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HomeMy WebLinkAboutNOA Aluminum Accordion Shutters,3 z MI®D�►DE MIAMI-DADS COUNTY DEPARTMENT OF REGULATORY AND ECONONHC RESOURCES (R) PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION 11805 SW 26 Street, Room 208 5 2590 F ( 86) 315-2 99 NOTICE OF ACCEPTANCE (NOA)T (786) 31 Rollingshield, Inc. www.miamidade. ov/economv 9875 N.W. 79' Avenue Hialeah Gardens, Florida 33016 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 RER- 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. RER 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. 01-12 (RSI-06), titled "RS-1 High Velocity Shutter System", sheets I through 9 of 9, & 2A of 9, prepared by V. M. Engineering, last revision #5 dated April 22, 2015, 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. VERTISEMENT: The NOA number preceded by the words Miami Dade County,Florida, the expiration date may be displayed in advertising literature. If anand followed by be done in its entirety. y portion of the IVOA is displayed, then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and r shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #15-0505.01 and consists of this page 1, evidence submitted pages E-I E-2 E-3 ~` E-5 as well as approval document mentioned above. , E-4 & ' I�UThe submitted documentation was reviewed by Helmy A. Makar, F.E., NLS. Arfiar�HnaaEcouNrrr NOA No. 16-0725.01 ;mil ' ' Expiration Date: 01/19/2022 o g f f s/ma), q Approval Date: 09/15/2016 Page 1 Rollingshield, Inc. NOTIC&OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06-0822.03 A. DRAWINGS 1. Drawing No. 06-0031M, titled " AS-1 High Velocity Shutter System ". sheets I through 9 of 9, prepared by V. M. Engineering, dated July 05, 2006, last revision 91 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 ofproduct 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, cert &ng that the drawing (No. 06-003RSI) prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing (No. 06-004RSI). 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 ofAcceptance as submitted and reviewed 2. EVIDENCE SUBMITTED MINDER PREVIOUS APPROVAL #07-0206.03 A. DRAWINGS 1. Drawing No. 06-003RS1, titled "RS-1 High Velocity Shutter System". sheets I thru. 9 of 9, & 2A of 9, prepared by V M. Engineering, dated 0710512006, last revision #2 dated 1111012006, signed and sealed by Morgan Villanueva, P.E. on 02102107. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/19/2022 Approval Date: 09/15/2016 E-1 14-11-11-01 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 L Release letter issued by National Shutter Association dated October 19, 2006, certifying this product to meet the criteria ofproduct tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami Dade County Approval No. 06-23 72, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V. N. Engineering, dated October 19, 2006, cert fYing 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 ofAcceptance 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 0511412,009, 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. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/19t1022 E-2 Approval Date: 09/15/2016 1aNE RoWag-shield, Inc. NOTICE -OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY CONTROL 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 09-0830. F. STATEMENTS 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. 09-008RS7) 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. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 411-1227.04 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. �My�kar, P.E., M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/19/2022 E-3 Approval Date: 09/15/2016 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 ofproduct 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. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #I5-0505.01 A. DRAWINGS 1. Drawing No. 01-12 (RSI -06), titled "RS-1 High Velocity Shutter System ", sheets 1 through 9 of 9, & 2A of 9, prepared by V. M. Engineering, last revision 95 dated April 22, 2015, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER)- E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 1. Florida Building Code, 2014 Edition, compliance letter, prepared by V. M Engineering, dated May 12, 2015, signed and sealed by Morgan Villanueva, P.E. lZi, M A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/19/2022 E-4 Approval Date: 09/15/2016 Rol ingshield. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1 • None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 1. Florida Building Code, 2014 Edition, compliance letter, prepared by V. M. Engineering, dated July 19, 2016, signed and sealed by Morgan Villanueva, P.E. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0725.01 Expiration Date: 01/19/2022 E-5 Approval Date: 09/15/2016 (GENERAL NOTE• 1. THIS. SHUTTER ACCORDION 'RS=1" HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1609 OF THE FLORIDA BUILDING CODE EDITION 2014, 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 1620 OF THE FLORIDA BUILDING CODE EDITION 2014. THE WIND PRESSURES SHOWN IN THE TABLES ON SHEETS (6 OF 9) AND (7 OF 9) IN THIS DOCUMENTS ARE AS PER RC 20.14 EDITION (ALLOWABLE SERVICE DESIGN), TO OBTAIN THE EQUIVALENT ULTIMATE WIND PRESSURES, DIVIDE THE WIND PRESSURES SHOWN IN THE TABLES ON SHEETS (6 OF 9) AND (7 OF 9) OF THIS DOCUMENT BY 0.8 FACTOR (ULTIMATE FACTOR DESIGNS IN ORDER TO VERIFY THAT ANCHORS ON THIS PRODUCT APPROVAL DOCUMENTS, AS TESTED, WERE NOT OVERSTRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS, AND IN THE LABORATORY THE TEST LOAD WAS 509 MORE OF DESIGN LOAD. THE RS-I 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 0063-T6 ALLOY AND TEMPER, WITH Fy -� 25.0 kel MINIMUM (UNLESS OTHERWISE NOTED). 3. SCREWS SHALL BE: - AISI SERIES 304 OR 316 STAINLESS STEEL, Fy-35ke1 MIN. - CARBON STEEL CORROSION RESISTANT AS PER DIN SOD1B, Fy-50ke1. 4, BOLTS SHALL BE: - 74-2024 ALUMINUM ALLOY AND TEMMPER, F 1 Bkol MIN. - � SERIEESS7304 STAIILESS STED EEL, FFy_35ka1 MIN. 5. ANCHORS TO WALL SHALL BE AS FOLLOWS: (5.1) TO EXISTING POURED CONCRETE: (Mtn. W'c - 3 kel) - 1/4"0 TAPCON ANCHORS AND 1/4'0 MAXI -SET TAPCON, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/0 CRETE-FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCo TEXTRON. IA4*O 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 SCREWY USED TOGETHER WITH 1/4.0 CALK -IN ANCHORS, 5.2 IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANES, PAVERS OR ANY VENEER BE FOUND ON THE ISTINO 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 LT.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 B LOCK OF TAPCON & WEDGE -BOLT ANCHORS, IS 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'd CALK -IN ANCHORS._ THE BOOSTININ G WALLL OR THAT FLOOR. ANCHORS SHALL BE LONPRECAST G ENOUGH PANELSTOPAVERS REACH THE MAIN VENEER STRUCTURE BEHIND SND yYALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 6.4.1) & 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' 8 OF 0). - 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 WUH 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. B. 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 NUMI-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. ' PRODUCT RENEWED m mmplying wi,h the Florida Ba9d;ng code AcaTnancc Nn �-O 7i ,p% , �� Dnte a eZ'L C�YLS➢loDl6��Dl7D O c Cen R © �" O� • — �I li I•' LTFICAL 11 14 16 I 21� SHUTTER ELEVATION TYF TOP/BOTTOM r3� .Oi Ip &®®,%,1�OR� 'PRODUCTRBVISUD umm 1 n 0 PW BW'NN Itw FIarMO U Bullding Cato Acccptmca No 5.D5 B>fpi lion Data �� I D c1 C0n1r01 F.B.C. Velocity Hurricane Zone) No:01-12 (RS1-06) T 1 OF 9 i y 8 v� a317 t7 = t'i ems. C O Zaw'a g �o MIAM1 DAA"E COUNTY r� Mmc z m b '2 Q O � RS-7 w S((>r,> HIGH Vnocffy SHUTTER d �: V.M. Engineering Inc. 1j C.otAAo.27633 11278 Place MEW. FW.153rtl MIM9. FIARIDA 33t96 TEL• 7M281.6966 Tmams.ia&S696 I vHo1iE (xs) �s6t via 67s IN 7(sos) sw-ssn I sAn as F«m 0■my R 33016 rI.e...] a0o0• AM, ?NETS AS SHOWN _ /rs=re ss.Ms (J) 610 ALUM Pop RIVETS 711 L KNP107 18 PLASTIC KNOB LOCK CO� _ .tr d e' i--L016- NICKEL PLATED PLOCK BOKING PlN 41 "0• t .2s0• 22 1 -MALE/FEMALE BLADE DETAIL OF CLEAR PANEL LOCATION MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTER MUST NOT acEEDED FOUR (4) PER ACCORDION AND LOCATED TWO AT EACH SIDE OF THE CENTERNATES STARTED AT THIRD BLADE AFTER THE CENTERMATES AND THE SECOND ONE FOURTH BLADE AFTER, TYPICAL AT EACH SIDE OF THE SHUTTER. CLE41? PANEL SHALL BE LEXAN RESIN 1105-112 (W STABILIZED) OR EQUIVALENT COMPARABLE TO G.E. LEXAN POLYMER SHEET q90-34, THERMOPLASTIC POLYMER TENSILE STRENGTH Fye8.9ks1, Fb-12.9ks1, E=328,7kst EXISTING GLASS NW. SiPARA170N I TO GLASS i (SEE SCHEDULE i ON SHEET G 0 TAPCON ANCHORS vJ/ I 1 1i" MIN. EMBEDMENT INTO CONCRETE ® 4.5" O.C. MAX., 4"0 CRETE FLEX ANCHORS W/ 1j` MIN. NEW 4" THICKNESS x 6" EMBEDMENT INTO CONCRETE COAT, (6063-76 ALLOY & ® 6" O.C. MAX OR J" TEMPER) ALUM. PLATE 0 CALK —IN ANCHORS W/ �" MIN. EMBEDMENT INTO so0• CONCRETE AT 4" O.C. MAX. 1 OR a O.4 '• v • • . : a : °. 2.500' ODUCT REIIIEWFD e m emnplying with the Florida ' Buildiog ❑odc • 1/4 0-20 S.S. Accepww:e ..a 4 :' ° • ` W/ NUT do WASHER 6 Dete �1.ZoZ2 ••• .44 ` O.C. OR f 14x 3/4" POURED S. EBQES o 4.5" O.C. 1 ductt o„ CONCRETE SCAB IF APPLICABLE REQUIRED TYPICAL CONNECTION WITH ALUMINUM PLATE (ONLY FOR WINDOW SILL) I lal2lfli z PRODUCTRINISBD O ¢swmptyingwllhlh° Florid, C) OulldipgCodo W Aceeplmcallo �05 8t IoaDn1 17o gyy I blleml D uct ntml s (High Velocity Hu Bane Zono) DWG No:01-12 (RS1-06) SHEET 2A OF 9 POURED E CONCRETE ANCHORS CO NCRETED (SEE SCHEDULE ON SHEET 7) CO SHF41'.7 ' E. SEE SHEET 7 "• 4: Ell •E6 1 MSDNC CLASS I (SEE SCHEDULE i 1 I ON Er 6) 10 CEILING HEADER MOUNTING INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) REQUIRED 1 14 3/4' 53. S.O.S. �3S O 12' D.C. �y 1 _ED. EE'SHECf 7 ' •a 1 EWE OF 6.D, SEE'SHEfET 7 SUB IF , V UB OF APPUCABLE • ' APPLICABLE ALTERNATE CONCRETE ANCHORS ANCHOR (SEE SCHEDULE ON SHEET 7)- LOCATION 22 SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION , oat Tm �i ma lt�!_ L IE OF PWRED CONCRETE REWIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) e.Iggg i J1�� •,p: ' ' ••�'.EO d EDGE OF E.D: CONCRETE IF • EQ -• TSj�Q� i I CLASS \y�I aim MIN. SEPARATION I I W i TO CUSS (SEE SCHEDULE ` I 1 ON SHEET e) 03 CEILING HEADER MOUNTING INSTALLATION MINTED ON (SEEE SCIfEOULE ON SHEET E LAS 'ALTERNATE I nif�h% \I I '�E'lI , 1 ANCHOR LOCATION 11 I a" I N. m 12 o.c N CONCRETE REQUIRED • Eb.� / f I f 1111 E.D. SEE SHEET 7 E.D. SEE��Ap PRODUCPRBVISED O as conIplyine wElh lholrloNdO C) EWE OT SIAS IF~ •� • EDGE OF PLIUBLE BuildingAPPLICABLE Acccplmro No l5=0 .O1L'pp'I Bxp1 on Dntc I ") O — CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) NBy LolControl � s ® SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION PRODUCE' RENbWGD SCALE: at complying w th the Florido DATE: 4-22-2015 Building Coda •or F.B.C. �txm iJaln 011, (High Velocity Hurricane Zone) Ty Alai cl'We pWG No: 01-12 (RS1-08) SHEET 3 OF 9 'CONCRETE oL' Qum N POURED CONCRETE OR CONCRETE BLOCK • CONCRETE ANCHORS REQUIRED CRETE ANCHORS (SEE SCHEDULE ON SHEET 7) (SEE SCHEDULE ON SHEET 7) ' 5 '' 6 •. d.•. . .•jee•..•�i � I�� e: •1 'e•,• Ii Jb 'Ir ISTINIO CUSSGLASS MINTD CV�SAS ON (SEE SCHEDULE. N rc '�o) V EKISTING MIN SEPARATION (ON GLASSi-6 GLASS ON SHEET 8 I I SCHE7 6) TO cuss (SEE SCHER ON SHEET ,e e S HEET 9M, SEE •SHEET 7~ Y e a.' CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) 90 THRESHOLD FLOOR MOUNTING INSTALLATION CONCRETE ANCHORS g 5 $ (SEE SCHEDULE ON SHEET 7) b I RED CONCRETE CONCRETE BLOCK UIRED 1/4.0-20 S.S, M.S. 0 _ Z R • W/ HUT # WASHIRA ■ _ 'q ¢ -A O 9' O.C. OR R1 I. S.S. SD.S 0 9' O.C. a•4 •! � �� ���� � � Y Y fi 12 � • �' !� ..r�'IliiA 4.: R flT Y N n . Uta EKISTWO MIN. SEPARATIONp�(SEE SAS 0 GLASS CHEDULEON SHEET 6) i 1-8 ■ c o. © 8.0. HEADER WALL MOUNTING INSTALLATION (2) 8.0. CEILING HEADER MOUNTING INSTALLATION laNit 2 POURED CONCRETE OR CONCRETEETE BLOCK t 8 G 'p1 JJ C d W REWIRED CONCRETE ANCHORS1- (SEE SCHEDULE ON SHEt7 7) ��� ' DQSnNG MIN. SEPARATION •• i TD C1A55 CLASS ( SEE SCHEDULE I I t �b\�," ��• ••'4�• • ., ON SHEET 6) I i I140/4' i S.S. � \ •, _ e . • w•. ' iv a 8 'ii • A 3MIN-hill • �, � ..e. it I I A. .' 'Y. i j+.. `••' ,c�Q�e �•. .• .: LTERHAX I I .' , : S Av EXISTINGMIN. SEPARATION LOANCHOR CATION {�lows : • I "W • ' ••9 III1N GLASS I TO sass (SEE SCHEDULE I I E ��r�� a • {Cs= ON SHEET 6) I '^ \z I E0. E.O. .0 EO PRODUCT RBVISBD O ` . as complying rviU1 Uw FTodda U I I , • 7A 1/4'0-SS. M.S. Building Codo W acpl■nee No) - ' 1 4' W/ NUT k WASHER O 9' O.C. 08 114X 3/4' e■p lion DatO !7 O POURED CONCRETE OR COHCRMt BLOCK S.S. S.D.S.. . O 9' O. Byy I ' REQUIRED NIl ll OclCoawl NCRLTE ANCHORS ® WALL MOUNTING (SEE SCHEDULE INSTAL TMODUCTRLN13WE ON SHEET 7) i m complying"ilk Uic Fwoi. DaTLding Code 8 S.0, SILL & ADJUSTABLE DATE: a-22—zots F.B.C. _ FLOOR MOUNTING INSTALLATION (High Velocity Hurricane Tone) gt. DWC No:01-12 (RS1-06) Af .don anm'.� SHEET 4 OF 9 ," � SECTION C i e PoMm caw-Rar DR cOATREI£ • WACMW ANWWS a 12. MC FOR BLOCK WAM RCOuwm J• N2l Ea FUR 2X OR 2' USE CaA'MW A%tH= Ar e' as cvsnw &OR ® 2d'0 rm OR 2' 16E' ca�aETE ---- AAClKyc! Ar e• as ------- --------- ------------ ---- - - -- ----------------- -( TYP ® 1 O �dYFI - TOP h F NOMS) SECTION A A R IMA-M-101 .l Ile oR J1.17o020• PoO£ (off-rd A wy a M/HM) 2121t/e1TUA:' SttE ALUI! AKOIEY TDP/e0-- W/ /fMrf/4'"-t 101URE ANO i NOTES PoR LOCKING OF(p)BCJi PUSH BOTroM LOCK A41Y BE f/5LL FOR WSTAWAOIS SECURED FROM M OR MSWE OF SHUrTER. WHEN WFACUNG M OUTSIDE. A 7//a'O ROLE SFULL 8E DR Tf[gJ)OAMND MUST BE 11= FROM THE'BACK OF i TTo 7NE' t W/ (2)3/1 a V ALUM. POP RNEM. A J/ 0 HOLE MUST MEN BE DRILLED AT ©ro ALLOW FOR PI ro PASS THRu. WHEN W NG � FROM MI; OI M ® MUST BE RNEIED ro 2 w/)��re s Awnr PDP J/a u HoiE M OROIm MRU J AND 2(�ro ALLOW R1R ,W ro PASS��aa7HMA S�' LOCK MrALLAILOAS SECURED FROM THE UISM OR INSDE� Llc SHURER. / MIS A b/16V SiNLL BE DR1C INRU 2 ANO HOLE DRI 2 SHALL BE TAPPED TO A T READS PERR INCH CHME SGTEM: • 00KK TEARWM • OC FOR J• M. Ea 25'OR2•= cwc MnW G AW ANCHORS Ar 6' Ras rmlwe IxAss� �m4y r Pp p 1/f % (AC SFREWS A 9'--D.0 THRFADED EAI TO EMSTING MO. SECZlON B-=_==1 END CLOSURE ALTERNATE -------- ---- pRotwcraENEwen ( "- m onmplyiTg whh tue Porids Huila oderm�(j- 25 0l All UAL RM f's.M.S oR Ian D= WL RMr a A6 iDCL Cc11COL SECTION F ^'HL lelaV RNEMS NTD/ 61fY RY /.f00' CaSG NnON MINE: MTM NO LNO, 1 Ar fX OF WAD F SUNS SPALYO EWKLY, FASIET'E0 RRi! ff0. 11 Or J' /IDr NFAD fY1 SMMM iY DAMM Or 0-1' 20• ffAM QAOE WM NO La U M(5 Ar mp 0 eormu M' EACH QILRM SLAr.. FASnM NM OME No 14 Or J' i NEAD RR SCREWS '90' DafIETER Or 0.020' NKWr OW01- MM NO MARKS Ar WP .VW RMV Or EAOI RN VM SUr, rAS ENU) MM ONE No. 14.Br J' MX M RN MOM ew aKkvm or 2f' LONG ALWOMM LOOK FRL Ar Mp Aril OOu BO TACK L�'MrrO 51AC FASIENMU UM ONE 10-2f BY QIJO' LONG JIEO TURR SCAM. SECTION E YKDS EXISnNO GLASS 4 7 LAG SCREWS 0 B' O.C. 1 1/2' MIN. THREADED EVNEM TO LXISRNG W000. W 7 ODUMEVISED O mTplytna%rilh the Florrdu r) II'd Coda p pllonDolDe oSo 01¢ i�i, I .WlDsdj0hbiNctCbntf.1 F.B.C. (High Velocity Hurrlccne Zone) M No: 01--12 (RS 1-06) SHEET 5 OF 9 ,�. u"i. ALtowAMee MAXIMUM ALLOWABLE DESIGN SPANS MINLNUN $EPARARON TO GLASS (NL.) WINO LCNO OFSION 'W' (P•Fl.) SECTIONS 6 TO a WALL MOUNTING 1N3TAl.EARONS SECTIONS 1. 2 R 9 00 UNC N NSTALLA7fONS 5=00 J & 4 PLOOR/CE7LAyC MOU fNSTAW9RONS SECTION 10 WALL MOUNTING INSIALUTION 3wmms MMLm Un/wN ore law,to'-e• uEarxw or8ENDRo � �mr w=o•aaw or e�wisa� o L+ C- L- L+ L- L+ L- 464AM Ar ONAW of smjnvx mMllnx 0 !2 =4 12'-4" 12 =4" 12'-4 - 12 -4 12 -4" 12'-4` 12'-4" 2 J 4' - - - 12 -4" 12 -4- 12'-4" 12 =4" 2 3 4- 40 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" i2'-4" 12'-4` .2 J/4- 45 ll'-10 11'-10` il'-10" 11'-!0 12'-4" 12'-4" 12'-f"• 12'-J" 7. J 4' 50 il'-J" it -3" 11'-5" 1V-5" 12'-4" 12'-4" 11'-11" 12'-1 2 3 4" 55 l0'�8" /0'-8" /1'-0" 1Y'-0 12'-4" 12'-4" i1'-8" 12-0' 2 J/4" 60 10'-3" 10'-J- 10'-7" 10'-7 12'-0" 12'-4" 'I _6_ 11'-10 2 J 4" 65 9'-10" 9-10-• !0'-2" !0'-2" 11'-6" 12'-4" 11'-J" 1Y'-9" 2 J 4' 70 9'-6" 9'-6" 9'_9• 9'-9" 11'-1" 12'-4" 11'-!' 11'-6` 2 3 4" 9'-2' 9'-4" 9'-4" 10'-9' 12'-4" 10'-10" IT -4 3^ 2 3 4 80 8'-10" B'-10- 9'-4" 9'-4" !0'-5" 12'-4" 10'-8" 11'-2' J. •2 J/4" 85 8'-7" 6'-7" 9'-0" 9'-4- f0'-1" 12'-4 (0'-5" 11 -0 3. 2 314 90 8'-4" 8'-4' 8'-9" 9'-3" 9'-f0' 12'-4" 10'-J" 10'- 00" 2 J 4 95 7'-8" 8'-2" 8'_6• g'-3" g'_6" I2'-4` 10'-0 10'-8- 2 3'4" 2 3 4" 100 6'-!0" 7'- 11' 8'-4' 9'-1" 9'-4" 12'-4" 9'-10" W-6" 2 J 4' 2 3/4' !05 6-3" 7'-9" B'-1' 8-IO" 8'-10" 12=2' 9'-7" 70'-5" 2 3 4" 2314. 110 5'-6" 7'-7" 7'-9" 8'-8" 6'-:: fI'-Il- 9'-5" 10'-3- 2 J 4" 2 3 4" 115 4=70" _W; 7'-5" 7'-3' 8'-6" 8'-p" 11'-8" 9=2" 10'-2" 2 314 2 3 4' 120 — -2- 7'-J" 7'-2' B'-J" 7'-7" 11'-5" 9'-O' 10'-1" 2 3 4" 2 J 4" 125 J-6" 7'=1' 7'-0" 8'-1" 7'-3" 11'-2" - IO'-O' 2 J 4" 2 J/4' !JO - 6'7'-11" 7'-0" i0'-(f" - 9'-YO" 2 3 4" 2 3 4 135 7'-10" 6=9" f0'-9" - 9'-9" 2 3 4" 2 3/4" 140 - 8'-8' - 7'-B" 6'-6" f0•-7" - 91-81• 2 3 4" 2 J/4" 145 - 6'-7" - 7-6• 6•-J" 10,-4., - 9=7" 2 3 4" 2 3 4" 150 - 6'-6" - 7'-1" 6'"-0" 10'-2" - 9'-6" 2 J 4" 2 J/4" 155 - 6'-4" 1 - 6'-9- 5'-10" 10'-0" - 9'-5" 2 3 4' 2 314 160 - - 6'-5" 5'-8" 9'-10" - 9'-4" 2 3 4" 2 3 4" 165 - 6'-2" - 6'-0" 5'-6" 9'-9" - 9'-4" 2 / 2" 2 3 4" 170 - 5'-11 ` - 5'-8" 5'-4" 9 =7" - 9'-3" 2 1 2' 2 3 4" 175 - 5'-6' - 5'-4" 5'-2 9'-5" - 9'-1" 2 / 2' 2 3/4` -0` 9-4" - 9-0" 2 1 2" 2 J/4" ' 4'-10' - 4'-7` 4'-10" 9`-0" - 8'-T1` 2 Y 2" 2 J 4' 920041 4'-5" - 4'-2- 4'-9" 8'-10' - 8'-9"21 22 J 4' 3'-10" 4'-8 8'-6' - 8-6" 2 1 2" 2 3'-6" - 3 =6" 4'-7' 8'-0" - 8'-0" 2 1 2" (1) L+c ALLOWAOLE SAW DUE TO POSIihE OEb7CA' tWO +W (al) L- ALLOWABLE SPAN DUE TO NEGITYE DESIGN LOAD -W (M (2) W DETOWNE AW=Af ALLOWABLE SPAN: MW.. POMITW LOAD (W+) AND NEG1n1E 141D (W-) - IORU Fr TYPE of INSrALLADON (WALL MOUNRNO, ROOR MDUHnHR -ETC.). - DEIE M E VALLE OP L+ AND L- FROW TABLE FINAL MAX/7IUM ALLOWABLE SPAN SILIIL BE LOW TO THE 7MN02w' OF VALUES OF L+ AND L- WA-IM THE AM=Af ALLDWADLE SPAN CfM SCHEDULE TABLE IU OBTAIN AWYWBM ANWOR SPACMJC. REVaSER TO SELECT ANLNOR SPACULI USNO NEG4MC OESTLTY Law (W P+0 DUAL NYLON WHEELS WTTN a49O' BY 1.100" LONG NYLON GUIDE. WITH NO LD. MARKS, AT TOP OF INTERIOR SLATS SPACED EQUALLY, FASTENED KM ONE NO. 14 BY 3' HEX HEAD PIN SCREWS. 0,490" DAUMR BY 0.590' NYLCW CUID& WITH NO I.D. MARKS, Ar TOP AND BOTTOM OF EACH EXTERIOR SLAT, FASTMED WITH ONE NO. 14 BY J" HEX HEAD PIN SCREWS, 0.490' DMIEIER BY 0.820' IIYLON Cf/m WITH NO MARKS AT TOP AND BOTTOM OF EACH INTERIOR SLAT, FASTENED WITH ONE NO. 14 BY J' HEX AHED PIN SCREWS. O.J50' ODIMET£R BY 24" LONG ALUMINUM LOCK PIN, AT 70P AND BOTTOM OF CAW LOCKING SLAT, FASTENED WITH ONE 10-24 BY 0,430" LONG THUMB TURN SCREWS dL6� A) SE 9 r (I) k (9) ON THESE CROUPS CAN BE CONBNEV AND ST BE r THE LOWEST SPAµ B)) SEClfONS f/ & (2) ON THESE GROUPS CAN BE LVUMED AND 1I05T BF TAK THE LOWEST SP.W. TO OSM ULMArE WDID PRERRIRE- it rCYME r PRESSURE p0y�/ SAMPLE UL7LhNiE Al.A .1N " 187 p0 0.e PRODUCT RL mwv) 0 complying with thr. Florid. Building Cade Acwpu mce No 14 Q 4 5.O f mm DsnW I4 ZZ Ily M i z) PRODUCTaaVTSED O ecomplyingwlthlhoFlorida U Building Coda L,) Acmphgca No e pf o.D.. 1p By MI n ct Male (High Velocity Hurricane Zone) DWG No: 01-12 (RSl-06) SHEET 6 OF 9 MAXIMUM WIND LOAD DESIGN PR SCIMRC 'Ly AHp MAXIMOM WIND LOAD DESIGN PRES-SIIRE 'W' MAXIMUM WIND LOAD DESIGN PRMWR 'W' CORRESPONDING MMIMUM 1,102 PA .INO (in.) SCHEDULE AND CORRESPONDIN - MMM IM ANCHOR AND CORRESPONDING MAXIMUM ANCHOR &PACING (In.LSCHEDULE. SPACING (In.) SCHEDULE MAXIMUM ALLOWABLEECTIONS DESIGN LOAD 'W'SHUTTER EILING d: FLOOR KWG INSTALLATION TOP OR BOTTOM 1,,� 8) rAT OR USS 70 e'-e` SPAN W " AL06m LESS THAN 30.0 9 9 1 9 9 9 9 9 9 B FROM >30.0 TO 00.0 9 7.5 6 9 9 9 9 7.5 6 FROM >60.0 TO 70.0 9 as 15 9 9 Q 9 6.5 QS FROM >70.0 TO ISOM 9 6 7,5 9 55 5 FROM >80.0 TO 90.0 8.5 5 4.5 9 7 6.5 d5 5 4.5 FROM >90.0 TO 100.0 7.5 A5 45 9 6.5 B 6 A5 45 FROM >100.0 TO 120,0 6.5 4 V. 9 as V. 6.5 4 FROM >120.0 TO 140.0 AS J5 n/a Q 5 n/0 6.5 AsFROM n/0 >140.0 TO 160.0 5 JS n/o 7 50 n/a 5 JS V. FROM >160.D TO 160.0 4 J5 n/a 5.5 n/a 4.5 n/a n/a >180A 70 200.0 65 n/0 n/a 45 n/0 n/0 TAPCONS OR CRETE-FLEX SS4 ARE VALID FOR 3 1/2" EDGE DISTANCE FOR EDGE DISTANCE LESS THAN 3 BY EA7SANG E 0. FACTOR ANCHOR LEGEND TAPCON OR CRETE-LLO( SS4 CALK -IN J' .90 .75 2 .50 MIWMVM ALLOWABLE DESIGN LOAD W CEILINNG &. FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (SEdTIONNS 33 C 4) (10 SHIITT 00. 1F59 SPAN 10 TO INX. AUDAm LESS TRW 30.0 9 9 B 9 9 9 9 e 9 FROM >30.0 10 60.0 9 9 65 9 9 9 9 9 6 FROM >60.0 TO 70.0 D d 5.6 D 9 8 g Q SS FROM >70.0 TO 60.0 9 7 4.s 9 9 7 9 7 AS FROM >80.0 TO 20.0 9 B 4 9 9 6 9 6 4 FROM >90.0 TO 100.0 9 as as 9 a 5.5 9 SS JS FROM 100.0 TO 120.0 6 AS JS 9 85 5 7.5 45 JS FROM >120.0 TO 140.0 9 6 AS &3 4 J FROM >140.0 TO 160.0 B as J 8.5 5 4.5 5.5 JS J FROM >150.0 TO 180.0 3 J n/o 7.$ AS 4 5 J 2.5 FROM 145 >180.0 TO 200.0 J 7 4 n/o AS J n/0 ALLOWABLE DESIGN LOAD V WALL MOUNTING INSTALLATION AT 70P OR BOTTOM (SECTIONS 5 THRU 8) GO mwaa9 WALL MOUNTING INSTALLATION AT TOP. OR BOTTOM SECTIONS 8 71HRU 8) Lro MLsOMO SHUTTER SP SHUTTER SPAN OR LESS TO C-C TO VML AUMO onLESS f0 8'-0- To AWL N1OMT0 LESS THAN 30.0 B 9 9 9 9 8 9 g D 9 9 9 9 9 9 9 9 9 FROM >MO TO 60.0 9 9 9 9 7 JS 9 9 9 9 1 9 7.5 9 g 9 9 9 5.5 FROM >dD.O TO 70.0 9 9 7 9 6 n/o 9 9 B 9 9 A6 9 9 Q 9 9 J9 FROM >70.0 TO 80.0 9 9 5 9 4.5 n/a 9 B 7 9 D JA 9 9 B 9 6,5 2J FROM >80.0 TO 90.0 B 8.5 4 d 0/0 n/a 9 9 B 9 5.5 n/a 9 9 5 9 4 n/o FROM >90.0 TO 100.0 9 6 JS n/o n/a 9 6 5 4 n/o 9 7 4 JFROM TO 120.0 k "A>100.0 9 5 JS n/o n/a 9 4.5 J2.50/o FROM >120.0 TO 140.0 9 J Ala r✓a n/o 9 4 J d A/o n/a 9 J5 2.5 5.5 a/a a/0 FROM >140,0 TO 160.0 n/0 n/0 rL/o n/0 A5 n/o r✓ n/a J5 n/0 n/a FROM>160.0 TO 180,0 n/a AA n/0 n/9 F8.52J n/a JS n/o n/o n/ 25 n/0 n/a FROM >180,0 TO 200.0 0/0 a/a n/a n/9 n/a a/o n/o n/o n/o n/0 A/o 0/1 PRODUCTRPNEWED am mmP;ying with w Flarido Building Code AmryunTce No p ETA' n Uste Ns 22 BJ. I uR Caatn •"aY- dt 4e1 Z) PRODUCTRRVLSHD U IIh lh3 Fl01idn RdINr IT006 W r AcoepNo O 'Ie. Bxpt 110n Dole �)70 9 p cl o of F.B.C. (Hlgh Velocity Hurricane Zone) )WG No: 01-12 (RS1-•06) SHEET 7 OF 9 0 RR1Ig RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS. RADE OP 055 -S1O000� ' 1/4'0 LAC SCREWS O 6' O.C. 1/a'0 LAAO SCREWS O 0' O.C. W/.I 1//22 MIN. THREADED 1 1/Z" MW, THRFAOW EEADER. iT TO EXISTING WOOD '"• EMBEDMENT TO FASTING WOOD HEADER. N' HEADER 1 ^� 6 OR 21 U'J I L!:= ' IX181IN0 MIN. DUSTING I 214"WOOD GLASS) HEADER REQUIRED MK SEPARATION I EASTINO T GLASS \1 I @AAL� CONNECTION AT Top FINISH LAO SCREWS O 6' D.C. 1 2' YIN. TEIREADEO d NT TO EMISTING WOOD I ISTINO MIN. 2'x4' STUDS IS' O.C., MAX. ROWD, 11 WALL CONNECTION AT BOT M I I ` T T MIN. H`EADERREOIIIRED I I MIN. SEPARATION TO C 12 MALL CONNECTION AT TOP IX �- 1 MIN. i 15 9.0 WALL CONNECTION AT TOP 1 I l MIN, SFPAIWION TO GLASS I (SEE SCHEDULE ON SHEET D) ( I 8IOR7/q'I I I $.S. S.D.S.-7 1 I I p 1ZjY EXISTM I $IT I l o 12' D.c. I I b m cusS�l IIII I 1 a MIN. I I WALL I FINISH ALTERNATE 11 IIII >n F1 sH ''jy:: •A, I!I�I 1�' Y IIIII l 1 (I'�Iri ' 'y±r: ANCHOR LOCATION \ L' 6 OR 1 q Lgja E. . 919, 1/4"0-20 S.S. M.S. �• W/ NUT k WASHER rr 1/4'e LAG SCREWS O 6' O.C. .T 0 B' O.C. OR /I4x 3/4' W/ 1 1/2' MIN. THREADED EMBEDMENT TO OUSTING WOOD STUD. MODUC7'RL:NEWGD `'i: S.S. S.D.S. O D' O.C. 1/4'0 LAO SCREWS O 6' O.C. eammplying with dw Florida ';S W/ 1 1/2' MN. THREADED ° . EioRdmg Code Ameptanw Nnl 7i Jr p / EMBEDMENT TO DUSTING WOOD STUD. m Wte yy t'..Z. DUSTING STUDS IXI10* MIN, 2R O IS' C. X. REO'D. O.C.MAX By. �/J _ 133, �( I<;wtro D. O i B' O.C. MAX.. 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'O'0 ,6 O 'SS'0 d0 A11AVND 1S•0'S 'S'S ,f f><fl 0111�3dS 'NIt1 �; >f030 OODM t 'SS'0 d0 A I OLi103d5 'D w { i i 1 1 1 (S 133H5 NO I I /M N030 f I 'NIW ¢$ If I I 3lno3HOS 335)� P� I11ItiNOtLVatl I II 3SSYID S1NIW I 1111"' I� s 0 MIRS NO I\OssVI b SSV�a10L3S) I NOILVaVd3S 'NIW 31n03H05 33S) '^ � 1 NOssVIO I INOLLVaVd351NIW Ii ` I I 1 nogo a ICl 1S I 3 MO n 01 �• dH eaA �E � (b■ HEW � � l o ON aauindmy � � ■ r.PlwLiaHl glut 8O1,(Ldm00 Rl 1.� I 1 I I I�� 1 I I a� tl?A13N3217.�nQONd ' j I I i I p 133HS NO I 31003FC15 335) I I 9 I I 11 S 133N5 NO I 131n.3H03 33S) 1 pp0� A0AYa0 OId103d5 'NIN /M' OOOM 40d OINYA AMO SI NOILVTVISNI - � II I I t II NOLLVWd3S iNIW1 I 1 111 1 I` 'SS'0 !0 ANAVND OUMUS 'NIW /M OOOM Nod MVA AINO SI NOLLYTMSNI z I�;I 1 II' 1 � j 1I1 j I SSYIO OL I 111 1 14 AS d35 'N69 t 1 SIHL 'Y3aV 030V3NHL 30 NOIlVa13N3d 'I+IW OZ /M (N1& - I SSYIO 1 ONLLSIX3 SOIL wvf 03pV3a�{L d0 NOLLVd13N3d 'PIW /M (H101M j 1111 I 1 NNIWON 1qN ,Z N3SW3W ODOM ONMSDO d0 HLOIMOIW 1111 1 I ,Z 1VNINON '�1V ,Z) 'a3t31Y3W 1I I I 111 1 ONLLSIIX3 1 LV SAMOS OYl UVOo1 'SSnal a0 Y3 H OL SM3a0S DYI �.f I(Z) /M (A A eNOSB09) + I I 1 'O'0 I, 0NLL41f3 d0 F{1A41101N IV SM3a95 DVl 3lYJOl 'SSIY11 tl0 a HOV3 OL SM3a0S DV1 O.i l Z) /M I I I q 3GnL 'WON •1N00 5-11-1 1) XtlYI .° O 1 Y'W'S ,f/f'Ij (AOTV Bl-fBOB) 3BIIL 'W0N 'L707 ,S/P m 'kVW '0'0 .p O lld-0S SNU= L IOSNSWILS03 /fcf l!1 ap P pa "' , EJ.:L 0381nN •D'o o3 .fz 0 KI1 w NO .z/l l fZ a UAl38 m .z/t L A���62Zt C DOOM ONLL97t3 OOOOM N USX3 g_� dA qC 8 X (310VOnddY d0 3 (311NOI�dv dl) (37UVOnddV dl) 3003 3003 (3 eavdV 31) H n m G, C y = f I .• 1 3003 , SS'0 10 AIIAYaO Oidl03d5 OtM Ice aDOZ�4d H S2OeN3N QOOM �b'dnio( as, lb SN0UV7 1S I a30N3NN0038 3 UW Na1110na15 !0 MS30Y mmvN am WHSSUFM 3HLH dMD3 n°�lr Nam, MEG N`"7' . i E 9 7 7,k