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HomeMy WebLinkAboutSUBMITTED PAPERSk PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982A�rl�® 772-462-1553 By APPLICATION FOR STORM SHUTTER PERMIT�t' Luce r-C)Unty LOCATION/STTE ADDRESS: 2. PARCEL ID NUMBER: �3�ESC RIPTION OF PROJECT: 4. TYPE OF STRUCTURE: SFR. 5. OWNERS INFORMATION MOBILE HOME: OTHER 6. CONTRACTOR'S INFORMATION NAME:(2'fIeXCIUtAQr glQafl ADDRESS: -IclOq l %nos \h1C1\1 CITY: PCW+ 5V l %Q. STATE: C� ZIP CODE: q 0 PHONE:/ EMAIL: Type of Surface attachment: Wood Frame FL REGISTRATION/CERT COUNTY CERT #: BUSINESS NAME:L.*_�c PHONE NUMBER: GO EMAIL: A_Q(► 0 e C Concrete Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE. PRODUCT APPROVAL # REMOVABLE PANELS L / ACCORDION FL S - ROLL -UP FABRIC OTHER 1 I ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK 7. VALUE OF CONSTRUCTION: $ 10 S1_-tD PERMIT FEE: $ OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in 7mpliance with all apRovyw able laws regulating construction and zoning. mtwid k� ojw'�"� P NAME OF OWNER OR `- CONTRACTOR/QUALIFIER n ^ ATURE OF OWNE OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF�Q JI l�. Dfi.LC��) ACKNOWLEDGED BEFORE ME THIS DAYOF',-Pd7,20aBY,j () MY�IC�C �fn �I (WHO IS PERSONALLY KNOWN TO ME OR O H PRODUCED AS IDENTIFI N.j Patricia \\ Faller Ol. O` wY #EE857572 SIG ATURE OTARY TYPE OR P No PRINT NAME OF NOTARY �''�yCt�100 TITLE: NOTARY PUBLIC COMMISSION NUMBER EXp o ARYLED T R BONDS AAA N NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 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 i n5' 1.1t 41 r-7 INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for Shutters to be used for only those activities that is not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the installation of Shutters, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ............................................. 2. PARCEL ID NUMBER: ........................................................ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ 4. OWNERS INFORMATION: ................................................. 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION: ........................................... Indicate the street address, or general location, of the property on which the building activity is taking place. Indicate the Property Tax Identification Number for the property on which the building activity is taking place. Briefly describe the building activity under permit application. Indicate the name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for the installation of Shutters are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS ** EXISTING RESIDENCES All shutters must be installed and in place at the time of the final inspection, except for Egress Windows and Doors where one panel must be installed and the remainder must be by the opening for the inspector to verify remaining panels. . ON NEW HOMES ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION OR INSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05 Information Owner: Sloan Residence Address: 7909 Links Way Port St Lucie, FL Buildiniz Information Wind Zone: 170 MPH. Exposure Category: C Minimum Building Dimension: 35 ft. Mean Roof Height: 15 ft. Risk Category: H Design Pressure Calculations Opening Number Location Zone Device Width (in) Device Height (in) Device Elevation (ft) Max Positive Pressure (psf) Max Negative Pressure (psf) 1 Int 26 38 7 44.5 -48.2 2 Int 74 63 7 41.1 -44.8 3 Int 26 39 7 44.5 -48.2 4 Int 37 64 7 43.0 -46.8 5 Int 37 64 7 43.0 -46.8 6 Int 51 66 7 42.0 -45.8 7 Int 60 81 7 40.9 -44.7 8 Int 24 24 7 44.5 -48.2 9 Int 26 39 7 44.5 -48.2 10 Int 36 63 7 43.2 -46.9 11 Int 72 63 7 41.1 -44.9 12 Int 148 137 7 36.8 -40.6 13 Int 266 137 7 35.1 -38.9 14 Int 37 97 7 41.8 -45.6 15 Int 59 106 7 40.2 -44.0 16 Int 60 112 7 40.0 -43.8 of cl'j Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. Florida Building Code 2010 ed. Page 1 of 1 Opening .I Size (W X H) 1. 26 x 38 (accordion) 2. 74 x 63 (accordion) . -3., - 26 x39 (accordion) 4: 37 x 64 (accordion) 37 x 64 (accordion) 6. 51 x 66 (lexan panel) 7. 60 x'81 (lexan panel) 8. 24 x 24 ' (accordion) 9. 26 x 39 (accordion) 10. 36 x'63 (accordlon); ` 11: 72 x 63 .... (accordion) •12. 148 x 137 (accordion) 13. 266 x 137 (accordion) 14. 37 x 97 ,(accordion) 15. - 59 x 106 (accordion) 16. 60x112' (accordion) 13 9 Hl. NOT TO SCALE ATE: Aug 22, 2013 'AGE Dr=RWMOR: Site Plan 1 Florida Building Code Online Page 1 of 2 14 • r Business Professional •e o FLU r Florida Depaltmentof BCIS Home I Log In User Registration I Hot Toples Submit Surcharge I Stats & Facts j Publications FBC Staff j BCIS Site Map Dnks ; Search Busines Professi nal eEli) Producblic User t Approval Regulation Product Approval Menu > Product or ADMIcation Search > Application Us t > Application Detail FL # FL1S094 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Eastern Metal Supply 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 Irod rig uez@eastemmetal.com Bill Feeley Irodriguez@easternmetal.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Walter A. Tillit Jr., P.E. PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr. J Validation Checklist - Hardcopy Received FLIS094 RO COI EASTERN METAL certification of Independence drwo 11-237.Ddf Standard ASTM E 1996 ASTM E 330 Florida Licensed Professional Engineer or Architect FL15094 RO Eauly EQUIVALENT LETTER ORIGINAL.odf Method 1 Option D 12/22/2011 Year 2005 2002 http://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPjZ... 8/22/2013 Florida Building Code Online _ Page 2 of 2 Date Validated Date Pending FBC Approval Date Approved 12/22/2011 12/27/2011 01/31/2012 Summary of Products FL # Model, Number or Name Description 15094.1 Clear Bertha Storm Panel - 2" - Non-HVHZ Corrugated Polycarbonate storm panels retained or not by tracks to Drawing# 11-237 provide hurricane protection. Limits of Use Installation Instructions Approved for use In HVHZ: No FL15094 RO II EASTERN METAL-DRWG 11-237.odf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile. Max span is 7'-5" for +60, -60 p.s.f. ASD. See FL15094 RO AE EASTERN METAL Product evaluation report drwo II - 237. df . sheet 3 of Installation drawings for other spans and pressures. Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avallable to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: i� I� ELItEi. Credit,farFE http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZYiPiZ... 8/22/2013 1, STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SYSTEM SHALL 01 BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (M/AUI-DADE / BROWARD COUNTY). 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.SD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS J & 6. IN ORDER TO VERIFY THE ABOVE CONDITION, ULRMATE 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 TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS J & 6. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED W ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ARSF REPORT >4 0615.01-11 & AR REPORT >4 0302.01-1OR PER ASTM E IB86 & E 1996, & A57M E JJO-01 STANDARD. 2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYC4RBONATE SOURCES W17H THEIR CORRESPONDING MODEL NUMBER: GENERAL ELECTRIC PLASTICS L£XAN IOJ DOWN CHEMICAL CALIBRE 302 V-6 SAYER MATERIAL / SCIENCE LLC. MAKROLON f1804 MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS: TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT PHYSICAL: SPECIFIC GRAVITY ASTM D792 1.20 G/CC MECHANICAL: TENSILE YIELD STRENGTH ASTM D6J8 8, 700 p.s.T. FLEXURAL STRENGTH AT YIELD AS7M D790 IZ500 P.S.i. FLEXURAL MODULUS ASTM D790 340,000 p.s.i. IMPACT.• NOTCHED IZOD ASTM D256 18 FT-lbl7n 6RE BURNING CHARACTERISTICS: SMOKE DENSITY ASTM D2843 75 (MAX) RATE OF BURNING ASTM D635 C-1 CLASS (MAX) SELF IGNITION ASTM D1929 650 'F J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER. 4. ALL SCREWS TO BE STAINLESS STEEL J04 OR J16 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 KS! YIELD STRENGTH AND 90 KSI TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC17ON 2411.3.J.4. 5. BOLTS TO BE ASTM A 307, 64LVANIZED OR AISI 304 SERIES STAINLESS STEEL, WITH 36 KSI' MIN. YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: SEE SHEET 2 OF 5 FOR APPLICATIONS. (A) TO EXISTING POURED CONCRETE. MIN. fc - J KSI -1/4" 0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BUILDEX OR ELCO CONSTRUCTION PRODUCTS & 1/4" 0 BLUE TAP ANCHORS AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. -1/4" 0 ELCO MALE PANELMATE' MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4' 0 X 3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. ,1 -1/2" OD X 2 1/B' ENXJ12 PANELMATE INSERTS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES:' A. 1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON, BLUE TAP ANCHORS AND ELCO PANELMATES IS I J/4". A. 4) 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, ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) A.2) & A.3). (8) TO EXISTING CONCRETE BLOCK WALL: ASTM C-90 -1/4" 0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BUILDEX OR ELCO CONSTRUCTION PRODUCTS & 1/4" 0 BLUE TAP ANCHORS, AS MANUFACTURED BY FLORIDA FASTENERS INC. -1/4' 0 ELCO MALE PANELMATE' MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4' 0 X 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES. B.1) MINIMUM EMBEDMENT OF TAPCON, BLUE TAP ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4" B.2) 3/4' SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED 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. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING -WALL, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES /N a 1) & 9.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. , Z PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 4, 'SHEETS 4 & 5 Li. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. 9. IT SHALL BE THE RESPONS181UTY.OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. . 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOC47ED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY W17H SECTION 1715.8.2 OF THE FLORIDA BUILDING. CODE. 11. THE INSTALLATION CONTRACTOR IS TO SFAL/67ULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CON77NUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN. INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 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 70. 13. (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; LE. 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 WHICH 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 DELEC47E0 ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE 517E 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 f. d� A.2) 3/4" SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE - NO / %�: EMBEDMENT INTO STUCCO SHALL BE PERMITTED. '0 STATE F 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS 1 '9 '•• i WITH NO STUCCO. SCREWS SHALL BE J04 SERIES STAINLESS STEEL W/ 3/4" 0 HEAD SIDEWALK BOLTS. K... . f SVC A.J) MINIMPERMITTTED. 5/DM SNOT 1NTO 8 304NSEREIE STAINLEOF SS STEELTE SERTS IS 7 SCREWS USl D85HAIL EMBEDMENT 1NTMIN.T�NTO ANCHOR. SHALL E P.FS N 10RE/L FLORIDA BUILDING CODE ( Hon High Veloclt HU no Zone) 02011 T/LTECO, INC.l'� � • . - DRAWN e» 2. 00"'DEEP A.G. 12109111 6 E C 01 w e. EASTERN METAL SUPPLY, INC 4258 WEST RDAOS DRIVE WEST PADA BEACH, FL J1407 DATE STING & ENGINEERING COMPANY 1 1-237 N G4 Sb.S05. YaiGW GM'ttNt n .{)IC! (Joe)8Jl C1H l.: 1J0 on-!DA ORAW/NG No ®-0008719 SHEET I OF 6 WADER A MUT Jr. PE 1; T 7?s, I SOI O 0.100°TMCKCLEARPANEL SLUE J(S• a I' $ p �. N u '1 5 �—.rsG• 1� � L N Q. .r_ I T9 —4 �—.O9J• J.000' dfar.' - 2O 3"MAXANGLEBUI1DOUTBRACIa7 3O F°TRACK ®WASHEREDWINONLIf 5 Yd' I' SCNF. YB•. t• ZAHAC NLCM PIATE WASHER MING NUT AW 750 b p' ro ANLIE 5.000• A64-I PN�s].� N. O STUDDED ANGLE © BUILDOUTANGLE O KEYHOELE�ATPANEL 50e3-5 uuu ALLOT scNc J/d' - r' )e .0V f 0.w-og-BOGALU.ORS.SFLATSTEELBONDED CO �'D P®r Q E TS lWASHER W/EPDM WASHER BACK UP U J04 9PPR5 S.S OR a N A-M O 40 ` PIAI STORM PANEL TYPICAL ELEVATION SYAE: 3 "- - r• 2.576" . 2.57 3 PANELS �` PLAN VIEW �• ` ADOlTfONAL SEE ADDIDONAL SEE CLOSURES: DETAILS CLOSURES DETAILS. SHTET 3. ON SHEET 3. ,ON FLORIDA BUILDING CODE ( Non Nigh Velocity Hurricane Zone) 02611 nL1Ec0, LNc. CLEAR BERT A STORM PANEL DRAWN Lm _ * ; 2,00" DEEP AAL 11 Q; ®1 c • TILLIT TESTING B £NG/VEERING COMPANY JOfA S[e,]O5. NRLV01 L.45G 1x . 11 PAme : (]Y d )5 (JOJL]71-r5]I EASTERN METAL SUPPLY, INC 4268 rnT ROADS DRIVE WESr PAW BEACH. fL J3407 DATE DATE i i —237 DRAWING Nn _ µ ./DATE EB-001.11 ALOR10A L c 46167 r SNEEl 2 OF 6 l l / q MAX. A.S.D. MAXIMUM DESIGN PRESSURE ANEL LENGT A71Nc .s.l. 1-Min, PANEL L£NOTH IS X-0" A91N, SEPARATIGId POURED CONCRETE, - TO GLASS_ CONCRETE BLOCK WALE OR 1RED WOOD STUDS REQUIRED WIND SEPARATION. ZONE 1, 2&J 1' 4 9' 2 OR OO OR O OR 2•.� 4" x 4' x OR . JTIII Mou J105-HL4 ALLOY D BOLT 606J-1t ALLOY ®24'.0 C. Cont. Alum. ANGLE W/ JACKNUr CASE. ®(Plan) SCALE.• 1/4" - 1' 2' x J" r .093' 3105 H-14 OR 606J-T6 ALLOY Cont. Al... ANGLE ' POLGIED CONCRETE W/ m x 1 3/4' TAPCON ' * CONCRETE BLOCK WAIJ. 2 x4' WOOD STUDS .1/4 ANCHORS A 12' a C. 1.000' OR REQUIRED 3 OD• CUT PANEL II i1/4' GAP .. 1 Min 1�4°ax 1 3/4' ICON ANCHORS 0 12' 0. C. W POURED CONCRETE, CONCRETE BLOCK WALL 2' x 4' x ,125' REOURIED WOOD *STUDS J105-H74 OR 6063-T6 ALLOY 2.500' Cont. Altim. ANGLE Min. / CA A (Plan) S /a SCALE 1/4' _ SCALE.• 1/4" - I - END CLOSURES DETAILS POURED CONCRETE CONCRETE BLOCK WA OR 21x4' WOOD STUDS REQUIRED 2500• 1/4 ex L J/4' 2•'`�' 0 12' ANCHORS M%n, 0. C. T 2'x 2'x 0.52'x5'x .055'Alum. ANG060' 3105-H154 METALAlum. BENT state 1/4" = 1 LEG LOCATION C EE-Pa FLORIDA BUILDING CODE ( Non High Velocily Hurricane Zone) INC. CLFf1R BERTHA STORM PANEL DRAWN BY.• 02011 IXTECG, 2.00 DEEP A•G. 12/09/11 DATE ®aPtc. EASTERN PETAL SUPPLY. INC NE 426H WEST -. 1) 13 WEST PAW BEACH. R JJ4G7 i i —2.3% IIINC &ENGINEERING COMPANY '/n Sf ShJ9A t2xana G4RCEA5. Fl. 111fi6 (,p9��141 �e9Em°'1.:�(JOlTx11-tATt DRAWING No mrt ",a, r .v. n r SHEET 3 Or 6 1/4" 0— 20 x 3/4' SS. BOLTS 0 6' O.0 W/ NUT &WASHER 6 ,EDO, Cant 1.125" L 5 C.M. 4 W/ O it UM. SEPARAAON - 0 EJOSRAO 3) (BED SHLT:T J)777 56fi' 2 �t. 1/4' TAPCON OR BLUE TAP ANCHORS (SEE SCHEDULE SHEET 6) E.D. POURED CONCRETE OR CONCRETE BLOCK ,REOU/R \ //4' TAPCON OR LUE TAP ANCHC (SEE SCHEDULE SHEEP 6) 3 Cont. 1/4' '/9' SODD—SET 8 FA 4 W/ ® EA ANC 5 w/ 1/4'-20 EA 1/4' TAPCON OR W/ 1/4 A -20 x J/4' S.5 1DEN'N.K BOL7/5�/ 1 4" x 1 J/4" QCO BLUE TM ANCHORS S.S. BOLTS 0 6" O.C. (J 0 HEAD) W/ SHEET NA[E PA1yA� (SE£ SCHEDULE E SCHEDULE SH 6) ANCHORS (SEE SCHEDULE 1 " Ml SHEET 6) 0 SHEET 6) E�j.250' POURED Max CONCRETE CONCRETE I" POURED OR CONCRETE I CONCRETE W POURED j REOUI�ED J OR CO BLOCK \ OR CONCRETE REOu/RED BCOCX REOUREO i I _ n B� MR. SEARAfJA I ON SEPAR47I h r Off SHEET 3) SJ) . R Aft SEPARMNEHE7 70 EYSRHC CLAM o — g (SEE SHEET J) I I � `RN a RN p I 4 W/ O SA ConL Q 1 POURED � CONCRETE W POURED C INSERTS OR CONCRETE 4 W/ 5/I6m W/ 5116, REQUIRED' OR CONCRETE L.fl W/ Q �, V W/ 11410 —20 X 3/4' S.S. BOLTS 0 6' D.C. SIDEWALK BOLTS POURED (3/4' 0 HEAD) (SEE CONCRETE OR CONCRETE SCHEDULE SHEET 6) BLOCK REDU/RED �01 1/4' TAPCON'OR 3 W/ 11410 -20 x J/4' REQUIRED 4W/ 6 fA O ' BLUE TAP ANCHORS S.S BOL75 O 6' 0.C. (SEE SCHEDULE . Jl 1/4' TAPCOH OR 3 BLUE TAP ANCHORS W/ J/9'm -20 x J/9' S.S. BOLTS 0 fi' O.C. E.D. SHEET 6) (SEE SCHEDULE SHEET 6) SECTION 1 SECTION 2 SECTION 4 SCALE : 3/8" = 1 " SCALE : 3/B" =. I " S SCALE : 3/8 ". = I " ... 'BENS ' 9 NO TE E. D. = EDGE DISTANCE MOUNTING INSTALLATIONS MAY (SEE SCHEDULE ON BE COMBINED IN ANY WAY TO STAlE SUIT ANY INSTALLATION. SHEET 6 OF 6) OF * ° FLORIDA BUILDING CODE ( Hon High Velocity Hurricane Zone) 02011 TXTECO, 1NQ. CLEAR BERTHA STORM PANEL DRAWN 6r.• ' 2.00" DEEP A.O. 12/09111 LIE CO 1€v c . EASTERN METAL, SUPPLY, INC 4268 WEST ROADS ➢RNE WEST PALM BEACH. FL JJ407 DATE STING @ ENCINCER/NC COMPANY 1 1-237 A stt,, SteJGe. WR4u¢1 m1lt n Jllee (1�)17r�51e1� lv Je)1-fSll DRAW/Na Na ME a�a EB-0006719 SHEET 4 OF 6 WATER A IT UT Jr. P.E FLM2 Lie. 44167 1/4- 0 TAPCONS 0 6- D.C. W/ l 1/Y" MIN. THREADED 7/9 TAPCONS ®B' O.C. /4" 4 PANELIA" 6° O.C. 1 7/BMin. 1 4" 0 MALE PANELMA7E O 6' O.C. W/ 1 7/B' Min. PENETRATION TO EXISTING W000 HEADER. W/ 1 1 2 MIN. INR PENETRATION E7RA HREAOED P 770N. THREADED PENETRATION. TO EXISTING WOOD HEADER. 70 IX/S7/NG WOOD HEADER. Yl EXISANG OD HEADER, I 1/4- 0- 20 W4- S.S. BOLTS 6 Cont. O 6 O.C, W/ NUT &WASHER ry 1" MiO.� ho I rys X t— r o L W/ N = ••-:' W/ 11410 -20 x 3/4" '•e• S5. BOLLS O 6° O.C. :.a. 3 Cont. I / M I W000 WADERCont. 4 n'1 REOU/RED W WDOD HFi10ER I REQUIRED W £AOE77 W WOOD HEADER I. REQUIRED 1 W/ O FA. REQUIRED � = y I T 1 I f^SEPARATION '°E 3) 1 w I r SHEET (SE O W I I x W I W z Vi h W W NW ' I v I H ti MIN. Z ISEPARVION MlN. SEPARATION � � EXISTING� '�{ TO MOVING 1 W �SNG, J GLASS 1 W I GLASS .. (SEE SHEET J) (SEE SHEET 3) 2 (SEE SHEET J) . � 2 b I 1 I 4 W/ �B EA I 4 W/ LA, c I 4 W/ O LA . a I RE x 6' WOOD DECK I S.BOLTS O 6' O.Q S.S.1/4 T -zD x ar- I w/ tBO T -20 x D114 SS BOLTS O 6' D.C. REQUIRED. (NO FINISH .C. T ALLOWED) S •' ,' •• Cant. .% ;,• 2 C.nL "-WWI `J �' /16' 0 TAPCONS ® 9' O.C. W/ 1 1�1' MIN. ' OD STUD A ®E 4 3 Cont. D Sn/D ®29' O.F 3 Conf. REQUIRED W/ 1/40 - x 3/4" '� S.S BOLTS O 6" O.C. .THREADED PENETRATION. R QU /R£0 1/4 1 TAPCONS O 6' O.G . A x �/ /0 TAP MW 7NR£ADED f/40 TAPCONS O 6' O.C. 7NREADE'DE• PENETRATION TO FXISRNC PLATE PFNE7'RAT/ON TO EXS77NG TWi/lR 1 1/7' MIN. - AT M/OW/DTH OF PLATE OF' P WOOD PLAT£ AT M/DWIDTH WOOD S7U0 OF PLATE, 1 ° TO IX157/NO WOOP4ITE AT M/DWlOIH OF PLAT£ O 24' O.C. ' REQUIRED .. SECTION 1 SECTION 2 SECTION 3 SECTION 4 SCALE : 3/8" = 1 " SCALE : 3/8" = 1 " SCALE : JIB" = 1 " SCALE : JAI, INSTALLATION DETAILS ON EXISTING BUILDINGS of1Q�� FLORIDA BUILDING CODE ( Mon Nigh Velocity Hurricane Zone) NO TE: .. ` C 02011 M7=.Mc. C EAR BERTHA STORM PANEL DRAWN BY, MOUNTING INSTALLATIONS MAY BE � `. A.G. 2,00" DEEP COMBINED IN ANY WAY TO SUIT * ° � �� * ` 11/09111 EASTERN METAL SUPPLY, IA/C DATE ANY INSTALLAT/ON. o: ; : STATE OF IPA ®eaoc. ROADS DAWE y —� �• ,' �4r•`, n �ORIDP: �CNv P1JJT TESTING & ENO/NEEP.ING COMPANY wxcwu R ul� mom:l3rolesmd2 4z -WEST WEST PALN BEACH. FL 33407 11-237 DRAWIND N6 _ 1� ��g�(�� 71 P. /% ATE u�iee-em nieuvu1811-I�1 EB-0006719 WALTERII,AL1RUff "' uv. a1¢ me ccm+✓rmy Ma �'. ,9+'-"`� 1 i Florida Building Code Online Page J. of 2 Florida Depanmentof BCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Stats & Fads I Publications I FBC Staff I BCIS Site Map Links I Search I Busines product Approval Professi al .USER: Public User Regulation Product Aporoni Menu > Product or Application Search > Application List > Application Detail • • FL # . Application Type r Code Version 41111111111im— Application Status Uprgyal� Comments Archived Product Manufacturer tries, " Address/Phone/Email. 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Authorized Signature Frank Bernardo frank@engexp.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@to-alum.com Quality Assurance Representative Address/Phone/Email Category Subcategory A- CompBance Method ", Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer, ,, . • " Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bernardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By ORLANDO L. BLANCO, P.E. Z Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL13757 R3 COI Cert Indeo.odf FL13757 R3 COI Cert IndeD2.odf FL13757 R3 COI indeD3.odf Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL13757 R3 Eouiv Eouiv Std.odf FL13757 R3 Eouiv Eouiv Std2.odf ,y http://flondabuilding.pr.a/pr/pr_appx dtl aspx?param=wGEVXQwtDgvgk7yHMuovbmROE..::. 8/19/2013 F1'oridaBuilding Code Online. .Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Method 1 Option D 04/26/2013 05/31/2013 O6/24/2013 Summary of Products 1 .. _ FL # Model, Number or Name Description 13757.1 16.8 Accordion Shutter, ; = Large Missile Impact Resistant Accordion Shutter System Limps of Use Installation Instructions Approved for use In HVHZ: Yes _ FL13757 R3 II Dwq 13757.1.odf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes - Deslgn Pressure: N/A Evaluation Reports Other: See Installation drawings for allowable span/pressure FL13757 R3 AE Eva] Rgt2.odf combinations and additional limitations of use. Created by Independent Third Party: Yes. 13757.2 16.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use In HVHZ: Yes -. FL13757 R3 II Dwq 13757.2.gdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation drawings for allowabie'span/pressure FL13757 R3 AE Eval Rpt.odf combinations and additional limitations of use. - Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use In HVHZ: No FL13757 R3 II dwq 13757.3.0f Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other: See product drawing for additionaliinformation, anchorage, etc. FL13757 R3 AE Eva] rot 137573:0df Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, CoovMght 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record: If you do riot wish to supply a personal address, please provide the Department with an emall address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Aocepts: securitvatwrtucs h4*//floridabuilding.org/pr/pr_appjtl.`aspx?param=wGEVXQ*tDgvgk7yHMuovbmRcE:: ,:8/�19/201a3 TABLE ALLOWABLT FOR USE WITHIN 1 AN SCHEDULE THE HVHZ DESIGN WIND LOAD (PSF) HVHZ POSITIVE WIND LOAD WITH UNIMATE ® HVHZ POSITIVE WIND LOAD WITH CENTE�MATES Ze OR 31 & 32 OR 3s 8 34 HVHZ NEGATIVE WIND LOAD ALL CONDITIONS NS 23,9 168° 168" 168" 25.0 164' 156" 150", 30.0 147" low 168" 35.0 142" 160' 166" 40,0 137' 146" 16W 45.0 133" 141' 166" 60.0 12B" 137" 166" 65.0 126" 134" 166" 60.0 124" 131" 14V 86.0 121" 128" 143' 70.0 11B" 128' 137" 75.0 117" 124" 133" 80.0 116" 122" 12V 86.0 113" 120" 12V 90,0 112" 118" 121" 05.0 110" 117" 118° 100,0 109" 116" 116' 105,0 107' 112" 112" 110.0 105" 110" 110, 115,0 106" 107" 107" 104" 106' 106" 103" 101" 98' F 06, 02' 89" BB" B3' 165.0 81' 170.0 78°' 176A 78' 180.0 74' 1 B6.0 72' 190.0 70" 186.0 or 200,0 88" b.b HU..UKUILAN �)I-IU 1 1 CK FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 MINIMUM SEPARATION FROM GLASS FOR USE WITHIN THE HVHZ POSITIVE DESIGN PRESSURE (PSF) SHUTTER SPAN MINIMUM SEPARATION FROM GLASS INSTALLATIONS INSTALLATIONS 53VABOVE >30'ABOVE GRADE GRADE (IN.) (IN.) 29.3 166" 6.T' 3.6" 30 60" 98'. 120" 168" 6.7" 9.6" 40 00" $.o" 1,1" 99" 3.0" 1.8" 108" 3.D" 1.6" 12V 3.0' 2.2" 132' 6.7" 2.8" 145' 6.7" 3.6" 50 00" .0" 3 1.1" B8" 108° 1 3.0" 2.0" 120' 3.0" 2.5" 137' 5.7' 3.6" 00 60" 3.0" 1.2" w 30' 1.0" 108, 3.0" 1 2.2" 131" 5.71 3.6" 70 10" 3.0" 1.2" 84' 3.0" 10 89" 10" 2.0" 128' 5.71 3.5" 80 00" 30 1.2" 84" 3.0" 1.7- 98" 3.0" 2.3" 118° 3.6 3A" 110 80" 3.0" 1.3" 84° 3.0" 1.8" 1 llo" 3.3" 3,3" 120 60" 3.0" 1.3" 84" 3.0" 1.8" TABLE 1 AND 2 NOTES: 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORID& 2, DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. HURRICANE PROTECTION TABLE 4 ALLOWABLE SPAN SCHEDULE ASTM WIND ZONE 4 & ESSENTIAL FACILITIES ONLY POSITIVE DESIGN PRESSURE (PSF) SHUTTER SPAN MINIMUM SEPARATION FROM GLASS INSTALLATIONS INSTALLATIONS 930'ABOVE >301ABOVE GRADE GRADE (IN.) ON.) 30 BO" 3.1" 1.1" B9" 3,1" 1.4" 120" I.T. 1,9" 160, 1 6.&I 3.6" 40 89" 3.1" 1.6" 108" 3.1" 1.8" 120° 31" 22" 132" B.0" 2.7" 168" 6.8" 4.3" 50 80' m., 1.1" 1" 3.1" 1.7" 108" 311" 2.0" 120' 3.1" 2.6" 132" 5.8" 3.1" Im, 6,8' 6.2" Be Bo" 3.1, 1.1" 100, 3.1" 21" 120" 3,1° 2.T' 140' 5.8" 6.0" 70 60, 3.1" 1.1" 84" 3.1" IN, 00" 3.1" 1.0" 120" 3.1" 3.0' 137" 6.6" 4.5" 80 00' 3.1° 12, 84" 3.1" 1.8" 09" 3.1" Zr' 120' 3,7" 3.8" 12l' 5.8" 3.T' 110 80" 3.1" 12" 84" 3.1" 1.0" 99" 3.1" 2.6" 110" 3.3" 3,3" 120 84' 3.1" 1,8' 00" 3.1" 2.8" 106" 3.1" 3.0' m TABLE 3 AND 4 NOTES: e�aF 1. NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER THANw4 6666 MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN ° w SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN, m $ R 3. NO SEPARATION FROM GLASS IS REQUIRED FOR CO<ryWGxtT8�80.TtAeDDP2 INSTALLATIONS IN WIND ZONES 1 THROUGH 3 OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES, 1 1-TCM-0005 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND SCALE: - Jul OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT PAGE DESCRIPTIONf IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT ov PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, 9� THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED, GENERAL NOTES: 1. THIS_ SYSTEM_ HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING _ �nnio nn�n Tuc 2. POSITIVE AND NEGATIVE DESIGN VKCabUKt:b LnwULAI Cu rvn we r r' DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE oiEitgUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND C mmn rnnc cw6i i RF 1 Fcc THAN OR FOUAL TO THE POSITIVE OR 3. 4. TESTING WAS CONDUCItU 1N AUI UKUAN" wain IJAZ cuifcvciwa ­....+�.. ".�.,., .._�....,�-��. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 5. SAFETY FACTOR. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND 6. LOAD DURATION FACTOR Cd - 1.6 WAS USED FOR WOOD ANCHOR DESIGN. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR (L WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd -0.85 N 7. SHALL BE USED. fz THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC w 8. SITE. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. THIS CERTIFICATION IS VALID FOR USE IN CONJUNCTION WITH THE MOST = 9. CURRENT REVISION OF FLORIDA PRODUCT APPROVAL #FL13757. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 10. THE STRUCTURAL SUBSTRATES DETAILED HEREIN. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY R%UIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICE SED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRAWING HIS/HER APPROVAL. il. . EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVELTAD 201 TM E & 203E1996 & E330 FLORIDA BUILDING CODE APPROVED 12. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. 13. ALL BOLTS AND WASHERS CEXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A J MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4" 0 OR 3/16"0 5052 ALUM. ALLOY, 14. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 15. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 16. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 17. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN, RADIUS OF 10". 19, ALL STEELIIN CONTACT WITH ALUMIN M SHALLL BE PAINTED OR PLATED AS PRESCRIBED IN THE g ABOVE -NOTED BUILDING CODE 20. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD, FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN o ec, ioec AC PInTFn TN TARi F 1 ARF TN THE DIRECTION TOWARDS THE HOST STRUCTURE AND N.T.S. wC li-TCM-0005 1 a 2.874" -r 0 I a. 143" 195" �'• .. 0NNc .6 .062'� N o N ti 11 rv095" 62' N 2 .630 200' 1.069' 630' 200 m 1.510' -062" 630' 1,510' r m 08' 30 1.250" .971'• .588' 2.721' .09t01095' y.1.069' 2.822" - . ,971" .030 2.748' .095" 3.610" O BUILD OUT WALL O HEAVY 2-LEG WALL LI M 2-LEG WOALL HEAVY HEADER/SILL LITE HEADER/SILL O SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF- SIZE 6 SCALE: HALF SIZE WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' -_ 1,825' .875' 2.1951.230' OSILL O8 SILL ADAPTER SCALE: HALF SIZE SCALE: HALF SIZE 4.603" 30.225" .. .. . _ �,, 314.. Tit 4,140" .. .043" 25'06250" .29�.150R,030R .054" .0" 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER ygl• SCALE: HALF SIZE SCALE: HALF SIZ Sy 4.510" 4.102" 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE: HALF SIZE ,510' N N ( w Il� '105' cu L, I.TYP E I YP pi m cu ---JL 4.510' 10 EXTENDED SILL ADAPTOR Og EXTENDED SILL SCALE: HALF SIZE SCALE: HALF SIZE 2.655' 2.365' ,510' 085 .460• .895' M o IIII Pn N .621• ,�I 2.195781, k---- 0 4.510' -X 11 MID SILL 12 MID SILL ADAPTOR SCALE: HALF SIZE SCALE: HALF SIZE 1.994' 143' .143' 1,708' a • o� o N 3.410' ].721' ,133' 1.096 c� •O 2" 2.622' 0.115' II N g RADIUS CEILING HEADER/SILL ° fl;°eo a SCALE: HALF SIZE 630' ,080' rtw-i M 0.080' .420' 1 GB fi(G1�it5Ai35R 1 L sL'A"CE'HA�F`sl3- 1g WALL SILL CLIP SCAI.F.: HALF SIZE 1,570' .510' 069 o N m 0.080' 0.117' N IIII L81 m U lIt i 18b .621' WALL SILL II .080' SCALE: HALF SIZE 11-TCM-0005 0 .3750 .'.125' 2.01810, NN 0-24 S REW THUMB ^ lO Z L� m o N N w > I 5' MAX. t FOR USE WITH 19 ANGLEf Aj LF ® AND ® ONLY SCALE: HALF SIZE 21 SLIDE ROD SCALE: HALF S1ZE 250' NYLON WASHER pOR ALUMINUM NS;..E INYLON BUSHING OPTIONAL) 14 x 2-3/4" 410 HT S.S. CREW W/ C ULTRACOTE COATING YP TOP 8 BOTTOM) WASHER: 7/16"0 x 1/2" @ INTERIOR JOINT TOP 7/16"0 x I" INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 24 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE 1.110• ,443' 443 L084' N_ LO68' 3,443' 2092g 2003 6.8 CENTER MJ -; SCALE: HALF SIZE 357' .276' m .062' N N .154' .137' 26) BOX CENTER INSERT SCALE: HALF SIZE .236' N IL 31 MALE BOX CENTER SCALE: HALF SIZE STAINLESS STEEL ASSEM.3200BLY a o HOLE m NYLON 050 WHEEL 1.100" .240" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. CYLINDER -SOLID BRASS, NICKEL PLATED 22 ROLLER ASSEMBLY HOUSING -ZINC OICAST,POIWOER COATED SCALE: HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE OR THUMB TURN OPERATED INSIDE. 23 BRASS PUSH LOCK I` SCALE: HALF SIZE RAINGUARD SCALE: HALF SIZE 32 FEMALE BOX CENTER SCALE: HALF SIZE 4.000' ,500' t` o M m 224' 2.000' P8 DECORATIVE FLOOR TRACK SCALE: HALF SIZE 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALE: HALF SIZE SCALE: HALF SIZE 7/16"0 STAINLESS-• STEEL NUT 5300' x 13/16' WIDE �`-�'.400' HEAD STYLE VARIES A 30 38 THUMB SCREW If SCALE: FULL SIZE 1/¢-20A OR S�18-18A MnCnINE SCREW TAINLESS M 5/16"0INTERNAL STEEL c:D,.188' THREAD c rvP, 37 T—SCREW INSERT N 4.500' ,L-f.689' POWDER COATED, ZINC DIE-CAST SCALE: FULL SIZE SECTION A �bi1�rTR��E�Ysi�S 36 T-LOCK ADAPTER. I 7aoo• t (OPTIONAL) d 35 BOX LOCK., SCALE: HALF SIZE 39 2X7 ANGLE SCALE: HALF SIZE SCALE: HALF SIZE. Ic" NOTE: ATTACHMENT SCREWS FOR ' END STRIPS SHALL BE #10 TORX OR PHILLIPS DRIVE SCREWS, ONLY. ¢¢4g 5@ EHAND-TIGHTENED OD La 55END sl-TCM-000o k.254, STRIP 1" 2" & 3" EXT SCALE: HALF SIZE a a FASTS @ 18" D.C. ME A (JCHOR SHOWN ANCHO 'sC HEOULE). EMBED. 17 ff EDGE IST. 13 1 USE (1) BRASS PUSH LOCK OR (1) 5/p16-18 THUMB SCREW Ippp}1��))0 THREADED TO 2R/3 S'P'AN FROM SPAN BOTTOM OF SHUTTER DIST. EXISTING GLASS a EXISTING GLASS EDGE DIST. 9r ar��99 l7 � a' EMBED SILL., (INTERIOR)LLo1LLLLLo333333 ' AL DIR CTION OF, GL LEG ,I (EXTERIOR) TYPICAL PLAN VIEW SCALE: 3" = 1'-0" 1 MI .0. THICK 6063-T6 A UM. NGLE 1" x 1" MIN. O 2" " MAX. (ANGLE LEG 3 AY 'REVERSED) _ AS ER @ 18" O.C. (USE ANY 13 ANC +7A SHOWN IN ANCHOR 27 13 SCOULE, i" MIN EDGE DISTANCE). TO & #1 -x 1/2" GALVANIZED BOTTOM S.S. SMS, 3/16"0 ALUM. 1/4-20 t' UMBSCREW INTO OP RIVET, OR 1/4-20 THREAD -1t].LE. LOCATED @ MACHINE BOLT & NUT 1/3 SPAN 2! _P @ 18" O.C. BOTTOM OF Sh - BLADES 58'-3". USE TWO THUMBSCREWS ON BLADES > 8'-3", ONE @ 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CE14TER MATES OF BLADE, TYPICAL. FOR LOCKING SHOWN ON RANDOM SHUTTERS, A BRASS PUSH LOCK 23 DETAILS MAY BE SUBSTITUTED END STRIP SCHEDULE (INSIDE) SILL W � I p 1 USE (1) BRASS PUSH LOCK OR (7) 5/16-18 THUMB 'y SCREW 1y7O THRTEADPED d INSERT 87) AT IN SAN BOTTOM OF SHUTTER I C (OUTSIDE) 23 OTYPICAL OUTSIDE CORNER, CLOSURE FOR GREATER SPANS OR LOADS CCt IN END STRIP DETAILS WO/CORNER POST SSCCn ULE,vEND STRIPSRREQUIREA NTS &.XI' .090" CLIP ANGLE M[D SPAN \ U51NO ANY ANCHOR ON THE 13 ANCHOR SCHEDULE 8 8103/4' TEX SILL SCREW OR 1/4-20 BOLTTO END S OCC2 TYPICAL INSIDE CORNER CLOSURE Oijia DETAILS WO/CORNER POST�g NTS •� N.yW{X� —«mcom mi�i_® lY�tk� a„ iE�liISY 0� �lilS� ik!`ikZ7 l��if8il� OiFI➢i tilif� lb�ifiYi lik�iDk)li ti�fiF7 llilif3� fl�ifCili i7clifClli -1-131 ©3 /29a 296 1 \-1/4-20 THUMBSCREW (EXTERIOR) INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1'-0" SEE END STRIP SCHEOULE FOR MAX. SPAN WHEN USING 40a, 401, OR 40c FASTEN STARTER STRIP TO TRACK W/ 2/1i10x 1" SCREWS AT CORNER ALTERNATE END STRIP DETAIL (HAND -TIGHTEN ONLY) SCALE: 3" = 1'-O" ANY TRACK W/SCREW BOSSES. EXISTING GLASS ? USE (1) BRASS PUSH LOCK (INSIDE) J�lr'•._; OR E 5/0 ,N THUMB ,a)" 3' SCREW I -THREADED INSERT 37 AT 1/3 SPAN SILL z�rlp BOTTOM OF SHUTTER ll i jLL U '"LL�j w c9 �m�3Wo 3 UJ rL U) " q LU rn U) W -• .,off (OUTSIDE) I L 11-TCM±n USE (1) BOX LOCK AT 1/3 PAGE DESCRIPt SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1'-0" 2 FASTENERS EACH ANGLE — T'x2"x1/8" OR 2" x 2" x 1/8" ALUM. ANGLE - THREE 3/16"0 ALUM. POP RIVETS OR TABLIff XP(ca) PRESSUREVSAUAWABLELE GM PSF 2"x2°x1 8 No B/6 " 3"x9"x1 " No B/ 62 130` 188° 72 124' 179' 82 I19' 172' 92 LL4' 165` 102 110' 160' 120 104' 14T 160 97^ 131" 2I 69° ua^ C2 CONNECTION TYPE REFERENCE ANCHOR EXISTING fit\ SCHEDULE FOR MAX. STRUCTURE S SPACING " I 01 CONNECTION TYPE 1/4-20 MACHINE D.C. ^ \ REFERENCE ANCHOR W/NUT @ 12" SCHEDULE FOR MAX. ® #14 SMS @ 6" O.C. SPACING 1/ (I YP TOP & BO IrA g ALUM. TUBE SEE TA 6 ALLOY SEE TABLE A FOR SIZE. w SC�ORLre1�0� w OR VfY Q ALTERNATE THRU BOLT C1 CONNECTION TYPE Fat Jx o r REFERENCE ANCHOR w O �^ SCHEDULE FOR MAX. fp1 13 F' u u1 13 1� SPACING I! � ._ r. <. GLASS nTMnll h FOR NYHZ = w a w OR DOOR ---11 vl w a 17 II � � U 5 ORA1�2 X�Nm 3/16"0 ALUM. POP I SEPARATION Q T Q 17 RIVET OR #12 5M5 / .�',-, TO CLASS r F' @ 18" O.0 ITYP.) _ "Wq��� _ z (((j��OR 6 R _ MAY USE MALE OR N ���/� an FEMALE LOCK -SLAT) O I ALTERNATE THRU BOLT 1•' 1/4" MAX. FROM PIN O 05 CONNECTION TYPE 01 CONNECTION TYPE GUISE BUSHING TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR f ' - WASHER (TYP.1 CC3 NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. IF 1" 119 SPACING it --_ J 14xT SMS CC)9" O.C. `� ANGLE LE TO TURF. CONNECTION EXISTING CONCRETE 2" 2" 125" TABLE B (cm) PRESSURE VS ALLOWABLE LENGTH PSF 2"x2"x16° WLTH /O 350°x1 ° W1h1 0 62 113' 166" 72 107" 1ST 82 f01" 147° 92 95' 139° 102 90' 132" 120 83' 122° ISO 74' 109° 0 64' 94' 3/16 RIVET OR #12 SMS . @ IS" O.C. OR 1/4-2 17 NUT & BOLT (TYP.). 3/16"m ALUM. POP ALUM. TUBE RIVET OR 412 SMS 6063-T6 ALLOY @ 18" O.C. ITYP.) SEE TABLE B FOR SIZE. 2 FASTENERS EACH ANGLE 1" x 2" x .093" 6063-T6 ALUM. ANGLE, TYP. THREE 3/16"0 ALUM. o POP RIVETS OR 17 THREE #12 SMS, TYP. 0 0 1"x2"x1/8" OR 2" x 2" x 1/8" 13 ALUM. ANGLE USE MALE OR FEMALE LOCK -SLAT) CC4 TYPICAL CORNER CLOSURE DETAILS NTS BLOCK OR WOOD FRAMING EMBED. 6063-T6 ALUM. '1 UBE 5 CONNECTION TYPE 1-1/2" MIN. FOR CONCRETE OR BLOCK AND 3/4" MIN. REFERENCE ANCHOR SCHEDULE FOR MAX. FOR WOOD SPACING ASTENER @ 18" D.0 Cb ALTERNATE BUILD OUT MOUNT SECTION (USE ANY ANCHOR SHOWN SCALE: 3"v 1'-0" 1412 x 1/2" GP OR S.S. SMS, POP RIVET. On .11-1.. MACHINE BOLT & NUT SCALE: 3" La1 18" O.C. 11-TCM-0005 ICAL99 01 •AOE DESCRIPTIONt p9� C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING 1. FOR &M SCHEDULE FOR MAX. STRUCTURE FORAM ❑- Vbd boo b W a zone 4 ow a AK S" MAX. Cl CONNECTION TYPE w GLASS ❑ T GLASS ESSENTIAL 0: �m REFERENCE ANCHOR 79 OR DOOR ESSENTIAL r. a - OR DOOR EAQUTEs Fw- w > > ¢ SCHEDULE FOR MAX. /2 O FACILITIES r¢ m SEE TABLE 4 r m W❑ SPACING SEE TABLE 4 z & FOR HWZ 13 7 r y & FOR H4HZ 13 N w a o SEE TABLE 2 r z w w N N •- FOR MIN. L'J 1/4"-20 THRU BOLT W/ FOR IpN 2 ¢ _ a #12 x 1/2" SMS @ 12" O.C. SEPARATION X w tt a co a I ry,R�OJ LOCK NUT @ 12" O.C. OR SEPARATGN z r F m OR 3/16"0 ALUM. POP 10 CLASS F J w o V}L O #12 x 1/2" SMS @ 12" D.C. E.S. TO GLASS z F ¢ RIVETS @ 6" O.C. OR 1/4"0 w w OR OR 3/16"0 ALUM. POP w=r ALUM. POP RIVETS @ 12" O.C. Q RIVETS @ 6" O.C. E.S. FOR ASM OR 1/4"0 ALUM, POP RIVETS J M 71 AND -- 1/4" MAX. FROM PIN @ 12" O.C. E.S. ASSEMBLY GUIDE TO BUSHING g 1/4" MAX. FROM PIN 1/2" 1/2" TYP. S Q AND f0 GUIDE TO BUSHING WASHER (TYP.) FACILI➢ES WASHER (TYP.) o - GLASS ryryry SEE TA7lE5 ASSEMBLY 1/2" 1/2" TYP. EXISTING CONCRETE,ml CONNECTION TYPE OR DOOR --II SEE TA[iLE 4 o 1./ BLOCK OR WOOD FRAMING "� REFERENCE ANCHOR u & FOR IN"Z EDGE SEE TABLE 2 go DIST. SCHEDULE FOR MAX. FOR MIN. W 3 CONNECTION TYPE SPACING AS SHOWN EDGE REFERENCE ANCHOR 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) STO CASE SCHEDULE FOR MAX. REFERENCE ANCHOR TO GLASSDI SPACING AS SHOWN SCHEDULE FOR MAX. t7 1- SPACING CONNECTION TYPE IN DIAGRAM ON PG. 10) SPACING. ALT. FASTENER ❑ 0 (A-13 6 R YY�CCJJJ REFERENCE ANCHOR EXISTING CONCRETE, LOCATION. FRONT AND SCHEDULE FOR MAX. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMIN 2" SPACING. ALT. FASTENER WITH THIS LOCATION Cl CONNECTION TYPE LOCATION. FRONT AND REFERENCE ANCHOR \ 1/4" MAX. FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. WITH THIS LOCATION SCALE : 3"= 1'- 0" SPACING -05 CONNECTION TYPE / PIN GUIDE T(R) BUSIIING WASHER INSIDE MOUNT SECTION REFERENCE ANCHOR O ' (TYP) SCHEDULE FOR MAX. SCALE : 3"= 1'- 0" EXISTING CONCRETE, SPACING BLOCK OR WOOD FRAMING EMBED. / CD BUILD OUT MOUNT SECTION TEXISTING CONCRETE, SCALE :3"= 1'- 0" YP. BOT TO -LOCK OR WOOD FRAMING EXISTING CONCRETE, m 9o) NG EMBED; Ow 1= ��.�'/ I FOR ASIM-lYm4 I'd GLASS OR DOOR F 4 FOR 1/4-20 S S. MACHINE 1 SEE TA SCREW & NUT @ SEPARATION TO 12' D.C. T3 a a S 6 ry © OR 71 3" x 3" x 1/4" CONT. 6063-T6 ALUM, ANGLE E (MAY BE REVERSED u� AS SHOWN DASHED) Op WALL MOUNT SECTION SCALE : 3"- 1'- 0" GLAM OR DOOR tt a.,#12 r W x 1/2" SMSS @ 12 O.C. OR 3/16"0 ALL"f W W r w r J m 7 7 POP RIVETS @ 6' O.C. r M y ❑ O OR 1/4"0 ALUM. POP =yzur r w RIVETS @)12"O.C. VIW OVIJ aj�zQ O7 AND OB E: ow M ~ ASSEMBLY - 1/2" GUIDE TO BUSHN TYP. WASHER (TYP.) 1/4" MAX FROM IN GUIDE TO BUSHING 0000NNECTION w7..w7:'llPACING I FERENCE ANC 0 WASHER (TYP.) HEDULE FOR M EXISTING CONCRETE, AS SHO BLOCK OR WOOD EXISTING CONC CONNECTION TYPE IN DIAGRAM ON PG. FRAMING BLOCK OR W000 FR FERENCE ANCHOR C4 CONNECTION TYPE tt12 x 1/2" SMS HEDULE FOR MAX. ALT. FASTENER REFERENCE ANCHOR O.C. OR 3/16"0 AACING. FRONT AND SCHEDULE FOR MAX, POP RIVETS @ 6CATION. ANCHORS NOT REO'D SPACING OR 1/4"0 ALUM.CK TH THIS LOCATION RIVE15 @ 12" D.C. OE CEILING / INSIDE MOUNT SECTION SCALE: 3"= 1'- 0" 1/4-20 MACHINEP074T,•" W/NUT @ 12" 01. R: #14 SMS @ 6" ZC�: (TYP. TOP X BLST�h,I) s w. rw wwrJm 13 DNS❑o w =y zu� �mov� Q?¢zQ Oar a� 11CIMAx. FROM PIN GUIDE TO BUSHING WASHER (TYP.) FEMBED. I E ON`TYPE�AE 14 N f REFERENCE CHAR SCHEDULE FO MAX. Sp ACING / 1/2•, &RO2 w r 0 a w ❑ a r lY FOR lux, 13 1 T❑O ASS OR - ❑ z iOR IIIIIf FOR HVHX- SZ X Z z N SEE TABLE 2 ¢ Q . EFOR a.41 MIN5 LA TO GLASS Q w F w Q 1/4" MA, FROM PIN GUIDE BUSHING 1/2 &RO WASHT (TYP.) C2 COOONN-'NEC71ON TYPE EXTRUSION �2 CONNECTION EXTRUSION 1 REFERENCE ANC :R SCHEDULE FOR X. SPACING EXISTIN NCRETE, BLOC 000 FRAMING I m �2T �� SECS SCALE : 3"m 1'- 0" 11-TCM-0005 OVA FOR ASTM Wed Zone 4 AND FSSENIIAL FACILITIES SEE TABLE 4 & FOR HVII Z J u- vi EXISTING STRUCTURE ALT. LFG DIRECTION 1/4-20 MACHINE GLASS SEE TABLE 2 FOR ON. OR SEPARATION TO GLASS 13 p (2) 6063-T6 ALUMINUM BOLT W/NUT DOOR o 0: w a r ANGLES PER BEAM END, 512E PER SPAN TUBE @ 12" O.0 OR u M j ¢ 0 G 1/4"� ALL POINTS SOLID 1 SCHEDULF - 1314 x 3/4" SMS 6" 0 C. Z 0 SET ANCHORS - SPAN TUBE �,w„a M M 1 Z WITH 7/0" MIN. _ EMBEDMENT IN ( —PER DESIGN ' X 0 CONCRETE OR ACCESS HOLE SCHEDULE r VI w BLOCK, 3" MIN SPACING AND m LD o GE w 0 JN X DISTIANCE. - ~ z� 5 6 3" MI 14 16 0:w O m m ED. GIST. '� N ix I/2'• 1 n 1/4" MAX. FROM PIN GUIDE !t ooN. FOR ASIM Wnd Znn 4 AND ES SEE TABLE 4 & FOR HVH7 SEE, TAB E 2 13 0 a Z - w a w •',I TO BUSHING WASHER (TYP.) CLASS OR DOOR FOR MIN. SEPARATION TO GLASS w 0 m TWO 1/4"0 WOOD 1/4"0 THRU BOLTS Fmr LAG SCREWS @ 24" SEE BEAM r D.C. MAX. WITH 2" 3" MIN. SCHEDULE FOR ~- w THREADED PENETRATION "T" INTO CENTER OF STUDS E0. DIST. •REQUIRED NUMBER 5 6 � 14 16 u x w MAX. FROM PIN GUI EMB. "T' 14 SMS P MIDSPAN BETWEEN - TO BUSHING BUSHING WASHER 1T PLYWOOD & STUDS FOR TRACK TO 1" TUBE CONNECTION x 4" L SPAN TUBE SCHEDULE S fill ALLOWABLE TUBE NUMBER OF NUMBER OF ANCHORS PER 1. MINIMUM ANGy TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH i i SIZE SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 80" 123.8" 135X 2 2 2 8 4" 7" 2" 98" 101.7" 106.0' 2 2 3 3 7' 7" 0.126' 123" 89.9" 94.4" 2 2 3 3 7" 7" BD" 120.1° 167.0" 2 2 2 3 4" 7" 2'x8'x 06" 114.8° 124.1" 2 2 3 3 7" 7° 0.126° 123" 102.8° 109.6" 2 2 4 4 IV 10, 60" 138.0" I90.9" 2 2 3 3 27<B"x 96" 122,7" 15S.7" 2 2 3 4 0.126° 723" 116.4° iVA" 2 3 4 6 00' 100.1" 240.0" 2 2 3 4 2"k70"x 98" 140.0" 2299" 2 3 4 D.1876" 723" 132.2" 203.1" STUCCO FINISH— \_1" x 4" x ,125" SET ANCHORS .- SPAN TUBE PER DESIGN 6063-T6 ALUM. TUBE WITH 7/8" MIN. {-• SCHEDULF. EMBEDMENT IN - THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT EXBL CEEDS THE MAX. ALLOWABLE ANCHOR SPACING. SPAC NG ANIO 3" I l21 6063-T6 ALUMINUM W/ NUT @ 12" O.0 OR 4114 x 3/4" SMS @ MIN EDGE OWALL MOUNT SECTION THIS DETAIL MAY DIST ANCE. ANGLES PER BEAM END, SIZE PER SPAN TUBE 6" O.C. SCALE : 3"= 1'- D" ALSO BE USED EXISTING SCHEDULE ACCESS HOLE AT TOP STRUCTURE ALT. LEG DIRECTION -GLASS OR 000 SEE TABLE 2 FOR FAN. SEPARATION 10 GLASS OPASS THRU DETAIL SCALE : 3"= 1'- 0" EMBED. MAX. DESIGN LOAD = x 72 PSF O BEAM SPAN SECTION w J SCALE : 3"= 1'- 0" d f o 73 D N ,A n M )( Q a L M 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4" TILE ITYP.) FINISH MAI ERIAL I 3/4" PLYWOOD r 1/4"6 A325 GRADE THRU BOLT @ 7" O.C. OR 5/16"0 A325 GRADE THRU BOLT @ 12" O.C. GALV. OR S.S. _ 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 5" O.C. W/1-1/4" MIN. EMB OR 1/4"0 LAG SCREW @ 9" O.C. W/1-7/8" MIN. EMB. IN WOOD SG=0.42. TO 0.55. 2" x S" x 1/B" CONT. ALUM. ANGLE (6063-T6) (MAX. DESIGN LOAD ± 72 P.S.F.) SDAN TUBE SCHEDULE NOTES: 2°x x1 2"x5 4 x " ANGLES FOR 2"xS" & 2"x6" BEAMS. 2. USE 2"x5"xl/4" ANGLES FOR 2"x8" & 2"x10" BEAMS, 3, USE BEAM SCHEDULE FOR DETAIL J. 4. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. 5, SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS, ANCHORS, ANGLES AND BOOVLTS) WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS ABE AND BELOW THE BEAM. 6, LAP BEAMS ARE NOT ALLOWED. 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. "'x 4 w 2"5" x 1/8" 6063-T6 w�??� ALUM. ANGLE W/ THREE 1/4"0 WOOD LAG �M=w0 SCREWS WITH 2-3/4" 13 ==Z •- MINIMUM THREADED PENETR. "T" IN WOOD @ X Z D Z m EACH RAFTER OF TRUSS, 4 w- i W. Q a ~ 24" O.C. MAX. WHERE N ANGLE EXTENDS BEYOND a LAST TRUSS MORE THAN 6", EXTEND ANGLE TO NEXT TRUSS. MOUNT SECTION OTRUSS SCALE 0 E w u ll-TCM-0005 P%CALE: 3" = I•-0" U SCALE: 3" = V-0" .. ��ii A�.%deMnNNARDO. P.E_ z• a � t fO� W gG V) z 3 zgx CW 6 b W •• ty0� 11-TCM-00051 9 ANCHOR SCHEDULE: CONCRETE G O ANCHOR 1J4° ITN TAPCON WITH 1-3/4' EMBED (3192pS1 MIN CONC) LOAD (pso 48 2.5" MIN EDGE DISTANCE - `DO CONN Cl C3 16.0" 16,0" 16.0" TYPE Cr, I C6 16.0" 16.0" 16.0" Spans Up To W-8" CONN TYPE Cl C3 C4 CS C6 16.0" 16.0" 11,5" 11.0" 16.0" 14.0" Spam DDTo CONN Cl � C3 16.0" 16.0" 7.0" 13'-0" TYPE CS C6 6,5" 11.0" 9.5" 62 16.0" 11 13.0" 12.5" 16.0" 15.5" 16.0" 16.0" B.5•' 7.5' 15.0" 11.0" 13.0" 31.5" 5.0" 4.5" 7.0" 7.0" 72 110 16.0" 18.0" 16.0" 16.0" 11.0" 6.5" 30.0". 16.0" 10.0" 13.5" 9f 16.0 16.0" 9.0" 7.0" 4.5" 6.S' 3.5" 11.0 5.5" 9.5" 6.0" 30,5" 8.5" 9.0" 7,0" 4.5" 3,5" 4.0" 5.5" 6.0" 200 8.5" 7,0 3.5" 3.0" 4.S' S.0" 8.5" 7.0" 3.5"' 3,0" 4.5" 5,0" 8.5" 7,0" 3.5" 3.0" 4,5" 5.0" 16.0" 16.0" S6A" ', 16.0" 16,0" " 11.5" 10.5" 16.0" 14.5" 15,5- ' 7.0 9.5" 9.5" 16.0" 13.5" " N6 16,0" 16.0" 8.5" 7,5' 13.0" 11.0" 11.0" 10,0" 5.0 6.0" 7.5" 72 16.0" 16.0" 11.0' ' 16.0" 14,0"' 15.5" 7.0" 6.0" 9.5" 9.S' 9.0" 8.0" 4.5" 5.0" 6.5" 110 14.5" 14.5" 6.5" 5.5" a.5" 9.0" 9,0" 7.5" 4.0" 4.5" 6.5" 7.5" 6.0" 3.5'• 5,5" 200 7.S' 6.0" 5.5" 7.5" 6.0" 3.S' 5.5" 7.5" 6.0" 3.5" 5.5" 1/4° ELCO CRETEFLEX 554 W/ 2° EMBED (3350ps1 MN CONC) 40 16.0" 16.0" 16.0" 16A" 16.0" 16.0" 36.0" 16.0" 16.W 15.0" 16.0" 16.0" 16,0" 16.0" 30.0" 62 16,0" 16.0" 16.0" 16.0" 16.0" 16.0" ..0" 16.0" 12.0" 10.5' 16.0" 16.0" 14.5" 13.5" 7.0" 6.5" 8.0" 11,0" 72 110 200 16.0" 16.0" 10.0" 16.0" 16.0" 8.0" 15.5" 9.0" 5.0" ICY' 8.0" 4.0" 16.0" 11.5" 5,0" 16.0" 13.0" 8.0" 1"" 12.0" 30.0" 16.0" 10.0" B.0" 10.0' 6.0" 5,0" 8.5' 5.0" 4.0" 12.5" 6.0" 5.0" 14.0" 9.0" B4O" 12.0" 30.0" 30.0" 10.5" B.0" B.0" 6.0" 5,0" 5.0" 6,5" 9.5" SJ4" IT1N TAPCON WITH EMBED (3192ps1 MIN 1" MIN EDGE DISTANCE Cl C2 C3 04 C5 C6 Cl C2 C3 CA CS C6 Cl C2 C3 C4 CS C6 48 16,0" 16.0" 7.5" 7.5" 16.0" 7.5" 16.0" 16.0" 5.0" 4.5" 16.0" 5.5" 15.5" 15,5"13.0"3.0"1,"1-3/4° 62 16.0" 16.0" 5.5" 5.5 16A 6.0"' I6.0" 16.0" 3.5" 3.S' 13.0" 4.0" 11,0"L0.0°CONC) 72 16.0" 16.0" 4,5"4.5" 36.0" 5.0" 15.5" 15.5' 3.0" 3.0" 9.5" 3.5" 9.0" 8.0"110 14.0" 14.0" 3.0"8.5" 3.5"9.0"7.5" 4.5" 7.0" 6,0"200 7.0" 60' 3.5" 7.0" 6.0" 3.5' 7.0" 5.0"1/4" µi ELCO ULTRACON WITH EMBED (2700ps1 MTN 48 16.0" 16.0" 12.5" 12.5" 16,0" 13,0'" 16.0" 16.0" 8.0" 7.5" 16.0" 9.0" 15A" 15,5'1-3J4" 62 16.0" 16,0" 9.0" 8,5" 16.0" 30,0" 16.0" 16.0" 5.5" 5.5" 12.5" 7,0" 10.5" 9.5"CONC) 72 16.0"607,16,0" 8.5" Is&, 15.5" 5.0" 4.5" 9.5" 6.0" 9.0" 7.5" 110 14.0" 14.0" 4.5" 4.0" 8,5" 5.5" 8.5' 7.5" 4.5' 4.0" 7.0" 6.0" 20D 7�0" 6.0" 7.0' 6.0" 7.0" 6.0" ('ryj a tg 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8" EMBED B 1/4-20 SS MACHINE SCREW (3000ps1 MIN CONC) 1-1/4" MIN EDGE D15TANCE Cl C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 L5 C6 48 16.0" 16,0" 9.5" 9.5 16,0 30,0 16.0 16.0 6.0 5.5 16.0 7,0" 10.5" 11.0" 3,5" 3.5" 6.5" 4.5" 62 56.0" 16,0" 7.0" 6.5" 16,0" 8.0" 13.5 14.5" 4.5" 4.0" 9.0" 5.5" 7.5" 7.0 4.0 3.5" . 72 16,0" 36.0" 5.5" 5.5" 16.0" 7.0" LO.S" 11.0" 3.5" 3.S' 6,5" 4.5" 6,0" 110 50.0" 10.0" 6,0"3.0" 5.0" 4.0" 206 5.0" 4.0" 5.0" A.0" 5.0" 4.0" 1/4° ALL -POINTS SOLID -SET ANCHOR PO 7/8" EMBED B 1/4-20 SS MACHINE SCREW (3000ps1 MIN CONC) .� 48 3" MIN EDGE DISTANCE Cl 16.0, C2 16.0" C3 I6.0" C4 16.0" CS 16.0" C6 16.0" Cl 16.0" C2 16.0" C3 14.0" C4 I3.0" CS 16.0" C6 16,0" Cl 16.0" C2 16.0" C3 B.5" C4 7.5" CS 31.0" C6 32.0" 62 16.0" 16.0" I6.0" 15.0" 16.0" I6.0" 16.0" 16.0" 10.0" 9.0" 15.0" 13.5" 12,5" 11.5" 6.0" 5.5" 7.0" 9.0" 72 110 16.0" 16,0" 16.0" 16.0" 13.0" 8.0" 12.0" 7.0 16.0" 30,0 16.0 11,0 16,0 10.5 16.0" 9.0 8.5" 5.0 7.5" 4,5 11.0', 5.5 12,0" 8.0" 10,5" 8.5" 9,0" 7,0" S.O" 4.0" 4.5" 3,5" 5.5" 4.5" 6.0" 6.5" 200 B.S. 7.0" 4A" 3.5" 4.5" 6.5' 8,5' 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0" 3.6 4.5" 6.5' 1/4" POWERS SS DROP•IN W/ 114-20 SS BOLT AND 1" EMBED (3000ps1 MIN 48 2.5J8" M[N EDGE DISTANCE Cl 16.0" C2 16.0" C3 16,0" C4 16.0" CS 16.0" C6 Cl C2 16.0" C3 10.0" C4 9.5' C5 16.0" C6 13.0" CS 32.0" C2 12.5" C3 I C4 CS .0 6,0" 5,5".0"CONC) 62 16,0 16,0 12.0" 11,0" 36.0 16.0'" 7.5" 6.5" 10.0" 10,5" 8.5" B.0 7.0" 72 16.0" 16.0"' 9.5" 9.0" 16,0" E 12.5"6.0" 5.5" 7.5" 9.0" 7.0" 6.0" 6.0" 11011.0"11.0" 5.5" 5.0" 6.5 6.0"110 S.5" 5.0 5.5 5.0" 1/4" POWERS SS DROP -IN W/ 1/4-20 SS BOLT AND 1" EMBED (3DOOps1 MIN CONC) 48 3-1/2° MIN EDGE DISTANCE Cl 16.6" C2 16,0" I C3 16.0" CA 16.0" 1 CS 16.0" C6 16.0'• Cl 16.0" C2 16.0" C3 11.0" C4 50.0" CS 16.0" C6 L4.0" Cl 13.0" C2 33.0" C3 C4 CS C6 62 16.0" 16.0" 13.0" 12.0" 16.0 I5.5 18.0" 16.0" 8.0" 7.0" 10.5" 11.0" 9.0" 8.0 5,0" 5,0" 7.5, 72 16.0" 16.0" 10.5"13,0" 13.0" 6.5" 5.5" 8.W' 9.5" 7,5" 6.5" 6.5" SSO 12.0" 11.5" 6.0" 5.5" 7.0" 9.0" 7.5" 6,5" 6.5 6,0 5.0" 5.5" 200 6.0" S.0" 5.5" 6.0" 5.0" 5,5" 6.0 5.0" 5.5" TOP FLANGE 2 x S OUTSIDE ANCH R (SEE SPACING SECTION X) % ..."°+ - 1. •. qq r C7( z O O O 1 x S 1TYP.) 1 x S [0v INSIDE ti% OR (� HEADER /SILL FLAN E TTi :, BOT. SECTION X)EE SPACING , SIDE CLOSEST TO OPENING ET NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. Zaw= SS- W w 6 SPACING DIAGRAM FOR Cl CONNECTION TYPE: (�a .Cmi�CZ - Cl CONNECTION TYPE USING PIECE 0 OR © w Lx� W 393 7/ 8 COMBINATION 2 x S (TYP.) 11 / 1 COMBINATION 10 P 3 y OW 9 / 10 COMBINATION a O 1 7 x 5 fTYP.I 2 x S (TYP.) NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. w SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE ®0 WITI I OUTSIDE ONLY F" o ANCHORS - C4, CONNECTION TYPE USING PIECE Q8 OR 1© WITH OUTSIDE ANCHORS ONLY 7 E e5 ^ �C198 g O m s `I%'• , Q ANCHOR NOTES; F 9 w i. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 1). E o g LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE (P9 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, SHUUTTTDER SELECT SPAN GREATERR c EQNUALL TO NEGATIVE DESIGN LOAD ON AND THAN OR EQUAL TO SHUTTER SPAN, 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE, SEE CONNECTION DETAILS FOR IDENTIFICATION OF , Sf CONNECTION TYPE. 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE u a®� EB ONLY, 9 &e� ®_ 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 8 FINISHES. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO /�DEQsUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR g SIDE CLO§URE PIECES. S.S FASTEN TO NARROW FACE OF D FRAMING FAST "5 ga[ ul�G SCREWS SHALLER (( SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" MIN. WOOD STUD 3 4" IS ` EDGE DISTANCE ACCEPTABLE FOR WOOD FRAMIN HAVE PHILLIPS PAN HEAD OR HEX HEAD, 0)PBUCdOFRPh7(LBERxL9aDPP, 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HHEAD, TRUSS HEAD, OR WAFER 11-TCM-0005 HEAD (SIDEWALK BOLT), U.O.N. SCALE. - O1 PAGE DESCRIPTIONi ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, s DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHER WINGNUT. 10, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. O ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) ® 14 1�4 IV I E E a m mImM//% maKmlp9 %M///%%//%i%///%%//%'/////O ////%11A i3Sf'rNE,1i�////%O///i�'/////%OM/V////%//% M///%%///iy/////%//%i'l//// NZWK/.ME//V/////. ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK O ANCHOR LOAD (I)m 4° MIN EDGE DISTANCE Spans Up To 6'-0" CONN TYPE Cl C2 C3C4 CS Spans Up To 8'-8" CONNTYPE Cl I C2 I C3 I C4 I CS Spans Up To 13'-0" CONN TYPE Cl I Q C3 I C4 CS tf g 5/16" ITW TAPCON XL W/ 2-1/4" MIN, EMBED 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0', 16.0" 16.0" 30.5" 9.5" 15.5" 62 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12.5" 11,5' 16.0" 16.0" 16.0' 8.0" 7.0" 30.0" 72 li0 16.0 16.0" 16.0" 16.0" 10.0" 16.0" 10.0" 5.5" 15.5" 9.0" 4.5" 16.0" 14.0" 6.0" 16.0" 14.5' 12.0" 16.0" 12.5" 10.0" 10,5" 6.5 5,5" -9.5" 5.5 4.5" 15.5" 7.5" 6.0" 14.5" 12.0" 12.5" 6.5" 5.5" 8.0" OR� 3Z to 8 5/16" ELCO ULTRACON W/ 2-1/4° MIN. EMBED 48 16.0" 16.0 13.5" 33,5" 16.0" 16.0 16.0" 8.0" 17.5" 16.0" 1.5" 62 16.0" 16.0" 9,5" 8.S" 16.0" 12.0" 12.5" 5.5" 5.0" 8.0'• 6.5" 6.0" 72 16.0" 16.0" 7.5" 7.0" 14.0" 9.5" 9.5" 6.0" 110 as. 5.0" 5.S" -wl8,5" 200 ANCHOR SCHEDULE: WOOD (G=0.5-51 G s ANCHOR LOAD (Ps) WrANCE Spans Uo To 6'-0" CONN TYPE Cl I C2 I C3 I C4 CS S..ns U o B • ' CON TYPE ' I Cl I C2 I C3 C4 I C5 C1 C2 - " (07 C5 1/4" LAG SCREW WITH 3-3/4 MIN THREAD PENETRATION' 48 16.0" 16.0" 11.5" 1 11.5" 16.0" 36.0" 16.0" 7.5" 7.0" 16.0" 16.0" 16.0" 4.5" I 4.5" 15.0" 62 16.0" 16.0" 8.5" 18.51, 16,W, 16.0" 16.0" 5.5" 5.5" 16,0" 16,0" 15.5" 3,5" 3.5" 9.5" 72 310 200 16,0" 16.0" 11.5" 16.0" 16.0" 9,5" 7.0" 4.5" 2.5" 7.0" 4.0' 2.0" 16.0" 13.5" 6.0" 16.0" 14.0" 11.5" 16.0" 12.0" 9.5" 4.5" 3.0" 2.5" A,5" 2.5" 2.0" 15,0" 7.5" 6.0" 14.0" 11.5" 11.5" 12.5" 9.5" 9.5" 3.0" 2.5" 2.5" 3.0" 2.0" 2.0" 7.5" 6.0" 6.0" a 8 7/16° WOOD BUSHING WITH 1.13" MIN EMBED & 1/4.20 SS MACHINE SCREW "gT�mm VV'�OwY 48 16.0 16.0 9.5" 9.5" 16.0" 13.0" 13.0- 5.5" 5.0" 13.0" 7.5" 7.5" 3.5" 3.0" 4.5" 62 14.5" 14.5" 6.5" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" 5.01 2,5" 2,0" 3.0" 72 12.5" 12.5" 5.5" 5,0" 11.0" 7.5" 7.5" 3.5" 3.01' 4.5" 4.5" 3.5" 2.0" 2.0" 110 7.0" 7.0" 3.0" 2,5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" 3.0" 200 3,51' 3.01 3.5" 3.0" 3.5" 3.0" #14 SMS #14 WOOD SCREW WITH 1 PENETR16.0" OR 1/4"9712- 48 16.0" 16.0" 13.0" 13.0. 16.V 1601160 8.5" 8.0" 16.0" 16,0" 16.0" 16.0" 16.0" 9.5" 9.5" 16.0" 16.0" 16.0" 6.0 6.0" 16.0" 13.5" 12.5" 36.0"16.0"5.0' 16,0" 8.0" 7.5" 4.5" 16,0" 16.0" 16.0" 9.5"3.0" 5.0" 5.0" 12.0" 11.5" 10.0" 9,0" 7.5" 215' 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" ANCHOR SCHEDULE: WOOD (G=0.42) = ANCHOR LOAD (Dsh 3/4" MIN EDGE DISTANCE Spans Up To 6'-0" CONN TYPE CS C2 C3 C4 CS Spans Uo To 81-8" CONN TYPE Cl C2 C3 C4 CS Spans CONN Cl C2 UD To 13'-0" TYPE C3 C4 CS N ? 1/4" LAG SCREW WITH 1-3/4 MIN THREAD PENETRATION 48 160' 16.0" 9.0" 9.0" 16.0" 16.0" 16.0" 6.0" 5.5" 16.0" 16.0" 16.0" 3.5" 3.5" 10.0" 62 16,0" 16.0" 6.5" 6.5" 16.0" 16.0" 16.0 4.5" 4.0" 13.5" 11.5" 10.5" 2,5" 2.5" 6.0" 72 16.0" 16.0" 5.5" 5.5" Y6.0" 1fi.0" 16.0" 3,5" 3.5., 30.0" 9.5" 8,0" 2.5" 2.0" 5.0" 110 15.0" 14.5" 3.5" 3.0" 9,0" 9.0" 8.0" 2.0" 2.0" S.0" 7,5" 6,0 2.0" 4.0" 200 7.5" 6.0" 2.0" 4.0" 7.5" 6.0 2,0" 4.0" 7,5" 6.0" 2.0" 4.0" o O 3 #14 SP15 #14 WOOD SCREW OR 1/4" SOWERS TAPPER+ ORTfi 1-3/4° MIN THREAD PENETRATION 48 16,0" 16.0" 9.5" 9.5" 16.0" 16.0" 16.0" 6.0" 5.5" 16.0" 11.0" 11L 3.5" 3.5" 7,0" 62 36.0" 16.0" 7.el 6.5" 16A" 14,0" 15.0" 4.5' 4.0"m 2,5" 2.5" 4.5" 72 I6.0" 16.0" 5,5" S.S' 16.0" 11,0" 11.5 3.5" 3.5 2.0" 2.0" 3.5" 110 10.5" 10.0" 2.0" 2.0" 2.0" ml 2.5" 200 5.0" 4.5' 2.0" 2.5" 5.0" 4.5" 2.0" 2.0" 2,5" ANCHOR NOTES: SEE SHEET 10 FOR ANCHOR NOTES. / 2 bpi O O az g w *2 's 3 7•a' m U p �v <g �a ymo mzWt N ce J o W '= ,0 W •• ,.iOaT H p W=$ a F c EMU-S� M l l-TCM-0005 12 0,125- 0.032" 0.032- -1— ' I 45° I I I I : I 02,87S' ' 03.250"-fr0.188° LIGHT-N-VIEW WINDOW A N.T.S. SABIC PLASTICS SLX1431T-UL-94HB rr RECTANGULAR INDOW ASSEMBLY EDGE OF ACCORDION SHUTTER BLADES -1.5-4 TYPICAL ®r---� 1.5001 x 6.000" HOLE (To RECEIVE RECTANGULAR WINDOW ASSEMBLY) RECTANGULAR WINDOW a BLADE W RECT, WINDOW 13 N.T.S. EXTERIOR ELEV ROUND WINDOW ASSEMBLY 'EDGE OF ACCORDION SHUTTER BLADES E MAN FROM EDGE OF SHUTTER, TOP OR BOTTOM O� 0 1 m 00 -- 3.5" MINj h"0 HOLE TO RECEIVE ROUND TYPICAL 1I1----WINDOW ASSEMBLY ND 2g M� ROUND WINDOW 1 BLADE W ROUND WINDOW 13 N.T.S. EXTERIOR ELEV OF ACCORDION TER BLADES 2.875"0 HOLE (TO RECEIVE ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE / z1 LIGHT-N-VIEW WINDOW 13 N.T.S. EXTERIOR ELEV 12" MIN FROM EDGE OF SHUTTER, TOP OR BOTTOM L .161' .093" -{ ,020" -T-- -- I ua° toi DIA. o � �_1-- --� (INT.) (EXT.) 145" �� i � i � i � �355" SECTION A -A s RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV 3.5' EDGE OF ACCORDION SHUTTER BLADES oouo 0 0' 1.500" x 6.000" HDIE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE /31 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV RECTANGULAR WINDOW NOTES: 1. THE RECTANGULAR WINDOW SHOWN IN 9/13 IS MADE FROM GE XL30 LEXAN WITH 0.075' MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161". ATTACH TO BLADE WITH (6) N4 SS SCREWS OR BOLTS WITH NUTS. QLu a�L��'13QgaQ cm�w�3 in e 0 ul Y 0 W , 0 tL` a 11-TCM-0005 13 I tbct.15.2013 11:00 AM Sh-S`�sr Up Industries Inc 561588?G?,3 PAGE. 1/ 1 APTeRRnCORDING- Rl-:ruliN TO- JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT \ 1 SAINT LUCIE COUNTY FILE 2 3879853 0912412013 of 10:03 AM OR BOOK 3562 PAGE 2236.2238 Doc Type: NC ((�� RECORDING; $10.00 PL'RMIT NUMBrA MA ' M 11 NOTIC.F.OF CIOMMF.NC'.F.MF,N'l' The undersigned hereby gives notice dart improvement will be made to certain roil pruperiy,•and in uccorduncc with (:hpl)wr 713, Plorida Statutes, the following intbnnation is provided in this Notice of Commencement. I. DESCRIPTION OF PROPERTY (Logttl ttet,•rtaiplion 0f lire Ixoperty & street address, if available) TAX FOLIO NO.., 3'Q-J •-1( • %4r • , SUBDIVISION BLOCK TRACT LOT „• .• •ULDC UNIT 200 a1fl c�ti �►�l� �,e-�etrv.e. F'rlt>� �� C'.���p�>rt�_L,u�l 2. CENWAL UNRCRIP TIUN OK IMPROVEMENT: I fly M i�. hx f, rlri P Q'(lt . py- ot-C -Cn -2ri "l-N - 3. OWNER INFORMATION OR LESSEE INFORMATION IV TuK Lx56k:K CONTRACTED FOR THE IMPROVEMENT, a. Nome and addre$$: ka irnt S.tola nI nq �4 t � nvLvl w � 'eJOV* Jt U�,,U, �. r'k. 348q In h.Interest inDrop�Y:�uV.ri'_....... „••• .. c, Nam"rid adiltim Or feo sifto titleholder (if differoot from Uwner listed above): _ ^- a, a, CUNTRACTOR'SANACME: LOra C.�L�4+c" l t,C �►i>C1 �+ ''�1C[ tI ZC��11 ; c, 1 (:oalfAClUr•h BddrOJs:,5t1160i 1 AV - M 1Fb Pl%ronwnbar: S, SURETY(Ifepplitablo,awpyufthepayment bond isattached)! a. Name and oddress; _•,- b, phone rwmber, _-. . o. a. LENDER'S NAME: I.Cn(Ier's ad(lrm: c.Amount nfhond:$_—.. ,--....._........_.. 7, fiet.wng wiihin the Statc of Plorida designated by Owncr upon wlioni Section 713,13 (1) (u) 7„ Florida Statutes: it. Nnme and address: b.Phunvnuniberaurdvsignatedpersons:,_,__, ,, 8. a. In addition to himselfor herself, Owner to receive a cnpy Of the Lienor's Natives as pi b. Phone oulifte of porsun ur ondty dosignated by Own 9. Expiration dale OfnoliW ul'wmmen' c specified): , 20 Phone Number' or oUlu• douumwil:r play, hu;rcrvud as provided by of _ 713.13 (1) (b), Florida Statutes. (the expiration date will be I year from the date of recording unless u different date is REwSULT IN YOIIR PAYiNi; *rWti:l? FOR IMPROVEMENT$ TO J (Sianatare of (honer or Lessee, or Owner's or Lessee's Authorised Officer/Director/Par(ner/Manager) State of.enr1 ci County of 9_�101+ • (Print Name and Provide Signatory's Thle/Office) The foregoing instrument was acknnwledgcd bclbre me this U day of _, 2U 1 5 _ by rC) j S ha un us L-it In i' _ for. tQt'� (nyql-aO�c of lperson) (typo ofauttlority,,,, e.g• offlcer, trustee, altorriLy in fact) .Q�9 -�L�C1�� (name ufpurty on hehalf ofwhonl instrument was executed) Personally Known ........ or Pr O� of Identification Produced _•,• _ E4-— (46,1A GMY COMMl5S10N # EE013932 PIRFAI gust 02,2014 � lix (Signature of Nata Public) rvroc.cane-e i!i9 - (IoridallotmySe (Print, Type, ur Slump CDmmiysioned Name et' Notary Public) Rcv, 10.1 s-12