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HomeMy WebLinkAboutSUBMITTED PAPERS1 - ;LANNING & DEVELOPMENT SE, CES DEPARTMENT ... ' �, o BUILDING 8 CODE REGUI-ki iJNS DIVISION .2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT DATE: a �� PERMIT NUMBER: �� • D� c� 1. LOCATION/SITE ADDRESS:/te-er I—Z' 2. PARCEL ID NUMBER: /Yly Z2 /--L�1P Z - 3. 4. DESCRIPTION OF PROJECT OR WORK ACTIVITY: TYPE OF STRUCTURE: SFR ✓ ADDITION OTHER 5. OWNER INFORMATION Name: 1r Address: / /� s "g'- r % ,� . City: /"f ftf- State: Zip: f Phone: 772 V.6 4 - Type of Surface attachment: Wood Frame h s_ 6. CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: Business Name: - Phone number: Concrete Masonry �� Other Product Type Maximum Opening Pressure per A.S.C.E. 7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion Roll U Colonials ther ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACK 7. VALUE OF CONSTRUCTION: $ ACffoo FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliances with all applicable laws regulating construction and zoning. PRINT NAME OF OWNER OR CONTRACTOR/ UALIFIER SIGNATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF U-,) ACKNOWLEDGED BEFORE ME THIS _ DAY OF IV , 20_a BY, r `t r) WHO IS PERSONALL OwN O ME OR WH HAS PRODUCED AS IDENTIFICATION. �L SIGNATURE O N Y TYPE OR PRINT NAMV OF NOTARY SE TITLE: NOTARY P LIC COMMISSION NUMBER SLCPDSD Revised 96/17/2010 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. 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: LOCATION/SITE ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION:.................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................ .... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/constructioli 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. t 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 complete 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 NOTICE OF COMMENCEMENT :0 0 -11 to Mx7Fr,O 0 m co TO BE COMPLETED WHEN CONSTRUCTION VALUE, CEEDS S2,S00 9 PERMIT #: TAX FOLIO I �O� S � � � � W ' C.) !'' #: - Ql -�/ STATE OF FLORIDA Y Z °i m v� COUNTY OF INDIAN RE^ IV THE UNDERSIGNED HEREBY GIVES NOTICE THAT IMPROVEMENT WILL BE MADE TO CERTAIN REAL PROPERTY, AND [N ACCORDANCE WITH CHAPTER 713, FLORIDA STATUTES, THE FOLLOWING a; o o 7 7- - O Z: INFORMATION !S PROVIDED IN THIS NOTICE OF COMMENCEMENT_ �' rG) j C LEG L DESCRI ION F P OPERTY (.AND STREET ADDRESS IF AVAILABLE): rn � � j 7 GENE DESCRIPTI OF IMPROVEMENT: OWNER NAME: ' m a 7 ADDRESS: �c G PHONE NUMBER '7 y 5/�!� —��a s FAX NUMBER: INTEREST IN PROPERTY: n O NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER): C CONTRACTOR ADDRESS: u H �� PHONE NUMBER: _7jZ ,�/� f.-. Q4.1ZZ FAX NUMB R`: - SURETY COMPANY (IF ANY): ADDRESS: PHONE NUMBER: FAX NUMBER: �# BOND AMOUNT: LENDER/MORTGAGE COMPANY: ADDRESS: PHONE NUMBER: FAX NUMBER: PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13 (I) (a) 7., FLORIDA STATUTES: NAME: ADDRESS: PHONE NUMBER: FAX NUMBER IN ADDITION TO HIMSELF OR HERSELF, OWNER DESIGNATES OF TO RECEIVE A COPY OF THE LIENOR'S NOTICE AS PROVIDED IN SECTION 713.13(l)(B), FLORIDA STATUES. PHONE NUMBER: FAX NUMBER - EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). WARNING TO OWNER: ANY PAYMENTS MADE BY THE OW1ER AFTER THE EXPIRATION OF THEME NOTICE OF COMNC NT ARE CONSIDERED IhIPROPER PAY,ti1EhTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES \ CAM RESU TIN YOUR PAYING TWICE FOR 1MPROVEi41EA7S TO'YOUR PROPERTY: :+1 NOTICE OF COM141EN E!1 tiT MUST ICE ORDED A,\M POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU In"fEND TO OBTAF , CING, C4� d - H YOUR LENDER OR AN ATTORNEY BEFORE COiVIMENCING WORK OR RECORDING VAi'A SIGNATI,I[tE OF OWAR OR OWNER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER/MANAGER SIGNATORY'S TITLE/OFFICE rl TH FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS I- DAY OFFPb_, 20 I BY: L q An T6 rn n c, s AS inn NAME OF PERSON TYPE OF AUTHORITY N,�ME PERSONA LY KNOWN TYPE O 1 ENTIFICAT UN E P ALTIES ��}} T TH BESTjO Sign re of Natural r: rAKJ Y UN BEHALF OF WHOM -OR PRODUCED ID ON PRODUCED 1�1// ��( NOTARY SIGNATURE ARPOWLEDGE Y, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE Ay%"LIEF (SECTION 92.525, FLORIDA STATUTES Person Signing Above ER Notary Public, State oIFlorida Commission# EE 87472 A MIKAF Ares Apr. 25, 2015 ,1: Accordion Shutter i 0fi, x fi0 ' (Window) 2. Accordion Shutter 66 x 88 "(Front Door) 3: Accordtion Shutters 26 z 35 (Window) 4: Accordioh Shutter 53.X 51 . (Window) ` 5: Accordion Shutter 53 x 51 (Window)' 6. Accordion Shutter (Window) , 7: Accordion Shutter 37'x-39 (Window) " . 8. Accordion Shutter i13 x60 ": (window) 9. Accordion Shutter 57 x 60 (Window) 10; `Accordion Shutter 1.13 (window) 1-1: Accordion Shutter 72 X. 84 _,(Sliding Glass Door) 'Ii Accordion Shutter 3Tx,38 . " (Window) , .. 13: Accordion Shutter 72.z 85 - ; ; (Sliding'Glass Door) - 14. Accordion Shutter '" 3Tx 43 -" '. (Window) 15: Accordion ,Slutter 37 x 43 (Window) 14 15 13 12 10 9 8 11 7 3 g 4 5 NOT TO SCALE ATE: Feb 02, 2012 4GE DESCRIPTION: Site Plan 1 L, b 0 CD 00 �7 m Cn 1A W N f r H I --I I —I I —I I --I Iy liJ I —I Imo" N O = CO a a m o d W W V W V ~ Cn ~ W Cn Cn Cn N m~ C:) CL < W V W V W W W a)CYI �' O CD CD d .A rP 00 GJ 00 m m M W .P Cn Cn W 00 m C W W Cn 00 a O C:) CD CO 00 I--� Cn 00 O �• c� C� � A wCD V V V V V V V V V V V V V o W y Cl) k C -0I Ul CJI I-+ O r•r I-+ W I --I 6� IA �A tP h-� I--' ' V --A V O 00 �P Cn X, O W �--� �--� CD Co m �_ ^C � C � a I I I I I I I t I I I I I I I N P? y FP IA IA IP Cn IP Cn lid YP FP IA Ii� � Ip yrcc /r y C.O C0 O Cn CD Cn N V N CD 00 W 00 CD Cn Cn Cn Cn M 00 Cif N W N 00 N O O 00 00 Cn CD w fD BCIS Home Log In User Registration Hot Topics Submit Surcharge ; Stats &Facts PubFications ! FBC Staff i acts Site Map ! Links Search product Approval USER: Public User Yy;�' tSfi p Product Approval Menu > Pmdu[C or Appikatien earch > Application List > Application Detail Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Ema I I Quality Assurance Representative Address/Phone/Email Town and. Country Industries, 400 West McNab Road. Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Tom Johnston tomj@tc-alum.com Thomas B. Johnston 400 west MCNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Vladimir John Knezevich the Evaluation Report Florida License PE-10983 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2011 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received Certificate ,of Independence FL10753 R4 COI 2011 Certificate of Independence-FBC.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM 5330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/21/2011 ,Date Validated 06/23/2011 Date Pending FBC Approval 07/06/2011 Date Approved 08/09/2011 Summary of Products FL #__-__ Model, Number or Name Description 110753.1 16.8 Accordion W~�Y �. IBi folding aluminum accordion shutter Limits of'Use Installation Instructions Approved for use in HVHZ: Yes FL1075 R4 II 48-225-Rev 3al.11 pelf Approved for use outside HVHZ: Yes j Verified By: V. John Knezevich PE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: See tables 1 and 3 on page 1 of 12 for design PL10753 R4 AE 6.8 Accordion HVHZ Evaluation E Report.odf j pressures vs span Created by Independent Third Party: Yes j Back Next Department ofCommunity Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard raftahas5ee, Florida 32399-2100 (850) 487-1824, Fax.(850) 414.8436 0 20OD-2010 The State of Florida. All rights reserved. Product Approval Accepts: 1 E- M `� nrcaritvntraul<s vrnslon A HVHZ L MANDATORY COMPLIANCE E 1 ACCORDION SHUTTER SPAN SCHEDULE ASCE7 HVHZ HVHZ HVHZ DESIGN POSITIVE- POSITIVE NEGATIVE. WIND WAND LOAD MIND LOAD WIND LOAD LOAD WITH WITH ALL UNIMATE av MOUNTING 0 . OT 11 & 31 LMNDIT70NS of( &(3 W L maK. - C max. L max. (P.S.F,) (FT - IN) (FT - IN) (FT - IN) 23.9 13-0 13-0 13-0 N.2. 12:5 134) 13-0 30.0 12.4 . 12-11 13-0 35.0 1 1-10 12-6 13-0 40.0 11-5 - 12.1 13-0 45.0 11-1 _ --10-10 1.1_-8 11-5 - 13-0 - 13-0- 54.3 10.7 11 2 1.1-0 80.0 90.0 9-7 --9-4 lU-tk9-7 9-1095.0 9-3 9.8100.0 9-j 94 _E.0'110.0 g-1) 01 115.0 B-9 .. 8.11 8-11 120,0 1 R-Ft I R-9 1 .8 9 H e HVHZ MANDATORY COMPLIANCE 2 MINIMUM SHUTTER SEPARATION FROM GLASS POSITP/E. OESIC44 LOAD ACTUAL SHUTTER. SPIf MIN, SEPARATION FROM GLASS FOR INSTALLATIONS s3a-o AIVNE GRADE HIN, SEPARATION HIGH GLASS FOR INSTALLATIai45 >30-a ABOVE GRAD(. 2§.3 1:1-I1 3-3/4 3.3/B 30.0 50 3 1 13-3 2-l(4 1-7 8 10-0 2-1/4 12•lf 3.i/4 3.1/2 50.0 50 3. .. 1918 8-3 2-114 1-518 9-0 2-I/4 2 11-5 3.3/4 ?-I!2 70.8 5a -- 3 1-118 .. i_0 3. I-Ip 8.3 2-1/4 1.3/4 - 1"1 3-3/4 3-112 90U 5-0 3 1.1A 7.0 3" 1-S/B 83 ta/4 _ - 2-1/4 9.10 3-Ti2 -3-1/2 110.0 5-0 3 1•I/4 - 6-0 3 1.3/8 8.3 2.112 2.112 9-1 3.1/4 3-1/4 1200. 5.0 3 1-L14 7-0 3 1 3/4 B-3 2.51a 2.5/8 BA 3 3 T NON-HVHZ &. pn one 4 E 3 ACCORDION SHUTTER Q HURRICANE PROTECTION _ 8-3 HVHZ-(TABLES 1 & ! ONLY) TABLE NOTES: 7.11 1. HVIi7: DEFINED AS tAWtAi-DADE{CUMIN ACID 6POLVARO COUNTY FLORIDA. 7-9 2. WING IDADS: DETERMINE POSITIVE AND NEGATIVE WINO LOAD FROM ASCE'. 7-5 3. SPAN: IN TABLE 1, ENTER POSITIVE AND NEGAIIST WIND LOADS AND READ .ACROSS 10 THE APPROPRIATE COLUMN TO DETERMINE MAX. SHUTTEH SPAN 7-2 (01ADE LENGTH). 6•11 4. REVERSING. THE 63 SYSTEM MAY BE MOUNTED WITH'THE INSIDE AND OUISI OOF THE SHUTTER BEING REVERSED, FOR EE(AMPLE: IT IS 6-9 PERMISSIBLE TO MOUNT ON THE INSIDE OF A WOOD OR CONCRETE OEA14 WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION YOU 6'6 MUST ENSURE THAT THE SPANS IN THE APPROPP3ATE POSITIVE COLUMN OF 6-4 TABLE.1 ARE APPLIED IN THE DIRECTION T'DLYARUS THE HOST STRUC3URE AND THE SPANS IN THE NEGATIVE COLUMN OF TABLE 1 ARE APPLIED IN THE 6-2 DIRECTION AWAY FROM THE HOST STRUCTURE. 6-O-l'EPARATION'TO GLASS: DETERMINE SEPARATION. FROM GLASS VALUE 1N TABLE. 2 WITH THE APPROPRIATE POSITIVE LOAD AND SHUTTER SPAN." 5-10 6. FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES, USE LINE* INTERPOLATION TO DETERMINE SPANS AND SEPARATION FROM GLASS, EXCEPT .�5-8- FOR LESS THAN 30 FT. WHERE INTERPOLATION IS NOT ALLOWED AND THE _ 5-6 NEXT MGHER LOAD MUST BE USED. X ASCC7 DESIC41 WIND LOAD POSITIVE& NEGATIVE WIND LOAD AN. MOUNTING CON01110m W (P.S.F.) Lmm (FT - IN) 0 to 54.3 13.0 55.0 12-11 60.0 12-4 65.0 11.10 70.0 11-5 75.0 11.0 80.0 10.8 8S.0 10.4 90.0 10-1 95.0 9-10 100.0 9-7 105.0 -- 9-4 _ 110,0 9-1 115.0 B-il 1240 8.9 125.0 8_G 130.0 8.4 135.0 8.3 140.0 7-11 1,15.0 7-8� 150.0 7-5' I5S:0 7.2 160.0 6.11 165.0 6-9 185.0 1 6-0 190.0 -1.5-10 195.0 5-8 200,0 5_6 NON-HVHZ & ASTM WIND ZONE 4 (TABLES 3 & 4 ONLY) TABLE NOTES: 1. NDNoHVHZ.I DF.FINEDAS All((X",ATMNS OTHER THAN HU011•DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. _WIND LOADS: DETERMINE POSITIVE AND NEGATIVE. WIND LOADS FROM ASLE 7, 3. ' SPAN: IN TABLE 3. ENTER NEGATIVE WIND LOAD ONLY, DETERMINED FROtd ASCE 7, THEN MOVE ACROSS TO SELECT THE ALLOWABLE SHUTTER SPAN (BLADE LENGTH). A NON-HVHZ ASTM E -1-n Zone 4 -ONLY 4. MINIMUM SHUTTER SEPARATION FROM GLASS LIDS (1 WE DESIGN LOAD ACTUAL SHUTTER SPAN MIN, SEPARAmou FROM GLASS FOR INSTA IATIONS a 3C-0" ABOVE GRACE MIN.. SEPARATION FROM GLASS FOR II STJ31ATIONS a 301-W A60VE G:RACE (W) (P.S.F'.) 0) (FT - III) (IN.) 0N.) 30.0 5-0 3 1 8-3 7-IN 1-3!a 10.0 2-1/4 1.314 13.0 " 33(4 3-712 40.0 5.0 3 1.1j8 B-3 2.1/4 9.0 Z-V4 1.314 100 2-114.. 2-1j8 _.. 3 3j4 13.0 4.1j4 44U4 SLID 5-0 3 1-1j8. 6,3 a-1/4 1-5/8 §0 71t9 2 10-G 2-3/8 2-3/8 11.0 3.3/4 3.118 13.O 8•1!8 S-11a 60A .5-0 3 !•11R B•3 2.114 1.314 9-0 - 2.1/4 --'.-118 10,0 2.314 2.314 12.4 S 5 704 S-0 3 ` 1.1/8 7-0 2-1/4 1-112 0.3 2=114 1-3/4 11.5 4.112 -4 112 90.0 5.0 3' 1.118 7.0 - 2 Ili. 8,3 2•tla -2414 10.1 3.3J4 3.518 11010 5.0 3 '1.1ti 7.0 2_V4 13/4 8-3 2.1/2 2-112 9.1 3-1/4 3=114 s-a 3" 1•11 4 120.0 7-0 2-1/4 8.3 2.518 - 2.518 t•1•. 4. REVEPMNG: THE .6SSYSTE14MAVBEMOUNTED WMITHE INSIjX •:-y AND OUTSIDE OF II.E SHUTTER BEING REVERSED, FOR EXAMPkE: IT IS PERMESIBLETO MOUNT ON THE INSIDE OF A SVOOD OR _- CONCRETE BEAT'-1 WITH THE. BACK OF THE SLAT FACING OUTY-kRO. ;• FOR TIUS CONDITION, IN ASTI4 WIND ZONE 4. USE THE + e APPRQFRNTE POSTTNE LOAD/NEGATIVE LOAD AND SNUTIER5PA,11S �• y' IN THE APPROPRIATE POSITIVE COLUMN OF TABLE 4, S. SEP�TION TO GL155: ar 4) IS NOT REQUIRED IN (TABLE 2 W Jh '•, ZONES L THRl1�3 (140 MPH WIND SPEED DR LESS). SEPARAYION FROM GLASS TABLE 4 IS REQUIRED FOR WIND ZONE 4 JAI MPIl OR, GREATER WIND SPEEDS). ENTER TABLE 4 WITH THE DESIGN POSITIVE LOAD AND READ ACROSS TO TIE SEPARATION FROM GLASS VALUE IN COLUMNS 100 2 (WHICHEVER IS APPROPRIATE). ` 6. FOR DESIGN WINO UVDS BETWEEN' TABULATED VAIUE5, USETHE NEXF HIGHER LOAD OR USE UNEAR INTERPOLATION TO DETERMINE .ALLOWABLE SIIIITTER SPAN. GENERAL NOTES: 1. THESE EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF FLORIDA BUILDING CODE PRODUCT APPROVAL, FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) & NON -HIGH VELOCITY ZONE (NON-HVHZ). 2. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) AND THE INTERNATIONAL RESIDENTIAL CODE (IRC). 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 4. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS 1N COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC) REQUIREMENTS, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THIS SYSTEM MEETS MISSILE "D°AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996-05. 5. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886-05/E1996-05/E330-02.. 6. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 7. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE -SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 8. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 9. 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 THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 10. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY IND. FORT LAUDERDALE, FL MISSILE D - ASTM E1886, E1996 & E330 TAS 201, 2D2 & 203 FLORIDA BUILDING CODE APPROVED 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM PY OF 25 K.S.I. 14. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A 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. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SEE PAGE 5 FOR LOCK LOCATIONS AND DETAILS. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. - 18. THE ACCORDION SHUTTERS MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT EXTRUSIONS ON INSIDE OF WOOD OR CONCRETE BEAM WITH BACK OF SHUTTER FACING OUTSIDE (SEE PAGE 5-TYPICAL PLAN VIEW). 19. DETAIL 5 TO 12, 16 & 27 ON PAGE 3 TO 4, MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10 2D. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. x VARIES — NO LIMIT m awa apq O El Ea W 0 E x cn kT a X El �E W W O LOCKING ME TYPICAL PLAN VIEWS TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. P TRACK )TTOM TRACK �0 -N $� UN 'Ea o�5g C/1uss� 2 LU �3 W NPd =; 9:8 Oce e : G 0 O G _ e 1 08-225 1 2.874" PROJECTION VARIES 4.874" MAX. OBUILD OUT WALL SCALE: HALF SIZE .068" I 2.782" i.. 1.825" 00" Q068" 143, 01618' 43'.143c � P ..062' r' .095" .062' N 62" 121.. 6T�U..L 200"T _ m 171" .095" k-.095' 1.708" 7 .095'• .971" 3,610" OHEAVY 2-LEG WALL SCALE: HALF SIZE 3. 610" 1994". 1.907" y' 1.706" 0991, 1951• I o 'M N N O.a 608'630 1.510" N 1�.069" 030' 2.798" OLITE 2-LEG WALL O HEAVY HEADER/SILL O LITE HEADER/SILL 4 SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.195" j go- 8 N .8 hTYP, 3.635'• 1.230" -_ _- T 2.300" .250" IP 4.510" 2 Oj SILL Og SILL ADAPTER SCALE: HALF SIZE O9 EXTENDED SILL SCALE: HALF SIZE SCALE: HALF SIZE 4.603" 4:140" 4.102" .2S 8" .297" " .030R .054" .227 0S4" rTYP:46.8 SLAT/BIADE� 13�S 75 6.8 STACK(CONECTOR SLAT/BLADE Cd/1LE aH'ALFES f'ZE"" SCALE: HALF SIZE 130" 3 14 CEILING HEADER/SILL SCALE: HALF SIZE .143' 143" 1.768 v rn � O N .682' .630" f7 2.822" 16 RADIUS CEILING HEADERISILL SCALE: HALF SIZE l{ 9 Jl I105" TYP N gyp, EXTENDED SILL ADAPTOR SCALE: HALF SIZE 30.225�314- .060.043" .15 - 022" 1.625" 069" N, o n � 8 c) C/l U,S,Sq CQ• o�� UWF�� 5 ode 0 L M W In ne 2. 655" 2.365"o .510" .960" 0851, " Ll W r� o Y-060'�n Lj m In 1 l �EH O 621" ,� .. < i 781" I I O a?a 2.195".k o .510' X V Q MID SILL 2 MID SILL ADAPTOR eq SCALE: HALF SIZE SCALE: HALF SIZE o.oeo" 17 6.8 STARTER SCALE: HALF SIZE 0.096' o - 3.963" .115" 1, 570" .510" o m . 391' 1 069° o N m OID.0961, 180" j 0.080° 117'� II •o 18a' m o I O�oa 621" .920" ry ! 8b WALL SILL WALL SILL CLIP 80" SCALE: HALF SIZE SCALE: HALF SIZE .0:32i01 AM, 11 x 17, 1:1, w .M!Disparatemm c .rl 12 5" o � 0 0 l 5" MAX. 1 C % 1g ANGLE ;{ SCALE'HALF SIZE 4 F:' 1 08-225 1 3150 H10-24 THUMB STAINLESS S' 2.O1f1" SCREW .. ASSEMBLY m.3200 HOLE o = m m m .DSO" NYLOT � IIV—II ix1.100" 240" .062" a TYP. AT EVERY OTHER FOR USE WITH INSIDE JOINT AT TOP.. ® AND ®ONLY 20 RECESS SILL 21 SLIDE ROD 221 ROLfi R_%SSEMBLY SCALE -HALF SIZE SCALE: HALF SIZE SCALE. HALF SIZE 1.110" 9.000" .993' 943' 1.069" . 500" tj r o II�II - N 0 1.068.1 ,239 _ 3.443" .496 6EGORA71VEiFL00RCTRACK 29 2003 6.8 CENTER MATE 28 `�SCjALE�H ALFISIZE SCALE: HALF SIZE 1.950" NYLON WASHER L .•—.r .280"PINSERTS OR ALUMINUM 357" m(NYLON BUSHING 276" w OPTIONALI Nm cW .1 O ,n N N14 x 2-3/4" 410 HT S.S. r' u_ O 0 mCREW W/ ry 062" m .- O CULTRACOTE COATINGYP TOP S BOTTOM) .154".137" WASHER: gip•• 7/16"0 x 1/2" Cal INTERIOR JOINT TOP 7/16"0 x 1" @ INTERIOR JOINT BOTTOM CYLINDER -SOLID BRASS. NICKEL PLATED EITHER CAN BE USED ON EXTERIOR HOUSING -ZINC DICAST POWDER COATED BUSHINGiASSEMBLYIDETAIL 26 BOX CENTER INSERT NOTE: MAY BE KEY OPERATED OUTSIDE OR THUMB �QI� SCALE: HALF SIZE TURN OPERATED INSIDE SC P:L'EMFIAL F-SIZES 8RASSIP.USHILOCK2 1.978" 2.125" . 622" 23: 1.792" SCALE. HALF SIZE ,236" 1.710" .286" 267" 0 0 090" o En m M i26, o r 289' r� r i26: e c c o e m N ti m N P I c N Ise" .160'- 001'.062" 30 UNIMATEELOGK MALE BOX CENTER SC-A'0E: kW1!F_SIZE 31 ­1 c. — c Cl- 5.500" x 13/16" WID400" 'A 'n N r � M lea" TYP. 9,500" SECTION A 34 INSIDE CENTER MATE SCALE: HALF SIZE 062" (40C; F X W 4Ob c W m mir x c v 1.050" ;1 . M ri END STRIP 1" N 2'&3"EXT 125" SCALE: HALF SIZE DELTA MODEL 2022 INDUSTRIAL SYSTEMS 35 BOX LOCK SCALE: HALF SIZE .222"k-4 .062" ,176" 32 FEMALE BOX CENTER SCALE: HALF SIZE RAINGUARD SCALE: HALF SIZE N 33 OUTSIDE CENTER MATE SCALE: HALF SIZE 0 .250':r-�' POWDER COATED, ZINC DIE-CAST 36 T:LO KAD'AP.TER,(OPTIONAQ SCAL'E:::::: L�Ea.Sill o 7/16"0 STAINLESS o STEEL NU7 30 N 1/9-200 OR 5116-1 SKI MACHINE SCREW STAINLESS STEEL ` 7.000" > S/16"0 INTERNAL THREAD HEAD STYLE VARIES 37 T-SCREW INSERT 38 THUMB SCREW SCALE: FULL SIZE SCALE: FULL SIZE L3 2X7 ANGLTE SCALE. �HALF'SIZE W N - i4 X m 0a' '� `T v r W N v C iTn 1. 415 �mn au o .i1.247" 40d 40e END STRIP 1' & 2' EXT SCALE: HALF SIZE 08-225 sheet 4 of 12 FASTENER Cal 18" O.C. EXISTING GLASS - (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). � n ALT. D WIN � al OF ANI ,7 11 1 'J (INSIDE -BACK) OF NI 38 29 13 13 13 6 80" ITYP I 29 . 0.093" THICK 6063-T6 IM. ANGLE 1" x 1" MIN. 2" x 5" MAX (ANGLE LEG _5E REVERSE DI EXISTING GLASS SILL z TOP & BOTTOM OR S.S. SMS'-3%16"'O ALUM. 1-1/2' MIN. FOR CONCRETE (OUTSIDE -FRONT) 1/4-20x1 THUMBSCREW INTPOP RIVET, OR 1/4-20 OR BLOCK AND 3/4" MIN. THREADED HOLE. LOCATED COal MACHINE BOLT & NUT FOR WOOD 1/3 SPAN TO 2/3 SPAN FROM @ 18" O.C. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES LOCKING DETAILS FOR USE (1) BRASS PUSH LOCK �'-3". USE TWO THUMBSCREWS CENTER MATES SCALE: 3" = 1'-0" OR (t) 5/16-18 THUMB SHOWN ON RANDOM SCREW OO THREADED ON BLADES > 8'-3", ONE Cal 1/3 SPAN INSERT 1371 AT 1/3 SPAN 30 AND ONE AT 2/3 SPAN FROM BOTTOM DETAILS TO 2/3 AN FROM 13 OF BLADE. TYPICAL. FOR LOCKING BOTTOM OF SHUTTER SHUTTERS, A BRASS PUSH LOCK IU. MAY BE SUBSTITUTED (INSIDE) TYPICAL OUTSIDE CORNER CLOSURE CC1 DETAILS WO/CORNER POST W v+yl NTS O SILL Ali B TYPICAL INSIDE CORNER CLOSURE Z 13 CCZ DETAILS WO/CORNER POST USE (11 BRASS PUSH LOCK ANT OR (1) 5/16-18 THUMB 30 (� 13 SCREW I O THREADED ly INSERT 7 AT 1/3 SPAN TO 2/3 S N FROM BOTTOM OF SHUTTER (OUTSIDE) / a ILL 3 6.8 STARTER 4 ENO STRIP SCHEDULE 1"8/0 (2.7"1 62 Ina 1 iao=I 112 80.L 132 76.1 2"B/O (3.7" ia0b) 82 86.7 3"B/O (4 7- 62 92.7 (40<) 72 82 86 80 6 1"8/O (2.7"1 62 110 (aoe� 72 102 82 95 112 81 M 7 2"B/Q 13.7" 62 99.8 (40ei 72 82 92.6 867 1.5-x3" 45 xO.093" 52 7 60 ANGLE 64 N39 70 73 45 %"x3" 0.125" 57 ANGLE 60 1 0 64 116 70 111 73 f09 FOR GREATER SPANS OR LOADS THAN SHOWN IN TABLE ABOVE. END STRIPS REQUIRE A 1-%1-.090- CLIP ANGLE MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE 4 K .)/L- TEK SCREW OR 1/4-20 BOLT TO ENO STRIP. ss L° (INSIDE) MIN cn 1 No 06 E� a J H o V<��E 4 29 O O." 8 15 � • O � s 13 23 29 `1/4-20 THUMBSCREW (OUTSIDE) x� \ INTO CENTERMATES 1/3 U m c TO 2/3 SHUTTER SPANfa MULTIPLE SHUTTER ASSEMBLY aG SCALE: 3" = 1'-0*' NUvi ,�OO.,a SEE 6.8 STARTER OR END STRIP 3o z �F- SCHEDULE FOR =d MAX. SPAN WHEN f� USING 40a, 406, 40G, 400, Or 40e OR 33 F 6.8 STARTER WITH v� ■■ 1-1/2"x3"x0.Ce 093" zo y o •'l� n OR LE3"x0.125 " Ii �.I=4 0f xi Qx� ANGLE W cw z 3 -' USE APPROPRIATE �¢ 6-8 STARTER OR = 7+ E•OR END STRIP TO fA e ANY TRACK 0 PROVIDE CLOSURE Z FOR BUILDING �H O BOSSES. YP. � CONDITIONS. G 14 Oc) Ind O � pp �,µ1�, FASTEN STARTER STRIP TO U O IIU \ AI� CTRACK ORI ERW/ CONDITIONS. SCREWS AT DO 6.8 STARTER & END STRIP DETAILS SCALE: 3" = V-0" EXISTING GLASS USE (11 BRASS PUSH LOCI Ry OR (11 5/16-18 THUMB "■� �yj■ O{ SCREW I O THREADED EC �^K TO 2R/3 3 AN FROM SPAN BOTTOM OF SHUTTER I FASTER ANGLE TO TRACK W/ (2) R10X1" SCREWS AT CORNER & BOTTOM. AND ATTACH TO 6 8 STARTER W/ R12 x 1/2" GALVANIZED OR S S. SMS. 3/16 O ALUM. POP RIVET• OR 1/4-20 MACHINE BOLT & NUT @18"0C USE (1) BOX LOCK AT 1/3 SPAN i0 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = V-0" (INSIDE) SILL 7 1 •i� v, �'• (OUTSIDE) � ;� 0 $`nLP�S b ;..111D5/15� 08-225 sheet 5 of 12 2 FASTENERS EACH ANGLE - 1"x 2"x 1/8- OR 2" x 2" x 1/8 ALUM. ANGLE THREE 3/16-0 ALUM. POP RIVETS OR THREE H12 SMS, TYP. TABLE A (m) PRESSURE VS ALLOWABLE LENGTH PSF 2"x2"xl/8" No B/O 3"x3"xl 8" No B/ 62 9'-8" 13`8" 72 9`2" 13'-(r 82 92 8'-5" 11'-11" 102 8'-2" 11'-T 120 T-9" 10'-11" 150 7-2" 10'-2" 200 616" 9'-3" 3/16 RIVET OR R12 SMS 0) 18" O.C. OR 1/4-20 _ NUT & BOLT (TYP.1. 6063-TS ALWY SEE Tom® FOR 1'. x 2'• x .093" 6063-176 ALUM. ANGLE. ANGLE, TYP. SEE TABLE A FOR SME. 3/16-0 ALUM. POP 17 RIVET OR 012 SMS (al 18" D.C. (TYP.) MAY USE MALE OR FEMALE LOCK -SLAT) 13 CC3 TYPICAL CORNER CLOSURE DETAILS NTS TABLE B (cc4) PRESSURE VS ALLOWABLE LENGTH PSF 2"x?xl/8" WITH eJO 3"x3"xl//8" WITH 8/0 62 8'-3" 1X-9" 72 7'-10" 11'-9" 82 7'-6" 1113" 92 7-3" 10'-10" 102 7'-0" 10'-5" 120 6'-7*' 9'-11" 150 6'-2" 9'-2" 200 5'-7" 8`4" \ \ 3/16'•0 ALUM. POP T RIVEOR 012 SMS (al is O C. (TYP.) Z' 2FASTENERS EACH ANGLE THREE 3/16"0 ALUM. POP RIVETS OR THREE 17 012 SMS, TYP. 1"x2••x".. / A)LUM.ANGLE USE MALE OR FEMALE LOCK -SLAT) CC4 TYPICAL CORNER CLOSURE DETAILS NTS C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING _ i Cl CONNECTION TYPE \ REFERENCE ANCHOR d SCHEDULE FOR MAX.,SPA r 1" \ I ALTERNATE THRU BOLT w0 Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. .�,• I SPACING GLASS •, OR DOOR — I e w� ALTERNATE THRU BOLT C2 CONNECTION TYPE Cl CONNECRON TYPE REFERENCE ANCHOR REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX. / SPACING EXISTING CONCRETE. J BLOCK OR WOOD FRAMING 1-1/2" MIN FOR CONCRETE OR BLOCK AND 3/L" MIN. FOR WOOD FASTENER (al 18" O.C. (USE ANY ANCHOR SHOWNrl IN ANCHOR SCHEDULE I. -2- x 2' x .0901• 6063-176 ALUM. TUBE TYP. 2"xS"z x CONTINUOUOU S ALUMINUM ANGLE OPTIONAL ANGLE (IN, ORIENTATION TYP. #12 x 1/2" GALVANIZED (OUTSIDE) oR s.s. SMS. 3/16••0 0Lum SIDE CLOSURE OPTIONS POP RIVET, OR 1/4-20 MACHINE BOLT & NUT SCALE: 3'• = V-0- @ Is- O.C. 10:31:46 AM, 11 x 17, 1: 1, v v.MiDisDamtexom EXISTING gs STRUCTURE 7" MAX. 1/L-20 MACHINE BOLT _ (/] ®_ W/NUT (al 12" O.C. OR W p14 SMS (al 6" O.C. 1/ " g Q (TYP. TOPS BOTTOM) oa u v U°=sa Y oQ OR 6 5i O¢p�.9 VOR�O� 0.� b55� �O.S'S 0 o Lyu$ un ONASNYAnd Zone 13 r Ou SMTMIE• &FOR r a HVHZSU Ar22 O Z W iN V ORMLSBAEAl10N TwQ c��•"CaJ ._ ro61Au a=�m eb 50--P Fr �- r6o'G U N�ti v I_ �OR 60R w0 r 0eA 'A HF \4 Pw 1.. 11/4" MAX. FROM PIN W GUIDE BUSHING jm WASHER (iYP.1 cd 014x3/4" SMS (a) 9•• O.C. -' ANGLE TO TUBE CONNECTION 15t�- ''�'_` g� SED. 6063-T6 ALUM. TUBE ,�, F Z 2 CONNECTION TYPE GGGG, REFERENCE ANCHOR �8 TnP SCHEDULE FOR MAX. 0 a SPACING O Qa Cb ALTERNATE BUILD OUT MOUNT SECTION' < IL, 1 08-225 1 1 6.8 ACCORDION SHUTTER SYSTEM C2 CONNECTION TYPE o GLASS REFERENCE ANCHOR EXISTING IDS OR DOOR Z SCHEDULE FOR MAX. STRUCTURE` 000: W SPACING—_5"MAX. s GLASS ui C7 CONNECTIONTYPE 1/4-20 MACHINE BOLT O = r �� r m REFERENCE ANCHOR W/NUT @ 12" O.C. OR r N m OR DOOR nyll diune4 F w M D � SCHEDULE FOR MAX. 19 N14 SMS P 6" O.C. ra a �� = w Q �llY�� 13 N N = O SPACING /2•• ITYP. TOP 8, BOTTOMI W c� n U 13 Nvl vaiw TAllt2 A o0w go 1/4"-20 THRU BOLT W/ 91 TAIIEI \ < _ 412 x 1/2" SMS (al 12'• 0 C. FOR� Z O Z LOCK NUT (u1 12"' O.C. OR fO\IM13SU L: f. r m OR 3/16"m ALUM POP GUTf TO Q 0 Q Q N �R�OR/ 3� UP F $ y 1412 x 1/2" SMS (m 12" O.C. E S TAME2 l7 ¢ Y 0. 1�Z J OR 3/16"m ALUM POP FORUMI. wr r, RIVETS @ 6': O.0 OR 1/4"m Ln O OR w o ALUM POP RIVETS (al 12" O C Q p: a� C < .� RIVETS (aT 6" O.C. E.S. 74 u' OR 1/4"0 ALUM. POP RIVETS dam/ 0 11 AND J2 FORAM Col 12" O.0 E S. ASSEMBLY 1/4" MAX. FROM PIN Wlnd2os l/4" MAX. FROM PIN �,• �,- 1/ 1/2"TYP. GUIDE R BUSHING TArE2\ _ WASHER (TYP.) � 9 AND f0 GUIDE i0 BUSHING In'++ WASHER ITYP.) = Za�w ASSEMBLY 1/2" 1/2" TYP. EXISTING CONCRETE, m _ GLASS T� m O yl g ^ Ic u .5 / w 4CONNECTION TYPE OR DOOR falft EDGE REFERENCE -ANCHOR fEPARAlIO111O Q w ¢ Q Q o BLOCK OR WOOD FRAMING SCHEDULE FOR MAX. 1111 Q� f -' ° a'- 2, El W C3 CONNECTIONTYPE DIST. SPACING AS SHOWN Q our, W Ear / REFERENCE ANCHOR EDGE 4CONNECTIONTYPE IN DIAGRAM ON PG. 10) Nl=ai SCHEDULE FOR MAX. / DIST. REFERENCE ANCHOR `* o 1n, / SPACING AS SHOWN SCHEDULE FOR MAX. CONNECTION TYPE IN DIAGRAM ON PG. 10) .SPACING. ALT. FASTENER p 'n 5 OR 6 OR 30 •"F '� yYCYC JJJ REFERENCE ANCHOR EXISTING CONCRETE. LOCATION. FRONT AND '� 0 �4 0 1.6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING BACK ANCHORS NOT REQ'D 1/4." MAX. FROM PIN S c� / SPACING. ALT. FASTENER WITH THIS LOCATION 2,. ® GUIDE TO BUSHING / ® LOCATION. FRONT AND ..-Ct16O_ ECT1ONt73[RE g $ / BACK ANCHORS NOT REO'D REFERENCE ANCHOR WASHER ITYP.I Wm FROM Og INSIDE MOUNT SECTION SCHEDULE FORMA 19 mu"WITH THIS LOCATION 2CONNECTION TYPE o } PIN GUIDE TO SCALE: 3 1'- 0" SPACIN €� BUSHING WASHEREn (TYP.I A INSIDE MOUNT SECTION - REFERENCE ANCHOR = I SCALE : 3"= V- 0" EXISTING CONCRETE. SCHEDULE FOR MAX. w " / SPACING BLOCK OR WOOD FRAMING EMBED_ BUILD OUT MOUNT SECTION `cn -F �7 LL -- TVP. BOTTOM EXISTING CONCRETE. SCALE: 3"= V- 0" Z 6• BLOCK OR WOOD FRAMING FS Ago ce EXISTING CONCRETE, EDGE GIST. %IS TING' a>;o BLOCK OR WOOD FRAMING CONNECTIONTYPE S7RUCTURE W EMBED. Cl CONNECTION TYPE REFERENCE ANCHOR EMBED. dt2rCOTYNECRON-'ME Q O REFERENCE ANCHOR - SCHEDULE FOR MAX. REFERENCE ANCHOR co - SCHEDULE FOR MAX. W - ED E SPACING SCHEDULEFORMAX. 1p SPACING AS SHOWN 5 6 SPACING IN DIAGRAM ON PG. 101 1416 ( PR(Z) 3 4 w v_ W rwm GLASS j j - K 0 OR ODOR 'Wnd 7nned rr- 20. r vi 'E d om 1/2" w #12 x 1/2" SMS Cal 12" fal♦lTll72H 13 i m = ` I1 TOIA� w w 7 m G O.C. OR 3/16"0 ALUM. TAKE2 '!1 O in II NMd zones 13 r m N W O vi on a POP RIVETS @ W O.C. % O Z m GLASS OR LL $T�j4 \ o 3 i y �� j W w o OR 1/4"0 ALUM. POP Q o ¢ DOOR PoIFNH2S& '!1 r O ul windzone4 13 = _ _ RIVETS (m 12" O.C. GUST i a TAr[2 t7 GLASS f[iTA�E/\ rZ"w u'n XZOZm OR DOOR—�. IORMSEE X m o Z co co FORUM TAKE 2 = 1/4-20 S.S. MACHINE Tg1�L - i -' 0,1 AND 1/2" 1/4" MAX. FROM PIN TOE ¢ w ,..,• ``R 11 0C,SCREW B NUT (nl S[/Mp10Y TO Q!!' 1/2" TYP. WA HER ITYPE TO HING r - ••" -,c- o N 1/4" MAX. FROM PIN �•�,.,' V Tin , 1/4" MAX. FROM PIN m O X GUIDE TO BUSHING W C4 CONNECTION TYPE 1/2' GUIDE TO BUSHING S RUQ� e1 •'' Q `�R© WASHER ITYP.1 WASHER (TYP.) EDGE REFERENCE ANCHOR ¢ S 6 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. _ BLOCK OR WOOD EXISTING CONCRETE, . - SPACING AS SHOWN v,-MONNECTION•lYP 'S FRAMING BLOCK OR WOOD FRAMING C4 CONNECTION TYPE IN DIAGRAM ON PG. 101 REFERENCE ANCHOR = -� "•'z/' - ry , © OR REFERENCE ANCHOR _ SCHEDULE FOR MAX. %`� '• pp v 3" x 3" x 1/4" CONT. CONNECTION TYPE #12 x 1/2" SMS (la 12" SCHEDULE FOR MAX. SPACING '• �o•'.'� .� I�y.' , O.C. OR 3/16"0 ALUM. SPACING. ALT. FASTENER EXISTING CONCRETE.' - 6063-T6 ALUM. ANGLE REFERENCE ANCHOR LOCATION. FRONT AND BLOCK OR WOOD FRAMING . `,��P/ • ebTEO SCHEDULE FOR MAX. POP RIVETS 6" O.G. BACK ANCHORS NOT REQ'O O.Y. IMAY BE REVERSED � @ C� " 0 " AS SHOWN DASHED) SPACING OR RIVETS Ca ALUM. POP WITH THIS LOCATION •'•!!; ..�;..I•'8�%15f2008 RIVETS 12" O.C. OWALL MOUNT SECTION CEILING / INSIDE MOUNT SECTION fy{ WALU,BUILD OUT O t�1 SCALE : 3"= 1'- 0" - O SCALE : 3"= V 0" �"—S 0O'GGS . Ems'- §"= 1'- 0" sheet 7 OT12 C:\_MIDI_Projects\MiDlsparate_CAD\VJKnezevichkCAD2008\Town_and_Country\OB-22j\R3-sub\08-225-07.dwg, 6/20/2011 10:20:41 AM, 11 x 17, 1:1, v .MiDlsparate.mm - GLASS OR DOOR I I I I I I� I i 0.0 ALL EXISTING 3 o j �Boo, _ o. STRUCTU WIY W O=r } h r• u In ` O 1/4"0 ALL POINTS j ¢ z ¢ SOLID SET ANCHORS vv! w a ° O WITH 7/8" MIN EMBEDMENT IN X ul L4 z CONCRETE OR ¢=ate L7 BLOCK V i N Lo O zrr �N Q E 3" MIN. ED. DIST. 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYF TWO 1/4"0 WOOD LAG SCREWS 1% 24" O.C. MAX. WITH 2" THREADED PENETRATION "T" INTO CENTER OF STUDS EMB. "T' VT 14 SMS (al MID SPAN BETWEEN UDSFOR TRACK TO 1" x 4"PLYWOOD&UBE CONNECTION STUCCO FINISH x 4" x .125" 6063-T6 ALUM. TUBE HIS DETAIL TO BE USED WHEN STUD SPACING XCEEOS THE MAX. ALLOWABLE ANCHOR SPACING. OWALL MOUNT SECTION THIS DETAIL MAY SCALE : 3"= V- 0" ALSO BE USED AT TOP 11 —GLASS FOIASTMWInd Zone4 SO OR DOO TAME4 &10 NHZM TAME 2 FOR WL SIPARAIM TO GLASS E. OPASS THRU DETAIL SCALE : 3"= 1'- 0" GLASS OR DOOR 3" MIN ED. DIST. EXISTING STRUCTURE T. LEG DIRECTION SEE BEAM SCHED. S NOTE J1, THIS PAGE FOR ANGLE SIZE & ANCHORS REQ'D r ACCESS HO 1/4-20 MACHINE BOLT W/NUT1�/J p 12" O.0 OR #14 x 3/4" SMS 6" O.C. ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) S 6 °] o° 1416 o Sm ATTM Wind Zona4 SSEE13 - � p LE4 "FBI 1NL4 SEE W Q W T0GLASS in vai m 1/4"0 THRU BOLTS =¢ ¢ SEE BEAM SCHEDULE FOR lz j REQUIRED Nl)MBER - ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BE OE SCRIPTION & MA. HORIZONTAL SPANS) SEE BEAM SCHED. 8 - MACHINE BOLT W/ NOTE J1. THIS PAGE FO\\_l/IX2. NUT Cal12" O.0 ANGLE SIZE & ANCHOROR k14 x 3/4" SMS (al 6" O.C. REQ'D ALT. LEG DIRECTION ACCESS HOLE MAX. DESIGN LOAD = x 72 PSF R O BEAM SPAN SECTION ¢ J w SCALE : 3"= 1'- 0" r o r t t3 = N M u X Z a a L Vt 1/4" MAX. FROM PIN GUIDE it - TO BUSHING WASHER (TYP.) 1/4" TILE (TYP.) FINISH MATERIAL 3/4" PLYWOOD 1/6"0 A32S GRADE THRU BOLT Cal 8" O.C. OR 5/16"0 A325 GRADE THRU BOLT Cdl 12..O.C. GALV. OR S.S. 1/4^0 ELCO ULTRACON TO CONCRETE/CMU 6" O.C. W/1-1/4" MIN. EMB. OR 1/4"0 LAG SCREW Co) 9" O.C. W/1-7/8" MIN. EMB. IN WOOD SG=0.42. TO 0.55. 2" x S" x 1/8" CONT. AL UM. ANGLE(6063-T6) (MAX. DESIGN LOAD EXISTING WOOD TRUSS OR RAFTER 1/2" Cdl 24" MAX. O.C. 1-1/2'T-1/2'I ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BE OE SCRIPTION & MA. HORIZONTAL SPANS) SEE BEAM SCHED. 8 - MACHINE BOLT W/ NOTE J1. THIS PAGE FO\\_l/IX2. NUT Cal12" O.0 ANGLE SIZE & ANCHOROR k14 x 3/4" SMS (al 6" O.C. REQ'D ALT. LEG DIRECTION ACCESS HOLE MAX. DESIGN LOAD = x 72 PSF R O BEAM SPAN SECTION ¢ J w SCALE : 3"= 1'- 0" r o r t t3 = N M u X Z a a L Vt 1/4" MAX. FROM PIN GUIDE it - TO BUSHING WASHER (TYP.) 1/4" TILE (TYP.) FINISH MATERIAL 3/4" PLYWOOD 1/6"0 A32S GRADE THRU BOLT Cal 8" O.C. OR 5/16"0 A325 GRADE THRU BOLT Cdl 12..O.C. GALV. OR S.S. 1/4^0 ELCO ULTRACON TO CONCRETE/CMU 6" O.C. W/1-1/4" MIN. EMB. OR 1/4"0 LAG SCREW Co) 9" O.C. W/1-7/8" MIN. EMB. IN WOOD SG=0.42. TO 0.55. 2" x S" x 1/8" CONT. AL UM. ANGLE(6063-T6) (MAX. DESIGN LOAD EXISTING WOOD TRUSS OR RAFTER 1/2" Cdl 24" MAX. O.C. 1-1/2'T-1/2'I 3" 1/2" EXISTING FINISH i MATERIAL 1" x 4" x 1/8" 6063-T6 ALUM. TUBE W/ THREE 1/4"0 WOOD LAG I it SCREWS WITH 2-3/4" MINIMUM THREADED PENE TR. "T" IN WOOD (al EACH RAFTER OF TRUSS,. 24" O.C. MAX. WHERE I S 6 TUBE EXTENDS BEYOND LAST TRUSS MORE THA 8"• EXTEND TUBE TO _ NEXT TRUSS. " O.C. MAX. IN BETWEEN (MAX. DESIGN LOAD c 72 P.S.F.1 BOX BEAM SCHEDULE 2F USE 2X3X7/4 OR 2XSX7/4 ANGLES FOR 2X5 & 2X6 BEAMS e 2F USE 2X3X7/4 OR 2XSX7/4 ANGLES FOR 2X5 & 2X6 BEAMS e _ USE 2XSX1/4 ANGLES FOR 2X8 & 2X10 BEAMS oCf W 3 e `•'F, BEAM SCHEDULE NOTES: Stao w Jl. USE BEAM SCHEDULE FOR DETAIL J Fad u J2. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR W o IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS U h. J3 LAP BEAMS ARE NOT ALLOWED. o J4 ALL BEAMS L ANGLES TO BE 6063-T6 ALLOY. W � w �I Pl-�EaNATE / w 2" x 4" x 1/8" 6063-T6 W w r m ALUM. ANGLE W/ THREE ~ N =� 0 1/4"0 WOOD LAG SCREWS WITH 2-3/4" 13 0 F Z W MINIMUM THREADED �^ ]out �. PENETR. "T" IN WOOD (la X Z o Z m EACH RAFTER OF TRUSS. O ¢ r 24" O.C. MAX. WHERE i � N ANGLE EXTENDS BEYOND _ ¢ LAST TRUSS MORE THAN 8", EXTEND ANGLE TO NEXT TRUSS. OTRUSS MOUNT SECTION SCALE :3"= V- 0" 2 s A � . o ; V ; Oz KD R lfll¢net ! - .y • v. iiY .ttt05/15fi or.+s m 08-225 Meet 8 of 12 GLASS OR DOOR 2" FOG ASTM VAnd Zone GLASS OR z GLASS OR SEETMIE4 &FOR I 1 O m 111QLZSEETArE2 w J I 1 DOOR �WdR OY FOR � FOR ILL SUAMigM ________ 4�TAKI w o n t Zone4i8TAN1 w o TO LASS co FOR HVHZ In 4 AFOR HVHZ w F- F In i I 1 ETAEEE2 j Q Z'^ SEE TAKE w � = 3f I 1 ORWL xwQo FOR ML � w N�OxO GLASS 9wimTO X N N GLASS SWARUM 10 x F Z I- 73 x W N E w m N z o° E J a RADIUS HEADER MOUNTED 13 W j F 13 E o w REFERENCECl OANTCHOR G a. w PARTIAL ELEVATION 20 'vxi 2B u Z SCHEDULE FOR MAX. SCALE: 3" = 1'-0" Q Q SPACING .-51 T .CON / APCON [ol 24" RECONNECTION TYPE OX. T0 \ 18b O.C. WITH 1-1/c•• MIN. REFERENCE ANCHOR 8 N MB. i8a EMBED. SCHEDULE FOR MAX. p i3O, SPACING I I _ EXISTING CONCRETE OR �w \ BLOCK ONLY WOOD \ FRAMING 8 WOOD ANCHORS / �40i ACCEPTABLE DIST. \ ORECESS SILL DETAIL \ SCALE 3"= 1'- 0" \ 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER I (TYP.) I I TYP. BOTTOM STING EXISTRUCTURE EXISTING CONCRETE OR BLOCK ONLY. WOOD w/7' O WALL MOUNT SILL DETAIL EXISTING FINISH EO E m 1/4" MAX. FROM PIN FRAMING 8 WOOD ANCHORS MATERIAL SCALE : 3"= 1'- 0" x GUIDE TO BUSHING NOT ACCEPTABLE ODECORATIVE FLOOR TRACK DETAIL @OR@CUT IN 4" INTERVALS WASHER (TYP.) SCALE = 3"= 1'- 0" TO FORMPl �U,UE (SEE DETAIL FOR ADDITIONAL 2� INFO]. TYP. TOP & BOTTOM. FASTENER @ EACH 4" CUT z m SEE ANCHOR SCHEDULE BASED c i ON C4 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE 13 3 wbbbbb w� _ Om NT —LAPPROVED MOUNTING -'r CONDITION. MIN. OF TWO PER PIECE APPROVED FASTENER AND SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT PIECE TYP. SECTION FOR SHUTTERS Pl SCALE: 3' = V-O" 1"xt"xI/8" 8 1"x2"x1/8" 6063-T6 ALUM ANGLE CUT TO MATCH AND PROVIDE SUPPORT OF CUT SHUTTER EXTRUSIONS FRONT AND BACK. WHERE FRONT OF EXTRUSION IS ISNOTREOUIREDNFORCEMENT �q) MB r= APPROVED MOUNTING r-7 CONDITION, MIN. OF TWO PER PIECE APPROVED FASTENER AND SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT PIECE TYP. ALTERNATE SECTION FOR SHUTTERS P2 SCALE: 3` = 1'-0" o End 11/4" MAX. FROM w 1/2" TO BUSHING WAS EXISTING 1/4-20 MACHINE BOLT STRUCTURE W/ NUT @ 2" O.C. FINISH CUT AT INTERVALS TEXISTING !(PORMCURVE(SEE DETAILP1 P2 I MATERIAL ONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER P EACH 4" PIECE OCURVED TRACK SECTION DETAIL SCALE : 3"= 1'- 0" 1 08 225 1 wm ZO3 �P m $ 0 NAF =oO _p n 3_OZ r1i K m� pZ��� mW�O NjZ�� V��� 3rtJi A CR° Z 3-I p0� �Z � Gi40 3� '�n 3� m� ZZaa yY AA�nr1� 3r. O m z m v 1 3 � z m WL r+ n A� m C yy� OO mZ C zr R �z�bv a 'n C C C 3 W '^ mp, W na s Z m% ." m 'z `" � o M 'pmp z CA M p p p 0 o Q a a m MIMIM > GI - m - 15 5,- 3 mmm a o 4: N C -fmzm ^> a a Q m - %5--on 9:2 W !n m o j Lv^, ,vT, g m � W. 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TN6DOES NOT ORIWNAL,SIGNED &SEALED HARD COPIE�TO THEAPPRO AGENCY WILL FOLLOW. CONSTITUTE AN EIECTROMCSIQJATURE; • 'y 't - Cat reY1sl0I15 6.8 ACCORDION SHUTTER SYSTEM KNEZEVICH ASSOCIATES G P 1byl ode one r% Consulting Engineers • COA27989 • ,n4� IuVC� *'N{y� 0 (.�/ (�( 2590 S.W. 105th Temce Davie. Florida 33324 T (954) 821-6933 - w Kn=vich-Associatcs.com c N o N A v }' r a e a email: VJQKnezevich-Associates.com N v Vldasab Alnwm.M P 76n9 PmEuis A 01-11 1 ABC S-1, 1- 400 NEST tfaMB ROAD • FMT LAwEaaAlE. FL 333- ' C ' hr 62!' c ,A h & A.sociates LLC d/b/a Knemvich Associates r' _ PHME 954.970.9999 FAX 954-970-9988 IYI IYI IYI it it it • . a � m as sBeen Room memo sameafficom Osman Mason &soon affinammasso mamma BEEN among onamosNNmmo am ENRON Mamma mamma am man Homes sommm Sammassoffin mama 0 as Room REMEMBER= o man--105 on am am affisommosso - Emmum ME= among among soon on am mamma manna a gloom SEEM Iffismi INNINNISIM among mamma MMmmm Nommmoommm Nodg MMMMEMMMEEmmomm Mama masmRMUMMINOMMMOMOmm ON Inummm ea0a®a ^u � .032" 45'..\ (INTERIOR) i L61" f f DETA f.l2i � _. A�S�I BWINC45Y .032'.. is i i (EXTERIOR) k1 4 603" ACPCOA�O!(k:(BIACE �i ,Be .- -{-- eLNIGHT-N-EW WINDOW SULE: PALF SRE i 2.BF` DN. HOLE ^iJE ROUND (LO REC ,�'� INDCW ASSEMBLY} "s !3 �ROJNOAINCOW P55Eh18LY 4 , r BLADE WITH ROUND WINDOW 13a SCAB:3 =rc SECTION RECTANGULAR WINDOW FRAME BLOW UP DETAIL A SCAI_: HAP sIZFHAIP saE 42 sC.aLE: iulf SlzE� B�SCA.F: -:L; MAR APPROVED ER BLADE AND CONNECTION -- ROUNDOR � RECTpA�T:GUTAR ttP AT FREEMBLY, 4„ OTHER BLADE " i- RECTANGULAR / WINDOW ASSEMBLY 4.6C3" 4 6C3' �- TOP EDGE OF ACCORDION BLADE ,:........_....._.._.:...:......_ VARIES (NO LMI .._........._........_.....P.......__.__....___._.._..._.........___._._.._._.......ii ACCORDION ELEVATION WITH WINDOWS SCALE: 1121=1'-B" ...11111.... .......... z.... .......... ..l..l... GEFIERAL �.. NOTES: 1. THESE EVALL4TICN DOCUMENTS REPRESENT A SHUTTER SYSTEPIWITH WINDOWS, AlALYZEDWITHTHE PROV1S10NS5ET FOR THE ISSUANCE OF A FLORIDA BUILDING CODE PROCI:'{F APPROVAL. THIS PRODUCT 15 SUITABLE FOR INSTALLATION IN BLADE WITH RECTANGULAR WINDOW AREAS OF THE HIGH VELOCITY HURRICANNE ZONE (Ime)&NON-HIGHVELoCIIY HURRICANE ZONE(NON-HuNZ). =1.. 2. THIS SYSTEM PAS BEE. TESTED AND:VALUFIEO 9D 15114 CUMP IA•{CE WTH "HE FLORIDA BUILDING CODE (F%J REQUIREM[NTS iNCLUDINu Tt;Ell6tl VELOCHY HURRI(:SNEZ0;7E(H4IIZI,TI155YSTEt4 MEETS MiSSiLF LLVFI'L AND L{CLUOES INZCNE 4 AS DEFINED IN ASIM El.996.05. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 2D1,'202T03 AND AS1M E1836-051E1996-051E330-09. 4, THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE (IBQ � AND THE INTERNATIONAL RESIDENCE CODE (IRQ. _ �.• , S. 140INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. ,,��y• •1 6. THE ACCORDION 9,IU'MR MANUFACTURING AND INSTALLATION WITH WINDOWS INSTALLED INTHE 9lADE (13a S 13b} M(�T tA.p�"--A+Y APPROVED •......OAIACEVED SFNTTER CENTERMATES TYPICAL PLAN VIEW OF ACCORDION WITH WINDOWS SCALP.: Y = 1'-0" ALE, COMPLY WITH All OF THE GENERAL NOTES & CONDITIONS FOUND ON ANY KA PREPARED, FBC 2007 PR DUCT APPROVED,6.8 ACCORDION SHUTTER SYSTEM DRAWING. 7. THE ROUND WINDOW, COMPONENT (41) IS MADE FROM SABIC PLASTICS 5LX1431T-UL-94HS (THICKNESS SHOWN10N '. COMPONENT DETALI. 8. THE RECT{LNGL44R t47ND0'4 SH04YN UJ OEfAI 138 [S ruwE FROM G.` X110 LFXAt+ W1R; 0.075' MINIMUM TH!CX!�K6�..'•, �� ,� 9. FRAME FOR RECTANGULAR WINDOVVI MAY BE NYLON 6 OR POLYCARBCTIATE WITH A MINIMai THICKNESS OF 0.351' A'iTA_ v�y A • '�" TO GLADE WM (6) A4 STAINLESS STEEL SCAWS OR BOLTS WITH NUTS. 08-225 shwt 12 of 12