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HomeMy WebLinkAboutProduct Approval . Florida Building Code Online Page-1 of 2 i — ® : ' r e ' • rf o �^ BCIS Home I Log In User Registration I.Hot-ropl6 I Submit Surcharge Stats&Facts I Publications Contact Us I BCIS Site Map I Unks Search Uo Product Approval '�Oft �,,,,//USER:Public User RECEIVED Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R2 MAR 12 2019 Application Type Revision Code Version 2 ST.-Lucie County,Permitting Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldlngshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tllllt Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By Troy Bishop,P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT SYSTEM CERTIFICATION OF INDEPENDEN 17-0725.0 0 PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1Z... 2/14/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 SummaSummary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions 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 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP. TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrioht 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rlZ... 2/14/2019 Caste • " " Impact Windows FACTORY DIRECT SINCE 19694 : COMPLETE HURRICANE PROTECTION SOLUTIONS 1862 Dr Martin Luther 10ng Blvd AMera Beach,FL 33404 800.648.6571 Prope4y Information Building Information Owner: CHEW,RUSSEL Wind Zone: 165 MPH. Address: 5605 S Indian River DR Exposure Category: D Fort Pierce,FL 34982 Minimum Building Dimension: 45 ft. Mean Roof Height: 20 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) JHeight(in) IFElevation(ft) 11 Pressure(psf) Pressure(psf) 1 Int 111 52 7 41.3 -45.2 2 End 111 52 7 _ 41.3 -52.6 3 End - 111 - - 52 7 41.3 - -52.6 ..._...._................_......- -----..._.._....._._.._...- -.._.._..._.....................-------- ---..._..........-..............-- __........--------............._.__.._... _._....._.._-- -----._......_..-._.........---..._..._.._._._..._...--- - 4 Int 111 52 7 41.3 -45.2 . _._...---..................._.._.._.....__...-----..............................-------._...................................._.-- ._..._._._........................_...--............._.._........_........--._._....._................._......- ..._.__.......................--- -_._......._._._...._......._._..._._..-..... _ 5 Int 92 52 7 41.9 -45.7 _......................._...._...-_-_.._...._._........_......_............__...._....-__...._...........................----._.._...._..._................................_...._.....__...................._...................._.._...__._..__...__.........................._...__... _........................ _- ._._.___....._..._...._......_._-__....__._..............._..... _.___ 6 Int 37 87 7 43.1 -46.9 ......_.._...._............__...__.._._._._....___..... -.__-_.._.__...._........--.----.____._.__..__.._..-- 7 End 83 55 7 42.0 -54.0 __.........-------------_..._..-.._....__._....-_-__--................._........-----.___..__._..__._._-------..___.......... _.....__._ 8 Int 24 47 7 45.4 -49.3 ---.........._..........__.-...-......---.................__....- --._..__.............._....._.._....----- - ...---- .._-_...._........._.._.---_.... -_ ................._...---- ---- _ -_..._._..._.....----...............---- 9 Int 54 47 7 43.8 -47.6 --- ]0 ------ Int -----------24 --- - 47 --- 7 -- - 45.4 � -49.3 11 Int _ - 27 51 7 45.4 -49.3 _.. -------....._....__.........--- ---..__......._.._...._..........--- .._........._......_....- -- .._.__.........._......._._.._..-- ----..._._......_...--... .. . --- .... _._.-. .........-- ------ 12 End 112 39 7 42.2 -54.3 -. _._.... ._. .._ . ._._.._.._.__. _......... ... _._._......--- .... ............_.._. --... ..._.......-..... ... ........_.. _.._-._...----...._........_._-....--_-_------....-----_..... ----.._.........- -.._....--- 13 Int 72 52 7 42.6 -46.5 _ ...__. . ..._........... _.._. _....... _ ._ _._.. . ............._ ..__. ._ . .._.................... ... ... ..._.. ..............- - -._... .._................---......_......I..........._....._.... . ._---- 14 Int 69.5 86 7 41.2 -45.1 ......................_..... --....................................._................._...........__.......................... ---..........._...................................._..__......_....__................._....................._......_..._.........-........_...---......_................_............_.......__._.._......---._............................._....._.___............ 15 Int 104 52 7 41.5 -45.4 ................---...._...................._._..-...._-...............-- ...-......................_...... _....----...._..................__..._.-_.�._......................----...---.................--- ................__.__._....__...._..........__-.. _ 16 End 84 47 7 42.4 -54.9 .........-...._._...._-._...---._.._-.-...................----._..._......_....._......_...._.....-----.__..__..._.................._....--------....._.......__........_.........__..__..-................ 17 End 84 47 7 42.4. -54.9 . ...._..._................._-......_........._.........._....................---- --................................_._.._.._......__._._........_..........._..---...._......---......__..............._.......-_...._................... _.._........- ---._.......... - . 18 Int 24 47 7 45.4 -49.3 19 Int 28 55 7 45.2 -49.1 20 Int 28 55 7 45.2 -49.1 __....__._.._..... - _......_.... _.............-..._._....__......__._..._-....- ...- ..... ..._._._.._...___.._.... .._...__..._......--.._...__... --_-- - --._.__..._....._._._.__..........---._....___..._........... -- 21 End 28 55 7 45.2 -60.4 ..................__ ........ -. .._....__......._._._..__...__._.._.__....... .._..._-................ . ...__.... .__..._ .__............................._.._._.__................._........._..........----._..._......_.._..._...._._.._..... _....-----..........._..----...-- .._...._........._............ _..--- _ 22 Int 29 55 7 45.1 -49.0 ...._..........._.................................._..................._..................._......._............................................................_..................._....._......................._..._...........---..-....................................._.._.._....._....................................._..........._..._.........._....................__......._.......--.................._............................_._......_.................................... _._._..._.._ 23 Int 27 53 7 45.4 -49.3 RECEIVED MAR 1 ST, Ludy CountY, Permitting Page 1 of 2 i Castle Impact Windowsy FACTORY DIRECT SINCE 9969 COMPLETE HURRICANE PROTECTION SOLUTIONS 1862 Dr Martfn Luther 10ng Blvd Wera Beach,FL 33404 800.643.6371 PropertyPr6perty Information Building Information Owner: CHEW,RUSSEL Wind Zone: 165 MPH. Address: 5605 S Indian River DR Exposure Category: D Fort Pierce,FL 349.82 Minimum Building Dimension: 45 ft. Mean Roof Height: 20 ft. IL 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) 24 Int 24 36 7 45.4 -49.3 25 Int 24 36 7 45.4 -49.3 26 Int 24 36. 7 45.4 -49.3 Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 2 of 2 Customer: CHEW WorkOrder Number: 02012019008NO301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -50 111 51.5 120.75 52.75 49.5 9"o.c. 9"o.c. 2 -50 110.75 51.75 120.5 53 49.75 9"o.c. 9"o.c. 3 -50 111 52 120.75 54.25 51 9"o.c. 9"o.c. 4 -50 110.5 51.75 120.25 54 50.75 9"o.c. 9"0.c. 5 -50 91.75 51.75 105.75 52.75 49.5 9"o.c. 9"o.c. 6 -50 •36.5 86.5 47.5 88 84.75 9"o.c. 3"o.c. 7 -50 82.5 54.75 92.75 55.5 52.25 9"o.c. 9"o.c. 8 -50 24 47.25 32.75 49.75 46.5 9"o.c. 9"o.c. 9 -50 54.25 47.25 63 49.75 46.5 9"o.c. 9"o.c. 10 -50 24 47.25 32.75 49.75 46.5 9"o.c. 9"0.c. 11 -50 27.25 50.75 36.125 53.25 50 9"o.c. 9"o.c. 12 -50 112.25 39.25 128.5 41.5 38.25 9"o.c. 9"o.c. 13 -50 72.25 51.75 88 53.75 50.5 9"o.c. 9"o.c. 14 -50 69.5 86 82 88 84.75 9"o.c. 9"o.c. 15 -50 104 51.75 121.625 53.5 50.25 9"o.c. 9"o.c. 16 -50 84 47 92.75 51.5 48.25 9"o.c. 9"o.c. 17 -50 84 47 92.75 51.5 48.25 9"o.c. 9"o.c. 18 -50 24.25 47 29.25 47.25 44 9"o.c. 9"o.c. 19 -50 28 55 36.75 56 52.75 9"o.c. 9"o.c. 20 -50 28.25 55 37 56 52.75 9"o.c. 9"o.c. 21 -50 28 55 36.75 56 52.75 9"o.c. 9"0.c. 22 -50 29 55.25 37.75 56.25 53 9"o.c. 9"o.c. 23 -50 27 53 33.75 55.25 52 9"o.c. 9"o.c. 24 -50 24 35.5 29.25 36.5 33.25 9"o.c. 9-,:-o 7 25 -50 24 35.5 29.25 36.5 33.25 9"o.c. 9"o.c. 26 -50 24 35.5 29.25 36.5 33.25 9"o.c. 9"o.c. 27 -50 95.5 44 100.75 45 41.75 9"o.c. 9"o.c. GENERAL NOTES- 1. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT'EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXIS71NO WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE:THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED.AT HIGH VELOCITY HURRICANE ZONES (HVHZ)AND OUT OF THEM(NHVHZ). - 1/4"0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY, OR 1/4'O CRLIE-FLEX,AS MANUFACTURED BY'TTW/BUILDIX, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,ORB 14 NDS WOOD SCREWS OR 1/4'O NDS 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 DIRECTIONALLfY-FACTOR NOTES, 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 TAPCOR OR 1/4'0 CRETE-FLEX OR 814 NOS WOOD SCREWS OR REDUCED TO AS.D.DESIGN WIND,LDADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE'THESE,W/MAX. (A;S.D.) 1/4'0.RDS LAG:SCREWS KID'THE WOOD FRAME UNIT SHALL.BE 1 1/2-FOR CI 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 7HRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY W COMPONENTS&ANCHORS THIS P.E.D.;AS TESTED.WERE NOT OVERSTRESSED,A R INCREASE IN ALLOWABLE STRESS FORR WIND LOADS WASM(ET USED IN IN THEIR ANALYSIS.A DURATION FACTOR CD - 1..60 WAS USED C.2) MINIMUM EDGE DISTANCE OF 1/4'.0 TAPCON OR 0 CRETE-FLEX OR ED FOR VERIFICATION 814 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 FORIMPACTAND FATIGUE RESISTANCE HAS BEEN VERIFIED.IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST STORE. PRECAST,CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626 W 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 MAINSUBSTRATE BEHIND SUCH PANELS. (H.E.T.Q. HURRICANE TESTING LABORATORY(H.TL)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1416&1604 OF THE FLORIDA BUILDING CODE (D) TO EXERTING STEEL STRUCTURE MIN. 12 GAGE,FY-33 KSI (MIN.) MATERIAL 2. STAINLESS STEEL:SHEET METAL SCREWS USED AT SLATS O&®SHALL BE B 10 x Y. 410-HT MINIMUM SERIES W/ 173'.6 ksi YIELD -1/4'0 TW BUILDIX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH'& 187.4 ksi TENSILE STRENGTH..SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Cc, BOX 507.WEST CHESTER PA.*19381. MOTES: 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 IIW BUILDEX 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 ksi YIELD STRENGTH AND.90 k3l TENSILE STRENGTH OR 7•ANCHORS SHALL BE INSTALLED FOLLOWING'ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDIX TEK 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.T SHALL BE THE RESPONSIBILAY OF THE CONTRACTOR TO VERIFY TETE 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 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 NOTE.DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,.TENANT,OR OTHERS,MUST PROPERLY CLOSE.ALL CENTERPIECES:AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE: LOCKS' 10.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/'ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILDEX,INC.TO MIN.f'c-3192 psi.. WITH SECTION 1709.9.3 OF.'THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY.OPENING. - 1/4'0 x 3/4'SOLID SET,AS.DISTRIBUTED BY ALL POINT SOLD SET ANCHORS TO MIN. fb=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.fc--3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SWILL'COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY MOTES: 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.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE.THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A2)3/4-SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8' INTO THE POURED CONCRETE (B) CONTRACTOR:TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND..INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT.BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED;HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM.SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS.THE CONTRACTORS RESPONSIBILITY, A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT.E.VALUATION.DOCUMENT WILL BE'CONSIDERED.NVAUD 1F 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.OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. USE OF THE'P.E.D.ENGINEER OF RECORD,ACTING:AS DELEGATED ENGINEER TO THE P.E.O.ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR.REVIEW. - 1/4'0 x PCON3/4' O ADVANCED THREADFORM UTED TECHNOLOGY•AS MANUFACTURED BY I.T.W. BUILDIX,INC. (E). THIS P,ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0.x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS. - 1/4'0 CRETE-FLEX,AS.MANUFACTURED BY PREPARED T.ELCO CONSTRUCTION PRODUCTS. A p ELI) EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-TLD(INTO CONCRETE BLOCK UNIT IS 1 1/4'. so oil I( PEIRMITS IN LATHEo OFY BE TO OBTAIN MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET'13. 1 8.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY-EMBEDDED(7/87 INTO THE CONCRETE'BLOCK UNIT. NO �A - FLORIDA BUILDING CODE (High & Nan High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20,S.S SCREWS USED SHALL BE 1 1/2-LONG y J• O,44187 i 02017lareeo INC. TITAN II-TOURING IMPACT PROTECTIVE SYSTEM D BY.MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR.WALLS WITH NO STUCCO. �s O L B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISEING WALL, - 9 �71T � FOLDING SHUTTER CORP. 07/20/17ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE C O INC. DATE SHALL BE AS INDICATED ON NOTES B.1 de 8.2 ABOVE =Q �I Al COM 1 70e0 REMSIFW PUCE !Q►IyTj �[. 1 7WT TESTING h ENGINEERING PANY v IAT aa1 n0.]a.a" WWPR:1lPAW DO-etl-Wn g�R.]1 17-082 ES-DODRAWING A O6O19.eom ...Jold�Nuttemm� DRAWING No WALTER TIWT Jr.P.E. ma n. mmoox mrt ' P.E� �R.NATWtE/pATE FLORIDA Ue.1 N157 � SHEET 1 Oi 1] soot• 2P.1 79e7 4 .•� r 2 ,.ax•: �a qtr u7a' '�,• '4 � b _d OS7• Q 8 �. uq• W ©SLAT. 476.e, .071 r9Jo' • r 7.7so• 606J-T6 ALLOY ® SLAT WINDOW Q L—END Q FLAT END 7.7so ATO B USED FOR ALL/NST unONS 6063-T6 ALLOY _ 6063-T5 ALLOY 6063-T5 ALLOY ® EXTENT CENTERPIECE MAY UDE PERFORAHO AS PER (TO BE USED ONLY FOR INSTALLA77ONS DETAIL O EET J JO FEET OR HIGHER ABOVE GRADE .® .INTERIOR CENTERpIF'CE 6063-T6 ALLOY MEASURED,AT BOTTOM OF OPENING 6063-76 ALLOY SEE COMPONENTS 20,21.&22 ON 37� SHEET J.) sror .6lI• . 1901• I.71J• 2/J7' 8030• 4 $.r20• A7� zarr - .eu- 5 of �• Laar .ear .lao• 2u7• 4.I & .too- 3 F4T- -ZUG— —f2 .oa3- �•' 7: _ oa2•. L a aoo • 9 zns' ash• .oe7' J7,J• Reza' 9 ® WALL HEADER ®OT R"Lt�l!zs���7��T' R.O- ® CEILWG HEADER Q BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 6063-TSALLOY a7lILIr�l7.CiEif! TRACK 6063-75 ALLOY 6063-T6 ALLOY ® 6063-T6 ALLOY 6063-T6 ALLOY 0: ws•>y '0D0� COMPONENT o D ti Q 9'Ja• .070' �• o .. .13 2' 5"MAX. 0.125" 0.125" .& 'O61' ✓-t © 2'' 4'MAX. 0.25" 0.25' 8 o © 1' 2"MAX. D.062" 0.062- 1.11a ©1 ALT BOTTOM TRACK ADAPTER ©2 BOTTOM RAN GUARD © J ALUMINUM ANGLES SIN HOOD 6063-T6 ALLOY 606J-T5 ALLOY 6063-.T6 ALLOY 6063-T6 ALLOY r� PONEN TS t ,.•• FLORIDA BUILDING CODE(High &Non High Velocity Hurricone Zone) • �r•••• 020,7 TRTECO INC. J730 Q •'ti - TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OfW17�: ' N1 3/B",�-16 ACETAL ! FOLDING SHUTTER CORP. UTE LOCKING TUBES zees+ " AT CENTERPIECE _CORNER POST 9'. ?' 1Il11T TEJTINO!ENGINEERING COMPANY TODD xEe6TREEr PUCE me Nrr.aan.s4 7h.ao>.Taou.,oMooa n s,ta WEST PAW fiTi1LT1,,{L JJNJ. O ,� rte.:(7m)o,-,eoo....:oo7m,-,7+, Pxq•tem aa>ent 17-082 .-maa:.On.eooca.e«n 6063-T6 ALLOY 6063-T6 ALLOY ;•��'••.. ... 'a�•�d Ee-0006719. . fd4'g h.N..._ 6lunxo Na MIM 28 1/7'LONG WALTER A T1LUr Jr.P.E. tN,r>!O ra. .aura y,r RDRIDA'U U.111u167 J vMX4 ce WT (J)ROWS'OF tr MVl IfJ: iO IPP TO WTTW _ FJYE 1/4'0 HOLES Wall FA SPACED .1/B'APART [SLApp O IN BOTH 2-CUP EACH SIDE TABLE 1: SOURCES FOR & 1 8p O DIRECTIONS. ,�. OF WINDOW(SEE TABLE 1) x¢KNUCKLEAk VVVO SLATS R4aJ Lto TYPICAL PROPERTIES STAR04RD WC MMAME KNUCKLE REFERENCE LNTERLL/SCIENCE PLASTIC i�P) �P) 20 LLCAW"LON Jf LEM 103 RESIN N @1YSIfdL• WEWNG WINDOW SPECIFIC GRAWTY ASTM D792' 0.043 u/In 0.043 Ib/.' ta�eo� lG�NTTIor TENSILE YIELD STRENGTH ASTM DIM 9,400 P J. 9,500 J. f FLEXURAL STRENGTH AT YIELD- ASTM D790 Ra 12.500 p.s.i. 13.400 DSI. 2 I.T/4' FLEXURAL MODULUS .ASTM D790 340,000 P..L 345,°0°P•aJ. O 2 t plat)ton SNAP-IN END IMPACT' 3 M4X. O$ L, OF WINDCUP OW 17 NOTCHED IIDD AS7N 0256 18 FT-IDI/in 17 FT-lb/in �� (SEE TABLE 2) TIRE R IRNIN. epae•irplrnC9. Hy�z J, SMOKE DENSITY ASTM D21143 47.2 7T 64.5 W MAX 'RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS 1 A SELF IGNITION ASTM D1929 1040'F 980'F y SCAT WINDOWSLAT WINDOW 0.060'THICK WEATHERING, ASM G155 U W t;j S POLYGWBONATE NLZYWC TENSILE SRLENGTH AFTER WEATHERING ASM 0638 9302 p.o.i. 8840 P..J. U, 1.000' WINDOW(SFE TABLE 1)' 2� 2 � TENSILE STRESS BEFORE WEATHERING. ASTN 0638 8461 p.aL880. 8p.a.T. W -AlAC (2)WINDOWS MAY BE IN ONE'SLAT SPACED N m A14K' N,s A MIMMUM OF 24'APART, WITH 12'MIN.FROM ¢Cl ENDS OF SLAT TOP&BOTTOM. -g sur MUST LVER E INSTALLED AaIacENr TABLE 2: SOURCES FOR nAr p >a ENTLFP/ECES�OR�,NOR AT CORNERS OF PRODUCT, LLL9JER IDOL COMPANY O o o [o—�— TYP/G1L PROPERTIES SrANIARD OLMJC Nn DN PMT 000 ® SLAT TT7NDOW DETAIL REFERENCE 20312" 0-0 ELEVATION) PHYSICAL.- SLATS AL: SLAT S / �yY O p SLATS 20 SPECIFIC GRAVITY ASTM D792 0.042 lb/Zn' N KNOCK U p O KNUCKLE VIEWING (TIP) op (ryP) WINDOW MCCH_•ulr 0000 (J)ROWS OF U°O TENSILE HELD STRESTRENGTH AM Am D630 13,500 p.s.i. aaea•���'111}���L 777''µl�o.taz' FLEXURAL STRENCIH AT YIELD ASTM D790 15,000 pa.l. p O JI/8 /HOLES s 4 NOTCHEFLEXURD M°OULVS ASTM D256 450,000 QO EA.SPACED 2 P aJ 1MPl+CL' lruoa aa;rwwce J/B•APA?f lrLyp,. �ou• °'°i0. NOTCHED IZOD PSfN D2S8 0.6 FT-Ib/in TOWTWTIGM W BOIN To MATeaRGM a THERMAL PRGPERNF9, FIDe DIRECTIONS. EDGE ana app. COEFFICIENT Of THERMAL EXPANSION ASM D696 5.5 x 1(71. F FLWN4BILITY UL 94 V-2 21 _CLIP 22 SNAP-IN END LYI.IP MELTING TENPFFATUPE ASM 03418 500'F USED AS AN OPTION FOR ALL INSTALLATIONS ® SLAT WINDOW ELEVATION UNDER LARGE MISSILE:IA4Y INCLUDE PERFORATIONS AS PER THIS DETAIL. - PICAL n SLAT WINDOW DETAILS MAX/14X (2)WINDOWS 4KY BE W ONE SLAT SPACED � MIN.24'APART(MAX.EVERY TO SLATS). Wf N) VIEWING WINDOW & IL 71 . 22) CLIPS TYPICAL ALTERNATE PERFORATEDF 1 SLAT WINDOW ELEVATION {SMALL MISSILE (LARGE MISS/LE IMPACT) v�ENS 9 e FLORIDA BUILDING CODE (High & Non High Velocity Hurcicane Zone) ®2017 TILTECO:INC. NO.44167 : TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN #L Y.L. FOLDING SHUTTER CORP. °'GA/17 TILUT TESTING do ENGINEERING COMPANY �� NrY �DI@V J, Nm nror..uM.u..lm-a�,Ra-lwalPs..Whlm.luo.(iGoMa7Dnaal-,lnulaTlm HDISTREET PLACE WEST PAIL BECK FL 13 H 1100-043-6371 17-082 •ra C�'Ly. p;6nAcot7Pol.com. evrlda:gMlrtt«amlp DMITINO Ne EB-0°08719 WALTER A T'LLTT Jr.P.E ®® uv moron P.E: /DATE FLORIDA Ue.f 44167 an uiH aT/roAT tar SHEET J OF 1] 1 2 3 4 5 .8 7 A B 6 ' O' ®' ®+ 03) A 4 2or3OlY/ 03 ,16 , 17 GR 19 4 OR 5 ® (2) tv W a o USE FORPANS AT 30' O.C. FO1 5 ♦ b 2 ♦ NOTE ON®& LOCKING TUBE ®AT Q4& 6A). y Io w UP TO 99 0 a j 1.TWO(2)@ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED w USE(3)®.AT 30.O.C. AT 30" O.C. FOR SPANS UP TO 99". USE THREEPO(3) FOR LARGER v o FOR SPANS LARGER SPANS SPACED.AT'30" O.C.AT MIDSPAN. COM NENT MAY BE THAN 99"UP TO 144' INSTALLED INTERIOR OR E ERIOR SCREWED TO'TAPPED' ENTERPIECES W I 4QOR M. LOCATION OF 1• SHALL BE AS SHOWN ON TYPICAL ELEVATION. tt a 2. (2) LOCKING TUBES Q�.,'HAL�ALWAYS BE USED TOP& BOTTOM AT PRODUCTS CENTERPIECES_,IOR(JAT ALL INSTALLATIONS. LOCKING TUBES 4♦ ®SHALL BE'SECURED W LEVERS AS SHOWN ON SHEET 9.. OR 1.8 (2 &U-1L ML i' i SEE LIMITATIONS FOR®ON SHEEP 2 I 1 LIE! END CONNECTION DETAILSON SHEET 9 TYP. FULL ' ^ CONCRETE CONCRETE BLOCK HT. �. . O O+ 13 , O,+ 1'6 , WOOD INSTALLATIONS. O O O O O O O 9 + 10 9 + 0 + 13 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION a► N. T. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. 11�AA' SEE SECT DNS 7, 7A & 78 ON SHEET 7. i11' SER A. SEE SECTIONS 1W'& 2W ON.SHEET 10. 11 Q� ., IJ•=,. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. 1111' L`E ✓ = SEE SECTIONS 7AW, 713W, 8W & 14W ON SHEET 12. NS FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ®7017 TIL7ECu NC. DWUT1�., NO.44167 TITAN II FOLDING IMPACT'PROTECTIVE SYSTEM IL E C O ENS. FOLDING SHUTTER CORP. °'DATE A ilWi 7ESTINO 4 ENGINEERING C04PANY 7089 HUMIRFLT PLACE = � ..•'.. 6315;nL rt,SI,.]W.YTGNA GYmllls,0.SLIM WESr PAW BFAGL FL 33413 e� 43".1 rexiv.n-sw 1000-043-4371 17-082 ®W OBa01a9ulcom m.Idmn W.U.sewn DRAIRNG Nu G WAL70 A.7BUf Jr.P.E �'. mr lnl mn uu P:C'9E:}L/f/pfAKNE/OATE FLO..Lb./N167 m/m/n $NEEr of 13 POURED CONCRETE OR CONCRETE BLOCK WALL AEOUIRED. OPTIONAL RAIN HOOD OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON STRUCTURAL WAIL (SEE SHEET 13) ROLLER HOU CONCONNECTIONC 0.060' HOUSINNGG (NON-STRUCTURAL) (NON-STRUCTURAL) REWIRED. TRIM(DECORATIVE HEAD) (TYP•) Q 6 1.000' 2.500-MN. W $ 7 ,/, 7. MIN. ED. ' () M � BGIION CI C2 f �� '' m ./ OPTIONAL ROLLERSN �� — (SEE SHEET 13) ' RAIN HOOD 0.855*0(IYP.) ul if (NON-STRUCTURAL) 11 /10 x 3'S.S.S.M.S.0.373* a O.S 'LONG NYLON 3/16'ALUM 3/16'ALUM.POP RIVETS. I 13 + BUSHNC W/A 0.1. - CONT. POP RIVETS, S O 1B'O.C. I LONG TOP SECTION 0.500' 0.163-x0.270- O 16,O.C. 2 I (2'x4'MAX. .0.0.AND 0.245'i.d.AND x0.030' 1/4'I IIW BU9DD( 0.223'IDNG BOTiou ULTRAFAS 7AFCON'W//ADVANCED 1 SECTION 0.320'O.D.ANO WEATHER I MIN.SEPARATION THRFADFOH11�6AlOGY 1 0.245-i.d. S'TRIPPNG Ek. POURED CONCRETE TO GLASS OR 1/4'��EIDO 1/4.0 x 1•TEK OR CONCRETE BLOCK 9r CONSIRUCLKXN PRO0UCf5 (IVP:) SIDE(TYP.) '--Tor j WALL REWIRED. (`�SCHEDULE, 1 Of SCREW OR 1/44-20'x1' ON SHEET 13) � CREW- W/1 3/4, 1 S.S.MS WITH NUT A 3/18'ALUM. ®t e� t ,es NK EMBEDMENT O 6'O.C. POP RIVETS, $ 1 WASHER O 4'O.C. O 18.O.C. y }� or tE POURED CONCRETE 1 LI I t OR CONCRETE OLDCK' MIN.SEPARATION WALL REQUIRED. 1 ) Of 1 TO GLASS i Or (SEE'SCHEDULE ON SHEET 13) t 113) t H MIN.SEPARATION POURED CONCRETE TOGL SS ORCONCRETE BLOCK —(SEE SCHEDULE W4REQUIRE-0. ON SHEER 13) or. CONNECTION C2 k4 (SEE ' I scow OR',j4o 20-x1'SS.MS WITH NUT A .O 4'O.C. /10x3'SS.S.M.S.W/1/2'b� 1/4'0 f//fW BULLDEK. CID 1'LONG NYLON BUSHINGS OFMWTEgDiW04caeE °rP.Bon Top AND 3/4 WALL FACE MOUNTING INSTALLATION CONSTRUCTION 4P•R�OLI�s T3 Y (SEE SHEET 13) RO GLLER,Houswc mP AT CRETE-E1DI W/1 3/4• 1 SECTION 2 MN..EMBEDMENT O 6'O.C. 1 (2-xP MAX.) WALL FACE MOUNTING INSTALLATION50 x OF ANCHOR SECTION 1 ,/2'-1 SPACING O GROUTED BLOCK REQUIRED 1.000'�� 2.500 MIN. (MN.1'c 2 kat GROUT)OR POURED CONCRETE ECTURAL MIN. .D� WALL EXISTING (DECORATIVE SILL) O 6 ANCHOR SPACING' STAG D C O SPACING DECORATIVE WALL TRIM TRAPPED DETAIL 0 6 ,,AA...,,,;, MOUNTING INSTALLATION 1,,�P�ER A, T/�� SECTION 3 INSTALLATIONS & CONCRETE BLOCK �YYI �`CE�S� :� ,A.S.D. DESIGN PRESSURE RATINGORIDASBUIIDINC CODE (High & Non High Velocity Hurricane Zone) SCALE: N.T.S. * O•.44167 { ®2017 TILTECO INC. TITAN II FOLDING.IMPACT PROTECTIVE.SYSTEM DRAM f` NOTE FOR COMMINATION OP SECTIONS: * �.�,.� •'* E.D. = EDGE DISTANCE FOLDING SHUTTER CORP. 07/10/17 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) = Q e, '� E C O lNc. DATE IN ANY WAY TO SUIT ANY INSTALLATION. r,•' 111 TILLIT TES NO A EN04NEERING COMPANY 7089 KEMSTREET.PLACE -: s1•'' 1 4155 KW.Sa,R SL.Eta-Pq;NMLa4 WW2 R.. WEST PAW BEACH,R 33413 _ ,•1 Hn�.•o-aoaten-,an.r...(w5pn-,m, P1L•....IokBn9a 1600-ass-8771 17-082 L 1s p�AEN I moil:bl0cofoq.com Ws a oom ORAKING Ne t SEE LIMITATIONS FOR®ON SHEET 2 • ®-0008718 WALTER AtUllr oat acmmn oa P.E.SFAI:/iI�ATURE/OA7E FLORIDA170./NJr.16P7.E. m/m/,� � SHEET. 5 OF 1.1 1/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 6'O.C., 0.060•THICK S.S, 1 POURED CONCRETE OR ROLLER HOUSING I MIN.SEPARATION I NLN.SEPARATION CONCRETE BLOCK WALL y I TO GLASS REQUIRED TO GLASS CON1D7MM E0. EQ. OPTIONAL RAIN HOOD I�—(sEE SCHEDULE (SEE SCHEDULE (SEE SHEET 17) (NON-STRUCTURAL) I ON SHEET 1]) 44111,,O! y ON SHEET 13) 1 O! /IOA3'S.S.S.I.S.W/1/2.0 ALTERNATE 3/16'ALUM. 'L'7 T �m ALTERNATE 3/16,ALUM. T x3/4'LONG NYLON BUSHINGS POP'RIVETS O 5'O.C. POP RIVETS O S'O.C. I �I (TYP.TOP)AND 1'LONG(Typ. AT REAR. AT REAR. BOTTOM),EKCEPT AT ROLLER MOUSING(1YP.) Cs W �� /' (2)NYLON g D.&M% (TTP.) �I I I �' 9 I RD S EQ.EO •z y I I 0 PCP RIVETS O 10,D.C.BOTH SIDES S I 51 O 10'D.C.BOTH SIDES 6�ALUM.POP 3/16'.ALUM.POP ORIFMATION 8 W`rm O 18'D.C. /10aJ'SS 5.4.5,W/ IOJSH LONG NYLON NT.CA 631. MW.]/{'PLYWOOD BUSHING W/A 0.1 SD' I ypl,SEPARATION 0.270'x0.0]0• \-MIN.3/4•PLYWOOD ' LONG TOP SECTION 0.300' _ REQUIRED $ 1/T'MIN. 0.D.AND 0.245'L0.AHDI TO GLASS ULTRAFAB $ REQUIRED 0.223'LONG BOTTON I�(S�SELL STRIPPING EA ,i1�,O! "� 1/4'o TMCONS OR ri SECTION 0.320.0.0.AND+ ON SHEET 13) SIDE(TYP.) E7'T a� ANCHORS 'O.C. / I 1/4'THRU BOLT W/ 0.245'Ld. Inu EWACH R&NUT O TO'O.C. Vyp•) T 1/4•TKRU BOLT W/ g ' �Iy WASHER&NUT O 5'O.C. 1/4'0 TAPCONS OR POURED CONCRETE OR CRETE-FLEK ANCHORS 6'O.C. CONCRETE BLOCK WALL T 1 O! REQUIRED 2'x4'OR 2'a5'xl/8' POURED CONCRETE OR 5':3'x1/8'6063-T6 COM. ALTERNATE 3/16'ALUM. T 6063-T6 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE. POP RIVETS O 5'O.C. ANGLE. RED WALL AT R i STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 e MAX.AS.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF W 1D MAX.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF i n5 Yi 3/16'ALUM.POP RIVETS.0 I MW..SEPARATION • ��'/Y/l�// "! 10.D.C.BOTH SIDES To GLASS (OCHER /N-SCHEDULE HEEETT113) o J E0. --EQ. I / &ANCHOR LLG ®t ORIENTATION (SEE MEET 13)C3 A TERNATTEE LEG c ////bf%///G///� I•N.• ANCHOR ORIENTATION 1/4Y x 3/4'TEKS SCREW W/ W POURED CONCRETE OR 5/8'WASHER OR 1/4'a 3/4' •z CONCRETE BLOCK WED BOLTS W/NUTS&5/8'WASHER,0REQu 1 4'O.C. BUILD—OUT FACE MOUNTING INSTALLATION •' a 3 SECTION 4 (FEET« %' o 347 1/4'0 x 3/4'TEKS SCREW POURED CONCRETE OR OR 1/C x 3/4'BOLTS W/NUTS `°"� "`�� INSTALLATIONS DETAILS INTO CONCRETE m &5/tl'WASHER O6'O.C. & CONCRETE BLOCK BUILD"', r6.e--MOUNTING e--MOUNTINGINSTALATION SCALE NT.S. o� a•1�` 4A (BOIIW FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NO.4416 j 02017 TILTEco INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °ROW BY' NOTE FOR COMBINATION OF SECTIONS: '� E.D. = EDGE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 07/20/17 IN ANY WAY TO SUR ANY INSTALLATION. t FOLDING SHUTTER CORP. v R IL ECO.ML:. TN1E ! v TILOT TESTING&ENGINEERING COMPANY 7080 HEMSIREET PLACE T SEE t1MRATI0N5 FOR ON SHEET'2 _C.. ••, �� S 0w n•.xu.sl.m.308,WACYAA r-Yl0G4 n yI4B WEST PAW BEACH.FL 33413 17-082 ® _ - /O•..'.,.E�6� ITTI. rn..,.wa ,-.6�,m<orouN(<anl0n_1SlI PH: nulta..rn7m DRAWING No Al- ...1 'rr1T WALTER A D067E. 1Ur.PZ out v1'SE4U{9WKAIURE/HTE FLORIDA Lie.:/44167m Wu mro/I' SHEET 6'OF 13 kl, POURED CONCRETEC011adam N CD REQUIRED (SEE SHEET 13) 0.060'THICK S.S. ROLLER HOUSING OPTIONAL RAIN HOO/m/a/1, (NON-STRUCTURAL) (2)NYLON ~ /1Dx3'S.S.S.".W/1/2'0 ROLLERS 0.855'4(TYP.) x3/4'LONG NYLON BUSNINGS (Typ.TOP)AND 1'LONG(Typ. I 8 BOTTOM),EXCEPT AT ROVER MOUSING C".)/10 x 3'S.S.S.M.S.W/ 0.373'LONG.NYLON J/16'AWLL BUSHING W/A 0.150' POP RIYEI", I LONG TOP SECION 0.50°' ( O 18.O.C. O.D.AND 0345•T.I.AND CONT.0.18310.270'x°.030' 0.223'LONG BOTTOM ULTRAFAB WEATHER SECTION 0.320'O.D.MID I STRIPPING EA.SIDE(TMP.) 0.245'Ld. I f or (TMP.) I I @ t �. MIN.SEPARATION t ' T _ --(SEESHEET U13) i LE W TO GLASSnON i I ON SHEEP 13) (SEE SCMEDUIE ) 07 ON SHEET 13) ®t I '' MIN.SEPARATION & 1/4.0 x t'TEK SCREW ORTO GLASS T/4r2o%1'S.S,MS WITH (' (SEE SCHEDULE (NON-STR OPTIONAL U GUARD NUT k WlS.O 4'O.C, ' ON SHEET 13) I CNRAL) { 9 ALTERNATE 3/16'ALUM. POP RIVETS 0'5*O.C. I OPTIONAL.RNN GOURD AT REAR. (NON-STRUCTURAL) I ALTERNATE 3/16-ALUM. Nil I g ALTERNATEWRNLEc ' PDP RIVETS o 5'D.C. >` yy++ LocmoN ^gANCHOR �N Cofffa=ION AT REAR n n g 3/16'ALUM.POP RIVETS O 10'O.C.BOTH SIDES (SEE SHEET 13) x' 3/16'AL .POP RNETS r - --- O 10'O.C.C807H SIDES EDGE OF T.7 / EDGEWEEM/ IFPa..CONCRETE A� IUCABIE REQUIRED 13) POURED CONCRETE POURED'CONCRETE /. REQUIRED. REQUIRED COIYE1CI1011 C8 •MIN.ED. •.:MIN.E.D. (SEE SHEET 13) NTN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING. SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SE91I0N 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE SCALE: N.T.S. L1/'�, .,���'✓'• FLORIDA BUILDING CODE (Nigh & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: * No.44167 •'S ®'2°n>LL1a°IHc' TITAN II FOLDING IMPACT PROTECTIVE SYSTEMT' E.D. m EDGE DISTANCE � � Y,L N ANYUNTING WAY TO SUITNS ANY IINNSTALLAnONBE !N� (SEE SPECIFlCATIONS.ON SHEEP 13) ;�t FOLDING SHUTTER CORP. °7/2°/17 G,TL 3 TIWT TESTING k ENGINEERING COMPANY 7088 HWSIREET PLACE '••.. 0 L OTS7 NY.NIIl.s SIt 3M.YA(90A n wn. WEST PAW BEACH,FL J]41] T SEE LIMITATIONS FOR®ON SHEEP 2 "'?+� ra. lam�n`+1+y1 �:1e00-e43-e571 17-082 SMf//yYY p fr1 -e ta. 1 UdNnpNuG4rnc4m GRAYING No V iANAI.� ,f WALTER A TIWT Jr.P.E. cw •i.�� /L)SIONA7URE/OAIE FLORIDA UI"167 r.OH W/m/w v C. SMELT 7 Of 13 POURED ON,CROM SAW umx x (rte) a rspm TUNE PM$04DAVLE BLOCK WALL RCOURCO (sR SARA (2)RM OF I/WAPCM TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE 70P OR BOTTOM) (6)V+`.3/4'TEM 3CFX* 112i�1-1�------- - ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS AT I oz.LoNGRUDANLyl o o kwimum SPAN LENGTH EA- END PER END OF TUBE ------ ----- TUBE PRODUCT ,,-5RAN TUSE PER C1UVUUE S Al 063-Td PaDY c o 0 C, SIZE PAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM asa Ir' , owa T V3 /c x scREw m. TUBE TUBE TUBE .a L3-.3- �,.e«3".r 60" 106.0" 13 8 r.11l/4'4 LD*= -Ta am ANO 2".4'0/8" 96" 85.0" 17 10 (six-4 (SEE sCNEDUUQ I -- __UENANGLE 14.- 69.0" 13 8 am(rvp 117.0" 17 10 %r rw� 'a 1 21 1 3%2*.1/4'.UENOTN 1--0- 2"Wx 1/4" 96, 110.0, ow-To MAN= C4T 21 12 Its 144' 97.0' -----------------4"spm TUBE U:Nn� 80- 109.0" 17 10 TYPICAL VqfApQk(MBE AT T04 2rx5-xl/8- .96, 100.0, 21 12 SPAN TUBE MOUItMNQ )NSULLAnom 144* 81.0" 17 10 x spm nm 80' 124.0 12 .L -'Ar m. 2"Wxl/8" 1 21 12 'T 144!' , 9-3.G' 21 12 Ot YAUD ALSO FOR MIDHOGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE x12. SHUTTERS HEl;HT ABOVE&BELOW DOES.NOT EXCEED THE MAX.PRODUCT SPAN 'In/4'.LENGTH SHOWN ON TABLE 1. (SO:ssCN([DuLQ (SEE R-ALJ-UAKLE DO t 3*.4- 3'a* �-TVAUJX ANCLE Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE MAYJMUM ALLOWABLE TUBE REVO ANGLE NUMBER OF ANCHORS 1/41! .1/e TOK sCREw -0 0 o C, SIZE SPAN SPAN LENGTH EA ENO PER EN0 OF TUBE S7 PER ------- 60" 76.0' 13 12 (SLE 50NIDULE) a2-x4-xl/8- 96- 60 17 15 '14e. VTOO,e TOA, e MX,SPACM TUBE PER SOIEOVUE - 144" 48.0" 13 12 &.Dm* AT 2'0 savam ANCHORS OYPj OR GROUTED CONCRETE (smm (2)RM OF1/4-#UPCONS TYPICAL EIVL&WWBE AT BOTTOM) 80" 87.0' 21 18 BLOCK "FAMUOUD (TIP-)(sm SCHEDULE) 2").4%1/4' 96* 79.0" 21 18 SPAN TUBE MOUNTIN12 INSTAUAMON 144" 65.0" 21 18 spm Im LfNCtN^ so* 77.0' 17 15 (8)1/4'.314e*MIKS 550=- AT 21 D.C.to-maNDuy. 1/2'M. GTH 6050-16 AUK ANGLE 2-x5-xl/8- 96- 0.0, 21 18 {BLT +ns .(sm somw 144" 57.0' 17 15 80* 88.0' 21 Is O1 I 2x6'xl/8" 96" 81.0- 21 18 Z .74 1 144' 66.0, 21 16TIONS DETAILS f kLLA W/ SPAN TUBE.INTO POURED CONCRETE V j L '4'TOK'EVNEW 0 OR GROUTED CONCRETEBLOCKWALL SCALE-N.T.S. 0 0 A,o -O.._l4o--2--------------- 'p, PER$cNEDUuE TUBE PER��x ssliiATING•+172.0 PSF -To .0 0 0 W.3* FLORIDA BUILDING CODE(High Non High Velocity Hu *cane Zone) el • 7 .ANNIE I (-ux NO.44167 02017 TIUECO HiCt TITAN it FOLDING IMPACT PROTECTIVE SYSTEM 07/2D/17 ILIE- C 0 inc. FOLDING SHUTTER CORP. - DATE 1 7053 Koismw PLACE ROOM CONCRETE TILLIT TESTING a WEST PALM BENCH.FL 334 3 17-082 &,ocx OR mou 3%4' 3*.3' 3CRETE7,r.l,�4�. ft 33'. INKI. PH,-iaoG-#43-5371 !!f!., -T5 ALUN. --fd&APbv"- r TW SON smumuUE) RE X D""a H. -OdIRWK - ( (a)114T TyptCAL MIDNE104 L tot no EB AT Z1011'.P.E. SPAN TUBE !QUtMNG INSTALLAT101i YAITER T SEE LIMITARONSDA U..'1 44167 1 1 1.113 AATUfWDATE FLORIDA 1/4'..1 3/4' TAPCONS/CRETE-REft (SEE SMFEr O ANCHORS O Ie'O.C. 1]) EASTWGLASS -EXISTING STRUCTURE WN.ED. xF� STRUCTURE (SEE SXFET 17) EXISTING1 9 5.7W Crlr.) / STRUCTURE 3/9•r THREADED H eIQ 3/18'POP RIVETS OR •CENTEMECE FOR01 ,/{'a,1 3/i / 1/C.O.C.3/s•ID'S • UKCNS/CRETE-nElf 1B• \ 1 15 1 1 � ANrWow°I9•O.C. 3 1 /�"I ki:NErs or R t or 1�t or 1�t I 7°IS O .47 4°�`� WALL FACE or 1A t W \ END CONDITION 18 90.0' 90.0 2 3 80.0 90.0* \ 3/16'POP""MM / 8 4 SH WN V4•.o.c 3/4•TEAS o / (LEPERS INTERIOR OR 5 I6• ` r OR EXTQ6041 ) (Etc ITDTc r) (2)@•30•D.C.o EXTERIOR WPAHo U TO D9 " �„,`�;)";a / O.C.0 WC3P FOR UP o'TE°oM"SPAN FOR NET 18 13 HORIZONTAL SECTION 20 ro 114 SPAN rntWm l8 ,wY BE FISfA . SCREl1 MAY BE INSPI Ep MORQOMAL SEY`TIWI (LEPERS EXTERIOR WTERIOR OR EXTE TOR) (LEPERS INTERIOfl I /16'POP RIMS WiQ6OR OR EXTERIOR) ) OR E.IB60w TilfS°tn' *MAY VARY OR AT L=SAT AT TRhPPID IMSTALIATKMiS 4 OR�- SOSS-TB AL ANGLE WN 4 OR(5� ITAP�11/GRETE-r1Ex SHO TAPCON/CRETE-FLEX \ SHOWN 1 sEE LwTAT(ONS FOR©ON:sNFtEEr 2 ANCHORS o'I6'D.a.To\ 3 / EXISTING STRUCTURE \ ANCHORS°IB'O.C.TO� EXISTWO STRUCTURE DUSTING STRUCTURE BUILD—OUT I/2' 1•.2 END CONDITION aN, Bow-T6 A EOY A R3E E0"E. 3/1I POP 3/4* '/ RIVETS 1/{'.3/4•TExS Rxi. FX6iWG SIRUCNflE 1/C.3/4'SOUS p/ END LOCK ANGLE NUTS o 12•D.C. END LOCK ANGLE NOTE 1 HORIZONTAL SECTION HOM MAL SECTION Y.2•.1/5'6063-T6 I/{•.3/1'lEx ONE LOCKING TUBE, PART � SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR ORCONT'uuNWuu TENT ANGLE SCIOSYS AnACxED ro ONE (Z)®O]0"O.C.° CENTERPIECE O 6.O.C. INTERIOR.CENTERPIECE®OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®. A YD(2) FaR u rD se SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE. SPAN (3) 3 a w 0.357'x0.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED O.C..°UOSP FOR UP INTO IT WITH A 0.120' o.d. HOLLOW PIN.THE BOTTOM .1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW WAY BE AINSTAAIlUUBED A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE.TOP AND ROUND BOTTOM INTER"OR DaEWR) OF THE TIP A SQUARE, 0.475'xO.475'xO.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR (5� ALUMINUM LOCKING TUBE 118 A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE,'INSTALLED. ONE • 0 18 SHOWWNN (1)PIECE, 1.375' LONG, WITH A 0.366'xO.366'xO.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE @. THE TOP OF THE PIECE MUST INCLUDE A 0.684' (Lop RSA) DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION'LATCHING LEVER. . , ' SOLID THERMOPLASTIC TIP INSTALLED AT @8 SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 18 (ITAYJ HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. -- 4 OR 5 ( OR OR) SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HORIZONTAL SECTION •,1tQ`�.• /Tj/ FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) _ 02017 TUIECO INC. END INSTALLATION DETAILS INTO CONCRETE, 44 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRArw� 07/20/17 BLOCK & WOOD (AS APPLICABLE) FOLDING SHUR CORP. GATE y' Sfpp TIWT TESTING G ENOWEERINO COMPANY 7089 H04SIFIV PLACE •• t' Av3 x�-JFU. w.wa,xOKI 'n 11,u p6F Pull BGCN,FL 33113 '•F�ORID�`:'a`� {E - -IF70. .t3w�+t-',m, -bolo-huttm 17-082 fll °1 EB--00067719 com 9 I•• DflAtlWO No WALTER A TOUT Jr.P.E. oasTla -- •••A• FLDRIOA Lc.IT SHEET 9 OF 13 ALA 2'. NGL 1 2' ALUMINUM AE ANGLE BUILD-° 4 S PER SECTOR 4,ION SHEEP 8 A A I *A—.-.i; 2 316•POP RNEIS. ` 2'•2'A 1/ OF 2'A 2' ALUYWUM ANGI ANGLE LED WAY FACE AWAY FROM OPENING (ASS SNOAW)OR TOWARDS OPENING.NO ANCHORS $$�2 flEIXRl3"57R HOST rRE �I T MOUNT TION 4,WELT 6 (2)3/16'POPRWETS, EACH LEG OF 2'a2' ANGLE ALTERNATE WALL EXTERIOR ELEVATION N1lIEL SIMILAR AT HEAD PLAN VIEW A—A o"R°`Bo xfOARraIIE yi �:�`` OFDPRODUCTD BOTH sloEs (2)1,/,•..0/4' II : ��a i OPTIONAL SIDE ANGLE TTRSOR 3/16•POP LH' IIIIL 2' 1 Y ANGLES TOP h-2• (FOR SECTION 4.SHEET 6) RIVETS PER ANGLE TO TUBE BOTTOM OR TO YPLL(2 REQUIRED) Z 1/4'I TAPCW/ -REL ANOWl6 EA ANGLE TO SLAB ® 0 ® C'-1/4'•a 1 3/4' 01D PIECES MAY BE MANal T I ANC O RS/CRETE-RE% /SEN°OR L ENO I ars o,e'D.C. 3/16'POP WETS ORTEICS ELISnNG STRUCTURE 1/4 314 §ENO O.C. 3 CORNER POST ISOMETRIC EDGE�WNCREIE � SLAB. (TIP.AT TOP AND BW=nCM SLABS) ^ CESERWOT BE F{AT •l TRAPPED END CORNER POST CONDITION Wf FLAT END HORIZONTAL SECTION I,r , 7�C/r' ��•�.\�R ERtJRr '•Y FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. [ ��0• 1+ T ®xoumTECDINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN By. JILL CONCRETEBLOCK & WOOD (AS APPLICABLE) ' SHUTTER. ua :�; : 11. E.Co Ewo. FOLDING SHUCORP. 07/20/17DATE TIWT TESTING h ENGINEERING COMPANY TOOK HEHSTiEET PLACE G .' �. Oof.wN,w aIOOR 0.7EIM WEST PAY BFACN.-R.1417 f .4I ,R>mm 1-,mI.a..,tn+aT,-,vl PH:leoo-6u-6n1 17-082 .�5 �•••••• �li�'1�, Ultecooed.wm v r0ixgmuuv n DRAWNG No 6719 WALTER A TLLLR P.E.SEAL/S M&TURE/DATE FLORIDA.! (t H167 m,sru mpn/n SXEEE B4 OF 17 1 —WALL FadSN f OPTIONAL RAIN HOOD {NON-5181101URAL, WALL FINISH q 0.080,1MCK SS. 110.3-SS.S.Y:S.W/1/2-0 r3/4- CONNECTION C2 STy'fl Op ROLLER HOUSING �1TI.00NG(fypr.BOTTOM).TDU EPT AT ROLLER HOUSING(TYP-) / ' 0.080-THICK S.S.ROLLER HOUSING ' ci r I ' OPTIONAL RAN HOOD ( NYLONi (NON-STRUCTURAL) -,LZ ROIL FRS I .' ! \ 0.855-41 I FRS{i1P:) .tG-� /y 6 214- ix J-S.S. .N.S.W 3/16-ALUM.POP f0 _ REQ'D. 1 / RIVETS.O 18.O.C. r"r->•:.a- Y 0.373-LONG NM1AN CONT. > $ y a 8USN0TG Wf A O.iSO` 763'x0270- •t CON0. OMM G1 LONG TOP SECTION 0.500 0.6O- O.D-AND 0.243-ld.AND ULTMAFAB /of 0.223"LONG BUTTON i WEATHER � '—1 SECTION 0.320'On.AND STRIPPING EA 1�t {J,• , 4 °• ; 3/Ri0. OMS PO.C. i 0.245 Ld. SIDE(IYP.) � �m i MIR) G i MIN.SEPARATIiSH' WHmSEPARATION 2'x4'CONT.WOOD TO OWSS HEADER REQ'D. (SEE SCHEDULE T at w {SEE SCHEDULE ) at ON SHEET 13} j w ON SHEET 13) �T 214-CONT.WOOD i PLATE REO'D. i WALL FACE MOUNTING INSTALLATION o �. CSN-K(TOP) EA y � 1 i OOi.,DwgN Ct -j '11`1 1 WALL FINISH WALL, FACE MOUNTING INSTALLATION SECTION iw INSTALLATIONS DETAILS INTO WOOD ,Ifjl;ttftloislr y- ��� A. ri���T `p� -•• •`• FLORIDA SUR-DING CODE (High & Non High Velocity Hurricanc Zone) Z SEE LIMITATIONS FOR ON SHEET 2 �022DI77 te=a INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM No.44167 ,dQg$; OR[,n,.alueTlON OF 5ECT10NG ■e■ r B.�=s a7/2a/1T ` ,o:, ��L��CCOswc. FOLDING SHUTTER CORP. ATE t— FOR W000 FRAME CONSTRUCTION:W000 MEMBERS TO rIANY ANG SECTIONS CAN SE COMStNEO Q •,� :; 708P HEWSTREET PLACESE HVVE A MIN.SPEGFlC pENSi1Y OF O.a6 OR EQUAL snuT TEsr1Nc a ExDINEEama cOMPAHY wwPNL�.r SMI3�PH:tD17-08.?WAY TO SUIT ANY INSTALLATION. O �•'TL itn" QR1 4+1.1' -4-moi:i"UeoOad.cam mrf".p huetns¢m ORA1Titta No EB-oaa87191 wo,rruo. oar �.. ana.w� Y8ILTER 0.TLLIT Jt.P.E. I� vLDRim.LIC 1 44te7 au a-ou mnw,: SKEET ro oT Ss 1/4•o.3/4•TENS SCREW OR 1/4•.3/4' BOLTS W/NUTS&WAS O 6'D.C. ( / 410•'(Min.)EXISTING WOOD BEAN REQUIRED.STRUCTURAL ADEQUACYOF DusnNG CERTIFIED BY REGISTERED WOOD BEAM TO BE \ ENGINEER OA MCWIECT PRIOR / WANE FINISH 0.06D'THIGH NG 1 SEE LIMITATIONS FOR ®ON SHEEP 2 To PRODUCT INSTALLATION.2".4'CONT. CONNECTION C4 Eo Rouen HDLLswc WOOD HEADER OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS: REO'0.j E0. E0. (NON-STRUCTURAL) /• ! I \ /lONnNG.3 S.S.SNS W/ 1/2Y.3/4' IN ANYUWAY TO SURONANYCINBE STALLATIONINED CONNECTION CO— L G LONG NYLON BUSHINGS(TYP.TOP) ATA 1'LONG(TYP.BOTTOM).EXCEPT / i • r; AT ROLLER HOUSING(TM.) ,w I NOTES. / r-E 0 ' OPTIONAI.RAIN HOOD f y a ' 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO F/co (TmLLERS BE HAVE A YIN.SPECIFIC DENSITY OF 0.46 OR EQUAL I i�• (TMJ -- I 3 1 •AUIN. 10 a 3'S.S.S.Y.S.W 0.373•LONG NYLON I 1 8 F--P:T VETS' r BUSHING W A 0.150/LONG TOP SEC ION 3/18•ALUM. ALTERNATE LEG O.C. / I LOCA710N CONT, ( 0.500.O.D.AND 0.245'Ld.AND 0.223•LONG I I POP RJVErs. (SEE NOTE•) 0.163*.0.270'.0.. BOTTOM SECTION 0.3220'';O.D.AND 0.245'Ld. O 1e•D.C. M .SEPARATION I f STRIPPING WEA.sure TO GLASS I (TYP.) or Q�t Q (SEE SCHEDULE ON SHEET 13) i� MW.SEPARATION I I i 1 or t MINiO GLASS sloN -(sem GLASS SCASS HEDULE I 18 (SEE SCHEDULE I I ( ON SHEET 13) I I 1 or ON 13) 1 or Q� t .- 1 ALTERNATE 3/16•MUM ALTERNATE LEG ! or ' POP RIVETS O 5.O.C. ( -_ LOCATION j OPTION&RAIN I ALTERNATE LEC A7 REM. r__r l r-�T-__ r _ NON-STRUCTURAL LOCATION I' 7 L (SEE NOTE•) ( ) ' J � � (SEE NOTE•) I` II I1 ; I _____r_., II ALTERNATE 36' pop A I ' ' P R O 5, O.C. REM. 214'CONT.iMIN WOOD PLATE1'T�1y REO'D.. 9 I�J_____•__-____ 8 a ____._ -____ I p •�� 3/1C PLUM.POP RIVETS \\ ^ I In •r a O 10'O.C.BOTH SIDES A - a 3/16'AWN.POP FIVERS O 10.O.C.BOTH SIDES d EO EQ. I or..MIN.WOOD 0. R DELI(REQUIRED 2.4'CONT. u 1 ` 1/4 P 4 TENS scALTv Mo FINISH NADWED) 3/4'TEKS SCREW WOOD PLATE RE0'0. 'f 1 i I OR 1/4•. 4'BOLTS W/NUTS 5/8. /6 WASHER OR '1 1`I &s/B'w o s'D.C. L 1/4'.3/4'BOLTS W/NUTS& CONINECTM C8 CONNBanDN C4 5/a-WASHER O{'O.C. 2'NW.E.D. Y WN.E. CONFECTION CJ If P. I 11� +I FINISH 1 f WALL F114SH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW,1'( t7..GM) SECTION 7W Qom.' .T✓ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) DOTE 0 ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED _ pp,,44 c 02017 TILTEC°INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 3 O.9'167 ••• l YL INSTALLATIONS DETAILS INTO WOOD .o FOLDING SHUTTER CORP. DATE SCALE N.T.S. t� T=1 TE5TIN0 A ENGINEERING COMPANY 'TRIO HLNSIREET PLACE •�0•',•• / r1II�-NN u.81.YM,WG(M C4m0q M1 311M WEST PAW BEACH.FL 33413 F •.<ORI P.' kA1;•, L>AJI m.ro.dopinl_ISTI PH:te°o-e43-6371 17-082 ... ��1• r j tl;L. .I_ —fw&.ph.Ua.— DRAWNG No L EB-0006718 _ _ WALTER A TRUT Jr.P.E •!�F#1/DONE FLORIDA U../44167 n!m/n SHEET I1 OF 13 y^ YIN.SEPARATION I I Mw.SEPARATION Or �.1 (SEE SCHEDULE TO GLASS r� ON SHEET 13) SCHEDULE (SEE SCULE ON SHEET I J) �� Or OPTIONAL RAIN GUARD (NON-STRUCTURAL) 1/4'A a 1'TEK I ALTERNATE 3/16•ALUM. 11n SCREW OR 1/40-20-.1- POP A O S'O.C. S.S.YS WITH NUT � , 9 WASHER O 4'O.C. n %, - 3/16'ALUM.POP RIVETS n a O 10"O.C.am SIDES IDGE Of SLAB_ F APPLICABLE _ 1119 EDGE OF SLAB Al 'ATE TI @ n ry C7 IF APPLICABLE ANCHOR 1OG710N � � - �— (SEE NOTE•)- 14 Flu, _ Lv -_ -- DECK REQUIRED (NO FSH ALLOWED) CONNE1CTM CD EDGE OFFINISH SLAB IF EDGE OF Y EON.E.D. APPUCAAE �� SLAB IF 27 MIN.E.D. EQ, APPLICABLE T SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION I TT 1 YIN.E.D. 1'MIN.E.D. NOTE FOR COMBINATION OF SECTIONS: SECTION 7BW SBO 1' w2'.6'YIN.WOOD DECK REQUIM 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MDL SEPARATION FLOOR MOUNTING INSTALLATION 270-CONT.WOOD TO GLASS NOTES: PLATE REO'D. (SEE SCHEDULE SECTION 7AW (BOTTOM) ON S'EEr t3) 1- FOR WOOD FRAME'CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN, SPECIFIC DENSITY OF 0.46 OR,EQUAL WALL FY,OSX 1 (3) 2 1/- IN EO .. Y 2- SEE SECTIONS SW& 14W FOR MAX. A.S.D. DESIGN or Qsy i scaews ON 2 1MID MRI, MIN.E.D. PRESSURE RATING& SPANS W PENETRATION AT YIDWIDTN I"a 4'a.1/8" (27 OF RAFIER/RiUSSES 6063-T6 CONT. o \ ALUMINUM TUBE , =I 1/4'x4•(6063-T6)FIAT EXISTING 2X WOW PLATE W/1/4.6 11'TEK TRUSSES OR RAFTER 2"x4'MIN.WOQO , scpi.0 6.O.C.w AT 24"D.C.MAX. STUDS 0 16'O.C. I I I I BETREEN.TRUSSES OR 1/8"a4' -T)F9 -50°• I PLATE W/1/4'6 xl'lEK 1 1 ~ 2 1 4"r TAPCON OR 1 4'6 CRETE-FLEX SCREWS O 4'O.C.IN (l / / 1 1 BETWEEN TRUSSES ANCHORS oR 014 NOS WOO°SCREWs OR 1/4'► 1111 l B __. EDGE(IF APPLICABLE) NDS LAG SCREWS AT MIDWIDTH OF EA.STUD W/ 2.1/2'Mi,THREADED PENETRATION INTO WOOD (2)NYLON 1/4"MAX.PLYWOOD EXISTING SOFFIT �U0 I I 1/4.0-.3/4 •TEK L SCRCIY 1/4 20.3/4' O.B55'1or� 110x3'S.S.S•NS.W/1/2'0.3/4"LONG `1 1 ` EO.--I-�EO• sS.BOLTS W/NUTS h (Tn•l NYLON BUSHINGS(Typ.TOP)AND 1•LONG 1 WASHER 0 6'O.C. 010 x 3'S.S.S,Y.S.W/ I B ( ')BOTTOM)•EXCEPT AT ROLLER HOUSING 1 i ' 1 SCR 0 a 6" C.SCREW O 6'O.C. °.373•LONG NYLON MOUNT TO WOOD STUDS MOUNTING INSTALLATION DUSTING SECTION 60' I GDNT. INSTALLATIONS DE a�YL' �•--:, SECTION �4w oTroM) LONG TOP .245" AND 0.163•x0.270• O.D.0.AND LONG OTT AND x0.0.10• 0.227•LONG 8077011 MIN.SEPARATION - 4� MAX. A.S.D. DESIGN PRESSURE RATING= +60.0. -60.0 P7 SF 0.320'O.D.AND 10 GLASS ULT171FAB •� INTO WOOQ���. ••••••' ,�✓ . 0.245'T.4. (SEE SCHEDULE 5 RPP�c.FA� Or 1 ••,CJENS •'• FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE N.T.S. (TYP) ON sHEEr 13) I sWE(TYP) I - 02017 TQJEC0 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM No.44167 Y.l. 17 HEADER TO TRUSS MOUNTING INSTALLATION FOLDING SHUTTER CORP. °'�.7 ° IL ECO.NQ. 20/ TIL11T TESTING k ENGINEERING COMPANY SECTION 8W (TOP) C. 131f Na.3.0 L sb aro.Yu01.A W60S G 1T1Y wEsr P 1 fiP EL x13 ��,c�•. Q :��11( wo+,(mp11-wo.r.pmpn-1vI IH:-tmo a4s-dTTt 17-082 t7 P' •-P.• rmocoou .Com --fdff WDRAWING N. WALTER A.0005719 •+60.RATING0, -60.0 PSFA.S.D. DESIGN PRESSURE 7Wff Jr.P.E.MAX. RE/DATE FLORIDA Ue.O s167 SHEET 12 OF 13 MAXIMUM WIND PRESSURE (R.s.f.) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) ww M UTA suis SPANS E UM AWMM THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PRESSUIiE -- CONCRETE CONCRETE BLOCK STEEL WOOD PosmsE nwnt �aOP CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR PRESSUON RE PRESSAW &BOTTOM TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK h+) h-) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" 180 Ib/ft A B C A C E 60.0" 60' 88 Ib ft 9 425 LB/FT - 388 LB/FT 157 1B/FT 134 LB/FT 256 LB/q, 397 LB/FT A -7 B C A C 35 psf 100.0" 1D0" 146 Ib ft LB/FT - 418 LB/FT 236 L /FT 202 L /FT 383LBFT C1 9 417 LB/FT .388 LB FT 134 LB FT F44" C 144- 210 lb/ft 12 387LB/FT - 334. LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB FT 6 461. LB/FT - 418 LB Ff - 202 LB FT 60.0' 60' 10D Ib k C2 9 456'LB FT - 362 LB FT 250 LB Ff 190 LB FT 318 LB FT 380 LB.FT 12 375 LB/FT - 334 LB/FT - 142 LB/Ff 40 psf 100.0" 100' 167 Ib ft 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/Fi353 LB/FT 443 LB/Fi C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 00 " 240 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT -134 LB/FT 257 LB/FT 329'LB/FT 6 502 LB - 419 LB/FT - 285 LB/FT 60.0" 60.00.0" 115 Will 9 372 LB/FT - 309 LB/FT - 134 LB/FT 60.0 C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/Fi 298'.LB/FT 905 LB/FT C3 6 469 LB/FT - .375 LB/FT - 202 LB/Fr 46 psf g7;0' 97.0" 187 Ib ft 813 LB/FT - 572 LB/FT 326 LB/Fi 304 LB/FT 418 LB/ TLB/Fr 3 760 LB/Fi - 572 LB/FT - 304 LB/FT 115.0" 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256'LB/ 144" 144" 276 lb/ft C4 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/ 9 445 LB/Fr - 370 LB/Ff - 134 LB/FT 60.0' 60.0" 125 Ib It 3 972 LB/FT 682 LB/FT 389 LB/FT 364 LB/Ff 500 LB/FT C4 6 561 LB/Ff - 448 LB/FT - 202 LB/FT 89.0' 89A' 187 Ib ft 9 281 LB/FT - 224 LB/FT 81 LB/Fi 83 LB/FT 143 LB/FT 3 '912 LB/FT - 682 LB/FT - 364 LB/FT 50 ps( 100.0' 100.0" 208 Ib ft C5 6 421 LB/FT - 334 LB/FT 122 LB 9 226 LB/FT - 224 LB/FT - 83 LB/FT 120.0" 120.0" 250 Ib it. /Fi 125 LB/FT 214 LB/FT6 339 LB/FT - 334 CB FT144" 140" 300 Ib it 3 843 LB/Ff - 670 LB/FT 243 LB/FT 250 LB/FT 432'LB/FT / - 125 LB/FT 60.0" 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 681 LB/FT - - 250 LB/FT 81.0' C6 410 LB/FT 487 LB/FT 323 LB/Ff - - 207 LB/ =,307LIB/Fr O 9 221 LB/FT 251 LB/FT 215 LB/FT = 55 psf 100.0" 100.0' 229 lb/ft 3 822 LB/Fi 975 LB/FT 648 LB/FT 414 LB/ C6 332 LB/FT 378 LB/FT - 120.0" 269 LB/FT 301 LB/FT 183 LB/FT - - 1114 LB/FT 3 663 LB/FT 756 LB/FT 646 LB/FT - 137" 134" 330 Ib/ft C7 3 358 LB/FT 402 LB/FT 244 LB - - 4 232'LB/.FT 236.LB/Ff 183 LB/FT 60.0 60:0" 150 Ib ft / / /FT 152 LB/FT 204 LB/FT C7 3 310 LB/FT 315 LB/FT 244 LB/Ff 80.0' 80.0" 200 Ib ft 2 - - - - - - 305 LB/FT - 60 psf 100.0" 100.0" 250 Ib ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/Ff 168 LB/FT 12 388 LB/Fi 460 LB/FT 409 LB/Fi - - 115.0" 115.0' 288 Ib ft C8 8736 LB/FT 894 LB/Fi 614 LB/FT - - 397 LB/FT 252 LB/Ff C8 8 582 LB/FT 691 LB/FT 614 - 131" 128" 346Ib ft 6 982 LB/Fr 1194 LB/FT 819 LB/Fr - - 530 LB/FT 336 LB/Ff 6 777 LB FT 921 LB FT 819 LB/Fi - - 59.0 89.0' 160 Ib It 65 psf 92.0" 92.0" 249 Ib ft 100.0" 100.0" 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 9SEE 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 Ib k SPAN HURRICANE ZONE HURRICANE ZONE 59.0" 59.0" 187 Ib ft ZONE 1,2,3 ZONE 4 A '1/4-D'TAPCON W/ADVANCED 3.50" 2.50" 0 N/A 4.00" 4.00" N/A N/A 75 psf 100.0' 100.0" 313 Ib ft THREADFORM TECHNOLOGY / 117' 114" 387 Ib ft 5'-10' 2 1/2" 1" 2 5/8" 80 psf 113' 111" 400 lb/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 k >5'-10" 100 psf 101" 99" 447 Ib ft TO 8•-3" 2 5/8"�• 1" 2 3/4•'} C 1/4" 0 CRETE-FLEX 3.00" 3.00" t1 N/A 3.00" 3.00" N/A N/A 110 psf 94' 1 90' 468 Ib ft 120 psf 87" 82' a483lb >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 psf 60' 76' TO 12'-O'. 3 1/2" 1' 3 5/8' 140 psf 74" 70' 150 psf 69" 66" �/ F X14"NNDSWLAG SCREWSS OR /A N/A D N/A N/A N/A 2.00" N A ' //!//J//�_ /160-psf 65' 62" AS DEFINED BY ASTM E-1996 STANDARD, t•;`�P p,jl�� NOTES, } EXCEPT THAT 3 5/8" SHALL BE USED ' T FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) • - m 2017 TILTECD INC. OWN BT: L+:MAXIMUM ALLOWABLE PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, ' � •F••'•,' _ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GIVEN POS , .ITIVE A:S.D DESIGN PRESSURE RATING. 4 4A & 7AN.L L-: LUtX:ALLOWABLE PRODUCT SPAN FORA FOLDING SHUTTER CORP. GIVEN NEGATIVE A.S.D.DESIGN PRESSURE m/io/t7 RATING. ��� DATE ' • 7� T PLACE TE9TN0 ENGINEERING COMPANY MAXIMUM ALLOWABLE PRODUCT SPAN IS WEST PAW BFJG.R 33413 I] 17-082EOtAL i0 THE MINIMUM DETERMINED PRODUCT PM:to6♦]-W71 A', 7 -apR:U718Co0od.<ttm �Itl SPAN BETWEEN'L+'AND'L ��.�`�:• CURIO 111 OB- 6719DRAVIND Na WALTER A TIWT'.P.E. .,OTE FLMGO Lle/M107 m.9-o., oyrn �♦ 91[[E 13 aF I. T(J Florida Building Code Online Page 1 of 2 Buginess /rt li & 'Professlonal Regulation 1 raa :... BCIS Home I Log In I User Registration { Hot Topics Submit Surcharge Stats&Facts publications Contact Us SCIS Site Map Links Search bp � ■j Product Approval r . R . USER:public User Product Aoomval Menu>Product or Aoolication Search>Aaolica[lon Llst>Aunlication Detail FL# FL15094-R3 Application Type ision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 lrodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutte),.nReort Subcategory Storm Compliance Method Eva from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence FL15094 R3 COI EASTERN METAL SUPPLY,INC. DRAWING 17-088 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E 1996 2005 ASTM E 330 2002 ASTM E1886 2005 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPjZ4x17F... 3/7/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/13/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products Model,Number or Name Description 15094.1 Clear Bertha Storm Panel-2"- Corrugated Polycarbonate storm panels retained or not by Non-HVHZ-Drawing#17-088 tracks to provide hurricane protection. Limt of Use Installation Instructions Approved for use in HVHZ:No FL15094 R3 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-088 CLEAR BERTHA STORM PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile. Max span is 7'-5"for+60,-60 p.s.f. Evaluation Reports ASD.See sheet 3 of installation drawings for other spans and FL15094 R3 AE EASTERN METAL SUPPLY,INC. DRAWING pressures. 17-088 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis 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: ®�-- Cred f CaIW https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPjZ4x 17F... 3/7/2019 C stle • Impact Windows FACTORY DIRECT SINCE 1969 =w` ' COMPLETE HURRICANE PROTECTION SOLUTIONS 1862 Dr Martin Luther IOng Blvd Wera Beach,FL 33404 800.648.6371 Property Information Building Information Owner: CHEW,RUSSEL Wind Zone: 165 MPH, Address: 5605 S Indian River DR Exposure Category: D Fort Pierce,FL 34982 Minimum Building Dimension: 45 ft. Mean Roof Height: 20 ft. 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 88.5 42.5 7 42.6 -46.4 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 Opening Anchor Wali Shutter Shutter Shutter Storm Bars VERT/ Storm panel Unit No. pressure W x li Width Height Span Req'd Toppacing Bottom HORIZ Bolted Y/N 1 -46.4 88.5"x 42.5" 92.25" 44.25" 92.25" N/A 6"oc"ox. N N 6"oc"ox. GENERAL NOTES• A:4)IN.CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(RED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ANCHORS SHALL BE LONG ENOUGH TO REACH'THE MAIN STRUCTURE BEHIND.SUCH PANELS,ANCHORAGE'SHALL BE.AS WITH THE-2017(6th ED1770N) OF'THE FLORIDA BUILDING CODE. INDICATED ON NOTES A1) A.2)&A.J). THIS'STORM PANEL SYSTEM.SHALL MZ BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES,(MANI-LkOE/BROWARD. COUNTY). (@) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90 -1/4'.0 TAPCON ANCHORS MANUFACTURED BY LT.W. BUILDEX OR ELCO CONSTRUCTION PRODUCTS& 1/4'0 BLUE TAP DESIGN WIND LOADS SHALL DE DETERMINED AS PERDIC.SECTION.1609 TH E THEABOVEL BE I S CODE, ANCHORS,AS MANUFACTURED-BY FLORIDA'•FASTENERS,•INC. FOR A WIND SPEED Y REQUIRED Kd-0.85.Br'TJURISDICTION 70 FOR THESE SHUTTERS WILL BE l7 FBC£_NDISDAND -1/4'0-ELCO MALE FANELMATE-MANUFACTURED'BY ELCO CONSTRUCTION PRODUCTS.' FOR A CEED THE MAX FACTOR .D.)D 5. USING ASCE 7=70 FOR INSTALLATIONS UNDER 2017., AND,SHALL -114".O X 3/4'ALL POINTS SOLID-SET ANCHORS AS D157RIBUTEO BY ALL POINTS SCREW„BOLT&SPECIALTY COMPANY. .NOT EXCEED THE MAXIMUM(A:S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS J&'6., IN ORDER:TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN W7ND LOADS DETERMINED PER ASCE 7-10 NOTES: SHALL.BE FIRST REDUCED'TO ASD. DESIGN'WIND LOADS BY MULTIPLYING.'THEM BY 0.6!N'ORDER TO B.1)MINIMUM EMBEDMENT OF'TAPCON. BLUE TAP ANCHORS AND ELCD PANELMAT£S INTO THE CONCRETE BLOCK UNIT TO COMPARE THESE W/MAX.,(ASD) ,DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3'&6. SHALL BE 1 1/4' STORM PANEL'S ADEQUACY FOR IMPACT AND;WIND RESISTANCE HAS BEEN-VERIFIED IN ACCORDANCE,WITH SECTION:1609..1.2 OF B.2)J14'SOLID SET ANCHORS'SHALL BE ENTERILY EMBEDDED INTO 7H£-CONCRE7E BLOCK UNIT NO EMBEDMENT INTO &AS THE ABOVE MENTIONED STANDARD.CODE AS PER,AlLSE REPORT 8•.0615.01-11&ATL..REPORT F•030201-:10R PER ASTM E 1886.&E 7996, •STUCCO,SHALL-BE PERMITTED. 114'330-02 ST1/4'0-20 SCREWS•USED SHALL'BE 1 1/2'LONG A41NIMUM SHOULD STUCCO EXIST, 2: CLEAR BERTHA STORM PANEL.'SHALL BE'EXTRUDED USING ANY,OF THE FOLLOW/NG POLYCARSON47E SOURCES WITH THEIR, AND 1'MIMMUM FOR WALLS WITH WO'STU000. CORRESPONDING'MODEL NUMBER. _ - B.3)IN CASE'THAT PREG4S7'STONf OR PRECAST CONCRETE.PANELS BE FOUND ON'THE, EXISTING WALL;.•ANCHORS SHALL BE,LONG ENOUGH TO REACH THE'MAIN STRUCTURE GENERAL ELECTRIC PLASTICS LEXAN lOJ BEHIND SUCH.PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.1)&8.2).ABOVE. DOWN CHEMICAL CALIBRE 302 V-6 CAVESTRO LLC, MAKROLON POLYCARBONATE SHEETS. (C)ANCHORS SHALL BEINSTALLED'FOLLOWWG ALL OF THE,RECOMMENOARONS AND SPECIF/04770N5 OF THE ANCHOR'S' MANUFACTURER" 7.'PANEL MAY ALSO.BE INSTALLED HORIZON7ALLY.FOLLOWING-INSTALLATION DETAILS SHOWN ON SEC77ONS I THRU'4, MINIMUM PROPERTIES FOR.ALL.OF THE ABOVE'POCYCARBONATES ARE AS FOLLOWS: SHEETS 4&5 TYPICAL PROPER71ES APPLICABLE.STANDARD"REFERENCE RESULT' 8.STORM�FANEL.SHALL BE REMOVED AFTER THE HURRICANE AND,SHALL BE STORED.AND PROPERLY.lAAINTAIIVED. PHYSICAL:. , SPECIF7C GRAVITY ASTM D792 1.2D G%CC 9. IT,SHALL BE THE RESPONSIBILITY OF THE'CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 MECHAN/CAL• BE ATTACHED TO INSURE PROPERANCHORAGE. TENSILE YIELD STRENGTH ASTM D638 8,700 p.9.1.' 10. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A.READILY VISIBLE LOC4770M AT STORM PANEL SHUTTER IN ACCORDANCE'WlTH SECTION 1709.9.J'OF,'FLORIDA BUILDING,CODE.'ONE LABEL.SHALL BE PLACED.FOR EVERY"OPENING. FLEXURAL STRENGTH AT.YIELD ASTM 0790 12,'500 ps.i• .LIBELING TO•COMPLY WITH SEC7701V;1709.9.2 OF THE FLORIDA BUILDING.CODE FLEXURAL MODULUS ASTM 0790 340,000 P.S. IMPAC 11: THE INSTALLA77ON CONTRACTOR-IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RE14AW IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT,INND/RA1N INTRUSION c4uLK AND'SEAL.SHUTTER;TRACKS ALL AROUND FULL.LENGTH. NOTCHED 1700 ASTM.D256 18 FT-/b1n FIRE BURNING.CHARACTERISTICS: 12 STORM PANEL:INSTAL'LA77ON SHALL COMPLY,WTH SPECS INDICATED IN THIS DP4IYING.PLUS ANY BUILDING AND,ZONING R£GULADDNS PROVIDED BY THE✓URISOICTlON'WHERE PERMIT IS APPLIED-TO. SMOKE DENSITY ASTM 02843 75 (MAX). 1J, (A) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE'INFORMATION FOR A SITE.SPECIFIC RATE OF BURNING ASTM.0635C=1 CLASS(W), 13.. LE. WHERE THE SITE CONDITIONS DEVIATE.FROM THE P.E,D. SELF IGNITION ASTM 91929 650•F (B)'CONTRACTOR TO BE.RESPONSIBLE FOR THE SELECTION,.PURCHASE AND INSTALLATION-INCLUDING LIFE.SAFEIY OF THIS ,PRODUCT, BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON,THIS J.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION;6063-76 ALLOY&:TEMPER. DOCUMENT:-CONSTRUC77011 SAFETY AT-97E!S'THE-CONTRACTOR'S,RESPONSIBILRY 4.ALL SCREWS'TO BE STAINLESS STEEL 304 OR 31B'AISI SERIES OR CORROSION.RESI57AN7 COATED CARBON.STEEL AS PER DIN (C) THIS P.E.D..WILL BE CONSIDERED INVALID'lF-ALTERED BY ANY MEANS. 50018 W/'50 KSI YIELD STRENGTH AND 90 KSI TENSILE STRENGTH&SHALL COMPLY,W/FLORIDA BUILDING CODE (0) SHE SPECIRC,PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED,ENGINEER OR ARCHITECT'WHICH WILL.BECOME SECTION 2411.3.3.4. THE ENGINEER-OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL,B£RESPONSIBLE FOR THE PROPER-USE OF THE 5.'BOLTS 70BP.E.D. ENGINEER OF RECORD.ACTING;AS A_ DELEGATED ENGINEER TO THE p.f.'D. ENGINEER, SHALL SUBMIT TO THIS E ASTM A 30T GALVANIZED OR'ALSI 304 SER/£S.STAINCESS STEEL, WITH 36�K51 MIN. tt£10 STRENGTH. LATTER'7H£SITE SPECIFIC'ORAWINGS FOR RENEW. 6..ANCHORS TO WALL SHALL BE AS FOLLOWS-SEE SHEET 2 OF S FOR APPLIC477ONS. (A)'TO EXISTING POURED CONCRETE.. MJN FC =3 KSl .(E) THIS P.E.D.SHALL BEAR THE DATE AND.ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL,ENGINEER OF RECORD -7/4"0•TAPCON ANCHORS.MANUFACTURED BY.LT.W. BUICOFX OR-fLCO CONSTRUCTION PRODUCTS& 1/4^0.BLUE TAP ANCHORS THAT PREPARED IT.. AS MANUFACTURED BY FLORIDA FASTENERS.DIRECT, INC 1/uiiy,," THIS DRAWING SHALL ONLY BE USED TO -1/4'0•ELCO.MALE=FANELMATE-MANUFACTURED BY'ELCO CONSTRUCTION PRODUCTS 11111j4�k�'I �.� OBTAIN,PERMITS IN THE STATE OF FLORIDA' -1/4'.0 X 3/4'ALL'POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,,BOLT&SPECIALTY'COMPANY. �' -1/2'OD X.2.1/8'ENX312 PANELMATE INSERTS, AS MANUFACTURED BY£LCO CONSTRUCTION.PRODUCTS O P 't NOTES �;• �CENSF''••.� ? FLORIDA BUILDING CODE (.Non'High Velocity Hurricane Zone) A i MINIMUM EMBED.MENF INTO.POURED CONCRETE'OF TAPCON BLUE TAP ANCHORS:AND ELCO,PANELM TES•7S 1 J 14. -1 02017 nUELnl.WC, J / v CLEAR BERTHA STORM PANEL o uxv er. .A2) 3/4'SOLID SET ANCHORS SHALL BE EN77RELY EMBEDDED INT07HE POURED,CONCRETE: 200'DEEP 'tG NO EMBEDMENT INTO STUCCO.SHMLL BE PERMITTED.: 'd': STA OF 7 Q C 071251171/4.'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS :9 ,r•vj�� L E M1+C 1we. EASTERN METAL SUPPLY, INC ai£ WITH NO STUCCO. SCREWS SHALL 8£J04'SERIES STAINLESS STEEL W/3/4'0 HEAD SIDEWALK BOLTS I T/LIJT TESTING t ENGINEERING COMPANY -68 WnT aurS'DRW caval-a"(46= ( twos.KaGra=1 M1 MI. WEST PALM BULN,a M407 TTY-088 f`•'•••.........�- \.�� rnga7e I-Tao.r:u Jan_u,� AJ) MINIMUM EMBEDMENT./NTD CONCRETE OF PANEL'S STEEL SCR IS T 51s. No EMBEDMENT INTO STUCCO:SHALL•BE � IS aRAwI,vC No PERMITTED. 5/76'0 -18.304 SERIES STAINLESS STEEL SCRElYS USED SHALL PENETRATE 1'4111V. W70-ANCHOR_ n pl ®-0006719 9• P E SEATr IGNATUR£/DATE WAL1ca A.nlur Jr..RE: an ra ow , aORIM lie: {1767 -�611£ET 1 OF"6 NOUNIING SETIONS (SEE.SMS i R 5) 11.573• ANCHORS-(SEE S£CAONS) '12067' 7.007'- A719' 1.500,.. 4.719• 1.00.7•�. h `4 6 3P� p y 12 2f. !1 rJ j T- 72� W U n _ .2000' 4.719• _ W O 0.100.7H/CKCLEARPANEL v I : PLAN VIEW x.211' W a R .371' LR ,�>, .1m' c a' ,• .576 576 ry 8; +•... Y�ti� .o67'�Ir�. OVERLAP' OVERLAP .,50' L a ANCHORS(SEE SECRONS) F �' n � Th n RAs7• �- � -_ - X00" L R STORM PANEL TYPICAL ELEVATION '.me-4 - ,o97• =SHERED SCUE.3/16•-1• -- O 3'MAX.ANGLEBUILDOUTBRACKET 3O 7-TRACK T !% � /1.J/e• • S.VC 370.'-r• VALWs� 7:576'' 2.576'' /' �I � DaDm ,rcr 3 PANELS Fvn ..125 PLAN VIEW 710 gy m ) 0. `SEE ADOnWML SWL'J„6•_.,•• - a 6•-aa r } :QOSORLS DETAILS CLOSMS.DLULS Q2 CN SHITr ION SIfEE,3 LI I ,F- 5.000-YM: P 4 STUDDED ANGLE © BUILD OUTANGLE 7 KEYHOLEATPANEL 6067-WAODL ALLor SCYL•]/1'-r ST.Rh Jam'-1 .uvr 0./e•-.r o-aa7r /77FFFF7///rii�q Ji n \\ F ''•.� L FLORIDA.BUILDING CODE (Non H/gh Velocily Hurrkane.Zone) COMPONENTS Oo.9T0G•60GALV.ORS.S.FLATSTEELBONDED �.'• �NC'4 ' 07017r¢?E% CLEAR BERTHA STORM PANEL cwAwNe,:. WASHER W/EPDM WASHER BACK UP' .p•, - 2.00'DEEP .m-Jot--m16x ss oR wml,A-a37:uuor a La. e :ZORIDp','� L\\�\ I L ECO INC. EASTERN METAL SUPPLY INC% /NC 07125717 �1��� nLUT TESnNG t'ENGINMINO COMPMr IIm'WEST RHOS D4NE •� '�NIQI E'.N �11E�i11 asv��aon a.aaaax ws w cwcoa n•.vlm x¢r PALM 6EAad FL JJ407 17-088 _' 11 wv.a(aulb�?I�1v0 H71-rlul DRAMING-No -0'0067,9 000dly ane W' amntr aur P.E. SEA C,SI�IJATURE/DATE wuMRA,muT d P.E. as 1s am e>a� fLORlW L2 44}67 SHEET T.,'6 MAXIMUM A.S.D. DESIGN PRESSURE RATING s.f.). WITH CORRESPONDING II POURED CONCRETE' MAXIMUM PANEL.LENGTH Ir CONCRETE eCocK wAu n n YAR/f& . OR'2'x4'WOOD.STUDS L (Ft.) VALID 2 OR REQUIRED 2500" FOR 'INSTALLATIONS U oR0 ori0' V4rox r 3/I .___ INTO POURED CONCRETE, YA4C ANCHORS' Nin. CONCRETE BLOCK MIN, SEPARATION CONCREMONCRK I� 0 12.0.C. �l �II CONCRETE BLOCK WALL. \' \ OR WOOD, TO GLASS OR 2x4'WOOD STUDS REQUIRED MAX.-A.S.D. MAXIMUM 1.000" ACTERWE-LEG LOC47KLN SlGN ANE1,LENGT WIND SEPAR477ON ° a PREESSURE ZONE ° 2•x 2"x 0s5•TO TING s.f. L (ft.) • VARIES t 2. 2"x 5"x.Dss•Con7. Aum LE oR MO1f' 080'3105-H754:ANGSNEET METAL Alum.BENT PLATE •Min. PANEL LENGTH IS J•-0" 4 g- 2- 4'1 4'x.072' Mcr J/0.5-H14 OR /4'0 BOLT . 6063-T6 ALLOY 0124'0.C. Cont:A/ANGLE W/.MCKNUT CASE B. (Plank CASE C (Plan) SCALE: I/4,"_ I` SCALEr 1/9• 1 POuam coNCR CONCREIEBLOCK WALL 2'r 3'x.093'J105 H-14 OR OR 21W'WOOD STUDS POURED CONCRETE, 6063-76 ALLOY Cont Alum.ANGLE- REQUIRED MA CONCRETE BLOCK,WALL W/11410 x /.3/4'TAPCQV OR.2 i4"WOOD STUDS ANCHORS 0 r2 a C. �r.OLDO' REQ,'0) CUTPANEL REQU/Rm. 2//4•:GSP J 1,000• 1/411W 1.3/4• TAPCON'ANCHORS_ X-aq D/S7ANCE O/2 O.o C. rpo"RED CONCRETE, _ CONCRETE BLOCK WILL 2-,4'r-.125'' 1 OR 2x4'WOOL)STUDS 3105-H14 OR -L REOULRED 6063-T6 ALLOY 2.500' Cent Num.ANGLE y^• CASE A (Plan) CASE D, (P/an) CASE E '(Plan) SCALE: 1/4'-_ I• SCALE.- 1/4'= 5 1 4 ERA T� END CLOSURES DETAILS � SF '°� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NO 02017 7XIEW.WC.' CLEAR.BERTHA STORM PANEL DRAWN By.: 2.00''DEEP 'LG •' i 07/23//7 �.c�' •� Q �` I L E C 010— EASTERN L METAL SUPPLY, INC DATC TILLTJ TESTING f ENGINEERING COMPANY 4268 WEST 8M DRNE V/ff f. 111 assua.Tse. u.sox rr4Ne a vclx n ma wEsr PAw RUM rs X�407 17-088; pNAt��v\•1'1 mm.r-Lv�JnF T��r�rsn :(nWT,-rst� DRAWHO Na ®-0006719.- Al P.E. S£q2"/,5/GNA7(/R£/DATE WALIER A RLL7,6.PE. oo l+uo jlb 0. LTc.. 44r67sum 3 0!6 I/4'o-20 x.7/4'SS.BOLTS O. 3 Cnl.. 6'D.C. W/NUT d WASHER 1%<'O xJ/4"SOLID- g £,A, 4 w/O FA ANCHORS W/114= r/f TAPCON OR r/a'rAPCON oR w/a/f G-2o x J/f• SS SIDEw.VX.BOLTS 4 w/O8 EA BLUE TAP ANCHORS ,BLUE TAP'AA'CFIORS S.S.Bars O 6"OC .(J/4 O HEAD)w/(f) 1/4•x 1.J/4'ELCD NAE PANELA6ITE (SEF SCHEDULE B (SEF SCHEDULE - ,. _ (Sf£.SCHmULE.SF/ B) MCHOR.S.(SEE SCHEDULE SHEEP 6)., - ConE I"Nin. SHEET�6) SHEET 6) .500• ,250• POURED o W CONCRETE d 1.125" I OR LDNCRETE CONCRETE W. POUREDCONCREM' G POURED BLOCKS OR.CONCRETE OR CONNCRETE CRETEREQWREO� BLocK OR CONCRETE W BLOCK i � RFONRED� BLOCK RF•p�� cont. - y �� F. REOU>\ 1 4 I r. I W/O8 EA I ImL SEPARATION W pIp YM SEPA24AQY W� I ryTO EXWMIN GUISS S {—TO FJOSRNG&ASS '�U 2 (SEE SHEET J) ! tl 8 (SEE SHEET-J) 2 'SEAIR am& OrN s£vAPAnoN �� TOM fb71NG GIAss ��.. �r((SEEESSHEET Tj v N tl 3 (SEE SHar J)- yJ 1111 �"ui POURE CONCRELL� CONCRETE, BLOCK p REQUIRED ED. '_1'' B S4 0 4 W/ B FA tl 1 'Cont I 1 -2 Cont I , f I i I 1/4' OR POURED, BLUE TAP ANCHORS CONCRETE �••' �� o (SEE SCHEDULE PANEIAMIF INSERTS OR CONCRETE CONCRETE W SHEET 6). W/.5//6"0 BLOCK OR CONCRETE 4 w/OB Ey, SIDEWALK BOLTS POURED REQUIRED BLOCK W/1/4 C-20 x J/<' (514`0 HEAD),(SEE -OR "r 4 W 8 '£q REQUIRED SCHEDULE SHEET'6) ;`� /O 'SS BOLTS Q!6'aC. BLOCK W/1/f Y-20 x,314' REQUIRED 1/<'TA=.OR 3 O BLUE TAP ANCHORS SS,BOLiS®6"O,G 7/a'7APCON OR 3 W/114 10-20 x'J/a" (SEE SCHEDULE BLUE TAP ANCHORS SS.BOLTS O 6'RC E.D. SHEET 6) (SEE SCHEDULE - - SHEET 6) SECTION 1 SECTION 2 SECTION .3 SECTION 4 SCALE : 3/8"= 1" SCALE r 3/8' 1' SCALE : 3/8' = 1' SCALE: 3/8' INSTALLATION DETAILS ON EXISTING POURED CONCRETE OR CONCRETE BLOCK BUILDINGS %1P'Q�..• ✓ i FLORIDA BUILDING CODE (Non High 'Velocity Hurricane.Zone) 'NO �. 02017 m7rc,v+c CLEAR BERTHA STORM PANEL DIMN BY, E. D. =EDGE DISTANCE • " L.G. MOUNTING INSTALLATIONS MAY 2.00'DEEP (SEE,SCHED ' * k BE COMBINED IN.ANYWAY TO' ULEON ./* i 07/25/17 SUIT ANY INSTALLATION. -SHEET'6 OF'6) -o , STATE 6F Q,�� Ii ECO INC. EASTERN METAL SUPPLY, INC DATE J Ta IT OTESTING!ENGINEERING COURANT '-66 WEST ROUAS ORh£IC/.'••.`QR�O • S, NSw.iR no.sa.sb.res Wti.0 n.vrw PAULA.BrACH,FL M407 '17-088 C((((1111 '`�� DRAwwC Na P.F E/'.DATE WALTER A HULK J P.E OD rte° r o� SHEET 4 OF 6' FLOR/d1 Lir. H767 Y14'O r4pco G a 6'ac. W/I,1/2•WN.'7HREADfD 1/40 UPa7NS O.6"4G P. O.1/4-.a MALE PANEIM7E, f/4'o MALE WELWTE PENETRATION TO EXISONG W'DOD HEADER., 70 f 1 LEN. O 6' C.W/1 7/6•M;n. ..�O 6'O.G w/!7/e'A&.,iFIRFADEO,•PEN£IRATION THREADED PENEIRITION THREADED PENETRATNIN 1/4'0-20 iJ/4':5.5 E701TS '�'� G WOOD HEADER. TO EWRNG.WOOD HEADER. 6 c-L O'6"O.C. IY/NUT tr WASHER TO EMSnNC W000 NEMER ry '1' h2 8 O W/O N 1k, fY/1/40-70 r:314' 4 W/. 4 W/O FA SS BOL75.0 6''O:G �.�' ..-;�•: 5 I ,...-.= 3 cant: I �•^ ... .:� WOOD HEADER _ REQUIRED Cont 4 ? I REQUIRED ER x I LQ REQUIRED 2 I REQUIRED 1 W, W/@8 Fit W g WOOD HEADER I W, � TO(SE�Smo Gum L. W y O W �• W W MflE:. LI/N. MIN. x •Z SEPARATION ti 'SEPARAMf .SEPARATION '0 W 70 00S7MO 1, :70 EXISIiNG 1 70 GLASSNC I ? 'GLASS W GLASS ET V) - 2 (SEF SHEET J) 10",SHEET (SEE SHE :J) -W+ 22 K W/©EA Q I 4 W/.OB EA d' I 4 w/OSk Q W/'1/4'0-20.r.5/4' 2•'i,6'WOOD DECK SS BDL75 O 6'OX I W/1/40-20 r J/4' RE4 (NOfINISH SS BOLTS O 6'O.G ALLOWED)I. SLOAt • ..; �.'MFREGUIRED ' 2 Cont 16 0,TAP.CONS'O 4"aa WOOD STL/O 4 wEA /," ! O 24'D.C.' C-L, W/1%40-27 r J/4" _ 'THREADED PENETRAT/aV. REQUIRED' 3 Cont S.S.BOLTS O 6'aG 114.O:W'CONSO 6'O..G - i4'I7HRFAOEOTAPCONS®6'O.GRfA0f0 PENFTRI7/ON PENElRARON TO EM MG TO'IXLSREIC WOOD PfAlE WOOD PLATE.AT MIDWIDTH T.' EDD PENEIRAifON O M/SWG WOODOF PE W00D-SR1D .OF PLATE. TO O'WOOD PLATE O 24'QG Al M/DW70 F�PlA7E REQUIRED SECTION 1 SECTION 2 SECTION 3 SECTION 4 .SCALE r J/8"= 10 SCALE..:- J/8" =. I" SCALE : 3/8" = 1" .SCALE 3/8" = 1" INSTALLATION DETAILS ON EXIS WOOD BUILDINGS 1i!1j7,�a,,,,,T A. / ENS' •,Vim? FLORIDA BUILDING CODE (Non High Velocity Hurricane Ione) NOTE. MOUNTING .INSTALLATIONS MAY BE °T°�T °M CLEAR BERTHA STORM PANEL DRAIN 8n COMBINED IN .ANY WAY TO SUIT � Z'OD.DEQ �u 07125117 ANY INSTALLATION: I L E C O EASTERN METAL :SUPPLY, INC DArt �" •� 'A' .LUT T£SnNG tr IFNGlN£fR/NG COMPANY 4268 WEST RCi105 DRIVE n �� a1uv.�x:n sma%w4aw a+oD+t n.vla KSr PAW MCH'FL JJ407 17-088 •..........:�`�III Zf-(SOl�T .(,611,)1-1311 DRAWING No J D�41E� `/ EB-000671,1- Awrt P.E. 569 AT4/RE DATE WALTER T LLff Jr.P.E.' o 0 13 4>drt sxEEr 5 or s FLORIDA ac: H167 MAXOMM A.S,D: DESIGN PRESSURE RATING (D.ssl) AND CORRESPONDING Aynurrea enrrrrnn SPACING SCAEDLiF ONLY FOR /NST e'TIONS'RV CONCRETE AND CONC M B, CK sTnrrrrrmFs uvane/ NwAu.N�AAm SVAc o 1oR c a.J V+•. APILCIPo£ro NaLNY_ - ,N,C,nA/AM'iAYS Sf>1ac/0R c N-i rn•. WCb`6 OR 6uK LIP - Tan SFT PAYSMES/ES.PASgT MYL.PAYBYIRS SEtfMS/'r .Iam/W AAYD AID.ttL6/r /a YIY�Y(lY PAVE, AVT C6Y6TpN4V' IFl,OM 1'(aT PRLSaT[ lAIC�M6'G B,(TM SOftl 41 PA1mIE1Ri IWfT AW[OKOlwltS Rl0D1C(Q�u m,LYYRY41CfC W_ m nLATmr m La4OY m MGL![ m LiDGt m:'GMRL7E ro no0r lT TApI •�(NA) m cO '.m s m ca x m BLaw ro YLNfiitl[ m 8f6CR m MNu/[ m aa0f ,AVY�MILWNIA}Y /ACM t'(/t) 6 6' (70P) 6' 6' (TOP) 6' 6• (807MU), 6' 6• _ _ _ 1(601701/) 6' 6': _ _ _ _ _ 2(TOP) 6' 6• tJSO,-.TSO /' _ _ - ?'.(BOT70W 2 Dom) OR _ _ _ _ 6'-0' '-lav,-55.0 ,/. _ _ _ 2 6•_O• OR - UP TO 4' (B0T70YJ OR 1 - - 6' 6' - - - - J(TOP) LESS 160.0-60.0 - - 6' 6- - _ _ J(7QP) Lm J MO!70y) 6' .6" _ _ _ _ _ _ J(80TTON) 6' 6• 1(TOP) - - - - - - 6' 5' t D0p) 6' 6• ASfLSL'N aSmnd A'Y/i0F5 SPAfAN:R1R G 4..i l/7'• A°N CIBF.m 41GYLV 1aOlLV AiIKWS SPAaNC AIA lM c 0..i'I/I'. NRLIBfI m SECOpS6/r' YILNIRI AAVs 4I6GV FFaT44F TIfC9Vf OP iLIF SIP .SafA SET McIn,NRS A6ER7 YYE PA,T,N1/6 .WY MIWNTML/ IL)GM 1'OU MLSSfMC. lAPCdS OLK LIP 54tD SET P.VmWl6 RCER! NYE PAM = 'SF(:lOK/r ENbYNV PAVD. (�'V`7 m mvGROL m LLLL. m oavurc m mmr m MO4RT m sL .-ml m m 0[DO( 4T nl0! (p11P/G(P•+N ro Ma]01E' m aaAr m MGLTE m- y TAaaT m mAY+tIE m.mmT ro L41LRFIE m BEDu A�Mf6'31Ti4V IGCII! 1(Top) 67 1- 1(807/04) 6' 6' 6' 6 - - - - - - 2(Top) _ >55.0,.=55.0 6' 6" _ _ _ - 1(10P)fJs: JSO - - - - 1" - - - 2(6OTTOW 'ro �6opp To600 - - - - 4- - - - 2-(60170Y) >6, OR - LESS - 6 6" - - - - d xp) r-57, - _ 6.. 6' - - _ J(Top) J'-S• 6' 6' - _ _ _ _ _ J(60nOtl) .6' J(BOTTOM) .6• 6' 4 OD-) - - - - - 6• 6' :4(TOP) 6' 6' _ _ _ _ _ _ y(BORON) 6• 6• _ _ _ _ _ - I(60110.) •AWINUN ANCHOR SPAC9NGS ARE VALm FOR,J 1120 MCC DISTANCE,(EXCEPT FOR.PANELNATE INSERTS WHERE,E. 4'1/27 fa ED.1E55 THAN J 1/2.REDUCE ANCHOR SPACING BY L/ULA-07NC SPACMG SHI ON'SCHEDUIE BY THE/OLL"ING FACTORS.(NOIC Arm ED. ANCHORS lEGENO FOR SoUD SET ANCHORS GS J7 FOR THOS CPERARON TO BE POSIBLC;RED"D.SPACING OBIAMED USING'FACLOR SHALL NOT BE LESS THAN MAWVA(SPAONG INDICATED FOR.EACH Nin. ANCHOR TYPE AT ANCHORS LEGEND. ANCHOR ME .ANCHOR. SPACING FACTOR )APCON.EWE TAP OR MLLE PANELUATE SO' ACR.[E.D. PANELWTE - .E.D. EDGE DISTANCE 7APCON BLUE LAP.'YALE PANEI6IAIf INSERTS:' SOD7-S17 'PANELACIIE,INSFFfS 60' 1 1/2' 1.00 LOO I.00 S0LID-5£I SJ^ J• .86 - .78 .71 - - 2' .517 \``\g, ��C�NSF'•; FLORIDA BUILDING CODE (Non Hlgh Velocity Hurricane Zone) 02017 7X700,us. CLEAR BERTHA STORM PANEL DRAWN BY. y •.* 2.-'.DEEP tG. i R1�j07/25/17 ? •o'. . STATE 0 \� EASTERN METAL SUPPLY, INC DATE TILUT 7E57/NG!ENGINEERING COMPANY 1266 WEST ROADS DRNE �Alr.•••••........... ��' 1 aaae.amn .w.ms wlr a ewmYs.n avM ;west PAw.BFACH,AL 33407 17-088 (� •1 nw.:fmRJ6T-r :�(avM7r-lml fA P yR ORAWINO No P.E. .SFs)SC tT�fRf%DATE wALoma,mut jr P.E x4 16-aw ROR/DA Lie. Nf67 SHEET 6�OF 6