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GENERA MITT' -
<br />B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS• STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />Na,Ln R1R 2R OiGE raL1nNQlb STEED_ FME741
<br />DOSTM WALK ANCHORS WAL BE LONG ENOUGH TO REACH THE MAIN MICTUE BEHIND SUCH PROS.
<br />1. STORM PANEL SHOWN ON THIS PRODLICT COLUATON DOCUMENT (PZD.) HAS BEEN VIA FOR COMPLIANCE IN
<br />ANCHORAGE IE AS MENTIONED IN BA) AND I4 B2).
<br />ACCORDANCE WITH THE 2014 (5th E 111 N) OF THE FLORIDA BUILDING CODE.
<br />�S,HyA•,L�,L�
<br />(C) TD Fla sr-K, Je>aer am, CxPi11_
<br />DESIGN WIND LOADS SHAU BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.
<br />-- 1/4.0 TAPCON ANCHORS, AS BY LT.W. BiUILDE7f. INC.
<br />- /14--10 PANUMATE FEMALE D AND PANEIMNIE PLUS ANCHORS, AS MMJFX JM BY ELCO Ct SRItC'rOti PRODUCTS.
<br />A
<br />FOR A WIND SPEED AS CTO�.II Xd B. liE ,NG ASC.E 7 0 FOR I ATIONSSHMTERfi DERWIL0 INSTALLED AND
<br />FACTOR ASCXE FOR INSTALLATIONS T4 FBC AND SHALL5.-
<br />FOR A DIRECTTHE
<br />- 1/4 a LNG SCREWS PER NOS.
<br />HIEER 7
<br />M.) DESIGNING
<br />E RAT
<br />NOT EXCEE6 THE MAXIMNJM (AS.p.) DESIGN PRESSURE P#TWGS INpMfiTEiO ON SHEETS 7 T}IR41 12. 14, 15, i8. 19 & 24�
<br />W
<br />7/18 0 x 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY OD.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10
<br />CA) MINIMUM THREADED PEI&TRKWH INTO WOW OF TAPOON ANCHORS SHALL. BE 1 Ile AND 2" FOR EUO PA WLATE PLUS
<br />SHILL BE FIRST REDUCED TO A.S.D. OEM WIND LANDS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
<br />AND PANELMALE FEMALE I.
<br />10 COMPARE I W/ MAX. (LSD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 Tift 12. 14, 15. 18. 19 * 20.
<br />a2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE OFTOOD FRAME R BE 1 tJY. NO THREADED -
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE HOT OVER STRESS% A WX INCREASE IN ALLOWABLE
<br />EDNIT THRESHALLADED,
<br />PEON INTO 5Pt16fO0 SHALL BE CONSIDERED AS PART Gf THE RE41MIE0 THREADED PETILTRATlON,
<br />STUCCO
<br />STRESS FOR WIND LOADS WAS tM USED IN THEIIR AIMNSIS. FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN
<br />ACCOROIWCE WITH N.O.S. 2017-
<br />C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE 70 & 1626
<br />STORM WITH N OF
<br />PANELS FOR IMPACT URRI NINE ENG04WM & BEEN GIVERIFIEDIN REPORTS
<br />'RUE ABOVE MENTgMIED CODE AS PER ENIRi�IR+E ENGMIM� do TF�'11M[G 6�ia REPORTS 96-^466U. 8h8-•57O !a 98--T30 AND
<br />C.4) MINIMUM PENETRATION OF WOOD BUSHING 5R'wULL BE $18'. 1/4" 11-20 SCREWS tdSEG SHALL BE 1 1j2' LONG MIMNMLIM
<br />FENESTRATION TESTING LAB. INC.. REPORTS #2032 & 12126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS--203.
<br />SHpULO STUCCO DUST, AND I- MINIMUM FOR WALLS WITH NOSTU=.
<br />AS WELL AS AMUVCA'N TEST LAB OF SOWTH FLORIDA REPORT F0219.01-09. AS PER TAS 201. TAS 202 AND
<br />DS ARDS BE FOUNT! ON THE E)ClriTING
<br />C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WAR
<br />TAS 203 STAMKiARpS.
<br />WALL., ANCHORS SHALL BE LONG ENOUGH TO REACH THE AMAIN STRUCTRIRE BEHIND SUCH PANELS.
<br />2. ALL. ALUMINUM EXTRUSIONS TO LE W63-76 ALLOY AND TEMPER. 4I76.FS5 OTHERWISE NOTED). SEE SHEET 2,
<br />ANCHORAGE SFiAi.L BE AS MENTIONED IN C.1). C.2) & CA
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY.
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />4. ALL STEER. SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL. . AMU A-653 GRADE 50 MIN11", G-60
<br />6. PANELS MAY ALSD BE INSTALLED HOfUONTALH.Y HOLLOWING WALI.ATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />= AFTER ROLLED), GALVANIZED STEEL DESIGNATION W/FY 58.5 kW ( )
<br />THROUGH 6) LOCCEPT THAT FIELDERS (2) 3 0 SWILL NOT BE USED.
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />DIN 50018 W/ 50 loft YIELD STRENGTH AND 90 k8R TENSILE STRENGTH & SHILL, COMPLY W/ FLORIDA BUILDING CODE
<br />9. IT SWILL BE THE 'iESPON'SIMW OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMCTLIR�E WHERE SMARTER IS TO BE
<br />ATTACHED TO INURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED 10 CONCRETE. BLOCK OR WOOD FRAME
<br />SECTION 2411ZZA.
<br />BUILDINGS.
<br />6. DOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AIM 304 SERIES STAINLESS STEEL, WITH 36 km MINIMUM YIELD
<br />STRENGTH.
<br />10, EACH RECYK.AR STORM PANEL WITH LENGTHS OVER 8'-8 THROUGH 12--4", AS PER SECTIONS 6. 8. 9 & 10 AND ALTERNATIVES $W,
<br />9W & IOW ON SHEETS S. 6 & 12 ECTIVE1.Yi MALL HAVE A LEGIBLE AND MADLY VISOM MARKING INSTRUCTING OWNER OR
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS;
<br />TENANT TO SECURE PANELS WITH APPUCABLE REINFORCEMENT ORCE3ETNT DURING PERIODS OF HURRICANE WARNING.
<br />(A) Tn EKLSTTIa Ri}l1RFD OONC�t&
<br />11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL, SHUTTER COMPONENT MGM WHICH REMAIN IN CONTINUOUS COWACT WITH
<br />- 1/4"a TAPCON ANCHORS AS MAWFACTURED BY LT.W. BUILDER INC. (Min. 1'a-3192 P.eJ)
<br />THE BUILDING TO PREVENT WIND/RAI1 INTRUSION.
<br />- 1/4' P x 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC. (LAIN. fc-3000 p.SJ.)
<br />- I/4.d x 3f4' SOLID -SET AI�ND' HOW. AS DISTRIBUTED BY ALL POSCREW, BOLT & SPECIALTY CD.
<br />_
<br />IZ SSHALLCO WffHINCOMTED INTHIS DRAWING PLUS ANY BUILDING 1 ZQ41NG REGULATIONS
<br />(Mmn. 1 e--- D RA.I.)
<br />THE UJ RFSATIONSH
<br />,py BY PERMIT ISAPPLIED
<br />- 114-10 PANE FEMALE IT & PANET.IAA.TE PLUS ANCHORS, AS MANUFACTURED BY ELCO CDNSTRWMN PRODUCTS.
<br />13. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.D) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFO RACATR}N
<br />(MIN. f c 33.r`s0 P.e.i.)
<br />FOR A WE SPECIFIC PROTECT, i.e. WHERE THE SITE 0DRDITV4S DEVIATE FROM THE P.E.A.
<br />- 1/4 6 OF TAP -GRIP ANCHORS, AS MARNIFACTURED BY TRU-FAST LXORPORATON (t'c-WW ps.i.)
<br />(M) BE RESPONSIBLE FOR THE E AND INSTALLATION LLT SAFELY of THIS PRODUCT
<br />- A.1) MINIMUM T OF TAPC ON A� INTO POUIRE0 CONCRETE SHALL BE 1 3 4% 2" FOR PANEUJATE FEMALE
<br />/
<br />DETAILED
<br />HE/SHE TOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS OOC%IMEM.
<br />B THICONTRACTOR S X ESSEIHOOD LATEPURFROM
<br />O AND PAN€MALLE PLUS AND 1 1/4' FOR CF TAP -Oil ANCHORS,
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />A.2 CAlX-NCR % SiU. D-SET ANCLOIRS SHALL BE EMBEDDED 7/87 INTO THE POURED Rom& No EMBEDMENT INTO
<br />(0) THIS PRODUCT EVALUATION DOCUMENT MALL BE CONSUMED INVALID IF ODIFOED.
<br />CO STUCSHALL BE PERMITTED. 1/4" #-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM EXIST, UM SHOULD STUCCOST,
<br />NO 1' MINIMUM FOUR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL TREADED SCREWS W/O HEAD„
<br />(d) SITE SPECIFIC PROJECT$ SHALL BE PREPARED BY A FL.CM A, REGISTERED ENGINEER OR ARCHITECT WHICHWILL BECOME THE
<br />BUT WITH WING NUTS.
<br />ENGINEER OF RECCRD (E.O , F THE PRCUECT AND WHO WILL BE RESPOHI FOR THE
<br />PROPER USE OF THE P.E.D. OF RECORD. ACITNG AS A DELEGATED ENDER TO THE
<br />A,3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS, STUCCO OR WOW BOARDS BE FOUND ON TNT;
<br />P.E.D. ENGINEIL SHALL SUBMIT TO THE LATTER THE SITE SPECIFIC DIZNIINGS FOR RRLVIEW'.
<br />EKMT04 WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MOND SUCH
<br />PANELS, ANCHORAGE SHALL BE AS MENTIONED IN At) AND IN A2).
<br />(e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEA. AUTO SIGNATURE OF THE PROFS IL
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />(8) ID dt6'TING CONCRETE. BOCK WALL ASTM C-fly
<br />i/4" W TAPCON ANCHORS AS MANUFACTURED BY L T.W. BUILOEX, INC.
<br />14. SHUTTER MANUFACTURER'S IAEEt. SHALL BE LOCATED ON A Y VISIBLE LOCATION AT bi
<br />PAtE.L. SHUTTER IN ACOOROMM WON ^.ECTION 1710.8.3 OF FLORA BUILDING CODE ONE LABEL
<br />Ile s x 7/8' CALK-I4 ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC. (MIN. 1'c-1500 pmJ)
<br />SHALL BE PLACED FOR e*%RY OPENING LABELING TO COMPLY WITH SECTION 1710.8.2 OF TE
<br />- 1/4 0 X 3/4- SOLID -SET ANC11M. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />(MIN. Fca1800 p-s.L)
<br />- 114-10 PANELMATE FEMALE ID AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION
<br />4,Lr'IYM'1.k. • ,..,• I lii4lMlf64C: SWILL ONLY BE I* TT)
<br />�� �, F°E�HITS IG THE STATE OF' FLORIDA
<br />PRODUCTS(MIN-fc-2071 p.s.i.)
<br />�j /fit
<br />FLORIDA BUILDING CODE (NS Ya muno Zane
<br />- 1/4" r CF TAP-GTaP ANCHORS. As MANUFACTURED BY TRU-FAST CORPORATION
<br />`Tk : �G' 44r&7
<br />• �
<br />2D G!€l,'E GALVi1tRZED STEEL STORM PANEL
<br />DRAW ft
<br />B.1) MMMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELWTES AND CF TAP -GIB AN04M INTO THE CONCRETE
<br />BLOCK LUT SHALL BE 1 1/4-.
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<br />'iU` PROTECCiaN PRODUCTS, LLC.
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<br />82) tJrL.K-IN ,ac SOLLO-SLR ANCI1ORs SHALL BE EMBEDDED 7fa• wrO THE CONCRETE BLOCK tM�IT. No ElifEnMLr1Nr
<br />INTO S`TLIOCO SW,LL BE PERMITTED. 1 /4" A-20 SCREWS USED StULLL BE 1 1 j2" LONG MIFIMIJM SHOULD STUCCO
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<br />PHONE (034)601-754% � $U)II8o-11M
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<br />SECTION 1
<br />SCALE 3/8-1'
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<br />SCALE: 3J8t1"
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<br />SECTION 4
<br />SCALE 3/8-1"
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<br />55.5„ -72,D 8'.. N/A N/A N/A 6" N/A tT" N/A 6" NJA N/A N/A 3 3 4 (ADP) >7'-5" TO 8'-B'
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