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HomeMy WebLinkAboutProduct Approval, shutters i Florida Building Code-Online ry i:'r Page 1 a O BCIS Home Log In User Registration �' Hot Topics f Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search { Florida Product Approval USER:Public User EP" sbzre ;Un . Product Approval Menu>Product or Application Search>Application List>Application Detail i ;o�R FL# FL17080-R2 f '4, rt Application Type Revision Code Version 2017 h e Application Status Approved t ; � y { ss Comments Archived G Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 �y edh@foldingshutters.com S ' Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage f Address/Phone/Email 7089 Hemstreet Place t1 West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com fi a Quality Assurance Representative Ed Heritage ,Y Address/Phone/Email 7089 Hemstreet Place w_ {z West Palm Beach, FL 33413 (561)209-7675 edh@foldingshutters.com tr f' yr Category Impact Protective Systems } k Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed �r 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 f�J Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 fr Validated By Troy Bishop, P.E. F%i Validation Checklist- Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17- 4:R 0725.0 O.PDF . t Referenced Standard and Year(of Standard) Standard Year http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rlZ%2flcUcN... 12/13/201; Florida Building Code Online Page 2 o. TAS 201, 202, 203 1994 iF `., Equivalence of Product Standards Certified By ia3 � Sections from the Code _ ry • Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 ,_ y? Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 ie A. s a v enc .a lmmatry offP6 oducts l __.z. _�_. xr _ z �,_ r3 r r r. r. � '� � °, b�,�: }.:...�.r_r,'�,. nModel,�lumbeiror7Na_me ,:T= •,.x Desclription,. �..y ��`_.,�r_ _,:*._� �..,:.. .._`?. >; � � _ "p 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 q #17-082) Limits of Use Installation Instructions a Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG 17- Approved for use outside HVHZ:Yes 082.PDF ` Impact Resistant:Yes Verified By: Walter A.Tillit Jr., P.E. PE-44167 Y Design Pressure: +160/-160 Created by Independent Third Party: Yes S. I Other: Max span is 12'-0"for+46, -46 p.s.f.A.S.D. design Evaluation Reports 4P, load and 5'-2"for+160, -160 p.s.f.A.S.D. design Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17- ,� ` Y 0725.01 DRWG 17 O.PDF 5 z� Created by Independent Third Party: Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 x i The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850,487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to ?' w +, 3 supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: i RE M S� S j Z Credit Card • ,j r { } .safe 'r. I I I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rlZ%2flcUcN... 12/13/201; I r I Castle Impact Windows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 1862 Or Martin Luther 14ng Blvd Riviera Beach,FL 33444 800.643.6371 Property Information Building Information FOwner: BIERBACH,CATHERINE Wind Zone: 160 MPH. Address: 7307 ELYSE CIRCLE Exposure Category: C PORT SAINT LUCIE,FL 34952 Minimum Building Dimension: 40 ft. Mean Roof Height: 20 ft. Risk Category: II Design Pressure Calculations OpeningLocation Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(f) Pressure Pressure(psf) 1 -- End 73 87.5 7 32.1 -40.7 2 Int 48 36 7 35.1 -38.2 3 Int 214 84.25 7 29.7 -32.7 _ .............._._....__._.............._._----.._._.-....._...._ . _..__._....._._...___........._..._..._.__...._...-_ .... ....---........_......................... ._._...... ............._...._..._..._..__...,_._._. ...........__-.........---.._.......__ . . . __. __....___..........._...-_ --...........-.............. _..-__..... 4 Int 110.25 83.75 7 31.3 -34.3 . ._ ... __.._.__._................__.__.-.._..........-.........__........................____._ .............. .. ......... .__......._...__-.. ......_...__... ........__..... . 5 _...__.._..._Int..................._..............-.............,..........48.25... .................._............._..............................._60..._..._......._........... .. 7 34.Q_._...._._..........................._......__..............._3.7............................. ... _......................................_. 7.0 6 ................................_End............._...._._....__......_....................84.25...._............................................................_71.75 7 32.3 -41.0 _...._................�.._................_..............32.3___............................_.._....._._..._.................. 35.4..__.............___ Int 72.75 80 7 _ _.... ............................__._......................_........._......._...._........._....._.....__._._......................._...-_.._.......................................__............_........_.._..._........._............_..............._....._............__._........................- ____..___......._.._.........--.._..._....__....._............._.............................................__.._......................--------..... 8 Int 24 35.5 7 35.6 -38.6 Prepared in accordance with:ASCE 7-10,Chapter 3o.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page I of I Customer: BIERBACH WorkOrder Number: 07222019009 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -40.7 73 87.5 88 90 86.75 9"o.c. 9"o.c. 2 -38.2 48.5 36 62.875 41 37.75 9"o.c. 9"o.c. 3 -32.7 214 84.25 238 86.75 83.5 9"o.c. 9"o.c. 4 -34.3 110.25 183.75 112.25 86.25 83 9"o.c. g"o.c. 5 -37 48.25 60 64.5 65 61.75 9"o.c. 9"o.c. 6 -41 84.25 71.75 99.5 76.75 73.5 9"o.c. 9"o.c. 7 -35.4 72.75 80 88 82.5 79.25 9"o.c. 3"o.c. 8 -38.6 24 35.5 35.125 40.5 37.25 9"o.c. 9"o.c. I I . 1 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'Y TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4.0 CRETE-FLEX,AS MANUFACTURED BY TIW/BUILDEK. INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, OR 8 14 NOS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (HVHZ) & 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 DIRECTIONALITY FACTOR NDTES, Kd-0.85, 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 814 NDS WOOD SCREWS OR REDUCED TO A-S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (AS.D.) 1/4.0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C1 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 IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 TL INCREASE IN PENETRATION INTO WALL FINISH SMALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. ALLOWABLE STRESS FOR WIND LOADS WAS NQT 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 814 NDS HOOD SCREWS OR 1/4-0 NDS ----OF FASTENERSINWOOD. 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.I.), HURRICANE TESTING LABORATORY(H.T.L) &AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201• MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 All 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 G)&®SHALL BE f 10 Y 3•, 410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'o IIW BUILDIX TER SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 kei 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 0.1) MINIMUM EDGE DISTANCE OF TIW BUILDIX TEK SCREW 1•. FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy-25.9 k3L. 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 IIW/BUILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RNETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL B. 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 A1SI 304 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 BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NATE: 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,IS MANUFACTURED BY I.T.W. BUILDIX,INC.TO MIN. f e=3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALT.BE PLACED FOR EVERY OPENING. - 1/4'0 r 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOUR SET ANCHORS TO MIN. Fc-3000 psi. 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.f'c-3350 psi. il. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED W THIS DFNWINC PLUS ANY NQIES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. AI) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEx INTO CONCRETE 15 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(E0.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT: i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/87 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. A.3)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 Al &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. USET OF THE HIS LATTER ENGINEER SITSPECOF FlC DRAWINGSAR RS DEEL GATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDEX, INC. - 1/4'0 Y 3/4'SOUD SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. (ETHIS 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 R. 1L Bim'MIINIMUM EMBEDMENT DISTANCE 1/4- SHALL BE aCHORS PER SHEET 130 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. AL1{{IIP�'� �/r•�- EMITS ITHIS N THE ONLY FLORIDA OBTAIN] AAA vC ENsL'.' 8.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK UNIT.NO A ` FLORIDA BUILDING CODE(High&Non High Velocity Hunricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG O.44187 ? mm+71am0 RIG. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN 9r' MINIMUM SHOULD STUCCO EXIST AND 1• MINIMUM FOR WALLS WITH NO STUCCO. * i Y.L B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, IT o7/eo/17 ANCHORS SHALL BE LONG ENOUGH.TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE _ O ' IL E C O Uwe. FOLDING SHUTTER CORP. LWTc SHALL BE AS INDICATED ON NOTES 8.1 & B.2 ABOVE. A ING SHIPEtf MACE 3', a r A1' Tm R a. L. !E%wmm ANO COMPANY \av 11 ems�.aen.a sr Tal.wmw wm0¢n atm WEST PALM 5004.FL]S{q r 17-082 .Lw1mA-Is+lPK'teao-9AFs7TL �NaL G me® D_9.eom -ld&9.0ft wm ORAnNO Ne '1 L WALRA A.TILLIT Jr.P.E. _ 1-1 +'P.E.SIX0SILNATURE/OATE FLORIDA Uo./NI67 uD IFm. nqo f aSHEET 1 OF 13 z• � r I low— .875' om• .875' Seae' R d7l c% 1 ��'J'I �a.sm• e a y �I.0.Te•� �'• I �., . /-11.1' V. �• i ,� Rru• Atr N 1.N1- - t3eti A I' �Ii � ' �' - -� sar• � L.�-...ur .n.• � � see )aa°- 1 SLAT �f�Y� Tp ��yt�� '' •—, -. --- --(To 6063-T6 AL _ ® SLAT WINDOII ©+rte © jr'j,/ I •�r.ase•—� (TO BE US INSTALlAT701IS, 6063-T6 ALLOY 6063-T5 ALLOYMAY 75 ALLOY DETAIL OLNDE PE 3) JO AS PER (TO BE USED ONLY FOR INSTALLATIONS ® O P C 6 -T6 ALLOY JO FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING -76 ALLDY SEE COMPONENTS 20, 21 &22 ON SHEET 3.) Saw' wl• ..ns• —zur, �z.¢ve•� • �I,D64'�1 E7M• Sar' 20Ir• osr I .rro• ^�• I—r.ocr•��.wr I-- .rm• --I R .rze• .157—{ 'fa0• 3 .aw• oao' F I •�L.1 8 .)ao- `+ a 3 �. - $ Mj' .aw• • N .oar. g �I.ra7• .0a,1' :09 = I - I 7 .4060- .72S'- a715' e)•zna• zsv © R" MAX, B.O. ® WALL HEADER � �j�� ® CEILING HEADER ® BO 11 ® 0 C E 6063-T5 ALLOY TRACK LOY ALLOY 60 6 ALCOY 6063-116 ALLOY s7o• �znva• r � t2 COMPONENT a b t1 t2 q sJre j I I 13 2• S• MAX. 0.125' 0.125' i .orr .030 N 7 j � .wr• � � I � z- a•Max. o.zs• o.zs• $ $� .oaa• I I I , a I Q 1• 2• MAX. 0,062• ....21- (W ...2'©1 ALT, BOTTOM TRACK ADAPBOTTOM RAIN GUARD © J ALUMINUM ANGLES ® RAIN HOOD 606.3-TS ALLOY 606J-T6 ALLOY 6063-76 ALLOY -T6 ALLOY ALICO�IPONEV TS d � y .•± .1t,r1�•„ L FLORIDA BUILDING CODE(Nigh & Non High Velocity Hurricane Zone) - i mQ017 TILTELO INC. 01bNH er: ++ •'•,,' = TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ■.L JAS I ; u 3/8"0-1 B ACETAL IL E C O tpo. FOLDING SHUifER CORP. 07n°"' 8 LOCKING TUBES• '— a\TE THUMBSCREWS ++ TI Nr.1'in S�Sx w;N.-M.°a nva)lee t� 17-082 FOR & AT CORNER POST �.: . •tm>a7,_,>„ P:,eaa t m-e11, O ' Q+ <4 .+ .—maa:ea,.co9aoLaam ...ra x grhuM.acm 0 uvNO Ho 6063-76 ALLOY Icor f. ORID,,:•'� ,1 EB-ODW719 28 112•LONG WATER A TWT Jr.P.E. orre.r,n rrt a..r ��l1Fi10/Sl�a ,JANE TIOF,IDA Lia/41167 oo,►a. mAaA) s SHIET 2 of 13 I I � c W ee /i i 1%4''ays or P HOLES TD e,4u17o,I mTRx7tR. ,I, Eil. SPACED EDie O"O / N%eUART V I �--t/J�p 2-CUP EACH SIDE TABLE 1: SOURCES FOR & iOQO DIRECTIONS. t + \' Cy OF WINDOW(SEF TABLE 1) x SLAT'S I 0080 Jnr p/ ! SLAT'S n.c1 FS' \ TYPICIL PROPERTIES SAWDARD SWC lMOVAME <KNUCKLE—,ITS 00 8 00 � KNUCKLE-�J � REFERENCE MUU/SCIENCE NA41C Z ) �\ OQ �) �! i I YOU RESW O00O ( 2�) UCAUKROLON JT LDM i I mrVclr•� 00000 0000 O - .. I WETWNG O�A SPEC87C GRAVITY ASTM 0792 0.043 lb/190.043 Ib/in 0000 WINDOW �- ` MECI' ulrw 9� I rtA�Fu4 cw_� TFT6RE YIELD STRENGTH ASN D6389.400 P n.i. 9.500 P.S.I. FLEXURAL STRENGTH AT YIELD /STN D790 12,500 P.A. 13,400 P.5.1. FLEXURAL NODULUS ASN 0790 340,000 P.a.i. 345.000 PSL Z QQ3 I t RH+J�RIO \� SNAP-IN END 1MP.ACL, P 1.000 I m- ! OF WINDOW/27oTTOM NOTCHED Q00 ASN D256 18 FT-Ib/In 17 FT-Ibrn $s g MAX. s (SEE Q Z I a SC i TABLE 2J CLU ! SMOKE ODLSRY ASN 132843 47.2 X 645%NAX RATE OF BURNING ASTM D835 C-1 CLASS C-1 CLASS 1 1 S ^1 SELF IGNITION ASTM 131929 1040'F 950'( y �SLAT WINDOW �i1 I I SLAT WINDOW 0.060•THICK 11RAltfEBltlG: A5T11°153 U Z I U S I •( POLY(NIBONATE WEIWNC TENSILE STRENGTH AFTER WEATHERING ASTM 0638 9302 p..L 8840 Z W i 2 N I WINDOW(SEF TABLE 1) TENSILE STRESS BEFORE WEATNERMG ASN 0638 8461 P-L 8860 P•4•T. Z 1.000' I 2No —AMIX,(2)WYNDOWS MAY BE IN ONE SEAT SPACED h OD I I h I A MINIMUM OF 24'APART WITH 12'MIN. FROW i I ENDS OF SLAT TOP&BOTTOM. TABLE 2: SOURCES FOR -®SLAT MUST N E INSTALLED A7IVACENT I,., _—�AaarXW TD CENTERPIECES 4 ORa, AOR AT CORNERS OF PRODUCT. N}g2 MASVR TOO °O WY DIPAGIL PROPERTIES STANDD MAC/NITON A o° RAGE O°OSAT ND2wryO EaDON) PHYSICAL K � A9PEC61C GRAITY ASTM 0792 0.042 Ib/m' UCXLI� O8O WEMNW (TYP) I p (rvP) File TENMLE YIELD STRENGTH ASN D538 11.500 P.5.1. 0000 (J)ROWS OF I LwX/Mn `� $ .—, �`A—, FLEXURAL STRENGTH AT YIELD AST1L D790 15.000 v.u. OQ O i 1/4'A HOLES I I� a—;��l FLEXURAL NODULUS /STY 07813 430,000 p.a i, I p FA SPACED + 1 `lTfy—J-Jr-.I�' yII(�iJF>•l�Lj1T,]fJT "OTCHE :rMtt y.MANC[ I .T/B•APART ,r MN G ate• NOTCHED'QOD FS'TN D238 0.8 FT-Ib/in TP NAT6PT /N BOTH Ia NAT69TTW a TIFRYAL PR'FrR m: 6oa5 DIRECTIONS. tSX:I ax+P• PpAP- COEFFICIENT OF THERMAL EXPANSION ASN D696 5.5.10�1n/in-T FLAU UJIY UL 21 2—M? Q SNAP--W END CLIP MELTING TEMPERATURE ASTM D3418 500 T NOTE - TO BE USED AS AN OPDON FOR ALL INSTALLATIONS ® SLAT WINDOW ELEVATION UNDER LARGE MISSILE.A(AY INCLUDE PERFORATIONS As PER THIS OCTAL. TYPICAL lA SLAT WINDOW DETAILS -A(AAL (2)I47NDOWS 641Y BE IN ONE SLAT SPACED NIH 24'APART(MAX. EVERT'113 SLATS). VIEW/NG WINDOW & X21) . 2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE (t)SLAT WINDOW ELEVATION FLORIDA BUILDING CODE (High k Non Nigh Velocity Hurricane Zone) (LARGE MISSILE IMPACT, A1_ NIT.44167 ®2017 TILLED°W. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM �� IL E C O�I(IG. FOLDING SHUTTER CORP. 07/20/17•� DATE �T TINT TESTING 6:ENOINEERINO COYPANT 7069�T PLACE�_�'C.S•,p (dK ��, 6135 H..>a ti a N. L/�DDNIVAAL e�.`y-(4�T•'' ww.:Qa-t)eQta-: wmNPA 9umos M1 311we6DtG,rt JJ 43 tnP, n N PIL I8013-ES0-6f 17-082 Roocmf..ii, w EB-0006719 WALTER A TR11T Jr.RE F . •P.E SENfEIQA111RE/011TE LOi0D4 Lie.144187 m/ay1T1 1 SHEET 3 OF 13 z 1 2 3 4 M 5 6 7 7A B , (7), f 8 (C fig1 0+ al " I A /-02 or 03,1,/ ,103,1 C6 . OR 19) 5 lJ (2) M � w W 2 7d z USE (2) AT 30"O.C. FOR PANS + 15 X20 • NOTES ON @& LOCKING TUBES AT© Li UP TO 99' o I.TWO (2) Qj1'.SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED 6�AT 30'O.C. AT 30' O.C. FOR SPANS UP TO 99'. USE THREE(3) FOR LARGER w USE(3) FOR SPAN LARGEfi SPANS SPACED AT 30 O.C.AT MIDSPAN. COMPONENT MAY BE IVit ^ THAN 99' UP TO tda' INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED CCCENTERPIECES - w I (4)OR D. LOCATION OF©SHALL BE AS SHOWN ON TYPICAL ELEVATION. twit t\ 2. (2) LOCKING TUBES SHAL$ALWAYS BE USED TOP & BOTTOM AT i N mNOR PRODUCTSCENTERPIECES 4 OR 5 AT ALL INSTALLATIONS. LOCKING TUBES M1S (2 B'SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. t SEE LIMITATIONS FOR®ON SHEET:2] I 1 i SEE END CONNECTION DEFAIIS I _ ON SHEET 9 TYP_ FULL HEIGHT. FOR 1��l CONCRETE, CONCRETE BLOCK OR U f . 17 + ,�I , + (16 , H�+ 1 31 , WOOD INSTALLATIONS. (9)+ 10 �+ L10 + (13) , 09 + i11 UNLIMITED WIDTH TYPICAL ELEVATION 46 N. T. S. I46 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. friioaii��J . SEE SECTIONS 4 THRU 6 ON SHEET 6. t� SEE SECTIONS 7, 7A & 7B ON SHEET 7. EP A. Tf( SEE SECT ONS 1W & 2W ON SHEET 10. � I SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. ,t�' I SEE SECTIONS 7AW, 7BW, 8W & 14W ON SHEET 12. •�`Ces •'• FLORIDA BUILDING CODE (High& Non High Velocity Hurricane Zone) No.44167 0 201 TaTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM L E C O EMS. °"ATE �•L FOLDING SNUTfER CORP. WTE -rO••,_O..a,lLf.� �t-�y;. TILUT TESTING k ENGINEERINO CONPANY • ••••• K-0001 TG69 NF16�RELT WALE 17HNVr'I V wf yen a N.�m waw a mexs n a331. tWST PwI BOa+ R auto 17-082 - •• '' 'tfoemaf-nm.r�,(wto,-m, Wit tlD�611-E371 S/ONgL EN6�rt - ®1u B.eom .Tal npNulhnmm DRAWING Na WALTER A TILLIT Jr.P.E. Nfi>•1W e,lf o. nf01I(I0, • P:C^]Eµ/,Ti10Nl1Itl1+E/MTE FLORIDA U../44167 ao n-011 efponf f SNfiT 1 W t3 • t i� POURED CONCRETE— OR CONCRETE BLOCK WALL REQUIRED. OPTIONAL RAM HOOD POURED CONCRETES '/rte. DOISIING NON STRUCTURAL WALL OPTIONAL RAIN HOOD (NON-STRUCTURAL) RED WON TRIM(DECORATIVE HEAD) CCr01FLT1011 C 0.°80.THICK 5.5. (NON-STRUCTURAL) i. (SEE SHEET I]) TROLLER HOUSING 1 (TYP.) I 1 I.°DO' 2.SO0• NTN. 4 ED. •i Y//��/% j/ -'VJl � / (� __�+�-� n• x�a /�//f� OPTIONALi ! (NOamCQidR110N C2 r' MN HOOD 0955'0(TYP.) (SEE SXCET I]) \\ WILD (NON-STRUCTURAL) 010■]'S.S.S.M.S.W/ 0.373•LONG NYLON— W 3/16•ALUM.POP RNETS. G3 _ J/I6'ALUM. •� BUSHING W/A 0.150_- CDM. POP RIVETS. .,, -. i ®15•Q.C. I(:•■a'MAX.) --' ------_ - — I LONG TOP SECDON 0.500' 0.165•.0.270• O 161 O.C. s i'" ' O.D.AND 0.215• TdT AND i0.�• I I/{'a[TW BUBDEK�� 0.223•LONG BO7TOY TAPCON W/ADVANCED SECTION O.J20'O.D.AND �WEATHER / I NIN,SEPAftAIION I THREADFORM TECNNOLCGY I I D.245•I.d. STRIPPING EA POURED CONCRETES TO GLASS OR T/a'0 ELCO I/{•0. I.7EK J .) 58>E( ') 1 or OR CONCRETE (SEE SCHEDULE i Jj Or CONSIRUCf10N PRODUCTS I SCREW OR 1/40-2011' ON SHEET 1]) �� CRETE-RDI W/1 3/a• I S.S.MS WITH NUT @ POP6RNET5, I / 1 h T MIN.FA9FDYEM O 6'D.C. I WASHER O{'D.C. O 15.O.G. Tom/ y POURED CONCRETE I I i �'1 F OR CONCRETE BLOCK MIN.SEA WALL PEOUDIED. ­01 - r •\ TO 1 orDAN SHT SCHEDULE MIN.SEPARATION I GLASS ml POURED CONCRETE 52 !` (SEE°SCHEDULE OR CRN LOCK OS 1 ON SHEET T]) WALL 1 or CHEE v (SEE SM'EET 1�� ; t/a•..I•TEK t w n SCREW OR 1/1/-2D'01• i y �., j �16J I S.S.MS WIT 4' NUC k • g I WISHER O 1'O.C. 1/4'0 Rw BUILOEX /10.3'S.S.S.M.S. S IGS T.w ADVNCED / �:• 1'LONA NTLON BUSHINGS 3 LONTypBOTTOM).AND 3/4 EXCEPT WALL FACE MOUNTING INSTALLATION ..TOR ION I;ZDOCW I I Ts (SEE SHEET 1]) LONC(Typ.TOP),D(CEPT AT ROLLER HOUSING(TIP.) CRETE-`TD` W/1 3/4• I (2'.4'MAX.) SECTION Z H.EMBEEMENT O 8'D.C. I b WALL FACE MOUNTING INSTALLATION OFSACHOR SECTION 1 �' "�'° r-SP CMG- I GROUTED BLOCK REQUIRED J' 1.00D• 2.500 MI (/TIN.1'e�2 Mai GROM OR NIN. EDM j r EXISTING NON STRUCTURAL POURED CONC EIE WALL TRIM(DECORATIVE SILL) !r O ,6 ANCH. SP NO STAGERED §PACING DECORATIVE WALL TRIM TRAPPED D• MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE ,�'�Q��`C AIS(`�� AX p'•, M . A.S.D. DESIGN pSEECEIONC3 +65.0, —so.o PSF & CONCRETE BLOCK Er►F '.r FLORIDA BUILDING CODE (High k Non High Velocity hurricane Zone) SCALE N.T.S. O. ®2017 XTEC0 M ORrur ar: 416] TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M.L. NOTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE 07/x0/,7 ' 9 ZI IL EC O OM1. FOLDING SHUTTER CORP. IRATE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) O IN ANY WAY TO SUR ANY INSTALLATION. ��S p7p'1'�!: �,i TICCIT TESTING![NOIHEEIIINO COMPANY 7010 pay�Rt31113 -.t WS Nw.au. ad m wmlw coma n aT,ee S ONAL E °\''' Tal:16Da-e{3.-6]71 17-082 a—mca: 00067 od.cwn ,.�,fN�gThNlnacom OM1nN0 No EB-OD08719 1 SEE LIMITATIONS FOR ®ON SHEEP 2 - WALTER A TRW JI.P.E.•P.E.SFAL�bNITURE/DATE FLGPoDA Ue./44187 1 SHEET 5 Or 13 1/4'0•3/4'TEALS SCREW OR 1/4'.3/4'_ 1 L BOLTS W/NUTS&WASHER O 6'O.C.'1 0.060•THICK S.S. I ) NIN.SEPAfNTION POURED CONCRETE OR I ROLLER HOUSING NIN.SEPAMTION CONCRETE BLOCK WALL ) I 7p CLASS I._ TO GLASS REQUIRED \�// T OPnONAL RAIN H000 I�-(SEE SCHEDULE ! ' (SEE SCHEGuLE EQ. EQ. ON SHEET 13) or ON SHEET 13) ) or COMNECI"04 �'(NCN-STRUCTURAL) ) (SEE SHEET 13)� Q3 t 'L7 ALTERNATE 3/16'ALUM. m y L I !"VIS NYLON BUSHINGS ALTERNATE 3/16'ALUM. POP RIVETS O S•O.C. I I I I POP RIVETS O S•O.C. AT REM. ( '� j (Typ.TOP)AND 1'LONG(Typ. AT RFAR.1 1 j I BOTiOY),EXCEPT AT ROLLER HOUSING(T1fP.) ��-, w //� (2)NriON I �_ ,r I ,13 ) n 'L% n a •i u ROLLERS ' w 9 ' 9 _ 0 O.B65•P(TYP.) E0.EQ •s j / I ' ' �" ` 5/16' 10'O.C.ALUM. .80T0}iP 51065 ' n 5i 3/1 10.O C.BOm.OTTHH SIDES LEC&ANLS/'ury/ 3/16'ALUM.Poll � EQ. E0. ORIENTATION 1 Lf81 RIVETS O 18'O.C. ala.Y 5.5.S.WS.W/ / 0 3n'LONG NnoN--� W.o.t 6r. / �/ /� �AIIIi J/4'PLYWOOD o �NtN.3/4'PLYWOOD BUSHING W/A 0.150' MIN.SEPARATION 0.270'.0.030' 1/2'MIN. REQUIRED LONG TOP SECTION 0.500'1 TO GLASS ULTRMAB / 8 REQUIRED $ / \\ / 0.o�22M.70 iONc BUTTOY O SSTRIRIPPIINNG D1. ( Or 1/4'4 Tp�-FLEE7R(_� a / 1/4'THRU BOLT w/ (`(SEE SCHEDULE SECTION 0.320'O.D.ANO ON SHEET 13) SIDE(TYP.) w]�1 ANCHORS 6'D.C. / WASHER 8(rrp') NUT O IO'O.C. 0.245'i.d1/4'. ' V t7 s� EACH SIDE. WASTER&R&NUT O 5'O.C.BOLT W/ / 1/4'0 TAPCONS OR (y POURED CONCRETE OR_�• CRETE-FLEX ANCHORS e'O.C. ly CONCRETE BLOCK WALL or REQUIRED , —2'0'OR 2•.5'.1/8- POURED CONCRETE OR 5'.S.i/6'6063-TB CONT. ALTERNATE 3/16'ALUM,_- 6063-76 CONT.ALUM. CONCRETE BLOCK WALL /� ALUM.ANGLE OR SEW PLATE. POP RIVETS O 5'O.C. \ t ' •� REQUIRED AT Ri' I STANDARD COUNTER—TOP MOUNTING INSTALLATIONALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 'o �Y%/iiiJVii.% MA%.A.S.O. DESIGN PRESSURE RATING- +66.0, -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PF. W 3/16'AWY.POP RIVETS O1 MIN.5EPAP/1TIQN R *__1@0,O �10'O.C.BOTH SIDES — (SEE SCHEDULE I � 1 ON SHEET 1J) w� ALTERNATE LEG fool. 1 &ANCHOR C0107ELIRXd .�.t I_EO. EO. I ORIENTATION ALTERNATE i LEG (SEE SHEET 13) �� &ANCHOR / w %l:: S/•r:!•� I ORIV ATION t_T/4Y.3/4'TEKS SCREW W/ i ) POURED CONCRETE OR / 5/8'WASHER OR 1/4'.3/4' fo •1 nil I CONCRETE BLOCK WALL— BOLTS W/NUTS&5/8'WASHER O I� REQUIRED 4* 4'O.C. •i Imo„ "/ g Y BUILD—OUT FACE MOUNTING INSTALLATION I= p p4�L SECTION 4 ; (SEE SHEET 13)1..,,-.%i N .--(L3t iY 1 1/4'0•3/4'TENS SCREW POURED CONCRETE OR�� kR5%4 WASHER O 6SO.C.NIRS CONCRETE B. WALL INSTALLATIONS DETAILS INTO CONCRETE REQUIRED ,r L•1� & CONCRETE BLOCK u �t ou GINSTALLATION 11 SCALE N.T.S. Al. W 0 FLORIDA BUILDING CODE (High 8 Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: ; ?• NO.44167 ®2017 nuEw MC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OR+ILL eR ED. - EDGE DISTANCE X.t. 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING.SHUTTER CORP. 07AOII7 IN ANY WAY TO SUR ANY INSTALLATION. N'. I L E C O INC. DATE o r <IIVQ; TICCIT TI STING![N01N[ERIN6 CQNPANY 7089 HEMSTREET PLACE = �••'•........ ::-.<I N31 NR,]Ln Ts.ILL 293 mttauA L.tApT11l,R ytae WEST PAW BDICIL,R 3341) T SEE UMRATIONS FOR®ON SHEET 2 ���1t:' �e�m4ui'uipMeo�eo L.��omm'tLat PH.1Boo-w-m7t )7-082 ONa1 EN '°'�"9""m`�°" wAnHa b P.,vSEAIr/IJeLLAY11REl/WTE FLORIW Ilu16i' ��r m trot. .LrALn1 ,� Lm SHEET 6 Of 13 T .--•MIN.ED-7 I POURED CONCRETE--� /�I COIfIRTIGN q REQUIRED \ I ! (SEE SHEET 13) 0.060•THICK ROLLER HOUSING �• I �%I ,..,{�OPf10NAl.RAIN HOOD NON-STRUCTURAL) (2)NYLON v /10x3'S.S.S.M.S.W/1/2'0 ROLLERS O.855•0(TYP.) 3/4'LONG NYLON BUSHINGS (Typ.TOP)AND 1'LONG(Typ. _ - - --I - -B - BOTTOM),EXCEPT AT ROLLER HOUSING(TYP.) /10 w 3.S.S.S.MS.W/ 0.373•LONG NYLON—� I I 3/16'ALUM. BUSHING W/A 0.130' POP RNET", I LONG TOP SECTION 0.500' `� f O 18.O.C. 0.0.AND 0145•Ld.AND CONT.0.163•x0.270••0.030' 0.223'LONG BOTTOM ( ULTRAFAB WkiUiE SECTION 0.320'OO.AND I STRIPPING E1.SIDE(TYP.) 0.245' O.D.. I I 1 Or I Tl �or(1Y'P) MIN.SEPARARONHTOGLASS � ,.! N (SEE SCHEDULE 1 NIN.5 .PA TION I y'�� ON SHEET 1J) f\ TO G1A55 (SEE SCHEDULE I I Or V ON SHEET 13) ,AE,t I MIN.SEPARATION 'C7 TO CLASS N 1/4'0 x 1'TEK SCREW OR 1/40-20'x1•S.S.MS WITH (SEE SCHEDULE I UPRONAL PAM GUARD NUT&WASHER O 4'O.C. ON SHEET 13) ' 1 1 Or•S (NON-STRUCTURAL) I \\ ALTERNATE 3/16'ALU5'O.C.M. i OPROfUL PAIL/GUARD AT REAR.POP RIVETSO �� I (NON-SiRUCNRAI) I n 5 e o ,4 Eli ALTERNATE I/16'ALUM. n �(� ALTERNATE LEG I ry POP RNETS O 5.O.C. , LOCATION WITH AT REAR. 0+, o ^ ANCHOR (� •1 3/16'ALUM.POP RIVETS n� ODTIGLRION C'7 / 0/116' O.C.BOTH SIDES `'\ I ! (SEE SHEET 13) ��3/16•ALUM.POP RAM ` -''!k--- 0 10 O.C.BOTH SEES —EO. EO.� EDGE If LAB IF rg@.SSLABAPPDf�ABLE / / // . //i i!�l j/ 5OFPOURED CONCRETE J ! . (6EE SMELT 13) LEO. EO.— %/ POURED CONCRETE \ REOIORED. POURED CONCRETE / �•MIN.E.O.--I REQUIRED I 05 —•MIN.E.D. I •MM.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 7B INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE SCALE: N.T.S. �'IQ�• •••..���✓ .L ya ; '''GEN3'' •.9 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS; Nk No.44167 ®2017 ILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D�BY'. E.D. - EDGE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) }(j OTD/17 IN ANY WAY TO SUR ANY INSTALLATION, 'BTFOLDING SHUTTER CORP. ,L �� '• w,- 7 ,y TILLT TESTING!CNGYN[EiiIN6 COMPANYy TORS H pMSTREEEETRPLACEF( mNwra coma.n alae 17-082aa. 14r1- PIL 1000-643-07t1 SEE LIMITATIONS FOR®ON SHEET 2 ` Ip. trma® o9.nm m.fa�agmulW�.mm DRAMO N. WALTER A.TILLR J..P.E. A E� aIMURE/OATE FLORIDA Ua 0 44167 n/aM SHEET 7 OF 13 f POURED CONCNflE OR GROUTED CONCRETE 6000•tout. rQ, r.SRM TUBE PER SCHT. BLOCK WALL REOUWED (�SCS) I (S)RMos 1/Ay TAPCmb X / )( CHORS(M.)(SEE SCHEDULE) /' /; ! - /�-/------ �/'/ TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) lIl I (e)1N'.3/4'TDIS SC6W J ALLOWABLE TUBE REWD ANGLE NUMBER OF ANCHORS /�•T_AT r G.C.1OK01nmIVAILT. o O O O O O SPM Tues FEN SCHEDULE ---/----------- - TUBE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE 5061-15 ALLOT PRODUCT 0 0 0 0 o SIZESPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM i 1/4'0•J/{•TD(SCREW 1n. TUBE TUBE TUBE • / •6'O.C. / - QQ 315>3'.3•a� L •.{•R,3.3•.. 60" 106.0" 13 8 '/ Z9 p1]'d/{'•LENGTH Y•2'.1/c.U14M (SEE S�®UW I OEE 3�AMO� 6 2"x4•xt/8" 96' 85.0" 17 10 / ARGIL ,� 1 144" 69.0" 13 B z", /4.LENGTH �'ENCiH DYP.) 80" 117.0' 17 10 - 50es-TO-AILW.ALxLE ' g I p t {1/]• T 2'x4'x1/4' 95" 110.0" 21 12 q (�SCHEDUlt1 t EOAHG xT E0.CTWJ ! 144" 91.0' 21 12 SPAK USE 80' 109.0" 17 10 TYPICAL ELEVATION (TUBE AT TOP)SPAN TUBE MOUNTING INSTALLATION TYPICAL Eris-� 2"x5"zt/8" 96" 100.0' 21 12 SECTION X 144' 81.0" 17 10 SV1Ei K.iS "-•„}, W.TUBE LENDnt �1/2•NN. so" 124.0' 21 12 ' LD. '1 1g I r--om D r-tom•^P 2'x6"zl/8" 96" 114.0" 21 12 :I a I I 144' 1 93.0" 21 12 VAUD ALSO FOR MIDHDGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE / �r,r,1/{A•M.ANG II t 31{••r 3'O'°' i SHUTTERS HEIGHT ABOVE h BELOW DOES NOT EXCEED THE YAK.PRODUCT SPAN 'T ( T5 ANGLE 0'014%LEROTx� / i SHOWN ON TABLE 1. W 78 ALUM.ANGLE 1 (SEE SCT ) / TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 2.j Y Y 1 MAXIMUM 1/r.,3/{•TEx SCRs o 0 0 0 O TUBE PRODUCT ALLOWABLE TUBE REOH ANGLE NUMBER OF ANCHORS 0 e•D.c ------- SIZE SPAN SPAN LENGTH EA END PER END OF TUBE - / � � - ------ i .•arrow SPIN NBC PER SCHEDULE 3'i2'•1/{•,LENGTH 5061-m ALLOT 60" 76.0' 13 12 + I (6)t{ 3N•TORS SCImW ` 2"x4"x1/8" 96" 60.0" 17 15 HAIL -AT]/OC'LONCALOIILLLLY. T {'HW.EPAONC SPAN TUBE PCR SCHEDULE POURED toNCHOE-1 (SFE SLROULE) "'SEMIN ANCHORS OW.) 144" 48.0" 13 12 OR GROUTED CONCRETE \ , (2)ROxS or 1/4•.Tac" BLOCK WALL PEOURED ANCHORS DTP.)(SEE SCHEDULE) TYPICAL ELEVATION (TUBE AT BOTTOMI 80" 87.0' 21 18 SPAN TUBE MOUNTING IN ALLATION ,: 2"xd'kl/4' 96" 79.0' 21 18 SECTION Y 144" 65.0' 21 18 (5)1/4'.3/4'ONG TOES jLy. {1/]•[d toT.SMV TUBE LOIGM r.{•w ru•or r.xn!A' 80" 77.0' 17 15 AT 2.Ron LOxGNRAAWIIY. r� (,tP.) RI ' (�SCHLE17115d)m HEW.AL1GLE �pPpCRG -11/:'Tro. i3Aoc�SAo nsA i I I I �,T„ ! - 2'x5"xt/B' 96" 704' 21 18 DYPJ(SEE SCIO.DULE)�, I I ` i /E!t 144" 57.0' 17 15 I 80" 88.0' 21 18 / I pt ! 96 81.0" 21 18 I + I •' Z / 2 ; I1 144" 1 66.0 21 18 o o b o 0 o INSTALLATIONS DETAILS Wf SPAN TUBE INTO POURED CONCRETE / •3/4''Ex Scow OR GROUTED CONCRETE BLOCK WALL 6000'YAK. O 6 D.C. / (SEE SCmuLE) O ------------ 7�6 SCALE: N.T.S. SPAN TUBEPOR]CHEOUIL PER SCIEDUL[50si-m AULn 0 0 0 Wi� MA)(.A.S.D.DESIGN PRESSURE RATING-02.0 PSF r9 RA. T(/,/ � i 1 /-3�•w3.3' � x•Yfetq/],�'>F/s' "9S; s_m FLORIDA BUILDING CODE (High h Non High Velocity Hurricone Zone) gg ALW.A'ROLE I i (SEE SCHEDULE) 1 ��� ®2017 NLTECO INC. NO• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �' ^ 1 1 1 �'� I ! Tg•3 67 1 Pd,PED GDRwE7E� ( o ; p:• R : I L E C O LNN:. FOLDING SHUTTER CORP. °'AN BLOCK wACHil RCC p m 1 L3y.• J•.]• 3•u'.1/{' oH'�ED uBOn1 - • S w6T PA(Y FL 33413 �n 1 IENL"irN W03-TO AW1L ANGLE ", �!/`' TWT TESTNO!ENGINEERING COMPANY 7068T PLACE TYPICAL ELEVATION (TUBE AT MIOHEICHTI '%��RI P;;'•�r 5s+Ns.35u.SL a.sa wsta tomos n sT15e 17-082 (5)1/4'.J/!'iCtS SCUM �S \ P,..•t 13r31"t STD.b[(353)•lit•191 PHI 1800-8/-8371 AT a•O.C.LONGINOINILLY. (SQ SC1EDUlE1 TS. •_NS • \�'R1`.' • rte'• Hbnd+WI'�.^^R GRAVING No B:btl•eaORRLe1un /a SPAN TUBE MOUNTING INSTALIaTION / 6 ' E9-0008719 R�1nN Ire ... wa ..�..�.�.• T SEE L1MNA710H5 FOR©ON SNEET 2 WALTER A IC ,Jr.P.E. •P.E. „[jWTUtiE/GATE ROPoOA Ue.P JC187 m IYou olein) A•' S1�Y 8 OF 13 , 1/4•..,J/4• YIN.E0. r�^ �—ANC ONS/a1 Is'O.Ex—� (SEE SHEET f �IX1511NC OIAA e/ ANCHORS a te•O.C. t]) / I� YW.E0. �,� K 5.735•MPJEIOSNNG—+ (SEE SHEET 13) E)asml 0000 STRUCTURE STRUCTURE / `J ]/eY THREIDE°N �� ' \ ]/le•POP RIVETS OR 0 CENTERPIECE FOR 3 I X1/4',a 1]/4' \ 1/4-.3/4'TE7s 0 (TTP.) \ 1 TAPw`RS 0 1rE-FEFx ' 3 ta'O.C. l� ao1°ns o to o.c / t t �/18•POP RIVETS or •r �\ or 1t� or OR 1/{OP R I TO(9 0 1e•O.C. I WALL FACE or t \ - END CONDITION 18 90•a 90.0' 2 -/� 90.7 90.G' 4 SHAWN 3/1E•PDP RIYE,]0P—' /I •, ,µ-.3µ•TICKS o , te•o.c. (LEVERS INTERIOR ORU5 OR DTIERIOR) ® (x)Q•30.O.C.0 li _I EXTERIOR (�E'°",) UI5P)Arl FOR UQpPTO°S' YISPAN A(�) ..5150_ � / _ \• 0.C.•YIO(SP)A/!-i0R UP—�\, °1°144•SPAIANrMMUB �a HORIZONTAL SECTION 20 TO,.. SPAN(,H AIB �e SCREW MAY Be INSEALED , HORIZONTAL SECTION SEFTON MAY BE NECAULEO �\\' \ // (LEVERS MERI°R) INTERIOR OR EXTERIOR) \ / (LEVERS TER R) /le•POP flIYE'fs WTERIDR ON EDEMOR) ,Y / °R EITERIOR) OR,/4•.3/4• 7IC MAY VARY AT EASE SLAT AT TRAPPED INSTALlAl10NS \ x•.x-.1/e'car.Ca 1/16 O le•O.C. :� \ /-04 OR 5 5153-Te Aum ANc(t'., -®OR 5 I •\ TAPCON/ E-"Ex \ \ / SHO �\• SHO t SE UWAMONR DR©ON;7r 2 ANCHORS o C.To ANCHORS o tTo—\,EMSRNG iset•RUCTRE DOSnNSTRUCTURE J . EXISTING STRUCTURE�� VEr BUILD—OUT r U93'e�µ� r END CONDITION \\ E 3/16'POP WETS OR 1/4'.3/4'TEKS OR LXI6IWD SIRIICf11RE END LOCK ANGLE UTS 0312'D.C. "/ END LOCK ANGLE HOMMITAL SECTION HORIZONTAL SECTION NOTE 1 Z'.7•.1/e•5053-Te % .3/P- CONT.ALWOU11 BENT ANGLE�. / 3CRENS A AaFD TO ONE ONE LOCKING TUBE, PART (!88�, SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR s o 30•O.C.o 1 CENTERPIECE o a•G.D. INTERIOR CENTERPIECE 40OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ff A M,s)An�EVR UP To se —'1 II SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, sPAH t tips o 3D' 0.357"x0.357" AND R SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE &8 AND SECURED D.C.0u' SPAN(R,e r INTO R SCREW MAY BE WSTALLED WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH INTERIOR OR ortERIDR) \ � � /� A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM 4 OR(5) OF THE TIP A SQUARE, 0.475'x0.475"x0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE �1xx� ,8 SHOWWNN ALUMINUM LOCKING TUBE A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375" LONG, WITH A 0.366"x0.366"x0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED OR INTO THE TOP OF THE ALUMINUM LOCKING TUBE fU$ THE TOP OF THE PIECE MUST INCLUDE A 0.684" ✓ ' (OR DaERIOR) DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. �• 500• SOLID THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER \\(uaxJ HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (LEVERS LNIERI DR `� Q OR O5 OR CaMOR) SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL .•'��R A. Ti(�/:. HOMZONrAL SECTION '-vr�•, T� FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone) END INSTALLATION DETAILS INTO CONCRETE, 4� 02017,0.®INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRABIL CONCRETE BLOCK & WOOD (AS APPLICABLE) :' TIN ECO EMC. FOLDING SHUTTER CORP. 07 M°TC" 7 TRLIT T6TINO 0 ENGINEERING COMPANY 7M HDNSfRW PLACE WEST P eTA01.iL JNI] 17-082 t-1]]0.b,(x0prt-tilt PIU IeDDM{]Fa \�kA+,ll -.4:U070BOeamt" ....fMd4p.AWenrmt DRAWNG No C 71 "ALTER A.TILIIT L.P.E. -p" '••(kj'A {� FLORIDA LM./44167 LAR tl-ON nAayn .r SHM 9 OF 13 • I :•.rave. 1 rALUMNIM ANGLE / BULLD-OUT YOLIM PER SECTION f.SHEET 6 AA r(3)7/16-POP RAH!. I l Z'a 7'a 1/B'-1 �Q LLCN LEG OF 2•.3• AWYINL'Y AN I( EACHANGLE , ANGLE LEO WY FACE NTNG AWAY FROM TOWARDS R c d ° 3 ( OPFNINO NO ANCHORS REWIRED MOST CTILRE ` 'T{ •. BUM-OUT MOUNT-� \�($)7116-Pop RIVETr, PER SECTION!.SHEET 0 EACH LEG OF 712' ANGLE ALTERNATE WALL EXTERIOR ELEVATION AND ILL LAND BOTHH SIDES PLAN VIEW A—A YOVM OR BOnI FOR ONE—'�ti OF PRODUCT I(. ANGLES i s; OPTIONAL SIDE ANGLE TENS OR]/16•Pao V''\'` —I 1 1 1/6' 0'-2" (FOR SECTION 4,SHEET 6) RhE15 PER ANGLE TO BO.ALUM ANGLESTLP e TUBE BOTTOM ORTO WALL(Z REONREO) (7)1/4'A TAPCON/�1 CRETE-FLEX AMCXWL EA ANGLE TO SUB ® r1/4'•a 1 7/4' TAPCONS/CRETE�lETI —END PIECES MAY BE MT j ANCHORS O 15'O.C. �•{Pp0 END OR L END l` 00 7/16'PoP R1VET5 OR I —IXISTAIG STRUCTURE ' • 5p0 1/4'.]/f'TENS 3 '�• •14'O.C. ' 3 n r W CORNER POST /� ISOMETRIC EDGE a CREE CON SAB `nv.AT TOP AND BORON SLABS) 1 9 ^ '� `END OEND RCL ES My BE FLAT TRAPPEDEND CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION •••'`•'� FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) BD2017 ALTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN ITT. END INSTALLATION DETAILS INTO CONCRETE, 17 CONCRETE BLOCK & WOOD (AS APPLICABLE) FOLDING SHUTTER CORP. °'ATE IL EC O�N�. 20/ TILLIT TESTING t ENGINEERING COMPANY p� y B R jyf17 e177 N..3 sl.54 m voLeRA mA,m6: L 7A66 17-082 .Fo.(aia)6„-,N1 P14 1600-61rQ71 Blt4ce0aN.com —twer4s"Atan.eom OMWINO 110 •` EB-0006710 _ WALTER A ALLIT Jr.P.E. TWO P.E.SFiLL/S0"TURE/GATE FLORIDA Lle./44187 mpe/n 4 SHEET RA OF 13 WALL FINISH yy��,,OPTIONAL RAIN HOOD •• •\ \\ 1 t)+(NON-STRUCTURAL) .-WALL FINISH 0.060'1HOLI 5.5. I #1006 S.S. BUS.W/1/2'(Typ. XP) i OONNFCIpN C2 ROLLER/10USING �LONC NYLON BUSHINGS(Typ.TOP) r % I / AND 1'LONG(Typ.BOTTOM),EXCEPT / / AT ROLLER HOUSING(TYP.) / .-0.060•THICK'S.S.ROLLER HOUSING. (2)NYLON OPTIONAL RAIN HOOD NOLLERS i (NON-STRUCTURAL) +' 0.855'0(TYP.) 2'x4'CONT.WOOD HEADER REO'D.—� I #10 x 3'S.S. /,S.Ma 3/16'ALUM.POP 0.373'LONG NYLON 1 RlVE15,O 76'O.C. I�_ -_ Y BUSHING W/A 0.150' COM' r O{ � CMIIEf.7710N O1—L_% LONC TOP SECTION 0.500' 0.163'AO.270' 0.0.AND 0.213'1.d.AND X0.030' , 0.223'LONG B07TOM WEATHER / Cf `� SECTION 0320'00.AND STRIPPING EA. ,4�. t I ,X 0.245'id.. SIDE(ryp-) • c / i j 3/16'ALUM. POP (TYP.) a i W I RMETS,O 18'O.C. 2'A4•COM.WOOD J I MIN.SEPARATION 8 wNTo GLASS SEPARATION REO'D. 1 TO CUSS Ii I�(SEE SCHEDULE , of I (SEE SCHEDULE 1 Of Yj 1 ON SHEET 13) f i 1I ON SHEET 13) t �i W 2'X4'PCOMLATE.RWOOD_ /` A 1 v .i� WALL FACE MOUNTING INSTALLATION W } SECTION 2W (TOP) Ll `CONNECTION G1 -WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION IW INSTALLATIONS DETAILS INTO WOOD ..IlJI/!//rrrr �`. •••�••• y+„ FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone) t SEE UMRATIONS FOR®ON SHEET 2 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D��' NOTES: No.44167 ,T NOTE FOR COMBINATION OF SECTIONS: 507/20/17 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO -o'�'�+� IL E C O IpC. FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SEGT10NS CAN BE COMBINED IN ANY �S^•'U_n•• ER� `^E•V/MQT:E• TWNT aT.[rSeTwI-NO!:,aEENGINEERING NGINEERING lCOMPANY t7.r Doors FEMSDW gO,uN4nXWAY TO SUR ANY INSTALLATIONO >%AQ- at Irsl ,Rl.31% 331" P FL.oa n 13 m ann o,o 17-082 • DRAWNO No -00 7 WLALUr.P.E.FORIDA ie.14107r5 eIMAn ea. SNEET/0 0T 17 1/4'0.3/4'TENS SCREW OR 1/4'.3/4• BOLTS W/NUTS&WASHER O 6-O.C."?\ 7-1,7 \ 4'.3'(FGnJ E)0ShMG WOOD BEAM ~1!r ) REOIRRED.STRUCTURAL ADEQUACY �' I ` OF E7US&C WOOD BEAM TO BE \ CERTDIED B7 REGISTERED i •; / ENGINEER OR ARCHITECT PRIOR ATL FINI 0.060'THICK S.S. Ft_SEE LIMITATIONS FOR®ON SHEET 2 TO PRODUCT INSTALLATION. EO� �Ep Ii ROLLER HOUSING Y.4'CONT. / \ .-0OtOB7.TL0Il C4 •' WOOD HEADER' �/ I I �OPTIONAL RAN MOOD NOTE FOR COMBINATION OF SECTIONS: REO'O. . y iI E0. / (NON-STRUCTURAL) i // ON-ST UCT RAL) w/I/2'P.J/{' T- MOUNTING SECTIONS CAN BE COMBINED „D(,C5 / \ 'R I -LONG NYLON BUSHINGS(Typ.TOP) IN ANY WAY TO SUR ANY INSTALLATION. AN o I LONG .Bonou EECErT (*n 1. II ( AT ROLLER HOUSING(TP.) I . c 4 H000 — .. lLQ OPTIONAL RN I + /(NON-STRUCTURAL) _i I __ (2)NYLON 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO -------- T=OURS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR ECUAL ' 110.855'0(IYP.) iiKimg 3PO/p PLUM. #10.3•S.S.S.N.S.W/0.373'LONG NYLON --J - -- --- I SHING N A 0.150'LONG TOP SECTION J 16 ALUM. 1B'D.C.OALTERNATE IEC O i POP IOGhON CONT.J 0.300 O.D.AND 0.2{S i.0.AND 0.22!'LONG I RIVETS. BOTTOM SECTION 0.320'O.D.AND 0.245'1.0. SEE NOTE• 67 a. 0 m SE ( ) 0.1 0 27 .OJO' I 1 ULRIPPIN EAL !DE I (TYP.) MIN.SEPARATION I I STRIPPING SIDE I 1 lO GSEE LASS ULE 1 Or @t 9 (ON SHEET 13) I I 99 r � I I MIN.SEPARATION 1 or �T 1 � / MIN. N70 CUSS GLASS EPARAONS+ (SEE°SCHEDULE 1 I �g T (SEE SCHEDULE SCHEDULE I I ON SHEET 13) Or NC1 1 1 ON SHEET 13) 1 or T ._ 1 t I I or T ALTERNATE 3 I6'ALUM ALTERNATE LEC I I / OPTIONAL RAN CUARO 7 POP RIVETS O 3'O.C. _ r—LOCATION (NON-STRUCNRAL� I ALTERNATE LEC AT REAR. _ "_7`I fT_•^ I (SEE NOTE•) I LOCATION '\ I' - JJ I li (SEE NOTE•)� i iL____ __ _T f__ _ _ I t____=___�___ II v ALTERNATE 3/16'ALUIL . :,'-'L J r _,' -- I I _T-� I I POP RUM 01 5.0.C.. I 11 1 LJ_J hil I T REAR I A i II r - 2S1'CONT.i F___ __ 11 q ____ ____ Op Y' WOOD PUTU—a_ I1 n 9 ------__= N 8 I - 92J REQ•D. I = v 1 _______ I O ,�a x`3/16'ALUM.FOR FINNS II . -"'--'"' N 'I e O 10'O.C.BDTM SIDES w �� 7/16'ALUM.POP RNETS 10•D.C.BOTH SIDES w i• �. I u //. �\ I i E0. I E0. J�. j I )' DECK MIN.WODOJ��;�EQFIL LEO E0.•-- '1' DECK REOUOtEO 'OI �// \�•.. _ , l 2.4'CORI. I • j (NO FlNSH ALLOWED) / WOOD PLATE t-1/4'!t J/4'LENS SCREW III ( 1/4'0.3/4'TEKS SCREW REO'D. �;,1 II .3/{'BOLTB W/NUTS W/S/8'WASHER OR I \ h 5/8 Eli O 6'O.C. COMIEL"IT IpN(b 1/4 ■3/{'BOLTS W/NUTS h l ' \ COINECIION C{ i' • I S/3'WASHER O 4'O.C. — 1. L2' IN.ED.----i-2'MIN.E.D. ,I /l I' '1 —WALL FINISH 1 �7aEclLotT l7 AL 1'I. ..( WALL FINISH INSTALLATION T APPED U G BUILD—OU 1 ACE MOUNTINGR MO NTIN INSTALLATION T F BUILD—OUT C .I MOUNTING I FA E M NT NG SECTION SECTION 7W SECTION AW •�',,Q• r/" FLORIDA BUILDING CODE(Nigh & Nan High Velocity Hurricane Zone) NOTE :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ®2017 RLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DR W GY' o.44167 INSTALLATIONS DETAILS INTO WOOD IL ECO imc. FOLDING SHUTTER CORP. 07 GATEI' SCALE N.T.S. ` �'•• / •Q nWT TESTING R ENGINCCRINa COMPANY �OP IACD '� ' .?�t4,. rss.N.wa.sl.m.Am.ueaY vssws n..vlee OFACN, 33413 17-082 0�•. P:' `r wm -teu0.rm (>d)•1t-1.1, ftte00-543-Ml ,t• <ORI `1 .- 5:wl«4oeY<Y. ...Jo1Yn0NWYn.vm DRAWWG H. (1� •_. )O/ ]�,RE/DATE ® W,,A A 00087tP.E. !a-!Y FLORIDAUIc.,uley mrII v SHEET 11 OF IT MIN:SEPARATION I 1 C cuss MIN.SEPARATION (SEE SCHEDULE TO GLASS of�I T Z ON SHEET 13) (SEE SCHEDULES( _ of ON SHEET 13) � v E OPDONAL RNN GUARD (NON-STRUCTURAL) v� ~ 1/4'i X I.117C I ALTERNATE 3/16•ALUNJ/ SCREW OR 1/40-20•.1•—� POP RNV O 5.a.G n a S.S.MS WITH NUF& '� AT REAR. m 9 WASHER O 4-O.C. I _ \ _ `� _ !T_-' n •.n 3/16•ALUM.POP RIVETS \i :✓J n a o 10.O.C.13M SIDES EDGE OF SLAB IF APPLICABLE _ EDGE OF SLAB ALTERNATE LEC B - IF PPPULABLE ANCHOR LOCATION R r�NIO�✓LIION (SEE NOTE•)—\I,JIis --�' 2.6'MIN VOOD DEC REOURED _ (NO FINISH ALLOWED) // COIyLEICLIOPI CB EDGE OF SUB IF APPLICABLE EDGE OF 2'MIN.E.D. SLABIF EQ. °�_ APPLICABLEAPPLICABLEBLE f SEE LIMITATIONS FOR ON SHEEP 2 ALT TRACK ADAPTER MOUNTING INSTALLATION I- v SECTION 78W (BOTTOM) 2 1 MIN.ED—' 1'MIN.E.O. NOTE FOR COMBINATI GECWOO ON OF SECTIONS: )^ NLN.WOOD DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED ) ' (No WHISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN..6�ON FLOOR MOUNTING INSTALLATION 2•"4•°°"''W°°° VI PULE REO'D. —� �—LSEE SCHEDULE 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 (3)5/16•o LAG x or t EO 2- SEE SECTIONS 8W& 14W FOR MAX.A.S.D. DESIGN i I SCREWS W/2 1/2•NLN. MIN.E.O. w I c PRESSURE RATING& SPANS 1•■4'.T/B• PENETRATON AT MIOIWDTH ` '� II I 6087-T6 COM. (2'OF RAFTER/TRUSSES O /•'�`•..• ` I 1 ALUMINUM TUBE -I W \i II E. . I/4•X4'(6063-T6)FUT� EXISTING 2X WOOD PLATE W/ 1/4.0 r1•TEN TRUSSES OR RAFTER 2•X4'MIN.WOOD ,+ o (^ SCREWS O 6.O.C.R�- AT 24.O.C.MAX. STUDS O 16.O.C. % I BATA ETWEEN TRUSSES OR 00 .500• '. f�7r 1 a 1/B'.4' 6063-T6)FUT �• J r� 1 PLATE W/i/4 4 r TD . (z) 1/40 TAPcon OR 1/4 i CRETE-FLEX SCREWS"i{•.O.C.M ANCHONS oR#14 NOS WOOD SCREWS OR 1/4'0 Ai i B BETWEEN TRUSSES ` EDGE(IF APPLICABLE) NDS,1A0 SCREWS AT MIDWIDTH OF EA.STUD W/ 2 1/2•Min.THREADED PENETRATION INTO WOOD (x)NYLON , 1/4•MAX.PLYWOOD EXISTING SOFFIT STUD I it. N L r �.�L 1/4•9 i 3/4'TEN L 1i. \ -a �-EO. .-J SCREW OR 1/4•-20.J/4' ROLLERS t010.3-S.S.S.N.S.W/ 1/2'0.3/4•LONG 'I 1.', S.S.BOLTS W/NUTS 8 0.655'.(rrPJ NYLON BUSHINGS(Typ.TOP)AND 1•LONG '...1•+ ;� `L-1/4.0 x 3/4•TEN WASHER O V O.C. y10.3'S.S.S.M.S.W/ I i ( .)BOTTOM)•EXCEPT AT ROLLER HOUSING SCREW O 6'O.C. O.J7J'LONC NYLON MOUNT TO`�WOOD STUDS MOUNTING INSTALLATION BUSHING W/A 0.150' I CONT. I ,... SECTION 14W (BOTTOM) LONC TOP SECTION 0.500' 0.163•.0.270• INSTALLATIONS D ETk'L 0.0.AND 0345•BA AND .0�•� _ `• ���. ;MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSFi 0.223'LONG BACK MIN.SEPARATION ' INTO WOOD SECTION 0.320.O.D.AND TO cL.Lss WEATHER q°M `Z`�•,••'•r'.E•",•''•.:�+j"A FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 0.245'i.d. (SEE SCHEDULE STRIPPING EA G '• SCALE N.T.S. (TYP.) ON SHEET 13) I SIDE(TYP.) I or �I f i ? 02017 IILTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY` No.44167 ALL FOLDING SHUTTER CORP. °'aT" IL ECOIp�. HEADER TO TRUSS MOUNTING INSTALLATION ' : n�wµW TEsnga� aIaP91 s �1, �''••• Ana,..e m T-14T..ra.:(xfpn-1M1 PW 16oD-e.J-6m 17-082 SECTION 8W (]OP) �� 0KJP"� _ mbecouaw.can ....raa�.naR«.Aem DRAWING N. MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF AS DA ;ToUff WALTER 0.RWf 4 �a �°• �'� Fla --.P. r•I�IYfURE/OATE FLORIN Lk.� Ir.P.E. 40167 mAA/n m SM[R 12 OF 13 r MAXIMUM WIND CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDUT F. 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) 771x0 tawwu suis SPANS 0 �tuLOYuaE CONCRETE CONCRETE BLOCK .STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PREMIRE ""'VE NECATIE �0M CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR (N') Peessm P>aEmmr s Sonat CONNECTION ANCHOR CONCRETE CONCRETE BLOCK 1i+1 h_1 TYPE SPACING TYPE E TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" 180 Ib/ft A B C A C E A C F _ 60.0' 1 60" 88Ib ft 9 425 LB/FT - 38 FT 157 LB/FT 134 LB/FT 256 LB/FT 39 /FT A B C A C 35 psf 100.0" 100" 145 Ib ft C1 6 473 LB/FT - 41B LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 9 417 LB FT - 388 LB FT - 134 LB FT 144` 144" 210 Ib ft _ 6 461 LB/FT - 418 LB FT - 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 FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf '100,0' 100` 157 Ib ft 9 456 LB FT 362 LB FT 250 LB FT 190 LB FT 31B LB FT 380 LB F7 C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144' 1 144" 240 Ib ft 6 525 LB FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT 60:0• 60.0' 115 Ib it 9 390 LB/FT - 309 LB/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" 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 as psr 97.0" 97.0` 187 Ib ft 3 813 LB FT - 572 LB/FT 326 LB FT 304 LB/FT 418 LB/Fi C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0" 115.0" 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 093 LEI/Ff,LEI/ 3 760 LB/FT - 572 LB/FT - 304 LB/FT 144" 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 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/FT C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0• 89,0" 187 ID ft g 281 LB/FT - 224 LB Fi B1 LB 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psf 100.0' 100.0" 208 Ib ft / /FT 83 LB/FT 143 LB/FT 103 LB/FT g 226 LB/FT - 224 LB/FT - 83 LB/FT 120.0' 120.0" 250 Ib ft CS 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/Fi 144" 140 300 Ib ft 843 LB/FT - 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT CS 6 339 LB/FT - 334 LB/FT - 125 LB/FT 60.0" 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT 15 LB/ - - 138 LB/FT 102 LB/FT 3 6B1 LB/FT - 670 LB/FT - 250 LB/FT B1.0• 81.0" 187 Ib ft C6 6 410 LB/FT 487 LB/FT - - 207 LB/FT 1 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 psf 100.0" 100.0" 229 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 07 LB/ C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 120.0" 120.0" 275 Ib ft 269 lB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 1 3 663'LB/FT 756 LB/FT 646 LB/FT - - 0.0' 13." 330 Ib ft C7 3 35B LB/FT 402 LB/FT 244 LB FT - - 152 LB FT 204 LB FTtC7 4 232 LB/FT 236 LB/FT 183 LB/FT60.0• 60.0" 150 Ib ft / / / 3 310 lB Fi 315 LB/FT 244 LB/Fi 80.0" 80.0" 200 Ib ft 2 - - - - - - 305 LB/FT12 388 LB/FT 460 LB/FT 409 LB/FT 60 ps! 1000" 700.0" 250 Ib ft 12 491 LB/FT 596 LB/FT 409LB/FT - - 265 LB/FT 168 LB/FT g 582 LB/FT 691 LB/FT 614 LB/FTII5.0" 115.0" 288 Ib/ft C8 6 736 LB/FT 694 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/Fi 131" 128" 346 Ib ft 6 982 LB/FT194 LB/FT 819 LB/FT - - 530 l8/FT 336 LB/FT6 777 LB/FT 1921 LB FT 1819 LB/FT - - 59.0 59.0" 160 Ib ft 65 psr 92.0" 92.0` 249 Ib it 100.0" 100.0" 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 0 SEE 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 CONC.C.BLOCK WOOD STEEL CONC.C.BLOCK WOOD STEEL 121" 118" 374 ID it SPAN HURRICANE ZONE HURRICANE ZONE A 59.0" 59.0" 187 Ib ft ZONE 1,2,3 ZONE 41/4"0 TAPCON W/ ADVANCED A 3.50" 2.50" 0 N/A 4.00" 4.00" N/A N/A 75 psf 100.0 100.0" 313 Ib it THREADFORM TECHNOLOGY 5'-10" 117" 114" 387 Ib ft 2 1/2" 1` 2 5/8" 60 psf .113" 111" 400 Ib ft AS LESS B 1/4" 0 x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00` 3.00" N/A N/A 90 psf 107" 104" 424 Ib ft 100 psf 101" 99" 447 Ib ft To58''3" 2 5/8"+ 1" 2 3/4"+ C 1/4" 0 CRETE-FLEX 3.00" 3.00" 0 N/A 3.00" 3.00" N/A N/A 110 psf 94" 90" 468 Ib ft 120 psf 87" 82" 484 Ib ft >8,-3,. E 1/4" 0 ITW-BUILDEX N/A N/A N/A 1.00" N/A N/A N/A 2.00" 130 psft f 80" 76" 483 ID TO 12'-0" 3 1/2" 1" 3 5/8" TEK SCREWS 140 psf 74" 70" 484 Ib it F x/14 NDS WOOD SCREWS OR N/A N/A 0 I N/A N/A N/A 2.00" N/A 150 psf 69 66" 1 4" NDS LAG SCREWS 160 psf 65" 62" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. i • '�p A. m ANOYES" .. /T, FLORIDA BUILDING CODE (High & Non High Velocity Hur icone Zone) ®ao+7 uTEco+ EXCEPT THAT 3 5/8" SHALL BE USED :. ` •• INC. L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, ••F••'•,a TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GPA"" GIVEN POSITIVE AS.D DESIGN PRESSURE RATING, 4, 4A & 7A. M.L. L-:MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE W/RT/t7 RATING. IL E C O LMc. FOLDING SHUTTER CORP. O4EE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS .�',• t�/ff/ •� TILLR TESTING&ENGINEERING COMPANY WSJ T�SM1' EQUAL TO THE i K�/e� tuy Nom•sNn.sL,sa we,.wew rJams n ss+ee 17-082 MINIMUM A DETERMINED NEO PRODUCE = r3lYtm+-+tw.r..:(wlert-tSt PIO i&"vtten ._` •,�ORIO,. -` o:en.e.o.m. ....rdzq.nm .. Gawxo No SPAN BETWEEN "L+•AND"L-•, f7,'• P:' �'.i:� e- ES-0008719 i5. -'`t�t WALTER A;T 1 Jr.P.E. taatu ttm waw tmnw aN -- _- - - VF••••q �9L7E FLIER Lie./14 "167 m te.ou tng4m s SHEET 13 Or 13 -- I Florida Building Code Online Page 1 of 2 xi ,+Fi� V°5 S h.�t.`J"c` w�'a." i-r bxF �. i-A a�,a< s+s' 14 �. •+n ih'fH.e`id Sy BCIS Home Log In user Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map _� Links Search Florida t c �Product Approval �' c # USER:Public.User Product Approval Menu>Product or Application Search>Application List>Application Detail yr`n^•'- �Ir nr-I T� FL# FL6414-115 �• "j Application Type Revision 4 ; a Code Version 2017 V i Application Status Approved e Comments C' Archived Ll 2a Product Manufacturer Folding Shutter Corporation =� a Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com ,rri i y Authorized Signature Frank Bennardo frank@engineeringexpress.com { ' Technical Representative Address/Phone/Email Quality Assurance Representative Ed Heritage " Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 `_ , edh@foldingshutters.com Category Shutters Subcategory Colonial Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer S l Evaluation Report- Hardcopy Received f Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. =' the Evaluation Report Florida License PE-0046549 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 e Validated By Troy Bishop, P.E. � � f 9 Validation Checklist- Hardcopy Received i .i Certificate of Independence FL6414 R5 COI Indeppdf Referenced Standard and Year(of Standard) Standard Year a TAS 201 1994 : + TAS 202 1994 `i TAS 203 1994 h4://www.floridabuilding.org%pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Waj j2kBRM4JRAKbNA2... 3/3/2018 i Florida Building Code Online Page 2 of 2 77 Equivalence of Product Standards •; s Certified By z6 Sections from the Code i Product Approval-Method Method 1 Option D Date Submitted 08/14/2017 Date Validated 08/16/2017 3 Date Pending FBC Approval 08/21/2017 Date Approved 10/10/2017 fi 7 is i5umma of.Products Model,Numbell or Name Description z z> 6414.1 Impact Colonial Shutter Impact Colonial Shutter Limits of Use Installation Instructions s'# Approved for use in HVHZ:Yes FL6414 R5 II Dwg.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 i Impact Resistant:Yes Created by Independent Third Party: Yes `. Design Pressure: +80/-80 Evaluation Reports Other: See engineering drawings for design limitations FL6414 R5 AE Eval.pdf (allowable spans, mounting conditions,anchor options, etc.) Created by Independent Third Party: Yes A t Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if r they have one.The emalls 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 1 Chapter 455,F.S.,please click here. p Product Approval Accepts: DWt h: Credii Card x Safe. •4i • f I I http://www.floridabuilding.org%pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Waj j2kBRM4JRAKbNA2... 3/3/2018 I Mcastle Impact Windows FACTORY DIRECT SINCE 1969 Zzl/ COMPLETE HURRICANE PROTECTION SOLUTIONS 1862 Dr Martin Luther 16ng Blvd FrMera Beach,FL 33404 800.643.6371 Property Information Building Information Owner: BIERBACH,CATHERINE Wind Zone: 160 MPH. Address: 7307 ELYSE CIRCLE Exposure Category: C PORT SAINT LUCIE,FL 34952 Minimum Building Dimension: 40 ft. Mean Roof Height: 20 ft. JU Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 48 60.25 7 34.0 -37.0 2 Int 48 60.25 7 34.0 -37.0 3 Int 72 60.25 7 33.0 -36.0 4 Int 72 60.25 7 33.0 -316.0 5 Int 72 60.25 7 33.0 -36.0 6 Int 48 60.25 7 34.0 -37.0 7 Int 72 60.25 7 33.0 -36.0 8 Int 26.5 63.25 7 35.2 -38.2 9 Int 26.5 63.25 7 35.2 -38.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 I Contract Wall Opening Size Shutter Shutter Storm Bars Header Storm Unit No. Shutter Span Anchor Spacing Rein Req'd panel No. pressure W x H Width Height Le RRg t Req'd Left Right Y/N Bolted Y/N 1 1 -37.0 48"x 60.25" 487/8 64 1 1 Yes 2"o.c. 2"o.c. N N 2 2 -37.0 48"x 60.25" 487/8 64 1 1 Yes 2"o.c. 2"o.c. N N 3 3 -36.0 72"x 60.25" 731/8 64 2 2 Yes 2"o.c. 2"o.c. N N 4 4 -36.0 72"x 60.25" 731/8 64 2 2 Yes 2"o.c. 2"o.c. N N 5 5 -36.0 72"x 60.25" 731/8 64 2 2 Yes 2"o.c. 2"o.c. N N 6 6 -37.0 48"x 60.25" 487/8 64 2 0 Yes 2"o.c. N/A N N 7 7 -36.0 72"x 60.25" 731/8 64 2 2 Yes 2"o.c. 2"o.c. N N 8 8 -38.2 26.5"x 63.25" 273/8 661/2 1 1 Yes 2"o.c. 2"o.c. N N 9 9 -38.2 26.5"x 63.25" 273/8 661/2 1 1 Yes 2"o.c. 2"o.c. N N i i IMPACT COLONIAL SHUTTER "" "" MAX. STORM BAR: S6'MAX. • 1 O-3'TUBE _�k: NO MAX.GAP BETWEEN Z'-4'MAX. 2'-4•MAX.—}-2'-4'MAX.+2'-4"MAX. 28'MAX.—}-26'MAX. •:'k._ ANY PANEL-3/16' I I I I �'GA&�� m (TYP-) 6 2 t`B •YTUBE 6 2 ow.) E-::-p 6' z 501 QI'� 6 6 O.S'TUBE ') �p0'. m 4A 4S 4Cu 4D 4E - -.. ...._ ._ tv �._4D-.__ __ .. ._... _._.._..._ ..._. ......__. ._._...._..._..._ TI ------ mx m ly 4A 4C SEE"WALL ;fr .. HINGE DETAILS 40 4E _N K SEE'STORM BAR ......_. ... ..._.__..__-__.._.._ ._.._._-._..-. _ _ _ ON SHEET O W J END CONNECTION OPTIONAL N c j DETAILS'ON Boom _ F=u _ 114"DD1.HOLES C.FOR 1 VISUALTHRU SHUTTER WHEN ..—_._• -.... �.. CLOSED(1 TO 3 O. 3 _ ROWS IN UP TO cc —_ .--' — --'--- 3 BLADES) Q - 13, OMOM 1/4''DU.HOSEE•STORMV0.38'O.C.FOBAR ENDVISUAL THRU CONNECTION LuSHUTTER WH ---_- .. Fs —__ DETAILS'ONCLOSED(1,T0V, CSROWS IN UP T3 BLADES) =MESEE-FRAME ASSEMBLY'( 3A 30 3C 3D SEE SHUTTER ELEVATIONS 3A 3B 3C 3D 2 SEE'FRAME CORNER N ON SHEET 6 FOR SPACING 2 DETAIL'ON SHEET 3 a i MULTI PANEL SHUTTER BA"ARSFOR REMGGGLE&STORM z DOUBLE PANEL SHUTTER � 1 1/2'-1'-0* D(TEROBA It ELEVATION MULTIPLE R SHUTTERS' 1 1/2••1'-0' EXTERIOR ELEVATION GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM 10.THIS SYSTEM HAS BEEN DESIGNED TO WITHSTAND WIND PRESSURES,IN THE OPE!POSITION, IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION(2017)FOR RESULTING FROM FASTEST MILE WIND SPEEDS UP TO 75 MPH(3-SECOND GUST WIND SPIE UP TO @ d MAXIMUM USE WITHIN AND 115 MPH),30'MRH,EXTERIOR ZONE 5,IN ACCORDANCE WITH THE BUILDING CODE SPECIFIED HEREIN. ALLOWABLE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE('HVHZ'),PER TAS 201,202,A 203 PROTOCOLS. SEE WALL CLIP DETAILS FOR APPROPRIATE'OPEN SHUTTEY CONDITIONS.SHUTTERS MUST BE tl 2. NO 33.1/396 INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. CLOSED WHEN FASTEST MILE WIND SPEEDS REACH 75 MPH OR GREATER.WHEN CLOSED,THE OWNER e@ WIND LOADS WIND LOAD DURATION FACTOR Cd-1.6 HASBEEN USED FOR WOOD ANCHOR DESIGN. SHALL BE RESPONSIBLE FOR SECURING THE SHUTTER AS REQ'D. d L1 a 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE 11.THE SYST04 DETAILED HEREDL 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A POSITIVE AND NEGATIVE DESIGN PRESSURES DETERMINED BY OTHERS FOR SPECIFIC JOBS IN ACCORDANCE WITH THE GOVERNING CODE SPECIFIC SITE.IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED I d66 B d,1 d H2 CALCRATED FOR USE WITH THIS SYSTEM SHALL 4. ONLY 2-AND 4-PANEL ASSEMBLIES ARE DEPICTED ABOVE,BUT SHUTTER IS APPROVED FOR USE WITH ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN BE DETERMINED BY OTHERS ON A 305-SPECIFIC 1,2,3,OR 4 PANES. CONIUNCTI N WITH THIS DOCUMENT. BASIS IN ACCORDANCE WWII THE GOVERNING S. A SINGLE FD(ED PANEL CAN BE ATTACHED ON EACH SIDE OF THE OPENING FOR DECORATIVE 12.THE ZATTECT/%GINEEB OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS CODE.6nE-!WC PRESSURE REWMEMS AS DETERMINED IN AODORDANCE MBTFH ASCE PURPOSES ONLY,USING SY0 ITW STAINLESS STEEL TAPC)N THROUGH MAIN FRAME WITH 3/4'0 MIN DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS 7-10 AND CHAPTER 1609 OFTHE FLORIDA WASHER,1-1/4•EMBED TO CONCRETE/BLOC(,2-1/2•MIN EDGE DISTANCE,(1)AT EACH CORNER AND 24• -DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR BURDING CODE SHRILL BE LESS THAN OR TM UAL O.C.MAX SPACING AROUND FRAME PE ETE 13.ALL COMPONENTS SHALL CONFORM TO THEIR RESPECTIVE SPECIFICATIONS AS NOTED HEREIN. TO THE POSITIVE OR NEGATIVE DEST 6. SHUTTER WIDTH SMALL BE RELOY,RESTRICTED BY THE MAXIMUM DIMENSIONS SHOWN.SHUTTER HEIGHT 14.ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALUNLESS N07M OTHERWISE PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. MAY ECC9:D 96-PROVIDED THE REQUIRED NUMBER A SPACING OF STORM BARS ARE USED. 15.SHUTTERS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER ASSEMBLY 7. THE NUMBER OF STORM BARS REQUIRED FOR EACH SHUTTERTYPICALLY VARIES FROM 1 TO 4 h IS CONTAINING THE FOLLOWING: L0PlN=FRWLKW4=KE SEE SHUTTER ELEVATIONS ON SHEET 6 s STORM BAR DEPENDENT ON SHUTTER SIZE R REQUIRED DESIGN PRESSURE SEE ELEVATION DETAILS 6 LOAD TABLES FOLDING SHUTTER CORPORATION . "15-2374 TABUS ON SHEET 7 n 0 FOR ALLOWABLE STORM BAR ON SHEETS 6 A 7 FOR STORM BAIL REQUIREMENTS. WEST PALM BEACH,FL - SPANS AS ODHTRol1E0 BY DESIGN PRESSURE 6 B. MINIMUM SEPARATION BETWEEN SHUTTER(INCLOSED POSITION)11 GLAIING SHALL BE AS FOLLOWS: TAS 201,ZQZ,203 STORM BAR TRIBUTARY WIDTH. • WITHIN THE MVHZ,W/OR W/O 1/4'VETT PERFORATIONS: 3.53'MIN SEPAR PRODUCTAPPROVAL O • OUTSIDE THE HVHZ,ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES: NO SEPAR REQ'D 16.THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND Sff GENERAL NOIR FOR MINIMUM WHEN USED OUTSIDE THE HVHZ,ASTON WIND ZONE 4,AND ESSENTIAL FACILITES,THIS SHUTTER SYSTEM CORRESPONDING LOADS SHOWN HEREIN. SEPARATION BETWEEN SHUTTER 6 GLAZING CONSTITUTES A NON-POROUS ASSEMBLY AS DEFINED IN THE ASTM E1996-06 STANDARD. 17.ALL BOLTS,NUTS,9 WASHERS SHALL BE ZINC COATED STP?=L,GAWANIZED STEEL,STAINLESS 6® 9. EACH SHUTTER SHALL HAVE A L EGIBLE Q READILY VISIBLE MARIONG INSTRUCTING THESTEEL OR ALUMINUM ALLOY 2024-74 OR 7075-T5. OWNEWTENNANTTo SECURE THE SHUTTER WITH BRACT(EIS A STORM BURS,PER THESE APPROVED 1B.STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF DRAWINGS,DURING PERIODS OF HURRICANE WARNINGS. ZINC CHROMATE PRIMER OR SHALL BE GALVANIZED. IItlb MVal .. Ixxxx L OFNNABDO.RE STRUCNRE BY 1-1/2'AT WOOD 6 OTHERS,7YP. 2'AT CONI'JBLOdC �,. 1/2' 3/8"DIA.S.S.BOLT 3/8•DIA.S.S.BOLT CLOSURE ANGLE MIN AS HINGE PIH AS HINGE PIN 1/4•ALUMINUM RIVNUT 4A 48 4C 4D 1-1/2'AT WOOD 4 OR 1/4'BRASS MOLLY BLOCK C JACKNUT WUTH 1/4'S.S. 9� p BOLT OR WING NUT(2 I I 1/2. p•'• m 111 M li PER CLOSURE ANGLE;I MIN EA.SIDE OF SEAM) I I qA 4B 4C I I I O li I I I •• T I O V.."A"OR'B" (4)3/16°ALUMINUM (2)3/16'ALUMINUM N 9 (SEE ANCHOR POP-RIVETS(6061-T6 POP-RIVETS(6061-T6 , 3i1 w jl O SCHEDULE ON SHEET 3) OR EQUAL) OR EQUAL) 3 a NOTE:EDGE DISTANCE ANCHOR-A-,OR-B' m y xW MAY BE DECREASED TO (SEE ANCHOR _ _ _ _ _aM 0 2-FOR ANCHOR-B- SCHEDULE ON SHEET 3) C °� SEE SHUTTER ELEVATIONS .. ON SHEET 6 FOR SPACING REQUIREMENTS OF STORM TOP HINGE SHOWN, 3 INTERMEDIATE HINGE BARS FOR SINGLET 2 TOP BOTTOM HINGE BOTTOM HINGE is MULTIPLE BAR SHUTTERS. 2 6•v 1'•0' VERT SECTION MIRROR IMAGE 2 6' 1'-0". VERT SECTION O. A 1 F 1/4•STL BOLT!!WING � m NUT(2 PER BAR CLIP) 0 ®w V smi 5 - E Nz� fit ANCHOR-D','E•,•P OR•G (1)2x2xI/8 OR 2x3xUS 6063-76 ALUMINUM UJ 3A 38 8 • (SEE ANCHOR SCHEDULE ON ANGLE CENTERED BETWEEN EACH HINGE, 0' = SHEET 3),ONE PER CLIP NO.13, SPACED AT 32.O.C.MAX.UTILLZE A 2-1/2' a 3 ` LONG ANGLE FOR BLOCK/CONC r, 11 1/4'STL BOLT A WING 12 APPLICATIONS OR 1-1/2"LANG FOR WOOD NUT(2 PER BAR CLIP) CONTRACTOR TO EXISTING HOST = � usi VERIFY WALLACORN B STRUCTURE BY APPLICATIONS N W p 1 MATING CLIP 100LB MIN OTHERS,TYP. (2)1/4 TWITH MI SPACED s 10 ` TENSION CAPACITY PER 1.1/2'APART WITH MIN cON 1' z (F�, S MANUFACTURE'S EMBED INTO BIACK/CONC. MAX Z �1 B$ SPECIFIGTION9. WITH 2'MIN EDGE DISTANCE .� — OR(2)412 S.S.SMS WITH f' (1)WALL ACORN AND MW I-IM THREAD PENETRATION INTO WOOD 7 8 9 BCENTERED 13 MEMBER,2'SPACWG WITH�' O SEE"STORM BAR TO HINGE,SPACED AT EDGE DISTANCE.PROVIDE iS' 32"O.C.MAX MIN EDGE DISTANCE TO FRAME CONNECTION FOR TRAPPED ALUMINUM ANGLE,TYP. 1/4.20 DETAW ON SHT.3 CONDITIONS,SHUTTER RIVNUT OR �RLV� SHOWN 7 B 9 MAY BE INSTALLED WITLI — — —— 1/4-20 MOLLY a ADDITIONAL STORM 111 BAR(S)AT TOP AND/OR xA IACKNUT 3D BOTTOM.ADDITIONAL _ —— (21'48 S.S. — _ Wml S.S. d d'�a STORM BAR SIZE AND Sep CLIP 1/4•BOLT INSTALLATION SHALL I d d I d y 2 MATCH THAT OF REQUIRED TYPICAL WHEN REQ'D TO RESIST STORM BARS ON SHEET 7 TYPICAL WHEN RWD TO RESIST HURRICANE PRESSURES UP TO+/-80 PSF 1/4'ALUMINUM RIVNUT -♦— OF 7. PRESSURES FROM 75 MPH FASTEST MILE WHEN IN THE OPEN POSITION OR 1/4'BRASS MOLLY Y�Mme— WIND SPEEDS IN OPEN POSITION.SEE ]ACKNUT WITH I/4'S.S. GENERAL I FOR BOLT OR WING NUT(2 [GN OPTIONAL PER CLOSURE ANGLE;1 a WALL CLIP EA.SIDE OF SEAM) e 5 WALL CLIP �@ Ell AXEXISTING HOST 2 '•0" HO ECTION k,2 6'-1'-0' HORIZ SECTION STRUCTURE BY '.m14mIfRUl11L rE fi HOST lY EfOSTING OTHERS, P 15-2374 CLOSURE ANGLE STRUCTURE BY OTHERS,7YP. �° O4 ALT TRAP MOUNT 1 TYPICAL VERTICAL SECTION 1Tj VERTICAL SECTION 2 fi'.1'-0' 'VERT SECTION 2 6'a 1'-0• VERT SECTION o® FRANK L eE1l 0,P.E. v MIN EDGE e1-1/2• ANCHOR'A' f41�a651f MIN. DISTANCE (SEE ANCHOR SCHEDULE ANCHOR'S'OR'C' EDGE (SEE ANCHOR 2•HIN. DISTANCE SHOWN�N"QAfRR NOT MAX.PANEL WIDTH-28' 1 BELOW) MIN SCHEDULE BELOW) BLOCK/OONC.EDGE (TYp,) BLADES 11 BLADES 1 3/16'MAX. 2 2 B�. 04V 1 2 1 N 2 BEYOND BLADES BLADES BEYOND BEYOND -* ' W O �'. • � MIN BEYOND EMBED I 1 _ 011 MIN STR(pNCtETE/BLOCK 4A 48 4C (NOT(NCRmm .� HOST STRUCTURE 4A 4B 4C FINISHES)BY t m (NOT INCLUDING HINGE PIN(REF.) OTHERS,TYP. _FINISHES)BY HINGE PIN(REF.) RIVETS(REF.) i1 m OTHERS,TYP. RIVETS(REF.) 4D 03 V 4D 4E _ 3/�'N 4E HINGE PIN(REF.) HINGE PIN(REF.) 3/4'MIN. 4D 4E e w e - 4E TYP. _ .__ _ _ O W _ .7 BLOCK OPENING —SHUTTERWIDTH WOOD FRAMED OPENING ... '� i TYPICAL HORIZONTAL SECTION g p 3 6"-1'.0• VERT SECTION D. Y S � m ANCHOR SCHEDULE U MINIMUM MINIMUM EDGE ANCHOR m .3 NO ANCHOR TYPE SUBSTRATE EMBEDMENT DISTANCE UJ� (( I --- — A 912310 SS BMS 4OOD 1L? 314• j5@) I I 1 I I II II — B 11C STAINLESS STEEL rrw 1 I I I 1 TAPCON CONCRETE ta14' 2-11r N 5 I I ILII II ay I I I I I I II II I C 1l4•STAINLESS OSTEEL Tw BLOCK 1.114• 2-1/rTAPCZ1-4 B I Elv,@ ——— ^^r^^•, 114.20 ALL POINTS SOLD.SET CONCRETE? 7A" 1-1N• 07 B 9 1 --- SCREWANCHOR BLACK J p (2)S8 x 1.1/4' 1/420 ELCO PANELMATE 0.0.66 1 S.S.SMS PER E WOOD 1.7/0" 374• ——— CORNER INTO F CONCRETE 1J1P 2-1? IW20 ELCO PANELMATE 9g O O �� SCREW BOSSES ——_— 11420 ELCO PANELMATE S 0 BLOCK 1.111' 2' U Q I 1 I \_4QGUT OUT lOAND PROTECT DiNT0 lO 3 i _1111 ANCHOR SCHEDULE NOTES: $aadHlda I°' 1/4•STL BOLT HL WING 1. ANCHORS SHALL ggggggE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' NUT(2 PERAR BCLIP) FRAME CORNER DETAIL ARE,�(QDMAFNDDA2. EAT�IONS�. Ate, ® i 1 3. TWHFJ E A�NOIORr�Sr••FA5T9J�T0 IUILROW MANUFACTURED STUD FRAMWG,ANCHOR SMEA LAKE d d R S TED OM M W D STUD(i.e.3/4•EDGE DISTANCE IS tl 3A 3B 3 FRAME CORNER ASSEMBLY 4 p oi� �� •5a0lff)IERNp�Nee-H Ss_4p-��REA pENs 9 6"-1'-0• S. MIN EMB M�{�D 1NCE"P SDLSTANI� C+•E ASN IN AV�R 3 •SCHU M�IMUM B MI:1JT ANp E DES CCOr PoIs 6. BSH j AND OTHAER W FINISHES. _ - 7. WHE�YCi STRUCIURNCHORS PE�I.SFlWOODED ETHEIN SIHN1�1LLpBQESI�N�GApLLpED TO(TIONS IU1Y VARY. 'FIELD VERIFTTHAT FASTENERS ARE iHtY)MEQU�TE WOOb FRAMIN11 11 G MEMBERS.NOT mvHgOrtpAxL vL INAT�O PLYWOOD 1 �� !/ �Ay� �� p 1� 7 B 9 B. .ENWGEMEMOkiHRPFALISGI BILSENQIORS REWS1YHAVE3EIiHERAPANMEAD� O0. 15-2374 ,6 TR,U,SS NFA.Dr OR WAFER HEAD('SIDEWALK BOLT")11.N.0. raae oean►rmrr CONNECTION DETAIL: .. z STORM BAR TO FRAME �® 3 6•-1'-0' VERT SECTION . .. /,EIONSIiIWI1DC,P.l. EDGE OF BLOCK/ EDGE OF BLOCK/ MIN�� EDGE OF BLOCK/ MIN EDGE (2)1/4-20 CONC OR WOOD MIN EDGE CON.OR WOOD CONC OR WOOD DISTANCE ANCHORS:'A',"B","C", FRAMING(NOT DISTANCE FRAMING(NOT DISTANCE STEQ BO�� FRAMING(NOT 'D-,-E';F-OR-G-(SEEWITH N DISHES) ANCHOR SCHEDULE ON FINISHES) FINISHES) OR WINQ� NiC .•• A SHEET 3) A =* 0 N!• 9 B 7 9 B 7 u2. 9 B 7 2'�� 9 B 7 3' .A .• 'uM 7v0 • }LLL�iii"' 3/4'MIN. (2)1/4-20 (A.STEEL I g WITH NIRT p OR WINGNUT /II I uDr o ----FH- -----I�-- 10 11 8asN9�t B 10 6 11 10 Kra (2I 1/4-20 "O STEEL BOLT 10 1/2" SHUTTE 3/4' 3/4° SHUTTE 1/2' sHurlE wrm Nur —z 1/2" A 1�' OR WINGNUT SHEATHING 5/16'DIA.HOLES 2' OR FINISH 5/16'DTA.HOLES 4, 5/16°DIA.MOLES 21/2• 6' 21/2' Q. S 2' A z TYP SECTION "A-A" 0 STORM BAR END 4 4'-I'-0' VERTSECRON STORM BAR END STORM BAR END U ®.. " ' § CONNECTION "C" 4 CONNECTION "D" CONNECTION A q 4•.1'-0' EXiER ETEV q 4°-V-0' EX ER ELEv q 4•-1'o' EXTER ELEY W 5 a! a! EDGE OF WOOD I EDGE .. N 3 G FINISHNOT M N ANCHORS. A"OR'E' a ]<rj ES) DISTANCE (SEE ANCHOR SCHEDULE o ¢n EDGE OF BLOCK/ MIN EDGE ON SHEET 3) z^ ® O CONCOR WOOD �A 0 3 FRAM �W 4 FRAMING(NOT VDI STANCE FINISHES) ANCHORS:•D','E','P OR•G'(SEE 9 B T J p ANCHOR SCHEDULE ON SHEET 3) S B 7 1/2' 0 W 9 8 7 B 3/4'MIN. a S 2• 3/4• 10 a�d:< e i --- 21 Ohio101911o (2)1/4-20 (2)1/4-20 11 10 � p STEEL BOLT 11 STEEL BOLT �2• 7 3/4' 3/4' WITH NUT SHUITE WITH NUI' OR WINGNUT 1. OR WINGNUr OR�FINISH SMITITER 5/16"Alk HOLES 21/2' ORRNISHSHEATHING A HOLES s TYP SECTION "A-A" 5/16'DUL 4' NfWIiORq"TLFIWID0�8 B6 TYP SECTION "B-B" STORM BAR END 4 1' 4•. -D• VERT SECTION 15-2374 7 CONNECTION "E" Fmml STORM BAR END 4 4"-1'-0' VERTSECTION q a•-r o• "EMER ELEy ' 5 CONNECTION "B" q 4'-V-0• orm El" �® s.. �./FROXX� MA",P.E. 2.0110. - 0..050 6.0712.'0 _0 00^ ' 3.000'-- }}1.000" 3.50 0.060- -1.560• �\\\��' \, (c 246- 2 .670 ooc• xe.5' Q� 0.930° 0.670° 0.060" �.•:N. D.D6o" 5549 0.soa° O BOTTOM/TOP RAIL 2.500"� '}--}0.500' ••• W O 6063-TS ALUMINUM 3g SINGUE BLADE SECTION . 1 6063-TS ALUMINUM TOP BLADE SECTION �� SIDE STILE •., �.� 3A 3C DOUBLE BLADE SECTION 6063-TS ALUMINUM ii s K 6063-T6 ALUMINUM 4,356" 6063-75 ALUMINUM 2.319' 0.790 4.356• • 3.841° 0.634 DIA. m i! p �2.540'� .634 OLA, 5.000" r 3.84 -0.060 LENGTH-1" 634 DIA.1^ 0.634 DIA. 0.125• 8N 0.125' C W 41 LENGTH-1 ri " 4D SHUTTER HINGE Wi O - 6063-TS ALUMINUM ' 0WALL HINGE qC SHUTTER HINGE 9.063-TS A 0.125 6 6- ALUMINUM 06063-13 ALUMINUM 3D BOTTOM BLADE SECTION 0 3 TS IN M O 9 6063-T5 ALUMINUMQ. O 5.000^ 't• 4B WALL MANGE OAOW 0.532• O m 3.000' 6063.75 ALUMINUM 0.125° u w 0.474• 0.313' 0 0.125" 3,000" 4.000• 0.408" 0.532" 0.408• 0.532^ c; - W . elr N I� 0.125" 0.125• C a $ gO 5"STORM BAR j 3c Up 0.950• ¢-}0.312• wy 0.125 7- 0.12 6005-TS ALUMINUM N _ e a w O STORM BAR CLIP 0 6063-TS ALUCLOSURE MINUM 07 3°STORM 011R O 4'STORM BAR LD 4.96x• Z G w d8' 1/4"THK.6063.76 ALUMINUM 600545 ALUMINUM 6005-75 ALUMINUM " 3: C OR 1/8•THY.A36 STL 2.962•�yI Q a 4.750^ MATERIAL LIST f-1.400•--i l _ O w DESCRIPTION NOTES 2 ° L SIDE STILE 0.594 �- 0.188°y LENGTH-2',4"OR ,0.188^ P 4 BOTTOM RAIL S C Y- 3A DOUBLE BLADE SECTION MAIN BLADE SECTION 10 BAR RC{EWEIL PLATE a 6 S a N 3B SINGLE BLADE SECTION USED AS FILLER WHEN REQUIRED 6063-T6 ALUMINUM q W S 13 P SHUTTER BLADE ¢¢d If a �a 0.188.7- BOTTOM SHUTTER BLADE d d $ ALL HINGE USED WITH SINGLE PANEL STORM BAR RECEIVER 0.250° ALL HINGE USED WITH DOUBLE PANEL NOTE:ALL DETAILS ARE 11 MUTTER HINGE USED AT TOP lk BOTTOM OF SHUTTER DRAWN AT 1:2 SCALE, 6063.76 ALUMINUM UNLESS NOTED OTHERWLSE (2)1/8' MUTTER HINGE y USED FOR MIDDLE HINGES DIA.HOLES STORM BAR CLAP SECURES STORM BAR TO SHUTTER PANEL FRAMES 0.563• 937 SURE ANGLE SECURES SHUTTER SHUT e A6061-76 CORN AJ, = o /I I L\ 7 3^STORM BAR C0F0WFrAWL FL IIGJ JII g a•STORM BAR 5-2374 {---}0.870 5'STORM BAR uq_20RM BAR RECEWER PLATE GRABS THE STORM BAR END CONNECTORTHREADTHICKNESS-0.035 RM BAR RECE[�R ROD LENGTH IALL ACORN USED TO SECURE SHUTTER IN OPEN POSITION 13 WALL CUP 13 ALL CLIP USED TO SECURE SHUTTER IN OPEN POSITION 2 12 WALL ACORN BRASS . .. ... ,AIL K Lb�l9 NARDO.P.E. rCENTERUNE L-CENTERLINE `OF SUPPORT +OF SUPPORT , BAR SPAN `�`A��'SCE•• No PE0046 -- * E9 e --- ----- ---- � %�0, STATE OF rG:NTERLINE CENTERLNE CENTERLINE CENTERLINE 'n•'•. - LL ppc =�.�NUTTER WlOTM' "' COF SUPPORT I OF SUPPORT m km �OF SUPPORT OF SUPPORT �� SS'•�ORLOP•.• LN x Yi BAR SPAN / BAR SPAN ��NAI_LLL�s`M FF _ - m �a48Yq'n 9. tt33� OW — Wo 03 1 SINGLE BAR U� 1/2"m 1'-0" EXTER ELEV W a CENTERUNE CENTERLINE `OF SUPPORT OF SUPPORT ----- ---- tl "-'-- tl = ae BAR SPAN - fig( Ln Iddigil ":.. -- _— 3 THREE BARS 4 FOUR BARS ��� 11 _ 1/2--1'•0' LORER ELEV 6 IR•.1'-0' EXTER MY mNwo°LNMCCme aPmov6 — -- ° 15-2374 — W. i TWO BARS r^ , . MMK L,IMAM,P.E. STORM BAR ALLOWABLE BAR SPAN(IN) V 3•BAR 4'BAR 5"BAR ALLOwABIE STORM BAR PRESSURE TRIO WIDTH CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE �: No PEOD46 (PSF) (IN) 'A'OR"B• 'C 'D' "E' "A•OR'B" 'CI 'D" 'P "A"OR"B" 'C "D' E. 24 114.4 120.0 120.0 120.0 114.4 124.0 124.0 124.0 114.4 124.0 124.0 124.0 30 93.9 112.3 112.3 112.3 93.9 124.0 124.0 124.0 93.9 124.0 124.0 124. 1 36 80.3 106.4 106.4 106.4 80.3 124.0 124.0 124.0 80.3 124.0 124.0 124.0 0 STATE O +/-30 42 70.5 101.6 101.6 101.6 70.5 124.0 124.0 124.0 70.5 124.0 124.0 124.0 ��j ''•.'"ORID . a!_ 48 63.2 97.7 97.7 97.7 63.2 114.4 121.9 121.9 63.2 114.4 124.0 124.0 �sls/ 58' 54.4 92.5 92.5 92.5 54.4 96.7 115.2 115.2 54.4 96.7 116.3 124.0 �irr ONAL 66' 49.2 86.5 89.1 89.1 49.2 86.5 103.6 110.9 49.2 86.5 103.6 124.0 x11111111 Q W" =S 76' 44.3 76.7 85.6 85.6 44.3 76.7 91.6 106.3 44.3 76.7 91.6 124.0 - 24 1 99.8 114.6 1 114.6 114.6 99.8 1 124.0 124.0 124.0 99.8 124.0 1 124.0 124.0 3'N"W 30 62.2 107.2 107.2 107.2 82.2 124.0 124.0 124.0 82.2 124.0 124.0 124.0 --- _ - - 36- - 70.5 101.6- 101.6 101.6 70.5 124.0 124.0 124.0 70.5 -124.0 .124.0 124.0 +/-35 42 62.2 97.1 97.1 97.1 62.2 112.3 121.2 121.2 62.2 112.3 124.0 124.0 ow 0 - 48 55.9 93.4 93.4 93.4 55.9 99.8 116.4 116.4 55.9 99.8 120.0 124.0 w O 58' 40.3 84.6 88.5 88.5 48.3 84.6 101.4 110.0 48.3 84.6 101.4 124.0 66' 43.9 75.8 85.2 85.2 43.9 75.8 90.5 105.9 43.9 75.8 90.5 123.4 76' 39.7 67.4 80.2 1 81.9 39.7 67.4 80.2 101.6 39.7 67.4 60.2 108.8 24 88.8 110.1 110.1 110.1 88.8 124.0 124.0 124.0 80.8 124.0 124.0 124.0 9 R 73.4 103.1 1 103.1 73.4 124.0 124.0 124.0 73.4 124.0 124.0 124.0 a Q 36 63.2 97.7 1 97.7 r 97.7 63.2 114A 121.9 121.9 63.2 114.4 124.0 124.0 r 55.9 93.4 93.4 55.9 99.8 116A 116.4 55.9 99.8 120.0 124.0 0 Ct- 0 48 50.4 88.8 89.9 89.9 50.4 88.8 106.5 111.9 50.4 88.6 106.5 124.0 V 111777~ 58' 43.0 75.6 85.1 85.1 43.8 75.6 90.2 105.8 43.8 75.6 90.2 123.0 W E Jtn 66' 39.9 67.9 8D.7 82.0 39.9 67.9 80.7 101.8 39.9 67.9 8D.7 109.5 W 76' 36.3 60.S 71.7 78.6 36.3 60.5 71.7 96.7 36.3 60.5 71.7 96.7 E sg 24 80.3 306.4 106.4 106.4 80.3 124.0 124.0 124.0 80.3 124.0 124.0 124.0 30 66.6 99.6 99.6 99.6 66.6 121.2 124.0 124.0 66.6 121.2 124.0 124.0 a£ 36 57.5 94.4 94.4 .94.4 57.5 103.0 117.7 117.7 S7.5 103.0 124.0 124.0 = o +/-45 42 51.0 90.0 90.3 90.3 51.0 90.0 108.0 112.4 51.0 90.0 108.0 124.0 W g 48 46.1 80.3 1 86.9 85.9 1 46.1 60.3 96.0 108.0 45.1 1 BD.3 96.0 124.0 = •Et b 6 SB' 40.2 68.5 81.5 82.3 40.2 68.5 81.5 IOL2 40.2 1 68.5 BLS 110.6 Z 66' 36.8 61.6 73.1 79.3 36.8 61.6 73.1 98.4 36.9 61.6 73.1 98.7 1..4 76' 33.6 55.1 65.1 76.3 33.6 $5.1 65.1 87.3 33.6 55.1 65.1 1 67.3 - H 24 73A 103.1 103.1 103.1 73.4 124.0 124.0 124.0 73.4 124.0 124.0 124.0 1° k 30 61.2 96.6 96.6 96.6 61.2 110.3 120.4 120.4 61.2 110.3 124.0 124.0W 36 53.0 9L6 91.6 91.6 53.0 93.9 IL2.8 114.1 53.0 93.9 112.6 124.0 u- +1.50 , +/-50 42 47.1 82.2 87.6 87.6 47.1 82.2 98.4 108.9 47.1 82.2 98.4 124.0 4873.4 4 84.3 84.3 42.7 73.4 87.6 104.7 42.7 73.4 87.6 119.3 2.7 58" 37.4 62.6 74.6 79.9 37.4 62.8 74.6 99.1 37.4 62.8 74.6 100.8 B 9911 76' 31.4 50.3 59.7 74.0 31.4 50.8 59.7 79.7 1 31.4 50.8 59.7 79.7 B 0 -a•�'� 24 67.9 100.3 100.3 100.3 67.9 123.7 124.0 124.0 67.9 123.7 124.0 124.0 30 S6.7 93.9 93.9 93.9 56.7 101.4 117.1 117.1 56.7 101A 122.0 1 124.0 ! 36 49.2 86.5 89.1 89.1 1 49.2 1 66.5 103.6 1 110.9 49.2 86.5 103.6 1 124.0 +/-55 42 43.9 N70.s 85.2 85.2 43.9 75.8 90.5 305.9 43.9 75.8 90.5 123.4 LOAD TABLE INSTRUCTIONS: iddlgil s 48 39.9 80.7 62.0 39.9 67.9 80.7 101.8 39.9 67.9 60.7 109.5 1. DETERMINE THE REQUIRED DESIGN PRESSURE AND 58' 35.1 68.9 77.8 35.1 53.2 66.9 92.7 35.1 58.2 68.9 917 S7O��R�g��Y4V1DM, 66' 313 62.0 75.0 32.3 52.6 62.0 82.9 32.3 516 62.0 BL9 2. FIND THE APPLICABLE DESIGN PRESSURE M THE IST j 76' 29.6 5S.4 72.1 29.6 47.3 $5.4 73.6 29.6 47.3 55.4 73.6 COLUMN&STORM BARTRIBUTARY WIDTH IN THE 2ND `94 24 63.2 97.7 97.7 63.2 114.4 121.9 121.9 632 114.4 124.0 124,0 COLUMN.GO ACROSS THE STORM BAR/CONNECTION TYPE of 30 53.0 91.6 91.6 S3.0 93.9 112.6 114.1 53.0 93.9 112.8 124.0 OOLUMNS UNTIL YOU HAVE A STORM BAR AND CONNECTION S y TYPE WHICH MEETS THE REQUIRED STORM BAR SPAN.USE e 36 46.1 86.9 86.9 46.1• 80.3 96.0 108.0 46.1 80.3 96.0 124.0 THAT BAR&THAT CONNECTION.NOTETHAT IF YOU DECIDE op"=ffMWLfflff fJPE +/-60 42 41.3 83.1 03.1 41.3 70.5 84.0 103.2 41.3 70.5 84.0 114.2 THAT THE BAR&/OR CONNECTION IS TOO LARGE FOR YOUR15-2374 48 37.6 75.0 80.0 37.6 63.2 75.0 99.3 37.6 63.2 75.0 1018 LUONG,ADD A BAR&REPEAT THESE INSTRUCTIONS. 5 58' 33.2 54.4 64.1 75.9 33.2 54.4 64.1 86.0 33.2 54.4 64.1 86.0 3. NOTE THAT WHEN MORE THAN ONE BARS USED ZOO 6 66' 30.6 49.2 S7.8 73.2 30.6 49.2 57.8 77.0 30.6 49.2 57.8 77.0 WITH ONE SHUT'TER,THE MATQMUM STORM BARTRIBUiARY ► �1■_ � 76' 28.2 44.3 51.8 68.5 20.2 44.3 1 51.8 1 68.5 28.2 44.3 51.8 68.5 WIDTH MAY NOT EXCEED 48'. 1.ALL PRESSURES ARE FOR BOTH POSITIVE&NEGATIVE AND ARE PSF. 2.REF.SHEET 4 FOR CONNECTION TYPES&DETAILS. ^�' APPLIES TO SINGLE BAR SHUTTERS ONLY o• . F=gk B9RNA-,P.E. ```1111 u 1 N STORM BAR ALLOWABLE BAR SPAN(IN)ALLOWABLE STORM BAR 3'BAR 4.8AR 5"BAR PRESSURE TRIB WIDTH CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE �; No PE0048 (PSF) (IN) 'A'OR'B' •C' I "D' I 'E' 'A'OR"B' "C '0' 1 'E' "A"OR'B" 'C' I 'D' 'E' •* �• 4. 24 S9.3 95.5 1 95.5 1 95.5 59.3 I 106.5 119.0 1 119.0 59.3 106.5 1 124.0 124.0 .O 8 49.8 87.6 105.0 111A 49.8 87.6 105.0 124.0 �r UTm �x 30 49.8 87.6 89.5 9.5 %p'•, m 220 $•. 43.5 75.0 89.5 105.5 43.5 75.0 89.5 1 :Q •• STATE O 36 43.5 75.0 84.9 84.9 yy +/-65 42 39.0 66.0 78.5 81.3 39.0 66.0 78.5 100.8 39.0 56.0 78.5 106.3 �i ACORIOp'• N I,7 48 35.6 59.3 70.2 '78.3 35.6 59.3 70.2 94.5 35.6 59.3 70.2 94.5 ,`ccls• 0 .5 3 58• 31.6 51.1 60.1 74.2 33.6 51.1 60.1 80.3 31.6 51.1 60.1 80.3 /// QNAV- 9- s 66• 29.2 46.4 54.3 71.6 29.2 46A 54.3 72.0 29.2 46.4 54.3 72.0 /111111111 76• 26.9 41.8 48.7 64.1 26.9 41.8 46.7 64.1 26.9 41.8 48.7 64.1 N O 24 55.9 93.4 93.4 93.4 55.9 99.8 116.4 116.4 55.9 99.8 120.0 124.0 q 30 47.1 82.2 87.6 87.6 47.1 82.2 98A 108.9 47.1 62.2 98.4 124.0 3~W w _ ---36 41.3 70.5 83.1 83.1 41.3 70.5 84.0 103.2 41.3 70.5 84.0 114.2 y 1W3 - ----- -- -- --- -- -+/-70 42 37.1 62.2 73.7 79.6 37.1 62.2 73.7 98.7' 37.1 62.2 73.7 99.6 "- "-- "-- "-p Wm e, F 48 33.9 55.9 66.0 76.6 33.9 55.9 66.0 88.6 33.9 55.9 66.0 88.6 O 58• 30.2 48.3 56.7 72.7 30.2 48.3 56.7 75.4 30.2 48.3 56.7 75.4 ' 66• 28.0 43.9 51.3 67.7 28.0 43.9 51,3 67.7 28.0 43.9 51.3 67.7 76• 25.9 39.7 46.1 60.4 25.9 39.7 46.1 60.4 25.9 39.7 46.1 60.4 24 53.0 91.6 91.6 91.6 53.0 93.9 112.8 114.1 53.0 93.9 112.8 124.0 9 30 44.8 77.5 65.9 85.9 44.8 77.5 92.6 106.7 44.6 77.5 92.6 124.0 a 36 39.3 66.6 79.2 81.5 39.3 66.6 79.2 101.1 39.3 66.6 79.2 107.3 m +/_75 42 35.4 58.8 69.6 78.0 35.4 58.8 69.6 93.7 35.4 56.8 69.6 93.7 LOAD TABLE INSTRUCTIONS: O 48 32.5 53.0 62.4 75.2 32.5 53.0 62.4 83.5 32.5 53.0 62.4 83.5 V 58• 28.9 45.9 53.7 71.2 28.9 45.9 53.7 71.2 28.9 45.9 53.7 71.2 1. DETERMINE THE REQUIRED DESIGN PRESSURE AND STORM BAR TRIBUTARY WIDTH. 66• 26.9 41.8 48.7 64.0 26.9 1 41.8 48.7 64.0 26.9 41.6 48.7 64.0 L FIND THE APPLICABLE DESIGN PRESSURE IN THE 15T W 5^8 Z w 760 24.9 37.9 43.8 57.2 24.9 37.9 43.8 S7.2 24.9 37.9 43.8 57.2 COLUMN R STORM BAR TRIBUTARY WIDTH IN THE 2ND X ce g d 24 50.4 88.8 89.9 89.9 50.4 88.8 106.5 111.9 50.4 88.8 106.5 124.0 COLUMN.GO ACROSS THE STORM BAR/CDNNECTION TYPE 30 42.7 73.4 84.3 84.3 42.7 73.4 87.6 104.7 42.7 73.4 87.6 119.3 COLUMNS UNTIL YOU HAVE A STORM BAR AND CONNECTION r� 36 37.6 63.2 75.0 80.0 37.6 63.2 75.0 99.3 37.6 63.2 75.0 101.4 TYPE WHICH MEETS THE REQUIRED STORM BAR SPAN.USE _ j 42 33.9 55.9 -66.0 76.6 33.9 55.9 66.0 88.6 33.9 55.9 66.0 88.6 THAT BAR a THAT CONNECTION.NOTE THAT IF YOU DECIDE R +1-80 48 31.2 50.4 59.3 73.8 31.2 50.4 59.3 79.0 31.2 50.4 59.3 79.0 THAT THE BAR CONNECTION IS NLARGE FOR YOUR BAR s ® LIKING,ADD A BAIL Q REPEAT THESE INSTRUCTIONS.RUCTIONS. m a 58• 27.9 43.8 51.1 67.5 27.9 43.6 51.1 67.5 27.9 43.8 51.1 67.5 3. NOTETHAT WHEN MORE THAN ONE BAR IS USED 66• 26.0 39.9 46.4 60.8 26.0 39.9 46.4 60.8 25.0 39.9 46.4 60.8 WITH ONE SHUTTER,THE MAXIMUM STORM BAR TRIBUTARY 1Zy 4$ 76• 24.1 36.3 41.8 1 54.3 24.1 35.3 41.8 1 54.3 24.1 36.3 41.8 54.3 WIDTH MAY NOT IXCEED 48'. 1.ALL PRESSURES ARE FOR BOTH POSITIVE!1 NEGATIVE AND ARE PSF. 2.REF.SHEET 4 FOR CONNECTION TYPES R DETAILS. LL O E -APPLIES TO SINGLE BAR SHUTTERS ONLY 8a�dd�a i� �� 0 avmuORwaLmKwova 15-2374 Fam P, OR.O .IIOM� $ 6� O