 ® I I III Y•NC COM.MOOD 1 PIKE WALL FACE MOUNTING INSTALLATION e SECTION 2W (TOP) e 1 CONNS;DO l C1 WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD W111111111""',T jr�i "A\`YFLORIDA BUILDING CODE (High& Non High Velocity Hurricane Zone) �p. ICS/ r i SEE LIMITATIONS FOR ON SHEEP 2Q';'•��G EN$F•' ®aols Tarzco Nc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEMNOTES- i ' NO FORD NIK�TION =COMBINED = I 2 FUN Cl11TT[p �y�pp• O3/1p/IS 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO _ IL ECO IMC. FUN JfNFtG1T NVN1" arz BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1— MOUNTING SECTIONS CAN BE COMBINED = = TIWT TESTING t ENGINEERING CoYPAM 7088 NFlI57RFET RAL£ IN ANY WAY TO SUR ANY INSTALLATION. ,�j•D: aiee N ae.a,8a Toe.ww 1 ,n v1s �T PALM SACK FL 3N13 15-014 •'. •[��l/ .(A leRl-lsto.ra I—W,.-1u1 PH:1800-M7-8371 11 �/ a-mail:Ml«aaad.00m w fak2r%*Abnmam o"7ol- 0 N ERA-0008719 xs v �o WALTER T" r'�t dE FLOIBM L,/H167 1 r AY•AN SHEET 400.0 Ty 1/4•r.3/4'MCS SCREW OR t/4'.3/4' ROLTs w/NIFIS!TILWWA•6.O.C. 4'.6'(Mln.)EXISTING WOOD BEAM `^ REQUIRED.STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE ',- CE TIRED BY REGISTERED ENGINEER OR ARCHITECT PRIOR WALL FINISH ooeo•THICK S , t SEE LIMITATIONS FOR®ON SHEET 2 TO PRODUCT IISTALLABON. ROLLER HOUSING 2'X4'CONT. 04 TIliEOEEtOPTIONAL RAN 1100D NOTE FOR COMBINATION OF SECTIONS: REa'0. Ea. ANY IN EQ. (NON-STRUCTURAL) /10.3"S.S.S.M.S.W/1/2.0.3/4' N ANYUWT,AY TO SUITSECTIONS c' BE BI NED CdlE]CTgN E21— LONG NYLON BUSHINGS(TyP.TOP) AND 1'LONG(Typ.BOTTOM).EXCEPT pp AT ROLLER HOUSING(IVP.) f\W -. •.w.2• . OPTIONAL RAIN HOOD a- (NON-m: (2) 1- FOR WOOD FRAME CONSTRUCTION: WOODO-E-n-ruz TO y, NYLON f ROLL 63BE HAVE AMIN-SPECIFIC DENSITY OF 0.46 a m 5'r(TVP.) — _____ 3/18'KLAN. — 1(_Jr 1L 'I I d POPS. /10.s•S.S.S.M.S.w/0.173•LONG NYLON 0. A00.150" I 3/16•A.UAI. KTWNTE TEC O 18'O.C. BI0"OJ w/ LONA TOP SECTION POP RIVETS. I LOGTION CONT.-J BOTTOM SE AND 346"L0.AND 0.323"LONG (SEE NOTE•) 0.163.0.270•.0.030' BOTTOM SFL,10O 0.3/20�.�'O.D.AND 0.245'I.e. O 18.O.C. ULTRAFAB WEAIHLR (1YP.) M..SEPARATION I I STRIPPING FA SIDE TO GLASS or �1' (SEE SCNEOl1) ( ON SHEET t33I � I O! T MIN. Tn GLAS DON SE �111��/��IVVVVVV MIN.sFPAPATKW SCHEDULE I _ MMM E V TO .GLASS (5EE SCHEDULE (SEE SCHEDULE I ON SHEET 13) y(.-,�N or N T ON SHEET 13) . ® T « as'�'' I I Or® T ALTERNATE 3/I6•ALUM ALTERNATE TEG 3 vS OPDONK RAN GUMD fi]P RIVLTS•5'O.C. /(�/ LOGDON (NON-STRUL""', IKTERIM�2wTL1ON EE' AT RIM. 1 11-I 1 Urjf-�i ` •5EE NOTE•) _ (SEE NOTE•) 1 1;. _�j �IIEGL I ALTERNATE 3/16-ALUM: POP RO 5 5'O.C. II L r I I 11 AT REAR POP .M1£TS 11 i� II 2'r4'CONI.I 1\ F--_ ___i 11 Q W000 PLA _____; II n I n s ♦'. _,�,:_' � 8 REO'0. ' II _POP_ �'r-- „ 3� •10.OA.9 N sm 1�. I :n 39/16•NUM.POP RIVETS ^3' O 10'O.C.BOTH SIDES E0. Ea. _ 2.6"MW.WOOD Q OEgE REOIWiEI) _--�— ii 2-w 0 Of• T/4'e.3/4•Tm SPEW (NO mmm ALLOM) 1/4•r.3/4'XM SO" 1 I � oR 1/C.3/4'BOLTS w/Nuns TIAIOER OR �� F�1 h 5/6•WASHER E Ir o.C. }-a011iC1141 06 3/4•BOLTS W/NUTS! 1 I 00"Nsul I 04 I 2•M —11I WASTER O 4'O.C. N.6D.—+-2'WN.E 0. C3 WALL FlNISH MNL FINISH BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION SECTION 4AW (BOTTOM) SECTION 7W SECTION 4W „Ht lltitt p„ T/ FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) NOTE ' :ALTERNATE LEG LOCATION AND ANCHORAGE TO WAIL SHOWN DOTTED ✓�?.� 4.v1201s nTECO IM. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM INSTALLATIONS DETAILS INTO WOOD j FODSNUER CORP. DM°EOLIEC IMC 700 WWSTREET PLACE SCALE N.T.S. �:•a� •�•? TILLIT TESTING a ENGINEERING COMPANY WESTBEAM FL PALM n.vies Z. leoo-e4J-eJ71 15-014 •. clmm I-,vo. :tmrl,-,v, DRAWW Ne a:IRI o0od.mrn ..../aI4e,Ir..La•+.o.n, WILIERA TILL Jr.P.E.r1 FLORIDA Li.. uIr7 STEET 11 a/J NHHIII I �YML SEPARATION I I j Ass TO CHF S MIN.SEPARA7%IN Of ®T (SEE$GIEOUE-- TON SHEET 13) O CLASS (SEE SCHEDULE- � Or ® 3M ON SLEET 13) 0f OPTIONAL RCN GUARD (NON-STRVCNRC) ?x 1/4'o a I"TEN ' po(NATE 3/16'ALUM 3 SCREW OR 1/N-20'.1" POP RNE1S O 3'O.C. S.S.MS WITH NUT h AT REAR. q n 9 WASHER O 4'O.G. I 'u,- n • 3/1C ALUM.POP RAMS n'< O 10'O.C.BORN SIDES EDCE OF SLAB R IF APPI'CABLE_ EDGE OF SLAB IF APPLICABLE ALTERNATE LEG hl Ry tj C7 - - ANCHOR LOCATION 27 vv{{ (SEF NOTE•)� w - \\l 2's6'MIN.W000 DECN REQUIRED (NO FINISH C LOWED) C1711Ef310N!.W EDGE OF �- 1 2'MIN.E0. SLAB IF EDGE OF 2'MIN.E.O. APPLICABLE STAB IF "p�` T SEE LIMITATIONS FOR @ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION 1 6� ED ___1.MN.E, - NOTE FOR COMBINATION OF SECTIONS: SECTION 7BW (BOTTOMMIN. DECNMREOUIw� 1- MOUNTING SECTIONS CAN BE COMBINED -- -—- —- (No FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. Mw.SEPARATION FLOOR MOUNTING INSTALLATION PUN R."°°D (�GLASS SECTION 7AW (BOTTOM) NOTES ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO _ x BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUALwAu FINISH or ®T 3a (3)5/16'6 LIG •� 2- 2- SEE SECTIONS 6W k 14W FOR MAX.A.S.D. DESIGN SCREWS W/2 1/2'Mw. MIN.ED. PRESSURE RATING B SPANS 8 1'.4'a 1/6' PENETRATION AT MOWIDTN 6063-i6 COM. (27 OF RAFTFIN/TRUSSES $ ALUMINUM TUBE 1/4'x4'(6063-T6)FLAT EXISTING 2X WOOD 2'x4'MIN.woo0 PLATE W/1/44.1'TIX TRUSSES OR RAFTER SCREWS O 8'O.C.w 0.T 2l"O.C.MA%. STUDS O 18'O.C. vBETW EN�S O Soo, 1 n PLATE W/I/4'►x1'7IX (2) 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX SCREWS O 4.O.C.W -- - ANCHORS aR/14 NDS WOW SCREWS OR 1/4'0 B BETWEEN TRUSSES _ EpOE QF APPLICABLE) NDS LAG SCREWS AT MIDMIDM OF EA SND W/ 2 1/2'MIA.THREADED PENETRATION OM WOW STD 1/4Y x S/4'TICK 1/4'MAX PLYWOOD EXISTING SOFFIT SCREW OR 1/4'-20 x 3/4' (2) ON Nl S.S IOUs W/MTF e ROLLERS ��-/10x3'SS.S.M.S.W/1/2'4 X3/4'LONG WASHER•6'D.C. 0.855'4(19.) NYLON DUSHINGS(Typ.RIP)AND 1'LONG 1/4'•x 3/4'7ET! (Typ. ).EXCEPT AT ROLLER HOUSING SCREW O 6'D.C. /10.S'S.S.S.N.S.W/ urniNT TO WOOD STUDS MOUNTING INSTALLATION 0.373 LONG NYLON GW/A 0.150- I INSTALLATIONS DETAILS SECTION tow OTTOM) LONG Top SECTION 0.500' 0.163'.0.270' - 0.0.AND 0.245'i.6.AND 4.0m• MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF ..223'LONG BOTTOM MIN.SEPARATION ULTRAFAB , INTO WOOD `\1,1111111111N1,,,,, SECTION lL]20'O.D.AND TO GLASS WEATHER ��„ ,A r A FLORIDA BUILDING CODE (High h Non High Velocity Hurricane Zone) 0.245'Ed. (SEE SCHEDULE STRIPPING EA NW ®T b SCALE N.T.S. (TTPJ DN sHEEr 13) SIDE(wJ I d ap zou 11L1ELD 1Nc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN m I :S,P.• Aa./My ENSF•.9 FOLDMDAM SHWER CORP. w IL ECO 6Mc. °"` HEADER TO TRUSS MOUNTING INSTALLATION ia3�i•� * nLL Tf31 NG a ENOINEEIING COMPANY WESTTFFALN BEACH.R Sb413 SECTION 8W (TOP) °9• /S AT OF - .>m N� ""."' "„t.. 15-014 •;�S ,(wb>t-tsw,h:(>m}n-telt PIE 1600-647-6371 -moil: 00060ool.com xwJWOYgMIAbn.mn wUWINO No 719 RL MAX. A.S.D. DESIGN PRESSURE RATING +60,0. —60.0 PSF �,' WFFIORIDA L.I 44167 atw v a SIIEZT 12 OF 13 //1111 I IIU0L1 MAXIMUM WIND PRESSURE .s.t) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP do BOTTOM LB/FT) SLATS SPAN FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2' FOR A. 2 1/2' FOR B & 2 1/4' FOR C ANCHORS) WD MAaMAI suis awn A -maE THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PRESSM CON. ANCHOR CONCRETE CONCRETE BLOCK STEEL WOOD Po>iIAE LEWNE a ANCHOR ANCHOR ea>a ANCHOR TYPE ANCHOR TYPE (Ly h_1 TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144' 180 lb/ft A B C A C E A C F 60.0' 60' 88 Ib ft 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B A C 35 psf 100.0' 100' 146 Ib ft C1 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 9 417 LB/FT - LB FT 134 L8 FT 144" 144" 210 Ib ft 12 3 7 LB - 334 166 LB 14 LB 271 LB 34 LB Fi 461 LB/FT - - 202 LB/FT psf 60.0" 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 -40 142 LB/FF 6 525-LB/FT - 419 LB/FT 312 LI3FT 285 LB/FT 353 LB FT 443 LB/FT C2 9 417 LB/FT __- _ 362 LB/FT - 190 LB/FT 44' U-.O 240 ID ft / / / 6 502 LB/FT - 419 LB/FT - 285 LB/FT 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0' 80.0' 154 lb/ft C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT - 46 psi 97.0' 97.0' 187 ID ft 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/Fi C3 6 469 LB/FT 375 LB/FT - 202 LB/FT- 115.0" 115.0' 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 760 LB/FT - 304 LB/FT 144" 144" 276 lb/ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 445 LB/FT 370 LB/ - 134 LB/FT 60.0' 60.0' 125 lb/ft 3 972 LB/FT - 682 LB FT 389 LB/FT 364 LB FT 500 LB FT 753 LB FT C4 6 561 LB/FT - - 202 LB/FT 89.0" 89A' 187 Ib It / / ---- 50 psf1144' 0' 100.0" 206 IDR 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 lB/Fi 143 LB/FT 103 LB/FT 3 912 IB/Fi - 682 LB/FT - 364 LB/FT 0' 120.0" 250 Ib ft C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/Fi 9 226 LB/FT - 224 LB/FT - 83 LB/FT 140" 300 Ib R 3 843 LB/FT - 670 LB/FT 243 LB FT 250 LB/FT 432 LB/FT 311 LB/Fi CS 6 339 LB/FT - 334 LB/FT - 125 LB/FT ' 60.0' 138 Ib k 9 273 LB/FT 325 LB/Fi 215 LB/Fi - - 138 LB/FT 102 LB/Fi 3 681 LB/FT - 670 LB/FT - 250 LB/FT ' 81.0" 187 Ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 lB/Fi 153 LB/FT9 221 LB/FT 251 LB/FT 215 LB/FT55 psf0" t00.0" 229-Ib ft 3 822 LB FT 975 LB/FT 648 LB/FT - - 414LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT0' 120.0' 275 Ib ft 4 269 LB/FT 361 LB/FT 183 l8 FT - - 114 LB FT 153 LB/FT 3 663 LB/FT 756 LB/FT 646 LB/FT 137 134' 330 lb/ft / - - 60.0" 60.0' 150 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT 236 LB/FT 183 LB/FT _- - 80.0' 80.0' 200 le ft 2 - - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psi 100.0" 100.0' 250 tD ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT -- - t15.o' 115.0' 288 lb ft CS 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C8 8 582 LB/FT 691 LB/FT 614 LB/FT _ - - 9." 128' 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 6 777 LB/FT 921 LB/FT 819 LB/FT - - 59.0' 59.0' 160 lb/ft 65 psf 92.0" 92.0' 249 Ib ft 100.0" 100.0' 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 0SEE GENERAL NOTE C.2 ON SHEET 1 126' 1 123' 360 Ib ft 60.0' 60.0' 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0' 1 100.0' 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION 127' 1 116" 374 lb/ft SPAN HURRICANE ZONE HURRICANE ZONE A CONC.jC.BLOCIq WOOD STEEL CONC. C.BLOCK WOOD STEEL 59.0' 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/4'0 TAPCON W/ ADVANCED 3.50" 2.50" 9 N/A 4.00' 4.00" N/A N/A 75 psf 100.0" 100.0' 313 Ib/ftTHREADFORM TECHNOLOGY 117" 1 114' 387 Ib ft 5'-10' 2 1/2" 1' 2 5/8' 80 psf 113' 1 111" 400 Ib ft AS LESS B 1/4' 0 x 3/4" SOLID SET 3.50" 3.50' N/A N/A 3.00' 3.00' N/A N/A 90 PST 107' 1 104' 424 Ib ft 100 psf 101' 1 99" 447 Ib ft >5'-10" 2 5/8"+ 1" 2 3/4'+ 110 psf 94' 90" 468 Ib ft TO 8'-3" C 1/4' 0 CRETE-FLEX 3.00' 3.00" 0 N/A 3.00' 3.00' N/A N/A IYO 130 psf 87" 82" 484 tb ft >8'-3" E 1/4' 0 TTW-BUILDEX N/A N/A N/A 1.D0' N/A N/A N/A 2.00' pef 80' 76' 483 Ib ft TO 12'-0" 3 1/2" 1" 3 5/8' TEK SCREWS 140 psf 74' 70" 484 lb/ft F #14 NDS WOOD SCREWS OR N/A N/A O N/A N/A N/A 2.00' N/A 150 psf 69 66" 483 Ib ft 1/4- NDS LAG SCREWS ts0 psf 65 62' 1 483 Ib ft 0 AS DEFINED BY ASTM E-1996 STANDARD. \\o0wiltllff/ riE� ' ANOgy + EXCEPT THAT 3 5/8' SHALL BE USED \P\ P A•71� AAAi FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, `�\\P EN � % 02015 TM�M. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM MON s'. v: �C S GIVEN POSITIVE wS.D DESIGN PRESSURE RATING. 4. 4A & 7A F A.G/Y.L L-:MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D.DEslcn PREssuRE = 'L E C O Eqc. FOLDING SHUiTER CORP. 03a0/,s RATING. FINAL MAXIMUM ALLOWAB E PRODUCT SPAN IS ORIO.1@',• ' TT TSG®t ENaN/EEIG.CMPAW Na ST EQUAL TO THE lBiI1WM DE7ERWN(D PRODUCT WEST PALM R]3 N] -014 a aaI- w- mIn� � ,eo6l-s3Tl��� -':" MfLt: > 15 SPAN BETWEEN'L+'AND 'L P „ -aasr,A- DRAWING WATER w TKI. fLORMY.IT M.P.E 41e7 MM. >iF7.T 1J 6 1]