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A I L&I "A .-..aAAdkA1 Mg", uALL A i
<br />-------ANCHORS (SEE SWTIOMB ON SHEETS 17. IS, 19 A, 20)
<br />�3' WX 416 3* MAX.
<br />WAS,
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<br />OPTION #2 FOR UFE SAFETY STORM PANE
<br />ELEVATION
<br />WALE 3/1$"-1*
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<br />I irk- , -
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<br />Max. PANEL LENGTH
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<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
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<br />I MO NEW WOOD TRAM CONSTRUCWt WOOD MEMBERS TO WE SOUTHERN
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<br />Ccont TRAM TOP At BOTTOM. (2). 00 PAWS SHALA. ALWAYS WE CONNECT WALL BY MEAN OF
<br />SHALL BE CONINEC' To W4
<br />(2). IrDS ALWAYS TK AERVIRSE A STOP BAR PANEUAAM Olt, IF
<br />OP CONNECTED TO BOTTOM TRACK Or oWnoocmmmff 0001"14;Z-21
<br />=SPAROLLIDED A? Of SUCH PAMELS. F EG At
<br />(3). SKILL CON= OF rl:(Z3.i
<br />L/47- - - MI.. THUMBSCREW (3). MR COB WHEN END IIIANICILS ARE jE�W
<br />UMAM' WFM WIN Al EITHER OF TWO Tnjl.(p AT
<br />PWZ/"5 LIM
<br />EXTERIOR RAT nA*4m OF END AMIEL DO PANELS ARE MOr STOP w
<br />(4). IN CASE = TO BOTTOM TRACK .. A STOP 90 j".om NK Pr4vm AT " or
<br />W -ffT%o:=.- K CONNECTED04; BOTTOM TACK 0 E=
<br />y g. (4). =a= WHEN DO PANELS AMID WINE ANKIWOR PANELS AM DIRECTLY
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<br />MY MAY K USED
<br />TO BOTTOM TRACK MINY OCCUR AT LOCA1110M. %.T.O PANELMAT13 SHOWN ON ELM
<br />SEE SECTION 1'. 3' Ai C ON SHEET 24. SEE ANCHOR SO4EDULE ON SHEET 25. EDGE DISTANCE. FOR TED I C%= = U=SM AM BE IN.ALLED
<br />NOT NEED TO ONE CONNW THIS V
<br />(4 M
<br />SUCH LEFT 6 RIGHT SIM OF PINKEL) Nw[
<br />THEIR mmomon.= III.
<br />AT AFY TO INALL
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING PORED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />1. E-Z AMA STORM PANCL SHOWN ON THIS PRODUCT ro"ATION DOCUMENT (PXD.) RAS KEN VERIFIED FOR COMPLIANCE IN
<br />&I) NOONAN ENDED" OF TAPCON ANCHORS AND PANEWIE FIDULE 0 Ar PAHELMIkTE PLUS IMTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (70% EDITION) OF THE FLORIDA, K"= CODE
<br />mLoc 94ALL BE 1 I/r.
<br />DESIGN WIND LOADS $HALL K DETERMINED AS PER SECTION IBM OF THE ABOVE MEWFIONNEG CODE.
<br />&2) WO" BMMMDIT OF 1/4-10 IT 7/9- CALK-414 ANCHORS WALL BE IS 7/8- Mito CONCRETE.
<br />MRA WINED AS REOUREID My THE "ASOICTION WHERE THESE SHUTTERS WILL K INSIAIIALD AND
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />FOR A DIRECTIONALAY FACTOR Kd-0.05. USING ASIDE 7-11 AND SHALL NOT ExCttD THE wMmMUM (A.S.D.)
<br />)/A- f-20 55 WEV^X SOLIS USED SHALL BE LONG ANY FINISH "TENK ONST) To
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26.
<br />ENGAGE 3/4- NATO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOK CONDITION. ULTIMINTE "M WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL K FIRST RERM TO A.10. OWN WIND LOADS BY MULTIPLYING THEM MY 0.6 IN ORDER TO
<br />&3) IN CASE THAT PRECAST SICK, OR PRECAST CON PANELS BE ON THE [Mnm WAL
<br />CRETE FOUND G
<br />TO COMPARE THEIIE W/ MAX. (0LILD) DESIGN PRESSAINE RATINGS INDIC017TV ON SHEETS 23 0 211.
<br />ANCHORS SHALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE KHOO SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN ILI) AND IN 02).
<br />IN DOM TO VERIFY IMT COMPONENTS AND ANCHORS ON INS P LO. AS IESI WERE NOT OVER STRESSED. A 33% INCREASE
<br />W ALLOWABLE STRESS FOR WIND LOADS WAS fia USED IN I Z4ALYiS. FINSTIENERS SPACING TO I" am
<br />DETERMINED IN ACCORDANCE WITH ",S. 2015.
<br />(C) ANCHORS WALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS or THE ANCHOWS
<br />STORM PAWLS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ASOIIE MENTIONED CODE AS PER FENESTRAWN TESTING LABORATORY. PC. RUM f 2032. AS PROTOCOLS TAS-201.
<br />11 IT SHALL Of THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS THE STRUCTURE WHERE SHUFFER
<br />or
<br />TAS-202 AND TAS-203.
<br />a 10 K AITACHED TO VASURE PROPER ANCHORAGE IRS SHIJTITR 94ALL ONLY K ATTACHED TO CONCRETE. BLOCK
<br />2. THIS SYSTDA PAS KEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSVIO THE FROM THE
<br />OPENING
<br />INSIDE W/O THE UK OF A LADDER OR UFT. THIS A"LICATION IS %XV WHEN INSTALLATION 6 INTENDED TO BE PERFORMED
<br />12. THE 94TALLATKM CONTRACTOR IS TO SEAL/CAJAX ALL mwntm COMPONENT Mm wNic" wAmm IN cour"jous
<br />FROM THE INSIDE OF STRUCTURE.
<br />CONTACT WITH THE BUM" TO PREVENT WINQ/RAIN INTRUSM. CAULK AND SEAL SHLYYDR TRACNI; ALL AROUND FULL
<br />LENGTH.
<br />3- SERIES ION INSTALLATION IS APPLICABLE TO SINIGU AND DOUBLE HUM STYLE WINDOWS WHEN INSTALLATION 6 RECLAIMED TO SE
<br />PERFORMED FROM THE INSIDE Or STRUCTURE
<br />13. STOW PANEL INSTALLATION SHALL COMPLY NTH SPECS INWATED Do THIS DAW04 PLUS ANY BUILDING AND ZONING
<br />KOULXTQNS FRONIDED BY THE JUIVIDICTION WHERE PERMIT IS APPLIED TO,
<br />4. SIM 2000 INSTALLATION 8 APPLICABLE TO SINGLE AM DOUBLE HIM APO HOINZONRAL SuDERS STYLE WINDOWS WHEN
<br />INSTALLAMON 4 RIDOUP" TO K PERFORMED FROM THE PAM OF STRUCTURE.
<br />14, ATRIUM W94DOWS AND DOORS, INC. E - 2 HANG STORM PANEL VSTTGT- S VOW MOM
<br />-111 ALLOY AM I
<br />5. ALL ALUMINUM EXIMUS04 TO BE $063 (UNLM OTHERWISE NOTED)
<br />15. (x) THIS PROD= EWILLATION UMENT
<br />�&X . �.JLPREPARED By THIS ENGINEER 15 O1DXft AND DOES NOT PRDIAOE
<br />INFORMATION FOR A SITE PAIM . WHERE THE SITE CONDITIONS Ob-Alt FROM THE P.E.D.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY.
<br />CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AM INSTALLATION INCLUDING LIFE SA:rTy OF
<br />7. ALL SIM SHEET METAL PANELS SHALL KIME STRUMPAL OUAIJTY SIM, ASTIA A-4413 GRADE 50 Min.. GALVANIZED SIM
<br />THIS PRODUCT BASED ON THIS P.LO. PROADED HE/SHIE DOES HOT DEMATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- SOLO Iwx (AFTER ROLLED).
<br />THIS DOCUMIENT. CONSTRUCTION SWITTY AT SITE IS THE CONTRACTOW'S RESPONSIBILITY
<br />0, ALL SCRM TO SE STAINLESS STEEL 304 OR 316 AIM SERIES ON CORROSION RESISTANT COATED CARBON STEEL AS PER ON
<br />(9) THIS PRODUCT EVALLATION DOCUMENT WILL BE CONSIDERED ONVILIG IF MODIFIED
<br />5OOiS W/ 50 kal MA VR04TH AM 90 #W TENSILE STRENGTH A, SHALL. COMPLY W/ nmm VULOM CODE SECTION 2411.3.3.4.
<br />(d) SITE SPECIFIC PROACTS SHALL BE PREPARED BY A FLORIDA REGIFIERED, ENGINEER OR ARCHITECT WHICH WLL
<br />9. BOLTS TO BE ASIM A-307 GALVANIZED STEEL. Olt AIM 304 SERIES STAINLESS STEEL. WTTH 36 W MINIMUM YIELD STRENGTH.
<br />BECOME THE D4kM OF " FOR THE PROJECT AND WHO WILL K RCO04W FOR THE PROPEot
<br />0, R".B.)
<br />USE OF THE PI.D. ENDOW OF . ACTING AS A DELEGATED DMNM TO THE P.CD. ENGINEER, SHALL
<br />10. ANCHORS 10 WALL SKILL BE AS FOLLOWS:
<br />S~ To THIS LATTER THE SM SPECO DRAW" FOR Rr4rWL
<br />(A) TO UUMM POlMn CONCRETE
<br />I-) THIS P", SHALL SEAA THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE ENGINEER OF
<br />1/4'o TAPCON ANCHORS AS MANUFACTURED By LT.W. BUILDEX. INIC. (MIM. V-3192 P.L)
<br />RECORD THAT PREPARED fr.
<br />I /4' 0 X 7/0* CALK -IN ANCHORS, AS MANUFACTURED BY DENALI W- (MIN. V-3000 p.J.)
<br />014-10 PANDAMITE FEMALE ID At PANELVATE PLUS ANCHORS. AS ~ACTU111EG BY ELCO CONSTRUCTION PRODUCTS.
<br />16. STORM PANEL MANUFACTURERIS LABEL SHALL BE LOCAYED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />ACCORDANCE WITH SECTION 170.9.3 OF FLORIDA BUILDING CODE. ONE LAO& SHALL at KACDC FOR EvERy ()P..
<br />LABELING TO COMPLY WITH SECTION i7ov.95 or THE FLORIDA BUILOPOG COOL
<br />1) MINIMUM VMMKW OF TAPOON M04M INTO POINTED CONCRETE SHALL Of 1 3/4 -AND 2- FOR PANELMATE
<br />FEMALE 0 & PAINELMATE PLUS.
<br />A2) MNUA DOCUMENT OF 1/4-00 x -IN ANCHORS S14%LX K 15 7/6- INTO CONCRETE. NO EMBEDMENT INTO
<br />ANN FINISH MATERML SHALL SO
<br />1/4* o-20 86 ISIDEIN" SOLIS USED SHAILL K LONG ENOUGH(SHOULD ANY FINISH MATERIAL Can TO ENGAGE 3/4"
<br />INTO ANCHORS,
<br />"'N"'
<br />X3) IN CAM THAT PRECAM STONE. PRECAST CON(CRETE PANELS. OR PAYERS IS FOUND ON THE EXXVINO WALL OR
<br />FLOOR * ANCHORS SHOLL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHNO SUCH PAVD.& ANCHORAGE VAAU.
<br />SO AS MENTINED IN AJ) AND IN A.2).
<br />(B)
<br />- 1 /4 - A, TAPOON ANCHORS AS MAKAACTURED BY I.T.W. BUILOCIL INC.
<br />FLORIDA BUILDING COK fth VoWeny Muffloom
<br />- 1/4' A, X 7/6' CALK -IN ANCHORS. AS MOMWACTURED NY DIDIALT PC. (f*..I%* Pe.l.)
<br />- 014-10 PMUMTE FEMAIA ID AND PAMnJmYE PLUS ANCHORS, AS MANUFX7URED BY ELCO CONSTRUCTION
<br />am 111111211, w_
<br />20 " GALVANIZED STEEL STORM PANEL
<br />kin-
<br />-
<br />PRODUCTS (V"2071 V�i.)
<br />- - - -
<br />wm
<br />MINOR,
<br />elm
<br />INSTALLATION - DETAILS FOR SERIES 2000 AND 1000 E-Z NMQ STORM
<br />PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK
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