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HomeMy WebLinkAboutProduct Approval BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications Contact Us I BCIS Site Map I Links I Search a File COPY ;Product Approval Yam' .USER:Public User db Product Approval Menu>Product or Application Search>Application List>Application Detail E ® �� e FL# � FL17080-R3 ��� CODE COMPLIANCE Application Type Revision C �+ Code Version 2020 ST. LZBOCC3�2�4/ -( CIE COUNTY Application Status Approved Comments Archived O Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 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 O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By John W. Knezevich,PE C] Validation Checklist-Hardcopy Received Certificate of,Independence FL17080 R3 COI COI Folding Shutter Corp Titan 11 Drwg 20-190.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from!the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/11/2020 Date Pending FBC Approval 08/17/2020 Date Approved 10/13/2020 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&Non-HVHZ and retained by tracks to provide Hurricane Protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R3 II PEP Folding Shutter Corp Titan II Drwg 20- Approved for use outside HVHZ:Yes 190.pdf Impact Resistant:Yes Verified By:Walter A.Tillit Jr.,P.E.PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports j load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R3 AE PER Folding Shutter Corp Titan II Drwg 20- sheet 13 for additional spans and loads. 190 1 pdf Created by Independent Third Party:Yes i Back Next Contact Us::2601 Blair Stone Road,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 here. Product Approval Accepts: [-Ci M I "Credit Card" Safe 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 THE2020(7th EDITION)OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(HVHZ)AND CUT OF THEM (NNVHZ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY, OR 1/4"0 CRETE-FLEX,AS MANUFACTURED BY ITW/BUILDEX, INC&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(HVHZ)&IM(NHVHZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR NOTES- Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST CA)MINIMUM THREADED PENETRATION OF 1/4"0 TAPOON OR 1/4"a CRETE-FLDI OR#14 NDS WOOD SCREWS OR REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D.) 1/4'0 NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/Y FOR C1 THRU C4 AND C6 THRU CS 'DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2' FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D., TESTED, WERE NOT OVERSTRESSED,A % INCREASE IN C.2)MINIMUM EDGE DISTANCE OF 1 ---------- - ---ALLOWABLE STRESS-FORWIND-LOADS WASgQj USED IN THEIR ANALYSIS.S.A DURATION FACTOR CD = 1.60 WAS USED FOR VERIFICATION /4'a TAPCON OR 1/4'/CRETE-FLEX OR+14 NOS WOOD SCREWS OR 1/4'/ NOS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 1D THRU 12. - ----- -- FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626& 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL,ANCHORS SRALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.), HURRICANE TESTING LABORATORY(H.T.L) &AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 & 1604 OF THE FLORIDA BUILDING CODE, (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE,FY=33 KSI(MIN.)MATERIAL. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(j)& ®SHALL BE/ 10 x 3",410-HT MINIMUM SERIES W/ 173.6 kel YIELD -1/4' P ITW BUILDER TEX SCREWS,W/FULL THREAD PENETRATION. STRENGTH & 187.4 kal TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESTER PA. 19381. NOTES, 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 ITW BUILDEX TEK SCREW 1'. FOR 6063-TS ALLOY AT SLATS SHALL BE Fy=25.9 kal.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 kel YIELD STRENGTH AND 90 kel TENSILE STRENGTH OR MANUFACTURER. CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDEX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kel MINIMUM YIELD STRENGTH. 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) WOAR INGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE: 10.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4' 0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUILDEX, INC.TO MIN. 1'c=3192 pal. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 1/4"0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MI x SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS MIN. Pea300 pet. - 1/4' FOLDING IMPACT PROTECTIVE SYSTEY'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ETE- MIN. Yc=3350 PSI. 11.BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NOTES; 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE A.1)MINIMUM EMBEDMENT OF 1/4"0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE 15 1 3/4". INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF A.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8")INTO THE POURED CONCRETE. THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2" CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE TS THE CONTRACTOR'S RESPONSIBILITY. LONG MINIMUM SHOULD STUCCO EXIST. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. A.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &A.2 ABOVE. BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER,SHALL SUBMIT (0) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. TO'THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW. ' 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY AS MANUFACTURED BY I.T.W. BUILDEX, INC. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4" e x 3/4"SOLID SET, AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. 1/4" a CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTESTHIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA B.1) MINIMUM EMBEDMENT OF 1/4"/TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1.1/4' `a iNi1 Ali fffi MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. 1 (� f(vk Z);1111 FLORIDA BUILDING CODE(High&Non High Vokxft Hurrlcene Zone) 82)EMBEDMENT INTO STUCCO SHALL4-SOLID SET ANCHORS LBEE ENTIRELY PERMIfTED. 1/4"DO D2075S)SCREWS THE USEDCONCRETE SHALL BEBLOCK 1/2'T. NO LONG -`1 �W NSF• d�%may ®a62o nLTEtO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY: MINIMUM SHOULD STUCCO EXIST AND 1" MINIMUM FOR WALLS WITH NO STUCCO. N•P 44167 ` 7i10i B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. IL E C O TIC. FOLDING SHUTIGR CORP. HATE ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE S•'rA7 TILIIT 2Esrnla h ENGINEERING LOYPANT 1052 IIARDx 111i1n KING JR WYe SHALL BE AS INDICATED ON NOTES B.1 &0.2 ABOVE. 7( i E OF as,�xn.a s.3m,wlmen ��anm WEST PALM R�aH,J7� 20-190 nor RI0 ,.• c��. -m 7:aaec6701'9 m ....lamee.awr.�"m oRAw Na No y ` WPLTER A ruff Jr.PE s..r o®rm >ac a7. em ua P_E.-SEAL !�/r4q;Et V1; �,` Rai5R4-Ile.--M167_ _- _a i "O00• B77 ZA41• "BBB l JBBB- 2 230T- -417 qG aye /JA ar; W L0. g Bsz • Rom• gY .OB,t/--� �n .OR• I.N1• 76 ©SLAT AJW' B)1• Y' � •'� .BBB• �I.ZJO• !30• ZTJO• SLAT UNDO B8d'fig. -- ®__ ©63 END FZAT END © X ERIOR- CENTERPIECE- MA INCLUDE ER ALL INSTALLATIONS 6O63-T6 ALLOY 6063-TS ALLO 606J-75 ALLO '-MAY INCLUDE PERFORARONS AS PER (TO BE USED ONLY FOR fNSTALLA7fONS 4 INTERIOR CENTERPIECE 6063-T6 ALLOY Of7A2 ON SHEET J) 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 606J-T6 ALLOY SEE COMPONENTS 20, 21 &22 ON Sri SHEET J) . ."BBr .W,. A71B' 'zrJY- 2B98• r.Bs zz� zou• - 'Bar rYB 2,0 R .rYO• I Mir, pp .B6Y• .ORB �} �p! K 6 I � �� _� ' !r00• 8 .IBO• � - N •�.. � .06Y _ .� .OAT• .050• .BBY• .o � i�) �- '' I � .BB2• .BBO N � mr• $s Ba4 �S BBT ' �. 2725'� 2S1T• ZBA- J. © TAU H ADER (2) 2" MAX. B.O. ® CEILING FI 4DER ® BOTTOM SILL TRACK 6063-T5 ALLOY -SILL/HEAD TRACK BOTTOM TRACK ADAPTER 6063-T5 ALLOY 6063-T6 ALLOY 6063-76 ALLOY 6063-76 ALLOY 2B2B t2 - '0°D' COMPONENT a 6 t1 t2 BB2• •�. •w. -Q 2' S' MAX. 0.125" 0.125" N ABI _ 2" 4" MAX. 0.25' 0.25" $ g owE 1© 1' 2" MAX. 0.052" 0.062' 9 - ©1 ALT. BOTTOM TRACK ADAPTER . Z BOTTOM RAIN GUARD 0 J ALUMINUM ANGLES ® RAIN HOOD 606J-T6 ALLOY - - 6063-T5 ALLOY 606J-T6 ALLOY 6063-T6 ALLOY i r11� d COMPONENTS .300' FLORIDA BUILDING CODE(HIgh R Non Nlph VolocRy Hurdoons Zone) A1B9 .OBY• N CENs�:''•, _% ®totD mTBco nNa TITAN II FOLDING IMPACT PROTECTIVE SYSTEM w.P DRAWN en �5 3f6"0-16 AGE�TAL LOCKING TUBES N0.44167 ,^ I L E C O m.. FOLDING SHUTTER CORP. '"DAN THUMB CR I/S ® TILLIMESTINO B1 ENCINEEPoNl COMPANY 1862 UARM 11"NQ 1�10 JR.BLVD AT CENTERPIECE 9 CORNER POST �v STATE OF '"N ,v,vl� +� T ;;,; 2D-190 A FOR��&n 6063-76 ALLOY 6063-T6 ALLOY ';0,,p'•. `CORIDA r �'-•` ^ =COgG°vo L ...•rwm,ig.hutl.n.oem DRAWDNC N. WAUER A.MUfr.k.P MIN.28-71z-LONG - i �C'+ �� .6 aT.r �v- rcr ®a P.E � �I6-�\V - FLORIDA-Uc-11-44167 __ -�n.nm-J, -- _—-.--SHMr-2-CF-13-— . i () TosurTaP 1 fiDOfi i ,,t'HOLES TO TS OP EEE[AAA/SPACED O�^Y� N r------ - OV I W7}� ; ; Z-CLIP EACH SIDE TABLE 1: SOURCES FOR do O DIRECTIONS. i r i i OF WINDOW(SEE TABLE 1) OPTIONS _ KNUCKLE �V ' S1ATY' i I>�Iro ' ' 7IP1r.4L pR,pigpifE, Sr *R SUM OOMAME O8O i AN(/LYGE i i REFFRF7R'F MATERIAL SC6)/C£ PLASTIC O O I (r—) 20 LLC.M4KR0/LON Jr LEXAN Ia3 RESIN N I 818 I i j .. P�$9�.' - --- ' O O _i i HEWING SPECIFIC GRAVITY ASTM 0792 0.043 le/in 0.043 Ib/M' O O �___ ___J WINDOW __. i ' m s i°V TENSILE YIELD STRENGTH ASTM 06M 9.400 p.eJ. 9,500 p.nl FLEXURAL STRU47H AT YIELD ASTM D79 400 12400 p.a.i. 13.400 p.a.I. FLEXURAL MODULUS ASTM D790 3 .000 p ' i 2 p i t (rW m P.e.l. 345.000 p.ni. SN4P-JN END IM T717M NOTCHED i 1.�' i L P6CL i CLIP 7DP�B0HEp ROD ASTM D236 18 FT-16/,n 17 FT-ID/In OF WINDOW S (SEE TABLf 2) =9IIRNNG 14ARAC+E4916• i yg i SIAOKE DENSITY ASTM 02643 47.2 R 64.5 E MAX RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS Czi _ 'A) - SELF IGNITION ASTM D1929 two•F 9W•F ' H SLAT WINDOW i i SLAT MEADOW _. 0.060'THICK WF_ATHERM, ASTM G155 tj qq ' POLYCARBONATE HEWING TENSILE STRENGTH AFTER WEATHEIBNG ASTM D638 9302 Pal. 8840 p•ni. RTj WINDOW(SEE TABLE 1) 2 i i 2 NO TENSILE STRESS BEFORE WEATHERING, ASTM DOB 8461 p-L B880 P.J. 1'MA. ' i i -MAX. (2)WINDOWS MAY BE IN ONE SEAT SPACED m z; `t4 A MINIMUM OF 24'APART, WITH 12'MIN.FROM N N I i m i i £NOS OF SLAYTop T 7DP dr BOTTOM. - SLAT MUST F INSTALLED ADJACENT TABLE 2: SOURCES FOR TO EMERPlECES 4 OR(r NOR AT CORNERS OF PRODUCT. rP=PROPERTIES i i STAND4RD ZOST_PAW 860 ! � T- ® SLAT WINDOWWINDOWDETAIL Q �i 9NB i O0 (ELEVATION) -- _ 0-0 PHYSICAL An SEATS { Og0 i SLAT•S i ! I - 20 SPECIFIC GRAVITY ASTM D792 0.042 m N KNUCKLE- i OOO + �CK ' VIEWNG MECHAN . WINDOW r r A/+' i yy TENSILE YIELD STRENGTH ASTM OEM 11.500 p.aJ. 000 (J)ROWS OF i f J 01O 8� aoal• 1. FLEXURAL STRENGTH AT YIELD ASTM D790 15.000 p.a.I. i ORO 114'0 HOLES i FLEXURAL MODULUS ASTM D790 450,000 P.aJ. Q i EA SPACED C -_J IIMPA d IHD Q mnaD ASTM 0256 0.8 Fr- n THERMAL PROPERTIES, 'm IN BOTH OTCIE i eaoe ; DIRECTIONS. ; mcs ' I r21 am, azTo COEFFlC EM OF THERMAL EXPANSION ASTM 0698 SS 10inn-F SF5NGh T W?Z- © 1SYAP-i EW NGMPERATURE ASTM 03418-TO BE USED AS AN OPTION FOR ALL INSTALLATIONS ® SLAT EXPORT ELEVATION UNDER LARGE MISSILE 94Y INCLUDE PERFOR 77M AS PER THW DETAIL TYPICAL lA SLAT WINDOW DETAILS -MAX. (2)WINDOWS MAY RE IN ONE SLAT SPACED MIN 24'APART(MAX EVERY 10 SLATS). Wf 20 VIEWING WINDOW & Rl Zn� CLIPS TYPICAL ALTER ATE PERFORATED (SMALL MISSILE IMPACT) (1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT, 01'-g1A. 7,rrp/,aA nORIPA BUIWING CODE(Mgh R Non NTph VNoGHy Huffhmm Zone) �`�Q ""'•.; '�i 02020 mTEco xG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAW"Rn 1 0.44167 ` " FOLDING SHUTTER CORP. '/DATE 0 __ I L E C O INC. DATE �J/.f --TESTING N ENGINEERING COMPANY 1882 uARTH WTFIOt 10110 JR BEw .p. q v ar aett m,,ate.m,wrtmA avmus,n.a+ce WEST PAW DEUK FL 33404 .jam' .• STATE OF L== :eo�A/+-+3Dp.Fa:t�asNr+-+vt PH:1800-W-ml -ma0:Mtacogaal<om 90 —.FOW6gNru8an.aam DRAWING Na o WALTER A TRUr Jr P.E. a.r env: oat ac-r ou[ In ��,. "" .�`` FIDWDZU 9-44167 —�- -_-PEE SF�' •V%1; , 1 2 3 4. IA 5 .6 7 7 1B �� O� ®�®+ 13 1 A AI 2) OFOW/ O ,16 OR 19 4 D 5 $ (2 1M.. � W w 2 zo USE (2) AT 30" 15-� 0 2 • NOTES ON ®k LOCKING TUBES®AT 40&®. in O.C. FOR SPANS n X UP TO 99 0 _ 1.TWO (2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED w USE(3) AT 30"O.C. AT 30" O.C. FOR SPANS UP TO 99". USE THREE (3) FOR LARGER o FOR SPAN LARGER SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT MAY BE N THAN 99"UP TO 144"Im INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES QOR 5Q. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. in Z I a 2. (2) LOCKING TUBES�SHA ALWAYS BE USED TOP & BOTTOM AT v) PRODUCTS CENTERPIECES 4 OR S AT ALL INSTALLATIONS. LOCKING TUBES * OR 1$ (Z ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. 1 . t t SEE LIMITATIONS FOR®ON SHEET 2 1 LIE!END CONNECTION DETAILS -ON SHEET 9 TYP. FULL HEIGHT, CONCRETE, CONCRETE BLOCK ORFOR _6 , O, O+ 13 , O+ 1 B ,®+ 13 , WOOD INSTALLATIONS. O O O O O O O 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDTH T. S. TYPICAL ELEVATION �. N. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECT DNS 7, 7A & 76 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W, \\\�"If'IIIIIIII'I�����/i SEE SECTIONS 7AW,4AW & 7W ON SHEET 11. FLORIDA BLD 7BW, BW•& 14W ON SHEET 12. O``�tiR tRDiG CODE h t Non FD(FDp ph Vd eotl/'Hurrfoans Zone) x,\CEN P, .• 02020 TILTECo INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DPAWN el N.P No.44167 FOLDING SHUTTER CORP. '"DATE'° * �* IL ECOu,�. //7 STATE OF =TESTING r ENOIHEERINO COMPANY 1—NARIN 1lAC w HaFO 3 4BLVD WEST PALMREACH.63 O'•. F .(�OeJ67,-,em.Ee..( ,tist, PH. 1WD-E{a-&171 20-180 OR DP a-men: =6OeoLeom nn.lolmnpNUMen400m DRAWING No i CC••'•.. ..••`���\`�, WALTERA671il.P.E. •n.r m�a om m:r. -_mane ----P.E- 11/ w .t\\1\\\—__ RAPoDA-Lk. -44167 —,--—ae.nm—/, —— -----.SHEET-4-01`43- i POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. COWREIZICH / OPTIONAL RAIN HOOD OPTIONAL RAN HOOD POURED CONCRETE EXISTING NON STRUCTURAL WALL O.o80'THICK SS. (NON-STRUCTURAL) REQUIRED, TRIM(OECORATNE HEAD) {5[F SHEET 13) ROLLER HOUSING (NON-STRUCTURAL) / ') l/ 1.0cm 2500'YW. p n (Tp j g MIN. E.D. NYLO •z '% (ROLLERSN �3 CON)IEDI�N j ROPTIONAL AN HOOD 0.855'0(IYP.) (SEE SHEET IJ) / (NON-STRUCTURAL) I I JID x J'S.S.S.M.S.W/. O 3/1W ALUM, 0.J73'LONG NYLON- 1U I ( . BUSHBJC W/A 0,150" l - 3/16' POP,D.C.' CONT. POP RNEIB, O 16'O.C. LONG TOP SECTON 0•500' $�/ (2'x4'MAx.) J 0.163k0.27D' O 18'O.C. / _ O.D.AND LONG OTT AND 0.030" ( 1/4 d 1IW I f n I 0.223'TANG 80Tf0Y UL7RAFAB ! d11TJ>�f TAPCON 1 1 SECTION 0.320'O.D.AND WEATHER I MIN,SEPARATION W/ADVANCED 0.245 i.d. STRIPPING EA _ POURED CONCRETE TO GLASS THREAOFDRM - (TYP.) SIDE(rnJ OR CONCRETE BLOCK (SEE SCHEDULE J TECHNOLOGY OR I 1/a'd x 1'TEK `/ } ?r 8 WALL REQUIRED. ON.SHEET 13) or a� 1/4� SCREW I SS,Ms WITH NUT POP pp/PBRNETS, PRODUCTS 1 WASHER O 4'O.C. O 1B'O.C. ) Or g) W/1 3/4'MIN. I POURED CONCRETE I F]l9EDMF3iT O s'O.C.I ®t OR CONCRETE LII.00K YIN.SEPARATION WALL REOIJIRED. I - LL -- E,GTAss _ ) or or (SEE SCHEDULE t -W ON SHEET 13) ® m 1 _z 1 MIN.SEPARATION POURED CONCRETE I TO CHED OR CONCRETE BLOCK g - ��---(SEE SCHEDULE WALL REQUIRED. / 1 ON SHEET 13)CONNECTION � Or ( 1� a 9 1/. d Tw 1 1/4"0 x 1'TE7( ®t BUt,I&""ON SCREW OR 1/40-2a'x1' +_i I ADVANCED S.S.MS WTH NUT 8 z / '3 g THREADMRM I WASHF3i m 4'O.C. % /1Ox3-S.S.SM.S.W/712.0 1/TEa o EMOGY . CONNECTON Ot G (TYP.BOTTOM),AND 3/4'� PRODUCTS ON I $ (SEE SHEET 13) LONG(Typ.TOP),EXCEPT AT _WALL FACE MOUNTING INSTALLATION GRETE-LEX 1 ROLLER HOUSING(TYP.) W/1 3/4-UK 1 SECTION Z EMBEDMENT O 6'O.C. (2'X4'MAIL) - WALL FACE MOUNTING INSTALLATION SECTION 1 AN 0 7 f SPA H �/ GROUTED BLOCK REQUIRED O O O (WIN.fc-2 Imi GROUn OR tA00 250ED MIN./ POURED CONCRETE �N' / EXISTING NON STRUCTURAL j WALL TRIM(DECORATIVE SILL) O O O e SPACINGDECORATIVE WALL TRIM TRAPPED STAGGERED ANCHOR SPACING MOUNTING INSTALLATION DETAIL FOR 6 SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE • AS.D. DESIGN PRESSURE RATING = +69.0, -90.0 P5F \\\\11\N R l l l l l l gYPYry & CONCRETE BLOCK \ ER A. riz ,' ����\��••"""••�/1•��'!„ FLORIQA BUILL(NO CODE(Hlph do Han N(ph VafocHy Hurr(caRe Zone) SCALE: N.T.S. F' 02020 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM v"Ww No.44�$7 — M.P AJOTF FOR OMBINATIONF c CTIOtJS:O E.D. = EDGE DISTANCE - jT L1� - 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIRCATTONS ON SHEET 13) FOWING SHIiTTER CORP. DATE STATE OF IN ANY WAY TO SUIT ANY INSTALLATION. 'TESTING a ENGINEERING COMPANY 1062 MARTIN LUTHER KING d2 BLVD ' 1W,xxmxy pNOtFxv,R mlde WLST PAW BEACH.TL 33404 I / ', '•. �ORIDQ Pa+xT!-Iwo.�:lmMl-tssl PW f1W-tq 63It 20-190 �h(CA •r\ e-mail:tiff O l.eom _.foldlnPITUH.n _DRAWMO No _ t SEE LIMITATIONS FOR®ON SHEET 2 s, •p• •1 `� WALIERA.rLLR jr.P.E •� -�I�I I+A1r- •�x, mi - _FLORmA-[tc._e-44167-_ 1/4.0.3/4'TEKS SCREW OR 1/4•x 3/4' BOLTS W/NUTS&WASHER a 6•D.C. 0.060'THICK S.S. CPOONUCREDE CONCRETE OR / ROLLER HOUSING ' MIN.SEPARATION I MIN.STPPRADON TO GLASS i TO CLASS REQUIRED r-(SEE SCHEDULE CONNECTION CA- E0. EQ. OPTIONAL RAM HOOD (SEE SCHEDULE (SEE SHEET 13 (NUN-SRUCRORAL) I ON SHEEP 1J) l Of ON SHEET 13) I Of �10x3•S.S.S.M.S.W/1/2'0 L ®t ALTERNATE J/16'ALUM. ®t x3/4'IANO NYLON BUSHINGS ALTERNATE 3/16'ALUM. POP RIVETS 0 5'O.C. POP R(Y IM 0 5.O.C. g (Typ.TOP)AND 1'LONG(Typ. AT RFJUN. AT REAR. BOTTOM).EXCEPT AT ROLLER HOUSING(TYP.) W (2)NYLON =t� = I » I N ' x: ROLLERS, I R I m W 0.855'e(TTP.) I n n 9 I ^ EQ.EO 9. -_ •i - - / _ - 1 n TE 3/16•ALUM.POP RIVETS I i ____ J/18'ALUM.POP RIVETS_ S O 10'O.C.BOTH SIDES _ -a 10'O.C.BOTH SIDES �TERNA LEG &.INN CH - 3/18'ALUM.POP FA. "E0." p10 x 3'S.S.S-M.S.W/ ORIENTATION RIVETS O 18'O.C. 0.373'LONG NYLON BUSHING W/A 0.150" I ONE.D.163' . / / MIN.3/4' MIN.SEPARATION 0.270•xO.030' MN.3/4•PLYWOOD g 1/2'MIN. REQUIRED LONG TOP SECTION OS00'I TO CLASS ULTRAFAB REQUIRED O.D.AND 0,245'i.d.AND (SEE SCHEDULE WEATHER ) 1/4'0 TPPLONS OR 2QS 0.A' LONG BOTTOM CRETE_ N }iG SECTION 0.320.O.D.AND F SHEET 13) �EPOIINPC-)FA ®if B ANCHORS B'�O.CC. 1/4•THRU BOLT W/ 0.245'I'd. m i WASHER&NUT 0 10'O.C. (TYP-) 1/4'7HRU BOLT W/• �14" EACH SIDE. / 0 TAPCONS OR WASHER&NUT 0 S O.C. CR EX ANCHO POURED CONCRETE WALL ETE-Fl. RS 8'O.C. CONCRETE BLOCK WA11 L Q of REQUIRED 2'x4'OR 2•x5'x1/8• POURED CONCRETE OR 5'x3-x1/8'6063-T6 CONT. ALTERNATE 3/18'ALUM. t 6063-T6 CONT.ALUM CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE. POP RIVETS 0 5.O.C. ® ANGLE. REQUIRED "TRH _STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING NEISECTION 5 INSTALLATION SECTION 6 �O MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF � - 3/18'ALUM.POP RIVETS O I MIN.SEPARATION • j R —10.O.C.BOTH SIDES TO GLASS (SEE SCHEDULE ON SHEET 13) B' I S I ALTERNATE LEG & NCHOR 3 / ALTERNATE LEG E0. I &ANCHOR ®t CONXEQnON CJ /J I� (SEE SHEET 13) &ANCHOR ORIENTATION W ' 1/4'0 x 3/4'TEKS SCREW W/ / POURED CONCRETE OR 5/8'wASNETt DR 1/4'x J/4' I CONCRETE BLOCK WALL BOLTS W/NUTS&5/e'WASHER 0 c . REQUIRED .4 -_ BUILD—OUT FACE MOUNTING INSTALLATION •' B S SECTION 4 ($ �- o E0. EA. 1/4.0 x 3/4'TEKS SCREW POURED CONCRETE OR / OR 1/4'x 3/4'BOLTS W/NUTS CONCRETE BLOCK WALL- &5/8 WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUILD—OUT FAC.E...MOUNTING INSTALLATION SCALE : N.T.S. TI0I4k W i BOTTOM , RIDA BUILDING CODE(High h Hon High Velocity Hurricane Zone) ;' \,\ S'F••.• �' 02020 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY.NOTE-FOR COMBINATION OF SECTIONS- E.D. = EDGE DISTANCE - M.P ' _ 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON CATIONS ON SHEET 73) - = � � � 7/1o/2Gm IN ANY WAY TO SUIT ANY INSTALLATION. * IL E C Q m.. FOLDING SHUTTER CORP. DATE 2 / STATE OF TESTING&ENGINEERING COMPANY 1592 MARTIN LUTRER KING UR.PLVD R>1,� TEST PAW Bucx.FL sue 20-190 t SEE LIMITATIONS FOR®ON SHEET 2 O•• F P .•' `a • l]m1eT1_us1 wN:11100-64s-8371 ,!•• �M -man:titeeo6eal.eom m.1aw.g.b.ft one DRAWING No F•'••...... •'(C+�' ` cA-DDo671e - h r A I.-f Jr.PE -eaae;n .�. 'aaxsna. ..A— -ROPIRIDA-Uc-/-44187T_ SHEET-6-DF'1J_ "Nfl •MIN.E.D.". ED. ED. POURED CONCRETE CONNECIION C8 REOUIRED (SEE SHEET 13) GLOW THICK SS..... ROLLER HOUSING OPTIONAL RAIN HOOD (NON-STRULTUt1A1) (2)NAON a #lOe3•S.S.S.M.S.W/1/2'0 ' ROLLERS O.855.0(TYP.) x3/4'LONG NYLON BUSHINGS (Typ.TOP)AND I'LONG(Typ. I 8 BOTTOM),EXCEPT AT ROLLER HOUSING(T1P.) /10•3'S.S.S.LLS.W/ I 0.373'LONG NYLON" I - 3/15'ALUM. IBUSHING W/A 11.1SO• I POP RIVETS,LONG TOP SECTION 0.500' 0 18'O.C. O.D.AND D.245'Ld.AND CONE 0.183a0.270'•0.030' 0.223•LONG BOTTOM ULTPAFAB WEATHER SECTION 0.320.O.D.AND STRIPPINGF/1.SIDE(TYP.) 0.245'I. Or (TYP) ®t 8 MIN.SEPARATION i or 8 n TO GLASS ®t c� (SEE SCHEDULE MIN. PARATION I �, ON SHEET 13) N TO GLASS (SEE SCHEDULE iOr I ON SHEET 13) ®t '� MIN.SEPARATION 1/4.0 v 1'TEK SCREW OR TO GLASS &� t/4m-2O'KI'S.S.MS WRH "`(SEE SCHEDULE— OPTIONAL OPTIONAL RAIN GUARD. NUT 8 WASHER 0 4'O.C. I ON SHEEP 13) i Or "' (NON-STRUCTURAL) .7 ®t�y ALTERNATE 3/16•ALUM. �n POP RVETS a 5'O.C. - I OFIKNJAL RAIN-GUAFm AT REAR _ (NON-STRUCNRAL) ALTERNATE I/15'ALUM. 'u, 9 -AAG OAN JIEG I '4n' y POP RNETS/0 5'o.G LO CAS 1 •�+. 3/15'ALUM.POP RNETS ANCHOR �d COIdlwnw Cf AT REAR. ^ h a 9 j 3 0 10'O.C.BOTH SIDES (SEE SHEET 13) n 3/10•ALUM.POP RIVETS // - "I 0 10'O.C.BOTH SIDES EDGE OF EOC / —ED. EO. - S�IAPBLIPABLE SLAB IF / POURED CDNCRETr REGUIRID -(S EE SHEET 1 I j APPLICABLE E0. E0. POURED CONCRETE •MW.ED.� REQUIRED ONCRETE / REQUIRED. - CONI6ZIION CD- ' •M01.ED. •MIN.ED. (SEE SHEEP 13) •MIN.ED. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED. MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 - INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 7B INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. .``A111111111111rllllllll//' /j FLORIDA BUILDING CODE(High f Non tggh V41t0Otty HurrI001N Zon@) NOTE FOR COMBINATION OF SECTIONS: * ,.`y>�'.• \G J,Q�'• 02020 TaTErn INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D``wN By' E.D. = EDGE DISTANCE M.P 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFlCATIONS ON SHEET 13) _ No.44167 7/1o/2G2G IN ANY WAY TO SUIT ANY INSTALLATION. •k = IL "E C O Rua. FOLDING SHUTTER CORP. DATE 7//7 STATE OF TESTING!ENGINEERING COMPANY 1662 MARTIN LLRHER KING JP ILVO 3eN.St.a.3m vm®oA caoDq rt ytss WEST PALM WACH,n 33404 20-180 t SEE LIMITATIONS FOR®ON SHEET 2 ��•,,•Ic1pR`�4..; ,l3mTm�+-,stm',r+tw7m,-,ss, PH,1I100-043-6771 a- M Lllhaa0aml.m nn.fo101paMMeneana DRAWING N. —_ �� ,y,'„•CS� ��\`� -WALTER MSS Jr.P.E. 0n.r amens nn. -M767 _ —,——aim n-m,/�o —— _——_ �i��•, —:SXEFT-7-OF-13= POUTED-CONCRETE-tlt. -. (LOCKED WALL RED QO90'YAY . BIDQI(RALL REQ (5E.,paN� 6 SDAx TUBE PER SpEDI1lE X - - (N ROWS ORS a'.)4'0(SE SCHEDULE)C X AN(1);(YPJ(SEE Sam / / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) (9)f/{•.J/a'TEI6 SCfAI --- - -------- _ _ AT oa LONGITIORALLY. 0 0 0 A o 0 o ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS -SPAN 7UEC PER SCHEDULE - -- ----------- TUBE MAXIMUM SPAN SIZE LENGTH EA. END PER END OF TUBE ��ALLOY 0 0 i p PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM rno`J t?j"'j` 1µ�.JH•TEx SORDv - SPAN o B-O.a _ / IA'TYP. TUBE TUBE TUBE �g •Y-n/4'.LENGTH L 31",. twcrn 60" 106.0" 13 8 �r' ANGLE / (SE01mUUE) (SEE SCHEDULE) 2"x4"x1/8" 96" 85.0' 17 111 DFNC111(1'�YP.) 144' 69.0" 13 8 Z, k__ 80" 117.0' 17 10 ( )ANGLE Q t P -Q 1 s t/r 2"x4"x1/4" 96" 1 10.0• 21 - 12 -- -- - -MAX sPw1 TUBE - ED.(TYP.) 144' 91.0' 21 12 TYPICAL ELEVATI Bo" 109.0" 17 10 ON (TUBE AT TOP) SPAN TLBE MOUNTING INST LiATtON �s 2'z5"xt/B" 96' 700.0' _ 21 12 SEA ON X 1 144' 81.0' 17 1 10 .WAN TUBC •112-YRI. ED GYPJ 80" 124.0" 21 12 PExwc -- '/z'Tm. 2'x6"xt/8' 1 96" 1 114.0" 21 1 12 rn•.,Ys v. F ©1 144" 93.0- 21 12 YC.t/a1 IENLTH 1q J5i4'«r.3'or *VAL)D A150 FOR),IIDHEIGHi TUBE MSTALIATION ONLY WHEN THE SUMATION OF THE 8093-TB ALUM.ANGLE �J .2 it/a4 U]IGM SHUTTERS HEIGHT ABOVE&BELOW DOES EXCEED THE MAX.PRODUCT SPAN (SEE SCHEOIRE) -�.ANGLE SHOWN ON TABLE 1. I Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 1/aY x 3/{•TEx SCREW 0 0 0 o TUBE MAXIMUM ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS o S-0.a _ __ ___ SIZE P ODU(,j T SPAN LENGTH EA. END PER END OF TUBE SPA SPAN TUBE PER SCNEdAE / /// / ./ / / 60e-Te{A1LUR AA eoe3-TO ALLOY 60" 76.0" 13 12 (SEE SCHEDULE) (�1r{•'J/•• SCREW 4'YVL SPAONG SPAN R1RE PER SCHEDULE 2"x4"x1/8" 96" 60.0• 17 15 4DOO-MA,D AT 2 O.0 LONGRIDBMLLY. IRp POUTED CONCRETE.. (SEE SCHD= 11CiwEE11 ANCHORS yi..) 144" OR GIDUfED CO,DREIE \ (x)RUNS OF 1/a'A TAPCOMs 48.0' 13 12 DDOE wALL REQUIRED ANCHORS OH'P.)(SEE SCHEDULE) TYPICAL ELEVATION (TUBE AT BOTTOM) so" 87.0" 21 18 SCNL•4 S spAN_ TUBE MOUNTING INSTALLATION 2-x4"x1/4" 96" 79.0' 21 18 TUBE LEI SPAN o.N So. 144" 65.0' 21 18 'his ASPANGM (B) 'O.C..3/4'ONI MIN SCREW 3 i4'«3•05 1 35211/a' {,/Y ED. _ AT z-RDI OF 1/4-191LLY. ��eOe3_T6 ,, � Cr".) PQSNc 11-TYP. 80' 77.0" 17 15 (3)RONS OF 1/a'A (SEE SCVEDtIIq TORS Q 2"z5"x1/8' 96" 70.0' 21 18 GYP.)(m SCHEOUEq re1 144 57.0' 17 15 Bo' 88.0' 21 18 QT � 2"x6"x1/B" 96' 81.0' 21 18 • Z Z il� 144" 66.0" 21 18 Sr - INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE Scmw a Lm o /`1Of o_o o--------------0 0 0 QR GROUTED CONCRETE BLOCK WALL emD' (sTEsctouLL7 ------CHEDULE -------- _ -- NO-Ta ALLSPAN TUBE OY 1, o 0 o 0 0 o spAN WIFE PEA BCNEDL$E SCALE N.T.S. 9 II3*` MAX.A.S.D.DESIGN PRESSURE RATNG 572-0 PSF '.a•«3w« 31�a•«Y.3•«3'.2'.1 Y Ya11/{' LENcnI Y"�4 H ADLOOM RL so%T Ts (SIZE +p!I), 4AA FLORIDA BUILDING CODE(Hight Non Hfyh Velocity HurAoane Zone) SEE ( ULE) �y>Qv' \CENs ®zoxo mTEca Mc TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAW ly' POURED COVE r dot NO.44167 IL EC 0,.,. FOLDING SHUTTER CORP. "'DA'n° BLACK t6i i REQUIRED 31P«r r«r.r.1/{• PENUIO - 1082 MAxIOI LURIOt KING 1R.lriw INO&ENGINEERING COMPANY (9),/{•.3/4•T64 sue. LExmx Boe3-Te ANY.ANGLE TYPICAL LLEVATION (TUBE AT MIDHEIGHII 4E.7ETE.A CUM YETaEA nveD�R v,a6 WE5T PALM EfACl4 FL SS{W AT 2 O.e.LDXmmowAu.Y. (SEE SCHMUUO -a•. STATE OF ':Q^'�:c�m,-,�^. •(�>�,-,�� P1E,IDaw-esn 20-190 -�Y'A`R Ts Z��'.• (V: It:tilt- d.- ,rr�.foldYq.NMNp.,c«n ORAMNO N. _SPAN TUBE MOUNTING INSTALL ATION - F p Q, CA-0000719 --1-SEE-LIM)TATIONS-POR-®ON-SHEET-2- WALTER A.71LUT Jr.P.E n ��+ OCE �+•'__P�SFAI - __ C - _-RDRD,,Ua H167-_- _ �A _I - tJ ``0, _-- -1/4'-0 K'1 3/4- MN.ED. - TAPCONS/CPEIE-F E% (SEE 5111T COMM C1A55 ANp10R5 O It O.C. IS) �EOSINO STIKICTIIRE MBL ED. KS S 3.73e'(TYP.) (SEE SNEET 13). DOS91N0 ' 1STRUCTURE 2 / STRUCTURE 3/9-,THREADED �R 3/16'POP RIVETS OR O CENTFIU9ECE FOR 1/4' .1 3/,' // 1 1,4m C.3/4•TEKS e 1 (iYP.) - - 1 1 / T�0/CRETE-REX I /,e•POP\ 3 1 OR 1/4-A3/,• or cr or ITEKS o Is"O.C. ` WALL FACE or 1 - \3 /� END CONDITION so.r 90.(r18. so.a D.v -- 3/16-P'OP RIVER OR SH WN 1al O.C.3i4',EKs D / (ITIMMS RRLsa0a OR85 -� OR ExrETaOR) EXTERIOR N°TE:,) IDDsrAN"L°R 30 B9 ICOSPAN©FDR UP TO 09, / 1I(1�u� SPAN h(3)Yo3 O 30' D.C.0 0 IMl AtTFeOR JIP °C.a M:DSP'AN LOOR,u aYORDMITOR) HORIZONTAL SECTION 20 ,o,,, 'PAN�H°MR 1 SCAAY BERY BE IN�ALLOEDR) INTFAWR HOPRONfAL SECTL7N INTERIIIOR OR ERIERIOR)) (LEVERS E)MMM) TEsMAY VARY AT IASf SAT A7 7RNWm MSTNAATIONS 4 OR(� 600-/e•°DNT. OR(�TEXS O te'O.G WN 606.T-T6 Hldf AWNON/CRETE-FIE) SHO TAPCON/Cn-RHOt SEE UMRAnoNS FTR4©ON SHEET 2 ANCJ,OIS o te-D.C.ToEXISTINGSTRUCTUREO8'OFOIISTMG STRVCTIA BUILD—OUT ExmIN°STRUCTURE 1/2- z•,2 END CONDITION `EN. sDe3 Te ALLOY ANUE 3/16•POP RIVETS ED. E0 OR 1/4'a 3/4•TEKS OR DOSIINO STRUCTURE-- END LOCK ANGLE t/4•.3/,-O.C. w/ END LOCK ANGLE NUTS o 12•o.c. NOTE HORIZONTAL SECTION HORIZONTAL SECTION 2•K 2•X 1/e-6063-TE 1/4'K 3/4-TEN ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CON(.ALUMINUM RENT ANGLE SIRENS A ACHED TO ONE (2) O 3D'O.C.O CENTERPIECE O 6-D.C. INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ® A MIDSPAN FOR UP TO e6• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, 'PAN A(3)(�s o 30 0.357"xO.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED 0.G O MIDSP FOR uP INTO IT WITH A 0.120" c.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SWIM Y RE P6�A rD A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR EXfDOOR) OF THE TIP A SQUARE, 0.475NO.475"0.085" 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 IW_,r5 SHOWN (1)PIECE, 1.375" LONG, WITH A 0.366"xO.366'xO.63O" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED 1 INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684" (LEVLRS NTNUGR DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER, °R°DIIeOR) soli• SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER ,�8 (MAX.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (Lf1REYERs N 4 OR O5 SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL Tf111FAYAi'A 4 HORIZONTAL SECTION �4z FLORIDA BIALDINO CODE(Mph t Non Mph VNody HurtloDTn Tom) ,��P,•'��OE�SF'•. .% ®:ozo nLTEw NG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 0RA14N END INSTALLATION DETAILS INTO CONCRETE, M.P CONCRETE BLOCK & WOOD (AS APPLICABLE. = N°'*1s� FOLDING SHUTTER CORP. '"DAT°zo Lt2 TESTING.O ENGINEERING COMPANY feet MARIRL LUR¢R KING JR.BLVD STATE OF gx 3m a s.m lwar«DNDDu n 31,« `EST T'AUM BEACH.rL 334U 20-190 (3mM11-1A]0.rm,13mTK.1-IS]1 PM 1e00-643-e371 '010RI0 a om aR�o„Iw„ ....roaAgAuff tw DRAWING No CA-WALTEq A000871Jr.P.E. ,a.r - mmrm, rT -ar.,,, miu Arc FiARIDA lk./-441e7 —— —a— _ ---SXEET-B-OF-13-— .r R2'R 1/8' -ALUMINUM ANGLE BURR-OUT MOUNT PER SECTION 4.SN67 6 A A (2)3/16-POP RNEM r.r R 1/e• EACH LEG OF 2-R r - ALUMINUM ANGLE ANCIE ANGLE LEG MAY FACE _ PRAT FROM OPEMKG (AS 6HOWN)OR TOWARDS d OPENRNC.NO ANCHORS __ RE°UIREO TO HOST 1 STRUCNRE — y BUILD-=MWM PER SECTION 4.SHET:T 6 (2)3/16•POP RIVETS. RICH LEG OF 21d' ANGLE D `ALTERNATEWALL� EXTERIOR ELEVATION AND LL RAND so HTH SIDES PLAN VIEW A—A -�\�, OF PRODUCT l0 ® f I (2) I/4•o R 3/4• iI�.,, \®i OPTIONAL SIDE ANGLE TEKS OR]/16'POP V- 1 1/2'.1 1/2•v 1/e•R O'-r (FOR SECTION 4.SHFET 6) RVETS PER ANGLE TO YIN.AIMYWU 2LI;. TOP k TUBE BORDM OR TO WALL(2 REOLOIED) L1)1 F4 0 TAPCON/ C FLEX ANCHORS FA ANGLE TO SMLB ® 1/4',R 1 3/4' TAPCONEND PIECES MAY BE FLAT ANCHORS 0 18'O.C. `.({P• Op gO� END OR L END �p 3/16'POP RIVETS OR E1°ST°NG STRUCTURE,"�' 1/4'•3/4'TENS 3' •, •:d 0 12'O.C. 3 CORNER POST 4 FDOE OF CONCRETE ISOMETRIC SLAB .AT TOP AND BOTTOM SLABS) +n �PIECES WAY BE MT .. ID 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HORRONIAL SECTION "`GRIP�TIL(jT , FLORIDA BURD(NO CODE(Nlph!Non Mph Y41NToNr Hurrfoarw Zone) END INSTALLATION .DETAILS INTO CONCRETE, '�; ��GENSF ®2D2o,iLTEM INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °PLUM No.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE * *= 1L ECOm.. FOLDING SHUTTER CORP. "10DAE 20 !7 STATE OF Q7fg�ESTMO h ENGINEERING COMPANY 1M WARM LIVER IGHO JR.YLV° S&Jm.INEE COMWINPANY TPLT FAW RGOI,R 33404 )T1-161,.rm Lxl)n-,STI Fw 1600-643-Mi 20-190 �'• FCORIOQ". �:bT1,co0aoLmm ....rolmeq.wNna.aam DRAIIIHG No �'"�;� ,�1z WALTER A A J,P.E. ,o. Rv R. A,aaln Pot P.E-xwy> E —FLORIDA-Lia -44187 SIEETRA-OFl3-—�- _ I WALL FINISH OPTIONAL RAN HOOD :(NON-STRUCTURAL) WALL FINISH 5z 0.060•THICK SS. 010.3-S.S.S.M.S.W/1/2-0 x3/4• ri ROLLER HOUSING LONG N_-BUSHMGS(Typ.TOP) CONNEMW C2 AND 1'LONG ISS BOTTOM),EXCEPT AT ROLLER HOUSING MP.) A a.oso•nllcic S.S.ROLLER HDuswc - -- . (R NYLON �.Z -`POONAI RAIN -4 ..F•l" r:°::_ ROLLERS - /I (NON-STRUCTURAL) 0.855.0 PING.) e 2%4'CONT.WOOD HEADER RED'D. #10 a 3•S.S.SALS.W/ 3/16'ALUM.POP 0.373'LONG NYLON RIVETS.O 18'O.C. - CONNFICIION 01 BUSHING W/A O.15D- __CONT. LONG TOP SECHON 0.300' 0.18]'t0.270' I O.D.AND 0.245'I.d,AND ULTRAFFAB 0.223•LDNC BonoM WEATHER i Or z ' BECKON 0.320'O.D.AND STRIPPRIC EA ® t / ' 0.2�)d SIDE PING.) �� \.6 ;r' I 3 18'ALUM.POP . & W .•.., ,K.;, I RIVETS.O IS-D.C. ' J MIN.SEPARATION 2 i4'CONT.WOOD c tMIN.SEPARATION a TO GIASS TO CUSS 333 HFADEA REO'D. - yr� PONE SCHEDULE i or (SEE SCHEDULE / or ON SHEET 13) ®t ON SHEET 13) ®t W 2'a4'CONT.WOOD ( 1 PLATE REO'D, 1 < WALL FACE MOUNTING INSTALLATION W SECTION 2W (TOP) w I. i CON ECIICFI Cl WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD ``1A1p 1111 N 1 H NI,,,A' T�Q �iq _ FLORIDA BUILDING CODE(Mgh t Non Nigh Velocity NuTTtoans Zone) t SEE LIMffATIONS FOR®ON SHEET 2 I ```P•.••��CENSF''• ®2°2°1'LTE`°'"a TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY- NOTES, - _ . ILP NOTE FOR COMBINATION OF SEGTION�S�: No.44167 - 7/10/2020 1- FOR WOOD FRAME CONSTRUCTION:WOOD:0REQUAL BERS TO a IL E'C O tpe. FOLDING SHUTTER CORP. DATE BE HAVE A MIN.SPECIFIC DENSI7Y OF 0.46 1- MOUNTING SECTIONS CAN BE COMBINED - * TESTING d ENGINEERING COMPANY 11412 MARTIN IUIU fDNO JR BLW IN ANY WAY TO SUIT ANY INSTALLATION. .(7 STATE OF 0 p• WEST PALM MAW.FL 33/04 a . ab•:c1�m,-,�..�:EN a On-,m, Rh 1eoD-w-sn1 20-190 �O FCORI�P e-mal:t2beeOnol.tom wniWdlnpNuftu DRAMiHO Na _ r_ CA-00057 WATE A 1R v ��` R lll.lf_Jt.P.E.___ o.iY msm: r0r.Iw omrm, -- P.E.SE pp��A,O�� FLORDA—/44187 m n..m A - - SEEiT /0 Of 73 1/4'0.3/4'TOES SCREW OR 1/4•x 3/4' - BOLTS W/NlTTS Q WILSHER O 6'O.C. 4-.8•(1&,)EXISTING WOOD BEAM REOUIRED.STRUCTURAL ADEQUACY OF EXISTING W000 BEAM TO BE _ CERTIFIED BY REGISTERED WALL FINISH - O.D60'THICK S.S. ? SEE LIMITATIONS FOR ®ON SHEET 2 ENGINEER CT ARCHITECT PRIOR ROLLER HOUSING TO PRODUCT INSTALLATION. E 27.4' ;-00NNELRPN C4. CONT. .OPTIONAL RAIN H000 NOTE FOR'COMBINATION OF SECTIONS: HEADER MOH-STRUCTURAL) v v REO'D. 1- MOUNTING SECTIONS CAN BE COMBINED I #10i3•S.S.S.M.S.W/1/2'0.3/4• IN ANY WAY TO SUIT ANY INSTALLATION. CONNED ION C5 LONG NYLON BUSHINGS(Typ.TOP) AND 1 LONG(Typ.BOTTOM).EXCEPT _o_. AT ROLLER HOUSING(TYP ') NOTES, OPTIMAL RAM HOOD _ .0�� :I p NYL _. �1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO g F '`.`j.f4 h I-��(Rols� BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL I r-== =------- L�11, 11 !_Ir R i g I I ') 1 3/16•ALUM. I.e L__I—J P L__-L B POP Rum, /10.3'SS.S.Y.S.W/0.37J'LONG NYLON ALTERNATE IF.O O 15'O.C. BUSHING W/A 0.150-LONG TOP SECTION _3/18'ALLY LOCATION COM. O.500"O.D.AND 0.245'Id.AND 0.223'LONG POP RIVETS. BOTTOM SECTION 0.320'010.AND 0345'Ld.(SEE NOTE') 0.16]•:0ONY. .Q70' I O 1!R O.C. ULTRAFAB WFATFffR (TYPO I STRIPPING FA SIDE MIN. GLASS (TYP) I ® TO GLASS I I Or t�� (SEE SCHEDULE �s I ON SHEET 13) I'I / Or ®T NC H MM.SEPARATION- LUN.SEPARATION ' TO GLASS TO GLASS (SEE SCHO!ULE m z (SEE SCHEDULE w ON SHEET 13) ON SHEET 13) - or ® t v ®t N Or t ALTERNATE 3/i6'ALAI ALTERNATE LEG u PoP RVETS O 5'O.C. -- LOCATION OPTIONN_RAIN GUARD' ALTERNATE LEG AT REAR. -� F�_�i`-- / (SEE NOTE�) (NW1-STRUCTURAL) LOCATION I I LL JJ i I (SEE 11 LL JJ li i F________ -------- li ALTERNATE 3/18•ALUN. I I I I I I POP R1111 0 5-O.C. 2'.4' AT REM. I. ___ cc WORD __-1_____T_ I I n R S { :.=+ri+�r..ej� O �1.� PU1TE 11 ;� 9 n n 3 REO'D.' _� y 3/16'ALUM.POP RIVETS :::I::"...''. m I 0 10'O.C.BOTH SIDES �i 9 Itt n s 3/16'ALUM.POP RVETS EQ. EQ. 0 10"O.C.BOTH SIDES vix w w g EO EQ. DECK REQUIRED _ ED. R 2'x4'CONT. 1/4'0 x 3/4'TEKS SCREW (NO FINISH ALIDWED) ( WOOD PLATE I R 1�4' 1 4'0 x 3/4'TEKS SCR C :3 4'BOLTS W NUTS L SCREW / REO�D. w/s e"WASHER OR a<5/e'WASHER o 6.O.C. / I1 1 4•.3 4'BOLTS W 1 'OOMU.�IIDN CE / / TS D.C.NUTS k `1 5/8'WASHER 0 4' . 1 2'NIN.E.D. 2'MIN.ED. —OOIOIFPIION Cal ' WAIL FINISH V WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 44W (B OTTOM); SECTION 7W AA,gTTl1 FLORLDA BUMNO CODE(NIgh R Noe fth Velocity Hurttaam Zom) NOTE• .ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED �• r•• •••F 020201ILTECA INC. - - - DRAwx BY.. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM YP INSTALLATIONS DETAILS INTO WOOD _ No.*is7 DATE = IL ECO,a�. FOLDING SHUI'IER CORP. '/'°/'°�° SCALE N.T.S. F 16i2 MARTIN Lurxta KRto TE Q ~TFSTINO et NaNEFAIHO •0•BLYD � 5?A E COMP 1aST PAW BFApL it 9404 eoa AWQaA oue0a,n a:ce 20-190 CSWoo,n:ut Pxl teDD-e4s-esn O C O R .-men:t000671 d.Co�, ,�.•. ..•�� '� m ..radelnp.n.H..eem Dlumxo He i, C'••• ••••_ \` WALTER A0TI LB�J,P.E. P.E 5 11111'11111N�"A1AA- _.FLORIDA Le,d 44167 MIN- SEPARATION JC 1 TO CUSS MIN.SEPARATON (SEE SCHEDULE TO GLASS or ®t °� Bi x f ON SHEET 13) 1 ( SCHEDULE ON y I or ® ly ON SHEET 1J) IpXI 1% OPTIONAL RAIN GUARD I (NON-STRUCTURAL) Y 1/4'0 x 1'TEK I ALTERNATE 3/18'ALUM. n SCREW OR 1/40-20'0' POP RIVETS 5'O.C, . S.S.MS WITH NUT& AT REAR. _-_WASHER O 4'D.C. I _ nerdy n�. �3/16'ALUM.POP RNEIS_ - 0 _ 10'O.C.BOTH SIDES - ---- g EOGE OF SLAB - -- - _ qq 6 OPPLIGiBIE _ _ EDGE OF SUB ANCHOR LOCA ALTERNATE LEG&I n i3 M C7 IF APPLICABLE nON ., (SEE NOTE�) cv� 1 2•x6•MIN.WOOD DECK REQUIRED Ti- (NO FlNSSH ALLOWED) - CONNEcnom EDGE F SLAB I OF - EDGE OF -2'MIN.E.D.- APPLICABLE !-=�.- - SLAB IF 2•MIN.E.D. —Eq. APPLICABLE t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM 1'NIN.E.D. 1 MIN.E.D. NOTE FOR COMBINATION OF SECTIONS: - 2'x6'MN.WOOD DECK REQUIRED I- MOUNnNG SECTIONS CAN BE COMBINED (ND FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION T'x4'CONT.WOOD TO SCHEDULE NOTES: PUTS REO•D. ��O�N SCHEDULE SECTION 7AW (BOTTOM; S'�T") 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TOBE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL Wld.l.FlNSH (3)5/16.0 LAG 2' 2- SEE SECTIONS BW& 14W FOR MAX. A.S.D. DESIGN or ®t .a SCREWS W/2 1//2'MIN. MIN.ED. V PENETRATION AT ZMDTH PRESSURE RATING &SPANS W - .10 x 4'x 1/6• c (2-)OF RAFTER/TRUSSES r' 6D6J-T6 'T0u W AWMINUM TUBE 1/4'x4•(6083-TB)FLAT r _ DISRN°2X WOOD - g PLATE W/1/4'0 xl'TEK _ _- - TRUSSES OR RAFTER 27x4'MN. SCREWS O 6'O.C. _ AT 24'O.C.MAX. STUDS O WOOD-16'D.C. I - BETWEEN TRUSSES OR 1/8•x4'(6063-T6)FAT °.] �00• � I PLATE W/1/4'0 x1•TEK SCREWS O 4'O.C.M (2) 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX BETWEEN TRUSSES ANCHORS OR 014 NOS WOW SCREWS OR 1/4.0 EDGE(IF APPUCABLE) NDS LAG SCREWS AT MIDMOTH OF EA STUD W/ _... 2 1/2'Mtn.THREADED PENETRATION MTO W000 -1/4'WAX.PLYWOOD IXISTING SOFFIT. �0 W 1/4'0 x 3/4'TE]( (2)NYLON _ -�I+-f SCREW OR 1/4'-20 x 3/4' 0. •) �g1Ox3'S.S.S.M.S.W/1/2'0 x3/4•LONG �. O- S.S.fI0L75 Wr NUTS& 1 )` "(T'ypLO.BOifOM),CSEX ATPROUER AND''LONG HOISDJG 1/4"0 x 3/4'TE7L WASHER O 8 O.C. g10 x 3•SS.S.M.S.W/ I 8 (TYP.) 8 SCREW O 8•0-C. 0.373'LONG NriDN MOUNT TO WOOD STUDS' MOUNTING INSTALLATION BUSHING GTOP SECTION 50• INSTALLATIONS DETAILS O.D. TOP .245"I°.�°' `°M• SECTION 14W (BOTTOM O.D.AND 0.245'I.d..TTAND 0-163'x0.T70' x0.030' 0.223'LONG B.D.A MIN.sEPAunoN ULTBAFAB MAJ(. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF SECTION 0.320'O.D.AND TO CUSS INTO WOOD 0.245'Ld. - (SEE SCHEDULE STRIPPING EA. ! I h! FLORIDA BURMG CODE(High& Non Mph V411oaHy Nurrkano Zone (TYP.) ON SHEET 13) SIDE(TTP.) I or®t a SCALE N.T.S. ` �gLfMUannpl �...•••••...�/ ��i ®IO20 nL1ECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAMA�0 HEADER TO TRUSS MOUNTING INSTALLATION ?/ % Z 4167 IL E C O G CO FOLDING SHUTTER CORP. '/'o�rE'° if * TnLJT TRTNO&ENOINEERINO COMPANY 1662 MARTIN BEACH, ,FIL 3 oLw SECTION 8W (TOP) STATE OF .;o xx 1. WEST PAL 3Da'FL 33404 20-190 �p•. , ,(�)✓n,-,a1a.Iw,(]D�MT,-1Nt RI,16DD-643-6371 mail:fAtacoOaal.aam ,n�.T0ldp,pxl„Mnacom DRAWING N. - 87119 - MAX-AS:D.-DESIGN-PRESSURE-RATING-+60:0,--60.0-PSF - ----—-__ F �� WALTER A.slur Jr.P.E. �•x• - P.�i DM FLORIDA-Lie-g-441B7- ,__—m-n-ao— ——--__ _ . 'SC+�`� -SLIEET'12'oF'13----