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HomeMy WebLinkAboutSUBMITTED PAPERS1. 2. 3. 4. 5. PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772462-1553 APPLICATION FOR STORM SHUTTER PERMIT NAME ADDRESS: CITY: t 7C eK e STATE: ZIP CODE: PHONE: EMAIL: SCq NNFD St < UOIO �O 4ntY FL REGISTRATION/CERT #: C, & 1, i L=) L V-D ® v COUNTY CERT #: BUSINESS NAME: PHONENUMBER L 3 Z' EMAIL: Type of Surface attachment: Wood Frame Concrete Masonry I Other PRODUCT TYPE I PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS ACCORDION AQ bib& ROLL -UP FABRIC OTHER [ } ATTACH 2 COPIES OF;THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. I ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR MSTEVGRESIDENTIAL STRUCTURES ONBACS. 7. VALUE OF CONSTRUCTION: $ PERMIT FEE: $ OWNERS AFFiDAVrr:. 1 I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAME OF OWNER O •CONTRAC U R SIG TUBE OF OWNE , OR CO�PJ' QUALIFIER STATE OF FLORIDA, COUNTY OF )i �C� f- ACKNOWLEDGED BEFORE ME THIS DAY OF 2 BY, k 11P7" IS PE ,'�� °`Ll � Notary Public . Stalcol Florida OR WHO HAS PRODUCED AS IDENTIFICATION. ?• ; •1, My Comm. Expires Nowt, 2016.- 1 '.'�, a:= Commission #,EE "1616 ve O �'•% v �`� Bonded 1 Na 1wd NoWl Asm. SIGNATURE OF NOTARY s TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC' COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR DIPROVEMENTS TO YOUR PROPERTY. IF;YOU INTEND -TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/201 JC 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: ......................................... ... 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 naive 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/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.I%L 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 maybe 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 YO`i$li ;te opening for the inspector to verify remaining panels. S3F104? }i..9151G • ;::i<+t:'i ttifti.'i `'.I`.r;,1...$�.`,. .. N�NEV HOMES ALLvS. TTER PANELS MUST BE INSTALLED AT TIME OF FINAL ,;;aa,.]SEC'I'IN'OR'ZI�T PECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05 http://www.paslc.org/ F. Ic/basearea.asp?sketch=\137000\929001.j... 0 Details Parcel ID: 1306-500-0049-000-2 Card Number: 1 Account Number: 137929 Code Description I Area Perimeter 1 . . .... ...... ...................................................._......................1 BAS-BASEAREA ' 1812 r .......................... I 212 r................... .......... ...... .............. ...... � CLPA-Closed Porch Average ........_........... 216 ; _................. _.......... I 70 1 GAA-Garage 441 i 84 Attached Average PATH - Patio High I i I (Flooring over i 200 1 60 1 Slab-Tile,Pavers,etc) 1.................. ..... ...... .... .......__._......................._......._...................._........... SPAH- Screen Porch Attached High ................................................................ 81 34 i................................. 1 of 1 12/5/2013 7:34 AM i GENERAL CON-11RACTORBi 0,ENTILE, CI®IRP TO: CGC 1 50-4314• REF: ) 4 �f FAx: 561.E ::8.1 39B DATE=: F HONE: 954.520.054B 772.342.692B G ENTI LEI..LC;@CO M CAST. NET MAMMON MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street Room 208 AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building Rollingshield, Inc. 2500 N.W. 74t" Avenue Miami, Florida 33122 SCOPE: This NOA, is being issued under the applicable rules and regulations governing the use of construction materials The documentation submitted has been reviewed and accepted by Miami -Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA1 shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In, Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or 'suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of thel Florida Building Code. DESCRIPTION: " RS-1 High Velocity " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 12-2011(RS1-06), titled "RS-1 High Velocity Shutter System", sheets 1 through 9 of 9, & 2A of 9, prepared by V. M. Engineering, dated 12/26/2011, last revision 44 dated 12/26/2011, signed and sealed by Morgan Villanueva, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS201, TAS-202, and TAS-203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its, entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0604.13 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 11-1227.04 MIAMI DADS COUNTY Expiration Date: 01/19/2017 0 1 / Q/2 0 /Z Approval Date: 01/19/2012 Page I icuiiinssnieiu, ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06-0822.03 A. 'DRAWINGS 1. Drawing No. 06-003RS1, titled " RS-1 High Velocity Shutter System ", sheets 1 through 9 of 9, prepared by V. M Engineering, dated July 05, 2006, last revision #1 dated November 25, 2006, signed and sealed by Morgan Villanueva, P. E. B. TESTS 1. See Association's generic approval under 06-1826. C. ,CALCULATIONS: 1. See Association's generic approval under 06-1826. D. QUALITY CONTROL 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 7. See Association's generic approval under 06-1826. F. STATEMENTS 1. Release letter issued by National Shutter Association, dated October 19, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami -Dade County Approval No. 06-1826, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V. M. Engineering, dated October 19, 2006, certifying that the drawing (No. 06-003RS1) prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing (No. 06-004RS1). 4: Acceptance Letter issued to Mr. Jose Delgado on December 10, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07-0206.03 A. DRAWINGS 1: Drawing No. 06-003RS1, titled "RS-1 High Velocity Shutter System ", sheets I thru. 9 of 9, & 2A of 9, prepared by V. M. Engineering, dated 0710512006, last revision #2 dated 1111012006, signed and sealed by Morgan Villanueva, P. E. on 02102107. elmy A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 11-1227.04 Expiration Date: 01/19/2017 Approval Date: 01/19/2012 E-1 Rollingshield, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 06-2372. C. CALCULATIONS: 1. See Association's generic approval under 06-2372. D. QUALITY CONTROL 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-2372. F. STATEMENTS 1. Release letter issued by National Shutter Association, dated October 19, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami -Dade County Approval No. 06-2372, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V M. Engineering, dated October 19, 2006, certifying that the drawing (No. 06-003RS1) prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing (No. 06-004RS1), revision #2. 4. Acceptance Letter issued to Mr. Jose Delgado on December 09, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09-0604.13 A. DRAWINGS 1. Drawing No. 09-008RS1, titled "RS 1 High Velocity Shutter System ", sheets I thru. 9 of 9, & 2A of 9, prepared by V. M. Engineering, dated 0511412009, last revision 93 dated 0511412009, signed and sealed by Morgan Villanueva, P. E. on 05127109. B. TESTS L See Association's generic approval under 09-0830. C. CALCULATIONS: 1: See Association's generic approval under 09-0830. Helmy A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 11-1227.04 Expiration Date: 01/19/2017 Approval Date: 01/19/2012 E-2 Rollin shield, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY CONTROL 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 09-0830. F. STATEMENTS 11. Release letter issued by National Shutter Association, dated May 21, 2009, certifying this product to meet the criteria of product tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami -Dade County Approval No. 09-0830, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated May 21, 2009, signed by Mr. Jose Delgado. 3. Letter issued by V. M. Engineering, dated May 21, 2009, certifying that the drawing (No. 09-008RS1) prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing (No. 09-016RS1), dated May 29, 2009. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12-2011(RSI -06), titled "RS-1 High Velocity Shutter System sheets 1 through 9 of 9, & 2A of 9, prepared by V. M. Engineering; dated 1212612011, last revision 44 dated 1212612011, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. See Association's generic approval under 12-0074. C. CALCULATIONS: 1. See Association's generic approval under 12-0074. D. QUALITY CONTROL 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 12-0074. elmy A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 11-1227.04 Expiration Date: 01/19/2017 Approval Date: 01/19/2012 E-3 Rollingshield, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. , STATEMENTS 'I. Release letter issued by National Shutter Association, dated January 13, 2012, certifying this product to meet the criteria of product tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami -Dade County Approval No. 12-0074, signed by Jose Delgado. ' 2. Acknowledgment letter by Rollingshield, Inc., dated January 13, 2012, signed by Mr. Jose Delgado. 3. Letter issued by V. M. Engineering, dated January 13, 2012, certifying that the drawing (No. 12-2011(RSI-06) prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing. elmy A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 11-1227.04 Expiration Date: 01/19/2017 Approval Date: 01/19/2012 E-4 1. THIS SHUTTER ACCORDION 'IRS-l" HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1609 OF THE FLORIDA BUILDING CODE EDITIONS 2007 AND 2010. AS PER TAS 201-94, TAS 202-94 & TAS 203-94 OF THE TEST PROTOCOLS FOR HIGH -VELOCITY HURRICANES ZONES, AND AS PER AMERICAN TESTING LABORATORY WITH THE TEST NO. 4986. THE DESIGN LOADS COMP LY LY WITH SECTION 1626 OF THE FLORIDA BUILDING CODE EDITIONS 2007 AND 2010. THE WIND PRESSURES SHOWN IN THE TABLES ON SHEETS (6 OF 9) AND (7 OF 9) IN THIS DOCUMENTS ARE AS PER FBG 2007 EDITION (ALLOWABLE SERVICE DESIGN), TO OBTAIN THE EQUIVALENT WIND PRESSURES AS PER FBC 2010, DIVIDE THE WIND PRESSURES SHOWN IN THE TABLES ON SHEETS (6 OF 9) AND (7 OF 9) OF THIS DOCUMENT BY 0.6 FACTOR (ULTIMATE FACTOR DESIGN). IN ORDER TO -VERIFY THAT ANCHORS ON- -- THIS PRODUCT -APPROVAL -DOCUMENTS; AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS, AND IN THE LABORATORY THE TEST LOAD WAS 50% MORE OF DESIGN LOAD. THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE RESISTANCE AS SHOWN IN THE TEST RESULTS FROM LABORATORY. AND LAST BUT NOT LESS, THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (H.V.H.Z.)" 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 3. SCREWS SHALL BE: - AISI SERIES 304 OR 316 STAINLESS STEEL, Fy=35ks1 MIN. CARBON STEEL CORROSION RESISTANT AS PER DIN 50018, Fy=50ksi. 4. BOLTS SHALL BE: T4-2024 ALUMINUM ALLOY AND TEMPER, Fy= 18ksi MIN. - ASTM A-307 GALVANIZED STEEL, Fy- 50ksi - AISI SERIES 304 STAILESS STEEL, Fy=35ksi MIN. 5. ANCHORS TO WALL SHALL BE AS FOLLOWS: (5.1) TO EXISTING POURED CONCRETE: (Min. Vc = 3 ksi) - 1/4"0 TAPCON ANCHORS AND 1/4"0 MAXI -SET TAPCON, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD - 1/4"0 CRETE-FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. - 1/4"0 x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS NOTES: 5.1.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4". 5.1.2) MINIMUM EMBEDMENT OF 1/4"0 CALK -IN ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED TOGETHER WITH 1/4"0 CALK -IN ANCHORS. 5.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.1.1) & 5.1.2) ABOVE. (5.3) TO EXISTING CONCRETE BLOCK WALL: - 1/4"0 TAPCON ANCHORS AND 1/4"0 MAXI -SET TAPCON, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD - 1/4"0 CRETE-FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. - 1/4"0 x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS NOTES: 5.4.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS, IS 1 1/4". 5.4.2) MINIMUM EMBEDMENT OF 1/4"0 CALK -IN ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED TOGETHER WITH 1/4"0 CALK -IN ANCHORS. 5.5) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES, ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.4.1) & 5.4.2) ABOVE. (5.6) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (5.7) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS ON SHEET 7 OF 9. 6 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE ALTERNATIVES NOTES ON SHEET 6 OF 9). - FLOOR MOUNTING INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE 7. CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WILL BE INSTALLED TO INSURE APPROPRIATE INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR: -VERIFY THE EXISTING CONDITIONS OF THE STRUCTURE WHERE SHUTTER WILL BE INSTALLED TO PREVENT ANY DAMAGE TO EXISTING STRUCTURE. -SEAL ALL SHUTTER TRACKS COMPONENTS ALL AROUND EDGES IN CONTACT WITH THE STRUCTURE TO PREVENT ANY DAMAGE DUE TO WIND AND RAIN _ -SELECT THE PROPER TYPE -OF INSTALLATION TO PROVIDE APPROPRIATE WORK INCLUDING LIFE SAFETY OF THIS PRODUCT. -IF IN ANY CASE CONTRACTOR NEEDS TO MADE ANY MODIFICATION HE/SHE SHOULD COMMUNICATE IMMEDIATELY TO ENGINEER OF RECORD BEFORE ANY ACTION. 8. A LABEL SHALL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER AND SHALL BE EXPOSED ON THE CENTERMATE, COMPONENT 2 OR 3. LABEL SHALL READ: RS-1 ALUMINUM ACCORDION. ROLLINGSHIELD INC. MIAMI, FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. 9. THE INSTALLATION OF THIS RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY WITH THE SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 10. THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN IT MEETS THE FOLLOWING TERMS: -PLANS SHALL BE SIGNED & SEALED BY THE ENGINEER OF RECORD. -NO MODIFICATIONS AND/OR ALTERATIONS MAY BE MADE BY ANY MEANS. 11. THIS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SITE. z a w� F 7 v) PICAL SHUTTER ELEVATION OR ® `� OR o �; pa0 z PRODUCT REVISED p as complying with the Florid.^. U Building Code AcaplanccNogn 22%.o,Q,Ld R *14 F.B.C. (High Velocity Hurricane Zone) )WG No:12-2011(RS1-06) SHEET 1 OF 9 5.079'.. 2 ( MALE/FEMALE BLADE v M U HEADER WALL MOUNT It if O MALE CENTERMATE BLADE U B.O. HEADER WALL MOUNT 2,_OBO" 900" ,953" 500" ,980"__ MW J.�j= ZIT.1 _r O FEMALE CENTERMATE BLADE 0180° MALE STARTER 0 �l 0CEILING HEADER MOUNT. 146" 125" IIY N 5" 1, _ 1. 105" -0621, 8 FOR S L L I _ .125" o i ryP. 5" Max. AS APPL/CAB1.E --' L-� 7" Mox _AS APPLIGBLE —JI `- �� '�-2B.O. ANGLE ALUMINUM B IJ )ADJUSTABLE FLOOR SILL ADAPTOR n _ 11 STARTER ANGLE 1 ._ 10 THRESHOLD TRACK 15 CEILING HEADER 16 FLOOR SILL r-- h L 17 ADJUSTABLE FLOOR SILL ADAPTOR W -/ LIP v n 14 ALUMINUM B.O ANGLE 21 WALL HEADER aEipmmQ �■ in Z 6 -- z PRODUCT REVISED 0 as complying with the FIM&: 0 Building Code AccaepttionanceDatNoc 71 M Expi ,� B � Y Miami DnPlodiict Control Q F.B.C. (High Velocity Hurricane Zone) No: 12-2O11(RS1-06 T 2 OF 9 J.000" MAX CLEAR PANEL 5116"-18 SS.M.S. (2)HOLES FOR r WIDTH `— 3/16" POP RIVETS AS SHOWN :_ — 3/16"0 ALUM.— 7/1e" — - 2.500^ i o — v o POP RNE75 -- I 718 " 7/8" 1/1 rf j_ L.. _1.500"—'.PL78T/C KNOB I I , I 18 PLASTIC KNOB LOCK �� i F� ! I F a ! PREAl -HOLE i ! JMX LONG20 NICKEL PLATED PUSH 'I i i _. Q1fjDF WIDTH_ ; ; RVUAIRSCRnYS C ' 1/ID TO X O.OJ" LOCK BOTTO Ql.�i-___ .i0 21 I i V' —SEE NOTE BELOW —,- LOCKING PIN TO - 1 0' SHUTTER B[ADf LENCILIS, AND FOR SHUTTER OWE LENGTHS GREITER THAN 9'-0' INCREASE LOCKING P/N'S LENGTH BY 2" FOR EVERY 6' INCREASE ON SHUTTER BLADE'S LFA'GTH. .4.500" 250" -._r MIN. Y i N y�� U Cis- I �L� AIALEfFEMALE BLADE DETAIL OF CLEAR PANEL LOCATION MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTER MUST NOT EXCEEDED FOUR (4) PER ACCORDION AND LOCATED TWO AT EACH SIDE OF THE CENTERMATES STARTED AT THIRD BLADE AFTER THE CENTERMATES AND THE SECOND ONE FOURTH BLADE AFTER, TYPICAL AT EACH SIDE OF THE SHUTTER. >t CLEAR PANEL SHALL BE LEXAN RESIN /%103— 112 (UV STABILIZED) OR EQUIVALENT COMPARABLE TO C.E. LEXAN POLYMER SHEET J90-34, APPROVED BY MIAMI—OADE COUNTY NOA J/03-1210.4, THERMOPLASTIC POLYMER TENSILE STRENGTH Fy=8.9ksi, Fb=12.9ksi, E=328.7ksi EXISTING GLASS I MIN. SEPARATION j U I TO GLASS ;! (SEE LE la "0 TAPCON ANCHORS W/ ON SHEETU6) I I 1j" MIN. EMBEDMENT INTO ! CONCRETE © 4.5" O.C. MAX., } "0 CRETE FLEX ! 7 II ANCHORS W/ 1j" MIN. EMBEDMENT INTO CONCRETE NEW !q" THICKNESS x 6" CONT. (6063—T6 ALLOY & O 6" O.C. MAX OR ly" 0 TEMPER) ALUM. PLATE I I II CALK —IN ANCHORS W/ §" 7 MIN. EMBEDMENT INTO CONCRETE_ AT 4" O.C. MAX. ! �� Ill I; I \ OR n AQ I n tIl � V 1/4"0-20 S.S. AS. W/ NUT & WASHER e@ " O.C. OR /J14X 3/4" POURED —I S. EDQFSOF@ 4.5" O.C. SLAB IF CONCRETE REQUIRED APPLICABLE TYPICAL CONNECTION WITH ALUMINUM PLATE (ONLY FOR WINDOW SILL, � m p Y U t, P8 Lu v Y = 4 ••Mnm•, z PRODUCT RF.VLSCD 0 complying with llte Florid. U Building Co do LJ Acceptance No 7 exp' LionDotc MIA I By < Miami DB roduct onlrol Q F.B.C. (High Velocity Hurricane Zone) DWG No:12-2011(RS1-06) SHEET 2A OF 9 POURED _ POURED- EOGE OF... CONCRETE ANCHORS EDGE OF = d \ CONCRETE EDGE OF .. CONCRETE CONCRETE ANCHORS V) CONCRETE IF REQUIRED (SEE SCHEDULE ON SHEET 7) CONCRETE IF CONCRETE IF REQUIRED 0= m APPLICABLE APPLICABLE ` (SEE SCHEDULE ON SHEET 7) o \ % APPLICABLE (\� D JZ ry R U.___ n d o F.D. __ _ __ E. D_ EDGE OF E.D. SErr SHEET 7 E. .SEE SHEET 7' APPLICA6LE \ _t_ _� '� R g _ _- _ y+ ED "EQ �y 9 __ \ , > NNS: EXISTING GLASS \ IIi� ' GIASS i ilii iii� MIN. SEPARATIONi MIN. SEPARATION I I =w ' TO GLASS i i , N y TO GLASS i i i n• rn rn (SEE SCHEDULE ' ,.-1 T 1 I (SEE SCHEDULE �O k ON SHEET 6) o i ON SHEET 6) i '_^ u�'i o 10 CEILING HEADER MOUNTING INSTALLATION O3 CEILING HEADER MOUNTING INSTALLATION bf� EO'T 6 �7 lU Z 3fytabN MIN. SEPARATION I i i< i TD GLASS I I 1 (SEC SCHEDULE ti ' I m ON SHEET 6) i i �d iO L11 ~ MIN. SEPARATION WW� u i EXISTING I i ' wL N \�p',��,y TO GLASS i F N N GLASS ALTERNATE i Y w rY (SEE SCHEDULE i O w o ANCHOR •1 ' •.t: 1 ON SHEET 6) i I LOCARON MIN ..—' �Qll1 4.. 3/4' S.S. S.O.S. POURED MN.O2" O.C. 1 CONCRETE IF POURED ONCRETE FgIIRD �14z3/4" S.S. S.D.S 0 12" O.C. REQUIRED //,�dQ!•;V3�•i•. "•� 7`aNv�Ff� _ a 7 <° .�La E.Q. E.Q., a E_C. E.Q.. E0� Fj1 ` ° '' a PRODUCT' REVISED '3 E.D. SEE SHEET 7 . ° -.a.. E.D. SEE SHEET 7 E.D. SEE SHEET 7 O J 6.D, SEE SHEET 7 ° Uucldng� de�llr the F101W U EDGE OF L-�— EDGE OF EDGE OF ° �— . -EDGE OF SLAB IF I A / •b .1 „ SLAB IF SLAB IF ° •� SLAB IF Acee tnnee No 'LZ % • 0 LL APPLICABLE '-- `'� APPLICABLE APPLICABLE '�--- . J '-- APPLICABLE Ezpi lion Date 'faQf7< ALTERNATE — L CONCRCTE ANCHORS L_ rf � ANCHOR (SEE SCHEDULE ON SHEET 7) CONCRETE ANCHORS llyl1�.�T,�I LOCATION (SEE SCHEDULE ON SHEET 7) Mi'�onti Dad o duct Control Q 0 SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION ® SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION F.B.C. (High Velocity Hurricone Zone) )WO No:12-2011(RS1-06) SHEET 3 OF 9 LLJ ..CONCRETE ANCHORS \ (SEE SCHEOULE ON SHEET 7) OR R = InETE BLOCK oI POURED NO ETPOURED CONCRETE POURED CONCRETE CO !n REO ED- OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED r-CONCRETE ANCHORS REQUIRED— 1/4"e-20 S.S. M.S. _ (SEE SCHEDULE ON SHEET 7 _ �." T- CONCRETE ANCHORS _ A ) W/ NUT & WASHER Z .r.,, � ��� \s.s. s.o.s. ®s^ o.c. __ � � _ ���'r n (SEE SCHEDULE ON SHEET 7) 4 .. I! / y ® 9" O.C. OR #14X 3/4" to v .I r° _ Ea 2 - [ IICDT .D.3L;!1I)II� , > �0 w W IIL 6 � EXISTING I MIN. SEPARATION ice= EXISTING MIN. SEPARATION I GLASS TO CLASS I I �k+ '^ GLASS'""\ TO CLASS �, \ µ+w In EXISTING I MIN. SEPARATION I I i rc s 1 (SEE SCHEDULE +Nzo l (SEE SCHEDULE I I /--t I 1 iw GLASS TO GLASS I vl ON SHEET 6 I I I 1^I" 111 I I �J z 1^ _ ON St 6 0 (SEE SCHEDULE I w z I" ) I I I m y ON SHEET 6) i i rn N o i i 1 Q5 HEADER WALL MOUNTING INSTALLATION 6 B.O. HEADER WALL MOUNTING INSTALLATION 07 8.0. CEILING HEADER MOUNTING INSTALLATION ■ Ea 0 �W ■ z 3 LLOI POURED CONCRETE C Q m m OR CONCRETE BLOCK `� 0) a N REQUIRED /—CONCRETE ANCHORS 1 I '/ iFl7 r / (SEE SCHEDULE ON SHEET 7) i `1 I��% EXISTING MIN. SEPARATION MIN. SEPARATION GLASS 1 TO CLASS I ��e (`,�� "��•''•• /�,/ i!F TO GN (SEE SCHEDULE (SON SHEET 6)�®#14tXz3'/4'EE SCHEDULE ON SHEET S.s. s iI iI �aIA Woi wi _\ • o ��b1 11 \./` illi Ili Nvwio IW l� III Illii z '� �L 4 �I / ITT 7►Ip N — POURED-7 CONCRETEa REQUIRED ii \ IO °° liiii iiiW ^ ii MIN. 4J ALTERNATE \X //..jt • QR4 ANCHOR �4 9 y LOCATION EXISTING I MIN. SEPARATION 'I GLASS i TO CLASS I I (SEE SCHEDULE Nwo 1 a . _{_r_ Z E.D. SEE SHEET E.D. SEE SHEET 7 �-' ON SHEET 6) i i i NZ L r W E.Q. E_O. E_Q. _Eq. PRODUCTREVISED p -- u complying with the Plorid:l U Building Code - V / J Acceplunm No1- "L OL} 1 4'0-20 S.S. M.S. W/ NUT & WASHER BXpinde. DelcO 1 07 POURED CONCRETE I ®9" G.C. OR f(14X 3/4" a CONCRETE ANCHORS `+ Q (SEE SCHEDULE ON SHEET 7) S.S. S.D.S. 0 9" O.C. , OR CONCRETE BLOCK By REQUIRED Miami Deroducl Canlrol Q '--CONCRETE ANCHORS � 93 THRESHOLD FLOOR MOUNTING INSTALLATION QO WALL MOUNTING INSTALLATION (SEE SCHEDULE ON SHEET 7) SCALE: T8 A 0 SILL & ADJUSTABLE DATE: 12-26-2011 LOOR MOUNTING INSTALLATION F.B.C. (High Velocity Hurricane Zone) DWG No: 12-2O11(RS1-06) SHEET 4 OF 9 10 OR@ POURED CONCRETE OR CONCRETE - - 84OCK WALL REOU/RED • CONCRETE ANCHORS 0 12' 0..0 FOR \ J' MRI ED. FOR 2S' OR 2' USE EXISTING CUSS-- CONCRUE ANCHORS AT 6' O.C. E.D. _______ _______________________ y 7Q+ R 1 i� A. CONCRETE ANCHORS B 12'� L-E0.-. 1 y W O F.D. FOR lJ� ,1 & O + I DR O.0 FOR J' MIN. .® 2.50' OR 2' USE CONCRETE ANCIi0R5 6' ----------------------- nr ac. _ ------------ ---------------- 2k2k1/8' CONT AL UN. TUBE �/IIxJ/1" S5. SMS. OR J/16'P Alum. POP RIVETS 0 OR Q3 9- aC. (TYPJ 7 SECTION C t --- 9 TOP & (SEE NOTES) SECTION A —A EXISTING � + �OR ® + & 6O +! ,+1?l OR ------- - - - & BOTTOM SECTION D i 1 21927X1/B' OR JkJk.090' Alum. TUBE (606J-T6 RUDY & TEMPER) 7k1k1/B'xTUBE SIZE ALUM. ANGLES TOP/BOTTOM W/ (4)J/16 " Alum. 10P RIVETS OR (214xJ///1' 2 0 TO TUBE AND - (ANCf(0.R5 AS S OY/NiAPCONS POST CONNECTION DETAIL • CONCRETE ANCHORS 0 12" O.0 FOR J' LIM EX. FOR 2.S' OR 2' USE CONCRETE EXISTING CUSS ANCHORS AT 6' O.C. __ ____ `_1_______________- o °H ©©a �7��(+ %C R ®,+ ®, lJ� 15 1( 6� +OR 16 0 POP 0 9'ac. _____________________�_� TOP & BOTTOM SECTION B END CLOSURE ALTERNATE EXISTING CLAS5 { Gs j F�ry a�wT 21,,4' MIN. WOOD STUDS. (AS APPLICABLE) __% � I Mom I�i�Ny z �rrT w '�..� 11410 LAG SCREWS 0 9" O.C. J W/ 1 1/2" MIN. rHRE40ED EMBEDMENT TO EXISTING WOOD. 4w 114,314' SMS. OR J/16 I ALUM. POP RIVET 0 9' O.C. SECTION F DUAL NYLON WHEELS WITH B. 90' BY 1. 100' LONG NYLON GUIDE. WIN NO I.D. MARKS AT TOP OF INTERIOR SLATS SPACED £DOALLY, FASTENEO WITH ONE NO. 14 BY J' HEX HEAD PIN SCREWS 0.490' DAVETER BY 0.590' NYLON GUIDE. WITH NO ID. MARKS, AT TOP AND BOTTOM OF EACH EXTERIOR SLAT. FASTENED WITH ONE NO. 14 BY J' HEX HEM PIN SCREVS. 0.490- DIAMETER BY O.B2O" NYLON GUIDE. WITH NO MARKS. AT TOP AND BOTTOM OE' EACH INTERIOR SCAT. FASTENED, WIN ONE NO. 14 BY J' HEX AHED PIN SCREWS. 0.-- Odb - BY 21' LONG ALUMINUM LOCK PlN. AT T17P AND 80TION OF EACH LOCKING SLAT, FASTENED WUH ONE 10-24 BY 0.1J0' LONG /14xJ/4' S8�r�4 THUMB TURN SCREWS. SN.S. OR J/16 C 111//////� \% aum. ORQ3 POP RIVETS 0 R. O.C. (TYPJ 1•XI %O62' CONT. ALUM. ANGLE SECTION E 2 x4Sr os OR 03 NOTES FOR LOCKING OF(2 &Q PUSH BOTTOM LOCK MAY BE USED FOR INSTALLATIONS SECURED FROM THE N (2(� TS/DE OR INSIDE OF SHUTTER. WHEN INSTALLING f OM TH OUTS/DE, A 7 B"0 HOLE SHALL BE DR/LlEO AT J AND �f�9 MUST BE RIVETED FROM THE BACK OF J TO 7 FRONT W/ (2)J/760 ALUM POP RIVETS. A J/g'0 HOLE MUST THEN BE DRILLED AT(DTO ALLOW FOR @T701 TWO PSS THRU. WHEN INSTAL NO FROM THE INS/0£, ® MUST BE RIVETED TO t`2lW/(2)J/16 0 ALUM. POP VETS .3 0 HOLE P/N 70 PASS T4 v0 THRU J�AND 2�T0 ALLOW FOR 5/161,1" LOCK Lne MAY BE USED ALTERNATIVELLY TO T LOCK FOR INSTALLANO S SECURED FROM THE OUTSIDE OR SIDE OF SHUTTER. I1Q, TH/S CASE, A 5/16'0 HOL�SHALL BE DRILLED THRU 2 AN0 J. HOLE DRILLED TO 2 SHALL BE TAPPED 70 AC PT 1B THREADS PER INCH ACIANE SCREW. EXISTING GLASS GR Rp S )N p. 1/2„ MIN. T—La _U V a J. F7 A. Lm U e$ t ■Iz — a<x`cii 9 Q GIP a R9.W� ■ Q) :2 0)j _ �oN�J ��►5m44.1y� Z 1/4'0 LAG SCREWS 0 9- O.C. W/ 1 1/2" MIN. THREADED MBfOMENT TO EXISTING WOOD. PRODUCE REVISED p as complying with the Florida U Building Code 1 w Acceptance NO,- —0Q L5 Bxpi tlo]Daleo 170 By . Miaml Da To net Coniro! _ 2 F.B.C. (High Velocity Hurricane Zone) SECTION G DWG No:12-2o11(RS1—os) SHEET 5 OF 9 MAXIMUM DESIGN PRESSURE RATING "W" AND CORRESPONDING MAXIMUM SPAN L" SCHEDULE, MAXIMUM WIND LOAD MAXIMUM ALLOWABLE DESIGN SPANS MINIMUM SEPARATION TO GLASS (n.) DESIGN W' (ps.L) - SECTIONS 5 TO B MALL MOUNTING _ INSTALLATIONS SECTIONS 1, 2 & 9 FLOOR/CEILING MOUIJTIN INSTALLATIONS SECTIONS 3 & 4 g00R/CE/LING MOUNT/N INSTALLI7/ONS SECTION 10 —WALL- MOUNTING — /NSTAL[A7fON M.1 Sn ill. wsTurm will. ME RRST JO'-O' Eitvanox OF eurtpmc NEASUREO AT BORON WHEN SHUTTERS WSIALLEO ABOVE- m-p rue AnBN or °UiL � f V £O ATIOU OF L+ _ L- L+ L- L+ L- L+ L- OF SHUTTER. s-ITER. 0 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 2 3/4„ ' - -4" 12'-4" 12'-4" 12"-4" 12'-4" 12'-9" 12'-4" 3•• 2 3/4" 40 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 3•• 2 314 45 11'-10" 11"-10" ill -to" 17"-)0" _.__ 12'-4" 12'-4" 12'-1" 12'-3" 3•• �2 3 4" 50 17'-3" 11'-3" !1'-5" 17'-5" 12'-4" 12'-4" 71'-11 12'-7" 3„ 2 3/4" 55 10'-8" 10'-8" i l ,-0" I l'-O" 12'-4" 12'-4" i 1 "-8'" 12'-0" 3•' 2 3/4" 60 _ 10'-3" f0'-3" I0'-7" 10'-7" 72'-0" 12'-4" 71'-6" 17'-10" 3" 2 3/4" 65 9'-10" 9'-10" 10'-2" 10'-2" 11'-6" 12'-4" 11 "-3" f l'-9" 3" 2 3/4" 70 9'-6" 9'-6" 9'-9" 9'-9" 1!'-1" 72'-4" 11'-1" 11'-6" J. 2 3/4" 75 9'-2" 9'-2" 9"-4" 9'-4" to'. 9- 12'-4" to' -to" 1l'-4" 3" 2 3/4" 80 8,-10" 81-101, 9'-4" 9'-4" 10'-5" 12'-4" 10'-8" I1'-2" ----_ 3•' 2 3/4„ _. BS 8'-7" 8'-7" 9'-0" 9'-4" to'-1" 12'-4" 10'-5" ll'-0" 3" 2 J/4" 90 8'-4" 8'-4„ 8'-9" 9'-3" 9,_ to" 12'-4" 10'-3" 1 to'-10" " 2 3/4 95 7"-8" 8"-2" 8'-6" 9'-3" 9'-6" 12'-4" _. 10'-0" 10'-8" 2 3 4" 2 3/4" 100 6'-10' 7'-11" 8'-4" 9'-1" 9'-4" 12'-4" 9'-10" 10'-6" 2 114 2 3/4" 105 6'-3" 7'-9" 8"-1" 8'-10" 8'-10" 12'-2" 9'-7" -10'-5" 2 3 4" 2 3/4" 110 5"-61" 7'-7" 7•_9" 8'-8" 8'-6" 11'-11" 9'-5" 10'-3" 2 3 4" 2 3/4„ 115 4'-10" 7'-5" 7'-3" 8'-6" 8'-O" 11,-8" 9"-2" 10'-2" 2 3 4" 2 3/4" 120 4'-2" 7'-3" 7'-2" 8'-3"" 7'-7" 11'-5" 9'-0" 10'-1'" 2 3 4" 2 3 4" l25 3'-6" 7'- 1 " 7'-0" 8"-1 " 7'-3" 1 1'-2" -- - 10'-0" 2 314 2 3/4'" 130 - 6'-1 1 " - 7'-11 " 7'-0" to'- I I" - 91- 10" 2 314 2 3/4'" 135 - 6'-10"' - 7'-10" 6'-8" J0,-9,• - 9'-9" 2 3 4" 2 3/4" 140 - 6"-8" - 7'-8" - 6'-6" 10'-7" - 9'-8" 2 314 2 3/4" _ 145 - 6•_7•, _ 7'-6,• 6'-3" 10,-4•, _ 8,_7•• 2 114 2 3/4•• ISO - 6'-6" - 7"-1" 6'-0" 10'-2" �_.._ - 9'-61" 2 .314 2 3/4" 155 - - 6'-4" - 6'-9 5'-10" 10'-0 - 9'-5" 2 3 4" 2 3/4" 160 -- 6'-3" - 6'-5" 5"-8" 9'-101" - 9'-4" 2 J 4'" 165 - 6'-2„ - 6'-0" 5'-6" 9'-9" - 9'-4" 2 1 2" 2 3 4" 170 - 5'-11" - 5'18" 5'-4" 9'-7" - 9'-3" 2 1 2" 2 3/4" 775 - 5'-6" - 5'-4" 1 5'-2" -- 9'-5" - 9'-11' 2 1 2" 2 3/4" 180 - 5'-2" - 4'-11" 5'-0" 9'-4" - 9"-0" 2 1 2" 2 3/4" i85 - 4'-loll - 4'-7" 4,-10" 9'-0" - 8'-11" 2 1 2" 2 3 4" 190 - 4'-5" 4'-2" 4'-9" 8"-10•" - 8•-9" 2 1 2" 2 3/4" 195 - 4'-1" - 3'-10" 4,-8 8"-6" - " 8'-6 200 - 3 -6' - 8'-0" 2 1 2" 1 2 3/4" NOT (1) L+: ALLOWABLE SPAN DUE TO POSITIVE DESIGN LOAD fW (ps4 L-t ALLOWABLE SPAN DUE TO NEGATIVE DESIGN LOAD -W (paf) (2) TO DETERMINE MAXIMUM ALLOWABLE SPAN: GIVEN.- POSITIVE LOAD (W+) AND NEGATIVE LOAD (W-) - ID£NTI£Y TYPE OF INSTALLATION (WALL MOUNTING, FLOOR MOUNTING, ...ETC.). - DETERMINE VALUE OF L+ AND L- FRO14 TABLE FINAL MAXIMUM ALLOWABLE SPAN SHALL. RF. EGUAL TO THE 'MINIMUM' OF VALUES OF Lf AND L- (3) AFTER THE MAXIMUM ALLOWABLE SPAN CHECK SCHEDULE TABLE TO OBTNN MAX/MUM ANCHOR SPACING. REMEMBER TO SELECT ANCHOR SPACING USING NEGATIVE DESIGN LOAD (W p0) DUAL NYLON WHEELS V17TH 0.490" BY 1.100- LONG NYLON GUIDE, WITH NO I.D. MARKS, AT TOP OF INTERIOR SLATS SPACED EQUALLY, FASTENED WITH ONE NO. 14 BY J" HEX HEAD PIN SCREWS. 0.490" OLAMETER BY 0.590" NYLON GUIDE, WITH NO I.D. MARKS, AT TOP AND BOTTOM OF EACH EXTERIOR SLAT, FASTENED WITH ONE NO. 14 BY J"' HEX HEAD PIN SCREWS. a490" DIAMETER BY 0.820" NYLON GUIDE, WITH NO MARKS, AT TOP AND BOTTOM OF EACH INTERIOR SLAT, FASTENED WITH ONE NO. 14 BY J" HEX AHED PIN SCREWS. 0.350" DIAMETER BY 24" LONG ALUMINUM LOCK PIN, AT TOP AND BOTTOM OF EACH LOCKING SLAT, FASTENED WITH ONE 10-24 BY 0.430" LONG THUMB TURN SCREWS. ALTERNATIVES NOTES A) SECTIONS (1) & (2) ON THESE GROUPS CAN BE COMBINED AND MOST BE TAKEN THE LOWEST SPAN. B) SECTIONS (1) & (2) ON THESE GROUPS CAN BE COMBINED AND MOST BE TAKEN THE LOIYEST SPAN. U) M Ld "d��a fJ tl a Z� `E 2 4z Yy Du I) N rstoy p < 1 s n ro a a ,egg C E 0 W (a L71a ���� C esJ W ci �W " 11111111101, �: z PRODUCT UVISGD p as complying with the Florida U Building Code�;-4 A,: cc Nozpi timT UateOyNlf iDad Q F.B.C. (High Velocity Hurricane Zone) )WG No:12-2011(RS1-06) SHEET 6 OF 9 MAXIMUM WIND LOAD DESIGN PRESSURE 'W" AND CORRESPONDING MAXIMUM ANCHOR SPA IN (in.),_ SCHEDULE. WALL MOUNTING WALL MOUNTING INSTALLATION AT TOP INSTALLATION AT TOP MAXIMUM OR BOTTOM OR BOTTOM DESIGN SECTIONS 5 T)I. PU 6 ( ) SECTIONS 5 TH RU 8) LOAD *W" (TO LONCREIE) (TO aA50NRY) _ (P_s.L)__ _SHUTTER SPjPAN _ _ SHUTTER SPAN 5 -0° 0 I O -9" 5 0" OR LE55 15 TO II MAX. ALL LOWED OR LESS TO D =0" TO MAN. (ALLOWED LESS THAN FROM >30.0 TO 60.0 9 9 B 9 9 9 9 7 9 9 9 9--- FROM >60.0 TO 70.0 9 9 9 9 5.5 4 q e 9 9 H 5 9 9 9 9 8 6 FROM >70.0 TO 80.0 9 9 9 9 4 J.5 9 9 6.5 9 8 7.5 9 9 9 9 6 5.5 FROM >80.0 TO 90.0 9 9 6 8 J.5 n/o 9 9� n/o 9 6.5 n/a 9 9 n/o 9 5 n/o FROM >90.0 TO 100.0 9 9 n/o 7 J n/c 9 6 n/a 9 6 n/o 9 9 n/a 9 4.5 n/a FROM >100.0 TO 120.0 9 e n/o 5.5 n/a n/o 8.5 4 n/a 9 5 n/o 7 9 FROM >120.0 TO 140.0 9 7 n/o 4 n/o a 3.5 n/a 75 4.5 n/a 7 8 n/o 5.5 3 n/o FROM > 140.0 TO 160.0 9 6 n/a J n/o n/a 6.5 3.5 n/o 6 4 n/o 6.5 7 n/o 4 J n/a FROM >160.0 TO 180.0 7.5 5 n/a n/o n/a n/o 6 3 n/o 5 4 n/a 6 6 n/o 3.5 J n/o FROM >180.0 TO 200.0 9 n/a n/a 4 n/a n/o 9 n/a n/o 3.5 n/a n/o 9 n/o n/a .5.5 n/a n/n MAXIMUM ANCHOR SPACINGS FOR TAPCON, MAXI -SET TAPCONS OR CRETE-FLEX SS4 ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR EDGE DISTANCE LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING GIVEN ON SCHEDULE DY THE BELLOW FACTORS. THE MINIMUM EDGE DISTANCE FOR CALK -IN ANCHORS IS 2 1/2". TNF MINIMUM N .HOR cap IN FOR TAPCON MAY(-cFT TAPCONc OA CAET - FY ccb Ic a• O C AHO 2 1 /2" FOR I K-IN � .HORc EXISTING E. O. FACTOR 3" .90 2 1/2" .75 2" .50 MAXIMUM DESIGN LOAD "W" CEILING & FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 1,2 & 9) (TO CONCREtE) __ S_H_UTTER 5' 0" OR LESS SPAN 5'-0° TO - - 8'-6" TO MAX. LESS THAN 30.0 9 9 9 9 9 9 9 9 9 FROM >30.0 TO 60.0 9 75 6 9 9 9 9 7.5 6 FROM >60.0 TO 70.0 9 -9- 6.5 5.5 9 8 9 6.5 5.5 FROM >70.0 TO 80.0 9 5.6 5 9 8 7,5 9 5.5 5 FROM >80.0 TO 90.0 8.5 5 4.5 9 7 6.5 8.5 5 4.5 FROM >90.0 TO 160.0 7.5 4.5 4.5 9 6.5 6 8 4.5 4.5 FROM > 100.0 TO 120.0 n/4 9 5.5 n/o 6.5 4 n/o FROM >120.0 TO 140.0 5.5 8 J.5 n/o 5 n/a 5.5 J5 n/o FROM >140.0 TO 180.0 5 J.5 RA 7 5.0 n/a 5 3.5 n/o FROM >160.0 TO 180.0 4 is n/a 6.5 n/a n/o 4.5 n/o n/o FROM >160.0 TO 200.0 4.0 n/o I n/o 6.5 n/a n/a 4.5 n/0 n/o ANCHOR LEGEND TMCON OR CRETE-FLEX SS4 CALK -IN MAXIM DESIGN I LOAD 'W" CEILING & FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 3 & 4) (TO CDNCRETE) SHUTTER- OR LESS SPAN-- TO 0'-G' TOL KW. ALLOWED LESS THAN 30.0 9 9 9 9 9 9 9 9 9 FROM >30.0 TO 60.0 9 9 6.5 9 9 9 9 9 6 FROM >60.0 TO 70.0 9 8 5.5 9 9 e 9 8 5,5 FROM >70.0 TO 80.0 9 7 4.5 9 9 7 9 7 4.5 FROM >80.0 TO 90.0 9 6 4 9 9 6 9 6 4 FROM >90.0 TO 100.0 9 5.5 J.5 9 8 5.5 9 5.5 3.5 FROM > 100.0 TO 120.0 8 4.6 3.5 9 6.5 5 7.5 4.5 3.5 FROM > 120.0 TO 140.0 6.5 4 J 9 6 4.5 6.5 4 3 FROM >140.0 TO 160.0 6 3.5 J 8.5 5 4.5 5.5 3.5 3 FROM >160.0 TO 180.0 5 3 n/o 7.5 4.5 4 3 2.5 FROM > 100.0 TO 200.0 4.5 3 n/o 7 4 n/o 4.5 3 n/o MAXIMUM LOAD 'W" WALL MOUNTING INSTALLATIONT T A OP OR BOTTOM (SECTIONS 5 THRU 8) (tO CONCRETE) WALL MOUNTING IN TALLA ION AT TOP INSTALLATION ORBOTTOM (SECTIONS 5 TI IRU 0) (TO LUSONRY) -_-SHUTTER-SPAN _ 5HUTTER SPAN OR 1E55 TO a'-6° TO ... ALLOWcO OR LESS TO 8'-6" TD MPX, ALLOWED LESS THAN 30.0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 FROM >30.0 TO 60.0 9 9 9 9 7 3.5 9 9 9 9 7.5 9 9 9 9 9 5.5 FROM >60.0 TO 70.0 9 9 7 9 6 V. 9- 9 9 9 9 4.5 9 9 8 _ 9 9 3.5 FROM >70.0 TO 80.0 9 9 5 9 4.5 n/o 9 9 7 9 9 3.5 9 9 6 9 6.5 2.5 FROM >80.0 TO 90.0 9 8.5 4 8 n/o n/o 9 9 6 9 5.5 n/o 9 9 5 9 4 n/a FROM >90.0 TO 100.0 9 6 3.5 7.5 9 8 5 9 4 "A 9 -_- 7 4 9 J "A FROM > 100.0 TO 120.0 9 4 n/a 6 n/o n/o 9 5 3.5 9 n/o n/o 9 4.5 3 9 2.5 n/o FROM TO 140.0 9 J -A4 n/o M.>120.0 9 4J a n/o n/o 9 1 J.5 2.5 5.5 n/a n/a FROM >140.0 TO 160.0 7 n/o n/a n/o n/o n/o 9 J n/o 4.5 n/a n/o 8.5 2.5 n/o 3.5 n/a n/a FROM >160.0 TO 180.0 5 n/o n/a n/o n/o n/a 7 n/a n/aE2�.5 n/ n/o 6 n/0 n/o n/a n/o FROM4 TO 200.0 n/a n/a n/a>180.0 5.5 n/a n/a5 n/o n/a _V) N a A =1 3A C) O w og A 1> _ ► * at7,116/. M •rrnntA Z PRODUCT RBVISBD O as complying with dle Plaids U Building Code W Accep1mLa9 No 2 L 4. p Bxpimtion DatepJ 9 A7 � e L Mi mi Ded ,duct Control M a g F.B.C. (High Velocity Hurricane DWG No:12-2011(R51 SHEET 7 OF 9 JALL WOOD MEMBERS S. COMPLIED WITH THE NATIONAL DESIGN SPECIFICATIONS CURRENT EDITION, MINIMUM STRUCTURAL GRADE IRECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS S Fb=2000 psi AND SPECIFIC CRANNY OF 0.55 /-STOCCO /-STOCCO STOCCO �� ----�� -- 1 1/4"0 LAG SCREWS ® 6" O.C. I W/ I 1/2" MIN. THREADED EMBEDMENT TO EXISTING WOOD HEADER. _ --� I i -/� -,/ v r1/4"0 1/2 SCREWS ® 6" O.C. t 1/2" MIN. THREADED EMBEDMENT TO EXISTING WOOD ^ - 11. i /"�_ ! ! 1/4"0 LAG SCREWS ® 6"' O.C. W/ 1 7/2" MIN. THREADED EMBEDMENT TO EXISTING WOOD i-__—�� _ --_ _ HE HEADER.— _ _ _HEADER-- ftl e eU \A\ ,`c1aze >.0 ---`— 6 OR 21 � IIII IIII @ , IIII IIIIIII (_E I I4ING MIN.� EX!STN._G MIN. WxI" WOODEXISTING 2" XISTIG) HEADER REQUIRED HEADER REQOIRD 1 MIN. SEPARATION GVSS OGLAS1 C. SEE SCHEDULE I1III IIIIIII 1 IIIII WIIIIII ;- MIN. SEPARATION TO GLASS I_ ON SHEET 6) L (SEE SCHEDULE ON SHEET 8) 10 WALL CONNECTION AT TOP 12 WALL CONNECTION AT TOP EXISTING b I I ga EXISTING I I I I g< GLASSI I z� GLASS "A 1 MIN. SEPARATION TO GLASS I ILO I N I TO GLASS S SEE SCHEDULE ON SHEET 6 I I a (MIN. SEPARATION r-SEE SCHEDULE ON SHEET 6 I I I I p I I I ...-- . I IIII ITI No 4 IIII Ij1jl �� S IIII �I as 1 WALL r del- a WALL S FINISH 11 I`^tom IIII `FINISH S a s IIII r / \ OR L_1/4"0 LAG SCREWS 0 6" O.C. / `1/4"0 LAG SCREWS 0 6" O.C. W/ 1 1/2' MIN. THREADED W/ 1 1/2" MIN. THREADED EMBEDMENT TO EXISTING WOOD EMBEDMENT TO EXISTING WOOD STUD. STUD. —�-- I EXISTING T� G MIN. 2"x4" STUDS � ���---- EXISTING MIN. 2'•x4" STUDS 0 16" O.C. MAX. REQ'D. 0 16" D.C. MAX. REQ'D. 11 WALL CONNECTION AT BOTTOM 14 WALL CONNECTION AT BOTTOM -EXISTING MIN. EXISTIN" WOOD GLASSG HEADERREQUIREDREQUIRED\I MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET f VTOP 15 8.0 WALL CONNECTION AT u II II 1 MIN. SEPARATION TO GLASS I I #10x3/4" —. L. (SEE SCHEDULE ON SHEET 6) I S.S. S.D.S. EXISTING $ I I I I SII GLAS IIII / I I I 19 IIII 3/8" IIII MIN. a WALL FINISH ALTERNATE11 �mm ,�~� �� ANCHOR LOCATION u mm ` 1/4"0-20 S.S. M.S. W/ NUT do WASHER 001 O.C. OR #14x 3/4" S.S. S.D.S. 0 9" O.C. — 1/40 W/ 1 EMBEDMENT LAG SCREWS 0 6" O.C. 1/2" MIN. THREADED TO EXISTING WOOD STUD. EXISTING MIN. 2"x4" STUDS 0 16" O.C. MAX. RED'[]. 16 8.0 WALL CONNECTION AT BOTTOM z 5y V) N to m R A k �w mu L 4V, C) � twodu .1 3 & _ N § + w 0_ Z PRODUCT REVISED O as complying with the Florid. Buildinong CodNeo W Acccptce 22 040 8xpiralion Date j � By 91 Mietni Dad ro uct Control 2 F.B.C. (High Velocity Hurricane Zone) )WG No:12-2011(RS1-06) SHEET 8 OF 9 ALL WOOD MFMBF.RS SHALL COMPLIED WITH THE H,+ ' 1 , /1 `/I `I F I ) W NATIONAL DESIGN SPECIFICATIONS CURRENT I NILUU 'I LI ULI IIN51ALLAI IUNS Al 51NQUIURAL WOOD MEMBERS �(A m o EDITION, MINIMUM OF STRUCTURAL GRADE Fb-2000 psi AND SPECIFIC GRAVITY OF 0.55 = N EDGE 2" MI.ItL E.D. 2" MIN. E.D. 2L� MIN 2 MIN E D,, W (IF APPLICABLE) �- r --- -EDGE (IF APPUCABLE) EDGE_ Ir ''�TII l'' ,-EDGE IF APPLICABLE) "' ^ R __:.\V x.•.v�JC� / (IF APPLICABLE) " _�_ TO.'>I._.... F- ( ) Z ,��.� � /\ /� % _.` �\ /.__-,. _ ERUSSES WRODD _ __ _ -__ _ _ - _- - __ _ _ ,x. _ \ � � -_EXISTING-SVOOD_- �\ / RAFTERG®024" X� /'. / / ' . , i�. : i TRUSSES OR (J Z / �/ 1% - ' / /, 1/2„/ \,• \j' RAFTER 024" O s tt j/\ / \\, / \, / / D.C. REQUIRED -/ /y�' O.C. REQUIRED // EXISTING SOFFIT \ ~ EXISTING SOFFIT ` --1/4" Max. THK. / 'All - 3/4" Max. THK• #14x3/4' S.M.S. I E4 � ---_ 1'x4"x1 B' CONT. ALUM. TUBE �14x3/4" S.M.S. 1 Q EQ- o. ® 6' O.C. IAA%. / ® 6" O.C. MAX. -'- 1'x4"xt/B" CONT. ALUM. TUBE a I n (6063-T6 ALLOY) W/ (2)1/4"0 ( ) / (2)1/4"0 LAG SCREWS TO EACH RAFTER OR I AG SORE ALLOY W 1 _ I LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT I Ij\ � � TRUSS. LOCATE LAG SCREWS AT MIDWIUTH OF EXISTING WOOD I j 11 "® MIDWIDTH OF EXISTING NO WOOD IISTIN111 MEMBER, (2" Min. NOMINAL I I11 I MEMBER, (2" Min. NOMINAL E%GLASS �i 1' --1 I __ ) / \ I I-----�LI III 1 —_ - __ WIDTH) W/ 2" Min. PENETRATION 111 WIDTH W 2" Min. PENETRATION EXISTING I L. dJ OF THREADED AREA. THIS GLASS 1 OF THREADED AREA. THIS I IIII IIII INSTALLATION IS ONLY VALID FOR I III I I I 1 MIN. SEPARATION I iIi j i In WOOD W/ MIN. SPECIFIC GRAVITY I I I I o WOOD INSTALLATION IS ONLY VALID FOR dI a WOOU W MIN. SPECIFIC GRAVITY I I MIN. SEPARATION I I I 111 1 rn TO CLASS I I I u OF 0.55. TO CLASS I I OF 0.55. 1 (SEE SCHEDULE L I w 1(SEE SCHEDULE I I I ON SHEET 6) I I I I ^ ON SHEET 6) I I I I I I o I• - 1 I I o U m� 4om�A n. G N� z. A; GN ; ,, g, 10 HOLLOW CEILING MOUNTING INSTALLATION 61 HOLLOW CEILING MOUNTING INSTALLATION 1 I I I I - I I -- , -'- / - T-1 -- �• '6 I MIN. SEPARATION I I a I I I TO GLASS b (SEE SCHEDULE I I I I �J In I I I I I z ON SHEET 6) r a 2 jMINISTING TD GASSIONI I EXCLASSSEPT I (SEE SCHEDULE I I I•m IIII IIII d O1 I I 1 ON SHEET 6 ® IIII IIII \ o MIN. SEPARATION 3 / r-I .I I a °'z 1 IIII r16 IIII �'� 1 TO GLASS I I I I p, \ in < I IIII IIII r-(SEE SCHEDULE' I I I I I i �� qqq I I 3�B I I n I -- 1 ON SHEET 6) I IIII IIIIr 1 WOOD DECK W/ MIN WOOD DECK W/ -� ( WOODIDECK I1111 1 0 II'11 \ ^ Z MIN. SPECIFIC ? 1 1 � MIN. SPECIFIC L�y" �14x3/4" S.S. MIN. SPECIFIC -� D GRAVITY OF 0.55. 1-�IM1x3 4" S.S. S.D.S. GRAVITY OF 0.55. I ` j{�' S.D.S. ®9" O.C. GRAVITY OF 0.55. I j \ 111�'- PRODUCT REVISLD EDGE OF I -�J ® B" D.C. s EDGE OF III �l— \/ 'i DECK IF I DECK IF I MIN. EDGE OF I �� IIIII f BS Complying Wilhlhe Florid; 00 1 7 DECK IF Building Cade APPLICABL '- i APPLICABLE--- APPLICABLE ACCeplanCe No Z 94,W / EDGE OF H%pi alien Dale Q! JL DY _ DECK IF n / \ \'APPLICABLE ' � r' ,.( 1`✓ yy y / /// \/ Q._ / \� — Munn Dad roduct Conlrn� � EDGE OF DECK 1__�L`-/1_./_/ �/ /.. :� /\ \ EDGE OF I/• /"�-__ ` \/ `'\ / L.MIN. E.D. 2" MIN. E-Q�_y IF APPLICABLE ._ 2" MIN. E.O.2" MIN E.D. ALTERNATE APPLICABLE ALTERNATE SCALE: ANCHOR MIN. LAC SCREWS ® 6' O.C. W/ 1 1/2" ANCHORL LAG SCREWS 0 __ LOCATION MIN. THREADED EMBEDMENT TO EXISTING LOCATION MIN. OTHREADED EMBEDMENT TO EXISTING 2" MIN. THREADED4"0 LAG EMBEDMENT TO EXISTING 2 DATE: 1 2-26-2011 WOOD DECK. WOOD DECK. WOOD DECK. F. B. C. f t) SILL & ADJUSTABLE FLOOR 144j SILL & ADJUSTABLE FLOOR (High Velocity Hurricone zone) MOUNTING INSTALLATION MOUNTING INSTALLATION U THRESHOLD FLOOR MOUNTING INSTALLATION DWG No:12-2011(RS1-06) SHEET 9 OF 9