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<br />.i
<br />-----._------ ANCHORS (SEE SECTIONS. ON SHEETS 17, 18, 19 k .20)
<br />MAX. 3A//7, tYjiT; -54/10, 38/11, 411/17, 38/rIL 3•
<br />Mod : Yuw/», lawIts R IIAW/20 off/it. 'nwlts s WN/W r
<br />s �!
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<br />-------- - ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19
<br />OPTION #2 TOR LIFE SAFETY ORM PANELI ELFYi4T10N
<br />CAFE 3/ 6 ! Rut aw
<br />A
<br />! « ► _: : :� mil«
<br />MAXIMUM A.S_D.
<br />MAX
<br />Max, PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (p.fi.i.)
<br />L (
<br />CTI
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72.0
<br />8'-T3"
<br />2 3/4`
<br />-
<br />UNBOLTED
<br />AU
<br />SCALE 3/8'`d3"
<br />1. INSTALLATIONS ARE MY VALID FOR BUhDMGII W" A.S.O. DESIGN (DADS.
<br />UP TO +5", -72,0 PSF AND PANEL'S LENG78 UP TD 6'-G`.
<br />2 FOR MM DODO FRAME CONSIROCiIO N; WOOD MEMPERI TO BE SOUTHERN
<br />PINE No 2, W/ SPECIFIC DENSER' OF OS5 OR EO
<br />1iiaJ_1:IS
<br />8' DID.
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<br />W/ i
<br />I
<br />COMPONENTS FOR SERIES 2000 do 1000 E—Z HANG STORM PANELS
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<br />UP TO +55.5, -72,0 PST` AM PANEL.'S LENDTH. UP 7a 8 -8', „ �;. ATE. •.. ! BAIL PROTECTION. PRtiIlUCT1,. L.LC.
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<br />TSJ SLBtN,I DE PROVIDED, ATTOP OF SUCH PANELS. SHALL. BE COtNNECT€D TD W/ T 4"A-2DT44 IMF 7/ ' Y2"
<br />WING FIST OR if4's-SODS Mda. UA#BSCtEfM' 7tiFD TAPPED EPT AS
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<br />( (4). FOR RISTALATIONS WKEN END PANELS AND SOME TNMYJDR PANELS ARE DIRECTLY
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<br />Opm;AL NOTES. V«Si3 E_31'ILiiNi ,�I' 0 PANEL 4Sf m
<br />1. E-2 HAND S1DRM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT IP.E.D.) .HAS BEEN VERIFIED FOR COMPLIANCE IN 8,1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAk£LMATE FEMALE 0 A PANELMAIE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDMON) OF THE FLOODA BUILDING CODE, BLOCK SHALL BE 1 1/4'
<br />DESIGN WIND LOAN' SHALL BE DETERMS0IEO AS PER SECBDN 1620 OF THE ABOVE MENTIONED CODE, MI) MINMUSt EMBEDMENT OF 1/4'0 X 7/0" CALL -IN ANCHORS SHALL BE 15 7/8- INT{f CONCRETE. -
<br />FOR A WIND SPEED AS REQUIRED BY THE JUR15OiCfWN WHERE THESE SHUTTERS WILL� 1NSTALdED ARD NO EMBEDMEN# INTO ANY FINISH NAATERIY. SHALL 8£ PERMUTED.
<br />FOR A DIRECT14NdAUTY FACTOR Kd-0.85. USINIC ASCE 7-18 AND SIW.t. NOT EXCEED THE. xtA10MUM 1/4` -20 SS SIDEWALK HGLTS'USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MAT€RML. EXIST) TO
<br />DESIGN. PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ENGAGE 31e INTO ANCHORS,
<br />IN ORDER TD VERIFY THE ASM-CONDRTON, ULTIMATE DESIGN WINO LOADS` DETERMINED PER ASUE 7-16
<br />SHALL BE FIRST REDUCED TO A,S.D• DES" W LOADS BY AILI,TIPLYN,E THEM BY O.6 IN ORDER TO .. a3) IN CASE THAT PRECAST STONE, OR PRECAST' CONCRETE PANELS BE FOUND ON THE EXISTING WALL,
<br />TO COMPARE MAX. P. THESE w/ (MOLD} OEaTGat PRESSURE RATINGS tlNTNCATED ON StTEEFS 25 A: 25, ANCIYORS SHALL BE. LONG ENOUGH TO REACH t#tE MAIN SER(lCRURE BEHIND SUCH PANELS, ANCHORAGE
<br />SHAY BE AS MENTIONED IN 03) AND IN &2),
<br />IN ORDER Ta VERIFY THAT COMPONENTS AND ANCHORS ON THIS AS TESTED WERE NOT OVER STRESSED. A SOIL, INCREASE
<br />ANALYSIS,
<br />W ALLOWABLE STRESS FOR WAND LOADS WASH USED IN THERE AtMLYSIS. FASTENERS SPACING TO WOOD HAS SEEM
<br />HAS
<br />DETERMINEDIN C ACCORDANCE WtiN N.D,S. 20T S: ()ANCHORS SHAD, BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAi10NS. :AND, SPECYFlCATIQMS OF THE ANCHOR'S
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIiUE RESISTANCE PAS BEEN VERIFIED 1N ACCORDANCE WITH SEt;TION 1828 t!1'.. MANUFACTURER.
<br />THE ABOVE MENTIONED CODE AS PER N TESTING LABORATORY,. R,7C, REPORT :IT 203Z AS `PROTOCOLS TAS-201, '- Tl. It SHALL HE THE RESPONSIBERY OF THE CONTRACTOR TIC VERIFY THE SOUN83NES5 aF THE STRUCTURE WHERE SHUTTER -
<br />TAS-20Z AND TAS-203. - IS TO ATTACHED TO INSURE PROPER. ANCHORAGE:: THIS SHUTTER SHALL ONLY BE ATTACHED TO CONS, BLM
<br />2, THIS SYSTEM HAS BEEN M04ED TO BE INSTALLED ON THE OUTSIDE OF THE OPENINO ACCESSING THE OPENING FROM THE OR WOW FRAME BUILDINGS.
<br />INSIDE:'W/a THE USE OF A {ADDER OR UFT, THIS APPLICATION 9S VALO WHEN TNSTALIATiON IS INTENDED TO BE PERFORMED t2: THE INSTALLATION CONTRACTOR IS TO SEAL/CAUL.K ALL SHUTTER.. COMPONENT EDGES WHICH REMMN IN CONTINUOUS
<br />FROM AMIDE OF STRUCTURE.
<br />CONTACT WITH THE BUILDING TO PREVENT WIND/RAN'. INTRUSION, CAULK AND SEAL SHUTTER 'TRACKS ALL AROUND FULL
<br />IONINS #E
<br />3, SERIES fiD00 {OM STRUCT TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN iMSTAUATKiN IS REQUIRED TO BE LENGTH-
<br />THE OF IISTALLAIM SYUS4. COMPLY WITH SPET:S INDICATED M TH75-.DRAWING PLUS ANY BUILDING AND ZONING
<br />PWIN
<br />kEGUtl�T1L7N ROVIDED, BY THE JURISDICTION WHERE PEDANT IS APPLIED TO.
<br />4. SERIES 2DW INSTALLATION IS APPL.ICABLE TO SINGLE AND, DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN
<br />TSERIESA200 IS RALLATIONTIS:CPPUC I:DRNED FROM THE INSIDE OF STRUCTURE. 14. ATTGTU
<br />,.. M WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTTEM"' IS MW PFNUm,
<br />5, A3. ALUMINUM EXTRUSIONS TO BE 6063-T5 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED)' 15, (0) It" PRODUCT E:VALVATKIN DOCUMENT (P,E,D.) PREPARED BY TH1S ENGINEER IS OENERIC AMC DOES NUT' PROVIDE
<br />INFORMATION FOR A SUE SPECIM PROJECT: L WHERE THE SITE CONDITIONS ODCATE FROM THE P,ED,
<br />& ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALE HAVE 3t D5-H14 A1,LOY.
<br />'(h) CONTRRGTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND WC7,AAUAVON INCLUDING LIE SAFETY OF
<br />7. ALL STEEL. SHEET METAL PANELS SHALL HAVE :STRUCTURAL QUAUTY STEEL, ASTM A-853'GRACE SO MID,., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PXJ)D {WtEA/7DE0 HE/SHE DOES LDS' DEMATE FROM THE CONDITIONS DETAILED :ON
<br />DESiGNAT" W/Fy= 56.5 Hai (AFTER ROLLED), - THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY:
<br />8. ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 118 ASI SERIES OR 001TROSKIN RESISTANT COATED CARBON STEEL -AS PER ON (a) THIS PROLAICT' EVALUATION DOCUMENT WILL BE CONSIDERED IWAdD IF MOWFNO,
<br />50018 W/ 50 Tub YIELD STRENGTHS AND 90 k4I... TENSILE STRENGTH Nk SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 1.3:3,4.
<br />- (d) SITE SPECIFIC PROJECTS 514Md. BE PREPAREDU BY A FkS5RTD4 lREG19TERgO E#NGiHEER OR ARGDTECT WHtCiR WILL
<br />D. BOLTS.. TO #E ASTM A-367 GAVANRED STEEL, OR Ak57 304 SERIES STAINLESS STEEL: WITH 38 kAi. MINIMUM YIET.O STTRENOTN, BECAME THE ENGIER OF RECORD O.R-) FOR THE PROJECT AND *to,WILL BE RESPONSIBLE FOR THE PROPER:
<br />USE THE PLED. ENGINEER DF RE ORD. ACDNG AS A DELEGATED, ENGINEER TO THE PZO, ENGINEER, SHALL
<br />10. ANCHORS TO WALL SHAD. BE AS FOLLOWS: - - SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWUN OS FOR REVIEW,
<br />(A) TO EXISTawl: POURED CmeCam
<br />(4) THIS'P:EO, SHALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />- I/4'0 TAPCON ANCHORS. AS MANUFACTURCO BY LT W, BLRLSDEX, NO, (MIN, t'-3192 p-e) RECORD THAT PREPARED IT.
<br />_ i/4' a X 7/5' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (DIN. f'c=300O p L) t6- STORM PANEL MANUFAtDTUi?ER'S LABEL SHA,L BE L+DCATED ON A READILY VISIBLE LOCATION AT 6SORAR PAN0.. IN
<br />- PANELMATE FEMALE ID s PANELANyTE PLUS ANCH17RS, AS YAANRIFACNRfO: BY ELCD CONSTRUCTION PRODUCTS,
<br />ACCORDANCE PATH SECTION 1700.9.3 OF FLORIDA SUTLDINO CODE, ONE LABEL SHALL SE PLACED FOR. EVERY OPENING::
<br />(VII-3
<br />(}'0=3350
<br />P.A:I.j tABEUNG-TO COMPLY WITH SECTION (709,9.2 OF THE FLORIDA BUILDING CODE,
<br />A,1) MIHNAUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SERAIL BE 1 3/47 AND 2" FOR PANELMATE
<br />FEN" 10 # PANE.LMATE PLUS,
<br />:A2) MINIMUM EMBEDMENT OF 1/4'W X 7/8' CALK -IN ANCWDR5 SHALL BE 75 718' INTO tD•<?NCCiETE. NO EMBEDMENT ItiTp.:
<br />SCA
<br />ANY FINISH MATERIAL SHALL BE PER
<br />1/4 0 20 SS SIDEWALK BOLTS USED SHALL BE LONG €NDUQM(SHOULD ANY: FINISH MATMk EXIST) TO E 4AM Ile NYNYt
<br />' INTO ANCHORS. �+LrtQ Ai �NNR
<br />A3} M CASE THAT PRECAST STQNG PRECAST' CONCRETE PANNELS, DR PAVERS BE FOUND, ON THE: EXISTING WALL OR V�'`T•
<br />FLOOR, SHALL BE LONG ENOUGH TO THE MAIN. STRUCTURE' 8EHIND �"'*Y
<br />ANCHORS REACH SUCH PANELS, ANCHORAGE. SHALL � S,
<br />BE AS MENiINED INA,1) AND IN A2). k
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<br />_ 1/4" P X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT ItNC (fm-1500 ;LsJ,) a 7ATEYD„ eYe
<br />---.#14-10 PANELMATE FEMALE D AND PANELMATE PLUS ANCHORS, AS MANUFACTOREGf BY ELCQ CONSTRUCTION {#'�+r'�'•,� '��",''•'� � 20 GAGE GALVANIZED STEEL STORM PANEL
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