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<br />NOTES , (1) f)f•rINiTK7N OF cFMF' 1000: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL
<br />1, TRACKS AT TOP & PANELMAIE PLUS OR IS' LONG I
<br />(1) OVINITION_al' 501L5.200D [C- Z HANG STORY PANEL SYSTEM CONSISTING Of PANEL • 1�6AAT BOTTOM W/ PANELMATES
<br />Cont. TRACKS TOP 61 BOTTOM. (2) END PANELS SHALL ALWAYS BE CONNECTED TO EXI',E11NG SR1 WALL BY MEANS OF
<br />(2) ED PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRUCK OTHERWISE A S70P BAR PANELMATES OR, 1E USED NTLY w/ I5' LONG 'IT'LL) TRACK AT BOTTOM, END PANELS i
<br />8 SHAH BE PROVIDED AT TOP OF SUCH PANELS. SIW1 BE CONNECTED 70 2 11 1//4-.-20a3/4 S. w/ 7/ ' .3/32'
<br />WING NLT OR 1/.•0-20.3 Min. , UA�SCREW INTO 7AP ED O2 (EXCEPT AS :
<br />(3) IF END PANELS ARE CONNECTED 10 BOTTOM TRACK, CONNEC-.ON SMALL CONSIST OF DESCRIYED ON NOTE (3) ELOW).
<br />1/4'0-20.3/4' MS W/ 7/8'.F3/32" WING Nut OR 1/4'F13/4' Mln THUMBSCREW
<br />INTO LAPPED BOTTOM TRACK LOCATION OF cASTENERS MAY BE AT ERNER OF rWp (3) FOR CASES W14LN END PANELS ARE USE JOINTLY W/ IS' LONG qi AT I
<br />CX7ERgR fUAi FIAJ{GE$ OF END PANEL �TTOM BUT ETA PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 XSTOP BAR
<br />v $MALL BE PROVIDED AT TOP OF SUCH PANELS
<br />(4) IN CASE THAT ENO PANELS ARE NOT CONNECTED 70 BOTTOM TRACK (:.. A STOP BAR (4), FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />IS ONLY USED AT TOP) AT :EAST T'WU PANELS SHALL BE CONNECTED TO 90TIOU TRACK MOUNTED 70 FASTING SILL WALL MEANS OF PANEUAAlES, ONE INTERIOR PANEL
<br />LTSINC SPECS INDICATED ON NOTE (J) ABOVE IN SUCH OAST. CONNECTION OF PANELS MAY 8E USED JO111T1Y ./ TRACK AT BOTTOM ATTACKING BOTTOM TRACK TO WALL
<br />TO BOTTOM TRACK MA'Y OCCUR AT ANY PANEL LOCATION W/ TWO PNWELMATE$ FOLLOWING NC SHOWN OP ELEVATION AND W/ J 1/W
<br />(5) SEE SECTION I', 3' 3 : ON SNECT 24. SEE ANCHOR SCHEOLLE ON SHEET 25 M EDGE 05TANCE FOR THIS CAS IMU69R PANEL U5E0 .lO�)LY w/ (2) DOES
<br />III"......T�IN,,N••ra N5U(J'INETH)LTTAD)ACENT PANELS TrtDn THE IETF a RIGHTBy ANY S a OF IFTERISO PANNEEL)SHAVE
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<br />. No. 44167 ? FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
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<br />I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-D) HAS BEEN VERIFIED FOR COMPUAHCE IN 81) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELM.AIE FEMALE ID a PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE I I/i
<br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 162O GF THE ABOVE MENTIONED CODE, 9.2) MINIMUM EMBEDMENT OF 1/4'. X 7/6' CALK -IN ANC"M SHALL BE 15 7/6' INTO CONCRETE
<br />FOR A WIND 'PEED AS REWIRED By THE .iUR15DICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED
<br />FOR A DIRECTIONALITY FACTOR KO-0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAAIVUM (A.S.D.) 1/4' 0-20 SS SIDEWALK BATS USED SHALL BE LONG ENCUGH(SHOUL9 ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26. ENGAGE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL BE ,IRST REDUCED 70 A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN GRITTIER TO 8.3) IN CASE THAT PRECAST: STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (AS D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 S 26, ANCHORS SHALL BE LONG ENOUGH TO REACH 'HE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN 8.1) AND IN B,2).
<br />IN ORDER IQ VERIFY THAT COMPDNENM AND ANCHORS ON 7HIS P.E.O. AS TESTED WERE NOT OVER STRESSED A 331E INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS NU USED IN THEN ANALYSIS FASTENERS SPACING TO Woo() HAS (#EN
<br />DETERMINED IN ACCORDANCE WITH N.D.S 2015. (C) ANCHORS SHALL BE INSTALLED r01LOWING ALL OF THE RECOMMENDATIONS Mo SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTLRNER
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOr MENTIONED CODE AS PER rENESTRAT10N TESTINC LABORATORY, -NC. REPORT / 20J2. AS PROTOCOL'_ TAS-201, IT R SHALL BE THE RESPON5IBILFFY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-2G2 AND ?AS-2D3 IS TO BE ATTACHED 10 INSURE PROPER ANCHORAGE THIS SHUT7ER SIW-I ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2 T45 SYSTEM HASBEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING THE DRONING FROM THE OR WOCO FRAME BUILDINGS
<br />`NSIDE W/0 THE USE OF A LADDER OR LIFT TIPS APPLICATION IS Vµ1D *MEN INSTALIATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAN IN CONTINUOUS
<br />FROM THE 'NSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIND/RAN INTRUSION EA IK AND SEAL SHUTTER TRACKS All AROUND '1L
<br />3. SERIES 1000 INSTALLATIONINSTALLATIONISAPPLICABLE TO SINGLEAND f]OVBLENGTH
<br />LE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED 'C 3L
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS MDICATEO M THIS DRAWING FILLS ANY BUIIDWG AND ZONING
<br />d SERIES 2000 INSTALLOTION R APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIIONIA; SLEEPS STYLE WINDOWS WHEN REGUTATIDNS PROVIDED BY THE JURISERGTION WHERE PERMIT IS APPLIED TO
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS PIAmf PENDING
<br />5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) !!i (a) THIS PRODUCT EVALUAII*N DOCUMENT (P EAR .D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FDR A SITE SPECIFIC PROJECT; i.e WHERE THE SITE CONDITIONS DEVIATE FROM THE PE.D
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-114 ALLOY
<br />(0) CONTRACTOR '.0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />]. ALL STELA. SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL_ AS A-653 CPAOE 50 Men, GALVANIZED STEEL TINS P4C000T BASED ON TyI1S RC.D PROVIDED HE/SHE DOES NOT DEVIATE iR04 THE C1ONp171pN5 DETAILED ON
<br />DESIGW70011 W/Fy- 58.5 Kai (AFTER ROLLED)- THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RE5RONS18IU71Y.
<br />8 ALL SCREWS TO BE STAINLESS STEEL 304 DR 316 ASI SERIES ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (t) -HIS PRODUCT EVALUATIONS! DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />50016 W/ 50 kn YIELD STRENGTH AND 90 KIP TENSILE STRENGTH a SMALL COMPLY W/ FLORIDA 80LOING CODE SECTION 2411 3.3.4
<br />(e) SITE SPECIFIC PROJECTS SHALL BE PREPARED Hy A FLORIDA R£CJSTERED ENGINEER OR ARCHITECT WHICH wLL
<br />y BOLTS TO BE ASTM A-307 GALVANZED STEEL, OR AS 304 SERIES STNNIESS STEEL. Wr 36 kLI MINIMUM YIELD STRENGTH BECOME THE ENGINEER DF RECORD (E OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE TOR THE PROPER
<br />L151 OF THE R.E D. ENG;NEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />10 ANCHORS 70 WALL SHALL BE AS FOLLOWS : SUBMIT TD THIS LATTER THE SETSPECIFIC DRAWINGS FOR REVIEW
<br />(A) '_D EXETTIN. POURED :GtD ETE:
<br />'II) THIS RED. SHAL_ BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or
<br />- 1/4'0 TAPr_GN ANCHORS AS MANUFACTURED By I T W BULDEX. INC (MIN rc-3192 Ds,) RECDRO THAT PREPARED T
<br />- 1/4' 0 K 7/8' CALK -IN ANCHORS, AS MANUFK TURED BY DEWALT INC (MIN. Ic.3oOO P-a.:_) 16 STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT SORM PANEL IN
<br />- /,4-10 PANELMATE IEMALE D PANE'JMTE
<br />a LUS ANCHORS. AS MANUFACTURED BY _LCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING
<br />W/ 3S50 P.. i ) LABELING TO COMPLY WITH SECTION 110992 OF THE FLORIDA BUILDING CODE
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE, SHALL BE , 3/4• AND 2- FOR PANELMATE
<br />FEMALE 10 a PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT Or 1/4•e X 7/B' CALK-N ANCHDRS SHALL BE IS 7/8- I\TO CONCRETE NO EMBEDMENT INIC
<br />ANY FINISH MATERIAL SHALL BE PERMITTED
<br />1/4. 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOVGH(SHOULD ANY FM:SH MATERIAL EXIST) t0 ENGAGE / 4'
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