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HomeMy WebLinkAboutProduct Approval X� ____-N PA VA 11 Castle i W11 Impact Windows '-%Pl mp FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: ALBY,CHUCK Wind Zone: 160 MPH. i Address: 8100 ALISTER PLACE Exposure Category: C PORT SAINT LUCIE,FL 34986 Minimum Building Dimension: 40 ft. Mean Roof Height: 15 ft. Risk Category: II I Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) 1[ Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 52.75 74.25 7 31.3 -34.1 2 Int 96.75 101.25 7 29.3 -32.1 3 Int 95.5 99 7 29.4 -32.2 4 End 354 106.5 7 26.2 -30.2 5 End 104 106.5 7 29.0 -35.9 I i I I 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 Customer: ALBY WorkOrder Number: 02162018013 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -34.1 52.75 74.25 69 79.25 76 9"o.c. I 9"O.C. 2 -32.1 96.75 101.25 113.375 103.75 100.5 9"o.c. 6"o.c. 3 -32.2 95.5 99 109.25 101.5 98.25 9"o.c. 6"o.c. 4 -30.2 354 106.5 390.25 108.5 105.25 9"o.C. 5 -35.9 104 106.25 104 106.25 103 9"o.2. 6"o.c. I i i i i i i I i I i I Florida Building Code Online Page 1 of 2 q^ r � I a :!ire r U �: .a� Q !e X10 � ' pi � � >. o' e.• � BCIS Home j Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications FBC Staff BCIS Site Map Unks Search Florida Product Approval - USER:Public User EFs72�a� t Product Approval Menu>Product or Application Search>Application List>Application Detail m FL# FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived I Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 ,w. (561)683-4811 Ext 7675 f edh@foldingshutters.com f Authorized Signature Ed Heritage '� edh@foldingshutters.com Technical Representative Ed Heritage } Address/Phohe/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 ..y` edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place k"' West Palm Beach, FL 33413 F 5� (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 y. [D Evaluation Report- Hardcopy Received .... f 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. sl Validation Checklist- Hardcopy Received rix Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17- 0725.0 O.PDF of Standard Referenced Standard and Year ( ) Standard Year h"://www.floridabuilding.orWpr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1Z%2fTcUcN... 12/13/2017 Florida Building Code Online Page 2 of 2 1 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code ..4 Product Approval Method Method 1 Option D ` `t Date Submitted 08/17/2017 $ Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 s o Date Approved 10/10/2017 a, u �nary.Of PrOdUCt53. - t m y;?E Number-or Name Descript10 " 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) F:.. Limits of Use Installation Instructions .... Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG 17- Approved for use outside HVHZ:Yes 082.PDF M 'F Impact Resistant:Yes Verified By: Walter A.Tillit Jr., P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: Max span is 12'-0"for+46, -46 p.s.f.A.S.D. design Evaluation Reports load and 5'-2"for+160, -160 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- { r i 0725.01 DRWG 17 O.PDF Created by Independent Third Party: Yes a f Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 4 7 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement S = 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 x electronic mail to this entity.Instead,contact the office b hone or traditional mail.If you have an ` ty y p y y y 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 emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ECheek E 7 E ' Credit Card x �; ; . Safe t I _ i I httr)://www.floridabuilding.orsi/Dr/Dr ann dtl.asnx?varam=wGEVXOwtDav2aBOnHDOOe6r1Z%2fIcUcN... 12/13/2017 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 1/4'0 CRETE-FLEX,AS MANUFACTURED BY NW/BUILDIX, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (FiVHZ) &.1609 (NFIVFIZ)OF THE ABOVE MENTIONED CODE, INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR 111 14 NOS WOOD SCREWS OR 1/4'0 NDSAAG SCREWS._ FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT'TO,BE INSTALLED FOR A DIRECTIONALITY FACTOR NOES, 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 VERITY 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 NDS WOOD SCREWS OR REDUCED TO A.S.D.DESIGN WIND LOADS 8Y MULTIPLYING THEM BY 6.6 IN ORDER TO COMPARE THESE W/MAX(AS.D) 1/4'0NDS TAG 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 73. 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 z INCREASE IN PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, ALLOWABLE STRESS FOR WIND LOADS WAS NAT 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-FLET 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.I.), HURRICANE TESTING LABORATORY(H.T.L.)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL 13E'AS INDICATED ON NOTE C.1 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 BE 0 10 x 3', 410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4"0 ITW BUILDIX TEX SCREWS, W/FULL THREAD PENETRATION. STRENGTH & WA ksl TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLOOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co, BOX 507.WEST CHESTER PA 19381. NOTES, 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF ITW BUILDER 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 ksl 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 TTW/BUILDIX TQC SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL S.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 304 OR 316 SERIES STAINLESS STEEL WITH 35 w MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. S.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9.EACH UNTT.MUST BEAR PERMANENT LABEL IN A M518LE 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 TECHNOLOGI',AS MANUFACTURED BY I.T.W. BUILDIX,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"SOLD SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN..V-3000 psi. LABEUNG TO COMPLY WITH SECTION 17.09.9.2 OF THE FLORIDA BUILDING CODE 1/4'10 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f'c=3350 psi. 11.FOLDING IMPACT PROTECTIVE'SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES, BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. At)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.O.) 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;Le.WHERE THE SITE CONDITIONS-DEVIATE FROM THE P.E.D. A2) 3/4'SOLD'SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8') INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,-PURCHASE AND INSTALIATION.MCLUDING UFE:SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY'AT 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 WHD WILL BE'RESPONSIBLE FOR THE PROPER (8) 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 - 1/4"0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER,INC. TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4"0 x 3/4"SOLID SET,AS DISTRIBUTED BY ALL POINT SOLD'SET ANCHORS. (E) THIS P.ED. ITSHALL'BFAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. R {till jyi'`� 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. {{ 't A. 7��'����� PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(E.D.)SHALL BE.AS PER SHEET 13. a Q!. . w eeep ' NS''•' ✓� B.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK UNIT. NO c FLORIDA BUILDING CODE(High Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG =• ® ���,V/ .y ®z0n nLTEco wa MINIMUM SHOULD STUCCO EXIST AND I"MINIMUM FOR WALLS WITH NO STUCCO. , V TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRWN BY' V,L B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. 1, . /1T ANCHORS SHALL IC LONG ENOUGH B. REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE '�O IL. E G O L.Nc. FOLDING SHUTTER CORP. DATE SHALL BE AS INDICATED ON NOTES B.1 &8.2 ABOVE. :' CCC TILLR 7 TING R ENGINEERING COMPANY 7099 HDISTRER PLACE 'ATR PNL G1R00¢.n a11as IsEmm.rL 33413 en-r Xnd) vr M.1800-043-071 17-082 pl[f./LI `. -mail::lilteeaeaoLeem M Jolfnphutt mm' GRAVING Ne rNKL fB-0006719 WALTER Jr.A IWT .;P.E. eme,sex m.w em: -P.E�'S1:AEi$IENANRE/GATE FLORIDA LLk.{/4167 qp Iayu mpjp�n d SWEET 1 OP 13 .B7•J' 7.➢N' 3860' 3e6o' 1 .2 2Jao• '� pq� r.9JB• aye � �� tan• `�.. � _ _ .062• - - q .p' •96z+ y ti 41 1.165 "3� O3ti ©SLAT 4761• .! a .6ee'r.9x•-- -r6 ® SLAT LINDOW Q L-END FLAT END 5� MAYIN FOR ALL INSTALLATIONS, 606J-76 ALLOY 6067-TS ALL J-TS ALLOY MAY NCLUDELUDE PERFORATIONS AS PER (TO BE USED ONLY FOR INSTALLATIONS RIOR CENTERPIECE DETAIL ON SHEET 3) JO FEET OR HIGHER ABOVE GRAVE ® ERIOR CE IEC 6 ALLOY MEASURED AT.60TTOM*OF`OPENING 6 ALLOY SEE COMPONENTS 20,21 &22 ON 95� SHEET J.) 'SOS• .661' 4)73' z/12' - 2696' 1.961' 197' .7.718• 2012' p $..I7°'. '�. 1.007• 1 1.637' .067' S m.170' •6.11 .)?0' .600' -.178' - •O .� .062' h .062' 1 .067' Wr-;�2 oz© ATAFADER CEILING HEADER ® BOTTOM SILL. TRACK OTTO T CK6063-T5-ALLOY ® 6 -T6 ALLOY 'ti 2696 t2 '090 COMPONENT a b t1 t2 ,097• .930' $ '� 13 2" 5•'MAX. 0.125" 0.125" 3770• N „ .oer• _ 16 2" 4" MAX. 0.25' 0.25" .069' o Q 1" 2"MAX. 0.062" 0.062' I.N6' �I ALT. BOTTOM TRACK ADAPTER 02 EOTTOM RAIN GUARD ALUMINUM ANGLES ® RAIN HOOD 6063-T6 ALLOY 606J-TS ALLOY 6067-T6 ALLOY J-T6.ALLOY (�.QWPONEN TS lid i, tl FLORIDA BUILDING CODE(High & Nan High Velocity Hurricane Zone) .osr 8 L�l� N • �' 02017 71LTECO INC. J�1 ; •'•+:• ? DRUM 6Y: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ILL 5 3/8"0=18 ACETAL 8 LOCKING TUBES '°°° IL. E C O Ino. FOLDING SHUTTER CORP. °'DUE THUMBSCREWS AT CENTERPIECE 9 CORNER POST "-09 � """' "n���;atNEEtptN0 O0^yl� WES101. �)n N" Q 15 onon.i(emmelt-t65o':m.a(5np7t-tmt PH:Te00-e43-e371 17-082 FOR & n 6067-T6 ALLOY 6067-T6 ALLOY ��Y.''•.�OA�AP '.��te� °E9ODOBOv991.nm .w.fel6pgeAu0e scam ONATNO Ne IN. 28 1/2"LONG = // WALTER A TTLUT ar.P.E. o e r< I®19DT1V3 , •iETbATE FLORIDA Lic.B 44167 m'.B-m� m)pv/n IV f1l- SXEET 2 Of Id