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■1 .
<br />GENERAL N=:
<br />8.3) N CASE THAT PRECAST STONE OR PRECAST OONCREiE PANELS. STUCCO OR WOOD BOARD$ BE FOUND ON THE
<br />EfOST81G WALL, ANCHORS SVL.L BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />I. STONY PANEL SHOWN ON THIS PRODUCT COLUATION DOCUMENT (P.ED.) HAS KEN VERFFI D FOR COMPLIANCE N
<br />ANCHORAGE SMALL BE AS MENTIONED IN LI) MID IN B.2).
<br />ACCORDANCE WITH THE 2014 OM EDITION) OF THE FLORIDA BLILDI G CODE
<br />(C) To EIfLSTBAG tyE OVA. S'+ET:i1C QRiMA1V T:. oss mN_L
<br />oE510N WIND LOADS SHALL BE DETERMINED AS PER SWOON 18� OF THE ABOVE MENTIONED CODE.
<br />1/4-0 TAPOON ANCHORS, AS MANUFACTURED BY LT.W. OUIUXX. INC.SHALL
<br />"= r)iM10 PANETM/t7E FEMALE D AND FVWELHNTE PLUS ANGNORS. AS MANUFACTUREDBt QCO CONSTRUCTION F7RODUCit:.
<br />FOR A MIND SPEED AS BY 1HE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND
<br />FOR A p1RECTIONALM FACTOR Kd.0.85. USING ASCE 7-10 FOR NSTALLATONS UNDER 2D14 FEC AND SHALL
<br />- 1/40 LAG SCREWS PER IDS.
<br />HOT D(CEED THE MwOMUY (ASD.) DESIGN PRESSURE WNW INDICATED ON SHEETS 7 THRU 1$ 14, 15. 18. 19 3 20.
<br />- 7/1610 x 5/8' WOOD BUSHM 05 DISTRIBUTED BY ALL POINT SCREW. BOLT k S'ECW.TY CO.
<br />N OLDER TO VERIFY THE ABOVE CONORWN. ULTIMATE DESIGN WIND LOADS OETERWED PER A30E 7-10
<br />C.1) MINNA M THREADED PENETRATION INTO WOOD OF TAPOON ANCHORS SHALL BE I 1/2• AND 2` FOR ELCO PAN ELMATE PLUS
<br />SHALL K FIST REDUCED TO ASA DESIGN WIND LOADS BY MULTPLYNG THEM BY 0.6 N ORDER 70
<br />AND PAHELMALE FEMALE ID
<br />TO COMPARE THESE W/ MAX. (/LSD) DESIGN PRESSURE RATINGS DI "TO ON SHEETS 7 TH RU 12. 14. 15. 16, 19 do 20.
<br />C.2} MINETRA PENETRATION OF tCO SCREW, INTO THE FRAYS LID SHILL E 1 NO THREADED
<br />IN ORDER TO VERY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE N AtLOWABE
<br />IONR INTO STUCCO OF T NEIR11r
<br />PENETRATION INTO SRICCO SAIL � CONSIDERED AS PART OF THE RQQUMEO 719tF1J)ED PDAETRATHON,
<br />STRESS FOR WIND LOADS WAS SM USED N THEIR ANALYSIS, FASTENERS SPACING TO WOOD NO BEEN DETERMINED ED N
<br />ACCORDANCE WITH M.D.S. 2012.
<br />C.3) YINNIUY URGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />STORM PANEL% AOESiUK.Y FOR WACT AND WIND RESISTANCE NO BEAN VERIFIED N ACCORDANCE WITH SECTION 1026 Of
<br />ABOVE MENTIONED CODE AS PER HURNCVAE ENE HG Be TESTING INC. REPORTS 98-•586. 96-M ! 98-130 AND
<br />I tJ SHALL BE 5f C.4 NOAUM PENETRATION OF WOOD 8"Ile--20 SCIZEHK' USED SHALL t t/Z' LOW MINIMUM
<br />} MI
<br />FENESTRATION TFSTNG LAIL NC.. REPORTS 12D32 t /2726 . AS PROTOCOLS TAS-201. VS-202 AND TAS 203.
<br />SHOIA-D STUCCO DST, AND 1- MINIMUM FOR WALLS WITH NO STUCCO.
<br />AS WELL 03 ST NDARD MI TEST LAID OF SOUTt1 FLDPotXA REPORT /0219.01-09. AS PER TAB 20/. TIES 202 AND
<br />tEAs 203 STANDARDS.
<br />C.5) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANEL% STUCCO OR WOOD BOARDS BE FOUND ON THE DOSTNG
<br />WALLquiff BEHIND SUCH PANELS.
<br />2. ALL AUIMNUY IDI RUSION3 TO BE 0083-76 ALLOY AND TEMPER. OftESS OTHERWISE NOTED). SEE SHEET 2.
<br />SHALL�BE AS 1�1 N 1j c�a C 4)
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL SAVE 3105-H14 ALLOY.
<br />(D) ANCHORS SHALL BE INSTALLED F7X1tI" ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE AmomFeS NARIAC11rIE'R.
<br />4. ALL STEEL BEET MEDAL PANELS SHALL SAVE STRUCTURAL oUNITY STEEL ASTM A-BS3 GRADE 50 MINWiKrii, G-50
<br />O&WAZED STEEL DESIGNATION W/FY- 583 kW (AFTER ROVED).
<br />& PANELS MAY ALSO BE MS'DAUJED NOFUZONTNLY FOLLOWING INSTALLATION DETAILS SON ON SECTION 3 TItoUGH 10 (.SHEETS 4
<br />THROUGH 6) EXCEPT THAT HEADERS 0 k 0 SHALL HOT BE USED.
<br />5. ALL III! IF 5 70 BE STAINLESS STEEL 3D4 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />ON50DIS W/ 50 keN YIELD STRENGTH AND 90 IW TENSILE STRENGTH & BALL COMPLY W/ FLORIDA BUILDING IDDE
<br />9. TT SMALL EE THE RESPONSIBtRY OF THE CONTRACTOR- TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHARER IS TO 8E
<br />SECTION 241f1.3.3.4.
<br />ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLACK OR WOOD FRAME
<br />BUIDITACS.
<br />B. BOLTS TO BE A57M A-307 ft1L1IIi2ED STEAL. OR A79 3D4 SERFS STAIMiss STEEL, WITH 38 IW MRIMIY YIELD
<br />10. EACH REGULAR STORY PANEL WITH LENGTHS OVER Ir-8 THROUGH lr-4', AS PER SECTIONS a a 9 k 10 AND ALTERNRiNES BIB,
<br />SNEEM E� READILYLEINGLE AND NStRUGTMJC' OWNER OR
<br />7. ANCHORS TO MALL SHALL BE AS FOLLOM
<br />.O � URE � � APPLICABLE DURING PERICOS OF HURRICANE �
<br />(A) TD ilasrna PCA9Wn orrxsTr•
<br />11. THE NSTALL.ATIDN CONTRACTOR IS TO SEAL/CAULK ALL, SOURER COMPONENT EDGES WHICH ROMINCONTINUOUS CONTACT WITH
<br />- 1/4-► TAPCON ANCHORS AS wUiFAtlURED BY H.T.N. BUUM INC. (MATH. 1•c-3192 pa.I.)
<br />THE BONDING TO PREVENT WIND/RAIN INTRUSION.
<br />- 1/4' e x 7/4' CAUC-N ANC ORS. AS MANUFACiURED, BY POWERS FASTENERS INC. (MIN. fa.3000 p.a.L)
<br />- I i.i It 3j4' SOLb-S r AHCEDIM AS OMRIBUI ED BY ALL PONT SCREW. BOLT t SPECIALTY CO.
<br />11 STORM PMEt N AILLAT10N SMALL SLY WITH SPECS INDICATED N THIS GROWING PUTS ANY BUILDING AND ZONING REGULATIONS
<br />'
<br />(IIn. fn-3000 pal)
<br />PROVIDED BY THE MISSOICTION WHERE POMP 19 APPUI D 10.
<br />- ju-To PANElwn FeAALE D Nk pmoiaE PLUS ANCHORS= As wmLFACTum BY am CONSTRUCTION PRODUCTS.
<br />(MOH. f0r336O P.sI.)
<br />I& (a) 7HIS PRODUICT DMU MION DOCIRAEINT (P.EI3.) PREPARED BY THIS ENGINEER IS GENERIC ND DOES HOT PROVIDE INF' RATION
<br />FOR A SITE SPECIFIC PROJECT: Le. WHERE: THE SITE CONDITIONS DEVOTE FROM THE P.E.D.
<br />- 1/4 0 CF TAP -CRP AC OIM AS WNUFACRIRED BY TRU-FAST CORPORATION (fc-3600 pal.)
<br />(e) ED�II�OR TO BE RUP04SIKE FOR THE SELECTION. PURd9LSE AND NSTAL ATM INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A1) HIHIINM EL,IBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SAL l 3 4": Z' FOR MNEUAAiE fEIMLE
<br />/
<br />DAM
<br />��� LOtDTTIONIS DETAILED ON THIS DOClAr1ENT.
<br />O AND PMEMALTE PLUS AND 1 1/4• FOR CF W-GRIP ANCHORS.
<br />SAFETY AT SITE I S THE
<br />Az) CALK-N k WILIO-SEF AHO ORS SHALL BE EMISEDDED 7/6- KID THE MIRED CONCRETE NO EMBEDMENT INTO
<br />(a) THIS PRODUCT EV9 A ANON DOCUMENT WILL BE CONSIDERED INVALID, IF MIDO D.
<br />SRJCCO SHALL BE PERMITTED. Ile r-20 SOWS USED SWL BE 1 1/2- LONG MINA M $NNW STICO.`O EXIST.
<br />NO i' MINIM FOR WALLS +NTH NO STUCCO. NO MAY BE HEADED SCREWS OR ALL TFFEADED SCREWS W/O HEAD.
<br />(4) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A ROAM REGISTERED ENGINEER OR ARCHITECT WHICH wit. BECOME THE
<br />BUT WITH WING MUM
<br />ENGINEER OF RECORD (E.OJQ FOR 7NE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />TO THE
<br />A.3) IN CASE THAT PRECAST SHOE. PRECAST CONCRETE PANELS. PAVER& STUCDO OR WOOD BOARDS BE FOUND ON THE
<br />PROPER USE OF THE P.EA ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER
<br />P.E.D. ENGINEER. SAL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />OWING MALL OR FLOCK, ANCHORS SILL BE LOG ENOUGH 70 REACH THE MAN STRUCTURE 88" SUCH
<br />PANELS. ANCHORAGE SMALL BE AS LENRONED N Ai) AND N A.2).
<br />(s) THIS P.E.D. SILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFIESSIONAL
<br />ENGINEER OF RECORD THAT PREPARED f.
<br />(a) To oomm 12MLOBEtE BLOCK MILL ASIM C24
<br />- t/4' i TAPCDN ANCFIORS AS MANUFACTURED BY L T. W. BUILDER. W.
<br />14. PSI/11ER MNBUFACT�5 LABEL 3FiKL BE LOCAtED ON A RE40LY VISIBLE LOCATION AT 51SHUTTERORAi
<br />CODE. AF
<br />ANISWM�ILEL NFDR
<br />- 1/4" i x 7j8• CMJG-IN ACHORS, AS MANUFACTURED BY POWERS FASTENERS INC. (1MN. fe-1500 p.M.E.)
<br />EVER' O EN l0 t48EMi6 COMPLY WITH SEFLORIDA CTION 17IM OILDING
<br />TYE4
<br />- 1/4'/ X 3/4- SOLO -SET ANCHORS. AS DRTPoBUTED BY ALL POINT SIN. BOLT do SPECIALTY CO.
<br />(NIL re-1800 Pa.L.)
<br />SWL ONLY RE USED TO
<br />- /14-10 PAELMAX FEMAE D AM PANELMk1E PLUS ANCHORS, AS YA WACTURED BY ELCO CONSTRUCTION
<br />� PRODUCTS (MARL re-2071 paA)
<br />PERMPS N THE SDUE OF FT,ORIOA
<br />T,]CEIU
<br />FLORIDA BUILDING CXTL7E Voloaft FMITrieaTH Zone
<br />- i/4' a CF TAP-fiBP ANCHORS. IS MWUFACRUREI) BY TRU-FAST CORPORATION
<br />N0.4416 7 �
<br />e»N ssnM HC
<br />2D GAGE N.ALVAi�ED STEEL 5TCITMI PANEL
<br />aR wxrlwf
<br />B /) YNHNIRnI EMBEDMENT of rAIPOON ArL RS« ELCO PAI4EIMAtEs AND CF TAP -CLIP ANCHOR INTO THE CONCRETE
<br />BLOCK UNIT SHALL. BE 1 1/4-.
<br />Ti
<br />-a/u/n
<br />LTa1TR:_c:o:,
<br />LOLL PROiEC" PRODu M U.C.
<br />1m
<br />18.2) CALK � SXID-SET ANCHORS SMALL BE 7/8- IRO THE CAFE BOCK UNIT. NO EMBED NTwn
<br />AC.
<br />laLlmlAe
<br />sac at atrrt r
<br />ti auu
<br />INTO STUCCO SHALL BE PERMITTED. t 4. 0-20 SCREWS USED SALE iE 1 1/2- LONG MINIMUM SHOULD STUCCO
<br />)
<br />x' �' �'~'�' °� R
<br />-7
<br />rNc� ( �M 7aW FAe EHM4>r1�s»T
<br />15-021
<br />EXIST AND 1- MINIMUM FOR WALLS WITH NO STK)CO.
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<br />sMtas a THMIOIION 16
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<br />(SEE SCHEDULE ON
<br />SHMIS a & 9)
<br />UWE FOR- nOURMOM OF SECTIONS:
<br />TOP Ek BOTTOM uouNTRM CAN BE
<br />COUBINED N ANY WAY TO SUiT ANY
<br />I INSTALLATION.
<br />y1►�' •44
<br />FLORIDA BLALDENG CODE h YwalociftyNutticone Zane)
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<br />WALL AND FLOOR MOUNTING INSTALLATION FOR i�w111';r"17o'CP�''G" W"•alw
<br />a4a"w._
<br />aEUT PANELS
<br />/U,% L 1rl 0A
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<br />SCALE 3/6.1'
<br />NOTE; LVLUON CAN AM BE I4SLOWOdLED W/O STfMaH PARS ON EDP
<br />ONEFICTION "Am o�PTHAT E " W/ TUBE TOP s FOR BDTiOY aF CPENIHO.
<br />CODE
<br />2'X7'X1/4•
<br />I
<br />COMMENTS FOR REGULAR & LIFE SAFETY STORM EANEL.S
<br />(SCALE 1/2-1j
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