|
--- .--- - (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)-.-----.--_
<br />3• MAX. 3�1t7. 4A/'17, WIll. 3#/17, 40/17. 1I9/t4
<br />1' MIN, BNY/.9, 7AW/14 a "W/iD �eeW/19, 7901/19 It WN/W
<br />0 0 o f a 0
<br />MAX
<br />PANEL LENGTH
<br />(SEE SCHEDULE)
<br />D.M..g
<br />'.-Ieq NA A LEFT a nos
<br />&.AT 4A/17. SA/1B, 3B/1T. 4e/17, 51/ie. 3• #NAXi
<br />• MINHAIR/19 7AW/19 t BAw/20 J'. Z/111. %1-7i. ! BBW/20 1' MIN.;
<br />n ^..ORS SEE SECTIONS ON 7 _�. _�_ ( SHEETS 1 45. 79 & YO)
<br />QEIION #2 FOR LIFE SAFETY STORM PANEL. a ELEVATION
<br />SCALE S/18".T' t/a- EYX NAP
<br />SECTION A -A
<br />SCALE 3/Ir-I-
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />DESIGN PRESSURE
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.s.T.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72.0
<br />B.-B.
<br />2 3/4'
<br />UNBOLTED
<br />INUALLATION DEJAILS FOR QPI10N #2 EQR JJEE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED ON HEIE OR CONQUIE BLOCK g CT RES
<br />_ 14' WCON ,WCHI IRS �4" TAPCON ANCNO 1l4• TAPCON ANCHORS Via• TAPCON SOCKS
<br />O.C. O 9' S` aG. f O 91 D.C.
<br />CONCRETE { \ P CON:J7
<br />POf 1Ij pq)REp \
<br />BtO3( REQUIrET1 , aLaCA( REIXt{p,ptx.. 1 BK \.
<br />' 1/4- 1/4' { 11/4•Max. MwtNr»xI Max.
<br />.. DO 1 S
<br />tr. 9WIYtl9xm 1 ' i � ,xnesp�WN�m¢+m ( I' w.pur�wwywy m t � f i r. m ` i
<br />ett941 lq { i Y ELVES Iq ' � III nen• rU ' , � f snt6r 1q
<br /># GLISTT
<br />EXSnN�I,y r i.
<br />GLASS , I GLASS L .� ., � .. �S I ' GLASS
<br />HUT
<br />WARAUIO
<br />Z: I
<br />i 7il
<br />r!
<br />{`t _E.
<br />)--( 1/2' - r ( 114h-2-/4'SS. M.S. W1 � 11r - � 1/4'M26xS14'S.S. M,S W/I li B2x1 O'K.` tIUT NRFSFiER 1 ('- `-"f/1"ix1/3?" 99HNUTWASHER
<br />' L�x3/32.1�= wa 7 ro a 3132' WIND
<br />O 12 I/r O.C, ( Net. U7 WASHER ftNoNoi ( _,
<br />t 4 TAPCON ANCHORS I 1 4 TAPCON ANCH(RS 14 f/4'r TAPCON CIS 1 ,' 7� ON
<br /># 1 f2" n.Q.. i �� 4 1/2' ac. "S ttt
<br />(STAGGERED W/ ST(m) ! (STAGGERED W/ SM) O 4 1/2' QD,
<br />RED CONCRETE �.,2,OURED CONCRETE .._„€Of9i07 CO/K:RETE
<br />OR C TE BLOCK '^ R CONCRETE BLOCK IRCO EfE BLOCK - CONCRETE CONCRETEc
<br />REOUvwD REQUIRED ED
<br />WALL MOUNnNG WITAUAM WAi! MOUNTING INSTALLATION ATION WALL liajjw jNG INSTALLATION
<br />;iEC1iNaiA
<br />REGU PANEL 9 LIFE 0N 3B PANEL REGUPANEL
<br />SCALE 3/r-l* SCALE 3/B"-1" SCALE 3/6--1` SCALE 31e. t"
<br />,14'.
<br />SEE III I S •� H.1 ANCHORS TYPE # ARItlIDR IYlE u1HIN IN/
<br />spALro+G FOR .aTMLATora ARo WOW "'COIN a+"g A Til1�j"n
<br />MAW at%". MB. Aomw HAale 9x) 3 R
<br />� •..
<br />MINIMUM ANCiMR SPKNnS AND MINS" ' • ;aQ
<br />EDGE DISTANCE ARE INDOX1ED 0 n6 'A.ceicAMar o.A.r ': a F
<br />SCHICha BUR Ea Less It" IIAIGIn, DN R.xei.t pYy„y Baia DN ] .l(ENS FLORIDA BUILDING CODE HI h Vel - Nurricana Zone
<br />SCHEDULE REDUCE ANCHOR SPACRO BY - AJ j - • ; .� OSDZb nlew. 4NG.
<br />SMULTOLYING OWING FACTORS. 0D9E FWo1DR 1JO• : * c 20 GAGE GALVANIZED STEEL STORM PANEL
<br />CPERATGN TO BE POSSOLL REDUCED,
<br />SFACM DBrMNED USING FACTOR 56LYN HOT $ , � GLOBAL PROTECTION PRO osy/aaao
<br />___�.AM
<br />c� c .._.
<br />FFOOR EACH MOM MINIMUM UMS THAN ON sm1EDUILE xf 1.m 7✓� Q ,�, M o iMCC A S.W. EST/ DUCrT.ftc LLC. p
<br />3 Ln. - ' �n " '� ``P mart. n. a am w..A awmz n. nsr PNaB: (n9+kMff
<br />-Ts/D. nw: M4)e0-ei97 20-176
<br />SWAT A HW «n-,laa. M:aaIJ M,.•,.n -. .w -.1 1111- DRwWr. Hrc
<br />NSW WN.ftRA. TRtRs .. P.E ,ra - MET 17 OF t4
<br />INSTALLATION DETAILS
<br />INTO EXISTING
<br />Ile TAPCON NYCHM
<br />FOR
<br />POURED
<br />OPTION #2 FOR LIFE SAFETY
<br />CONCRETE OR CONCRETE
<br />STORM PANEL
<br />BLOCK STRUCTURES
<br />144' TAPCON AH[7i0R5
<br />5YSTEM
<br />0,0O.C.
<br />-
<br />O a O.C.
<br />POUREDOR CRETE BLOCK'?
<br />ORORUCONC21kT ewl ; \.
<br />RECUIRED : �-[1
<br />REQUIRED{�1
<br />1/4'
<br />II
<br />Max.
<br />I ED.i �
<br />E.
<br />1 I
<br />yQt,•
<br />� Aw aRwr� ro ;
<br />f W.. >wxcaax W
<br />f ;
<br />A
<br />'
<br />1 '
<br />�
<br />EKitRRIO,N
<br />� y
<br />Gi
<br />,.t gg
<br />i
<br />t. l /14-r0Y PAWLMATE PLMS W//
<br />- i/5ro 3/32' WIND NUT WASHER
<br />,-+-pp14-10.4 PAIM-MATE PLUS W/
<br />i1B
<br />x
<br />o B 1/4. O.C.
<br />t x Aar WIND MIT WASIOA
<br />{BEYOND)
<br />K1
<br />�OR C'OMCRETE
<br />f..- � � `K
<br />BLOCB
<br />WOUIRED
<br />WALL MOUNTING, iNY "LAM
<br />CONS
<br />REQUIRED
<br />WALL I�JSTALLATION
<br />SECTNN! SA
<br />QRE{�15RPANt
<br />SCALE 3/6•.1'
<br />a `� �A� T►M p„- quit 3f8'.t•
<br />y
<br />yTt
<br />;`St'`VCENSE/r4/yp4
<br />BURAM
<br />ND.4416T 3
<br />e
<br />FLORIDA BUILDING CODE ( h VelocityHurFicons Zons
<br />*: =
<br />a
<br />m �a to
<br />RATE ?�
<br />ORt
<br />.11061111"
<br />2(7 GAGE GALVANIZED STEM STORY PANEL l x:
<br />GLOBAL PROTECTION PRODUCTS. I.I.C.mne/a4a9
<br />�i ME C o °q`
<br />n.,,,sNAI E
<br />e,E e.
<br />S.W.ASCII s] s1 T
<br />nt11/N
<br />AP. 9NA.4. M iVA.sY.6 iiNl.
<br />Y DAME, n- 333T4
<br />ff,aE+(931W.9-75N1. KW: 1454IAlB^Ari7 20-176
<br />tnw, aN) q,-la1E.IL r (1Wj Ill-,Nf
<br />nPw Wa OMirila, N.
<br />PE. 9FAt/90NAfUFZ/DATE
<br />tA-OODNf9
<br />UYLTiyt A iluP ,b, PAC
<br />w rrt
<br />Af. ]x. A'
<br />.Hen fe tr 9e
<br />SEE elI2T 19 a ap � ANfar9Aa• TYPE a
<br />AIRt10R 1Yft
<br />1h"t
<br />rhh
<br />LtFCai
<br />SPACING FOR INSTALLATMIB MRO WOOA
<br />'•,• AKaICR >PARIo at1
<br />1
<br />E
<br />FIRMS
<br />M�ILM SRFatXeS AND 4�NlM
<br />EDGED
<br />N
<br />N
<br />L
<br />Cn
<br />-Cu
<br />�.
<br />U
<br />0
<br />N
<br />N
<br />Q
<br />Q.
<br />O
<br />M
<br />-a
<br />CL
<br />�.}�
<br />(�
<br />O
<br />O
<br />O
<br />O
<br />W
<br />r0CU
<br />�
<br />`v
<br />LLCU
<br />O
<br />."
<br />Cn
<br />v
<br />CIO
<br />N
<br />O
<br />Q
<br />I-
<br />(,�
<br />.Q
<br />0
<br />._
<br />/mu
<br />V)
<br />Q
<br />Q
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL S TE_M INSTALLATION QUAILS FOR OPT10 i 2 FOR UEE SAFETY ST Rf,} M PANEL SYSTEM DENEIRAL NOTES; VALID ROM sTEtau PANEL sys'TEN
<br />INTO EXISTING WOOD STRUOURES INTO EXISTING WOOD STRUCTURES 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE IO A, PANELMATE PLUS INTO CONCRETE
<br />1.. E-2 RANG STORM PANEL SHOWN 4N THIS PRODUCT EVALUATION A)OC,JMENi (P.E-D.) HAS BEEN VERIFIED FOR COMPLIANCE M
<br />..-....._,RA,.�-T b R , _ .. ,• ' ' _ p ACCORDANCE WrTH THE 2020 (An EDTn ) OF THE FLORIDA BUILDING CODE BLOCK S4iAi.4 8E 1 tf4".
<br />' :.< i�- .,. ) "-'' { ' (( "- DESIGN WIND LOADS SHALL BE DETERNtNEa AS -PER S£CRON 1620 OF THE ABOVE MENTIONED CODE. 01) MINIIUlA EMBE(RNENT OF i/4•e X 7f8" CALK -IA ANCHORS 51}A(L � Is 7/B" INTO GONCRfTE. 4r'�
<br />i Ii 4F x`, FOR A WINO SPEED AS RETAJ RED Dr THE JtIRSO OTWli WHERE 1HESE SHUTTERS WILL BE INSTAL EO ANC NO EMBEDMENT INTO AFSY FINISH MATERIAL SHALL BE PERMITTED.
<br />R IMAGE" �q� � � ;>< � � FOR A DIRECRDNAUTI' FACTOR NE-O.B5. kfSRA"r ASCE T»14 ANO $kU41. NOT IXdEE6 THE MAIifMUM (A5.0.) 1/4' e-20 SS SMALK BOLTS USED SHALL BE LONG ENGUGH(SHOULD ANY FINISH MATERIAL 'EXIST) TO +� q
<br />` `R`- DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 25. ,
<br />-..) 1/4-0 TAM" O 8" O.C. 1 4't TAPCON a B' D.C. ENGAGE 314• INTO ANCHORS.
<br />x: T ah TAPCON O 1 4'R TAPCON • B' 4.C. 1J4"r TAPLXIN a B" O.C. q.i,. 1/4'r 7APCON • e' O.C. ft 1/2" MM. THREADED 2t �\�
<br />, { 1 r ' MM. THREADED IN ORDER TO VERIFY THE ABOVE CONDMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER Asce 7-16 � .-•
<br />,/2' Yti. 1IIAEADE6 /1 1/2' WN. TFNREAceA ."`-'W/1 flZ' IaPt. it&tEADEO f j .:: 'iNft 1/a" MM: THREADED PET&71M.TWN AT WOOD y P�'T10H AT WOOD SHALL BE FIRST REDUCED TO A.SD. 0E5R7i WIND, L0A65 BY MULTIPLYING ?HEM BY O.8 M ORDER TO B.3) M CASE THAT PRECAST STONE, OR PRECAST CONCRETE RAVELS BE FiXtNO CI4 THE EXISTING WALL. ro
<br />PLHEIRATIaN T1 WO06 j a4/TIETWnoN AT WOOD ;+ PtTNL7WA7K7N AT WOW ,. PENETI+AnON AT WYXOD // HEADER FIELDER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SilALE. DE LD153 ENOUGH TO AEACH TALE MAIN STRUCF1kRE BERM® SUCH PANELS. ANCHORAGE lAJ
<br />HIADIAI� H tr HEADERLAW # °. #d I D SWILL BE AS. MENTIONED IN &I) AND IN 8.2).
<br />F \Y( e .
<br />,j 1 . , �y! ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER A 337E INCREASE O
<br />f` tfa' : 3wr`; t/2• k> 1f4' j` i Y 1/2' 1Ja' IN ALLOWABLE STRESS FOR WIN) LOADS WAS. XM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD TINS BEEN t�
<br />1� I1f4' R /z 1�. 1/4 1/,' I 11 N
<br />+, f i DETERMINED IN ACCORDANCE WITH N.D.S. 20I5. (C) ANCHORS SHALL. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAT04S MO SPECIFICATIONS OF THE ANCHOR'S � V
<br />- 2 r s T 1 �` ,• �2' M fT �4 1 q woo0 HEACETR f / I' '' II WOOD HEADQi N ' 1 STORM PANEL'S AD€dLUCY vDR ILM+ACT AHO FATKa`UE f@SISTANDE N45 BEEN VERIFIED M M:CORDAAE WTfH SECTION 15z8 OF MANDFACnIRE#. - LL x
<br />Nya ) � ' : 1 REOU72ED- I '' ; REOLNREp-"" - / '' 1 { 7Hf A00VE MENTIONED CODE AS PER FENE'SiRAiiORJ TESTING LABORATORY. INC, REPORT j 2032, AS PROTOCOLS TAS-201. it. IT SHALL 8E THE RESPOND@RTTY OF THE CONTRACTOR TO PETRIFY Th1E Sdt7TJDNE55 OF THE STRUCTURE WHERE SHUTTER
<br />TAS-282 AND TAS-203. - 15 TO 9E ATTACIiEO TO INSURE PROPER ANCHORAGE. THIS 55(IRTER SiLU,L ONLY 9E ATTACHED TO CONCliETE, 9LOCR Q i"
<br />i I -j °_ 1 Nt• , _ - i CONT. I j _ - I i 2. THIS SYSTEM TINS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME 9UBDitiGS. W C
<br />t ' i ,r�� • " ' " } INSIDE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO TIE PERFORMED
<br />FROM THE INSIDE OF STRUCTURE. 12. THE INSTALLATION WITH
<br />CONILDING T IS I CIR WINLLK ALL SHNTER COMPONENT EDGES w*KOHrrm TwoI M CONTINUOUS
<br />F `aC
<br />� t>�>Pit}i?} i i ' �S ! i � � ArA,. 9FPNAIFN ; { CONTACT- w1111 THE BUILDING id RR£VEti{ WINO/RAH INiRUSXAi. CAULx AND xrAt. SHUTTER TRACKS ALL AROUND FULL �S L y
<br />1 1` Mm:. 1ZU53 - sa*mua" , I m 01a 1O am , ; I 3. SERIES
<br />IDDO IED FROM THE IS APPLICABLE
<br />TO SINGLE AND MOLE HUNG STYLE WINDOWS WHEN INSTALLATION 1S REQUIRED TO BE
<br />,
<br />r , PANEL LENGRI ' ' �'L Max' _ { ; { _ BHT is) { 13. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />I SEE IM7E , 11ELDW) I i' Elmo : ; PANEL IENGi11 ite sit ,q { UTlSiRNq tIF >tiQT ,e) " 1 d
<br />1 PANEL LENCIiN : , (SEE NOTE I BtT.OWj I-- { { REGULATIONS PRM'IDED BY THE JUfUSON:t10N WHERE PERMIT S APPLIED TO.
<br />AAb. xPARAtux , , PANEL LENGTH t� SkTO QI.Aw Wf ; .. 4. SERIES 2QW I45TAtlATON TS APPLICABLE TO SINGLE AND DOUBLE FWMG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN �' L
<br />SEE E70StiI/D ta'"��"� t i
<br />_ to o,,ms ; _.__.__..� _ (SEE NOIEI 1 BELOW) i i ! -�__ ^.- :..-. ( N ItW) I PANEL LENGTl4 """' I PANEL LENGTH INSTALLATION 5 REOU4RED TO PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM MANOONiS AND DES. M. E - Z HANG STORM PANEL SYSTH:P^ 14 PYITENF pENOaJD. 3
<br />GtAiS ,q N 1 1/4'9-?Wi'„ I 61 S7
<br />ON ow ' + OA SLEET it) p r (SEE NOTE 1 SIN SreAT ta) t , f4'A-'„I' Ew , BELOW) 1 f4"r2oxt• I (SET' NOTE 1 BELOW) G.1 Oa
<br />( S.S. U.S.. S.S. M.S. s 1 & ALL ALUMINUM EXTRUSIONS TO BE 5063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT P.EA.) PREPARED BY THIS ENGINEER IS GENERIC AYD DOES NOT PROVIDE C
<br />! , 7/Flro x 3/32" { ' I 7 t x 3/ \ { i • gLASS j S.S. M.S. W/�
<br />{lil
<br />" i INFORMATION FOR A SITE SPECIFIC CT: i.e. WHERE THE SITE CONDITIONS DEARATE FROM THE P.EO. _
<br />m a ,,;. , MNO NUi ' li^ ; `__-='-.� _:__•�... i IV.ur N1NF i 8.
<br />WI�9W1iNUF � ALL. ALUMINUM 5FIEEi METAL USED AT CLOSURES SHALL HAVE 31g5^H74 ALLOY.
<br />*A I f 7. ALL STEEL. SHEET METAL PANELS SCULL fWVE SMUCTURAL OVAL17Y STEEL. ASTM A-.653 GRADE SO Min, GALVANIZED STEEL INS PAOMXY BASED (NT THIS P.E.D- PROVIDED HE/SHE: DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON Q"
<br />Ittf46rOT wAI ON r .._, 1�-.__ _........ _, DESIGNATION W/Fy. SB:S wP :(AFTER AOLT.E�DJ. - THIS DOCUMENT. COM,"f�UCT1ON SAFETY AT SITE +s THE CONTRACYOR's `RESPDN568IUS'Y. C
<br />IE-._..._. + ItlN, THREADED 1 l L)
<br />( PENETRARON AT & ALL SCREWS TO K STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (o) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IWAUD I MODIFY. V
<br />MIaMD61 OF PLATE `i t ----. N { SOOTS W/ 50 Wt YIELD STRENGTH AND 90 IW TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. >✓
<br />� I + (d) SITE $PECBIC F'ROJECT5 SHALL � PREPARED 51' A FLORIDA REGISTERED .ENGINEER ('S ARCHITECT WHICH WILL
<br />w
<br />a , 1 I j 9. HILTS TO ICE ASIM A-3(t7 ALVANFIFA STEEL. OR A Si 304 SEIRIES STAINLESS STEEL. WITH SB k9i MINIMUM YIELD STRENGTHi. BECOME THE Etk.TNEER OF R bRO (E.D.R.) FOR THE PROJECT AND WINO WILL BE RESPONSIBLE FOR THE PROPER
<br />{jF
<br />t• "'"" ; i Y i S. USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SFMLL
<br />I I 1
<br />{ 10. ANCHORS TD WAu SHIN. BE AS FOLLOWS: sUBM1R 70 THIS LATTER THE SITE SPECIFIC
<br />DRAWINGS FOR REVIEW.
<br />{{-- R i (A) TO Fx"cTlNre Po'aFo CYYn-tart. (A) THIS P.E.D. SHILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />_L---+ - 1/4"0 TMCON ANCHORS AS MANUFACTURED BY LT.W. BUILDDI. MC. (MIN. C-3192 p-L) RECORD THAT PREPARED Ir.
<br />1/4h-2a:3/4'S.S. MIS. W/ ' i FA ' 1/4^ t K 7fe" CALK -IN ANCHOfr. AS MANUFACTURED BY OEWALT INC. (MIN. rc> aoW P..J.)
<br />I I CONT.�• i_7 •rx]/]2' RRAYt Nllf 3 ,/4h-20x3�4SS MS. Wf i i i IS- STORM PANEL MANUFACTURER'S LABEL SIW1 BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />7 if , 3/32' MNG 7/B'rx]/Sa WMq NUT ; - i14-10 RANELMATE FEMALE HI & PANEI.MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRt1CTi0N PRt1DUCT5.
<br />(Z/rt x 3/JY WHIO Ntn I 1 Ir I., [j .-_ I + ACCORDANCE WITH Y WITH SECTION
<br />3 OF FLORIDA OF HE FLORIDACODE. ONE LABEL SHALL BE PLACED FOR iYERY OPENING.
<br />1 j IR '' ir,WISR f ,2 1/2' O.C. 1 - It N NUT WASHER DT411kA) ' I 14 .t ,Ri erASNER O /2 1/r 0.0 () (rW390 P.&i.) TABEITTY6 TO COMPLY WITH SECTION 1709.9.2 of T1# FLODUROftIi CODE.
<br />1 4ro tAPCON e I o.C. f i ' ( `! i 1 4'r tAlOaN O t• D.0 j i . I.} t 4"r TAPWH a 6' D.O. \ ;
<br />I I- ' '* TAPD N IT- - I ? I 1 1/ Y 4N. ikPEAOFD t - {�7/ay x a132" WIND NUT �i t i (7 r . 3/32' WING NUT
<br />&1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2• FOR PANELMATE
<br />1 ` [ - i i I Pi3KT VOa AT I ___ H t ( rx4' Wo00 PP It { I WASHER O 5 1 2•x4• WOOD iE 1 - lye' FEMALE ro & PANELMATE PLUS.
<br />w/1 1 AqN. iNREADEO i f, , 1 2 MM, 7lWEV EO ✓ { . I ( i I OF vuTE 1 w REQU FEC /4' OA, p 0 WASHER • (tAYaN(1)/2 W,y// // �1
<br />PENEIILATNN AT YW1Y107)1 PENETRAIMI/ AT ItlOWMTH , I . WOOD PA , ,µ' WOW PLATE t o t '( jf- 11 A2) MINIMUM EMBEDMENT OF 1/4•0 X 7/e' CALK -IN ANCHORS SHALL tS IS 7/8' INTO CONCRETE. NO EMBEDMENT INTO
<br />I OF PLATE i OF PLATE i j14-f0 PANELMATE N I j14-Io PANf1AN7E P ` a , R 1 p ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />12'4 WOW PLATE L..._� _ ��_ J wo00 PLATE 1 O 8 1/4' O.C. W/1 7 N! y F I� q 5 tf4. O.C. W/1 7 j7 .
<br />tWOIJIRED REQAIIIISC PEN47RA E s t ! PENEIWA7roN 1 t + t ] 1/4' 6-20 55 SIDEWALK BOLTS USED SHALL. i LONG ENOUGH(SNOULD ANY RNSN MATfftlil. EXIST) TO ENGAGE 3/4°
<br />MM. THREADED TION 1 , 1 . t MIN. TNR£AOEO I 1 } i INNf
<br />WALL MOUNTING INSTALLATION - AT MIDWIDTH OF PLANE F, ; .,, AT MICMOTH OF PLATE i (; INTO ANCHORS.
<br />SCALE 3/r.1" A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR 1 tv" •. 2
<br />a REc l BCWt 3/B".1" LUAU �o•�rti.:4LwJl WALL II�QUJ'i o INSTALLATION FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHA1
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