|
'vu•a :
<br />M3) IN CASE TWIT PRECAST STONE, OR PRECAST CONCRETE PANELS, Si1JCC4 OR WOW BOARDS BE FOUNNI ON THE
<br />OM FM 20 Gaff GLLUMZUO SMY, 20mL WANeL9IL
<br />EXISTING WALL, ANCHORS SWILL BE LONG ENOUGH TO RE" TM MAIN STRUCTURE 804ND SUCH PANELS,
<br />1. STORM PANEL SHOWN ON THIS PRDEm EVALUATK)N DOCUMENT (P.E.D.) HAS BEEN 1IERIFTED FOR COMPLIANCE IN
<br />ANCHORAGE SHALL BE AS MEIAIFNED iN BA) AND IN 92).
<br />ACCORDANCE WITH THE 2014 (SN1 MOM) OF THE FLORIDA BUILDING CODE
<br />(C) To Li F. WOOD (MWIL SPECIFIC aRAV'ITY-..0 - AM AN_),
<br />DESIGN MIND LOADS SHALL BE AS PER SECTION 1820OF THE ABOVE. MENTIONED CODE,
<br />1/4`f T7tPCON ANCHC}#i5, AS MANUFACTURED BY LT,W. fiULDE7(, INC.
<br />-"' 114•-10 PATE FEMALE A AND PAWIWTE PLC ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A WIND SPEED AS REQUM BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND
<br />FOR A DIRECTIONALAY FACTOR Kd-0.8I5, USING ASCE 7-10 FOR INSTALLATIONS CINDER 2014 FBC NO SHALL
<br />1/4'0 LAG SCREWS PER "S.
<br />NOT EXCEED THE MAXIMUM (ISO.) DESIGN PRESSURE PA71NOS INDICATED ON SHEETS 7 THRU 12. 14.. 15, 16, 19 & 20,
<br />- 7/T 8 i x 5j8' WOOD BUSHING, PS DISTRDBL3TE9 BY Al POW SCREW, BOLT & SPECIALTY CO.
<br />IN ORDER TO VERIFY THE ABOVE 0OND(1'CON, tA.TBAATE DESIGN WIND LOADS DE7ER60Pii3i PER AST£ 7-10
<br />C, 1) MINIMUM THRIE-A £D PENEMTION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2" AND 2" FOR ELCO PANELWATE PLUS
<br />SHALL BE FIRST REDUCED TO A.B.D. DESIGN ww LENDS By MULTIPLYNC, THEM BY O.6 IN ORDER TO
<br />AND PANELMALE FEMALE W.
<br />TO COMPARE THESE W/ MAX. (ASIO) DESIGN PRESSURE RKIINGS INDICATED ON SHEETS 7 114RU 12. 14. 15, 16. 19 & 20.
<br />C.2) MINIMUM THREADED PENETRATION OF LUAO SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2'. Fp THREADED ,
<br />LH ORDER TO VERIFY THAT ANCHORS ON • P,F_D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE
<br />PEREfROMON iNtO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED T)HREAOED PENETRATION,
<br />STRESS FOR WIC LOADS WAS RM USED IN THIOR ANALYSIS, FASTENERS SPANK'.' TO WOOD HAS BEEN �DETMINED IN
<br />ACOOROMM WITH N.OS. 2012-
<br />C.3) urimm IM EDGE DISTANCE OF LAC SCREWS. INFO WOOD SHALL BE AS INDICATED IN TINS DRAWING
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEWFIED IN - WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CE AS PER HURRSIANE ENGINEERING & TTSTIW NC. REPORTS 96-569, 98-570 & 98-T30 AND
<br />CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/e. 1/4' #-2D SCREWS USED SHALL BE 1 1/2' LONG MINIMUM
<br />FENESTRATION TM11NG LAB, INC., REPORTS }2032 & J2126 , AS PROTOCOLS TAS-201, VS-202 AND TAS-203.
<br />SHOULD STUCCO EXIST, AND 11- MINIMUM FOR WALLS WITH NO ST Cco.
<br />A5 WELL AS AIERIGW TEST LAB OF SOUTH FLORIDA REPORT 10219,01-09, AS PER TAS 201, TAS 202 AND
<br />TAS 203 STANDARDS.
<br />C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS LE FOUND ON THE 0ZLIN1,
<br />WALL, ANCHORS SHALL BE LONG 00" TO REACH THE MOAN STRUCTURE MIND SUCH PANELS.
<br />2. ALL. ALUMINUM EXTRUSIONS TO BE 6083-T6 ALLOY AND TEMPER. (UNLESS OIIHE SE NOTED). SEE SHEET 2.
<br />ANCHORAGE SHALL BE AS MENIX* ED IN CA). C.2) & C-4)
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 31O5-H34 ALLOY,
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOOOME ODATTOMS MO S'ECIFICATSONS OF THE AN04WS MWUFACTURER.
<br />4. ALL STEEL SHEET METAL PANELS SHALL. FW4E STRUCTURAL QUALITY STEEL. ASTM A-653 WADE 50 MINRM IM, G-60
<br />IL PANELS MAY AUS<O BE INSTALLED FKtR120NTALY FOLLOWING INSTALLATION DECALS SHOWN ON SECTION 3 THROUGH tO (ADS 4
<br />GALVANIZED STEEL iESI(N1AT�N W/FY= $8S kN (AFTER ROLLED),
<br />THROUGH 8) E7CCT:PT THAT H£N,DFRS 0 & 0 SHALL NOT BE USED.
<br />& ALL SCREWS TO BE STAINLESS STEEL 304 OR 310 AN SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />DIN! 50018 W/ 50 kat HELD STRENGTH AND 90 kai TENSILE STRENGTH & s'HA" COMPLY W/ FLORIDA BUILDING CODE
<br />9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRA"'10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />SECTION 24T
<br />ATTACHED TO INSURE PROPER�. THIS SHUTTER SHA€.t,. ONLY BE ATTACHED' TO CONCRETE. BLOCK OR WOOD FRAME'
<br />,3,3.4.
<br />LLD TW;Sa
<br />6. DOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STNNUES5 STEEL, WITH 36 ksl MINIMUM YIELD
<br />- --
<br />10. EACH REGULAR 'STORM PANEL WITH LENGTHS OVER W-8 THROUGH IV-4", AL5 PER SECTIONS 6, 8, 9 a 10 AND AL SW,
<br />9W & IOW ON SHEETS 5, 6 a 12 FYI SHALL HAVE A LEQBLE. ANW RFAKY MIEL.E MAiRXW INS'TRUCTimc OWNER OR
<br />7. ANCHORS TO WALL. SFVLLL BE AS FOLLOWSL
<br />'TENANli' TD SECURE PANELS wa" APPLICABLE DURING PERIODS OF HURRICANE WARNING. _
<br />(A) , PCMEEB
<br />I L ik^s1-AL-1.A�TKSNI C,OLiTRACrOR IS To SEAL/CAULK ALL S#fsT€ETi COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />- 1/4'f TAPON ANCHORS AS MANUFACTURED 13Y LTW. BUUIU)EX, INC. (Min, fc-3T92 ps.1•)
<br />THE BUILDING I TO PREVENT WANDAM INTRUSION.
<br />1 f
<br />- 7/8" CALX-IN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS ING. (MIN. T°c-3000 p..Q
<br />- Ile# x 3/4' SOLID -SET A14DFOM AS DWRIButEo W ALL POINT SCREW, BOLT & SPECIALTY CD.
<br />12. STORM PANEL *rs7 LLATON SHALL COMPLY WITH SPECS INDICATED IN THts DRAwm PLUS ANY BUILDING AND 20NHN0 REmkATIOHS
<br />'
<br />(Mm f0-3DOO P.s.l.)
<br />PRE BY THE JURISDICTION WHERE PEiM1T IS APPLIED TO.
<br />- }14-10 PANEU. FEMALE a F!ANl7.H .TE PLJ15 ANCHORS, AS MANUFACTURED BY FaCO CONSTRUCTION PRODUCTS.
<br />13. (o) THIS PROD= EVALUATION DOCUMENT (P,ED.) PREPARED BY THIS 04UKEM IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />(MIN. T'c-335O. p.
<br />p.e.i.)
<br />FOR A SITE SPECS PROJECT: La. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O.
<br />- 1/4-0 CF TAP-" APOHORB, AS MANUFACTURED BY TRU-FAST CORPORATION (fc360D P.A.)
<br />_
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. KRM46C AND INSTALLATION IWWDING LIFE SAFETY Of THIS PRODUCT
<br />A.4) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 314'; r FOR PANELMATE FEMALE
<br />BASED ON THIS P.E.D. PROVIDED HE/SHE D NOT GATE FROM THE CONDITIONS DETAILED ON THUS DOCUMENT.
<br />to AND PANEMALTE PLUS AND 1 1/4" FOR CF TAP -GRIP ANCHORS.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONIMLITY.
<br />AZ) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/87 INTO THE POURED CONCRETE" NO EMBEDMENT INTO
<br />(4) THIS PROOLICT EVALUATION DOCUMENT WILL BE CONSIDERED €NVAL* IF MODIFIED,
<br />STUCCO SHALL BE PERMITTED. 1/4' f-20 SCREWS. USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STWC'CCO EXIST,
<br />NO 1- MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THIHEADED SCREWS W/O HEAD.
<br />(d) SITE SPECIFIC PROACTS SHALL THE PREPARED BY A FLORIDA REGISTERED DER OR ARCHITECT WHIW WILL BECOME THE
<br />BUT WITH WING NUTS,
<br />ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSiBLE FOR THE
<br />TO THE
<br />A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD 90AWS BE FOUND ON THE
<br />PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTTND AS A DELEGATED ENGINEER .
<br />P.E.D.. EmmEE:Tt, SHALL SUBMIT TO THIS LAT'iEFL THE SiTE SPECIFIC D WIkGS FOR RV EW,
<br />WSTING WALL. OR FLOOR, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS. ANCHORAGE SHALL. BE AS MENTIONED IN A,) AM IN A.2).
<br />(n) THIS P:EA. SK61L BEAR THE DATE MA ORIGINAL SEAL AND SIGNATURE OF THE PROFESSWNAL
<br />-
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />(8) TO EXISTING CONCRETE %= WALL AliTM C
<br />- 1/4- f TAPCOH ANCHORS AS MANUFACTURED BY L T. W. BUEDEX, NC,
<br />1#. 51LS kLAHNUIN ACCORD LABEL SHALL LE LOCATED ON A REA011.3 OF DILY FLORIDA UILD N LOCATION AT LzR
<br />IN ABEL
<br />WITH SECTION 1TO
<br />- 1/4' I x 7/8' CALK-N ANC PR% AS MANUFACTURED BY POWERS FASTE S INC. (MIN. fc-15LO P.s,1)
<br />� RE� � NING SECTION 171100. 2 OF THE
<br />- 1/4'0 X 3/4' SOLID -SET ANCHORS. AS T?lST1i.`-- ..11FSi BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />- -
<br />(MN. fc-1800 p.s..L)
<br />- #14-10 PANEIMAIE FEMALE ID AND PAN LATE PLUS ANCHORS. AS MANUFACTURED ITT L`O COFkSTRUCTON
<br />USED
<br />� ...., SHNL- ONLY BE TO
<br />PERMITS N THE STATE OF FLORIDA
<br />PRODUCTS (MIN, fc-2071 p,s•i.)
<br />; ,_`• FLORIDA BUILDING CODE Va - PIN. Nano Zone)
<br />- 1/4' n CF TAP-GR6P ANCHORR A MANUFACTURED BY TRU-FAST CORPORATION',
<br />e.,'At5 lr7LL14
<br />- GAfiE-VAE.'D' STEEL STORTII PANEL D BY:
<br />Q• ��� "'
<br />ELL) MINIMUM EMBEDMENT OF TAPGON ANCHORS, LILA PANEI.MATES AND CF TAP -GRIP AHCHTN?, INTO THE CONCRETE
<br />BLOCK 'UNLC SHALL BE 1 1/4'
<br />TfFJLL
<br />--- -_-�+ LOBAL PROTECTION PRODUCTS, I=.0
<br />%W�-IJOV
<br />CMLC-AN & SOUD�-SET ANCHM SHALL BE T7 BEDDED 7/8" INTO TH£ CONCRETE BLOCK UNIT, NO EMPEDM£NT
<br />STUCCOSHALL BE PERriAIiED. 1/4- 0-20 SCREWS USED SHALL SE 1 1/2- LONG MINIMUM SHOULD STUCCO
<br />HNC.B.2)
<br />+Eno S.W. Si S1AbE1'INTTO
<br />'y 6nuir nctim a ENWINN�AB CORWAW IMMIL FL 3331418'-D2i
<br />FAn
<br />E7LIST„ AND 1' MINIMUM FOR WALLS YYNHI NO 5'OUCCD.
<br />IN MOW. ��-� -�.
<br />sAAA, rraei--wa`aat�Rm
<br />_a
<br />SB-dOOa7Nli 9aF Trr, r a"anmN us nARaaHNG Nu:
<br />IaNN:rfX A .k. P.E: aR H-T,x � 'SNBE4 , W° aA
<br />diO1W2N AY. 44N67 -
<br />CONCRETE ANNCHIM
<br />� sCFEOLIIE ON -
<br />CONCRETE ANCHORS SHEETS 8 ,NlAoucN a)
<br />sIs 6TLRIww+D" 9) T DEa TRETE RDI
<br />Ile
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<br />CONCRETE. BLOCK
<br />RVOUIiED. /
<br />1 sTUD 6
<br />12 1/2" oac. t!
<br />1
<br />PaLiRED
<br />CONCRETE
<br />��
<br />CONCRETE ANCHORS��+y
<br />CONCRETE AND
<br />STAro1�Rm W/
<br />= a1 �+ J
<br />(SEE SCHEDULE
<br />LmLQ
<br />CONCRETE ANCHM
<br />(SEE srANTDANE OH
<br />j' s+ms 8 1tNF'.OtIGI1 9)
<br />GATE ANCHORS
<br />(SEE gmm.r ON -
<br />BI&TS 5 TdtOVOH 9)
<br />DPP POURED
<br />OR;L
<br />1
<br />REM
<br />I
<br />7
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<br />I
<br />¢Bt1561:a60
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<br />7 e71
<br />GARf WOO 0
<br />, 7 x`
<br />M11 e
<br />e $
<br />'1
<br />12 I/2' =
<br />Cml ' STUD 6.
<br />1
<br />HXISNHG I'+OLJRkD 12 Ij"Y OP-
<br />E705TW'NG FeOUR¢I
<br />d�
<br />-,,
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<br />�i
<br />CONCRETE BLOCK -
<br />REWIRED.
<br />R'E0INREO.
<br />1.
<br />1' AHir1.�
<br />-..
<br />CCN911ON5
<br />%' M'
<br />4 #'f �(8` #•rMNt&
<br />TANG ANCHORS Y� J_
<br />(SEE SOREDua ON
<br />' ar ak,
<br />utQQ
<br />COWMETE�oN
<br />(SEE SCHEDULE ON SHEETS 8 THR04 H 9) \i SHEETS a THROUGH III 6 1Y H 9D
<br />srLETs 6 TIIOIIOH 9)
<br />1ERNATE BUILD _OUT MOUNTING
<br />WA11 MOUNTING �lUNO AN FLOOR {Ot LING BURL} OtfT IIIOUNTINO 9I --
<br />SECTION 1 5ECTltl i Z ,�j�N 3 SECTION 4
<br />SCALE 3/8=1' SCALE
<br />ED. DISTANCE
<br />1 (SEE SCWD ULE ON
<br />ON SHOO a1 SHEETS 8& 9)
<br />w To 01A 1
<br />SB S[C1RONkS i, s a 4
<br />aN SHEET 4 ^
<br />CONCRETE A CHKIIS
<br />II Nyy
<br />I
<br />I a
<br />N 1 T CO.e
<br />3
<br />Im(
<br />dcrs*erL+1�NATTdkN OP"GTiOILS.
<br />TOP & SOMM MOUNTINGS CAN BE
<br />E Oat I
<br />I I
<br />t!I /*
<br />COM61NED IN ANY WAY TO SUIT ANY
<br />IMSTALLATH3Ni
<br />�k4yA,lH
<br />FLORIDA BUILTIHG CODE (High Vslacf Hurricane Zone)
<br />POURED
<br />o?7P3 11L.TECG /A~ 20 GAGE GALVANIZED STEEL STORM PANEL
<br />CROWN W
<br />CONCRETE /+
<br />lr
<br />REQUIRED. CONCRETE AFk:ICIs
<br />SCHEDULE ON
<br />_ ,...
<br />r
<br />,w - fir.
<br />i L E C HNC. GLOBAL PROTECTION PRODUCTS, TLC.
<br />nw
<br />"/IV's
<br />WNEE1s 6 1FIKLKiH 9}
<br />}i ' A 0
<br />a D� No w HNr CAMF_ F1-'a33' 144
<br />15-021
<br />rrn-LNG AND FLOOR_ I�(}1JNTINO
<br />Al.'
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<br />�)
<br />SCALE
<br />/4-- 1-cagnm
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<br />1�TAIL 1
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<br />1 N)On(pFiE AIagH6
<br />H SGE01.lS '
<br />am 21@ls a a
<br />CODE 13F SCALE 1/4'-1' PETAIL-2NOLL sa•a€r 1/4•-1•
<br />Ala. OR SU0I
<br />MUL ON SCHEDULE
<br />01
<br />ti
<br />• N�1�Lqe��L�FOR �AS.D OFSKIN PRESSURE RATING
<br />PAFULIEL BE ORIENTED
<br />STDRMMPAtIT1`SiENG'TH t:'T
<br />SECTION I"
<br />SCALE 3/8-1"
<br />FNOIET MULLION CAN PL50 RE IISGLLED
<br />CW1E WAPuEs RON
<br />TO
<br />OR �ODTHAT IT�3DTTO! OF C".
<br />PAREL OPENING W/Tim jaM
<br />It
<br />Max. MULLION
<br />SPAN (FL)
<br />REQUIRED twat.
<br />TUBE MuLum "
<br />4 4'-6`
<br />2' x 3' x
<br />47 x 1/8'
<br />y V-8• TO er-1O•
<br />2' 'x li x 1/8',
<br />2 4` x 1 4'
<br />> 6°-ITT` TO r--(r
<br />2'. 9" x 1/6'
<br />7- "LININAMWol
<br />CODE
<br />COMPQNENTS FOR.
<br />QQLAR & LIFE SAFETY STORM PANELS.
<br />(SCALE 1/2-1")
<br />-- SAW (TOTAL WIDTH .,.,N 15.196' (TOTAL tlfXiH,,-'-"
<br />WI c -
<br />C.4W MIN. R'#CK 1..%%1• t
<br />ISTEEL
<br />az'Sa HEMMED
<br />s 2. 7' A1SYan' ITN- TICK H • ` EDGEI 2. Y G-W CALM. EDGE
<br />` d
<br />/ [ AMU - T' .r 2.0GC' ,2J` f '7YP. DETAIL ENVIED
<br />2.Oo0 ,Z (Y• 1. -D TYP. G� 5O MANY WAN. A,- _
<br />L
<br />EDGE G-Eo aNx !I ` EDGE
<br />_._s_IWAL A_-_ 4&9 AR. A_ 46.6'
<br />I- �.250" -i
<br />() ,NORM PANEL ( D STDRIAi PN►NEL
<br />2167•
<br />` II �scY4 sH3nEs
<br />.i00• .R�Oa` .,A` MIJD 1nLACiteA SS. s1u0 `•�
<br />7o AGUE 6 TO ANGLE, 6 _
<br />12 1/r O.C. 12 I/2' c,c.
<br />3` V, .093• 093" 2.000 1.SO0' 1,
<br />2'", SEE
<br />DETAAt 7 .539" " a a 375 +i Z IOErA9. F
<br />-093"
<br />ao-
<br />Ake
<br />-5
<br />Li /
<br />ISOMETRIC VIEW I�iA1_ Nair zc»D
<br />ROUNDED CORNER 0 ENDS OF PANELS
<br />ENO UP W/ HEMMED { Z J wh" I EA(lER r-i" "Uw HLADER - mGL� WITI'i ST o ANGLE WITH
<br />REnRSE STUD
<br />T W14ES
<br />I SEE OTT.
<br />f t/T4 a 2/I4 $ TOP EDGE - .374'• 37+ .086' 750 H� + sIW FLVEiED,o
<br />.3g0" LIF PANEL ,168" .IHNB 1cr .125 -
<br />}
<br />'a ,y7{j•,g55' ff dNG€E a 12 1/2' O.C.
<br />1.407'1.663' .D�.: 3eT)' �. - t
<br />390'
<br />1 � 1.67,"
<br />,.8 ,• \
<br />r THOLE FOR -.-- - -_ ,..083" 093' . 1A15' I )550•
<br />i
<br />LOCATION AT ` - 1 _., L :. ..�.
<br />P44EL SLAP N •, wh..AIH}"
<br />w
<br />I KEY HOLE WASHER
<br />m. [ "" " g� 3 WSJ° wFM TRAILK ( ELATA PA LATED
<br />GALVANZEP ST,.EE. .1wi'
<br />IV LINO
<br />11
<br />1 � its" � � •` j �Aie FLORIDA 81ILLDING WDE HS h Velocity iiUrric€tns Zorn)
<br />D63` AYAO M(KTL OFBOTTOM PANE ; ' SEC •� exrs nn�q A F 20 GAGE GALVANIZED STEEL STORM PANEL _
<br />,12 .t$75" PLATED WING NUT
<br />un
<br />KEY HOLE - ,ra/HatNs
<br />= Y C C� L W a. LOBAL PROIfUCTS, ITC
<br />4WD S,M, y1 STREET
<br />jI 2 � Xl ✓cW nun aLa7NN0 a o coYralrr Dam F ass,+ 15-021
<br />-- x _ w . _._ w . NJ9a'tA1e .ems NR. 49w awi eAtet.H aamar,C A aNr PH ONE, (orw?W_715as. FO. (96'.4)ad9'�•M7
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<br />-INN LM PA NEUMTE FEMALE To, CONCRETE ANCHORS
<br />i>I35 OR CF TAP-GRP (� ALE R -'
<br />saaTYJLe ON NHEET 6 & 9) smerrs 8 THROUGH 99)
<br />I
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<br />1 � EJOSTHNO POIJREC]C3 '' I
<br />1 ' BLOCK I
<br />I ; � REAtANEO, �
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<br />'
<br />1 a
<br />P../ %2 1
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<br />Carmel pointm c )1.
<br />CONCREM
<br />BUCK I FOctsnN'G kiO I- D.
<br />1
<br />REQUIRM
<br />CONCRETE ORPDUR
<br />JCONCRETE 1WADCK
<br />I RL`OLIRED.
<br />1/2'.
<br />GYX-I1 as
<br />FEMALE 10 AND ANEIL A1E CONCRETE ANCHORS
<br />PLUS OR CF TM-i+'III• ( stDtY.E oN
<br />s:1s'1 M1A1. 61+tINTINC+-L-Y1.-1
<br />SECTIONS 5 & 6
<br />SCALE 3/8-1-
<br />or IXLS 6 NEW 1' WIDE: x Vmws x 18• f
<br />TICK ALLIM. TIRE OR I' x T
<br />__-
<br />m"NGBAND I�:T. WOO PLATE SPACER
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<br />I
<br />J
<br />, * NEW I" MOE x VARIES x 1/8'
<br />1
<br />- ALUM. TUBE OR I' x VARIES
<br />I2.T. WOOD PLATE SPACER �
<br />1
<br />1
<br />BEHIND TRACK
<br />_
<br />C - CONCRE1E ANCHORS,(SEE
<br />_
<br />SCHEDULE ON
<br />rS a THROUGH 9)
<br />j Ccn1
<br />I; r� POURED 0uw- P%cm Loam G 6,
<br />CONCRETE ANCHORS iNC#iBiE aR Ax Fs 59
<br />(Sm at7I9NAJC 1 1/2- Min. CQNCREIE BLOCK ITaWt Aa SN9CE'A w r.,THAT
<br />ONSHEET a a s) 3• Mm_ PEOLIR£'Q, TRACXS
<br />NOWT.
<br />5Hs1MN
<br />SCALE isx
<br />DETAIL FOR SUGERS RE€ItII D AT TOP OR
<br />BOTTOM TRACKS AIACENT TO STUCC04MUMM
<br />FLORIDA
<br />Hurrlcans
<br />MAXIMUM
<br />A 5 D DEStGN PIKE SSLIRE
<br />RATING AND CQ8RE5PQHDING
<br />MAXIMUM -PANEL
<br />N9jH "L CHEI)tlLE
<br />(VALID ONLY FOR & INsiALLATITRG AS PER SECTIONS 1 THRU 1a ON OEM 4, 5 & 8)
<br />PANEL AND ANY
<br />* ICLTED W/ ,/4 i 3iM1• S.& M.&
<br />a Co%W AT 17AGLAP a MMU24M OF two-
<br />.
<br />Q S P SI�ItE RATING
<br />DESIGN-
<br />AN C
<br />rilN
<br />I LI NCI•IO
<br />5PACING
<br />SCHEDULE FOR ICE
<br />T P
<br />NST
<br />INTO STIN OIL
<br />BLOCK
<br />(VALID ONLY FOR PANELS 1)& @INSTALLATIONS AS PER SECTIONS I TIM 7, ON 7S 4 & 5)
<br />TO
<br />TO
<br />76
<br />� In a 11 FOR AtxCN0A5 1'd'E ! SPACING FOR
<br />�`,I..LLHtg{TE'S `}yy.�Fjf
<br />Zr� (Sr i{ d r
<br />1
<br />_ _
<br />1 CrLTT6 ZNOTHe
<br />FLORIDA BUILDING CODE (H(gh V6loc ty. INUFrT )
<br />r"4
<br />'�*.•.^(ylr.
<br />c
<br />6Wnrs nlsal, W. 2O "YAHIIED STEEL STOW PANEL
<br />rat
<br />No. 44167
<br />'
<br />I�1r.a�aaNw GLOBAL PROTECTION PRODUCTS, LLC.
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<br />Q "/G.°ii
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<br />MAXIMUM AS,0.
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<br />u,mAAN SEPARATION
<br />CONDITION
<br />4RIS.IS, -72A
<br />T� NXA L�'�
<br />2 ,/+`
<br />URIBOLiT°0
<br />, TH161 $ 4 7
<br />}555, -72I3
<br />]7`_9 1G 6'-A* Mmi.
<br />2 3J4'
<br />T T1•IGU 6 & 7
<br />+65-D:. -72.a
<br />?{A.-6"'FO 11`-2` MRm.
<br />2 1f2'
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<br />• J� �H
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<br />,2`--4` 0R
<br />H; 9 t to
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<br />-_-_ IW9XWfUl3 ANCHORS SPACING FOR E29.. a ,/2` *' _
<br />�, 7D
<br />T
<br />(� TAPS C311:-HNH
<br />pAVELWIE F47NLE O
<br />N3MTE PLUS
<br />GF51GN
<br />SEC,lOFtS } a
<br />iMVe�AAtH 1�
<br />'t`
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<br />LfNNGTH CNN.)
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<br />RATWN9 f.�i}
<br />1TX NX2NIREIE
<br />N'rOfl�fNiE�'IE ,0 E
<br />r•
<br />TO COIfpETE
<br />BLOCK
<br />To NCH �
<br />OF THEM
<br />$•
<br />TNIA
<br />lN/A
<br />N/A �
<br />N/A
<br />C
<br />IyfA
<br />A' NA
<br />t (TaP)
<br />R-
<br />5'
<br />N/A
<br />N/A >Y
<br />6'
<br />e'
<br />6`
<br />� 8"
<br />1 (BOTTOM)
<br />H1'
<br />rT/A
<br />N/A
<br />NIA ti`
<br />N/A
<br />t1'
<br />"AA
<br />2 (TOP)
<br />- -
<br />8'
<br />H/A
<br />N/A.
<br />NfA O`
<br />_.-
<br />N/A -...
<br />_
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<br />1V/A
<br />5' N/A
<br />'2 (TKfiW}
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<br />e'
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<br />NIA b`
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<br />NY
<br />N/A
<br />8• NIA
<br />3 a + '(RAF')
<br />.,«..�
<br />7-9 OR L3;SS
<br />OR LESS
<br />8"
<br />6'
<br />N/A
<br />N/A _.. 8...
<br />8.,
<br />3 �)
<br />6`
<br />FAEL41HIeS Ntf{<} WOOD F71AAE BIf.06W1
<br />#�Nr ANCHOR XIS ,Vf) WRIAIN EDGE OBOINCE ARE MDlG1TIl CN IHB axNAntd r
<br />xt}�S
<br />THAN N01CAiffi ON 9�E i1mI10E ANCHHOR SPri[9N6 8Y IAHLTTaf.YNo 59wwKl SRHOWN ttN �-^
<br />7Ni FOLIAiRR9 FALT<%B. FOR THIS GPF7U�ON to ,!€ ILT1Ut� SP/tCENG OBTAINED U!!o FAL`TON
<br />' SRiILl I4iN" THE LESS THAN MINIMUM '9PMR19 lYIICJQED FOR r.Ai)H At�NOR TYPE AT NICHIOIiS llA'iEHp.
<br />t1PE
<br />1/4i
<br />1f4a.
<br />Ej`r, ,Js.
<br />1/+"•
<br />,/4"e
<br />ANCNdl
<br />TAPGaN
<br />OF 1RP•-am
<br />FEMALE
<br />2w/10, 3W/10, 4W/10, 6/5
<br />6W/11 do 7W/11
<br />RSt FOR CONCRETE SEE SCHEIXXE ONIONSHNFFTS 6 a 9 3" MAIN,
<br />FOR WOOD SEE SECTS ON SHEETS 10 & 11 1' M@N.
<br />a a
<br />-
<br />Vi�I�D PINATAS W/ 1/+r-24xT•
<br />LIED PANELS .S. B0.:T W/ 7/8' x 3/32'
<br />SECTIONS AS UTS 0 EA, OVERLAP
<br />CAE3L�' SECTIONS AS APPLIG.k:)
<br />° a a a a
<br />3' MAX - 1/4. 2/4, 3/4. 4/4> 5j5, 7%5, i• PAIN.
<br />'• - 1W/10, 2W/10. SW/10, 4W/10, g 5
<br />5W/10, 6W/11 A 7W/11 /
<br />AN/CNORS: FOR CONCRETE SEE SCHEDULE ON LET'S 8 & 9
<br />WOOD SEE SECTIONS ON :MEETS 10 & 11
<br />7{yR1ti
<br />g;� R PANELS &A ELEVATION
<br />SEC'TiON A -A
<br />N.T.S.
<br />REQUIRED CODE AM04M
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<br />Ct° AI EC ON
<br />st�Lr n) a�T 1r)
<br />GGHORK arH
<br />REQUIREDTE HREwJm IInGK
<br />Ii�N DL_ T AT7[TId ICI, e1 J WALL 'MOUNTING
<br />DIRECT ASECTlON BI1t INTIN DIRECT 1INSI WAOA�
<br />SCALE 3/8-1• -SCALE 3/8-1"
<br />- - D_ (_- �EAI 7 TOP & OBGTITOF7.AVATIH?
<br />I
<br />MOUNTZIGS CAN BE
<br />SHEET 9) COMBINED IN ANY WAY TO SUIT ANY
<br />itISTAL LAT)ON.
<br />CONCRETE
<br />METE BLOM
<br />CONCRETE AHOHORS
<br />Ssm scHwuwC ON
<br />HEET 9)
<br />tin 6
<br />9S®UE d2 i E
<br />FLORIDA
<br />AN c NOFt&- FOR CONCRETE SEE SCHMA.E ON SHEET 9
<br />FOR WOOD SEE SECTIONS ON sHwr 12
<br />s• M a 2.6r r Max
<br />1' L619_ (MN• 004AP -1 WHOLE WILLLV)
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<br />�LNN6 J•
<br />17N. LN .IIIN
<br />m1,kiJivMN1vN
<br />CODE (HTah Woolly Hurrlcans
<br />MAXIMUM
<br />A,&D,-P_%RES
<br />•`
<br />SPACING Chit RULE FOR
<br />REGULAR
<br />ST
<br />RN PAID
<br />TA
<br />NS
<br />INTO EXISTING
<br />& COhICRETE
<br />BLOCK
<br />STRUCTURES
<br />�C•'�O�NGRET�
<br />(VALID Y FOR PAAIEIS D& QINSTALLATIONS AS PER SECTIONS 1 TNRU 10, ON SHEETS 4. 5 & 15)OR
<br />LESS
<br />SFOCINGF
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<br />FLCYRIiIA BUILD � �LIG II Vela4siNy }
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<br />CF 1NIs•�
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<br />I
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<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />6
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />I TtOP)
<br />6'
<br />4-
<br />N/A.
<br />N/A
<br />6'
<br />8'
<br />N/A
<br />_-
<br />A
<br />1 ()
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />e'
<br />N/A
<br />6'
<br />N/A
<br />8•
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />-
<br />6`
<br />NfA
<br />N/A
<br />N/A
<br />8"
<br />N/A
<br />5"
<br />N/A
<br />S.
<br />N/A
<br />N/A
<br />N/A
<br />2 (807TCR4)
<br />�. -72.0
<br />6'
<br />NIA
<br />N/A -
<br />N/A
<br />6•
<br />N/A
<br />8-
<br />N/A
<br />6-
<br />Fl/A
<br />1§ 11 Asia #2 FR�N AfftafCJ35 TYPE & SFAiCIIG FOR 9NS&NlLNCYRfI4s INRC W00G ARM£ 9i10.011YA.
<br />,ItMIAiI A� �A AHEH MMdtiHlli FOIE OkifiNCE AAR ICED ON TH$a � F1;oT $rY. LEES
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