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HomeMy WebLinkAboutProduct Approval (3) MIAMI- ADE =D MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOIVRC RESOURCES(RER)Copy 11805 PRODUCT SW 26 StreeCONTROL SECTION Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE QN0A) www.miamidade.gov/economy Rollingshield,Inc. 9875 N.W.79'h 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 (Al-IJ). 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. DF,scwnom "RS-1 High Velocity"Aluminum Accordion Shutter Systern APPROVAL DOCUMENT: Drawing No.0 1-12(RS 1-06),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. 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 renews NOA#15-0505.01 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,E-4& E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. A700roval Date:09/15/2016 Page 1 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0822.03 A. DRAWINGS 1. Drawing No. 06-003RSJ, titled ".RS-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, certifying 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 M% 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 UNDER PREVIOUS APPROVAL#07-0206.03 A. DRAWINGS 1. Drawing No. 06-003RSI, titled "RS-1 High Velocity Shutter System'; sheets I thru..9 of 9, &2A of 9,prepared by V M Engineering, dated 07/0512006, last revision#2 dated 11/1012006, signed and sealed by Morgan Villanueva,P.E. on 02102107 wp—� wzvde� elray A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:0111912022 Approval Date:09/15/2016 Rollin gshield,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' Asso&idtion, 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. 06-2372, 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. 06-003RSI)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 06004.RS1), 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 I 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, RE on 05127109. B. TESTS 1. See Association's generic approval under 09-0830. C. CALCULATIONS: 1. See Association's generic approval under 09-0830. /n ^'- Welmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01119/2022 Approval Date:09/15/2016 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 tinder Miami-Dade County Approval No. 09-0830, signed by Jose.Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated May 21, 2009, signed by Mr. .Tose 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. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11.-1.227.04 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 12/26/2011, last revision#4 dated 12/26/2011, signed and sealed by y 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 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-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. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-0505.01 A. DRAWINGS 1. Drawing No. 01-12 (RS1-06), titled ".RS-1 High Trelocity Shutter System", sheets I 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 Adiami-Dade County Department of Regulato7y 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 May 12, 2015, signed and sealed by Morgan Villanueva, P.E. my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/19t2022 Approval Date: 09/15/2016 E-4 Rollingshield,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 (PER)- 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 seated by Morgan Villanueva, P.E. t��Ffelmy A.Malar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/19/2022 Approval Date:09/15/2016 E-5 ,NERAL NOTES: tER s 1.THIS.SHUTTER ACCORDION "RS-'1" HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1609 OF THE 7. CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WILL BE a A FLORIDA BUILDING CODE EDITION 2014, AS PER TAS 201-94,TAS 202-94&TAS 203-94 OF THE TEST INSTALLED TO INSURE APPROPRIATE INSTALLATION. PROTOCOLS FOR HIGH-VELOCITY HURRICANES.ZONES,AND AS PER AMERICAN TESTING LABORATORY WITH THE g- a TEST NO. 4986. CONTRACTOR SHALL BE RESPONSIBLE FOR: o gw;l6 a 'e THE DESIGN LOADS COMPLY WITH SECTION 1620 OF THE FLORIDA BUILDING CODE EDITION 2014, THE WIND -VERIFY THE EXISTING CONDITIONS OF THE STRUCTURE WHERE SHUTTER WILL BE INSTALLED TO PREVENT zx q;ls4: PRESSURES SHOWN IN THE TABLES ON SHEETS (6 OF 9)AND (7 OF 0) IN THIS DOCUMENTS ARE AS PER ANY DAMAGE TO EXISTING STRUCTURE. N GAWK FOC 20.14 EDITION }, -SEAL ALL SHUTTER TRACKS COMPONENTS ALL AROUND EDGES IN CONTACT WITH THE STRUCTURE TO (ALLOWABLE SERVICE DESIGN TO OBTAIN THE EQUIVALENT ULTIMATE WIND PRESSURES, a _ 8 ti a DIVIDE THE WIND PRESSURES SHOWN IN THE TABLES ON SHEETS (6 OF 9)AND (7 OF 9) OF THIS PREVENT ANY DAMAGE DUE TO WIND AND FINN ��$¢ DOCUMENT BY 0.6 FAC (ULTIMATE FACTOR DESIGN). IN ORDER TO VERIFY THAT ANCHORS•ON THIS -SELECT THE PROPER TYPE OF INSTALLATION TO PROVIDE APPROPRIATE WORK INCLUDING LIFE SAFETY OF z tlR E THIS IN ANY CASE CONTRACTOR NEEDS TO MADE ANY MODIFICATION HE/SHE SHOULD COMMUNICATE 3�� � PRODUCT APPROVAL tIOCUM NTS,AS TESTED, WERE N07 OVERSTRESSED,A 339 INCREASE IN ALLOWABLE o STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS,AND IN THE LABORATORY THE TEST LOAD WAS IMMEDIATELY TO ENGINEER OF RECORD BEFORE ANY ACTION. }h SOX MORE OF DESIGN LOAD. THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHATTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE B.A LABEL SHALL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER AND SHALL BE EXPOSED ON ,A/s RESISTANCE AS SHOWN 94 THE TEST RESULTS FROM LABORATORY. 'THE CMERMATE,COMPONENT 2 OR 3, AND LAST BUT NOT LESS,THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM MAY BE LABEL SHALL READ: INStALLEO AT HIGH VELOCITY HURRICANE ZONES(H.V.H.Z.)" RS-1 ALUMINUM ACCORDION. 2.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8063-T6 ALLOY AND TEMPER, WITH ROLLI, FLORID INC. , Fy�25.0 kal MINIMUM (UNLESS OTHERWISE NOTED), MAMMI-f ADE COUNTY PRODUCT CONTROL APPROVED. 3. SCREWS SHALL BE: •9.THE INSTALLATION OF THIS RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY - A1SI SERIES 304 OR 316 STAINLESS STEEL, Fya35kal MIN. WITH THE SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - CARBON STEEL CORROSION RESISTANT AS PER DIN 60018, Fy-50kei. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUEG TO. 4, BOLTS SHALL BE: 10. THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN IT MEETS THE FOLLOWING TERMS: --T4-2024 ALUMINUM ALLOY AND TEMPER, F 18kA MIN. -PLANS SHALL BE SIGNED&SEALED BY THE ENGINEER OF RECORD. � -ASTM A-307 GALVANIZED STEEL,Fz-SO -NO MODIFICATIONS AND/OR ALTERATIONS MAY BE MADE BY ANY MEANS. AISI SERIES 304 STAILESS STEEL, FY-35ksi MIN, ` 11.THIS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SITE. S. ANCHORS TO WALL SHALL BE AS FOLLOWS: PROT)UCTRE14 1VED (5,T) TO EXISTING POURED CONCRETE:(Mtn. !'c A 3 ksi) asroml+Lyingi;dxth.Florida i/4"0 TAPCON ANCHORS AND 1/4'0 MAXI-SEI•TAPCON,AS MANUFACTURED BY I.T.W, RAMSET/RED HEAD. BerldmgGode �07Z0.f..Zft. e 4 w - 1/4"0 CRETE-FLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO TEXTRON. AtaPia+xo Nn ^ 1/4"0 x 7/8" CALK-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS "i. LVNOTES: , 5.1.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4"1 1 3 5 6 7 , /// S. MINIMUM EMBEDMENT OFT 4"0 CALK-IN ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SS.MACHINE SCREW USED TOGETHER WITH r0 $.� (12 OR 1/4 0 CALK-IN ANCHORS. to t2 15 !7 19 zJ t :' &"(y� �Of •r��,. 5,2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON x: s THE EXISTINO 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. (/y�-) ('} 4 OR •*S S (5,3) TO EXISTING CONCRETE BLOCK WALL — �R I I 'TY', )) - 1/4"0 TAPCON ANCHORS AND 1/4"0 MAXI-SET TAPCON,AS MANUFACTURED BY I.T.W. RAMSET/RED HEAD. (4 + u I{ - T/4"0 CRETE-FLEX SS4 ANCHORS.AS MANUFACTURED BY ELCO TEXTRON. I - 1/4"0 x 7/B"CALK-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS A NOTES: as (OEfyA ) 5.4.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON&WEDGE-BOLT ANCHORS, IS 1 1/4". �z C E •PRODUCTRRV1SDb 0 5.4.7.) MINIMUM EMBEDMENT OF 1/4"0 CALK-IN ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. m romPlying with Rw Florida 0 NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED TOGETHER WTMO Salidia8Code w x AccrPEmco Nol5-05 1/4"0 CALK-IN ANCHORS. to p e� D Ep lionlOato c)n 5.}IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE STING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND Lu I ! SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.4.1) &5.4.2)ABOVE to a0, F declCbntral •� _ a (5.6) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF ! } `x THE ANCROWS MANUFACTURER" fff,,,��� G {{{r (5.7) SEE SCHEDULE BELOW FOR EDGE INSTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS ON SGA 3 SHEET 7 OF 9. DATE: 4-22-2015 6 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE ALTERNATIVES NOTES 2 4 8 9 20 A)ffil R F.B.C. ON SHEET'0 OF 9). Q ") V O h (High Velocity Hurricane Zone) - FLOOR MOUNTING INSTALLATION SHALL I3E REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT TY )P CAL it i4 SO T8 21 $t $i) + OR OR ENTRANCE SHUTTER ELEVATIONELEVATION 1 DWG No:01-12 (RS1-06) TYP TOP BOTTOM SHEET 1 OF 9 E ' S 1 f, 96. .500" bps 22 6 — Q `pY9p� .nom• $ � _��� � � @ � h .472-1 19" $ Q MALE/FEMALE BLADE O2 BALE CENTERMATE 9LADE �3 FEMALE CENTERMATE BLADE (4�180' MALE STARTER V�� . a .075' 7.57 .o .075' X075' q h O h H q 7 g P Ilo- h ' CN AD 0 O6 B.O. HEADER WALL M0UN7� 7OCEILING HEADER MOUNT. O ! � � 8 FLOOR S! L d A M 3,700' 1'N/N. PRgDUC'1'F6P7i'NE<) 2,045' to ldi CW:vitti Ow Florida galaia�a-1e \\��a�i1LLgN /i� .068', ACct{u 1.No -O .DJ Fa¢u nn D3 eQI o Z 2TYR `�� �(fi ���•. y "� .089` • By q ' o zx R I r rt Cu ' I 7'140Y AS APPL 1 i STARTER ANGLE i2 ALUMINUM B.O. ANGLE ��►ninnt� 9 LO DAPTO THRESHOLD TRACK 14 ALUMINUM B.0 ANGLE pR000Cf D8V19RD C.m 1-11.4 wllh the Florlde U Dalldinp Code Acetptaatro Nq�$%O III 091' ! o E�pl lion Dato •� r .120' .977'' •;'.09J" .078' —.093" � $ . M t r .0r62' " o " to 00 � D Muct Contr ol 08 • � J 82' SCALE: DATE: 4-22-2015 F.B.C. 17 ADJUSTABLE FLOOR SILL T (HI9h Vetoctty Hun icons zone) 15 4.550`F CEILING HEADER 16 FLOOR SILK ADAPTOR W f 4EDWG No:01-12 (RSI-06) 21 WALL HEADER SHEEP 2 OF 9 r 3000"MAX' IJB (2)HOLES FOR CLEAR AWM ALUM 16, 7 0- 0 vd�m 3116'POP RIVETS AS SHOWN IAIC 18ASTJC KNOB LOCK — c Z000,MAX j NICKEL PLATED PUSH LOCK 60 •R Rcy FTT- �-�—SEF N07E Ba0v1::j?:f 4 .4 ld� I9 LOCKING MR UP TO 9'-0-Slannn OLIX Uwawm CRMW MIR AND FOR L OfrIWE PMNG AWW LEN01H Or 2'708 12 r 'M sHurm RUDE$UNMH MIN.s6,ApAncm WE EXISTING GLASS d ;Foo to Gws 0 Id TAPCON ANCHORS W1 1j"MIN. EMBEDMENT INTO % ARN CONCRETE G 4,5'D.C. I MAX., 4"0 CRETE FLEX ANCHORS W1 1"MIN. NEW J"THICKNESS x 6" EMBEDMENT INTO CONCRETE CONT (6061 T6 ALLOY MAXsso• 22 0 6"01c, OR J" TEMPER PLA 7E LATE 0 CALK-IN ANCHORS W1 j MIN, EMBEDMENT INTO .500- MAL&e6EEELWALE BLADE DETAIL QE CLEAR PAM LOCATE CONCRETE AT 4"D.C. MAX. z ORZ) PRODUCrPEVISED 0 14 T'EXyfng With IN 17100de ' MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTER �4 4 Ooil A,, MUST NOT FOUR (4) PER ACCORDION AND v -4 LOCATED TWO AT EACH SIDE Or THE cENTERmAzEs ODUCTRL STARTED AT THIRD BLADE AFTER THE CENTERMATES ea cmplying with flw Flmlida A THE SECOND ONE FOURTH BLADE AFTER, TYPICAL �d- ND llulldi.gC, AT EACH SIDE Or THE SHUTTER. A"�,,��M, .4 4 • NUT J, OT7, .p. _00 SCALE: R #f 0. -E 4-22-20 5 68 dun Con DXT CLEAR PANEL SHALL BE LEXAN RESIN/103-112 POURED SLAB IF (uv smaxop) OR routvALENr COMPARABLE To CONCRETE APPLICAULZ F.B.C. G.E. LEXAN POLYMER SHEET,#90-34, REOUIRED (High Velocity Hurricane Zono) THERMOPLASTIC POLYMER TENSILE STRENGTH Fy-6,9ksl, Fb=12,gks(, E-T328,7ksi TYPICAL CONNECTION WITH ALUMINUM PLATE WO No:01-12 (RSI-06) (ONLY FOR WINDQW SILL) —j SHEET 2A OF POURED POURED f a C x EDGE OF CONCRETE CONCRETE ANCHORS E TE EDGE OF CONCRETE CONCRETE ANCHORS CONCRETE ABBLE REOUIREO (SEE SCHF.DUIE ON SHEET 7} APPLICABLE CONCRETE IF REWIRED (SEE SCHEDULE ON SHEET 7) a es g A . APPLIGOLE ', .D•" ' E.O. . 4 ,� EDGE OF E.D.S 'SHWF.7 E..SEE SHELL 71': AUC OLE 4 EQ E4 a •,A Wo $pJ II II 11 jt IXISRNG 11 EXISTING CLASS�E I IL I i�•'I �5 m O1A55 IMIN.SEPARATION I I vle MINTO GLASS ON ITO GLASS SEE SCHEDULE (SEE SCHEDULE •f I(ON SHEET 6) Ilo I ON SHEET i i (D CEILING HEADER MOUNTING INSTALLATION U3 CEILING HEADER MOUNTING INSTALLATION ■c ffi� C MINSEPARATION ON 70 I I 1 LJ o(:�P I I i i (SEE SCHEDULE I I I �. ,o ..LS.r- r i I I to ON SFIEET 6) I 1 & �L / ALTERNA , \ LA V . IMIN.SEPARATION ' � IX LNS { I '^0' \� k { Wzo \\ llLl•••. TO GUESS I 1 ANCHOR I I I ij � �' (SEE SCHEDULE i Iy O I ON SHEET 6) I .i S { i \ LOCA1tON 11 : '•N v { MIN, I I I g1a,fe S.S.S.D.S. CONCRETE14'. { POURED IN. ® t2 O.C.URED- ae. 14:J 4•S.$, 9.D.9, CONCRETE MIN. ti REQUIRED 0 17.'( Sv I REQUIRED 1 7 ��j'Q/QR,QP• ..• •.•E:O. 1'.•. .� PRODUCT REVISED 0 ,••E0. EE'SHEEY 7•• ',a. 6.DSEE'SHEE1 7 E.D.SEE SHEET 7 E.D.SEE SHEET as a plylnewiRllhoilovldo U EDGE SUB Or-/ 'tl• '� 4 DG9 ff DO O " ' '% 'A mGE OF Om7dingcodo W APPLICABLE APPLICADLE APLICABLC Ar APPLICABLE AcccPlnnCo No15-0 ,p�Lql . ,. Expi IonDnlo 17 p ALTERNATE CONCRETE ANCHORS CONCRETE ANCHORS ANCHOR (SEE SCHEDULE ON SHEET 7)- (SEE SCHEDULE ON SHEET 7) BY LOCATION CNImnID xt Control S I QZ SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION ® SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION PRODUCTRENGWED SCALE—, im mnglying with dx Flaids DATE: 4-22-2015 8;eildiDg Code ! Acccpf.lrst No L6 02 ,1 F.B.C. EaPi tion I.Uio o Z2 (High Velocity Hurricane ZOnC) IMloniD vctCon• DWG No:01-12 (RSl—OB) SHEEP 3 OF 9 j e L E . CONCRETE ANCHORS g 5 i 79 h (SEE SCHEDULE ON SHEET 7) t 66 ii POURED CONCRETE POURED CONCRETE POUCEO CONCRETE .� D OR CONCRETE OLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK ¢ti .REOUIRtED REQUIRED CONCRETE ANCHORS REQUIRED 1/4'0-20 S.S.HER CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) ,,_ v W/NUT&WASHER O 9"O.C.OR t14x 3/4' �� p d (SEE SCHEDULE ON SHEET 7) ," d �� 5,5.SD.S.O 9"O.C. Mtn •4 '•a. .. . E 6 ffi .. I e.: ° ' •'• I a_••,: !I III IIl'i tui jod^.. •'9 IXISnNO MIN.SEPARATION I ¢8 �11 I N ' 11 = EXISTING MIN.SEPARATION (( EXISTING I MIN.SEPARATION CLASS TO CLASS I I ern GLASS ro G1A55 I �' CLASS TO GLASS (SEE SCHEDULE I I I I }.�o (SEE SCHEDULE (SEE SCHEDULE ItW.o ON SHEET 6) I I I i ON SHEET 6) I I A ON iiIL I I II 1 05 HEADER WALL MOUNTING INSTALLATION © B.O. HEADER WALL MOUNTING INSTALLATION O7 r�n CEILING HEADER MOUNTING INSTALLATION rn JJ POURED CONCRETE OR CONCRETE BLOCKU5 Li T-f REQUIRED CONCRETE ANCHORS I �I (SEE SCHEDULE ON SHEET 7) DOWN G I MIN.STPARAMON •• tJI MIN.SEPARATION GIASS I TO CLASS I i ��'� �>``•, V�/// TO GLASS I I ��10 '• (SEE SCHEDULE i I e-j ei� (SEE SCHEDULE I, I ! �+ f d, ON SHEET 6) i S5,S.D. ON SHEET 6) ¢ y, *.-R I4o ' 10POURED I I n.f ' I i CONCRETE ••d •.d REQUIRED • ALTNERCI° '°• EXISTINGMIN.SEPARATIONIDCAnCLASS TO CLASSv' ' (SEE SCHEDULE Ngo a• :f=t' • F.O. PRODUCT RBVISBD O i .E.O.SEE SHEET• E.D,SEE SHEET 7• �'—�; I I 9 as complying wiut the Florida U I a i Building Code W :. • / Acecpt�nco Nol 01 D I W/NUT&WASHER Bepl Ilon Data Q CONCRETE ANCHORS POURED CONCRETE 1 ®®'O.C,OR @14x 3/4' 17 O I (SEE SCHEDULE ON SHEET 7) OR CONCRETE BLOCK S.S.S.D.S.O 9'O.C. D, I REQUIRED U Oct Conwl S NCRETE ANCHORS 09 THRESHOLD FLOOR MOUNTING INSTALLATION ® WALL MOUNTING INSTALLA7101i 4JUCT ItPNGWEii (SEE SCHEDULE ON Sum 7) I SCALE: tme mplyingwithOmFlurt"` DATE: 4-22-2015 Duildb sCO& _ 8 B 0 SILL & ADJUSTABLE aeeeptancoNo o'1,Z,;5;p� FLOOR MOUNTING INSTALLATION F.B.C. (High Velocity Hurricane Zone) hfiri8-.iD OWC No:01-12 (RS1-06) I SHEET 4 OF 9 } t I PW"CQNCR£!E OR CONCRETE BLOCK WALL RMUIRED PoURm COWIREW OR CONCRE7E •CONCRLIE ANCHORS 0 12' xkA'NM.wow SNDS. � OLOCK WALL FLDfPRED QC FOR J'NW.D0.TOR ( -;CO NCRflf'ANCKORr O rY'0.0 fW --25'OR P•ME 0.Y+aPVE Ar APPLK[s dd_MW.E0.FDR E,5'M Y'VSE msmvCA&'-'WS 0, A--- 5'aF crAm ANcxaTs Ar e•ac. to -------E:r/smv0 cuss Q M�CJ F a WmNceerE ANworer®Fx Eo +®Q�(1� + $ Q $ @ ®+ UR ® • o.c fa r UK ED.FOR R h®+ t R / , 2.5'OR 21 Ncuoic CONCRETE AAL-TORS A(d' L'$ ,® '3 _- - on to 0 F r{ fxenvc cuss _—..�---_—_-- , KOLL POP w 1 - HIM 9•0.a --- - - rYP 2 O ' > [oomre av[Rac off COAPEW CWCRErE L7 1y ^, rt.'�w r1'•"?T. 5C 6aaDw[Donau 3 i 2 aLocR WCO1I ya5 I/AAUP /2CAEMA%SG®9'O.C. TOP BOTTOM ThFEWSO EiTING v WOOD. i y"W (SEE NOTES) SECTION A—A SECTION B ---- fx/snNc crass—� END CLOSURE ALTERNATE -' 4 _-- --------------------------- Y• mUCT REA`SWCT7 r m o0mplying with f-TNKi& C6 auifdh�c cod. � ©®,m t EOR rtrcapr:asa Not�j�,-7A��a2z��•0� !r�J/4•b. S,,oR J 10 ti- ®+®t 0.1 1 OR C�jlkmpDmD.-•�+-.2oZZ .u.wLOP aNcr®9 o c GRag �� � 16 �/���/� � .� F ----- -------- ----------- nlca SECTION F ---------------- - r a�z§.0 It le-----_-- -------- ---- �d m- 2 / Z OLEIC NY LW NN[RS TNM at".AY L IOD'CCriD NiLON OIADE W717F No '{Lcy/i�f 1 OR© 2114T/6•CDNr to.LLIRXS,Ar RTP of MrvwR sws,^A=EWALLY fAsUmv MH ,♦),1 t'J'j, ALUM, 6E me NO,14 or J'HEX 1210 PIN SCREWS. OOR 0.{SO'olWEMq UY O.Sxo'NrrlhY CU1DE WRH NO LQ UAM.Ar IR^ TYP 4 ND D1D O FM c"IXTERroR sur,FASIVaP MW a¢M lA DY J• NO 4 3 3 TYP, O.ISo'DIAMETER or 0.620'traON GWOC MM NO MARKS:AT f0P ANO •� .t ,• PkP'rI/s'LDM 9 IOP$BOTTOM 80ROM or ETCH MTERmR SUE,fASTEr1ED I%M WE N0.I4.OY J'NFX ti j' ALUbL TORE TTR AHED ISN SCREWS [ 4 TVP Jr BorroM SECTION D CoW.AW41. aJw'OXACM Or 24 LWO ALIAWWW Lax P4 AT roe Aho Sorra. A OF fAG'M L=a W Sur.FASTW O ERM ONE 10-2{or a4J0'LONG /NrS WUU9 NIW SCFEWS. s i 4 �i•0�1% /1It!/1•S.S. A1:-&1-;E p) 16bSMS OR J/ TvttJAmaAO /wxoLc2 conrDA�7 ORJ • O'4© /�////, NAS- ` i Z'Af'MW. WORD I/4 G UC SO.C. z 1 TION C SECTION E 57UOS REO D. W/r 1/1'MIN.Crp7REAR � 21x-1//6.OR JkJkosO' EXISANC CUSS EMREOMEM TO EXISBNC WOOD, as OnTlyr hEVh thea Floddo ED O Num.ruse(06J_76&LOYa rales) __—_ Bdldmg CO do' LJ f NOTES fi7R LOCKlNO OF(Y�8(J� i1fi AcapbnceNa 5-050 ,ulo II PUSH 8011OM LOCK®MAY BE USED FOR IN57ACURONS 4 ?� i llvn Dale 0 Q Z 2W.314 1 xkxkF/B:11mE site aLVM SECURED FROM IN, . SIDE OR INSIDE OF SHUTTER. 170 1 LA�=MplwDOM W/ WHEN INSTALUNO W OM PF OUTSIDE;A 7/B'0 HOLE "' By I %AMn PoP RN•E75 OR i SHALL DE DR/C AT AND LLUST BE RIVETED FROM � (/2 M : MI 1'M du[t COnIroI RffOFlJ�70fROM W/(2)3/16"0 ALUM.PoPS SAo �5 RNM..A J/ 0 HOLE MU5r THEN BE ORILLE0 AT©TD ----_ r ALLOW FOR i P! 70 PASS TNRU. _ WHEN WSrALLINC FROM THE 1N510�®MUST BE RNE7E0 ---- - - ee 1 (2�W/(2)J/IB"o ALUM.POP TVETS J/d'm Hal£ SCALE: ST THEN BE ORYLLED Rf11 J�AND 2 ALLOW FOR - 1 2-F DATE: 4-22-2015 PIN TO PASS rHRU. p C. £otE of SLAB EDGE OF 4M 5/16 xl"LOCK 6b7 MAY DE USED AL7FRNA77vE1LY TO z(TiI LOCK F.o•" L`pPPLrGtri'E rf ArPUWLE EOR INSTAL.17O?i1 SECURED fROM TN£OUTSIDE OR T�jS/DE •L (High Velocity Hurricane Zone) or SHUTTER.I TMS -A 5/I6'b SHALL B E .•"1`iJ 3 1 DRILLED TNRU 2 ANO J IIOLE O11'IV.r0 2 SHALL B_ z POST CONNECTION TAPPED TO a r READS PER 7NC ACHIN£SCREW SECTION G DWG No:01-12 (R51-06) QF7AIL SHEET 5 OF 9 j f MAXIMUM DESIGN PRESSURE RATING "W" 62,$,IS AND a i CORRESPONDING MAXIMUM SPAN L" SCHEDULE w �' MAXIMUM ALLOWABLE DESIGN SPANS MINNUM SEPARATION XIlIES d Nil M44MUM 70 GLASS(in.) (1)Liv ALLMMULE SPAN DUE TO MSRIYE DEPON LOAD+W(ST) m - ALLOWABLE L-.,ALLOWABLE SPAN DUE TO NEG4nW DESIGN LOAD-W&0r 1 WIND LOM SECTIONS 5 TO 8 SECTIONS 1, 2&9 SECnONS J&4 SECTION 10 nwcrr A-MS DESIGN Ir WILL MOUNRNO TTAOR/SEXINO MOON FLOOR/GO(/N0 MOUNTI WALL MOUNTING wsuv+�emn"v¢ ! � RJSTALLAT7ONS NSTALUTlONS /NSTACEAnONS INSTALLATION RRJr�1p'-0' B/ADwGT Nth (T)TO DETERMINE MAXIMUM ALLOWADL£SPAN: V or LeOMM Ar Bdrnw v CN£N:POSInK LOAD(W+)AND NEOATLIE LCi4a(W-) 4£tSrxm AT8atr Rv R�VIN)t C+ L- L+ - L+ L- L+ L- LM SKB .% -lOWiIFY TYPE OF IlfSTAL1Al10N(WNL MOUNRNO,FLOOR JO 12'-4" 12-4" 12-4"_ i2'-4" 12-4 12-4" 12'-4" 12'-4 2 J/4" MDUNnNO,_.EIC), y6_ 2 12'-4" 12'-4 2- - f2'-4" 12'-4" IZ'-4" 12-4" 2 3 4' _OETERMNE vuuE of L+AND t-FAOF!MOLE cz_ 40 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" •2 J14' FM MA"UM ALLOWABLE SPAN SHALL BE EOUAL TO THE 45 T1-7- I1' I1'-10" 11'-10 12'-4" 12'-4" 12'-1" 2 J!2'-3 4" NIMMI.OFVALUES OFL+AND L- 50 I1'-3" 11-J" i 1'-5" 11'-5" 17.-4" 12'-4' 11'-1(" 12-1 J" 2 3 4" (J)AFTER THE MWNUM ALLOWA61E SPAN CHECK SCHEDULE TABLE 55 f0'-8' 10'-8" 11'-0 11'-0" 12'-4" 12'-4" 11'-8" 12'._0" 2 J/4" TD OBTNN mAxtuaM ANCHOR SPACING, 60 10'--J" 10'-3" 10'-7" !0'-7" 12'-0" 12'-4" 11'-6" 11'-10" 2 J14' REMEMBER TO SELECT ANCHaR SPACWB USING NEGATIVE DESIGN 65 9'-10" 9'-10 f0'-2" 10'-2" J1'-6" /2'-4" 11'-3" ll'-9" a. 2 314- La4DOI'p,0 70 9'-6" 9'-6" 9'-9" 9'-9" 11'-1' 12'-4" 11-1" 11'-6" 3. 2 J14" 75 9'-2" 9'-2" 9'-4" 9'-4' 10'-9" 12'-4" f0'-JO' 11-4 3" 2 3 4" 80 8'-10" 8'-10" 1-9'-4" 9'-4" 10'-5' 12'-4" 10'-8" 11'-2' J. •2 3/4" 85 8'-7" W-7" 9'-0" 9'-4" 10'-1' 12'-4" 10'-5" 11'-0" 2 314 �N-NYLON WHEELS PATH 0.490'BY 1.ID0"LONG M20N GUIDE, w1JH NO m I.D. MARKS, AT TOP OF INTERIOR SLATS SPACED EQUALLY,FASTENED W H ti 90 8'-4" 8'-4" 18'-9" 9'-J" 9'-!0" 12'-4" f0'-3" '10-101, 2 J 4" ONE NO. 14 BY 3"HEX HEAD PIN SCREWS. 95 7'-8" 8'-2" 8'-6" 9'-J" 9'-6 12'-4" 10'-0" !0'-8" 2 3"4" 2 3/4' 100 6'-10" 7-11" 8'-4" 9'-1" 9'-4" 12'-4" 9'-10" f0-6" 2 J14. 2 3/4' 0.490"OMMErER BY 0.590'NYLON CwDr- WITH NO 10. MARKS;AT Top AND BOTTOM OF EACH EXTERIOR SLAT,FASTENED MTN ONE NO. 14 BY J" d 105 6-3" 7'-9" 8'-1" 8'-10" 8'-10" 17.'-2' 9'-7" /0'-5" 2 J14" 2 3 4" HEX NEtO PIN SCREWS. ■ G_ "goo 110 5'-6" 7'-7" 7'-9" 8'-8" 8'-6" il'-11" 9'-5" 10'-J" 2 314" 2 3/4" 0,490"DIAMETER BY O,B20"NYLON GUIDE; WNH NO MARXS AT TOP AND C �+Sr 115 4'-}O" 7'-5" 7'-3" 8'-6" 8'-0" 11'-B" 9=2" 10'-2" 2 314 2 314- BOTTOM OF EACH INTERIOR SLAT• FASTENED WITH ONE N0. 14 BY 3"HEX W v 120 4'-2" 7'-J" 7'-2" 8'-J" 7'-7" 11'-5" 9'-0" 1(1'-1" 2 314" 2 3/4'• AHED PIN SCREWS. 125 3'-6" 7'=1" 7'-0" 8'-1" 7'-3" 11-2" - 10'-0' 2 J14- 2 3/4" OF o'DIAMETER LOCINBY 24"LONG G STAT,FASTENED W/FTU ON£OP24 BY 0.430"D B�M \\\\\``, 130 - 6'-11' - 7'-11" 7'-0" 10'-11 - 9'-10" 2 314 2 314- Sr, 135 - 6'-10' - 7'-JO" 6'-9" 10'-9" - 9'-9" 2 3 4" 2 3 4" THUMB TURN SCREWS. ` •p1 �, . 140 - .6'-8" - 7'-8" 6'-6" 10'-7" - 9'-8" 2 314 2 3 4" f• .t 145 - 6'-7" - 7-6' 6'-3" 10'-4" - 9'-7" 2 J14" 2 314" 150 - 6'-6" - 7'-1" 6,-0" 10•_2" - 9'-6" 2 J/4- 2 J/4" arnmxarrvEs Nares: 155 - 6'-4" - 6'-9" 5'-10" 10'-0" - 9'-5" 2 314- 2 314" qA77 srerrorts(1)&(pJ ON.nHESE CROUPS GW BE COMBINED AND �' S 160- - 6'-J" - 6'-5" 5'-8" 9'-10" - 9'-4" 2 3 4" 2 3 4" AtOsr eE"Isl RtE cowar Sp/K � 165 - 6'-2" - 6'-0" 5'-6" 9'-9" - 9'-4" 2 112" 2 J14 B)SECRONS(r)h(1)ON n@SE GROUPS OUf 8E CO,UB;NEO AND 170 - 5'-11" 5'-8" 5'-4" 9'-•7" - 9'-3" 2 1 2" 2 3 4" MOST SC 7-AX THE LONEsr SPAN. ' 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'-0' 2 112" 2 J/4 185 - 4'-10" - 4'-7" e_10" 9'-0" - 8'-I1" 2 112 1 2 J 4 FRODUCTPEV1SED 0 190 - 4'-5" - 4'-9" 1 4'-9" 8'-10" - 8'-9" 2 112" 1 2 314" TD OBTNN ULYINATE WIND PRESSURE-d tr m-.�4�W/Na r'?FssOBE Us-mpl)ingtvilhlha Flvrlda L) 195 - 4'-1" - J'-10" 4'-8" 8'-6" - 8'-6" 1 2 11211 1 2 J14- A 0.B Building Code W SIMPLE, FOR! T ALLOWABLE Acae imloe No 200 - 3'-6" - 3'-6" 4'-7" 8' 0" - 8'-0" 2 J 2" 2 3 4" utnMA J-N v 187 psf p aiZ f 0.0 Bzpi lion Date By MitunlDn ctCant: PRO'WCT RP•NEWE7) memnplyingwithdmphnidn SCALE: Building Cock AmTnana.No ] PjQ, DATE: 4-22-2015 'on Dae 1217"''� ' z2 F.B.C. By (High Velocity Hurricane Zone) DWG No:01-12 (RSI-06) SHEET 6 OF 9 DE=N r..Fit��i..(Ln.�..,SS {}, " ��- MAXIMUM 1201 N sSURE'W-AND ND LOAD D SIGN PRESSURE 'W"AND ,�q�YTI.1p�MiTRR DPONdO G A1.4XIMUM ANC�HQ GQR ESPONpI MAXIMUM ANCHOR C�oa. PONDING 1:D IMUAp._ANCH.OR SPACING (ln.l SCHEDULE_ SE x A MAXIMUM WIND _ a.• txTRRFSCKTNDlN,I; XtMLIM ANCHOR SPACING(j1}.SCHEDULE. SPAC.i' Pk ((D,}_,rj�Fni••.vi[. Dc WALL N.OUNi1NG Wall.MOUNTING CFUUNG&FLOOR WALL MOUNTING WALL MOU[4TINO _ CEILING k FLOOR V) V w INSTALLATION AT TOP INSTALtAT10N AT TOP. INSTALLATION AT TOP INSTALLATION AT TOP MOUNTING 1NSTAt1A'RON MOUNTING Bt5TALtATtON OR BOTTOM OR BOTTOMMAXIMUM OR BOttOM OR BOTTOM AT TOP OR BOTTOM MAXIMUM AT TOP OR 0070M MAXIMUM (SECTIONS 5 THRU 8)SECTIONS 5 THRU B k ALLOWABLE (SECTIONS b OM 8)SECTIONS 5 THRU 8) ALLOWABLE (SECTIONS t12&8} ALLOWABLE (SECTIONS 3&4) ALLOWABLE (To Cawncto 00 s"90) } r7xj �Xs DESIGN OD comm 0a MASONRY) DESIGN OD CONCREtLT DESIGN tro OONCRLTO DESIGN �` ppp fi P LOAD'W' SHUi7EH SPAN SHUitER SPAN LOAD'W' SHUTTER SPAN LOAD"W' 6HUIT SPAN LQAO°W' SHUTTER SPAY SH ITER 9PAN >. �@j ply C jygC . 6, 9•-D• e'-0' a'-0' d'-8' O._O. 6•..0• e._c. -G` E'-O. (P.e.R) 8'-1" a'^0` 0'-0' �O[�.1 C5z i l l 5 tl Y OR LEES 10 TO Lad• OR 1E99 TO 10 M4R,OR LF59 TO TO Wd. iC C OR LE9S TO TO MAX.tlR 1255 iD M MUC Oft LES9 TO 10 FIW. 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FROM 6,6 4 J FROM 9 J n/a 4 n/ 720.0 TO 140.0 a i's T/a TS 4.5 n/a >120.0 TO 140.0 5 5 n/o >1200 TO 140.0 F 6 4.5 7/20.4 TO 140.0 9 4 J d raja 7 8 njo S5 J n/a 5.5 J..S n/o s.5 4 J 9 J5 2.5 S.5 n/ nfa 9 6 n/4 J n/o r1/a 5 3.5 ft/. 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BPACPIC CNEN ON SCHEDULE BY THE BELLOW SCALE! FACTORS,THE MINLUUM EDGE BY FOR CALK-IN Apwp=cs Na .O! DA'iE: 4--22'-2015 ` FAC O R, 15 2 I/2'.A E EDGE O(Sh1 ANCHOR SPACING $A'.� t1Mf D51s jj�„ 6•L•L T N.Mcn..SET V OONS_OR I`RETF.FLEX j_ F.B.C. ANCHORS a/2*.11,(ate GOR fhtl K-IN At{f.HORB. R}' !!! ANCHOR LEGEND r UIS77NC 8;D. PACFOR TAPCON 0R Jud Co (High VeloOily Hurricane Zona) ! J- .9D DHEIE_ROf ss4 DWG No:01-12 (RSI-06) lFiii 2 1/2' .759 3 SHEET 7 OF 2. 4 e C NOTE. ALL WO MEMBERS SHALL COMPLIED WITH THE NAII DESIGN SPECIFICATIONS CURRENT AN,Of STRUCTURAL CRADE WfflA N.MINIM IMI Sp I \, EC-DMVE.NDED�--INlS-T-A-L-LAT-IONS-=-rAT!-STRUCT AL .2000 P.1 SPECIFIC CRAVITY OF 0.55 ail STOCCO STOCCO STOCCO V EE 1/4'0 LAG SCREWS 0 6"O.C. '0 LAO SCREWS 0 V O.C. _I ; 1/4 W�4'10 z;v -W W/.1 1/2"MIN.THREADED W/ 1 1/2"MIN.TVROkDED SICA N 7THREASD"EIG C @� m T, EMBEDMENT TO EXISnNo wooD - EMSEVENT TO EXISTING WOOD EMBED TO EXISTING WOOD HEADER. 1. HEADER. HEADER. X 2 -n6 OR @ Eg-;E� 12 x THREADED We 1 211, 5-1 EXISTING MIN EXISTING knN. EXISTING MIN. I ING� 2"x4-WOOD 2".4*WOOD 2*.4'WOOD S HEADER REQUIRED 2� E N HEADER REQUIRED EXISTING i 1 1 §g �11 HEADER REQUIRED MIN.SEPARATION 01 (SEE SCHEDULE IQ GLASS ON SHE 1; 1 MIN.SEPARATION TO CLASS I MIN.SEPARATION TO GLASS Er 0-- < SEE SCHEDULE 014 SHEET 6? art (SEE SCHEDULE ON SHUT 6) 1 1 1 LL-0 A V Q) e,;j 10 W CTIO @ @ 0.0 WALL CONNECTION AT TOP WALL CONNECTION AT TOP Q)z .�2 1 AV- EYJSTING--\g EXISTiN GLASS GLANS MIN,SEPARATION TO GLASS ?AIN.SEPARATION To CLASS I (SEE SCHEDULE ON SHEET 6) T LAS S.S.S Is (SEE SCHEDULE ON SHEET 6) MN. RD 05 (SEE SEPARATION 5) ®T2' EXIS71NV 8 TI r.m 2.� T, K; MIN. WALL FINE01 W LL I"i SH ALTERNATE FINISH ANCHO 11 UDCATION 6 OR 21 P :3 MMUCT' 00 '0-2 S.S.M-S. fletl LAG SCREWS 0 V O.C. NUT Ok WASHER U0, G SCREWS 0 r a 9'O,C.OR#14k 5/4' 0%o -,05 < 'J W/1 1/2'WIN,THREADEO 1(6 MIN.THREADED S.S.S.D.S.a 9"D.C. 'D z: 'QOD W/El Z •'70 EMBEDMENT TO EXISTING W EMB OM TO EXISTING WOOD STUD. STUD. FRODUCT RCNEWM 1/4-0 LAO SCREWS 0 6-O.C. as mmtdying wiffi the Florld3 W/1 162 C0.1 I ;MIN.THREADED BuIldiap Code EMBED TO EXISTING wool) Aco-Fp�—,lq-/'- STUD. MAX.4 EXISTING 11111.1'.V SKIDS SCALE: EXISTING MPI.2", STUDS CCISTLNO MN.2.4"S�DS 0 REVD. 0 18'D.C.WAX.IRM'D. ® t8"O.C.MAX.REVD. DATE: 4-22-2015 Mi iD 11 WALL CONNECTION AT po 1.,4 F.B.C. BOTTOM WALL CONNECTION AT HQJ10M B.0 WALL CONNECTION AT BOTTOM (High Velocity Hurricane Zone) 16 DING No:01-112 (RSI-06) SHEET 6 OF 9 ND,E: RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS ALL WOOD MEMBERS SHALL CO? WITH THE C NATIONAL DES MINIMUM T OF ST U T URA CURRENT -- IP,7 a Q f p EDITION.MINIMUM S STRUCTURAL GRADE ' cjE a Y Yy FD-2000 psi AND SPECIFIC CPAVDY OF 0.33 22 EDGE !! F.D.N. Iq 7 D EDGE (IF APPLICABLE) EDGE IF APPLICABLE) (IF APPLICABLE) EDGE(IF APPLICABLE) Z g �E R a TRUSESOD t - TING ORD WOOD TRUSSES t 1/2' A 1/2" RAFTED O 124- O.C. DUIRED D.C.REpURED pNd v G y i 99 GG 99 D45MNO SOFFIT EXISTING SOFFIT ! 3/4"Mas.TW. -3/4"IV=TAK. �14z3/4"S,hiS, O B'O.0 MAX. f'z4"zi/0"CONT.ALUM.TUBE �I4zS/4'S.1.51 1 I'z4517/e'CONT.ALUM,TUBE 6083-T8 ALL W 0 o. 6"O.C.MAX. LAG SCRhT'f5 TO EACH(&I R OR I (6083-T8 ALLOY)W/(2)1 4'0 'e LAG SCREWS 70 EACH ER OR 1 v TRUSS• E SCREWS AT TRUSS.LOCATE LAG SCREWS AT I 7 � MOOF WIDTH Of IXISTISRNG W000 MIDYlIDTM OF EXISRNC WOOD EXISTING I t j l l j MEMBER,(2"Min,NOMINAL I l i l 1, MEMBER,(2' .NOWNAI. WIDTH)w/2'Min.PENLTRA7pN IX6TING I / CUSS I OF THREADED AREA.THIS GLASG mD7H)W 2-J..ln.PENETRATION t 11111 ILII $ I OF BEADED EATHIS I III 1111 oa INSTALLATION IS ONLY VALID FOR I ]1l l 1111 4 INSTALLATION IS ONLY VAUD FOR I MIN,SEPARATION 11II I 1111 WOOD W/LAIN.SPECIFIC GRAVITY I I I I I 11II L g WOOD.W MOT.SPECIFIC GRAVITY TO CLASS 1101 I I OF 0.55. IMM.SEPARATION T. 11111 / j(SEE SCHEDULE I I I I TO CLASS I I 1 iiiUUU I OF 0.55. 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GRAVITY OF 0.55, MIN, S.D.S.0 9'O.C,x GRAVITY OF 0.55. I I p DECK IF I ®9.O.0. EDGE OF I EDGE OF I I I I I PRODUCTRBVISED (> APPUCABLC APPLICABLE DECK IF I 1 7 DECK IF I /Z11 m complying TVllh tho Florida 9 APPLICABLE BDUfine Code WO EDGE OF ACapl4nea NoW(0:7., APPLI ICABLEem D EDGE OF DECK _ EDGE OF IF APPLICABLE O SLAB ICA9LE IF APPl ALTERNATE ALTERNATE SCALE: ANCHOR 1/4"O'LAG SCREWS®6"D.C.W/t 1/2' ANCHOR t 4.0 LAC SCREWS®8'o.0.W/1 1/z' I/a'0 LAG SCREWS®5•oa w/t t/z• LOCARON WOOD EC LIED EMBEDMENT TO ElUST1NG LOCATION � MIN.1HREA I.EMBEDMENT TO EXISTING MIN.THREADED EMBEDMENT TO DIISTINO DATE: 4-22-2015 � WOOD DECK. WOOD DECY- F.B.C. I i 1liL & ADJUSTABLE FLOOR 14 SILL & ADJUSTABLE FLOOR (High Velocity Hurricane zone) MOUNTING INSTALLATION MOUNTING INSTALLATION O THRESHOLD FLOOR MOUNTING INSTALLATION• DWC No:01-12 (RSI-06) s SHEET 9 OF 9 f ! t