|
fiENEM..NOTES.
<br />.3) IN CASE THAT PW"--,T STOW, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD OWOS BE FOUND ON THE
<br />o n Ryt ARA NMMLiriMtAkli sTTEIM71- 11T W E11 3:;
<br />E WNG WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THAE MAIN STRIUCII.W BEHIND SUCH PANELS.
<br />I. STOIMM PANEL 94DWN ON THIS PRODUCT E'Vi OATI1N DOCANENT (PLEA) HAS WEN VERIFIED FOR COMPLIANCE IN
<br />ANCHORAGE SWILL 1E AS MENTIONED IN 81) AND IN 8.2)
<br />ACCORDANCE WITH THE 2014 (Sth WITIN) OF THE FLORIDA BUILDING COIF,
<br />(C) Lm MMfuMI. SPECIFIC lTtb69TY G 8. rS Mw.T..
<br />DESIGN WIND LOADS '.dIALM. � A5 PER SECTION 1620 OF THE ABOVE CODE,
<br />- 1 4'e BY LTW. BU INC.
<br />r TAPC0IN AHCH.sS AS MAAN�ALTRhED IL�x.
<br />- #14-10 FMOATE FEiAAdE ID AND PANEUMATE PLUS ANCHORS. AS MANUFACTURED Bf E€ti7 PROC°i1CT5.
<br />FOR A WIND SPED AS REQUIRED BY'11E JURISDICTION WHERE THESE SHUTTERS COIL HE INSTALLED AND
<br />FOR A OIRECTI.OHALHY FACTOR Rd-0.8& USIA ASCE 7-10 FOR INSTALLATIONS UNDER ZD14 FOG AND SMALL
<br />- 1/4"e LAG SCREWS PER NOS..
<br />NOT D(C® T1E MAXIIJIUM (AS,D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, IS. 16, 19 Hk 21
<br />- 7/16 f x 51W WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT 4 SPECIALJY CO.
<br />N ORDER TO VERIHY THE ABOVE (:ONDIRON, (h'i9M7E DESIGN WIND LOADS DETERMINED PER ASCE 7^70
<br />CA) MINIMUM THREADED PENETRATION INTO WOOD OF TA7CON ANCHORS SHALL BE 1 1/2- AND 2" FOR ELCO PAMIMAT'E KUS
<br />SMALL BE FIRST REDUCED TO A.&D. DES" WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
<br />AND PAHMELMALE FEMALE
<br />10 COMPA !E THIN W/ MA G (A'S•D) DESIGN PRESSURE RATINGS I OICATE# Ot SHEETS 7 TF^TtU 12. 14. 15. 16, 19 g 20.
<br />C,2) MINMM THREADED PENEi MON OF LMI SCREW. INTO THE WOOD FRAME UNIT SHALL. BE 11/2'. NO THREADED
<br />IN ORDER TO VERIFY THAT ANCHiORS ON 7HE P.E.D. AS TESTED WERE HOT O1U STRESSED, A 33X INCREASE iN ALLOWABLE
<br />PENERItATION INTO STUCCO SHAWL BE CONSIDERED AS PART OF THE REQUIRED THREADM PENELR MAI.
<br />STRESS FOR WW LOADS WAS Ma USED IN THEIR ANALYSIS, FASMIERS SPACING TO WOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WHRH N.DS, 2G12.
<br />C.3) MINI LIM EDGE DISTANCE OF L46 SCE. INTO WOOD SHAD. BE AS INDICATED IN INS DRAWING
<br />STORM PANWS ADEQUACY FOR IAPACT AND WIND RESISTANCE HAS BEEN VERiFHED IN ACCORDANCE WITH SWWN 1620 OF
<br />THE A M MENTIONED CODE AS PER HURRICANE ENGINEERING & TIE'SIM INC, REPORTS 96-369. 96-570 & IS-T30 AND
<br />C.4) MIMMUM PENETRATLDN OF SNOOD BUSHING SHALL BE 5;r8`, 1f4' 0--2D SCRFWS USED SHVuI BE 1 1!✓2' LOW MINIMUM
<br />FENESTRATION TESTING LAB. INC., DEPORTS #2032 MN #2126 , AS PROTOCOLS TAS-201, TPS-202 AND TASK-203.
<br />SHAD STUCCO DM, AND 1' MINIMUM FOR WALLS WITH NO SUCCO.
<br />AS WELL AS STARTS AMTI6tJMI TEST LAB OF SOIJTHH FLORIDA REPORT /0219.01-49. AS PER TAs 201, T45 202 AND
<br />TAL
<br />TAB 2D3 ST
<br />C5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAN8_% STUCCO OR WONT BOARDS S FOUND THE EXISTING
<br />WALL, ANCHORS SHALL BE LONG T8 R EACH THE M HRH STRUCTURE BEHIND SUCH f3ANFL5".
<br />2 ALL ALUMINUM EXTRUSIONS TO BE6063-i6 ALLOY AND TEMPER. (MMYFSS WHERWHSE NOTED). SEE SHEET 2.
<br />SHALL AS MIMONEE 2) & C.4
<br />-3. ALL. A LANNUM META. AT CLOSURES - 3105- 4 OY
<br />SWEET LEER SHHALI. HAVE H1 _ At1
<br />-
<br />(D) � SMktEL.. � IISTAMJ„ED FIAI.OWIHC AL OF THE iL4AT1GYhMs AND 'SPECiFI.k71CTN5 KWF' THE ANCHNCR S MWNA'ACttURF:R.
<br />4. Al STEEL SHEET METAL PANELS SHALL HMAVE STRUCTURAL QLAiLTFY STEEL, ASTM A-653 €BADESO M11, JM, 0-60
<br />GALVANIZED STEEL DESIGNATION W/FY 55.5 kW (AFTER ROLLED).
<br />& PANELS MAY ALSO BE Ilsi`iV.= HORIZONTALLY FOLLOWING IF MALLATION DELVES '.:silKt" ON SECTION 3 THROUGH 10 (SH'E.'LTS 4 .
<br />THROUGH 6) NPN TRA.T FI'ADERS tI r SHALL MDT BE USED.
<br />S. ALL, SCREWS TO BE STAR' M ST'1EL 304 OR 316 AN SERIES OR CORROSION RESESTANT COATED CARBON STEEL AS PER
<br />DIN W/ 5O knf YIELD STRE'MtDTH AND 94 kxn TENSILE STRENGTH do SHALL COMPLY Wf FLORIDA MUllLD9H0 CODE
<br />STER W5 TO BE
<br />Q. LL SHILL BE THE 1ESPONSIBItHTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRIICTt#iE WHENNI,HT
<br />SEC7TON I
<br />SECTION 241 { 3.3,4.
<br />ATTACHED TO INSURE PROPER AK:Hf , THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
<br />BUILDINGS.
<br />_
<br />& BOLTS TO ME AMU A-307 GALVANIZED STEEL. OR ANSI 304 SERIES SIAINLESS SHEET., WITH 36 JIM MINIMUM YIELD
<br />STRENGTH.
<br />10, EACH REGULAR STORM PANEL WITH LENGTHS OVER e'-6 THROUGH 12'-4", A4 P£R 5E(:IIONS 64 4 9 at 10 AN) ALIT�NATTMES a,
<br />=
<br />9W Mr IOW ON SHEE°HS 5, 6 Ma 12 YI SHAD^ NAVE A iEM€iLE AANc REAOHLY M AIWI INSiRicnwl� OWNER OR
<br />7. ANCHORS 7T) WALL SHALL AS FOLLOWS
<br />TENANT TO SECURE PANELS. WITH APPLICABLE DUlW PERIODS OF #I3F40CME WARNING
<br />(A) TO E70STIN(; POLICED 1Y9NGtaF'rF
<br />11. THE 1NSTALIATIDH CONTRACTOR TO SEAL/CAULK ALL SAUTTER T EDGES WHICH MAN IN CLHNNIHHAN. C°ONN;AC'T WITH
<br />- 1 j4'I TAtAC01 ANCHORS AS MANUFACTURED BY H.T.W. BtILE1kX, INC,(Win. fc-3192 P.a.H.)
<br />THE iN1IDfNir TO r'VEMNT WIMN1/TRhIt INTRUSION..
<br />_. 1/4' it x 7/8" CALK -IN Ate, AS MANUFACTURED BY POWERS FASTENERS ING. (MIN. fc=300O P,a.H.)
<br />- 1/4 i x 3r4' SOLID -SET ANCHORS, As CISTRIGUITED BY ALL POINT SCREW, BOLT do SPECIALTY CO
<br />STORM PANELIHb"iA]ATKNN SHALL COMPLY WITH SPECS IFD#:JsTID IN THIS ikCAW1rN0 PLUS AN'Y BUILDING AND ZONI�HG REGULATIONS
<br />..
<br />(WA.
<br />(WA. rt -3000 ".I.)
<br />PROVIDED BY THE JURISDICTION WHERE PL]iM,6i IS APPLIED TO.
<br />- 14-10 PAELMATE FUME D & PANELMI" PIS ANCHORS AS MANUFACTURED BY EiCO COWIRUCi10N PRODUCTS.
<br />'�
<br />13. (a) THIS PRODUCT ' EVAELkMTKIN DOCUMENT (P.E.D,) PREPARED BY THIS EHEF32 I: GENERIC AND GOES HITT FR0'.C, HNFORMUt'ri8?N
<br />{MIL fe-I350 P.a.0
<br />FOR A Sat SPECIFIC PACT•, Las WHERE THE SITE CONDITIONS DEVIATE FROM THE PLO.
<br />- 1/410 CF TAP-0PoP AR04DK AS MANUFACTURED BY TRU-FAST CCRPMARATOON (fc-36O0 P.n.R.)
<br />_
<br />(M) TOR TO � FOR THE PURCHASEAMit7 INSTALLATION II LiilNt L SAFESY i7F HIE PRODUCT
<br />A,1) MINIMUM EUBEDMENT O F TAPCON AM HS INTO POURED CONCRETE SHALL, BE 1 3/4-, 2" FOR PANW ATE FEL4MEE
<br />BASED ON THIS P.M. PROVIDED HE/SHE D NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS 1DOWMENT.
<br />D AND PANEMANLTE PLUS AND 1 1 4` FOR OF TAP-GR ANCFHORS.
<br />r
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY.
<br />A.2) CALK -IN de SET A40I4CFt5 SHALL BE EMBEDDED 7/8' INTO 1iiE }AOL)REC CONCREM NO EIIIETRMi]NT INTO
<br />(G) 1}IS PRODUCT EVALUATION DOCUMENT iAgLL BE CONSIDERED WNVALID IF MODS,
<br />STUOCO 91AU BE PERMITTED. 1/+" 0-20SCREWS USED S?Wl BE 1 1/2- LONG WMLMUM SHOULD STUCCO DOSE
<br />ND 1' MINIMUM FOR WALLS WITH HID STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED MEWS W/O HEAD,
<br />(d) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENQ E'ER OR ARCHOECT WHICFH WILL BECOE THE
<br />MO WITH WING NUTS
<br />ENGINEER OF HECf#iD (E O_R.)� T?£ M4i0 HECT AM WHO WILL BE RESP(kiSI�E FOR THE
<br />EDGIER TO THE
<br />A,3) IN CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS. PAYERS, STUCCO OR WOOD BOOMS BE FOUND ON THE
<br />PROPER USE OF THE P.E.D. E OF RECORD. ACTING AS A DIL.EQAAT£D -
<br />P.E.D. ENGIINERR. SHALL. SUBMrr TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR WOW
<br />E7(151YNG WALL OR FLOOR, ANCHORS 'SHALL BE LONG ENOUGH TO REACH THE MAN "STRUCTURE BEHIND SUCH
<br />PAN" AHC"RAGE SHALL BE AS 61NO M IN A.1) AND IN A,2).
<br />(a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND S0vLTURE OF THE PROFESSIONAL
<br />EHN[NNEER OF RECORD THAT PREPAAW IT.
<br />- t j4 ♦ TAPCON AtICF Bt AS 1, I md MANUFACTURED BY L T. W. RUISEX, W.
<br />14. SHUTTER s LABEL $HALL FIE LOCATED ON A REAMY � LOCATION AT STORM
<br />FLORIDA BUILDING �2 ONE LABEL
<br />smurmt INFCIR
<br />tiOD
<br />PSHW.L
<br />- 1/4 s x 7/8' CAUL -IN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC.. (MIN. Cc-ISDO p.a.1.)
<br />Y SECTION1T10.6OF
<br />BE EDANEL
<br />E3AEiT1' L M 7 NE
<br />- 1/4a X 3j4' SOLID SET ANCHCIRS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT do SPECIALTY CO„
<br />(YIN. fc:1800 p.a.L)
<br />- #14-10 PANEIAMTE FEMALE 0AND PANEIAME PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION
<br />PRODUCTS (MIN_ fc-2D71 )
<br />\\\tiA S44L ONLY BE USED TO .
<br />A\ '^-.
<br />= ` "- PERMITS IN THE STATE OF FL MdDA
<br />?Vet�nt:
<br />- 1/4" / ( TAP-i;TtlP AINCHQRS, A5 MANUFACTURED BY TRfI- 'A5T CORP[NLM11Yi7Hl
<br />FLORIDA BUILDING C'04E NH i$urrH�ssie Z.ona:
<br />-� O. , ,y.. C a7 ram. i.0 20 GILD GUWA 'STEEL STd;E'i1 PAE
<br />rF°SkL
<br />���5�
<br />EL1) MINIMUM i MENf OF TAPCON ANCHORS, H PANELMA°IE5 AND CF IAP--GTE ANEHM INTO THE COkIC12EiE
<br />.1. DRAW It
<br />'�74':
<br />BLDtSc RItNF SH'iAL BE 1 7 j4',
<br />ROOl1CTS, IiG, a3
<br />.1•" .,=I�IECOINC. GLOM PROTAm
<br />8.2} CAN_K-1HN h SOLID -'SET ANCHORS S1iRLL EMBEDDED 7/8" INTO THE CONCRETE BLIX,'1(. iHHfT. RHi EMBEDMENT
<br />INTO ' FUCCO SHALL BE PLWITT'ED> 1/4" 0-20. SCREWS USED SHALL BE 1 1/2 LONG IsIMM4JM SHOULD STUCCO
<br />- &VL 6
<br />7at.rr t; wWr a A MRc^ r T-^C'1.1
<br />pw0c. FAT& (WA
<br />EXIST. AM 1' MINIMUM FOR WALLS WITH N0 MUC OO.
<br />Ira4Tattr"as'
<br />�fi r' 4 fi...AL m tom. f.
<br />� F"ki ` PRO PAIN ONVAPQ V.
<br />• i9'.. iIiRF7P Aix Iv HN" m .-W s " °Ali[T
<br />AlAfim At riHe¢s
<br />a rwom 9)
<br />'�AaaNAMIaXNAwaa.
<br />.Y ,.0.00
<br />1
<br />a
<br />RE SBGiNN/S 1, S ! 4
<br />am
<br />Comsm Alloom
<br />CGIICAEIE AMl7t0a3
<br />OM 7xarmu.E
<br />NIA ttlst3 a d al
<br />COMa�TE AkOORB
<br />�tipF�illE ON "
<br />s a 9ItDAN 9)
<br />cmocwm
<br />AM'�%WQiida'
<br />CO CREFE ANICH Bs
<br />(SEE S0*1)" ON
<br />sPEETs 5 RWOAAIII 0)
<br />a.
<br />EXISTING �ji i� `irCkaL �- M
<br />7
<br />121 O.C.
<br />Tf1F Hsm man awu
<br />I t"`""-.HrM Ara. W
<br />c� IFna � I at aA'vs. H
<br />M W�
<br />i
<br />I M
<br />H
<br />I mar w 7-°.
<br />VARY 3" 1 OBI.* C.IL 3 04
<br />H E%isTRNi PQLNR E, . W A2 Ham" D.c
<br />Lai •
<br />sG. -
<br />AI CH=
<br />DOLE
<br />ls 0)
<br />""rTING. P I OAt1RESE, OR
<br />M-TE OR -. - CONCRETE BLOOD(
<br />BETE BLOCK
<br />REO(IRED.
<br />1r
<br />1 2
<br />sD r 2
<br />ANCIlKW
<br />0ONCRETE ANCHORT \ SA r/ 4I,0.• CmAtSCliH3U 1, axR, sSLs e!' bc�.
<br />SHam a gfdo C61� 9) SHOM 3 TiioK;H 9)
<br />�N�F� L� dL
<br />QU`i�!?i+iSi ��A�.3er�E� �1 arvx Ylf {
<br />2
<br />;:GARLIC 3/6+"1` SCALE "-I-
<br />ED. wA EDGE DWANCE
<br />(SEE SCHEME ON
<br />SHEETS 8 & a)
<br />L'®Lf(NHUYj CkR:�"ECiHQNS;
<br />TOT' ak BOT%, W MOUNTINGS CA.'N BE
<br />COWNED IN ANY WAY TO SUIT ANY
<br />rX '7 6 MORIDA BUILDING COTE(HI h Yefacft munirx»ne zanl)
<br />I CA
<br />O As 7JL7 L r 20 CAGE GALVANIZED STEEL STORM PANEL
<br />I{�q Rx+ m Rr
<br />', ` /w►GLOBAL PROTEE N IMODUC S, U.C. M
<br />r'4C' r4 a NM «MrSAwr . tt, ssat4 15-CH21
<br />j} ['.Is r eav ec aaa sr„ aw. rAk oAar.A oAaaos a Mara! 7rxar� (aSc--'3Np, ruc cant
<br />ig 4. lAnYw, NAa9 aA,,.AiM. 1Lr: N%iR aY{f-AAf AY MAPp'iAA AW4 fad iJ•3[
<br />WALL AND FLQQR MOUNTING NSTALLA►TION FOR m0�y0
<br />,SPLIT PANELSXP A
<br />1 4Y 9#Ae
<br />r
<br />4
<br />SCARE: 1/4" 1- �`t6 ' 1 4 e 1
<br />PANELA. W 1aRC .�J�
<br />LD pad„ -i&9 pwi,
<br />r _ ean..ta Auar
<br />�S1iAY O 6" RIG. Y�
<br />[� 2 e 2i T°�' -Y t f�7 i' w ioP •
<br />SLUE iI+'-1' e,
<br />IOK OF �jY
<br />MULLION MHED EL Li•
<br />NORM A
<br />m sacc AE.
<br />%ATm A a 9)
<br />Nma
<br />MMNc
<br />J. -72,a Pad,
<br />r k4
<br />3N>:rgA4c . a
<br />HANEA +
<br />Meal. MIULLOt
<br />REQUIRED Wm
<br />SPAN (FL) •
<br />TUBE MII4YHON sw'
<br />> 4"-8 TO 5--a"
<br />2' x 4" x Ile
<br />> 6'-6' TO 6'-10`
<br />2• x 4" x t/'M4T
<br />4'
<br />Ne /
<br />* SAALS �FO R pA_&O. PREMRE RATING
<br />SECTION f Ur ib ,�STnHni ORENRED
<br />ANEI.s iEr+ciFL
<br />SCALE 318-1"
<br />M07£; MULLION CAN ALSO BE FIBS &LED W/O STORM PA+91S ON T0p
<br />09 DarrOM SO THAT IT IS LOCATED AT RCP dR BOTTOM OF OPENING.
<br />(ORE PANEL OPEW40 W/ TUBE TOP & BOTTOM) -
<br />SKATE Ile�1'.
<br />IT
<br />� : .. �� Zlomlf 0
<br />{
<br />2 ids .'1WT
<br />EiN�C T1'P,DGE
<br />..... �L"
<br />i 7.006'
<br />`DMEQN N FDR R
<br />GULAR AID
<br />(SC 1/2-1")
<br />I 1
<br />P p .
<br />ea4.+rH sir t
<br />`ti f 2,�€i'
<br />A N Ae"rumm
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<br />TAN. A
<br />2.19Y
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<br />�H$ r.
<br />,P4 t?5"
<br />1 r . 25"
<br />I
<br />T4 _ - A., S4 - € sE12W spw F"--Uc
<br />$ [1 �_ a T� lam.£ ✓ate 1To � 9
<br />.t OD 093' 1_7(3' i
<br />1.500" I
<br />5` 2.
<br />Ma93" � LOSS" 2.125`
<br />_H
<br />?5° ROUNDED UAL
<br />CDRNER 0 ENDS OF PAN 'S fL
<br />END LIP W/ R WOE. ( ,r1 }j 6R � €
<br />ME .
<br />f 1/74 dr. 2,114 d. i+' .374' _
<br />ry .
<br />OF PAWET,. °1 , ` .18H" A#3& t A s."?MrMa t Mp7F4 3
<br />Ei3!-.E 7O' S'Sr6 F,},4`' --{ XiR(%If' dk 12 T,/r O.C. t
<br />'R i.Od3"��HHB?" z•. 1.055 a
<br />pAe+fRl tWEmJec• d ". A�&r..ms*
<br />i AY 4A on NA4E( E ($
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<br />M1MW G NUT _ --- u•_"..--
<br />> ssxt c ®I
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<br />as..xar 7I-a - _ 1:5-^�L.21
<br />X� X1 r4 _ $ FAa. a a a.
<br />,W.-N091 M1s NUT 'NAIL `.-. .`.. ,' an9' M.i, ao-� s4. �.., aewr � �i 3SaAN i '!N�
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<br />• xFtC y sz ws> 111 (sTAsa ss es rrM wn .
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<br />OPENNING I
<br />1HWCK ALUM. TUBE OR T x
<br />R
<br />FASTING
<br />BAND
<br />1',7 WOOD PLATE SPACE
<br />��... H
<br />1
<br />` ALUM. RUDE. OR 1' x NAMES
<br />f _P>T. MOD PLATE SPACER
<br />r I •+"`' _ BEHIND TRACK
<br />ra
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<br />Ii ,rygF�°i�E�1j. E'C3R .P
<br />3. � '}l`FWEI Al TOPE OR
<br />E.iT. � E F�STACEE
<br />(SEE SCHEDULE ON i
<br />SHEETS 4 & 9)
<br />DEWLS FOR I AID MOR III UMML
<br />� �.4• ma`s �,.
<br />1 x 2
<br />3,Yt` J
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<br />aaaa. x tJF.
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