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HomeMy WebLinkAboutBLDG PERMIT #6601 (Hurricane Shutters common area)-7t6' City of Cape Canaveral, Florida BUILDING PERMIT 46601 PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 Permit #:6601 Issued: 7/10/20C Permit Type: HURRICANE SHUTTERS Class of Work: 434- Add./Alt. & Reroofs Res. Proposed Use: Condominiums (R-2) (3 or More) Sq. Feet: 60,846 Est. Value: Cost: 950.00 Total Fees: 45. Amount Paid: Date Paid: Name: BEST SHUTTERS Addr: 1674 MAIN STREET, N.E. PALM BAY, FL 32905 Phone: 321)724-2820 Lic: SS 6 Work Desc: HURRICANE SHUTTER P Address: 8934 PUERTO DEL RIO DR BLDG #8 CAPE CANAVERAL, FL Township: 24 Range: 37 Lot(s): Block: Section: 15 Book: Page: Subdivision: PUERTO DEL RIO Parcel Number: 243715 Name: PUERTO DEL RIO, LLC Address: 750 N ATLANTIC AVE #1209 COCOA BCH FL 32931 Phone: 321-783-1373 ED SPECIFICATIONS APPLICATION ACCEPTED BY:, /L--- PLANS CHECKED BY sW APPl7.OVED BY, c � NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCE�&W#THIN 6 -- MONTHS, OR IF CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF AWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE rv1nvMuP icwn 1vnvni ri iu 1vAv1 M-1 rc ... C1FIED HEREIN OR NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLA T E OR CANCEL THE PROVISIONS OF ANY 0-1 HER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ISSUED BY/DATE Date: RECEIVED CITY OF CAPE CANAVERAL BUILDING PERMIT APPLICATION Tracking # ®�- ®7-:22 Permit # t i (321) 868-1222 City of Cape Canaveral Building Department 75 10 N. Atlantic Ave. Cape Canaveral, FL 32920 You may download this application: iviN-w.mvflorida.com/cape. You may fax to: (321) 868-12.17. All applications must include the backside of this form. Important: Please complete the checklist on the back of this form and provide other documentation as indicated on the checklist. A cope of contract may be required. Application packages will not be accepted ui-Aess complete. APPLICANT WILL BE CALLED WHEN PERMIT IS READY. (Contractor/Owner-Builder is required to sign for the building permit, unless indicated othernise by affidavit. I.D. may be required) Address of Job Site: e13 G Zoning classification: JZ,,23 Flood Zone: Legal description Of, property: T,LN: _ RN(I Z SEC: Z.5 sUBD: raelqj BLs: LOT: — PB: Pci: — Property Owner Name:. - 16) , i.,Phone: q 7.3 Address: Avl j Fee Simple Titleholder's Name (i other than owner): 5y) c Address:' Bonding Company: �fy Address: Mortgage Lender: Address: Type of Penult Brief description of work: Building Electrical Plumbing Mechanical Other J d /. ✓rn Ern C':/ C if t' - , - 11/1.,3 Arclutect/Engineer Name: Address: Type of Name of Company: Const. Occ- FPL lines City Sewer AVM this Primary Contractor Name; Address: Name of Company; --- State License No.: Phone (office): Building Square Feet Type (LA. upancy Group currently available to available to serve structure have built-in # of stories # of dwel- # of bed- # of water Valuation of work Name of Company: (please under 'V'B. (B.RL serve this this gas Name of Company: ling rooms closets Phone (cell/pager.): Fax: indicate as roof etc) etc.) Property?ProPerh? PhoIle (office): Phone (cell/pager.): ;z appliances9 units applicable) Yes/No Yes/No Yes/No ommercial $ SFR $ Townhouse $ Apartment $ - Ond011lLillll Other I $ Arclutect/Engineer Name: Address: Name of Company: State License No.: Phone (office): Phone (cell/pager.): Fax: Primary Contractor Name; Address: Name of Company; --- State License No.: Phone (office): Phone (cell/pager.): Fax: Electrical Contractor Name: Address: Name of Company: State License No.: Phone (office): Phone (ceff/pager.): Fat: Plumbing Contractor Name: Address: Name of Company: State License No.: Phone (office): Phone (cell/pager.): Fax: Mechanical Contractor Name: Address: Name of Company: State License No.: Phone (office): Phone (cell/pager.): Fax: Specialty/QW Contractor Name: Address: lk,7�1 1 . t Name of Company: 1 S" �l _ License No.: PhoIle (office): Phone (cell/pager.): ;z VS5r Fax: 2 �-,2-� � El Building Permit Application Checklist Completed Permit Application Current survey showing all proposed construction and Notarized signature — Owner/Builder Affidavit Sewer Impact Fee receipt' rnnnty Impact Fee receipt Capital Expansion Impact Fee receipt Sidewalk Impact Fee receipt Recorded Warranty Deed / Proof of Ownership -Copy of Recorded Notice of Commencement (over $2,5 Current Cert. Of Liability Ins./Worker's Comp. Policy / Community Appearance Board Approval Planning and Zoning Board Site Plan Approval Coric,t rrency Forms primary Contractor's State License Subcontractor's State License ::: — Plumbing Contractor Electrical Contractor Mechanical Contractor Roofing Contractor Swimming Pool Contractor Gas Contractor 4neci alto/Other Contractor Authorizations: Plumbing Contractor Electrical Contractor Mechanical Contractor Roofing Contractor Swinnm* g pool Contractor Gas Contractor Cr,Pc-iatty/Other Contractor :Construction Drawings: Three sets of sealed construction drawings Truss layout and reaction summary Electrical Load Calculations Electrical Riser Plhtmbints Riser A/C layout Two sets of Energy Calculations Lot Drainage Survey Four sets of Fire Suppression/Sprinkier/Alar_m_ Pool Barrier Requirement Form (signed) Notes Current code edition: FL Bldg. Code 2004 (as revised) Check with Bldg. Dept. for setbacks If owner is acting as contractor May be deferred until C.O. Unless job is remodeling May be deferred until C.O. Maybe deferred until C.O. If sidewalk exists on lot Over $5,000 for Mechanical change out Record will be kept on file after initial submittal For all work visible from Public Right -of -Way For all new construction of four units or more For all new construction not part of approved site plan Record will be kept on file ager initial submittal Record will be kept on file after initial submittal Notify Building Department of contractor changes Per F.B.C. 104 Per F.B.C. 104 Cut sheets and shop drawings will be needed at time of insp. Plans must indicate person responsible for calculations All new service must be located underground Plans must indicate person responsible for design Plans must indicate person responsible for design Plans must indicate person responsible for calculations Requires Fire Dept. approval prior io issuance of permit Pool permits will not be issued without barrier Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has hereby commencedde prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. The Building Code in effect at the time of this application is the Florida Building Code 2007 Edition. 1 understand that all permits require inspections as indicated. This permit application is valid for six months from date of submission. By signing, applicant affirms that all above is true and correct and that he/she is an authorized agent of the Contractor/Owner and has the authority to apply for this permit. Applicant's Name: Applicant's Signature: Date: Site Address: For Notary use only: State of Florida, County of Brevard Sworn and subscribed before me this day of 20 a?, by Printed name of applicant F�ho produced identification: or ls personally known to me. Z Seal: Signature - Notary Public At Large Address: BUILDING PERMIT FEES: Building Permit per square footage: .................... I ........................................ Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): Building Permit based on valuation:.......? .. ,�X, T anal Sq. Ft. (Living Area): 5-D0" ID'DO Total Sq. Ft. (Enclosed Area): Building Permit miscellaneous: ..................................................................... Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): Electrical.......................................................................................................... Plumbing......................................................................................:................:..... Mechanical.............................................................................................. :.. ..... 3uilding Permit Plan Check Fee..................................................................... sire rept. Plan Check Fee ................................................... ......................... zadon Trust Fund: sq. footage -oncurrency Management Fee....................................................................... -apital Expansion Fee........................................................................................ ;EWER PERMIT FEES: Total Building Permit Fees:......S SewerImpact Fee ..................................................... I............................ SewerTap Fee........................................................................................... ynfnl 1-7 re a C 1LI VC.. ............. By: Date: 7 1,91V CONTRACT SHUTTERBEST -�-Y� "Our !Fame 1725 Biltz St. NE I Says If All Palm Bay, FL 32905 (321) 724-2820 4 (321) 951-0345 Fax: (321) 725-9229, Date 1#_ Neme i`hn¢r �7l19L ��Iil 0I.L1 Address + Bldg, car Units,,. 1 City — - State Condo or Dav,elopment _ Other Phone Shuttars and instaifaticK, in accordance with Florida State Building Code. Not responsible for defective concrete. We will inspect for nn"crcte emblems before start end will identify hidden prabiems durininst sociation is to make concrete repairs bafare start or before continuation of the work, g aiiation, The as - Best Shutter Company will satisfy tt� as€ociation`s specifiCation as to what kind and coior is approved. ACCORDION SHUTTERS SHOULD BE SERVICED EVERY SIX (6) MONTHS TO KEEP GUARANTEE IN FORCE. GUARANTEE I COLOR 5 YEARS ON SHUTTERS SLAT 5 YEARS ON LABOR 5 YEARS ON MOTOR TRACK 2 YEARS NO CORROSION FAILURE L 31itrery it�.appeoxi mately to weeks. H00 (BEST SHUTTER COMPANY) White - OffiCe - Yellow - C TOTAL PRICE DEPO ;IT - 5"6 REQUIRED Pink - Engineeribg o M GENERAL MOTES: 1. ROLL -UP SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. THIS ROLL -UP SHUTTER SHALL ME BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI -DADS COUNTY / BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd=0.85, IN ACCORDANCE W/ ASCE 7-05 STANDARD. ROLL -UP SHUTTERS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609. 1.2 OF THE ABOVE MENTIONED CODE AS PER HTL REPORTS # 0187-0406-99, 0187-0422-99, 0187-0407-99, 0187-0408-99, 0187-0423-99, 0187-0413-99, 0187-0414-99 AND FTL REPORTS #3521, j3522, j3523, j3524 AS PER TAS -201, TAS -202 & TAS -203 PROTOCOLS. 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER (UNLESS OTHERWISE NOTED). THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN AN THIS DRAWING WITH STANDARD TOLERANCES IN ACCORDANCE WITH THE 'ALUMINUM STANDARDS AND DATA 2005 EDITION", ALUMINUM ASSOCIATION INCORPORATED, WASHINGTON D. C. J. 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. 4. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 36 ksi MINIMUM YIELD STRENGTH. 5. STORM BARS AT FLOOR AND CEILING MOUNTING INSTALLATIONS MAY BE REMOVABLE AT NON HURRICANE CONDITIONS. HOWEVER, EACH STORM BAR SHALL BEAR A PERMANENT LABEL IN A VISIBLE PLACE WITH A WARNING NOTE INSTRUCTING THE TENANT OR OWNER THAT STORM BARS MUST BE INSTALLED WITH CORRESPONDING HARDWARE DURING PERIODS OF HURRICANE WARNING AND THAT ROLL -UP SHUTTERS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL STORM BAR ARE INSTALLED AS DIRECTED. 6. REMOVABLE STORM BARS SHALL BE STORED IN A CONSPICUOUS PLACE WITH EASY AND IMMEDIATE ACCESS SO THAT THEY CAN BE REACHED AND INSTALLED ANY TIME (HURRICANE CONDITIONS OR NOT) SLATS ARE ROLLED DOWN. THE EFFECT OF THE SLATS ROLLED DOWN WITHOUT STORM BARS IS; THOSE SLATS WILL SLIP OUT OF TRACK DUE TO THE DEFLECTION CAUSED BY WIND FORCES. WHEN REMOVING STORM BARS, ONE STORM BAR SHALL ALWAYS BE LEFT INSTALLED (SHALL NOT BE REMOVED). THIS CONDITION IS ONLY REQUIRED FOR HEADER SPANS EQUAL OR GREATER THAN 12'=0". 7 ANCHORS TO WALL FOR SIDE RAILS & BOX CONNECTION SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE (f'c=332.0psi Min.): -1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY ELCO FASTENING SYSTEMS LLC. ,NOTES: A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT A.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. /B) TO FX/ST/A/G CONCRFTF BLOCK W4Lt -!//4" 0 7APCO/ f ANCHORS, AS MANUFACTURED BY ELCO FASTENING SYSTEMS LLC. NOTES: B. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, INTO THE CONCRETE BL OCK UNIT SHALL BE 1 1/4" 3.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, LAh1/.,„QC _7.L..A._1_l _O_C 'nh­ -An��n� THE r'SIRUCT(/RC BCHI"ID SUCH PtNELL-A., -n-_. d . (C) ANCHORS REQUIRED FOR STORM BARS, HEADERS & MULLION CONNECTIONS TO CONCRETE (fc'=3 ksi) SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 5, 6, 7 & 8 OF 13 RESPECTIVELY. POWER BOLT & CALK -IN ANCHORS TO BE MANUFACTURED BY POWERS FASTENERS, INC., & TAPCON ANCHORS AS MANUFACTURED BY ELCO FASTENING SYSTEMS LLC. (D) ANCHORAGE TO WOOD SHALL BE AS INDICATED ON SHEET 9 OF 13. ANCHORAGE SHALL BE PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. (E) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8. A -150-H & A -200-H SLATS FOAM PLASTIC CORE SHALL CONSIST OF 100/100 PARTS BY WEIGHT OF ELASTOPOR R P12041 R(1.06 SPECIFIC GRAVITY) RESIN t ELASTOPOR R P1001 U (1.22 SPECIFIC GRAVITY) ISOCYANATE. SLATS FOAM PLASTIC CORE SURFACE BURNING CHARACTERISTICS HAVE BEEN VERIFIED IN ACCORDANCE WITH SECTION 2603.3 OF THE FLORIDA BUILDING CODE AS PER CELOTEX CORPORATION TEST REPORT 11520274A & 5202748 RESPECTIVELY. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 10, THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 11. ROLL -UP MECHANISM NOT PART OF THIS APPROVAL, BUT SHALL BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY. 12. ROLL -UP SHUTTER 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 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.E.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 P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY :A FLORIDA REGISTERED ENGINEER OR, ARCHITECT WN,1C.H WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. 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.G. 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 ROLL -UP IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE -FLORIDA BUILDING CODE -WED Cn'v of ?v o. a 're a FOn ,s m FOR P t %!UDE COM J i s. .,..ANCE MV .0cal state v._ GeS 4 , i_* J '.nanc /'z F.B.C. (Non High Velocity Hurricane Zone) @2008 TILTECO, INC. i 1L ECo e.C. e T/LLIT TESTING h ENGINEERING COMPANY 5355 N.W. 36th. St.. Ste. 305, VIROINW 04RDENS, F7. 33166 Phone : (305)871-1530 . Fox : (305)871-1531 EB -0006719 WALTER A. T/LLIT Jr. P.E. A-200 H SLAT ROLL -UP SHUTTER BEST SHUTTER P`i?Y ANY 1674 MAIN STREET NE PALM BAY, FL 32905 PH.:(327)724-2820, FAX:(321)725-9229 DESCRIP770H OLD 07-036 DESCRIPTION F..S.1R.E. DRAWN BY: 05/20/08 DATE 08-166 DRAWING No SHEET 1 OF i3 P/4 X/4 P/4 )� U OR (TYP•) OR Q (TYP. Ea. END) IPX/4 Max. SLAT SPAN (SEE �-- Max. SLAT SPAN SEE SCHEDULE l Max. STORM BAR SPACING VGLE UNIT ELEVATION NO STORM BARS REQUI ED N SEE SHEET'2 & 3 OF 13 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEET 2 & 3 OF 13 FOR COMPONENTS NOMENCLATURE P/4 —MAXIMUM HEADER SPAN (SEE SCHEDULE) /6 / ORO W-3/7 JD>V/6 TYPICAL MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) NOTE: SEE SHEET 2 & 3 OF 13 FOR COMPONENTS NOMENCLATURE. OORO TYPICAL CONSECUTIVE MUL TIPLE UNIT ELEVATION (.STORM BARS REQUIRED) NOTE. SEE SHEET 2 & 3 OF 13 FOR COMPONENTS NOMENCLATURE. 02008 ALTECO, INC. ri ®n / iL ECO, TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, b7RGINL4 GAROENS, ft. 3316E Phan e : (305)871-1530. Fax,' (305)871-1531 EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. f 44167 F.B.C. (Non High Velocity Hurricane Zone) A-200 H SLAT ROLL—UP SHUTTER ! F.S./R.E. DRAWN B�Y: V-11VOR REST SHUTTER 8n.-OMPANI01 1674 MAIN STREET NE DATE: PALM BAY, FL 32905 PH.:(321)724-2820, FAX.•(321)725-9229 08-166 M,, No MWR,PMN DAN REV. No DEWRIPWN WE DRAWING No 1 OLD 07-036 5/26/ 3 SHEET 1A OF 13 2 s .244 019" h FOAM PLASTIC C E (SEE GENERAL N TE 8 ON SHEET 1 OF 3) © TYPE 1 SLAT." A -200-H SLAT 55mm (t = .019'1 HIGH ENSITY FOAM PLASTIC CORE ET METAL ALUMINUM SLAT 3k5 -H48 ALUMINUM ALL ALE.1/2" _ N .250" f---2.000" i 50" TYP') O TYPE I STORM BAR. 4" HEAVY EXTRUDED STORM BAR 6063-T6 ALUMINUM ALLOY SCALE: 1/2" = 1 " NO TYPE 1 SLAT SHALL 8E INSTALLED W/SIDE LOCKS AT EVERY OTHER SLAT. I-4.000"� i -4, 000 "� 250" (TYP•) I� TYPE I HEADER: 4 " HEAVY EXTRUDED HEADER 6063-T6 ALUMINUM ALLOY SCALE.' 1/2" = 1 " 4.000" /-1 TYPE I MULLION 5" EXTRUDED MULLION 6063-T5 ALUMINUM ALLOY SCALE. • 1/2" = 1 " 7 1, I 0 0 0 I— .125" (TYP-) n TYPE 2 HEADER: 4" EXTRUDED HEADER 6063-T6 ALUMINUM ALLOY SCALE: 7/2" = 1 " J.000" II `M TYPE 2 MULLION° 4" EXTRUDED MULLION 6063-T5 ALUMINUM ALLOY SCALE: 1/2" = 1 " 2.000"—I (F) TYPE 2 STORM BAR. 4" EXTRUDED STORM BARS 6063-T6 ALUMINUM ALLOY SCALE. • 1/2" = I" 4.000" 00 125" L (TYP•) OK TYPE 3 HEADER: 1'x4" EXTRUDED HEADER 6063-T5 ALUMINUM ALLOY SCALE.- 1/2" = 1 " n (N) TYPE 3 MULLION 3" EXTRUDED MULLION 6063-T6 ALUMINUM ALLOY SCALE: 112"= I- © TYPE 3 STORM BAR: 3" EXTRUDED STORM BARS 6063-T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 3.000" o [—.974--11.899' o w N .062" N h � ® TYPE I SIDE RAIL RLL -25 SIDE RAIL 6063-T5 Alum. ALLOY SCALE: 1/2" = 1 " 3.000"� (Y) BUILD -OUT TUBES `—J -- -- -- ---- z"..w" rvrn, to rn r„nr 6063-T5 ALUkWUM ALLOY SGA LE.• 1/2" = 1 " C HO TYPE 4 STORM BAR: RLL -15 + RLL -16 EXTRUDED STORM BAR 6063-T5 ALUMINUM ALLOY SCALE. • 1/2" = 1" SCALE: 1/2" = 1" 4.043" 2.574" 7.469" 1.469" 1.1 05" 070"1 1 .062'-1 1- 2574" TYPE 3 SIDE RAIL RLL -7 SIDE RAIL 6063-T5 Alum. ALLOY SCALE: 1/2" = 1 " F.B.C. (Non Hich Velocity Hurricane Zone; 180" p .484 " �— 0 RLL -6 EXTRUDED ALUMINUM 6063—T5 ALUMINUM ALLOY 74 DETAIL RV 90 HOUSING ii 1 I L9�'Fs I' I Ii 14 �i I I STUB DET (N. T. S.) SIDE CAPS: BK 90, BK 45 & BK 451S RV 45 & RV 45/S / COMPONENTS FOR GEAR OPERATED SYSTEM 1�— GEAR HOUSINGS / 2O— UNIVERSAL & CRANK 30— CRANK HOLDER (OPTIONAL) ®— GEAR INSERT(GEAR TO AXLE CONNECTOR) �— IDLER INSERT ©— BALL BEARING 7� — OCTAGONAL AXLE 9� — SIDE/END CAP O — HOUSING(FRONT & BOTTOM), 0.040" THICK (1 — SIDE RAIL / \ 45• CHAMFER - PLUG -BOTTOMS AS APPLICABLE - ALUMINUM SLATS / ® - BASE SLAT v Q - PLASTIC STOPS(OPTIONAL) ® - SIDE LOCKS(OPTIONAL) D — STAPLES (OPTIONAL) 1 — SPRINGLOCK HANGER J�9 — SAFETY PLATES 19 ADDITIONAL COMPONENTS FOR ' MOTORIZED .OPERATED SYSTEM YJ ® — TUBULAR MOTOR — MOTOR BRACKET SWITCH — 3/16" ALUMINUM POP RIVETS(6 REO'D EA. SIDE CAP) : 2 Q TOP, 2 Q REAR, 2Q BOTTOM 02008 TILTECO, INC. isss®u o�� / tL Eco imc. \ TILUT TESTING & ENGINEERING COMPANY 45' CHAMFER AS APPLICABLE SIDE CAP HEIGHT SCHEDULE TYPE 90' 45° 1 4.0" NIA 2 5.0" NIA NIA 4 6.0" 6.0" 5 6.5" 6.5" 6 7.0" 7.0" 7 8.0" 8.0" 9.0"9.0" L1,90E 10.0" 10.0" NIA 12.0" NIA = NOT APPLICABLE F.B.C. (Non High Velocity Hurricane Zone) A-200 H SLAT ROLL—UP SHUTTER F.S./R.E. EES 3H` / TLE"' LOMPAitl � 1674 MAIN STREET NE PALM BAY, FL 32905 PN • 321 724-2820, FAX.•(321)725-9229 ® COMPONENTS A A EI Yf L ETAI L 6355 N.W. 36th. St., Ste. 305, t�R, : CriRDENS. R. 33166 "( > BOX Phone (305)871B-00 . Fax : {305)871-9531 EB -0006719 R� No oesc�lPrroa WALTER A TILLIT Jr P E OLD 07-036 FLORIDA tic. # 44167 4 DFSMPT10N DRAWN BY: 05/20/08 DATE: 08-166 aa9e DRAWING No SHEET 3 OF 113 POURED CONCRETE OR CONCRETE BLOCK REQUIRED TANCHORS E. 0. C (SEE (SEE SCHEDULE (SEE SHEET 13 OF 13) TAPCON ANCHORS ON SHEET 13 OF 13 (SEE SCHEDULE — ////// ON SHEET 13 OF 13) o o� POURED CONCRETE OR w 2 CONCRETE BLOCK n X1 > REQUIRED may., SECTION P - P (1) : WALL MOUNT POURED CONCRETE REQUIRED I' x 2" x 1/8" Cont. Alum. ANGLE / ANCHORS ® 122"' 0. O. C. I \ � I TAPCON ANCHORS (SEE SCHEDULE ON SHEET 13 OF 13) POURED CQNCRE T CONCRETE BLOCK REQUIRED SEE SHEET 9 OF 13 FOR Min. SEPARATION TO GLASS o® OR O x .062" AA CLE ANCHORS ® 12" 0. C. SEC TIONX-X (1) 2" x 2" x .125" Cont. ALUMINUM ANGLE #14" x 314" S. M. S. ®6"0. C. X21> SECTION P - P (2) : SIDE WALL MOUNT SCALE: 1/2" = 1 - POURED " TAPCON ANCHORS (SEE SCHEDULE ON SHEET 13 OF 13) #14 x 3/4" S. M. ® 6" 0. C. Cont. 2" x 1, 2" x 2, 2" x 3" POURED CONCRETE I" x 2" x 1/8" Cont, Alum. ANGLE OR 2" x 4" x .125" ALUMINUM REQUIRED W/TAPCONS ANCHORS ®6' 0. C. TUBE ALUMINUM ANGLE TO MULLION W1 3 #14 x 314" S. Al. S. j EA. LEG. XI EXISTING GLASS 0 0 POURED CONCRETE— REQUIRED SECTION X X (2) N. T. S. TAPCON .ANCHORS (SEE SCHEDULE ON SHEET 13 OF 13) 2" x 2" x .125" Cont. ALUMINUM ANGLE {J)ORI(,J 1 O OR .250' Max. POURED CONCRETE OR CONCRETE BLOCK REQUIRED E. D. -(SEE SHEET 13 OF 13 Q X31 SECTION I I" x 2" x 116" Cont. ANuI W/ IF 14 x 3/4 " S. M. S. POURED CONCRETE If " ` \ OR CONCRETE BLOCK / \ I REQUIRED 000 ( (, TAPCON ANCHORS (SEE SCHEDULE ON SHEET 13 OF 13) ,_o OR 114" 314" S. M. S. ® 6"0. C.— .250" Max. W-1 WQ-Q: MULL %, SCALE: 112" = I" OR O SECTION R - R: MULLION MOUNT SCALE.- 1/2" = 1" L—I-x 2" OR I"x 3' OR 2"x J" OR 2",, 4" x .062" Cont. ALUMINUM ANGLE POURED CONCRETE E TAPCON ANCHORS OR CONCRETE BLOCK ® 12" 0. C. REQUIRED 02008 TILTECO, INC. SECTION X- X Z 11LIECOINC.\ N. T S. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, ORGINIA GARDENS Fl. 33166 Phone : (305)871-1530. Fax: (305)871-1531 EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lia. f 44167 F.B.C. (Non High Velocity Hurricane Zone) A-200 H SLAT ROLL -UP SHUTTER F.S./R.E. DRAWN BY: _AC CT SC14UT MD, aal pAAIY 05120108 E 1574 MAIN STREET NE DATE. PALM BAY, FL 32905 PH.:(321)724-2820, FAX:(321)725-9229 08-166 REV. No DESCRIPTION I DATE I REV. No DESCRIPTION DATE DRAWING NO p OLD 07-036 5/20/08 3 2 ® SHEET 4 OF 13j POURED CONCRETE REQUIRED WINDOW GLASS 2.000"� I I I I I 0" N.T.S.- I I I I SHEET I (OF 13 Min. SEPARATION--+ TO GLASS. I S2 I t X000 I" x 2" x .125" Cont. Alum. ANGLE W/TAPCON ANCHORS 0 12" 0. C. O ORO ODORS 2" x 5" x .250" (FOR TYPE 1 & 2 1 0 O STORM BARS) OR 1" x 4" x .250" (A TYPE 3 do 4 STORM BARS) Alum. ANG EA. SIDE x 6' HIGH Wf (2) 3/8' 0 POWER BOLTS ANCHORS W/1 1/2" Mh EMBEDMENT INTO POURED CONCRETE I CONCRETE BLOCK WALL FOR DESIGN LOADS UP TO 130 psf AND (2) 3/8"0 POWER BOLTS ANCHORS W/ 2 1/2" EMBEDMENT /NTD POURED CnNCPFTE y (RE01D.) FOR GREATER LOADS & Wf �11i �,� F ,O „SRM S,R. �o 0 WALL MOUNTING: SECTION V - V(1) SCALE: 1/4" POURED C REQUIRED I" x 2" x .125 " Cont. Alum. ANGLE W/TAPCON ANCHORS ® 6" 0. C. C FII /NO R FL OaR 440 N AIG ° SECTION V - V (2) SCALE : 1/4" = 1" D`G ORS {IBJ FOR INSTAL ;7NS !NTUSEI ,K , S. M. S. EA. S/0E FOR DESIGN LOADS UP TO 80.0 psf& (3)#14x 3/4" S. M. S EA. SIDE FOR GREATER DESIGN LOADS. — FOR INSTALLATION INTO CONCRETE, USE (2) 1/4" 0 x 7/8" CALK–IN ANCHORS EA. SIDE FOR DESIGN LOADS UPT080psf &(2)3/8"0x 1 1/4" CALK–INS EA. SIDE FOR GREATER DESIGN LOADS. „ L F2, )R J14 'ST0R 3 TKT4 NS. SINEUOHEE4ADERS SIDE FOR DESIGN LOADS UP TO 80.0 psf& (3)#14x 3/4" S. M. S. EA, SIDE FOR GREATER DESIGN LOADS. 1–.750"–I– 750"–I 1/2" x 1 1/2" x .125" x rFOR INSTALLATION INTO CONCRETE, 0 POURED CONCRETE USE (2) 1/4" 0 TAPCON ANCHORS OR CONCRETE BLOCK 05/r'0/OS REQUIRED L I" x 2" x .125" Cont. Alum. ANGLE W/TAPCON ANCHORS 0 12" 0. C. O ORO ODORS 2" x 5" x .250" (FOR TYPE 1 & 2 1 0 O STORM BARS) OR 1" x 4" x .250" (A TYPE 3 do 4 STORM BARS) Alum. ANG EA. SIDE x 6' HIGH Wf (2) 3/8' 0 POWER BOLTS ANCHORS W/1 1/2" Mh EMBEDMENT INTO POURED CONCRETE I CONCRETE BLOCK WALL FOR DESIGN LOADS UP TO 130 psf AND (2) 3/8"0 POWER BOLTS ANCHORS W/ 2 1/2" EMBEDMENT /NTD POURED CnNCPFTE y (RE01D.) FOR GREATER LOADS & Wf �11i �,� F ,O „SRM S,R. �o 0 WALL MOUNTING: SECTION V - V(1) SCALE: 1/4" POURED C REQUIRED I" x 2" x .125 " Cont. Alum. ANGLE W/TAPCON ANCHORS ® 6" 0. C. C FII /NO R FL OaR 440 N AIG ° SECTION V - V (2) SCALE : 1/4" = 1" D`G ORS {IBJ FOR INSTAL ;7NS !NTUSEI ,K , S. M. S. EA. S/0E FOR DESIGN LOADS UP TO 80.0 psf& (3)#14x 3/4" S. M. S EA. SIDE FOR GREATER DESIGN LOADS. — FOR INSTALLATION INTO CONCRETE, USE (2) 1/4" 0 x 7/8" CALK–IN ANCHORS EA. SIDE FOR DESIGN LOADS UPT080psf &(2)3/8"0x 1 1/4" CALK–INS EA. SIDE FOR GREATER DESIGN LOADS. „ L F2, )R J14 'ST0R 3 TKT4 NS. SINEUOHEE4ADERS SIDE FOR DESIGN LOADS UP TO 80.0 psf& (3)#14x 3/4" S. M. S. EA, SIDE FOR GREATER DESIGN LOADS. 1–.750"–I– 750"–I 1/2" x 1 1/2" x .125" x rFOR INSTALLATION INTO CONCRETE, r750" S .750" STORM BAR INTERIOR DEPT Alum. ANGLE EA. SIDE USE (2) 1/4" 0 TAPCON ANCHORS 1 05/r'0/OS EA. SIDE FOR DESIGN LOADS UP L 1674 MAIN STREET NE BATE PALM BAY, FL 32905 TO 80.0 psf & (2) 3/8" 0 W/ 2'hfin. PH.:(321)724-2820, FAX.•(321)725-9229 REV. No DiSORtPifON OATS REV. Na OESCR/PT10N OATS j DRAW%N(' NO EMBEDMENT POWER BOLTS EACH SHEET 5 OF 13 2 I I4 SIDE FOR GREATER DESIGN LOADS. OE 0 O�ORS h (2) # 14 x 3/4" S. M. S FOR DESIGN LOAD UP TO 80.0 p.s.f. l— —f & (3) # 14 X 3/4" S. M. S. FOR DESIGN LOAD GREATER THAN 80.0 p.s.f EACH SIDE. h SECTION S - S h FOR FIXED STORM BARS 3 h � SCALE : 1/2" = 1" ak MACHINE SCREW FULLY EMBEDDED INTO ANCHOR �K 1/4" 0-20 OR 3/8" 0-16 MACHINE SCREWS USED JOINTLY W/ 1/4" 0 x 7/8" OR 3/8" 0 x 1 1/4" CALK -IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE DET A). 1 L E O©ORS 1 1/2" x 1 1/2" x .125" x 7/8" 0 x 3/32" WING NUT STORM BAR INTERIOR DEPTH FOR DESIGN LOADS UP TO Alum. ANGLE EA. SIDE 80 psf AND W/ (4) 3/8" 0-16 x 3/4" S.SM.S. ON TAPPED STORM BAR FOR GREATER LOADS. SECTION S - S (FOR REMOVABLE STORM BARS) SCALE: 1/2' = I" O (DOOR H 1 1/2"x 1 1/2"x.125"x 0'-4 1/2" ALUMINUM ANGLE W/ (2) 3/8" 0 POWER BOLTS W/ 2" Min. EMBEDMENT EACH SIDE. 1't x.750' --r.750"1 I / FOR TAPCON ANCHORS FOR POWERS BOLTS & CALK -INS 4NCHOR-1 DETAIL A SCALE : 1/2" = 1' 2" x 5" x .250" (FOR TYPE 1 & 2 STORM BARS) OR 2" x 4" x .250" (FOR TYPE 3 & 4 STORM BARS) Alum. ANGLE EA. SIDE x 6' HIGH W/ (2) 3/8' 0 POWER BOLTS ANCHORS W/1 1/2' MIN. _ EMBEDMENT INTO POURED CONCRETE OR CONCRETE BLOCK WALL FOR DESIGN LOADS UP TO 130 psf AND (2) J1810 POWER BOLTS ANCHORS Wy 2" MIN. EMBEDMENT INTO POURED CONCR WALL {REO'D.) FOR GREATER LOADS EDGE OF WALL V L' J LJ OR t / o o g o (4) # 14 x 1 ' S. M. S. i�j EACH SIDE (Typ.). 1— A c N SECTION S1 - S1 SCALE: 1/2" = 1 " EDGE OF (2) # 14 x 3/4" S. M. S. EA. WALL o SIDE FOR UP TO 80.0 psf & h (3) # 14 x 314" S.M.S. EA. SIDE FOR GREATER DESIGN LOADS. SEC e ION Sl - SZ SCALE : 1/2" = 1" 02008 T/LTECO, INC. eIILIECONc. TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS; F1. ,33V66 Phons : (305)871-1530. Fox, (305)871-1531 EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. 4144167 F.B.C. (Non High Velocity Hurricone Zone) A®200 H SLAT ROLL—UP SHUTTER F.S./R. E. I WN DRABY: BM'e r CPTTLER 05/r'0/OS COMPANY —JI -- 76.P ! 1674 MAIN STREET NE BATE PALM BAY, FL 32905 PH.:(321)724-2820, FAX.•(321)725-9229 REV. No DiSORtPifON OATS REV. Na OESCR/PT10N OATS j DRAW%N(' NO 1 OLD 07-036 05/201, 3 SHEET 5 OF 13 2 I I4 3" x 3" (Max.) x125" Cont. Alum. TUBE W/ 2" x 2" x .125" x 0'-3" (Max.) ALUMINUM ANGLE TO BUILD -OUT TUBE W/ 3 J14 x 3/4" S.M.S. EA. LEG & CONCRETE ANCHORS ® 12" 0. C. / FULL LENGTH TO POURED CONCRETE POURED CONCRETE REQUIRED / i DOOR OR WINDOW GLASS BUILD -OUT TUBE (BEYOND) POURED CONCRETE OR CONCRETE BLOCK REQUIRED I" x 2" x .125" Cont. Alum. ANGLE W/ 3" x 4 (Min.) x .125" Cont. Alum. TUI ,14 x 3/4" S.M.S. 0 12" O. C. TO TUBE W/ 2" x 2" x .125" x 0'-4" (Min.) ALUMINUM ANGLE TO BUILD -OUT TUBE w/ 3 f14 x 3/4" S.M.S. EA. LEG & CONCRETE ANCHORS ® 12" 0. C. FULL LENGTH TO POURED CONCRETE POURED CONCRETE REQUIRED 000z) rLUZ I I QOR@ I 11 SHEET I OF 13 Min. SEPARATION TO GLASS, S3 S3 000 DOOR OROWINDOW GLASS Ire] BUILD -OUT TUBE ORS (BEYONDt O aL 2" x 7" Max. x .250" Cont. ALUMINUM ANGLE W/ 114-0 TAPCON ANCHORS 12" O. C. W/ CONCENTRATION OF 4- 3180 POWER BOLTS W/ 2" Min. EMBEDMENT ®4" 0. C. AT STORM BAR LOCATION (SEE ELEVATION .X). 0 0 0 POURED CONCRETE OR CONCRETE BLOCK er R£QUIPEC EDP n TO 130 psf LOAD AND POURED CONCRETE REQD. FOR GREATER LOADS. T\- 2" x 3" (Min.) x .250" Cont. ALUMINUM ANGLE W/ CONCENTRATION h x ^ OF 4 /% 14 x 1 1/2" S. M. S. ® 1 1/2" 0. C. AT STORM BAR LOCATION, REST ® 12" 0. C. 4" x 6" Mux. x .250" Cont. ALUMINUM TUBE W/ 1/40 TAPCON ANCHORS ® 12" 0. C, W/ CONCENTRA77ON OF 4•-3/80 POWER BOLTS W/ 2" Min. EMBEDMENT ® 4' 0. C. AT STORM BAR LOCATION (SEE ELEVATION X). CASE / CASE fI STORM BAR CONNECTIONAT BUILD -OUT INSTALLATION : SECTIONS V - V (3) SCALE : 1/4" = 1" ©2008 TILTECO, INC. TiLLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, F. 33161 Phone : (305)871-1530 . Fox : (305)871-1531 EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 F.B.C. (Mon High Velocify Hurricane Zone, A-200 H SLAT ROLL -UP SHUTTER FS./R. E. DRAWN BY., IREST SHUTTER ClZli�l,AAbJY 05/2,0/08 DATE., 1674 MAIN STREET NE PALM BAY, FL 32.905 PH.:(321)724-2820, FAX:(321)725-9229 08-166 :Y. No OESCRI I DATE REV. Ho 1 DESCRIPTIDHt DATE DRAWING No 1 OLD 07-036 1051201081 3 SHEET 6 OF 1; 2 1 1 1 4 I" x 2" x .125" Cont. Alum. ANGLE W/ i 1 1/2" x 1 1/2" x 114 x 3/4" S.M.S. ® 12" 0. C. TO TUBE .125" x STORM BAR 1,750"T75o" DEPTH Alum. ANGLE EA. SIDE FOR INSTALLAONS, jNTO�UBE & HEADERS I JJ OR K USE , (2) #14 x 3 4" S. M. S. EA. --� \ SIDE FOR DESIGN LOADS UP TO O 80.0 psf&(3)1114x3/4" S. M. S. EA. SIDE FOR GREATER DESIGN LOADS. 0 4 / (2) # 14 x 3/4" S. M. S. FOR I DESIGN LOAD UP TO 80.0 p.s.f. I & (3) # 14 X 3/4" S. M. S. FOR DESIGN LOAD GREATER THAN I 80.0 p.s. f. EACH SIDE. OR Q I O O O SECTION S3 - S3 " Min. SCALE : 1/2" = 1" IS3 E O S.3 I E O O OR O I I SEE SHEET s OF 13 rOR Min. SEPARATION I I 1 1/2" x 1 1/2" x. 125 x 2" x 7" Max. x .250" Cont. I STORM BAR DEPTH Alum. ANGLE TO GLAss.I ALUMINUM ANGLE (CASE I) W/ (2) /1 14 x 3/4" S. M. S. EA. SIDE E4. LEG FOR DESIGN LOADS 1 ( 4-3/8'ID POWER BOLTS UP TO 80.0 psf & (3) 1114 x D ORO W/ 2" Min. EMBEDMENT 3/4" S. M. S. EA. SIDE EA. LEG 0 4" O.C. AT STORM FOR GREATER DESIGN LOADS. BAR LOCATION. 0 P 0 O I o C " Min. I ( -L _ 7 -1 17 nnn" f7.000" 4.000" 4.000"+4.000" 12.000" 12.000" - 4" x 6'x .250" Cont. I I I ALUMINUM TUBE (CASE 11 ONLY) ELEVAi/O/V / O 0 _ SCALE: 1 /8" = I" T\- 2" x 3" (Min.) x .250" Cont. ALUMINUM ANGLE W/ CONCENTRATION h x ^ OF 4 /% 14 x 1 1/2" S. M. S. ® 1 1/2" 0. C. AT STORM BAR LOCATION, REST ® 12" 0. C. 4" x 6" Mux. x .250" Cont. ALUMINUM TUBE W/ 1/40 TAPCON ANCHORS ® 12" 0. C, W/ CONCENTRA77ON OF 4•-3/80 POWER BOLTS W/ 2" Min. EMBEDMENT ® 4' 0. C. AT STORM BAR LOCATION (SEE ELEVATION X). CASE / CASE fI STORM BAR CONNECTIONAT BUILD -OUT INSTALLATION : SECTIONS V - V (3) SCALE : 1/4" = 1" ©2008 TILTECO, INC. TiLLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, F. 33161 Phone : (305)871-1530 . Fox : (305)871-1531 EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 F.B.C. (Mon High Velocify Hurricane Zone, A-200 H SLAT ROLL -UP SHUTTER FS./R. E. DRAWN BY., IREST SHUTTER ClZli�l,AAbJY 05/2,0/08 DATE., 1674 MAIN STREET NE PALM BAY, FL 32.905 PH.:(321)724-2820, FAX:(321)725-9229 08-166 :Y. No OESCRI I DATE REV. Ho 1 DESCRIPTIDHt DATE DRAWING No 1 OLD 07-036 1051201081 3 SHEET 6 OF 1; 2 1 1 1 4 1.000 T— 1 1/2" x 1 1/2" x .125" x MULLION DEPTH Alum. ANGLE (EACH SIDE) W/ (2) 3/B" 0 POWER BOLTS W 3 1 2" Min. EMBEDMENT TO SLAB (ryP. TOP & BOTTOM) ©OOR0" h 0 ti e DOOR OR--__� o WINDOW GLASS 0/4 OR R/4 v t r l � / o OR(K F 3" x 3" ALUMINUM AN lLlem ORO © OQ OR Min. POURED CONCRETE REQUIRED 7' x 2" x .125" Cont ALUMINUM ANGLE W/rAPCON ANCHORS 0 6" 0. C. 1 r.o0o' 10 O OI POURED CONCRETE REQUIRED —\ t I OORO (ONLY FOR W -W(2)) 0 S&AN &/(6) J14 x51 1/2" S. M. S. FFOOR©. 3" x 3" x 3/8" x 0'-2" 6061-16 AI ANGLE FOR SINGLE & MULTIPLE SPANS W/ (M) & MULLIONS & J. x 3" x 3/8' x 0'-4" 60 T6 Alum. ANGLE FOR SINGLE & MULTIPLE SPANS FORUL , W/ (1) 1/2" 0 THRU BOLT TO MULLION THRU SIDE RAIL AT SINGLE SPANS & (2) 1/2" 6 THRU BOLTS AT MULTIPLE SPANS. _11 1 0/4 OR R/4 I I O OR I I (2) 3/8" 0 THRU BOLTS FOR UP TO f50 psf DESIGN LOAD & (3) 3/8" 0 O O THRU BOLTS FOR GREATER LOADS (Typ. TOP & BOTTOM) POURED CONCRETE 1.000" REQUIRED .500" Min. Tim. PLOOR%CEILING MOUNTING: SECTION W- IN (1), W10 HEADER SECTION W -W (2), W/HEADER SCALE : 1/8' = I " ELEVATION L SCALE : 1/8" = 1" 00 3" x 3" ALL 1 1" x 2' x .125" Cont. ALUMINUM ANGLE W/TAPCON ANCHORS ® 12" 0. C. I / \ I � (✓ 1 POURED CONCRETE REQUIRED 2" x 4" x 1/4" x O'-8" Alum. ANGLE CONNECTED TO WALL W/ (3) 3/8' 0 x 2 1/2' POWERS SOLT ANCHORS AS SHOWN. XI 11 I O OROK 3' x 3" x 3/8" x 0'-2' 6061-T6 Alum. ANGLE W/ 4 1114 x 3/4' S M. S. TO HEADER & 11210 POWER BOLTS ANCHOR TO WALL OR 3 1/2" MiN. EMBEDMENT. WALL MOUNTING: SECTION W -W (3) SCALE : 1/8" - 1" NOTE : THIS INSTALLATION IS ONLY VALID FOR STORM BARS WITH Max. SPAN = 8'-0", HEADERS WITH 12'-0" Max. SINGLE SPAN & 80 psf MAXIMUM DESIGN LOAD. ELEVATION X1 SCALE: 1/8" = I" OR �I�-- (EXTENDED PASSED OPENING) N x 4" x 1/4" x 0'-8" Alum. N/ (4)1/4" 0 "THRU BOLT 9ER & (343/ ) 3/8 0 POWER BOLTS in. EMBEDMENT TO WALL EA. ANGI OOR �— 2" x 4" x 1 4 x 0'-8" Alum. ANGLE W/ r 4 1/4" 0 THRU BOLT TO HEADER & (3) 3/8" 0 POWER BOLTS TO WALL W/ 2' MIN. EMBEDMENT. USE 2" x 7" x 1/4" Alum. ANGLES FOR CASES W/ 3" BUILD -OUT TUBE. WALL MOUNTING: SECTION W -W(3) SCALE : 1/8" = 1" DOOR OR WINDOW GLASS Min. 0') I" x 2" x 1/8" Cont. ALUMINUM ANGLE W/"#14 x 3/4' S. M. S. ® 12 0. C. 0 000f // \ \ X II $ FO HEADER & STORM BAR ALLOWED. UST SPLIT ROLL UP MULLIONS & RACKS W/ FACE MOUNT. ®ORO O ORO 1"x 1"x 1/8"x CONT. ALUM. ANGLE W/ I 2"x 2"x 114" x 0'-6" ALUM. ANGLE EA. SIDE Wj •$ 'NI # 14 x1/2" SMS (2) 3/8"0 POWER BOLT ANCHORS W/ 1 1/2" a = C 12" 0. C. Mn. EMBEDMENT „v,0 POURED CONCRETEO, CONCRETE BLOCK WALL FOR DESIGN LOADS UP TO I 150 psf AND FOR GREATER LOADS USE (2) 3/8 "O POWER BOLT ANCHORS W/2 1/2" Min. EMBEDMENT o ONLY INTO POURED CONCRETE AND W/ (2) 3/870 \ o THRU BOLTS THRU MULLION AND ANGLES. WALL MOUNTING " MLJLL10N CONNECTION_ f AT TOP & BOTTOM: SECTION W- IN (1) I f SCALE. 1/8"= 1" f n ELEVATION/LX2\, SCALE : 1/8" = 1' T) L ICC �I 4DER f1'&AICECTIaIV ATENDS, SECTIONS W -W ©2008 TILTECO, INC. / 1L ECO `.c. \ TILLIT TESTING & ENGINEERING COMPANY 6,355 N. W. 36th. St., Ste. 305, WROINX GARDENS, F7, 33166 Phone : (305)871-7530 . Fax : (305)671-1531 EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 F.B.C. (Non High Velocity Hurricane Zone) I A-200 H SLAT ROLL -UP SHUTTER F.S./R, E. DRAWN BY: BEST. SrIIUTTER Ca4e A -.N® 05/20/08 1674 MAIN STREET NE DATE: PALM BAY, FL 32905 PH.:(321)724-2820, FAX:(321)725-9229 08-166 Y. No DESCRIPRON DATE I WK., No DESCRiP170N I DATE DRAWING No 1 OLD 07-036 05/20/06 3 2 4 SHEET 7 OF 13 2" MULLIONS DEPTH x 1/8" Cont. ALUMINUM TUBE W/ 2" x 2" x I/8" x 0'-2' 314 x 314" S. M. S. EA. LE 3 /�14 x 3 4 S. M. S. EA. LEG. (TYP. TOP13OTTOM) I_ II 2" x 2" x 1 4" x 0'-6" Alum. EA, SIDE W/(2) 3/8" 0 x 2 1 POWERS BOLTS TO WALL & (2) (1 II THRU BOLTS TO MULLION. BEYOND JA"GLE�l ONCRETE- REQUIREDPOURED f--.500"1,750" I ORW.750" �— 2" x 4" x 1 4 x 0'-8" Alum. ANGLE W/ r 4 1/4" 0 THRU BOLT TO HEADER & (3) 3/8" 0 POWER BOLTS TO WALL W/ 2' MIN. EMBEDMENT. USE 2" x 7" x 1/4" Alum. ANGLES FOR CASES W/ 3" BUILD -OUT TUBE. WALL MOUNTING: SECTION W -W(3) SCALE : 1/8" = 1" DOOR OR WINDOW GLASS Min. 0') I" x 2" x 1/8" Cont. ALUMINUM ANGLE W/"#14 x 3/4' S. M. S. ® 12 0. C. 0 000f // \ \ X II $ FO HEADER & STORM BAR ALLOWED. UST SPLIT ROLL UP MULLIONS & RACKS W/ FACE MOUNT. ®ORO O ORO 1"x 1"x 1/8"x CONT. ALUM. ANGLE W/ I 2"x 2"x 114" x 0'-6" ALUM. ANGLE EA. SIDE Wj •$ 'NI # 14 x1/2" SMS (2) 3/8"0 POWER BOLT ANCHORS W/ 1 1/2" a = C 12" 0. C. Mn. EMBEDMENT „v,0 POURED CONCRETEO, CONCRETE BLOCK WALL FOR DESIGN LOADS UP TO I 150 psf AND FOR GREATER LOADS USE (2) 3/8 "O POWER BOLT ANCHORS W/2 1/2" Min. EMBEDMENT o ONLY INTO POURED CONCRETE AND W/ (2) 3/870 \ o THRU BOLTS THRU MULLION AND ANGLES. WALL MOUNTING " MLJLL10N CONNECTION_ f AT TOP & BOTTOM: SECTION W- IN (1) I f SCALE. 1/8"= 1" f n ELEVATION/LX2\, SCALE : 1/8" = 1' T) L ICC �I 4DER f1'&AICECTIaIV ATENDS, SECTIONS W -W ©2008 TILTECO, INC. / 1L ECO `.c. \ TILLIT TESTING & ENGINEERING COMPANY 6,355 N. W. 36th. St., Ste. 305, WROINX GARDENS, F7, 33166 Phone : (305)871-7530 . Fax : (305)671-1531 EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 F.B.C. (Non High Velocity Hurricane Zone) I A-200 H SLAT ROLL -UP SHUTTER F.S./R, E. DRAWN BY: BEST. SrIIUTTER Ca4e A -.N® 05/20/08 1674 MAIN STREET NE DATE: PALM BAY, FL 32905 PH.:(321)724-2820, FAX:(321)725-9229 08-166 Y. No DESCRIPRON DATE I WK., No DESCRiP170N I DATE DRAWING No 1 OLD 07-036 05/20/06 3 2 4 SHEET 7 OF 13 WOOD HEADER REQUIRED EXISTING WINDOW SEE SHEET 9 OF 13 FOR Min. SEPARATION/GLASS 1/4" 0 x 4" LONG LAG SCREW © Ea. STUD OR @ 12" 0. C. IF Cont. WOOD HEADER EXISTS AT THIS LOCATION. �— I" x 2" x 1/8" Cont. Alum. ANGLE 1 f I V @ 24" 0. C. MAX REQUIRED OR 062" Cont. SINGLE SPAN CONDITION N. T. S. O OR ( 2J0„ Max. PLANA (SECTION) WALL MOUNT SCAT F : .3/8" = 1" PLAN B (SECTION) INSIDE MOUNT SCALE : 3/8" = T" TUDS REQUIRED ,AL) LONG LAG SCREWS l/ 1 1/2" Min. THREADED TO EXISTING WOOD STUD. i. M. S. @ 6" O. C. 125" Cont. ALUMINUM OR S NOTES.- 1. OTES.1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 80 P.S.f. 2. FOR NEW FRAME CONSTRUCTION: WOOD MEMBER TO BE SOUTHERN PINE No. 2 W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 3. MINIMUM PENETRATION OF LAG SCREWS INTO WOOD MEMBER TO BE 1 1/2" E 2" x 4" WOOD STUDS REQUIRED @ CORNER (TYPICAL) 1/4" 0 x 4" LONG LAG SCREWS @ 6" O. C. 2" x 4" STUDS W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STUD. t -°tatty U pt:L, I IL✓Ivf BUILD -OUT SCALE : 3/8" = I" 02008 TILTECO, INC. 1L E C ..c. TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 305, VIRGINA GARDENS. R. 33166 Phone : (305)871-1530 . Fax : (305)871-1531 EB -0006719 WALTER A. TILI Jr. P.F. FLORIDA Lic. 44167 2" x 4" WOOD STUDS REQUIRED @ CORNER (TYPICAL) 1/4" 0 x 4" LONG LAG SCREWS @ 6" O. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STUD. F.B.C. (Non high Velocity Hurricane Zone) A-200 H SLAT ROLL -UP SHUTTER F.S./R.E. DRAWN BY: E'ST Sd- U ME'R E.'aUP NY 05/20/08 BEEST ... . .. . .._.. .. ®,..... , 1674 MAIN STREET NE DATE PALM BAY, FL 32905 PH.:(321)724-2820, FAX:(321)725-922908- 166 Y. No DESCR1W70N DAZE RFV. Na DESCRIPTION DATE DRAWING No p OLD 07-036 5/20/08 3 SHEET 8 OF 13 TABLE 9; SEE NOTE BELOW. SLAT SPAN (ft.) MINIMUM SEPARATION TO GLASS 36" OR LESS 3 3/8" >36" TO 51" 4 7/8 >51' TO 55" 5 3/8" NOTE. MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL BE MEASURED FROM BACK OF SLAT TO GLASS. - : NOT APPLICABLE. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED WITHIN THE FIRST 30" ELEVATION OF BUILDING MESURED AT BOTTOM OF SHUTTER AND MAXIMUM SPAN. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN MAXIMUM ALLOWED. ## MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. L SINGLE SPAN SPAN LAYOUT SLAT PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p, s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN I " FOR TYPE i SLAT ❑ ❑ ❑ E3 E3 ❑ ❑ r^ -L --j 13 E ❑ MUL TIPLE SPAN (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) TYPE 1 SLAT A -200-H SLAT DESIGN LOAD » (p. S, MAXIMUM SLAT SPAN MINIMUM SEPARATION TO GLASS SINGLE & MULTIPLE UNIT SINGLE & MULTIPLE UNIT 40.0 4'-7" 5 3/8" 1 " 45.0 4'-7" 5 3/6" 1 " 50.0 4'-5" 5 3/8" 1 " 55.0 4'-3" 4 7/8" 1 » 60.0 4'-1" 4 7/8" 1" 65.0 3'-11 " 4 7/8 1 " 70.0. 3'-9" 4 7/8" 1" 75.0 3'-8" 4 7/8" 1 " 80.0 3'-6" 4 7/8" 1 " 85.0 3'-5" 4 7/8'" 1 " 90.0 3'-4" 4 7/8,. i„ 95.0 3'-3„ 4 7/8., 1 „ 100.0 3'-2" 4 7/8" 1 " 105.0 J' -J" 4 7/8" 1 " 110.0 3'-0" 3 J18" 1 " 115.0 2'-11" ; ;%8" 1„ 120.0 2'-11 " 3 3/8" 1 " 125.0 2'-10" 3 3/8" 1 " 130.0 2'-9" 3 3/8" 1 " SIDE RAIL CONDITIONS FOR TYPE I SLAT NOTE: TYPE 1 SLAT SHALL ONLY BE USED IN CONJUNTION WITH TYPE 1, 2 & 3 SIDE RAILS. F.B.C. (Non High Velocity Hurricane Zone; STORM DAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN 1"' FOR A GIVEN TYPE OF STORM DAR AND STORM DAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) DESIGN OMAXIMUM TYPE i STORM BAR 2" x 4" x 1/4" O TYPE 2 STORM BAR 2" x 4" x 1/B" © TYPE 3 STORM BAR 2" x 3" x 1/8" O TYPE 4 STORM BAR RLL -15 t RLL -16 LOAD STORM BAR SPACING STORM BAR SPACING STORM BAR SPACING STORM BAR SPACING 3'-0" 3' TO 4' 4' TO 5' 5' TO 6' < 3'-0" 3' TO 4' 4' TO 5' 5' TO 6' < 3'-0" 3' TO 4' 4' TO 5' 5' TO 6' < 3'-O" 3' TO 4' 4' TO 5' 5' TO 6' 70.0OR10`-0" 10'-Q" 10'-0" 10'-0" 9'-0" 9'-0" 9'-0" 8'-11" 8`-0" 8'-O" 8'-0" 7'-3" 5'-6" 5'-6" 5'-2" 4'-8" 35.0 10'-0" 10'-0" 1O'-0" 10'-O" 9'-0" 9'-O" 9'-0" 8'-3" 8'-0" 8'-0" 7'-5" 6'-9" 5'-6" 5'-4" 4'-9" 4'-4- 40.0 10'-0" 10'-0" 10'-0" 9'-11„ 9'-0" 91-0" 8'-6" 7'-9" 8'-0" 7'-9" 6'-11" 5'-4" 5'-6„ 5'-0" 4'-5" 4'-1 45.0 10'-0" 10'-0" 10'-Q" 9'-8" 9'-0" 8'_11" 8'-0" 7'-4" 8'-0" 7'-3" 6'-6" 5'-11 " 5'-5" 4'-8" 4'-2" 3'-10" 50.0 10'-0" 10'-0" 9'-10" 9'-3" 9'-0" 8'-6" 7'-7" 6'-11" 8'-0" 6'-11" 6'-2» 5,-8„ 5-2" 4'-5" 4'-0" 3'-8" 55.0 10'-0" l0'-0" 9'-7" 8`-10" 9'-O" 81-1. 7'-3" 6'-7" 7'-7" 6'-7" 5'-11 " 5'-5" 4-11 " 4'-3" 3'-9" 3'-6" 60.0 lo' -o' 91-111, 9,-J" 8'-5" 8'-11 " 7'-9" 6'-11 " 6'-4" 7`-3" 6'-4" 51-8» 5'-2" 4'-8" 4'-1 " 3'-8" 3'-4" 65.0 10'-O" 9'-9" " 8'-7" 7'-5" 6'-8„ 6'-1 " 7'-0" 6'-1 " 5'-5" 4'-11 " 4'-6" 3'-1 l " 3'-6" 3'-2" 70.0 10'-0" 9'-7" 8'-7" 7'-10" 8'-3" 7'-2" 6'_5" 5'-10" 6'-9" 5'-10" 5'-3" 4'-9" 4'-4" 3'-9" 3'-4" 3`-1 " 75.0 10'-0" 9'-3" 8'-3„ 7'-7" 8'-0" 6'-11" 6'-2" 5'-8" 6'-6" 5'-8" 5'-1" 4'-7" 4'-2" 31-8" 31_3» 3,_0„ 80.0 91-111, 8'-11 " 8'-0" 7'-4" 7,-9„ 61-91, 6'-0" 5'-6" 6'-4" 5'-6" 4'-11 " 4'-6" 4'-1 " X-6" 3'-2" 2'-10- 85.0 9'-10" 8'-8" 7'-9" 7'-1 " 7'-6" 8'-6" 5'-10" 5'-4" 6'-1 " 5'-4" 9 4'-9" 4'-4" 3'-11 " X-5" 3'-1 " 2'-9- 90.0 9'-8" 8'-5" 7'-7" 6'-11 " 7'-4" 6'-4" 5'-8" 5'-2" 5,_11" 5'-2" s 4'-7" 4'-2" 3'-10" 3'-4" 3'-0" 2'-8" 95.0 9'-6" 8'-3" T-4" 6'-8" 7'- 1 » 6,-2„ 5'-8» 5,-0„ 5,_9„ 5,_O» 4'-6" 4'-1 " 3'-9" 3'-3" 2'-11 9'-3" 8'-0" 7'-2" 6'-6" 6'-11 " 6'-0" 5'-4" 4'-1 1 " 5'-8" 4'-11 4'-4" 4'-0" 3'-8" 3'-2" 2'-10" 2'_7» FO5. 9'-0" 7'-10" 7'-0" 6'-5" 6'-9" 5'-10" 5'-3" 4'-9" 5'-6" 4'-9" 4'-3" 3,-11" X-6" 31-1. 2'-9" 2'-6" 8'-10" 7'-8" 6'-10" 6'-3" 6'-7" 5'-9" 5'-1 " 4'-8" 5'-5" 4'-8" 4'-2" 3'-10" 3'-6" 3'-0" 2'-8" 2'-5" 8'-7» 7,-6„ 6,_8» 6,_1„ 6, 6.. - 3'-7° 5'-0,. 4'-7" 5'-3" 4'-7" 4'-1„ 3'-9" 3'-5" 2'-11" 2, �„ 2,_5„ * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. 02008 TILrECO, INC. IILIECOmc. TICCIT TESTING & ENGINEERING COMPANY 6355 N.W. 35th. St., Ste. 305, ORGIN14 GARDENS, Fl. 33166 Phone (305)871-1530 . Fox : (305)871-1531 EB -0006719 WALTER A. TILLIT Jr. P -E. _ FLORIDA Lic. j 44167 F.B.C. (Non High Velocity Hurricane Zone) A-200 H SLAT ROLL—UP SHUTTER I F.S./P.E. DRAWN BY., REST SHU R COMPANY 1674 MAIN STREET NE PALM BAY, FL 32905 PH.:(321)724-2820, FAX:(321)725-9229 +. No DESCRIPTDN DATE P.EY. Na DESCRIPTION y OLD 07 d36 5/20/08 3 z 4 05/20/08 DATE - 08 -166 DRAWING No SHEET 10 OF 13 STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE R4 TING "W' (p. s. f.) AND CORRESPONDING MAXIMUM SPAN `Z " FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) MAXIMUM DESIGN TYPE 1 STORM BAR 2" x 4" x .250" TYPE 2 STORM BAR 2" x 4" x .125" TYPE 3 STORM BAR 2" x 3" x .125" TYPE 4 STORM BAR RLL -15 + RLL -16 LOAD STORM BAR SPACING STORM BAR SPACING STORM BAR SPACING STORM BAR SPACING < 3'-0" 3' TO 4' 4' TO 5' 5' TO 6' < 3'-0" 3' TO 4' 4' TO 5' 5' TO 6" < 3'—O" 3' TO 4' 4' TO 5' 5' TO 6' < 3'-0" 3' TO 4' 4' TO 5' 5' TO 6' 120.0 8'-5" 7'-4" 6'-6" 6'-0" 6'-4" 5'-6" 41-111, 4'-6" 5'-2" 4'-6" 4'-0" 3'-8" 3'-4" 2'-10" 2'-7" 2'-4" 125.0 8'-3" 7'-2" 6'-5" 5'-10" 6'-2"1 5'-4" 4'-10" 4'-5" 5'-1" 4'-4" 3'-11" 3'-7" 3'-3" 2'-10" 2'-6" 2'-4" 130.0 81-1» 7,-0» 6'-3» 5,-9„ 6'-1» 5,-3„ 4'-9» 4'-4» 4,-11" 4'-3• 3'-10" I 3'-6" 3'-2" 2'-9» 2,-6„ 2,-3„ * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. C2008 TILTECO, INC. IL ECO.Ne. \ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, WRWNA WRENS, R. 3316E Phone : (305)671-1530 . Fax : (305)871-1531 EB -0006719 WALTER A. TILLIT Jr. P.E. F.B.C. (Non High Velocity Hurricane Zone) A-200 H SLAT ROLL—UP SHUTTER F.S./R.E. Q ES 1 carr SUTTER CaAk AINY 1674 MAIN STREET NE PALM BAY, FL 32.905 PH.:(321)724-2820, FAX:(321)725-9229 DESCRIPTION OLD 07-036 OESCRIPnoN DRAWN BY.. 05/20/08 DATE: 08-166 DRAWING No SHEET 11 OF 13 HEADER LOADING CHART _MAXIMUM DESIGN PRESSURE RATING "W" 62 s. f.) AND CORRESPONDING MAXIMUM SPAN 1" (Ft.) FOR A GIVEN TYPE OF HEADER AND STORM BAR HEIGHT (Ft. ). (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) MAXIMUM DESIGN LOAD (p.s.f.) O TYPE 1 HEADER 2" x 4" X 1/4" O TYPE 2 HEADER 2" x 4" X 1/6" © TYPE 3 HEADER 1" x 4" X 1/8" STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT < 7'-0" 7' TO 9' 9' TO 10' < 5'-0" 5' TO 8' < 5'-0" 5' TO 7' 30.0 OR GESS 15'-1 " 14'-0" 13'-2" 12'-0" 1 l'-2" 7'-1 " 6'-6" 35.0 14'-8" 13'-0" 12'-4" 12'-0" 10'-4" 7'-1 " 6'-6" 40.0 13'-91" 12'-2" ll, -6" 12'-0" 9'-8" 7'-1 " 6'-6- 45.0 13'-0" 11'-5" 10'-10" ll' -6" 9'-1 " 7'-1 " 6'-4" 50.0 12'-4" 10'-10" 10'-4" 10'-11" 8'-8" 7'-1 " 6'-0„ 55.0 ll' -q" 10'-4" 9'-10" 10'-5" 8'-3" 6'-10" 5'-9" 60.0 11'-3" 9'-11" 9'-5" 10'-0" 7'-11 " 6'-6" 5'-6" 65.0 10'-10" 9"-6" 9'-0" 9'-7" 7'-7" 6'-3" 5'-4" 70.0 10'-5" 9'-2" 8'-8" 9'-3" 7'-4" 6'-0" '51-11, 75.0 10'-l" 8'-10" 8'-5" 81-111, 7'-1 " 5'-10" 4'-11" 80.0 9'-9" 8'-7" 8'-2" 8"-8" 6'-10" 5'-8" 4'-9" 85.0 9'-5" 8'-4" 7'-11 " 8'-5" 6'-7" 5'-6" 4'-8" 90.0 9'-2" 8'-1" 7'-8" 8'-2" 6'-5" 5"-4" 4'-6" 95.0 8'-11 " 72-11" 7'-6" 7'-11 " 6`-3" 5'-2" 4'-5" 100.0 8'-8" 7'-8" 7'-3" 7'-9" 61-1. ,5'-1 " 4'-3" 705.0 8'-6" 7'-6" 7'-1 "" 7'-6" 6'-0" 4'-11 " 4'-2" 110.0 8'-4" 7'-4" 6'-11 " 7'-4" 5'-10" 4'-10" 4'-1 „ 115.0 81-1. 7'-2" 6'-9" 7'-2" 5'-8" 4'-9" 4'-0" 120.0 7'-11 " 7'-0" 6'-8" 7'-1 " 5'-7" 4'-7" 3'-1 I " 125.0 7'-9" 6'-10" 6'-6" 6'-11" 5°-6" 4'-6" 3'-10" 130.0 j 7'-8" 6'-9" 6'-5" 6'-9" 5'-4" 4'-5" 3'-9" 02008 TILTECO, INC. u�®r� IL E 6NC. \ TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305, VIRGlNN GARDENS, Fl. 33766 Phone (305}871—,530 Far : (305)871-1531 EB -0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lia # 44157 F.B.C. (Arlon High Velocity Hurricane Zone) A-200 H SLAT ROLL—UP SHUTTER I FS./R.E. DRAWN BY.: BFC -CTs SHUTTER CllAf0A IV 1674 MAIN STREET NE PALM BAY, FL 32905 PH.:(321)724-2820, FAX:(321)725-9229 DMR/PMN TLD 07-035 .1 _4 05/20/08 GATE: 08-166 DRAWING No SHEET 12 OF 13 MULLION LOADING CHART" MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.,) AND CORRESPONDING MAXIMUM SPAN "L" (Ft.) FOR A GIVEN TYPE OF MULLION AND MULLION SPACING (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) MAXIMUM DESIGN LOAD »w» (p.S.f.) TYPE I MULLION 4" x 6" x 3/16" ® TYPE 2 MULLION 3" x 4" x 1/8" O TYPE 3 MULLION 2" x 3" x 1/8" MULLION SPACING MULLION SPACING MULLION SPACING 4'-0" 4' TO 5' 5' TO 8' < 4'-0" 4' TO 5' 5' TO 8' < 3'-0" 3' TO 4' 4' TO 5' 3OR LESS LE 12'-0" 12'-O" 12'-0" 9'-0" 9'-0" 8'-10" 7'-10" 7'-2" 6'-7" 35.0 12'-0" 12'-O" 12'-0" 9'-0" 9'-0" 8'-2" 7'-5" 6'-9" 6'-3" 40.0 12'-0" 12'-0" 12'-0" 8'-10" 9'-0" 7'-8" 7'-2" 6'-6" 6,-0" 45.0 12'-0" 12'-0" 12'-0" 8'-4" 9'-0" 7'-3" 1 6'-10" 6'-3" 5'-9" 50.0 12'-0" 12'-0" 12'-0" 7'-10" 8'-8" 6'-10" 6'-7" 6'-0" 5'-7" 55.0 12'-0" 12'-0" 11'-6" 7'-6" 8'-3" 6'-6" 6'-5" 5'-10" 5'-5" 60.0 12'-0" 12'-0" 11'-0" 7'-2" 7'-11 " 6'-3" 6'-3" 5'-8" 5'-3" 65.0 12'-0" 12'-0" 10'-7" 51-111, 7'-7" 6'-0" 6'-1 " 5'-6" 5'-1 " 70.0 11'-q" 12'-0" 10'-2" 6'-8" 7'-4" 5'-9" 5'-11 » 5'-4" 5'-0" 75.0 1 l'-4" 12'-0" g'-10" 6'-5" 7'-1 " 5'-7" 5'-9" 5'-3" 4'-11 " 80.0 11'-0" 12'-0" 9'-6" 6'-3" 6'-10" 5r-5" 5'-8" 5'-2" 4'-9- 85.0 10'-8" 11'-8" 9'-3" 6'-0" 61-8. 5,-3" 5'-7" 5•-0" 4'-8" 90.0 10'-4" 11 '-5" 9'-0" 5'-10" 6'-5" 5'-1" 5'-5" 4'-11 " 4'-7" 95.0 10'-1" 11 `-1 " R'-9" 5'-9" 6`-3" 5'-0" 5'-4" 4'-10" 4'-6" 100.0 9'-10" 10'-10" 8'-6" 5'-7" 51-1. 4'-10" 5'-3" 4'-9" 4'-5» 105.0 9'-7" 10'-6" 8'-4" 5'-5" 6'-0,. 4,-9„ 5'-2,. 4,-8„ 4'-4., 110.0 9'®4" 10'-3" 8'-2" 5'_4" 5'-10" 4'-7" 5'-1„ 4'-7„ 4'-2„ 115.0 9'-Z" 10`-1 " 7'-1 1 ' 5,-2,< 5,-9., 4,-6„ 5.-O,. 4'-7» 43-1- .-1„120.0 120.0 8'- I 1" 9'-10" 7'-9" 5'-1 " 5'-7» 4 `-5" 4'-11 " 4'-6" 4'-0" 125.0 8'_g" 9'_8" 7'-8" 5'-0" 5'-6" 4'-4" 4'-1 1 " 4'-5" 3'=1 1 „ 130.0 8'-7" 9'-6" 7'-6" 4'-11 " 5'-4" 4'-3" 4'-10" 4'-4" 3'-10" SIDE RAIL ANCHOR SCHEDULE MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR (in) SCHEDULE FOR SIDE RAILS O & CONNECTION TO POURED CONCRETE OR MASONRY WALL MAXIMUM DESIGN LOAD » (P. S. f.) WALL MOUNT SIDE WALL MOUNT & BUILD -OUT MOUNT WALL MOUNT SIDE WALL MOUNT & BUILD -OUT MOUNT 6" 6" 6" 6" 6" 6" 80.0 OR LESS 6" 6" 6„ 6" 6" 6» 4 1/2" 4 1/2" 6" 5" 5" 6" >80.0 TO 130.0 6" 6„ 6., 6» 61. 6" MAXIMUM ANCHOR SPACING (in.) AT SIDE RAILS VERSUS EDGE DISTANCE = E. D. MAXIMUM SIDE RAILS ANCHORS SPACINGS SHOWN ON SHEET 4 OF 13 ARE VALID FOR 3". NOTES : REFER TO ELEVATIONS ON SHEET 1A OF 13 1-. FOR MULLIONS INSTALLED W10 STORM BARS A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED 2-. FOR MULLIONS INSTALLED W_1 STORM BARS & HEADERS A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM HEADER SPAN SHALL NOT BE EXCEEDED B) STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED @2008 nLTECO, INC. 11LIE C 0 me. TILLIT TESTING & ENGINEERING COMPANY 6355 NX 36th, St., Ste. 305, WRGINtA GARDENS, Fl. 33166 Phone : (305)871-1530 . Fax : (305)871-1531 EB -0006719 WALTER A. TILLIT Jr. P.E FLORIDA Lic. # 44167 MASONRY POURED CONCRETE SUBSTRATE LEGEND F.B.C. (kion Hic1h Velocity Hurricane Zone, A-200 H SLAT ROLL -UP SHUTTER EFT H [TTEI? CaYA ANY 1674 MAIN STREET NE PALM BAY, FL 32905 PH..(321)724-2820, FAX:(321)725-9229 OLD DESCRIPTION F.S./R.E. DRAWN BY: 05/20/08 DATE: 08-166 DRAWING No SHEET 13 OF 1;