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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: RECEIPT: PERMIT NO: —1 PLANNING & DEVELOPMENT SERVICES DEPARTMENT S' JT r BUILDING & CODE REGULATIONS DIVISION (5 °~ 2300 Virginia Avenue ` Fort Pierce, FL 34982 772-462-1553 ey ED APPLICATION FOR STORM SHUTTER PERMIT St. LU . . _ ---- pie co 1. LOCATION/SITE ADDRESS: 1p a.04 SAN lA- MAV_G4k1_TO bk.Ny L l'i PI EIZC-L 07ty 2. PARCEL ID NUMBER: ) b la - mil- (900- 3 3. DESCRIPTION OF PROJECT: IS-u-Rr AQ_A-) - ��1u�-C�,RS- IA 0/fE 10GS 4. TYPE OF STRUCTURE: SFR: ✓ MOBILE HOME: 5. OWNERS INFORMATION NAME: UoO 16`rAM PV-o?42 1'Y16%rAT ADDRESS: le Laj c)A.S A 4�2i 1_0 be CITY: I=T- P(VzC_`c- STATE: 'F_L- ZIP CODE: 5LKt�l PHONE: la 30- /oZ_1- I0 a - EMAIL: OTHER: CONTRACTOR'S INFORMATION FL REGISTRATION/CERT /I: I✓2CL 30,(�'ig3 COUNTY CERT #: BUSINESS NAME: A-TQ.1UyA (, m� DDLJS -i 000k5 PHONENUMBER: L'�S4- (489-154S EMAIL: Carle :t&P® C Cpey4, Coyy) Type of Surface attachment: Wood Frame Concrete _X_ Masonry `� Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS 4- - a,0 `7 ACCORDION ROLL -UP FABRIC OTHER 1 I ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELEDTOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. xxSEE FIA'AIL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ 1 d$-1 I X1 PERMIT FEE: $ a 5-0 . °9 . OWNER'S AFFIDAVIT: I certify that all of the information contained in this application =rk will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAME OFOWNER OR CONTRACTOR/QUALIFIER SIGNATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS �� h DAY OF AUG«St , 2013, BY, _ --O'r � � � INS J WHO IS PERSONALLY KNOWN TOME OR 7W HAS PR C AS IDENTIFICATION. �•�,%W P"''•• CARRIE GERVIC.KAB',. SIGNATURE F NOTARY TYPE OR PRI L TITLE: NOT RYPUBLIC COMMISSION � . MY,0&0.IWMA�`1��2ot s�;� r ,a CoataNttioe � fF i501 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE E T A R -SU1,T IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC Property Appraiser - St.Lucie County_ FL _ Page 1 of 1 1 r PROPERTY RECORD CARD Broadseam Property Management LLC Record: 1 of «Prev Next>> Spec.Assmnt Taxes Exemptions Permits Home Print 1 Property Identification �� 4UCIE Site Address: 6204 Santa Margarito Dr ParcellD: 1312-501-0024-000-3 aU Sec/Town/Range: 12:34S:39E Account #: 152844 y Map ID: Zoning: 13/12N PUD Use Type: SF Res City/Cnty: Saint Lucie County Ownership and Mailing Legal Description Owner: Broadseam Property Management LLC PORTOFINO SHORES (PB 43-6) LOT 89 (OR 3486-2720) Address: 6128 Santa Margarito Dr Fort Pierce FL 34951 Sales Information Assessment 2012 Total Land and Building Date Price Code Deed Book/Page 2012 Final: 93300 Land Value: 9000 Acres: 0.21 2/1/2013 117200 0112 SP 3486 / 2720 Assessed: 93300 Building Value: 84300 11/9/2012 100 0112 CT 3452 / 2763 Ag.Credit: 0 Finished Area: 2003 SgFt 12/29/2009 100 0111 CT 3159 / 2730 Exempt: 1/14/2005 250000 00 WD 2144 / 2223 Taxable: 7/7/2004 201500 00 WD 2062 / 1139 Taxes: 1887.59 2/7/2003 1911000 02 SP 1658 / 2244 BUILDING INFORMATION Exterior Features View: RoofCover: ExtType: HB- - HB- YearBit: Grade: B- - B- EffYrBit: StoryHght: 0010 -1 Story No.Units: Interior Features BedRooms: 3 Electric: FullBath: 2 HeatType: 1/213ath: 0 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cond. YrBlt. DWBP - Drive-BrkPav Y 1 652 AV AV 2004 CT - Conc Tile 2004 2004 1 MX - MAXIMUM FHA- FrcdHotAir ELEC - Electric 100 Land Information No. Use Type 1 0100-SF Res RoofStruct: Frame: PrimeWall: SecWall: PrmintWall: AvgHt/Fl: Prm.Flors: %Sprinkled: Type N -Site HP - Hip BS - CB Stucco DW - Drywall STD CT - Tile -Ceramic 0 Measure Depth 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=l31250100240003 8/2/2013 June 26th, 2013 James Jensen Global Protection Products, LLC. Regional Manager RE: 6204 Santa Margarito Dear Global Protection Products, LLC, I understand that you have been contracted by the owner of 6204 Santa Margarito Drive to install steel panel hurricane shutters on the home. This will require them to be up on the house for a short period of time while the new truss screws and washers are installed. This project is approved by the Association granted the shutters are removed and placed in the garage as the owner has requested, after the work is completed. A quick and clean installation would be appreciated since we do not allow shutters to be up unless we are under a storm warning. Please let me know if you need any additional information. I can be contacted at the number listed below. Sincerely, L fi I LY � -, �)1'4 0�- Alex Watson Association Manager 5720 Spanish River Road - Ft Pierce, Florida 34951 Phone (772) 460-1660 - Fax (772) 464-0979 LEGAL DESCRIPTION: Lot 89 of PORTOFINO SHORES according to the plot thereof as recorded in Plot Book 43 pages 6, 6A through 6H of the Public Records of St. Lucie County, Florida. ABBREVIATIONS: SET = Set 6/8" iron rGbor ��yyilh yello►q cap marked "PSM 654V FD=Found 6/8" Iron Rebor F.F.E.=Finished Floor Elevotior OH —OH —OH-= Over Head Fires X—X—X-= Chain Li k Fence R.O.W. = Right of Way 0-0-0-= Wood Fence I FPL Transformer Pad PL=Volue as platted R = Radius of curve L = Length of curve = DelVi of Curve AS. = Measured CONC. = Concrete C.P.= Conc to Pad ®= dater meter = Po*er Pole = Utility Box ®_ Wet I SURVEYORS DOTES: 1. Unless other*ise noted only plotted easements are sho*n hereon. 2. No underground utilities or improvements *ere located unless other*ise sho*n. 3. This site lies *ithin Flood Insurance Rate Mop Zone X. 4. Flood Zone sho*n hereon is an interpretation by the surveyor and is provided as a courtesy. The flood zone should be verified by a determination agency. 5. Bearings sho*n hereon are based on the North properly line of LOT 89 as being N 82'36'01" W according to the Plot described hereon. 6. P.U.D.E. denotes Public Utilities and Drainage Easement. 7. All Lot dimensions sho*n ore per plot unless other*ise sho*n. MARGARITO DRIVE X*. - 20 ASPH&T Rota 6204 SANTA MARGARITO DRIVE Cert i f led to: Normon SCALE. I °=30' Atlantic Land Designs of the Treasure Coast, L07468 764 NE Jensen Beach Blvd. Jensen Beach, FL 34957 Mailing Address: P.O. Box 1421 Jensen Beach, FL 34958 ALD5543@gmall.com 772 398-4290 @g ( DATE: 3/i4/i3 1 hereby eerttly that the survey sha*n hereon is true and correct and is based on actual measeurements taken to the held. This survey meals the VInintum Technical Standards of Chapter 6J-17'tu ce, Florida administrative code. ct'rcara James A. DyiuoysN: cndamgndbyJamesACesirolr PSM5543 DesA.Cesiro Jr.-Adanac ;' Land Deslgnselthe TC. ou. Cesi ro Jr. . `email!4DS543egmanmm.c 1JS y r Date: 2013.03.1973:I7:10-0fa6 �a ��� ♦" WITHOUTNOT VALID SIGNATUREDCC NATURE AND AUTHENTICA AUTHENTICATED EL TRONSEAL ptaucv Ka�� DRA#j: AWP 11 2013-0181 DATE: REVISIONS LAST FIELD DATE:3/14/13 ( 6dZs"j-1 iJ0✓LMAO) Owner Name: . BrandseamProperty Management Address: 6204 Santa Margarito Drive Number of Openings to be Shuttered: 14 Number of Stories: 1 Type of Construction: Masonry/ConcreteManufacturer: Global Protection Products, LLC 11 37 x 12 37 x 1� 37x� 1i 37 x N/A Product: 24 Ga Steel Storm Panels Florida Building Code #FL15076.2 7 53 x 75 6 26.25 x 75 5 26.25 x 75 75 F;orkJa Deioaftmpentd BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search " t Busin si ?�a� �. Product Approval 4 rofes us %Public User e� Regulation Product Ann-val.NIP— Prcdtlon Search > application List > Application Detail pplicatlon-Type New [r�o''`"i°'� Code Version 2010 plication Status Approved Comments Archived Product Manufacturer Global Protection Products, LLC. Address/Phone/Email 4800 SW 51st Street #100 Davie, FL 33314 Authorized Signature Vladimir Knezevich KAENG@aol.com Technical Representative Tim Robinson Address/Phone/Email 4800 SW 51st Street Davie, FL 33314-5537 ('954) 689-7545 tim.robinson@gppent.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels 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 Walter A. Tillit Jr., P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By Vladimir Knezevich Validation Checklist - Hardcopy Received Certificate of Independence FLIS076 RO COI Certifications of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM E-330 2002 SSTD 12 1999 TAS 201/202/203 - 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabullding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiPrl3... 4/9/2012 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved _.... -.. ...... ............... 'Summary of Products Method 1 Option D 12/20/2011 12/27/2011 02/24/2012 04/03/2012 FL # IlModel, Number or Name JFDescription 15076.1 20 Gage Galvanized Steel Storm Corrugated Galvanized Steel Storm Panels retained or Panels/HVHZ not by tracks to provide hurricane protection. Limits of Use lInstallation Instructions Approved for use in HVHZ: Yes FLlS076 RO II GLOBAL PROTECTION Approved for use outside HVHZ: Yes PRODUCT'S DRWG 11-213.odf Impact Resistant: Yes Verified By: Walter A. Tillit Jr., P.E. PE-44167 Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile impact resistant with Maximum Evaluation Reports span of 12'-4" for + or -43.8 p.s.f. ASD Design load for FL1.5076 RO AE GLOBAL PROTECTION PRODUCTS Product Evaluation Report drwo 11-213.Ddf regular panels (see sheet 8 & 10). Maximum span is 8' 8" for life safety panel and 5'-10" for E-Z hung panels. 11 Created by Independent Third Party: Yes 15076.2 24 Gage Galvanized Steel Storm Corrugated Galvanized Steel Storm Panels retained or Panels/NHVHZ not by tracks to provide hurricane prgtection. Limits of Use Installation Instructions Approved.for use in HVHZ: No FLIS076 RO 11 -GLOBAL PROTECTION Approved for use outside HVHZ: Yes PRODUCTS DRWG 11-214.Ddf Impact Resistant: Yes Verified By: Walter A. Tillit Jr., P.E. PE-44167 Design Pressure: N/A Created by Independent Third: Party:. Yes Other: Large missile impact resistant with Maximum Evaluation Reports span of 12'-0" for + or -20 p.s.f. ASD Design load and FL15076 RO AE GLOBAL PROTECTION 13'-0" for + or - 20 p.s.f. ASD Design load for regular PRODUCTS Product Evaluation Reoort'DrwD 11-2.14.Ddf Created by Independent Third Party: Yes panels mounted without "h" header respectively. See sheets 3, 12 & 17 of installation drawings for other spans and pressures. . 0nck '' —� Next . Contact Us :: 1940 North Monroe Street. Tallahassee FL 32.399 Phone, 850.487.1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR'S ADA web accessibility, please contact our Web Master at webmaster(qldboastate.fl.us. Product Approval Accepts: S;t R—A9 `CEgcJ M vxstrin••: � : �;. V.rt5i0n ylf�...�.. http://www. floridab'ul lding.org/pr/pr_app_dtl.aspx?param=wGEVXQiA,tDquS 73 Fr2Zyi PrI3 ... 4/9/2012 TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. tilteco@aol.com FL P.E. License No. 44167 PRODUCT EVALUATION REPORT FL E.B. License No. 0006719 REPORT NO.: 11-1209.04.. DATE: December 9, 2011 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 Gage Galvanized Steel Storm Panel MANUFACTURER: Global Protection Products LLC 4800 S.W. 51 Street . - Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to Global Protection Products LLC., manufacturer, based, on Rule Chapter No. 9B-72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2010 edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 11-214, titled 1124 GAGE GALVANIZED STEEL STORM PANEL", sheets i thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 12/05/11. This drawing is an integral part of this Evaluation Report. 2.2. TEST REPORTS: , Large missile impact load tests were performed under a �2--�d as per section, 1609.1.2 of the Florida Building Code. Unif, es' er•.,Section 1715.5.3, per ASTM E-330. Test reports prepared by rib es Lab of J;outh . 441r 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (3057$7.L;YAJ4 Sax: (305) 871-1531 PRODUCT EVALUA' N REPORT NO. 11-1209.04 Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.R., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 04/08/09, signed and sealed by Walter A. Tillit, Jr., P.E. - 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 11-214. Maximum Anchor Spacing shall be as indicated on sheets 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. Minimum separation to glass shall be as indicated on sheets 3, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. PRODUCT EVALOA:''N REPORT NO. 11-1209.04� 3 Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P:E.D.), drawing No. 11-214. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 11-21.4 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167) , President of Tilteco, Inc. (Florida EB-0006719). ,fi'''� N TILL ��ENSF T��P . �. CAI R7 _. �O�F•. FLOR14P�� .,SSIONAI-'F ''��ii/////III (�fisLID FOR,REGULAR, LIFE SAFETY -Z HANG STORM PANELS): 1 . STORM PANEL SHOWN ON THIS I' ." UCT EVALUATION DOCUMENT (P.E.D.) HAS EIL...' VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE / BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12, 15, 16 & 18. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER i'D TO COMPARE THESE W/ MAX.. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12, 15, 16 & 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN -VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #0814.01-01 AND #0219.02-09, AS- PER SSTD 12-99 •& ASTM E 330-02 STANDARDS. 2. ALL ALUMINUM EXTRUSIONS -TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. 4.. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-653 GRADE 80 MINIMUM, G-60 GALVANIZED STEEL DESIGNATION W/FY= 92.2 ksi (AFTER ROLLED). 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, WITH 36 ksi MINIMUM YIELD 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETi�""-' - 1/4% TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (Min. f'c=3192 p.s.i.) 1/4" 0 x 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC. 1/4"0 x 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. (Min. f'c=3000 p.s.i.) - #14-10 PANELMATE FEMALE ID & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 1/4"0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2" FOR ELCO PANELMATE AND 1 3/4" FOR ZAMAC NAILIN ANCHORS. A.2) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, BUT WITH WING NUTS. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2). (B) TO EXISTING CONCRETE BLOCK WALL ASTM C-90: - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILDEX, INC. - 1/4" 0 x 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC. - 1/4"0 X 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4" 0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC NAILIN ANCHOR, INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". 6.2) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 6.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO PEACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN B.1) AND IN 8.2). �__7 (C) TO EXISTING- WOOD (MIN. SPECIFIC GRAVITY. G = C.... MIN.)- - 1 /4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX, INC. - #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. •- 1 /4"0 LAG SCREWS PER N.D.S. - 7/16"0 x 5/8" WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY - CO. C.1) MINIMUM THREADED PENS -(RATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 .1 /2" AND 2'FOR ELCO PANELMATE PLUS - AND PANELMALE FEMALE ID. C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2". NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED, IN THIS DRAWING C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8". 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM. FOR .WALLS.WITH NO. SfVCCO. C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C.1), C.2) & C.4) (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 THROUGH 5) EXCEPT THAT HEADERS( & ® SHALL NOT BE'USED. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER !S TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES 1 W, 3W & 4W ON SHEETS 4, 5, 6 & 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOIJE THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT -TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE. 014E LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL114G TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE. TIQ 11 •��• '�'�' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone \, p •• •• �' 02011 TILTECO, INC.I.A. M.C.V. ;_..__ A C-y 24 GAGE GALVANIZED STEEL STORM PANEL R.E./A.G. a .� J•�Q�" ��SYI ._� , �. DRAWN BY: ' [L GLOBAL PROTECTION PRODUCTS, LLC. 12DATE:ii .d • r STRT QE ' \\ f 0 0 INC. \ 4800 S.W. 51 STREET •• DAVIEE. FL. 33314 =� "0'•.• F�DR`pP: �.� TILLIT TESTING & ENGINEERING COMPANY '-21 ¢ • 6355 N.W. J6Ih. St., Sfe. JOS, 14RCIN44 G4RDENS. R J.116s PHONE: (954)689-7545, FAX: (954)689-6797 e ••• �7• .+ Mom : (JOS) 871-15JO . f-or : (JO5) 871-15JI DRAWING NO: • • ••. // EB-00067T9 EM No DESGMIMI OATE REV. No 06CRIPTIDN DATE �•�•r,,��L /Ot WAVER A. TILLIT Jr., P.E. I °� 0°-�'R 1t/0=711 _ _ SHEET 1 OF 18 �i/d116N FLORIDA Lic. 1 44167 2 - - A _ _ _ -_ - _ COMPONENTS FOf;REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL,,`'`'STEMS (SCALE 1 /2=1 ") 15.125" (TOTAL WIDTH) 2.187" 12.500" (EFFECTIVE WIDTH) t .193" 1/4"0-200/4" CL 250 750" S.S. STUD RIVETED FO ANGLE 0 6 1 /4" ' 6 1 /4" (TYP.) } 374i --� .125' R 0 12 1 /2" O.C. 1.350" 1.350' 1.250" 100" 188 -1 ^- .086" MAY BE REVERSED 1.500"! 1.350' � - I -`] j` I � �500' ' � �I I I I .310" ) -r---- i i CL I CL ...�,\ 250". 3.3I5" .088" I 1 .640" 0.024" MIN. THICK -j8„ 6 1.671" \ 1.500" GALVANIZED STEEL HEMMED 2.000" TYp. ASTM A653 EDGE .084"-- .084' P00 1.015" 1. D SEE' 1 I 25a' HEMMED GRADE 80 MINIMUM 2 125" \i EDGE 8' -60 GALV. I �I 084' L`1.500"- DETAIL A I.125" -----------.------------ (TYP.) I DETAIL A 1--1.3 "--I Q9 STORM PANEL 1.350"-I 1 , 2.000" 315 y TYP.) PANEL'S END LIP W/ IfEMMED EDGE. 1� 3. 2.1 '0., O REV. "H" HEADER t0.05" R=0.032" MAX. \ 0.250" HEMMED ISOMETRIC VIEW DETAIL A ~ ROUNDED CORNER @ ENDS OF PANEL'S END LIP W/ HEMMED EDGE. (N.T.S) 5„ (TYP.) .7.}0., ® "U" HEADER O9 SLEEVE 2 1/8" MAX. LENGTH 2.0 .374" 384" ! � .200" I 1 .150" i I .311" .656" I MIN. f � .470" L .275" MIN�II .671" I I .860" ' 2.000"�- ) ? ? 250" 1.000 -\'1 23 L L MIN. 088" 1.201 " I \°� + � II 1 (TYP.) I t ss 050"-� �2.000"-J r r `'oo 250" MIN. .204" D BUILD -OUT "F" 14 BUILD -OUT "F" TRACK 15 WASHERED WINGNUT TRACK ANGLE (ZAMAC 3 ALLOY) 2O "H" HEADER .375" 0.1270" ( "F" TRACK ® ANGLE WITH STUD TYP. TOP EDGE OF PANEL 0.024" (Min.) GALVANIZED STEEL .133" 0.270" 200" 0.625' 1.407" 0.625" 00.2700, + I + �200" 0.270" PANEL .133" I .957" } I = Min. .085" I 0.625' .375" TYP. BOTTOM EDGE OF PANEL O KEY HOLE WASHER ® KEY HOLE AT PANEL 3105-H154 ALUM. ALLOY 3105-1-1154 ALUM. ALLOY .8 .125" (TYP.) 1 R. . 2,Q )0" R. 0.063 -1 .125" DETAIL 1 0"0 2.000" 10 ANGLE 11 "J". TRACK 12 PANEL HANGER (1 1 J4" WIDE) (USE ONLY FOR E-Z HANG STORM PANEL too i0����/.r`��'��;. SYSTEM) 6063-T6 ALUM. ALLOY Q' .••'"" �.:... FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02011 nLTECO, INC. I.A. M.C.V. 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY: No. 44 �,�.7 12/05/11 _ ...-- � ";' a� GLOBAL PROTECTION PRODUCTS, LLC. DATE: /TILTE C 0 mc. ; $TAT OF •;' Cr 4800 S.W. 51 STREET TILLIT TESTING & ENGINEERING COMPANY DAVIE, FL. 33314 s :' R K : \�I �� 6J55 N.W. J6fh. 51., Ste. J05, WRCIN14 DAIPDENS n.. JJ166 PHONE: (954)689-7545• FAX: (954)689-8797 1 1 - 2 1 N O: ,.•' \ �� Phone : (JOS) 871-1530 . fox : (J05) 871-1531 DRAWING N EB-0006719 REV. No DESCRIPTION DATE REV. No DESOWPRON GATE •TL OA�ET' WALTER A. TILLir Jr., P.E. 1 OW Oa-239 12/OS/11 3 - - SHEET 2 OF 18 FLORIDA Lic. 44167 2 - - � - - MAXIMUM A.S.D. F?F,SIGN PRESSURE RATING (P.s.f.)AND CORRESPONDING MAXIMUM SINGLE PA_' n LENGTH "L" SCHEDULE Q FOR REGULAR STORM PANELS INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK & WOOD (f) SINGLE PANELS(2 UNRESTRAINED SINGLE PANELS a) RESTRAINED AT EACH AT TOP OR BOTTOM END WITH TRACKS a - 9 - D / D WITH TRACKS 2 OR 2 * OR DIRECT MOUNTED AT EACH END • ®, 13 or14 MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) DESIGN PRESSURE RATING (P.S.f.) + or - CONCRETE & WOOD INSTALLATIONS t L+ L- 20.0 12'-0" 12'-O" 2aO 12'-O" 11 '-8" 30.0 11,-8" 10'-9" 35.0 10'-10" 10'-0" 40.0 10'-1" 9'-4" 45.0 9'-6" 8 '-9" 50.0 9'-1 " 6'-4" 55.0 8'-7" B'-0" 60.0 8'-3" 7'-7" 65.0 8'-0" 7'-4" 70.0 7'-8" 7'-0" 75.0 7'-5" 6'-10" 80.0 7'-2" 6'-7" 8.5.0 7'-0" 6'-5" 90.0 6'-9" 6'-2" 95.0 6'-9" 6'-0" 100.0 6'-5" 5'-11 " 105.0 6'-3" 5'-9" 110.0 - 5'-7" 115.0 - 5'-6" 119.6 - 5'-5" "L+" OR "L-•" (ft.) MAXIMUM A.S.D. DESIGN D PRESSURE RATING (p.s.f.) + or - CONCRETE & WOOD _ INSTALLATIONS t L+ L- 20.0 14'-4" 13'-0" 25.0 12'-10" 11'-7" 30.0 11'-8" 10'-7" 35.0 10,_ 10"- 9'-9" 40.0 9'-6" 9'-2" 45.0 9'-1 " 8'-7" 50.0 8'-7" 8'-2" 55.0 8'-3" 7'-9" 60.0 8'-O" 7'-5" 65.0 7'-8" 7'-2" 70.0 7'-5" 6'-11 " 75.0 7'-2" 6•-8" 80.0 7'-0" 6'-5" 85.0 7-0" 6'-3" 90.0 6'-9" 6'-1 " 95.0 6'-7" 5'-10" 100.0 6'-3" 5'-7" 105.0 6'-3" 5'-4" 110.0 - 5'-1" 115.0 - 4'-10" 119.6 - 4'-8" MAXIMUM PANEL LENGTH (in). .. MINIMUM SEPARATION TO GLASS SCHEDULE ULTIMATE WIND SPEED < 175 m.p.h ULTIMATE WIND SPEED > 175 m.p.h UNRESTRAINED RESTRAINED UNRESTRAINED RESTRAINED 30 OR LESS 1" 1" 6" 6 1/4" >33 TO 90 1" 1" 7 1/2" 7 1/2" >90 TO 145 1" 1" 7 1/2" 7 1/2" 8.3 >145 TO 16 1" 1" - 7 1/2" MINIMUM PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION 1.5"X1.5" BUILD -OUT " F BUILD -OUT "F" TOP DIRECT "h" „ U', STUD "F„ AN LE TRACK MOUNT HEADER HEADER ANGLE TRAGIC W/SIDE WDE BOTTOM CLOSURES CLOSURES - DIRECT MOUNT 46 32" 32" 35" 55" 50" 50" ® 1.5"X1.5" STUD ANGLE 35" 32" 32" 1 32" 42" 38" 38" O"F" TRACK 55" 32" 32" 42" 67" 60" 60" BUILD -OUT "F" TRACK ANGLE 50" 32" 32" 38" 60" 56" 56" W1 SIDE CLOSURES BUILD -OUT"F" TRACK 50" 32" 32" 38" 60" 56" 56" SIDE D.M., 3O, 0, 13 or14 2/4 ANCHORS (SEE SCHEDI_,__ ')N - SHEETS 9, 10 &11) m 1 /4, 3/4, 4/5, 5/5 & 6/5 1 W/6, 2W/6, 3V- & 4W/7 3- MAX I 1" MIN.�I 91 -1-7_r-I--!--f-I--1-T -1 -'-I- F- - I- -t- 'rtI - I- t- - * - - - BOLTED PANELS W/ 1/40-20x1" MSS. M.S. BOLT W/ © 9 EA. OVERLAP .(SEE SECTIONS AS APPLICABLE) 1 13" MAX °I' 1 /4, 3/4, 4/5, 5/5 & 6/5 1 " MIN. 2/4 1 W/6, 2W/6, 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 &11) ! REGULAR STORM PANEL 0) ELEVATION N.T.S. 1 /4" Max. GAP 2.687" '� N.T.S. NOTES: b(1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DETERMINED PANEL LENGTH BETWEEN "L+" AND "L-". (3) SEE SCHEDULE BELOW FOR MIN. PANEL LENGTH FOR POROSITY QUALIFICATION. f ,;INSTALLATIONS INTO WOOD ARE LIMITED TO ± 95 p.s.f. MAX. A.S.D. DESIGN PRESSURE RATING w w Cn U La w J x c� z w J J w z a a_ off it'���.P•••••••C'T�•y% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone �\ ••, o$ 02011 rIcrEco, INC. 24 GAGE GALVANIZED STEEL STORM PANEL I.A. AM.C.V. ```���•;� A"y j DRAWNBY; GLOBAL PROTECTION PRODUCTS, LLC. 12/05/11 ; STD+ i � � 1 Pd C . 7��O 4800 S.W. 51 STREET DATE: TILLIT TESTING & ENGINEERING COMPANY 055 N.W. J61h. St.. Ste. 305. VIRGINlA CARO£NS R JJ166 871-1531 iQ �'.� • �� ,�� •• a • •• r (� 1G • t LU f� DAVIE, FL. 33314 PHONE: (954)689-7545, FAX: (954)689-8797 1 1 - 214 • .. SQ Phone : (305) 871-1530 . Far : (JOS) EB-0006719 DRAWING No: REV. No OESCR UON DATE I REV. No I OCSCJOPIION O/.TE 1 a1n oe-xse a/os/n s - - SHEET 3 OF 18 (�fTJQI,(gT E yT�g1 U1IYY !PALTER A. TILLIT Jr., P.E. = Il FLORIDA Lic. 44167 INSTALLATION DETAILS FOR REGULAR PANEL n - IN10 , POURED CONCRETE OR CONCRETE BLOCK STRUCTURL-1 EXISTING POURED CONCRETE EXISTING POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED. Alo) REQUIRED. CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) 2 SHEETS 9 THROUGH 2 CONCRETE OR RED 1 CONCRETE BLOCK 1/2" 1/4" REQUIRED. MAX, MAX. CONCRETE ANCHORS (SEE SCHEDULE ON E� • I I E. I I I SHEETS 9 THROUGH 10) C EQ INN= EQI I I I I II I I I 1/4'0-20x1 1/4"0-20x1" E.D. Mln. S.S. BOLTS W� Mtn. S.S. BOLTS W 1 SEPARATION I AT EA OdFR1AP II SEPARATION I AT EA. ONEPoAP / I I I (USE FOR PANEL II I I I (USE FOR PANEL V TO GLASS. I I LENGTH OVER 7'-6•) —� GLASS. I I LENGTH OVER 7'-6") EXISTING I (SEE SCHEDULE 1"" Max. II (SEE TO SCHEDULE GLASS I ON SHEET 3 I I PANEL LENGTH II ON SHEET 3 I I I I I (SEE SCHEDULE II I IMin. SEPARATION 1 I 1" Max. I I I ON SHEET 3) II I I I PANEL LENGTH I TO GLASS. CONCRETE ANCHORS (SEE SCHEDULE —'I (SEE SCHEDULE I ON SH ET 3 (SEE SCHEDULE ON I ON SHEET 3) SHEETS 9 THROUGH 1 1 I I I II 1 I I I I 1 507EXISTINI 1 I EXISTING I I I I OF 11" GLASS 11 I I �1 I I I MAX. I I 50% GLASS 13 1 I 11 a'0-20x1" E.D. I I S.S. HEX HEAD BOLTS ZI I MAX. I I w is ®6 t/a" O.C. I I E.D. j I I I i E.D. j j E.D. 1)2" EXISTING POURED I I @ 12 1/2" O.C. CONCRETE OR I 1 4"x1 • HEX WASHER HEAD CONCRETE BLOCK t I CONCRETE (ANCHORS_/j r ITW BUILDER TEK SCREW OR REQUIRED. 1/4"-20x1" S.S. M.S. W/ NUT I (SEE SCHEbULE_ON ® 12 1/2" O.C. SHEETS 9 THROUGH b)" / ALTERNATE LEG LOCATION � 1 ALTERNATE CONCRET� EXISTING POURED CONCRETE CONCRETE ANCHORS ANCHORS OR CONCRETE BLOCK REQUIRED. ( STAGGERED W/ STUD SEE SCHEDULE ON (SEE SCHEDULE SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD —OUT MOUNTING SECTION 1 SCALE 3/8=1" E.D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10) NOTE FOR COMBINATION OF SECTIONS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. WALL MOUNTING SECTION 2 SCALE 3/8=1" -20x1" EX HEAD BOLTS ® 6 1/4' O.C. 1" Max. PANEL LENGTH (SEE SCHEDULE ON SHEET 3) I I I I I I I I I I I I I I I I I� I I I I I! EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED.. WALL MOUNTING / DIRECT MOUNT_ SECTION 3 SCALE 3/8=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I.A./M.C.V. 02011 r,LTEco, INC. 24 GAGE GALVANIZED STEEL STORM PANEL R.E./A.G. _ DRAWN BY: GLZ� \ . OBAL PROTECTION PRODUCTS, LLC. . 12/05/11 Y DATE: E C 0 1 N C. 4800 S.W. 51 STREET TILLIT TESTING & ENGINEERING COMPANY DAME, FL. 33314 1 1-214 5355 N.W. J61h. St.. Ste. 305. WRGINI4 GARDENS, n. JJ166 PHONE: (954)689-7545, FAX: (954)689-8797 Phonc : (JOS) 871-1SJO . Fax : (JOS) 871-15J1 DRAWING NO: EB-0006719 RM N. DESCRIPTION DATE REV. No DESCRIPTION DATE WALTER A. TILLIT Jr., P.E. 1 mn 0e-23e tz/as/it 3 - SHEET 4 OF 18 c1name 1,. 0 AAIJ77 - I - 1 4 _ INSTALLATION DETAILS FOR REGULAR PANEL i15 J INT.­POURED CONCRETE OR CONCRETE BLOCK STRUCTUR ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS SEE SCHEDULE ON EXISTING POURED CONCRETE (SEE SCHEDULE ON EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) OR CONCRETE BLOCK SHEETS 9 THROUGH 10) OR CONCRETE BLOCK REQUIRED. REQUIRED. , ALTERNATE LEG EXISTING POURED _E D ' LOCATION CONCRETE ANCHORS . E SHEETS 9, ON CONCRETE REQUIR y ������������ � ����� 1 • SHEETS 9, THROUGH 1 1 /4,. MAX. ' II II I I I II II I I 1 I I EXISTING n I I I GLASS II I I I 1 II II I 1 I I I 1/4"0-20x1" S. BOLTS W1@ AT EA OVERLAP (USE FOR PANEL If If I I LENGTH OVER 7'-6") Max. —ii I I II PANEL LENGTH (SEE SCHEDULE 1 Min. ON SHEET 3) II SEPARATION + TO GLASS. I I I II(SEE SCHEDULE II ON SHEET 3 I I I I I I 50% OF "L" II II I I I MAX. if 4 i I I 15 I I @ 12 1/2" O.C. If II II II I I EXISTING POURE[,T\\\\\\\\\\\ \\\\ CONCRETE \ EDGE OF WALL OR SLAB REQUIRED \ 3/4" (ALT. CONDITION) CONCRETE ANCHORS \ (SEE SCHEDULE ON E.D. SHEETS 9 THROUGH 10) CEILING AND FLOOR MOUNTING SECTION 4 SCALE 3/8=1" E.D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10) CONCRETE ANCHORS_ (SEE SCHEDULE ON SHEETS 9 THROUGH 10) EXISTING GLASS 1/2" Min. SEPARATIONTO GLASS. (SEE SCHEDULE ON 1 SHEET 3 e CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10) NOTE FOR COMBINATION OF SECTIONS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/2- •I I I I I I I I I I I I 1 I I L r I I I I I EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. BUILD —OUT MOUNTING SECTION 5 SCALE 3/8=1" 1/4"xt" HEX WASHER HEAD ITW BUILDEX TEK SCREW OR 1/4"-20x1" S.S. M.S. W/ NUT 0 12 1 /2" O.C. 4" 0-20x1' hEX HEAD BOLTS O 6 1/4" O.C. 1/4"0-20xl" S.S. BOLTS W/o AT FA. C`E34" (USE FOR PANEL LENGIH OVER 7'-6") i 1 "" OF "L" MAX. I I I -200 " EX HEAD BOLTS 0 6 1/4" O.C. ... Q s: sfATC F . g- "L" Max. PANEL LENGTH (SEE SCHEDULE ON SHEET 3) Min. I SEPARATION --1 TO GLASS. I(SEE SCHEDULE ON SHEET 3 EXISTING I GLASS I 1/8- MAX. CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. 1/2" 1/4" MAX. "L" Max. PANEL LENGTH (SEE SCHEDULE ON SHEET 3) 1/4"0-20xl" S.S. BOLTS W� AT EA OVERLAP (USE FOR PANEL LENGTH OVER 7'-6") OF "L" J 2 1/8" MAX. ALUMINUM SPACERS @ 6 1/4" O.C. WALL MOUNTING ,DIRECT MOUNT W SPACER SECTION 6 SCALE 3/8=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I.A./M.C.V. 02011 TILIECO, INC. 24 GAGE GALVANIZED STEEL STORM PANEL R.E./A.G. DRAWN • BY- 12/05/11 L INC. GLOBAL PROTECTION PRODUCTS, LLC. DATE: 4800 S.W. 51 STREET TILLIT TESTING & ENGINEERING COMPANY DAVIE, FL. 33314 1-214 ;J55 N.W. J6th. St., Sle. J05. WRGINW GARDENS. R., M166 PHONE: (954)689-7545, FAX: (954)689-8797 Phone : (305) 871-1530 . Fox : (J05) 671-1531 DRAWING No: EB-0006719 REV. No DESCRPiIDK DUEREY. No OESCRIP110N DATE WALTER A. TILLIT Jr., P.E. 1 OLD ae-ne 112/05/111 3 - SHEET 5 OF 18 91name 1- S AA1a7 - I - 1 4 - - I� WOOD HE REQUIRED MiNE 0 Min. 0 SEPARATION h��— — TO GLASS. 9 (SEE SCHEDULE V ON SHEET 3 0 EXISTING d GLASS 0 0 n 0 0 d INSTALLATION DETAILS FOR REGULAR PANEL n INTO WOOD STRUCTURES WOOD ANCHORS /(SEE SCHEDULE ON 3 1/4"0-20x1" HEET 11) ! �/W_- EX ® 6 1/ BOLTS 1/4" MAX. 1 /2" 1 1/4"0-200" S.S. BOLTS W� AT EA. OVERLAP (USE FOR PANEL LENGTH OVER 7-6") 0 12 1/2" O.C. EO \/ 2"x4" WOOD PLATE REQUIRED i I I WOOD ANCHORS STAGGERED W/ STUD I (SEE SCHEDULE ON ISHEET 1 1) \ I .n WALL MOUNTING ALTERNATIVE 9 W SCALE 3/8=1 " NOTE FOR COMBINATION OF SECTIONS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. OF "L" tE(EO WOOD ANCHORS (SEE SCHEDULE ONSHEET 11) I I WOOD HEADER I I I Min n. I I I I I I II I I I "L" MAX. II "L" MAX. PANEL LENGTH 0 PANEL LENGTH (SEE SCHEDULE 0 I I I (SEE SCHEDULE 0 O ON SHEET 3) N SHEET 3) 0 I I I 0 Min. I I I EXISTING 0 SEPARATION I I I GLASS— TO GLASS. 0 (SEE SCHEDULE I I I 0 ON SHEET 3 1 I I A I I I e I 115 I O 6 1/4" O.C. EQ I I E I ! I 1 4"Ox2 1/2" ELCO PANELMATE FEMALE ID 1 W/ 1/4"0-20 S.S. COMBO TRUSS HEAD I MACHINE SCREWS & 7/8" NEOPRENE I 1 WASHERS � 6 1/4" O.C. I . I I II 2"x4" WOOD PLATE REQUIRED NOTES: 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN WIND LOADS (p.s.f) AND PANEL- LENGTHS AS PER I SCHEDULES 'ON SHEET 3 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. WALL MOUNTING f DIRECT MOUNT ALTERNATIVE 2W SCALE 3/8=1" _ FLORIDA BUILDING CODE (Non High Velocity Hurricane ZonE •Sc•'•.,•v�11":, 11 �' \-1V, It !' 02011 nLTECO, INC. 24 GAGE GALVANIZED STEEL STORM PANEL I.A. M.C.V. R.E./A.G. • `' DRAWN BY: • `i`t' 12/05/11 - �Ec �01 GLOBAL PROTECTION PRODUCTS, LLC. DATE: �Q .Q•� ry t�f �. •; �11 C . 4800 S.W. 51 STREET DAME, FL. 33314 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. J6fh. St, Sfe. J05, WRGIMA f4RDENS, A J3166 t Q n O� ••� r • �? PHONE: (954)689-7545, FAX: (954)689-8797 1— 2 4 ` • - Phone : (JO5) 87f-15JO . Fox : (JO5) 671-15J1 EB-0006719 DRAWING No: REV. N. o�scRM= DATE REV. No oaCwrTWH oac an ue-see i:/us711 s - SHEET 6 OF 18 I =r_ ZE!IN e i (c��ATE WALTER A. TILLIT Jr, P.f. n nDlne 1. P dA l.97 It - W"ALLATION DETAILS FOR REGULAR PANEL O INTO W00 4"x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1 EXISTING 1 I GLASS I v \ I I 1 I I 1 I I a I I p Min. I I aSEPARATION TO I GLASS.(SEE f-- I SCHEDULE I I 1 ON SHEET 3 a I a 1 a I q I p I I p I I p I I p I I p I I p 4 I I a I p I I a I NO FINISH a ALLOWED a WOOD ANCHORS (SEE SCHEDULE ON 3/4" SHEET 11) NOTE FOR COMBINATION OF SECTIONS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. WOOD ANCHORS (SEE SCHEDULE ON SHEET 11)' 1/4" MAX. 1/4"0-20xl" S.S. BOLTS Wj@ AT EA OVERLAP (USE FOR PANEL LENGTH OVER 7'-6") I. Min CEILING AND FLOOR MOUNTING ALTERNATIVE 3W SCALE 3/8=1" "L" MAX. PANEL LENGTH (SEE SCHEDULE ON SHEET 3) 2"X6" WOOD DECK REQUIRED NOTES: 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN WIND LOADS (p.s.f) AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 3 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ALTERNATE WOOD A (SEE SCHEDULE ON SHEET 11) WOOD HEADI REQUIRED WOOD ANCHORS (SEE SCHEDULE SHEET 11) 2"x4" WOOD REQUIRED ALTERNATE LEG 1/2" 1/2" Pdin. C p Min. SEPARATION TO GLASS. (SEE SCHEDULE ON SHEET EXISTING 9 GLASS 1 a e A a a BUILD —OUT MOUNTING ALTERNATIVE 4W SCALE 3/8=1 " A. TIL[/a �\�,ENS(z� STATE Cr 1/2" 1" Min. 1/4"0" HEX WASHER HEAD EO ITW BUILDEX TEK SCREW OR 1/4"-20xl'• S.S. M.S. W/ NUT ® 12.1/2" D.C. I 1/476-20xl' S. HEX HEAD BOLTS I I W 15 ® 6 1/4' O.C. I I 1/4"6-20xl" S.S. BOLTS W1@ AT EA OVERLAP (USE FOR PANEL LENGTH OVER 7'-6') "m-20xl" HEX HEAD BOLTS 5) 0 6 1/4" O.C. WOOD ANCHORS (SEE SCHEDULE ON SHEET 11) OF "L" "L" MAX. PANEL LENGTH (SEE SCHEDULE ON SHEET 3) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I.A./M.C.V. ozal ncrEco. INC. 24 GAGE GALVANIZED STEEL STORM PANEL R.E./A.G. DRAWN BY: _7 7Nc.GLOBAL PROTECTION PRODUCTS, LLC. 12DATE:11 LE C 04800 S.W. 51 STREET TILLIT TESTING & ENGINEERING COMPANY DAVIE, FL. 33314 1 1 —2� 4 FJ55 N.W. J61h. St.. Ste. 305. WRGIN14 G4RDEN5 R 33166 PHONE: (954)689-7545, FAX: (954)689-8797 Phone : (305) 871-15J0 . Fox : (305) 871-1531 DRAWING No: EB-0006719 RCY No OESCRIPIIDN DAiC REV. N. DESCPoPODX D4iE WALTER A. 7LLIT Jr., P.E. r txn 0e-23e 12/1u/l1 3 1- SHEET 7 OF 18 ENC LOSURES DETAILS FOR INSTALLATION IN POURED CON- ,IRETE, , CON(�KtTE BLOCK OR WOOD STRUCTURES; VALID FOR REGUL'_,-�_!, LIFE SAFETY & -E-Z HANG SYSTEMS � II 11 \ p II II O ,® POURED CONCRETE. 3 4 1 1 O R i' CONCRETE BLOCK OR 2" x 3" x .093 3105 H-14 OR 2"x4" WOOD FRAME VARIES l � REQUIRED 6063-T6 ALLOY CONT. ALUM. 5" Mox.-il I ® & 10 ANGLE WITH 1/4"0 x 1 3/4"� II I 2 1 /2" TAPCON ® 12" O.C. 1 „ POURED CONCRETE, CONCRETE II 1 I Min. '� BLOCK OR 2"x4" WOOD FRAME POURED CONCRETE, II II 1/4"0 x 1 3/4" TAPCON REQUIRED CONCRETE BLOCK OR ANCHOR ® 12" O.C. 2 1/2" \ \ 1 i� REQUIRED FRAME I�O OR® Min. v \\ HALF PANEL P II ` \ \\ �1/4" GAPJ 1 \ F �tALTERNATE 1 CUT PANEL 1" 1/4"0 x 1 3/4" I II TAPCON ANCHOR I LEG LOCATION ffil Min I II 2" x 2" x .055" TO - VARIES O.C. VARIES 2" II 2" x 5" x .055" CONT. /. 5' Max.< L <135 I Max. II 080" 3 ANGLE 5-H1154 SHEET POURED CONCRETE, CONCRETE i, --- - J II TRACK METAL ALUM. BENT PLATBLOCK OR 2"x4" WOOD FRAME 2" X 4" X .125" I „ — — — — — — — — I II (1YP.) 1 REQUIRED 3105-H14 OR 6063-T6 ALLOY 2 in. A 1 2" CONT. ALUM. ANGLE Min. Max II 1 4" Ma . GAP 1/4" 0 BOLT 4" x 4" x .072" ® 12" O.C. 3105-1-114 OR 6063-T6 ALLOY W/JACKNUT Cont. Alum. ANGLE CASE A (PLAN) CASE B ,PLANT CASE C (PLAN) CASE D (PLAN) SCALE 1/4'=1' SCALE 1/4'=1" SCALE 1/4"=l" SCALE 1/4"=l" 1.5X \ (MIN. PANEL OVERLAP BEYOND OPENING WIDTH) POURED CONCRETE, CONCRETE BLOCK OR 2"x4" WOOD FRAME REQUIRED X = B.O. DISTANCE CASE E PLAN) SCALE 1/4"=1" POURED CONCRETE, II CONCRETE BLOCK OR VARIES 2"x4" WOOD FRAME \ 5" Max. -Al REOUIRED.:' II -. II VARIES I 5" Max. _ J 1/4"0-20 S.S. BOLTS ANO WASHERED WINGNUT 0 6" O..C. OR 1 /4"0-20 MACHINE BOLT do LOCK NUT 0 6" O.C. CASE F(PLAN). SCALE 1/4"--1' 'Qy ,� OR )I ® & 10 II 0 II II TRACK II (TYP.) II STATE:OF, `; ,#I SOLID -SET OR CALK -IN OR ELCO PANELMATE POURED CONCRETE. CONCRETE BLOCK EXISTING TRIM AT OTTOMOR [—FEMALE ID AND PANELMATE PLUS (SEE OR 2"x4" WOOD FSOIEWOFOPENING I SCHEDULE ON SHEETS 9, FRAME REQUIRED S APPLICABLE 10 & 11) 3/4" Max. BENT N// ANCHORED FRONT & REAR FLAT FLANGES PARALLEL TO WALL (NEVER CUT END PANEL) CASE G (PLAN) SCALE 1/4"=l" VALID FOR DIRECT MOUNT INSTALLATION ONLY & CERTIFIED PANEL INSTALLATION AT WALLS W/ SURFACE LEVEL VARIATIONS WITHIN 3/4" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02011 iILTECO, INC. IR.E E./A.G. 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY: '\ 12/05/11 GLOBAL PROTECTION PRODUCTS, LLC. DATE: 6 FEc o IN C. 4800 S.W. 51 STREET TILLIT TESTING & ENGINEERING. COMPANY DAVIE, FL. 33314 1 1 — 214 i355 N.W. J61h. SI.. Sle. 305, VIRGINIA GARDENS A 33166 PHONE: (954)689-7545, FAX: (954)689-8797 Phone : (JOS) 871-15JO . For : (JO5) 871-1531 DRAWING No: ES-0006719 REV. R. oLscwPnoR oA1[ a[v. No OCSCAIPf10N octE WALTER A. TILLIT Jr., P.E. r OLD 08-238 I:/os/11 3 - SHEET B OF 78 FLORIDA Lic. 1 44167 2 .MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.,� AND CURRE5PUNDINU MAXIMUM ANUMUK ZWAU1NU ,-IEDULE FOR REGULAR STC,..i,I PANELn INSTALLATIONS INTO CONCRETE & CONCRETE BLOB___ ' STRUCTURES (VALID ONLY FOR PANEL T INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAXIMUM A.S.D. DESIGN PRESSURE RATING s.f. CP ) MAXIMUM RS SPACING FOR MIN E.D. PER SCHEDULE BELOW ** APPLICABLE TO SECTIONS &ANY . COMBINATION OF THEM MAXIMUM PANEL LENGTH L" ". TAPCON SOLID —SET PANELMATE FEMALE ID PANELMATE PLUS ZAMAC—NAILIN CALK —IN TO CONCRETE To CONCRETE BLOCK CO<;CRETE :-., CONCRETE BLOCK: TO CONCRETE :.- To CONCRETE BLOCK TO CONCRETE TO CONCRETE -.BLOCK . TO CONCRETE To CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK 13" 13'" 13" 13" 13„ 13" 13" 13" 13" 13" 13. "'; 13"' 13 " 13" 13'" 13. 13" 13" 13" 13" 13" 13" 1 (TOP) 1 (BOTTOM) — 13" I 13" 13" 13' 13' 13" 13" 13:' 13" 13" 13'" 13" 2 (TOP) 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 2 (BOTTOM) 13'. 13 13" 13" 13" 13" 13'" 13" 13" 13" 13" 13" 3. (TOP) 5'—fill — — 6 1/4" 6 1/4" 6 1/4- 6 1/4" 6 1/4" 6 1/4" — — 13' 6 1/4" 3 (BOTTOM) OR 8., 8., 8„ 8.. 8" 8.. 13" 8" 8" 8,. 8.. 7 1/2" 4 (TOP) LESS 81' — 8" — 8" 8" — 8" — 8" — 4 (BOTTOM) 13" 13" 13.. 13" 13" 13" 13" 13" 13" 13" 13" 13" 5 (TOP) 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 5 (BOTTOM) 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 6 (TOP) +45, —45 — — 6 1/4" 6 1/4" 6 1/4" 6 1/4" — — — — 6 .1/4 6 1/4" 6 (BOTTOM) • OR LESS 13" 5" 13" 10 1/2" 13" 7" 17" 7" 7 1/2 5 1/2 13", 4 1/2" 1 (TOP) 13" 7" 13" 13" 13" 9 1/2 13" 9 1/2 10 1/2 7 1/2 13" 61' 1 (BOTTOM) 13" 5" 13" 10 1/2" 13" 7" 13" 7" 7 1/2 5 1/2 13" 4 1/2'" 2 (TOP) 13" 7" 13" 13" 13" 9 1/2 13" 9 1/2 10 1/2 7 1/2 13" 6 1/2" 2 (BOTTOM) 13" 7" 13" 13" 13" 9 1/2 13" 1 9 1/2 10 1/2 7 1/2 13" 6 1/2" 3 (TOP) >5'-6" — — 6 1/4" 6 1/4" 6 1/4" 6 1/4" 6 1/4" 6 1/4 — — 6 1/4" 6 1/4" 3 (BOTTOM) TO 7„ 3" 8„ 5 1/2" 7" 3 1/2" 8„ 4" 4 1/2" 3" 6 1/2" 3" 4 (TOP) 14'-4" B.• — 8" — 8"' — 8" — 5 1/2" — 7 1/2" _ 4 (BOTTOM) 13" 7" 13" 13" 13" 9 1/2" 13" 9 1/2" 10 1/2" 7 1/2" 13" 6" 5 (TOP) 13" 7" 13" 13" 13" 9 1/2" 13" 9 1/2" 10 1/2" 7 1/2" 13" 6 1/2" 5 (BOTTOM) 13" 5" 13" 10 1/2" 13" 7"� 13" 7" 7 1/2" 5 1/2" 13" 4 1/2" 6 (TOP) — — 6 1/4" 6 1/4" 6 1/4", 6 1/4" — — —. — 6 1/4" 16 1 /4"16 (BOTTOM) SEE SHEET 11 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THA14 INDICATED ON SCHEDULE REDUCE ANCI4OR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. , /4"0 1 /4"o 1 /4"o 1 /4"o 1 /4"o — 1 /4"o ANCHOR TYPE TAPCON SOLID -SET PANELMATE FEMALE ID PANELMATE PLUS ZAMAC-NAILIN CALK -IN MINIMUM ANCHOR SPACING (in.) 3 3 3 3 2 1/2" 2 1/2 MINIMUM EDGE CONCRETE (in.) 3 3 1/2- 3" 3 3 1/2" 1 3 DISTANCE (E.D.) : f CiNYTE:9LOCK (ln.) ... . 3 3 1/2". — 3 1 / 2" 3 1/2 3 1/2" 4 ACTUAL EDGE DISt4NCE (E.D.) FACTOR 1 1/2" .35 - -- - - - 2 1/2" - — 0.63 - - - .50 3" 1.00 - - 1.00 - .63 3 1/2" 1 - 1.00 1.00 - 1.00 1.00 MAXIMUM A.S.D. DESIGN PRESSURE RATING s f LP ) MAXIM- ACING FOR MIN E.D. PER SCHEDULE BELOW ** __ ' APPLICABLE TO SECTIONS # & ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH „L.. (ft.) TAPCON SOLID —SET ANELMATE FEMALE ID PANELMATE PLUS ZAMAC—NAILIN CALK —IN TO CONCRETE TO CONCRETE BLOCK CONCRETE 0 CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK TO C�R� TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK 13" 13" 13" 13" 13" 131" 13" 13" 13" 13" 13" 11 1/2" 1 (TOP) 13" 13" 13" 13" 13" 13" 13" 131' 13" 13" 13" 11 1/2" 1 (BOTTOM) 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 11 1/2" 2 (TOP) 13" 13". 13" 13" 13" 13" 13" 13" 13" 13" 13" 11 1/2" 2 (BOTTOM) 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 111 1/2' 3 (TOP) 5'. 6" — — 6 1/4" 6 1/4" 6 1/4" 6 1/4" 6 .1 /4" 6­ • 1/4" — — 6 1/4" 6 1/4" 3 . (BOTTOM), . OR 8" 5 1/2" $,T 8.1 8" 6 1/2" 8., 7 1/2" 8" 6" 81, 5" 4 (TOP) LESS 8" — 1 8" — a., — 8" — 8" — 8" — 4 (BOTTOM) 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 13" 11 1/2" 5 (TOP) 13" 13'" 13" 13'" 13" 13" 13" 13" 13" 13" 13" 11 1/2" 5 (BOTTOM) 13" 13" 13" 13" 13" 13" 13" 131• 13•" 13" 13" 11 1/2" 6 (TOP) +45, —45 _ — 6 1/4" 1 6 1/4" 6 1/4" 6 1/4" — — — — 6 1/4" 6 1/4" 6 (BOTTOM) TO +65, —65 13"' 6" 13" 13" 13" 8 1/2'" 13" 8 1/2" 9 1/2"' 6 1/2" 13" 5 1/2"" 1 (TOP- 13" 7 1/2" 13" 13" 13"" 10'" 13" loll 11 " 8'" 13" 6 1/2" 1 (BOTTOM) 13" 6" 13" 13" 13" 8 1/2" 13" 8 1/2" 9 1/2" 6 1/2'. 13" 5 1/2" 2 (TOP) 13" 7 1/2" 13" 13" 13" loll 13" 10" 11 " 8"" 13" 6 1/2" 2 (BOTTOM) 13" 7 1/2" 13" 13" 13" 10" 13" 1.0"" 11"" 8 13" 16 1/2" 3 (TOP) >5'—fill — — 6 1/4" 6 1/4" 6 1/4" 6 1/4" 6 1/4" 6 1/4" — — 6 1/4" 6 1/4" 3 (BOTTOM) TO 7 1 /2" 3 8" fill 7 4 8" 4' 4 1/2" 3 1/2" 6 1/2" 3" 4 (TOP) 9. —6" 8" — 8" _ 8" — 8" — 5 1/2" — 7 1/2" — 4 (BOTTOM) 13" 8 1/2" 13" 13" 13" loll 13" 10" 1 1 " 8" 13"' 6 1 /2" 5 (TOP) 13" 8 1/2" 13" 13" 13" 101' 13" 1 10" 11" 8" 13" 6 1/2" 5 (BOTTOM) 13" 6" 13" 1 13" 1 13" 8 1/2" 13" 8 1/2" 9 1/2" 6 1/2" 13" 5 1/2" 6 (TOP) 1/4" — — — — 6 1/4" 6 1/4" 6 (BOTTOM) /�P1F""TFd �CNNLT/19)Ch�d i� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02011 TILrCco. INC. 24 GAGE GALVANIZED STEEL STORM PANEL R.E. DRAWNN BY: 12/05/11 GLOBAL PROTECTION PRODUCTS, LLC. DATE: EC O I N C• 4500 S.W. 51 STREET TILLIT TESTING & ENGINEERING COMPANY DAME, FL. 33314 1 1 —21 4 6355 N.W. J6fh. St" Ste. J05, VIRGINIA GARDENS n.. J3166 PHONE: (954)689-7545, FAX: (954)689-8797 Phone : (J05) 871-1530 . For : (JOS) 871-1531 DRAWING No: EB-0006719 REY x DE CRWPON DA7[ REV. No DESCRVION DATE WALTER A. TILLIT Jr., P.E. 1 OLD 04-23e 12/05/113 1 SHEET 9 OF 18 FLORIDA Lk. 1 44167 z - I - I , - - MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f.) ANU c;UKKL�WUNUINU MAXIMUM AN(.:HVK JrALAPIU ,s ,jEDULE FOR REGULAR STC A PANEL O INSTALLATIONS INTO CONCRETE & CONCRETE BLOC STRUCTURES (VALID ONLY FOR PANELINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAXIMUM A.S.D. DESIGN PRESSURE (p.s.f.) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW ** APPLICABLE TO SECTIONS # & ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH 1"RATING (ft.) TAPCON SOLID —SET PANELMATE FEMALE ID PANELMATE PLUS ZAMAC—NAILIN CALK —IN TO CONCRETE TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOC TO CONCRETE TO CONCRETE BLOC TO CONCRETE TO C BLOCONCRK TO CONCRETE TO C BLOCK E 13" 11" 13" 13" 13" 13" 13" 13" 13" 12" 13" 10" 1 (TOP) 13" 11" 13" 13" 13" 13" 13" 13" 13" 12" 13" 10" 1 (BOTTOM) 13" 11" 13" 13" 13" 13" 13" 13" 13" 12" 13" 10" 2 (TOP) 13" 11" 13" 13" 13" 13" 13" 13" 13" 12" 13" 10" 2 (BOTTOM) 13" 11" 13" 13" 13" 13" 13" 13" 13" 12" 13" 10' 3 (TOP) 5•-6" — — 6 1/4" 6 1/4" 6 1/4" 6 1 /4" 6 1/4" 6 1/4" — — 6 _1/4" 6 1/4" 3 (BOTTOM) OR 8" 5" 8" 8" 8" 6" 8" 6 1/2" 7" 5" 8" 4 1/2" 4 (TOP) LESS 8" — 8" — 81. — 8" 811 8" — 8" — 4 (BOTTOM) 131, 11" 13" 13" 13" 13" 13" 13" 13" 12" 13" 10" 5 (TOP) 13" 11" 13" 13" 131, 13" 13" 13" 13" 12" 13" 10" 5 (BOTTOM) 13" 11" 13" 13" 1 13" 13" 13" 13" 13" 12" 13" 10" 6 (TOP) >+65, —65 — — 6 1/4" 6 1/4" 6 1/4" .6 1/4" — — — — 6 1/4" 16. 1/4" 6 (BOTTOM) +75To 75 13" 7 1/2" 13" 13" 13" 1 10" 13" 10" 11 " 8" 13' 6 1/2" 1 (TOP) 13" 7 1/2" 13" 13" 13" 10 1/2" 13" 10 1/2"ll 1/2" 8" 13" 7" 1 (BOTTOM) 13" 7 1/2" 131. 13" 13" 101. 13" 10" 11" 8" 13" 6 1/2" 2 (TOP) •13" 7 1/2" 13" 13 1. 13" 10 1/2" 13" 10 1/2"11 1/2" 8" 13" 7" 2 (BOTTOM) 13" 7 1/2 13" 13" 13" 10 1/2" 13" 10 1/2"ll 1/2" 8" 13" 1 7' 3 (TOP) >5'-6" — — 6 1/4" 6 1/4" 6 1/4" 6 1/4" 6 1/4" 6 1/4" — — 6 1/4" 6 1/4" 3 (BOTTOM) TO 7 1/2" 3 1/2" 8" 6" 7 1/2" 4" 8.1 4 1/2" 5" 3 1/2" 7" 3 4 (TOP) 8'-0" 81. — 8" — — 8" — 8" — 6" — 8" — 4 (BOTTOM) 13" 7 1/2" 13" 13" 13" 10 1/2" 13" 10 1/2"11 1/2" 8" 13" 7" 5 (TOP) 13" 7 1/2" 13" 13" 13" 10 1/2" 1 13" 10 1/2" 11 1/2" 8" 13" 7" 5 (BOTTOM) 13" 7 1/2" 13" 1 13" 13" 110 1/2" 13" 10 1/2"ll 1/2" 8" 13" 7" 6 (TOP) — — 16 1/4" 1 6 1/4" 6 1/4" 16 1/4" 1 — — 6 1/4"!6 1/4" 6 (BOTTOM) SEE SHEET 11 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. ** MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. 1 /4"o 1 /4"o 1 /4"o 1 /4 "o 1 /4"o 1 /4"o ANCHOR TYPE TAPCON SOLID -SET PANELMATE FEMALE ID PANELMATE PLUS ZAMAC-NAILIN CALK -IN MINIMUM ANCHOR SPACING (in.) 3 3 3 3 2 1/2" 2 1/2 MINIMUM'EDGE CONCRETE (in.) 3 3 1/2" 3" 3 3 1/2" 3 DISTANCE (E.D.) CONCRETE BLOCK (in.) 3 1 3 1/2" 3 1/2" 1 3 1/2 1 3 1/2" 4 ACTUAL EDGE DISTANCE (E.D.) FACTOR 1 1/2" .35 - - - - - 2 1/2- - 0.63 - - - .50 3- 1.00 - - 1.00 - .63 3 1/2" - 1.00 1.00 - 1.00 1.00 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW ** APPLICABLE TO SECTIONS # & ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH L" TAPCON SOLID —SET PANELMATE FEMALE ID PANELMATE PLUS ZAMAC—NAILIN CALK —IN TO CONCRETE TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK TO CONCRETE CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK TO CONCRETE C TO' CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK 13" 5" 13" 10 1/2" 13" 6 1/2" 13" 6 1/2" 7 1/2" 5 1/2" 13" 4 1/2" 1 (TOP) 13" 6 1/2" 13" 13" 13" 9" 13" 9" 10" 7 1/2" 13" 6" 1 (BOTTOM) 131, 5" 13" 10 1/2"' 13" '6 1/2" 13" 6. 1/2" 7 1/2" 5 1/2" 13" 4 1/2" 2 (TOP) - 13" 7" 13" 13" 13" 9 1/2" 13" 9 1/2" 10 1/2" 7 1/2" 13" 6 1/2" .2 (BOTTOM) 13" 7" 13" 13" 13" 9 1/2" 13" 9 1/2- 10 1/2" 7 1./2" 13" 6" 3 (TOP) V-6" — — 6 1/4" 6 1/4" 6 1 /4" 6 1/4" 6 1/4" 6 1/4" — — 6 1/4" 6 1/4" 3 (BOTTOM) OR 7" 3" 8" 5 1 /2" 7" 3 1 /2" 8" 4" 4 1 /2" 3" 6 1 /2" 2 1 /2" 4 (TOP) LESS 8" — 6 1/2" 1 — 8" — 8" — 5 1/2" — 7" — 4 (BOTTOM) 13" 6 1/2" 13" 13" 13" 9.. 13" 91, 10" 17 1/2" 13„ 6" 5 (TOP) 13" 7" 13" 13" 13" 9 1/2" 13" 9 1/2" 10 1/2" 7 1/2" 13" 6" 5 (BOTTOM) 13" 5" 13" 10 1/2" 13" 6 1/2" 13" 6 1/2" 7 1/2" 5 1/2" 13" 4 1/2" 6 (TOP) >+75, —75 — — 6 1/4" 6 1/4" 6 1/4- 6 1/4" 6 1/4" 6 1/4" —I — 6 1/4" 6 1/4" 6 (BOTTOM) +119TO ,-119.6 13" 5" 13„ 10 1/2" 13" 6 1/2" 13" 6 1/2" 7 •1/2" 5 1/2" 13" 4 1/2" 1 (TOP) 13" 6 1/2" 13" 13" 13" 91, 13" 9" 10" 7 1/2„ 13" 6" 1 (BOTTOM) 13" 5" 13" 10 1/2" 13" 6 1/2" 13" 6 1/2" 7 1/2" 5 1/2" 13" 4 1/2" 2 (TOP) 13" 7" 13" 13" 13" 9 1/2" 13" 9 1/2" 10 1/2" 7 1/2" 13" 6 1/2" 2 (BOTTOM) 13" 7" 13" 13" 13" 19 1/2" 13" 9 1/2" 10 1/2" 7 1/2" 13" 6' 3 (TOP) — — 6 1/4" 6 1/4" 6 1/4" 6 1/4" 6 1 /4" 6 1/4 — — 6 1/4" 6 1/4" 3 (BOTTOM) TO 7„ 3„ 8" 5 1/2" 7" 3 1/2" 8" 4„ 4 1/2" 3" 6 1/2" 2 1/2" 4 (TOP) 7'-5" 8" — 6 1/2" — 8" — V. — 5 1/2" — 7" — 4 (BOTTOM) 13" 6 1/2" 13" 13" 13" 9.. 13" 9,• 10" 7 1/2" 13" 6" 5 (TOP) 13" 7" 13" 13" 13" 19 1/2" 13" 9 1/2" 10 1/2" 7 1/2" 1 13" 1 6" 5 (BOTTOM) 13" 5" 13" 13" 16 1/2" 13" 6 1/2" 7 1/2" 5 1/2" 13" 14 1/2" 6 (TOP) — — 6 1 /4" 6 1 /4" 6 1 /4" 6 1 /4" — — — — 6 1 /4" 6 1 /4" 6 (BOTTOM) airl.�aioo>,,fr zz. V-- 1; �(• `S i TE Or" is �o. �C061��•,�T, tN A'�VGATE ;SIWA i y_ ei FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone I.A./M.C.V. 02011 TILTECO. INC. 24 GAGE GALVANIZED STEEL STORM PANEL R.E./A.G. DRAWN BY: 12/05/11 /T1 GLOBAL PROTECTION PRODUCTS, LLC. DATE: LE C 07, N C. 4800 S.W. 51 STREET TILLIr TESTING & ENGINEERING COMPANY DAME, FL. 33314 1 1 —21 4 6355 N.W. J6M. SL, Ste. JOS VIRGIN14 G4ROEN5, n.. J3166 PHONE: (954)689-7545. FAX: (954)689-8797 Phone : (JO5) 671-1530 . Fo:: (JOs) 671-1531 DRAWING No: EB-00067I9 RLY: !!a DESCRWTIDN DATE REV. No OLCRIPi1ON DATE WALTER A. 77LLIT Jr.. P.E. 1 mn O0-238 112/05/111 3 - SHEET 10 OF 18 n nOmA f.-. A AA197 - I - 1 4 - - SPACING (VALID ONLY FOR PANEL Q INSTALLATIONS AS PER ALTERNATIVES 1 W THRU 4W, ON SHEETS 6 & 7) MAXIMUM A.S.D. DESIGN PRESSURE RATING lP.s.f.) MAXIMUM ANCHORS SPACING FOR E.D. = AS SHOWN ON SHEETS 6 & 7 -APPLICABLE TO ALTER # & ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH "L" (ft.) TAPCON LAG SCREW PANELMATE FEMALE ID PANELMATE PLUS WOOD BUSHING 13" 13" 13" 13" 1W (TOP) 13" 13" 13" 13" 13" 1W (BOTTOM) 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 2W (TOP) - - 6 1/4" 6 1/4" 6 1/4" 2W (BOTTOM) 5'-0" OR 8" 8" 8" 8" - 3W (TOP) ) LESS 8" 8" 8" 8" - 3W (BOTTOM) 13" 13". 13" 13" 13" 4W (TOP) +45. -45 OR LESS 13" 13" 13" 13" 13" 4W (BOTTOM) 13" 13" 13" 13" 8 1/2" 1W (TOP) 13" 13" 13" 13" 6" 1W (BOTTOM) 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 2W (TOP) - - 6 1/4" 6 1/4" 6 1/4" 2W (BOTTOM) >5'-O" TO 4 1/2" 4" 6 1/2" 6 1/2" - 3W (TOP) 14'-4" 4 1/2" 4 1/2" 7" 7" - 3W (BOTTOM) 10 1/2" 9 1/2" 12" 12" 4' 4W (TOP) --] 13" 13" 13" 13" 1 8 1/2" 14W (BOTTOM) MAXIMUM A.S.D. DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR E.D. = AS SHOWN-0 S 6 & 7 APPLICABLE ALTERNATIVES # & ANY COMBINATION OF THEM MAXIMUM LENGTH L" (ft.) TAPCON LAG SCREW PANELMAT FEMALE i PANELMATE PLUS OD BUSHING 13" 13" 13" 13" 13" 1W (TOP) 13" 13" 13" 13" 8" - iW (BOTTOM) 6 1/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 2W (TOP) - - 6 1/4" 6 1/4" 6 1/4" 2W (BOTTOM) 5'-0" OR 7" 7 1/2" 8" 8" - 3W (TOP) LESS 7 1/2" 8" 8" 8" - 3W (BOTTOM) >+45, -45 TO +75, -75 13" 13" 13" 13" 13" 4W (TOP) 13" 13" 13" 13" 13" 4W (BOTTOM) 13" 13" 13" 13" 10 1W (TOP) 13" 13" 13" 13" 6 1/4" 1W (BOTTOM) 6 l/2" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 2W (TOP) >5TO -0" - - 6 1/4" 6 1/4" 6 1/4" 2W (BOTTOM) 4 1/2" 5" 7 1/2" 7 1/2" - 3W (TOP) 7'-5" 5" 5 1/2" 8" 8" - 3W (BOTTOM) 13" 12" 13" 13 5 1/2" 4W (TOP) 13" 13" 13" 13" 1 10" 4W (BOTTOM) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 1 02011 IXTECO, INC. R.E./A.G. 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY: 12/05/11 ® GLOBAL PROTECTION PRODUCTS, LLC. DATE: N C • 4800 S.W. 51 STREET TILLIT TESTING & ENGINEERING COMPANY DAVIE. FL. 33314 1 1— 21 4 ;J55 A! W. J&h. St. S(m J05. VIRGINA G4RDENS. R. J3165 PHONE: (954)689-7545, FAX: (954)689-8797 Phone : (305) 871-1530 . For : (305) 871-1531 DRAWING No: EB-0006779 RM Ne DESCRiMom DATE REV. ft DESCNiMN DATE WALTER A. TILLIT Jr., P.E. 1 I OW 0E-235 12/05/11 3 1 - SHEET 11 OF 18 FLORIDA Lic. At 44167 z - I A I - - ANCF'1' ""' (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14, 15 &16) D.M.. 2�1 Oor® "A 3" MAX. R-1B/13, R-28/13, R-36/14, 3" Mir 1" MIN. - R-1AW/15, R-2AW/15, R-3AW/16. R-1BW/15, R-26W/15, R-36W/16. 1" MIN. ® 0 0 ------;1,i11i1'�i ---- t1IIt1III IIiII1I11IIII •---- --iII1IIII1IIiI ----I1iI1iII1III ----- 1III11I1iII1 -----I0ti1I1iIII1 — -- 1iIIII11I11 ---1111IiI1II1I -r111ItI1 --- ---; ------ ---7 ---- N 1/4"o-20x1" S.S. BOLTS I V 1 O i (USE FOR PANEL LENGTH 1 OVER 7'-6") I I STORM PANEL LIFE SAFETY STORM PANEL I 1 1 n I ' • I � I I 1/4 0-20x' i - I S.S. BOLTS I I AT EA. OVE / W/ ?LAP I I REGULAR STORM PANEL ---L---1---I---- ---- -1.--—---I------I--- ! I i V -- ----- --- --- --- ----- - 1--- ----- ---- -I--- --- ------- -L---- ---t--- ---------i----- - --I-- -------i--------(2 NOTCHES AT STUD i I ! - - 1 I I LOCATION @ LIFE SAFETY I I i ` I ! I PANEL BOTTOM CORNERS I I I OVERLAP-� OVERLAP !AP - WING AT WNUT ' � EXTERIOR L_wING NUT AT 3" MAX. LEFT PANEL RIGHT PANEL 3" MA} 1" MIN. R-1A/13, R-2A/13, R-3A/14, R-18/13, R-213/13, R-36/14, 1" MIN t P.-1 AW/15, R-2AW/15, R-3AW/16. R-18W/15, R-2BW/15, R-3BW/16. RNATIVES ON SHEETS 13 14 15 &16) ANCHORS (SEE SECTIONS & ALTE 1/4" MAX. GAP LIFE SAFETY STORM PANEL M ELEVATION (t) F SCALE 1 /4"=1 " �l 2.887" �J REGULARREGULAR / STORM PANEL (MIN. OVERLAP =1 WHOLE VALLEY) ,/ STORM PANEL t �I i I - -- 19 MAX. PANEL LENGTH 8'-8" ® +40.0. -40.0 p.s.f. MAX. A.S.D. DESIGN PRESSURE RATING (W/ OVERLAP MID PANEL LENGTH BOLT) 7'-6" ® +50.0. -54.0 p.s.f. A.S.D. DESIGN PRESSURE RATING (W/O OVERLAP MID PANEL LENGTH BOLT) USE 2'-8" MIN. PANEL LENGTH AT ALL MOUNTINGS t INSTALLATIONS ONLY VALID FOR BASIC WIND SPEEDS UP TO 175 m.p.h. -----_____OV_E_R_a_A_�1 4' � MAX. GAP --L ----------_-__-------- / -- i+' lER A. T/ V I t LiZ ne) LIFE SAFETY PANEL EXTERIOR SECTION A— A SCALE 1 /4"=1 " HIV t1�. ,, P �+�•,• </ ' '-NO�.�44�- . =� rQ ... -/T �o ; .. :: - SRA ®F �` o , % .�P • ,•' Ur �� .� FLORIDA m2011 TILTECO, INC.24 BUILDINon G CODE (NHlgh a ocl y urrlc GAGE GALVANIZED STEEL STORM PANEL e o I.A. M.C.V. BY: DRAWN BY: GLOBAL PROTECTION PRODUCTS, LLC. 4800 S.W. 51 STREET DAVIE. FL. 33314 PHONE: (954)689-7545, FAX: (954)689-8797 ,2�U5�1, DATE: L E C ® I N C . T1LL/T TESTING &ENGINEERING COMPANY 6355 N.IV. J611L St., Ste. 305. WRGINI4 GARDENS, RA 33166 Phone : (305) 671—ISJO . Fer : (305) 671—ISJ7 E8-0006719 WALTER A. T/LLIT Jr., P.E. FLORIDA Lic._ 44167 1 1_ 2 1 4 DRAWING NO: RCV. No DESCXMION DATE REV. No DESCRIPTIONDATE j' pT I ow Oa-03a ,I/05/11 3 SHEET 12 OF 18 2 - - 4 - - 1 /4"0 TAPCON EXISTING POURED ANCHOR Q 9" O.C. CONCRETE OR CONCRETE BLOCK REQUIRED. If EXISTING 11 GLASS II r�— II II II II II III Min. If--SEPARATIOP II TO GLASS. If -_ E.D.* 3/4" 1/2" T� I I 1 I I I I 1/4" INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INS v POURED CONCRETE OR CONCRETE BLOCK STRUCTURE--. 1/4"0 TAPCON EXISTING POURED 1/4"0 TAPCON EXISTING POURED ANCHOR @ 9" O.C. F CONCRETE OR ANCHOR @ 9" O.C.CONCRETE OR CONCR�E BLOCK CONCRETE BLOCK REQUIRED. REQUIRED. II 1 " Min. IF—SEPARATIOP II TO GLASS. 1/4"4-20x1" S.S. BOLTS W, EXISTING AT EA. OVERLAP CLASS 11. R (USE FOR PANEL II LENGTH OVER 7'-6") II II II "L" Max. IL PANEL LENGTH R (SEE ELEVATION II ON SHEET 12) II 12 1/2" I j \ / \ I 1 /4"0 TAP�C—O-N�1�(•�//) ANCHOR O 9" O.C. EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. SECTION R-1 A ® REGULAR PANELS WALL MOUNTINGS SCALE 3/8=1" E.D.* / 1 /4"0 TAPCON ANCHOR @ 9" O.C. EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. SECTION R-1 B m LIFE SAFETY PANEL 1/2" ` 11/4" 7MAX. _ I I I I I I I I I I 1 I I I I ' I I 1/4"0-200" S. BOLTS W1@ AT EA. OVERLAP I I I I I I "L" MAX. 6" PANEL LENGTH I I (SEE ELEVATION I I ON SHEET 12) ! I I I I I I I I I I 1 6" I I � I I i I 15 I I @ 12 1/2" o.c' SEE SHEETS 15 & 16 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO ANCHOR. TYPE 1 /4"e TAPCON WOOD FRAME BUILDINGS. MINIMUM ANCHOR SPACINGS AND MINIMUM MINIMUM. ANCHOR SPACING (in.) 3 *MINIMUM EDGE I Concrete (in.) 3 EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING DISTANCE (E.D.) Concrete Block (in.) 3 ACM EDGE DISrMC-E (ED.) FACTOR BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, 1 1/2" .35 REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN 2 1/2" - 3" 1.00 MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. 3 1/2" - 1/2" j I E.D.* I I I I I I I II I I I EXISTING_ i� I I GLASS I II I II 1 I II II � II I I I II 1 " Min. I I jr-SEPARATION-- I I 11 TO GLASS. II I I ME 1 I I I E.D.* I I I 1 I 1 /4"0 TAPCON ANCHOR @ 9" O.C. EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. 11/4,. MAX. 1/2" 1/4" MAX. E.D.* I I I I I I I I I 1 II 1 " Min. I I I 1 II --SEPARATION- 1/4"m-20xl" EXISTING�I TO GLASS. S.S. BOLTS W� GLASS � AT EA 0/ERLPP 11 (USE FOR PANEL II LENGTH OVER 7'-6") II I I I I I I 1/4"0-20x1" S. BOLTS W� AT EA. OVERLAP I I I I I II MAX. II "L" MAX. PANEL LENGTH I (SEE ELEVATION if ON SHEET 12) II II II 6" PANEL 1 (SEE ELEVATION I ON SHEET } I LENGTH 12) I I 1 I I I I I EQ EQ 1 4"0-20x3/4" S.S. HEX HEAD M.S. / BOLTS W ® 12 1/2" O.C. i 1/4"0 TAPCON L ANCHOR @ 9" O.C. XISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. SECTION R-2A @ REGULAR PANELS WALL MOUNTINGS SCALE 3/8=1 " E.D.* EO ' % - 1/4"o-20x3/4' EQ I / S.S. HEX HEAD M.S. BOLTS W%o 0 12 1/2" O.C. TAPCON ANCHOR @ 9" O.C. EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. SECTION R-2B ® LIFE SAFETY PANEL A"nzz — FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone \C NSF••••, '� 02011 TILT£CO, INC. 24 GAGE GALVANIZED STEEL STORM PANEL I.A. f,1.C.V. R.E./A.G. DRAWN BY: :,•:`�YQ-JY4IUT%' •` ® /11I� GLOBAL PROTECTION PRODUCTS, LLC. 12/05/11 DATE: 1 1 —21 4 gg ee •• 'A"JAM / ,i ` •• I •"'•,•� �� C• 4800 S.W. 51 STREET OAVIE. FL. 33314 PHONE: (954)689-7545, FAX: (954)689-8797 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. St. Sfc. 305, WR61NIA GARDENS. Pi. 3J166 �J =. 4 Phone : (305) 871-1530 . Fax: (305) 871-1531 DRAWING No: Rtv No DESCRIPTION DATE REV. N. M.M.D OAT[ . E8-0006719 {PALTER A. nLLIT Jr., P.E. o �'f(r$�ALykJlf N�" ATE 1 0� oe-:sa Iz/os/II s _ _ SHEET 13 OF 18 it FLORIDA Lic. if 44167 2 _ 1 /4"0 TAPCON EXISTING POURED ANCHOR @ 9" O.C. CONCRETE OR CONCRETE BLOCK REQUIRED. 2 / 1/2„ 1. 11 MAX. I Fn* I t it II EXISTING 11 GLASS 11 I I II u II II I1 III 1'� Min. It--SEPARATIO1, II TO GLASS. II EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. 1/4"0 PANELMATE PLUS ANCHOR @ 12 1/2' O.C. I I I I INSTALLATION DETAILS FOR LIFE SAFETY PANEL J) Nib POURED CONCRETE OR CONCRETE BLOCK STRUCTURE", 1/4"0 TAPCON EXISTING POURED ANCHOR @ 9'• O.C. �ONCREfE OR CONCRETE BLOCK REQUIRED. 1/4'0-20x1• s.S. BOLTS W1@ AT FA OVERLAP (USE FOR PANEL LENGTH OVER 7'-6') 1 12 1/2" O.C. "L" Max. PANEL LENGTH (SEE ELEVATION ON SHEET 12) SECTION R-3A @ REGULAR PANELS SEE SHEETS 15 & 16 -FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. 1 /4"o 1 /4"o ANCHOR TYPE PANELMATE TAPCON PLUS MINIMUM. ANCHOR SPACING (in.) 3 3 *MINIMUM EDGE Concrete (in.) 3 3 Concrete Block (in.) 3 3 1/2 DISTANCE IED.) ACRA EDGE DISFANCE (ED.) FACTOR 1 1/2- .35 - 2 1/2- - - 3,. 1.00 1.00 3 1/2• - - II 1 " Min. II---SEPARATIOP II TO GLASS. n II EXISTING_jI GLASS II II II ff- II II I II II EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. 1/4"0 PANELMATE ANCHOR (BEYOND) WALL MOUNTINGS SCALE 3/8=1" y�oo' �� 'R A. Al - 0•..44_167_ :.P TE '. ;et* RIUP. •'' �Q,i�'� — - PANEL LENGTH (SEE ELEVATION ON SHEET 12) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone I 02011 TILIECO. INC. RE./A.G. 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY: 12/05/11 /7 E e GLOBAL PROT EGCTION 1 PRODUCTS, LLC. DATE: STREET TILLIT TESTING & ENGINEERING COMPANY DAVIE. FL. 33314 1 1— 214 6355 N.W. J6th. St.. Sta J05, VIRGIAU WOWS. A JJ166 PHONE: (954)689-7545, FAX: (954)689-8797 Phone : (JOS) 871-15JO . Fox : (JO5) 871-15JI DRAWING No: EB-0006719 RE. N D1:SCAIPnON DAZE flLV. No DESCRIPTION I DATE WALTER A. TILUr Jr., P.E. 1 Din De-23e 1:/as/11 s SHEET 14 OF 18 INSTALLATION DETAILS FOR LIFE SAFETY PANEL (t) INTO WOOD STRUCTURES - II II EXISTING II GLASS u II 1" Min. I(--SEPARATOOP 11 TO GLASS. OD HEADER 2UIRED "0 TAPCON HOR @ 9" O.C. L/4" m TAPCON ANCHOR � 9" O.C. STAGGERED W/ STUD 2"x4" WOOD PLATE REQUIRED I WOOD HEADER REQUIRED 1/4"0 TAPCON ANCHOR ® 9" O.C. 1/2 1 /4„ MAX. M 2 1 I I in. I I I I I I I I I 1 I I I I 1 1 /4"0-200 " II S.S. BOLTS Y!/@ AT EA. OVERLAP EXISTING if I I GLASS II II I I "L" Max. II I I I PANEL LENGTH II I I (SEE ELEVATION II ON SHEET 12) II II 1" Min. I I I 1 II --SEPARATION 1 I I II TO GLASS. I I I I I I I I I I I 0 12 1/2" I I O.C. �4" 0 TAPCON ANCHOR O 9" O.C. STAGGERED W/ STUD 2"x4" WOOD PLATE REQUIRED ALTERNATIVE R-1 AW ALTERNATIVE R-1 BW C REGULAR PANELS @ LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8=1" NOTES: 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN WIND LOADS (p.s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. "L" MAX. PANEL LENGTH (SEE ELEVATION ON SHEET 12) I - WOOD HEADER REQUIRED 1/4"0 TAPCON ANCHOR G 9" O.C. 2 1/4„ AdAX 2'* I I I din. II I I I I I I I I I 1 II EXISTING- n GLASS II II I I I I 1 I 1 /4"0-20x 1 " S.S. BOLTS W/o AT EA OVERLAP (USE FOR PANEL LENGTH OVER 7'-6") I I I I I II II "L" Max. I I II I I I PANEL LENGTH (SEE ELEVATION II ON SHEET 12) II 1 " Min. I I I I I I I♦�SEPARATI II ro GLASS. II I I I 1 3 II I I I L/2 -� EQ. / 1/2" \ 1/4"0-20.3/4" S.S. HEX HEAD M.S. BOLTS W/o @ 12 1/2" D.C. I 1 2"x4" WOOD PLATE REQUIRED 1 4"m TAPCON 2"x4" WO ANCHOR @ 9" O.C. PLATE REQUIRED ALTERNATIVE R-2AW @ REGULAR PANELS WOOD HEADER REQUIRED 1/4"0 TAPCON ANCHOR ® 9" O.C. 1/4„ MAX. 2" I I I Min. I I I --• � I I I I I I I I L-444-_p 1/4"0-20.1" .OLTS W�AA. OVERLAP EXISTING�l GLASS II I I I "L" MAX. 1�JI 6:: PANEL LENGTH II (SEE ELEVATION II I I j J ON SHEET 12) II I II I � II I I I 1 II 1 " Min. I I I II ---SEPARATION II TO GLASS. I I 3 6" II I I I II I I I I I i I I \ ! 1/2" S.S. HEY. HEAD M.S. I 1 1 1 BOLTS W/ ` j 1111 O 12 1/2" O.C. j 1 .�4"m TAPCON ANCHOR @ 9" O.C. Lj ALTERNATIVE R-2BW ® LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8=1" '��/////////i���' A• il11''�`� t` FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone •N �� '�\C S �":. 02011 ncTECO, INC. 24 GAGE GALVANIZED STEEL STORM PANEL LA./M.C.V. R.E./A.G. . DRAWN BY: .Q�r No. _44-14J..:_.~ 12/05/11 GLOBAL PROTECTION PRODUCTS, LLC. DATE: ____..:_:-• ,p�,, 1 E C V 1 1 -21 4 �/�J�. y_ > STM OF;" ' �.�• 1 INC. 4800 S.W. 51 STREET DAME, FL. 33314 PHONE: (954)689-7545, FAX: (954)689-8797 TILLIT TESTING & ENCINEER/NG COMPANY J05. WROIN14 CRRO£NS. R. 33166 /� ;� O 6355 N.W. 361h. S1., Ste. Phone : (305) 871-15J0 . For : (J05) 871-15Ji DRAWING No: RCV. No OESCR�TIOX GATE XEV. No OCSCFIPTIOX OAiE o ��•S•1•At STCA DRT-E ��- �nAlAl f- At' E8-0006719 WA7L�A�A.1,,ff Jr..,9 P.E. olu 0e-2]! Ts/os/11 3 - - SHEET 15 OF 18 " - - 4 - - INSTALLATION DETAILS FOR LIFE SAFETY PANEL 1 INTO WOOD STRUCTURES \j \Vj /I WOOD HEADER REQUIRED 1/4"o TAPCON ANCHOR @ 9" O.C. 1/2 1/4" MAX. TMin. n EXISTIKJ I 1/4'o-20xl" GLASS II I S.S. BOLTS W� AT EA OVERLAP PANEL LENGTH OVER 7'-6'1 II 1" MAX. PANEL LENGTH (SEE ELEVATION ON SHEET 12) II 1 Min. ir--SEPARATION— II TO GLASS. II U I I I L/2 1 0 12 1/2" D.C. 2"x4 .. WOOD PLATE REQUIRED 1/4"0 PANELMATE PLUS ANCHOR @ 12 1/2" O.C. ALTERNATIVE R-3AW @ REGULAR PANELS WALL MOUNTINGS SCALE 3/8= 1 " NOTES: 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN WIND LOADS (p.s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC DENSITY OF 0.55 OR EQUAL. WOOD HEADER 1 . ..... REQUIRED 1/4-0 TAPCON ANCHOR @ 9" O.C. 1/2" 11/4" 2 72 Min. MAX. , I n LJ ni.Lij EXISTING GLASS I 4 1 -0- /0-20xl" SBOLTS S.S.W�o AT EA. OVERLAP 6 II I Min. SEPARATION- 0 LASS. UI I I 6" N 12 11r O.0 Q. 2"x4" WOOD I *- PLATE REQUIRED 1/4"0 PANELMATE PLUS ANCHOR @ 12 1/2" O.C. ALTERNATIVE R-3BW @ LIFE SAFETY PANEL 1" MAX. PANEL LENGTH (SEE ELEVATION ON SHEET 12) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02011 TILTECO. INC. 24 GAGE GALVANIZED STEEL STORM PANEL No. 44167 1 DRAWN BY., ON PRODUCTS, LLC. GLOBAL PROTECTIONC� 12/05/11 DATE: ".s! 4800 S.W. 51 STREET DAVIE. FL. 33314 PHONE: (954)689-7545. FAX: (954)659-8797 11-214O rILLIT TESTING & ENGINEERING COMPANY 055 N.W. J6fh. St.. Ste. J05. WRGINIA a4RDENS. A J3166 .r.• Ph— : (JO5) 871-15JO . For (JO5) 671 ?5JI EB-0006719 WALTER A. 77LLIr if., P.E. DRAWING No: REV. ft DESCRIFnem I GATE I REV. S. DESUMOH I DATE Gt4qO� 'E AL I OLD 03-238 112/05/111 3 1 - FLORIDA Lic. 49 44167 1 SHEET 16 OF 18 2 1 1 - 1 4 1 #14X1" @ F, H OF 7 MY 0 o I o01- - - •-- - '-I- - BOLTED PANELS W/ 1/40-20: 15 S.S. BOLTS W/O EA. OVEF (SEE SECTIONS AS APPLICABLE V I I I I I I IJJ_L J_J—LLJJILLJJ—L J1LLJ1 L-iJ_LLLJJ—LLJJ_-LJ—I—LJ_J-1— O O O o O O O O SEE NOTE 4 3" Max. I 3" I�fox. 1" Min. NOTE 3 �JW/ SEE1 O NOTE 3 i Min. ANCHORS (SEE SECTION EZ1 & ALTERNATIVE EZ1W ON SHEET 18) 6'-0" MAX. PANEL LENGTH +/- 40.0 p.s.f. , LAP i 50% OF "L" EZ1/18, `0"EZ 1 W118 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 0) SYSTEM (t) cr'AI C. Z /Z•7"-1" ax. GAP j J1_ V I It!I'1 M P1 SCALE: 3/32"=1 " 'k LAST PANEL(]) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES : (1). DEFINITION OF SERIES 2000: E—Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + Cont. TRACKS TOP & BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR 9Q SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1 /4"0-20x3/4" M.S. W/ 7/8" OX3/32" WING NUT OR 1/4"00/4" Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR BASIC WIND SPEEDS UP TO 175 m.p.h. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02011 TILTECO,.INC. 1 24 GAGE GALVANIZED STEEL STORM PANEL /11 LFEC ® GLOBAL PROTECTION PRODUCTS, LLC 4800 S.W. 51 STREET TILLIT TESTING & ENGINEERING COMPANY DAVIE, FL. 33314 5J55 N.W. J61h. S1., Ste. 305, VIRGIN14 WOENS R. JJ166 PHONE: (954)689-7545, FAX: (954)689-8797 Phone : (305) 871-1SJO . For : (305) 871-1531 £B-0006719 acv x. oacaivnox oAnt acv, No oucaenax own WADER A TILLIT Jr., P.E. 1 o1n as-xsa iz/os/n s - - F1 rl(J/nd I :n 61 Ed ta7 Ie1 4 - DRAWN BY: 12/05/11 DATE: 11-214 DRAWING No: SHEET 17 OF 18 5 INSTALI;--ION DETAILS FOR SERIES 2000 E-Z HANG STORM INTO PILWEED CONCRETE, CONCRETE BLOCK AND WOOD STRUCK,- ;ES 1/4"0 TAPCON _ ANCHOR O 12" O.C. 1/4"0-20xi" 11 — S.S. BOLTS W'@ II AT FA OVERLAP II II 1" Min. II--SEPARATIOI, EXISTING II TO GLASS. GLASS II II 1/4"0— S � S.S. BOLTS W/@ II AT E0. OVERLAP II IOI�� II � II 1" Min. 11--SEPARATIOP 11 TO GLASS. 11 11 1 /4"0 TAPCON ANCHOR @ 12" O.C. WALL MOUNTING SECTION EZ1 SCALE 3/8=1" NOTES: 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN WIND LOADS +/— 40.0 p.s.f. AND 6'-0" MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. I,, 1 9 #14x1" HEX HEAD TEK � SCREW 3 4' FROM EDGE OF /2" I I 1/2„ I I I I I 3/16"0 I I ALUMINi I I 1 RIVET I I I POP 6'-0" MAX. PANEL LENGTH 'k J 50% 1/4"0-20x2" OF 1" THUMBSCREW I 1/2" MAX. /J EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. * MIN. PANEL LENGTH SHALL BE 2'-6" WOOD HE REQUIRED 2" Min. 1/4"0-200" . S.S. BOLTS W,@ II ® 6 1/4" O.C. AT (2) PER PANEL II II 1" Min. EXISTING 11 SEPARATION GLASS II TO GLASS. II II 1/4"0-20x1" S.S. BOLTS W1@ II AT EA OVERLAP II II II 1" Min. SEPARATION TOTO GLASS. II II II A. TIQ W WI No. 44167 —10.FC 0 RIP WALL MOUNTING ALTERNATIVE EZ1 W SCALE 3/8=1" 1 4"0 TAPCON ANCHOR @ 12" O.C. 1' 11 #14x1" HEX HEAD TEK SCREW @ W4" FROM EDGE OF U 1/2" , I I T 1 /2„ I 11 I I I 3/16"0 I I ALUMINUM POP I 1 RIVET 6'-0" MAX. PANEL LENGTH I I I 1 1/4"0-20x2" THUMBSCREW 50 OF % I I I I I I I I I I I 1/2' MAx. 1 4"0 TAPCON ANCHOR 0 12" O.C. 2"x4" WOOD PLATE REQUIRED FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1 02011 TILTECO, INC. R.E./A.G. 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY: 12/05/11 GLOBAL PROTECTION PRODUCTS, LLC. DATE: IE C O 4800 S.W. 51 STREET TILLIT TESTING & ENGINEERING COMPANY DAVIE, FL. 33314 1 1-214 5355 N.W. 361h. S1.. Ste. 305, WROIN14 GARDENS, n. J3166 PHONE: (954)689-7545, FAX: (954)689-8797 Phone : (305) B71-1530 . For (305) 871-1531 DRAWING No: EB-0006719 RLY. No DESCRIPTION DATE REV. Na OESCR PITON DATE HALTER A. TILUT Jr., P.E. r OLD oe-23R 1:/os/iI - SHEET 18 OF 18 nnalne 16, A, Ee1r77 — — A — —