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<br />►AIOWl6 PYn
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<br />70 CONQDE
<br />SLACK
<br />66.0, -75J
<br />12•
<br />N/A
<br />12,
<br />N/A
<br />12•
<br />-JugL--
<br />N/A
<br />12'
<br />N/A
<br />t' A r (TOP)
<br />70' OR LESS
<br />11'
<br />J••
<br />10'
<br />3•
<br />5•
<br /><'
<br />61
<br />4'
<br />1• ROTTOM)
<br />12'
<br />J•
<br />12'
<br />b'
<br />r8•
<br />6'
<br />6'
<br />BORON i )
<br />++
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />11•
<br />2' (BOTTOM)
<br />7'
<br />N/A
<br />6 1/2•
<br />N/A
<br />4 1/2'
<br />N/A
<br />4 1/2•
<br />N/A
<br />3• (TOP)
<br />lr
<br />N/A
<br />12'
<br />N/A
<br />0 1/2'
<br />N/A
<br />9 1/2-
<br />N/A
<br />Y (BORON)
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />4- 110P)
<br />12•
<br />6•
<br />tr
<br />9 1/2•
<br />12•
<br />111
<br />12'
<br />I1•
<br />4' (BOTTOM)
<br />• LIMITED TO Sao p.AE. AS& DESIGN PfASSM RATING.
<br />►Sa am x FOR ANCORS ,YR A SRCM IN pa1A "nm Pro •000
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<br />(SCALE 1/2"1')
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<br />---BEdL A GRACE
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<br />ow tSOI t2S• ib tb• ("� �® THIN r sTATE of �•®a s7om rc 24 CAGE ON.VAMZID STEEL STORY PANEL
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<br />2011LW9 • R- oc. W/
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<br />13•-0'
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<br />yBEY N.T.S. 1/4•�AfAI. Fi►P
<br />(MM. O4a1AP .1 ow WJZV)
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<br />OMEN A NCBAIIHE ASD. OESIwI 1%. %TEWNC MNRUTA AMNn 1214TH 1 • FROM Bo
<br />FINAL MAtOMIM ALLOW/BlE IMIEL 121gAI a EOIIAL To M MY■W BE7GBwRD MARL L
<br />KIWid 1+• AND
<br />(3) SEE SCHEDULE BELOW FOR MR. PANEL LENGTH FOR POfMlV QUALIFICATION.
<br />t MPOAA M INTO WOOD ARE LIE® 70 + 95 pl. MAIL A3A MO PRESSURE RATING
<br />9. 10 A 11 FOR MAX. A". DOOR LOADS A WX. PAR& UM*" I=
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<br />GLOBAL PROTECTOM PRODUCTS. LLC.
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<br />t• MAX. II, { I I,
<br />SEE NOTE r BELOW FOR LIMITATIONS FOR
<br />; 1 1/2 LOG SLEEVES.
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<br />- 1/4 T6 APCIX•1 AS MANUFACTURED OY I,i.W. WILOEX, MC
<br />t1TN 711E 20Z0 (7th FDIIION) Tk' THE FLORIDA BIrN.ONG CODE. TARS STORK PANEL WALL NOT BE INSTALLED AT HICI
<br />- j14-10 INWEMMIE F17►ALE ID AND PANEUNIE PLUS ANCNOILS. AS AANUFAICTURED 8Y ELCO CONSTRUCTION PRODUCTS.
<br />Ataxic" NPAW'ANE ZONES (MWA-DAM / BIWIMRO Coull 5).
<br />- I/4.0 LAG SCREWS PER N.D.S.
<br />DESIGN MO LONGS SMALL BE DETERNNED AS PER SECTION IWO OF THE AM MENTIONED CODE, FOR A 61154C WNW
<br />- 7/1" It 5/0' WOW MASHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SPECIALTY CO.
<br />SPEED AS REQUIRED BY M JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. ANO FOR A OIRECTIDNAUTY FACTOR
<br />KD.0.03• USING AM 7-16 AND WALL NO EXCEED THE MAXIMUM (ISO.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS
<br />CA) MINIMUM THR[AMD PENETRATION INTO WOOD OF TAPCON ANCHOR$ SHALL K 1 1/I' AND 2' TOIL ELCO PANEIANTE PLUS
<br />3. 0 TARN 12 A 17. 1B
<br />AND PAWL14AUE FEMALE 10.
<br />IN ORDER TO t£RIM THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DE OMMO PER ASCE 7-10 StAl K FIRST
<br />TO AS.D. DES" PRESSURE RATING M MULTIPLYW1CM HE O 7,BY CA IN ORDER TO COMPARE THESE W/ MAX. (AS.D.)
<br />C.2) MINIMUM THREADED PENETRATION OF LAO SCREW. KID THE WOOD FRAME UNIT SEAL K 1 1/2-. NO THEAOED
<br />OEMN PRESSURE RATINGS LIWKATED ON SHEETS 3. 9 rHRU 12 A 17, 18.
<br />PENETRATION INTO SNCOO SMALL BE CONSIDERED AS PANT O' THE RXG%WtED THREADED PENETRATION,
<br />W ORDER TO VERIFY THAT ANCHORS ON THIS P.C.D. AS TESTED WERE NOT OVEN STRESSED. A 33% INCREASE W ALLOWABLE
<br />STRESS FOR WINO LOADS Ip6 tl0L USED N MR NALYSa. FASTENERS 9PAlOI10 TO WOOD HAS BWI DEIUULNED N
<br />C.3) MIHIMIN EOCE DISTANCE K MAC 9CK'WS. INTO W0o0 SNALI K K NOICATED W THIS ORAWINO
<br />ACCORDANCE WITH MD.& 2016.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS KEN VENIFIED IN ACCORDANCE WITH SECTION 1009MINIMUM.1.2 OF
<br />C.4) MINIMUM PENETRATION OF MOO BUSHING SMALL BE 5/8', 1/4' 0-20 SCREWS USED SMALL K 1 1/2• LONG MIIMUM
<br />M ARM MENTIONED CODE A9 PER AMEIICAN TEST LAB OF SOUTH PLOM*A REPORTS j0614.01-Ot AND /0210.02-00, AS
<br />ND
<br />SHOULD STUCCO EXIST. A1' MR*" FOR WALLS WIN NO STUCCO.
<br />PER SSTO 12-96 A AST11 E 330-02 STANDARDS. AND AMERICAN TESTING LIRA SOUTH FLORIDA REPORT #1123,01-10 AS PER
<br />,AS-201 AND TA3-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION IOW OF M
<br />CS) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS K rOUNO ON M EXISTING
<br />FLORIDA BUILDING CODE.
<br />WALL, ANCHORS SMALL RE LONG ENOUGH TO REACH M MAIN STRUCTURE OD" SUCH PANELS.
<br />ANCHORAGE SMALL. Of AS MENTIONED IN CA), C.2) A C.4)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 0063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) . SEE !HEFT 2
<br />(0) ANCHORS SHALL BF WSTALILO FOLLOW40 ALL OF THE RECOMMENDATIONS AMD SPECOICATIONS OF M ANCHOR'S MANUFACTURER.
<br />3. ALL ALUMINUM SHEET METAL I= AT CLOSURES SEAL NAVE 310E-1414 ALLOY.
<br />6. PANELS MAY ALSO K fWALLED MORROWALLY FOLLOWING INSTALLATION OEFNLS SHOWN ON SECTION 1 THROUGH 6 (SRAM 4
<br />4. ALL STEEL SNEER METAL PANELS SHAA.L HALT STRUCTURAL QUALITY STEEL ASTH A-553 WADE W MONWUM, 0-60 OALVAWZED
<br />THROUGH b) EXCEPT THAT HEADERS® A0 SHALL NOT BE USED.
<br />STEEL OESIXWIION W/F'Y. 22.2 kn (AFTER 1101.1.E1)).
<br />9. IT SHALL BE THE RESPONSBLAY OF THE CONTRACTOR TO VERIFY M SOUNDNESS OF THE SiRUCYURE WHERE SMnIM IS TO BE
<br />5. ALL SCREWS TO K STAINLESS STEEL 304 OR 316 NSI SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />ATTACHED TO 06M PROPER ANCHORAGE, THIS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />BUIDING&
<br />50016 W/ 50 1W YIELD SM06M AND 00 IOU TENSILE STRENGTH AND SMALLCOMPLY w/ FLORIDA RNLDWG CODE SECTION
<br />2411.3.3.4.
<br />10. EA1C14 REG" STORM PANEL WITH LENGTHS OVER 90•, AS PER SECTIONS 1. 2. 4. 5, 6 NO ALTERNATIVES 1W, SW • 4W ON
<br />SHEETS 4. S. 6 A 7 RESPECTIVELY. SWILL INK A LEGIBLE AND READILY VISIBLE MARKING NSTRUCIWC OWNER OR TENANT TO
<br />6. BOLTS TO K ASrM A-307 GALVANIZED STEEL. OR AIM 304 SERIES STAINLESS STEEL. WITH M NM MINIMUM YIELD STRENGTH.
<br />SECURE PANELS WRH APPLICABLE ROWORMUENT DURING KMM OF HURRICANE WARNING.
<br />7- ANCWRS TO WALL SMALL K AS FOLLOWS:
<br />11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SNUI'TER COMPONENT EDGES WHICH REMNN IN CONRNUOUS CONTACT WRM
<br />THE INJU G TO PREVENT WSW/RAN WMWN.
<br />(A) - 1/4"0 TAPCON A CHOIRS AS MANUFACTURED BY I.T.W. BUJLKX. INC. (Min. 1.-3192 P.A.I.)
<br />12. STORM PANEL WWALLAIM SMALL COMPLY WIN SPECS INDICATED W THIS ORA A G PLUS D ANY SUMNO NO ZONING REOULATIOIS
<br />- 1/4. 0 x 7/6' CLX-W AICHOR5, AS MANUFACTURED BY DEWALY WC.
<br />PROAOED BY M AIRISOICTION WHERE PERMIT 13 APPUED TO,
<br />1/ef . 3/4' SOLED -SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BOLT A SPECIALTY CO.
<br />13. (a) THIS PRODUCT 1NALlMTON OOCIXAENT (P.ED.) PREPARED BY THIS ENGINEER ISER GENERIC AND DONOT PROVIDEWFORLAATION
<br />(Mo. Fc.3000 P.F.I.)
<br />- P14-10 PANELMATE FEMALE O A PANEL►NTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A SITE SPECIFIC PROJECT: I.F. WHERE 114 SITE CONDITIONS DEVaTE FROM M P.E.O.
<br />- 1/4.0 ZAMAC NC NMLN ANCHORS. AS MANUFACTURED BY DEWALT, INC.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FORM SELECTION. PURCHASE AND INSTALLATION NCLUOINO LIFE SAFETY OF THIS PRODUCT
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS WFO POURED CONCRETE SHALL BE 1 3/4% r FOR ELCO PANELMATE AND
<br />CONS ON TARS PD. PROVIDED HE/SHE DOES NOT ORNATE FROM THE CONDITIONS DETAILED ON T109 [IOCUNEM.
<br />CONSTRUCTION SAFETY AT SITE a M CONtRACTQIR'8 RESPONSIBILITY.
<br />1 3/4• FOR GAMIC NAI N WOO".
<br />(e) THIS PRODUCT EVALUATION DOCUMENT WILL BE COHBIOEIED WVAUD r MODIFIED.
<br />A2) CALK -IN A SOUR -SET ANCHORS SHALL K EMBEDDED 7/6• INTO THE POURED CONCRETE. NO 19A8EOMCM INTO
<br />STUCCO SMALL K PERMITTED. Ile 0-20 SCREWS USED SMALLBE 1 1/2- LONG MRNMUY SHOULD STUCCO EXIST.
<br />(4) SITE SPECIFIC PRODUCTS SMALL K PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE
<br />AND I' MRNMUY TOR WALLS WITH NO STUCCO. AND MAY K HEADED SCREW'S OR ALL THREADED SCREWS W/O HEAD.
<br />[NGRIEFR OF RECORD (E.O.R.) FOR rNE PROJECT AND WHO WILL BE RESPONSIBLE FOR M
<br />SUIT WITH WING NMI
<br />USE OF TIME P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGMER TO THE
<br />P.E.D. VIGNIM SMALL SUBMIT TO THIS LATER THE SM SPECIFIC DRAWONGS FOR REVIEW.
<br />P.E.D.
<br />A3) IN CASE THAT RECAST STOW. PRECAST CONCRETE PANELS, RAVENS. STUEGG) OR WOOD BOARDS K FOUND ON THE
<br />EXISTING WALL OR FLOOIR• ANCHORS SMALL BE LONG POUCH TO REACH THE MAIN STRUCTURE M" SUCH PANELS.
<br />(F) MS P.E.D, SHALL REAR M DATE AND ORKAIAL SEAL NO SGMTUK OF THE PROFESSIONAL
<br />ANCHORAGE SHALL K AS MENTIONED IN A. 1) AND IN A.2).
<br />ENGINEER OF RECORD THAT PREPARED R.
<br />(8) 70 S, COTNGPT[ aLXf[nN WA„ ASr ,_ILEA
<br />14. SHUTTER VMUFACTUM'S LABEL WILL K LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4' 0 TAPCON ANCHORS AS MANUFACTURED 0r I. T. W. OILMDEX. INC.
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 170.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />SHALL K PLACED FOR EVERY WDIVIC. LWLWG TO COMPLY WITH SECTION 17099.3 OF THE
<br />- 1/4• P . 7/a` CALK -IN ANl3WR5. AS MANUFACTURED By OWALT, INC
<br />FLORIDA, BUILDING COOL
<br />- 1/4.0 X 3/4- SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, DOLT A SPECIALTY CO.
<br />- 014-10 PANRWTE FEMALE O AND PARELMATE PLUS ANCHORS. AS MANUFACTURED By ELCO CONSTRUCIX„N NO
<br />- Ile 0 7AMAC HARM ANCHORS, AS MANUFACTURED BY DENALI. INC. r�[/,r
<br />0.1) MINIMUM EMHEUYFNrT OF TAKVII ANCHORS. MCO PANELMATCS AND ZAMAC ARAM ANCHOR, INTO M •vC�fX('"v''•K�
<br />FLORIDA BUILDING C0� Non High VelocityNurrloan* Zone)
<br />BLOCK UNR BEAU K 1 1/4•.
<br />RED
<br />8.2) GALK-IN A SOLD -SET ARCHORS SWLL K EMBEDDED 7/8- Pro THE CONCRETE BLOCK UNIT. NO %044
<br />7 'aA0 aaco. W. 24 GAGE GALVANIZED STEEL STORY PANEL
<br />STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SMALL K 1 1/2- LONG Wmm SHOULD EXIST. *
<br />AND 1' MINIMUM FOR WALLS WITH NO SYNCED.
<br />-`..
<br />PROTECTION PRODUCTS. LLC.
<br />-*-.• STATE
<br />IL EGO Iwc
<br />6.3) IN CABS THAT PFECABT STORE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BEADS BE F'OU A(ORI
<br />KMND SUCH P
<br />yam_'
<br />/ •� �• AW r a WNtl41WRL W 3NA /NAG A. Ao31'14
<br />A,IMH. (NNNIII-70NL "Ph BWA)♦Iaa»r
<br />EXISTING WALL, ANCHORS SMALL K LONG ENOUGH TO REACH M MAIN STRUCTURE w•. AMJAL.I-AIM. r.. PII rM-TUN
<br />CROWN
<br />AWJ40MM SMALL K AS MENTIONED IN B.T) AND IN B.2), S/oNal A'aA-ONW'M"AT,�i"•• W "�
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<br />pt LIJ"A4gIKAAR IL% A illJr A. PIL IIQT , r D
<br />CONCRETE ANCHORS
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<br />SHEETS 0 THROUGH
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<br />ALmvwt ANCHHM - OR DONCRE [0.
<br />(ILL SCHEDULE ON
<br />SWETS 0 TRROUGH 10)
<br />RUILDZM MOUNTING
<br />SCR.[ 3/M7
<br />r ,cmes:l
<br />WOOD ANODES
<br />(SEE SCHM=
<br />10)
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<br />CONCRETE AHc
<br />PMANEUATES AN
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<br />(SEE SD"ULI: ON
<br />SNEERS 9 MROAM 10)
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<br />BFALE s r
<br />1
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<br />�! �y J.Ai' IIIM1
<br />INSTALLATION DETAILS FOR REGULAR PANEL C1� INTO WOOD
<br />r
<br />/ .. ALTERNATE LEG -
<br />F%
<br />DOD ANCHORS VF
<br />K1ERWIE POOP 411• MP WMIO HO�
<br />SCHEDULE ON (SEE SCHEDULE ON ,_... I-£0't1•!A-X IANI[X TW IaWII
<br />SHEET 11) SKEET 11) . I - , P-SKr,• Ws. Ya ■/ ,Ra
<br />'M X. woo0
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<br />7R BL■a1WMF
<br />YI� 4)
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<br />0 12 Vr Q.C.WOOD
<br />J
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<br />71i116NTING
<br />i�ZEIRKERAITIMI 1
<br />31
<br />SCALE 3/8.1•
<br />MOW FOR COYRLM ON OF SECTIONS:
<br />- 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />TOP A BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATNG (D.s.f AND PANEL LENGTHS
<br />COMBINED B4 ANY WAY TO 5lJTT ANY AS PER 9CHEDULFS ON SHOT
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0.56 OR EOLAL
<br />RUME 4w
<br />SCALE 3/$-1'
<br />GO ARDIIORS
<br />1 EDUI E ON
<br />t
<br />EMAX.
<br />PALENGTH
<br />PANEL
<br />ON ICI RAIL
<br />(SEE SCHEDULE
<br />Law am T•Y1
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<br />SHEET NO.
<br />SH 1.3
<br />
|