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- - - - - - - I - __ - - - __ ___ I - - - - - I I I III I 11111 ,III!- I I I I I III 11 I I J 1-1 -11 I I - I I I I- __ - 1 1 - I 11H I-T1111- I
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<br />1 2 S/Ir
<br />I - -
<br />I "I 2' 3'. I *.
<br />2`W a 310
<br />.66.0, -75.3
<br />70* OR LESS
<br />I 2 7/8,
<br />I SOL= .
<br />I ., a .Tw
<br />- &'%Xn;Q.=-�,�S, M.S IS VINUNKY AT OWENUM' III IMAR OF � 1JUIVF.
<br />PANEL
<br />P1,74 I,[#! IIIIIIIII-VA,W] I.-' �,4: 111 *.-;I4-*iIjJ 41.7.1 C.N1ffr,.rwmw1:1.Iff-;-,;;:; *-!.,.:�[01H,jwff � - � .Lo!.. " .
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<br />��-111 "I'll I
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<br />"JIMIUM MOWN SPACING FOR E- IL - 3 1/2' -
<br />APPLICABLE TO
<br />smiloms 0 a
<br />ANY, comemytow
<br />OF YHEM
<br />MAXIMUM PANEL
<br />LOW" v (�)
<br />"Mor
<br />(ET�,.)
<br />TAPOONS
<br />ONA-I'm
<br />PRADMATIL FEMALE 0
<br />PANEIANIE PLUS
<br />To OUNMM
<br />170 CONCRETE
<br />BLOCK
<br />To COSOMM
<br />10 �
<br />TO GDAGW,R,
<br />10 C010CREIE
<br />PLOCK
<br />To CUPORM
<br />10 COMORIIE
<br />RACK
<br />12*
<br />HIA
<br />12-
<br />N/A
<br />- - -
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />V IT 2, (TOP)
<br />it'
<br />3- *
<br />".
<br />3.
<br />v
<br />AT
<br />S'
<br />4-
<br />S&9=001.
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<br />12'
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<br />1.
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<br />IT.
<br />I - (w"O")
<br />Smu low +-
<br />I
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />.
<br />N/A
<br />N/A
<br />.
<br />12 1/2-
<br />W
<br />2' (BOTTOM)
<br />+66.0. -75-3
<br />7'
<br />I MIA
<br />6 1/2-
<br />N/A
<br />4 112.
<br />N/A
<br />4 4/2'
<br />j N/A
<br />3' (TOP)
<br />70* OR LESS
<br />12,
<br />1 M/A
<br />12-
<br />N/A
<br />9 - 1/2- -
<br />- N/A
<br />9 i/2-
<br />N/A
<br />3- (BOTTOM)
<br />12 .
<br />I MIA
<br />12'
<br />__ N/A
<br />I - 2' -
<br />N/A
<br />12,
<br />N/A
<br />-
<br />4, (TOP) i
<br />12' 1
<br />11.
<br />12,
<br />9 1/2' _
<br />W
<br />it*
<br />12-
<br />1 ,,,
<br />1 4- (BOTTOM) I
<br />______j
<br />*UMITEE) ED ENLO P.I. �S.D. OEM PRESSURE RATS4
<br />a SEE SHEET as MR ANCHORS TYPE A SPACING I" *WALLATIONIS INTO WOOD
<br />FRAME NUILDPIR
<br />LVWM MOM ~NGS AM MINIMUM EDGE INSTANCE ME INIM"TED ON THIS
<br />SCHERILL FOR EAL LESS TWO INDICATED ON SCHIEDUILE MEDIUM ANCHOR SPICW
<br />BY MULTIPLYING SPACING SHOWN ON SCHEDLRJE OF 1K FOLLOSM FACVORS. FOR
<br />THIS, OPOWITION TO 89 POW� REDUCED SPACING OBTAINED USING FACTOR SHOU
<br />Wff IS LESS THAN WO" SPACING 00�10 FOR EACH MOM YVPE AT
<br />AAIONCRIE L110010. __ __ -
<br />ANOM IVP9
<br />- 1/4'.
<br />TAPCON
<br />1/4-.
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<br />I -
<br />In .
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<br />+ REQUIRES M.. DISTANCE BETWEEN BOTTOM OF PAWL 1".
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<br />F�l �
<br />++ Rmums m- awAtim BETWEEN sorromi or PIANO, : I
<br />ND 3/16*
<br />v "I
<br />COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYKEMS
<br />(SCALE 1/2-11
<br />- - -,--,.----- � -15.125- MAL WIDTH) - -- --- - --- ------- - --- -- -- - __ZAwr- -
<br />____ - - ---12W (DnCTK WIDTH) ------- - __ - , T - _1111, ; jj'P2W/4*
<br />*
<br />. I -.750 - STUD RMCFED
<br />, T 256�r__
<br />Ito
<br />! . '!� --- - - 5 1/4, ow.)- - - N .374?-- 1 ANCEA 0 6 1/4'
<br />.1w- - , � on 0 it T/r ac
<br />I - I-*--- - 1. ' 1.250* - _jw .1 , PAY IS PrAPSM
<br />"
<br />3w. - - �-13�0' -1 . , 3p--,� I f 1-509, 1 � 7 -I *O- 11
<br />. I -
<br />" - �__ .w* , �"
<br />, N 3-05" On'
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<br />� � -
<br />_4� 1- T1.
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<br />0.024' MO. THICK 47 �__�__'�
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<br />. 1,6'71
<br />I 1�
<br />i I "Eumm mwpam SIM . 11%.
<br />11
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<br />1 2. ow . IO, __
<br />EDGE AM A03 1 r
<br />Typ I ,
<br />L
<br />�__,
<br />GRADE OD 2.12.5 t -_ _j
<br />r-on GALV. =IV-
<br />;7 I '064* I.
<br />�
<br /> :T_;;�':
<br />_ - -- ------- ,I --- I 375
<br />I - - -".)
<br />-- MAL A 46 ------
<br />I _ _ I'M^ _ KTAL
<br />_� r _ I - - - I
<br />1, 3yw G) STORM PANEL - 2.000 -__
<br />PANELS 94ALL SIT 057MM ALWAYS (:�C -- 2.307-
<br />FROM LEFT 70 "W W/ 1/2- I= .Mo Im"R (�) 'F* TRACK (�) ANIGLE WIM STUD
<br />At 00 AT LEFT ODE OF PANEL
<br />1, .
<br />. - TYP. Top EDGE 0.024- (Min.)
<br />,_�_ , -. � P.Mm GALVANIZED STEEL
<br />,
<br />Amma s END Lk-- , � 1 ..2701 1
<br />W/ temm ED" _,� S�_ �;
<br />"'� _ PANEL e! .
<br />, ,,- 11 - "xr to.05, I �
<br />I -_ '
<br />--I-
<br />1331i #.VR� -
<br />- , I I
<br />I _" - , I- I- ,M* 0.6258 ..3715i �, -. ,o..-.
<br />N�so - I L I - I
<br />- , 467* ...� - - - "--- -, ,
<br />� , "2700'
<br />I
<br />- -2.59, - - L . I., NDA� . , I It 1--iEE: . . FAWL I -(@) OR @0
<br />- - 2.250* - .-I-I EW WAL A .,:64 - :tell - I . -
<br />a:,-
<br />I ROUNDED CORNIER 0 ENDS OF PANEL'S I - - .M* � -
<br />END LIP W/ KENOWED EDGE. L'_ - 10
<br />r---237r - -- (m.$) .375
<br />TY;I, BOWTOM
<br />t
<br />2-W. 1 v , - EDGE OF PANEL AMA&I
<br />.0101- W. . (�) KEY MXE WASHER @
<br />3.750, 1 3105-MI54 ALUN. ALLOY ay HOILE AT PANEL - "'. -
<br />(TIP.) fl- `G I - __ I
<br />,072'
<br />11 1 IF SEE SHEET 6 FOR ADORKINAL
<br />2,124' -.7w - .3' UWTAYVW IF SLEEVE LENGTH 15 I J%
<br />-1
<br />"I' I - - 125' OILY VALID FOR RSTALLATOM *90
<br />1.250" : - -375. (�) SI FEW 2 1 18" - w- INDOD stwicTum
<br />I .
<br />-I MAX. LEMON
<br />I ,1 - j
<br />- -101W -_ 21 3750'
<br />'07 1
<br />,
<br />_1 - '_0__
<br />- � ,125* 2.00DO.
<br />. - -I
<br />- _".----_ 1-118 .0 I L 9�-) I
<br />.OSO'0 - . 1.750' .250!_
<br />L
<br />11
<br />(�) REV. "N' HWER @ MUM HEADER r".)
<br />j r _- i -
<br />- - L - I' MN, To M..
<br />(R SLEEVF 1' IWAX, 2,000- - j
<br />-
<br />LENGTH 0 (@ ANGLE
<br />@ 'J' TRACK @ PANEL HANGER
<br />- --3.000�A.� 061 -711 AUOr
<br />M4- 0� ]1731�44 ,.� , (1 1/4- W100
<br />I
<br />- :zT1_1 Aw ... (USE ONLY FOR E-Z HANG STORM PANEL
<br />I- Iff --t- .___ i Li _.- /'
<br />i�,�\
<br />__311. 1 t .052" .--%x .,' ,)CEN,r - .1 -TO XAAM� ALLOY
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<br />ON. I - 0* .275' -, - - ,, . . f SYSTEM) 6063
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<br />, .860.
<br />" _ s Vt .. * : * i .am x1m W.
<br />a,-- , F.P.
<br />1.671 LL�
<br />'$,
<br />123' % 24 UGE GALVAN12ED STEEL STORM PANEL
<br />: 'Un. I ___L I - � , UNION BY
<br />1.201* -
<br />, - .. _
<br />- (TYP.) . ;_ -
<br />17 _ . % j-. STATE OF ." I
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<br />- 2.DW-- I- I- ' L � SEE SECTIONS - - - - um to" " A ��, I.
<br />� 11LIECO, PR004JM LLC. "/"bm/w"
<br />1 ,2" " � � zr� GLOM PROTECTM -
<br />'I �_1'7N/,/� �11_ " *
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<br />�,,4. m7f'� 08 Dow, FL 3"'.
<br />, a =,=_ 1," � (om)m-n4c - tw)sm"m 20-175
<br />@BuILD-ow *r (9 BUILD -OUT 'F* MACK @ & J�� WAS14MWD NUMUT - HEI=,M�7 !M-i - -
<br />CA-0005710 -
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<br />PJL , .. , i-
<br />- .4101 . I ! Me - f5mal . I . � ;:
<br />TRACK ANGLE (ZAMAC 3 ALLOY) It oLk.lumovuw4um
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<br />I nUmm,N U61 ,
<br />I I
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL in
<br />INTO EXISTING WOOD STRUCTURES
<br />- _.
<br />, �
<br />- --t-- 7' I
<br />I - ::� . �/4'. LAC SCREXIS 6 O' O.C. W/ - I -
<br />. � C I
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<br />. , - r-4 I 1"A"'ED
<br />-
<br />, I 1/2' W, THREADED PEIIHETUT/ I
<br />,�, � . i . . , FLA? OR 0. EDGE - - __-L- - 1/2' AN, THREADED F011171INIIIII,
<br />7--,
<br />1 - ___ I � -70 ENTSIIAG WOINO HEAD" KIM � \ � 7 j ----(D4 C #14.1' S...5. I - ! I I TO EXISTING VKXX1
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<br />21. I I
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<br />INSTALLATM I/4*d.LAG SCREWS *r cc III 1/1 LAC SCREWS 0 11, 01C, ./
<br />"
<br />I I . V. THREADED PENETRATION
<br />,4
<br />144, ,2g;r'
<br />I - - - -RA w 2 2'0t'-- III OF PLATE!
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<br />. ALTERNATIVE 2"W I
<br />"I OR ON MOE -- - tft I'"' "DOD, FLAT *A D, rom"
<br />SCALE 1/4 � PLATE
<br />1 I _ , REGUMED Un
<br />� I ,
<br />77
<br />ImengkATIVE IIv 71 i 11 I
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<br />SCALE 114*�I' w I � � ELDOR TO CEILINE MOUNTING LD WL MOUNIINQ
<br />.
<br />MMM, .. - -_ - i! 4 1w
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<br />, 4MALLAPONS ME - INSTALLATION
<br />, - SCALE 1/.--I-
<br />I Y VAUD FOR BUILDINGS WITH &&D OIESKII� LOADS - -1 I, ft
<br />TO -
<br />UP S..w
<br />+680. -15,3 PIN AND PAMU'S LENGTH UP TO 5'-10' .
<br />- T4 �'-,4�n
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<br />2 FOR NEW WOOD FRAME CONSTRUCTION WOW WEIMM 70 HE SOUTHERN SH' _- I -... ��, " /4*- "
<br />.t�,-.�:
<br />PO4 No, 2. W/ SPECIFX DENSIV OF 0.55 OR EQUAL - � 4i !O� ....... %
<br />. �.s I ,'# -`\�ZENS. " , '\
<br />I , 1� .. e. .7
<br />1 4� :' . FLORIDA BUILDING CODE (Nigh V910CItY NUF COTTIS Z*nQ)j
<br />2 : ' S Ow,B "Llm. "C�
<br />- . No.4 57 --
<br />SIT SPO . i rp
<br />I mon"k
<br />-:_ * :. W_ .
<br />iF�, 20 CAM GALVAKMD STEEL STOW PAWL
<br />wm AS D, ' -
<br />TOW OR 2 A ( _�� I T`__
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<br />,.� t'HOME. M�)M-ft�, I., (1154)N.47" 20-176
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<br />My TO SUIT ANY INSTALLATION. i
<br />WALL. I/,- . IT - 04-00017.9 L. . I !L.. I - 1 Oftwom; .
<br />NOTE VIACIS lam - If mu,vtoce.."n
<br />SHUTIEP HOT SHOWN, CLARITY I WALTER X TLUT J,., PL - 1 , +: "m a w IS
<br />- AMA LA I I I - I I , I -
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<br />VATIN I'm OR (a) *
<br />MAXIMUM PANEL LENGTH
<br />"L+' OR "L-" (".) 0
<br />MAXOMAN! ALSO�
<br />DESIGN
<br />MAYIND,
<br />(P.0.) (4 Or -)
<br />CONCRETE a WOOD
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<br />It) PROCEDURE TO DETERMINE MAXIMUM PANEL LEMUft
<br />GIVEN A POSITIVE AISD. OESUCM LOW, DETERMINE MAXIMUM PANEL UDWIM 'W FROM SCHIEDULL
<br />GAIN A NEGATIVE ASO. DESIGN LOAD, DETERMINE 10JOISUM RAIL, LOWIN 'L-* FROM SCHEDULE
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<br />INETIMEEN 1L+1 Me 1L_*
<br />(3) SEE SCHEDULE BELOW FOR MR. PANEI. LOWITH, FOR POROSITY OLINJIFICATION.
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<br />..0 _04
<br />TIM,
<br />WTN THIE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #1�10 PANELMATE FIEMALF ID AND PAMELMATE PLUS JWC40111i, AS MANUFACTURED In ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY WNUCAME ZONES (ARAMI-DADE / 51WRAIRD COLWMS). - LAC SCREWS PUT NOS
<br />;/4'0
<br />DESIGN WIND LOADS SHALL BE DMWOAM AS PER SECTION We OF THE AOOYE MENTIONED CODE FOR A BASIC WIND - /16*0 . 5/8' WOOD BUSWNG. AS DISTRIBUTED BY ALL POW SCREW. BOLT IS SKCLALtf CO,
<br />SPEED AS REQUIRED BY THE ANIISDWIDN WHERE STORM PANEL WILL BE INSFALi.m. AM FOR A DOWCnw.m FACTOR
<br />KO-0 M USING ASCE I- 15 AND SMALL NO EXCEED THE MOM" (04,S�Q) DESIGN PRESSURE RATINGS INDICATED ON SHEE-S C 1) MINIMUM TWEADED PENETRATION INTO WOOD OF TAKON AN04M SMALL BE 1 1/2- AND 2- FOR ELCO PANELMATE PLUS
<br />. 9 THRU 12 At 17, I$ AND PANELMALE FEMALE IQ
<br />*4 ORDER TO YETRY THE ABOVE CONDITION. ULTWATE DESIGN WIND LOADS DETERMINED, PER ASCE 7-18 SMA" BE FIRST
<br />REDUCED TO A.SM. DESIGN PRESSURE RATING BY MULTIPLYING THEM ITT 06 04 OROEIR TO COMPARE THESE W/ MAX (A�SOJ C2) MINIMUM THREADED PENETRATION OF LAC SCREW. WrO THE WOW MAW UNIT SHALL BE 1 1/2' NO THREADED
<br />DEW I 2 8, 17, 15 -NETRAITION INTO STUCCO SMALL BE CONSIDERED AS PART Of THE REWIRED THREADED PENETRATION
<br />IN ORI" TO VERIFY TWAT ANCHORS ON J"M P LD AS JIM WERE KW OVER STIFICSSED, A 333t INCREASIE IN AtJOWASUE
<br />StRESS FOR IMIMP LOAM *4 M USED IN THEIR ANALYSIS. FASTENERS SPACING TO *000 HAS BEEN DETERMINED IN C�3) URCHIN EDGE DISTANCE OF LAG SCREWS, INTO WOOD SMALL RE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE VOTH M4.S. 2016.
<br />STORM PANEL , S ADEQUACY FOR IMPACT AM WIND RESISTANCE HAS KEN VERTYIED IN ACCORDANCE WITH SECTION 1602.1.2 OF CA) MINIMUM PENETRATION OF *000 BUSHING SMALL BE 5/5- 1/4- 9-20 SCREWS USED SHAI BE 1 1/2' LONG Moomum
<br />THE ABOVE MENTIONED CODE AS PER ANICKAM TEST LAS OF SOIJIM FLORIDA REPORTS PUE1401--ol AND J021202-09, AS SHOULD STUCCO EXW. AND I' MINIMUM FOR WALLS WITH NO STUCCO
<br />PER SSID 12-09 AT ASIM C 3X-02 STANDARDS, AND AMERICAN a-SIM LAO SOUTH FLORIDA REPORT 0112301-10 AS PER
<br />TAS-201 AND TAS-20 PROTOCOLS. AM AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 Or THE C 5) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON 74E EMSnmo
<br />FLORIDA BUILDING CODE WALL. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BENNO SUCH PANELS
<br />ANCHORAGE SHALL BE AS VEMIONED IN C 1). C 2) At CA)
<br />2 ALL ALUMINUM EXTRUSIONS TO SE SW-76 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SfE SHEET 2 (0) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEVFXATIONS OF THE ANCHOR'S MANUFACTURER.
<br />3 ALL ALUMAMUM SHEET METAL USED AT CLOSURFS SHALL HAVE 3105-HI4 ALLOY a PAKLS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING WSTALLATIQN DETAILS SHOWN ON VCTION I THROUGH 6 (SHEETS 4
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OMM STEEL ASTV A-653 GRADE 60 WM1AUM. G-00 CI&LVANIZED THROUGH 5) EXCM THAT HEAOCRS Q IS 0 SMALL HOT BE USED.
<br />STEEL OESIGNAI" W/FY- 922 k. (AFTER ROLLED) 9 ft 94ALL BE THE RESPONISHIMUN OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO 91
<br />S ATTACHED TO INSU SMALL ONLY TO ONC 0Cx OR
<br />ALL SCREWS TO BE StAINLESS ML 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON SIM AS PER CUI BUILDINGS
<br />500;S W/ ISO kvi YIELD STRO40H AND 90 kim TENSILE STRENGTH AND SMALL COMPLY III/ FLORIDA BUILDING CODE SECTION
<br />241 ., 3.4 10 EACH REGULAR STORM PANEI WMI LENGTHS OVER W AS PER SECTIONS 1, 2. 4. 5. 6 Mo ALTERNATIVES IW, 3W At 4w ON
<br />SHEETS 4, S. 6 & 7 RESPECTIVELY; SMALL KAYE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />6 DOLTS TO BE ASTU A-307 GALVANIZED VUL OR ANSI 304 SERIES r,AftESS STEEL WITH 36 AV MINIMUM YIELD STRENGTH SECURE PANELS WITH APKICABLE REINFORCEMENT DURM PERIODS OF HURRICANE WARNING
<br />7 AM34M TO WALL SMALL BE AS FOLLOWS 11. tK INSTALLATION CONTRACTOR IS f0 SEAL/ClAU ALL SHUTTER COMPOWNT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WFIN
<br />THE BUILDING M PREVENT WINQ/RAIN WTRUSIDN
<br />(A)
<br />- I /4 . 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC (Mi,` P-SI92 p,..,) 12 STORM PANEL INSTAILLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING NO ZONM REGULATIONS
<br />- 1/4- 0 I, 7/a* CALK -IN ANCHORS. AS MANUFACTURED BY DEVIAO INC PROVIDED BIT THE JURISDICTION WHERE PERMIT IS APPUED TO
<br />- 1/4-0 � 3/ 0 HORS� AS UKTRIBUTED BY ALI POINT SCFIPW� BOLT & SPECIALTY CO
<br />I. I.- 4' SOL 13 (a) THIS PRODUCT EV&UA E INFORMATION
<br />P.S.JI'SET AMC MOM DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER 15 GENERIC AMC DOES HOT PROVE)
<br />- 114-10 PANEUMATE MIALE 0 & PANELMATE PLUS ANCHORS, AS MANUFACTURED By ELCO COWRUCTIOM PRODUCTS. FOR A SITE SPECIFIC PROJECT. I.9 WHERE THE Sin CONDITIONS DEVIATE FROM THE P�EO
<br />-1:/4*0 ZAMAC MAUN ANC"OK AS MANUFACTURED ETV DEVML74 INC. (b) CONTRACTUIR TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDINIG LIFE SAFM OF THIS PRODUCT
<br />A MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CGICAETE SMALL BE 1 3/4-, 2- FOP ELCO PAMELMAtE AND BASED ON TM6 PA.D PROVIDED HIE/SHE DOES N07 DEVIATE FROM THE CONW04S DETAILED ON TVS DDCUAAENT
<br />CONSrRUCTIDN SAFETY AT SITE IS THE CONITRACTOR'S RESPONSIBILITY
<br />1 3/4' FOR ZAMAC NOWLIN ANCHORS
<br />(,) THIS MOUCT EVALUATION OCCUMEW WILL BE CONSIDERED INIALID IF LIODFIED
<br />&2) CALK -IN & SOUD-Wl ANCHORS SMALL 13E EMBEDDED 7/6' INTO THE POURED CONCRETE NO EMBEDMENT INTO
<br />STUCC SHAAJ_ BE PERMITTED. 1/4- 0-20 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST (4) SIM SPECIFIC PROJECTS SHALL BE PREPARED BY A rLDROA REGISIMED ENGINEER OR ARCHRECT WHICH WILL BECOME THE
<br />AND I? WRIMUM FOR WALLS WITH No STUCCO, A14D WAY BE HEADED SCIOn OR ALL THREADED SCREWS W/O HEAD. ENGONEER OF RECORD (EO.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH w4w Tells PROPER USE OF THE PE,D ENGINEIR OF RECORD. ACTING AS A oELE"n'D ENGINEER TO THE
<br />P.E.D ENGINEER. %W� SUBMIT TO rI*S LATTER T)NE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />") IN CASE THAT PRECAST STONE. PWCAST OOKREIE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE POUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS S94L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE OEM" SUCH PANELS IF) THIS P.E.0 SMALL SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />WHORAGE SMALL BE AS MENTIONED IN ALI) AND IN A.2), ENGINEER OF RECORD THAT PREPARED IT
<br />(B) TQJ2&uhg-cgbcRMALM-Ab.l.-As3c-Q.-m 14. SHUTTER MANUFACTURER'S LABEL SMALL BE LOCKIED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER DANCE WITH SECTION 1709.2.2 Of FLORIDA BUILDIMG CODE ONE LABEL
<br />- 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I T W BUILDEX� INC. SMALL BE PLACEI'DN F'0CRC0r'KW OPENING LAINEUNG TO COMPLY WITH SECTION 1709 9.3 OF ?HE
<br />- 1/4' a - 714' CALk-th ANCHORS. AS MANUFACTURED Erf DFWALT, INC FLORIDA BUILDING CODE,
<br />- 1/4'0 X 3/4' SOLID -SET ANCHORS. AS OWRIBUITED BY ALL POINT SCREW. SOLT & SPECIALTY CO
<br />"
<br />- I 1 4: 1 a PANUMAITE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED IFY ELCO CONSTT"TION HIM
<br />' '
<br />- ,/4 40 ZAMAC NAIUN ANCHORS. AS MANUFACIURED BY DCWALI. INC A ...
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<br />SA) MINkRIM 84MDMENT OF TAPCON ANCHORS. EXCO PANELMATES AND ZAMAC MALIN AKHOR, IWO THE ,,�u . FLORIDA BUILDING CODE (WIT High Velocity Hur can* Zone)
<br />��
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<br />BLOCK UNIT SmAu BE I 1/4, : .
<br />: �4�644 7 ' WWWO HLRCO. - 1p.
<br />191) CALX-IN Or SOUD-SET ANCHORS SHALL K EMBEDOED 7/6' INTO TNE CONCRETE BLOCK UNIT. NO 1. 24 GAGE ULVARM STEEL SIM PASTE. OAMIN ln�
<br />-
<br />STUCCO SMALL BE PERMITTED. 1/4- v-20 SCREWS USED SKA" BE 1 1/2- L04G MINIMUM SkOULD EXIST. * - L - .-, __
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<br />TO REACH ... "
<br />EXISTING WALL. ANCHORS SMALL BE LOW ENOUGH THE MAIN STRUCTURE BEHIND SUCH I � owi�� IME
<br />ANCHORAGE SMALAL BE AS MENTIONED IN 8.1) AND IN R2) � ; I i7l � - owt .-,%.:. .4 -
<br />- - Me 1m. Oftetee -
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<br />CONCRETE ANCHORS -
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
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<br />"
<br />INSTALLATION DETAILS FOR REGULAR PANEL
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />SHEETS 9 THROUGH .4 ! __01
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<br />ANCHORS OR CONCRETE SLOCK REQUIRED.
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<br />SHEETS 9 TmmOurH 10)
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<br />§§SSSSSSSSSSSE,._rA
<br />E.D. - EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS:
<br />(SEE SCHEDULE ON TOP & BOTTOM. MOUNTINGS CAN BE
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
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<br />SHEETS 9 THROUGH IS)
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<br />INSTALLATION DETAILS FOR REGULAR PANEL INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES __ 7 INTO WOOD STRUCTURE --- ' , � -7-7-- . .--I- ------- � I __ ____ __ - __ I INSTALLATION DETAILS FOR REGULAR PANEL 61) INTO WOOD
<br />- - I � -_ W.
<br />X, . I 7, ,; I SEPARIATION .
<br />. � , , J 1, . . I , ! - ��- _�' 7_7- -,
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<br />ALTEMWE COINCIFIM L - WOOG ANCHORS . - , , - - - - I - .
<br />ANCHORS LOCATION � :1, - _�gEE SCHEDULE ON . - - (SEE SCHEDULE I
<br />,., 11 SHEET 11) '. , � - , : :1 � -----.. _ I
<br />CONCRETE ANCHORS EX]FrOIG POURED 1 I , I - (1) 4196:1�-wv '* I ,i
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<br />OR CONCRETE BE= I I % I I I �i - � I I I- __ -
<br />SHEETS 9 TWO" 101� I REQUIRED. � � ; I - e . � I I TV mat. BEAM 'TO BE CERTIFIED BY ,,u , E4 !,
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<br />: (1) I i D 5= SPACER " I - vw ANCHORS (SEE SCHEDULE " �
<br />- � I t / I (SEE SCHEDULE ON . � 11 - DD, M- (D a)
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<br />,___ , A 1 ) �: � 0 0 114113111 � SPAM OF "L . 11 .
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<br />11 SHEETS 8 THROUGH 10) 2!ii&, � --, I F D. I I I X. t 5 . I Atin �,) I - _. r - � I I REQUIRED =*= 4= - , ;
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<br />� � I PANEL LENGTH i r; , � I -_ - �
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<br />" -� - FORS�� 11 SEPAi%6>04 V MAX, !� i �, �i I 1 1/2' LONG SLIDEVM
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<br />I I - " ,,, SEPARATION V I ! IS -- C1 ) I >
<br />, TO " SEE SCHEDULE (SEE SCHEDULE (SEE SCHEME ! � I I I SCHEME I i
<br />11- - 0_�. I - : SEE zau . .: SHEETS - ! PA14M MLENCTNI PANEL LENGTH I � I - PANEL -1 GLASS (SEE . i Mj,`. SEPARATION TO CLASS. I 0
<br />TO CLASS I ON SHEET 3) 1 ON SHEET 3 .
<br />I I ON SHEET 3) SPACEIII ON SHEET 3) 1 - -_ ) , I I IN SHEET 3) 1 - V kAx
<br />11 I I m 3=14) V M.. (SEE SCHEDULE ON ;1`e1w I I I- I ! I I � PLUS SEE SCHEME ON SHEET I 1) ZIX�.o ME SCHEDULE ON SHEET 3) _ : ,/.*,i&,, "
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<br />I ' PANEL LENGTH i - t - - YA- V . . i " I , "ma'90 PANEL LENGTH
<br />11 I I (SEE SCHEDULE I- - AV - I ==14) PANEL MCI. o I r_47 I YA -1 .'-1-'Xri0 I M., I .- . I I � i; I r_0 V MAX I --- - -__ . , . I= SCHEDULE
<br />I" I SEPARATION I - - 't, - ON " Rem. C_
<br />! . I (SEE i�- ,,, - [�-6-aee ---- I PANEL LENGTH ON SHEET 3)
<br />W. I ON SHEET 3) 1 SCHEDULE I I I I I TO PLATE WOUIRED Is , (SEE SCHEDULE
<br />i - 1 1 =nIn., i 2*.4' WOW - - I � -- - LOGIN cat 7-0
<br />I I -,- -1 ON SHEET 3) 1 EMSMIAG I a SEE = - , _01 ON SHEET 3) - L 0-
<br />I S,`o`= _ 1 __(D I ZAS.A� -TIA-1 I CLASS -1 - =6--,� t- � - 1 __ I %V&i
<br />ow SHEET 3) '__(j) I - _V - . L ALTERNATIVE 2W' - F - ,-- __ I __ L, .- � - , --1.
<br />I - -1 Le"W" a" 94M 3) ! - DIRECT MOUNT W/ SPACER a 1-- -
<br />_I(SEE SCHEDULE I sox k____ - __ __ 1, � 4�1 - - - - I : I ON - __ __ - __ - __ --- __ I : U)
<br />.1 I OF IL OF TL , 1 - q) r 1- - I III: i SCALE /a. , : i _�D 11 <
<br />I MAX mu. I i - - (t4l 1 1 Sox 1 ; r v
<br />I I ::::::::: �,,� T ; ,3
<br />11 (i) -4 - , `�.� I", I - I
<br />. p I., SEF TABLE SHEET I FOR Mo. PANEL LENGTHS Jr
<br />, 5m SOX. t- - � I 0 12 1/2' D.C. Am. AT ON I OF V
<br />IV OF 'L' .0 DESIGN LOADS FDA THIS INSTALLATION. M" :
<br />I �� 11 - I I b : I It ___@ IT
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<br />' OLL I I" - � ALLOW0 I I �, 'cc
<br />L - , -
<br />1. i L, j_____ Q6.2"h-1- KRETIE ANCHORS 6- : ED i IF - C: -0
<br />�" _11-m- T, CONCRETE A�� m I I _ - , � I- - j t , ,
<br />_ I I- I . -ONO=P , L , - W000 0'"OHMStUD ** um- I A . 11 . ; 11 I 0
<br />EXISTING POL40 ,71, (SEE SCHEDULE ON I , r, j I I
<br />CONCRETE 7'r,", . EDGE OF WALL OR SLAB SHEETS 9 THINDUGH 0) ,;�. . 9 SHEETS 0 THROUGH 0) 2 1 /W LONG Mo. ALUMINUM �. t I I (9
<br />. ED - - I , -_ - - -- . .
<br />. ALL DESIGN AND PAWL I , I (SEE SCHEDULE ON . - I -- . -----------. ZIXG' WOOD 2',4' 1 1 L-
<br />Mum (ALT. CONDITION) L I =FOLWD CONCRETE m I * SPACERS 0 =" D.C. VALID FOR , c T ; k �,__ - - - I- I STAGGERED W/ Tracom So, MAY BE I 11r LOW it, I . - --- I
<br />- LENGTHS PER SHEET 3. 1. : ! SHEET w ____ - - �� - - - ___ - __.. DECK REGUIRED PLAn- "I __ �T
<br />. ------- I I
<br />-
<br />CONCRETE ANCHORS RIECUIRIED RM BLOCK on CONCRETE BLOCK Rr% 1 ��4) RED, � - 1 , 7000 AMCHM
<br />__ I ALVMINUM SPACERS 0 2"X4* WOOD ' * . *mm. MAX MAX MOOF NOW " 0 A PU"MCM FROM AW ANCHORS �_ -_ . . I— LL _: ., SEE SCHMUEE ON
<br />- (SEE SCWCXJUE - 3/4' _ j
<br />" DUSTING POURED CONC . - I 11) 11) ONMLLOM 5 LMO 10 A off IBM VJLDR= SIM I _O` � � _ _ , RECUT WOOD � I SHUT it) m a-
<br />14 �, 1; Vm LONG � OuLnNc ~ cLqwbmv famAim ON slary 11) WOOD
<br />'i REQUIRED PLATE REOUIRff ':' ;� TWO ON I
<br />_� - - - iTAGGERED W STUD 1* WE SEPARATION TO CLASS MINDIOND I � �. _::::::_
<br />�
<br />10 11��11111 ,* - I � . GU ANCHORS :W OHM WES I 1) _Z=Z -------- !
<br />(SEE SCHEDULE ON - - ED - -- 1 1/2 - 0 C. (SEC TABU ft ON I 1 2'.4' WOOD :
<br />SHEETS I THROUGH ) SwErrs 9 a 10.) � T/ up SHEET a 10 IWD��ic I/;wS �, - PLATE REQUIRED � ,
<br />. (SEE SCHEDULE ON I" AS IME - __ - - - PO& bw RAZM WAMW a 6 1pe = - ___
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<br />L . 'am _I BE rea: DIANC. MADE FEMALE 0 ON
<br />. I SHUT I 1) OWAUED wm 11 MO 0 A MPNOW FROM 12 t/2' O,C, SPACING ALLOWED 00 - 2' M11- - - _1 -_ _ __ _ � -
<br />CEIIJNG MOUN71NG BUILD-JILIT MOUNTING WALL MOUNTING 1011 W/SPACEemni OR a . I I (1) MINIMUM Asc 03M Tow III. � � 0 (D
<br />- - MM 8 +10. -0 pe�l ("'AL .. "W"'A"'L ..III 0 I.- W` aft ape" 0 C10
<br />SECTICIN 5 - - - A (2) me 4 A Implac"am "lam LAS" mn wkno"m ALM= Ck
<br />lban R%m VANAMEW BMW IMME, LOOM 6 sommuL OW 'q.
<br />SCALE 3/8-i' SCALE 3/8-1- SCALE 3/0-1- w WALL MOUNMG 6 pl%CT MOUNT CEILING AND FLOOR MOUNMNG BUIbrT MOUNTING " Cu
<br />WALL MOUNTING (3) STORM PANEL OOMUMM 0 OILY ALTERNATIVE 2W (All 1/2 ' UM SANCIEW COkWOM PA SMALL WE 4 BOOM ON ALTERNATME AW Aw
<br />INS) a [AMONG no FIMMF WALL SCALE 3/8-1* ONSET L mUAMA"m or I i/r LONG wwam SA We ONLY ALTERKATNE
<br />ALTERNATIVE 1W IMUO FOR MIND DOM 1. 2 AM 3 AS MMM MY MOM SCALE 3/1-1" Otoo* SCALE 3/8-1* 00
<br />C-10611 sviiow I "
<br />SCALE 3/8- I. (4) NGXVAAtov WAA CWT MR WIND ESAINST, am AM THE 2223 I'm cormDeq or THE RDW
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<br />E *`-, 1107m, . NOTE!S, Ir : NO. 44167 .*
<br />104,e,�-�,!-�.�- FLORIDA BUILDING CODE (Man High .. ..
<br />� - votmity muu .* FLORIDA BUILDING CODE ("an High Velocity, Hur cans, Zone) a i FLORIDA BUILDING CODE (IN y Hu cam Zone)
<br />Icons Zone) I NOTE FOR COMBINATION QL_7.QjQN5: 1. INSTALLATION ARE ONLY VAUD FOR MAX. KS.D 2 * �: on 41gh Voloc"ft Hu m
<br />f .' 0.44167 '. S � ILMM IMc F.F. 1 . INSTALLATION ARE ONLY VALID FOR MO. ALSO, : 1. cow ILUM m F-F TOP & BOTTOM MOUNTINGS, CAN BE -' - * s Itm "I - 'IF. <
<br />= 24 UK GALVANIZED STEEL STOIIM PAKL NOTE FOR COMBMMN OF SECTION : 1* No. 4 7 -. I 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p,ILf) AND PANEL LENGTHS . 24 GAGE &ALVAH= STEEL STORM PANEL
<br />I OWN,, IN, DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS I : - Iffivem, W. 11. STATE OF IMAIN BY
<br />'*! -*1 � -. lio ,,----.
<br />NOTE QQWSU&DM OF SECTIONS; - * '. * . Or/"/=" TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR B ; * COMBINED IN AW WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 - 4t z
<br />. I OISTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD I
<br />. I W/p/l= % -
<br />---, "I GLOBAL 11LIEC0.11c. GLOBAL PROTECTION Cau MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC I_ ____ IL ECOowc.� GLOBAL PROXCT" ME.
<br />E.D. - EDGE INSTAINICIE I -!�% 57ATE 01� - ILIECOissc- PROHCTM PRODUCTS, LLC. - o�. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') 11% 1� PRODUCM. LLC. - I ..... - PRODUCTS. LW. 47/p/1"S
<br />(SEE SCHEDULE ON TOP 4c BOTTOM MOUNTINGS CAN BE . - - - C_ � 4= ". ITT CINDY` INSTALLATION. -% v - , ___ At Y�`
<br />, , - - oc� __�_
<br />COME, FL 3914 .'r, 7 - - .0 .9me Mum, SO. 5 N"Ut AL ..". - TRAIT Ts Am &W. 51 SWEET
<br />'CO." ,40## pj�
<br />SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY � __ _1&F;F1._=FA_rx.j � INOIC� ")"9-7&A PUT OU)II"797 20-175 1 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD % e e,t, I- XNA-Me,. ..� CASE. M 333 DENSITY OF 0.55 OR EOUAL ... F. ___
<br />PHaAL CSHt 20-175 HIM, 11 AM=
<br />m 'k CAN, = COAL rL ill"'t 20-175 z
<br />- aft- )ws7"JL FAX: (1m)"e-ov - - - . ms-7"e, FAIL OMM),ee-sm
<br />INSTALLATION. _ � - MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC N, ;N� ir ", I � - - OPAW4 ft It DIAMN 0M,
<br />I � 64 - ,:o - 1=3152�_ - I � - � ft. � �. - pio In', 0 1-07, ( --- ! <
<br />I
<br />INNISImaws,/SamuUmAm C%OOO" �11 A. Me I I DENSITY OF 0.55 OR EDUAL. CA- ,11, 2i'i - 0 - C��is I il - 6m . i
<br />! ___ " . ! I . -Itt$""Woc)k--Lt-lg SA,711311 11"B" �. fIJIL - i- -.1. P� U.4temewuntlotat MALT" & "LUT .. ,,,
<br />""1`4 t *=11! .44) 1V I . . I I I I " _j
<br />I r, I , I - - I I - t I FLOW i - , - ,.j
<br />I I I I I CL
<br />SHEET NO.
<br />SH 1.3
<br />
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