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HomeMy WebLinkAboutSUBMITTED PAPERSMATE: % ' EIPT: PERMIT f_ zo( -L PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772452-1553 Cay n/FD APPLICATION FOR STORM SHUTTER PERMIT �t �UCie Coup 1. 2. 3. 4. 5. OWNERS INFORMATION NAME: _1?04,1d Q© i '�Uaa'm I& - ADDRESS: 6�E13� t'llt\P V O Z 64y 5 CITY: _ o �'� rie STATE: ZIP CODE: EMAIL- 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERTj: G 0 ck 3 I `'I COUNTY CERT #: U-1,(i _ BUSINESS NAME: -,(, a t� AC PHONENUMBE1R: C%'r2) �U 2— 6 2 3 EMAIL: iSeO 41� A QW& Cct--ICA(°\ u �T Type of Surface attachment: Wood Frame Concrete Z Masonry Other PRODUCT .TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS ACCORDION ROLL -UP FABRIC OTHER l) ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING ]IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL' STRUCTURES ON BACK 7. VALUE OF CONSTRUCTION: $ _ 6 PERI$M FEE: $ q o o OWNER'S AFFIDAVIT: 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. Yl0 stcc.• PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIGNA F OWNER OR CO CTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS _/ DAY OF ` 0\ U1C 20LZ, BY, ID:> - i 0 02-!1--K WHO IS RSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. to (n ,o �QU�t L ; ,�' 7 ��''�, MA DE LA LUZ VELASCO SIGNATURE O� Y 4 TYPE OR PRINT OF NOTARY a '*:' ��MISSION # DD 633066 TITLE: NOTARY PUBLIC COMMISSION NUMBER r i �Z �' S: October 22, 2012 ,�. Bonded Thru Notary Public Underwriters 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. \'CPDSD Revised 4/10/2012 JC I VI Property Appraiser - St.Luci(%— ,,unty, FL Page 1 of 1 PROPERTY RECORD CARD Ronald Rossi Record: 1 of 1 «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 6636 NUEVO LAGOS ParcellD: 1306-500-0098-000-0 ���UCIECpG2 Sec/rown/Range: 06 :34S :39E Account #: 137978 y� Map ID: 13/06N Land Use: SF Res Zoning: PUD City/Cnty: St Lucie County ' Ownership and Mailing Legal Description Owner: Ronald Rossi Suzanne Rossi SPANISH LAKES FAIRWAYS BLK 40 LOT 30 (OR 1567-2657) Address: 6636 Nuevo Lagos Fort Pierce FL 34951-4359 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 76800 Land Value: 10000 Acres: 0.14 8/9/2002 100 01 WD 1567 / 2657 Assessed: 76800 Building Value: 66800 1/1/1900 0 / Ag.Credit: 0 Finished Area: 1714 SgFt Exempt: 50000 Taxable: 26800 Taxes: 742.21 BUILDING INFORMATION Exterior Features View: - RoofCover: SD - Dim Shingle RoofStruct: HP - Hip ExtType: HC - HC YearBlt: 2001 Frame: - Grade: C - C EffYrBit: 2001 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CT - Tile -Ceramic %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty, Units Qual. Cond, YrBlt. No. Land Use Type Measure Depth DWC - Driv-Concret Y 1 600 AV AV 2001 1 0100-SF Res 107 -Flat 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. h4://www.paslc.org/pasle/prc.asp?prclid=130650000980000 6/7/2012 Z t r i � � x MIAMPDADE_: MIAMI-DARE 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.ml _ ade. ov/buildin Rollingshield, Inc. - 2500 N.W. 70 Avenue Miami, Florida 33122 SCOPE: F� This NOA is being issued under the applicable rules and regulations governing the use of construe fl : erials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA-Pro uc C trol Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 100MU. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County t4duu Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve o have this product or material tested for quality assurance purposes. If this product or material fails toin the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immevoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves threvoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this prod aterial 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 Velocifne Zone of the 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 ##4 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. IAMI / DADS C UN �, NOA No.11-1227.04 / Expiration Date: 01/19/2017 o f 1 Q Z o J 2 Approval Date: 01/19/2012 Page 1 noiungsaieia, inc. 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 061826. 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 V. M. Engineering, dated 0710512006, last revision #2 dated 11/1012006, signed and sealed by Morgan Villanueva, P.E. on 02/02/07. 4-'� )�- 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 i Rollingshield. Inc. r . i 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 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. f/ Z. /�Z� 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. 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 1. 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. 09-008RSI) prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P. E. is engineering wise identical to National Shutter Association generic drawing (No. 09-016RSI), 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 #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. 1/e'� 14 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 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. e1myA. 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 337 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. f'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 I.T.W. RAMSET/ RED HEAD — 1/4"0 CRETE—FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. — 1/4"0 x 7/5" 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. el ©> ©> 45> 11> 1TYIl:AL 11 14 16 18 210 SHUTTER ELEVATION TYP TO /BOTTOM OR RC ( v OR ®+ 11 ©,�7 , 7 + OR 1 + 9 0,15 16 + 1 & ®0+� 99 + 12 OR 4 N � Z m ry R a g _ V 1< & is C= ■: aH 8 ■ �� yo� :400 ..►�ulY�i/,.. 1 � Qo z PRODUCTREVISED O es cemPlying with the Florida U F.B.C. (High Velocity Hurricane Zone) )WG No:12-2011(RS1—O6) SHEET 1 OF 9 5.074 45 IC '.515 Pb (D MAL&&EMALE BLADE U5 HEADER WALL MOUNT, 0 U6 B.O. HEADER WALL MOUNT a: m - — - ------- 2,456 E 2.M� Sao- .500" 0 z Z) Z41. 0 FEMALE CENTRWTE BLADE 07.9�G--�HE DER MOUNT* I hom 125" Al APPLICABLE 0---j S gALUMNU4 B.O. ANGLE4atlIIAILI IL001 ILL ADAPTOR n 5AQE 10 MR11HOLD TRAC @ CEILING HEADER 16 FLOOR SILL 0-- 17 ADJUSTABLE FLOOR -SlU -ADAPTOR W -Z LIP Oj STARTER 8�,WA MALE 7- U�, AS APPLICABLL --- ------- (BAWNYUM 8.0 ANGLE 201 WALL HEADER g'. � A Hx-9 �, re PRODUCTRMSED as COMPlYMS With the Florid:: IS Building Cade AZcp' `1 No E il Dole Z� .. ml-ml m2pnoduct control F.B.C. (High Velocity Hurricane )WG No;12-2011(RSI SHEET 2 OF 9 3.000" MAX CLEAR PANEL 6116=16 SSAI.S (2)HOLES FOR WIDTH 3/16" POP RIVETS AS SHOWN _ 311fi 0 ALUM. 2.500* POP RIVETS _ _ 18" I _ �. �-_- i - 1 f6" _I�-PLASTLC KNOB (O i j-j 18 PLASTIC KNOB LOCK 1 l- �i I ! PRE -HOLE i I i „G_,1 x G.43 LBNG 20 NICKEL PLATED PUSH ii i ; RUNiSCREWS — LOCK BOTTOM 0' '� I m ! I I o o ' SEE NOTE BELOW -- 'd 19 LOCKING PlN 1 I i 121' Min. F01A1 UP ro 9'-0' SHUTTER RUDE LENGTHS AND FOR SHUTTER SLAG£ LENGTHS GREATER TLIW 9'-0' INCREASE LOCKING WN S LENGTH BY 2' FOR EVERY 6' ' INCREASE ON SHUTTER BLADES LENGTH. .zsoo' z �W 250" I I 25W 22 1 ALL& MALE 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. CLEAR PANEL SHALL BE LEXAN RESIN #103-112 (UV STABILIZED) OR EQUIVALENT COMPARABLE TO C.E. LEXAN POLYMER SHEET #90-34, APPROVED BY MIAM1-DADE COUNTY NOA #03-1210.4, THERMOPLASTIC POLYMER TENSILE STRENGTH Fy=8.9ksi, Fb=12.9ksi, E=328.7ksi EXISTING GLASS �i MIN. SEPARATroN F 70 GLASS i YYY (SEE SCHEDULE i I _ ON SHEET 6)I 0 TAPCON ANCHORS W/ j O 1j' MIN. EMBEDMENT INTO CONCRETE 0 4.5" O.C. i MAX., 40 CR£TE FLEX � ANCHORS W/ 1j" MIN. NEW 4" THICKNESS x 6" I EMBEDMENT INTO CONCRETE i CONT. (6063-T6 ALLOY & I i 0 6" O.C. MAX OR #" 0 CALK -IN ANCHORS W/ J" ` TEMPER) ALUM. PLATE �1 MIN. EMBEDMENT INTO 00NCRETE_ AT 4" O.C. MAX.�a, f50 OR d j a 1/40-20 S.S. MS. ° d ° W/ NUT & WASHER ° n 0 " D.C. OR #14x 3/4" POURED S. £5i5WSOF9 4.5" O.C. CONCRETE SLAB IF APPLICABLE REQUIRED TYPICAL CONNECTION WITH ALUMINUM PLATE (ONLY FOR WINDOW S/LL� U 0_ z PRODUCT REVISED 0 as complying with tits Flovidr. Building Coda Ltl Accept once No 22 o f" Exp lion Datc %S I By � Mt®ni Da roduct onlroi M F.B.C. (High Velocity Hurricane Zone) DWG No: 12-2011 (RS1 -06) POURED —_CONCRETE ANCHORS �F CONCRETE E REOUIREO (SEE//SCHEDULE ON SHEET 7) EDGE OF CONCRETECAB IF APPLICABLE "7 / E.D. S4 SHEET E.Q. SEE SHEET 7' 4 EQ EQ . 4 I 7Ilil EXISTING GLASS \`i liii 'III I MIN.�! I MIN. SEPARATION a TO GLASS (SEE SCHEDULE i ON SHEET 6) 1 I o 1Q CEILING HEADER MOUNTING INSTALLATION j I NW� MIN. SEPARATION I I i a= TO GLASS I(SEE SCHEDULE I I . z ON SHEET 6) MIN. i POUREDCONCRETE REQUIRED I I #1 40/4" S.S. S.D.S. J ® 12" O.C. as E.B. E.D. E. ECL U E.D. EE SHEEP 7 ° 6.D. SEE SHEET 7 OF St�AEB < r M �-- EDGE OF SLAB IF APPLICABLE "— — i1O ppPLICABLE ALTERNATE CONCRETE AN, ANCHOR (SEE SCHEDULE ON SHEET 7) LOCATION 02 SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION POURED EDGE OF .. ONCR TEI CONCRETE APPLIABLE CONCRETE CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 7) EDGE OF CONCRETE IF <' n a _ APPUCABLE a EXISTING GLASS a I I I w MIN. SEPARATION TO GLASS i i (SEE SCHEDULE ON SHEET 6) O W o I 1 I I CEILING HEADER MOUNTING INSTALLATION i I MIN. SEPARATION TO GLASS (SEE SCHEDULE I ON SHEET 6) ao11-D. NSW EXISTING I i 1 I GLASS ALTERNATE Ilii iili z m �o ANCHO LOCATION iil cc Ili �gSI i II Lill I� I Ilil Ilu i POURED CONCRETE Ilr N MIN. �#14x3/4- S.S. S.D.S. ® 12" O.C. cl I I REQUIRED 1 < I -< 4.a E.Q. E.Q. 1"�J n E n " E.D. SEE SHEET 7 E.D. SEE SHj EDGE OF EDGE OFSLAB IF a-. SLAB IF APPLICABLE 4 .__. APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) ® SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION C N Z? R y R R n @ O z�� w= (0 v $ o ■� �000 C N Z PRODUCT REVISED as complying will the Florid. OU Building Code Acceptance No 2Z-%.O4w Bxpi atlon Date � 7Oj7 ¢ , By .".. I I Mi mi Dad o uct Control Q F.B.C. (High Velocity Hurricane Zone) )WG No:12-2011(RS1-06) SHEET 3 OF 9 POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED - REQUIRED r—CONCRETE ANCHORS r r-CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) n A (SEE SCHEDULE ON SHEET 7) ,, 4 ' _ " a " ae _ a Liil \I •, \I" II v Ill w n l ull w a nu l I IIII IIII- "�nA 111 IIII peA I�I�I�I IIIII111 II ¢�t0 �il;i 'iL EXISTING i MIN. SEPARATION I i I x E STING i MIN. SEPARATION GLASS TO GLASS i i i N N LASS i TO CLASS SEE SCHEDULE ' 1 z 1 ( l i t SEE SCHEDULE _ ON SHEET 6) i i rnNO (ON SHEET 6) I Q5 HEADER WALL MOUNTING INSTALLATION © .0. HEADER WALL MOUNTING INSTALLATI POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) ._.CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) POURED CONCRETE OR CONCRETE BLOCK REQUIRED 1/4"C-20 S.S. M.S. W/ NUT &WASHER \Z� ` ®9 O.C. OR " D.4. . I w ° ? a 11 IIII j411 111 � EXISTING I MIN. SEPARATION GLASS TO GLASS (SEE SCHEDULE i i i In ti z ON SHEET 6) I I I I I i I i i I I '^.O 1 0 B.O. CEILING HEADER MOUNTING INSTALLATION ' I i EXISTING I MIN. SEPARATION MIN. SEPARATION i i I 'gym ° " GLASS TO GLASS i TO GLASS I I I o ,I (SEE SCHEDULE (SEE SCHEDULE I InuG'i ON SHEET 6 EET 6 ' i i �i " n 8 ) p I I SS.xS O4S. F i1r' 0)12'O.0 4POURED-n iliMIN. CONCRETE ° HI I IIREQUIRED ii J In ALTERNATE 4 ANCHOR i i i I N8� 4 ^ LOCATION 'n EXISTING� II MIN. SEPARATION lu�l �'ei sT n° GLASS I TO GLASS 4 A ", ° " (SEE SCHEDULE i 11�z W E.DSEE SHEET ° E.D. SEE SHEET 7 ON SHEET 6) I IANa 4 ._ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) Q9 THRESHOLD FLOOR MOUNTING INSTALLATION ° 1/4'0-20 S.S. M.S. POURED CONCRETE OR CONCRETE BLACK REQUIRED 1 4 W/ NUT & WASHER ®9" O.C. OR #14x 3/4" S,S. S.D.S. 0 9" O.C. �0 WALL MOUNTING INSTALLATION —CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) 8 R.O. SILL & ADJUSTABLE LOOR MOUNTING INSTALLATION to Uj Uj m ry A m ss On I E Y LD 04s k ss � d IT R za ■��rL R Z PRODUCT REVISED � as complying with the Florida 0 Building Code U Ac c=.mNolI !2 7Z •p•�j 0 Expil Dateo 1m17Q / 0. MB a� iami DR roduct Control 5i ' CAL : DATE: 12-26-2011 F.B.C. (High Velocity Hurricane Zone) )WG No:12-2011(RS1-06) SHEET 4 OF 9 POURED CONCRETE OR CONCRETE -\ - BLOCK WALL REQUIRED • CONCRETE ANCHORS O 12' O.0 FOR J' MIN E.D. FOR 2.5. OR 2" USE f21SRN0 CLASS- --------- ANCHORS AT 6" D.C. Ep, .___________________________________._ $� �+ �OR n �3 '®O CONCRETE ANCHORS .- ti 2 ' O.0 FOR 3" MIN ON FOR & 8Q + i OR ® a.s' OR Y OR cox' O.C. _____________ _________ _ANCHORS ------_______. ___ __ _ ________--______ _______ Q \— TYP 9 O_.� v( L—(0!1 TOP & B07TOMW l`(�S£Jf NOTES) SECTION A A EXISTING GLASS- --- ------------------------------------------------------------ we NO 6+ 8019'R O 2i2'k1(//gy�` CONr ALUM. /VHE IYP• 4 TOP & BOTTOM SECTION D /14XJ/4' SS. S.M.S. OR J I6.0 NM POP NE75 O 9D.C. (t IOR© SECTION C 2W'11/8' OR J xJ i.090- Nun TUBE (606J-76 ALLOY & TEMPER) I J 4" J 41 21,21K f/B"sTUBE SIZE ALUM ANGLES TOP/BOTRJM W/ I 1 (4'4 4' Alwn. PoP RIVETS OR (2J4 //4" X 2 I/4- TAPCONSS ANC DRS AS SHOWN. WFAF :; pre, ,tat • CONCRETE ANCHORS O 12' O.0 FOR J' MLV. £D. FOR 2S' OR 2' USE CONCRETE EXISTING CU1SS-� ANCHORS AT 6` O.C. _______________- o W� ©6+ 1OR SINS. I TOP & BOTTOM SECTION B END CLOSURE ALTERNATE EXISTING CLASS — A �m 21k4' MIN WOOD STUDS. (AS APPLICABLE) --, Po �: 11410 LAG SCREWS & 9" 0)� Z W/ 1 1/2" MIN. THREADED EMBEDMENT TO EXISTING WOOD. l ----------------- ALUM. PO SINS. 0 D. , ALVM. POP RNEl O 9' O.C. SECTION F DUAL NYLON WHEELS WITH 0.490' BY 1. TOO- LONG NYLON GUIDE NTH NO J.D. MARKS AT TOP OF"rimoR SLATS SPACED EQUALLY, FASTENED WITH ONE NO. 14 BY J' HEX HEAD PIN SCREWS. 0.490' DMME7ER BY 0.590" NYLON GUIDE, WITH NO ID. MARKS, AT FOP AND BOTTOM OF EACH EXTERIOR SLAT FASTENED WITH ONE NO. 14 BY 3' HEX UM PIN SCREWS. 0.490' DUMETER BY O.B2O" NYLON GUIDE, WITH NO MARK$ AT TOP AND BOTTOM OF' EACH INTERIOR sw FASIENED WON ONE No. 14 BY J" HEX AHED PIN SCRENS 0.350" DIAMETER BY 24' LONG ALUNWUM LOCK PIN, AT TOP AND BOTTOM OF EACH LOOKING SLAT, FASIENED mTH ONE 10-24 BY 0.4JO' LONG THUMB TURN SCREWS. RO 2"X4" MIN. WOOD I/4 0 LAG SCREWS 0 O.C. SECTION E STUDS REQ'D. W I I " MIN. THREADED NOTES FOR LOCKING OF 2 & J PUSH BOTTOM LOCK ((22�� MAY BE USED FOR INSTALLATONS SECURED FROM TH£ L7(/TSlO£ OR INSIDE OF SHUTTER. WHEN INSTALLING F OM TH O07SIDE, A 7 B"0 HOLE SHALL B£ DRI D AT J AND �F�9 MUST BE RAWT£D FROM THE BACK OF J TO T�FRONT W/ (2)J/16'0 ALUM. POP RIVETS. A 3/$'0 HOLE MUST THEN BE DRILLED AT DID ALLOW FOR (2TIG TO PASS 7HRU. WHEN INSTAL NG FROM THE INSIDE, ®MUST BE RIVETED TO (71W/(2)J/I60 ALUM. POP IVE75 J/BO HOLE jPINHTON PASSDI IILL HRE THRU; AN0 2�T0 ALLOW FOR 5/16'51 f" LOCK 18 MAY BE USED AL7ERNATIVELLY TO (2aL LOCK FOR INSTALLATIONS SECURED FROM THE OUTSIDE DAME OF SHUTTER. ! THIS F, A 5/160 HOL SHALL BE DRILLED THRU 2 AND J. HOLE DRILLED TO ?SHALL BE TAPPED TO AC PT THREADS PER INCH CHINE SCREW. OWN, SECTION G (n b •m u � W Z Ly �U 2-4 7 K OLIJJ$ ,ww] WrvM l3 ►I= w �CA M"3� u •�� Owa a) :a it 6u r'S �- z PRODUCE REVLSBD p as complying with the Florida U Building Code w Acceptance No/ - _O (� Q, i 0 J7CpMDa ro nct Control Q � A DATE: 12-26-201 1 F.B.C. (High Velocity Hurricane Zone) )WO No: 12-2011 (RS1 —06) SHEET 5 OF 9 MAXIMUM DESIGN PRESSURE RATING "W" (psf AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. MAXIMUM WIND GOAD MAXIMUM ALLOWABLE DESIGN SPANS MINIMUM SEPARATION TO GLASS ('A.) DESIGN "W' (ps.l.) SECTIONS 5 TO 8 WALL MOUNTING S£CHONS 1, 2 & 9 FLOO RINS7 L LA MOUNTIN INSTALLATIONS SECTIONS J & 4 FLOORINCEILING ONS INSTALLATIONS S£CHON 10 WALL MOUNTING INSTALLATION OEM THEN SH MINI., WITHIN THE RRN OF ElAnOINSTALLATIONS ELMURE OF DUILOINO MFASOF AT 00170M "M SHUTTERS INSTALLED ADOW _O ECE1•ATION OF RURD;NC, ATSURED AT SOMM OF G+ L- L+ L- L+ L- L+ L- S OF SHUTTER. SNNTER. - 12 - 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'-4" 12'-4" 3„ 2 314 40 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 3•• 2 3 4" 45 11 "-10" 1 V-10" 1 1'-10" 11'-10" 12'_4" 12'-4" 12'-1 " 12'-3 •, -2 314 50 11'-3" 11'-3" 11'-5" 11'-5" 12'-4" 12'-4" 11'-11 12'-1" 3,• 2 3 4" 55 10,-8„ 10'-B„ 11'-0" 11'_0" 12'-4" 12'-4" 11,-8" 12'-0" 60 _ 10,-3,• f0,-3„ 10,-7„ 10,-7" 12'-0" 12'-4„ 11,_6" 11'-10" 3" 2 3 4„ 65 W-10" 9'-10" W-2" 10'-2" 11'-6" 12'-4" 11'-3" 11,_9„ J. 2 3/4" 70 91-6" 91-61, 9'-9" B1_91, IV-i" 12'-4" 11'-I" 11'-6" 3 2 3/4„ 75 9'-2" 9'-2" 9'-4" 9,-4" 10'---9" 12'-4" 10'-10" 11'-4" J. 2 3 4" 80 8'-10" B'-10" 9'-4" 9'-4„ 10'-5" 12'-4„ 10'-8" 11'-2" 31, 2 3/4" _85 8'-7" 8'-7" 9•-O•, 9'-4" 10'-111 12'-4" 10'-5" 11'-0" 3'• 2 3/4" 90 8'-4" 8'-4" 8'-9" 9'-3" 9'-10" 12'-4" 10'-3" 10'-10" 2 314 95 7'-B" 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" 2 314 2 314 105 6'-3" 7'-9" 8'-1 " 8'-10" 8'-10" 12'-2„ 9'-7" -10'-5" 2 3 4" 2 3/4" 110 5'-6" 7'-7" 7'-9" 8'-8" 8'-6" 11'-11" 9'_5„ 10'-3" 2 3 4" 2 -114 115 4'-10" 7'-5" 7'-3" 8•-6„ 81-01, 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 " 1 2 3 4" 2 3 4" 125 X-C 7'-1 " 7'-0" 8'-1 " 7'-3" 1 1 '-2 ° - 10'-0" 1 2 314 2 3/4" 130 - 6'-11 " - 7,-1 1 " 7•-0" TO'-1 1 ••-- - 9'-101, 2 3 4" 2 3/4" 135 - 6'-10" - 7'-10" 6'-9" 10'-9" - 9'-9" 2 3 4" 2 3 4" 140 - 6'-8" - 7'-8" 6'-6" f0'-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" 155 _- __. 6'-4" - 6'-9" 5'-10" 10,-0" - 9'-5" 2 314 2 3/4" 160 - 6'-3" - 6'-5" 5-8" 9'-f0" - 9'-4" 2 314 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" - 91-31, 2 1 2" 2 3/4„ 175 - 5'-6" - 5'-4" 5'-2" 9'-5" - 9,-1" 2 1 2" 2 3/4" 180 - 5'-2" - 4'-11 " 5'-0" - 9-4 - 9'-O" 2 1 2" 2 J/4,, 185 - 4'-10" - 4'-7" 4'-10" 9'-0" - 8'-11 „ 2 1 2" 2 3 4" 190 - 4'-5" - _ 4'-21• 4'-9" 8'-10" - 8'-9•, 2 1 2" 2 3 4" 195 - 4'-1'• - X-10" 4,-8" 8'-61, - 8'-6" 2 1 2" 2 3/4" 200 - 3,-6" - 3'-6" 4'-7" 8,-O" - 8'-0" 2 1 2" 2 314" (1) L+: ALLOWABLE SPAN DUE TO POSITIVE DESIGN LOAD +W (psf) L-: ALLOWABLE SPAN DUE TO NEOAT74E DESIGN LOAD -W (psf) (2) TO DETERMINE M4KIMUM ALLOWABLE SPAN; OWN. POSITIVE LOAD (W+) AND NEGATIVE LOAD (W-) - fDENT/IY TYPE OF INSTALLATION (WALL MOUNTING, FLOOR MOUNTING, ...ETC.). - DETERMINE VALUE OF L+ AND L- FROM TABLE FINAL MAXIMUM ALLOWABLE SPAN SHALL RF EQUAL TO THE ,'MINIMUM" OF VALUES OF L+ AND L- ( AFTER TH£ MAXIMUM ALLOWABLE SPAN CHECK SCHEDULE TABLE OBTNN MAXIMUM 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 LD. MARKS, AT TOP OF INTERIOR SLATS SPACED EQUALLY, FASTENED WITH ONE NO. 14 BY J" 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 GU/DE, WITH NO MARKS, AT TOP AND BOTTOM OF EACH INTERIOR SLAT, FASTENED WITH ONE NO. 14 BY 3" 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. ALTERNATNES NOTES: A) SECTIONS (1) & (2) ON THESE GROUPS CAN BE COMBINED AND MOST BE TAK N THE LOWEST SPAN. B) SECTIONS (1) & (2) ON THESE GROUPS CAN BE COMBINED AND MOST BE TAKEN THE LOWEST SPAN. F- 0 ~ W A x� d w gg QU 7 zN.EI " >4 s 4_ 0_ i '"111llllll%V, z FRODUCI'RRVISBD O s3 complying with the Florida U Building CodO �,wwontrol - Acceptencoion DNll1Ded (High Velocity Hurricane Zone) NO: 12-2011 (RS1 T 6 OF 9 WALL MOUNTING WALL MOUNTING INSTALLATION AT TOP INSTALLATION AT TOP MAXIMUM DESIGN LOAD I" OR BOTTOM (SECTIONS 5 TIIRU 8) (To CONCRETE) OR BOTTOM SECTIONS 5 THRU 8) (TO MASONRY) (P,s.l.) SHUTTER SPAN _ SHUTfER_SP_AN 5'-0" OR LESS 5'-0' TO 0'-1. B'-4' TO MAX. ALLOWED S'-0" OR LESS 5'-0• TO 0'-0" B'-6' TO MAT. ALLOWED 9 9 9 9 9 9 LESS THAN 30.0 9 9 9 9 9 9 9 9 9 9 9 9 9 7 5 FROM 9 9 8 9 9 9 >30.0 TO 60.0 9 9 9 g 9 7 FROM >60.0 TO 70,0 9 9 9 9 5.5 4 9 9 6 9 9 8.5 9 .9 D 9 8 6 FROM 9 9ja/.9 4 J.5 9 9 e 7.5 >70.0 TO BO.O 9 9 6 5.5 FROM 9 9 3.5 T/o 9 9 6.5 T/o >80.0 TO 90.0 9 9 5 n/o FROM 9 9 3 n/a 9 6 6 >90.0 TO 100.0 9 9 n/a I 9 4.5 n/o FROM 9 B n/a 5.5 n/a Ala 8.5 4 n/o 9 5 n/a > 100.0 TO 120.0 7 9 n/P 7.5 J n/a FROM 9 7 n/o 4 n/o n/o B J.5 n/P 7.5 4.5 n/a >720.0 TO 140.0 7 8 T/o 5.5 J n/o FROM e 6 n/a J n/a n/o 6.5 35 n/o 6 4 n/a >140.0 TO 160.0 6.5 7 n/o 4 J n/a FROM 7.5 5 n/o n/° n/o n/a 6 J T/o 5 4 n/a > 160.0 TO 180.0 6 6 n/o 35 3 n/a FROM 9 n/a n/a 4 n/o n/o B n/a n/a 35 n/a n/a >780.0 TO 200.0 9 n/o TA 3.5 n/a n/o MAXIMUM ANCHOR SPACINGS FOR TAPCON, MAXI -SET TAPCONS OR CRETE-FLEX SS4 ARE VAL FOR 3 I/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 ANCHnP ePAMP. MAXIMUM DESIGN LOAD 'W CEILING & FLOOR N MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 1,2 & 9) (TO CONCRETE) SHl1TTER 5' 0" OR LESS SPAN 5'-0' TO B'-O• B'-e" TO MAX. ALLOWED LESS THAN 30.0 9 9 9 9 9 9 9 9 9 FROM >30.0 TO 60.0 9 7.5 6 8 9 9 9 7,5 6 FROM >60.0 TO 70.0 9 - 6.5 55 9 9 8 9 6.5 5.5 FROM >70.0 TO 80.0 9 5.3 5 9 8 7.5 9 5.5 5 FROM >80.0 TO 90.0 8.5 5 4.5 9 7 6.5 6..5 5 4.5 FROM >90.0 TO 160.0 7.5 4.5 4.5 9 6.5 6 e 4.5 4.5 FROM > 100.0 TO 120.0 6.5 4 n/o 9 5.5 n/a 6.5 4 n/P FROM >120.0 TO 140.0 5.5 8 3.5 n/o 5 n/a SS 3.5 n/o FROM >140.0 TO 160.0 5 35 ITA 7 5.0 n/a 5 J.5 n/a FROM >Ifi0.0 70 180.0 4 35 n/o 6.5F�lon 4.5 FROM > 180.0 TO 200.0 4.0 6.5 4.5 MAXIMUM DESIGN LOAD 'W CEILING & FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 3 & 4) (TO CONCRETE) SHUTTER_ 5'-0' OR LESS SPAN lO B'-0' TO MAIL 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 B 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 3.5 9 8 5.5 9 5.5 J.5 FROM 100.0 TO 120.0 B 4.5 J.5 9 6.6 5 7.5 4.5 J.5 FROM >120.0 TO 140.0 6.5 4 J 9 6 4.5 6.5 4 J FROM >140.6 TO 160.0 6 3.5 3 8.5 5 4.5 5.5 3.5 J FROM >160.0 TO 180.0 7.5 4.5 4 5 3 2.5 FROM 5180.0 TO 200.0 A5 J n/P 7 4 n/a 4.5 J n/o MAXIMUM DESIGN LOAD "Y!' (P.-J.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 5 THRU 8) (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 5 TI IRU 0) (To MASONRY) SHUTTER SPAN _SHUTTER SPAN OR 1E55 TO B'-6' _TT. TO MAX, ALLOWED -0' OR LEGS TO a, TO MAX. AILCWEO 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 7 3.5 9 9 9 9 9 75 9 9 9 9 9 5.5 FROM >60.0 TO 70.0 9 9 7 9 69 n/o 9 9 g 9 4.5 9 9 8 _ 9 9 35 FROM >70.a TO 80.0 9 9 5 9 4.5 n/a 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 a/a 9 9 5 9 4 n/o FROM >90.0 TO 100.0 9j43 .5 7.5 T/o n/o 95 9 4 n/a 94 '9FROM TO 120.0 9/° 6>100.0 9.5 99 J 9 25FROM >120.0 TO 140.0 9/o 4 n/a n/a 9 e n/a n/a 9 J.5 2.5 5.5 n/o n/a FROM >140.0 TO 160.0 7 n/o n/o n/o n/a n/a 9 J7 TA. 4.5 n/a n/o 8.5 2.5 n/o 35 n/o n/o FROM >160.0 TO 180.0 5 n/o n/D n/o n/a n/a 7 n/P n/a 35 n/o n/o 6 n/a n/o 2.5 n/a n/o FROM >780.0 TO 200.0 9 n/a n/a n/o n/a n/o 5.5 n/o n/a n/a n/D n/o 5 n/o 5I1I°I1"I "•r11111 s�- Y Z FRODTTCf REVISED O as complying with theFlOddB U building Codo I Acceplanco lVo - "LZ .04.0 Bpi tton Date 7Q , Dy Mi nU Dad oduct Cmnrd � F. C. (High Velocity Hurricane Zone) DWG No:12-2011(RS1-06) SHEET 7 OF 9 ANCHOR LEGEND EXISTING E. O. FACTOR TAPCON OR 3" .90 giETE-TLEX 55{ CALK -IN 2 0/2 .75 2' .50 JALL WOOD MEMBERS SHALT. COMPLIED WITH THE NATIONAL 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 SCREWS 0 6" O.C. - 1 4.0 LAG SCREWS ® 6" O.C. / r1/4"0 LAG SCREWS 0 6- O.C. MIN. THREADED � 1 1/2' MIN. THREADED r. �-�� W/ 1 1/2" MIN. THREADED G EMBEDMENT TO EXISTING WOOD VI ��` ! EMBEDMENT TO EXISTING WOOD �i� EMBEDMENT TO EXISTING W000 HEADER. -___x__._��n I HEADER. r\- \ NEADF.R. I / ��n L 1-1 lu l- E21S NG MIN. EXISTING- I - "X4" WOOD GLASS 1' HEADER REQUIRED \l MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 6) 10 WALL CONNECTION AT TOP � m - —©OR 0 21 /� IIII I EXISTING MIN. I I 2"x4" WOOD o EXISTING GLASS I HEADER REQUIRED I MIN. SEPARATION TO GLASS n i (SEE SCHEDULE ON SHEET 6) - U 12 WALL CONNECTION AT TOP EXISTING I I I 1 1 ga EXISTING 1 GLASS �d I I I I zN c1Ass�1 MIN SEPARATION TO GLASS I I O I I ' MIN. SEPARATION TO SEE SCHEDULE ON SHEET 6 1 I I t o 1 (SEE SCHEDULE ON '. �1 IIITI WALL —Iw �SHFINISH IN 1/4°0 LAG SCREWS ® 6- O.C. W/ 1 1 2' MIN. THREADED EMBEOM T TO EXISTING WOOD I - STUD. V EXISTING MIN. 2°x4" STUDS a 16" O.C. MAX. REQ'D. 11 WALL CONNECTION AT BOTTOM '1 DOR 2 1/4.0 LAG SCREWS 0 6° O.C. W/ 1 I/2' MIN. THREADED EMBEDMENT TO EXISTING WOOD STUD. EXISTING MIN. 2"X4' STUDS a 16' O.C. MAX. REO'0. 14 WALL CONNECTION AT BOTTOM E MIN. z EXISTING 2"x4' WOOD GLASS \\I HEADER REQUIRED �'m I no I MIN. SEPARATION TO as I rcva ScuFrnuc nu 4 z 0 15 8.0 WALL CONNECTION AT TOP tl I I I 1 MIN. SEPARATION TO GLASS I I 10x3/4° —• I I I (SEE SC_HEOULE ON SNEET 6) I I .5. SA.S• I I o 2i I I I ®12' o.c. EXISTNc Y 8 I I ImI ^ GLASS IIII 3�8. I IT, o III MIN. IIII 1 WALL tl FINISH II -- IIII f ALTERNATE ANCHOR I �� LOCATION 1 1/ NUT S.S. M.S. 11L W/ NUT k WASHER 6/ 9° O.C. OR #14x 3/4' S.S. S.D.S. ® 9" O.C. 1/4'o LAG SCREWS ® 6" O.C. W/ 1 1/2° MIN. THREADED tl EMBEDMENT TO EXISTING WOOD STUD. EXISTING MIN. 2"X4" STUDS ® 16" O.C. MAX. REQ'D. 16 0.0 WALL CONNECTION AT BOTTOM z n PRODUCTREVISPD O as camplyingwith the Florid. U Eutlding Code Acocp ." No Z'L 04 C Elmiralion Dale ! L T141alnl Dadrdduct Control Q (High Velocity Hurricane Zone) DWG No:12-2011(RS1-06) e ALL WOOD MEMBERS SHALL COMPLIED CUR WITH THE KLUUIVIML1NULU 1IV5IALLAIIUN5 Al 5IKUQIUKAL WOOD MEMBERS NATIONAL DESIGN OF STRUCTURAL CURRENT EDITION, MINIMUM OF STRUCTURAL GRADE ' Fb-2000 pei AND SPECIFIC GRAVITY OF 0.55 EDGE 1+2- E.D. 2" jjMIN,_E.D. '' (IF APPLICABLE) � 7�y—�}r\�`` EDGE IF APPLICABLE ( ) EDGE (IF APPLICABE)� -- �j � ' y� EXISTING WOOD \i 1 1/2" 7 / TRUSSES OR RAFTER ® 2 / O.C. REQUIRED EXISTING SOFFIT 4.11 _ —3/4" Max. THK. ' Q1140/4" S.M.S. I EQ --- ® 6" O.C. MAX. 1 Vx4"x I/8" CONT. ALUM. TUBE (6063-T6 ALLOY) W/ (2)1/4"0 LAG SCREWS TO EA H RAFTER OR #14x3/4" S.M.S. ® 6' O.C. MAX. 1 i v r-I / 1 L1 I C TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD 1 I11I EXISTING It MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION EXISTING GLASS �I I 1 I OF THREADED AREA THIS GLASS 1111 I INSTALLATION IS ONLY VALID FOR I11,( I MIN. SEPARATION I W T I N I iiiLLL I WOOD W/ MIN. SPECIFIC GRAVITY OF 0.55. TO GLASS I (SEE SCHEDULE I 1 I .iliI ON SHEET 6) I I I c 10 HOLLOW CEILING MOUNTING INSTALLATION 3 a 1 MIN. SEPGU A ION (SEE SCHEOULE I 1 I I ON SHEET 6)_ N MIN. SEPARATION TGLASS I I I EXISTING GLASS I(SEEO SCHEDULE ON I I I I I I,m I I �I no SHEET 6) I I 1 1 3/8.. I WOOD DECK W MIN. SPECIFIC GROWN OF 0.55. I I MIN. 1 1 I-T--WOOD MIN. DECK SP SPECIFIC 1I4x3 4" S.S. S.O.S. GPAVRY OF 0.55. O.C. EDGE I I _ I •- � DECK IOF F I IF APPLICABLE L�2" MIN E.OEDGE OF . / IFAPPLCAB LE ALTERNATE L ANCHOR 1/4"0 LAG SCREWS 0 6" O.C. W/ 1 1/2" LOCATION MIN. THREADED EMBEDMENT TO EXISTING WOOD DECK. 11 SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 61 —EDGE (IF APPLICABLE) `vX'I EXISTING WOOD TRUSSES OR RAFTER ® 24" O.C. REQUIRED EXISTING SOFFIT 3/4" Max. THK. 1'x4"x1/e" CONT. ALUM. TUBE (6063--T6 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 N WOOD lY MIN. SPECIFIC GRAVITY OF 0.55./ vi 0 �•1 (1) HOLLOW CEILING MOUNTING INSTALLATION W k•' � s _ � I N K w zj gS m nyz u9 p r g R R Q�7IT p� Z FRODUCfREVISED esmmplyingtvithtNoFlorid: � DWldingCode U Acceptance No 2 Q4,w i Bxpf tion Dale Ya B � Y Miami Da ro uct Conlml � Q _. EDGE OF 2" MIN, E.D./ L 2" MIN. E.D, SLAB IF 2" MI E.D. 2" MIN. E.D. / APPLICABLE ALTERNATE S ANCHOR -1/4"0 LAG SCREWS m 6" O.C. W/ 1 1/2" -1/4"O LAG SCREWS ® 6" O.C. W/ 1 1/2" DATE: 12-26-2011 LOCATION MIN. THREADED EMBEDMENT TO EXISTING IN. THREADED EMBEDMENT TO EXISTING WOOD DECK. WOOD DECK. F.B.C. 14 SILL & ADJUSTABLE FLOOR (High Velocity Hurricane zone) MOUNTING INSTALLATION THRESHOLD FLOOR MOUNTING INSTALLATION owc NQ:12-2011(RS1-06) SHEET 9 OF 9 I 1 I I I I I I I I I I III �m I I 1 I j IIIo I MIN. SEPARATION zd TO GLASS 1—(SEE SCHEDULE- I ON SHEET 6) I I I I III I 1 ` .._ .. .._ P (I 4x3/4" S.S. WOOD DECK W/ S D S ®9" O.C. MIN. SPECIFIC GRAYIN OF 0,55. IIItI I EDGE OF / 17 DECK IF APPUCABLE