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- - - ...ANCHOR, is- SECTIONS ON SHEETS 17. 18, 19 & 20}-----
<br />' 3. MAX,U/17, 44/17, WIIL AP7. 48/17. %/is.
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<br />- - - ___ - __ -,-,- ,_______- - ANCHORS (SEE SECTIONS ON SHEETS 17, 18. IS a, 20)---- - - - - ". 1. -
<br />OPTION #2 EQR LIFE SAFETY STORM- PANELC ,ELE)tA-TIQN
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<br />DESIGN PRESSURE L (ft.)
<br />MINIMUM SEPARATION PANEL
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<br />RATING (p.s.f.) (SEE SECTIONS)
<br />TO GLASS i CONDITION
<br />+55.0, -72,0 8,-f3.
<br />2 3/4- i UNBOLTED
<br />INSTALLATION
<br />INSTALLATION
<br />QETAILS
<br />EQR OPTION #2 FQR UEE 5AFETY
<br />INTO EXISTING WOOD KHU9_TQRES
<br />STORM PANEL SYSIEM
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<br />INSTALLATION QETAILS
<br />FOR OPTION #2 FOR
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<br />INTQ EXISTING
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<br />FLORIDA BUILDING CODE
<br />GENERAL NOTES, Y6UD E-7 t" =ft_E6ttU_MM'UX
<br />1, E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PIED) HAS SEEN VERIFIED MR COMPLIANCE IN a 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 10 8, PANELVITTE PLUS INTO CONCRETE
<br />I
<br />ACCORDANCE WITH THE 2020 (7to EDITION) OF THE FLORIDA BUILDING CODE- BLOCK %LAU BE 1 4/4-
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, R2) NWIVIUM EMBECIMENT OF 1/4-0 X 7/8� CAUK-W ANCHORS SHALL 13E 15 7/fl' INTO CONLFIM,
<br />FOR A WIND SPEED AS REWIRED BY THE J11INSUCTON, WHERE THESE SHUTTERS WILL NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />FOR A DIRECTIONMM FACTOR Pc-15,45� USING ASM 7-10 AM SHALL NOT EXCEED ,.rEMz-,,;wrC,-.'v,1 1/4* O-ZO SS SIDEWALK BOLTS USED SHALL BE LONG fHOUGH($HOULD ANY FINISH MATERIAL O%ST) To
<br />00AN PRESSURE RATINGS INDICATED ON WEETS 213 & 26. ENCASE 3/4, INTO ANCHORS
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCt 7-ifi I
<br />SHALL BE FIRST REDUCED TO AS.D. DESIGN "D LOAM BY MULTIPLYING THETA BY 0.6 IN ORDER To 8.3) IN CASE THAT PRECAST VONE, OR PRECAST CONCRETE PANELS BE FOUND ON T4E EXISTINC, WALL,
<br />TO COMPARE THESE W1 MAX, tk$,D) DESIGN PRESSURE RATINGS NOICAIIED ON SHEETS 41 & 26. ANCHORS SK61L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN 8,1) AND IN 0.2),
<br />IN ORDER TO VERIFY THAT COMPONENTS AND AWJ40RS ON THIS P.E,D. AS TESTED WERE NOT OVER STRESSED. A = INCREASE
<br />IN ALLOWABLE S7RESS FOR VOW LOADS WAS 140T USED IN THEW ANALYSIS FASTENERS SPACING TO WOW HAS MN
<br />OETERMNED IN ACCORDANCE WITH MG-S, ZDiS_ (C) ANCHORS -SHALL BE INSTALLED FOLLOWNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TK ANCHORS
<br />MAN . 1,
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RIESISTANCE )AS SEEN VERIFIED IN ACCORDANCE WITH, SECTION 16215 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION IESTINO LABORATORY. !NC. REPORT # 2032, A$ PROTOCOLS TAS-:101, 11 IT SHAU. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUNTER
<br />TAS;-202 AND IAS-203. IS To RE ATTACHED TO INSURE MOP" ANCHORAGE THIS SHUTTER SH&J_ ONLY BE ATTACHED To CONCRETE, BLOCK
<br />iL THIS SYSTEM HAS BEEN DESIGNED TO BE WSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING tHf OPENINQ FROM THE DR WOOD FRAME BUILDINGS
<br />214SIDE W/D THE USE OF A LOUDER OR LIFT. THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO Or PERFORMED 12. THE INSUALLAT)ON CONTRACTOR 15 TO SEAL/CAULK ALL SNUFFER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />I FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WINO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TFVAcx5 ALL AROUND FULL
<br />-" SERE, — LENGTH.
<br />INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN TAISTALIATION IS REQUIRED fo ,BE
<br />PERFORMED FROM THE INSIDE Or STRUCTLIR, t3 STORM PANEL INSTALLATION SfLAUL COMPLY VAIN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURSOICTION A)HERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS. APPLICABLE TO SINGLE AND DOUBLE HUNG AND nORQONTAt, SLiGERS STYLE WINDOWS WHEN
<br />I
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROV, 114E INSIDE OF STRUCTURE, 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HAND STORM PANEL SYSTEM- IS PAIFENT PENDM.
<br />5, ALL ALUMINUM EXTINIUSIONS TO BE 6063-46 ALLOY AND TEMPER (UNLESS OTHERVIVISIE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT P.E.D.() PREPARED BY THIS ENEINIFTER IS QENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECM PROJECT; I.,, WHERE THE SITE CONDITIONS OVVIATE FROM THE P.E.Q
<br />6. ALL ALUNONVU SHEET METAL USED Al CLOSURES SHALL HAVE 31G5-414 ALLDY_
<br />NTRACT� I N � .
<br />PRODUCT BASED ON THIS PE.D. PROVIDED H
<br />7, ALL STEED" SHEET METAL PANEALS, BOLL HAVE STRUCTURAL DUALITY STErL. ASW A-&S3 GRAD. SO AL.- 4ALVANfZEO STEEL TH HE DOES HOT DEVIATE FROM THE CONDITIONS DETAILED N
<br />M;S
<br />DESIGNATION W19y- SETS ka (AFTM ROL,LM), DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RISPON981LITY.
<br />8. ALL SCREWS TO BE STAINLESS STEEL 344 04 310 INS SERIES ON CORROSION RESISTANT COATED CARBON STEEL AS PER ON (;,) THIS PRODUCT tVALWATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED,
<br />50018 W,f 50 Imt YIELD STRENGTH AND 90 Ini; TENSILE STRENGTH AT SHALL COMPLY IN/ FLORIDA 001LOUND CODE SECTION 241;.3.3.4
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A TLORJOA RtGSTIERED ENGINEER OR ARC"ftEC7 WHICH WILL
<br />�T. DOLTS TO BE ASTM A-107 GALVANIZED $TE11. OR AIST 3D4 SMES STAINLESS STEEL. WITH M ksi MINIMUM YM STREWN. BECOME THE ENGINEER OF RECORD ;E,O.Rj FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE D. ENGINEER Of IVECORO. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) 1Q_EffiDNr�MQftM_QQKRM
<br />I.) HIS PE-D. SHALL BEAR THE ME AND ORIGINAL SEAL AND SIGNATURE Or -,ME PROFESSIONAL ENGINEER OF
<br />- 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY IT,W_ BARLDEM. INC. (MIN. V-3192 oi,i) RECORD THAT PREPARED 7
<br />- 1/4' 0 K 7/4- CALK -IN ANCHOR$, AS hWAAACIFURIED BY DEWALT INC. (MIN, V-3000 ij !a STORM PANE', kANUIFACTUPER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />- 114-10 PANELMATE FEMALE TO J, PANS-MAUE PLUS ANCHORS, AS MANUFACTURM BY E,CO CONSMCTION PRODUCTS ACCORDANCE WITH SECTION 1709 9.3 OF FLORIDA BUILDING CODE, ONE LASEAL SHAIJ_ BE PLACED FOR EVERY OPENING
<br />(F.-3150 P-1) LASWNG TO COMPLY WITH SECITON 1709.9.2 OF THE FLORIDA BUILDING CODE.
<br />Ai) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2- FOR PANELMATE
<br />FEMALE 10 ,k PANELMATE PILLS.
<br />PUV� MINIMUM EMBEDMENT OF 1/4'0 X 7/8' CALX-IN ANCHORS SHALL BE IS 7/5' .f,T0 CONCRETE NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4- 0-20 SS SITTEVALX DD--T-- USED SHALL BE LOW ENOUGH(SHOULD ANY FINISH MATERIAL ELAIST) TO ENGAGE 3/4'
<br />INTO "HORS. ,04"INNA"
<br />"'O T�,
<br />1A;
<br />.., �� �
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<br />, V� �,,
<br />FLOOR, ANCHORS SHAD. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 95NNU SUCH PANELS ANCHORAGE SHALL ., .
<br />S \)1111se,��? �`s
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<br />BE AS MENTINfIl, IN A 1) AND IN A�Z). � . 1.
<br />z "No. 44167
<br />(0) M_xxw.2N9_DphqR9C. �, 2 : . =
<br />=*� * .** It
<br />- I I'V # 7AKON ANCHORS AS UANOTA�CTURTED By 1-,.Wr SUILDEX. INC a =
<br />- , - __ - = FLORIDA BUILDING CODE (High Velocity Our Gone Zons)l
<br />�k
<br />�P 'I. � A� ON � :z e3ov; TOTEM. W. G.P.
<br />-i;/ ' 0 X. 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY OEWALT INC (f'WSO0 o.Q . �_
<br />�.(_ . 20 GAGE GALVANIZED STEEL STORM PANEL
<br />,
<br />x,
<br />44 4� DA`V" 8,•
<br />- -10 PANELMATE FEMALE IT) AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION � ... f,
<br />PRODUCTS (r'2G?) p-,J) - te ,
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<br />I I . DATE,
<br />.. INC -
<br />NXVJ 9.., .1 STREET
<br />I 47 faww- a AVYWHIme"a O-MC F, W1.
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<br />� I 1/4 -20,3/4 11,5_ %�/Uia,C"`4A�IO WIND MUT OR 1/4"W/4" Min THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOiNT,LV W1 RA�� AT
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<br />ONNECTED TO BOTTOM TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY SCALE 3/ff-1, .=11 fift;� =121 4! M
<br />I Is ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED 70 EXISTING SILL WALL BY MEANS OF PAKLMAtEe, ONE WTERMR PANEL - )V__ I wlnlyl� I SIX 5.0,nCANA!, MOUINEVIAM SCALE 3/8-1- "
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<br />SHEET NO.
<br />SH 1.2,
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