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HomeMy WebLinkAboutNOA - Accordion Shutters0 MIAMI� E t! I MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES I PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION () 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) T (786) 315-2590 F (786) 315-2599 www.miamidade. ov/eeonomv Rollingshield, Inc. _ 9875 N.W. 79" Avenue Maleah Gardens, Florida 33016 I SCOPE: This NOA is being issued under the applicable rules and regulations love � 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 tel 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 iControl 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 APPROVAL DOCUMENT: Drawing No. 01-12 (RS1-06), titled through 9 of 9, & 2A of 9, prepared by V. M. Engineering, last revisit by Morgan Villanueva, P.E., bearing the Miami -Dade County Produce Acceptance number and the expiration date by the Miami -Dade Counl MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manuf following statement: "Miami -Dade County Product Control Approved and TAS-203, unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal applicat change in the applicable building code negatively affecting the perforn TERMINATION of this NOA will occur after the expiration date or: materials, use, and/or manufacture of the product or process. Misuse of product, for sales, advertising or any other purposes shall automatically any section of this NOA shall be cause for termination and removal of ADVERTISEMENT: The NOA number preceded by the words Mi the expiration date may be displayed in advertising literature. If any be done in its entirety hutter System 3-1 High Velocity Shutter System", sheets 1 1 #5 dated April 22, 2015, signed and sealed Control Revision stamp with the Notice of f Product Control Section. .oturer's name or logo, city, state, the , and NOA number, per TAS201, TAS-202, )n has been filed and there has been no ance of this product. "there has been a revision or change in the this NOA as an endorsement of any terminate this NOA. Failure to comply with tde County, Florida, and followed by of the NOA 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 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-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. W � � I u i MIAMFDADE COUMrY / NOA No.16-0725.01 Expiration Date: 01/19/2022 Approval 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. 06-003M, 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, AE. 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. STATEMENT'S I. Release letter issued by National Shutter Association, dated October 19, 2006, cert6ing 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. 06-003RS1) 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 ofAcceptance 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 1 thru. 9 of 9, & 2A of 9, prepared by V M. Engineering, dated 0710512006, last revision 92 dated 11/1012006, 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 Rollingshield, Inc. NOTICE -OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS L 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: I. 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 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. 06-003RS1) 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 409-0604.13 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, 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. AZ elmy Makar, P.E., M.S.A. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/19/2022 E-2 Approval Date: 09/15/2016 Rollingshield, Inc. NOTICF-OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY CO?ft- ROL 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 .A1 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 #11-1227.04 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 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 .41liami-Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 12-0074. �Myy��AMak�,,-,P-Xr ., M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/19/2022 E-3 Approval Date: 09/15/2016 Rollinyshield, 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 #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 #S 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, 201 S, signed and sealed by Morgan Villanueva, P.E. /"',_1 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-4 Rom ld, 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. --L - elmy A. Ma �ar, 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 GENERAL NOTES • I. 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 LADS 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 FBC 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 0.6 FACTOR ULTIMATE FACTOR DESIGN). IN ORDER TO VERIFY THAT ANCHORS ON THIS STRODUCT ESS ESS FOR PR WIND LOADS WAS VAL DOCUM NOTSUSETESTED, THEIR ANALYSIS, AND INETHE LABORATORY THE TEST LOAIN D WAS 50% MORE OF DESIGN LOAD. THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE RESISTANCE AS SHOWN W 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—TS ALLOY AND TEMPER, WITH FY m 25.0 kst 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 50D1B, Fy-50ksl. 4. BOLTS SHALL BE: — 74-2024 ALUMINUM ALLOY AND TEMPER. Fy= 1 Bksl MIN. — � SERIESGALVANIZED LMy 7304 STAILESS STEEL, , FFy-35ksi` MIN. 5. ANCHORS TO WALL SHALL BE AS FOLLOWS: (5.1) TO EXISTING POURED CONCRETE: (Min. 1'c - 3 kai) — 1/4'0 TAPCON ANCHORS AND 1/4"0 MAXI —SET TAPCON, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. — IA'0 x 7 8' CALKS N ANCHORS ASS4 ANCHORS, MANUFACTURED BMANUFACTURED YALLFN. ASTENERS 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. IN THE EXISTING WALLAORPFLOOR ANCHORS SHALL BE LONG ENOUGH TO REACHPRECAST CONCRETE PANELS PAVERS OR ANY THE MAIN NEER BE STRUCTUREOUND ON 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 CREME —FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. — 1/4"0 x 7/8" CALK —IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS NOTES: 5.4,1 MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE —BOLT ANCHORS, IS 1 1/4". 5.4.2 MINIMUM EMBEDMENT OF 1/4'0 CALK —IN ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED TOGETHER WITH 1/4"0 CALK —IN ANCHORS. 5.5) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID }PALL FINISHES, ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.4.1) & 5.4.2) ABOVE (5.6) ANCHORS SHALL RE 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. (SE ALTERNATIVES NOTES ON SHEET' 6 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 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. B. A LABEL SHALL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER AND SWILL BE EXPOSED ON THE CENTERMATE, COMPONENT 2 OR 3. LABEL SWILL READ: RS-1 ALUMINUM ACCORDION. ROLLINGSHIELD INC. MWM, FLORIDA MPM—DARE 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 as complying whh tw Florida Building Lbdc oal7sle o o2'L 14 34 5k A � iA Cat IF EWA a NIn Milli TTPICAL 11 14 16 1B 216 SHUTTER ELEVATION TYP TOP/BOTTOM &®®,&,OR� 'PRODUCTREVISED z D 0 complying K'iUt IAo FloridaFlodU Bullding Code A¢mptanE¢No S'.D5 F.>tpi Pion lht¢ �� BY I A aCbnVol� Velocity Hurricane Zone) No: 01-12 (RS7-06) T 1 OF 9 O 1rn v O r e W to Lp>dLb 0 • Q C 0 U N T Y O O YE a ti © r, � 71 Nilt� m TO .A O O n q n � n V.M. Engineering Inc. C.o(A.No.27633 11278 S.W.1Wfd PjW9 MM. FLORIDA 33196 TEL•786.281-6968 TEU 305304M PHONE (305) 43"661 FM (306) 11O 5= 9675 NW 79N AVE NdeaE Gmdak y FL =16 F�m m 'IYETS AS SHOWN /rs=ra ssLLs — re . T— .do0" Ptasnc KNOB 18 'STlC KNOB LOCK k' W 250' T — z 250' I 22 1 -MAK& MALE BLADE DETAIL OF CLEAR PANEL LOCATION MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTER MUST NOT EXCEEDED FOUR (4) PER ACCORDION AND LOCATED TWO AT EACH SIDE OF THE CENTERMATES STARTED AT THIRD BLADE AFTER THE CENTERMATES AND THE SECOND ONE FOURTH BLADE AFTER, TYPICAL AT EACH SIDE OF THE SHUTTER. CLEAR PANEL SHALL BE LEXAN RESIN hf103-172 (W STABIUZEO) OR EOUImENT COMPARABLE TO G.E. LEXAN POLYMER SHEET /%90-34, THERMOPLASTIC POLYMER TENSfL£ STRENGTH Fy=8.9ksl. Fb=12.9kA E=328.7ksr EXISTING GLASS 4"0 TAPCON ANCHORS W/ 1i" MIN. EMBEDMENT INTO CONCRETE® 4.5" O.C. MAX., #'a CRETE FLEX ANCHORS W/ lj" MIN. EMBEDMENT INTO CONCRETE 0 6" O.C. MAX OR J" 0 CALK —IN ANCHORS W/ j" MIN. EMBEDMENT WTO CONCRETE AT 4" D.C. MAX. LONG TEE N0)E Ea0W LOCKING PIN MIN. SEPARATION TO GLOSS (5EE SCHEDULE ON SHEET 6) NEW $" THICKNESS x 6" CONT. (6063—T6 ALLOY & TEMPER) ALUM. PLATE —7 THREES FOR 6 P ALUM. 7 r POP W&i 7/8' 7 B' 1 i6' m �O -- ' m,, fr a e 20 NICKEL PLATED PUS!-( LOCK BOTTOM d °'•4 1�r• 'a° a T �/ n (• ' a : ° a 2.500' ° ODUCT RENEWED °3.000, ea complying with ihr FMdda • - .• $wlding tlda 1/4 0-20 S.S. Accapwnce Nu [ O $ p ) id C a By - W1 NUT &WASHER H Dete oZZ <• ' c .0 " D.C. OR f14x 3/4" POURED S. E8ZWFO 4.5" O.C. i dvct Con CONCRETE SLAB REQUIRED APPLICABULE TYPICAL CONNECTION WITH ALUMINUM PLATE �wLir��T- W z PRODUCTRUVISOD O m complytngwllh lho Plopdr U RoildingCadc Aw cecpumcoNo .05 oIo Sxp Ion lhte J7Q gyy I MfmnlD oduct Conaol � j(Hlqh Velocity Hurricane Zone) DWO No: 01-12 (RSI —0B) SHEET 2A OF 9 URED dCRET�E CONCRETE ANCHORS E OF FLGE OF CONCRETE CONCRETE ANCHORS 7UIRE0 (SEE SCHEDULE ON SHEET 7) CONCRETE IF •CONCRETE IF REWGTED APPLICABLE APPLICABLE(SEE SCHEDULE ON SHEET 7) • .D: ' ' E.O:. 6 .. EDGE TOf E ED. ✓' E ' SHFL4+7 ' E.O. SEESHEET 7' :• CONCRETE IF 4' EO, Ed e' EO EL1 .S APPLICABLE a ^� •:dt.-4T MI E7U S S CLASS I i L GLASS IMIN. SEPARATION I m MIN SEPARATION I I �i TD cuss I , I To cuss I I c�FN (S N SHEET 2 1 T8 (SQ METUB i 6) I I „i i Gl j�o 1Q CEILING HEADER MOUNTING INSTALLATION ( CEILING HEADER MOUNTING INSTALLATION I I zdam (SEE ON SETL Ni Ii I Df)ALTERNG�SATE LEE SCHEDULE AODCM ON ON SHEET 6) n8 LOCTN ai REQUIIR 14x7/4' SS, S.D.S. ASS ® 12" O.C. $ Ali— :E.Q. •E:O.'Ep., E. . EE' SHEET 7 ° . ,O, SEE'SNEEf 7 EDGE Of✓ •• SLAB IF a A EDGE OF SLAB ff LABILE APPLICABLE AP ALTERWATE CONCRETE ANCHORS ANCHOR (SEE SCHEDULE ON SHEET 7)- LOCATION 2O SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION a POURED ` CONCRETE i1 I8x kTIN. i{ Q14x 4' S.S. S.O.S. n ®12 O.C. N REQUIREDPA • ' - E.O-, '. E.T. ��lllltlll' E.D. SEE SHEET 7 E.D. SEE SHEET 7 PRODDCFRBVISED U av rbmplyinB 1viRt Iho KtDddn EOCE OF AP�CA13LE .� .' ' d ~ EDGELAG OF APPLI IF Suild'mg Coda W Acceplenro NolS O ,01 B2' on DAIo 1 OQ CONCRETE ANCHORS By (SEE SCHEDULE ON SHEET 7) bllmDtD Iol Control g ® SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION PRODUGTRENELVED SCALE: ' as complyingwith the Florida DATE: 4-22-2015 SWIding Coda AmFpt�nca No o oZ •o1 F.B.C. 6sp' tronlsata (High Velocity Hurricane Zone) B(bl mni con DWO No: 01-12 (RSI-08) SHEET' 3 OF 9 CONCRETE ANCHORS ♦• 'd (SEE SCHEDULE ON SHEET 7) • 4 ' y a d •, iG4 ,•a a t 1 I I I I {II .. • I GLASS MIN. GIGIG SS I J ; TO I I I i (SEE SCHEDULE. (5) HEADER WALL MOUNTING INSTALLATION ON i • §0 B E SHEET ~ EA, STE SHEET 7 r 4 .' ,d CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) 09 THRESHOLD FLOOR MOUNTING INSTALLATION POURED CONCRETE OR CONCRETE BLOCK RE0l0RED CRETE ANCHORS (SEE SCHEDULE ON SHEET 7) 6 . ty • ^. Y• I ••HI 1 4: •;N�Wj'4::'•q EXISRNG MR. SEPARATION GLASS TO GLASS (SEE SCHEDULE I ® 8.0. HEADER WALL MOUNTING INSTAL ATION POURED CONCRETE OR CONCRETE BLOCK REQUIRED jCONCRE%fLCHORS SCHEDULE ON SHEET 7) a. d.4EXISTING MIN. SEP GLASS To uAss (SEE SCHEDULE I I 1 ON SHEET 6) I ) (SEE SCHEDULE ON SHEET 7) CONCRETE RETE BLOCK j 1/4.0-20 S.S. M.S. W/ UT Na: WASHER 9" O.C. OR • . •/ B.S. S.OS.59 • _4 E0 12 4., n �! Itlfi I TING MIN. SEPARATION 1 1 I I ASS TO CLASS 1 I (SEE SCHEDULE I I ON SHEET 6) ( I 0 0.0 CEILING HEADER MOUNTING INSTALLATION MIN. SEPARATION TO CLASS (SEE SCHEDULE I ON SHEET 6) I 814x3/4" SS, S.D.S. rn1 L I O 12" O.0 ' , - • n • f11 IflMIN. If 1111111 AVERRATC 4- ANCHOR LOCATION 4EQTFO�. E.O. EO 1/4."0-20 S.S. M.S. 14 W/ NUT k WASHER POURED CONCRETE O 9" D.C. OR 8 1 3/4' OR CONCRETE SLACK SS. S.DS. O " O.C. REQUIRED ONCRETE ANCHORS �0 WALL MOUNTING INSTALLATIOORODUCTRENEvrI:r, (SEE SCHEDULE ON SHEET 7) w wrnplyL'tg with the Fiwim DOildoxS Cade 8 B.0" SILL &, ADJUSTABLE Ae"p�"`eN"�j; °, 5.1)1 LOOR MOUNTING INSTALLATION E Oal"41c, ryvzc-vz, Bp 41' dun mob iE •��/illllu•' PRODUCTREVISBD O s..plyingwilhihoFloddo U BulldiugCod. eecpten. Nol - W OI Exp Lion Data !7 n gy I D uc1COnLn)I S Velocity Hurricane Zone) No, 01-12 (R51-06) 1 4 OF 9 X7LY2.%ETE CR OG2�TF elaar WALL KE000 D POLOLm COACRE%E OR CONCRETE • CVTNfRElE ANCffORS O 12' O.0 FOR MOCK WA[L RL�NAVm J' H&Z E0. FVR 2.S' OR 2' USE COVOMM AN tors AT e- as �OR .��� +�, 0,1 8 t� 'caTeeErEANrrrolso rz' � 0 $ & ®+ OR ® a.c FDA!] r'caNEO. 70R LS' OR 2' OF CAETE ANCHORS AT 6' as ------------- rrp -2 - - - ------ O M ALM n AtvD. POR@ SECTION C TOP do (5£E NOTES) SECTION A A — war (606J-TD ALLOY k MZPER) 2W-k1/n7% SIZE ALLM AM" fiP/BDHOM W/ (4u/10%A-.1 W11. Oq /l4xT/4'SYS TO NRE AND (;TJ/!S X�2 r M rA/CORS POST CONNECTION DETAIL CONCRETE AYCRORS O 12' aC FOR J' M. E0. FAT 2.3' OR 2' IISE' 6OP.CAETE EtlS W ; 4'S— ANVOMRS AT 0' a0. n4- LEY& WOOD S UDI Gw ArWYAECO . JCS --____________ ________ AlS1Wc L'fAS9� as - --- _=`= 2 ro m N WO1m � $ 1%. IAC�SCRElYS ® 9' O.0 A EMf1fDd/fNYTO L70SMRFADEO TING WOOD. a SECTION B ----= F•ND CLOSURE ALTERNATE ------ -- PRODUCTRENEWIM 02 CI=yigq wish the Florid: 8uildlog Code Acaept:cut No%lj — 25. 01 �14ra/4' SLLs OR flan Dare v22 ALuu roP RnEr o ns dacL Can4e� SECTION F DI.WL M'LON tYHEE15 WTIl1 a190' BY 1.100' LCRO NriON GVpDL: wlnT NO Yf LD. LlA/OLS Ar TOP OF NVIE2'mm SKIS SPACED MU4LLY, MUM M M ONE NO, 14 OY J' LKX =0 RN SCREWS DING' DWIETER DY 0.390' HYOM OWDE WiRf NO I a WMR AT 70P AND Mow w EACH EXa M SLAT, FAMED WIN ONE No 14 BY J' NIX f MD RN SCROYS 0.490' DLWEIR or DASD• MMON ww. WIM NO M4MM AT TOP AND DOTlWI OF FAOI RIIFFI'OR SLAT, FAMEDOMONE AMI4.OY J' NFJr MED wM SCBOM OJSO' DA001 BY 24' LOYO ALMNOM LOCX PK AT TOP AND 50"0 r OF FACN IMM SIAr FAffENm NTnI OHE 10-24 or wa' &ONO MAW TURN SCREWS. OR WOOD SECTION E YKSTUMDS R 017. NOTES FOR LOCKfNO OF 2M&M PUSH BOTTOM LOCK MAY BE USED FOR ENSTAEIAMAM SECURED FROM THE 07SME OR WSIDE OF SHUTTER. WHEN INSTALLING OM TN OUTJ I A 7 B'D HOLE 9OiLL BE DRR AT J AND MUST RE R f7TOM 1HE HACK OF JTO fR W/ (2)5/16 A ALUM POP RNE7S A J/ C HOLE MUST THEN BE DRILLED AT ©ro V. WHEN INALLOW S NOI� FROM TASSHERWSW& ® MUST BE MEMO TO 2 W/(2)J/fB 0 ALL/M, POP NETS J/ll'o NOLE TN BE DRILLED INRC/ J�AND Z�TO ALLOW iOR PJN f0 PASS AIRU, 5/16'%; LOCK I('B AY DE USED ALTERY47NELLY TD 2(ai LOCK fDR WSTALNRO SECf1RED fROAI TN£ OMME OR DE OF SNU7IER. / TH15 A 5 R-E HOL,� SFUlL BE !Xd'LCEO IMLU A 15 W A DRILLED O (2) STWl E' TAPPED TO f T t REA0.4 PER INCH ALLTI7NE SCREW. EXISTWO CUSS 'CREWS 0 9' D.C. MIN. THRE.IDED TO EXISRNG WOOD. SCALE: 2` DATE: 4-22-2015 F.B.C. •, (High Velocity Hurricane Zone) SECTION G DWG No:01-12 (RS1-06) SHEET 5 OF 9 MAXIMUM DESIGN PRESSURE RATING "W" (p s f,J AND CORRESPONDING MAXIMUM SPAN " " S OME. ALLOLOWABBLLE W MAXIMUM ALLOWABLE DESIGN SPANS M/N/MUA1 SEPARMl70N 70 GLASS (ID.) WIND LOAD DES7CN 'W' SECRONS 5 TD a WALL MOUMINO INSTALLA770NS 1 SECTIONS 1. 2 & 9 Fl.00R/CEll1NC MO INSTALLATIONS SECTIONS J & 4 fLOpR/CL]LdJO MOU fNSTAUA710NS SEORON f0 WALL MWNRNC lNS7ALLT770N IaaN sAu»rAs arswim mnav art M,asT ao-o• DmaOOH W eurnmo mm dffiffa s r�:'� �0i£ aoA=1�v 1�AtAK1lAa a B ra L+ L- L- 12-4 L+ 12 -4 L- 12 -4' L+ 12'-4" L- 12'-4' IiFiUMM AT BOMW LR• sHBTTEx Ar B0 nANMn 2 3 4" 30 12 =4" 12'-4" 12'-4" - - -rz - 12 -4" 12'-4" 12'-4" 12'-4" 3. 2 3 4' 40 12'-4" 12'-4" 12'-4" 12'-4` IT--4-12'-4" i2'-4" 12'-4" 2 J/4' 45 il'-10" 11'-10" 11'-10" 114-to- 12'-4" 12'-4" 12-1". 12'-3" 2 3 4' 50 11'-3" i)'-J" 11 -r 11'-5" 12'-4" T2'-4` 11'-—if - 12'-1 3" 2 3 4" ss !0'-9" 10'-8° !r'-0" 11'-0" 12'-4^ r2-4" 11 -8" 12'-0" 2 3/4" 60 10'-3" f0'-J" 10'-7" 10'-7" 12- 12'-4" 1V-6" 11'-10^ 2 3 4" 65 9'-10" 9'-10" 10'-2" 10'-2" 11'-6" 12-4" 11'-3" 11'-9" 2 3 4' 70 9'-6" 9'-6" 9'-9" 9'-9" 11'-1" 12-4" 11'-1" I 11,-6" J. 2 J 4" 75 9'-2" 9'-2' 9'-4" 9'-4" 10'-9' 12'-4" 10'-10" 11'-4" 3^ 2 3 4" 80 85 8'-10" 8'-7" 8'-10' 8'-7" 9'-4" 9'-0' 9'-4" 9'-4' 10'-5' 10'-1" 12'-4" 12'-4" 10'-8" 10'-5' 11'-2' il'-O" 3" 2 3/4" 2 J 4" 90 8'-4" 8'-4' 7- -9- 9'-3" 9'-f0" 12'-4" 10'-3" 10'-10" 2 J 4" 95 7'-8" 8'-2" 8'-6" 9'—J" 9'-6" 12'-4" f0'-0" f0'-8" 2 3"4" 2 3/4° too 6'—JO" 7'-11" 8'-4' 9'-1" 9'-4" 12'-4" g'-10" 10'-6" 2 J 4" 2 3/4' 105 6-J" 7'-9" 8'-1" 8'-10" 87-10" 12'-2' 9'-7" 10'-5" 2 3 4" 2 3 4' 110 5'-6" 7'-7" 7-9` 8'-8" 8'-6" 11'-f1" 9'-5" f0'-3' 2 3 4" 2 3 4' 115 4 70" 7'-5" 1 7'-3' 8'--6" 8'-O" 11-8" 9'-2" 10'-2" 2 3 4" 2 314 120 4'-2" 7'-J" 7'-2" B'-3" 7'-7" 1f'-5" 9'-0" 10'-1" 2 3 4" 2 3/4" 125 3'-6" 7-1" 7'-0' 8'-1" 7'-3" 11'-2" - f0'-0' 2 3 4' 2 314" 130 - 6'-11" - 7'-11" 7'-o" 10'-1f" - 9'-10" 2 3 4" 2 3 4" 1J5 - 6=10" - 7'-10" 6'-9" 10'-9" - 9'-9" 2 3 4" 2 3/4" 140 - 6'-8" - 7'-8" 6'-6" f0'-7" - 9'-8" 2 3 4" 2 3/4" f45 - 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'-8" 2 J 4° 2 J/4" 155 - 8'-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 3 4' 2 314 165 - 6'-2" - 6'-O" 5'-6" 9'-9' - 9'-4" 2 1 2" 2 3/4" 170 - 5'- r 1" - 5'-8" 5'-4" 9'-7" - 9'-3" 2 f 2" 2 314 175 - 5'-6' - ' 9'-5" - 9 =1 " 2 i 2' 2 3 4" 180 - 5'-2' - ` 9 -4" - 9'-0' 2 r 2" 2 3/4185 - 4'-lO" - WS-01 " 9'-0" - 8-11 2 T 2" 2 3 4190" 8'-f0" - 8'-9" 2 1 2 2 3 4 8'-6"4200" 8'-O" (I) L+. ALLOW48LE SFAN DUE TD POMW DESIGN LM +W ( 10 L-: ALLOWABLE SPAN DUE TO NECAMS DESIGN LOAD -W (pil� 642W POSInK LOAD (W(W+) AND fiEr4VW LOAD N-) - 1099FY TYPE OF INSTALLATION (WALL NOUNDNO, FLOOR NOUNMNa -ETC.). - UEMUMIE VALUE CF L+ AND L- FROU TABLE FM ANA7UUM ALLOOBLE SPAN SHAD BE EQUAL TO THE •7MWaR8f' OF VALUES OF L+ AND L- fyAFTER THE UAWNUM ALLOWABLE SPAN CHECK SCHEDULE TABLE 0844IN AWXMeOM ANCHOR SPACING. REMEUBER TO SELECT ANCHOR SPACING USING NEGATIVE DEWGN Lam (W P+0 DUAL NYLON WHEELS WITH 0.490' BY 1.100" LONG NYLON CUID& WRH NO I.O. MARKS, AT TOP OF INTERIOR SLATS SPACED EQUALLY, FASTENED W9TH ONE NO. 14 BY 3" HEX HEAD PIN SCREWS. a490" DIAMETER BY 0.590' NYLON GUIDE, WITH NO I.D. MARKS, AT TOP AND BOTTOM OF EACH EXTERIOR SLAT. FASTENED Wf7H ONE NO. 14 BY J" HD( HERO PIN SCREWS. 0,490" DIAMETER BY 0.620' NYLON GUIO& WI H NO MARKS, AT TOP AND 80T7DM OF EACH INTERIOR SLAT FASTENED WITH ONE NO. 14 BY J" HEX AHED PIN SCREWS OJSO' DIAMETER BY 24' LONG ALUMINUM LOCK PIN, AT TOP AND BOTTOM WEACH LOCKING SLAT, FASTENED WITH ONE 10-24 BY 0,470" LONG THUMB TURN SCREWS At YERM ET IMEEF: Al SECTONS (/] de (Aj ON THESE CROUPS CAN BE COMBINED AND MOST Bf TAK ME LOWEST Spm B) SECTIONS (1 & (2) ON THESE CROUPS CAN BE COWBIWD AND NOSE BET TTIE LOWEST SPAN. TO OBTAIN ULMMATE WAD PRESSURE- A11CWA9L I aeM PRESSURE_ SWIM FURGIIE IT.:ALLOWABLE uLiIAIBT pM D.e PRODUCTRENFWED e9 ONOVI ying with the Florida Bonding Code Aaxptanca No rj ; 01 annacDJ i$ ZZ By M• i -tan a: �'T�►llll11111��" Z) PRODT1C7REVISED OV -complying With the Florida Building Coda W Acapwtce No Bt�i 'on Date . AIR By Mien it Omt: I Q F.B.C. Velocity Hurricane Zone)' No:01-12 (RSi-06) T 6 OF 9 2$a>\O5 m V V V 'dNNSigI uo c o0 oT ba o� o+� va cn • Nm2>>pz {(¢o�j }Q�A, - m3 �s �s ass O# ��3 p1 b` I .Zng b t o O b G p b 5 b- - " �S • C� O II�lI 9 V o. q Y � ZZ b b b b b b m b b b b m b b n$ pp NyC� URN in O �2p€r mn FO O p` � m W N V N N 4 y V b A m m m m m m m m m m m b b m b m m b b j�u � �q h K s fob '` ?� m m m b m m b b b b a+~ 14�oz p p a p p p p p p p p o p p y N x F T zQVI u rA 4 1 b b V b b m m m b b b b m b b b b b w� L i O G O W A g W# Q W y '� W G � U g 4 •N N N g y A G m� m m V b b lei ,ym �q o�� ,a \ \ u O pl o C Y \ \ \ \ \ \ \ \ \ q \ y V 4 m C z 31 �yy2 p p p p p p p p p p p p p p Zq U N U N A V b U b m bro V p� ME N �g z v a �n mpygp &' a . Q C N' m , m , Eb o \\\ a yO RS ! ALUMINUM SHUTTER »..,, ^a c < c s§� C �Q ' .L �� HIGH VtlOCOY SHUTTER SYSTEM V M ROWN BGSI FAX 05) O n• qX pv ` . PHONE ( 4J7S W FIJI (305) 433-3527 �a 9W5 NH 79N AVa' V ± `C tl� F = • � � = IiN•ch fmdw�a. FL S1p10 Engineering Inc ....,n,•w.� .. N e G :� (• Q [1T/L N0. Z7833 RLv.. W 11E90t9IlON N7[ r: 117l8 S.W. 1531d Pla- t mc. tao-m tp N m to o n I ':•i C\ MIAM1, F10RIDA 33196 z ...W�mrpvoom. NAM TEL• 786 MI -GM 3 xx u at P. w M?TEL: 30 s-ttm m MIAMI—DRDE COUNTY ` ;„pR •Xiv1f Y Y � " Y 0 o� o o� a b o b 0 aw o V. � b V v "ode '�o� ���.���� O b G p ly � O C 0 C m O V p p G tp 1. 115 to iy a G V N N m� N b N m b a y tl� b b b b b b b b m m b b g S �y0 U a�\ p n u 4 4 f>t H $• y W !n �„ � '¢ U V G N G� g m N N b N tl b b u�c � Nm�� m N G b G m y L! m� m tl m m b b p p p p p p p p p p p p p G u�1q !Si v;OA 2 0�` N 0 o b� c V c V o V V r to gygggl o�� o b 0 o b o 0 o b o i�li i• � G A q G � G N �" m 41 N m yi G b q q u e so N n a�po�� 4 a W W 4 4 N G G a g A� N q� m U q b m V b V m b m b b b b b b i�o C1 p gNST210 w O�� 0 o e N ,a a'p\ _ ,{.•�oA z o� o o+,� 0 0 b o o�ow V O V V V. ICE OS O� �3 O� o b O G p 'OO O b C O b 0 1.1� ub m g b m V m b b o�o p tA�ZZCZ a O � p � � o` q' [NOTF�DMEMBERS M'EDFYILLCQNPLF_D WRHMUC1'URALGRRARDE RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS. pci AND SPECDIC CRAww OF 055 STUCCO STUCCO STUCCO DµC_1 = g e G g 1/4'0 LAG SCREWS a 8" O.C. 1/4'0 LAO SCREWS 0 W O.C. 1/4'0 L4G SCREWS 0 8' O.C, a j— g w a l g q s j =;c W/.f 1//22 MIN. THRFAOEO 'L' W/ i 1/2' MIN. THREADED r' W 2 p EMDEWIENT TO EXISTING WOOD Ir'": EMBEDMENT TO EXISTING WOOD J? M 1 1/2' MN.'1HREIDED N ¢041 it HEADER. EMBED N1' TO fOLISRNG WOOD as F 9% �1.. HEADER. •' HEADER. gal 5 a• 6 OR21 �A 12 U)m_&Q 7 — 1 •.�...,.. III I�I $ '�;:.-i;:,, III I I �a "�'�"� III I EXISTING IO'MIN. IIIi III I II!I IIlI n,�❑�, III EXISTING MIN.NO2.4"WOOD EOWG MIN 2k4' WOOD 2'x4' WOOD�i HEADER REQUIRED EXSTIN HARREQUIRED EXISTING HADE(i REQUIRED MIN. " GLASS GLAMM 11 SU(SEEELE N SNl7 B MIN. SEPARATION TO GLASS Am MIN. SEPARATON TO C{ASS IXI &r SEE SCHEDULE ON SHEET 8 SII IIIIIIIII ' IfIII I�I !III ' Ro. 10 WALL CONNECTION AT Top 12 WALL CONNECTION AT TOP 15 B.O WALL CONNECTION AT TOP d m I XIclass \p 1 1 I I oN IXCLAmss1B zN { MIN, SEPARATION TO G1A55 I I JIOx3/4' MIN SEPARATION TO GLASS I I I 1 I I 1 I I 1 (SEE SCHMULE ON SHEET 8) I I S.S. S.D,S. I I �? \ q 1 SEE SCHEDULE ON SHEET B I I I I 6 I MIN. SEPARATION TO GLASS a 12' O.C. I I z❑ `� 4 , • ,�� I I SEE SCHEDULE ON SHEET a I I { I I ❑ m I I I I I n I I I q SCISTNs�1 8 IIII �8. I� m o� IIII IIT, td 1 IIII �I I IIII MIN. III s 1 11 I p IIII III ^ I WALL WALL II 9 WALL Iw FlNISTI I 1 IIII . D FINISH I I IIII ; FINISH ALTERNATEANCHOR •'i'.�;i1, `';I \ �'•i4^r.ov`•"r�Qi� � I �'Lr•,'r�r•v,,. v�i.'y. ��ti LOCATION N•. 5 L_J i '�• 9 //�NH111�11�� .— .N 6 OR 21 o • j, E.Q. E. PRODUCTLT8v1sED O 1/4'0 LAO SCREWS 0 8' O.C.• 1/40-20 S.S. M.S. W/ NUT & WlSHER 0s NY1ng wRE 1ho PloddO SCoda lil sa•: y ... W MIN, THREADED sEDMEM TO E%ISDNG WOOD rh' 1/4'O LAG SCREWS 0 6' O.C. W 1 1 2' MIN. THREADED / // 'a` y; a 9' O.C. OR #ibx 3/4' SS. S.O.S. 0 D' O,C. AwcptAnco NO -O ,D' 4 P on Data 1 17 STUD. EMBEDMENT TO EXISTING WOOD STUD. PRODUCT RENEWED `M 1/4"0 LAO SCREWS a s' D.C. BY ' as Buiidips Codc ying with 1Lc Florida Aoocp"-Nn1 — ZSp/ :y EMOEOMRTT TO EXISTING WOOD 2' MIN. THREADEDa STUD. u CoN 1 ISTINC MIN. 2"x4' STUDS 18' O.C,. MAX. REQ'a O W1C.Qf. EXISTING MIN. 2"x4' STUDS ZZ �N SCALE: 0 18" O.C. MAX. REQ'D. 111,40 _ O 16* D.C. REQ'D.DS DATE: 4-22-2015 11 WALL CONNECTION AT BOTTOM 14 WALL CONNECTION u.l(%oalto AT BOTTOM F.B.C. Velocity 1fi 13.0 WALL CONNECTION AT BOTTOM (High Hurricane zone) DWG No:01-12 (RS1-06) SHEET 8 OF 9 (IF L WOOD MEMBERS SHALL CONPLIm W-THE RONAL Di51GN SPECDIGTgNS CURRENT RECOMMENDED INSTALLATIONS AT .STRUCTURAL WOOD MEMBERS nmN. NENIMUM OF STRUCTURAL CRADE ' a g =2000 Pal AND SPECIFIC GRAVITY OF 0.55 a EDGE ' MIN, E.D, MIN. E.D.m N a APPLICABLE) EDGE (IF APPLICABLE) (IF APPLICABLE) E OF APPLICABLE) Z g 2iif T EXISTING R 1/2• 1 " TX STINGSES WOOD =6P�{! g p C D.C.RREQUIRED 1/2OR D.C. REQUIRED —�cp�� ,r 1-{ lIii p1ax3/4' s.Ms. 1 EXISTING SOFFIT 3/4" Max. TKK. 14- NG SOFFIT 3/44'' Max. TNK. S O 6" 0.0 I 1'x4•xi/6" CONT. ALUM. TUBE LA80 ROR 814x3/4" S.MS 1 ®e• O.C. 1'x4'.1/8' CONT. ALUM, TUBEM.MAX. aAWT(2 1 4'0 - w G SCREWS EwH( LAO; °R I TRUSS. LOCATE LAC SCREWS AT I MIDWIDTH OF EXISTING WOOD I TRUSS LOCATE lAO SCREWS AT % EXISTING I CUSS I 1 I IIII MEMBER. (2' Mal, NOMINAL WIDTN) W/ 2" Min. PENETRATION OF THREADED I EXSTING I I I j 1 MIDWIOTH OF EXISTING WOOD MEMBER• (2' Min. NOMNAL. T1m1N) W/ 2' MN. PENETRATION I I IIII I T— AREA. THIS 3 INSTALLATION IS ONLY VALID FOR GLASS I 1 OF READEO AREA. THIS 1 MIN. SEPARATION I III CLASS IIII a WOOD OF 0.55W/ MIN. SPECIFIC GRAVTY I I �;I I IIMIN. SEPARATIONI �I I I INSTALLATION IS ONLY VAUD FOR MIN. SPECIFIC GRAVITY T (SEE SCHEDULE TO LASTO I 1 OFOOA/ ON SHEET 6 1 I I I (SEE SCHEDULE I 3GGi11 I I. I j I •I oN SHEET e i I I • pRODI1CT Florwa o � n I I Tb P I I to eomplYiDg wilh'b' BULIdIDR C Nc c� o AeOC�" •° Ihte [�.,,Z r ■ f2 m d 'N 7�6 •N• �i 10 }HOLLOW CEILING MOUNTING BY INSTALLATION i 2 HOLLOW CEILING MOUNTING INSTALLATION w F f r r 1[ILL4H/I/ i 1 1 I I 1 1 1 I MIN. SEPARATION I 1 1 TO CLASS I I o I I I I \ 0 I 1 a (SEE I zw SCHEDULE I I z6i: IY ON SHEETS I 1 I I I I 1 y MIN. SEPARATION I I d 1 I I 5 EXISTING�T CVSS \ 1 11 I R 1 (OEEN SGIA SHMESDSULE EET B I $ I.q I I Vl III I I 1 I I I 1 1 I MIN. SEPARATION LSS I I 1 (SEE SCHEDULE MIN. WOOD DECK W/ I WOOD ON SHEET B) ITT I IT T I a • N 0 I MIN. SPECIFIC I I GRAVITY OF D.55. OF I IF I DECK W/ I MIN. SPECIFIC / 4x3/4' S.S, 14x3 4' S.S. S.D_& GRAVITY OF 0.55, MIN. S.D.S. 0 9' O.C. O 9' O.C. ED& OF I WOODIDECK W/ MIN.SPECIFIC GRAVITY OF CIFIC "I I I O IF DECK IF 1 APPLICABLE EDGE OF DECK IF I 1 III PRODUCT RRVISED U 0walplyinSWi01111PFlorlde APPLICABLE BuI1dhBCode w o 9 _ 0 O E � � °nA Da e /� 3APPLICABLE ♦/ EDGE OF DECK IF APPLICABLE EOSl°FBOF O Control I ALTERNATE ANCHOR 1/4'A TAD SCREWS O 6" O.C. W/ 1 1/2' ALTERNATE LOCATION MYIN. l-MI UEO EMBEDMENT ANCHOR APPLICABLE L/4'0 SCALE: DATE: 4-22-2015 TO STING LAO SCREWS O 6" O.C. W/ 1 1/2' 1/4'P LAG SCREWS O S' O.C. W/ 1 1/2' WOOD DECK,LOCATION NON, THREADED EMBEDMENT TO EXISTING N. THPFAOED EMBEDMENT 11 SILL & ADJUSTABLE FLOOR WOOD DECK. TO EXISTING WOOD DECK. F•.B.C. 14 SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION (High Velocity Hurricane zone) MOUNTING INSTALLATION OO THRESHOLD FLOOR MOUNTING INSTALLATION, DWG No: 01-12 (RS1-06) SHEET 9 OF 9