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<br />t:: E-2 HANG. STORM ppANEL'SHCWN ON THIS PRODUCT ,EVALUATION DOCUMENT (P.ED) HAS BEEN VERIIIM MR COMPLIANCE IN 8:1) MINIMUM EMBEDMENT OF TAPCON ANIGHDRS AND PAN€LMWTE FEMALE M A PANr'4MATE PLUS INTO CONCRETE
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<br />ACCORDANCE WITH 2020 (71h EDTtON). OF THE FLORIDA BUILDING. CODE. BLOCK SHALL BE 1 1/4".
<br />DESIGN WIND LOAD$ SPAL BE D sE'ERMINE•D A5 PER SECTION 1620 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT OF 1/4.0 % 7/9" CALK -IN ANCk!ORS Sk{ACL � Is 7f8' INTO CONCRETE.
<br />UN
<br />IS RE iRz BY HE UR MGflON WHERE THESE SHUTTERS WILL BE {INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL HE PERMSYALL
<br />FOR A WIND SPEEDAS OU '0. T J
<br />FOR A DW FACTOR T-1 t;fl)11ALkiY FRC O RCR,0,85. UStNG ASCE BAND SHak NOT EX THE '.! GEED MAR MGM S,D. (A
<br />t 4• A-2 O SS SIDEWALK BOLTS USED SW1 BE LONG :CCH(SHDULTMY F7N(SH MATERIAL EXIST) TODESRE
<br />PRESSURE RATINGS INDICATED ON SHEETS 25 & 2aEGAG1/4" INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE C(R1MMA ULTIMATE DESIGN WIND LOADS DETERMINED PER. AS" 7-15
<br />SHALL BE FIRST REDUCED TO AS - DES" WINO LOADS B_ Y.MULTIPLYING THEM BY 09 IN ORDER TO 83I N CAS-E THATPRECAST STONE PRECAST CONCRETEPANELS BE FOUND N D ON THE EK+5TMC WALL
<br />TO COMPARE THESEwf MAX. A.OS DESIGN NTf55lRE RAfiNOS INDICATED CATEtl ON 5dk£TS 25 tr 28. ANCHORS StH. BE IAMG ENOUGH TO TEACH THE atiN STRUCTUREBEHIND SUCH PANELS.
<br />ANEL%S ANCHORAGE
<br />SHALL BE A5 MEN11ONED IN B 1) AND IN 8.2).
<br />IN ORDER TO VERITY LIAR COMPONENTS AND ANCHORS ON THIS A A5 TESTED WERE NET OVER STRESSED, A '3 INCREASE
<br />A
<br />N c f ALL$WA81;f STRESS FOR WIND LOADS WAS I}DI USED IN THEM ANALYSIS FASTENERS SPAClNO TD WD(Ml tM1.. BEEN
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<br />OETERIKRI IN ACCOROANCE WITH N.O.S. 24i S_ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPELiFICATiONS OF THE ANCHOR'S
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<br />57LTRM PANEL'S OR P AOEOIIACY F IMPACT AND FATIGUE RESISTANCE kfAS BEEN LENTO IN RE'EJST TER.. .AOCCHFU4NCE WITH SECTION 491a OF
<br />THEA€&3YE MENTIONED DE AS I rR r itON T INC,I 1T SHALL BE. nOE. R CO L'NE53RA L'SRNG LABOTe1ATORY NG. REPORT D32 AS PREY T ESPONS! RJTY ME CONTRACTOR T VERIFY
<br />�£Pp � 2 ODOLS 6S-2qT., 6 OF O 13'tE ^�6UNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND YlS-.2O3= ATTACHED)RE PROPER ANCfei?3tnOE- THIS SHUTTER SY:A ONLY BE AtT'AOHED "NY CONCRETE, 8Lt7Gi
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<br />2. iTN15 SYSTEM HAS BEEN DESIGNED TO BE PIVAL1ED ON THE OUTSDE OF THE OPEFUNC. ACCESSING THE OPENING FROM THE
<br />INSIDE W $ THE OF A V E 7t5E !ADDER OR LIFT. THIS IS WHEN INSTALLATION I 7 % AT'PUCA21(RN A110 W/k t)STALLA ISkt t5 INTENDED O Bf PERFORMED 12. THE M15fh`LA'RON CONTRACTOR IS TO S EM ORPIR ALL SFUSIO R COMPONENT EDGES NCH CONTINUOUS f EDO WHICH RF.M+MN IN CONiiNU 5
<br />F I ROM T)� NSWE OF STRUCTURE,
<br />CONTACT WTTF( THE BUILDING T0: PREVENT WING/RfuN INTRUSION CAULK AND SF.Ai, SHUTTER TRACKS ALL AROUND FULL
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<br />3. SERIES 1 N ER E5 D06 INSTALLATION IS APPLICABLE TO SINGLE DOUBLE UN I AND B(E HUNG STYLE WINDOWS W){EN N h- IS REQUIRED " STALL TtON REA kD ,ti BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE. 13 Si ORM RAVEL INSTALLATION SHALLY - COMPLY WTRH SPECS INDICATED IN THIS WING DIL4 PLUS ANY BUILDING AND ZONING
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<br />REGULATIONS PR T PROVIDED BY HE JURISDICRT PLTNMR P ON WHERE 1s APPLIED T0.
<br />4. SERIES 2000 INSTALi`ATION 15 APPLICABLE iD SINGLE AND DOUBLE HUNG AND HORIZONTAL 9Lfi5F}?5 STYLE w{ND$N5 WHEN
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<br />5, ALL ALUMINUM 'IRK T 8 _ 15.
<br />ALUM EXTRUSIONS 0 6E 3 to ALLOY AND TEMPER. U t5 N- 5. D THIS . O6 TEM E (UNLESS OTHERWISE NOTED) () PRODUCT EVALUATION DOCUM P PREPARED
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<br />( } ENT ,EA RE APED BY THIS ENGINEER P ) ENGN rns. GERNERPC AND DOES NOT PROVIDE
<br />NF . T F iyTMA ION � A SITE SPiT;N1C p
<br />CT- '. £ ROJE . ! a. WHERE THE SITE C'ONORi0N5 DENTATE FROM THE P_E.D.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 37g5-Hid ALLOY.
<br />,PURCHASE AND Qr+ LUD uFE SAtEPr $
<br />IN IN F
<br />'D CONTRACTOR T BE F R ' L) 0 RFSPON LE 0 THE 5 ON SIB EED
<br />7. T-VIATAONATI
<br />.. ALL : SHEET M€TAt. PAN 7. HAVE STRUCTURAL DUALITY S' A-, STEEL FJ.S L URAI OUAU AST4i a53 GRAD_ M'n, :..v' THIS PRODUCT
<br />SHALL FEET.. 5D , GAL AN12EO STEEL fRD BASED ON TFd6 PE.O. : [iE0 b1E '. N PRtT, SH£ DOES
<br />HI DEVIATE F TH OtEu1A ROM E CONOLTYON5 DETAILED ON
<br />OE'zSION4T�N W%Fp. 56.5 rcet (AFTER ROLLED) THIS DOCUMENT OONSIRUCTTON SAFER' A7 5rtE IS THE CONTRACTOR$ RESPONSIBILITY,
<br />TO
<br />S. ALL SCREWS T TO RE STAINLESS STEEL - 31fi Al $. T W 3a4 OR 9 STILES R CURROSI$N. RtRISRAh Ctk'.TEp CMEWAI . PER N c THIS PRODUCT EVALUATION DOCUMENT M4 STEEL AS E DI () 00C EM !1 BE LaNs,DERD INVALID IF M$dFi17t:
<br />5001B W/ 50 Rae YIELD STRENGTH AND 9O tI. TENSILE, STRE,NGI'k4 A ST414LN COMPLY W EZORtDA BUILDING d t.- ..4.
<br />J B Lai CODE SECTION ? T 3 3
<br />SPECIFIC SINE C N`. PROJECTS SHAid, PR A () CTS BE PREPARED FLORIDA
<br />DA R (STEREO ANON}LENT WHICH WILL
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<br />9.. BOLTS TO 8E ASTM A-307 GRLYAN R 1 d. F i2E0 O A!5 3D SERIES yY NLF55 :'STEEE, wI"H 3a k i MIN H. BECOME THE ETIGtNEER 0 RECORD e ., N t MUM T1FJ.D STRENC'T .0.R; EO THE PTOOJfC WHO t (E N T AND $ WILL aE RESPONSIBLE .OR ) StPDL.E TI(E PROPER'
<br />WILL BE ES
<br />u � THE P . SE F D. ENGINEER- OF RECDR� ADDING A5 A DELEGATED ENGINEER TO THE P.E.D_ ENGINEER, SHALL
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<br />ABHORS 0 ALL SHALL BE AS fOLLAWS S TATTER THE SITE SPECIFIC DRAWIN
<br />GS NGS FOR REVIEW
<br />s P THIS .E.(), SHALL THE .AN () BEAR WE.AND ORIGINAL SEAL AN SIGNATURE - F 0 DF THE PROFESSIONAL ENGINEER 0
<br />CORD T
<br />- t d"R TAP 'MANUFACTURED BY1 ,W 1NE TTM1 PREPARED R.:
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<br />- 1 " e 7 -M d K $" CALK H AS MANUFACTURED BY - T CUM T' f ANCHORS, DEWAL. INC tN t By E
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<br />_ FfERS (ADFL SWV-L.. O RI LOCATE ON A REONE
<br />ACCORDANCE N 17 9R F
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<br />A'tA BU W4 CODE- ONE LABEL. SHALL E IN .
<br />LABEL LA
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<br />LABELING TO COMPS W914 SECTION 1 709. ,2 OF THEPliRIA BI1111RNG. CODE.
<br />AT) MINIMUM EMBEDMENT OF TAPCON ANCHORS INNTO POURED CONCRETE SIWl BE 1 3/4- AND 2- FOR PMEEMATE
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<br />Al) MINIMUM EMBEDMENT OF 1/4•f Y ?/a- CALL -IN ANCHORS SHALL. BE IS 7/8" INTO. CONCRETE- NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE
<br />Ile 0-10 SS SIDEWALK BOLTS USED BE LONG: E'NOUGH(SHOVLD ANY F&M MATERIAL "IST) TO ENGAGE 3/4•.
<br />INTO ANCHOR& �,vo n"110, may,
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