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<br />GENERAL W= Y" E-Z HANG =RV PANEL SYSTEIA
<br />1, E-Z HAM SMIA PANEL SHOWN ON THIS PRODUCT EVALLIATIGN DOCUMENT [P,F-D) HAS BEEN VERIFIED FOR COMPLIANCE IN SAO MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE 0 & PANELUATE PLUS INTO CONCIOM
<br />ACCORDANCE WITH THE 2D20 (71h MOTION) OF THE FLORIDA BUILDING CODE. BLOCK SHALI BE 1 1/4".
<br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 162D OF THE WfMOMW CODE, 6.2) MINIMUM EMBEDMENT OF 1/4 X 7/11' CALK-4N ANCHORS SHALL BE 15 7/0- W70 CONCRETE.
<br />FOR A WIND SPEED AS WIRED BY THE JURIESDICTICK WHERE THESE SHU=Wu M fPk.UU NO EMBEDMENT INTO ANY n*NO*H MATERIAL SHALL BE PERMITTED.
<br />n r UZ� 11
<br />FOR A DIROCCIRIONALITY 0 R K4.0.05. USING ASCE 7-I 0 AND SHALL NOT IDLGEEG 114E INUM LAT) 1/4" 0-20 SS SIDEWALK SORTS USED $KAUL BE LONG ENOUGH(SLOULD ANY FINISH MATERIAL OOST) ED
<br />DESIGN PRETMINE libill"FINGS INDICATED ON SHEETS 2,5 & 26. ENGAGE 3/4' IWO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINIM PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO A&O. DES" IVMID WADS BY MUCTIPM4 THEM W 0.6 IN ORDER ,TO B-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCIRETIE PANELS BE FOUND ON THE EXISTING WAU,
<br />TO COMPARE THM W/ MAX. (A,SG) DESIGN PRESSURE RATINGS INDICAITED ON SHEETS 2B & 26, ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIN SMUCTURE BEHIND SUCH PAWLS. ANCHORAGE,
<br />SHALL BE AS MENTIONED IN ELI) AND IN B.2).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS Pi AS TESTED WERE HOT OVER STRESSED, A 33X INCREASE
<br />IN ALLOW AKE S-FRESS MR WIND LOADS WAS NU USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED, IN ACCOROMM WITH N.D,S_ 2015, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR's
<br />STORM PAWEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE LAOS BEEN VERIFIED ON ACCORDANCE iffiTH SEcTION 1626 OF MANUFACTURER.
<br />THE ABOVE MENTIONED CODE AS PER FITNITSIORAIM TMITNO LABMTORY, LNC- REPORT if 2032. AS PROTOCOLS TAS-201, A * 17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHATMOO
<br />TAS-202 AND TAS-203, IS M BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTFER SHALL ONLY BE ATTACHED TO CONCRIETE, BLOCK
<br />2, Ties SIM HABi BEEN DESIONED TO BE INSTALLED ON THE OLUVOE OF THE OPENING ACCESSING -n* OPENING FROM THE OR WOOD FRAME BUILDING&
<br />INSIDE WTHE AM Of A WIDER OR LEFT, THIS APPLICATION 15 VALID WHEN INSTALLATION IS INTENDED TO, SC PIEPPORMED 11 THE INSTALLATION CONDIACTOR IS TO SEAVCAUIX ALL SHIATTER COMPONENT EDGES Wi REMAIN IN CONTINUOUS
<br />FROM 4111INSWE Or STRUCTURE.
<br />CONTACT WITH THE BUILDING 10 PREVENT WIND/RAN INTRUSION, CAULK AND SEAL SHUTTIM MC85 ALL AROUND RILL
<br />UENi
<br />3 5041ES 100 AISTALLATION M APFUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDIM WHEN LNSTALLAMN G REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE OF SIRLICYARE 43 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 20giNC
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE To SINGLE AND DOUBLE HUNG; AND HORIZONTAL SLOM STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To.
<br />INSIALUAIION IS WOUIRED TO BE PERFORMED FROM THE INSIDE Of 'STRUCTURE 14. ATRIUM WINDOWS AND DOOM INC. E - Z HANG STORM PANEL SYSTC14- IS PAW` PENDIN.
<br />5. ALL ALUMIAKINE EXTRUSIONS TO 13E 6063-16 ALLOY MO TEMPER. (UNUESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALLIATION DOCUMENT (P.E.D.) PIREPARM BY THIS EINGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS Oi FROM THE P",
<br />B. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 310 -NI4 AAJIY.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SIA.ECTION, PURCIIASk AND INSTALLATION INCLUDING UFC SAFrFY OF
<br />7, A" SIM SHEET METAL PANELS SHALL, 4INE STRUCTURAL QUALITY STIEEI� ASTM A-653 GRADE SO Min�, CNAMIZE0 MEL THIS PRODUICT SABO ON THIS P,E.D� PROVIDED HE/SHE DOES NOT GEVENTL FROM THE CONEDITONS DETALLED ON
<br />DESIGNATION W/Fy- SPA W (AFTER Rai THIS DOCUMENT- CONSTROLICTION SAFETY AT SITE IS THE CONTRACTOR'S ORESPIONSOUrY,
<br />8. ALL SCREW-5 IQ BE STAINLESS STEEL 104 OR 316 NS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL. AS PER ON (,a) THIS PRODUCT EVAMOOH DOCUMENT WALL BE CONSIDERED INVALID if MOOOi
<br />501318 W1 SO Oxi YIELD STRENGTH AND 90 kv; TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING WK SECTION 2411.3.3.4
<br />1d) SITE SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />S. BOLTS TO BE AVM X3(A7 GALVANIZED Srfli� OR AISI 304 SERIES STAINALEMS STEEL, WFrH 36 iti MINIMUM YIELD STRENGTH. BECOME THE PCfCrMRG% 090 (E 0 R.=TW PROJECT AND WHO WILL at RESPONSIBLE FOR THE PROPER
<br />CAL NLTgC
<br />USE OF THE OF RECORD. AS DELEGATED ENGINEER TO THE A.E.O. ENGINEER, SHALL
<br />10� ANCHORS TO VIALL, SHALL BE AS FOLLOWS, SUBMIT TO 'HIS ILATTER THE SITE SPECIFIC DIFILMNINGS FOR REVIEW
<br />(A) , jZ_Q9jL)IC, FOJRFn G%&fiM, (9) THIS P E-0, SMALL IT THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFFETSIONAL ENGINEER OF
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<br />- i/4- 0 9 7/8' CAUK-IN ANCHOM AS MANUFACTURED BY DEWAO INC. (#Aft I"t-SOOD p,.Q
<br />- 014-WO PARTLAII FEMALE 10 & RAN-RJAM PLUS ANCHORS, 4 MMQrACTUREO BY ELCO CONSTRUCTION PRODUCTS. le, STORM PANEL MANUfACIVIIER'S LABEL. SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />ACCORDANCE WTTr1 SECTION 17M51i3 OF FLORIDA SUILONG CODE ONE LABEL SKALA, BE PLACED FOR Evmy CMIAINC,
<br />V-13SD
<br />P-0 LABELING TO COMPLY WITH SECTION 1709.9:2 OF' THE FWR41A BUILDING .CODE.
<br />k?) MINLIAIM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHAU BE 1 3/4' AND 2' FOR POLNEWATE
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<br />A2) MINIMUM EMBEDMENT OF 114'6 1 7/9- CALX-IN ANCHORS WkU, BE IS 7/B- INTO CONCRETE- NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHAL LBE PERMfi
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