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<br />VAUM A.S.D.
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<br />TV OR um
<br />2 9/111`
<br />I
<br />BOLTED .
<br />r. 3'. I-W. zv a rw
<br />40". -15.3
<br />70' OR UM
<br />1 2 ?/r
<br />111TAL7ED •
<br />I &.-W
<br />I' I W"wr AT OVERLAP & /OR of PANEL. LENGTH
<br />ASJLamam
<br />MC"am &-OCM FORE CL - 3 112' •
<br />APPLICABLE TO
<br />mxmm I! &
<br />mf *Mao&~
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<br />unm %* 0.)
<br />1.
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<br />FAKNIOM ALLIS
<br />10 oxcvm
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<br />IILIKIK
<br />To coicour
<br />O"for"
<br />1111101
<br />IV evam
<br />1-=.
<br />A
<br />Ir
<br />N/A
<br />12*
<br />N/A
<br />12'
<br />N/A
<br />I Ir
<br />"/A
<br />I' & 2' (TOP)
<br />IT*
<br />3'*
<br />ice
<br />31
<br />5"
<br />12"
<br />1.
<br />Ir
<br />r
<br />V (BOTTOM)
<br />N/A
<br />N/A
<br />1 MIA
<br />N/A
<br />M/A
<br />MIA
<br />121/2.
<br />IT*
<br />21 (BOTTOM)
<br />7'
<br />NIA
<br />61/2-
<br />N/A
<br />41/2-
<br />N/A
<br />4 1/2'
<br />N/A
<br />Y (TOP)
<br />70' ON LESS
<br />12*
<br />N/A
<br />12-
<br />N/A
<br />IT 1/2"-
<br />N/A
<br />9 1 /2-
<br />1 N/A
<br />31 (BOTTOM)
<br />12'
<br />N/A
<br />1
<br />12-
<br />N/A
<br />Ir
<br />N/A
<br />12.
<br />N/A
<br />4' (TOP)
<br />12"
<br />11-
<br />te
<br />1 0 1/2'
<br />1 12'
<br />IT-
<br />12-
<br />1-
<br />V (BOTTOM)
<br />*LWM TO OLD "t. A.S.D. OCSCM PROMAK %Nnmg
<br />A SEE START n FOR AMMM PIPE Af SPACING TO VWMAATOO INTO OM
<br />FWW %PAM
<br />MMRN NOW WVMM MITI WMN OK DOMM AM OCCOM 011 THAI
<br />10400AL TO ED. UM IPMW fdOMM ON 213911111" NO= ANCHOR VACM
<br />v i"lftvm BEACH!; imwm ON SCHOLME BY THE FOLLOOM rACMM FOR
<br />INS opommo To K POB§MLL TIMM SAVIONO OUNM VON PAKNATIP SHMA
<br />WAOM PMCAM FOR EACH ANCHOR WINE Al
<br />ARBOUR TMB
<br />11411
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<br />1/4%
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<br />D O Mim, DISTANCE INITIAL
<br />AND QD To PC 1/2, W BOTTOM OF _L
<br />+ REQAILI/r
<br />rq,_1 M"
<br />++ %xiouras MPH. WrANCE SUMO BOTTOM Of PAPSL
<br />Am 0 to at 3/18- p, 11 ITMa
<br />,
<br />COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />Clow
<br />CUMVM
<br />.750 S& SOD wx=
<br />I 1.2W i -to AMU 0 a Ile
<br />F .37
<br />fle oil e if i/r oz
<br />aUw-apl' 1 sUoW. ma
<br />250
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<br />mr VITAL A -h-
<br />RV925 SMALL K mmuw lAxkys
<br />Riow LEFT 10 now OFF Lfs
<br />12 DID AT LEFT SIDE OF PAMM O W O -F- TR= ANKE • WM STUD
<br />UP ma
<br />KK
<br />PMU 04"' (16hi
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<br />-
<br />MOMET18C V" DITA& A 270"I._vAL @ OR
<br />ROUNDED CORM 0 ENDS Of PANEL'S I - A" M' f-7123 . F
<br />END UP W/ HEMMED EWE vs,
<br />C".1-S) 7 ............. ��--�ommm RAZMU
<br />Law I-
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<br />14' Air I
<br />Uorroxon IF quiEw LOPSTA a I
<br />ONLY %AUD FOR OWAUAnM 00
<br />O SLEM 2 1/1 WOOD SINUCOAM,
<br />_2W
<br />-2ZW--- VAX -Lam 24 : PW 3.7 : 50'
<br />2.
<br />75W
<br />OTT
<br />(2) REV. 'N' HUM "Ll"' WARIER I" mwl TV r MoV.
<br />SLMIFE 11" MAX,
<br />3.0w, @ A, J" 71RACK @ WL How
<br />ZEE! /j 11(1 1/4- w1wa
<br />• (USE ONLY FOR E-Z K" STORM POOL
<br />F T_• -275' SYSTEM) GDW-TB ALUM. ALLOT
<br />311-
<br />1 71' t.'25, FLORIDA BUILOPIKE CODE (Man Nigh vowelfty INNU ZOM)
<br />o(IDMIN.00 r- dew nvm M 24 GM WVANM SIM $711011101 PANEL
<br />Gor 123' i. L omm BAR
<br />OVA.) F STATE OF
<br />SEE SCMIDW-- .2w
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<br />@ JWQ-OUT or (9 MULD-OUT 'F" TRACK & WASMED WNMUT t-.*% S ma -Ij None -
<br />TPACK ANGLE (ZAMAC: 3 ALLOY) M
<br />flog I PX F=9 a a,
<br />INSTALLATION
<br />DUALS
<br />FOR SERIES 2000 & 1000
<br />E-Z HANG
<br />STORM PANEL
<br />INTO EXISTINGWOODSTRUCTURES
<br />1/4-1 UMW I - E 1 0
<br />t/41. LOG 1=91 Olt W/
<br />To onsmo "M "114121A.
<br />wm
<br />4E4=
<br />1 /2. W, pD*7mr4N
<br />TO ENWM WOW WADER.
<br />FLAT OR ON Ent
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<br />50
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<br />I
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<br />OF PLATE AT SUM 20114) OR FLAT ON ON OU
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<br />ATEMMAT IffIR2 --F
<br />I'La OR ON OXII: WALE 1/4-.1-
<br />AM 1"W SCALE 'le.l.
<br />1. 01SIALIATIOMS ARE ONLY MUD M= R 9LOLWTRIM &&D. D
<br />UP 10 +96.0, -75,3 Ad AM PANEL'S UENOTH up To T-loyKIN LOWS
<br />Z Too NEW WOOD F%AW CONSTRUCTION, WOOD MECMOM To K SOUTHERN
<br />PIME N. L W/ SIVIECIFC OOdTFY OF 0.26 OR EIAL
<br />&A (ID AT TOP AS
<br />swornhi, shomw w
<br />A, ALTEINATM MEAM WOOD FRA
<br />W" TOP To SUrr ANY $IAOHMWMAAM,
<br />SRGW MR CLAPM
<br />winc =AM It at *
<br />MAXIMUM PANEL LENGTH
<br />L+- OR -L-- ("ja
<br />MAXIMUM A.S.D.
<br />OEM
<br />PRESSURE PIMM
<br />(P.M.) (4 A, -)
<br />CONDATTIE & Wow
<br />INSTALLATIONS t
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<br />!10-0
<br />J,-7,
<br />sme '�l-MIMUMn AT EACH
<br />D.M..01 O.
<br />LXREC[ MOUNTED AT EACH END*
<br />MAXIMUM PANEL LENGTH OF
<br />"L+" OR *L-" (".) a
<br />mwmm X&O.
<br />OEM
<br />PRESWK M"=
<br />(+
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<br />110.6
<br />AMIWRPA SEPARATION TO CLASS SIaEDtAE
<br />MAXIMUM
<br />PANEL LENGTH
<br />"AD SPEED 4 170 A4,h
<br />WELD Blow ), 170 w".
<br />(10)
<br />UNRESTIVAM
<br />PETWEirfow
<br />30 GO LIMS
<br />I.
<br />1 1/4'
<br />>3310, BEEF
<br />/2
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<br />7 1
<br />7 Ir
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<br />MOUNT
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<br />HEADER
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<br />u"tSTWw
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<br />711"
<br />�,
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<br />AMU
<br />JIDw
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<br />t
<br />1/0. LAD SCRIDIS 0 1
<br />000 't. 41
<br />LAY on ON off
<br />I&L.311i"'A.0w
<br />FLORIDA lUILDING CODE INah Vskunft HuM-- 711
<br />1/4. 3/4, 4/5. 5/5 & 6/5
<br />I W/6, 2W/G. 3W/7 & 4W/7
<br />OVERLAP
<br />2/4 1/4, 3/4. 4/5. 5/5 Ai/S
<br />1*1W16. 2W/6, 3W/7 & 4W/7
<br />ANCHORS Mu SORMS ON Diem 9. 10 ally
<br />REGULAR STORM PANEL nj ELEVATION /4- M. GAP
<br />2817'
<br />GOAL OARUP -1 wax %KIM
<br />SECTION A-
<br />01
<br />(1) L*; Vk'PM ALLCWQU PANEL LOOM FORA OMM PosnK LSD. OEM LOAD.
<br />I- MAIL ALLOWABLE PANEL LOOM FOR A amw NEGATIVE A.S.D. DENO LOAD
<br />M poonizin 70 WMPK wrinfunt ANAL LENGTH
<br />GIVIN A POW LSD. DESIGN LOW. WRMM MAO" AMM LENGTH 'L+' FROM SCH
<br />GIVEN A NEMM A= OEM LONG, DEnMMIC MAW&W PWft UDIVIN 'IL= FROM 50
<br />nFEAL WMN AUCVBLE Mft WON IS NOEL TO THE hWibRN DEfDMdMW PAIR t
<br />KPMEEN "L.'"s 1_ .
<br />a) SEE -SHMULE on" FOR MIN. PANEL LEMON FOR POROSITY QUALIFITAIM
<br />[ WHtAtLATIONa PREG WOOD AGE LAIRD 70 195 &&L WX A.&O. DENO PROM= RAI=
<br />#I ITT a 11 FOR WAS. A'Sa omm Low A, MAX. PANT LEMONS FOR
<br />44167
<br />TE OF
<br />elm Vk"M =�
<br />7iLrE C 0....
<br />24 OW GALVANIZED STEEL STORM PANEL
<br />I^
<br />am& Pwmcnow PRomm LLc.
<br />RID .......
<br />am $4 IT tnTtNn
<br />pow WOW-16* Ift
<br />SILICA A, W A" P-L
<br />20-175
<br />Ono" AV,
<br />1-1 . .-
<br />, I F""9 ! 1
<br />son X or a
<br />(C) �1
<br />7. .. PANEL SHOWN ON TIMES; ��� DOCUMENT (PLED.) PAS KM %TWIED MR OOMPUNMM Ik ACCORDANCE
<br />AS W"AMURM or LT.W. BUKMXI NC
<br />WITH THE Au (Tol w0k) or M FLORIDA ex"M Com THIS STORM PANEL VAL NOT K WSPALLED At "I"
<br />- 014-10 PAN111MANE 11111VILE 0 AND PANIUMATE PLUS ANCIFIDIM, AS MANUFACTURED BY ELOD PRODWIS,
<br />BROWARD C
<br />V11OCETY k$LMRItlOAPE =IrDW COUNTIES).
<br />1�4# LAG SCREWS PER ALD.S,
<br />DESIGN WIND LOADS AS PER SECTION JBGP Or THE ABOVE MENTIONED CODE FOR A SAW WO
<br />r=
<br />7 IV# . 511r WOOD BUSHM. AS DWANMM By ALL POW SCREW, BOLT & SPECIALTY CO.
<br />SPEED As Ampito BY THE AORINDICTION WHERE STORM PAPAL WILL BE INSTALLED, AM FOR A FACTOR
<br />KO-O M tSM ASCE 7-,6 AND SMALL NO EXCEED THE MAXIMUM MD.) DES" PRESSURE PAIN" INDICATED ON SHEETS
<br />C 1) ~M WXADED KNLTMTOM NEW MW OF TAPCOM ANCHORS SMALL K 1 1/2- AND I- MR ELCO PANELAWFE PLUS
<br />3. 9 TAM 12 & 17,I&
<br />AM PARELMALE FEMALE IT)
<br />BE ORDER To VMW THE ABOVE CMMTKK ULYNAIOE DESIGN WOO LOADS WMUSNM PUT ASCE 7-14 SILL BE FIRST
<br />REDUCED to #.SO' DESIGN PRESSURE RATING EWAMYM THEM BY 0.4 #1 OR" TO CCM%K TIM 01 MOX (A.S,Oj
<br />r-2) MOWAN rAWAOM PENETRATION OF LAC SCREW. INTO THE MW FAMEUW 94ALL K 1 1/2'_ NO THREADED
<br />DESIGN PRESSURE PAMCS INCUPED ON SHIM A, 9 TM 12 Jk 17. 18
<br />PEN M"M INTO STUCCO SMALL K CONSIDERED AS PANT OF THE NO"= rMAM PENETRATION
<br />IN ORDER TO VE01=1w ANCHORS ON INS P.EJ). AS TWO WERE NOT OVER SIRCM. A JIM INCREASE 94 ALLOWABLE
<br />STRESS FOR WIND WAS = USED ON THEM AMALYSIS. FASIENEXIS SPACING TO WOOD HAS BEEN OMILvn IN
<br />MINIMUM 0= DISTANCE OF LAC SCREWS. INTO WOOD SMALL BE AS WOMOATO IN THIS Maroc
<br />ACCORDANCE WITH fCDAL 2010.
<br />STOW PANEL'S ADEQUACY FOR IMPACT AND WO RESISTANCE WS BEEN YOWW IN ACCOOMutu WITH SECTION 1609.1.2 OF
<br />CA) NOMM PENETRATION OF MW MS SHALL BE 3/Ir T/4' 0-20 SCREWS USED SMALL K I 112• LONO MNMM
<br />THE ABOVE MENTIONED CM AS PER AMERICAN TEST LABOF SOUTH FLORIDA REPORTS001214.01-01 AM 00219.02-011. AS
<br />SHOULD STACCO EXIST. AND I' WSAW FOR WALLS VAIN No STUCCO.
<br />PER WID 1 9-" & ASEM E 330-02 STANDARDS, AND WOW.M TESTING LAB SOUP" FLORIDA REPORT #112301-10 AS PER
<br />TAS-20I AND US-203 PROTOCOLS. AND AS PER CALCULATIONS POWOfteD IN ACCORDANCE w/ SWITCH 1604 Of THE
<br />C,5) 04 CASE THAT PRECAST SITOME. OR PRECAST CONCRETE PANELS. S!W00 ON WOOD BOOM K FOUND ON THE EXISTING
<br />FLORIDA BUILDING CODE
<br />WN.L. AN MM SMALL K LOW ENOUGH 10 REACH THE NOUN Snkc?tm 00" SUCH PANELS.
<br />ANCHORAGE SEAL K AS MENTIONED WE C 1). C2) k C.4)
<br />2. ALL ALUMINUM EXTRUSIONS 10 HE SM-10 AHOY AND TEMPER. (UNLESS OTHEINTEE: NOTED) SEE OW 2
<br />(0) AN04M SMALL. BE INSIALIT) FULWW96 ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MAWFACTAER
<br />.1 ALL ALUMINUM $HIM METAL USED AT CLOSURES SMALL WVE 3105-1114 ALLOY.
<br />a PANELS MAY ALSO K INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROWN 6 (BEETS 4
<br />#. PJA STEEL SHEET METAL PANELS SMALL WAVE STRUCTURAL OUALITY STEEL ASTM A-553 GRADE 80 WON". C-00 GALVANIZED
<br />1iMOTIC11 5) EXCEPT THAT W-400100 A* SKALL NOT K USED.
<br />STEEL DESIMAROM W/FY- 92.2 k. (AFTER RULED).
<br />V. IT SMALL BE THE RESIOMMM OF THE CONTRACTOR To vowy PEA: SOUNDNESS or THE snwpJRE WHERE SHLITTEFI 15 TO BE
<br />5. ALL SCREWS To BE STANAESS STEEL 304 OR 316 AS SUM OR CORROSION RESISTANT COINED CARBON STEEL AS PER Oft
<br />ATTACHED TO INSURE PROPER NOCHMZF VHST"SNUFFER SHALL. ONLY K ATTACHED TO CONCRETE 0-= Oil WOW FRAME
<br />wi�mm
<br />50018 W/ 510 NO VIDEO STRENGTH AMC 00 A. TENSILE SIFFIENOTH AND SMALL COMPLY W1 FLORIDA OWLMO OWE SECTION
<br />241143.4.
<br />10 EACH REGULAR SrDRM PANEL WITH LVsTHS OVER W. AS PER SECUM 1, 2. 4, S, 6 AND AILTER1401MVIES 111. AN & 4W ON
<br />94EETS 4. S. 6 & I RESPECTIVELY: SWALE. HIME A LEOME AND READILY VMW WEEKEND INSTRUCTING OWNER 001 TOW TO
<br />a 1111=5 TO BE ASrM A-307 GALVANIZED STEEL OR JUST 304 SUMB STAIN M STEEL WITH 35 k5i MINIMUM YIELD STRENGTH,
<br />SECURE PANELS WITH APPLJCMPUE R014FORCEMIN11' DLOWX PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SMALL BE AS FOLLOWS.
<br />11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WIN
<br />THE maTO PREVENT WM/RW INTRUSION
<br />(A) DOW PO.A. =9=
<br />1/4 'P TAPCON ANCHORS AS MANWACTURLD BY X.T.W. SMOCK. INC (Min t'c-3492 P• J
<br />12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED AN THIS DR40M PLUS ANY BUILDING NO ION04 REGULATIONS
<br />1/4• 0 x P/Ir CALX-4I ANCHORS. AS MANUFACTURED By OE%ALf IMC
<br />PROVIDED BIT THE JURISDICTION WHERE POW IS APPLIED TO,
<br />1/4"0 w 3/4' 1110LID-SET ANCHORS. AS OSWASUMD BY ALL POW SCREWBOLT A SPECIALTY CO.
<br />(mt. r.-3m 0...0
<br />13 (a) THIS PRODUCT EMMLUKIION DOCUMENT (P.EJO.) PNV%*= GET THIS INGRIDER IS GOODC AND DOES MCIT POMM INFORMATION
<br />114-10 PNAUV1AIT FBI," 0 & IMINELAMITE PLUS ANCHORS. AS MANUFACTURED By ELCO CONSTRILICTION PRODUCTS
<br />FOR A SITE SPECIFIC PROJECT. Lw WINE THE SITE CONDITIONS IRMTE TOM THE F-ED
<br />Iles ZAMAC MAINANCHIORS. AS MANUFACTUATED iN CERAM INC.
<br />(b) CM~OR to K RESPONSIBLE FOR THE SELECTION, PUK"% AM INSTALLATION INCLUDING LIFE SAFETY Of INS PRODUCT
<br />A 1) MINIMUM EMBEDUM OF TAPCON ANCHORS INTO POURED CONCRETE SMALL W 1 3/4% 2" FOR ELCO PANELMAXE AND
<br />1114SIED ON THIS A," PROVIDED HE/SHE DOES MCI DEVIATE FROM THE CONDITIONS DIVIA110 ON INS MMWM
<br />CONSTRLKTM SAFETY AT SITE 6 THE CONTRACTOR'S RESPONSIBILITY
<br />4 3/** FOR ZAMAC MAKAN ANCHORS.
<br />(4) INS PRODUCT EVALUATION 000 UMENT WELL BE OMPOU" INVALID W MODIFIED
<br />k2) CAX-IN a SOLID -SET ANCMM SMALL BE EMBEDDED 716- INTO ?HE POURED CONCRETE NO EMBEDMENT INTO
<br />STUCCO SHALL K PERMITTED' Ile 0-20 SCREWS USED SMALL K 1 1/2' LONG MINIMUM 94WW STUCCO EXIST,
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REEMERED ENGINEER OR ARCHITECT WHICH SELL BECOME THE
<br />AND I' MINIMUM FOR WAUS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL Tw"w SCREWS W/O MEAD,
<br />DWOMM OF RECORD (tO-PP) MR THE PAMUI AND WHO WILL K RESPONSIBLE FOR THE
<br />GIVE WITH wm MUTS
<br />PROM USE OF THE P.E.O. DIMMER OF RICORD, Acnic AS A DELEGATED ENOXIM TO IK
<br />P.F D DaWSK SHALL USM TO THIS AATMR THE SITE SPECIFIC OMONGS FOR REVIEW.
<br />AsI IN CM THAT PRECAST VOW PRECAST CONCRETE PAN" PAVERS S10000 OR "M BOARDS K FUND ON THE
<br />EXISTNIC WALL ON FLOOR. ANCHORS SMALL. K LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS
<br />THIS P.LO. SMALL BEAR TIE Mt AND ORIGINAL SEAL AND MWTURE OF THE PROFESSIONAL
<br />ANCHORAGE SMALL BE AS MENTIONED IN At) AND IN A.2).
<br />ENOMM Of RECORD THAT PREEINVIED it
<br />14 SHLITTER ~ACTUTIER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOW
<br />1/4' : TAPICON ANCHORS AS MANUFACTURED fff I T. W BUXM. INC.
<br />PANEL SHUTITER IN ACCORDANCE WITH SECTION 17011.111,11 OF FLORIDA BUILDING CODE ONE LABEL
<br />WALL K PLACED FOR EVERY OPOM LABELING To COMPLY WITH SECTION 1709 9.3 OF' TIRE
<br />I /4' • . 71W CALK-01 ANCHORS. AS MANUFACTURED BY OPAPALJ, INC,
<br />FLORIDA VALOM CODE.
<br />/4'0 X 3/4* SOLID -SIT ABHORS.AS DWRMM BY ALL PONT SCREW, BOLT & SPECIALTY M
<br />#14-10 PANELMATE FEMALE To AND PAMELMATt PLUS ANCHORS, AS MANUFACTURED BY EUDO IN
<br />Ile a ZAMAC PALA ANCHORS. AS WM"rFLOM BY DENALl. INC
<br />.........
<br />.. ...
<br />8 1) MINIMUM EMOMENT OF TAPCOM ANCHORS. ELCD PNO)ATES ARID ZMAAC WWAAJ*ITO THE \�GEN
<br />FLORR A BUILDINGLODEDion High yowl -NY cone Zo
<br />9-M UNIT SMALL IK 1 1/4'.
<br />.
<br />9.2) CftX-IM a SOUD-SOLO-SETANCHORS SMALL BE EMBEDDED 1115' INTO CONCRETE BLOCK UNIT. No %,44
<br />II. FF.
<br />7 FIXIImc 24 WA GALVANIZED STEEL STORM PANEL grim F®r
<br />STUCCO SMALL BE INERMIM 1/4. w-20 SOtm USED SMALL K 1 1/2- LOW LW O" SHOULD ow. *
<br />AND I* &MAXIMUM FOR RILLS WITH NO STUCCO, STATE
<br />ML F.-C _�O... GLOM PROTECTION PRODUM LLC. om.
<br />/ =T
<br />. .00 &W I'I smw
<br />6 3) IN CAR THAT PRECAST STONE. OR PRErAgr CONCRETE PANELS. STUCCO OR WOW BOARDS K mLJT VESMO &
<br />EXISTING WALL ANCHORS SMALL BE LONG ENOUGH TO REAC" THE WIN STRUCTURE BEHIND SUCH '....R1 .... __ - lz�•[MAIL A. 301. 4M 20-175
<br />... MA AM P&QUIP-744L "A woo
<br />ANCHORAGE SMALL, BE AS MENTIONED IN 11.1) AND IN 111.2)
<br />0%-Own" 3FER Will
<br />ZMEMUN 2�.! � I
<br />0`10 " � .
<br />nxm U A",tWar 1 v is
<br />CI I I�N I [TER 0 01:4 0 1 L-ViTTRANAelij kl;n 9-1 N! 31194
<br />L _ _w. -
<br />I sgpwwN • SEPARATION
<br />M SO4MME GIANTS To GLASS
<br />ntsrdc F I V Moo. 41 (SEES
<br />-4
<br />ON SWEET 3) PANEL. LENGTH ON SWEET 3)
<br />10 M
<br />(SEE SCHEDULE uo,
<br />ON I I PANEL LEMM
<br />CoNeXim MCHEIRS L- (SEE SOREDLALE
<br />(SEE SCHOXPLE ON A ON SAW 30
<br />SMELTS 2 THROWN I wx
<br />OF V EXESIV,
<br />MW 61I135 1 us
<br />E Mbl' BOIL I OF V
<br />0 1 Ile
<br />E.G.
<br />4-
<br />F-4 ewmAnNot "TAX -y. I ix
<br />1 Imm TO imm of REDUCED .
<br />ILL w/ am
<br />ALTERNATE CONCRETE PORED CoNCREw APOMM
<br />ANC"M vtAF
<br />(SITE SCHEDULE ON ON
<br />SIMS I THROWN 10) SNEETS 9 TIOM" 10)
<br />SECTM I
<br />&"a loww
<br />SCALE 11,11111'
<br />WE
<br />ON
<br />v MAX.
<br />PAN111 LENGTH
<br />= 111CMDRALE
<br />ON SWEET 3)
<br />"weam
<br />(SEE SCHEDULE OEM
<br />EXISTING mum CONCRETE
<br />Elt. to 50111"'ift, at CONCRETE M=
<br />D.
<br />FEGUMM
<br />INSTALLATION DETAILS FOR REGULAR PANEL Q) INSTALLATION DEWLS FOR REGULAR PANEL (I INSTAUATION DETAILS FOR REGULAR PANEL 61) INTO WOOD
<br />INTO POURED CONCRETE OR CONCRETE BLOCK INTO WOOD STRUCTURES w,
<br />SEPARATION
<br />ALTERNATE CONCRETE `t7 TO MAW
<br />SCHEDULE ON ou SoviuE LED
<br />ON A
<br />SHIM 11) SWEET 3)
<br />CONCRETE ANCHORS A. P&jn QwcxA:E1_._ g .
<br />Exams POUND) IDONCREE-g- memo THROUGH 10) OR co"cmm BLOCK wvmom cagnme
<br />uffix, am r-4n
<br />ADEQUACY OF
<br />OR comcrm BLOCK BEAM ITT BE w
<br />% PANEL LENGTH AIEGISI OR
<br />wAum. LED Rommu. mos.
<br />CONCRETE ANCHM
<br />D. ARCHITECT
<br />I MTRS- � I (SEE SCIAMPLE 111000 ANCHORS I [SIDE sCHEDULE 10 MUTTER
<br />ON SWEET I INSTALLATION.
<br />SHEETS 2 THROUGH I (SEE SCHEDIAX ON ROOD ANCHM ALIUMTE 11000 ANCWQ_RL No,
<br />SWEET IT) SPACM WOW -trm SCHEGLXE am (SEE SMAIM" ON "m
<br />SAM glaw OR
<br />MAIL vim 11) W M
<br />womko Am FACER or V SWEET 11) 0 if I/r
<br />m low 48 1/4- 1
<br />MAX
<br />MAE r WOOD REAM
<br />f REDUCED 1/e
<br />MAE WOOD WEADIut_____ r VIE-
<br />Wfl ED
<br />SWEETS S THADUCH 10) 1
<br />i - m mis
<br />8 v G) IEPEPI 1 6 1/4' 114
<br />'Aw I I "M MICNORS
<br />(SEE SCHEDULE -N
<br />pw IT.)
<br />PANEL UNGTH L ALUMINUM TIMERS 0 12 1/2 1 2'
<br />Dis IT MIA
<br />4, �u -
<br />Mid ON T
<br />I w no KIM, SEE MINE - BELOW FOR UMITATIONS FOR
<br />SVMArON V WAX, PANEL IWAX. I lIr LONG; SIEVES.
<br />14 LENGTH
<br />10 GLASS, WHEDULF PANEL L04M 11
<br />SCHEDULE SEE
<br />V (SEE SORETOW (KE MA, SEPARATION TO GLASS.
<br />TO atm (SCE 9 & low ON SCHEDULIF __PAMIEL MATE TOWS ID OR PANEL WAIT
<br />v M_ SCHEDLU ON I ON sHw 3) SPACER GN SHEET 3) ON 9111�11T 3) SWEET 3) PLUS (SEE SCIM)ULE ON 94M I I) ON STREET 3) (M 50"LU ON SHUT 3) 1 M".
<br />I - __ ---- - ---I -- lrvao '" Sm"
<br />PANEL LENGTH v Ara Am. =111=411. PAM LENGTH earl Av- A
<br />1
<br />M SCHEDULE (SEE smawl
<br />MIN'RiMIT) PANEL LENGTH I SEPARATION V MAP, _"v
<br />CLASS. 2'w4' WOW PANEL LENGTH am SWEET 3)
<br />ON WA37 3) (SIDE SCHEDULE _014r�To C7 Ex 1 i ON swrr 3) SCHEDULE- PLATE REQUIRED! (SUE
<br />TMQ I ON SWEET 3)
<br />I --(D aim 3)
<br />I DWSM maw wj
<br />low 3) Six L
<br />I 2w ------
<br />I OF OF V rMul F_ 11 ALTERNATM
<br />I 4(j) SCALE 3/9.1, 1 OF -1.
<br />MAN. WX. 5011
<br />I SEE TABLE #11 ON SHM I I FOR MAX, PANEL LENGTHS I
<br />A, OF V
<br />-1- 1 Sax 072 1/2- D.C.
<br />OF V MAX ALS.0 DESIGN LOADS MR THIS INSTALLATION.
<br />OFT' 11 411, $2 I/r O.C. MAXo
<br />IT MAX.Ma0 12 1/2' D.C.
<br />No wmil
<br />ALLOWED L. C 8 112 1/2- Ot �Jj
<br />CONCRETE v
<br />CONCRETE ANCHORS
<br />Ex (ALE SCHEDULE (BE SCHEIDT" ON VITOOD, APICHORS NIZIE;
<br />OF WALL Olt SUIVII SHEETS 9 THROUGH 10) SHE
<br />9 THROUGH To)-* 14(�)2 1/8- VIEW VAX. MANWAN STAG
<br />W/ STUD
<br />amotm• CONDITION) SPACERS 0 =' D.C. VALID FOR Tt___ = SCHEDULE ON BPN= 14 few w I tjr Low Art
<br />L i j I __ - WOOD
<br />! "74 PouRm CONCRETE Exiaric; PDAM CONCRETE ALL DESIGN AND PANEL SWEET 11) (1) MMAUMM 8 L� To A Wg =W VAN= OW MIT-r 2.4' WOOD z it
<br />wA � mw ~ (00 4 a pEmmmim "M AW 1�__ PC,; REouwtm FAMM ANC11ORS
<br />CONCRETE BLOCK LOIGM PER SHEET 3. ANCHORS SCHODULr. ON
<br />:Itm Olt CONCRETE BLOCK 2*%4*
<br />REOLKIM WOOD Cw
<br />11; r *A%VM am$= 10. TAX, CONE ALUMINUM FACERS 0
<br />Rtoupw DC. PLATE Rewaff wow
<br />SHEETS 9 THROUGH 10) _E.D (Sit TABLE 11 ON ;I AIN. wNionow To wa
<br />-1 _?� T
<br />SHEM I a STM w o" rlm
<br />ED') smw I ITT Of
<br />A woz (ALE BCNEOUL6 ON(SEE SCHIEDULZ ON wo As TIE PEWRO
<br />=:
<br />SWEET 11)
<br />" vIW 12 oz SNWKM mLoom on
<br />CEILM AwLQ;zg MOUNTING WALL MOLAMO 4WQ MOUNI W/ZPACERS Oft a 44K -0 W q 0) wx as "a PANEL um" a Lwmm ITT w a ANY on"
<br />=A OMPAMM FMM L4MO PAWL UNOB ALLOW ON
<br />IC mmoo zmw Pom ENRON a WALL W RIECT MOW Tom I*
<br />TROT 2 ALTERNATWE
<br />ALTIERIIIIATTIVE I W PAN AN CUM WQW MWAI WALL WZLaAMN or I Yr.LT, == "AwnAint" jw SCALE 3/8-1 BEM
<br />SMM FAGL NODUA"M 4 OILY SCALE 3/8-1- MM RUM 2 TAW
<br />WALL 2w (411 1111" UM OR= LW IBM SMALL PAT A NWM ON ALTERNAMIK
<br />MAW "10 w
<br />Ifta FM 1.2 6 SCALE 3/9-1-
<br />SCALE (4) m5wLom wul ORLY no vow 9-nn $wow Am THE 2= (711, offoo OF THE Rom
<br />c TIN =I= 1. 2 AF 3 AIR AM f Ram am
<br />JAL
<br />A. ..... .......
<br />3. E . ......... No. 44167
<br />FLORIDA BUILDING CODE Non H12h V41110eft Zone) % FLORIDA BUUM CODE (Nori High W0019ofty ne Zan*) NOTE FOR FLORIDA BUILDING CODE Obn High Wool
<br />FJ.NOM FOR QQMHRIM OF SECTIONS: 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S 0. 1. INSTALLATION
<br />No. 44157 am ILI= ME U OW GALVANIZED STEM SION PANEL TOP B; BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (PAJ) AND PANEL LENGTHS SWE or U U% CALVANIZED SIM UM P
<br />MIL E C -0,... OLML PROTECTIION JECTS
<br />TIT:
<br />TOM MR COUBMAnM OF SIECTIONIL Top & BOTTOM ABOUNTENGS CANE AS PER SCHEOULES ON SHErt 3 (EXCEPT FOR INSTALLATION. 2, FOR NEW WOOD FRAPPE CONSTRLICrKK WOOD ARM" "-vm w-
<br />.44167 um %=k Aim 24 WA G&VANIZED STEEL STORM Pon own ft DESIGN PRESSURE RATING Cp�s. 1) AND PANEL' LENGTHS WAN UP, COMEENED IN AW WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />STATE KouL MRCM Pomm, MC. COMBINED IN ANY WAY TO SUIT ANY ALTERMTE 2W) GLOM PROTECTION PRODUCT% LLr_ law, ARE ONLY VALID FOR MAX. A5Z
<br />E.D. - EDGE DMANCE INSTALLATION.IL E MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />(SEE SCHEDULE ON TOP & WTTOM MOUNTING.5 CAN BE W. ftffiov�. m Lw. IH wr DENSITY OF OM ON EQUAL
<br />�pl wl.=Wt =A ow IFIL Snu VXA - 'Lai Sim
<br />SHEETS 0 & 10) COMONM IN ANY WAY 70 SUIT ANY ........... 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD eoiv A!
<br />INSTALLATION.RM MEMOEFIS TO BE SOUFFHERH PINE No 2. W/ SPECIFIC I'm OH)mm�" 20-175 M-PAN, "we
<br />or4� FIX: c4-oww or� ft. c%-oomso
<br />DENSITY OF 0.55 ON EOUAL. %we A. '"i PL ow A,- PL
<br />I AVX- w;FAL
<br />Ram
<br />Cn
<br />>
<br />2
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<br />-0
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<br />a)
<br />Cn
<br />0
<br />0
<br />0
<br />-0
<br />.0
<br />U-
<br />CIO
<br />I*-
<br />0
<br />ICU
<br />>
<br />E
<br />0
<br />-
<br />C
<br />Cu
<br />CU
<br />\11_(
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<br />cc
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<br />0
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<br />C=
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<br />CLIP
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<br />SHEET NO.
<br />SH 1.3
<br />
|