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<br />FanF. ?RACKS TOP 41 BOTTOM. (2), END PANELS SHALL ALWAYS BE LxTNNEt,TED TO 6RL WALL BY MEANS OF
<br />12), f) D PANELS SSW L ALWAYS BE CONECIE0 T;1 60ROA TRACK OTHERWISE A STOP BMY PANEL MA OR FUSED F�OOIINRr W/ IS' LONG iRAO/K R7 BOTT/Q�M.,END RAk2tS
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<br />USING SPED INIXCA tX-N NOTE (3) ABtOvi. N six,`Hi O.E. CONNECTION OF PANELS
<br />MAY BE USED 4OMLY W// TRACK AT BOTTOM ATTACHING BOTTOM TRACK TO WATT
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION , W/ TWO PANELMATES FdU.O1WIND+ - Z95MN ON ELEVATION AND W l�,3 1/2`
<br />(5). SEE SECTION 1', 3- 8 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Him. EDGE OSTACE FOR TARS G15{2 RFITJ21OR PMIEL USED Y (2) DOES
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<br />ACCORDANCE WITH THE 2020 (71N EDITION) OF THE FLORIDA @UWNC CODE. BLOCK SMALL. BE 1 1/4',
<br />AESION WIND IAADS SHALL BE DtTERAWNED AS RER SE4'iSON 142D DF THE ABOVT: 14ENRONEO CODE. 6:2) MNMLRA EMBEDMENT OF t/4Y % 7/8' CAix-N i7NGHORS Sf1AL. !OE IS 7J8' NT9 CONCRETE,
<br />FOR. A }EYED sPEEO AS REOUNID 01' TOME UURIStNCTTON WFIERE THESE $NUTTERS WILL 9E NSTAii.£O AND ND EMBEDMENT INTO ANY F1Ni$HI MATERVV: SHALL BE PERMITTED,
<br />FOR A OOiECTXNALRY FACTOR Kd*'O,$SI U67iG A: E 7-.18 ANO SFW.1.. NOT EXCEED THE IMUM (A-S,D.)
<br />1/4' 0-20 85 yWEWALK BOLTS USED SHALL BE LONO GNOUGN($HOULD ANY FINISH MATERW. 0051170
<br />DE54N PRESSURE RATINGS ""Ito ON SHEETS 25 k W, ENOADE 3/'4" INTO ANCHORS.
<br />IN t'w'R TO VERIFY TWE ABOVE CONDDiON, ULT)LMTE DESIGN WIND LOADS DETERMINED PER A'SCE 7-ia
<br />SHALL BE FIRSTRF]7UCED TO AS.O DESIGN WIND LOAOSOY MUMPLYING THEM BY 0.5 IN ORDER TO aS) N CASE 7MT PRECAST STONE, OR PRECAST CONCRETE PANES BE FOUND ON THE IDOSTiNG WALL,
<br />TO COMPARE THESE W/ MAX. (AS,D) DESIGN .:PRFS$URE 'RISINGS INDICATED ON SHEETS 25 NL 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHND SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN ILI) AND N 0,2).
<br />IN ORDER TO VERIFY L'OM1� AND A.M ON THIS PLO. AS WERE NOT OVER "T STRESSED. A INCREASE
<br />M USE HE ANA .FAST
<br />N AILOWAHLE STRESS FOR WIND t.DA05 WAS �7, USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD FA$ �
<br />EN
<br />DETERMINED IN ACCORDANCE WITH N_AS. 2015. (C) A MfALEO FOLLOWING ALL OF THE RECOMMENDAMONS AND SPECIFICATIONS, OF THE ANCHOR'S
<br />URS&S ,BE
<br />STOW PANEL'S ADEOUACY FOR IMPACT AND FATIGUE. RESISTANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER MAESTRATIGN TESTING LABORATORY. INC, REPORT j 2032, AS PROTOCOLS TANS-20% ti. R SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUITER
<br />TAS-2O2 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTIFR SHALL ONLY BE ATTACHED TO CONCRETE. BLOM
<br />2 THIS SYSTEM HAS OPEN DESIGNED TO BE INSTALLED 04 THEOUTSIDE OF THE OPENNG ACCESSING %IlE OPENING FROM THE OR WOOD FRAME SULDINGS.
<br />NNE USE OF A LADDER t>R UFF. THB APP[UCATNON f5 VALE WHEN N5TALLATION 15 INTENDED rQ BE PERFORMm 12, TIME ONSTALIATION CONTRACTOR {5 TD SEAL/CAUM,K ALL SNUiIER (XXAPONFNT EaGEs WHKXN REMAIN N CONTNUCUS
<br />FROMHIE
<br />LION il# INSIDE OF STRUCTURE.CONTACT
<br />� WITH THE BUILDING 1D PREVENT V ND/RFNN INTRUSION. GULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />3. SE)RtES 1D00 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS *04 INSTALLATION 15 REOUA2ED TO BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE t3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS ORA:W= PLUS ANY BU1LOIND AND ZONING
<br />4. SERIFS 2000 INSTALLATION 4 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HOR2014TAL .SL'IDFRS STYLE WINEM WHEN REGULATIONS PROVIDED BY TIE:. JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE .INSIDE OF STRUCTUURE. 14. ATRXIM WINDOWS AND ':DOORS, INC- E - 2 HANG STORM PANEL SYSTEM' IS PMENt POHDIND,
<br />5. ALL ALUMINUM EXIRUSION75 70. BE 6053-7S ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (a) PHIS PRODUCT EYALUATIDN i}tlCLIMENT (P.E.D,) PREPARED BY TAN' EAICNE£#L 45 6EHE'INO AND DOES NOT PROVIDE
<br />1NFT7RWTION F :A SITE SPECIFIC RROJECT; La WHERE THE SRE CONORIONS DMATE FROM THE P_E.O-
<br />6. ALL. ALUMNUM SHEET METAL, USED AT CLOSURES SHALL HAVE 3I115-1414 AI:1DY:
<br />RE*vPDNSiel.#,' THE SELECTION,HVS PURCHASE AND WG UM OF
<br />W a§ TO �` FOR (T CTHIS
<br />R
<br />7.:Ad.L STEEL SHEET lAETAL PANELS SHALL HAVE ORAL OLIALTY' STEEi." ASTM A-:853 ORAOE 50 Mq4, ikALWbNf1E0 SiEE1 TNF5 PRODUCT 9ASp7 GAI T:IS P.E.R. pROVILIED HE/5ME DOHS NOT DEVIATE FROM THE CQN1X'OfINS DETAILED ON
<br />MATE ROM HE CO S DETAIL
<br />DESIGMKIKIN W/Fy- 585 W. (AFTER AIOLLEi). THIS DOCUMENT, CONSTRUCMIN SAFETY AT Sit IS Ti'* GONTRACDDR'6 RESPONS1RiUTY.
<br />& ALL SCREWS TO BE STAINLESS, STEEL 304 OR 316 AIV SERIES OR CORROSKN RESISTANT CURSED CARBON STEP. AS PER :DIN I.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIM;
<br />3018 W/ 50 kIN YIELD STRENGTH AND 90 kill TENSILE STROIGTH A SHALL COMPLY W/ FLORMA,. O 4."r. CODE SECTION 2411.3.3.4.
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REOISTEREO ENGINEER DR A'fRCH)TECi WHICH WILL
<br />9. BOLTS TO BE AMU A-3C7 ON VA IM $TEEL, OR :(1ST 904. SEINES STAINLESS STEEL: WfM 36 EMS MINIMUM YIELD SSRENON, DEMME THE ENI NFER OF RECORD MCA) FOR THE PROXCI' AND WHO WILL, BE F(ESPtXMN E FOR THE PROPER'
<br />USE OF THE P•E0, ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENOINEER, SWfl1.
<br />to ANCHORS TO WALL SMALL. BE AS FOLLOWS: 6L18M1T TO THIS f.ATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />(A) jQ MIGnHNr.. PLN,(�1. ;_Rt"YE,
<br />(e) THIS P.E.O. SFMAJ. BEAR THE OATS AND tKiDINAL SEAL AND SXRATIX?E OF THE PROFESSIONAL £HEIFER OF
<br />- T/4"e TAPCDN ANCHORS AS MWUFACTURED BY I,T.W. BIALDEX, 04. (MIN. r -3192 PA.i.) RECORD THAT PREPARED R:
<br />- Tle
<br />e X 7/8' CALK-INANCHORS• As -.MANUFACTURED BY DEWALT INC. (MIN, t'Cm3000 P.e:I.) 18. 5TQRM PANEL MANUFACTUREFR"S LAM SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT Si'ORM PANEL IN -
<br />PANELM4ATE FEMALE 01 $ IANI3AATE PLUS ANCHORS. As MANUFACTURED 'BY Ef.CO I:DNSTRtK1 H'PRODUCTS. ACCORDANCE WITH SECTION 17099OPENING
<br />3 OF FLORIDA BUILDING CODE. ONE WEL S 144 BE PLACED FOR EVERY
<br />f'-10
<br />Fc-3330 y.tc.i.} L48WNG TO COMPLY WITH SECTION 1709.9,2 OF THE F1.0160A BUILONO CODE
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2' FOR PANIELMATE
<br />FEMALE ID A PANELMATE PLUS.
<br />A2) MINIMUM EMREDMENT OF 1/4"4 % 7/8' G4LK-N ANCHORS SHALL BE N5 7/6' INTO CONCRETE: i44-EMBEDMENT Alp
<br />L
<br />ANY FINISH MATERIAL S14414 BE PERMRTEF?.
<br />nN
<br />2N 0 S. SIDEWALK BOLTS USED SHALT. 6E LONG ENOUGH(SHOULD ANY FNRH MATERIAL MS) TO ENGAGE 3/4- MOH�F
<br />IN1D A
<br />A3) 1N CANE THAT PRECAST STONE,. PRECAST CONCRETE Be FOUND ON 'THE C. WALL. Q�" ,•,••
<br />FLdQR. ANCHORS SHALL. BE LONG ENOUGH iEl REACH THE LION STRUCTURE BEHIND SUCH PANELS; ANCHORAGE SHALL
<br />HTHEPANELS, IN SpAvERSTRUCTURE PANELS, C
<br />BE AS MENIRNW IN AL) AND N A2).
<br />TD EXI Amme DIw octC No, 44167
<br />(a) Aocj ,ml s -*s
<br />--1, TWAIN ANCHORS -AS MAINUF FLORIDA 8U)LD)ND CODE Ht it Veiaa Hurricane Ian+
<br />MAp BY I,UIR BOLDER. INC.
<br />1/4"a AS - ,,•. axm TLUM NC. yp.
<br />1/4 A X. 7/8` CALK^TUN ANL14OR3. AS MANUFACTtURED BY DEWALT INC, (CM-T500 P.a,I.) ' t'1., �(... ,:.: 2a CAGE GALVANiZEDSTEEI, STORM PANEL -. 11114-1a PAELMATE FEMALE ID 40 11ANIELMATE PLUS, ANONOR5. AS MANUFACTURED BY ELCO CONSTRUCTION . 4*0 an
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