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HomeMy WebLinkAboutSUBMITTED PAPERSP.Wm.::,: _ . ; o:- .. PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue ".:...... 11.,...-.. . Fort Pierce, FL 34982 SCANNED 772-462-1553 BY St. Lucie County APPLICATION FOR STORM SHUTTER PERMIT ^ ,L PERMIT NUMBER: --- DATE: t w_o p - 1, LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER-" ✓��� `` �� 7..NG LIJ INIT SECT TWP RNG MAP f� `; o-, 3, DESCRIPTION OF PROJECT OR WORK ACTIVITY. a) v o� ADDITION OTHER 4. TYPE OF STRUCTURE: SFR ------ 5. OWNER INFORMATION . b. CONTRACTOR INFORMATION i� FL Ree/Cert #: C. i- ICD04 ` — Name:. County Cert #: ` Addr�es&: Ll L Business Name: e City: .tie:- Zip" �hone: Phone number:bQ2.3 Type of Surface attachment: Wood Frame Concrete i/ Masonry Other Maximum Opening Pressure per Product Compliance Method of Attachment Product A.S.C.E.-7 Report # As per Product Approval or Engineers Anal sis Type 120 mph 130 mph 140 mph 140 Exp. C:], N.O.A. Other Anchor Type Anchor Spacing Removable Panels I Other ALIT PRODUCTS SHALL. BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL IN.SPF.CTIONPROCEDURE FOREXISTINGSTRUCTURESONBACK. 7. VALUE OF CONSTRICTION: $-J FEES DUE: T 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. %, PR IN r NAME OF OWNER R.CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF DAY OF �l� 20 1 ACKNOWLEDGED BEFORE ME THIS _�-_ ��..� s---. BY SIGN (JRE OF O ER CON I KACTORlQUAL1FlER WHO IS PERSONALLY KNOWNTOME OR WI-10HAS PRODUCED _. AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY Tl'rLP.: NOTARY PUBLIC COMMISSION NUMBER 11"�'%, MA DE LALUZVELASCO v; r_ MY COMMISSION # DD 833066 Si..CPDSD Rcvi scd 9G/17l20I0 %` EXPIRES: October 22, 2012 �;p Bonded Thru Notary Public Underwriters Property Appraiser - St.Lucie - nty, FL Page 1 of 1 I � PROPERTY RECORD CARD Ralph Martin Record: 1 of 1 «Prey Next» Spec.Assmnt Taxes Exemptions Permits Horne Print Property Identification Site Address: 9228 Short Chip Cir ParcellD: 3334-501-0215-000-3 ��� �G,y Sec/Town/Range: 34:36S:39E Account* 155047 Map ID: 33/34N Land Use: SF Res Zoning: PUD City/Cnty: St Lucie County ��.• Ownership and Mailing Legal Description Owner: Ralph Martin Migdalia Martin LAKES AT PGA VILLAGE (PB 43-32) BLK D LOT 77 (OR 2363-442) Address: 15 Cherry Rd North Hampton NH 03862 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 186800 Land Value: 30000 Acres: 0.16 9/7/2005 360300 00 SP 2363 / 0442 Assessed: 186800 Building Value: 156800 4/21/1998 21320600 04 WD 1140 / 1945 Ag.Credit: 0 Finished Area: 2024 SgFt Exempt: Taxable: Taxes: 3800.57 BUILDING INFORMATION Exterior Features View: - RoofCover: TC - Clay Tile RoofStruct: HP - Hip ExtType: HA- - HA- YearBlt: 2005 Frame: - Grade: A- - A- EffYrBlt: 2005 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/FI: 1/26ath: 0 HeatFuel: ELEC- Electric Prm.Flors: CT -Tile-Ceramic %A/C: 100 %Heated: 1 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth DWBP - Drive-BrkPav Y 1 703 AV AV 2005 1 0100-SF Res LFI -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=333450102150003 5/18/2012 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE C -`Y FILE # 3705579 OR E 3391 PAGE 938, Recorded 05/18/2012', �'01:52 PM t - is 1. DESCRIPTION OF PROPERTY (Legal SUBDIVISION BLOCK- 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3.OWNER INFORMATION: a. Namc-T 4 PEron-r wttae3 NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Ronda statutes the following information is provided in the Notice of commencement. /� and street address) TAX FOLIO NUMBER: -%3� (L/ - c5oI - 0z 15 -0co 3 CRACT 1(1T - BLDG UNIT b. Address4 1 �-1 ri t i i i tell d Name and address of fee simple titleholder (d other than 4 CONTRACTOR'S NAME, ADDRESS AND PHONE rr 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND G LENDER'S NAME, ADDRESS AND PHONE NUMBER: P c. interest in 7. Persons withm the Sate of i1orida designated by Owner upon whom notices or other doctune is may be served as provided by Section 713.13 (I 11a) 7., Florida Salutes NAME. ADDRESS AND PHONE. NUMBER: 8 In addition to hunxal or herself, Owner designates the following to receive a copy of the Licnor's Notice its provided In Swoon ,13 13 (1 XIII, Ron& Statrues- NAME. ADDRESS.tND PHONE NUMBER: v Expirruon date of notice of eommnenCCmQIt ( the explmuon date IS I year from the date of recording unless a di t ent date is Hato of Owner or Print Name and Provide Signatory's Title/Otfice Owner'+ Authorized Offlcer/DireetuNPartnerYManugLi- 4-1 State-offlonWit County of IU u e ,/ /!� Me foregoing instnunern wits acknowledged before Ilk: this _[ �... _day of _,as_%e\L _ (Printed nine e`of person signing aline) t Type of audlorin. .e.. Owner officer. trustee, attorney m I...I Nat7ie nt ?fare': on h chal!' di whom utsuwncni was a xmited) Perso udly I:aowu_ _ or produced Ulu following IV a uf:l): I/ ,Q9n'ry" MA DE LALUZVQASCO mil" rt a GO CO,l1M r- MYW0NIDD83M i';;ntt.•d'Jameli •.•I`ta nlht .`.ratalure�tl i�ioirr i' IRES: October 22,2012 ,yf�ry ElZdThlu NMI Puble Unk rttm no x r Juti .;! ,CTjW decxrc :hat •rc Brae : 'tsl ft !n, nn41W.0ove :Ui�i ge;llCl 1>eelleIl '%... _.. .'IOnU(1 Sn1a1La� Signuturelsl <(' Glv I ) t r Owncrtss' Author:rcd C)iTcerlDlrcaor/P:trrncr/Manager who siLijud aunve: IV 1 t STATE Of FLORIDA ST: LHIF. ctoUNTY TN1f TRu ORI By: D41 (--:Per rn J - s� 0 0 9 M IA M I-UADE 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. 74th 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 �n af+t`h�I�lor�rlidiin odes 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. IAMI•DADE COUNTY #a� ;z f!. a� NOA No. 11-1227.04 Expiration Dates /2 7 01 I Q �. o / 2 Approval Date: 01/19/2 1�2 Page 1 noiungsnieia, inc. � �J 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, A 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, Inca 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. 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 CountyApproval 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.. 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. 09-008RS1) 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 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. .". W /,"/ �/- 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=35ksl 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 7/8" 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 7/6" 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. = > ©> ©ZcZ7 rbj�), �jts) i am) r 9gLL N�, 10 193 P7T IGAL 11 14 16 18 2119 SHUTTER ELEVATION TYP TO /BOTTOM • �' 6 � Vil 4Q + R11 OR 1 ff + 9Q, 0,%1,5ffil +�(1�9 OR 4 E l l 1 1111411411 a N Ld ZI-- •SHI; p jIn16 �o RAI �= � w � o a R: M Z PRODUCT REVISED O as complying with the Florids U Building Code Ld Accamtlon lleteoptencc No l�iZl� •_ ExpiQ � i By Mi e e uctcont" Q DATE: 12-26-2011 F.B.C. (High Velocity Hurricane Zone) )WG No:12-2011(RS1-06) 5.074•- Q MALE/FEMALE BLADE U5 H.EADER WALL MOUNT, (2)MALE CENTERMATE BLADE U6 B.O. HEADER WALL MOUNT 2,456" 1.91 z0as, Iffil 0 FEMALE CENTERMATE BLADE MALE STA�RTE O O.q�G HEADER MOUNT. I' MIN. 5" Max. AS APPLICABLE J n1l STARTER ANGLE 12 ALUMINUM 8,0. ANGLE OADIJ�USTABLEI �FLQQ�RSL ADAPTOR (1-THRESHOLD TRACK - @ CEILING HEADER (16 FLOOR SILL @ ADJUSTABLE FLOOR SHU ADAPTOR W -Z- LIP 7" Ux. AS A,11_,,BL (B ALUMUM B.0 ANGLE @ WALL HEADER ; .R1:� 1 1811 M M.p 02 PRODUCTREVISED mcomplying vAlbibeFlorida 0 U Building Coda B>tpi Zion Date F.B.C. (High Velocity Hurricone )WG No:12-2011(Rsl SHEET 2 OF 9 J.000" MAX CLEAR PANEL 014t I5 AS" biHUWN 4.500" 2 250" MAE 'A W I .25" 22 MIN 1 yIAL£/FEMALE 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 G.E. LEXAN POLYMER SHEET #90-34, APPROVED BY MIAMI-DADE COUNTY NOA 1103-1210.4, THERMOPLASTIC POLYMER TENSILE STRENGTH Fy=8.9ksi, Fb=12.9ksi, E=328.71<si 5/16"-18 SS.M.S. o L = -I�-PLASTIC KNOB 18 PLASTIC KNOB LOCK mumoscit5w "LONG , O SEE NOTE BELOW----� 19 LOCKING PlN 121' Ml,, FOR UP 10 "-0" SHUTTER BLADE LENGTHS, AND FOR SHUTTER BLADE LENGTHS GREATER THAN ". INCREASE LOCKUVG PINS LENGTH BY 2" FOR EVERY 6" INCREASE ON SHUTTER BLADE'S LENGTH. (2)HOLES FOR 3/16 01 ALUM. POP RNE1S 7116" -- 7 8" 71181 or t Ott 3 8" 20 NICKEL PLATED PUSH LOCK BOTTOM EXISTING GLASS i MIN SEPARATION TO \yy� (SEE SCHEDULE ON SHEET 6)1 410 TAPCON ANCHORS W/ j 1 1j" MIN. EMBEDMENT INTO CONCRETE 0 4.5" O.C. MAX, 410 CR£TE FLEX i ANCHORS W/ 1j" MIN. I NEW THICKNESS x 6" EMBEDMENT INTO CONCRETE CONT. (6063-T6 ALLOY & ® 6" O.C. MAX OR J" 0 _ I TEMPER) ALUM. PLATE CALK IN ANCHORS W/ Tg" MIN. EMBEDMENT INTO s6o" CONCRETE AT 4" O.C. MAX. 1 7 `� OR I O a kM� N ,. 2.a500" a-M " 3000u°a 1/410-20 S.S. M.S. W/ NUT & WASHER n O.C. OR #14x 3/4" S. S. £Da'SOF® 4.5" O.C. POURED CONCRETE SLAB IF APPLICABLE REQUIRED TYPICAL CONNECTION WITH ALUMINUM PLATE (ONL`Y FOR WINDOW S/LL,� V) N N p =� �ryry a S ? Q7 �U S12i yp 8 7 e ,>8 w = vr, w a Z PRODUCTREVISGD U as comPlying with the Flocidc Building Coda LJ Acce tanca No Z O � P i ExP Zion Data �� Ey fj/J I Miami Da roduct on F.B.C. (High Velocity Hurricane )wG No: 12-2011(RS1 iHEET 2A OF 9 EDGE OF POURED --CONCRETE ANCHORS EDGE OF REQUIRED (SEE SCHEDULE ON SHEET 7) CONCRETE IF -- -- /CONCRETE IF APPLICABLE APPLICABLE OF I> I{ E.D. SE;r SHEET "7 E. .SEE SHEET 7 ' I I J ea ., rEQ E°, POURED EDGE OF .- )NCRETE ff CONCRETE REQUIRED PPPICABLE °� <' ° a rEQ — - p i I I I 11 II I 1 I II Ilpl I EXCLASS ISTIN 1 i l l i i i EXISTING GLASS MIN. SEPARATION i i i N �x w i MIN. SEPARATION TO GLASS I i i N y I TO GLASS 1(SEE SCHEDULE I I 1 i (SEE SCHEDULE ON SHEET 6) i i rnN0 I ON SHEET 6) I I 10 CEILING HEADER MOUNTING INSTALLATION I tnw� MIN. SEPARATION TO GLASS SCHEDULE 1 I I w p (SEE ON SHEET 6) i I vy i 8 i i X MIN. POURED CONCRETE REQUIRED II I !~! I I J-HT 4x3/4" S.S. S.D.S. 12" O.C. rm rtr an ° E.B. E.Q. I a E. EQ a J I EDGE OF SLAB IF r E.D. IEEE SHEET 7 ° H,D. SEE SHEET 7 a b °' EDGE OF SLAB IF APPLICABLE-- APPLICABLE ALTERNATE — CONCRETE ANCHORS ANCHOR (SEE SCHEDULE ON SHEET 7) LOCATION 0 SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION RETE ANCHORS SCHEDULE ON SHEET 7) EDGE OF CONCRETE IF ° e APPLICABLE I ^ n ml 03 CEILING HEADER MOUNTING INSTALLATION 1. MIN. SEPARATION i TO GLASS I I I 1 (SEE SCHEDULE I ON SHEET 6) I I 1 N I I I I EXISTING CLASS ALTERNATE IiII ilil III rn L ANCHOR lOCA710N IIII 16 ;III w POURED CONCRETE / MIN. 0 12" D. S.S. S.D.S. 12" D. iy I 1 REQUIRED 17 �a E.Q. ,,I ryI n G eL/2. E.D. SEE SHEET 7 E.D. SEE SHEET 7 EDGE OF SLAB IF a ° a a ,p EDCE OF SLAB IF APPLICABLE — �'°'� '-- APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) ® SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION 2� a Z t�$x¢ g ��^ R R _ �En �� g'�G&y fn eno` yq tl Fri 12 7 U Iz��o �= n �n o �� Ng JM WC u�E�� •��/111i1�\\� � I Z PRODUCT REVISED as complyingwilh the Florid. Euilding Coda Acceptance NoIIi2?7 • �� o Expi noon Date o % Q j Uly IIr .i �I 1 Mi mi Ded o uct Control � Q F.B.C. (High Velocity Hurricone )wG No:12-2011(RS1 SHEET 3 OF 9 ....CONCRETE ANCHORS S ` c 1 r j, POURED CONCRETE (SEE SCHEDULE ON SHEET 7) }} POURED CONCRETE POURED CONCRETE U) N d OR CONCRETE BLOCK •`� D OR CONCRETE BLOCK OR CONCRETE BLOCK D: REQUIRED • REQUIRED CONCRETE ANCHORS REQUIRED 1/4"0-20 S.S. M.S. d` W '$'$ ryry ^ k CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) °� ` W/ NUT & WASHER ^ �1 N n i (SEE SCHEDULE ON SHEET 7 e "y \ al 9" D.C. OR ®14x 3/4' ? = a S z ' ) a a `s.s, s.o.s. ®s^ o.c. N V I Q Y 14"t :I�OJ W s °upon III iiii °upon �IIII iiii ° M Gn IIIII 1111 a � N M A ° IJ,I Illlt �JN 'I,I I'..I ��i0 I I�11 illl W EXISTING I MIN. SEPARATION i I I I=w ° 1 to W I i i i 14 a�1�- I I I I EXISTING 1 MINSEPARATION CLASS j I i I UCi GLASS�I TO CLASS uoi� I i = E%ISTING I MIN. SEPARATION I qi 1 (SEE SCHEDULE i i w z SEE SCHEDULE ' z GLASS I TO GLASS I_ ON SHEEP 6) (EE S ON SHEET 6) i m�o (SON SHCH EET fi) i i b1w0 (� 1 OS HEADER WALL MOUNTING INSTALLATION © 8.0, HEADER WALL MOUNTING INSTALLATION 07 9.0. CEILING HEADER MOUNTING INSTALLATION rL eA-0 0 �iz3P N n� POURED CONCRETE d ^ - OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) 94 EXISTING I MIN. SEPARATION i i i \ y ......"'•. MIN. SEPARATION i I ° GLASS I TO GLASS zd�,c �\ (` • � / I TO GLASS 1 zd tD ' (SEE SCHEDULE (SEE SCHEDULE I i i laawi�il I ON SHEET 6 I ON SHEET 6) WHxx� uWsi °74� ) I i SS.xS.D.S._E ®12" O.C. iTi v Nfui ii i.i1 i NpI1. n ii 3 8" POURED i 111 l I I I I a e� IN. REQUIREDA CONCRE7... Iiii io `�• iiii 11 i ~ �� I I 11 m � al.l ° • ° iI i i �d'�1O n °a° ALTERNATE HOR i\Y/� pRL Ni a e I i i laver: a LOCATION _ 4� ° 4 n EXISTING I MIN. SEPARATION I u� 11' I A NCi Q kE.Q. °GLASSTOCLASSIa(SEE SCHEDULE I i wo SEE SHEET E.D. SEE SHEEP 7 N_--i i i ., -_Q. _O. E.Q. E_qPRODUCT REVISED- ° c I i i i as complyingwilh Ike t:lorida U ° _ Building Codo /_ -- 1/4"0-20 S.S. M.S. Acecptotice Nof - °Z W I 14 W/ NUT & WASHER BxpimuonDateo ZOO CONCRETE ANCHORS POURED CONCRETE ® 9" O.C. OR Q14,t 3/4" -- (SEE SCHEDULE ON SHEET 7) OR CONCRETE BLOCK S.S. S.D.S. C 9" O.C. By , REQUIRED Miam Da - m el Control Q -CONCRETE ANCHORS � THRESHOLD FLOOR MOUNTING INSTALLATION © WALL MOUNTING INSTALLATION (SEE SCHEDULE ON SHEET 7) SCALE: S 0.0, SILL & ADJUSTABLE DATE: 12-26-2011 LOOR MOUNTING INSTALLATION F.B.C. (High Velocity Hurricane Zone) DWG No:12-2011(RS1-06) SHEET 4 OF 9 6 30 9 133HE (90— m) l l0z—Z { :0N 0mc (auoZ ouooufnH A110019A 461H) .0.e. j '4 7 0 5 INIFllyly "ON/ Had SOY3HHl�g 1d JV OL 03ddV1 3a 77YNS Z Ol 0377IH0 37ON 'f ONV L ", 0 0377Id0 3S MRS 70H 0.9 1/9 V 3S SlH! l 'H311nHs JO 301S HO 301SLn0 3/IL WOSJ 03YW36 S 011V77VISNl NOJ X007 Ol A773N1VNH3L7V 039n 3S AM BXO07aloj RHHl SSYd 01 Md 37 H O.p O1QZ ONV�r ndHL 03711H0 3$ NHL R 370H O.B/£ VV'S13Alttff dOd 'Wn7V 0,91/F(L /MZ OL 0313AIH 3S ISM ® 30/SNI 3Hl WOHJ & DN 7V1SNl N3NM j 'nbm SSVd 01 Nld HQJ M077Y J_ _ O1QZ 1V 0.777td0 39 Nwa ism 370H 0 /r Y 'SL3AIH D Y, - 5 1of7noO Wn of epi !W a dOd 'WRN 0,9f/C(Z) /M,jNOHd CHI Ol C d0 X. 3H1 Afl a% WOHd 03JJAIV 39 1SnW plA ONV fio. 7/HO 3a 7.,11 _ \ ��}} 370H O,B/c Y 30ISLnO 3H1 WOFd0 'JNn7Y1SNr N3HM 'H31LnH$ JO 301SNI HO 3CIS1 35 1 1YOHJ 03dna3S D �.fA SNOUMV1SNl H0J 03Sn 3B AM X007 W0110S HSnd ION 00mid000y m op03 8u!pfm8 — r 7P Z JO 'JNlXO07 dOJ 5310N C)-puoj3o4147!A%8ugjdmu3SU SSVID ONHSIX9 O GHSIARHIO CI011d '600A1 ONHSFX3 OL IN3W03aW� C 03amm 'NFW .Z/l l /M 'O,b3H SQn1S 7)'O .6 ®SM3dO5 on 6 b/1 OOOM ww „ bX Z 3 N 0 TI 73—S 14 Tti A!5 gj�. 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Hai '0'3 'MN .f NO1 0'O 03N1n03N 71MA XO079 .Cl 0 SdOMM'3MM0O . 31341ON00 NO 3A3NON00 O3dnOd ti MAXIMUM DESIGN PRESSURE RATING "W" (Q s f) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE MAXIMUM WIND LOAD MAXIMUM ALLOWABLE DESIGN SPANS MINIMUM SEPARATION TO GLASS (in.) DESIGN V/" (p.s.l.) SECTIONS 5 TO 8 WALL MOUNRNG INSTALLATIONS SE077ONS 1, 2 & 9 OORICEILINO MOUNTING INSTALLATIONS SECTIONS 3 & 4 FLOORINCEILING ONS INSTALLATIONS SECTION 10 WALL MOUNTING INSTALLATION WHEN SHURLRS dVSTA Rsr WAH.o.-o WE ORS, OF ou" EffygRBN OF BNI[OMO NWV1.0 AT BOTTOM WNEv sN Ua., INSIALLEB ABOVE _0 �EVAT/ON OF CAI �TroM�OF fO L+ - L+ L- L+ L- L+ 1- OF SNORER. SHUIIER. 30 72'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 2 3 4" - 12'-4" 12'-4" 12'-4" 12'-4" +12'-4" 72'-4" 3 2 314" 40 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12,-4" 12'-4" 3' 3 4" 45 11'-10" il'-10"Ill'-10" 11'-10" 12'-4" 12'-4" 12'-1" 12'-3" •• _2 2 3 4" 50 11'-3" 1l'-3" 11'-5" 11'-5" 12'-4" 12'-4" 11-11 12'-1" 3" 2 3 4" 55 10'-8" 10'-8" 11'-0" 11'_0" 12'-4" 12'-4" 11'-8" 12'-0" 3 2 314 60 10'-3" 10'-3" 10'-7" T0777" 12'-O" 12'-4" 11'-6" 11'-10" 3" 2 314 65 9'-10" 9'-10" 10'-2" 10'-2" 11'-6" 12'_4" 11'-3" 11'-9" 3•• 2 3 4" 70 9'-6" 9'-6" 9'-9" 9'-9" 11'-1" 12'-4" 11'-1" 11'-6" 3" 2 314 75 9'-2" 9'-2" 9'-4" 9'-4" 10'-9" 12'-4" 10'-10" 11'-4" 31• 2 314 80 8'-10" 8'_ 10" 9'-4" 9'-4" 10'-5" 12'-4" 10'-8" 11'-2" 3" 2 3/4" 85 8'-7" 8'-7" 9'-0" 9'-4" 10'-1" 12'-4" 10'-5" 11'-O" 3" 2 3/4" 90 8'-4" 8'-4" 8'-9" 9'-3" 9'-10" 12'-4" 10'-3" 10'-10" 3. 2 3 4" 95 7,_8„ 8'-2„ 8,_6" 9,_311 9'-6" 12'-4" - --10,-_0„ 10'-8" 2 314 2 314„ 100 6'-10" 7'-11" 8'-4" 91-1" 9'-4" 12'-4" 9'-10" 10'-6" 2 3 4" 2 314" 105 1 6'-3" 7'-9" 8'-1 " 8'-10" 8'-10" 12'-2" 9'-7" —W-5" 2 314 2 314" 110 5'-6" 7'-7" 7'-9" 8'-8" 8'-6" 11'-11 9'-5" 10'-31, 2 3 4" 2 3 4" 115 4'-10" 7'-5" 7'-3" 8'-6" 8'-0" 11'-8" 9'-2" 10'-2" 2 3 4" 2 3/4" 120 4'-2" 7'-3" 7'-2" 81-31• 7,_7" 11,-5" 9'-0" 10'-1 " 2 3 4" 2 3 4" 125 3'-6" 7'-1" 7'-0" 8'-1" 7'-3" 1l'-2" - 10'-0" 1 2 3 4" 2 3/4" 13O - 6'-11 " - 7-11 " 7'-O" 10'-11 " - 9'-10" 2 3 4" 2 314" 135 - 6 10" - 7'-10" 6'-9" 10'-9" - 9'-9" 2 3 4" 2 3 4" 140 - 6'-8" - 7'-8" 6'-6" W-7" - 9'-8" 2 3 4" 2 314" 145 - 6'-7" - 7'-6" 6'-3" 10'-4" - 9'-7" 2 3 4" 2 3 4" 150 - 6'-6" - 7'-1" 6'-0" 10'-2" - 9'-6" 2 3 4" 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'-10" - 9'-4" 2 314 2 3 4" 165 - 6'-2" - 6'-O" 5'-6"V8'-l - 9'-4" 2 1 2" 2 3 4" 170 - 5'-11" - 5'-8" 5'-4„ - 9'-3" 2 1 2" 2 314" 175 - 5'-6" - 5'-4" 5'-2" - 9'-1" 2 1 2" 2 3/4" 180 - 5'-2" - 4'- I 1 " 5'-O" - 9'-0" 2 1 2" 2 3/4" 185 - 4'-10" - 4'-7" 4'-10" - 8'-1 1 " 2 1 2" 2 3 4" 190 - 4'-5" - _ 4'-2" 4'-9" .- B'-9 2 1 2" 2 3 4"195 - 4'-1 - 3'-10" 4'-8" - 8'-6" 2 1 2" 2 3/4" 200 - 3'-6" - 3'-6" 4'-7" - 8'-0" 2 1 2" 2 314" (1) L+: ALLOWABLE SPAN DUE TO POSRNE DESIGN LOAD +W (psf) I., ALLOWABLE SPAN DUE TO NEGATIVE DESIGN LOAD -W (psT) (2) TO DETERMINE MAXIMUM ALLOWABLE SPAN. CNEN: POSITIVE LOAD (W+) AND NEGATIVE LOAD (W-) - IDENOFY TYPE OF INSTALLATION (WALL MOUNTING, FLOOR MOUNTING, ...ETC.). - DETERMINE VALUE OF L+ AND L- FROM TABLE FINAL MAXIMUM ALLOWABLE SPAN SHALL RE £DUAL TO THE 'MINIMUM" OF VALUES OF 44 AND L- (3) AFTER THE MAXIMUM ALLOWABLE SPAN CHECK SCHEDULE TATTLE 70 OBTAIN MAXIMUM ANCHOR SPACING. REMEMBER TO SELECT ANCHOR SPACING USING NEGATIVE DESIGN LOAD (W psT) 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 3" 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 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 MOST T"I"S N)7HE(LOWESTTHESE SPAN. CROUPS CAN BE COMBINED AND B) SECTIONS (1) & (2) ON THESE GROUPS CAN BE COMBINED AND MOST BE TAKEN THE LOWEST SPAN. to m A � wcryryc71 Zj�^� u �N �r=ati J ¢� s=e� U O VM 2 (7 r= ",fill ifII01,, �: Z PRODUCT REVISED O as complying with the Florida U Building t odo rW A c :CPI cc Nol , p 4 Dxpi tionDateo N Dad not Control C F.B.C. (High Veiocity Hurricane Zone) DWG No: 12-2011 (RS1 —06) SHEET 6 OF 9 MAXIMUM DESIGN LOAD "W" (P.a.T.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 5 THRU 8) _ (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 5 THRU 8) (TO WSONRI� SHUTTER 5'-0' OR LESS SPAN S'-0' TO W-61 6'-6' TO MAX. ALLOWED SHUTTER S'-0" OR LESS SPAN ' TO - a'-6' TO mm. D LESS THAN 30.0 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 5 9 9 8 9 _ 9 g 9 7 g 9 9 9 FROM >60.0 TO 70.0 9 9 9 9 5.5 4 9 9 B 9 9 9 9 B 6 FROM >70.0 TO 80.0 9 9 9 9 4 3.5 9 9 6.6 9 8 7.5 9 9 9 9 6 5.5 FROM >80.0 TO 90.0 9 9 6 8 J5 n/o 9 9 n/o 9 6.5 n/o 9 9 n/o 9 5 n/a FROM >90.0 TO 100.0 9 9 1 7 3 n/o 9 6 n/o 9 6 n/o 9 9 n/a 9 4.5 n/o FROM > 100.0 TO 120.0 9 8 ^/ 5.5 8.5 4 M. 9 5 AA 7 9 n/a 7.5 3 W. FROM >120.0 TO 140.0 8 7 4 n/o n/o B 315 n/a 75 4.5 n/a 7 6 n/a 6.5 3 n/o FROM >140.0 TO 160.0 9 6 ma 3 n/a n/a 6.5 3.5 n/a 6 4 n/a 6.5 7 o/o 4 3 n/a FROM > 160.0 TO 180.0 75 5 n/o n/o n/a n/a 6 3 n/a 5 4 n/a 6 6 n/o 3.5 3 n/o 1FROM >180.0 TO 2GO.0 9 n/a n/a 4 n/o n/a 9 n/o n/o 3.5 n/o n/o 9 n/o n/a 3.5 MAXIMUM ANCHOR SPACINGS FOR TAPCON, MAXI -SET TAPCONS OR CRETE-FLEX SS4 ARE VAUD 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 MAXIMUM DESIGN LOAD 'W" (ps.tJ CEILING & FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 1,2 & 9) (TO CONCRETE) SHUTTER W.a. OR LESS SPAN W-01 TO e'-, 6'-w TO MAX. ALLOW'Eo 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 - 6.5 5.5 g g 8 9 6.5 5.5 FROM >70.0 TO 80.0 9 5.5 5 9 9 FROM >80.0 TO 90.0 8.5 5 4.5 9 7 6.5 8.5 5 4.5 FROM >90.0 TO 100.0 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/o FROM > 120.0 TO 140.0 5.5 3.5 n/o B 5 n/a 5.5 .I5 n/a FROM > t 40.O TO 160.0 5 JS n/a 7 5.0 n/a 5 3.5 n/o FROM >160.0 TO I60.0 4 J,5 n/o 6.5 n/a n/a 4.5 n/a n/a FROM >780.0 TO 200.0 4.0 n/o n/o 6.5 n/o n/o 4.5 n/o n/o ANCHOR LEGEND EXISTING E. D. FACTOR TAPCON oR 1K 3" .90 CRETE-t1.EX _4 ? 1/2' .75 OA 2" .50 MAXIMUM DESIGN LOAD 'W CEILING & FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 3 & 4) (TO CONCRETE) SHUTTER S'-0' OR LESS SPAN S'--w TO 8'-6' _- _ 6'-, TO Mm ALLOVIEO 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 5.3 9 9 e 9 8 5.5 FROM >70.0 TO 80.0 9 7 4.5 9 9 7 9 % 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 5.6 3.5 FROM 100.0 TO 120.0 a 4.5 J.5 9 6.5 5 7.5 4.5 3.5 FROM > 120.0 TO 140.0 6.5 4 3 9 6 4.5 6.5 4 3 FROM > 140.0 TO 160.0 6 3.5 3 8.5 5 4.5 3.5 3.5 3 FROM > 160.0 TO 180.0 5 3 n/o 7.5 4.5 4 3 2.5 FROM >780.0 TO 200.0 45 3 n/a 7 4 n/a 4.5 3 n/o MAXIMUM DESIGN LOAD "W" 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 LASONRY) SHUTTER SPAN SHUTTER SPAN 5'-01 OR 'as S'-O" TO V-6' TO MAX. ALLOWED _ 5'-v OR LESS B-0" TO W-6" 6'-6' TO M.6'-e' 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 1 9 9 7 .3.5 9 8 1 9 9 9 7.5 g g 1 9 9 9 5.5 FROM >60.TO 70.0 9 9 7 9 6 9 9 9 9 9 4.5 9 9 B _ 9 9 3.5 FROM >70.0 TO 80.0 9 9 5 9 4.5 n/o 9 9 7 9 9 J5 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 5..5 7.5 n/a n/a 9 B 5 9 4 n/a 9 7 4 9 3 n/o FROM > 1 DO.0 TO 120.0 9 4 a/o 6 o/o n/o 9 5 3.5 9 n/o n/a 9 4.5 3 9 2.5 n/a FROM > 120.0 TO 140.0 9 J n/o 4 n/a n/o 9 4 3 B n/a n/a 9 J.5 2.5 5.5 n/a n/a FROM > 140.0 TO 180.0 7 n/o n/a n/o n/a n/o 9 J n/o 4.5 n/o n/a 8.5 2.5 V. J.5 n/a n/a FROM >160.0 TO 180.0 5 n/o n/o n/o n/a n/o 7 n/a n/o 3.5 n/a n/a 6 q/. n/a 2.5 n/a n/o FROM >180.0 TO 200.0 4 n/a n/a n/o n/a n/o 5.5 n/a n/a n/o n/a n/o 5 n/a n/o n/a n/o n/o ¢a tj a s R x V)i d - tn � or R u gg � In $ �r 2 LO a > a n •rlllln�' } Z PRODUCT' REVISED O e9 complying with ULe Florida U building Tbdo LU Accept non ion Date y - .O7p ) Bxpi a7 0 \ Dy Mt mL Dad Oda. Control M F.B.C. (High Velocity Hurricane Zane) )WG No:12-2011(RS1-06) SHEET 7 OF 9 WOOD MEMBERS SHALI. COMPLIED WITH THE ONA[All ONLMINMUMOFSRUCTURAL GRADEDESIGN SPECIFICATIONS T RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS 2000 pei AND SPECIFIC GRAVITY OF 0.55 //'STOCCO LAG SCREWS ® 6" O.C. W/ I 1/2" MIN. THREADED-. EMBEDMENT TO EXISTING WOOD HEADER. STOCCO — —... 1/4"0 LAG SCREWS 0 6" O.C. W/ 1 1/2" MIN. THREADED �; �'� EMBEDMENT TO EXISTING WOOD \ ( 1 HEADER. ,,11 -._V j' �-• VV� I. 1�t I I - L__ �� STOCCO 1/4'0 LAG SCREWS T 0 6" O.C. r W 1 f 2" MIN. THREADED E / EMBEDMENT TO EXISTING WOOD HEADER. a 5 —EXISTING IIII IIII I I IIII I�I I I E I%%STING MIN. I EXISTING- —2"x4" WOOD G1ASS I HEADER REQUIRED I I I I t m .1 MIN. SEPARATION I I 1 I I TO G ass (SEE SCHEOULE I I I I" ON SHEET 6) 10 WALL CONNECTION AT TOP OR 21 Ns\ 11 IIII— II „ j 11j �1� e MIN. t�iTln.00D HEADER REQUIRED I I y I I O 1 1 I I MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) I I I I I I 12 WALL CONNECTION AT TOP I I I I og EXGLA55� MIN SEPARARON TO GLASS SEE SCHEDULE I I I O I I I o I MIN. SEPARATION TO 1 ON SHEEP 6 (SEE SCHEDULE ON S � I�I r-- 9 IIT, 1 III! IIII Z N 4 WAL 1 FINISH II �Ifl I ��_�FINAISH L 1/4"0 LAG SCREWS 0 6" O.C. W/ 1 1/2• MIN. THREADED EMBEDMENT TO EXISTING WOOD STUD. EXISTING MIN. 2 x4 STUDS 0 16" O.C. MAX. REQ'D. 11 WALL CONNECTION AT BOTTOM 1/4"0 LAG SCREWS 0 6" O.C. W/ 1 1/2' MIN. THREADED EMBEDMENT TO EXISTING WOOD STUD. EXISTING MIN. 2"x4" STUDS 0 I6' O.C. MAX. REQ'O. 14 WALL CONNECTION AT BOTTOM 2 �U •F u R p :3 g 8z R g2 =U a^-dC �z�g 0 Il r / IIII IIII I��I o � EXISTING MIN. IIII I I a. 2"x4" WOOD I 1 1 I u N EXISTING�SS 11 HEADER REOUIREO I I I ei I \I I I I MIN. SEPARATION TO GLASS I I O m (SE SCHEDULE ON SHEET -6) i I I $ ■ = a m ILI 15 B4O WALL CONNECTION AT TOP d I MIN, SEPARATION TO GLASS I I pIQx3/4" — I I Q o z N 9 (SEE SCHEDULE ON _SHEET 6) S.S.a•I \\ J . ,'•4. a� EXISTING ® I I Im;I; I P� i+ � GLASS IIII 3/R• I IT, 1 ^ MIN. I WALL II I FINISH ` �ANCNOR1 1/4"0-20 S.S. M.S. W/ NUT & WASHER ® 9° O.C. OR g14x 3/4' S.S. S.O.S. C 9" O.C. —1/4.0 LAG SCREWS 0 6" O.C. W/ 1 1/2' MIN. THREADED EMBEDMENT TO EXISTING WOOD tl� STUD. EXISTING MIN. 2"x4" STUDS 0 16" O.C. MAX. REO'D. 16 13.0 WALL CONNECTION AT BOTTOM z PRODUCTREVIS1 O w een' lyingwith lha Florid. U Building Coda Am—p1l, ce No 22 p p Expiretio, Date �Q I By Mi n Dad r uct ControG I g F.B.C. (High Velocity Hurricane Zone) DWG No:12-2011(RS1-06) SHEET 8 OF 9 w ALL WOOD MEMBERS SHALL COMPLIED WITH THE I �'LUUMMLI VULU INS IALLA I IUNS Al S I NUQ I UHAL WOOD MEMBERS NATIONAL DESIGN SPECIFICATIONS CURRENT EDITION, MINIMUM OF STRUCTURAL GRADE N N b a Fb-2000 pat AND SPECIFIC GRAVITY OF 0.55 R - 2" I . E.D. 2" MI .E.D. 2" MIN. F.4._�t 2" MIN E.D.,__ w r g (IF APPLICABLE) EDGE1 EDGE (IF APPUCABLE) EDGE I' I �-EDGE IF APPLICABLE 0 � � R R R (IF APPLICABLE)— C ( ) z ¢ EXISTING WOOD EXISTING WOOD Y / TRUSSES OR \ TRUSSES OR RAFTER 0 24' 1/• - .� / 1/2" RAFTER 024' O.C. REOUIREO / / \ O.C. REQUIRED �y \ / �> _ _EXISTING SOFFIT 3/4" Max. THK. __EXISTING SOFFIT %f 14x3/4" S.M.S. I J/4" Max. THK. I'Wx1 8" CONT. ALUM. TUBE R14x3/4" S.M.S. I EQ� __ = g T ® 6" O.C, MAX. / I (60631/e" ALLOY ALUM. TUBE @ I�, (6003-TG ALLOY) W/ (2)1/4"¢ ®6" O.C. MAX. (8063--T6 ALLOY) W/ (2)i/4"0 LAG SCREWS TO EACH RAFTER OR 1 I LAG SCREWS TOUCH RAFTER OR / v TRUSS. LOCATE LAG SCREWS AT I � I ,� TRUSS. LOCATE LAG SCREWS AT I _ I�1 MIDWIDTH OF EXISTING WOOD � f'�1 MIDWIDTH OF EXISTING WOOD EXISTING - I 1 j 111 MEMBER, (2" Min. NOMINAL I 4111,11 _— MEMBER, (2 Min -NOMINAL GLASS I I _ WIDTH) W/ 2" Min. PENETRATION. E%ISTING I LI 1 - WIDTH) W/ 2" Min. PENETRATION a OF THREADED AREA. THIS CUSS \I - OF THREADED AREA. THIS I 1 II I IIII ¢ INSTALLATION IS ONLY VALID FOR I IIII I I I D FOR MIN. SEPARATION I �I I I I a WOOD W/ MIN, SPECIFIC GRAVITY I IIII I I 1 I WOOD WnOMINs SPECIFIC 6RAVRY 1 I I I IIII z In OF 0.55. MIN. SEPARATION 1.1 I I �j / '(SEE GLASS I I I I I 70 GLASS I I I I OF 0,55. SEE SCHEDULE I( 1 I I (SEE SCHEDULE I I I w ON SHEET 6) I I I I 0 I I I I m I I I I I I I 1 z c� 10 HOLLOW CEILING MOUNTING INSTALLATION (I HOLLOW CEILING MOUNTING INSTALLATION �►ilyii�i r — rT 1 I i 1rl Q 1 MIN. SEPARATION I I I Io I TO GLASS I I I /��I J S I I I n 9 • e I I 1z vai I (SEE SCHEDULE I I I I 1 ON SHEET 6) I I I I I MIN. SEPARATION I I I EXISTING I I I I I xgc I I I I o ! TO GLASS I I I I,� GLASS I III I II II I `•m I I I I I (SEE SCHEDULE I I .O I Im III I III 1 1. I MIN. SEPARATION I ON SHEET fi l l 8 I I" I111 IIII .- I 16I TO GLASS 1 I I q �� • g F' I I I II 1 3/8" 1 I�� I IIII IIII �� r-(SEE SCHEDULE- I I I I �� '��� ••* "P ��� I 1 W--- 1 I I - - I ON SHEET 6) IIII IIII 1 I IIII �O IIIII WOOD DECK W/ 1-1-- W000 DECK W/ WOOD DECK W/ZMIN. SPECIFIC MINSPECIFIC 4x3/4" S.S. '�' MIN. SPECIFIC _ _ OGRAVITYOf0.55. 14x3 4" S.S. S.D.S. GRAVRY OF 0.55. Mi /{S.D.S. ® 9" O.C. GRAVITY OF 0.55.IIII—'-7PRODUCTRBVISGD ECK IFF I®9" O.C. EDGE OF I _ L N EDGE CK IF 1 \ Lllll i Building complying with the Plbrid: U ,PPLICABL APPLICAOLE I - — ' % APPLICABLE I Acceptance No Z y4,LJ!/ - / 9 EDGE OF Bxpi Non Date 1.�f DECK IF '❑!�. -E.Q. E E9 X APPLICABLE By _ \:`�i MI li Da ro act Conlrn' 2 I \ EDGE OF DECK _,-[�� Q I~Z MIN. E.D. 2" MIN, E.O. IF APPLICABLE - EDCE OF _ .. ALTERNATE 2' MIN E.D, SLAB IF 2" MIE.D.2" I APPLICABLE — ANCHOR 1/4"0 LAG SCREWS ® 6" O.C. W/ 1 1/2' LDCATION MIN. THREADED EMBEDMENT TO EXISTING ALTERNATE ANCHOR LI/4"0 LAG SCREWS ® 6" O.C. W/ 1 1/2" -1 /4"0 LAG SCREWS 6' 6" O.C. W/ 1 1/2" DATE:. 12-26-2011 WOOD DECK. LOCATION MIN. THREADED EMBEDMENT TO EXISTING MIN. THREADED. EMBEDMENT TO EXISTING WOOD DECK, WOOD DECK. F.B.C. 9 SILL & ADJUSTABLE FLOOR 14 SILL & ADJUSTABLE FLOOR (High Velocity Hurricane MOUNTING INSTALLATION MOUNTING INSTALLATION (� THRESHOLD FLOOR MOUNTING INSTALLATION DWG No:12-20I1(Rst SHEET 9 OF 9