SPLIT FACE 4 DRESSED SPLIT FACE 5 ROCK FACE 6 KASOTA RUBBLE 7 SAWN ASHLAR 8
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- Basil Holt
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2 QUARRY LEDGES 1 CUTTNG DAGRAM 2 STANDARD FNSHES 3 PRODUCT DESCRPTONS SPLT FACE 4 DRESSED SPLT FACE 5 ROCK FACE 6 KASOTA RUBBLE 7 SAWN ASHLAR 8 SPLT FACE PATTERNS 9-12 PECE NUMBERNG STANDARD SECTONS ANCHORNG STANDARD ANCHORNG CHANNEL SLOT AND DOVE TAL ANCHORNG 23 PRECAST ANCHORNG RELEF ANGLE ANCHORNG EPOXED KEEPER ANCHORNG 32 CORNER DETALS SLLS/ WATER TABLE SLL TYPES COPNG STANDARD DRP SLOTNG 38 SLL ANCHORNG 39 WATER TABLE ANCHORNG 40 COPNG TYPES 41 COPNG ANCHORNG 42 MSCELLANEOUS DETALNG SOFFT / CELNG ANCHORNG 43 COLUMN WRAP 44 RADAL FACED STONE 45 STAR DETALNG COUNTERTOP DETALNG 49 PAVER DETALNG DRY STACKED RETANNG WALL 52 LOMBARDA THN STONE DESCRPTONS 53 NSTALLATON - FRAMED EXTEROR WALL 54 NSTALLATON - EXTEROR CONCRETE/C.M.U. WALL 55 NSTALLATON - FRAMED NTEROR WALL 56 ANCHOR LBRARY PECE SZE LMTATONS THE DETALS FOUND N THS SUPPLEMENT ARE FOR THE USE N DEVELOPNG DESGN DRAWNGS AND ARE NOT NTENDED FOR WORKNG DRAWNGS. T S SUGGESTED THAT A PROFESSONAL ENGNEER REVEW AND APPROVE ALL ANCHORNG SYSTEMS PROR TO NSTALLATON TABLE OF CONTENTS
3 MKS V QUARRY MKS ll QUARRY JEFFERSON QUARRY QUARRY LEDGES CURRENT LEDGE HEGHT MAY VARY PER QUARRY LOCATONS AND STONE COLOR *CONTACT OFFCES FOR CURRENT QUARRY CONDTONS TYPCAL QUARRY LEDGES 1
4 FLEUR CUT STONE S CUT WTH THE SEDMENTARY BED FLEUR CUT VENE CUT STONE S CUT ACROSS THE BEDS AND EXPOSES THE SEDMENTARY LAYERS VENE CUT TYPCAL CUTTNG DAGRAM 2
5 Split face: Produced by sawing top and bottom beds to a desired height, then splitting the slab with a hydraulic press. *Refer to sheets 4, 8-11 for further information Dressed Split face: A splitface product that, after using a hydraulic press to create a natural break, is then hand pitched back to horizontal bed depths. *Refer to sheet 5 for further information Rock face: Similar look to Splitface but created without a press. The face is hand pitched to the bed depth line, producing a bold and somewhat rounded (pillowed) shape with rough cleft-like textured appearance. Chisel marks are evident. *Refer to sheet 6 for further information Natural Strata*: This finish represents a blocks natural face as quarried. Typically the top face, a slab can vary in thickness up to 5". *Contact MKS offices for current limitations Sawn: A smooth texture with marks produced from the saw blade teeth with varying results such as: Wire Sawn/ Gang Sawn: Fine saw marks in a straight line pattern Block Sawn: Fine saw marks in a criss crossing pattern *Refer to sheet 12 for Sawn Ashlar products 24 Grit Sawn: A smooth texture using a 24-grit grinding block. This finish minimuzes the saw marks created by the Sawn Finishes above. Machine Smooth: A smooth finish using a 60-grit grinding block producing a dull, non-reflective appearance with fine swirl marks on the face. Honed: A very fine smooth non-reflective finish produced with 120 grit sanding blocks and no visible machine marks. Polished*: The finest and smoothest finish available produced using incremental sanding blocks until a final wetsand of 3000 grit. This finish has a slightly reflective surface. * Not recommended for exterior use. Tapestry: A sandblasted finish to a smooth surface, producing a softer textured look. This finish exposes the natural variations in the stone. Bush Hammer: Created by special tooling - a grid of conical points at the end of a large metal slug. With repeated impact of these points, a flat but rough, pockmarked texture is created. **Contact offices for custom finishes or to match existing conditions STANDARD FNSHES 3
6 SPLT FACE SPLT FACE STONE S PRODUCED BY SAWNG TOP AND BOTTOM BEDS TO A DESRED HEGHT (+/-1/g"), THEN PLACNG THE SLAB N A HYDRAULC PRESS. THE HYDRAULC PRESS HAS UPPER AND LOWER TEETH MOUNTED N A STRAGHT ROW ON JAWS ONE ABOVE THE OTHER. AS PRESSURE S APPLED, THE STONE WLL SEPERATE FROM THE SLAB AT T'S WEAKEST PONTS THUS PRODUCNG A NATURALLY ROUGH SURFACE. THE BREAK PRODUCES A SLGHT CONCAVE OR CONVEX SHAPE. STANDARD SPLT FACE: SPLT FRONT & BACK, SAWN TOP, BOTTOM AND MOST ENDS LENGTH RANGE: 6" TO 40" MAXMUM HEGHTS: UP TO NOMNAL 12" TOLERANCES: HEGHT: +/-1/g" WDTH: +/- 1" CUT-TO-LENGTH SPLT FACE: CUT-TO-LENGTH: (40" MAXMUM) HEGHTS: UP TO NOMNAL 12" TOLERANCES: HEGHT: +/-1/g" WDTH: +/- 1" LENGTH: +/-1/g" SAWN BACK SPLT FACE: LENGTH RANGE: 6" TO 40" MAXMUM HEGHTS: UP TO NOMNAL 12" TOLERANCES: HEGHT: +/-1/g" WDTH: +/-½" SPLT FRONT & BACK, SAWN TOP, BOTTOM AND ENDS SPLT FRONT, SAWN TOP, BOTTOM, BACK AND MOST ENDS OVER-SZED SPLT FACE: LENGTH RANGE: 6" TO 40" MAXMUM HEGHTS: UP TO NOMNAL 24" TOLERANCES: HEGHT: +/-1/g" WDTH: +/- l" SPLT FRONT, SAWN TOP, BOTTOM, BACK AND MOST ENDS PERSPECTVE OVER-SZED/CUT-TO-LENGTH SPLT FACE: CUT-TO-LENGTH: 40" MAXMUM HEGHTS: UP TO NOMNAL 24" TOLERANCES: HEGHT: +/-1/g" WDTH: +/- 1" LENGTH: +/-1/g" SPLT FRONT, SAWN TOP, BOTTOM, BACK AND ENDS -,_5_ 'l" Cl LU u::: u LU c.. V) SECTON DESCRPTON OF SPLT FACE 4
7 DRESSED SPLT FACE SMLAR TO SAWN BACK/CUT-TO-LENGTH SPLT FACE, PECES ARE MECHANCALLY SPLT SLGHTLY WDER THAN REQURED BED DEPTH. AFTER THE MECHANCAL SPLT THE PECES ARE HAND DRESSED ON ALL EDGES TO SPECFED THCKNESS THUS PRODUCNG A ROUGH CONVEX SURFACE WTH SHARP CORNERS AND A SLGHT RUSTCATON AT THE EDGES WHERE THE CHSEL S USED. *CHSEL MARKS MAY BE EVDENT ON THE FACE OF THS PRODUCT TOLERANCES: HEGHT: +/-½" WDTH: +/-¼" AT BED DEPTH VARES 1-'f 0 w U::: 0 w c.. V) SECTON PERSPECTVE DESCRPTON OF DRESSED SPLT FACE 5
8 ROCK FACE ROCK FACE FNSH S PRODUCED BY CUTTNG THE PECES OVERSZED WTH A FACNG ALLOWANCE FOR EXPOSED FNSHED SURFACE (FACNG ALLOWANCE VARES WTH THE HEGHT OF STONE). THE ROCK FACE FNSH S PRODUCED BY HAND WTH A HAMMER AND CHSEL OR PTCHNG TOOL; RESULTNG N A BOLD APPEARANCE OF ROUGH CONVEX BLOCK SURFACES WTH SHARP CORNERS AND A SLGHT RUSTCATON AT THE EDGES WHERE THE CHSEL S USED. *CHSEL MARKS MAY BE EVDENT ON THE FACE OF THS PRODUCT TOLERANCES: HEGHT: +/-½" WDTH: +/-½" AT BED DEPTH LENGTH:+/-½" 3,211 +in 8 -s VARES RELATVE TO HEGHT.=i+f Cl w U::: ij w c.. V) SECTON PERSPECTVE DESCRPTON OF ROCK FACE 6
9 KASOTA RUBBLE KASOTA RUBBLE S PRODUCED BY SPLTTNG A DOUBLE BED DEPTH SLAB (8") TO THE COURSE HEGHT, THEN ROTATNG THE PECE 90 AND SPLTTNG TO BED DEPTH (4".) THE RESULT S AN RREGULAR SHAPED PECE BROKEN ON THREE TO FVE SDES WTH A SAWN BACK. COURSE HEGHTS ARE A MXTURE OF 20% 2"-5", SO% S"-8", AND 30% 8"-11". LENGTHS ARE RANDOM FROM 6" TO 30". 1. BLOCK S CUT NTO 8" SLABS 2. 8" SLABS ARE THEN CUT NTO STRPS 24" TO 40" WDE 3. THE STRPS ARE THEN MECHANCALLY SPLT USNG A HYDRAULC PRESS NTO LENGTHS OF 2" TO 11" (RESULTNG N PECES 8" HGH X 24"-40" LONG X 2"-11" WDE) t SAWN BACK 4. PECES ARE THEN ROTATED 90 AND MECHANCALLY SPLT AT 4" BED DEPTH. AFTER THE SECOND SPLT, PECES END UP WTH 3 TO 5 ROUGH SDES AND A SAWN BACK DESCRPTON OF KASOTA RUBBLE 7
10 . ::!!:::=::;_;;= 1 =====::::::: =:;;::::::::::::::::; ::: 1.= 1 = =.... J:=,:::::.=======ll... "VE. N i:====:;:::::::;:::::!.===1. o:,... ] :====... REGULAR MX SAWN ASHLAR. :.. : r =... n....,. HEGHT MX: 15%- 21/g" 50%-4½" 35%-7½" LENGTHS AS NOTED BELOW.... o... :..... VEN : "' N 9 0 N w w... l!l z <: LL w ::::; w c,:: COURSED SAWN ASHLAR HEGHTS AS REQURED UP TO NOMNAL 12" LENGTHS AS NOTED BELOW SAWN ASHLAR SAWN ASHLAR S A SMOOTH PRODUCT SMLAR TO SPLT FACE. VENE FACE WTH A SAWN FNSH FRONT, BACK, TOP, BOTOM AND MAJORTY OF ENDS. FABRCATED N LENGTHS OF 25% 6"-24", 50% 24"-30", AND 25% 30"-36". MAXMUM HEGHT OF NOMNAL 12". NOTES:......,._ '"...,,... :. ' PATERN SHOWN S FOR NFORMATON ONLY, FNAL SETNG PATERN DETERMNED ON STE BY SETER 2. FELD TRMMNG, PREPARATON FOR ANGLE CHECKS, ANCHOR HOLES AND FNSHED ENDS DONE ON STE BY SETER 3. SAWN ASHLAR PRODUCTS WLL NOT BE SHOWN ON SHOP DRAWNGS 4. SAWN ASHLAR PRODUCTS ARE NSTALLED USNG MASONRY TES AND TECHNQUES ASSOCATED WTH TRADTONAL BRCK LAYNG DESCRPTON OF SAWN ASHLAR 8
11 d' j REGULAR MX HEGHTS: 15%-2'5 50%-5'5 35%-8'5 NOTES: 1. PATTERN SHOWN S FOR NFORMATON ONLY, FNAL SETTNG PATTERN DETERMNED ON STE BY SETTER 2. LENGTHS ARE RANDOMLY PRODUCED (6" TO 40" MAXMUM) 3. CUT-TO-FT & FNAL DRESSNG DONE ON STE BY SETTER 4. RANDOM SPLT FACE WLL NOT BE SHOWN ON SHOP DRAWNGS REGULAR MX SPLT FACE PATTERN 9
12 .. 91;::::=_; =====;r==!10-1, _ CHURCH MX HEGHTS: 15%-2'5 40%-5'5 35%-8'5 10%-10'5 NOTES: 1. PATTERN SHOWN S FOR NFORMATON ONLY, FNAL SETTNG PATTERN DETERMNED ON STE BY SETTER 2. LENGTHS ARE RANDOMLY PRODUCED (6" TO 40" MAXMUM) 3. CUT-TO-FT & FNAL DRESSNG DONE ON STE BY SETTER 4. RANDOM SPLT FACE WLL NOT BE SHOWN ON SHOP DRAWNGS CHURCH MX SPLT FACE PATTERN 10
13 PREMUM MX HEGHTS: 40%-2'5 60%-S'S NOTES: 1. PATTERN SHOWN S FOR NFORMATON ONLY, FNAL SETTNG PATTERN DETERMNED ON STE BY SETTER 2. LENGTHS ARE RANDOMLY PRODUCED (6" TO 40" MAXMUM) 3. CUT-TO-FT & FNAL DRESSNG DONE ON STE BY SETTER 4. RANDOM SPLT FACE WLL NOT BE SHOWN ON SHOP DRAWNGS PREMUM MX SPLT FACE PATTERN 11
14 ELTE MX HEGHTS: 10%- l's 35%-2'5 35%-4'5 20%-5'5 NOTES: 1. PATTERN SHOWN S FOR NFORMATON ONLY, FNAL SETTNG PATTERN DETERMNED ON STE BY SETTER 2. LENGTHS ARE RANDOMLY PRODUCED (6" TO 40" MAXMUM) 3. CUT-TO-FT & FNAL DRESSNG DONE ON STE BY SETTER 4. RANDOM SPLT FACE WLL NOT BE SHOWN ON SHOP DRAWNGS ELTE MX SPLT FACE PATTERN 12
15 MCO LJ 10 LJ: L...,J 1 ELEF ANGLE BY OTHERS ( LJ LJ : t : ::t======:=i:$..., t::::::;:::::;:::::::::;-;:::: :::!..., 5*:i:=:::;:::::;:::: ,--,..., ;:=:;::::::;::::::=!:*=i..., ::::;-;=;::::::;==i:1...,.... L...J... L...,J. L...J... L...J r, r,....,... FNSHED EDGES ) 9 K ) g.,,,, ' MCO ::t====== t:!::=;::::;:::::::::::;-;;::::::;::::;;:::::::::::j:::;!:::::!...,..., L.J LJ".. LJ L.J. 4 5 PN ANCHOR 11 E 11 \ SLL WTH WAS" \ '...,.u. LJ ::t= M = CO ====:=i=._.$... t:::==., = =::...::= :::;:: r1 := =.=F._.ri t::::::;d;=:: = -=== =6= =;:::::: : == D...,,,. ri..., J [ LJ :- 8...,., L.J r, ; r:,. r,. r, 1' ' ' LcRAMP ANCHOR 11 A 11 SPLT TAB ANCHOR 11 B 11 PECE NUMBERNG STANDARD PECE NUMBERNG STARTS N THE BOTTOM LEFT COURSE, STARTNG WTH PECE# 1 AND MOVNG TO THE RGHT. EACH PECE RECEVES T'S OWN NDVDUAL NUMBER, UNLESS THE PECE S AN EXACT DUPLCATE OF A PREVOUS PECE (N THS CASE, THE PECE WLL RECEVE THE SAME NUMBER AS THE ORGNAL PECE.) ONCE THE BOTTOM COURSE HAS BEEN COMPLETED, NUMBERNG CONTNUES ON THE NEXT COURSE, AGAN FROM LEFT TO RGHT. PECE NUMBERNG PCKS UP NUMBERCALLY FROM THE PREVOUS COURSE, AND SO ON, UNTL ALL PECES HAVE BEEN NUMBERED STANDARD PECE NUMBERNG 13
16 9-9 ' 4-!() 'i().4-().. OPPOSTE HAND PECE NUMBERNG AN OPPOSTE HAND ELEVATON S A MRROR MAGE OF AN ELEVATON. F AN DENTCAL PECE CAN BE USED N EACH ELEVATON WTHOUT TURNNG T UPSDE DOWN, T CAN RECEVE THE SAME PECE NUMBER {.E. PECES 1, 6 & 9 N THE FGURE SHOWN.) HOWEVER, F A CORRESPONDNG PECE N THE OPPOSTE HAND ELEVATON HAS A CONDTON THAT WOULD REQURE ROTATNG THE PECE N ANY WAY, THE PECE WOULD RECEVE A NEW NUMBER. THE NUMBER S THEN CRCLED WHCH NDCATES THE PECE S DESGNED FOR THE OPPOSTE HAND ELEVATON {.E. PECES 2, 3, 5, 7, 8, 10 & 11.) 1 STONE VENEER ELEVATON 2-D 1 THUS/10H o - - KEY PLAN OPPOSTE HAND PECE NUMBERNG 14
17 1. FOUNDATON WALL PER ARCHTECTURAL PLANS AND SPECFCATONS. 3A 2. FULL BEARNG SUPPORT AT BASE OF STONE VENEER WALL. 3. ANCHORAGE: ANCHORS ARE DESGNED TO HOLD STONE N PLACE. BUT WLL NOT SUPPORT THE WEGHT. A. STANLESS STEEL CRAMP ANCHOR B. STANLESS STEEL SPLT TAB ANCHOR WTH 90 BEND AT OPPOSTE END FROM TABS TO SECURE TO BACK-UP. (REFER TO ANCHORAGE SECTON FOR ADDTONAL NFORMATON) 4. NSULATON BY OTHERS AND PER ARCHTECTURAL 5. CONTNUOUS RELEF ANGLE: DESGNED TO SUPPORT THE WEGHT OF THE STONE. MUST BE VERTCALLY SPACED NO MORE THAN 25'-0" O.C. AND RUN CONTNUOUS ON A HORZONTAL JONT. THE VERTCAL LEG TO BE SECURELY FASTENED TO THE BULDNG STRUCTURE, PER THE ENGNEER OF RECORD'S (EOR) RECOMMENDATONS. 6. POURED CONCRETE/ C.M.U. BACK-UP SYSTEM PER ARCHTECTURAL AND STRUCTURAL DRAWNGS AND SPECFCATONS " MNMUM ARSPACE BETWEEN THE BACK OF STONE AND BULDNG COMPONENTS. THS SPACE MUST BE KEPT FREE OF ANY MATERALS OR DEBRS (EXCEPT FOR STONE ANCHORNG AND SUPPORT) TO ALLOW FOR THE FACE OF STONE TO BE SET PLUMB. 8. STONE VENEER: COLOR AND FNSH PER ARCHTECTURAL DRAWNGS AND SPECFCATONS. ta. ' A., STANDARD STONE VENEER WALL WTH CONCRETE/ C.M.U. BACK-UP 15
18 1. FULL SUPPORT FOUNDATON WALL PER ARCHTECTURAL PLANS AND SPECFCATONS. 2. ANCHORAGE: ANCHORS ARE DESGNED TO HOLD STONE N PLACE. BUT WLL NOT SUPPORT THE WEGHT. A. STANLESS STEEL CRAMP ANCHOR B. STANLESS STEEL SPLT TAB ANCHOR WTH 90" BEND AT OPPOSTE END FROM TABS TO SECURE TO BACK-UP. (REFER TO ANCHORAGE SECTON FOR ADDTONAL NFORMATON) 3. NSULATON BY OTHERS AND PER ARCHTECTURAL DRAWNGS. 4. CONTNUOUS RELEF ANGLE: DESGNED TO SUPPORT THE WEGHT OF THE STONE. MUST BE VERTCALLY SPACED NO MORE THAN 25'-0" O.C. AND RUN CONTNUOUS ON A HORZONTAL JONT. THE VERTCAL LEG TO BE SECURELY FASTENED TO THE BULDNG STRUCTURE, PER THE ENGNEER OF RECORD'S (EOR) RECOMMENDATONS. 5. STEEL STUD BACK-UP WALL SYSTEM PER ARCHTECTURAL AND STRUCTURAL DRAWNGS AND SPECFCATONS AND STUD MANUFACTURER'S REQUREMENTS. 6. 1" MNMUM ARSPACE BETWEEN THE BACK OF STONE AND BULDNG COMPONENTS. THS SPACE MUST BE KEPT FREE OF ANY MATERALS OR DEBRS (EXCEPT FOR STONE ANCHORNG AND SUPPORT) TO ALLOW FOR THE FACE OF STONE TO BE SET PLUMB. 7. STONE VENEER: COLOR AND FNSH PER ARCHTECTURAL DRAWNGS AND SPECFCATONS. STANDARD STONE VENEER WALL WTH STEEL STUD BACK-UP 16
19 CONTNUOUS SLOT --- ". ". ' - " '- FNSHED FACE/ '-... \"..... r.... FNSHED FACE _/ "-... " FNSHED FACE CONTNUOUS ANCHOR SLOT STOP ANCHOR SLOT PLUNGE SLOT \ ' ".. FNSHED FACE_),<:. :,_ PLUNGE ANCHOR SLOT STANDARD ANCHOR SLOT TYPES 17
20 EQ. EQ. EQ. ¼" EQ. '/. '/. "/", /.... /... "/",..... ANCHOR SLOTTNG SLOTNG RECOMMENDATONS ARE BASED ON STONE THCKNESS AND APPLCATON. STONE GREATER THAN 1½" THCK ARE DETALED WTH A 1/g" KERF, STONE BETWEEN 1¼" AND 1½" THCK ARE DETALED WTH A¼" KERF AND STONE LESS THAN 1¼" THCK ARE DETALED WTH PLUNGE SLOTS AND/OR PN HOLES. ANCHOR SLOT RECOMMENDATONS 18
21 -:././ /;,/. / SPLT TAB ANCHOR /. /.. / STONE l"mn. ARSPACE BACK-UP TYPCAL SECTON AT SPLT TAB ANCHOR 19
22 SHEATHNG WTH VAPOR BARRER ON E EROR SURFACE )(f.... /.... :././ ,, SELF-TAPPNG SCREW \ TO METAL STUD,,,,,,',,,,' / STFFENNG STRAP/ PLATE AS REQURED /. /.. / HEAVY GAUGE METAL STUD SYSTEM BACK-UP BY OTHERS STONE l"mn. ARSPACE BACK-UP TYPCAL SECTON AT SPLT TAB ANCHOR WTH METAL STUD WALL BACK-UP 20
23 <J <J <J <J Ll SPLT TAB ANCHOR "B" LJ <J STONE l"mn. ARSPACE BACK-UP TYPCAL SPLT TAB SECTON AT STONE EDGE 21
24 <J L1 <J CRAMP ANCHOR "A" <./.. / /..... /. / STONE l"mn. ARSPACE BACK-UP TYPCAL SECTON AT CRAMP ANCHOR 22
25 CHANNEL SLOT ANCHOR "V" CHANNEL'S BY OTHERS DOVE TAL ANCHOR "U" STONE l"mn. ARSPACE BACK-UP SECTONS AT CHANNEL SLOT AND DOVE TAL ANCHORS 23
26 <J <J LJ PRE-CA BACK-L.L'.\. <J FLL DRLL HOLES WTH SEALANT 1/2"(/J STANLESS STEEL DOWEL L'.\ <J POLY BARRER STONE VENEER 2" MNMUM RECOMMENDED THCKNESS RECOMMENDED PRECAST ANCHORNG DOWEL ANCHOR 24
27 <J / PRE-cAST BACK-UP 2" ----¾_ G 'fll ST..$ZESS STEEL PRECAST HARPN CLP C LU a: a: - 0 Ci => - LU N a: "OPTONAL" EPDM GROMMET./. / STONE VENEER 2" MNMUM RECOMMENDED THCKNESS ALTERNATE PRECAST ANCHORNG HARPN WRE ANCHOR 25
28 ""'-. SPLT TAB ANCHOR "B" WELDED TO RELEF ANGLE NON-METALLC SHMS BY OTHERS RELEF ANGLE BY OTHERS CRAMP ANCHOR "A" STONE l" MN. ARSPACE BACK-UP RECOMMENDED DETAL AT RELEF ANGLE 26
29 SPLT TAB ANCHOR "B" WELDED TO RELEF ANGLE NON-METALLC SHMS BY OTHERS RELEF ANGLE BY OTHERS CRAMP ANCHOR "A" STONE l" MN. ARSPACE BACK-UP RECOMMENDED DETAL AT RELEF ANGLE 27
30 NON-METALLC SHMS BY OTHERS /.-. TOE ROD RELEF ANGLE BY OTHERS CRAMP ANCHOR "A" "' /. STONE l" MN. ARSPACE BACK-UP ALTERNATE DETAL 28 AT RELEF ANGLE
31 NON-METALLC SHMS BY OTHERS STRAP ANCHOR "D" WELDED TO RELEF ANGLE BY OTHERS.. /. RELEF ANGLE BY OTHERS../ CRAMP ANCHOR "A" "'.. STONE l" MN. ARSPACE BACK-UP / ALTERNATE DETAL AT RELEF ANGLE 29
32 STOP SLOT SPLT TAB ANCHOR "B" WELDED TO RELEF ANGLE _+ s::t / /.... / : 1" MN. STONE ARSPACE BACK-UP RECOMMENDED DETAL AT BACK CHECK RELEF ANGLE 30
33 THS DETAL NOT USED ALTERNATE DETAL 31 AT BACK CHECK RELEF ANGLE
34 1 STONE /.. 1,( ARSPACE 1 BACK-UP.. STANLESS STEEL PNS AS REQURED 2" :-/,, ',',..,,,, "). ' l /.... 1" TOE ROD STANDARD DETAL AT EPOXED KEEPER 32
35 l"mn ARSPACE STONE l Ll BACK-UP JONT WTH BACKER ROD AND SEALANT OR MORTAR.." -.!"MN 8.3."QK 8 NOTES: 1. THE ABOVE DETAL REPRESENTS A STANDARD i" QURK MTER, VARATON N JONT SZE WLL AFFECT DMENSONS ACCORDNGLY 2. THE FLAT EDGE OF A QURK MTER MUST BE A MNMUM OF i" QURK MTERED CORNER DETAL 33
36 l"mn..back-upl ARSPACE l STONE SPLT TAB ANCHOR "B" FACTORY EASED CORNER BUTT END CORNER DETAL 34
37 BACK-UP l Al PACE l l"mn. STONE SPLT TAB ANCHOR "B" NSDE CORNER DETAL 35
38 --f,,,, / i/' /,. '' ' -,, SLP SLL A SLL DESGNED TO SLP DRECTLY BELOW THE WNDOW (WTHN THE OPENNG), -,_,, - LUG SLL A SLL DESGNED TO BE NCORPORATED NTO THE WALL ASSEMBLY WTH THE USE OF HORZONTAL LUG SEATS STANDARD SLL TYPES 36
39 RASED WNDOW SEAT SLL THS SLL CAN BE ETHER A SLP SLL OR A LUG SLL WTH THE WNDOW SEAT RASED FLAT SEAT SLL/ WATERTABLE PROVDES A FLAT HORZONTAL SEAT FOR THE WNDOW FLUSH SLL/ WATERTABLE A SLL THAT S FLUSH WTH THE FACE OF THE WALL SAWN & SPLT SLL/ WATERTABLE SPLT/SAWN FRONT AND BACK A RECTANGULAR SLL SET N A SLOPED MORTAR BED TO CREATE A WASH STANDARD SLL TYPES 37
40 STANDARD x1" 4 DRP DRP SLOTTNG DRP SLOTS ARE RECOMMENDED ON ANY EXTEROR APPLCATON WHERE STONE OVERHANGS ANOTHER MATERAL. A STANDARD MKS DRP SLOT is¼" x¼" AND S A MNMUM OF½" FROM THE FACE OF STONE. STANDARD DRP SLOT 38
41 JONT WTH BACKER ROD AND SEALANT OR MORTAR PN ANCHOR "E" STANDARD DRP /... / STANDARD SLL ANCHORNG 39
42 BACK-UP l"mn ARSPACE STONE / V' SPLTTAB ANCHOR STAND ARD DRP SPLT TAB ANCHOR STANDARD WATER TABLE ANCHORNG 40
43 SNGLE WASH COPNG WTH FLASHNG REGLET. FLUSH ON BOTH SDES SNGLE WASH COPNG WTH DRP ON THE NSDE SAWN TOP. -:.. COPNG NOTES: MKS S A CUSTOM FABRCATOR AND CAN PROVDE COPNGS N A VARETY OF SZES AND SHAPES. ANCHOR SLOTS OR HOLES AND/OR REGLETS MAY BE CUT N ANY SURFACE ALONG WTH RECOMMENDED DRPS AT OVERHANGS (STANDARD¼" x¼",) PROPER FLASHNG AND SEALANT AT JONTS ARE ESSENTAL TO PREVENT MOSTURE PENETRATON, DETALNG PER ARCHTECTURAL DRAWNGS AND SPECFCATONS. SEAL FLASHNG AT ANY LOCATONS A DOWEL OR ANCHOR WLL PERCE THE FLASHNG. MOST COMMON METHOD OF ANCHORAGE FOR COPNG ARE PN ANCHORS "E, G, 10" AND STRAP ANCHORS "A, B, C." A HORZONTAL ALGNMENT DOWEL S USED OCCASONALLY TO HELP PREVENT SHFTNG DURNG BULDNG EXPANSON AND CONTRACTON. DOUBLE WASH COPNG WTH DRP ON THE OUTSDE. SPLTFACE COPNG WTH OVERHANG ON BOTH SDES. SLOPED STTNG BED... :_.. :.. COPNG WTH PN ("E"} COPNG WTH PN STRAP ("G"} & HORZONTAL ALGNMENT DOWEL. TYPCAL COPNG PROFLES 41
44 STONE TYPCAL!n x!" DRP 4 4 / / / /" STONE TYPCAL!n x!" DRP 4 4./ / /. x:::::'.:. ::::J / STANDARD COPNG ANCHORNG 42
45 RELEF ANGLE BY OTHERS TEE ANCHOR "T" SOFFT / CELNG NOTES: MKS RECOMMENDS THAT ALL CELNG AND SOFFT CONDTONS BE REVEWED BY A LCENSED ENGNEER. ABOVE ANCHORNG METHODS ARE FOR REFERENCE ONLY, ALL SOFFT AND CELNG CONDTONS ARE UNQUE. PLEASE CONTACT MKS OFFCES FOR MORE JOB SPECFC DETALNG. TYPCAL SOFFT AND CELNG ANCHORNG 43
46 RADUS ANCHORNG AS REQURED STANDARD ROUND COLUMN WRAP 44
47 <. <.,r <.. L < RADAL FACE WTH FLAT BACK <. L <. Ll. FLAT SEGMENTED FACE WTH FLAT BACK PLUNGE SLOT <. L <.. Ll.. L. < RADAL FACE WTH CURVED BACK TYPCAL DETALS AT RADAL FACED STONE 45
48 SPLT TAP ANCHOR "B" STONE RSER STONE TREAD. <J JONT W/ SEALANT <J CRAMP ANCHOR "A" <J RECOMMENDED STAR DETALNG 46
49 TO BE EASED ORRADUSED PN ANCHOR "E" ALTERNATE STAR DETALNG 47
50 2" RUN /. A <1. w V). <1 EASED OR RADUSED NOSNG <1 PN ANCHOR. A <1 SOLD MORTAR BEDDNG ALTERNATE STAR DETALNG 48
51 STRAGHT EDGE BEVEL OR CHAMFER RADUS BULLNOSE PENCL/PALLADO RABBT BEVEL WTH APRON RADUS EDGE WTH APRON BUTT EDGE WTH APRON SCOTA DEM BULLNOSE COUNTERTOPS ALL MATERAL USED FOR COUNTERTOPS SUPPLED WTH ALL GEODES FLLED. MKS RECOMMENDS FNSHNG WTH AN APPROPRATE SEALER TO PREVENT STANNG OR DSCOLORATON FROM COMMON HOUSEHOLD PRODUCTS. MNMUM THCKNESS FOR COUNTEROPS S " STANDARD COUNTERTOP EDGE PROFLES 49
52 .. :. i" JONT CONTROLS.... 3" MN. SAND BED RECOMMENDED PAVER NSTALLATON 50
53 4. 4 <,. i" JONT CONTROLS : ,... _ < <.. 4 " 4 < < SOLD MORTAR BED 1 < < <. 4 _ <. 4 <.. < < 4- ALTERNATE PAVER NSTALLATON 51
54 BATTER 2" FOR EVERY 12" OF HEGHT TLT STONE NTO FLL DRY STACKED RETANNG WALL 52
55 MLANO: MLANO S A SAWN SMOOTH THN STONE VENEER, APPROXMATELY l" THCK. CORNERS CAN ETHER BE MTERED N THE FELD OR SET AS FNSHED BUT ENDS. LENGTH RANGE: 8" TO 40" N 4" NCREMENTS HEGHTS AVALABLE AT 4Z n 7l n AND 1 nl n WTH A TOLERANCE OF +/.1" 8'2' "8 8 FABRCATED AND CRATED BY COLOR AND HEGHT BOLZANO: BOLZANO S A ROUGH FACED THN STONE VENEER. THE FACE S MECHANCALLY SPLT, THE TOP AND BOTOM S SAWN. L-SHAPED CORNERS ARE AVALABLE.* LENGTH RANGE: 8" TO 40" HEGHTS AVALABLE AT 4Z n 7l n AND 1 nl n WTH A TOLERANCE OF +/.1" 8' 2' "8 8 FABRCATED AND CRATED BY COLOR AND HEGHT CASSGLO: CASSGLO S A RUSTC RUBBLE THN STONE VENEER. THE FACE AND ALL SDES ARE NATURAL OR MECHANCALLY SPLT FNSH. L-SHAPED CORNERS ARE AVALABLE.* LENGTH RANGE: 8" TO 40" HEGHT RANGE: 6" TO 12" FABRCATED AND CRATED WTH A NATURAL QUARRY MX OF COLOR VERONA: VERONA S A LNEAR RUSTC THN STONE VENEER. THE FACE, BOTOM AND MOST ENDS ARE MECHANCALLY SPLT. L-SHAPED CORNERS ARE AVALABLE.* LENGTH RANGE: 8" TO 40" HEGHTS AVALABLE AT 4Z n 7l n AND 1 nl n ' 8' 2' "8 FABRCATED AND CRATED BY COLOR AND HEGHT PARMA: PARMA S A ROUGH FACED THN STONE VENEER. PARMA S TYPCALLY USED TO APPEAR AS DRY STACK. THE FACE S MECHANCALLY SPLT, THE TOP, BOTOM AND MOST ENDS ARE SAWN. CORNERS CAN BE MTERED N THE FELD OR SET AS FNSHED BUT ENDS. LENGTH RANGE: 8" TO 40" HEGHT RANGE: 2" - 5" FABRCATED AND CRATED BY COLOR AND HEGHT *L-SHAPED CORNERS AVALABLE WTH A MATCHNG FNSH. ONE FACE 8"-12" LONG AND THE ADJACENT FACE i"-12" LONG. L-SHAPED CORNERS GVE AN APPEARANCE OF A LARGER SOLD CORNER PECE. LOMBARDA THN STONE PRODUCT DESCRPTONS 53
56 FRAMED EXTEROR WALL: 1. COVER EXTEROR SH EATNG (1) WTH A WEATHER RESSTANT VAPOR BARRER (2), OVERLAPPNG A MNMUM OF 4 NCHES AT JONTS. 2. NSTALL WATER-VENTNG MESH (3) PER MANUFACTURER'S NSTRUCTONS AND RECOMMENDATONS. 3. NSTALL EXPANDED METAL LATH (4), AGAN OVERLAPPNG A MNMUM OF 4 NCHES AND FASTEN WTH GALVANZED NALS OR SCREWS AT 6" O.C. VERTCAL AND 16" O.C. HORZONTAL. 4. APPLY A½"-¾" THCK SCRATCH COAT (S) COMPLETELY COVERNG THE METAL LATH, THEN USNG A METAL SCRAPER OR SMALL SCRAP OF LATH, LGHTLY RAKE HORZONTAL GROOVES NTO THE SCRATCH COAT. 5. LET SCRATCH COAT CURE COMPLETELY. 6. LOMBARDA THN STONE (6) MAY NOW BE APPLED USNG THE FOLLOWNG STEPS: A. COVER THE BACK OF EACH STONE WTH AT LEAST½" OF MORTAR B. PRESS STONE FRMLY NTO PLACE, MAKNG EXTRA MORTAR TO OOZE OUT*. *THS EXTRA MORTAR MAY BE USED TO CREATE YOUR GROUT JONTS, F EXTRA S NOT USED FOR JONTS, THE JONTS CAN BE FLLED WTH GROUT AFTER THE STONE S NSTALLED USNG A GROUT BACK AND/OR A TUCK PONTNG TOOL 7. LET STONE SET FOR A LEAST 48 HOURS, THEN CLEAN N T'S ENTRETY WTH A MLD DETERGENT AND A SOFT BRSTLED BRUSH. RECOMMENDED NSTALLATON FRAMED EXTEROR WALL 54 LOMBARDA THN STONE VENEER
57 EXTEROR CONCRETE/ C.M.U. WALL: 1. COVER EXTEROR CONCRETE / C.M.U. (1) WTH A WEATHER RESSTANT VAPOR BARRER (2), OVERLAPPNG A MNMUM OF 4 NCHES AT JONTS. 2. NSTALL WATER-VENTNG MESH (3) PER MANUFACTURER'S NSTRUCTONS AND RECOMMENDATONS. 3. NSTALL EXPANDED METAL LATH (4), AGAN OVERLAPPNG A MNMUM OF 4 NCHES AND FASTEN WTH GALVANZED NALS OR SCREWS AT 6" O.C. VERTCAL AND 16" O.C. HORZONTAL. 4. APPLY A½"-¾" THCK SCRATCH COAT (S) COMPLETELY COVERNG THE METAL LATH, THEN USNG A METAL SCRAPER OR SMALL SCRAP OF LATH, LGHTLY RAKE HORZONTAL GROOVES NTO THE SCRATCH COAT. 5. LET SCRATCH COAT CURE COMPLETELY. 6. LOMBARDA THN STONE (6) MAY NOW BE APPLED USNG THE FOLLOWNG STEPS: A. COVER THE BACK OF EACH STONE WTH AT LEAST½" OF MORTAR B. PRESS STONE FRMLY NTO PLACE, MAKNG EXTRA MORTAR TO OOZE OUT*. *THS EXTRA MORTAR MAY BE USED TO CREATE YOUR GROUT JONTS, F EXTRA S NOT USED FOR JONTS, THE JONTS CAN BE FLLED WTH GROUT AFTER THE STONE S NSTALLED USNG A GROUT BACK AND/OR A TUCK PONTNG TOOL 7. LET STONE SET FOR A LEAST 48 HOURS, THEN CLEAN N T'S ENTRETY WTH A MLD DETERGENT AND A SOFT BRSTLED BRUSH. RECOMMENDED NSTALLATON EXTEROR CONCRETE/C.M.U. WALL LOMBARDA THN STONE VENEER 55
58 FRAMED NTEROR WALL: 1. A WALL BOARD (1) S NEEDED FOR THE BASE OF THE APPLCATON SURFACE. (.E. GYPSUM BOARD, CONCRETE BOARD OR PLYWOOD). 2. NSTALL EXPANDED METAL LATH (2), OVERLAPPNG A MNMUM OF 4 NCHES AND FASTEN WTH GALVANZED NALS OR SCREWS AT 6" O.C. VERTCAL AND 16" O.C. HORZONTAL. F USNG A CONCRETE BOARD, MOST BULDNG CODES DO NOT REQURE THAT METAL LATH OR A SCRATCH COAT BE USED, F THS S THE CASE SKP THE NEXT TWO STEPS. 4. APPLY A½"-¾" THCK SCRATCH COAT (3) COMPLETELY COVERNG THE METAL LATH, THEN USNG A METAL SCRAPER OR SMALL SCRAP OF LATH, LGHTLY RAKE HORZONTAL GROOVES NTO THE SCRATCH COAT. 5. LET SCRATCH COAT CURE COMPLETELY. 6. LOMBARDA THN STONE (4) MAY NOW BE APPLED USNG THE FOLLOWNG STEPS: A. COVER THE BACK OF EACH STONE WTH AT LEAST½" OF MORTAR B. PRESS STONE FRMLY NTO PLACE, MAKNG EXTRA MORTAR TO OOZE OUT*. *THS EXTRA MORTAR MAY BE USED TO CREATE YOUR GROUT JONTS, F EXTRA S NOT USED FOR JONTS, THE JONTS CAN BE FLLED WTH GROUT AFTER THE STONE S NSTALLED USNG A GROUT BACK AND/OR A TUCK PONTNG TOOL 7. LET STONE SET FOR A LEAST 48 HOURS, THEN CLEAN N T'S ENTRETY WTH A MLD DETERGENT AND A SOFT BRSTLED BRUSH. RECOMMENDED NSTALLATON FRAMED NTEROR WALL 56 LOMBARDA THN STONE VENEER
59 A RECOMMENDED STANLESS STEEL CRAMP ANCHOR B RECOMMENDED STANLESS STEEL SPLT TAB ANCHOR C RECOMMENDED STANLESS STEEL ZANCHOR 1/4"!1l D RECOMMENDED STANLESS STEEL STRAP ANCHOR E RECOMMENDED STANLESS STEEL PN ANCHOR F RECOMMENDED STANLESS STEEL TWST STRAP ANCHOR 1/4"!1l x 2" SST PN G RECOMMENDED STANLESS STEEL PN STRAP ANCHOR H RECOMMENDED STANLESS STEEL CORNER TAB ANCHOR RECOMMENDED STANLESS STEEL WRE PN ANCHOR ANCHOR LBRARY: THE MAN PURPOSE OF STONE ANCHORS S TO HOLD THE STONE N PLACE; T S RECOMMENDED THAT ALL ANCHORNG AND BACK-UP SYSTEMS BY REVEWED BY AN LCENSED ENGNEER. ANCHOR LBRARY 57
60 J RECOMMENDED STANLESS STEEL MTER ANCHOR K RECOMMENDED STANLESS STEEL CORNER TE ANCHOR L RECOMMENDED STANLESS STEEL SPLT STRAP ANCHOR 1/4"!11 THREADED ROD 1/4"!11 1/S"THK 3" BENT@ A 90" ANGLE M RECOMMENDED STANLESS STEEL DSK ANCHOR N RECOMMENDED STANLESS STEEL H-RON ANCHOR 0 RECOMMENDED STANLESS STEEL PN STRAP ANCHOR p RECOMMENDED STANLESS STEEL TAB ANCHOR Q RECOMMENDED STANLESS STEEL CHANNEL TWST ANCHOR RECOMMENDED STANLESS STEEL DOVE TAL-STRAP ANCHOR ANCHOR LBRARY: THE MAN PURPOSE OF STONE ANCHORS S TO HOLD THE STONE N PLACE; T S RECOMMENDED THAT ALL ANCHORNG AND BACK-UP SYSTEMS BY REVEWED BY AN LCENSED ENGNEER. ANCHOR LBRARY 58
61 s RECOMMENDED STANLESS STEEL DOVETAL TWST ANCHOR T RECOMMENDED STANLESS STEEL TEE ANCHOR u RECOMMENDED STANLESS STEEL DOVE TAL-SPLTTAB ANCHOR V RECOMMENDED STANLESS STEEL CHANNEL SLOT-SPLT TAB RECOMMENDED STANLESS STEEL CHANNEL SLOT-STRAP ANCHOR X RECOMMENDED STANLESS STEEL DOVETAL TWST ANCHOR y RECOMMENDED STANLESS STEEL EYE BOLT z RECOMMENDED 1/4"(1) x 2" SST PN STANLESS STEEL DOVE TAL-PN STRAP ANCHOR 1 RECOMMENDED STANLESS STEEL MTER ANCHOR ANCHOR LBRARY: THE MAN PURPOSE OF STONE ANCHORS S TO HOLD THE STONE N PLACE; T S RECOMMENDED THAT ALL ANCHORNG AND BACK-UP SYSTEMS BY REVEWED BY AN LCENSED ENGNEER. ANCHOR LBRARY 59
62 WELDED SPLT TABANCHDR WELDED STRAP ANCHOR 2 RECOMMENDED STANLESS STEEL RELEVNG ANGLE 3 RECOMMENDED STANLESS STEEL RELEVNG ANGLE 4 RECOMMENDED STANLESS STEEL RELEVNG ANGLE 5 1/4"!21 x 2" SST PN RECOMMENDED STANLESS STEEL PN STRAP ANCHOR 6 RECOMMENDED STANLESS STEEL STRAP ANCHOR 7 WELDED CRAMP ANCHOR RECOMMENDED STANLESS STEEL RELEVNG ANGLE 16 GAUGE SST WRE 3/16" SS BENT P 1/4"fll X 1" SST PN WELDED 1/8" SSTAB 8 RECOMMENDED STANLESS STEEL TOE BAR ANCHOR 9 RECOMMENDED STANLESS STEEL WRE TE ANCHOR 10 RECOMMENDED STANLESS STEEL PN STRAP ANCHOR ANCHOR LBRARY: THE MAN PURPOSE OF STONE ANCHORS S TO HOLD THE STONE N PLACE; T S RECOMMENDED THAT ALL ANCHORNG AND BACK-UP SYSTEMS BY REVEWED BY AN LCENSED ENGNEER. ANCHOR LBRARY 60
63 WELDED 1/4"f/l 1/4"(1l x 2" SST PN 11 RECOMMENDED STANLESS STEEL STRAP ANCHOR 12 RECOMMENDED STANLESS STEEL "J" BOLT 13 RECOMMENDED STANLESS STEEL CHANNEL SLOT PN ANCHOR ANCHOR LBRARY: THE MAN PURPOSE OF STONE ANCHORS S TO HOLD THE STONE N PLACE; T S RECOMMENDED THAT ALL ANCHORNG AND BACK-UP SYSTEMS BY REVEWED BY AN LCENSED ENGNEER. ANCHOR LBRARY 61
64 NTEROR APPLCATON EXTEROR APPLCATON COLOR WDTH LENGTH HEGHT COLOR WDTH LENGTH HEGHT KASOTA GOLD BLEND KASOTA AMBER BLEND KASOTA ASH BLEND KASOTA CREAM BLEND KASOTA ROSE BLEND KASOTA SUNSET BLEND KASOTA SUNRSE BLEND : 2" 2" 1¼ " 2" 2" 1 ¼" 2" 1¼ " 2" 1¼ " 2" 1 ¼" 4'-o" 2-0" 4'-0" 4'-o" 2-0" 3'-0" 2'-6" l'-0" 1 '-0" 3'-0" 3'-0" l'-0" 1 '-0" 1 '-0" KASOTA GOLD 3" 4'-0" BLEND 2½ " 4'-0" 2" 4'-0" 1 ½" KASOTA AMBER 3" 4'-0" BLEND 2½ " 4'-0" 2" 4'-0" 1 ½" 3'-0" KASOTA ASH 3" 4'-0" BLEND 2½ " 4'-0" 2" 4'-0" 1 ½" KASOTA CREAM 3" 3'-0" BLEND 2½ " 3'-0" 2" 3'-0" 1 ½" 3'-0" 3'-0" 3'-0" 2'-6" 3'-0" 3'-0" 3'-0" 2'-6" 3'-0" 3'-0" KASOTA ROSE 3" 2'-6" BLEND 2½ " 2'-6" 2" 2'-6" 1 ½" KASOTA SUNSET BLEND KASOTA SUNRSE BLEND 3" l'-0" 2½ " 1 '-0" 2" 1 '-0" 1 ½" 1 '-0" 3" 2½ " 2" 1 ½" l'-0" 1 '-0" 1 '-0" 1 '-0" 1 '-0" NOTES: *SZES SHOWN MAY VARY WTH CURRENT QUARRY CONDTONS *CONTACT MKS OFFCES FOR SZES OR THCKNESSES OTHER THAN SHOWN VENEER SZE LMTATONS CUT: FLEUR 62
65 NTEROR APPLCATON EXTEROR APPLCATON COLOR WDTH LENGTH HEGHT COLOR WDTH LENGTH HEGHT KASOTA GOLD BLEND KASOTA AMBER BLEND KASOTA ASH BLEND KASOTA CREAM BLEND KASOTA ROSE BLEND KASOTA SUNSET BLEND KASOTA SUNRSE BLEND : 2" 3'-o" 2-0" 2" 4'-0" 1¼ " 3'-6" 2" 4'-o" 3'-o" 2" 3'-0" 1 ¼ " 2" 1¼ " 2" l'-0" 1¼ " 1 '-0" 1 ¼ " 2" 2'-3" 3'-0" 3'-0" l'-0" 1 '-0" 1 '-6" KASOTA GOLD 3" 4'-0" BLEND 2½" 3'-0" 2" 3'-0" 1 ½ " KASOTA AMBER 3" 4'-0" BLEND 2½" 4'-0" 2" 4'-0" 1 ½ " 3'-6" KASOTA ASH 3" 4'-0" BLEND 2½" 4'-0" 2" 4'-0" 1 ½ " 3'-0" KASOTA CREAM 3" 3'-0" BLEND 2½" 3'-0" 2" 3'-0" 1 ½ " KASOTA ROSE 3" BLEND 2½" 2" 1 ½ " 2'-3" 2'-3" 2'-3" 3'-0" 3'-0" 3'-0" 3'-0" KASOTA SUNSET BLEND 3" l'-0" 2½" 1 '-0" 2" 1 '-0" 1 ½ " 1 '-0" l'-0" 1 '-0" 1 '-0" 1 '-0"...?,. KASOTA SUNRSE BLEND NOTES: 3" 2½" 2" 1 ½ " *SZES SHOWN MAY VARY WTH CURRENT QUARRY CONDTONS *CONTACT MKS OFFCES FOR SZES OR THCKNESSES OTHER THAN SHOWN VENEER SZE LMTATONS CUT: VENE 63
66 NTEROR APPLCATON EXTEROR APPLCATON COLOR THCK!LENGTH HEGHT COLOR THCK LENGTH HEGHT KASOTA GOLD BLEND 1" 2-0" 2-0" 1-0" 1-0" KASOTA GOLD (NA) (NA) BLEND (NA) KASOTA AMBER BLEND 1½" 1" 1'-0" 1'-0" KASOTA AMBER 2"+ 2'-6" BLEND 2'-6" KASOTA ASH BLEND 1" 1-0" 1-0" KASOTA ASH BLEND 2"+ 2'-6" 2'-6" KASOTA CREAM BLEND 1½" 1" 1'-0" 1'-0" KASOTA CREAM BLEND 2"+ 2'-6" 2'-6" KASOTA ROSE BLEND 1½" 1" 1'-0" 1'-0" KASOTA ROSE 2"+ 2'-6" BLEND 2'-6" KASOTA SUNSET BLEND 1½" 1" 1'-0" 1'-0" 1'-0" 1'-0" KASOTA SUNSET BLEND 2"+ 1'-0" 1'-0" KASOTA SUNRSE BLEND : 1½" 1" 1'-0" 1'-0" KASOTA SUNRSE BLEND 2"+ 1'-0" NOTES: *SZES SHOWN MAY VARY WTH CURRENT QUARRY CONDTONS *CONTACT MKS OFFCES FOR SZES OR THCKNESSES OTHER THAN SHOWN PAVER SZE LMTATONS CUT: FLEUR 64
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www.customron.com ph 800.732.7699 fax 507.732.7837 Balusters, pckets, spndles these are the bones of a star ralng system. At Custom Iron, we commonly refer to these as balusters. And, uncommonly, we nvent
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