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Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQw... Business Professional Ret i �1 riYYiM:rifri'ifiiYflp ii�iW+i7A SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks Search F Uq - r ProdudApproval -- USER:Public User RECEIVED Product Approval Menu>Product or Application Search>Anolication List>Application Detail MAY 3 1 2018 • FL# FL17080-R2 Application Type e ST. Lucie County, Permitting Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 O.PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 1 of 2 12/5/2017, 11:46 AN Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... ` Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 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 #17-082) Limits of Use a Ion Instructions Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG Approved for use outside HVHZ:Yes 17-082.PDF Impact Resistant:Yes • Walter A.Tillit Jr.,P.E.PE- Design Pressure:+160/-160 Created by Indepen en Ir arty: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 Ioad.See FL17080 7080 R2 AE FOLDING SHUTTER CORP TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17-0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes eacfc Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Convriaht 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 a-mad 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 N 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 emal address which can be made available to the public.To determine N you are a licensee under Chapter 455,F.S., please click hem.. Product Approval Accepts: � Nua Credit Card Safe 2 of 2 12/5/2017, 11:46 AN GENERAL NOTES: 1. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th 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•o CRETE-FLEX,AS MANUFACTURED BY fTW/BUILDEX, INC &ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR it 14 NOS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. DESIGN WINO LOADS SNAIL BE DETERMINED AS PER SECTIONS 1620 (FIMZ) & 1609 (NHVHZ) OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONAUIY FACTOR NOTES: Ko-O.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR /14 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.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' FOR Ct THRU C4 AND C6 THRU C8 DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C5,OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS &ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVERSTRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS k=USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION 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 OF FASTENERS IN WOOD. LAG 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 EXISTING SECTIONS 1626& 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.1.), HURRICANE TESTING LABORATORY(H.T.L) &AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 & 1604 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURE: MIN. 12 GAGE, FY-33 KSI (MIN.) MATERIAL. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS & ®SHALL BEP 10 x 3", 410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 rrw BUILDER TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH & 187.4 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING, AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA 19381. NOTES: 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.I) MINIMUM EDGE DISTANCE OF ITW BUILOEX TEK SCREW 1'. FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy-25.9 ksi. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 kei YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR 7. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDER TEK SCREWS AND SFWl COMPLY W/ FLORIDA BUILDING CODE SECTION MANUFACTURER. 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 IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 3G4 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9. EACH UNIT MUST BEM 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 (A) TO EXISTING POURED CONCRETE: LOCKS. 10.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX INC.TO MIN. f'c-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. C-3000pei. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 1/4"0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.fc-3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED W THIS DRAWING PLUS ANY NOTES, BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. A7) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4.0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.) SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT; i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A.2) 3/4' SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8) INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.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 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &A2 ABOVE. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC. 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS. (E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLEX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. NOS THIS THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4". 1110 �F^� T�4i+++ PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(E '� D.) SHALL BE AS PER SHEET 13. 111 •..•' - A41 • C NS' urr B.2) 3/4"SOLD SET ANCHORS SNAIL BE ENTIRELY EMBEDDED (7/87 INTO THE CONCRETE BLOCK UNIT. NO E :••,• FLORIDA BUILDING CODE (High & Non High Velocity H 'cone Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG i• .44167 S 02017 TiLSECO.NC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN UY' MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WALLS WITH NO STUCCO. *Z y,L B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, * 07/20/17 ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE IL E C O tNc. FOLDING SHUTTER CORP. MTE SHALL BE AS INDICATED ON NOTES 8.1 & B.2 ABOVE. Q -�A•• •a� L TIWT TCSTIMO&ENGINEERING COMPANY ST P M BEACH, PLACE doe.-- .1. wEsr :1 -0 R 33413 1 7-082 (x010,-.Geo (EOE}al-lul PH:te00-BN-0.1x1 -Ie Mt�coeaol.com �w.felGnyGuMcn.00m eRAmNC NO E ANAL E R X nL 719 _ ' WALTER A TIIIIT Jr.P.E. E,xulr II P.E.SACfSIGIUTURE/MTE FLOROA Dc.f 44167 m u--. mg1/n r MEET 1 OF 13 aow• zwr• aseo- 3Af0' 44) ©63�T6 L OY ® SLAT WINDOW ©L—END USED FOR ALL INST DNS, 6063-T6 ALLOY 6063-T5 ALLOY AWAY E PERFORAT AS P£R (To BE USED DAILY FOR INSTALLATIONS INTERIOR CENTERPIECE 606J-T6 ALLOY DETAIL ON 30 FEET OR NIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 6063-T6 ALLOY SEE COMPONENTS 20, 21 d 22 ON ftp SHEET J.) 3!Y• AVr• —A71!•—� Z,m �L " rAw• .50" pp p4 Or— raw- —or Y r LlIL• .� � E E•I . � ,.,,,• q!• - � .001• � V :.au•—� --Lne"— ® WALL HEADER ©��2/�LTM�AXT BM'O' ® CEILING HEADER ® BOTTOM SILL TRACK ® BOTTOM TRACK ADAP (+ if{! TER 6063-T5 ALLOY �/ «/ CK 6063-T5 ALLOY 606J-T6 ALLOY 6063-T6 ALLOY 6063-776 ALLOY wr . tol---� — t2 COMPONENT a b t1 t2 t� a>ze• 2" 5" MAX. 0.125' 0.125" 8 � c6r ® 2" 4"MAX. 0.25" 0.25"- Er � .069• - L� p 1 4- 11 ALT. BOTTOM TRACK ADAPTER (g BOTTOM RAIN GUARD 16 1�7 ALUMINUM ANGLES RAIN HOOD 6063-T5 ALLOY 606J-T6 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY „O.0WP0N N TS ,.. FLORIDA BUILDING CODE (High & Non High Velocity Murricone Zone) I � �'-- �, ••,� ®2017 TE.TECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° �� ur. 0 3f8"0-16 ACETAL : y I L E C O,wp. FOLDING SHUTTER CORP. 07 WE LOCKING TUBES �'!°°— WE Y ® : •'•• 71WT TESTING t ENGINEERING COMPANY 70m M BEI Ef PLACE I AT CENTERPIECE �9 CORNER POST 9 YYY���"' �s•�`� .�6",�. ;,;x13 + -oaz FOR CI)&Z6063-T6 ALLOY •.O��A'••�ORIO?`.�•�� tt • .^ I:nneeoi0a.eom ...lolsll9•eoN.l,<eom purx6 Ne ,T EB-0006719 ff NALTEN A TILLfT 1,O.E r�BNVSY�;EAIE FLORIa L-/44167 M SHEET 2 Of 13 vwla ntAlPulra (3)ROWS OF ,rwN¢L6AwNA•B TO auTTV 1/4'R HOLES 79 FW�Ty FA.SPACED 3/B'APART O°O Av BO IN z-CUP EACH SIDE TABLE 1: SOURCES FOR & 1 ° DIRECTIONS. OF WINDOW(SEE TABLE 1) OPTIONS VVV Bl 51 SUT•S fWa1 AL6 ( TI'PICk.PROPERTIES STANdIP500CMAA7VAIJY£ SUPS REFERENCE 7FRML/SCIENCE PL 49V KNUCKLE O i XNUCKLE Z'4 LLCMAKRLYDR 310 /EVAN 103 RESIN f nPJ O'"O � �P) ZO " 888 ` SPECIFIC GRAY ASTM D792 0.043 l0/i4 0-043 le/la88Q FCHAL M MtF¢TIATnV TENSILE YIELD STRENGTH ASTM 0638 9,400 P.a.i. 9.500 P�a,- ¢IiAT FLEXURAL STRENGTH AT YIELD AS 0790 12.500 P.a.i. 13.400EAD p.a.. FLEXURAL"00111.1/5 ASTM 0790 340,000 p.a.i. 3x5,000 p.a.i 2 B lW,F ao SNAP C CUP TOP/B07TOY IMPACT �^ T.000� •'� f 265 MAX n� Of DON, NOTCHED IZOD ASTM 0256 18 FT-16/in 17 FT-16An `C' a 2C (SEE TABLE 2) �F 9URNWG CHA 1^T!_RLSTCS, H3 W _ /• SMOKE DENSITY ASTM 02843 47.2•.E 64.5 7 MAIL IIS 3 / RATE OF BURNING AST"0635 C-1 CLASS C-1 CLASS 1y 1A SELF IGWTION ASTM D1929 1040'F 980 T vsi SLAT"@DOW0.060"THICK WEATHERING: ASTM GISS Ln SU7 R1A�IaY V W U v ��POLYU'RBONAFE VIEWING TEN UE STRENGTH AFTER WEATHERING ASTM D630 9302 p.a.i. BB40 P.I. 2 WINDOW(SEE TABLE ,) TENSILE STRESS BEFORE WEATHERING ASTM D638 8461 p.a.i. 8880 p.4i. m T MAX.• W -MAX. (2)W7NDOW5 AWAY BE IN ONE SLAT SPACED IN ry A MINIMUM OF 24 APART, WITH 12"MIN. FROM ENDS OF SLAT TOP&BOTTOM. - sur MUS N R E INSTALLED A0.NCENT TABLE 2: SOURCES FOR RAT RORI181 TO 'NT d, NOR AT CORNERS OF PRODUCT. 0 9TH MASTER 7001.COMPANY ° TYP.GIL PROPERTIES OTR0RD AYLON_ °O°°o �m�— ® SLAT WINDOW DETAIL RAE �IT20s1mm 4 O 8 O (£LEI'ATKW) P °°° Z� sPEc lc cRAv r ASTM Dn2 0.042 I9/+ SLAYS / °O SLAT'S KNUCKLE—� O KNUCKLE Y7EMMVO uFrluNlr�� (�) Q (TYPJ $gga 9 TENSILE YIELD STRENGTH ASTM 0638 11,500 p..1 O v p (3)ROWS OF 3 m C a naen_ haw' FLEX RiAL STRENGTH AT YIELD ASTM D790 15.000 Rs:. O O 1/<'r HOLES $ nT. p.l. 4 ¢aw' FLEXURAL MOCULUS ASTM 0790 450,000 O EA SPACED g vwN MLARNi2 J/8'APART � r� ¢� NOTCHED IZOU ASTM 0256 0.6 FT-Ib/4 TO MAT 90TOA1 ANBOT1DIRECTIONS. TOY;BPTIOM THFRUM PROPERIIFS �� OJI9' a P150• COIEFFICIENT OF THERMAL E%PMISION ASTM 0695 5.5 a 10 inl F SNAP-IN END CLIP a�Ih P—A E ASTM D3418 500?F NOTES - TOO BE USED AS AN OP77CN FOR ALL INSTALLATIONS ®SLAT WINDOW ELEVATION UNDER LARGE MISSILE MAY INCLUDE PERFVIU77ONS AS PER THIS DETAIL. TYPICAL 1A SLAT WINDOW DETAILS -MAX (2) WINDOWS MAY BE IN ONE SLAT SPACED MIN. 24'APART(II EVERY 10 SLATS). W 0 VIEWING WINDOW & 1 CLIPS TM/CAL ALTE PERFORATED [SMALL MISSILE l L°IIAAA "-- (1)SLAT WINDOW ELEVATION ''p��"<<ij (LARGE MISSILE IMPACTS �`C ENS '•y'� FLORIDA BUILDING CODE (High & Non High Velocity H4rticone Zone) NO-44167 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °R SY: ILL IL E C 0m., FOLDING SHUTTER CORP. 072°/" [/�� ; DUE (.V 11, TIWT TESTING! ENGINEERING COMPANY 7089 HD6MEFf PACE 0�•• U1�►V.••. V —Nom.—x.v..w+ROM.wmvu.n.aT,w REST PALM 6U.CH.FIL 311 17-082 L\•••..... \ •Ll carola>,-,an PPf7at,-ITa, PH:1600-a4]-e371 -V. IONAI E °.•• ' —mw'tilt-00aw.— DRAWING N. EH-0006719 _ WALTER AL .E. TIIJT 3r.P P.E-SF}E/61pAT11RE/DATE FLORIW lic./44167 o>yn> An SHEET 3 OF 13 I94;4w v� `,J� 0� ®+ '13 i /� - or(W/ 13 .16 17 OR 19 4 )OR� w w <Z USE (2) 1 AT 30" ,-115;♦ p � ♦ NOTES ON .1S.& LOCKING TUBES f81 AT�&LS). N p O.C. FOR PANS -_ yQ .w UP .0 99' 0 1. TWO (2) Z5 SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED < 1 AT 30' O.C. FOR SPANS UP TO 99". USE THREE (3) "5 FOR LARGER f w I USE (3) Ili AT 30" O.C. SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT S MAY BE p FOR SPAN LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED 6ENTERPIECES THAN 99' UP TO 144" 14�,ORI . LOCATION OF t✓S SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES,(E§_SHALL ALWAYS BE USED TOP & BOTTOM AT pN PRODUCTS CENTERPIECES(4 OR f5)AT ALL INSTALLATIONS- LOCKING TUBES >< ��SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. * ORULL 1 8• �2 Ji—' 1 , SEE LIMITATIONS FOR ®ON SHEET 2 I i' 'SEE END CONNECTION DETAILSI _ OONCR E. CONCRETE BLOCKHOR FOR ' �' + . 70+ (�6 ,0+ 1.31 . WOOD INSTALLATIONS. �:) 09 + 10 . (9+ 10 + 13 . o+ '1 ---UNLIMITED WIDTH TYPICAL ELEVATION N S 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. I SEE SECTIONS 7, 7A & 7B ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. V ��C E(�s' �� FLORIDA BUILDING CODE (High & Non High Velocity Hurncane Zone) SEE SECTIONS 7AW, 79W, 8W & 14W ON SHEET 12. , 020+7 nLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° Na. 4416] 7f FOLDING SHUTTER CORP. U7/20/129 . IL ECO �N�. Q '•, TILT..TESTING 6:ENGINEERING COMPANY 7069 MEMSIRER PUCE .�,�: wEsr PALu eEACR.it]].0 1 7-082 _ am�.au.s�]oK AaI«lawy)1 P^N:1600-6.3-61)I s SON ENtO\ �. _ I:1,11 OOaei[an -,v1 .foal y.�u.n can DRAWING No EB-0006718 111- WALTER A TIWT Jr.P.E. ;.-r,- FLORIDA Oc./44167 SNECI I Of i] n i POURED CONCRETE OR BLOCK REOUI CP1IO—RAN POURED CONCRETE EXISTING NON STRUCTURAL WALL (NON-STRUCtU A)D REOUIFM �/ ^TRIM(DECORATIVE HEAD) 0.000'TNIL7(S.S. f-�+J�71ONAL RAIN HOOD 'V (SEE SHEET f3) \ ����. (NON-$TRUCTUR/�) (I 1.000• 2-W MIK o g � WN. - E.O. (2)ROLNTLOH - OOIaECIION e:��I / r __ IRAN HO OD (SEE SHEET 13) % (NON-STRUCTURAL) g I _J Z /,o.3 ss Sys.w/ o l II I 0.373•LONG Nn 3 ,11•Auu.Pop RIVETS. T _ 3/10'ALUM. %/ / _ BUSNRIG E I 0.130• C.T. POP RIVETS. _ O IB•O.C. I 2 M'MAL)TOP SECT,OM 0.300• 3 'i. ) o.,al=0.270 • ,C o.c 0.0.AND ONI5•LW.AND ,a.o3o' - I 1/tern.TRaDo( 0.223•LONG BOTT011 ULTRAFAS TAPCON W/ADVANCED SECTION 0.320.O.D.AND WEATHER POURED CONCRETE I MIN. SEPARATION I THREADFpW TECHNOLOGY -47 0.243•Ld SOTRTPPING to TO Guts on ,/a .ELCO ( ,) Ir SDE(TP.) OR CONCRETE BLOCK (SEE SCHEDULE T Or CONS R1CT1p1 PR0 Q= I 1/4•.A 1•TEN T or S WALL REQUIRED. SCREW OR 1/AW-20•.I' ALUM d ON SHEET 13) CRETE-FlEI W/1 3/A• I S.S.MB WITH NUT d POP6RMTS, �_- /:\._.__ /1 ®t YIN.EMBEDYENi 0.O.C. I WASHER 1 O.C. O IB•O.C. r Or POURED CONCRETE I N MIN.SEPARATION OWLL R CONCRETE REQUIRED.LOCK L— To Guns 1(SEE SCHEDULE of 1 or ) ON SHEET 13) T I YIN To SEPARATION ARAoN b POHFOULE URED CONCRETE (SEE SCLASS WALLC REQUIRECRETED % ON SHEET 13) % I Tor ( SHEETSEE 3) I 1/t P. 1•TEK �t �1 I SCREW OR /H-20•.1• / SS.MS WITH NUT d WASHER O 1. ( 1/4•.11W BU EX !110,3' I ALONG�NYLON SBUS14WS,-J r-fW kD�W/TECHNOLaY I . (SEE SHEET OT � (Typ.Bo7TTOP AND 3/t WALL FACE MOUNTING INSTALLATION Cd6TRUCOUDOT1/4- `PRODUCTS I n (SEE SHEET 13) , LTyp. yp.TOP),ND 3/ AT + SECTION 2 CRETE-EDM WO13D. MIN.EAE-FUER I o B•D.D. I (r'a• D.C."'i11.) WALL FACE MOUNTING INSTALLATION OFSOANCHOR SECTION 1 1/2 SPACING �DNOR — - — SPACING G GROUTED BLOCK REQUIRED 1.000 241,00"YW. (MIN.f' Z 4fi GROUT)OR POURED CONCRETE YIN' E.D� WALLEXISINGR NON STRUCTURAL WALL TRIM(DECORATIVE SILL) S 0 O O 6- ANaOR—i SPACING STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL ,,,,,,,,,,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE A,,11y�P�� ...... E S.D. DESIGN PRESSURE IONRATING 3 +65.0. —90.0 & CONCRETE B LOCK '. T ING CODE (High & Non High Velocity Hurricane Zane) SCALE: N.T.S. Q, 02017 TILTECO INC. DRAIN BY: *; 4167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �.� NOTE FOR COMBINATION OF SECTIONS; f0 E.D. = EDGE DISTANCE 07/20/17 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ��Q' IL EC O�Nc. FOLDING $NUTTER CORP. arc IN ANY WAY TO SUIT ANY INSTALLATION. •' • TIWT TESTING d ENGINEERING COMPANY P NdE�ETRE 1J 17-082 •�s••••... �• ....sem.�I. w.wa YAm..cYoo.,n uIwWEST (>DV'A1•-i SiP -(wfY1•-•y PH 1100-NS-0.771 SONALE °. -m«I:Nd4c>�oa.W .,Stl gdWmsPPm DRAWING R. EB-00011719 t SEE UMRATONS FOR ON SHEET 2 �!�''' WALTER A LIT.Ir.P.E. •� P.E.$FlL,an.nnTl1RE/GATE FLORIDA -.E",67 0/0/17 WN SHEET 6 OF 13 1/4•r•3/4'TEKS SCREW OR 1/4••3/4' T...—_. BOLTS W/NUTS Y WASHER O 6"D.C. 0060•THICK S.S. MIN.SEPAPATION POURED CONCRETE OR ROLLER HOUSING I MINT SEPARATION TO CLASS CONCRETE BLOCK WALL �^ REOURED / �--.1(OPTIONAL RCT ML) I^(SEE SCHEDULE (SEE SCHEHEFT ULE 13) / CONNEC IOM 04 ED. 0. / (NON-STRUCTURAL) ' ON SHEET,3) 1 or on SHEET,J) or (SEE SHEET 13)� E t •R➢➢➢fff T /IOxJ•S.S.S.M.S.W/1/2'0 ALTERNATE 3/16'ALUM.—� ® pop X53.1'.ALUM. 3/4•LONG NYLON BUSHINGS POP RIVETS O 5'O.C. (Typ.TOP)AND 1'LONG(Typ. AT REM AT RfABi. I BOTTOM). EXCEPT AT ROLLER \ MOUSING(Typ.) ,J �y (2)NYLON 1, ROLLERS Jv01 • W 0.655Y(TYP.) 9 ( E0.E0. i ^= jir ' - (7,f 7/T 6'ALUM.POP RIVETS 1 O'10'0 CM BOOR SIDES '(f •1o•O.C.BOTH SIDES LEC kµCL01� 11 ]/16"ALUM.POP ORIENTATION ,,,.777 `L8. RIVETS O 16'O.C. E0., D. /t0 x J•S.S.S.M.S.W/ 0.371 LONG NYLON 1 CONT.0.1631 MIN.3/4'PLYWOOD BUSHING WC A°.150' j �� 1/2'MIN. LONG TOP SECfgN 0.500' MW.SFPARATgK ULTRAFAB 30' U3 PLYWOOD RCOURED O.D.AND 0.245'i.4.AND' TO CLASS WEATHER 1/4••TAPCDNS OR REDf� 1/4'TMRU BOIi w/ 0.223•LONG BOTfpA —(SEE SCHEDULE STRIPPING EA / Or \ 6 / SECTIO 0320.O.D.AND ON SHEET 13) SIDE(TYP.) ®t & aNCNORT,I OC \ P{{ / WASHER h NUT O 10'O.C. ` EACH SIDE. ^ /wAs11ER h NurTo s'as 1/a•r TAPConS OR I POURED CONCRETE OR / CRETE-FLEX ANCHORS 6'O.L. CONCRETE BLOCK WALL—� \�-S'x3'x1/B'6053-T6 COM. T 1 REQUIRED —2'x4'OR 2'xS•x1/6' POURED CONCRETE OR_i ALTERNATE 3/16'ALUM. ®t ./� 60µ0T6 COM.ALUM. CONCRETE SOK D /' �M.ANGLE OR BENT PLATE. POP RIVETS O 5^O.C. \ AT"EA" STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING I SECTION 5 INSTALLATION SECTION 6 !MAX. A.S.D. DESIGN PRESSURE RATING= +66.07-66.0 PSF MAX.AS.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF GLASS _T 0'ALUM.POP RNETS 0DT11 MIN.SEPARATION O.C.O91oEi (SEE SCHEDULE _= ON SHEET 13) a —ALTERNATE LEG 11 71/410 / ORIEENTATIIOON(SEEOR cmvSHHEET �J; 1ALTERNATE LEG (SEE SHEET 1J) - µCHSIm ORIEMA1gN x 3/4^TEKS SCREW W/ POURED CONCRETE OR �/ S/B'IIYL4IER OR 1/4'x 3/4' - CONCRETE BLOCKREWIRED BOLTS W/NUTS h 5/8'WASHER O t — 4.O.C. 1'B) BUILD-OUT FACE MOUNTING INSTALLATION CONNECTION C SECTION 4 (SEE SHEET,Jg / ! 1/4'4+3/4'TEKS SCREW POURED CONCRETE OR / EO.J E0. OR 1/I'x 3/4'BOLTS W/NUTS CONCRETE BLOCK WALL—� h 5/8"WASHER O 6.O.C. INSTALLATIONS DETAILS INTO CONCRETE REWIRED / & CONCRETE BLOCK , NG INSTALLATION 4A (BOTIW SCALE N.T.S. 1`, v FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: ,R *' O•44167 `; ®2°"mTEro INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM oRAYTL BY: E.D. - EDGE DISTANCE 11,T- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SHUTTER CORP. o]qo/,] IN ANY WAY TO SUR ANY INSTALLATION. •� LL E C O INC. O,TE O , ✓: LL`. T,W7 TESTING t CNGIN[EIUNG COMPANT ]T P M BEACH, PLACE =,�jA•••••. v•' W6T PAW BEACI,R}3413 { V .Ta Nom.�•u.s..x..za war«wmoa.n arses 17-082 (a04)1T,-,Uro. :(se741,_,y, PH:1600-64}63]1 1 SEE LIMRATIONS FOR®ON SHEET 2 S "' 6A , .-mal:em.coioa.coa� ....Tae:,y.n.,MRow•, ORAYINO No _ I• ®-0006718 O �I�n WILIER w PWT 4'4 P.E. FLORIDA Ue.0 N1fi7 SHEET 1 OF IJ •MIN.E.D.— POURED CONCRETE C EET CS REQUIRED � (SCEEE SHEET 13) 0.060'THICK SS-1 ROLLER HOUSING OPTIONAL RAIN MOOD i (NOLid N-STRUCTURAL) 0! ON + /10x3'S.S.B.M.S.W/1/2'0 NOLIERS)0=-p(TYP) .3/4-LONG NYLON BUSHINGS (Typ.TOP)AND 1'LONG(Typ. I 8 BOTTOM),EXCEPT AT ROLLER S /10 x 7' S S.MS. HOUSING(TYP.) W/ 0.373'LONG NYLON I 3/16'ALUM. BUSHING W/A 0.150' \ POP RNETS. I LONG TOP SECTION 0.300' •15'O.C. MID O.D. 02MI 45'EA. D 0.2CONT 0.16310.270+0.030' 23'LONG BOTTOY ULTRAFAS WEATHER SECTION 0.320'O.D.AND STRIPPING EA SIDE(TYP.) 0.213'I.B. Or I ( ) I WN.SEPARATION T 1 / N TO GLASS ®1T if W (SEE SCHEDULE ON SHEEP 1}) TO CLASS _ (SEE SCHEDULE / O/ ON SHEET 13) ®t iv I �. YIN. SEPARATION 1/4'•. 1'TES SCREW OR TO GLASS BI I 1/IA-20'.1'SS NS W'RH (SEE SCHEDULE (NON—STRUCTURAL) NUT&WASHER O 1'O.C. ON SHEET 1}) i t ALTERNATE 3/16'ALWL 1 I POP RIVETS O 5' OPTIONAL RAW GUARD AT REM. yal� I I (NON-STRUCTURAL) ALTERNATE3/16'ALUM. 1.9 ALTERNATE LEO I ei POP RWM O 5'0. JL LOCATION WITH AT RGJt. � 3/16'MUM. POP RIYETS ANCHOR ��' nI �(� •f0'O.C.BOTH SIDES (SEE SHEET 13) �.�� n y -3/16'ALUM.POP f01E'IS O 10'O.C.EIODI SIDES EDGE OF 1 / E0. SLAB IF E�IF POURED CONCRETE_J p APPLICABLE REWIRED (SEE SNETTT 13) —EO. POIRFL CONCRETE POURED CONCRETE / / —•MIN.E -� REQUIRED CONNECTION C6 L^-•MIN.EMT MIN.E.D.--- (SEE SHEET 13) MIN. E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 713 _INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE SCALE: N.T.S. FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) NOTE FOR CCIYHINATION OF SECTIONS: Y` m 2017 TL1EC0 INC. DRAWN LO': * E.D. - EDGE DISTANCE i No,44167 G7 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM W 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) •k D7/2o/n IN ANY WAY TO SUR ANY INSTALLATION. ,o ST FOLDING SHUTTER CORP. IL ECO EMC. DATE 111 TILLIT TESTING t ENGINEERING COMPANY 70WW NFLSIPFET PlA('Y rA'/y TY w]x aw.sL.v..]m.NIIGIIM.GMo04 R DIM WEST PALM BFAGI.FL 33413 17-082 .•` • ' (YOmf1-taap. (.mint-f YI PH:1e0G-M3-.371 1 SEE LIMITATIONS FOR®ON SHEET 2 ••S O...••�` (� ,E ,_ 3I:t—10°asom ....rols�wn..,. DRAW"to S/n R1 A� 4 EI' °EB-DO06719 �N WALTER ATILLIT Jr.P.E. Nn ,.�j.§�M/�IOE--/DATE FLORID.Uc.E 14167 SWEET 7 OF 13 GN GM m ca0 C E� ao00•Nub wCz rau RE7unEo/ (]� ) �vAx T111[PEI,]CxmuE (2)RDAs a 1/4.4 TAI'COIIX X / X / ANcl)1 (TP.)(6EE M� *///", TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) lK AT 2*G.C•'ux/+401TUD'� 6NILT'G"�" o-O o -------o o O ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS ]PµTUN P"xl�uLE ------- - TUBE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE BOP]-"A T O o o PRODUCT m�3 ��mr /�•� •ra sully 4 o O SIZE Spps,1 TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM •s oc. ! ,/T m. I G •� / Id. �'•'ri(ssa¢•A/aIasIuIsLl•m.AYxwWq«E L TUBE TUBE TUB E Tw106.0" 13 8 _To m. ANGLE A 2"x4"z1/8" 96" 85.0" 17 10 Tw .)J 144" 69.0" 13 8 L�•1v«r.r a a A 80' 117.0" 17 10 Poa]-"awl.w�aE (]¢SGlmut� Ot Qt I {1/2• I 2"x4"x7/4" 96' 710.0' 21 12 EO.�) I TLBE 144" 91.0" 21 12 UE2ICTN TYPICAL ELEVATION [TUBE AT TOP) 80' 109.0" 17 10 SPIN TUBE YOLNTING INSTALLATION L�R1� 2"x5"x I/8" 96" 100.0" 21 12 144" 81.0" 17 10 .iPAN IIIE tENTm� ro/2-MINIfTPJ 80' 124.0" 21 12 2"x6-x1/8• 96" 114.0' 21 12 144" 93.0" 21 12 [-]'N'a 3'N•a �YaSi,/{1 IpOM Fl Y.4'a 3-.ra * VAl1D ALSO FOR WDNOGHi TUBE INSTALLATION ONLY WHEN THE SUNATION OF THE 6aa-T6 AMIY.Ames &Q t � .,, ,/{•.U]M.TII SHUTTERS HEIGHT ABOVE BELOW DOES NOT EXCEED THE uAx. PRODUCT SPAN (� esu , SHOWN ON TABLE 1. Y Y & TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) MAXIMUM /.•..3/.•TE.salF6 o O o p p TUBE PRODUCT ALLOWABLE TUBE REO' ANGLE NUMBER Of ANCHORS •4•G.C. ------ SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE ------- \ �SG6DIIIF - -- ------V_'/. / i• /• /; . , POt3_T6 Aur AxGIE 60" 76.0" 13 12 (a),/.•.3/4•TOR W- \ fs¢SCNETxxEI {•Im,q `]Pal TUBE Mx SCHEDULE 2"x4"x1/8' 96" 60.0" 17 15 1.000'MAX. AT]•OZ IANCnWNMLY. l_BETITED-ANGORS(TIP.) PouRED CONCIpEJ �(sEC SpIDLLE) 144" 48.0" 13 12 OR m0NTF0 mNGll[ (2)60OF 1/4•*TAPCOM C NAIL 1mxx6EO LEOANOx1MGM(_.)(SBE solmult) TYPICAL ELEYA]a (TUBE AT BOTTOY) 80" 87.0" 21 18 SPAN TUBE MOUNTING INSTALLATION 2"x4"0/4" 96" 79.0" 21 18 144" 65.0" 21 18 141,/l'.3/4•ras 5(811 .a 3'O'a Y.2•11/a• 4 1/Y E0. �µ AT Y O.C.uxNXIUD HLT. r, (M.) EMNG 80" 77.0" 17 15 IEl1GTN 606.1-"AW1L ANGE (SQ SCNEDw� 11/2'TVP. (])xaxs OP'/4•P TA`cGNI5` N UI T a AS a i I 2'xS"x 1/8" 96 70..0' 21 18 (m.)(Q s.*DD 0"VI O 7 144 57 7 15 80' 880" 21 18 2"z6"x7/8" 96" 81.0' 21 18 Z Z 144' 66.0" 21 18 •O o o o o.1=2= INSTALLATIONS DETAILS Wf SPAN TUBE INTO POURED CONCRETE "' ` -------------- OR GROUTED CONCRETE BLOCK WALL EoaO'MA%. •6'O.C. O O O O O O (sa SGOuIE) ------- \ 5p T SON+111K PG SCMEOULE ' -------O O o %IIS///I' SCALE: N.T.S. 6061-Ts Aum. O O O PFR scxco;AE ll I « 3 C ij, A. / - WAX A.S.O. DESIGN PRESSURE RATING- t72.0 PSF ru•.,/r a 1 ' ,EATON 60R-n '�� ,f tYiOw FLORIDA BUILDING CODE (Nigh k Non Nigh Velocity Hurricane Zone) a9E1 ( sa ANGLE l Q2 ®2017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRaN BY: 1 *: NO. I °0"G ' of d IL E C O Lac. FOLDING SHUTTER CORP. U7 DATE tT YOex HALL PEWNED 1 L-]•as'a THY a 312'17/.' a0 - O ' rI •Q TWT TESTING-ENWNE-IN9 COWANT 7089 hDdW IEr MICE tB),/.•.3H'"M spae�� IFxPTII 6oP]-Ta Aur AMGIE �` L ELEVATION 1T YIGNEIGNTI •=,�� P: (�� �B x.]Pu N.sr.lBa rw«o.mDn.n.viae BEST PALM eEinl.Pt 3s.0 1 7-082 At 7'O.G uxxxlvONv.Y. (5¢SO,EDIAE) RI �/ ;' .IAP n_1An h:(vnnl_Iv, M:,p0-443-6371 -��SFai I. - V(1 - N:Bk.coOaW.com m.bWnPlfuNNacom DMMIMG Mo SPAN TUBE MOUNTING INST L I ATION t SEE LIMITATIONS FOR ON SHEET 2 • V, 1 WKTE®AOMuf'Jr.P.E. •P.E.$ TVRE/DATE F11xU0A Lie.L 14167 a/q/n SMELT BOF 13 x,i E.O. TAPCONS/CFIET_"E" (SEE SHEET i �E)QSiWO GLASS AIL71016•IB'D.C. 13) // EXIS191C STRUCTWIE IYA ED.UCTr 5.758-CTrP.) E11 11N6 (SEE SHEET 13)� ENSTWG STRYRESig SIAtIC1U� 3/8'0 THREADED 3/1W POI RRE15 OR •CENTERPIECE GOR TAPro1M/CRETE-IIEx / .� ,/4• 3/P/BLS• ANCHORS•1r D.C. 1r a¢ 15 / /16•POP RHETS / or or t or ®• _ OR,/4•x3/4' TExs o lE o.c WALL Qr t 9^ END CONDITION 1 9D.o 90.(r 2 90.0' 90.0' 1l6'voP RnRTS at SH WN v4 .3/.-IE"e / W o.c. / (LEvm INTERIOR OR 5 ` r OR COMOR) (2)O3•30•O.C.e ERIOR 1 .30•To YIDVAN GOR u TO Sv / � WOSPAn OR UP TO 99' SPAN.p) 5.30• / \ SPAN Q(3) a 3r O.C.•W OR UP p HORIZONTAL SECTION 20 °ro'"° ANGN„ la SLRTO EWIW BENSAIFD� to \ HONIZOMA.SECTION SCREW Wr BE INSTAt1Ep"molt NIERICR OR ElRER10R) (VERS_ERICR I,3o/R16,POP R6e75 IMERIOR OR EXTEMOR (LEKRS�EXiERbR) OR EXTERIOR) 'iB¢/i,s'`D.C. I *w�Y VAIEY AT usr suT AT TwwP£o wsTAUAT+a(s --(q 1 QR 6 w'i66AliD �wpc� \ - ¢ OR TMCOH/CHEIE-1- SHO \ SHOWN A 01RS O is'O.C.TO TAPCON/CRETE-REx-3 i SEL L1edTgHS ELR©ON SHEET Z DnnNG STRucTuREsrwc tg°NUC uREBUILD-OUT ExISRNO SIRIIDIUE- 21T.15 A CONE. 6o63-i8 AJDfEND CONDITIONOP RAETs EOEO/4 .3/1•TOM OR ExlSiwc STRUCTURE-- 1/4•.3/4'BOLTS W/ END LOCK ANGLE NUTS o 12•D.C. END LOCK ANGLE NOTE 1 HORIZONTAL SEcno. HORZONTAL SECTION 2'.2'.1/8.6083-T6 I/4.]/i 1. COM.ALUIJNUM BENT ANGLE—, SCT ATTACHED TO ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CENTERPIECE o s-O.C. INTERIOR CENTERPIECE®OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE Q.1.� A (2) a 3D o.C.. WOSPAI GOR U 10 99• \ I SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, SPAN 41(J)pS)e 30- 0.357"x0.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE 8 AND SECURED O.C.a MIDSP EOR UP TO 144'SPAN(THUMB \ INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100. OF THE TIP SHALL BE 0.363' DIAMETER WITH SCREW MAT BE NnALLED r A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM NTERIOR OR E1nFAOR> 40 OF THE TIP A SQUARE, 0.475"xO.475'xO.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE OR o5 ALUMINUM LOCKING TUBE 8:, A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE ( SHOWN (1)PIECE, 1.375" LONG, WITH A 0.366'x0.366"x0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE (f$I. THE TOP OF THE PIECE MUST INCLUDE A 0.684" {i� (�� ,oa DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. •SDN• SOLID THERMOPLASTIC TTP INSTALLED AT 108 SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (tvERs urtEMa --®OR o5 OR ExTEROR) SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HORIZONTAL SECTION •I Q` � FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) `�• 02017 TETECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DPA r: END INSTALLATION DETAILS INTO CONCRETE. 441 _CONCRETE BLOCK &CONCRETE BLOCK & WOOD (AS APPLICABLE)APPLICABLE) .p• IL ECO ENo. FOLDING SHUTTER CORP. 07/20/7W M04STRUT PLACE 17 �B ,•7 T1LJLT TIES t ENGWEEMNG COMPNIT n ,REST PALM ICN,FL 33413 7 '_ —2..n sl..�waN�L cGAmn »I« 17-082 O •. `�ORIDP; ,a��,; ��. 1 WI "P6lHaT, • ,I d:tw«R�RRl.com WxT DRAWING 99 1' ES-0006719 WALTER A TILUT Jr.P.E. m— Wx' ••y •••A LA �4 1LODA Lic.E 4416] — SHEET 9 Of 13 AwwNu4 ANGLE BUILD-our 40 PER SECTION 4,.1 SS EET He Al A ' (3)3/1{'POP ]"r)'.I/6• EACH LEG OF i"t Y ALUYINIW ANGLE ' A11D1E ANOLE LED YFAC[ ' AWAY F.D.OPENING [AS,SHOTW)OR ANCHORS \ i OPEO ANCHORS REQ 1 REQUIREDO TO HOST 9 1 siRucn,Rc PERS YGUM PER SECTION..SHEET 6 Ca)3/1v POP wrm &CH E6 OF YYY Af101t TERMTEwA1 EXTERIOR ELEVATION NNOT SI51111 o T tiE`sDEs PLAN V1 MOUNT FOR ONEAND OR BOIN ANDLES OF PRODUCT ® a (Z)1111/4"•.3/4• II ! '�•®i OPTIONAL SIDE ANGLE TEKS 011]/I{'POP V' 1 1/z". I 1/2", 1/6".0'-2' cFGfl SCG-ICn'..SHER 6) RIVETS PER ANGLE TO F-41N.PLU4WUY ANGLE$TOP h TUBE \ BOTTOM OR TO WILL(2 REQUIRED) 0 TAPOON/ C RF%ANCHORB EA ANtiE TO SLAB ® 1/4'•.1 3/1" r TAPIO /CRETE-F EX —END PIECES MAY BE FLAT I ANCHORS•1e"O.C. ..1Q• ENO OR l ENO • ^ I I ' POP TEKS OR /� —ExISTYIG STRUCTURE • •' /4 a 3/4'TENS • /� O 12.O.C. IN 1 CORNER POST ISOMETRIC �of (M AT rpv AND BRTIN4 SUBS] `ENDD OCE ENDr BE Mi 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION -. - FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 0'°"N`rECO'"` TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAVN B, END INSTALLATION DETAILS INTO CONCRETE, Y CONCRETE BLOCK & WOOD (AS APPLICABLE) FOLDING SHUTTER CORP. GTE T(LUT TESTING I,ENGINEERING COMPANY 7069 HEYSTREET PLACE 6lb Nay Su..]Of.NRYNA OAPpa1S Fl]]100 WFSf PALM BEACH,FL 33,113 17-082 I�HrII-1tlb to0od comHr'-Iv, PH- 640-61J-(wl)1 • ..IOIO�ngM�Ti,n.com DMIRNN Me m E TILLIT 19 WALTER k A LILIIT y.P.E. P.E.SELL/61QUiL'RE/OATE FLGRIOA 44167 m/�r SHEET 9A Of 13 r; ,—WALL FINISH OPTIONAL RAIN HOOD (NON-STRUCTURAL) I ,-WALL FINISH p 0.060'TNICK S.S. I10+3'S.S.S.M.5.W/ 1/2'9 aJ/� Ti 1 ROLLER MOUS 4 I .LONG NYLON BUSHINGS(Typ.TOP) I ^��C2 1 / AND 1'LONG(Typ.BOTTOM).EXCEPT / AT ROLLER HOUSING(TTP.) c I /— . 'I / —0.060*THICK S.S.ROLLER HOUSING zW (2)NYLON I 4l/WsT/s- I OPTIONAL RAW HOOD 2 ROLLERS I (NON-STRUCTURAL) 1 o.e55-0(Trp.) 1 T 2'aC CONT,WOOD I J 16'ALUM.POP --- HEADER REQ D. 1 /10•J'S.S S.M.S.W/i RIVETS,O 18'DL. _ BUSHING LONA NriON- L COM. CANIMIM C1�_ BUSNING W/A 0.150' 0.18710.270" LONG TOP .245'SECTION 0.500' .0.070' ■ l 0.0.AND LONG TT AND ULTRAFAS 1 Of f --�--+ 0.22]"LONG BOTTOM WEATHER SECTION 0.720'O.D.AND STRIPPING G 0.243'W. SIDE(Typ.) t W I 7/16'ALUM. POP (Typ,) i RNETS,O 18"C.C. L MIN.SEPAAATgN I MIN.SEPARATION TO GLASS 2 N•CONT.TIO .J , TO CUSS �--(SEE SCHEDULE �O/ IF.ADFrR ROO' (SEE SCHEDULE I W y ON SHEET 13) t i ON SHEET 1J) ®t W 2W COM.WOOD_ 1 KATE REO'D. �, I �/ 1 I +�+ V Zi :3 WALL FACE MOUNTING INSTALLATION OFSECTION 2W (TOP) 1' WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION JW INSTALLATIONS DETAILS INTO WOOD E•T,``/i/ FLORIDA BUILDING CODE (High & Non High Velocity Humcone Zone) t SEE uMIigTI0N5 FOR ON SHEET 2 ®2017 r6TECo INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORA NO.44167 aOTES- NOTE FOR COMBINATION OF SECTIONS: C 07/20/17 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO TIL IGC IMC. FOLDING SHUTTER CORP. BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- NOUNTING SECTIONS CAN BE COMBINED � � � Q 70�HE16'iREEf PLACE DATE IN ANY WAY TO SUIT ANY INSTALLATION. �O•'• ,Q TIWT TESTIND t ENOIM[[RINO COMPANY WEST PAW 6FACX FL 73413 ORI : 4 ; w.�« >. «WAS. 9�D�n vl« i -os2 •' ewApal-1Ab.r.,(bfAn-,ul PI1:1600-M3-6771 �^ tlt- N.cam �w.1016YpNUL1919.Nn DRAWING Me U �� EB-0006719 WALTER A.TKLO Jr.P.E. /DATE FLORIDA Uc.1{4167 nryv.r R SHEET 10 OF 13 1/4'0•3/4'TEKS SCREW OR 1/4'.3/4' , BOLTS W/NUTS k WASHER a e'O.C. I.—--- 1 4'.6'(Min.)RUCTLEXISTING WADE BEAN CY OF EXISTING WOOD BE ADEO E OF EXISTING WOOD BEAM TO BE \ CERTIFIED BY REGISTERED ENGINEER OR ANRCHTTECf PRIOR WALL F116ST1 RO0.060"LLER THICK S.S. t SEE LIMITATIONS FOR ®ON SHEEP 2 TO PRoOucr INSTAUAnoN. - I ROLLER MOUSIXG E0� � EO 2'..'CONT. 06 W000 HEADER OPTIDNAL RAN HOOD NOTE FOR COMBINATION OF SECTIONS: REO'0. E0. E0. (NON-STRUCTURAL) ✓� /10.3'S.S.S.M.S.W/ 1/2'0.3/4' 1— MOUNTING SECTIONS CAN BE COMBINED OONmwnON(II I Z11 ALONG NYLON BUSHINGS(Typ.TOP) IN ANY WAY TO SUIT ANY INSTALLATION. r—70AMD 1'LONG(Typ.BOTTOM).EXCEPT �o i AT ROLLER HOUSING(TVP.) �� .OPTIONAL RAN MOOD Y 1 E 0—I, '(NON-STRUCNRAL) j (2)NYLON i 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO - 1' BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL x r---I I 3/16'ALUM. ' POP X10 x}'S.S.S.M.S.W/0.373'IANC NYLON i ALTEAINTE LEG J e lY Qc BUSHING W/A 0.150'LONG TOP SECTION I I 3/16ALL" I IOGnON coNT. 0.300'0.0.AND 0.245'i.6.AND 0.223•LONG POP RIVETS. (SEE NOTE x) 0.163'.0.270'.0.030' BOTTOM SECTION 0.320'O.D.AND 0.245'i.6. O 16'O.C. ULTRAFAB WEATHER cm MIN.SEPARATION I _ ISTRIPPING EA.SIDE TO GLASS ' t q (SEE SCHEDULE �/ ON SHEET 13) Or V t —T——WIN MIN.SEPARATION GLASS TO GLASS � � ��• (SEE SCHEDULE (SEE SCHEDULEON SHEET 13) ON SHEET 13) or ®t ... I t ALTERNATE 3/16-ALUM 1 ALTERNATE LEG W �1 I POP RIVETS O 5'O.C. - __ - LOGTION OPTIONAL RAN GUARD ALTERNATE LEG AT REM.— --:I rr-" _ ( (SEE NOTE•) (NON-STRUCTURAL) 1OG110N I 5$NOTE _ ALTERNATE 3 16'ALUM. 1 I I1 L J POP RIVE75 O S'O.C. i ,, I 11 i t l l `� 1 ;I AT RFNt I I � 1 �I WOOD PIATEA--.�__ ___._____r_� 11 n1 : :_�:�__ I p B •I RM II 9 IA 5 g n 3/16'ALUM.POP RMETS --------_-- O 10'O.C.BOTH SIDES 1011 \ I ' 9 - 3/16'ALUM.POP RIVETS 10'O.C.BOTH SIDES j E0. E0. W DECK WN.WOOD Epi E. E0. �' I I � DECK REQUIRED R 2'K'COM. ` L 1/4Y a 3/4•TEKS SCREW (NO FINISH ALLOWED) I •, 1/4'4.3/4'TEKS SCREW ��PLATE. i OR 1/4'.3/4'BOLTS W/NNS I , \ W/5/8'WASHER OR REO•U" (1 •SII I I f 5/6'WASHER O C O.C. —_ ca101a'.w 0e 1/4'.3/4'BOLTS W/NUTS A 't ODNlAl1011 r,4 5/8'WASHER O 4'O.C. t 111 I. I j L-2'MIN.E.D. 2'MIN.E.D.--I `—COMIIEtIpM C3 1', ALL FINISH II', �\ , 't —WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AWI,fi0'ETGm) SECTION 7W �� ;> FLORIDA BUILDING CODE (High h Non Nigh Velocity Hurricane Zone) NOTE • :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED FLORIDA eon nLTEco wc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °PAAt'rn_ 0.44167 INSTALLATIONS DETAILS INTO WOOD IL ECO,N-. FOLDING SHUTTER CORP. 07/DATE 20/17 .Tve I..vEsn.sl.o. f ENGINEERING.I,NwCEuRIaNGlmCsOnPAuN,YM ����PLACE SCALE N.T.S. pµyBFFl. 13 17-052 •Qw•• VS•:' v (wfM7 ,an 1.w7.n_,m, PN:1100-613-e371 Iy�'• ORI \� .-muc 61NcoOccLenm v.JelBnpYlutlan.rnm ORAVIIIG Na •• , EB-0006719 WALTER A LUT111.P.E. W /PATE FLORIDLic.�NA 16] nr.W,r R SHEET 11 OF 13 �. IN SEPARATION \/ I T TO GLASS AIN.SEPARATION `—(SEE SCHEDULE TO CLASS � �t I ON SHEET 13) (SEE SCHEDULE a� Of ON SHEET 13) OPTIONAL RAN GUARD I I (NON-STRUCTURAL) I ' 1/4*I K I'TEIi I ALTERNATE 3/16•ALUM-- SCREW OR 1/44 1• POP RNETS•S"O.C. S.S.MS WITH NUT a AT REAR. WASHER•s'O.C. 3/I6•ALUM.POP RNETS n z O 10.O.C.BOTH SIDES EDGEOF SLAB �� _ 'p IF APPLICABLE _ EDGE OF SLAB ANCHOR TLoaTG4I k . CONNECTION C7 r IF APPLICABLE (SEE NOTE•)—� m X 1 - L 216"MIN.WOOD DECK REQUIRED J (NO FINISH ALLOWED) IF APPucAECONNECTION p EDGE OF SLAB BLE EDGE OF Y 16N.E0. _-- SUB IF 2 MIN.ED. LED. APPLICABLE ® ALT TRACK ADAPTER MOUNTING INSTALLATION i SEE LIMITATIONS FOR ON SHEET 2 / SECTION 7BW (BOTTOM) --iT MIN.E...--JI'MIN.E.D. NOTE FOR COMBINATION OF SECTIONS: .� 2•.6'YM.W000 DECK REQUIRED—� 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. INSEPANATION FLOOR MOUNTING INSTALLATION PwEO .W°°° (SE0 GLASUE SECTION 7AW (BOTTOM) NOTES. ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0-46 OR EQUAL —WALL FINISH `S 3 or t 9 b (3)3/16•A LAG 2• � 2- SEE SECTIONS 8W h 14W fOR MAX. A.S.D. DESIGN I SCREWS W/2 1/2'MIN. •' MW.E.O. PRESSURE RATING & SPANS I I'.4'. I/6' b PENETRATION AT WDWIDES 6067-T6 CONT. (2•)OF RAFTER�USSES I ALUMINUM TUBE 'I 1/4'a4'(6063-T6)FLAT EXISnNG 2X WOOD 2'"'WN.W000 PLATE W/ L/4Y a1"FL. TRUSSES OR RAFTER SCREWS O 6'O.C.w l+ AT 24 O.C.MAX. STUDS O 1B'D.C. BETWEEN TRUSSES AT . .500,— /8-.4- 300• 1/8"aC(6063-T6K1AT PLATE w/1/4"0.1• IN 0 (2)1/4•.TAPCON OR 1/4'.CRETE-FLEX 1 1 SCREWS a 4"ac..w I I BETWEEN TRUSSES ANCHORS GR(fl{NDS W000 SCREWS OR 1/4 0W/ _ - EDGE(IF APPLICABLE) NOS LIG SCREWS AT MDWIDTH OF EA STUD W/ q n 2 1/2'Min,THREADED PENETRATION INTO WOOD Y� STUD `.,' 1/4"6a 3/4•TEK PLYWOOD 1/4'MAX.PD EXISTING SOFFIT i SCREW OR /4-20.3/4" #10.3'S.&S114w/1/z•4.J/s•LONG ``ED."£O. S.S.BOLTS II NUTS s O •) NYLON BUSHINGS(Typ.TOP)AND 1•LONG \-1/4'•K 3/4'TEK WASHER a 6'O.C. Ito,3'ss sw/ I ? .)eonoY).EXCEPT a HOUSING us4c _ SCREW•6 O.C. 0.373"LONG Nm MOUNT TO'WOOD STUDS MOUNTING INSTALLATION BUSHING W1ECA 0.0.50 I CONT. INSTALLATIONS DET�4!'C' --_. SECTION tow (soTroM) LONG TOP SECTION D.AND °.167.0.270' O.D.AND 0.2+3'+.a.AND ..07030" ' WOO ,.0 ��T MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSFJ 0.223'LONG BOTTOM MIN SEPARATION INTO V SECTION 0.320'O.D.AND TO GLASS WEATHER t bg, P "'E'•"'•••. FLORIDA BUILDING CODE (Nigh & Non Nigh Velocity HurricOne Zone) 0.243"Ia IS SCHEDULE STRIPPING FA G N 4' (m) ON SHEET 13) i SIDE MP.) j or Q 1 _ SCALE : N.r.s. No.44167 ': 02017 TILTECO INC. II DRARN By: TITAN FOLDING IMPACT PROTECTIVE SYSTEM 6 L /20/17 °'FOLDING SHUTTER CORP. [An HEADER TO TRUSS MOUNTING INSTALLATION TIWT TESTING R ENGINEERING COMPANY 766.ND451REET PLACE SECTION 8W (TOP) �ocf;•. 0 6 �;' .» ::°mo,' : .a<" -,u ;..� .KAM n.�J{,3 oM�B: MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF s i �' WALTER w TILUi111 P.E. o.n -P.•. •t'J/XILlRE/OATE FLORIDA U N167 a./x/,t SNCFT 12 M iJ MAXIMUM WIND PRESSURE .2.f.1 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 E.D. (2' FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PRESSURE wSD uouAw SATs rPANs M114 OL1nW CONCRETE CONCRETE BLOCK STEEL WOOD Pastas HEGA7ALTDp CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR •WTtw TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 1 144" 180 Ib ft A B C A C E A C F 60.0' 60" 88 Ib ft C1 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B A C 35 psf 100.0" 100" 146 Ib/ft 6 473 LB FT - 418 LB/FT 236 LB FT 202 LB FT 383 LB FT 432 LB FT C1 9 417 LB/E - 388 LB FT - 734 LB F7 144" 144" 210 Ib ft 461 LB/FT - 4 - 202 LB FT 60.0' 60' 100 Ib ft C2 12 387 LB FT = 334 LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB Fi 12 375 LB/FT - 334 LB/FT - 142 L8/FT a0 psf 100.0" 9 456 lB FT 362 LB FT 250 LB FT 190 LB FT 318 LB FT 380 LB FT - - 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT C2 9 417 LB/FT 362 LB/FT 190 LB/FT 144" a4" 240 Ib k 6 502 LB/FT - 419 LB/FT - 285 LB/FT 60.0- 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT g 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0' 80.0' 154 Ib k C3 6 496 LB/FT - 0215LB/Fr B/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 46 psf 97.0" 97.0" 187 ID ft 3 813 LB/FT - B/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 - B/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/F'T 144' 144" 276 ID ft C4 6 592 LB/FT - B/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 le ft C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0- 89.0' 187 Ib ft 3 972 LB/FT - B/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psf 700.0' 100.0" 208 Ib ft 9 281 LB/FT - B/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 120.0' 120.0` 250 Ib ft C5 6 421 LB/FT - B/Ff 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226 LB/FT - 224 LB FT - 83 LB/FT 144' 140" 300 Ib ft 3 843 LB/FT - B/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT C5 6 339 LB/FT - 334 LB/FT - 125 LB/FT 60.0' 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FTB/FT - - 138 LB/FT 102 LB/FT 3 681 UB FT - 670 LB/FT - 250 LB/FT 81.0" 81.0" 187 ID ft C6 6 410 LB/FT 487 LB/FTB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT55 psl 100.0' 100.0- 229 Ib ft C6 6 332 LB/FT 378 LB/FT 323 LB/FT120.0" 120.0' 275 Ib/ft 3 822 LB/FT 975 LB/FTB/FT - - 414 LB/FT 307 LB/FT 3 663 LB FT 756 LB/FT 646 LB/FT137" 134" 330 Ie ft 4 269 LB/FT 301 LB/FTB/FT - - 114 LB/FT 153 LB/FT 4 232 LB FT 236 LB/FT 183 LB/FT 60.0" 60.0" 150 ID ft C7 3 358 LB/FT 402 LB Fr 244 LB/FT - - 152 LB/FT 204 LB/FT C7 LB/ FT 80.0" 200 Ib ft 2 - - - - - - 305 LB/FT 3 310 LB FT 315 LB FT 244 LB/FT - - 60 psf 100.0' 100.0"W16011b/ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/F7 460 LB/FT 409 LB/FT - - 115.0' 115.0' C8 8 736 LB/fT 894 LB/FT 614 LB/FT - - 397 LB/Ff 252 LB/FT C8 8 582 LB/FT 691 LB/FT 614 LB/FT - - 9.' 728' 82LB FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 6 777 LB/FT 921 LB/FT 819 LB/FT59.0" 59.0' 65 psf 92.0" 92.0' 249 Ib ft 100.0' 100.0- 271 Ib ft MIN, SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 0SEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib ft 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 TYPE DESCRIPTION HURRICANE ZONE CONT. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121' 118' 374 Ib ft SPAN HURRICANE ZONE 7/4'0 TAPCON W/ ADVANCED 59.0' 59.0' 187 lb/ftZONE 1,2 3 ZONE 4 A THREADFORM TECHNOLOGY 3.50" 2.50' D N/A 4.00" 4.00•• N/A N/A 75 psf 100.0" 100.0- 313 Ib fl 117' 114" 387 Ib ft 5'-10" 2 1/2" 1'• 2 5/8- 80 P sf 113" 111" 400 ID ft AS LESS B 1/4" 0 z 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A 90 psf 107' 104" 424 Ib ft >5•-10' 100 psf 101" 99" 447 lb/ft TO 8•-3' 2 5/8••+ 1'• 2 3/4••+ C 1 CRETE-FLEX 3,00" 3.00" D N/A 3.00" 3.00" N/A N/A 110 psf 94' 90' 468 lb/ft 120 psf 87' 82" 484 IO ft4 0 ITW-BUILDEX >8-3" 3 1/2- 7,• 3 5/8" E SCREWS N/A N/A N/A 1.00" N/A N/A N/A 2.00" 130 psf 80' 76" 483 Ib ft TO 12'-0" 140 psf 74 70 484 Ib ft 1 1 #14 NDS WOOD SCREWS OR 150 psf 69' 66" 483 Ib ft ffAA/AAAA�� F N/A N/A O N/A N/A N/A 2.00" N/A p .. 1/4- NDS LAG SCREWS 160 psf 65- 62 483 Ib k A AS DEFINED BY ASTM E-1996 STANDARD. •'�P(�,Tlll/ A N97E5. T FLORIDA BUILDING CODE (High & Non High Velocity Humicone Zone) + EXCEPT THAT 3 5/8" SHALL BE USED ARN BY: Lam: MAXIMUM ALLOWABLE PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, 02017 TETECO WC.� � F '• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OR9.L GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. 4, 4A & 7A. L-: MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGA71YE A.S.D. DESIGN PRESSURE RATING. 1LIE COFOLDING SHUTTER CORP. °'�°"' INC• arz nNAL MAXIMUM ALLOWABLE PRODUCT SPAN 6 7� nwT TESTING t fN0D1E[dND COMPANY ST P HEN EACH, PLACE EQUAL TO THE • WEST PAW eEV]1,R 3311] EIINIULIM DETERMINED PRODUCT �1,•• •tom �`wr. i��Hai�lw.`i�O'"i°K°O=�u,w� PN: eoo-bas-snt 17-082 SPAN BETWEEN'L+•AND 'L-'. 0•'., P v - N:Wlae°0°H.<om .m..l°MIpHluer�cpn DRAWING Ne .�� .,[0R10; 1t °ED-0006719 M FUER A TENT Jr.PE. tnrws fjE" LIE FL Uc.1 HI67 mignr SHEET 13 Of 13 Florida Building Code Online Page 1 of 2 Business & Professional Regulation 1rdG>CQMINIMUMrT I il3 BOS Home I Log In ! User Registration ; Hot Topics Submit Surcharge Stats&Facts Publications ! FBC Staff BCIS Site Map I Links Search i iProduct Approval 0 USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL* FL5790 R12 Application Type Code Version 2017 Application Status Pending FBC Approval Comments Archived i Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Trevor Johnson the Evaluation Report Florida License PE-65624 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 41 Validation Checklist-Hardcopy Received Certificate of Independence FL5790 R12 COI CertificatlonOflndependenceSS.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2002 ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-1996 2002 ASTM E-330 2002 TAS 201 202 203 1994 Equivalence of Product Standards Certified By Sections from the Code https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDgtDmAG7pnms8kO7l... 12/6/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/09/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/17/2017 Summary of Products L# Model,Number or Name Description 5790.1 58mm Bertha End Retention/Non- Roll Shutter System(includes View Port Option) Retention Roll Shutter System (Non-HVHZ) Limits of Use on Instructions Approved for use in HVHZ:No 44 FL5790 R12 II InstallationlnstructionsSS. df Approved for use outside HVHZ:Yes hn Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:This product shall not be installed within High FL5790 R12 AE Eva luationReoortSS.Ddf Velocity Hurricane Zone.For design loads and spans refer to Created by Independent Third Party:Yes engineered drawings(installation instructions). Bads Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 pubiic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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 JIML. Product Approval Accepts: Credit Card Sate https:Hfloridabu i ld ing.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgtDmAG7pnms8kO7l... 12/6/2017 CEN_FRAL NOTES: EVALUATION BASED ON: I. TKJ ENGINEERING,LLC.HAS NO CONTROL OF THE MANUFACTURING,PERFORMANCE.OR INSTALLATION OF THIS PRODUCT.THESE GENERIC PUNS FENESTRATION TESTING LABORATORY.INC. WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. LABORATORY No 4760 8 DATE:DECEMBER 1.2005 2. THE ROLL-UP SHUTTERS SHOWN ON THIS PRODUCT EVALUATION DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017(6TH EDITION) REPORT NO,5 Z-3 FLORIDA BUILDING CODE(FBC)AND THE 2015 INTERNATIONAL BUILDING CODE(IBC).THESE ROLL-UP SHUTTERS SHALL NOT BE INSTALLED IN HIGH FILE NUMBER OS-418 VELOCITY HURRICANE ZONES(MIAMI-DADE COUNTY/BROWARD COUNTY).ROLL-UP SHUTTERS INSTALLED IN WIND ZONE 4(SEE FBC SECTION TESTING PROTOCOL:E330.E1886 k w 1609.1.2.2),OR ESSENTIAL FACILITIES SHALL MEET THE MIWMUM SEPARATION TO CUSS, DESIGN WIND LOADS SHALL BE DETERMINED AS PER E1996-02 a SECTION 1609 OF THE ABOVE REFERENCED CODES,IN ACCORDANCE WITH ASCE 7-10,AND FOR A SAM WIND SPEED AS REQUIRED BY THE WIDTH TESTED-120'O OP-740.0 PSF j JURISDICTION WHERE THE ROLL-UP SHUTTERS WILL BE INSTALLED.THE ROLL-UP SHUTTERS ADEQUACY FOR IMPACT,DEFLECTION,AND FATIGUE RESISTANCE RAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE REFERENCED CODES AND AS PER ASTM E330.E18M k LABORATORY No. 4744 E1996,AND TAS 201.202.AND 203 AT FENESTRATION TESTING LABORATORY,INC.AND AMERICANTEST LAB OF SOUTH FLORIDA PER THEIR DATE:NOVEMBER 14,2005 REPORTS(SEE UST OF REPORTS). REPORT NO.4 FILE NUMBER 05-418 3. LIMITATIONS OF USE: TESTING PROTOCOL E330.E1886& E1996-02 A. THIS PRODUCT SHALL NOT BE USED IN HIGH VELOCITY HURRICANE ZONES(SEE FBC SECTION 202). WIDTH TESTED-97'O DP-45 PSF B. TMS PRODUCT IS QUALIFIED AS'RON POROUS'THEREFORE GLASS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING LOCATIONS, LABORATORY No. 4740 OATS:NOVEMBER 14,2005 ' ESSENTIAL FAGLRIES AS DEFINED IN ASCE 7-10 REPORT NO.3 yL A � FILE NUMBER 05-418 2-ET • WHERE THE SPECIFYING AUTHORITY HAS SPECIFIED OPTIONAL ADDITIONAL PASS/FAL CRITERIA IN ACCORDANCE WITH ASTM E1996 FOR TESTING PROTOCOL:E330,EIS86-02 A WAND ZONE 4 AS DEFINED IN ASTM E1996 WITH MODIFICATION BY THE FBC/IBC SECTION 1609.1.2.2(F9C:LOCATIONS WITH ULTIMATE E1996-02 y WIDTH TESTED-120'O DP-23 PSF 8 WIND SPEED GREATER THAN 170 MPH). > • INSTALLATION IN THESE LOCATIONS SHAT MEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 9.THE SEPARATION TO GLASS LABORATORY No. 4644 0 MAY BE REDUCED BY USING STORM BARS ON SHEETS 18 TO 22 DATE:JUNE 17,2003 REPORT NO.2 C. INSTALLATION WITH INTERMEDIATE,END.AND CORNER MULLIONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR USE WITH THIS TYPE OF FILE NUMBER 05-418 �. SHUTTER SYSTEM. TESTING PROTOCOL E330.E1886-02& E1996-02 0. IN DNS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE STRESS DESIGN(ASD)DESIGN RATINGS AND MAXIMUM SIZE LIMITS BELOW. WIDTH TESTED-281'O DP-60 PSF B SUI SPAN ULTIMATE DESIGN WIND LOADS DETERMINED BY THE FBC AND ASCE 7-10 SHALL BE REDUCED TO ASD BY MULTIPLYING 0.6(SEE FBC SECTION LABORATORY No 4596 1609.1.2.4), DATE:APRIL 29,2005 Z REPORT NO, 1 38 PSF MAX.PRESSURE O 278'MAX.WIDTH FILE NUMBER 05-418 Q PICAL SINGLE UNIT ELEVATION 140 PSF MAX.PRESSURE O 96'MAX.WIDTH TESTING PROTOCOL E330,E1886-02 t �.• SINGLE SPAN UNIT INSTALLATION•N.T.S. • SEE TABLES ON SHEETS 7 THROUGH 22 E7996-02 W E. IMPACT LEVEL D:9-1/4 LB LARGE MISSILE IMPACT. WIDTH TESTED-242.5'O DP-80 PSF W XT LABORATORY No.2780 Q y F. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE OFFALS ARE NOT PARE OF THIS APPROVALDATE:AUGUST 31.2000 Z REPORT NO.3 N� B H. INCREASE IN ALLOWABLE STRESS(1.33)HIS NOT BEEN INCORPORATED INTO THE DESIGN OF THIS PRODUCT. FILE NUMBER 00-256 W Z TESTING PR07000L:TAS 201 [10 Z= 4. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS DESIGNED TO SUPPORT THE LOADS FROM STORM BARS TESTED:2.2.1/4.2X3.1/8, c:3-N THE SHUTTER SYSTEM AND MULLIONS.EXISTING STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC 2.4.1/8,2%4X1/4 PROJECT.SEE NOTE 4 OF PRODUCT EVALUATION NOTES. NCL AMERICAN TESTING LAB OF SOUTH FLORIDA, LLJ J Ty. SEE TABLES ON SHEET 9(EITHER DIRECTION) INC. T:-SEE TABLES ON SHEET 9 LABORATORY No. 0928.01-09 � DATE:FE&TUARY 2.2010 Z CERTIFICATION No.09-0203.02 Lu T TESTING PROTOCOL E33G-02,EISBG-05 Ty-SEE TABLES ON SHEET 9(EITHER DIRECTION) k E1996-05 +g WIDTH TESTED-204.O DP-62 PSF - ENG-RETENTION TRACKS NON-RETENTION TRACKS WIDTH TESTED-120'O DP-100 PSF 5. ALL ALUMIN SMW.L BE 6063-T6 ERWISE NOTED OR CAN BE REPLACED WITH 6061-T6 ALLOY). LABORATORY No. 0803.01-12 2- 6 6. SHUTTERS MAY BE MOTOR,TME PULLEY,OR GEAR DRIVEN. CCEERRTIIFIOCATTIOONE OCTOBER 0..01 i 7. SHUTTER MANUFACTURE'S LABELS SHALL BE IN ACCORDANCE WITH SECTION 1709.9 OF THE FLORIDA BUILDING CODE. MOTH PROTOCOL D-94,h 20J-94 Y TESTI TESTED-72'O DP-50 PSF PRODUCT EVALUATION NOTES: WIDTH TESTED-96'O DP-25 PSF C WIDTH TESTED-48'O DP-140 PSF pl I. THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERAL:AND DOES NOT PROVIDE INFORMATION FOR A SITE LABORATORY No 080302-12 W yyd SPECBTC PROJECT:I.E.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. DATE: OCTOBER 16.20124 FF'� 2. CONTRACTOR SHALL SE RESPONSIBLE FOR THE SELECTION,PURCHASE,AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT BASED ON CERTIFICATION No.2650.07 iffiffTHIS PRODUCT EVALUATION PROVIDED AND SHALL NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. TESTING PROTOCOL:201-94,h 2113-94 WIDTH TESTED-180'O DP-65 PSF SLIT SPAN SLIT SPIN SLIT SPAN --•� 3. THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WIDTH TESTEO-274'O DP-23 PSF ` IF WIDTH TESTED-102'O DP-140 PSF 4 4. SITE SPECIFIC PROJECTS SHAM BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 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.THE ENGINEER OF RECORD,ACTING LABORATORY No. 0803.03-12 .4.!� AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER.SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR RENEW. DATE: OCTOBER 19.2012 TYPICAL MULTIPLE UNIT ELEVATION CERTIFICATION No.2650.01 - z OffEPPW ATENULLIONREQLBM® lNSTAL1 M-N.T.5. ANCHOR A,FASTENING NOTES, TESTING PROTOCOL:201-94.202-94 k 203-94 d'• 'VN 1. ALL FASTENERS SHALL BE CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 OR STAINLESS STEEL 304 OR 316 SERIFS WITH 50 WIDTH TESTED-144"O DP-+45/-60 PST- 9 ? I b KSI YIELD POINT AND 0 NSI ULTIMATE TENSILE STRENGTH. LABORATORY No. 0803.04-12 2. NO EMBEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH AS,STUCCO,TILE,SIDING.ETC.SHALL BE CONSIDERED AS PART OF THE EMBEDMENT. DATE: OCTOBER 19.2012 CERTIFICATION No.2650.01 J. THE ANCHOR SPACING AND DESIGN PRESSURES ARE VAUD FOR EDGE DISTANCES AND MINIMUM EMBEDMENT SHOWN ON SHEET 9.THE MINIMUM TESTING PROTOCOL:202-94 1111111111 EDGE DISTANCE FOR THE 1/4-14 h 5/16-24 DRIL-FLEX SCREW IS 1/2'AND SMALL BE ATTACHED TO 6063-T6 ALUMINUM OR A36 STEEL(OR WIDTH TESTED 96 O DP-25 PSF BETTER). WIDTH TESTED-72'O Do 50 PSF NCV WIDTH TESTED-48'O OP-140 PSF CIA r EXISTING STRUCTURE(TYP) S CONCRETE,FILLED CMU,HOLLOW CMU. X TIMBER,ALUMINUM,OR STEEL 1 • ° t ' • • • .•• • •• 5/16.0 TAPCON a 12.O.C.(T(P) .• -' 0 �:. BUILD-OUT HEADER ° O • • n j • • • ° . 1/4Y SELF-TAPPING s S • ° . ° . . SMS a 12'O.C.(TYP) $NUTTER HOUSING �� 5/16'0 TAPCON, .x k 3/6'0 ANCHOR, 1/4-I4 SCREWS,OR 1/4•MAX 1/4.0 TAPCON 1/4•MAX �� v 5/16-24 SCREWS BLEB EVE LOCK END CONNECTOR a B'O.C. (SEE TRACK MOUNT TABLES EVERY OTHER SLAT AT EACH END ON SHEETS 10&t1 FOR 5/8•0 ACCESS HOLE 5/B•0 ACCESS HOLE , SPACING) 0.2•MIN 1/4'0 TAPCON e 6.O.C. NON-RETENTION SLAT NON-RETENTION SLAT 0 0 5/BY OR 13/16.0 (SEE SLAT PFRFORMANCF TABLE (SEE SLAT PERFORMANCE TABLE ACCESS R1 16.0 END-RETENTION TRACK SHOWN ON SHEET 7 FOR 3•TRACK) ON SHEET 7 FOR 4•TRACK) V OPEN FACE TRACK SIMILAR WALL MOUNT (OPTION IA) nWALL MOUNT (OPTION IB) nWALI MOUNT (OPTION 1C) + U1•BID4�ETENTION TRACX•N.T.S. J'N014REIBRION TIiA[K-N.TS. 1'NON-RflOiT10N TRAO(.N.TS. •• N 1 1/2• 1 1/2• N STAGGERED STAGGERED • • ! V. VA_ Lu t * •' ••"• e • . I 0 58MM SLAT a • ; SIDE RAIL/TRACK g 5/16-0 TNCHON.R. Q Z 1 7- 5/18'0 ANCHOR. _ 3/60 ANCHOR, C 3/6.0 ANCHOR. OPTIONAL STAGGERED VERTICAL BUILD-OUT 1••{ OPTIONAL STAGGERED I/4-14 SCREW.OR 1'x3• (OPTIONAL) Y i m 1/4-14 SCREW,OR 2•x4• ATTACHMENT 5/16-24 SCREW(TYP) 3•x4' ATTACHMENT 5/16-24 SCREW(TYP) 2•RJ• Y (SEE}'BUILD-OUT TABLES ON 3•x3• C (SEE 4'BUILD-OUT TABLES ON 414 SHEETS 12& 13 FOR SPACING) 1/B•OR I/4'WALL THICKNESS1. SHEETS 11 &12 FOR SPACING 1/4.0 SELF-TAPPING SMS(TYP) C y'6 (SEE TRACK MOUNT TABLES ON 24 END-RETENTION SHEEP 11 FOR THICKNESS) END-RETENTION 1/6.OR 1/4•WALL THICKNESS TRACK SHOWN TRACK SHOWN SEE TRACK MOUNT TABLES ON OPEN FACE AND OPEN TACE AND SHEET 11 FOR THICKNESS) TRACKS SIMILAR . ®NON-RETE ON L2-a2•a1/B'ALUM.(TYP) NON-RETENM7N TRACKS SIMILAR SLAT LOCK END CONNECTOR SLAT LOCK END CONNECTOR 1/4-14 SCREW,OR EVERY OTHER SLAT AT EACH ENO 1/{-14 SCREW.OR EVERT OTHER SLAT AT EACH END t/6•THICK ALUM ANGLE SILL 5/16-2t SCREW(TYP) 3/16-24 SCREW(ttP) 0.2•MIN (OPTIONAL) 0.2•MIN 0 (SEE TRACK MOUNT TABLES (SE TRACK MOR TABLES ON SHEET 11 FOR SPACING) ON SHEET 11 FOR SPACING) 5/6.0 ACCESS HOLE(TYP) �d: 5/0.0 ACCESS HOLE(TYP) O 1 a BUILD-OUT SILL n4"BUILD OUT(OPTION 2A) n3"BUILD-OUT(OPTION 26) nBUILD-OUT SECTION (OPTIONAL) 11� 3 K oao END-RETENf1ON&NON-RETpRlON-NJ.S EN6RFTFNTION•KON-RETENTION-N.T.S. END-RETENTION&KON-DETENTION-N.T.S. '11111111110 W 11 x/11111111 N NOTE: ACCESS HOLES FOR 3/6•ANCHORS ARE 13/16'0 " CV N EXISTING STRUCTURE(TIP) CONCRETE,FILLED CMU,HOLLOW CMU. 5/16"4 TAPCON(TYP) TIMBER,ALUMINUM,OR STEEL OPTIONAL STAGGERED OPTIONAL STAGGERED (ENDCAP SYSTEM ONLY)) ATTACHMENT ATTACHMENT 5/16'4 TAPCON,3/8'0 ANCHOR, 5/16'0 TAPCON,3/8'0 ANCHOR, . a 1/4-14 SCREW.OR 5/16-24 SCREW(TYP) 1/4-14 SCREW.OR 5/16-24 SCREW(TYP) ° • A (SEE 4'.3',OR 2'BUILD-IN TABLES ON (SEE 3'OR 2'BUILD-M TABLES ON SHEETS 14 TO 17 FOR SPACING) } } SHEETS 15 TO 17 FOR SPACING) - �• •� NOTE: ~ • NOTE: t SEE BUILD-IN TABLE 4 SEE BUILD-IN TABLE CORRESPONDING TO THE W 2•x4' 11 CORRESPONDING TO BUILD IN WIDTH AGAINST THE �_ '•' 3•x4• T�ST BUI THEN WIDTH 2•X3• EXISTING STRUCTURE Y 4•x4' EXISTING STRUCTURE - ° n• - 1/8'OR 1/4'WALL THICKNESS � E •,��• 1/8'OR 1/4'WALL (SEE TRACK MOUNT TABLES ON TNICI(NESS(SEE TRACK SHEET 11 FOR THICKNESS) y F • MOUNT TABLES ON • SHEET 11 FOR THICKNESS) ' a.- SUT LOCK END CONNECTOR SUT LOCK END CONNECTOREVERY OTHER SLAT AT EACH END EVERY OTHER SUT AT EACH END 0.2'MIN 0.2'MIN-RETENTION TRACK SHOWN.OPEN FACE END-RETENTION TRACK SHOWN.OPEN FACEANDMON-RETENTION TRACKS SIMILAR MID NON-RETENTION TRACK$$IMIUR5/8Y ACCESS HOLE(TYP) 5/B'A ACCESS HOLE(TYP) Fi/4-1a SCREw,OR 5/16-2a SCREW(TYP) 14 SCREW.OR 5/16-24 SCREW(TYP)SEE TRACK MOUNT TABLES ON (S K MOUNT TABLESSHEET 11 FOR SPACING) ON SHE FOR SPACING)n4",3",OR 2" BUILD-IN(OPTION 3A) n3",OR 2" BUILD-IN(OPTION 36) 5/6'ACCESS HOLE OW)ENDRETTNTION\HOE4RTENTION-N.T.S. ENDRETENTION\NON-RETENTTON-H.T.S. HOUSING 4.•z f�vp m� 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) O N (SEE TRACK MOUNT TABLES ON SHEET it FOR SPACING) •�•d 58MM SLATW J T L3'x3'x3/8'ALUM. F=O . W'x4'x]/e'ALUM. 0 • SIDE RAIL/TRACK ? 5/16.0 TAPCON,3/B-0 ANCHOR, M1vp 1/4-14 SCREW,OR 5/16-24 SCREW`.1I) 4. (SEE 3/B'ANGLES TABLE ON .a n SHEETS 18 h 17 FOR SPACING) n 1/4-14 SCREW,OR 5/16-24 SCREW(TVP) 0 a ! . OSEE N SHERAG ET KI4FOR$PAC MO) ° SLAT LOCK END CONNECTOR VERTICAL BUILD-IN C _ •4 ` EVERY OTHER SLAT AT EACH END Y &&& • .• 0.2'MIN • C YI .T. OI 0 }z ENO-RETENTION TRACK SHOWN,OPEN FACE v C 'g g ' ° a AND NON-RETENTION TRACKS SIMILAR ^ W $z3 a • 5/80 ACCESS HOLE(TYP) i' • n • SLAT LOCK END CONNECTOR 5/16'0 TAPCON•3/BY ANCHOR, EVERY OTHER SLAT AT EACH END 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (SEE 3/8'ANGLES TABLE ON b ' 0.2'MIN SHEETS 16 k 17 FOR SPACING) a r: 04 ' 5/8'4 ACCESS HOLE MIR) t C END-RETENTION TRACK SHOWN.OPEN FACE ' ` Z- AND NON-RETENTION TRACKS SIMILAR `d•. ```��"' OG O` nBOO 8 ANGLE BUILD-IN(OPTION 4A) A L3x4x3/8 ANGLE BUILD-IN(OPTION 4B) BUILD IN SECTION :� o�R END-RETENTION\NON-PETENFION-N.T.S. END-RETFNTION a NON-RETENTION--N.T.S. 6 EMo-RETRR1oH W NOM-RETENTION AAANN N n n 11 NOTE: ACCESS NOES FOR 3/8'ANCHORS ARE 13/16'0 N- NCV M u EXISTING STRUCTURE BUIlO-IN,BUILD-OUT,END. UP TO 350 LBS SHUTTER WEIGHT WON: R CORNER MULLION ININTERMEDIATEMULLION pCONCRETE, CMU,HOLLOW CMU, TIMBER,ALUMINUM.OR STEEL (4)5/16'0 TAPCONS OR UP TO 100 LBS SHUTTERWEIGHT WITH: UP TO 200 LBS SHUTTER WEIGHT WITH: (6) 1/4'0.7'SMS 4 (2)5/16-TAPCON OR (3)5/16'0 TAPCONS OR (3) 1/4'x.1• OR (4) 1/4.0.7'SMS 4 1/4'0 SELF-TAPPING SMS(TYP) 5/16'0 TAPCON(TVP) • �� -� ---- ---- ---- ---- MOUNTING BRACKET Q� x EN04tErOMON l NOIFREMMON INSTALLATION-N.T.S. STEEL BRACKET STEEL BRACKET STEEL BRACKET may` MOUNTING BRACKET INSTALLATION END-RETENTION\NOMRETDMON INSTALLATION"N.T.S. y / sl 0 3/16'0 ALUM,POP-RIVETS ' ROLL FORM.030 TO.050 ALUM.HOOD GEAR PLATE OR ® v BACK SIDE MOTOR BRACKET _ • 1 3/16'0 ALUM.POP-RIVETS W Z 1/4.0 TAPCON 0 18'O.C.(TM) / mZ 1/4"r SELF-TAPPING SMS _ O 16•O.C.(TYP) fA .m..; 71/8"11000 ANGLE 1/8•HOOD ANGLE SIDE RAIL 1/4'0 SELF-TAPPING SMS ¢�� M5.7 018"O.C.(TYP) G 1/4'0 TAPCON O 18'O.C.(TVP.) GEAR OR TUBULAR MOTOR = W STEEL OR ALUM.TUBE DRIVE CAP fi ' $ MM ^ 70MM UP TO 120 SF OR 18 0 0' MM 1 DOMM OVER 120 SF OR 180" CUSTOM HOOD WALL ATTACHMENT CUSTOM HOOD CEILING ATTACHMENT BEARING PLATE OR #10.3/4'TEKS END RETENTION\NON-RETENTION INSTALLATION-N.T.S. ENDRETENTION\NON-RETENTION INSTALLATION-N.T.S. IDLER SUPPORT 4 i ra STD.OR ADJ.PIVOT C CAST SIDE CAP W Z� 6"TO 14" l ® ROLL FORM.030 TO.050 ALUM. HOOD TT^ FRONT SIDE w% #10.3/4'TEKS =OdK SIDE RAIL4 END CAP COMPONENTS AND ASSEMBLY o .' ENDPRETENTTON\NONRETENTION INSTALLATION-N.T.S. TTNnnL1LN1 ALUMINUM HOOD COVER ENDRETE1YTlON\NON-RETENTTON INSTAWTION N.TS. � `V 2.965" 0.312' -1 1'060• --�{ /10>,2 1/2'SMS OR LONGER L 1.38{' ACETAL END CONNECTOR 0.085 yr 0.139' O � 38 MM SLAT 23 0.062'T 0.800' � O 0.316'� �•2.130' 0.069' 0.057• 0.079 O 0.725 1.051' 0.354' 0.168' 0.512' O 0.057• 0.125' 0.252' 0.070' 0.050, ' 0.159" S 1.150' 0.100' 0.775' 1.291' 0.100' g o.{x' fk� L 0.uD. o.,2V j 6063-T6 ALUMINUM 3"SIDE RAIL . )•NON-RETENTION TM«-SfNF 1:1 �L^ > i ` 0.1 BB" 4.000 SIDE RAIL 0.100' � . 3.215' 2.564' 1.291' g Q063-T6 ALUMINUM 3 1/4"SIDE RAIL 0'231- I U4•ENDAETFMION OFEN FAQ TRACK-SCALE 1:1 Z 0.100' 0.125' 0.250'+I 3.245' 0.070' 0.125' 1.237• ��••--0.775' Lz91 0.7zs -10.4x' I END CONNECTOR DETAIL va 0.100• 0.188' 0.187• I� END-REIENfiaN INSTALLATION-N.T.S. Z� 0.125' 0 OC Z � W_ NYLON 6 END CONNECTOR Z= 0.100' 0.125' 0.2317 /10. 1'SMS SS 316 FM '�O -�•1 r--0.120' OR LONGER V. d so 0.070• 0.773' 6063-T6 ALUMINUM 4"SIDE RAIL 0.100' J J 0.125• -10.4x' {►- 4•NON-RETENTION TRICK-SCALE 1:1 O 58 MM SLAT K O 0.100' I O G� Z 2.697' W 0.375 0.100' 1 0.188 0.400' 0.160' O O g Li 6063-T6 ALUMINUM 3 1/4"SIDE RAIL ® ® O 0.660" 1/4•END4lETENnON STANDARD TRACK-SCALE l:l G Y 0.410' 2.288' - C 608• SLAT LOCK END CONNECTOR �aa W t� END4IETENnON INSTALLATION-SG1lF 1:1 a- 0.125' 1 � 0.562' 2.394' 2.697' 3N SIDE RAIL 2.645' ADO• +� �'. 0.203' 0.191' - Off. p• 'g 6063-T6 ALUMINUM 58MM SLAT i END-RETENTION 8 NON-RETENTION SLAT-SCALE 1:1 'O� �' � '�`♦ .•' ` NOTES: MODULES OF ELASTICITY E 0.556' 1.608•10,000 K51 ♦ b O� MOMENT OF INERTIA I-.046 IN-4/FT ♦/ SECTIONAL AREA A- 1.713 IN-2/FT SLAT END CONNECTOREND CONNECTOR DETAIL '111111111111,` SUCK(SUP) Slow..23:.04 w Z��T LOCK END CONNECTOR CV N014RE1T]VTION INSTALLATION-SCALE 1:1 ENTIONINSTALLATION.SCALE 1:1 NON-RETENTION INSTALLATION-N.T.S �V X31 (TYPICAL BUILD-INS(TVP) Ii+ 4',3'.OR 2•BUILD-INS(TYP) 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (TYPICAL ATTACHMENT OR }}�� END MUWONEND MULLION (SEE BUILD-INS TABLES ON ALTERNATE ATTACHMENT) SHEETS 14 TO 17 FOR SPACING) ENO MULLION 1/4-14 SCREW, L" S/16-24 SCREW(TYP) b (SEE 3/B'ANGLES TABLES ON SHEET 17 FOR SPACING) NOTE: NOTE: END MULLION ENO MULLION 1/4-14 SCREW,OR INSTALLATIONS SMALL INSTALLATIONS SHALL NOTE: HAVE A FLORIDA HAVE A FLORIDA END MULLION 5/16-24 SCREW(TVP) PRODUCT APPROVAL PRODUCT APPROVAL INSTAIUTIONS SHALL Y SEE TRACK IAOUNT TABLES t FOR THIS TYPE OF FOR THIS TYPE OF HAVE A FLORIDA ON SHEET 11 FOR SPACING) SHUTTER SYSTEM SHUTTER SYSTEM PRODUCT APPROVAL $g FOR THIS TYPE OF MR S f SHUTTER SYSTEM �Q1 1/4-14 SCREW,OR 1/4-14 SCREW OR 5/15-24 SCREW(TYP) END-RETENTION TRACK SHOWN.OPEN FACE 5/16-24 SCREW(TMP) (SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) END-RETENTION TRACK SHOWN,OPEN FACE ON SHEET 11 FOR SPACING) END-RETENTION TRACK SHOWN,OPEN FACE (SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR AND NON-RETENTION TRACKS SIMILAR OOP) ON SHEET 11 FOR SPACING) (TYPI n TYPICAL END MULLION(OPTION SA) n END MULLION W/BUILD-INS(OPTION SB) SEND MULLION W/ANGLES(OPTION 5C) EN64WTVVTION 6 NON-RETENTION-N.T.S. ENDRl M?MON 6 NON-RETENTION-NT.S. !NO-RlTENTLON\NON-RERNTIOH-N.TS. 2 INTERMEDIATE MULLION INTERMEDIATE MULUON INTERMEDIATE MULLION y Q�t'H 1/4-14 SCREW OR 5/16-24 SCREW(TVP) ANGLE BUILD-INS(TYP) NOTE: NOTE (SEE BUILD-INS TABLES ON NOTE: (TYPICAL ATTACHMENT) INTERMEDIATE INTERMEDIATE SHEETS 14 TO 17 FOR SPACING) INTERMEDIATE m MULLION MULLION MULLION 1/4-14 SCREW.OR Z s INSTALLATIONS FLORIDA INSTALLATIONS SHALL INSTALLATIONS SHAu s/16-24 SCREW(TYP)HAVE A =• y HAVE A HAVE A FLORIDA d FOR THIS TYPE F PRODUCT FLORIDAMPRWAL PRAT APPROVAL (SEE SHEET ANGLES TABLES y� FOR THIS TYPE OF FOR THIS TYPE OF ON SHEET 17 FOR SPACING) SHUTTER SYSTEM SHUTTER SYSTEM SHUTTER SYSTEM ar O 1/4-14 SCREW.OR 1/4-tA SCREW,OR G VTRAC W(TMP) 5/16-24 SCREW(TP) Z UNT TABLES (SEE TRACK MOUNT TABLES •.• OR SPACING) 4',3•,OR 2'BUILD-INS(TMP) ON SHEET 11 FOR SPACING) :r ANGLE BUILD-INS(TYP) (OPTIONAL ALTERNATE � ATTACHMENT) CA z C Y END-RETENTION TRACK SHOWN,OPEN FACE C 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) AND NON-RETENTION TRACKS SIMILAR(TYP) END-RETENTION TRACK SHOWN.OPEN FACE O 5 (SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) � ON SHEET 11 FOR SPACING) W Y s a END-ROPEN FACE \\ ANO NON-RETENTION TRACKS SIMILAR(TYP) `\ •_ nTYPICAL INT.MULLION(OPTION 6A) � INT. MULLION W/BUILD-INS(OPTION 66) � INT.MULLION W/ANGLES(OPTION 6C) _� l QIbRETENTION 6 NIXHRETENTION-NT. FNPRETB(TION 6 NON-RETENTION-N.TS. N.T.S. T/lllllllT N to " 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (SEE BUILD-INS TABLES ON SHEETS 14 TO 17 FOR SPACING) ANGLE BUILD-INS(TYP) CORNER MULLION 0-YPICAL ATTACHMENT OR R.+ ALTERNATE ATTACHMENT) CORNER MULLION 4' 3',OR 2'BUILD-INS(TIP) 1/4-14 SCREW.OR (TYP) � 5/16-24 SCREW ) (SEE 3/8'ANGLES TABLES ON SHEET 17 FOR SPACING) ^B NOTE: 1/4-14 SCREW.OR CORNER MULLION NOTE: 5/16-24 SCREW(TYP) a INSTALLATIONS SHALL NOTE: CORNER MULLION (SEE TRACK= TABLES HAVE A FLORIDA CORNER MUWON ON SHEET 1/ FOR SPACING) y PRODUCT APPROVAL INSTALLATIONS SHALL INSTALLATIONS SHALL ga FOR THIS TYPE OF HAVE A FLORIDA HAVE A FLORIDA m SHUTTER SYSTEM PRODUCT APPROVAL PRODUCT APPROVAL y F S FOR THIS TYPE OF FOR THIS TYPE OF b YF SHUTTER SYSTEM SHUTTER SYSTEM 1/4-14 SCREW,OR 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) END-RETENTKIN TRACK SHOWN,OPEN FACE END-RETENTION TRACK SHOWN,OPEN FACE + 5/16-24 SCREW(TYP) (SEE TRACK MOUNT TABLES (SEE TRACK MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP) AND NON-RETENMIN TRACKS SIMILAR(TYP) ON SHEET 11 FOR SPACING) END-RETENTION TRACK SHOWN,OPEN FACE ON SHEEP 11 FOR SPACING) AND NON-RETENTION TRACKS SIMILAR(TYP) n�TYPICAL CORNER MULLION(OPTION 7A) nCORNER MULLION W/At III MINS(OPTION 7B) /KORNER MULLION W/ANGLES(OPTION 7C) END-.END-. +� EN6 NON-PETBff10N-NIS. END-RETENTION&NON-RErIOMON-N.T.S. F RETENTION 6 NON-RETENTION-N.TS y �O4Y OC Z m SLAT PERFORMANCE a P NON-RETENTION TRACK 1 1/2' MAX)MUM DESIGN SLAT PERFORMANCE (STAGGERED) OAC PRESSURE OF A SINGLE3 NON-RETENTION TRACK Z UNIT SLAT WALL FOR ANY A w HEIGHT ATTACHED AND MAXIMUM DESIGN FOR ANY CONFIGURATION PRESSURE OF A SINGLE UNIT SLAT WALL FCR ANY SLAT SPAN PRESSURE HEIGHT ATTACHED AND F FOR ANY CONFIGURATION al 72' 65 Y 76' 58 SLAT SPAN PRESSURE N BD• 52 SF VERTICAL BUILD-OUT C 94' 48 72' 65 OR BUILD-IN C w 5 2 15 88' 43 76' 5B W asaa3 92' 40 84. 52 1 D 1DD, 34 88• 40 7 104' 31 92 35 IN 28 96' 30 117 25 z 116' 22 NOTE:THE NON-RETENTION STAGGERED SPACING DETAIL _ a 120' 20 SLAT SPANS OR DESIGN OPTIONAL ATTACHMENT INSTAUAT70N-N.T.S. ' WIND LOAD SHALL NOT 'k EXCEED THE'SLAT CORNER MULLION ELEVATION NOTE:THE NON-RETENTION SLAT SPANS PERFORMANCE'TABLES FOR OR DESIGN WIND LOAD SHALL NOT ANY CONFIGURATOR. �' A SINGLE OR MI.117P1E NUlL10N INSTALLATIONS-N.T.S EXCEED THE'SLAT PERFORMANCE' TABLES FOR ANY CONFIGURATION. "1111111110" 11111111 � N c B 75Y o 2- 3' 2' EO EO .. r' — --------- —� "--- -- ---- L I II ti — -- A � 111 —O--O--O�O m -- -----_-- --__ --_ ------ y IL _o__o__0 SLAT LOCK(TYP) o 'III POLYCARBONATE BUR JOINT(TYP) S o SLAT SPAN s pin GROUPED VIEWPORT UNIT ELEVATION., F„v S114E OR HLILTIPLE UNIT INSTALLATIONS-N.T.S. Z O TYPICAL VIEWPORT WINDOW DETAIL W W GROL.PED CONFlGltlUT1011 SHOWN ALTERNAT010 SIMOM-N.TS. Q C> =Z� ms's 0.0115” LLJ MEN TORT SLAT PERFORMANCEE]O = i B POLYCARBONATE WINDOW 10'MIN.b'MAX.LENGTH O g 2_3 END-RETENTION TRACKS ONLY ZE ++ MAXIMUM DESIGN PRESSURE OF A NOTES: TENSILE HELD STRENGTH ASTM D638 9.500 PSI a SINGLE UNIT SLAT WALL FOR ANY FLEXURAL STRENGTH AT HELD ASTM 0790 13.400 PSI OO FLEXURAL MODUIus ASTM 0790 345,000 PSI r,HEIGHTT ATTACHED MATH 1'X7 NOTCHED ROD ASTM 0256 17 FT-LB/IN �O POLYCARBONATE VIEW PORT 1.438' SMOKE DENSITY ASTM 02843 64.51 MAX o t]C RATE OF BURNING ASTM D635 C-1 CLASS Z 1MNDCWS FOR ANY SELF IGNITION ASTM D1929 980 F W CONFIGURATION TENSILE STRENGTH AFTER WEATHERING ASM D638 8.840 TENSILE STRENGTH BEFORE WEATHERING ASM 0638 8.BB PSI SLAT SPAN PRESSURE SPECIFIC GRAVITY ASTM D792 0.043 LB/IN' .u.) - i SF)J g 0 120' 100 pL IN 99 C 132' 97 POLYCARBONATE VIEWPORT WINDOW 13S' 94 SAWC INNOVATIVE P ASnC LE M 103 RESIN-SCALE 1:1 N S J� 2-6 144' 91 Q aN150' B6 W p 156' 81 k n 162' 77 0.375' 1.000' Y 188' 13 0.410' WINDOW ow SLAT LOCK(TYP) 174' 69 CuTOUf 0.125' SLAT SPAN 180' 68186* �:b 0K j� ALTERNATING VIEWPORT UNIT ELEVATION 192• TE eo 12 2ose2 _ I _ 198' 58 SINGLE OR LTTRE UNIT BWAUATIONS-N.TS. NU p ' 55 i I yl 48 F 0.203" 0.191' ,AL NOTE: FOR ATTACHMENT DETAILS SEE SHEETS 2 THRU 7 NOTE:THE VIEWPORT SLAT SPANS OR DESIGN WIND I \\ LOADS SHALL NOT DTC®THE"VIEWPORT SLAT 6063-T6 ALUMINUM 58MM SLAT II7IIII LIL PERFORMANCE'TABLES FOR ANY CONFIGURATION. FNFrRETENna+vlFYm Ts T xAF I L. CV CO N00�maa��s� g gn��$ N _ _ g $SfCS�dtd3�2i w E'tn7Youa822 N m A VF7� $aTs �rsasa: sN� am gl19m� s�$m " _ N m • • ti -1 . ���a��§a���a��E?Tat'saT's�ts • ��sa���N�������_TstraU�s € � �'ffi �E?Ts� as"s�'ss>us f � �>' ii �ssas N0 Wim" sLq sm c g ��� m>n�t mSnN •mo$� �� 99pp o m yo m mfi p O$ $® sn� rkdtio0NUmN �a o ar b iD O 2T aaa a it iq �Kmy— _c z � c - 3E 1E W .: a z z K-1 4K �' =�� _� egg o � 1.1.11 Tit2 • H^i NK�Sit a tNn.n�o�� m 3 R H A m x m �_ uu'uau oS� 2 y y .mom r.�ooER iA r C o� �m y0 N O F8 Ll IL j cti;`;a 9 _ DATE REAM �^ Engineering,L 58MM BERTHA A41SA ` x unc tsa aamons 9* m =«-. END RETENTION I NON-PMNTION CF •w,orle,p.a torr eea Proleogm' It ar wntanwoti ratan:amu ` ZZ= .lo��uPl ROLL-IP SHUTTER SYSTEM " . �. ♦ DRAWN(f!: SflyE: PRQI.�: wEsMWS W&tM PAW WAM fl.D401 o� � 1 /17 TKJ US 17-0401 %�:gym..��OMt.Nt.Om= ' z m F o _ _ _ _ _ _ _ 0 o N88�.gbbb bb ' og� `�• c z =a z 0 m2Sti : 21�8NU8N�� �>gm � l� b$r� � c m� i p c $gym g � zs e2s2� �r� � �az �at �N�� ssss�sU`P ���� gR ga� � � m � z m m � z3 �o z s p� i �oa"2 o m ?o m c g v x z mrc� �m m z n .�`�►OP1!J�H�JO Engineering,LLC. + DATE NES l058MMBERTHA AS49AN END RETENTION I NON-RETENTION a wmaewnn iare[x asez 'KrnMledps b Yar Bst PraletlWn' . 22 -�" °` ROLL-IP SHUTTER SYSTEM N ��--m- [DRAWN BY: SCALE: PRQI.�: cee•ESMOWS MW-. P"Kiat n,z 7 OA q& O. aOc:800 437 2704,ru:561 Z41 M2 TXJ I NIS I7-W01 9 AYSHMEF.akc ;ONA%.4`4tt.` a TRACK MOUNT TRACK MOUNT 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS END0.RETENTION 8 NON-RETENTION TRACKS END-RETENTION d NON-RETENTION TRACKS END-RETENTION 6 NON-RETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION d NON. RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT DESIGN PRESSURE MLH KITH WALL FOR ANY HEIGHT ATTACHED WITH HALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH OF MAXIMUM UM DESIGN UNIT SLAT CI-1/4'.14 ELCO DRIL-FLEX. 5116'-24 ELCO DRIL-FLEX. 5116'ELCO ULTRACON HFH @ 6.O.C. 5116'HFH ELCO ULTRACON @ 4'O.C. WU FOR ANY HEIGHT N� 6 O.C. @ 6.O.C. @ 4.O.C. 4 O.C. @ 8.O.C. 8 O.C. 4 O.C. CONC.8 HOLLOW CONC.8 HOLLOW ATTACHED WITH @ @ @ @ TIMBER TIMBER 1/8'ALIST 114'AUST 1X6'AUST 1N•AL/ST 1N•ALIST 1N'ALfST 1N'ALfST FILLED CMU CMU FILLED CMU CMU 3X6'ELCO CONFLIX @ 8'O.C. SLAT SPAN SLAT SPAN SLAT SPAN SLAT SPAN 8 PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.M 7 . PSF PS PSF (PSF) PSF PSF PSF PSF (PSF) PSF PSF (PSF) FILLED CMU SLAT SPAN B4' 80 113 114 140 84' 105 135 140 5T 140 129 140 60' 140 128 140 PRESSURE 711 103 140 90' 94 121 140 60' 140 111 130 64' 140 107 132 (PSF) N 96' 65 100 94 140 96' 85 109 140 63' 140 96 114 68' 140 90 114 72 140 qx 102' 60 91 86 132 102 77 100 140 66' 130 84 100 77 140 78 99 76' 132 708' 55 83 79 122 108' 71 92 135 69' 117 74 88 76' 125 68 86 80' 119 114' 51 77 73 113 111' 65 85 125 72' 105 66 79 80• 112 59 76 84' 107 120' 47 71 fib 105 120' 60 79 116 75' 95 58 71 84' 102 52 68 88' 98 126• 44 66 64 98 126' 56 73 109 78' 87 52 64 1. 92 47 62 97 90 132' 41 62 60 91 132' 52 68 102 81' 80 47 58 97 84 42 56 w 83 138' 38 58 56 86 138' 49 64 96 84' 74 43 53 96' 78 38 51 100' 76 W 144' 36 54 53 Ti— 144' 46 61 90 8T 68 39 48 100' 72 34 47 104' 71 y 150' 34 51 50 76 150' 43 57 85 90' 63 36 45 104' 67 31 43 108' 66 Q H 756' 32 49 48 72 156' 41 54 81 93' 59 33 41 708' 62 29 40 112 62 Z� 167 31 46 45 69 167 39 51 77 96' S5 30 38 117 58 27 37 116' 58 .�.Z 168' 29 11 43 65 168' 37 49 73 99' 51 28 36 116' 54 25 34 120' 55 CO 174' 28 42 41 62 174' 35 46 70 107 48 26 33 120' 51 23 32 124' 52 =H 180' 27 40 40 59 180' 33 44 67 105' 46 24 31 124' 48 21 30 128' 49 186' 26 38 38 57 186' 32 42 64 108' 43 22 29 128' 46 20 28 132' 46 197 24 36 36 54 192' 31 11 61 111' 41 21 28 137 43 19 21 136' 14 JO 198' 23 35 35 52 198' 29 39 59 114' 39 20 26 136' 41 18 25 140' 42 =4Y 204' 23 33 34 50 204' 28 37 56 117' 37 19 25 140' 39 17 21 144' 40 u.d 210' 22 32 32 48 210' 27 36 64 120' 35 18 23 114' 37 16 23 148' 38 .- 216' 21 31 31 46 216' 26 35 52 123' 34 17 22 148' 35 15 22 152' 36 222 20 30 30 45 222' 25 33 50 126' 32 16 21 157 34 14 21 156' 35 J � 228' 19 29 29 43 228' 24 32 49 129' 31 15 20 156' 33 14 20 160' 33 CA 234' 19 28 28 42 234' 23 31 47 137 29 14 19 160' 31 13 19 164' 32 i 240' 18 27 27 40 240' 22 30 46 135' 28 14 18 16P 30 12 18 168' 31 Y 2116' 18 26 26 39 246' 22 29 4! 138' 27 13 17 168' 29 12 17 172' 30 252 17 25 26 38 257 21 28 43 141' 26 12 17 172 28 11 17 176• 29 pl 258' 17 24 25 37 258' 20 27 41 141' 25 12 16 176' 27 11 16 180' 28 W 3b 264' 16 23 24 36 264' 20 26 40 tIT 24 11 15 160' 26 10 75 784' 27 270' 16 23 23 J! Z70' 19 26 39 150 23 11 15 184' 25 10 15 1B8' 26 276' 15 22 23 34 276' 19 25 38 153' 22 10 111 186' 24 10 U 192' 25 - �:40 NOTE;THE NON—RETENTION SLAT AND NEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. ' J.' v �iY IN P \\ nnn N � N r N m r O � � f� N �Y� � f�� �Ns & ��SNSCrSwBo g ��4NNgN h m s � � o N6 z n> 26 i y m 0, SSGIttm -� �� N `mew o Sin Ng p m o 3 W N� � S£SN� SSf£v 9 p23mti8S8 D X Z JJJ(cc m? — 023CS:2d � Y£�G& YNN� m �o i mmm�„ a m ns m2; �� U21�8Si� YYkf� P SO om ?4 m o >�, OWN Y21m8NY�� s� SCS� ��Nm 'gS� >o ¢ c " -:n s �� m� }�"SYN mgN� a~s��ssg�>�mUs�,alsss 'ssr� i y o mso o= o$ = p m A g - m21;k�NYN"I2i; 22�9YtSeEssgs cis o 0 m i 'z m ZO= y n C 6 m p ,y g , a m N Q Z Z p O� a2a map s K rn Z p up m n P C n C 6 m o y p y �i r 21 v Y'n v t !J" 9 9z w -8 �'�n i• S y z N .oP o o 12 �' engineering,��[. $8MM BERTHA A s s�� + DATE END RETENTION I NON-RETENTION ox e,��.ma.�n�wnawse�z�i u� '�cr,o�eAp�h var aert vratacum' 21 ��- w„B7. � � u ROLL-0P SHUTTER SYSTEM „Ea WESMOWS MYL,m BECK°ti W7 PHOWL 80D.4322204;FAX:5,Z4IJM2 moi' E• -11 NT.S I7-0401 Mv+6,uRERAK K g q � o � r 4 � ���:�a��a�as,fss�f>:�fass�er�f�sfre��ss:aTg'sS��®� wg� g� m C w O W N i pp pp� A 2 O ��f3. uu�f4 (SSGfS�frN�YurC gyy 4N m = g vR �Z_ gl:]:-� o2j'ts�FK3t2ti4k33�`SSi:StuF6f;v$'�°o�5'm m g Pgg�n� g�� �F" ��xz� g� M:NN�tgtti3� fs A `a o m m c o 0 $f: �' �z�t m= g o�$io :=!m p egg $_6 C1 S § $ �R�$ v$�$$ �5�§$�}�3=$m�$R$$ '6 oy 1>1 m y $ g n T Z o 4 a g=gFlT, N T g $FQ `xyg g� >>�o S2fd f8Gs&�GfS iv LfRSiSRT�o�af3 SP f$f�i8'po�afy-Srn `�si� zoN O N 2 o� p£ O z g va O O F :o aNm 5fr$1 t SL 2!on 9apS�� yo m y0 AG� y zc cL�Aw�adid�3�Y3wfs ttt a o rilyy m N z2Tu431!22928fSfSfBNS`^`�T�fffS�biS � o i z -1 J. qr N Ky�y� y N m y O � � z e���:����f3t;;f>a��fsft;tio�fsQr��o Ngo g� Pmt,' z o c o C x m z p m y A C ;dSIspsWNNt4t4 38fdWW..f83sGi 8 v9;ZIAP,7Cg{Yyn��O m n R®R Z d�:�2t�2t�tYis W,btiatSzt tAnsf1;39e 93 N R 1J0vNa0i � Enyineeriny,LLC. WE Rvaats �3 x�m�: %MM BERTHA ASSAM CE:* Io14 ax"w2� :°� END RETENTION I NON-RETENTION �j O �� ' � W SMOVAM '� 285 ROLL-UP SHUTTER SYSTEM k�a. "(i NIFAMNJ SMUfRA MIEY�SSOCN7NM.NC. �, GATE DMWN NY: SCkE! PROD./: .zea MES7HaUs DWOL•[s Puy Went s4 nai ♦ PHDW-booA32.2204;fAY:561-0/1.0x52 �l 4 /2/I7 TNJ I N.T.S17-0101 rnMeysH�mtrt.axc gee7m1NA551�`�`` m � P ;f;SSS �g o S ~ $y �� ti O = J b N+�3 U 1 N N v te 13 1s E i N r IS N tT•V-N+9 0 T O m T 2 u m 3! y y 2z�ti'ss's6195pq 4 Ksi>4 N o m T S N Z $F n m$z � Z3812�ssSksS 8 9 t t t& �ns0;pg��mm�N��s�ggsg� � ®� Vim. ami o- gc ,A o aft ti z $ m o R s� os gga =�Iq21�&$sas��ssmN ��m-zo ism ms gtY m =gRN �zm_- � Fc R1,a3 �2?�o3�1f4�f3 Ubt£d£tlIT;Sd 8 fFfSs W Z21fr�g' b3T 812 Z oi3 $� — sa o �s m= M rsi�a m� m z m �,t -2 qN��$���=§�ti�ea���,&g$>RN�� g o �; gym. 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P110ML 600452.2204,F0 561.841.0552 'P.E.• 4D�1�17 TKJ I NTS 17-6401 Kyy.ANSHUrrFR,ORG '2j2//1111111155``` ANCHOR(TYP) R (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) 1/4.0 OR 5/16.0 ULTRNCON O 12.O.C. 7��H WITH CAP 1/8•ANGLE(TYP) E 1/4.0 DRIL-FLEX OR BOLT LB (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) ANCHOR(TYP) SECTION FOR THE WALL (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) MOUNT IS SHOWN.HEADER S SIMILAR TO SILL CAN BE 1/B'THICK ALUM.ANGLE UP TO 2500 LBS I • USE WITHOUT CAP OR 1/4'THICK ALUM.ANGLE UP TO 6500 LBS • • . (SEE CONNECTION ANGLE ON SHEET 19) .' Y • 1/4.0 DRIL-FLEX OR BOLT e •_ (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) Q SLAT SPAN — T SLAT SPAN •• SHUTTER SPAN Z O 2 SPAN SINGLE UNIT ELEVATION z=E SPITAF UNIT WITH S70RH BAR INSTALLATION-N.T.S, W r— T�4n W Q 4'crn �OLLJ SHUTTER HOUSING W Z E m—� 18 SHUTTER HOUSING }1 58MM SLAT = O=_ SBMM SLAT 0 W I I STORM BAR �' STORM BAR J (SEE TABLES ON SHEETS 20 TO 22) ; (SEE TABLES ON SHEETS 20 TO 24) W� z 1/8'THICK ALUM.ANGLE UP TO 2500 LBS 1/8'THICK ALUM.ANGLE UP TO 2500 LBS •II 1/4'THICK ALUM.ANGLE UP TO 6500 LBS 1/4'THICK ALUM.ANGLE UP TO 6500 LBS (SEE CONNECTION ANGLE ON SHEET 19)(TYP) (SEE CONNECTION ANGLE ON SHEET 19) LjJ J 1/4Y Oft-FLEX OR BOLT � (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) I/4'0 DRIL-FLEX OR BOLT �( (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) � y1 s ANCHOR(}YIP) C (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) ® 0 9 c a �B ..7 " NOTE: W k • , SECTION FOR THE SILL IS SHOWN.HEADER OPTION IS SIMILAR WITHOUT CAP OR s t ANGLE SLAT SPAN —•�— SLAT SPAN $UT SPAN ' • EXTEND SILL UNDER SHUTTER OR USE SHUTTER PANT 1/B'CAP TUBE OR ANGLE ATTACHED WIT 1/4'0 SELF-TAPPING SMS O 12'O.C. b f 3 OR MORE SPAN SINGLE UNIT ELEVATION ;_ $ SINGE UNIT WITH sTORH BARS u6TAu Anm-N.T.S. (SEE 5/16'0 ECT ULTRA LES ON O: ` BUILD-IN SECTION (SEE CONNECTION TABLES ON SHEEP 19) _': _= E r DRN BAR TNsruunoN•N.Ts. B_UILD-OUT SECTION _ - -/, .. S1ORN BAR INSTALLATION-N.TSL s 9, ; NOTES: • STORM BARS CAN BE USED ON MULTIPLE UNIT INSTALLATIONS ll- • STORM BARS CAN BE USED TO REDUCE MINIMUM SEPARATION TO GLASS SII NU L L h11 2d STORM BAR LEo-TMS� 6d ,N, (SEE TABLES ON SHEETS 20 THRU 22) Y" 1/8'THICK ALUM.ANGLE UP TO 2500 LBS SHUTTER Not 500 I 1/4'THICK ALUM.ANGLE UP TO 8LBS (d I FOR I (SEE CONNECTION ANGLE TABLES ON THIS SHEET) 0. CLARITYd 1 j OPTIONAL I 1/4Y DTIII-FLEX OR BOLT(TYP) O� I INTERIOR LEG (SEE CONNECTg1 ANGLE TABLES ON THIS SHEEP) ATTACHMENT 1/4Y,5/16'0 ON(TY (SEE CONNECTION TABILES ON THIS SHEET) 7, �Ra yy-a ---- --- --- --- — -----—————--- OO 0 .$ 0 ® ------------------------------- - Q OR 84 `$• MIN. SPA 10d i ld(TYP) L1/4'0,OR 5/ '8 ULTRACON O ORTN. �/ 12' 18 N.. O.C.BETWEEN NhP � N OPTIONAL FILLET ��?ta'�f( �� BUILD OUT SIWHEADER CONNECTION W z !( `9-`�• o1maNAL STORN BM OV$fALLAnoN-N.rS, m 401 BUILD,OUT SILLIHEADER CONNECTION CAPACITY UOAC 7 CONCRETE B FILLED CMU HOLLOWCMU HOOD DESIGN LOAD ANCHORS REWIRED OESIGNLOAD ANCHORSREOLIIRED DESIGN LOAD ANCHCRS REWIRED ECG CONNTION ANGLE LBS EACH ANGLE LBS EACH ANGLE las EACH ANGLE z sroRN BAR INSTAAnoN-N.rs 1690 3 1I4'ULTRACON 1060 3 1/4'ULTRACON 900 3 19'ULTRACON ••. 2520 1 1/1'ULTRACON 1400 4 1/4'ULTRACON 1200 !1/4-ULTRACON NOTES: 2080 2 5MV ULTRACON 1290 5116-ULTRACON 1770 3 5H6-ULTRACON S 3120 3 5716'ULTRACON 1720 d 5/16'ULTRACON 2360 1 5116'ULTRACON SEE STORM BAR CONNECTION CAPACITY TABLE FOR REQUIRED ANCHORS,USE CENTER ANCHOR SPACING AND LOCATIONS WHEN REQUIRED. 1160 15116'ULTRACON 2150 5116'ULTRACON 2950 5 596'ULTRACON • SEE STORM BAR END LOAD ON MAXIMUM DESIGN PRESSURE STORM BAR TABLES FOR THE REQUIRED 5200 (5)5116'ULTRACON 25BD (6)5116'ULTRACON 3510 (5)5116'ULTRACON C MINIMUM CONNECTION CAPACITY - 3410 5116'ULTRACON 4720 8 5116'ULTRACON IE c� C p� CONNECTION ANGLE CAPACITY J2REWIR® W baa CONCRETE 8 FILLED CMU HOLLOWCMU VAOD 118'MIN ALUMINUM 114'MIN ALUMINUM ! DESIGN LOAD ANCHORS REWIRED DESIGNLOAD ANCHORSREWIRED DESIGNLOAD ANCHORS REWIRED DESIGN LOAD ANCHCRS REWIRED DESIGNLOAD ANCHORSREOUIRED LBS EACH ANGLE EACH ANGLE EACH ANGLE LBS EACH ANGLE EACH ANGLE 1260 1 1/1'ANCHORS 700 1 19'ANCHORS 600 1 19'ANCHORS 1320 1 114-14 DRIL-FLEX 2120 1 19-14 DRIL-FLEX 7520 1/4'ANCHORS 1400 1/4'ANCHORS 1200 VC ANCHORS 2610 19-14 DRIL-FLEX 1240 219-110RIL-FLEX :b: �� IA.p•-• 2080 1 916'ULTRACON 860 15116'ULTRACON 1180 1 5t6'ULTRACCN 3960 (3 1/41!DRIL-FLEX 8380 3 114-14 DRIL-FLEX =_' �' 1180 Sib'ULTRACON 1720 (2 5116'ULTRACON 2780 SHS'ULTRACON 1210 1 114 THRU BOLT 2500 1 19 THRU BOLT _ ,_ 2020 1 3I8'DROPIN 2580 3 916 ULT IA20N 3510 3 S16'ULTRACON 2480 19 THRU BOLT 5000 2 19 THRU BOLT = L.I 4040 ( 318'DROPIN 3440 45116'ULTRACON 4720 4 5H6'ULTRACON 3760 2 318 THRU BOLT 3760 1 NO THRU BOLT ••, ,fL . �0Q 1/T1111111 N MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE CF A 2'X2'X114'STORM BAR 6063-T6-2 SPANS 2'X3'X718'STORM BAR 6063-T6-2 SPANS 2'X4'X1I6'STORM BAR 6063-T6-2 SPANS 2'X47118'STORM BAR 6063-T6-2 SPANS AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR SPAN WIOTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WOTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WDTH LENGTH PRESSURE END LOAD DEFLECTION UP TO UP TO PSF LB) Y IN UP TO UP TO PSF (LB) Y(IN) UP TO UP TO PSF L YIN UP TO UP TO PSF) (LB) Y(IN �� Y 42' 140 766 1.2 42' 140 766 1.0 66' 140 1203 1.1 54' 131 1658 1.0 _ /8' 140 875 1.5 48' 140 875 11 72' 132 1238 1.1 fi0' 1D6 1491 1.1 54' 140 984 1.8 54' 140 984 1.4 78' 113 1148 1.1 66' 87 1346 1.1 ' 60' 117 914 2.1 60' 125 977 1.7 64' 97 1061 11 72' 73 1232 1.1 66' 96 825 2A 66' 103 885 1.8 �, 90' 85 996 1.1 u, 78' 63 1152 1.1 30* 30'7Y 81 759 2.8 7Y 87 816 1.8 98' 74 925 1.1 84' 51 1063 1.1 18' 67 680 3.1 78' 74 752 1.8 102' 66 877 1.1 W. 47 991 1.1 a e4' 5< 591 3.4 84' 56 700 1.8 108' 59 830 1.1 02 47 923 1.1 90' 90 U 516 3.t W. 56 656 1.8 71/' 53 787 1.1 107 37 885 1.1 96' 36 450 3.4 96' 49 613 1.8 120' 48 750 1.1 108' 33 835 1.1 42' 140 919 12 42' 740 979 1.0 66' 131 1351 1.1 48' 140 1750 0.8 3 48' 140 1050 1.5 48' 740 1050 1.2 72' 110 1238 1.1 54' 118 1659 1.0 51' 120 1013 1.8 1' 129 1088 1.4 78' 94 1146 1.1 60' 95 1484 1.1 60' 97 9D9 2.1 60' 104 975 1.7 84' 81 1063 1.1 66' 79 1358 1.1 36' 66' 80 825 2.4 36, 66' 86 887 1.8 1, 9D' 71 998 1.1 1, 72' 66 1238 1.1 72' 68 765 2.8 72'E 72 810 1.8 96' 62 930 1.1 78' 56 1138 1.1 H 78' 56 683 3.1 78' 62 756 1.8 102' 55 877 1.1 84' 49 1072 1.1 t 7 84' 45 591 3A 8P 53 696 1.8 108' 49 827 1.190' 42 984 1.1 90' 37 520 3.4 90' 46 647 1.8 114' 44 784 1.1 96' 37 925 1.1 Z W. 30 450 3.4 96' 41 615 1.8 120' 40 750 1.1 102' 33 877 1.1 42' 140 1072 1.2 47 140 1072 1.0 1' 112 1348 1.1 42' 140 1684 0.7 H 48' 130 1138 1.5 48' 140 1226 12 72' 94 1234 1.1 48' 135 1856 0.8 41 54' 103 1011 18 54' 110 1083 1.4 78' 81 1152 1.t 54' 107 1655 1.0 60' 83 908 2.1 60' 89 973 1.7 84' 69 1057 1.1 60' 87 1495 1.1 66' 69 830 2.4 66' 74 890 1.8 90' 60 984 1.1 66' 72 1361 1.1 42' 72' 58 761 2.8 42' 72' 62 814 1.8 42 W. 53 928 1.1 66' 72' 60 1238 1.1 Z 78' 48 683 3.1 78' 53 754 1.8 107 47 BR 1.1 78' 51 1110 1.1 ... 84' 39 597 3.4 B4' 46 704 1.8 108' 42 827 1.7 84' 4/ 1059 1.1 Fy ' 90' 31 509 3.4 90' 40 656 1.8 114' 38 790 1.1 90' 38 980 1.1 Li 8 a 96' 26 455 1 3.4 96' 35 613 1.8 120' 34 744 1.1 96' 34 935 1.1 J C g 42' 140 1225 1 1.2 47 140 1225 1.0 66' 98 1318 1.1 42' 1/0 7838 0.7 48' 114 1140 1.5 18' 122 1220 1.2 72' 83 1245 1.1 48' 124 1860 0.8 54' 90 1013 1.8 54' 97 1091 7.4 78' 70 1138 1.1 54' 98 1654 1.0y 60' 73 913 2.1 60' 78 975 1.7 84' 61 1068 1.1 60' 79 1481 1.1 C 6 66' 60 825 2.4 66' 65 894 1.8 90' 53 994 1.1 66' 66 1361 1.1 7Y 51 765 2.8 !9' 72' 54 810 1.8 49 w 47 940 1.1 72' 72' 55 1 1238 1.1 C �yT ` 78' 42 683 3.1 78' 46 748 1.8 102' 41 871 1.1 78' 47 1146 1.1 W a�^.e s 84' 34 595 3.4 BI' 40 700 1.8 1DB' 37 833 1.1 84' 40 1050 1.191 90' 27 506 JA 90' 35 656 1.8 1U' 33 781 1.1 90' 35 984 96' 23 1 460 3.1 1 9fi' 31 620 1.8 120' 30 750 1.1 96' 31 1 930 1 1.1va -T- Y ' b .. .• p44 'O /j/1111 lllllleY NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS G N N O� Z N m D m; m �N m°1rnp 0 D Rig N Pr �'J ER N -T o m ��T g -i O O S N i a��NasxsgNaa�� �ascga�gse� aascgN�sg�� a$sco H .O m Z N m m N C_._._1 41 Z mmmmmmmm mm �=iS mZi O Nyy Z V Z A oo�^�ct N 0 U854 gSalsu!gwsesaU= �3gsm. 9'sggsa:a��ggg 4 mm �� Z~ F m D ym N Z tr N s N 2 n; vg� g� � ooh t; x ������$xm�ag�mNaars��a��Kaa�mtiaa�mNaa���o��$� 0 y�y p N Z_ggN s2 a v-rgsg ��o�uvggo�NN�] , C 2 y LJ m m D A m Olt jom, yo' wi.,o oz��N _ti m `,``111111111/III'' S�T,y A49SA ah saes En ineerin ILC 2� �' ° �� �BMMBERTHA � * � -- '�,x�a°" 3m END RETENTION I NON-RETENTION 1 Qrns�oF/J aumaa a u &a a a�msm mnrmm a socHna1e°la 1°rrr ' ,ATE: arm s,: 5� �,. : ROLL�IP SHUTTER SYSTEM i =_._._.Ell Pte .ti mow, 0/2/17 1KJ US 17-0401 PHONE:500.432-2204,rte561,841.0852561,841.0852: ,. ,.oass ww/usHurrtrt.avc � D C 2 X_ A T A N 9tzi8 tit a; Sio'fu'tYS>�v��;ONt�S m ti p Yl m a >N> p�Z < N 2 yy11-1117 H my; 2 A ;g op�N i l( H' SgYmNS;RSCm.a.,$���NE;$SCAN„j�S4�m.;ZS��mg,'v„'�$YmNS��7Cy��v��+� 0= �c s; v �o2- g gigm I N I z mp N D 2 I > C 2< 2 S -Hrcm2 D O N W" i"dIit9!ZZtsLJ, OYSS-1N8s5pi:SSi}SfG&'8", �`mo S! 4N$� m D s N G to 0 Co m N Z�C Jg y O S � X N v m N �i�i um sm S o�� X m m N m D m min a m Nb�o a inm OZ ; 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