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<br />- '•'..;X I 1•,: ,�7 I. ,Ii ,�71 -�71 tl:i ;MI �.
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<br />MINIMA NIENCIIS SPAN FOR E a . 3 ,fr ••
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<br />12•
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<br />6 1/2'
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<br />I EE NOTE .. BELOW FOR LIMITATIONS FOR
<br />1
<br />1 i• MAK. 1 ; 0 MAX.H I I I I 1 1/2• Low SLEVES.
<br />1
<br />iL. I
<br />SEE SCEDULf ; PANEL LENGTH 1 1
<br />ON SNEER 3) ;
<br />" ( SCHEDULE 1 i (SEE SCHEDULE j l \ i- _PANEL CUTE FE1MlF O OR PANEL RATEUT
<br />ON SHEET 3, IL_"_ .-_..- ON BFEEF 3) ; PS (SEE SCMSECT UIE OM 11)
<br />,,.10011• -.._---.;
<br />--
<br />alII1Py�
<br />S _
<br />,�, SEPAPIATION 2-.4-'�
<br />_
<br />--� G �•�j (SEE L I PLATE REOM)ED
<br />1
<br />ON SHEET 3) ;
<br />I I ECTWOSP���
<br />����
<br />1 1 1 ME 1 5 j SCARE 3/9-1-
<br />- SEE TABLE /1 ON IEEE PANEL
<br />1-U ' • 12 1/r D.C., 11 FOR MAX. LENGTHS t
<br />t SOB' - MAT. DESIGN LOADS FOR THIS NSfAL1ATIDN.
<br />.D
<br />B 12 1/2 Or-H -- -1
<br />II
<br />WOOD ANCHORSSTAGGERED
<br />FEDU E/ Gam) SPASA M WAY ME t 11r Low r
<br />.1 !
<br />1` , ! SHEET 11) (1) PPOM U r4N 0 UNDID D 10 A TIME 6DAT NAO,B• WITH W-W
<br />! } IKMOg: Wt YBN RGOF HBM6 OIBI e A Bb9WO1BB TON ANY
<br />2•.4' WOOD l I `
<br />�i SUROM Now r DOOM NN NNW 1*
<br />PLATE TYOOD ANCHORS
<br />I 1• EEL vowaa II To wn Pam= I _ � � •.4- WOOO
<br />GG AM M GOLD "M OO o"0011T M (M►►A1NIC� IAAA NNW[ W a rl II
<br />M 7PElr 3 YR/ S ROIOS, to 1 4' A TE REQUIRED /r TLC
<br />(SEE sCFEDUL ON IOFFI A6 iNE Ia1LC1110IEE PN6 YB[ FLLBj ,MEWL E eIAJ9 NMICISI D 6
<br />Ile.".
<br />L` I SHEET 11) GOMISD URN ! tlBLTB A IhlBILTBM FROB i2 I/2. 0Z NWOMB Ile. GN
<br />(1)
<br />ii
<br />i` IM�w + -0 P.F�B'RE En MAIL 2. aN RBn L9AN B IrM ,G Gr A ANY on.A
<br />(CUM • A MMipOM FROM WWII PANEL UNDO MINIM ON
<br />CD MINIM NORM Pon Loom Is WALL MOUKFOW MOtw
<br />ERECT
<br />(4) 1 1/r LONG WAM ° PMR NA eW1 ff a POrAW)Tl ON
<br />WALL MMM (» sIOBI MIl MWAIOM B aNr
<br />IN NI NMIWM W000 N 16 NLL SCALE 3/Mt- "Go Si IW ACON or 1 (OMB O Oel M O CLY
<br />WIND UDR WI. 1MM 1. I 3 AS BOOM N AWY
<br />AT1
<br />SCALE 3/Mi• H) GCONEAYI 1MD ONLY F011 MO c-im gwIBNC AND /K am (M NIIBO Gr M now
<br />VJLDM Om
<br />12 2.3 FM ARMS
<br />.. A
<br />.....
<br />' VCEN
<br />FLORIDA BUILDING CODE IT Y4IE00 Nurrtoam Zone)
<br />ROTE FOR eaMNATiON OF srcTtaRs: ' INN Rt1RC0. ME. p.
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. � IrO. �tBi
<br />24 eHwE GALVAItlZED STEEL STOR11 PARK(.
<br />DESKiR PRESSURE RAT9NO (p.Lf) AND PANEL LENGTHS* TOWN N:
<br />TOP # BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />COMBINED IN.ANY WAY TO SUIT ANY ALTERNATE 2W) STATE PROTECTION PRODUCTS. LLC. N
<br />$.• E1LNR6' C O INa.GLOBAL aqp
<br />INSTALLATION. MIW ,AL N PtPar O
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />A•w , IMp AT-r . ti , 1WW o1-Hr F,IONC (""me-Aw PAR OAK)= an
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPE'CFlC S%�ORID..: 20-175
<br />DENSITY OF OM OR EQUAL a-GMnMB "`
<br />eNlp w IWLr Y., PL 41Qt • s u
<br />GENERAL
<br />•.• .Y R !Y•11V 1 L->r 1WN1 gal fL
<br />(C) TD --- W°°0 fYM SEMMM wev 0 . °96 IMI1:
<br />t. STORM PANEL 9OM1 ON TK PRODUCT EVALUATION DOCUMENT (PEA.) HAS BEEN VERIFIED FOR COIIPUA4CE N AY MMNCE
<br />- 1/4.0 TAPCON ANCHORS, AS MANUFACTURED BY LT.W. BULDEX. PC
<br />WITH THE 2020 (7U, COTTON) OF THE FLORIDA SLOWING CODE. THIS STORM PANEL SHALL NOT SE INSTALLED AT HIGH
<br />- 014-10 PANELWTE FFAW,E ID AND PA/KLWTE PLUS ANCOWL AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOC1n' HURRICANE ZONES (YMM-DADS / SROMARD COUNTIES).
<br />- 1/4-0 LAG -I E - PER N.D.S.
<br />AS PER SECTION 609 #ISLE ABOVE MENTIONED
<br />1 CODE. FOR A BASIC WINO DESIGN WIND
<br />SHALL
<br />- t '0 T n
<br />7/ 6 e S/6• WOOD BUSlIOHG. AS O151MBUfED BY ALL PORT SCREW. DOLT t SPECIALTY CO
<br />9I+EEp AS REOIDED BY THE JURISDICTION WHERE STGO,t PAN10. WILL BE MTALLED. AND FOR A DRECfptHWf1' FACTOR
<br />REQUIRED J RISDIIMION
<br />KO-0.65, U13NO AM 7-16 AND SMALL NO EXCEED THE MAXIMUM (AS.D.) DESIGN PREssm RATINGS INDICATED ON SHEETS
<br />CA) MINIMUM THREADED PENETRATION INTO WOOD OrTAPCON ANCHORS SMALL BE 1 1/2- AND 2• FOR ELCO PAEL ATE PLUS
<br />3. 9 TIRU 12 It 17. 17. TA
<br />APANELMALE FEMME 10.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WM LOADS DETERMINED PER ASCE 1-14 SHALL E FAST
<br />REDUCED TO ASD, DESIGN PRESSURE RATING E LNLIIPLVMG THEY BY 0.6 M ORDER TO COMPARE THESEW/ MAX. (A.SAJ
<br />CS)) WO"THREADED PQETRAl10N OrIaAC SCREW. INTO THE WOOD FRAME UNIT 91HWL BE I T/2'. NO UNTENDED
<br />DESIGN PRESSURE RATINGS COINED ON SHEETS 3. 9 11RU 12 ! 17. Id.
<br />CO
<br />PENETRATION INTO STUCSHALL E CONSIDERED AS PART OF THE REOUNED THREADED PDCMMrON.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE HOT GAR ST SED, A 33% INCREASE N ALLOWABLE
<br />STRESS FOR WIND LOWS WAS m USED N TEEM ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN WOW = N
<br />C3) MINIMUM EDGE DISTANCE OF LAC SCREMIS. WrO WOOD SCULL E AS 9IO93,TED N THIS MAKIN:
<br />ACCORDANCE WITH MD.& 2016.
<br />STORY PANEL'S ADEQUACY FOR IMPACT AND WIND RESMANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 160.1.2 OF
<br />C.4) MINIMUM PEtEI1M1gN OF WOOD PUSHING SHALL E 51C. 1/4' 0-20 SCEWS USED SHALL E 1 1/2' LONG MWW1Y
<br />THE ABOVE MENTIONED CODE AS PER AIERICAN TEST LAB Of SOUTH FLORIDA REPORTS /0014.01-01 AO 10219.02-00, AS
<br />SHOULD STUCCO EXIST. AND i' MINIMUM FOR WALLS NAM NO STUCCO.
<br />PER SSM 12-99 At ARM E 330-02 STMb1RDS, AND AMERICA N TESTING UB SCUM FLORIDA REPORT 11123-01-10 AS PER
<br />TAS-20/ AND US-203 PROEOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 16M OF THE
<br />C.S) M CASE THMT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS WE FOUND ON THE EXISF61G
<br />FLORIDA BUILDING CODE.
<br />WALL ORS LOW BE LOENOUGH TO REACH THE MAIN STRUCTURE eE11MD SUCH PANELS.
<br />N040RAM SMALL E AS MENTIONED IN CA). C.2) t CA)
<br />2. ALL ALUMINUM EXTRUSIONS TO E 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2
<br />(0) ANCORS SHALL E INSTALLED FOLLOWING ALL OF 111E IIEODAIENDAilONS AND SPECFNATONS OF 7/E ANCHOR'S YNRUFACTIIER.
<br />3. ALL KINi9NI1M SECT METAL USED AT CLOSURIES SHALL HAVE 3106-Hi4 ALLOY.
<br />6. P94MS MAY ALSO E INSTALLED HORMONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4. ALL StM SHEET METAL PANELS SHALL HAVE STRUCTRAL QUALITY STEEL ASTM A-6S3 ORAOE 60 MINIMUM 4-00 GALVANIZED
<br />THROUGH 6) EXCEPT THAT HEADERS® 40 SHALL NOT E USED.
<br />STEEL DESIGNATION! W/fV. 92.2 Wel cAF7ER ROLLED).
<br />9. IT SHALL E THE EN-ON30 JTY Or THE CONTRACTOR TO VERIFY THE SOLVINSS OF THE STRUCTURE WHERE SHUTTER E TO E
<br />L ALL SCREWS TO E STAMM STEEL 304 OR 3t6 $0 SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />ATO M.StME PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY E ATTACHED T° CONCRETE. BLOCK OR W000 FRAME
<br />W/ 50 Ae1 YEW STRENGTH AND 90 WTENSILE STRENGTH AD SNV.L COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />241
<br />24t 1.3.3.4.
<br />10. EACH REGULAR STORY PANEL WIN LENGTHS OVER W. AS PER SMIO M 1, 2. 4, S, 6 SLID ALTERNATIVES 111, 311 At 4W ON
<br />SHEETS 4. 5. 6 ! 7 RE4/ECTNFLY; SHALL lIAVE A LEYMSLE AID IIE40IY V6MItE IIARKSIr. HNSFRUCING OWNER! OR TENANT TO
<br />6. BOLTS TO BE ASTM A-307 GKVMPZED STEEL. OR NSI 304 SERFS StAM1E55 STEEL, ,Mfll ]d kM YMKNI YRW STRENGTH.
<br />SECURE PANELS IRIH APPLICABLE REW6'a/CE11EM DURING POUNDS OF HURRICANE WARMIC.
<br />7. ANCHORS TO WALL SHALL E AS FOLLOWS:
<br />11. THE INSTALLATION CONTRACTOR 6 TO SEA./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CONTINUOUS CONTACT WITH
<br />THE eURoREVw Lw TO PW9M)/RAN "U".
<br />W
<br />- 1/4-0 TAPCW ANICHM AS MANUFACTURED BY LT.W. BUIDEO, INC, OAT, rc-3192 P•.J.)
<br />12. STOMA PANEL INSTALLATION 91ALL COMPLY WITH SPECS 94WAIW M THIS DROM PLUS ANY B(ADNG AND ZON91O REGULATIONS
<br />- 1/4. 0 . 7/e' CALK-14 ANCHORS, AS MANUFACTUREDBY DEWALT INC.
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />- 1/1'0 . 3/4• 50L10-SET A1CN011$, As DISTRIBUTED 6Y ALL POW SCREW, BOLT t SPECIALTY CO.
<br />(N.. r- 3OOD W.)
<br />13, (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS 94OH R IS GDOM AND ODES NOT PROVIDE INFORMATION
<br />- 114-10 PNELLATE FBIALE O ! PANEIMATE PLUS ANCHORS, AS YAFAFACRURED BY ELCO PRODUCTS.
<br />FOR A SITE SPECIFIC PRO.ECF; i.e. WHERE THE SITE COIOROS DEVIATE F114M THE P.E.D.
<br />- 1/4.0 ZAWC NALN ANCHORS, AS MANUFACTURED BY DEWALT. INC.
<br />(p) CONTRACTOR TO E RESPONSILE FOR THE SELECTION, KM04 E AND INSTALLATION NCLUOINC LIFE SAEn OF THIS PRODUCT
<br />A. WWUY EMBEDMENT # TAPCGN M404 L INTO POURED CONCRETE SWILL E 1 3/4'; 2' FOR EuCO PAIELIWTE AND
<br />• 0 IN 11,5 P.E.D. PRONGED IE/9O DOES NOT DEVATE FROM THE CONDITIONS DETAILED ON THIS DOCV".
<br />CONSTRUCTION SAFETY AT SITE IS 1!E ODNTRACTORSRESPONSSIUTY.
<br />1 3/4• FOR ZAMAC NNAILN ANCHORS.
<br />it,5 PRODUCT EYALW110N DOCUMENT MAUL BE ODINSIOFF1E10 INVALID r RANTED.
<br />IL2) CALK-N ! SOLID -SET ANCHORS SHALL E EMBEDDED 7/6- INTO THE POURED CONCRETE. NO EMBEDIEw INTO
<br />STUCCO SMALL E PERMITTED, I/#' 0-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM BMW STUCCO EXIST,
<br />(E) SITE SPEOM PROJECTS SMALL E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT ARCH WILL BECOME THE
<br />NO 1• MINIMUM FOR WALLS WITH NO STUCCO, AND MAY E HEADED SCY4WS OR ALL TF91EAE0 SMWS W/O HEM.
<br />06001M OF RECORD (E.O.R) PDR THE PRWECT AD WINO CURL E RNIF FOR THE
<br />SLR WITH WRAC NUM
<br />PROPER USE OF THE P.ED. iNGMEE'R # RECORO. ACTW16 AS A DELEGATED ENGINEER W THE
<br />P.E.D. ENK earn SHALL Raw TO THIS TATTER THE SITE SPEW ORM49S FOR REVIEW.
<br />A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAYEES. STUCCO OR WOW BOARDS E FOUND ON THE
<br />EXISTING WALL OR FLOOR. MACH= SMALL BE LONG ENOUGH TO REACH THE MATH STRUCTURE BEHIND SUCH PANELS.
<br />(e) THIS P.ED. SHALL SEAR THE WE AND ORIGINAL SEAM MID SIGNATURE Of THE PRO MWK44L
<br />M0ORW SHALL E AS MENTIONED IN A,) AND IN A2).
<br />ENlCIIER #RECORD THAT PREPARED R.
<br />(B) t0 Of6F1NO Ct)NGLT[ lWDDIL BALL ASHY C-9@
<br />14. SHUTTER MANUFACTURERS LABEL SMALL E LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- I/4" • TAPCON ANCHORS AS MNOFACIUED BY L T. W. MIROEX. INC.
<br />PANEL SHUTTER N ACCORDANCE ARM SECTION 1709.9.2 Or FLORIDA BUILDING °ODE. ONE LABEL
<br />SCULL BE PLACED FOR EASY OPENING. L49aiNG TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />- 1/1' • . T/d' CAWS-M ANCHORS. AS MANUFACTURED BY OEWALT, INC.
<br />FI•° BULOI/C CODE.
<br />- 1/4'0 X 3/4' SIXA-SET ANCHORS. AS OMYRIBUFFD BY ALL POIREAt SCREW. BOLT SPECIALTY CO.
<br />- /14-10 PN$UAAIE FEMALE O AND PANELMATE PLUS ANCHORS. AS AMNFACTRED BY ELCO CONSfRILTON I
<br />- 1/4. 0 TAMAC NALN ANCHORS, AS MANUFACTURED BY DEWALT, MC.
<br />8.1) MOM" EMBEDMENT OF TA+CON ANCHORS. ELCO PAEWATES AND ZA14AC MALIN ANCHOR. tr4ro ?HE CENS FLORIDA BUILDING CODE LAIN, Wloc NurrieaM Zon•
<br />BLOCK UNIT BHAL E 1 1/4•.
<br />WIC
<br />B.2) CALK-N t SOLD -SET ANCHORS SHOAL. BE EMBEDDED 7/r INTO THE CONCRETE SLDCK UHT. NO %044
<br />7 R'M M� 24 DOGE GALVANIZED STEEL STORM PAMM M
<br />STLOCA SMALL BE PERMITTED ,/4. 0-20 SCRISS USED SMALL BE I I/2• LONG MOM" SIOU.D MT. *
<br />MID t' rIHNRUNN FOR WALLS WITH NO S10000. STATE
<br />- PRODUCTS,
<br />PROTECTION PRODUCTS, U.C.
<br />4 �t
<br />NIL E C O ENO. IaE
<br />9.3) N CASE THAT PRECAST STOPS. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FIORI
<br />smw
<br />W.,r er•R7NM 0-19. R 33R114
<br />g0-175
<br />EXISTING WALL ANCHORS S UAL BE LONG ENOUGH TO TEACH THE MAIN STTNICTME BEHIND SUCH , 04• m-HFP . r. • 11M m-INN HIE: (M,Wr•.1nq TAR C64)MIO-•Ar
<br />lance
<br />ANCHORAGE SMALL E AS MENTIONED N ILI) AND IN B.2)- SSM/.0.'RAL ��, G.a90FM'ri i r N`
<br />N
<br />A
<br />ox � MAIL A T4R .V;PE •''••N WIQi I Nr F6
<br />(WE SCHEDULE
<br />SHEETS I T OUGHOD 10)
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<br />D. BLOCX I_' 1 CONCRETE
<br />F t SUITS 9 TIIIOIORi°N 10) iTi t�
<br />VAON.r wTEN SOLD
<br />CNX-M
<br />I•--�4} AE LIED t W/ THEN EXISTING HUED CONCRETE
<br />PANELMAT6 CONCRETE BLOCK { ;;
<br />w/ 26- ARE USED. C
<br />(ON
<br />Slo) (n
<br />WKI MOM 2 O 7 (`
<br />BOWS 3/te'. SCALE 3/6./' uA J U Q)
<br />0 N
<br />TIN N
<br />FA A: 17(Vl 3 (i5
<br />CEN FLORIDA BLMLOING CODE Nan High VelwooffyNuMoan• Zon• y(L Q) IZ �a
<br />44167 44ReW a,Ra NE 24 GAGE GALVAHM STEEL STpIY PAIBL NRrANM W
<br />* � •n S
<br />[ Y O.tF''' A2.• �.' */ 'ld Rr I AF
<br />OU O
<br />STATE C
<br />IL �
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<br />c 20-t7S lyE-
<br />NrM
<br />4 4Ns YW OIWOO r -
<br />DA-NOWT„ w
<br />INSTALLATION DETAILS
<br />r
<br />41EA�M1
<br />FOR REGULAR
<br />PANEL) INTO WOOD
<br />ALTERNATE LEO
<br />iEO119ED°tlSTMO
<br />ADEOUAC1' OF EXISTING WOOD
<br />SEMA M BE CERTIFIED BY
<br />REGISTERED ENGINEER OR
<br />ARCHITECT PRIOR TO SHUTTER
<br />I
<br />INSTALLATION. r AIM2OR5
<br />SI:NIEDUIE ON
<br />ALTERNATE WOOD
<br />GHEE 0ULE 1EON
<br />.•, I --. t' Will
<br />vi vt w WOO HAD
<br />,; I tRaDI ,a
<br />SHEET tt)
<br />SHEET 11)
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<br />wGOD MDHOWS
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<br />•
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<br />(!FEET
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<br />BClEDILE 1 „♦Y-Ron'
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<br />- -
<br />1
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<br />I-..-_.___..-.__.-
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<br />-_ _ _.
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<br />1•at Tel f-rJ ON SHEET 3)
<br />ON SHEET 3)(SEE
<br />i I
<br />V
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<br />4
<br />i
<br />• 12 T/r O.C.wow
<br />_OF
<br />1/2
<br />two
<br />1 I;
<br />1 CK REOIAED
<br />WOOD ANCHORS -�
<br />2•R4• FOOD
<br />REOIORED
<br />lIIC101tS
<br />- G1
<br />�`�vT __7�"E=
<br />ON�,_„ 3/4•
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<br />„SEM;DIL�E
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<br />YK; AND FLOOR IWiiNTiiKi
<br />SCALE 1.
<br />BUILD
<br />ALTL
<br />-OMIT MOUNTING
<br />UATM 4W
<br />SCALE 3/8-I.
<br />/
<br />FATE FOR CO MBINANCH OF SECM=:
<br />NO. 44167 •}
<br />*;
<br />FLORIDA
<br />Bu1LDllMi CODE Non fth Volooffy IiYFr10•M
<br />ton.
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />To 010"M Ma CAN I1E PANEL.
<br />P$
<br />"M 111= Be
<br />24 UK GOANIZED 9M SM PANEL
<br />A M"DESICI) PRESSURE AATINC (p 6 % AND LEOM
<br />COM■RED N ANY WAY TO SLIT ANY PER ON 3
<br />$'-. STATE OF
<br />AMA•/ M^
<br />AS SCNEDIAES
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD'•
<br />MEMBERS DOWN aTO BE MANE No 2. W/ SPECIFIC F OJ% OR EQUALy
<br />%pNALE
<br />IL EC OGII�N�ep
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