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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 PLURIDA.PCPARTMENT OF ,Business.A,;Pr,.ofessional'Regulkion rte':. 'r Florida Departrnentd BCIS Home I Log In i User Registration I Hot Topic Submit Surcharge i Stats&Facts Publications ( FBC Staff 1 BCIS Site Map Links 1 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@foldingsh utters.cam 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@foldingshutt6rs.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. 10 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RS COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/ur app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1Z... 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]r.,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 Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEO 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: ® ®M ® . 500017 Ai17NICS" htti)s://floridabuildin,.ora/Dr/Dr avD dtl.asvx?naram=wGEVXOwtDav2aBOnHnOOe6r1Z... 7/1/2015 S t r ,C,LFNERAL NOTES" I.TITAN DI FOLDING IMPAI:T PROTECTIVE SYSTEM'SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH RHE 2014 EDITION OF THE FLORIDA BUILDING CODE THtS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT MGH VELOCITY HURRICANE ZONES(TAIL M AND OUT OF THEM(NFNNZ). - 1/4'0 TAPCON W/ADVkNCED THREADFORM TECHNOODGY.OR 1/4'f CRETE-FLEX,AS WLNUFACTURED BY TW/BUGDE6 INC R ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY.OR 111 14 NDS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. -DESIGN WIND LOADS SHALL BE DETERMINED AS Pet SECTIONS 1620(FSS&1600(immom OF THE AW&MENTIONED CGDE FOR A BASIC WIND SPEED AS REQUIRED ETY THE JURISDICTION WHERE THIS PRODUCT 70 BE INSTALLED FOR A DIRECTIONALITY FACTOR : Nd-0.85.USiNG ASCE 7-10 AND SHALL NOT EXCEED T14£MAXIMUM A.S.D.DESIGN PRF35URE RATING INOICATE71 ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION,U11,771MOE OWING WR®LOADS DETEM ED PER AM 7-10.SHALL BE FIRST C.1) MINIMUM THREADED PENETRATION OF 1/4"s TAPCON OR 1/4"0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR DREOUICED,TO ESIGN PRESS-SI RIDESIOS WIND DINDICl1LATED 17N�Tt1P MORE VIEW BY 0.6 IN ORDER TO COMPARE 1NFSE W/WAX.(ASD.) i/4'A NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR G7 THRU C4 AND C9 Imu C8 CONNECTION TYPE AND 2"FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH STALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS RED,AS 17DiTEU,WERE NOT OVERSTRESSED,A 33 S INCREASE M ALLOWA13LE STRESS FOR WIND LOADS WAS)NSdI USED IN THEIR ANALYSIS.A DURATION FACTOR CO a 1,60 WAS,USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF.1/*'0 TAPOON OR 1/4'•CREI&-FLEX OR 114 NDS WOOD SCREWS DR i/4`0 NOS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHAD.BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH G3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VO4EER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 16M&11809.7.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGMEETENG TESTING,INC. WALT:,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN SUBSTRATE BMW SUCH PANELS. (H.ET.Q.,HURRICANE TESTING LABORATORY(H.T.L) &AMERICA!TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINOAUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTION 1816&1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE:MEN. 12 GAGE.FY=33 KSI(MIN.)MATERIA, 2. STAINLESS STEEL SHEET META.SCREWS USED AT SLATS(1)&QAC SHALL BE d 10 x 3',410-HT MINIMUM SERIES W/173.8 kW YIELD -1/4'9 HTW BUILI)a TEX SCREWS,W/FULL THEM PENETRATION. STRENGTH& 187.4 kei TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Cc,BOX 507.WEST CHESTER PA 79381. N01M, 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YiELO STRENGTH D.1)MINIMUM EDGE DISTANCE OF RW BUTLDEX TEK SCREW 1'. FOR 6003 TB ALLOY AT SLATS SHALL BE Fy=25.9 kei . 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 SERIES W/50 kat 17ELD STRENGTH ANO 90 k0i TENSILE STRENGTH OR 7.ANCHORS MANUFACTURER. BE INSTALLED FOLLOWING ALL'OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL FLW/BUILDEX TEK SCREWS AND SHALE.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4,ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL.. 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT G TD BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR S.DOLTS TO 8E ASTM A-307 GALVANIZED STEEL.OR AIS!304 OR 376 SERIES STAINLESS STEEL.WITH 35 W, MUM YIELD SfRENGRi. VMO FRAME BUILDINGS. . 6.ANCHORS To WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9. EACH UNIT MUST DEAR PERMANENT LABEL M A VISIBLE PLACE WITH WARNING N07F-OLRLNG PEM60S OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE. LOCKS, 10,PRODUCT MANUFACTURER'S LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - MY 0 TAPOON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC.TO MIN.1'c=3192 pot. V47H SECTION 77108.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHAD.Be PLACED FOR EVERY OPENING. - 1/4'0 x 3/4"SOLID SET,AS DISTRIBUTED BY ALL POINT SCUD SET ANCHORS TO MIN. Fe=3000 pot. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-REY,AS MANUFACTURED BY ACO CONSTRUCTION PRODUCTS TO MIN.fa_=3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SpES INDICATED IN*irkoRAWING PLUS ANY L�}`ffS,' BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS ApPUED 10. At)IAININUM EmemENT OF 1/4'0 TAPCON ANCHORS OR 1/4"0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) .THS PRODUCT EVALUATION DOCUMENT(P.ED.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE INSTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATICN FOR A SITE SPECIFIC PROJM*Le.WHERE THE,SITE CONDITIONS DEVIATE FROM THE P.ED. A2)3/+'SOLID SEF ANCHORS SWILL BE E'tNTLREI.Y EMBEIXiED{7j87 INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND iNSTAUA7pN INCLUDIHO LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS 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 SINE IS RHE CDNITIACTOR'S RESPONSIBILITY. AL3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PMELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR.ANCHORS SHALL BE LONG ENOUGH RFAICN THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &A2 ABOVE (D) SITE SPECIFIC PROJECT'S SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 1 BECOME THE ENGINEER OF RECORD(EOJQ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE„FOR THE PROPER (B) TO EXISUNG CONCRETE'BLOCK WALL.•AMU 0-90. USE OF THE P.Eo:ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE PEO.ENGINEER•SHALL SUBMIT - 1j4'i TAPCON Wj ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BIILDIX,INC. 1D THUS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. - 1/4'0 It 3/4'SOLID SET,AS DISTTIBUTED BY ALL POINT SOLID SET ANCHORS. (E) THIS PED.SHALL BEAR THE DATE AND ORIGINAL SEAL.AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT -1/4'♦CRETE-FLEX AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. ! THIS DRAWING SHALL ONLY BE USED TO OBTAIN ELI) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'6 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 H/+"• FETUS IN THE STATE Gf FLORIDA MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. ` SwitIO CH"111%.JJJJ . 9.2)3/4'SOLID SET ANCHORS STALL BE ENTIRELY EMBEDDED{7/87 INTO THE CONCRETE BLOCK UNIT.NO P '"r1 ......�� Ji FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG ,`� w. MINIMUM SHOULD STUCCO EXA/SF'•.9 y ®Dols mTEw me IST AND 1"MINIMUM FOR WALLS WITH No mucco. V\CETITAN II FOLDING IMPACT PROTECTIVE SYSTEM 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, �C'3 Rtn A �•^�- y �� -'_- Aa/LLi. ANCHORS SCALL BE LONG ENOUGH TO REAGIN THE MAIN STRUCTURE BEHIND SUCH PANE7S.ANCHORAGE _ • a7/10/tA _ FADING SMMV PL CORP, ANCHORS S H INDICATED LO ON NOTES TO &AL2 ABOVE Jj 711 I L E�O I N C. DArz -'O'•,.+ / .. TLLff lE5TIN6 e:FNGINEERINO COMPANY >a�LELSIREIT RACE /•,�tM�}C Q`' a�°Nes�t �`ra�o.` tamar rsiyree "� laaPAW at>at n nla 15-014 RIO.•'w��� EB-tom 91 a.Cpn .. d&,p ww_ mAwm9 K. JJJ/JY, A 1E lo..F .}44187 � nm ct»rr a� �� 9tFET T OF 13 .z000• l ,,,• x 730,• 'y� •y �S LOW 16ae' 2 T• S .ea7' !� •V. ,09Y 7• R J � .;�9 qQ � r.ru- A.Taa .an' ©Sur Y ® SLAT WWDOTTT ©L—END FLAT END RIO C PIEC (T0 BE USED FOR ALL INSTALLATIONS 606J-T6 ALLOY 606J-T5 ALLOY -T5 ALLOY htAY INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FOR INSTALLATIONS ® INTERIOR CENTERPIECE 6 ALtor DETAIL ON SHEET J) JO FEET OR HIGHER ABOV£GRAD£ MEASURED AT BOTTOM OF OPENING 606J-T6 ALLOY SES COMPONEWS 20,21 &22 ON SHEET 3.) xa7e SeDY �I. 4,)Ia' L/.R' dal• • - 2)Ia- E0/7' x877- r 17Yi y, .aat' .aso .aar FT - .rw a .m7• .aa' S R .os• - 1 ) .600• �'• .alar • - 7.7za' xslw JJlS 267Y L71e' © WAU kW Q 2/A}MFAX. r�Bn.0 ® CEII.II1rG h�'ADER ® OM SILL TRAC ® M TRACK AD TE 6063-T3 ALLOY SILL/I1GaYIf ALidxC_K OY LLOY ALLOY 606J-TG ALLOY t2 Sm• COMPONENT a b tl t2 2' 5'MAIC. 0.125' 0.125' • .oar .m0• i{ Y 025• 2' 4"MM. 0.25" _ oar' 0 A.&Z A.& 7TOM TRACK ADAPTER © BOTTOM RAIN GUARD ALUMINUM ANGLES ® 63 ALLOY 6063-1S ALLOY 6063-T6 ALLOY 7-TB ALLOY COMPONENTS 8 ```` (1 1611113�8� = 1 FLORIDA BUILDING CODE(High & Non High Velocity Hurvicone Zone) 020131d1E0071a TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DPA°Ma" ia/M.L © 3/810-18 ACETAL rLOCIMVG TUBES IL EC O�11r. a1�,e�,a ® 2e0a, FOIDW SHUTTER CORP. a,E ® TIU1T TESn NMO h ENa1NEEAda COMPANY 707 Ia7i5ACK PLACE THUMBSCRETYS NTERPIE CORNER POST %*` /J = ®a 51a°°�� a a,m P� 1 Ufa 15-014 AT ;k,; ra _,mo. ,�, Plk,eao-ea en1 e-maa:1Nteaooa0,.com a.ids- ,am„ DUWINO eo 6063-T6 ALLOY 6063-T6 ALLOY .O P : �_ EB-0008T1a a �m F/2'LONG '��y� , \ �FF1D CA U.%44187E 1R wwn S1HxT 2 aF 1S �\ s ' l/111f1111111111, ` maAFlrn • (3)ROWS OF i �nyruT L i O 1 o i �� Z-cuQ£ALN SVE TABLE f: SOURCES MR & i 00^8000 ; dRECIKANS. I t 3 ; OF W KDOW(SEE TABLE 1) oPnDNs SIAT^S OB i S(LE ` ; "'° ' 7YP,CAL PROPERI M SFAIelWD z4�D AM016 D1£ xwCKLE 000 i ( J i TBLW./saFavc fYASNc iy r O O i i 20 LLGA 41WMdN 31 LVW 193 RW 000 ' i 14ELnAc T6T,1vm ASM 6192 OD45 m/In ova 6f$ 000 ! 1 1LTNDOW MEOPIAtwx a till f "A� TENSIE MD STRENGTH ASM 0638 SAW Pad. 9,588 Pal.FLEXURAL STRENGTH AT YIELD ASTM 0780 12,300 P•e.l. 13,409 P•%I.. yW- FLEXURAL MODULUS ASM 6780 34UOD p-1, 343,000 Rat2 2 ' t yXe1 00 SNAP-AN END REAM L � 7mMN07CHO IZOD ASN 0230 18 FT-t6Jtn 17 FT-mfln wmww A14X i `.C� (SEE TABLE 2) FIRE QUINNV CH SMOKE DENStt ASTM 92843 47.2 X 64.5%mm N ' tot ; .'A �' RATE OF BURNING ASTM 0635 C-1 CLASS C-1 CLASS 41- $ i f SELF f014OION ASTM AT929 1040'F tea T i SLAT WINDOW cif SLAT WINDOW 0.060'THICK .�BmIG` ASTM 0155 ���fSSSff f ; POLY'CARBON4TE NL1NN0 TENSILE.STRENGTH AFTER WEAMWNG ASPM 638 9302 PA.l. 8840 P.J. I WMVDOW(5EE TABt£T) TENSILE STRESS BEFORE WEATHERING ASTM 676 8481 2 c r 2 f t Pet. 6880 Ped I -MAK(2)WfNDOWS ILLY BE IN ONE SUT SPACED av ae i i1 `F r A MMIMUM OF`24'APART. *VH 12'LOK MOLT N i r a'+� 'y ENDS OF SUT TOP R BOTTOM TABLE 2: SOURCES FOR ®SUT MUST INSTALLED AD14COUF bud ._> TO C£N7FRPIECES a OR S�,NOR AT CORNFFs OF PhbPUCT. �SnW T= , I r {/)-p�� �s��t STAYLK4D BLACK NIION PANT 1 000 r.-_ V MAI! ELEVA T)PR 4 PkOPE7DIE5 ByS J"p5f$4JB 080 sU75 I 8000 = SSLAITS ; ; Wim, SPECIFIC GRAVITY AM0792 G,Qi2 IDJkt' i f f16Hf4 m 00 i (TTP) t ; f i W(NDOW TENSILE rtLD SIRERGTH ASM 9678 11.300 PAI. 0a0 (3)ROWS OF j ''uo d $ aero' trP' FLEXURAL STRENGTH AT YIELD ASM 6790 15,000 PAI. t OOaXeuuNc I 1/ SPAM t ' -_� r ' 0 3 1/ !SPACED L"* ; FT£SNASM D790 MODULUS ASD790 4N%G00 PAL 3 APART !!�lda1: iue=TooTn7M f m i ae NOTCHED 200 ASM 0258 as ET-ib/At i t q aza�o'�p C�fLTA p t��•L� COEM CIENT OF THIFituAl EXPANSION ASDEEB 53:16'In/1n-F .G/TU CLIP u TEMPERATURE IASL 03418 s�?F m ee usED As AN oPTraN raR Au mSTAttAnoxs HAT WINDOW ELEVATION UNDER URGE Ae551t6 MAY INCLUDE PERFO2411ON5 �-� A6 PER TNLS ETOL" __.TYPICAL i IAL SLAT WINDOW DETAILS -94k.,TJ WINDOWS MAY BE IN ONE SLAY SPACED JIK 24 APART(Af4>r EVERY ID SLAYS). W,L VIEWING WINDOW & .. ,C21� CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) (I)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) FLORIDA RUILDNG CODE (FOgh&Nan High Velocity Hunicane Zone) 02016 Timm Im TITAN It FOLDING IMPACT PROTECTIVE SYSTEM AMIWN at IL ECON � FOLDNG SHMN CORP. 05J1G/15 DA,< Tim STING Q Emimc TNG OOMPANY t p�, twvA4 ancLleL n STR IZE MIN F6T p IFZ 15-074 i!� fbw+c 11m7e)f-t63e.Fs.Tsoe)en-X0.11 PH,11X10-843-8371 A'•, ATS QF ,tyy rs-mefs 19taceeadeara +.a7dd.+D+ituttawcum OBAWTNG Ne e EB-OOfle719 WALTER A T" ".P.E ms r+'w mewfeA urt i� 1aa11aa1 , ALTERA U4 44t87 NWm a SRELT 3OF'13 j • baaa.au41/11111, CIr@W/ 3 ,16 , 17 OR @ 4 ( tc5 W USE(2) AT 30- FOR NOTES ON LOCKING TUBES AT UP T8 D.C. FOR PANS— w 99.'. 11.TWO(2)@ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED sear F 0,O.C. AT 30"D.C.FOR SPANS UP To 99 USE TMRZN()T FOR LARGER USE(3) AT 3 SPANS SPACED AT 30r D.C. AT MIDjpAN. COW MAY BE FOR SPANS LARGER INTERIOR OR riZSCR THAN 99*UP TO 144' TAT SH SCREWED TO TAPPED WERPIECES OR - LOCATION OF BE AS SHOWN ON TYPICAL ELEVATION. Z(2) LOCKING TUBES�-SH[,AJALWAYS BE USED TOP&BOTTOM AT w(n CENTERPIECES AT A INSTALLATIONS.LOCKING TUBES Oucy W LEVERS AS SHOWN ON SHEET 9. WS. BE SECURED W OR LLt SEE LIMITATIONS 1011 (k.,A�BEET 2 — SEE END CONNECTION DETAILS ON SHEET 9 rep. nu HEIGHT,FOR CONCRETE. CONCRETE BLOCK OR 6 (2)+ C16 .@+ @ , WOOD INSTALLATIONS. UNLIMITED WI JTPL ELEVATION .6N. 4 NOTE, SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET S. SEE SECTIONS 7. 7A & 713 ON SHEET 7. SEE SECTIONS IW& 2W ON SHEET 10. SEE SECTIONS 4Wo 4AW& 7W ON SHEET 11. SEE SECTIONS 7AW, 7BW. sw i 4w ON SHEET 12. FLORIDA BUILDING CODE(High & Non High VeloclLy Hurricane Zone) ly ,tN e Q 2015 11=0 M TITAN 11 FOLDING'IMPACT PROTECTIVE SYSTEM DRAIN w- /10/15 FOLDING SHUM CORP. Oki, C6Js TRM TESnNO EInINDERING COMPANY 700, ww 1 15-014 Pft 16014 1 =will- DUWM J,P.Ejomnnr FLORIDA Ul-f 44167 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. OPTIONAL RAIN HOOD OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON IVE HAD) WALL COIftM;710N O.o6o•7E0CIf S.S (NON-ST'RUCRIRAL) REQUIRED. TRIM(DECORATIVE HEAD) (SEE SHEET 13) RQU-ER HOUSING MON-SIRUCNRAL) •) 6 1.000 2.50MN. QQ MN. E..D. OPTIONAL •z (2)NYLON 'z-- _- malDnron c2 r �� : (Nal HOODRAIN RAL) ��� ROUFF6 (SEE SHEET 13) . 4 f10[3•S.S.S.N.S.W/ W 3/19•ALUM.POP RIVETS. ' 13 , — 0,373•LONG NYLON 3/16•ALUM. B 19.O.C. (2•.a'WA Q — BUSH¢iG W/A 0.150• CONT. POP RIVETS •y % 1 LONG TOP SECTION 0.500• 0.163•.0370• O 19,O.C. 1/4.0 QW sunim i 3 O.D.AND 0.245'Le.ANO .0.030• TAT'OON W/AINANCED 0.223,•LONG 90170M ULIRAFAB IRIL SEPARA170N THREAOFDIN IEWNOLD4Y ' ' SECTION 0,320.OD.X10 WEATHER POURED CONCRETE TO GLASS OR 1/4.0 ELW 1/4.0.1•TEA 0.245•L4. STRIPPING EA OR CONCRETE BLOCK (SEE SCHEDULE or ' � PRODUCTS ) SCREW OR 1Joe-20•.1' 3/16'AIJ16L SIDE( •) I Or WALL REQUIRED. ON SHEET 13) N.EmSE mE WJ 1 3/4• ) S.S.NS WITH NUT d POP RIVETS. ®t a ®t ET 2 LOA.T718ED1.ETIT O e•O.C. WASHER O 4.O.C. O 19.O.C. --0 Or q POURED CONCRETE Yk ' CONCRETEOR a BLOCK YIN.SEPARREDn Cr WALL Or To cuss (SEE SCHEDULEON SHEET 13) W ®t t t+�i 3 ( MIN.�N q !'— (SEE SCHESHEET ULE POURED CONCRETE13) _ WAI-ECRS.E etncx •X 1' ON SHEET 13) 1 or wALL REOUPED. i ( » % ) SCREWCONNECTION C2 1/4' OOR 11/40-20•.1• t •w .6 SS.u5 WITH NUR d . g Q ' WASHER O 4•.oc "i ,/4.0 Nw RRlIE7C pD.3•ss sU.S.W/t/Ye TAP.w/Anvu+�ED 2� at•LANG NYLON BUSHINGS b COMRCNOM C (TyP•BOTTOM).ALIO 3/4• OR 1/4.0 I4C0 TOP).EXCEPT AT WALL FACE MOUNTING INSTALLATION COI lRUCTIa1 rFlI iS (SEE SHEEP 13) Rot USING gyp•) SECTION 2 CRELE-PLEB W/,3/4• (2•.4•NAIL) MN EMBEDMENT O 6'O.C. ) WALL FACE MOUNTING INSTALLATION OF5ANXCCR SECTION 1 'n' SPACING _� GROUTED BLOCK REQUIRED 1,0002500 NN. (MIN.f POURED GROUT) EOE OR MIN. ED f EXLSTNG NON STRUCTURAL j WALL TRIM(DECORATIVE SILIJ 0 AxaoR SPACING STAGGERED, ANCHOR C G DECORATIVE WALL TRIM TRAPPED MAIL L EOR-L6)) MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE u MnX.A.S.D.DESIGN PRESSURE RATING = +65.0. -90.0 PSF & CONCRETE BLOCK AAA�E 'N`i!![/��r�Ai� FLORIDA BUILDING CODE(High k Nan High Velocity Hurricane Zone) SCALE N.T.S. `.�!;�;•fit.. ..... ®2015 TLfmo INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM "Br- NOTE FOR COMBINATION OF SECTIONS: * ED. EDGE DISTANCE ? ■ C w FnE TIILIG cN1177rR W/10/15 SEE SPECIFICATIONS ON SHEET 13) - VW IA JTSTR EC CORP.{rDATE 1- MOUNTING SECTIONS CAN BE COMBINED ( s 7069 HDBfREfT PLACE IN ANY WAY TO SUR ANY INSTALLATION. :C3 TIWT TESTNO d ENGINEERING COMPANY WET P�6E�.Ey yµ13 / n,m N�tee.s+.s1.am vane 2 a,ee 15-014 A S F �' Prnir.(A!)Cf1-1sn.r>s,c' i,-',y, Pw,eo0-ea�371 •aa/ t-meF. 00067 eGLem, ,nf.MQlge,ulMe•em, OMW618 Ile t SEE LIMITATIONS FOR®ON SHEET 2 :�®�•• ( OP' ®-a0o6719 �•� ,,,r WALTER A 1IL�R Jr.P.E p� Ai1 .FT,OtaOA Ua/u167 aVF SKEET 5 OF 13 g 4 � 111111111 1/4'0 x 314'TENS SCREN OR//4•x 3/4' _ DOLTS W/Mi1S R WASHER O B'O.G. 0.060•THICK SS ` CONCRETE BLOCK WALL /POURED CONCRETE OR ROLLER HOUSMO i ABN.s pApapON ) I 1 REDZltT�D I NTN.SEPAR4TION OPTIONAL RAIN HOOD i�-{S£E SfHEOUtE TO CLASS {SfE SCHEODUE 04 (NON-MUCi M) I ON SHEET 13) 1 or � ON SHEET 13) f T �S �1Dx3'SS.SM.S NJ 1/YI ,ti 3/16'ALUM. t ALTERNATE J/16'AUJu. xJ/{'LONG NYHDN BII6FIM6 ['OP la4Els O 5.O.C. POP RNEIS a B•O.C. D(AND1 AT�ROUlER A7 RFARI AT REAR. i HTU!IW(TYR}. I I, W NYLON �— (R01 "" —_•x,}� I is S ' I •v 1 ^3 - W O.E65'0(liTlj.) ( ^ ur .4 EO EO s • / ! - 3/fs•ALUM.POP Rflt'SS I Z= 3/16•ALuu.POP RNL�S a 10'O,C BOTH SIDES O'10•Q.0 Bm SIDES / LES AN 3/16•Awx POP /10 x 3•B.S.S.U.S.W/ ORIENTATION 8 RNETS a 18'O.G. O' . 0.373'LONG --- EUSIIING W/A 0.1so' I NT.0.763% LONG TDP SECTION 0.50tl•t �t DN 0.270'x0.030'ULTPAFABS MIN.3/4'PLYWOOD 4C)R--- UK.3/E'OPLYWCOD D.AND 0.2W i.d.AND y REQUIRED1/2'HATH. MRL J0.223•LONG BOLTON (SEE SCHEDULE STRIEA f or 1y` '0 TAPCM43 OR SECttON'0,320'O.D.M'D0.V SHEET 13) ®t Ej ANCHORS6'4�.C, /44'T dU. BOL'6W 1O.OC. oats'La. EACH SIDE 1/4'THRU BOLT W/ TA-CONS OR m URE E BNS WAOLLRWAst ER h NUi 9 s o.GCI 1E-Rrx OORS G•0A. f or REQUIRED 25X4'OR 25a5`x1/8' POUS'43kS/6'6063-78 CoNr. ALTERNATE J/I6'AL1M, 6063 TU CONE ALUM. "PoP RNE1S a S'O.0 t A,� CONCRETE BLOCK WALL ALUM.ANGLE a2 OF711'PLATE„ j AT� STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SINSTALLATION SECTION 6 W ECTION8 IMAX.AS.O.DEStGN PRESSURE RATING= +66.4. -66.0.PSP MAX,AS.D. DESIGN PRESSURE RG ATIN +66.0, -66A f5F ryN. o ` 9 Y ^ R 010.CAL11 1 SIDESOP RNM MIN,.SEPARATIONto _(SEE SCHEDULE }� I ON SHEET I3) W } I ALTERNATE LEG I or 0. I &ANCHOR t �Q ORIENTATION (SEE �LEC k ORIENTATION 1/4'0 x 3/4'TEKS SCREW W/ POURED CONCRETE OR 5/8'WASHER OR 1/4'1 3/4' VES 3 t CONCRETE BLOCK WALL SOUS W/mm &S/8'WASHER O REQUIRED t•0.4 W BUILD—OUT FACE MOUNTIND INSTALL&TION a SECTION 4 ( 1 g E0. E0, 1/4'0 x 3/4'TEKS SCREW POURED CONCRETE OR OR i/4'x 3/4 DOLTS W/NUTS CONCRETE SLROCK WAAU &5 8•WASHER a 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE cit CONCRETE BLOCK BUILD-01 FACE MOUNTING INSTALLATION SCALE N.T.S. so ` O 0 FLORIDA BUILDING CODE (High&Non High Velocity Hunioone Zone) `���\. ...........•,. ®2o1s 1nTEeo HNC NOiF FOR COMBINATHON of SECTION : 1k P:'` GES 4 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM E.O. = EDGE DISTANCE �: >„\ s�`•'. IN1AIrN ar: 1-MOUNTING sWnONS CAN DE COMBINED (SEE SPECIFICATIONS ON SHEET13) FOLDING SNII(IER CORP W/10/15 IN ANY WAY 70 SUIT ANY INSTALLATION. ,-y.''`'� ,��$ ��LT SSC. •� {•:C��/ '*."'. TIILR TESTING&ENGINEERING COMPANY %ESI P SP�ST41J DATE an6 R.AL>Fh.N..9.4.xxA warts GMaDIL R Jltea T SEE LIMITATIONS FOR ON SHEET 2 �. `.,' S"f {} e' fi tw,•' Ma rm a Am:sst t 15-014 DPAWM?b 4 ~` WALTE®A.�T0.LR1 .P.E er,4 •mwa mr :,e r emnoe 16 FLORIDA,Lic./44167 sane 9tR BOF 13 frfHtllutpul� •WN.E.D. POURED P NR D( SEE SHEET 13) (SEE SHEET 13) o.06O'THICK SS ROVER HOUSING OPTIONAL RAIN HOOD PION-STRUCTURAL) 10x3•S.S.S.M.S.W/1/2.0 (2)NYLON- 314-LONG NYLON BUSHINGS ROLLERS 0.855.0(1TP•) (Typ.TDP)AND 1'LONG(TyP. I 8 BOMM),EXCEPT AT ROLLER HOUSING CM) ala x 31 S.S.S.M3,W/ J/ls•ALw. 0.373•LONG NYLON POPS BUSING W/A 0.150•I a 18.D.C.LONG TOP sECRON osw' O.D.AND 0.245'IA AND CONT.0,183'x0270'.0.030' 022!`LONG BOTTOMULTRAFAB I— _ SECTION 0.32W O.D.AND STRPPSNG E&SIDE(TYP.) W . 02W Ld. u� 9 (TYP.) ®t zd 5 MN.SEPARATON ®t y e TO GLASS •'h (SEE SCHEDULE ON SHEET 13) WN. ATNAnON gm TO GLASS 1 or :� MIN.SEPARATION �rJ' (SEE SCHEDULE ON SHEEP 13) to t 1/4'0 x 1'TER SCREW OR 5 EDUIE � 1/M-20'x1'SS.us LyntN �(SEE 1 or ON SHEET 13) OPTIONAL RAIN GUARD NlT d:WASHER a 4'0.0 7 ®t � I (NON-STRUCTURAL) I . ALTERNATE 3/16'ALUTA. OP ZONAL RARi CUARD POP RNET'O S. O.C. (NON-STRlICT11RA1) AT REAR. I Yi ALTERNATE 3/16'ALUM. • •„ POP RIVETS;O 5^O.C. • 19 Fd 9 ON ri AT REM. ^S ^a 3/16'ALUM.POP RNETS ANCHOR n 9 •1 A J/18•ALUM.POP RNETS O TO'O.C.BOTH SIDES ( ) O 10' BofF1 SIDES EDGEOF - -- / E0. SLAB IF EDGE OF APPLICABLE ALPAPUCAaUE POURED CONCRETE cmdarm REQUIRED ( 13 POURED 00 CF✓>:IE REQUIRED. - POURLD CONCRETE" CONNECTION •MIN.E.D. REQUIRED MIN.E •MN.ED. (SEE SHEET 13) •ADN.ED• 0. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALT RN TE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 7B INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.TS. ` �H AAAA FLORIDA BUILDING CODE(Fitgh do Non H'gh Velocity Hurtiwne Zone) `����'�._.••••••••.,•flo,d4 02015T1TE00W- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM � IN' N OTE FOR COMBINATION OF SECTIONS: * E.D. -EDGE DISTANCE SEE SPECIFICATIONS ON SHEET 13) • F••••' MOUNTING SECTIONS CAN BE COMBINED FOLDING SHUTTER CORP. 0JD47EIANY WAY TO SUR ANY INSTALLATION. =- I• DA7C J T*= TILL7 TESTING tr ENGMEEIUNO COMPANY WW P IUFAM ELL 33413 PIACE IMI x�x.6I,e1..xe,woe.e•tlxC n.anon P1!1000-M-6nt 15-014 Z A'•, T1f\IF Uf •��` �' m�oL'leLee OaaL�n�a1m1 —f"v h thx.me DRAWING Ne FSA.LIMITATIONS FOR®ON SHEET 2 �D0067f9 WALTER A.TOUR 3r.P.E. Ou[ �•'x• �� FLORIDALia 11144167 •Has SHEET 7 OF 1J 1 0\ • 11)1/IIIIUITL��1\` 'POURED oa,aarE on amu,m 6AW M9A11,ISE PB7 ,IE BLOCK WNL RD,A ED t�Roxs U/4•I TAPfStS X X AAVORe OmJ fe>:s s'aaD,AA TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) :k (e),a•.w TDs scan -------- ALLOWABLE TUBE REQ•D ANGLE NUMBFJZ OF ANCHORS --- --- - Arafacww.mnwui. 0 0 0 o 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE ----------- - TUBE PRODUCT eom-m Aurn 0 0 0 o SIZE TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 3/4•roc SCREW SPAN _ o e•oa TUBE TUBE TUBE Y,4'r Y,Y a .4•a 3.r 60 t O6A' 13 8 12•A/tY lLTA1H 1/4•,IEI,OfN m AUDL ANOIL m AtRL ANOI£ 2",14'X1/8' 96 85.0• 17 10 (SEE w'Coun SEE SCHEDULE) A.E 744' 69.0' 13 8 4•a 3Y]' cn1 MP 80' 117.0' 17 t0 3• „/4•.,Own, * a 2'%4••x1/4' 96' 110.0• 21 12 x"10 ® Ea ) 144' 91.0' 21 12 t" SM TBE L g0' 109.0' 17 10 TYPICAL FIEVATION (TUBE AT TOP) 2'x5"xt/8" 96" 100.0' 21 12 SPAN TUBE MOUNTING INSTALLATION Y"�"•� S•ECEM X 144" 81.0' 17 10 3oxe nrsMAX gµng LEMG 4,/z•Wt 80' 124.0' 21 12 FL.(IwJ ,/a•1m. 2"%6"X1/B' 96' 114.0' 21 12 I �xmU o. 144' 93.0" 21 12 $g �T VALID ALSO FOR MIDHE IGHT TUBE INSTA(tATION ONLY WHEN THE SUMATION OF ME Y.a•a 3w n ,i 3.4'r r.3 r * SHUTTERS HD6HT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN OT a�t/ mSHOWN ON TABLE 1. (� AL Y ALIAL y TABLE 2: MAX.MAX• SPAN TUBE LENGTH SCHEDULE (LUBE AT MIDHEIGHT) MAXIMUM /4•r,]4•roc sozLW o 0 0 o TUBE PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS e e• Olt 31 ------- SIZE SPAR! SPAN LENGTH FJ1. END PER END OF TUBE _----- N•.,]1Sw • - ---•�--- �•- -----•-- Yat,/aY fE116111 � ��m�rHac 60' 7�.0" 13 12 (e)1H•.3/4•Toa SCREW SPAN nes PER 9a,E>ML 25a4'xt/8" 96' 60.0" 17 15 moor tux a z,u:,naau,D,xtr. a•� yp3 J 144" 48.0" 13 12 POURED CONCRETE (SO:SCHOeq BOCK IMLL (ANCHqAS 1/4'0 0 TYPICAL 80" 87.0' 21 18 ICAL ELEVATION ffUBE AT BOTTOM) SFM TUBE MOUNTING INSTALLATION 2",14'x1/4' 96' 79.0' 21 18 SECTION Y SPAN TUBE i 144" 85.0' 21 18 !O,/t•a J/a•1Da wemSete..0 t ED. Ar Y ac tu+muBeAU:x 3Ya•r Y.Y:J5a1,/s• 4 ,) 80' 77.0" 17 5 ttxem eoe]-m Mutt AIME PFMNC wan ,/S Tw. � RTX sO,Fn,xLT � 2',15'x1/8' 98' 70.0" 21 18 APCONS ANU1xM DVPJ(� � 144' 57.0' 17 15 80' 88.0' 21 18 2"x6'xt/B' 96' 81.0' 21 18 a 144' 66.0" 21 18 Z Z (♦ 0 00 o INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 3/anxSCREW -------------- OR GROUTED CONCRETE BLOCK WALL GOw WaL O r oL O O O O O O • (sg s,apulfj -------------- SCALE:N.T.S. Boss-m O O O O o O SRM rzE PER SOMM MAX.0.5.D.DESIGN PRESSURE RATING m 172.0 PSF Ya'r 3YY a, ] .wo / m rlLE FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zane) Of (�SOiM"") `�yaQ' \CENSE:9 ©�1s rnTEco MC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A.0. - - FOLDING SHUTTER CORP. BAT PORED calraa,E i WON oATE a,00c rraL C&CRETE 31P r 3YY ar raft/a' = TALI NOS o,MNaEENRINe 4 RPA toes xFaslrM 1,M 15-014 TYPICAL ELEVATION ffUBE AT YIOHOONT) 1aLtiT PA)M BE FL 9413 ! 1 Be. A,UY Nuc -mss x,S--_' 9' tt� """' n>'�ie�eoee,mm"',u, �f1 muWroe W. e)1 a•.3/P MM soar •�(/ AT: ac SPAN TUBE ` YO11N11N0 MSTA�T1ON �i O OR a` WALED® TUI�Y19i P.E •m .� mond d a ___ - T SEE LWATONS FUR®ON SHEET 2 �y, '• ILORICA LN 4{197 ww a� SfEEf 3 0E,3 sig u"s� 9A • 1 ' nwn°Ns/cRE1E-FTnc (SEs se>:T [wsm+c Dui: ANCHORS O 10.O.4 13) � � sr61c STRUCIURE ' TOIL E0. � al9.75*.) E7 — D05IiN0 (SFE SLEET'13) mw SREUCR9ei STROCnIiE 0 CtrJfpTHRFADED NCI. �'✓' T'IPLYINS/RETE-R!X 3/16'POP RNETS OR QJ \ 1/4O.0 3/4'TM O LTTP•) / 1 1 / AHCR O Ie'O.D. J/ 1I iPOP RIVETs 3 or1t1 t 1 or 1�t orOR MIT;O Is,O.C. or t Wp � J' SND CONDITION90A \ / 90.Q 3/16•POP?YM OR 1/4•.3A=MG O 8 4 SH�WN ,6•o.a (1 ) OR 5 r � ��IE 1' (P) O 30•as O J EXTERIOR u) 0 30-ace No(2?m (]Ru m s9' IIDSSSP MR v R(3) O WOSAA (9R�UP \ HORIZONTAL SECTION 20 0.-11D.. � UP �a TO OR WTMM / \ HORIZONTAL SECTION .. EJTIW (LE1416 a, ) ROFIeDR OR DIIEAOIZ) OR LTfFieOR) XTERIOR OR/1e'POP RIVETS rid AN CCNT. aR va•,3/a• I *wY VARY AT IASL•SLAT AT TRAPPED fWAUATIONS 4 OR 5 SD&-Te Auar ANDtE 4 OR 5 TFxs 1e ac TAPGON/DRE7E-RDI SHO , _ 1( SHO J aN(a1oRs O IB'Q4 m \ 3 t SEE LW(TAMONS FOR©ON SHEET 2 y. ANC ORS a 1a'0.4 m aastmF7OS DIC SRe1MTROE F7a.1nx:STRUCTURE rArkv6•cOHr. BUILD—OUT 1 °DBS-76 ALLOY_ NMIN.. E0. Ea END CONDITIONFOP'/4 TExS ExaTw s»nxruRE J/ Qt END LOCK AN NUTS O 1P' `n" ' END LOCK ANGLE HOR¢ONfA.SECTOR HORDCW&SECTION NOTE1 2'v P'a 1/e'6061 T6 1/1V.3/1'TIX COML AWNW4 BFM ANaE SCRENS ATTMED m ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CENTE MM o V ae. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A p) osD•oao SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, SPM x(�) e so' 0.357'x0.357 AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oc a ucsP R UP m 1K'SWx(TEUYe INTO IT WITH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100"OF THE TIP SHALL BE 0.363' DIAMETER WITH Safe'WT BE P6a11ED A 0.200" LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TDP AND ROUND BOTTOM Nn910R DR at) OF THE TIP A SQUARE. 0.475.0.475"60.085'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 a15�' SHO (1)PIECE, 1.375' LONG, WITH A 0.366"4.366'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" � � DEEP BY 0.188'WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. Sao• SOLID THERMOPLASTIC TIP INSTALLED AT ®SHAM BE ENGAGED INTO 3/8.0 HOLES DRILLED ON THE OUTER 0AW-) HORIZONTAL FLANGE OF TOP/BbTTOM TRACKS. (EVE1S Damon 4 OR OR D(RRgR) SHOVT ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL P!TIC(j�A'.,, HORIZONTAL=OM �� ,•• •, d��� FLORIDA BUILDING CODE(High&Nan High Velocity Hurdeme Zone) Ext END INSTALLATION DETAILS INTO CONCRETE. _ �P°'9nETEaaR1c. TITAN II FOLDING IMPACT PROLECTIVE SYSTEM By'No.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) IL EC O tT1C. FOLDING SHUTTER CORP. /10/ TIIN 7E9TN0 R FNOINEFJONO COMPANY 7008 TMT Fi,ICE —0 �4(r ess+ a a. MRFu a R.m,/e WEST PAW gEi FL 33113 15-014 / �iv+,rxe I6m ru,C�vs76n_,y1, Pli:iBOO-eW�.1T1 moi, ,,,,Ga,`�\�� - R BlbooO°ol.00m �+.fddMpdpHae•ea6 DRAWING No \ WALTM AA°TWf1.lr.PE RA90A L1 /44167 a SHEET 9 OF 13 2•N Y■1/e' . 1 ALLNFAY ANISE BLnID-OUf MOUNT PER sWnON 4,SHEET e A A (z) /111•POP WTM ALUMM 1 AIDE EACH IEG OF Y x 2' ANGLE LEG MAY FAKE _ AWAY FROM OPbw d Oi US NO AN m•�0� REOUOUD TO Hwsmumm •� TUOR 13 19 PPEER�CTION 4,SHEET SHEET a (1a JnE-POP RNEIS. lEG OF z2-WAN*L ANGIE SIMILAR AT VIEW A ALtETtNNE WNL ON EXTERIOR ELEVATI �1LL.AND BOHTH SIDES PLAN —A MWS FOR GNE OF PFLOOUCT i 60® ; OPTIONAL SIDE ANGLE II ®1 (RIR SEC"4.SRM B) TOM OR 0/16'POP Was PFN ANISE To YIN. TOP a () TUBEBDttt1M O ELUI R TG WALL(2 RRED) Li22 E'/x TArp7+0 s FA ANGIE TO SLAB FND PIECE9USMAYBEFLAT AVCFiJRS O/0'O.O. END OR L l S OR EMNG STRUCTURE �3 WN SARs aF WNCRErt USMAYBEFur (rYP.AT TOP ARD BOifOM S ABS) L END TRAPPED END CORNER POST CONDITION W.FLAT END HOMZONOL SMMN FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE `� ' ��CENS�c 02O1Sm�0 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �� CONCRETE BLOCK & WOOD (AS APPLICABLE) No.44167 ` *_ 1� Eeo���. ' FOLDING SHUTTER CORP. DATE • PLACE TILUT TESIWG'a ENGINEERING COMPANY TL1E9 M' F -o PA D � M Lasa N,K Nllk m.s xs v1Lau aIDDe.n 01Il4WWW MICH.Ft 33413. 1-L0.V.Fe.(]oJpn-Ivt �737I •( PH:t 1 15-014 • . n:a WS71 d.4m ..+.te gd.ftpkALe►rn DRAvnIG Ne WALTER A ..0 Jr. FLORIDA De./441 67 1 .VaW rt SLIEET 3A OF 15 ! \\ ;;. .• WALL FINISIL - •R u" OPTIONAL RAIN HOOD :r (NON-STRUCMM) . WALL FINISH w�' a 0.060•'THICK S.S. tf10;3'SS.S.M.S.N/1/2'11 x3/4' Y:1 ROLLER HOUSING AND 1'IDNO USHNGS(Typ.TOPI CONNECTION C2 (W.90�Tf�OM).EXCEPT ly AT ROLLER HOUSING(TYR) 0.060'THQC SS ROLLER NOUGNG `__ F>.••"Vt xLF=� (2)NYIDM t -�� .{ S:- OPTIONAL.RNr1� 2 0.8555'-(TYP.) -51RUCN 1Kim s 214•CONT,wGGD 'HEADER RM-D. 1 /10 x 3.5 S.S.SLLW/ 3/16•ALUM.POP 1 0.773'LONG NriAN CONT RUM,O 16'O.C. Com.1:Im C16U44NG W/A.1w. 0.16310.270• tr,f g 3 LONG TOP SECTION 0500' �O.Ow 1 0..D.AVD 0.245'Ld.AND ILLI 1 Or 1 0.223'LONG BOTTOM SECTION 0.320'0.0.AND STRIPPING Ek ® t 1 0.245'[A SIDE(1W.) � ,Y! 3/16'AWM.POP d78 �"T G.C. W ��• SEPTION 1 MIN.SEPARAM 214'CONI:WDOD 1 , •ATO GGIAS�GLASSTO GLASS T Or HEADER REQ'D. (SEE SCIIEDULE 1 Or �(SEE ON SHEETSCH13) t ON SHEET 13) ®t W.. 214'DONT.6UOD III ® tI Dl PLATE RE101. 1 BALL FACE MOUNTING INSTALLATION e SECTION 2W (TOP) oortrmL�IGN C1 WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION JW INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE (High a Non High Velocity Hurricone Zone) f SEE UMTTA11ONS FOR®ON SHEET 2 P,•• �' ®2015 nuecO ILD. maxN Gn • ENSF .•: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM R*NG .NOTES. FN;;;FOR COMBINATION OF SECTIONS: ? 03/10/15 1- FOR WOOD FRAME CONSTRUCTION:WOOD ML]TIBERS TD - 'L E C Q�„� FOLDING SHUTTER CORP. DATE BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR ED L t- MOUNTING SECTIONS CAN BE CON13INED ? 7m�yS7�T PLACE IN ANY WAY TO SUR ANY INSTALLATION. a rLLLLr TE311NO tt ENGINEERING COMPANY WEST PALM WALK FL 33413 , '/ xra.».a.sh s0.vpmq oNmoft n.... 15-014 A', R ROP• 4r= rrd.,wm n1-1603. ,1amTrrl-1u, t4!t&,pWr aTn °i0. ....ram�nea.�D DUAwIHG LL, WALTER A nIUT Jr.P.E. 44167 1 m SnEET 10 0.r is �'�i N 1/4'0 r 3/4'TE%S SCREW OR 1/0><3/4' BOL15 W/NUTS h WASHER O e'O.C. 4'x8'(MITI)DOTTING WOOD BDW yt REQUIRED. BUY TMD ADEQUACY EX v_ OF LSIING WOOD BBE CERTIFIED BY REQSTTSMD EN NEER OR ARCHT ECr PRIOR WALL F�MS14 0.060 THICK S.S. t SEE LIMITATIONS FOR ®ON SHEET 2 ro PRODUCT NSTAL1ATIO% ROLLER HOUSING 2'24'COf7T C4 WOOD HEADER _ E0. E0. OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF cECE1ON�: FaEO'0. (NON-SRtIICNRAI) t?' I- MOUNTING SECTIONS CAN BE COMBINED ppNgyO�ry Co o �10,:y SS.Sm.S.W/1/2b.3/4' JIN ANY WAY TO SUIT ANY INSTALLATION. •i LONG NYLON,BUSHINGS(ftp.TOP) AND 1'LONG MP.BOTTOM).D(CEPT AT ROLLER HOUSING(TO.) OPTIONAL RNN H000 ., NOTES,A. MON-SRiUCNRAU 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO (2)NYLON BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL i LIDSS'A(ITP.) �3 8 3/16•ALUM. #10.3'S.S.S.M.S.W/0.373'LONG NYLON POP O 187FG RUSFONG W/A 0.150'LONG TOP SECTION I 3/16'ALM. ALTERFL�TE IEG OSOO'O.D.AND 0.245'Ld.AND 0223'LONG POP RIVETS. I LOCATION Comm. 90TTOM SECTION 0.320'O.D.AND 0.245'Ld. (SEE NOTE•) O.t63'x0.270•a0.03°• O 18 D.C. ULTRAFAS WEATHER .) Mw.SEPARATION TO GLAS90E I SSTRIPPINGEk. NG (SEF,SCHEDCHEZ ULE ') or®t ON SHEET 13) 1 or®t � MIN.7;) YM.SEPARATION (�SCLASSCKEDULF � �(ON SHEETSCHEDULEEE I / or a ®i I ON SF ALTEET 13) 1 'or ® t - I ) or® t ALTERNATE J/16'ALUM �POP MVETS O 5'D.C. rr (NON-S1Rl1CTUHAL) r- F=�'-- - SEE NOTE•) �� LOCATION AT REAR. i i L J J i ( I (SEE NOTE•) ' '�----_-i i+ ALTERNATE 3/16•ALUM i- �i,J ;'i-`-`- - i .i it POP RNETS O S'O.C. 1 AT(GEAR. I 11 II 2'x4'CONT.i V-`-- __-'-__"__r-� WOOD PLATE 9 r,;v.:-,•,.v.. '0 B n3 j' N z REO-0. I ao a to ALU..POP SIDES I • 9 a to D.C.1301tt SI[ES w ^ --=e?•T'���- � - „� J/18'ALUM.POP RNE(5 O 10'D.C.BOTH SIDES 2'x6'MIN.WOOD ..-� •g O E0. DECK REQUIRED R 2'x4'CONT. I r 1/4'A x 3/4'7EKS SCREW (NO FINISH Al1DWTD) 1/4'4 x J/4'7EICi SCREW WOOD PLATE 1 ) OR t/4'x 3/4'BOLTS W/NUTS REDD. h 5 8'WASHER O 6'O.C. CCIIEti110N d P; W/5/8'WASHER OR 1j 1/4'x 3/4'BOLTS W/NUTS& 1� CMN G 5/e'WASHER O 4'O.C. 2'MM.ED. 2'MN.E.D.- C3 aC3 WALL HUSH WNL FINISH BUILD-OUT FACE MOUNTING INSTALLATION_ TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION SECTION 4AW (80TTOM} SECTION 7W SECTION 4WTII)..... / R A• FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) NOTE 'ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ���:•' `.ENS'. d. ®2015 nL7EC0 RHc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °� N° • AGAL INSTALLATIONS DETAILS INTO WOOD = IL ECO,,,:. FOLDING SHUMR CORP. DATE 7M SCALE N.T.S. t3�� '*f nLuT iE6TING A ENCINE[RINO COMPANY 70e9 M BEACH, PIAS 'd wee N0.S11R�g.,sl.SDs.WR'AY1 BNmms 0.wt® WEST PAI O-G43 R 33413 15-014 9•. ,'L)•' wa.:( 5+,-two.Fm:OwJAn-tSJ, PIR 1e00-9/J-enm1„ ORAWDa+w M-OOM710 WALTER A.T9.LR Jc P.E, I�//A/ '• `A ` FLORIDA U./M787 e,AM• >rr SHEEP 11 OF 13 1111111 i "INTO SDN TO G�iAa�N Or®t F tSEE a)SCHEDULEON SHEET 13) 4 RAIN GUARD I (NON-SRUcmim) z 1'TEK I P�OPRRA 5 01 s•oc, na SCREW Oft 1/40-ZO'x1' S.S.MS WITH NUT&I AT RF?R m g WASHER O 4-O.C. 7 r 3/16•AWN.POP RNETS O 10'D.C. FINISH BORT SIDES EDGE OF SLAB gg F APPLICABLE — � CONNECTION!CT APPLICABLE ALTFANATE lEG& i3 ANCHOR LOCATION rT (SEE NOTE•)� - 2•zB'AIN.WOOD DECK REOLIIRED IR (NO ALLOWED) C01lemm ca EDGE OF 27 NN.E.D. SLAB IF ODGE OF APPUCABIE —�' SLABIF. 2'WIN.ED. APPLICABLE t SEE LIIGRATIONs FOR®ON SHEEP 2 ALT TRACK ADAPTER MOUNTING INSTALLATION _ SECTION 7BW (BOTTOM) 1 MIN.ED 1'MIN.ED NDTE FOR COMBINATION OF SECTIONS: z-xs-MRL.WOOD t- MOUNTING SECTIONS CAN BE COMBINED OAK REOUIRm IN ANY WAY TO SUR ANY INSTALLATION. MIN.SEPARATION (NO FINISH ALLOWED) 25,4•CONT. WDOD To GLASS FLOOR MOUNTING INSTALLATION xDIF� PLATE REOD. (SE UL HEEE 13) SECTION' 7AW (BOTTOM) I- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FTM or®t (3)5/ts'a TAG . 2-SEE SECTIONS BW& 14W FOR MAX.A.S.D. DESIGN T� SCREWS W/2 1/2•MRL I MIN.EO. PRESSURE RATING &SPANS tl'NMUW • • . b SH PFNEf1NATI0N AT YIDMORI . (2)OF RAFIEA/tRIASES a E 1/4'x4'(10W-TB)FIAT DISRNG ZX WOODR RUrrER _ 2'x4'NRI.WOODSAT 21�0.11AKS1UD5SErft- T U O.C.IN 1/B•xETWEFN TRUSSESFLATPLATE W/1/4Y x1•TEK (2)1/4•e TAPCON OR 114.0 CRETE-REXSCREWS O 4-O.0.IN ANCHORS GR+14 NDS WOOD SCREWS OR1/4'0BETWEEN TRUSSES EDGE(O'APPLIGIBLE) NDS LAC SCREWS AT MMVIDN OF EA$RID W/2 1/2'MTn.THREADED PENETRATION INTO WOODSND1/4'0 x 3/4'TEK 2)NYLON 1/4'MAK PLYWOOD DRSTING SOFFITEG_ 0. SCREW OR 1/4'-20 x314'( /10x3•SS.S.Ns W/1/2i x3/4•LONG WASHER BOLA �0 &NYLON BUSHINGS(Typ.TOP)AND 1'LONG 0 z 3/4'TIX 8 ,3 �)BOTrou).EXCEPT AT ROLLER HOUSING SCREW O 6.O.C. "C x s•5.�.SUIS.w/ 3 MOUNT TO WOOD,—STUDS MOUNTING INSTALLATION_ 0.373'LONG NYLON I BUSHING W/A 0.150• . SECTION 1.4W OTTOM) LONG TOP SECTION 0.500' 0.1�•x0S/0• INSTALLATIONS DETAILS �—� OD.AVD 0243'La.AND x0 d0• ' MAX. A.S.D, DESIGN PRESSURE RATING +60.0, -60.0 PSF 0.27.7-LONG BOLTON MRC SEPARATION ULTPAFA9 1 INTO WOOD SECTION 0.320'O.D.AND ro GLASS WEATHER T Qy ```N`11tLIL(LIII I�FyFLORIDA BUILDING CODE (High& Non Nigh Velocity Hurricane Zone) 0245•Ld. (SEE SCHEDULE STRIPPING EA or ®t b SCALE N.T.S. (1YP•) ON SHEET 13) SmE(1YPJ ` �•,\\\jElVst,•��''i 02015 TILTE'CO IND. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM mAYIN B" Y G /10/13 FOLM SHUTTER CORP. mDATE �L EC►DINe. °A� HEADER TO TRUSS MOUNTING INSTALLATION *c3/i �- :7¢_ ITILLITTESTINr&uwINEERING COMPO 70°0 barter L 15-014 ..�� 0100 xa zm.x,s.1m.wmorA unmW n.a,4s WEST PAW FAJL FL]3413 SECTION 8W (TOP) �: TEOF ;� +�.L>��•-U�.Po• GnWxN-,y, FF, 1e00�I1 w CCI c -..X--0000716— ...dWd6gelu0az.m++ IIRAl17N0 Ne WALTER A NLT Jr.P.E gym, enz v.r ees� enr MAX. A,S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF H• FLORIDA U./44167 ®nm mnn* sxF>;i tz OF 13 • (HIIIIIIIIIII 99NNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE D QRRESPQNDING MAXIMUM WIND PRESSUEAga (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) ANCFOR CONCRETE& CONCRETE BLOCK SLAM SPANS SCHMLE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2- FOR A. 2 1/2- FOR B & 2 1/4- FOR C ANCHORS) MIN. E.D. SHOWN ON ANCHOR SCHEDULE VAND uvam*LAw mv.4s A wx AUXURE CONCRFTE CONCRETE BLOCK STEEL WOOD THAN NOW" vsess As pommwaaw AT 10P CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR PROM4.vanold TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK (L-) - TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0- 1 144' 180 Ib ft A a C A c E A C F 80.0- 60 68 Ib ft 9 425 LB/FT - 388 LB/FT 157 LB/FT, 134 LB/FT 256 LB/FT 397 LB/FT A 8 c I A c 35 psf 1100 . lear 146 Ib ft cl Cl 9 417 LB FT - 134 LB/Fr 6 473 LB/Fr - 4f8 LO/FT 2.36 L9/Fr 202 LF/FT 533 IT31FT 432 LB/FT 144' 210 lb/ft 12 387 L-87Fr -33rLB/FT 156 LB/FT 142 LtJ/FT 271LB/FT 3.47 LB/FT 6 461 LB/FT 418 LB/FT 202 LB/Fr - 380LB12 334 !B/FL 142 LB/FT 0 1 -ror- 100 Iblft C2 9 456 LB FT .362 LB FF 250 L87ff 196 Le/Fr als LB so Ls F 375 LB/FT t - C2 9 417 LB/FT 362 LB/FT 190 LB/FT 40 psf IOW)' IOD' 167 Ib 1 .6 525 LB/FT 419 LB FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT T- -.fL- 502 LB/FT 285 LS/Fr 1,r, 144"� .240 lb/ft I 50.1). 60.0, 115 Iblft 9 390 LB/Ft 309 LB/Fr 157 LS/FT 134 LB/FT 257 LB/FT 329 LB/FT 372 LB/FT - '309 LB/Fr I - 134 LB/Fr 80.0, 80.0' -154 lb/ft C3 6 496 LB/FT 375 LB/Fr 236 La/Fr �52 �/ffr 298 LB/FT 405 469 LB/FT - - 202 LB/FT 45 psf 97.0' 970" 7 lb 3 LB FT 572 LB FT 326 LB/Fr 304 LB/FT 418 LB/FT 631 LB/ CD 115.0" _.A_ 760 LB/Fr 115.0' 221 111 9 466 LB/Fr 7 370 LB/FT 157 [B/FT 134 LB/FT 266 LB/Ft 393 LB/FTI 304 LB/FT I w 144" L76 h1l 6 592 LB/FT - 448 LB/Fr 238 L8/Fr 202 L8/FT 357 Ls/Fr 483 LB/FT LB/FT 370 LB 134 LB/FT C4 4 202 LB/Fr 6110 60.0, LB/Fr I 0 m 3 972 LB/FT - 682 LB/Fr 389 LB/Fr .364 LB/FT 500 LB/ 753 LB/FT CD - a§.o- 89.0, 187 10/11 3 1912 LB/Fr - 682 0/FT - 364 LB/Fr 5D .f -70-0-01 -100.0" - 9. 281 LB/FT - 224 LB/Fr 81 UB/FT 83 LB/FT- 143 LB/FT 103 LB/FT 120.0- t2O.O- (250 Ib/Q Cs 6 1 IV21 �ln - 334 LB/Fr 122 La/Fr -in LB/FT 214 214 LB/Ft 155 LB/FT 9 226'LB/FF - 224 LB/FT - 83 LS/Fr 144" - 140' 3 843 LB/FT 670 LB/FT 43 LB/Fr 250 LB/FT1432 LB/FT 311 LB/FT05 6 = LB/FT - 3.34 LB/Fr - 125 LB/ I m"bfft 3 681 LB/Ft - 670 LB/Fr - 61.0' 2 138 lb/ft 9 273 LB/FT 325 LB/FT 215 LB/Fr 138 LB/FT 102 LB/FT 9 250 LB/FT jj -4 .2�,D; 187 Ib ft C6 6 410 LB/FT 487 LB/Fr 323 LB/FT 207 LB/Fr 15,3 LB/FT 221 LB/Fr 251 LB/FT 215 LB/FT - 55 PST 100.0, 100.0' 229'Ib/ft 3 822 tB/FT 975 LB/FT 648 L19/FT 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/Fr - 120-0" 120.0" 275 IbM 3 663 LB/FT 756 LB/Fr 646 LB/Fr I - 137- 1 134- tt�M 4 269 LB/FT114 LS/FT 153 LB/FT I 301 LB/Fr 183 L9/FT 4 232 LB/FT 236 LS/Fr 183 LB/Fr - C7 3 358 LB/FT 402 LB/FT 2 LB/FT 152 LB/FT 204 LB/ C7 60.0" BUT 0 li;I/Lt --J�-- FT 80.0, op-O, 200 lb/ft 2 305 LB/ 3 310 LB FT 315 LB/Fr 244 LB/FT 60 100.0" 100.0" T-i-2 - 491 LB/Fr 596 L13/Fr 409 !�!/Fr ?65 LB/ 168 LB/ 12 388 LB/FT 460 LB/Fr 409 LB/FT Psf lb f, C8 8 582 LB/FT- 691 LB/FT 614 LS/Fr 115.01, 115.0" 288 Ib/ft ce 8 --im LB/FT 894-g9-4tB/Fr 614 LB/FT 397 LB/FT 252 L8/FT 131' 128" 346 Ib ft 6 982. 1194 is/Fr sis LA/Fr 530 LBIFT 336 LB/FT 6 777 LB/FT 921 LB/FT _819 LB/FT 59.0" 59.0, 160 Ib ft as PST 92.0, 97-0, 249 tb/ft 100d0m 100.0- 271 Ib.ft MIN, SEPARATION TO GLASS- SCHEDULE - OSEE GENERAL NOTE C.2'ON SHEET 1 126' 123' 360 lb 60.0, 60.0- _175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING --f' NON HIGH VELOCITY TYPE DESCRIPTION 10 psf 00.0 100.0' 292 1�4ft SLAT HIGH VELOCITY CONC.C.BLOCI< WOOD I STEEL CONC.C.BLOCKI WOOD STEEL 121' 118' 374 lb/ft SPAN HURRICANE ZONE HURRICANE ZONE A ' 59.0- 59.0' 187 1b 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 NA 75 psf 100.0, 100.0, 313 Ib ft 51-10; 1. THREADFORM TECHNOLOGY 117' 114- 387 Ib1ft 2 5/8" 0_ AS LES D psf ..��Opd -1�3 ill' 400 Ib ft 8 1/4' 0 x 3/4* SOLID SET 3.50' 3.50' NIA NIA .3.00" 3,00' N/A NIA' 90 PSf 107' 104' 2,71 ll�ft >5'-10" 1. 2 3/4!+ - 101' 99' + -100 psf 4 TO 8'-3" 2 5/8 1/4- 0 CRETE-FLEX 3,00" 3.00* n N/A 3.00 3.00 N/A NIA 110 PST 94.- go- 468 lb/A 1 -PV 87" 82. E 1/4- 0 ITW-BUILDEX NIA 1.00- N/A 2.00- 484 lb/ft >8'-.3" 1. 3 5/8' TEK SCREWS 130 psf 0. 76- 483 Iblit TO 12'-0' 3 1/2' 140 pet 7V 70" 4 15yfl I I I - OD SCREWS OR 014 Nos WO 150psf69. 66- IM83 ft F 1/4' NOS LAG SCREWSN/A NIA R N/A 2-60" NIA 160 psf 65" 62' 483 ib ft A AS DEFINED BY ASTM E-1996 STANDARD. ff -9 0 ANOML, A. FLORIDA BUILDING CODE(ugh &Ron High Voloally Huryiccne Zane) + EXCEPT'THAT 3 5/8- SHALL BE USED 7r: -- L+! W.WUUM ALLOWABLE.PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, 02015 T1.10M OC. Trl-71. GIVEN POSETNE A.S.D DESIGN PRESSURE RAMIS. . \,\CEN&t,-W1, TITAH 11 FOLDING IMPACT PROTECTIVE SYSTEM L-:MAX ALLOWABLE PRODUCT SPAN FOR A .4. 4A & 7A. MEN NEUTTV15 A.S.D.DESIGN PRESSURE z 03/10/13 -r air l E�C \ FUNG ROVING. 9 SHUffER CW. TILLIT No&ENGINEERMG,COMPAM RDEtFW FLAM F cwmwvk�- I-IBI PH:1800-643-4VI 15-014 MAL MOT"ALLOWABLE PRODUCT SPAN IS WEST PER MR,FL 33413 EQUAL M THE WINNUM DETERMINED PRODUCT !3PAN BETWEEN'L+*AND'L-*. .-U:to CRAWINO M, E0oplo WALTER A.TIUJ J'.P.C. LMIDA Um 44147