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HomeMy WebLinkAboutSUBMITTED PAPERSi PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED 772-462-1553 BY APPLICA.TIWi FOR STORM SHUTTER PERMIT St. Lucie County A. LOCATION/SITE ADDRESS: 2. ]PARCEL ID NUMBER: �2 - 3. DESCRIPTION OF PROJEC'1 4. TYPE OF 5. OWNERS INFORjr'UON NAME: MGV�Jt K �2Vr��ll� ADDRESS: © ✓j ` Y —L CITY: ''/C`,r�)J� I-�MCLZE) STATE: _ ZIP CODE: �7 l KJ PHONE:Cg EMAIL: Type of Surface attachment: Wood Frame (? cZS 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: C C. COUNTY CERT #: _ a% +� BUSMSSNAME: P�J iC� a'a PHONE NUMBER: ( Z 1 J C:2 - GR 2 — EMAIL: Concrete -Z Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE REMOVABLE PANELS ACCORDION PRODUCT APPROVAL # ROLL -UP FABRIC OTEER { } ATTACH 2 COPIES OF THE PRODUCT APPROVAL WI7,H[ DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETIMM" G IlVIPACT RESISTANCE FROM WIND BORNE DEBRIS. * *SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACK. ©� r 7. vA.LUE OF CONSTRUCTION: $ �� �C PERMIT FEE: $ � d� • O d OWNERS AFFIDAVIT: I certify that all of the infonnation contained in this application is correct and that all work will be done in compliance with all applicable laws regulating constlu-,tion and 1"47 \zonng. � PR &N4- OTRACT Q JAiOFOW RCN , E R tU UALIFIER STATF. OF FLORIDA, COUNTY OF _ �! 11, A �,,1e� ACKNOWLEDGED BEFORE ME THIS DAY OF ! \M"11.204 BY, _052 __ \1 C�, �y Y T M �, Fps ; MA DE LA LUZ VELASCO OR WHO HAS PRODUCED AS IDIiNTIFiCATION. ;ter°. ; Notary Public - State of Florida � �c My Comm. Expires Nov 1, 2016 SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOT c '•a; o �� ;°�•' Co ion Ar EE 848616 Bonde itrough National Notary Assn. TITLE: NOTARY PUBLIC COMMISSION NUMBER 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 MIA NCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC JOSEPH E . SMITH, CLE1----!;' THE CIRCUIT COURT — SAINT LUCIE Cr T—'71 FILE # 3936454 OR 131 1614 PAGE,'1565, Recorded 03/21/201, 10:14 AM ' 1 3 ^o z 1 )' Permit No. 0 Tax Folio No 63 — Go k --��� State of Florida County of St. Lucle The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. Legal DDeeseri on of�Pr C erW: (and skreet address If avallab®e): ` — C4221 l D lo� General description of improvement: 0�1 `O �Jl♦ S. Owner information r Lessee information if the Lessee contracted for the Improvement: Name o 2 Address Interest in property: Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: e L Contractor Address: r• Phone Number. (W — v l2�3 c�2Z ��t C r• �v`4Q Z • Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number; Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 13 (1)(a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner. Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (Slgna�ture of Owner or Lessee or 04 o ssee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing Instrument was acknowledged before me this `2_ day of 1&V .LL 20114 A ' BYC 96 Z10 Z AZI as for e a Q Name of Person Type of authority (e.g.offlcer trustee) Party on behalf o hom instrument was exe utied 1 ✓� _ V"�'x_�sst� Personally know or produced Identification_ (Signature of Notary Public- State of Florida Vluwlll WUNTIRIMMM f Notary Public) Type of Identification produced Nmq PblIc • Sims o1 FWWsMy Comm. Expires Nov 1.2016s,CWnmisslon FEE 616615 BaMW Tbm* NtbW NO" Aun. STATE 5F FLORWA ST, LUCIE. COUNTY . . Ti TI O 9d D MIAMI-FILE COPY J 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) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/building Rollingshield, Inc. 2500 N.W. 70 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 NOA 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 the Florida Building Code. DESCRIPTION: " RS-1 High Velocity " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 12-2011 (RS 1 -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. MIAMI•DADECOUNTY #a�7,. '�'�' ~ �NOA No. 11-1227.04 t/ Expiration Date: 01/19/2017 p l 1 Q &,o17, Approval Date: 01/19/2012 Page 1 n0111119 nieia, JLnc. t r 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: 1. 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 rlV. M. Engineering, dated 0710512006, last revision 92 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: 01/19/2617 Approval Date: 01/19/2012 E-1 Rollingshield, Inc. C 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 I. 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 reviewer. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09-0604.13 A. DRAWINGS 1. Drawing No. 09-008RS1, titled "RS 1 High Velocity Shutter System ", sheets 1 thru. 9 of 9, & 2A of 9, prepared by V. M. Engineering, dated 0511412009, last revision #3 dated 0511412009, signed and sealed by Morgan Villanueva, P.E. on 05127109. B. TESTS 1. 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 Rollingshield, Inc. _1 J 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 I. 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 I through 9 of 9, & 2A of 9, prepared by V M. Engineering; dated 1212612011, last revision #4 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 r Rollinphield.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. 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 "RS-1" 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 COMPLY 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 FBC 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. T'c = 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 J.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. e ©> ©> 6, M 0> I NONNI NMI SHUTTERYIELEVATION tt 1a 1s 18 z119 TYP TOP/BOTTOM 1 OR 3c 2 �0R 1 Q+ 9, 0,15 16 + 1 & ®0+ 99 + 12 OR 4 �z o alal_I�I� 1 �o "//17 * Pa%,R\W ..rn.. Z PRODUCT REVISED O as complying will. the Florida U Building Code„ ,n w.-r _ _... F.B.C. (High Velocity Hurricone Zone) No: 12-2011(IRS I T 1 OF 9 1 4.500" 0 MALE/FEMALE BLADE '1001, .0751.250_. =,075- OJHEADER 'WALL MOUNT. .3 .47,5" v 472" 1 L.9___ —01 U6 B.O. HEADER WALL MOUNT 4471." % -2.088"- Re 10. '0 0" 5,52 0 FEMALE CENTERAIATE BLADE (DICEILING HEADER MOUNT, (�O MALE STARTER 11AM R9 v �=r 125" b bti All a: �OR _SILL Lj 2.Q45". Z066 LO, 50- 13F �00 61/? - ------ LMP.,Y. AS APatr,48 ' 5 7- U°x,.AS APPLICABLE 9 ADJUSTABLE ADAPTOR11 STARTER ANGLEALUMNUM B.O. ANGLE THRESHOLD TRA ALUMINUM PRODUCTIZE-VISED 0 -.7.938. h AS COMPlYing With It-- FlGrlk. Building Coo 09j"I No U�xPkinlDVD 7p- .630" .093: '0931, .120' 78 — - - - .. \ Co.".. .08 �O 2,072 ],062" t07211 _3 5B�__ .924".1 15 CEILING HEADER FLOOR SILL@ ADJUSTABLE ADAPTOR W FLOOR SILL / LIP J4" 62 —L-k- (21 WALL HEADER SCALE: DATE: 12-26-2011 F.B.C. (High Velocity Hurricane DWG No:12-2011(RSI SHEET 2 OF 9 i J.000" MAX CLEAR PANEL I MUTH 2.500" .1"�1 3/16" POP RIVETS AS SHOWN (22).. I� 2.000" MAX PRE -HOLE BLAOC IY/OTH..� III it 0:.. it ' 06 0 , 4.500" W j R i I _ .250" I _MIN—_ � MALEfFEMALE 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. t5 CLEAR PANEL SHALL BE LEXAN RESIN f IOJ— 112 (UV STABILIZED) OR EQUIVALENT COMPARABLE TO G.E. LEXAN POLYMER SHEET #90-34, APPROVED BY M1AMI—DADS COUNTY NOA f03-1210.4, THERMOPIASTIC POLYMER TENSILE STRENGTH Fy=8.9ksi, Fb=12.9ksi, E=328.7ksi 5/16=18 S.AI S.s. n fftAsTlc 1,500"_ KNOB 18 PLASTIC KNOB LOCK . 110-24 K 0.4J-LONG 'n mublascPSU —.SEE NOTE BELOW ---I 19 LOCKING PIN j24"-,--10,1'-0'--.11W1M MVO FOR SHUTTER BLADE' LENGTHS GREATER THAN 9'-0' WCREASE LOCKING PLN'S LENGTH BY 2" FOR EVERY 6' INCREASE ON SHUTTER BL1GE5 LENGTH. EXISTING GLASS 4'0 TAPCON ANCHORS W/ 1j" MIN. EMBEDMENT INTO CONCRETE m 4.5" O.C. MAX., 4'0 CRETE FLEX ANCHORS W/ 1 j " MIN. EMBEDMENT INTO CONCRETE © 6" O.C. MAX OR J" O CALK —IN ANCHORS W/ 7g" MIN. EMBEDMENT INTO CONCRETE_ AT 4" O.C. MAX. ~ d c A 3/1610 FOR �p 16'C ALUM.- POP RNETS _ _7�16" N F7 — M R A 1/16"_a`rio_ Sul a� - ; On�� � .- 20 NICKEL PLATED PUSH 1-14 LOCK BOTTOM W/ NUT & WASHER 9 " O.C. OR f 14X 3/4" POURED- S. ,'E5ZS1F® 4.5" 0.C. CONCRETE SLAB IF REQUIRED APPLICABLE TYPICAL CONNECTION WITH ALUMINUM PLATE z PRODUCT RP_V1SPD as Complying with the Mori& U Building Cod.„ ___ Ld F.B.C. (High Velocity Hurricane Zone) DWG No: 12-2011 (RS1 —06) SHEET 2A OF 9 I EDGE OF.... POURED CONCRETE ANCHORS EDGE OF \ CONCRETE CONCRETE IF \ REQUIRED (SEE SCHEDULE ON SHEET 7) �CUN LI AB IF APPLICABLE .� J APPLICABLE A 1 I ED. SE) SHEE4 % E.Q. SEE SHEET 7- i ;; U EXISTING CLASS ; Ilii �ii w� MIN. SEPARATION TO CLASS i (SEE SCHEDULE ;- ON SHEET 6) 1Q CEILING HEADER MOUNTING 1NSTbLLATION � � uai wri MIN. SEPARATION 1 TO GLASS I 1 csi vzwi rn (SEESCHEDULE ON SHEET 6) i i O i z T w o I 1 --- �--- POURED-1 lCONCRETE REQUIRED 1 1 i'^ LI: � - f ®T 12"ID.CS.S. S.O.S. �X 5 - �.On E_6. E.Q.- E0� EiT I SHEET EDGE OF J SLA13 IF —_._ ��-�— 7 ll ° n `!A " �6.0. SEE SHEET 7 �, —�--- EOCE OF APPLICABLE _.__._ 4 /_._____ /J �'"' ._ _ __. ._+�___ STAB B APPLICABLE ALTERNATE ^• - CONCRETE ANCHORS ANCHOR LOCATION (SEE SCHEDULE ON SHEET 7) Q2 SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION wii �R�Yxi POURED _ EDGE OF. CONCRETE - d CONCRETE IF \ CONCRETE ANCHORS N m D APPLICABLE REQUIRED (SEE SCHEDULE ON SHEET 7) a I ;.. .. .E.D. \ �� E.D. - EDGE OF CONCRETE IF !n - APPUCAeUE E_Q EO I n4 rw Po "^ O s EXISTINGGiASS \i Ii ili MIN. SEPARATION GLASS I i i i !1 W N 1 (SEETO SCHEDULE I J Yt I ON SHEET 6) i n�o ll O3 CEILING HEADER MOUNTING INSTALLATION Is mos c3g LD z moms MIN. SEPARATION i i i 'C ¢ ^ TO GLASS (SEE SCHEDULE W ti P r r I _ ON SHEET 6) fll^^^ i N W ti EXISTING i I i i wNra GLASS \I ALTERNATE n i ANCHOR 7 LOCATION 16 i��i �I ��;,tii• �T POURED r �8" t n % �T /S.S. S.D.S. ®12 O.C. I CONCRETE REQUIRED �t IIIIII111� � Z PRODUCT' REVISED Z) E.D. SEE SHEET 7 E.U. SEE SHEET 7 as complying with the Florldc OU ---.- �— ~_••-_ Building Codo SLAB EDGE If a . � EDGE IF APPLICABLE " /� " / " ..--.=�-- SLAB IF Accc1. . No - ZZ7 • 04 W \ / APPLICABLE l"piationDate -z-0j7 -- CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) Mi mi Und a nct Control a ® SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION F.B.C. (HI9h Velocity Hurricane Zone) DWG No:12-2011(RS1-06) SHEET 3 OF 9 POURED CONCRETE Fw� OR ,CONCRETE BLOCK REQUIRED � -CONCRETE ANCHORS (SEE SCHEDULE ON SHCET 7) III III; � 1 � '! EXISTING-, I LAIN. SEPARATION GLASS \i TO CLASS Y (SEE SCHEDULE I_ ON SHEET 6)_ I i 1 MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 6) i CONCRETE I ' REQUIRED I > I ' E.D.. SEE SHEET " E.D. SEE SHEET 7 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) 9Q THRESHOLD FLOOR MOUNTING INSTALLATION POURED CONCRETE OR CONCRETE BLOCK REQUIRED \n CONCRETE ANCHORS (SEE SCHEDULE ON SHEEP 7) EXISTING- I MIN. SEPARATION I GLASS i TO CLASS 111 (SEE SCHEDULE I_ ON SHEET 6) © 8.0. HEADER WALL MOUNTING INSTALLATION POURED CONCRETE OR CONCRETE BLOCK /� REQUIRED -\ / ORS (SEE S ECONC SCHEDULE RETE I ON SHEET 7) W� z �T_ .per , �lili �I I I EXISTING i MIN. SEPARATION GLASS �I TO CLASS (SEE SCHEDULE ON SHEET 6) 10 WALL MOUNTING INSTALLATION .CONCRETE ANCHORS (SEE SCHEOULE ON POURED CONCRETE OR CONCRETE BLOCK REQUIRED -\ l >zj s w-- ---r ^ SHEET 7) 1/4"0-20 S.S. M.S. W/ NUT & WASHER ® 9" O.C. OR #14x 3/4" \S.S. S.D.S. ® 9" D.C. E�- EQ —12 �a I xw I� N F w z N w 0 I EXISTING--, MIN. SEPARATION CUSS \ I TO GLASS Y (SEE SCHEDULE I i � I I I I ut �w ti i t ,n �^ Y z `a I ON SHEET 6) ' 1 (2) B.O. CEILING HEADER MOUNTING INSTALLATION EXISTING MIN. SEPARATION i I GLASS TO GLASS i a (SEE SCHEDULE i i i I o ON SHEET 6) i i #14x3/4" i i rni -- _ ' ¢N i I S.S. S.D.S. ® ® 12" D.C., TI; r! MIN. awl w ALTERNATE ANCHOR q N LOCATION " w x i �^ , o L 9 NNo - EEO. E_0.. E_0. EQ. e 1 - l�i -- - V 1/40-20 S.S. M.S. -1 W/ NOT & WASHER POURED CONCRETE / I S ® 9" O.C. OR #14x 3/4" OR CONCRETE BLOCK S.S. S.D.S. ® 9" O.C. REQUIRED 1 `-----CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) B.O. SILL & ADJUSTABLE Wt LOOR MOUNTING INSTALLATION n Z PRODUCT REVISED as complying with the Plorid:; VO DOilding Codo Acce,I- No! — 2 tixpiration llatc OJ„[l_ D � Y Miami Dn roducl Control - (HI9h Velocity Hurricane Zone) )WG No:12-2011(RS1-06) SHEET 4 OF 9 7/77/ POURED CONCRETE OR CONCRETE CONCRETE ANCHORS 0 12' O.0 FOR BLOCK WALL REQUIRED M/N. E. G FOR 5' OR 2' D" EXS"NO GLASS - CONCRETE A AT 6' D.C. ------------ ---------------------------------------------- -?7 7 AOR -?b0'j - . A.. 5' OR 2' USE CONCRETE Aj +I OR % -c — ' E.D. FOR ANCHORS AT 6" aC. - -- ----- -------------------------- 9 ITYP O 0 --- -------- ,.r A, SrAL-7 L— Q & BOTTOM (SEE NOTES) SECTION A EXISTING GLAV ------------------------------ -- (DORg Afm. POP RIVETS 0 OR (rj'p.) SECTION • CONCRETE ANCHORS & 12" De FOR 3' MW. E.D. FOR 2.5' OR 2- USE CONCRETE ." EX'"a CLASS ANCHORS AT 6" D.C. ______1_______________- wo (01):J+ &OR 1 0 OR O 14 SAI.S. POP 0 9, ac — -------- 7 + 9 OR I 8 + , o'l iti + 1@9 - �&©+ + I OR ----------- ------------------- --- Typ 3 ryr. TOP & 807-rov TOP & BOTTOM SECTION m TUBE (606.1-716 ALLOY & TEMPER) 21.21.1161,7WE SIZE ALUM. ANGLES rOP180TTOV W1 (4)3116-0 Alum. POP RIW.TS 09 D0514- &U.S. TO TUBE AND (2) 1141 x 2 1�4 ANCHORS AS $I POST CONNECTION DETAIL SECTION END CLOSURE ALTERNATE OR 03 /— 2 -.2, 118 - CONT ALUM. TUBE n " "IN, WOOD STUDS. (AS APPLICABLE) - -, EXISTING CLASS 11410 LAG SCREWS 0 9" D.C. W1 1 112' ALIN. THREADED EMBEDMENT To Exismic WOOD. 114,314' S.M.S. OR Jef6 6 ALUM. POP RtWr & 9' D.C. SECTION DUAL NYLON WHEELS WITH 0.490' BY 1. 100" LONG NYLON GUIDE, WIN ND to. MARKS. AT TOP Or INTERIOR SIATS SPACFO LCUALLY, FASTENED WiTH ONE N0. 14 BY 3- HEX HEAD PIN SCREWS. 0.490' DJAUCTER BY 0.590- NnON GUIDE. WIN NO I.D. MARKS AT TOP AND BOTTOM OF EACH EXTERIOR SLAT, FASTENED WITH ONE NO. 14 BY 3- HEX HEAD PIN SCREWS. 0.490- AAVEMA BY O62D- NnM GUIDE WrH NO ILARKS, AT TOP AND BOTTOM O� EACH INTERIOR SLAI. FASTENED WITH ONE NO. 14 BY 3' HEX AHED PIN SCREWS. OJ50' DMUETER BY 24' LONG ALUMINUM LOCK PIN. AT TOP MO BOTTOMOr EACH LOCKING SLAT. ;ASIENEO WTH ONE 10-24 BY 0.4JO' LONG a. -1— 4 ]NUMB TURN SCREWS./ Rus. I Nam POP RRIVETS0 9- D.C. (Tp.) [e I 0 OR@ f'Xf'X.O62' Q CONt. ALUM. ANGLE 2"W' m. WOOD -� 114 "0 LAG SCREWS 0 9" D.C. SECTION E STUDS REDID. � 112- MIN. THREADED VA.BEDMENr TO EXISTING WOOD NOTES FOR LOCKING OF 2)&0 _ _ PUSH BOTTOM LOCK PSAY BE USED — INSTALLATIONS SECURED FROMC' THE T'DE OR INSIDE OF. SHUTTER. WHEN TA TM I'lOUTSIDE, HOLE SA R� INING I 'T" SHALL It INS 0 LL A BE RIL ..�ED AT FROM To TH� FRO THE BACK ON W1 (2)JI16"O ALUM RIVETS. A 1/ 1011 -U- THEN BE DRILLED Ar(Z)7,o ALLOW POR,0 ,, TO PASS 'H'U A, WHEN INSTAL NG FROM THE INSIDE, @ MUST BE RIVETED HOLE 2)JI'6 'U; W jP TIE' , BE "'LIED IIPIOU'�( All TO ALLOW FOR PIN To 'ASS TRU. 5116"'1" LOCK MAY BE USED AtTERNATIwLLY TO LOCK FO INSTALLAT10% R S SECURED FROM THE OUTSIDE ORIST" 01 SHUTTER. A I/ L-"—F-SHALL BE OR", U " 'DT "' Eb" 'L ED U 2'� 1."H TO 2)SMUL BE ,65 DRILLED TAPPED TO AC Pr 8 THREADS PER INCH(VACINNE SCREW. EXISTING GLASS 112 111, SECTION UJ Lj U) Uy E U) F7 mo Ld > -'� g z PRODUCT REVISED 0 as cornplyingMth the Florida 0 Building Code LLJ AC NoI- -740 xPilion DL'. ) Ilyi Da To uctConro! F. B. C' (High Velocity Hurricone Zone) )WO No: 12-2011 (RS1 -06) SHEET 5 OF 9 MAXIMUM DESIGN PRESSURE RATING "W" (psf AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. WIND LOAD MAXIMUM LOAMAD MAXIMUM ALLOWABLE DESIGN SPANS MINIMUM SEPARATION TO GLASS (;A.) DESIGN IV" LP. .L) SECTLONS 5 TO B MALL MOUNTING INSTALLATIONS SEC77ONS 1, 2 & 9 FLOOR/CEILING MOUNTNG INSTALLATIONS SECTIONS J & 4 FLOOR/CGLINC M1/OUAlTIN /NSDILLATIONS SECTION 10 WALL MOUNTINGINSTAILEO INSTALLATION WHIN SHOOfRS IWRIM ME BRsr aD'-D• MUSOF AT MrASUON OF B 0rro. 0, SHUTTERS w-ED -- s Ja'-o ELEYARON O aOnDWD, 1zwURry AT BOTTOM OF f - C- L+ L- L+ L- S OF SHulTER. CR. SMRlER _79'-2�-2 12 -4" 12'-4" 12'-4" 12'-4" 17'-4" •- 12'-4" 12'-4' 2 3/4" 35 - i - �4' 12'-4" 12'-4 12'-4" 12'-4" 3" 2 3/4" 40 12'-4" 12'-4" 12'-4" 12•_4" 12'-4" 12•-4,• 12'-4" 3•• 3 4" 45 11'-10" I1'-10" 11'-10" 72'-4"- 12'-4" 72'-1" 12'-3" 3" _2 2 3 4" 50 11,-3" I!'-5" 11'-5 12'-4" !2'-4" 1I'_11" 12'_1" 3•• 2 3 4" 55 10'-8" 11 '-0" 11'-0" 12'_4" 12'-4" 1 C-8" 12'-0" 3" 2 3/4" 60 10'-3" 10'-7" !O'-7" 12--0- 12'-4" 11 '-6" 11 '-10" 3„ 2 3 4„ 65 '-10" 10'-2" 10'-2" 11'-6" 12'-4" 1I,-3" 11'-9" 3" 2 3 4" 70 9'-6" 9'-9" 9'-9" 1 !'-1" 12'-4" i l '-1 " -_-_ 11 '-6'" 3" 2 3 4" 75 9'-2" 9'-9" 9'-4" 10'..-9.• 12'-4" 10'-10" 11'-4" 3" 2 3 4" 80 8'-10" a'- to" 9'-4" 9'-4" 10'-5" 12'-4" 10'-8" il'-2"3" -- 2 3/4" ...__85 8'-7" 8'-7•, 9,_0,• 9'-4" 10'-1" 12'-4" 1O'-5" 11'-0" 3" 2 3/4" _ 90 8'-4" 8'-•4" B'-9" 9'-3" 9'- to- 12•_4•' 10'_3" ' 10'--O" 10•_10'• 3" 2 3 4.' 95 7'-8" 8'-2" 8'-6" 9'-3" 9'-6" 12,_4" - !0'-8" 2 3 4" 2 3/4" 100 6'-10"' 7'-71" 8'-4" 9'-1" 9'-4" 12'-4" 9'-10" 10'-6" __.__ 2 .314 " 2 3/4" 105 6'-3" 7'-9" 8'- 1 " 8'-10" 8'- to" 12'-2" 9'-7'" ]0'-5" 2 .314 " 2 3/4" 110 5'-6" 7'-7" 7'-9" B'-8'" 8'-6" J J'-11 " 9'-5" f0'-3" 2 3 4" 2 3/4" 115 4'-10" 7-5 7-3" 7'-3" 8'-6" B,_0" 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" 125 3'-6" 7'-1" 7'-0" 8'-I 7'-3" 11'-2" -- - -- 10'-0" 2 3 4" 2 3/4" 130 - 6'-1 1 " - 7'- 11 " 7'-0" 10'-1 1 " - -- 9'-10" 2 3 4" 2 3/4" f35 - 6 10" - 7'-10" 6'-9" 10'-9„ - 9'-9" 2 3/4" 2 3/4" 140 - 6'-8" -- 7-8" 6'-6„ 10'-7" - 9'-8" 2 3 4" 2 3 4„ 145 - 6'-7" - 7'-6" 6'-3" 10'-4" - 9'-7" 2 314 2 3 4" 150 - 6'-6" - 7'-1" 6'-0" 10'-2" - 9'-6" 2 314 2 3 4" - 15.5 - ---_ --- 6'-4" - 6'-9" 5'-10" 1O'-0" - 9'-5" 2 314 2 3/4" l6O 6'-3" - 6'-5" 5'-8" 9'-!0" - - 9'-4" — 2 3 4" 2 3 4" 165 - 6'-2" - 6'-0" 5,-6" 9'-9" - 9'-4" 2 1 2" 2 3 4" 170 - 5'-11" - 5'-8" 5'-4" 9'-7" - - 2 1 2" 2 3/4" 175 - 5'-6" - 5'-4" 5'-2" -- 9'-5" - 2 1 2" 2 3/4" 180 _ - 5'-2" - 4'-11„ 5•-O" 9,_4" - 2 1 2" 2 3/4" 185 - 4'-10" - 4'-7" 4'-1 o" 9'-0" - _9,-0" 8'-11 " 2 i 2" 2 3 4" 190 - 4'-5" - __ 4'-2" 4'-9" 8'-10" - 8'-9" 2 1 2" 2 3/4" 195 - 4'-I" - 3'-10" 4'-8" 8'-6" - 8'-6" 2 1 2" 2 3/4" 200 - 3'-6" - 3'-6" 4,_7" 8'-0" - 8'-01" 2 1 2 3/4" (1) L+. ALLOWABLE SPAN DUE TO POS/TNE DESIGN LOAD +W (psf) I.-: ALLOWABLE SPAN DUE TO NEGATIVE DESIGN LOAD -W (pst) (2) TO DETERMINE MAXIMUM ALLOWABLE SPAN, GIVEN.- POSITIVE LOAD (W+) AND NEGATIVE LOAD (W-) - ID£NBIY TYPE OF INSTALLATION (WALL MOUNTING, FLOOR MOUNTING, ...ETC.). - DETERMNE VALUE OF L+ AND L- FRO14 TABLE FINAL MAXIIUM ALLOWABLE SPAN SHNJ. RE EQUAL TO THE "MINIMUM" OF VALUES OF L+ AND L- (3) AFTER THE MAXIMUM ALLOWABLE SPAN CHECK SCHEDULE TABLE TO OBTAIN MAIDAMUM ANCHOR SPACING. REMEMBER TO SELECT ANCHOR SPACING USING NEGATIVE DESIGN LOAD (W psf) DUAL NYLON WHEELS WITH 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 3" HEX HEAD PIN SCREWS. 0.490" DIAMETER 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. 0.490" 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 LOWEST SPAN. > x U) V) �K -mc A A a J ^ Q tn.3�_{{ YI 7 h �m N �'Cw'O�iA 2 y 1 �o� �M C O N Q W -F/111111111N', �: Z Q PRODUCP REVISED O as wmplyingwilh the Florid,, L) Building Code Acceptance Nol¢�p Bxpi tim Date 0 J- i, 0 By Mi i Dad o uct Conlrol F.B.C. (High Velocity Hurricane Zone) DWG No: 12-2011 (RS1 -06) SHEET 6 OF 9 MAXIMUM DESIGN LOAD "W" WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (,SEC5 TURD 8) (TO CONCRETE) SHUTTER -SPAN 5'-0' 5'-0' e'-6- OR LESS TO TO NAX. B'-6' A.I.MTO WALL MOi INSTALLATI01 OR B01 (SECTIONS 5 (TO LUE SHUTTER S'-N OR LESS TC 0•_i LESS THAN 30.0 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 _ 0 g _9 g 8 _ g 9 _ 9 .9 FROM >60.0 TO 70.0 9 9 9 g 8 9 9 9 9 9 9 8 FROM 570.0 TO 80.0 9 9 9 9 4 9 9 6.5 9 e 9 9 9 9 6 FROM >80.0 TO 90.0 9 9 6 8 J., 9 9 n/a 9 6.: 9 9 n/a 9 5 FROM >90.0 TO 100.0 9 9 A 7 J 9 6 n/a 0 6 9 9 n/a 9 4.3 FROM TO 120.0 e 8 ^�>100.0 8.5 _ 4 5 7 9 ��APZ5 JFROM TO 140.0 9 7 n/<>120.0 8 3.5 n/o 4.6 7 8 n/o 5.5 J FROM > 140.0 TO 160.0 9 6 6.5 3.5 n/o 6 4 6.5 7 rr/0 4 J FROM > 160.0 TO 180.0 _ 7.5 rr/o n/o nA 6 J n/a 5 4 6 6 n/o 3.5 J FROM >180.0 TO 200.0 9 n/o n/a 4 n/a 9 n/a n/o J5 n/a 9 TA n/a 3.5 n/a 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 BY THE BELLOW FACTORS. THE MINIMUM EDGE DISTANCE FOR CALK -IN ANCHORS IS 2 1/2-. THE MINIMUM AN .HOR CpA IN - OR ORET -F Ef( FOR TAPCON MAXI -CET Tl'2* CC6 Ic 3' O.0 AND 2 1f2� FOR CALK -IN AN NORC FOR 00STINC E. D. FACTOR 2 1/2- _75 2•• .50 CEILING & FLOOR MOUNTING INSTALLATION MAXIMUM DESIGN LOAD "W' AT TOP OR DOTTOM (SECTIONS 1.2 & 9) (i0 CONCRETE) SHUTTER SPAN 5' 0' 5'-0' B'-e' OR LESS TO TO MAX. _ 8'-G' ALLOWE0 9 9 9 LESS THAN 3 9 9 9 9 9 9 75 6 FROM 9 9 >30.0 TO 60.0 9 _9 7.5 6 9 6.5 5.5 FROM >60.0 TO 70.0 9 9 8 9 6.5 _ 5.5 FROM 9 5.5 5 9 8 7.5 >70.0 TO 80.0 9 5.5 5 FROM 8.5 5 4.5 9 7 6.5 >80.0 TO 90.0 8.5 5 9.5 FROM 7.5 4.5 4.5 9 6.5 6 >90.0 TO 100.0 8 4.5 4.5 FROM 6.5 4 n/o 9 5.5 n/o > 100.0 TO 120.0 6.5 4 n/o FROM 5.5 J.5 n/a 5 n/a >120.0 TO 140.0 8 5.5 3.5 n/a FROM 5 J.5 n/o 7 5.0 n/o > 140.0 TO 160.0 5 3.5 n/o FROM 4 J.5 'TA 6.5 >Ifi0.0 TO 180.0 4.5]n1a n/a FROM 4.0r/o>180.0 6.5n/a n/o TO 200.0 4.5n/o n/a ANCHOR LEGIEN6I TMCONI X SETORAPCCfIS 'I(NA I- CREIE-FL.EX SS4 CALK -IN MAXIMUM DESIGN LOAD 1N'• CEILING & FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 3 & 4) (TO CONCRE(E) SHUTTER, SPAN B LESST. OR EGG TO MAK 0'-0' ALTOl'-6' 0YlE0 LESS THAN 30.0 9 9 9 9 9 9 9 9 9 FROM >30.0 TO 60.0 9 9 65 9 _ 9 9 9 0 6 FROM >60.0 TO 70.0 9 e 5.5 9 9 8 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 9 FROM > 100.0 TO 120.0 6 4.5 J.5 9 7.5 6.5 4.5 5 J.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 I80.0 5 3 n/o 7.5 4.5 4 5 J 2.5 FROM >180.0 TO 200.0 C5 3 n/^ 7 4 n/o 4.5 MAXIMUM DESIGN LOAD "W" WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 5 THRU 8) (TO CONCRETE) SHUTTER SPAN 5' 0' 5'-0" 6'-G' OR LESS TO TO MA%, 8'-1 ALLOWED WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 5 TI IRU 8) (TO IMONRY) _ _SH_UTTER_ SPAN S'-0' J-W 8'-6' OR LESS TO TO MAX. 8'-6" ALLOWEO LESS THAN 30.0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1 9 9 9 9 FROM >30.0 TO 60.0 9 9 9 9 7 J.5 9 9 9 9 9 75 9 9 9 9 9 5.5 FROM >60.0 TO 70.0 9 9 7 9 6 n/a 9 9 9 9 9 4.5 9 9 8 9 9 3.5 FROM >70.0 TO 80.0 3 9 5 9 4.5 n/a 9 9 7 9 9 3.5 9 1 9 1 6 9 6.5 2.5 FROM >80.0 TO 90.0 9 8.5 4 8 n/a 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 J.5 7.5 n/a n/o 9 B 5 9 4 T/a 9 7 4 9 J n/o FROM > 100.0 TO 120.0 0 4 n/o 6 n/a n/o 9 5 3.5 9 n/o n/o 9 4.5 J 9 2.5 n/o FROM >120.0 TO 140.0 9 9 J 4J n/o 4 n/o n/o 8 n/a n/a 9 J.5 2.5 5.5 1/0 n/o FROM >140.0 TO 160.0 7 n/a n/a n/0 n/a n/o 9 J T/o 4.5 n/a n/0 8.5 2.5 n/o J.5 n/a n/a FROM >I60.0 TO 180.0 5 n/a n/o n/o n/a n/o 7 n/a n/a J.5 n/0 n/a 6 n/a n/o 2.5 T/o n/a FROM >180.0 TO 200.0 9 n/o n/a n/o n/o r/ 5.5 n/o n/a n/o n/o n/o 5 n/o n/o n/a n/o n/o �I�IAI R '"PGA b 4L •r1/IIIT� Z PRODTICT RP..VTSQD O as complying With pie l7owda U F.B.C. (High Velocity Hurricane Zone) )WG NO:12-2011(RS1-06) SHEET 7 OF 9 L-1-- 1 I I"1'' _-EXISTING MIN. EXISTING- - 2"x4" WOOD GLASS e l tIEADER REQUIRED \� MIN. SEPARATION I I I TD GLASS I (SEE SCHEDULE I" ON SHEET 6) I I I 10 WALL CONNECTION AT TOP i-- EXISTING — GLASS �d MIN. SEPARATION TO GLASS ISSEE SCHEDULE ON SHEET I 1 1 I I I WALL 1/4"0 LAG SCREWS ® 6" O.C. W/ 11/2 MIN. IHREADED EMBEOM NT TO EXISTING WOOD STUD. e} EXISTING MIN. 2"x4" STUDS ® 16" O.C. MAX. REO'D. 11 WALL CONNECTION AT BOTTOM ALL WOOD MEMBERS SHALL COMPLIED WITH THE NM7ONAL DESIGN SPECIFICATIONS CURRENT EDITION, MINIMUM OF STRUCTURAL GRADE RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS Fb=2000 psi AND SPECIFIC GRAVITY OF 0.55 /-STOCCO STOCCO-STOCCO 1/4"0 LAG SCREWS a 6" O.C. _ 1 - 1 4"0 - -- �AI _ 1/4"0 LAC SCREWS ® 6" O.C. W/ MIN. ISREDED ( - ` / LAC SCREWS © 6" O.C. I \.V11. ____. _/ W/ 1 1/2" WIN. THREADED 1 EMBEDMENT TO EXISTING V1000 j, EMBEDMENT TO EXISTING WOOD I EMOEOMEN2T TO EXISTING WOOD HEADER. HEAOF.R. HEADER. \AM"M Aee eee i{� — —© 0 R 21 i�� le ee eT}eGe ee — E4 E� -• I EXISTING MIN . _ 1/4.0 LAD SCREWS ® 6' O.C. W/ 1 1/2" MIN. THREADED EMBEDMENT TO EXISTING WOOD LLII STUD. EXISTING MIN. 2 x4 STUDS ® 16' O.C. MAX. REQ'D. 14 WALL CONNECTION AT BOTTOM EXISTING GLASS 15 8.0 WALL CONNECTION AT TOP II I I B MIN. SEPARATION TO GLASS I I 110x3/q" —. I I qA • (SEE SCHEDULE ON SHEET 6)Ii- .. a EXISTING $ I Im I "- GLASS--6 IIII I I ^ o 3�Fi" IT, BIIII MIN. M / wALL II / FINISH ALTERNATE I C ANCHOR ` r � LOCATION 1/4"0-20 S.S. M.S. W/ NUT & WASHER ® 9" O.C. OR y14x 3/4" S.S. S.D.S. ® 9" O.C. 1/4"0 LAG SCREWS ® 6" O.C. I 1 W/ 1 1/2" MIN. THREADED EMBEDMENT TO EXISTING WOOD J STUD. `• EXISTING MIN. 2"x4" STUDS ® 16" O.C. MAX. REO'D. 16 B.0 WALL CONNECTION AT BOTTOM r~ � NN I n g 1 R p �W gU) MZ� x��na6 i gg N ¢� u ' vN € $ g i FW- - x11111111 "A" z PRODUCT REVISED O as complyingwilh the plarid. O Building Code _ 1.1 F.B.C. (High Velocity Hurricane DWG No: 12-2011(RSI SHEET 8 OF 9 r 81 �(✓ II II II � II oa jllj jlllj o' o f c I z xa wooD� EXIISTIINNS I HEADER REQUIRED I I O I I -' I I I I f i MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) I I I I I I I a 12 WALL CONNECTION AT TOP o a EXISTING-� 1 I I I l o¢ a u GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE I I I I I I I I I I u 3m ON SHEET 6) p IIII I IIT, �o N IIII '¢ I III r II p WALL �( FINISH i 5 I I� III I Wj-rJiurrirr ur -�j —© OR 21 ALL WOOD MEMBERS SHALL COMPLIED%DH THE KtI,UIVIIVI tIVUtU IIV5IHLLHIIUIVS Al 51KULIUKAL WUUU MEMBERS NATIONAL DESIGN SPECIFICATIONS CURRENT EDITION, MINIMUM OF STRUCTURAL GRADE Fb-2000 psi AND SPECIFIC GRAVITY OF 0.55 2" MIN.ED. IN 2"M♦IN. EA. 2"X-MIN, D, ^I (IF APPLICABLE) "\',� -'\ /( - �' /y EDCF(IF MPLIC\eLE) EDGE OCABLE) %JI .� •♦ /\rAPI .' )Et'. ,-EDGE (IF APPLICABLE) ..//♦; .'A.., /`•". .. ,t.T,' ., ., / •�• EXISTING WOOD ; :R./.�♦ :' �. EXISTING WOOD #14x3/4' 06"CA EX TRUSSES OR RAFIF.R 0 24" O.C. REQUIRED XISTING SOFFIT /4" Max. THK. Vx4"xl/8" CONT. ALUM. TUBE (6063-T6 ALLOY) W/ (2)1/4"0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAC SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. TI 'IS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.55. Ol HOLLOW CEILING MOUNTING INSTALLATION I I I I I I I I I I z¢ I MIN. SEPARATION TO GLASS I 1 1 I 11 zuA'i (SEE SCHEDULE ON SHEET 6) MIN. SEPARATION TO GLASS I I I x EXISTING CLASS I I (SEE SCHEDULE I I I qj,I an �I ON SHEET WOOD DECK W/ - MIN. SPECIFIC i GRAVITY OF 0.55. I I MIN. • I -_ T—I -�- \\\ I-�J14xJ _I --" 4" S.S. S.O,S. �x�' LYOOD DECK W -! / FIC CRAV N OF PEI55. EDGE OF I _ U ® g" D.C.'� EDGE OF DECK IF I - 2 _ _DECK IF -- -1 MPUCABLE APPLIC.AO' - - - uRlttv I _... L- .:•i !_._ �>!- n LE,D.. ._-WIN INl.�� - �- EDGE OF DECK _- 2".,MIN.. _ 1 2' MIN_F..D.... `; IF APPLICABLE ALTERNATE - ANCHOR I/4"0 LAG SCREWS ®6' O.C. W/ 1 1/2" LOCATION MIN. THREADED EMBEDMENT TO EXISTING WOOD DECK. 1) SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION AliS.M.S. -♦! II ,_EI ® 6"" O.C.O.0MAX. \'\ I \ EXISTING I CLASS \I I I MIN. SEPARATION TO GLASS (SEE SCHEDULE f TRUSSES OR /( RAFTER ® 24" O.C. REQUIRED EXISTING SOFFIT 3/4" Max. THK. ' '-- - — 1'x4-xl/8" CONT. ALUM. TUBE (6063-46 ALLOY) W/ (2)1/4"0 • LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. THIS INSTALLATION IS ONLY .VALID FOR a WOOD W/ MIN. SPECIFIC GRAVITY z In o� OF 0.55. 0 �Q (12) HOLLOW CEILING MOUNTING INSTALLATION 1 I ____-_- I I/� zln I I I I I IIII I 1 6 IIII f an m I MIN. SEPARATION I TO GLASS r IIII 1--(SEE SCHEDULE — -- 1 ON SHEET 6) _ f14x3/4" S.D.S. S.S. 09" O.C. WOOD DECK W/ -1 MIN. SPECIFIC / GRAVITY OF 0.55. EDGE OF -WR\ 1JII 1 % I j DECK IF 1 ! - -- APPLICABLE I 1 j -- --EDGE OF 2_MIN,, E,p,- SLAB IF L _.. _2".FiN._E.D _ -__2" MIN�E.Q__ APPLICABLE ALTERNATE V) V) � M 41 i. m .7-22 Y d 1 !: J R a 2 8 -� V) QU •_ n ii �i ){ S yyK �O ZM > 0= Z PRODUCE REVISED ::) t f as complying With the Florid: 00 U hu0Lling"O'c Acceptance No 2 y4-w '• Expi ation Date Q~ 4a-A r0 EDGE OF DECK IF MPLICADUE Mimni Dnfi ro uct Conlr ANCHOR-1/4"0 LAG SCREWS ® 6" O.C. W/ 1 1/2' /-1/4"0 LAG SCREWS O/ 6" O.C. W/ 1 1/2" DATE: 12-26-2011 LOCATION MIN. THREADED EMBEDMENT TO EXISTING MIN. THREADED EMBEDMENT TO EXISTING WOOD DECK. WOOD DECK. F.B.C. 1 \' (High Velocity Hurricane Zone) �14j SILL & ADJUSTABLE - FLOOR g) THRESHOLD FLOOR MOUNTING INSTALLATION MOUNTING INSTALLATION �- DWG No: 12-2011 (RS1 —06) SHEET 9 OF 9