|
WIMUM "-D. 110199 PRESSURE RATINQ (j&g.f.) AND
<br />CORRESPONDING MAXIMUM PANEL LENM 'LW SCHEDULE
<br />EQR SERIES 1000/2000 E-Z HANG STORM PAHEL (f) SM
<br />LftZ__My_,EQR_?M&L..�WAA�h_T "IT _A�_fIILUlaQM_t_nft_q:_,'�IJW_Z_J.L
<br />MAYMUM A--_O
<br />DOSING f
<br />RATINO w"
<br />I I
<br />- SEPARATION PANEL
<br />� 1 WHImum . I cz.
<br />TO
<br />1 I'Engr I
<br />� ApRuc,.. To
<br />I SECTIONS
<br />1".D. -71,-3
<br />____
<br />1 70- OR LESS
<br />2 9/16- I - -
<br />_ __�j� 8001TO - I
<br />I - V, 2'. 3% .1 ,
<br />, 2,W & 31*
<br />,66.0, -752
<br />�
<br />1 To- OR LESS
<br />Z 1/1. I -
<br />. ___ -
<br />I .� III 4"W
<br />DO
<br />NZQX
<br />FA;fMIISZI�A�S� WS & WINGNkF AT OVERLAP A, AD% OF PANEL LENGTH
<br />PANEL-
<br />1! T.X4 11 1 IIII! Iff-111-A 901 .1 *i Eel' 1114S *VS[Ri 41 ij�l it Idelfff"JIV10 I, I -11-01;4; 1*1 ;is, zi flUlm I.T.1.4 Uill I W-1 I lei: 141 :�
<br />pi;F.xN3j'Nvw.11-11jw-m1#j, slam.13W.11101, 1111 l�lli�13113E*Jke,ol.o.It;tfl6il�)�'4*.-Ftm
<br />ilm�oa-limi..Iff-wm--6�--v.-N-m-3L�A�- J
<br />"I , J
<br />'M�I- wiffil CEME ��� =
<br />MAXIMUM
<br />DESIGN
<br />MAX" ANCHM SPACING FOR E_ 0. - 3 1/2' - I APPLICABLE TO i
<br />,kS,D
<br />PRESSURE
<br />RATING
<br />TAPCOHS j CqA_ f PINC.MATE 'VIALS 0 Z _ IT& 2
<br />"amAm ;�Z;" W. -_ P�
<br />I LENGTH _L, tiA)
<br />,
<br />_ �,
<br />10 CONCRETE 10 COICRETE 10 CONCRETE JWTINI�W M ITO CONCRETE j or IHEM
<br />PL005
<br />�
<br />12,
<br />NtIA 1 12-
<br />N/A 12*
<br />N/A
<br />.
<br />v k 2, (TOP)
<br />I
<br />If"
<br />1.* I ".
<br />1
<br />3- � 5*
<br />4-
<br />___1!!___1__�/A
<br />5'
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<br />A- 1 SE:IRflE1S,C`2T000 �
<br />1
<br />I
<br />L__
<br />12'
<br />
<br />�
<br />__
<br />I
<br />. I
<br />TOM,
<br />I 'ER'LESID7,1100 +�-
<br />N/A
<br />N/A T NIA
<br />TI/A
<br />--!I-
<br />_!1_
<br />12 1/2'
<br />--±-
<br />til 1 2 - (BOTTOM)
<br />�66 0, -75.3
<br />-
<br />I
<br />4
<br />i
<br />_��_ _
<br />I
<br />I
<br />_ _
<br />_�/�
<br />___.�_
<br />"
<br />_+---
<br />70 - OR LESS
<br />71
<br />N/A . 6 I/.--
<br />--- ___ __r -
<br />N/A 4 112*
<br />;
<br />N/A
<br />4 Il
<br />, 2
<br />N/A 1 3' (TOP)
<br />12*
<br />__
<br />N/A 2
<br />_.,____+___,_,
<br />____
<br />__�/A 9 1/2-
<br />--,-- T
<br />-
<br />N/A
<br />-_
<br />-
<br />R '/2-
<br />� -
<br />.
<br />N/A � 3' (BOTTOM)
<br />.___t__1__
<br />--- LI _
<br />_
<br />[
<br />NIA 1 12,
<br />-
<br />N/A __�, 12- I
<br />__
<br />NIA
<br />12,
<br />N/A t 4' (TOR)
<br />--t-__
<br />I
<br />122'
<br />61 1 12"
<br />9 1/2' 1 12' 1
<br />- 41 (BOTTOM)
<br />* UMITED TO 06.0 A�C A,S.D. DESIGN PRESSURE %TN4
<br />-
<br />A SEE SHEET 26 'OR 044CHM TYPE * SPACING FOR INSTALLATIONS INTO WOW
<br />FIRAW:
<br />RUiLDING
<br />MINIMUM ANCH&A SPACINGS AND ARAINUM ED= DISTANCE ARE INDICATED M THIS
<br />SCHEDULE. FOR E.O_ LESS THAN THOICKIV) ON SCHEDULE REDUCE ANCHOR SPACING
<br />sy mArputiNG SPACING; sNamN ON SCHEDULE BY THE FOU."t FACtDRES FDA
<br />THIS OPERATION 10 BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SI
<br />NOT RE LESS TkAN MINIMUM SPACFK INDICATED FOR EACH ANCHOR TYPE AT
<br />-ANCROADS LOGEWL - .
<br />_
<br />-
<br />I/r.
<br />1/4-.
<br />ANCHOR TOE
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<br />.1. - -I
<br />PsmwTE
<br />- - -
<br />PANEUMATE
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<br />ANCHINI SAACRA �L)
<br />3
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<br />. VNICENse
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<br />+ REOURDS M DISTANCE BETWEEN BOTTOM OF PANEL I
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<br />tr
<br />AND (D TO EIC 1/2' P �f IA�'
<br />L
<br />r-4-1-m
<br />I
<br />++ REOWRES M DISTANCE BETWEEN B070M Of PANEL I
<br />AND (D To Be, 3/16' 3/16-
<br />k, L_� V_
<br />I �
<br />� � 'ILTUX, � r,
<br />: * � 20 GAGE GALVANIZED STEEL STORM PANEL CIVAH .
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<br />QOMPONENT5 EOR REGULAR,
<br />LIFE SAEETY & E-Z HANG STORM
<br />PANEL SY-SIEMS
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<br />(SCALE 112-l')
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<br />_1___-__1 I I - - 75.12,5- (TOTAL MOTHl - - - -------
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<br />;- 1.350 - - I 1250*
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<br />DETA4 A] ` - 11
<br />. - 2.0oo, -_ I
<br />PAWLS SHAI� BE INSTALLED AL A
<br />FROM LEFT TO RICK W1 1/7' LEG
<br />AT END AT LEFT SIDE OF PANEL
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<br />- 2,387'
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<br />04 ANQLE .W[W 90
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<br />-315 . � .,270 , - -
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<br />4.625 .
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<br />" �01250'
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<br />4 Z 124'11 1
<br />__1 150" -
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<br />1 .$EE SHUT 6 FDA ADVII
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<br />1 25.' 5 , (�) JLEEYE 2 1/
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<br />i "s-D, Is 3 PER ASTIM I I i I
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<br />NETESI � ___ . I "...., /11� .41,
<br />. \P-E"$ .Yl-
<br />. I il I FLORIDA BUILDING CODE (Non High Valoctly Hu can. Zone)
<br />11NAbQN_QF_1=1M: I. INSTALLATI ARE ONLY VALID FOR MAX. A,S.O� I F No. 44167 '.. �= oaott` "LIVID, `I`K. 24 GAGE GALVANIZED STEEL STORY PANEL .11-11.
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHE; = . -
<br />* --
<br />= , * .
<br />TOP & S�I`TOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - _`3 1. - . * It -
<br />' $TATE ot��-==_.r�
<br />COMBINED IN ANY WAY TO SUIT ANY AL.IERNATE 2W') 'S �p% sIi� GLOBAL PROTECTION PRODUCTS, I.I.C. AME
<br />INSTALLATION, t_ / 11LIFECTAIC"\
<br />f 46M
<br />. , � 7- Tuj, TESTING S.*. 5 SOW
<br />2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD , _* ,H=vEAING Cb~ - - - A
<br />- � �P,,VZ,,,� 60'L. _, - . - X .Nw I
<br />-I,," ��/ - , , -,I.,.,,-- _.F.m___ �1.4� 1A)L 20-175
<br />PHOAL DLH)
<br />44 � (_)ixsSn;,
<br />MEMBERS TO BE SOUTHERN PINE No - ,
<br />2; W/ SPECIFIC , 4 i� L .0.1s; -
<br />--I - -
<br />DENSITY OF O�55 OR ECUAL_ _'4m"vq*wNXA--P,-TE c1_C.DwT1.
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<br />GENEM-Mm
<br />Dom OR WALAR L mm a "- " STOW zRoo, TI) ZQ� il*���-m&-2Kr"--�Emri_l�-�A��--MtN-
<br />I STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT LFIt4,l LOS BEEN VERIPIOD FOR COMPUANCE IN ACCORDANCE -- 1/4-* TAPCOIN ANCHORS, AS MANUFACILIND Bn � VW BUILOEX. INC
<br />WFO4 YF'E 2OZO f7in LIPTION) Ot THE I'LOTODA BUILDING COOE� IM STORM PANEL VALL NOT BE INSTA"O AT Hick - #14-11, PANELMATIE FEMALE ID AND PANELMATE tLULS ANCHIOn, AS MMWIFAMRED BY tEP70 CONSTRUCTION PROOtCls.
<br />VELOCITY HURRICAIE ZONES (MIANT-UADE / SAOIAPARD COUNTIES). - ,/4,0 LA'. SCREWS PER N -US
<br />DESIGN WIND LOADS SHALL, FA DETERMINED AS PER 5OCTTON TAGS[ Or THE ASM MENTIONED CODE " A OASC WWO - 7/16'0 � 5/8" WOOD BUSHING. AS OTS79TEIVIED By ALL POINT SVREW. ROLT, & SPECIALTY rQ
<br />SPEED AS REOUIRED Ff THE JURLSDIC"ON WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIRECITONALITY FACTOR
<br />KO�0.05, USMG ASCE 7-15 AND SHALL NO ExCCED THE MAXIMUM (kSD) DESIGN' PREMZURE RATINGS INDICATED ON SHEETS C 1) MNtMUU THREADED PENETRATION INTO WOOD OF TAPCOAT ANCHOPS SHALL BE 1 V2' AND FOR ELa PANELMANi PLUS
<br />C"
<br />3� 9 THRU 12 & I7, le� AND PANELMALE FEMALE ID
<br />C.-A
<br />IN ORDER TO VERIFTY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCr 7-16 SHALL BE FIRST
<br />REDUCCID TO &SO DESIGN PRESSURE RATING BY MUL"PLVING THEM BY 0 6 N ORDER TO COMPARC TuM 4� MAyr ("S D) C2) MINIMUM THREADED PENETRATION Of' LNG SCREW, INTO THE WOOD FPAMt UNIT SHALL BE, 1 1/2' No IFFADED
<br />iz
<br />111G.1 PRESSURE RATINGS INOICAIED .11 SHEETS 1, S 111.11 11 L1 17, IS PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE ROQUIRED THREADED PIENETIUM14
<br />I
<br />i ORDER TO VERIFY INAT ANCHORS ON ,THIS P.ED AS 'TESTED WERE HOT OVER STRESSED, A _�3% INCREASE 114 ALLOWABLE
<br />STRESES FOR MIND LOADS WAS N= USED IN THEIR ANALYEIS� FASTENEIM SPACING 1-0 WOOD HAS WN DETERMINED 114 1��j) MINIMUM EDGE DISTANCE OF LAG SCROVS, INTO WOOD SHALL BE AS INDICATED IN S DRAWING
<br />In
<br />ACCORDANCE WITH ND.S, 20�a,
<br />'S ADEQUAC'� Lon I PACT AND WIND RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION I609.1,2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL ISE 5/8' 1/4� #' .0 SCREW$ USED SHALL BE I IJ2' LONC, MINIMUM
<br />=
<br />, 4TI Nm CODE AS PEA AMEETDCA4 TEST LAS OF SOUTI, FLORIDA REPQM #08 1 4,01 -01 AND 00219,02-09, AS SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO,
<br />THE AaoVr MC
<br />PER SSm IZ-99 & WEN E �30-02 STANDARDS, AND AMERICAN TESTING LAS SMITH FLORIDA REPORT #112301-ID AS PEP.
<br />I
<br />TAS-201 AND TAS-205 PROTOCCLS. AND AS PER CALCULATIONS PEWORMED IN ACCOROANC,r W/ SECTION 1604 Of THE C5) IN CA - PUT PRECAST EIIJW, OR PRIE(JIST CONCRETE PANELS. STUCCO OR WOOD SOAS S BE �OURD GIN THE EXISTING
<br />-
<br />-
<br />WAL1_ HORS SHALL BE LONG ENOUGH TO REACH �E MAIN SITHOCIURE BEHIND SUCH PANELS
<br />FLQkIGA BUILDING CODE
<br />-
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & C�4)
<br />7 At. , ALUM :Nvy EXTRUSIONS 10 BE 605,3-16 ALLOY AIND TEMPER (UNLESS OTHERNSC NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE INSIAL-1--D FOLLUMho ALI Of THE RECOMMENDATIONS AND 5PV�IFLGATIONTS Of THE ANC�40r'5 MANUFACTURER.
<br /><
<br />J A,, ALUMINUM 54FZT METAL USED AT CLOSURES SHALL PAV� 3105-H14 ALLOY 8 PANELS MAY ALSO ELI INSTALLED HOPQONTALI�� FOu.0WING INSTALLATION DETAILS SHOWN ON SEC'TION I THROUCIN 6 �SHEETS A
<br />4 ALI STEEL SHEET METAL PANELS SHALL t(AVE �TPUMRAL QUALITY VEZJL� ASIM A_0!�� GRADE 80 MINIMUM, 0-69 0'I'LIANZED ,-AqQuGH 5) EXCEPT THAT HEADRS () & @ SHALL NOT ETZ kjSCD,
<br />STEEL DMGALAIION W/Fy� 922 Fs, (AFTER ROLLED) 9 IT SHALL BE THE RESPONSIBIV�l OF THE CONTRACTOR TO VERIFY THE SOUNDNESS, OF THE STRUCTURE WHERE SHUITE� EMS TO BE
<br />CLED TO CONCRETE B � ,
<br />� ALL SCREINS TO BE STAJULESS STEEI 3,14 OR ,116 MEL SFR'ZS OR, CORROSION ASSISTANT COATED CARSON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTAC - LOCK OR WOOD F _
<br />OUJILVING111.
<br />(
<br />50015 Wi 50 A.i YIELD STRENCTH AND SO �., CENSILI STRENGTH AND SHALL COMPLY -/ FLURILM, SUILDWG (,'DOE SECTION
<br />2.1 T 3.s:4, 10 EACH REGULAR STORM PANPI WIT), tENCIITS OVER 90�. AS PER SECTIONS 1, 7, 4. 5, 6 AND ALTERNATIVES iw, 3w & 4W GN
<br />Sp.EVTS 4. 5. E. & 7 RESKCTTVELY� SHALL HALVE A LEOaLC AND READILY VWBLE MASKING G tPOSTPILICTING OWNER OR TENANT To
<br />6 BOLTN TO BE AS7M A- 30' GALVANIZED SIF L_ OR AM _-- SERIES STAINLESS 57EEL WITH 36 V.i MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICME WARNING
<br />I
<br />1,
<br />- ANCHORS 10 WALL SHALL BE AS FOLLOWS I � THE INSTAUATICIN CONTRACTOR IS TO SIEAL/cAULI,, AAj SHUTTER COMPONENT EDGES WHICH REMAIN 04 CONTINUOUS COTNIA0 WITH
<br />I
<br />THE BUILDING TO PREVENT WIND/RAIN INTRUSION
<br />(A) TD_1Ai0ftO_P1iWRM_CQKfiEM
<br />- 114-0 TAPCON ANCHORS AS K44FACTURLD By !,,T,w, OU'Lax, ITIC, Ivio o'"1j? P-0,1,) 12 STORM PANEL INSTALLATION SKULL COMPLY Wilk SPECS ININCATED IN THIS DRAPING PLUS ANY BUILDING AND ZOWN0 REGULATIONS
<br />- 1/4- 0 . 7/0' CALK-JN k4CnORS, AS MANILIFACTURLD E� LEANAIT iNC PROVIDED BY 114E JURISOIVO� WHERE PERMIT IS APPLIED TO,
<br />10
<br />- i/4'0 , 31,T' SOUO-SV ANCHORS. AS USM.W,ED BY ALI PINIP SCREW. BW, & SPECIALTY CO
<br />I ! 3 to) IAIS PRODUCT EVAUJAMON DOCUMENT IF1 o.) PREPARED BY THIS ENGINEER IS CENER.N: mr DOES Na, PR.WOf IWORMAT"
<br />i �� r3UoQ ,,.,-I
<br />, -,
<br />#14-10 PANELMATC FEMALE 10 & PANELMATE PVQS ANCHORS. AS MANUFACTURED RY FLCO CONSTRUCTION PR=M FOP A SEE SPECIFIC PRO,ECT. I I, WHERF �-f SITE Ct NOTTIONS DEVIATI, FROM THE RE O
<br />- 1/4'D ZAMAC UNLIN ANCHORS, AS MANUFACTUAVY BY DEWALT. INC I,,i CONTRACTOR TO BE RESPONS&S FOR THE SELEVION, PURCHASE AWL) INSIALLAIION IN LUDIIG UFt SAFETY OF THIS PRODUCT
<br />1) 1) ON I
<br />A UNIMUM EMBEDUENTOF TAPCON ANCHORS INTO POURED VUNC,RETE SHALL Of 1 3J4�� 2' FOR ELCO PMELMAM AND BASED ON THIS PEO, PROVIDED HE/54E DOES Hot DEVIATE FROM THE CONDIIJONS ETAILEV IH,� SocumEw
<br />� I
<br />1 1/4' FOR ZAMAC NAILIN ANCH.ORS CONSTRUCTION SAFETY AT SUE IS THE CONTRACTOR'S RESPONSIBILITY
<br />ze MIS PRODUCT EVALUATION COMMENT WILL BE COLTSTQFF"� INVALID IF MOD:FiEr,
<br />All CAUT-IN S, SOUGS11 ANCHORS, SHALL BE EMBEDDED 1111' !,,III ILI HOUR. CONCRETE 110 E.BEWEIT 1110
<br />ST'jCC0 SHAU BE PERMITTED. 1/4, o-20 SCREWS USED SHALL BE I 1/24 LONG MINIMUM SHOULD Vvcv� EYA"T, (0) SITE SPECIFIC PROUCCIS SHALL BE PREPARED ETY A FLORIDA REGISTERED ENGINEER OR ARCHITU- WHIC� MLL B[TrOw- THE
<br />I
<br />AND " MINIMUM FOR WALM W��' NO Stucco. AND MAI BE HEADED SCREWS OR ALL THREADED XREWS W/o HEAD, ENGINEER OF RECORD (E,U-R.) FOR THE PROjECT AND WHO WILL. BE RMPONSIFILE FOR THE
<br />I
<br />BUT WITHI WIND FARS PROPER USC OF THE 0 E,D ENGINEER Of RECORD. ACTING AS A DELEGAIIED ENGINEER TO THE
<br />,I
<br />P.E D ENGINEER, SHIM1, SUBMIT To tHIS LiTTEP THE SITE SPECIFIC DRAWINGS FOR FILVIE-W
<br />I A.3) IN CASE THAT, PRECAST STONE, PP.ECASI CONCAVE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE I
<br />I E105TING WALL OR ,LOOM. ANCHORS SHALL III! LOW, ENOUGH TO REACH THE MAIN STRUCTURE BEEHIND SUCH PANELS (�l MIS PE.D, SHALL BEAR. THE DATE AND OINCINAL SEAL AND SKINATURL OF THE PROFLSSiONAA I
<br />ANCHORAGE SHALL BE AS MENTIONED IN A. I) AND IN AS) ENGINEER OF RECORD THAT PREPARED r i
<br />,
<br />(ill TP-aw-INQ r_QK0ETE,*w_xAp�ASf_1=RDr 14 SHUTTER WINUFACTUPER'$ LABEL SHALL BE LOCATED ON A READILY VSMU: LOCAPOIN AT STORM
<br />�
<br />- T/4' 0 TAPCON MCHORE AS MAWJEM�,TURED BY f I W BLOWEA, INC. PANEL SHUTTER IN ACCORCANCE MTH SECTION 1709 9,2 OF FLORIDA EUtLDING coot ONE LIBEL
<br />I
<br />- 1/4' 0 . 7/8' CALA-RI-ANCHOS' 5, AS MANUFACTURIEC By QFWALT, INC, SHALL BE PLACED FOR EVERY OPLNH*C LAODUNK,', To COMPLY WITH SECTION t70991 OF THE
<br />FLORIDA BUILDING CODE
<br />- 1/4-0 X 3/4- SOLIU-SEI ANCHORS, AS DISTReUTED BY ALL POINT SCREW, BOLT & SPECIALTY 40
<br />- j 1 A- 1 0 RAFELMATE FEMALE ID AND PANEIMATE I'LUS ANCHORS, AS MANUFACTURED Rr ELCI CONSINUCTION PR%J�VO,0111T'111 .
<br />lj�4' 9 ?AMAC NATUN ANCHGI*. AS MANUFACTUREU 61 DCWALL Wk; 1�s III. /Z
<br />01) LINTMU EMBIFOWNT OF TAPCON ANCNOK o_C0 PANELMATISS AND ZAMAC MLJN ANOHCP� ,N-To THE .. .... . .......
<br />M I %�.� i �. FLORIDA BUILDING CODE (Non High Velocity Hurricona Zone)
<br />I
<br />BLOCK UNIT SHAL-1 BE I 1/4-. zz �- �
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<br />: .Zte -, - "
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<br />I 8,l) CALK- IN & SaTI-SET ANCHOR' , SHA-L BE EMBEDDED 1/8' INTO -HE CONCRM BLGCR LHUI� NO - D13910%,44 67 - = ZA GAGE GALVANIZED STEEL STORM PANEL PRIAN A,
<br />I
<br />STUCCO SHAU 51 FERMLFItrl ,/4" *20 SCREWS USED 5H,14.1- BE � 1/2' _-GNG MINIMtw 13�001_1, -, 0 Exist, * �_ I - - -
<br />"� . �:�_ �__ PROTECTION PRODUCTS, U,C. """
<br />z - -� , G
<br />I Avo I* MINIMUM FOR WALLS WITH NO STUCCG_ tj% STATE 11LIECO..,
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<br />, o � ,� f �_m AMID— 11 1�1`07 _�__
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<br />8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANLIS. STUCCO OR WOQC� 80 * � __
<br />C ED 'IN _'� "_i3 — - '
<br />, _ *11-at- = .I. , -1 - .
<br />,
<br />STRUCTURE =1_11 PAN , " , 20-175
<br />EXISTING WALL ANCHORS SHALL- BE LONG ENOUGH TO REACH IH`F MAIN , �,��l - -� - _j" - Dj.._,
<br />ANCHORAGE S6iAAL BE AS IN 8 !) IN B.2) "i S/` ., 1-1= - �_ I
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<br />IN$TALLATION QUAILS EQQR REGLAAR PA
<br />INNIQ PUREP CONCREJE OR ONCRETE-MCK 5TRUCIURES
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<br />aSPHO POURED CONCRETE
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<br />__ -&70 CONCRETE ANCHORS ARE USED.
<br />ANCHORS BLOCK ROOLRAVD, STAGGERED W/ STUIS
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON
<br />'THROUGH
<br />SHIM 9 10) SHrm 9 THROUGH 10)
<br />SiME1 INQ WALL MOU MOUNI
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<br />1 . 0, 44167 " 1 24 GAGE GALVANIZED STEEL STORM PANEL [MARK Ilp�
<br />RQTL�JE9Rmm%NA1[M_Qf =*i * .1 * 1 __ ___ ___ - - -
<br />E,D, - EDGE DISTANCE _5r.� z - _� TION PRODUCTS, LLC . ..... '
<br />\ GLOBAL PROTEC
<br />`7 AMC
<br />� -15% 5TATE O� �4r'!r -_=t-'_--��_ INC
<br />- �� - TILMI` a COMPANY 400D S* 51 5TMI
<br />(SEE SCHEDULE ON TOP & aorTom MOUNTINGS CAN BE '- �_ �' 'tOR10' j _.� -
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