Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL OR BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map Links I Search I Florida 2 '1 0^]- b 3s7 lf�l ra USER:Product Approval REVIEWED FOR G � COMPLIANCE Approval Menu>Product or Application Search>Ap plication List>Ap I tI 1 COUNTY FL# FL17087F. LUCIE; COUNT Application Type Revision BOCC Code Version 2020 Application Status Approved �12- Comments Archived ❑ He Copy Product Manufacturer Folding Shutter Corporation jj�"' 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@foldlngshutters.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 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 01 Validation Checklist-Hardcopy Received Certificate of Independence FI-17080 R3 COI COI Folding Shutter Corp Titan II Drwg J - p>df 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 i 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 PED Folding Shutter Corp Titan II DM 20- Approved for use outside HVHZ:Yes 192,Raf Impact Resistant:Yes VeriFled 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 5'4'for+160,-160 p.s.f.A.S.D.design load.See FL17080 R3 AE PER Folding Shutter Corp Titan II j3yd 20- sheet 13 for additional spans and loads. 190..Pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrlaht 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-mall address released in response to a public-records request,do not send electronic mall 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 dick here. Product Approval Accepts: ® mat ! .Credit'Car.;cJ; t._ Safe i GENERAL NOTES- 1.MAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: 0ro.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2020(76t EDITION)OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HVHZ)AND OUT OF THEM (NHVHZ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY, OR 1/4'0 CRETE-FLEX.AS MANUFACTURED BY rTW/BURDEX, INC t ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR/ 14 NOS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVHZ)#INS(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 NQ71S: 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 TAPCON OR 1/4'0 CRETE-FLEX OR 014 NOS 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'/NDS LAO SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/27 FOR Cl THRU C4 AND GB 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. A ORDER TO VERIFY THAT COMPONENTS R ANCHORS ON THIS P.E.D., TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN C.2)MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4-0 CRETE-FLEX OR/14 NDS WOOD SCREWS OR 1/4.0 NDS ALLOWABLE STRESS FOR WIND LOADS WAS bQj USED IN THEIR ANALYSIS.S.A DURATION FACTOR CD = 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. LAO SCREWS INTO WOOD SHALL BE AS 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 PANELS,VENEER OR PAVERS BE FOUND ON THE EOSTING SECTIONS 1626 t 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.),HURRICANE TESTING LABORATORY(H.T.L)3 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 1618 k 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 Q t®SHALL BE 110 x 3'.410-HT MINIMUM SERIES W/ 173.6 kal YIELD -1/4-0 RW BUILDEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH t 1117.4 kal TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESTER PA.19381. ESL i 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 6063-76 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 kal YIELD STRENGTH AND 90 kal TENSILE STRENGTH OR MANUFACTURER. CORROSION RESISTANT COATED CARBON STEEL TRW/BUILDEX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION &IT SHALL BE THE RESPONSIBWTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5032 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. S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kal MINIMUM YIELD STRENGTH. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) LOCKS. (A) TO EXISTING POURED CONCRETE: 10.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709AJ 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 x 3/4'ETE-LOUD SET,AS DISTRIBUTED EL ALL POINT SOLID SET ANCHORS MI WIN. 3350 psi. pot. 11.FOLDING IMPACT PROTECTIVE SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.Y'cc33S0 psl. BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. .l107F3. 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE AA)MINIMUM EMBEDMENT OF 1/4' 0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. INFORMATION FOR A SHE SPECIFIC PROJECT;Lo.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. (8) 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 IS 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 SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 t 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 (B) 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.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -- THIS DRAWING SHALL ONLY BE USED TO OBTAIN NOTES, PERMITS IN THE STATE OF FLORIDA B.1)MINIMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR 1/$0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1.1/4' llµil1�111�1111t MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. ��.,,SV �(l �6 FLAF6M BILIIDDLO CODE(fTIOh t Non Nlph VNooHy Hurtlouna Zone) &2)EMBEDMENT INTO 4-sout)SET STUCCO SHALLE SHALL EPRMITTED. 1/4-OTIRELY D2009.5) INTO THE SCREWS USEDNSHAALLLL BE�1 K1/2'T.NO LONC ` v N'SF. �� �x�o¶Luca � TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM MwN 91= M.P MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 1 44167 - - T/lC/2"' 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. = l E C O 1IN, FOLDING SHUTTER CORP. DATE ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE '�•• 6 FATE TIWT SS11NO A:ENGINEERING COMPANY t=MARRH urtHER KNO JR.BLVD f SHALL BE AS INDICATED ON NOTES B.1 +4 B.2 ABOVE. T E OF /� Jan.a u xa vnoaw cuao s n a,m WEST.AIM tO tlL R 33Ja 20-190 �FF ? 1-,aTa.EQ:pm)en-,m, Px:fdh9 ft T-07f . �ORID P :cr am: 00067eelcom ax..ramnanaaNx�a txur w No -..q .. . CA-000611J - - Pm SFAL/5 rN��.11\ . WALTE71 A 1¢LR Jr.P.E. 1, ROF;XU Uc./ SHEET I OF 13 1� aa°• .aaT' °� '�� .� -�: rya• '`IG: ,.� - � :oaT' :� � $ � �_:. A ggx 1 qp' 9 S9 � 1 � .E)1•. F_..I S ...ram._ (1)X—AT t ® SLAT WINDOW (2LED ©.FLAT E1VDD L Q EXTERIOR CENTERPIECE f 170 BE USED FOR ALL INSTALLATIONS, 606J-T6 ALLOY ' 6063-T5 ALLOY 606J-TS ALL 6063-T6 ALLOY MAY INCLUDE PERFORAAONS AS PER (TO BE USED ONLY FOR INSTALLARONS - 4 INTERIOR CENTERPIECE DETAIL ON SHEET 3) 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 606J-T6 ALLOY SEE COMPONENTS 20.21 &22 ON y+s SHEET J..) zme �' .aiY, t7ra• zraT• r�x• Alt r.ae.• zaa' z°u• rm• '$. sue, r{ _ -117� ram• $ r� : - _ 21 .ws• .oa .aex' i _ -.oes• .aro•; mr' .aer xns• ao' san- ® WALL HEADER © Z"iYMAX B'O' ® CEIIJNG HF4DER ® BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 6W-T5 ALLOY SUARAD TRACK 6063-TS ALLOY 606J—r6 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 3W� • - zwa•. t2 ,ayr COMPONENT a b 11 t2 •, .o © 2' 5'MAX. 0.125' 0.125" a a^i 2' 4'MAX. 0.25• 0.25" $ oss.1 1' 2'MAX. 0.062' 0.062° ® RAW HOOD ALT. BOTTOM RACK AD ©2 BOTTOM RAIN_ GUARD �� ALUMINUM ANGLES 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY -�6063-T6 ALLOY cur d COMPONENTS SC (�tll!+Tq�i1" FLORIDA DU9D1N0 ODDS(Nigh @Non Hiah Wloafly Nurriaano Zom) - .Der-�• Q• % m1030 n•Tao°�• TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM '""N U` No.44167 FOLDING SHUTTER CORP. 'DATE �5 318"0-16 ACETAL LOCKING TUBES Y°°° = ape. °"'E * tee w PA umm,,M JR etw ?'HUMBSCREWS 7!7 STATE OF u"s °�m eaa.a°masn v,ae ,rtsr it 1 °ckN,rt 1 20-190 ® AT CENTERPIECE CORNER POST F �,�-: .,,_,W�1 MI _,,,, "g;,;,�,;;a,o';m CRAN7N°NO FOR'4 & v� ma„NLec57,9 om — — 6063-T6 ALLOY 6063-T6 ALLOY ". •., CORI04• ,` a-aL 1 .mod� NrUM , 4 P.E. MIN. 28 112'LONG P.E 4H%f� •••'``"� �"�,'lk•i µ167 1 ; j �f i0&.\TToS'e! (J)ROWS OF + ,:rosurmr i coat; + 1/4'0 HOLES rnae +- FA SPACED pOp ; r��TH --- - , Z-CLP EACH 50£ TABLE 1: SOURCES FOR do p DIRECTIONS , ; ; OF WINaow(SEE TABLE!) oPnLvrs y� UCKIIE SLAr i p SEATS 1 NIY)da + , rYPlG1t.PADR7PRE5 ��m Tk7t11L SCIENCE PLASTIC 0 K(j pREFummm (pp�O i �f. N i _ _ _ ZLC.AfWW1ON JN2J MZW 103 RMN 1 pp V i i C�51Cd1 0 VIEWING - SPECIFIC GRAVITY ASW D792 0.043 IbAf 0.043 JbA VS'o WINDOW WfErMAllICIL, i + Farm ARM DOW 9.400 p.PL 9,500 P-L AM - , , I ✓� JAr FLEXURAL MODULUS At YlE1D AMD790 340,000 pAj. 345,000;.el Zo 2 i t OoaU an sw_/N ENO lApdCI; 7.000' I i CUT+1DP/B017T7Y NOTCHED IZ00 AM D256 1B Fr-Ib O MAX. i OF WINDOW /t" 17 Fr-Ib T 2 I @ z i cv rH ' •�les(SEE TAKE 2J suatE DENSITY ASTM D7eo na x Bps x MAX RATE OF BURNNG AMU DGM C-I CLASS C-1 LASS 1 aS i _ SELF ICHMON ASTM D1929 10t0'F 9d0•F SLAT WINDOW ,�i�ij ; I SLAT WINDOW a060'tuxx 11 : ASTM 0155 POLYCARBONAIE VIEWING I + 1 TENSILE STRENGTH AFTER WEATHERING ASM D93B 9302 paJ. BE40 p.aJ. fW7t90W(SEE TABIF T) TENSILE STRESS BEFORE WFA7HEMNG ASM DGM MI pai, BBBO PAI 1.000' 211[uuy ARX(2)W9NAOWS AMY BE PN ONE SLAT SPICED \`4 OIL i p i , A MNMIM OF 24'APARL AWNA 12'MM.FROM N i ry i i ENDS OF SLAT TOP&BOTTOM - Q�Sur MUST IW&LEO ADMCENT TABLE 2: SOURCES FOR TO LFIATERPfECES 4 OR(f NOR AT CORNERS OF PRODUCT. , I I ST.I GM 1 068 ! r. —� ® tSZAT IVlND_Di/DETAFl I'P REFERENCE Boar Nnav PART o zwlRye $00 i 1 (ELEVAnONJ PHYSICAL K cs ' VOppO ? sots ( wExaNc SPmnc vm Asnu o792 D.az mn"' ( 1 { 0pp 11 I � � I *mvOw � � TENSILE Y1L1D STRENGTH ASM D&W 11,500 P..L I 00 {' (J)ROWS OF i �, as a e"o�' oaao• FLEXURAL SDif.NGM AT YIELD ASM D790 15,000".L p rSO f/4'0 HOCES i I _-�` FLEXURAL MODULUS AMU D790 450.000 P.-J. o EA SPACED <___ IypA{[ N +ru+.uEAPARr art NOTCHED M iHrRyu PROPEHII6• AS D23ti 0.6 Fr-ro/Ui DIRECTIONS. COEFFICIENT OF tHFRN11 EXPANSION ASM f69B SA t 10in/n--F MP =9 M CLIP u �ERATUM AA D418 VF2 NO -TOBE USED AS AN OP17ON FOR ALL INSTAL ATTONS ® %4T 1i MOW E.LE'VA77ON UNDER LARGE MISSILE MAY INCLUDE PA MVITONS AS P Mrs TYPICAL n SLAT WINDOW. DETAILS -AAAC(2J HINDOTYS AIAY BE/N ONE S1AT SPACED �� AM 24'APART(A(V EVERY TO S,AISJ• WZ 0 VIEWING WINDOW & (L 1,]1 : . �2_-2�_ _CLIPS TYPICAL ALTER ATE PERFORATED (SMALL MISSILE IMPACT) SLAT WINDOW ELEVATION (LARGE MISSILE_ IMPACT) AAL\7\HAI11IAtHHH,,,, FLORIDA BUILDING CODE(NIgh a Nm NTph Vabotty NMrrkww zeta) -- �� Q•............. - �� 02020 TILTECO MC, TITAN II FOLDING IMPACT PROTECTIVE SYSTEM "DRAWN BY" NG.44167 E-C O lime. FOLDING SHUTTER CORP. 7"wi,i 2D '__ IL. * XYE5511NG R ENOINEEgNO COMPANY IG2 WRt91 Hltl®t 101l0 JR.YtW 4m+at m a a.».xuu crra+ts,n 3n66 WEST rAW 8[AOL rL 3340r ' STATE OF filer-•.Tm)el+-+m•m+tzaln+-,a, Px,tma-au-mrt 10-150 ' %90• F . 41�.� -,na@ emecooaG.00m ...eoa"gN,Alwrmm ORA1WNo No `, c-. C A .• a-woe7La - - - .• WALTETI A T41TI Jr P.E. P.E SGYjg, �•'.`(� \ F1.DA10A Ue. 44187 SHEET J OF 13 A y Z' or w/ OOR �9 (2) z USE(2) AT 30' rj c • NOTES ON®& LOCKING TUBES®AT 40&0. N - O.C. FOR AN - n 2D UP TO 99' 0 1.TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED USE(3) AT 30'O.C. AT 30' O.C. FOR SPANS UP TO 99'. USE THREE(3)$FOR LARGER SPANS SPACED AT 30'O.C.AT MIDSPAN. COMPONENT MAY BE o FOR SPAN LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES THAN 99'UP TO 144' 4QOR©. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w _ .wN., XEL 2.(2)LOCKING TUBES��SHA ALWAYS BE USED TOP & BOTTOM AT �N PRODUCTS CENTERPIEC fll OR$6 AT ALL INSTALLATIONS. LOCKING TUBES ®SHALL_BE SECURED W LEVERS AS SHOWN ON SHEET 9. * OR - 1 L - t SEE LIMITATIONS FOR®ON SHEET 2 END CONNECTION DETAILS ON SHEET 9 CONCRETE, CONCRETE BLOCK ORFOR .6 O O+ O+ ,6 ®+ @ WOOD INSTALLATIONS. O+ �Q O+ lt) + I 9O+ - ...UNLIMITED WID .. i TYPICAL ELEVATION 4- N. T. S. 4- NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET B. SEE SECTIONS 7, 7A & 79 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. \ `"�fA1AiiT1N��i/ SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. `\++``�Q. ((��� FLOIBDA BUILDING CODE(HIgh R Mon Mlgh YN Hurrlcoo zone SEE SECTIONS 7AW, 79W, BW& 14W ON SHEET 12. � '•vCENSF'•.• 02Om TUM INO. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM "'Awl 81'' M8 No,44167 FOLDING SHUTTER CORP. T/1D TH20 STATE OF rTESTRIO h I[NOINEMNO CnMPANY IBM MARK URlnl WW a.BLVD ]lpi.R Fa$�OImLL+C/Amq M1 WEST/Alf fYACfI,R S31G '..fxins,t-yam 'WIN ffk tfmo-w-e�1 20-190 +G WATER a nLL1T J.P.E a•. oo.a - mans rv._ -- - _ - PE avyalfj➢/II ,• � p FIARIOA ua!14167 - - _ _ - - - SHEET 1 Of 13 I POURED CONCRETE OR CONCRETE BLOCK RIM(D WALL REDUIRED. OPnom RAIN HMO POURED CONCRETE T NON STRUCTURAL WALL OPTIONAL PAIN HOOD (NON-STRUMPAL) REOUIRW. TRIM(ECORATIVE NERD) COTDIECTON C O.DSO'THICK SS. (SEE SHEET 13) / ROLLER HOUSING (NON-STRUCTURAL) 1.DW 2.300.MIN. (TYP-) 3 .6 MIN. ED. c iS OPTIONAL•z ) CONNECTION--+« -�• -�1 + j ^ RAIN HOOD (2 NYLON •'// ,// ROL,FRG (SEE SHEET 13) ll S "-STRUCTURAL) 0.658•e(m.) 3/1 s'ALUM. 1 13- • I p10><J'SS.a.ALs W/ W _ _ POP RIVETS, 0.773'LONG NYLON 3/16'ALUM. I BUSHING W/A 0.150' 'coNT. POP HYENS s �/�/, o fa-o.c (2�a' _ LONG TOP SECTION OS00' - 0.163'x0.2707 O 18'O.C. 1/C 0 TIED 1 '• 0.0.AND 0.245'id.PND D•O30• f ) 73JRI.IX TAPCOM 0.22J'LONG BOTTOM ULTRAFAS I MR.SEPARATDN _ W/�'W� 1 SECTION 0.320'O.D.AND WEATHER POURED CONCRETE lD CIA55 TECHNOLOGY OR I 1THREADFOIW /4'e.1'TEK . 0.245•Ltl. STAIPf4NC EA. OR COHCREfE BLOCK / / (SEE SCHEDULE l,Cf 1/4'O ELW SCREW OR 1 40-2011' J 1B'ALUM. SIDE(TY'P.) 'I tf � WALL REOUIRW. I ON SHEET 13) ®t p+PRODUCTSI SS.LIS WASHER 0 4.D.C.NLrr& POP O 1B OC. - f Of 3 POURED CONCRETE � Wm=wEmf®6. ®t 1 OR CONCRETE BLOCK I - MIN.SEPARATION WML ItEQURED. ""p '7 Ol TO GINS _ -1'0f ®t OSEE SCHEDULE T N SHEET 13) ®t �1 ,////� 1 MIN.SWARAnoN Ta z i I TO CLASS i"'--(SEE SCHSHEET UUE- 13) POURED CONCRETE - 1 ON SHEET iJ) OR CONCRETE BLOCK� %� I I 1 Of WALL REOUDIW. ../ CONNECTION C21 / v I 1/4'o:1'TEK ®t (SEE SHEET 13) 6 11/4.0 TAPCON 1 SCREW OR 1/4e-20'a1' BUTIM I SS.MS WITH NUT& - { • / W/ I WASHER O 4-O.C. OR ELCO Flow 1 oAL3aNc NYLON DIM1&IYSMINC5.0 j CONSTRUCTION 1 $ e CDNMCMON C7 / -c*YP•�++ON>,WILD J/4' WALL FACE MOUNTING INSTALLATION � (SEE SHEET 13) / LONB(Typ.HOP),IXCEPT AT W/1 3/0— I ` / ROLLER HOUSING(+Tp•) .SECTION 2 EMBEDMENT O 6.O.G.50 (2•><4• •) LJj WALL FACE MOUNTING INSTALLATION ,/r OF aa� 5;0O j SECTION- 1 GROUTED BLOCK REOUIRED 1.000 2.500 MIN./ p - 0 0 CLAN.Co-2 tal GROUT)OR POURED CONCRETE ' EDP E%hTNG NONSTRUCTURAL WAIL TRIM(DECORATIVE SILL) O' O O '6 ANCHGR_I _DECORATIVE WALL TRIM TRAPPED SPACM- STAGGERED ANCHOR C G MOUNTING INSTALLATION DETAIL6 SECTION 3 , MA%,A.S.D.DESIGN PRESSURE RATING = +85.0, -90.0 PSF If INSTALLATIONS DETAILS INTO CONCRETE ``o• HRIA.T%�""'n </r FLORIDA BALDING CODE(High !Nan m High Velaft HunfaO ZoD.) & CONCRETE BLOCK, F 02020 mTccG D1e. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °R"WN%` SCALE N.T.S. � � _ _ M•P NOTE FOR COMBINATION OF-SECIIONS: * E.D. - EDGE DISTANCE _•. NO *167 •1 FOLDING SITYI TER CORP. 7/10/20zo 1L ECO pll:. DATE 1-MDUNTNG SECTONS CAN BE COMBINED ', (SEE SPECIFICATIONS ON SHEET 13) STATE OF TESTTHo&ENWNEERINO COMPANY fe6x WRIAR LATHER 1IL0 IR.BLVD IN ANY WAY TO SUIT ANY INSTALLATION. WEST PAW OE-" W 334G4 wave numG A a.v,m 20-190 R 7 J F 1m:l6GG-eu-es7M •KK(, CQR(D ,• ` a-moil:Wi067111.eom r�..lUdin0�h,11hnsom DIUYNLO He 1 _.. _ if "•hG �. .1.°AA.11UT1 Mr.P.E o;r _omrm, me n.r emnvl ;`:un - t SEE LIMITATIONS FOR®ON SHEET 2 P•E ""•TTY,II 11�y���`� FLORIDA Oc,p 44167 m v-m na- _� sTaET 5 of Is i a - , 1/4'm.3/4'TENS SCREW OR 1/4'z 3/4• BOLTS W/NUTS&WASHER O 6'O.C. - - O.O60'THICK S.S. ++ POURED CONCRETE OR ROLLER HOUSING 1 ADN.SEPARATION I I YIN.SEPARATION CONCRETE BLOCK WALL 1 TO CLASS TO GU55 REQUIRED C{- OPfNINAI RAIN HOOD I`(SEE SCHEDULE (SEE SCHIMOLE— CONNECTION (SEE SHEET C4 FD. ED. (NON-SmucTuRAL) I ON SHEET 13) pf ON SHEET 13) /10x3•S.S.SALS.W/1/z'0 AL7EftNATE 3/18•AWN. ®13) t $ ALTERNATE 3/16'ALUM. 3/4'IDNO NYLON BUSHRICS NG Cryp pQP fBVEIs O S•O.C. POP RIVETS O 5.O.C. 1 BOROM)P)DLCFPFI ATmROLLER AT REM.1 AT REAR. - - HOUSING(1YP.) I 1 •z (ROLLERS NYLON Z. tEO.m :Y d / o.Bss'm(ttP.) '9 il' I I 9 I YY •i I �•! 3/16•ALUM.POP RIVETS I ;.;4 3/16-ALUM.POP RIVETS S / _ O 10'O.C.BOTH SIDES _ O 10.O.C.BOTH SIDES 7TOTNATE: LEG A ANCHO _ .4/16•ALUM.PD.P fla z 3'SS.S.M.S.W/ ORIENTATION 8 RAS15 O 16'O.C. '- - 0.373'LONG NYLON CONE 0.163 3/4- BUSHING W/T 0.150" 1 MIN.SEPARATION 0.270x0A30•. / / .� MIN.3/4'PLYWOOD PLYWOOD LONG TOP SECRON OS00•I TO CUSS ULTRAFAB MIN.J/4• O.D.AND 0.245'IA AND S1F SCHEOUIE WEATHER 1/4-0 TAP CONS OR REQUIRED 1/2•YIN. REQUIRED 0123•LONG BOTTOM �(ON SNEET IJ) STRIPPING 1 Or ' CR $ SECOON OI.'O.D.ANTI SIDE(TYP.) ®t �o ANCHORS 6" I L / 1/4-THRU EDIT W/ 0245'40. WASHER&NUT O 10'O.C. EACH SIDE 111 1/4• RU BOLT W/ $ 1 TE CFETE-FIDE ANCHORS 8.O.C. /4'0 TAPCONS OR WASHER&NUT O 5.O.C, ' POURED CONCRETE OR CONCRE BIOCX WALL / Of R(QUIRED 2-x4-OR 2-x5•z1/B• POURED CONCRETE OR 6_070/8-606J-TB CONT. ALTERNATE 3/16-ALUM. ®t '063-T6 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BIND PLATE POP RIVETS O 5'O.C. ANGLE. REQUIRED AT REM. STANDARD COUNTER—TOP MOUNTING INSTALLATION I � ALTERNATE' COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 MAX.AS.D. DESIGN PRESSURE RATING- +66.0. -86.0 PSF _ MAX.A.S.D. DESIGN PRESSURE RATING- +66.0. -66.0 PSF ;n - / m I w 9 - - •2i / 3 3/16'ALUM.POP RIVETS O 1 NIN.SFPARA710N. 10"O.C.BOTH SIDES TO Gl/SS (SEE-SCHEDULE scHmuLF ON SHEET 13) d= ALTERNATE LEG / EQ.. ED & tl ANCHOR ® y CONXEIMION ALERNATE LEGI ORIENTATION t (SEE SHEET 13) / &ANCHGR ti i/%//,/%% / ORIENTATION W 1/410 x 3/4•TEKS SCREW W/ POURED CONCRETE OR 5/8'WASHER OR 1/4'x 3/4' •2� - CONCRETE BLOCK WALL BOLTS W/NUTS&5/B'WASHER O REQUIRED 4"O.C. - / _BUILD—OUT. FACE—MOUNTING INSTALLATION �nONC4 j SECTION 4 (SEE SHEET 13) ED. ED. 1/4'0 z 3/4'TEXS 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 REQUI�° & CONCRETE BLOCK BUILD—OUT FACE,.MOUNTING INSTALLATION SCALE : N.T.S. SpOl 0R)(Y I , BOTTOM)' FLORIDA BUILDING CODE(NIgh k Non Mph VdocHy Hurt(can.Inns) NOTE FOR COMBINA710N OF SECTIONS: >IL S I�% ®2020 OLTECO INC.• �- F TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °tAa -- -- - E.O. = EDGE DISTANCE- NO 44167 Y- MOUNTING SECTIONS CAN BE COMBINE .(SEE SPECIFICATIONS ON SHEET 13) a 7/1G 2ma IN ANY WAY TO SUIT ANY INSTALLATION. * IL E C O�N�. FOLDING SHUTTER CORP. DA E 'J / STATE OF TESTING&ENGINEERING COMPANY 1102 MARTIN LVIH[R.FL 34 IILVD 4 t SEE LJMITATIONS FOR®ON SHEET 2 O F xb,luaxA wwI-n vl0e WEST PALM B-543 FL 33404 20-190 1-1vo.rm x(]611C11-1m IRA:IBOG-813-037/ o•.. CORIDp .= re fYLOeoOcmcom DRAWING N. ,aP6 04� �• ♦ CA-0006718 --- WALTER A OLN Jr.PE. u -eul ".a1�♦♦ RORIOA Uc.a 44167 - - n - - SHEET 6 OF 1 J •wx.E.D.- -ED.. ED-- POURm CONCRETE - _COIQFLM CB REQUIRED (SEE SHEET 13) 0.060'THICK SS _ ROLLER HOUSING OPTIONAL RAIN HOOD (NON-STRUCTURAL) (2)T,Uy - 'jIDx3'ss.S.Ms.W/1/2.0 ROLLERS 0swe(7YP.) d/4'LONG NYLON BUSHINGS (Typ.TOP)AND 1•LONG(Typ. I 8 BOTTOM).D(CEPT AT ROLLER HOUSING(1YP.) #10 x 3•S.S.S.M.S.W/ 0.373•LONG NYL)N' 3/1 S. ALLN. BUSHING W/A 0.150' POP RIVETS. I LONG TOP SECTION 0300' O 1B•O.C. O.D.AND 0.245•L0.AND -- CONT.0.163x0.27DxD.030' 0,223'LONG BOTTOM ULTRAFAB WEATHER GO SECTION D.C.AND STRIPPING EA.SIDE 0.245 L L (n.P•) / Or i ®Y >i 8 NM.SEPARATION 1 Or TO GusED ®f _ N (SEE SCHULE-- '3•'^ MIN.S ARATfON �, ON SHEET 13) 3 I•I. 70 GLASS (SEE SCHEDULE / or �y ON SHEET 13) ®f I �. MIN.SEPARATION >5 1/4'0 x 1•TOC SCREW OR TO GLASS me OPTIONAL RAM GUARD. 1/4a-20'x1-S.S.MS WITH (SEE SCHEDULE_a I (NDN-STRUCRIRAL) NUT k WASHER O 4'O.G. ,7 - ON SHEET 13) --Tor ALTERNATE 3/16•ALUM. ®f POP RIVETS O 5'O.C. -�--- -- OPTWNAL IN GUARD AT RFAR I (NON_ST.ICTLRAQ m I n ALTERNATE 3/15'ALUM. \ ALTERNATE IEG AT REAR. o ni 9 LOCATION MTH '4`n• ,3 POP RNE75 O 5.O.C. C 3/16•ALUM.POP RIVE75 ANCHOR :61 COfO✓9x1�1 C7 n :F O 10'O.C.BOTH SIDES (SEE SHEET 13) i4m/ ' LUM.POP RIVETS O.G BOTH SIDES ED.... .EO... ESLAB IF DGE OF / . --EDGE OF SLA IF ///i / 'TAPPLICPPLE POURED CONCRETE - L CO APPUCABLE REQUIRED (SEE SHEET 73) POURED CONCPOURED RETE - •MIN.E.D.•--�' REQUIREDCONCRETE_ I/ REQUIRED. �• CONNECTION CB - MIN.ED. •MIN.ED. (SEE SHEET 13) •MIN.ED. TRAPPED___MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A f SECTION 79 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK_ - - SCALE: N.T.S. ``j1111111111i11//ry////' FLORIDA BUILDING CODE(HIgh t Non ISph Vdo6Hy Hurt(am"Zom) NOTE FOR COMBINATION OF'SECTION�• yR � :•���' SF••' ®ui°� O INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �` �•' E.D.=.EDGE DISTANCE u,P I, 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) - Q,44167 IN ANY WAY TO SUIT ANY INSTALLATION. 'k ? IL E CO IMa. FOLDING SHUTTER CORP. '/'°�'°�° 7�/ STATE OF TESTING k ENGINEERING COMPANY 1052 MARTIN LLmOI ID110.IIL RYD �� Y SEE LIMRATIONS FOR ON SHEET 2 •• F P `.'"�" R..m wA n y'� WET PUM°�A rL 33404 -190 DRAWING M. �1,���y• 0' WALTER A.R I. IUT dr.P. ooewn+- - RE SF ,[L• •��� FLDIDOA U.S 441 W y� - - - SHM 7 OF 13 •r CROUNMD BLOCK WALL RMQ000'um E rPAN TIRE PEA sa®ulE (srx uNDw.q (t)Avs of 1/4ti TAPcoxs X X 1 _xoxxTABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM), Ek .T 2-C.J/ux`ml i Y.. 0 0 0--- '--7--------o_ _o o ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS SPAN Tv�am solmuE -- ----------- - TUBE MAXIMUM SPAN LENGTH EA END PER END OF TUBE 60�70 NLa' o o: o ! o - - SIZE I I PRODUCT 1/4'r.3N•Ta ulex - TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM INat ! I e•oo. +/r T1P. TUBE TUBE TUBE 3•M•w 3'O' e 'a2iVs•. w •`4•° 3iY w 60" 106.0° _ 13 - - B -Te u A wo/ei Lbamumm - _ (3¢ p SEE Ts 2-x4-x1/8- 96" 85.0' 17 _ _10 144' 69.0° 13 8' 'a4•w r r 0. 80° 117.0" 17 10 3Td i1/Ya Mr. _ r + 11 (SEESCHAUPL MgAlltlE �1 O1 .Eafr) 2"x4"%1/4' 96° 110.0° 27 12 SPAN AN WK tom" 91.0 21 12 I � � _T 80° 109.0'� 17 10 TYPICAL ELEVATNIN (TUBE AT TOP) _ _SPAN TUBE MOUNTING INST T I AT10NFI£NT 2"x5"xt/8° 96' 100.0° _ 21 12 SECTION X 144' 81.0" 17 10 s - _ Ax SPAN TIE[ _ (TPJ 80' 124.0' 21 12 - WmN t/r TrP• 2"x6'xt/8' 96" 114.0' 21 _ 12 " 1 14 ' ._. 12 i4• ® sia'er Yd'w * 21 VALID ALSO FOR MID140GHT TUBE NNSTAL)ARON ONLY WHEN THE SUNATION OF THE .Ji¢if/4i I31tiTN tLe3-Ta AEU1L t it/4i IDOIN SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE M.PRODUCT SPAN • (srE SO+EDIIIA j s�AMGf I 'I SHOWN ON TABLE 1. I � - 1.yy Y �{ • Y yy� _ TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) MAXIMUM f/4'..3/4•TEx SCxEW _ _ _--_---_-_ _ O TUBE .PRODUCT ' ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS a e•o a - _- _ SIZE SPAN SPAN LENGTH EA END PER END OF TUBE _ SPAN t PEA eee]-Te Rum X• - . �-- �� ( �7 A1xiF - -60" 76.0" 13 12 _ (e)f/4•.J/4•TExs eamv �µ y � 2°x4"xt/8" 96' I 60.0' 17 15 -- ! -DV fwE AT 2'Ol.LONMDOA LY. 4'1 A SIM _ PotaEO _ (SEE�W4� ANCFp16 Ow.) 144" 48.0'_ 13 12 CROM CONNNCR➢ r R DPf/`•° TYPICAL ELEVATION fTLIBE AT BOTfOY1 80° 87.0° - 21 18 (hP.)(SFE SLxmuE) SPAN TUBE MOUNTING INSTALLATION 2°x4'xt/4' 96' 79.0" 21 18 Y (e)1(4•.3/4•T Spew ""'• 4 1/r fa spm 7m - 144" 65.0' 21 18 AT r=IDNGIElAeY11Y. 311•w Y r w 3i21t/1' GiP.) �}rN0 Eby-Typ BD 77.D" 17 75 (SEUMM E -Te AL%1.AICIE - - -- (3T a14•r 2'x5'xt/8' 96' -_7D.0' - - -21 18 A T 144"- -- 57.0° 17 15 BO" 88.0" 21 18 07 I.. 2°x6°x1/8' 96" - 81.0°_ 21_. 18 66.0' 21 - 18 Z z - 0 0 0 01. INSTALLATIONS DETAILS SPAN_TUBE INTO POURED CONCRETE /`s i 3/"°` OR GROUTED CONCRETE BLOCK WALL - ------ ----- - _ - o e'o.0 b o O O o 10 SCALE N.T.S. SPAN T)ff P[R SOIFDOIE / O O O SPNI TIRE E4A SCNE➢UE _ A.S.D.DESIGN'PRESSURE RATING *720 PSF Jit'w]iY w JSd it` 4• - - N rm3-TB I (�'�'"°0ss-� i�rA/ TTAMDA BUILMNO CODE(High t Non HIBh VWadty Hunteans Zone) Aum(SEE SCHm1AE) ......... _ �t `�Q�; �\CENS,'•• ,P4' 02020 TILTECC we TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRA"B'0 yN •. PO t � ,p,D .®T - - D..44167 .•'. FOLDING SHUTTER CORP. '"ATE IL ECOI a� MOCK WALL RDXf Y.4•w 3•.Y w 3*,W 4' /•' * T• IND h fNGINCCRINO COMPANY tee2 YARIN tUTM K=JIL BLVD (e)1/4-.3/r TM SLEW' �N�-TS TTpICAL ELEVATION (TI1BE AT MIDHEIGHTI �� �e"'W�6sr." °1 r-`'-' n ss1°° �r'�MACK FL�6° 20-190 AT 2 O.C.IFxiORIDDKLLY. m sa�A 'o'• STATE OF 5" �Pm+-Teti•ra,(m fmt TNA teao-e/3-aT7f I� s 9 . ��G �0.w^ W.P.ro 0 npaMAWamm DRAMNO No SPAN TU��O��NG INSTALLATION - P ���•�' HALTER A TRN Jr.P.E. ec.,y __Ry�q pq[ e�iq, .oc T SEE UNRATIDNS FOR®ON SHEEP 2 _ _ Pt 5 DATE••-;``F `� F1.OROA Uo./441EA SNTET e W t3 .TFPWNS/tliElE-RD( (SEE 514T DOSTIIr GAS . .. ANCHORS O fe O.C. 13) _E705IW0 STRUCTURE Mat ED. &75a'TImJ STRUCTURE (SEE SHEET 13)- EX57M ISTRUCTURE3/6Y MIWJ)ED HO �I \ 3/,e'POP RNETS OR •CENTER,ECE FOR12 /a•0 w 1 J/�• / ie'`o:cJ/s ms o ' prP.) ,_ 1 / ANCHORS 0 i°•aF /'a Pov 3 � oR v.•wsa• - ' or or 1 t or I ,F1f5 0,e o.c. WALL FACE' or t �\3 END CONDITION 90.0' 0.0 18. Jr sD.o 2 / 8 4 SH WN ;E1a POP RNETS 0B / Ia" a J/4'TD6 O _I (LEVERSOR OR�5 EXTERIOR Wa NOTE 1) (2)A310 30-O.C.O 1a AN TO 0'T°O. / YOSP FT R U m Ire HORIZONTAL SECTION 20 °o°,: ' ; a Sm te SPAN mm ) HORIZONTAL Smmm SCREW MAY BE INSTALLED INTERIOR OR SCREW I- 1 /,8 PW 1a4E15 a°moR OR EOIIaOR) (LLVERS E)m ) OR E%IER OR) WY VARY AT Lmr SAT A_T TRApm QATi1LLATplS 4 OR(�) Yn1f/e'COW..TEKS o,e•o.c. - _ ,YTY,IIV aOe3-m Auov ANGLE 4'OR(5� TAPCON/GSfE-flEX - / -t SEE uprATIONS FTat®ON s1EET 2 ANCHORS o iST O.O.TO -SHOWN ORS 0/CREIE_nEx. SHOWN FXIsn+O STRUCTURE ANGiGS O i6.0.C.m EaSTING STRUCTURE _ BUILD-OUT Egsleac STRUCTURE ,/r 2.a•.,/8'Carr. WN. SM-Ta ALLOY ANGLE END CONDITION E0• �• 3/I6'POP • OR w 3/4"J/A•TENS OR FXLSIiNC sRucTTfRE END LOCK ANGLE ,/. w J/4 BOLTS W/ END LOCK ANGLE FAITS O,2'O.G NOTE-1 HORIZONTAL SECTION HO%IOMK SECTION 2'v 2'v 1/a'8093-Ta - 1/�'a J/4'lEK ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CONT. 1N101 BEM AM ssREws AQID To ONE (2)STAN O JO'O.G O CENIEISIECE 0 8'O.G INTERIOR CENTERPIECE®OR INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE(ID. A MID()9FOR 0 Ba SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN (�p n�30 0.357'x0.357"AND IT SWILL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED O.e.O MmSP FOR uP INTO IT WITH A 0.120" o.d. HOLLOW PIN.THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WITH SCREW MAY SPAN nmLwEDD A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR OCTSMOR) /� OF THE TIP A SQUARE, 0.475"x0.475"x0.085'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 SHOWWNN (1)PIECE, 1.375'LONG, WITH A 0.366"xO.366"x0.630" 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" (IErERs TTfaaR DEEP BY 0.188'WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. ,)i� SOLID THERMOPLASTIC TIP INSTALLED AT®SHALL BE ENGAGED INTO 3/8'm HOLES DRILLED ON THE OUTER 18. (w.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. W&.WEjOR ¢ OR o5 SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HORIZONTAL SECTON FLORIDA lNLDBiO CODE(Nlph!Non Mph VdoDihr NIJRI00M Zone) i END INSTALLATION DETAILS INTO CONCRETE.. ®'°2°'�"`°"` TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORAW"Br CONCRETE BLOCK & WOOD (AS APPLICABLE).. No.44167 w•o�olNc sHUffER CORP. 7/'°n0° * IL .E,C0imc. DATE i[STINO k ENOINEEIIINO COMPANY laex YARIai LIMIER ONO JR.BLVD CL/ STATE OF �a 3�.n R.m.a.AA wmoe.n aTas wmTNa,6 PAEM DEanE,n 35AOA 20-196 .9•.. 7t°+ 1-,aw.iu,pm)uT-T9, 00-M3�637E O FLORIDP -�4 tl,eeAOROL mn ....rmmaa.hwf.,:,Im DRAWM Na P.E.SEZ44��� J�� \G wA1mR A T Jr.PE. F.r---oosis. an- _ 6Y & ,`,,\ ` F7.ONIOA 1k��41a7 m'rrti0 - - SHCkT 9 Df 13 77N.O PERSEC4.SPER SEi7ION a,SHEEP 6A' A (2)7/16•POP WVEM r.2•a 1/6' EACH LEG OF 2'ALUMINUM ANGLE ANGLE ANG EAY FACT= AWAYOPENINGTOWARDS ANC S REOUR RED TO HOST �F STRLICM@ - 19 BUI D-w MOUNT 4 PER SECTION a,SHEET B (2)3/16•POP RNEP' ECH LED OF rat- ANGLE ALTERNATE WALLLL EXTERIOR ELEVATION WM-SIMILAR eons sioEs PLAN VIEW A—A IX+t1oTx ANctFst ��` OF PRODUCT i (x) 1µ P.3/4 OPTIONAL SIDE ANGLE TE16 OR J/16'POP..'V' 1// 1 1 1/8•a 012• (FOR SECTION a•SHEET 6) RNEIS PER ANGLE TOMN.QVfNULANGLES TOP k - TUBE BOTTOM OR TO WALL(2 REQUIRED) (2I 14a•a TAPGON/ LR RE7(ANCHORS EA ANGLE TO SLAB - ® 0 ® 1/4'0 a 1 J/a' 1•,1 ENO PIECES MAY BE FLAT - TAPOONS/WEfE-FLDC PIECES �tr ENO OR L END ORS 0 1B'O.C. .•` •' _„p ]/16 ETS'POP RN OR -ANCH L10StNO STRUCTURE ''•eb• 'Y• ' 1/1 •a 7/4•TEXS 3 D 12 O.C. • ' • r. ' - 3. 1/2'Mn CORNER POENE OF ST c cm02RLTe � SLAB ISO - OYP.AT TOP AHD BORON SLABS) .9 00 Fff'm u"BE MT 2' TRAPPED END CORNER POST CONDITION W,/ FLAT END NOIEZONTAL SMTON - - - I aYYAAlapamnmpgAA FLORIDA BUILDING CODE(Nlgh R Non Mph Velocity.Hunlam,e ZenE) END INSTALLATION DETAILS INTO CONCRETE. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAB �1;74, -. ' 0.44167 7�10/2020 CONCRETE BLOCK & WOOD (AS APPLICABLE *= IL E,cO LM1:. FOLDING SHUTTER CORP. DATE I STATE OF aRNO,tENGINEERING COMPANY +5a NARTN UMER Imo Nt Taw - NA'4.asNG.HL1MA eNOou1Ae NEST PALM6EApE EL SS/Qa="F,va.r.CO,Ia 1-1, PI!1DW- _ant20-190 `COR10P. e-mal:ETLatoOoeLean —.fddlPkfflN,..mO DRAWING No ___..___. - P.E,�SFA''"y,mG(ty»�/!1GbN¢IL 1,N.• `, WALTFA A MP.E U0./1,. FLORIDAaa1 _ mvm A + - - SHEET 8a OF 1] •ae: WALL FINISH iy. OPTIONAL RAIN HOOD (NON-SIRUONRAL) zul WALL FINISH 0.060•TNIN;N sS. -/10x]•SS S.M.S.W/1/2•0 x3/4- t�,> S LONG NYLON BUSHINGS(7yp.TOP) CON EMION C2 POl1FR HfN15MC j AND LONG(SING BOTTOY),ExlCE7'f - A7 ROLLER HOUSING(TYP.) 0.060•THICK SS ROLLER HOUSING c (2)NYLON I Z�— Y' A• OPTIONAL U HOOD AL) •(NON-SiRUCNRAL) 2•x4•CONE.WOOD 1 3/1B'ALUM.POP I r HEADER REO'D.- 1 610 x 3•S.S. S.LIs.W/ 0.]7]•LONC NYLON RA415,6 18.O.C. BUSHING W/A 0.15D' 'Cam' CONEMM Cl 0.16]'x0.270• LONG TOP SECTION 0.500• ��. O.D.AND 0.245•Le.AND I' wTRAEae mm"LO . Or SECTION OJN0.BOD0AND y7ER - 1� STRIPPING EA: T � -- 1 0z45•Le. � SIDE(TYP.) 1 A POP (TYP.) 8 �_W _ - �Y+Y RNEIS,a A 1 1 B•O.C. 1 MIN.SEPARATION 2114'Cm W00D I ULL SEPARAnON a 1 (SE GLASS E SCHEDULE !'Or HEADER REOb. (SEESCHEDUIE I or y+ ON SHEET 1]) ®t ON SHEET 1� ®t � 2•x4•CONE.WOOD 1 PLATE REO'D. ? WALL FACE MOUNTING INSTALLATION o SECTION 2W I iC.. wHeaallDlf CT WALL FINISH - WALL FACE MOUNTING-..INSTALLATION ' SECTION 1W INSTALLATIONS DETAILS INTO WOOD .. _ _ FLORIDA BUILDING CODE(Nlph t Non HTph YtlooN nep HufAtw Zone) t SEE L161RAT10N5 FOR®ON SHEET 2 02020 TLTEOo RING - - - - __ P;•���ENSF''•.;.i' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN By' NOTE-FOR CO_MBINA710N OF eECTION�: - 44167 �. 7/f0/2ax0 1-FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO _ e '�„� E,C p,N�, FOLDING SHUTTER CORP. 01TI BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL IN MOUNTING SECTIONS CAN AI ATION ED IN ANY WAY TO CTI ANY INSTALLATION. (� TESTING tk ENGINEERING COMPANY lelx YMRN IDWIQ IWN dP.eLYD STATE OF a xa n ss oL wAa v ou�q n m,ee rEsr PAW eEAe14 rL]]4U 'a• a..,p>1un-,>o.ro,.cxx+7n,-,m, wH -wl 20-190 1e0o-w l ��O'•. AGO RIOP e-mol:Un.m000lean —.fXbvhmfW.oW„ DRAWING No 6 � u-GoaeTlc FLORIDA A TILE dr.Er7 P.E SE Y� FLORIDA Lk. {4187 m,x� /, - - SHEET 10 Of 13 1/CO It 3/4'7EKS SCREW OR 1/4'x 3/4' BOLTS W/NUTS k WASHER O B'O.C. 45r5'((1M.). O(ISTINO WOCO B . ..i Or EGSD G WOOD BEAM TO EAM _ CERTIFIED BY REGSTERED wALC rwsw 0060'THICK S.S. t SEE LIMITATIONS FOR ON SHEET 2 ENGINEER OR ARCHITECT PRIOR RDLLEHi HOUSING ® TO PRODUCT INSTALLATION. 2•x4• COf=TM C4 I CDNlT' _ _ .OPf10WLL RAIN HOOD WOOD f �' ED. H - (NON-STRUCTURAL) NOTE FOR COMBINATION OF SECTIONS: REWD. I1.`• '. Q 010.3- 1- MOUNTING SECTIONS CAN BE COMBINED 1�D11 NYLON SUS W/ (Typ07DP)4• IN ANY WAY TO SUIT ANY INSTALLATION. AND 1-LONG(T)TI.BOTTOM).FJ(CEPT ��� 1 AT ROLLER HOUSING(TYP.) �//----���+J W E i !{4IES1 /OPTIONAL RAT!HOOD AL) 1-FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO (NON-STRUCTURAL) i ROLLERS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL �r- - I0-855.0(TYP.) - -- --- - - --- -- I I . ��_fT1fTL �I -- 3/16'ALUY. I J of L=i��'� 8 pOp RryLTS, /10 x 3'SS.S,Y.B.W/0.37J•LONG NYLON BUSHING W A 0.150'LONG TOP SECTION -3/18'ALUM. I ALTERNATE LEG O 15'O.C. / POP RIVETS, LOCATION CONT. _ O'J00'0.0.AND 0245'IA.AND 0213'LONG (SEE NOTE 9 O,1C.Y.A270'xO.D30• BOTTOM SECTION 0320'OD.AND 0.245"Ed. I ULTRAFAB WEIGHER (Tip.) O 1B•O.C. STRIPPING EIL SIDE MN.SEPARATION I - TO CLASS or®t � (SEE SCHEDULE' ON SFO�ET 13) .YIN.SEPARATION I T or®T � YIN.SEPARATION U TO GLASSSCHEDULE w TO CLASS L (SEE SCHEDULE (SEE ON SHEET 13) _ ON SHEET 13) ! or II ALTERNATE 3/18•AWN ALTERNATE LEG or t POP RR O 5'D.C. I EE NOTE (NON-OPTION T RAIN GUARD ALTERNATE LOG AT RFi1R. _ r--r-�j f--T�-'-�-_-_ 1rr-- LOGTWN I Ii LL JJ iI - { `SEE NOTE•) (NON-STRIICTUNL) r--���f-'(SEE NOTE' I I I - I I( LL JJ l i - I i__-_---1_____r i I I ALIERIUI7E 3/16'ALUM I I I I POP RNETS O Y O.C. 27x4' I I�--- _'i____ II Cad AT RGR. CONT. I E--- _r—+ I I TF 3 �_J_`-- 'p - WOOD PLATE I I I I n 9 n ; REO'0. ." I C k 3/16'ALUM.POP RNETS 1Q. ' O IV O.C.BOTH SIDES S S I 9. _ n w 3/16'ALUM.POP RNE15- "I O To"O.C.am SIDES 'EA. EQ. EO D DECK REQUIRED 2•x4'CONT. I .'1/4'O x 3/4'TEKS SCREW (NO FINISH ALLAYED) WOOD PLATE 1/4b x J/4'TEKS SCREW I - OR 1/4'x 3/4'BOLTS W/NUTS - - REO'D. 1 I . ' w/s/B wASHER OR 1� I k s/e wASNER o e•D.C. 1/4•x 31V BOLTS W/NIlls k 1 �,: �E�IpN a C° 5/8 'WASHER O 4' 2'MIN.E.D. 2'MIN.E.D, O.C. M\-WAIL WALL FINISHFINISH FINBH BUILD—OUT FACE .MOUNTING INSTALLATION BUILD—OUT .FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTIONSECTION 4AW(BOTTM))�1??rr SECTION 7W ` SECTION 4W ,��� ,,,,,.•�P p.rrct/T ZOn�) NOTE r-ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED J -- FLORIDA BUILDING CODE(Mph R Non Hlph WIoWI)r NYMOOnW �� 021120 CO TITAN II FOLDING IMPACT PROTECTIVE SYSTEM MA"IlyI -- - - - - 7M. Nk No 44167 4167 INSTALLATIONS DETAILS INTO WOOD h. `\` I.TJEm6WryTI•.A-RnHLIxoTm w Rsxlffik-I t3m.imtoe•o.,oarOexToJad:r�.t.oINPNo�m.mEm O q+-.+ny i3 11M to►-- ux�xw m_.romMrt h TxouM.v~awm� 11 o eu[ 7�iD/2P 2 SCALE N.T.S. FOLDING r :lCORP. DA,EN EHGNEERINO COMPANY 102 YAM UUBUTZ mn 11,elm _ WEST PAWBEAL7 FL 3304 PHI1600-m-ent 20-190 DRAWING N D'0671 FLDIDAAUq SHEET?for D_ 311 - I j MIN.SEPARATION To CLASS MN,SEPARATION t (SEE SCHEDULE � TO GLASS Of®t ON SHEET 13)(ON SCHEID ON SHEET 13) - - or ®, W OPTIONAL RAIN GUARD fi I _ �� I (NON-SfRUCNRW �� i 11'ex 1'7BC SCREW OR 1/40-20'xt• P RIM/1" 0.'ALTERNATE o's•aCM S.S.MS WITH NUT& AT REAR. • 8 I WASHER 04'O.C. I n'y ei 3/1V ALUM.POP RIVETS n a O 10'O.C.BOTH SIDES EDGE OF SLAB . IF APPUCABLE EDGE OF SUB ALTERNATE lE0&I -- IF AFPUCABLE ANCHOR LOGTION CONNECTION G (SEE NOTE C4 _ 2.6'LON.WOOD Lii4 DECK REQUIRED _ - _ (NO FINISH ALLOWED)) EDGE OF — - - -- _ SUB _ - _ - 2'LAN.ED._. APPLICABLE EDGE OF _ i_ STAB IF 2'1101 ED. Ea —_ APpL'�LE I t SEE uMIrAnONS FOR®ON SHEET 2 ALT TRACK ADAPTER .MOUNTING INSTALLATION -— 1• IN.ED. ]T LON.ED. NOTE FOR COMBINATION OF SECTIONS• SECTION .7BW- (BOTTOM)- 2'xS•UK WOOD - DECK RED RED 1- MOUNTING SECTIONS CAN BE COMBINED (HD FINISH ALL06'ED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION 2•x4•CONTI.►moo ro GLASS - PUTS REO'D. (SEE SCHEDULE- - SECTION 7AW (,BOTTOM) ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL ,I}-I i S S 16•a LAG .• WALL FINISH SCREWS(W/2 1//2'MAR.. LEN.ED. 2- SEE SECTIONS SW& 14W FOR MAX.A.S.O. DESIGN - - � -" -- or ®t 'i§ I PENETRATION AT 11DWDTH PRESSURE RATING k SPANS - 'g 1'x 4':1/e• (21 OF RAFTFA/IRUSSES I 6063-76 CONT. I ALUMINUM TUBE 1/4•x4•(fi063-T6)FLAT -....--_ -EXISTING 2X WOOD _ { PLATE W/1/4'e x7'ifl( _ - -- - - TRUSSES OR RAPIER z•:s•MOT.x00D - SCREWS O 6.O.C.I AT 24'O.C.MAX. STIRS°16"O.C. - 5 +%8-.4.. sosisielF7aT oD. r soD 1I a PLATE W/1/4•e x1-TEN - SCREWS O 4'O.C.IN - "' - (2)1/4•0 TAPCON OR 1/4.0 CRETE-FLEX BETWEEN TRUSSES - -- ANCHORS OR,#14 NOS WOOD SCREWS OR 1/4.0 - __ _ EDGE(IF APPLICABLE NO TAG SCREWS AT M101WOTH OF EA.SND W/ 2 1/2'Min.THREADED PENETRATION INTO WOOD (2)ram® 1/4'MAX.PLYWOOD-EXISTING SOFFIT. STUD -- � 11/S4'0 OR 1/4 20 x 3/4' 0.RO .) /t OxS•ss.s.MS.w/+/2•e x5/4•LONG ` EQ. sS.BOLTS w/Nm @ t NYLON BUSHINGS(Typ.TOP)AND 1•LONG - - - 7/4'e x 3/4'TEX WASHER 0 6'O.C. (Typ BOTTOM),EXCEPT AT ROLLER HOUSNG SCREW o 6'O.C. f'°`' ss.SECS.W/ a. ' (TMPj MOUNT TO WOOD STUDS MOUNTING INSTALLATION Os73•LONG NYLON - NG TOP W�I.N 0!: i NE INSTALLATIONS DETAILS SECTION 14W BOTTOM LONG TOP SECOON .AND 0.16rxD.270• O.D.AND 0.245'I.d.AND v0 030' 0TIO LONG BOTTOM MIN.SEPARATION UL1RAfA0 � MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0,PSF SECTION 0.320'O.D.AND TO GLASS WEATHER � .i: a INTO WOOD _ 0.245 Ld. (SEE SCHEDULE STRIPPING EA q o+u1++LNNnuArnr, FLOWDA BUILD (High Non Mph Vi ING CODE(Ht Hurde6m Zone crfp.) ON SHEET 0) SIDE(TYP.) or®t o SCALE : N.T.S. ` r -- IODm' ��`�Q�'.••'"""••�IJ'� m2D7o TNITttO 1NC' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN DT' Md— �MAATE FOLDING SHUTTER CORP. 7/10/2020 HEADER TO TRUSS MOUNTING INSTALLATION4167 IL ECO�w�. GATEE. T7LLtT TESNOh ENGIOINNG COMPANY 1t162 HARnN 1DTHa DID A BLVD SECTION 8W (TOP). OF `� ppLm �P;� Ly-w7l DpAWNO In / n+� [Fa%r,-1em.r,ttmlen-,m, rx,te0o e43 s2rt 20-190 MAX. A.S.D. DESIGN PRESSURE RATING+60.0, —60.0 PSF - F Muff Jr.P.E. P.�i�5• •f\C� FT.ORIM Uc.0 44167 Rr oosrmd em xd:r ,max. -- ra MAXIMUM WIND PRESSURE (p a.f.l CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE" FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK - FOR SHORTER ED. (2" FOR A. 2 1/2' FOR B & 2 1/4" FOR C ANCHORS) wxD MOWN SLATS SPPAS k ,ME CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE OPFSSUR2 -�� CON. .ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR t+/-1 °A�° 0Y 7YPE SPACING CONNECTION ANCHOR CONCRETE CONCRETE BLOCK 0.+> R_1 TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" /ft A B C A _R. E A C F 60.0" 60' ft 9 :,425 LB/FT - 388 LB/M 157"LB/FT 134 LB/FT'256 LB/FT.397 LB/Fi A B ,_ C _A C 35 psf 100.0 100" ft C1 6 473 LB/FT - 478 LB/Fi 236 LB/FT' 202•LB/FT,383 LB/FT 432 LB/Fi C1 9 417 LB FT - - 134 LB FT 1.44" 144" tt- 12 387 LB FT - 334"LB FT 166 LB FT 142 LB Fi 271 LB FT 347 LB FT 6 461 LB/FT - 418 LB FT _ - 202 LB FT 60:0.. 60- -ftC2 g 456LB FT - _ _ 362 LB_FT 250 LB FT' 190 LB FT 318 LB FT 380 LB/FT 12 375 LB/FT - 334 LB/Fi - 142 LB/FT 40 psf 1144- too` /ft 6 �+525 LB/FT - 419 LB FT 312 LB FT 285 LB FT 353 LB Fi 443 IB FT C2 9 - 417 LB/FT - - 362 LB/Fi, _ - 190 LB/Fi 0. 0.0"- 115 Ib ft 9 390 LB/FT .__ - ,309_IB-FT 157 LB FT 134 LB FT 257•LB FT 329 LB/FT '_-_ - - 6 502 LB/FT - 419 LB/FT - - 285 LB/FT 80.0" 80.0" 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236 LB/FT', 202 LB/FT 298 LB/FT 405 LB/FT', 9 ,372 LB/FT - 309 LB/FT - 134 LB/FT 46 psf g7,0' 97.0' 187 Ib ft 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT 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 3 760 LB/FT - 572 LB/Fi - 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' 9' -445 LB/FT - 370 LB/FT _ 134 LB/FT 60.0' 60.0" '.125 Ib ft 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/Fi C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89..0 89..0 208 ib/ft' 9 281 LB/FT - 224 LB/FT 81 LB/FT -83 LB/FT 143-LB/FT 103 LB/FT 3 992 LB/FT - 682 LB/FT- - 364 LB/FT 50 psf --10D:0'- -100.0' -208 Ib/ft _ _ - 120.0" 120:0" '250 Ib ft C5 6 , _421 LB/FT - 334 LB/FT 122 LB/FT_ 125 LB/FT 214 LB/FT 155 LB/FT 9 226 LB/FT- - 224 LB/FT - 83 LB/FT 144" 140- 3DO Ib tt 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/Fi C5 6 339 LB/FT I - 334 LB/FT - '125 LB/FT' 60.0" 60.0' 13B Ib ft 9 273_LB/FT; 325 LB/FT_ 215 LB/FT - - 13B LB/FT 102 LB/FT 3 601 LB/FT. - 670 LB/FT 250 LB/FT 81.0' 81.0' i57 Ib Tt C6 6 410 LB/FT' 487 LB/FT 323-'LB/FT - - 207 LB/FT153,.LB/FT1 _ _221 LB/FT 251 LB/FT 215 LB FTC' _ - - 55 PSI 1oo.0` 100.0` 229 Ib ft 3 822 LB/FT 975 LB/Fi 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 23 - - 120.0" 120.0" • 275 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - _ - 114 LB/Fi 153 LB/FT 3 663 LB/FT, 756 LB/FT 646 FT - - - 137" 134' 150 Ib it C7 3 358 LB/FT 402 LB FT !244 LB FT 152 LB FT-204 LB FT 4 232 LB/F-U 236 LB/FT, 1 60.0" 60.0` 150 Ib.ft / / - - / /_- C7 3 310 LB/FT 315 LB/FT 244-1B/FT' - - e0.o• " z - - - - - - 305 LB/Fr _ 12 399 LB/Fi 46o Le/Fr aos Le/Fr - - 60 psf toD.O" Do. 15D Ell 12 491 LB/FT 596 LB/Fi',409"l9/FT - - - 265 LB/FT 168 LB/Fi_115.0" 1 CB B 736 LB/FT,1894LB/FT1.614 LB/FT - - 397 LB/FT 252 LB/FT (3 582 LB/FT 691 LB/FT 614 LB/FT' - 131" 128` 6982LB/FT 1194-LB/FT"819 1B/FT - - SW LB/FT336-LB/FT6 __ 777 LB/F7 921 LB/FT 819 LB/FT - 59.0" 59.0' - _65 psf 92.0" 92.0"100.0" 100.0" MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE DSEE GENERAL NOTE C.2 ON SHEET 1126` 123' 60.0" 60.0" 175 Ib ft - ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" 100.0" ._292 Ib ft__ SLAT HIGH VELOCITY NON HIGH VELOCITY 'i TYPE DESCRIPTION - --- - - -- 121" 118' 374 lb/ft. - SPAN HURRICANE ZONE HURRICANE ZONE A CONC. C.BLOCK-WOOD STEEL CONC. C.BLOCK WOOD 'STEEL 59.0' 59.0" 187 Ib ft _ ZONE 1.2.3. ZONE 4 1/4`0 TAPCON W/ADVANCED A 3.50" 2.50 ft N/A 4.00" 4.00" N/A N/A 75 psf �.�100.0'•-100.0` 313-Ib ft - -- - THREADFORM TECHNOLOGY i 117" 114' 387 Ib ft 5-10" 2 1/2" 1" 2 5/8" -TO psf 113' 111' 40D Ib/ft AS LESS - B 1/4' 0 x 3/4" SOLID SET -3.50" 3.50" N/A NIA 3.00 3.00" N/A N/A 90 DSf 107" 104' 424 Ib ft >5'-10'. - - -- too psi 101` 91" 447 lb tt TO 8'-3" 2 5/8"♦ 1" 2 3/4"}' C 1/4" 0 CRETE-FLEX 3.00" 3.00 D N/A 3.00" 3.00" N/A N/A 11 psf 94" 90 _ ft _ 120 psf 87` _ 82` 484.Ib/ft >8'-3" E 1/4" 0 fTW-BUILDIX N/A N/A N/A 7.00' N/A N/A N/A 2.OD' 130 psf 80" 76" 4B3 lb ft TO 12'-0 3 1/2" 1" 3 5/8" TEK SCREWS _ 140 psf 74" 70" 484 Ib ft_ F #14 NOS WOOD SCREWS OR N/A N/A D N/A N/A N/A 2.00" N/A 160 psf 65" 6 1 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. 1 4" NDS LAG SCREWS •160 psf 65' 62' - 4B3 Ib ft ANOTES, } EXCEPT THAT 3 5/8" SHALL BE USED 1gt11111�1111b FLORMA BI711.15M CODE(Hlph&Hon Hlph Val-air Hurrfam s Zone) L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, \\ � v � 02o3 0I• TITAN If FOLDING IMPACT PROTECTIVE SYSTEM °RA °ri GNEFI POSITIVE A.S.D DESIGN PRESSURE RATING. 4. 4A & 7A. Q' E xP L-:MAY ALLOWABLE PRODUCT SPAN FOR A 1 ���; �\C N SF'••. '- GIVEN NEGATIVE A.S.D.DESIGN PRESSURE i. - - 7/10/2020 '=A""° o.44167 IL E C O,No. FOLDING SHUTTER CORP. DATE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS Aav TESRNO t ENGINEMINO'COYPANV Teel t1umm LUT1mt IOTA JR.BLVD * ND.xn zx:a sa xamu oNmOq a aver NEsr PALM eTAex,tl es4D4 20-190 EQUAL TO THE MINIMUM DETERMINED PRODUCT I �:��eritl-le3o.ra.:pee7ml-LSII P!M IBOD-W-mt SPAN BETWEEN L+'AND'L-'. I ;-o'• STATE OF 4= r.G-0DU671R Ulteco0aol.com -mfolOhpeRYBen.00m DRALaNO No _A. Py- ' .•......•..\[1��� nJW Ue 1 44187 m n-Im'- • - SHEET 13 Or 13