|
------ANrHOR3 (SEE $=DNS ON SHEETS 17, 18, 19 & 20)--
<br />MAX. "/171 SAM. 311/112� 48/17, 15111/141, 3 MAX
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<br />841111/21)
<br />(SEE SECTIONS ON SMEETS 17, 18. 19 dt 20)-----�
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<br />INTO EXISTING WQQQ STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-2 IANG STORM PANEL SHOWN ON THIS PRODUCT VALUATION DOCUMENT (P.E.D) HAS BEEN VSRM FOR COMPLIANCE IN 8.1) MINIMUM EMNOMIENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 & PANELMAlt PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING COX- BLOCI( SMALL BE 1 1/4'.
<br />77-Y-71
<br />-0 X 7/e C4U(-lN AMC WAU BE IS 7/0- INTO WNCRIEM
<br />71 1'[
<br />DESIGN WIND LOADS SMALL BE DETERMONED AS PER SECTION 1620OF THE ARMAK MENTIONED CODE� 0.2) MINNUM EMBEDMENT OF 1/4 Hm
<br />MR A WIND SPEED AS REOUIRRO BY THE JURISDICTION WHERE THESE SMAJTTM WELL NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />X FOR A DIRECTIONALITY FACTOR 101.0.85� USING ASCIE 7-10 AND $HALL NOT EXCEED IN `LEG 1/4' 0-20 SS WDEWALK DOLTS USED SHALL BE LONG ENOUGH(SMIDULD ANY FINISH MATERIAL oasr) TO
<br />HEADER WOOD WADER
<br />I-ftwm `�< .1", 1 REQUIRED -0 TAPCON 0 $- DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ENAGAOE 311V IWO ANCHORS.
<br />WOOD W-Am
<br />1/4-0 TA -CON 9 d- D.C. MIN. THREADED M ORDER TO VERIFY THE ASME rOINDRION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15
<br />1/4
<br />AT WOOD SMALL BE FIRST REDUCED TO AS.M DESIGN WIND Lo" By MULTI THEM BY 0.6 IN ORDER TO 8.3) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND CAN THE DISTENO WAIJ-
<br />WOOD T� A HEADER TO COMPARE THESE W/ WAX� OLS.D) DESIGN PRESSURE RA71NM INDICATED ON SHEETS 25 & 26. ANCHORS $HALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE a) -C
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<br />HEADER MOM HEADER HEADER 0
<br />SHALL BE AS NFIN11*14E� IN 8.1) AND IN 0.2).
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<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER SPIESISED, A &IX INCREASE C%-j
<br />IN ALLOWABLE STRM FOR WIND LOOMS WAS AM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.DS, 2015. (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND WECIFICATIONS OF THE ANCHOWS C= 1--
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<br />4\ 2' STORM PANEL'S APEOLACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />WOOD HEADER WOOD HEADER
<br />REQUIRED --
<br />-- RECURRED I THE ABOVE WDITIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 0 2032, AS PROTOW-S TAS-201. 11 IT SHALL BE THE RESPCN-98XM OF THE CONTRACTOR TO VERIFY THE WAUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />i CL. 1'-L'4 X
<br />TAS-202 AND TAS-203. IS TO BE ATTACHED TO ENSURE PROPER ANCHORAGE� THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK M
<br />FA, T,7
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<br />FROM THE INSIDE IF STRUMURE, WIND INTTBJSION� CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />CD
<br />To 4ILA"m mil, SD*RVM LENGTH. LD
<br />PAWL M- =0---- �QLOSS I M GLASS 3. SERIES TODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS ftEOUIRED TO BE
<br />(SAM smAclux (S" S:Hmku =:) (3 cz
<br />Ifian G) PANEL LINOTH mov 10 PERFORM FROM THE 114SIOE OF STRUCTURE= 13. STOW PANEL INSTALLATION 9011 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY SAJILOING AND ZONING
<br />(SEE NMILIMSEHOW) (SEE NOTE I mum EXISTING OR SAW 16) REGULATIONS PROMIDED BY THE TURISMICTION WHERE PERMIT IS APPLIED TO.
<br />=IS- PANEL LENGTH PANEL LENGTH 1wh SOPARM`- ^L� M- CLASS 4. SERIES 2000 INSTALLATION IS APPUCASLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS
<br />(SEE NOTE I BELOW) =E- nG a6m (SEE NOTE I BELOW) "L* 1A., INSTALLATION 6 REOLARE0 TO BE PERFORMED FROM THE INSIDE OF STRUCTURE WHEN
<br />M SHUT 03 1/4-0-20.1- -(Sa PANEL LENGTH PAMEL LENGTH
<br />3S --- w / ON (SEE NOTE I KURA) 1/4 ALL ALUMINUM EXTRUSIONS TO BE 600-T6 ALLOY AND TEMPER� (UNLESS OTHERWISE NOTED) I& (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE
<br />M al UNIT 15) m Sw
<br />------- INFORMATION FOR A SITE SPECIFIC PROJECT, I., WHERE THE SITE ODNOTTIOW OLWTE FROM THE PE.O.
<br />IT.
<br />NUT w VVIARIT3132'
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<br />MB NUT S. ALL ALUMINUM SM9Er METAL USED AT CLOSURES SHALL HAVt 3ID5-HI4 NILLOY. (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION, PURCHASE AND INISIALIAMON INCLUDING LIFE SAFETY OF
<br />7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. ASTIM A-653 GRADE 50 Min., CALVANIZED STEEL THIS PROD CT USED ON THIS P14. PWXWD HE/SOE DOES NOT DEVIATE FRW THE CONDITIONS DETAILED ON Cr
<br />DESIGNATION W/F�- 50.5 kai (AFTER ROLLED), TH:S DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPOAMBILITY
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<br />.1 2 1
<br />INN, THREADC) L RI AM DOCUMENT WILL BE CONSIDERED iWAUD IF MODIFIED.
<br />p PEREIRATtON AT 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 516 N54 SERIES OR CORROSION RESISTANT COOED CARM SaU AS PER M (0) THIS PRODUCT EVALUA
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<br />d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />7 E� 9. BOLTS TO BE ASTM A-307 GALVANIZED SMEL, OR AM 304 SEWES STAINLESS STEEL WITH 36 ke MINIMUM YIELD STRENGTH.
<br />USE OF TIN P.E.0- ENGINEER OF RECORD, AC71NO AS A DELEGAM ENGINEER TO THE P.EO. ENGINEER, SMALL .7 L I
<br />10. ANCHORS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATMR THE shE spEanC DRAWINGS FOR REVIEW.
<br />N 1 - . - --,
<br />7
<br />(A)
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<br />RECORD THAT PREPARED IT,
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<br />NUT WING, t 114-10 PANOLMATE FEMALE 10 & PANSAW1 PLUS AKNORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709-9.3 OF FLMOA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING,
<br />1/2 O.C. WASHER (BEYOND) WASHER 0 12 1 OX. (Ve-3350 p..I.) LA9aJNG TO COMPLY WTTMI SECTION 17D9.91 OF THE FLORIDA SUILDINS CODE, MIA, 0
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<br />!2,. -f- - 0. \-I I'll- W/
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<br />L 2.4' WOOD O.C, REQUOMtED WASHER
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<br />A,3) N CASE THAT PRECAS3` STONE, PREGST CONCRETE PANELS, OR PAVERS BE FOUND ON THE CXISDNG WALL OR
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<br />WALM EMEL I LIFE SAFETY.PANEL "141410 SCALE 3/8--l- IIAM M1000""'U'll ALM ON BE AS MENTINED IN All AND IN AJ)�
<br />SCALE 1/S*.i* WALE 31e. I
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<br />91 EMILAR PANEL
<br />MR 6=9 MLI
<br />SCALE 31W-1- E SCALE 3/a--1 FLORIDA BUILDING CODE (fth Velocity 14U cons Zone)
<br />L INSTALLATIONS ME MY WILD MR U)WGS WITH &r.D. DESIGN LOADS FLORIDA BUILDING CODE (High Velocity HIM cons zono)l FLORIDA BUILDING CODE �Htgh Velocity Nu one Zone) 1/4- 0 TAFACON ANCHORS AS MANUFACTURED BY I.T.W. BUILOM INC.
<br />UP TO +55A -no PSF NO A&KAMUNGTH UP TO W-Jr. 0= Mc. r1p. 1 4 0 X 7 CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (fm-1500 pa,L)
<br />E 14o.4 167 No 44 20 GAGE GALVANIZED STEEL VM PANEL -AALE TO AND PAMID
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<br />2. MR NEW WOW FRAME CONBTRUGnm MEMBERS To BE Sourrdm DRAW ft L WALLAMONS ARE ONLY VALID FOR BUILDINGS WITH AALO DES" LOADS = *..
<br />PRODUCTS Q'-2071 pAJ-)
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<br />1� -0'. - GLOBAL PROTECTION PRODUCTS. LLC. w'mam'"" GLOBAL PROTECTION PRODUCTS, I.I.C. 04114.
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<br />FINE NM 2, W1 SPECIFIC DENSITY Of O.SS OR EQUAL MID. tAAMPAMY DAAV� M. 33314 A- =14
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