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13-1358-0324 L 0 c� N 0 M s 0 'u m F U U LLJ • r c O 0 M . o N T • U I CIO 0 U to fW . von Apo e • TYPICAL NON FIRE RATED TYPICAL NON FIRE RATED -TYPICAL NON FIRE RATED TYPICAL NON FIRE RATED �•W E C.v� x.•m r� WALL ASSEMBLY WALL ASSEMBLY ON 1HR F.R. DEMISING WALL WALL ASSEMBLY WALL ASSEMBLY 1 STEEL FLOOR AND CEILING RUNNERS - CHANNEL SHAPED, 1 STEEL FLOOR AND CEILING RUNNERS - CHANNEL SHAPED, 1 STEEL FLOOR AND CEILING RUNNERS - CHANNEL SHAPED, !0000 " °o`', 1 STEEL FLOOR AND CEILING RUNNERS - CHANNEL SHAPED, FABRICATED FROM MIN 20 MSG GALV. STEEL, MIN. DEPTH, :FABRICATED FROM MIN 20 MSG GALV. STEEL, MIN. DEPTH FABRICATED FROM MIN 20 MSG GALV. STEEL, MIN. DEPTH 00060 ." FABRICATED FROM MIN 25 MSG GALV. STEEL, MIN. DEPTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1 -1/4" LONG TO 'ACCOMMODATE STUD SIZE, WITH MIN. 1 -1/4" LONG TO ACCOMMODATE STUD SIZE, WITH MIN. 1 -1/4" LONG �••�• . ��rrr TO ACCOMMODATE STUD SIZE, WITH MIN. 1 -1/4" LONG LEGS, ATTACHED TO FLOOR AND CEILING W/ HILTI PAF O LEGS, ATTACHED TO FLOOR AND CEILING W/ HILTI PAF O LEGS, ATTACHED TO FLOOR AND CEILING W/ HILTI PAF O LEGS, ATTACHED TO FLOOR AND CEILING W/ HILT) PAF 24" O.C. MAX. W/ MIN. SHEAR LOAD OF 851bs. (FOR 24" O.C. MAX. W/ MIN. SHEAR LOAD OF 851bs. (FOR 24" O.C. MAX. W/ MIN. SHEAR LOAD OF 851ba. (FOR 24" O.C. MAX. W/ MIN. SHEAR LOAD OF 851bs. (FOR CONC.) OR #10 SCREWS 24" O.C. MAX. (FOR MTL. DECK) CONC.) OR #10 SCREWS 24" O.C. MAX. (FOR MTL. DECK) CONC.) OR #10 SCREWS 24" O.C. MAX. (FOR MTL. DECK) CONC.) OR #10 SCREWS 24" O.C. MAX. (FOR MTL. DECK) UNDERSIDE OF EXISTING MTL. DECK UNDERSIDE OF , EXISTING MTL. DECK UNDERSIDE OF EXISTING MTL. DECK UNDERSIDE OF CONCRETE SLAB OR STRUCTRURE _ CEILING FINISH AS SELECTED _ �� CEILING FINISH - STEEL STUDS - "HAT-SHAPED" - CEILING FINISH " PED" FURRING CHANNEL, - �--- ---- 2 STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN. 2 FABRICATED FROM MIN. 20 MSG GALV. STEEL, MIN. 7 8" 2 STEEL STUDS - "HAT - SHAPED" FURRING CHANNEL, 2 STEEL STUDS - "HAT - SHAPED" FURRING CHANNEL, 20 MSG GALV. STEEL, MIN. 3 -5/8 WIDTH SPACED A MAX. WIDTH SPACED A MAX. OF 16" O.C. STUDS TO BE CUT FABRICATED FROM MIN. 20 MSG GALV. STEEL, MIN. 7/8" FABRICATED FROM MIN. 25 MSG GALV. STEEL, MIN. 7 /8" OF 16" O.C. STUDS TO BE CUT 3/8" TO 3/4" LESS 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT TO MATCH WIDTH SPACED A MAX. OF 16" O.C. STUDS TO BE CUT WIDTH SPACED A MAX. OF 16" O.C. STUDS TO BE CUT THAN ASSEMBLY HEIGHT. EXISTING s BELOW. 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. " D 3 �@L� - MIN, 5/8 THICK MOISTURE RESISTANT PANELS O O NOT USED O NOT USED 3 NOT INSTALLATION NOTES REFER TO 4O z 4 BOARD - MIN. 5/8" THICK GYPSUM WALL BOARD WITH 4 BOARD - MIN. 5/8" THICK MOISTURE RESISTANT BOARD D BOARD MIN. 5/8" THICK MOISTURE RESISTANT BOARD 4 BOARD - MIN. 5/8" THICK TILE BACKER BOARD WITH i BEVELED, SQUARE, OR TAPERED EDGES, APPLIED (ac 5/8" TILE BACKER BOARD AT AREA TO RECEIVE TILE L" (dc 5/8" TILE BACKER BOARD AT AREA TO RECEIVE TILE BEVELED, SQUARE, OR TAPERED EDGES, APPLIED w VERTICALLY OR HORIZONTALLY., VERTICAL JOINTS CENTERED FINISH) WITH BEVELED, SQUARE, OR TAPERED EDGES, FINISH) WITH BEVELED, SQUARE, OR TAPERED EDGES, VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS APPLIED" VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY I OVER STUDS AND STAGGERED ONE STUD CAVITY ON o CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN , F- ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD 'CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE I; ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY, HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND _ STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED k STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND m HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND F- HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS: � HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS k, HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS /Zx NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND t HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS " NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND k NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND w HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS 3 (MULTILAYER SYSTEMS) STAGGERED A MIN. OF 12-. HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS = MULTILAYER SYSTEMS STAGGERED A MIN.' OF 12". (MULTILAYER SYSTEMS) STAGGERED A MIN. OF 12 ". " ( ) YER SYSTEMS) STAGGERED A MIN. OF 12 . i, Z (MULTILAYER W cn O FASTENERS - TYPE S OR S -12 STEEL SCREWS USED TO O FASTENERS -- TYPE S OR S -12 STEEL SCREWS USED TO k; O FASTENERS - TYPE S OR S -12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS. 1 " LONG FOR 1/2" AND 5/8" ATTACH PANELS TO STUDS. 1 " LONG FOR X" AND " .. I; L ATTACH PANELS TO STUDS. 1" LONG FOR X�" AND " o OFASTFNERS - TYPE S OR S -12 STEEL SCREWS USED TO 0 THICK PANELS OR 1 -1/4" LONG FOR 3/4" THICK PANELS I THICK PANELS OR 1X4" LONG FOR N4" THICK PANELS N THICK PANELS OR %" LONG FOR ;4" THICK PANELS W W ATTACH PANELS TO STUDS. 1 LONG FOR 1 /2 AND z SPACED 8" O.C. WHEN PANELS ARE APPLIED SPACED 8" O.C. WHEN PANELS ARE APPLIED ` %0 SPACED 8 O.C. WHEN PANELS ARE APPLIED Z Z t 99 THICK PANELS OR 1--1 /4 LONG FOR 3/4 THICK PANELS U HORIZONTALLY, OR 8 O.C. ALONG VERTICAL AND BOTTOM HORIZONTALLY, OR 8 O.C. ALONG VERTICAL AND BOTTOM w TIC HORIZONTALLY, OR 8" O.C. ALONG VERTICAL AND BOTTOM 4 - W SPACED 8" O.C. WHEN PANELS ARE APPLIED ! x " " S AND 12 0. . IN THE FIELD WHEN PANELS ARE w " W W EDGES AND 12,.O.G;IN THE FIELD WHEN PANELS ARE , EDGE A C �`` 0 EDGES AND 12 O.C. IN THE FIELD WHEN PANELS ARE ,,, HORIZONTALLY, 'OR 8 O.C. ALONG VERTICAL. AND BOTTOM APPLIED ;VERTICALLY..: APPLIED VERTICALLY. I', - 9 APPLIED VERTICALLY. W o= -' EDGES AND 12" O.C. IN THE FIELD WHEN PANELS ARE 0 : t 0 W I I- v L_ F APPLIED VERTICALLY. z INSULATION - PROVIDE R -8 MIN. INSULATION W x INSULATION - PROVIDE R -8 MIN. INSULATION jNSULATION - PROVIDE R -8 MIN. INSULATION I' Z FILL W /INSUL. WHERE WALL SEPARATES A/C SPACE FROM ° W z NON A/C SPACE O REFER TO FINISH SCHEDULE W W REFER TO FINISH SCHEDULE REFER TO FINISH SCHEDULE EXISTING FIRE RATED DEMISING WALL,ASSEMBLY TO EXISTING EXTERIOR. C.M.U: WALL ASSEMBLY TO REMAIN. EXISTING EXTERIOR C.M.U. WALL ASSEMBLY TO REMAIN. REMAIN. (V.I.F.) (V.I.F:) (V.I.F.) I' G.M.U. WALL OR EXISTING ASSEMBLY (. EXISTING CONC. SLAB EXPOSED BLOCK OR � EXISTING.. CONC. SLAB EXISTING CONC. SLAB �.. - FINISH AS SELECTED • - STANDARD WALL TYPE. C - STANDARD WALL TYPE. ... 4 ' - STANDARD WALL TYPE. EINF. CONC. SLAB - PROVIDE CHANNEL SHAPED STUD, PROVIDE CHANNEL SHAPED STUD, A • STANDARD C.M.U. WALL TYPE FABRICATED FROM MIN. 20 MSG GALV. FABRICATED ' FROM MIN. 20 MSG GALV. STEEL, MIN. 3 -5/8" WIDTH SPACED A STEEL, MIN. 1 -5/8" WIDTH SPACED A MAX. OF 16" O.C. MAX. OF 16" O.C. A� C.M.U. BLOCK ON BOTH SIDES PROVIDE CEMENTITIOUS BOARD FOR `THIN BRICK VENEER FINISH. TYPICAL NON FIRE RATED TYPICAL NON FIRE RATED TYPICAL NON FIRE RATED WALL ASSEMBLY WALL ASSEMBLY WALL 'ASSEMBLY STEEL FLOOR AND CEILING RUNNERS 1 STEEL, FLOOR AND CEILING RUNNERS 1 CHANNEL SHAPED, FABRICATED FROM MIN CHANNEL SHAPED, FABRICATED FROM MIN 1 STEEL FLOOR AND CEILING RUNNERS CHANNEL SHAPED, 20 MSG GALV. STEEL, MIN. DEPTH TO 20 MSG GALV. STEEL, MIN. DEPTH TO FABRICATED FROM MIN 25 MSG GALV. STEEL, MIN. DEPTH TO ACCOMMODATE STUD 'SIZE, WITH MIN. 1 -1 /4" LONG y f {�• ACCOMMODATE` STUD SIZE, WITH MIN. 1 -1/4" ACCOMMODATE STUD SIZE, WITH MIN. 1 -1/4" LONG LEGS, ATTACHED TO FLOOR AND CEILING LONG LEGS, ATTACHED TO FLOOR AND CEILING LEGS, 'ATTACHED TO FLOOR AND CEILING W/ HILTI PAF O W/ HILTI PAF O 24" O.C. MAX. W/ MIN. SHEAR W/ HILTI PAF • 24" O.C. MAX. W/ MIN. SHEAR 24" O.C. MAX. W/ MIN.' SHEAR LOAD OF 851bs. (FOR LOAD OF 8516a. (FOR CONC.) OR #10 SCREWS LOAD OF 851ba. (FOR CONC.) OR #10 SCREWS CONC.) OR #10 . SCREWS 24 ", O.C. MAX. (FOR MTL. DECK) INTERIOR 111!)DIIF)iCATI(3�1S i}i 24 O.C. MAX. (FOR MTL. DECK) 24 O.C. MAX. (FOR MTL. DECK) ONLY ° ) {ANY EXTERIOR MODIFICATION MAY PAQUIRr UNDERSIDE OF EXISTING MTL. DECK UNDERSIDE OF EXISTING MTL. DECK , UNDERSIDE OF EXISTING CONCRETE SLAB A BOARD APPEARANCE) 0 CEILING FINISH -- CEILING FINISH _ CEILING FINISH ` 2 STEEL STUDS CHANNEL SHAPED, FABRICATED 2 STEEL STUDS - CHANNEL SHAPED, FABRICATED ` " 2 STEEL STUDS -- CHANNEL SHAPED, FABRICATED FROM MIN. FROM MIN. 20 MSG GALV. STEEL, MIN. 3 -5/8" FROM MIN. 20 MSG GALV. STEEL, MIN. 3 -5/8" MIN. 3 -5/8" WIDTH SPACED A MAX. 25 MSG GALV. STEEL " " - WIDTH SPACED; A MAX. OF 16 O.C. STUDS TO WIDTH SPACED A MAX. OF 16 O.C. STUDS TO OF 16" O.C. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN 8 BE CUT 3/8 ", TO 3/4" LESS THAN ASSEMBLY BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY ASSEMBLY,, HEIGHT._ HEIGHT. HEIGHT. 3 NOT USED O NOT USED 3 PROVIDE 3}" UNPAGED .SOUND ATTENUATION BAIT INSULATION, 4 BOARD -MIN. HE THICK MOISTURE RESISTANT 4 BOARD - MIN. 5/8" THICK GYPSUM PANELS (AT FRICTION FIT IN STUD SPACE (R -11) • PARTY WALLS OR WHERE PANELS (AT KITCHEN SIDE) do GYPSUM PANEL (AT SEPARATING A/C : SPACE FROM NON -A /C SPACE. CORRIDOR SIDE) WITH BEVELED, SQUARE, OR CORRIDOR SIDE) jc TILE- BACKER BOARD AT AREAS TAPERED EDGES, TO RECEIVE TILE FINISH (AT RESTROOM SIDE) WITH APPLIED VERTICALLY OR 4 BOARD -MIN. 5/8* THICK .GYPSUM PANELS (AT HORIZONTALLY. VERTICAL JOINTS CENTERED OVER BEVELED, SQUARE, OR TAPERED EDGES, APPLIED CORRIDOR ,SIDE) WITH BEVELED, SQUARE, OR TAPERED 6" MIN. 16 GA. MIN. VERTICALLY OVER HORIZONTALLY. VERTICAL JOINTS EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL STUDS AND STAGGERED ONE STUD CAVITY ON � HORIZONTAL GALV. OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN CENTERED OVER STUDS AND BUGGERED ONE JOINTS CENTERED OVER STUDS AND STAGGERED ONE . • MTL. STUD BACKING STUD CAVITY ON OPPOSITE SIDES OF STUDS. ADJACENT DYERS (MULTILAYER SYSTEMS) JOINTS D CAVITY N ADJACENT PLAY RS SIDES MULOLAYER STUDS. SYSTEMSTICAL ' /SUPPORT VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS SYSTEMS) STAGGERED ONE STUD CAVITY. (MULTILAYER A NEED NOT BE BACKED BY STEEL FRAMING. STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT HORIZONTAL JOINTS NEED NOT BE BACKED BY NOT BE: BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT STEEL FRAMING. HORIZONTAL EDGE JOINTS AND BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE , HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS STUDS NEED NOT BE STAGGERED. HORIZONTAL SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL MULTILAYER SYSTEMS STAGGERED A MIN. OF 12". EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN EDGE JOINTS AND (MULTILAYER BUTT JOINTS IN ( ) ADJACENT LAYERS ` (MULTILAYER SYSTEMS) STAGGERED A 0 _ ADJACENT .LAYERS (MULTILAYER SYSTEMS) _ STAGGERED A MIN. OF 12". MIN. OF .12". QTF N� FRS - TYPE S OR S -12 STEEL SCREWS �i w t USED TO ATTACH PANELS TO STUDS. 1 " LONG Z = WFOR 1/2" AND 5/8" THICK PANELS OR 1» 1/4" O FAQ FRS - TYPE S OR S -12 STEEL SCREWS Z Z O t Z LONG FOR 3/4 THICK PANELS SPACED 8 O.C. 0 Q USED TO "ATTACH PANELS TO STUDS. 1" LONG" ` O FASTENERS - TYPE S OR S -12 STEEL SCREWS USED a o Cn v W WHEN PANELS ARE APPLIED HORIZONTALLY, OR O Q FOR 1/2 AND 5/8 THICK PANELS OR 1 -1/4 TO ATTACH PANELS TO STUDS. 1 LONG FOR 1/2 AND �. Cn ? 8" O.C. "ALONG VERTICAL AND BOTTOM EDGES N LONG FOR 3/4" THICK PANELS SPACED 8" O.C. N N 5/8" THICK PANELS OR 1 -1/4" LONG FOR 3/4" THICK o BACK -TO -BACK DBL Z r AND 12 O.C. IN THE FIELD WHEN PANELS ARE Q W WHEN PANELS ARE APPLIED HORIZONTALLY, OR PANELS SPACED 8 O.C. WHEN PANELS ARE APPLIED t� GALV. MTL. STUDS Y APPLIED VERTICALLY. v 19 8" O.C. ALONG VERTICAL AND BOTTOM EDGES HORIZONTALLY, OR 8" O.C. ALONG VERTICAL AND BOTTOM 3 Z W SPACED PER WALL REFER TO FINISH SCHEDULE AND 12" O.C. IN THE FIELD WHEN PANELS ARE EDGES AND 12" O.C. IN THE FIELD WHEN PANELS ARE - W TYPE. NEW 6" HIGH ,CONC. CURB APPLIED VERTICALLY. APPLIED VERTICALLY. �v 4 DOWELS 018" O.C. SET 4" IN EPDXY REFER TO FINISH SCHEDULE GALV. MTL. FLOOR RUNNER REFER TO FINISH', SCHEDULE' * ADHESIVE EXISTING CONC. SLAB EXISTING CONC. SLAB REINF..CONC. SLAB FINISH FLOOR 1 e • E - STANDARD WALL TYPE, F - STANDARD WALL TYPE. �1 ' STANDARD PARTITION .WALL TYPE 1. GYPSUM WALLBOARD AND FRAMING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE W/ RECOMMENDATIONS OF: El PROVIDE 5/8" MOISTURE Fl - PROVIDE 5/8" TILE BACKER BOARD ON BOTH 61 «PROVIDE 5 8" TILE BACKER BOARD AT AREAS 1.1. ASTMC754 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW ATTACHED SIDES AT AREAS TO RECEIVE TILE FINISH. / GYPSUM WALLBOARD, BACKING BOARD OR WATER RESISTANT HACKING BOARD. RESISTANT PANELS 6" ABOVE TO RECEIVE TILE FINISH. (RESTROOM SIDE) 1.2. GA -216 - RECOMMENDED SPECIFICATIONS FOR THE APPLICATION, INSTALLATION AND CEILING ON BOTH SIDES. - PARTIAL HEIGHT WALL AT RESTROOM. SEE FINISHING OF GYPSUM BOARD. BRACING DETAIL ON THIS SHEET. - PARTIAL HEIGHT WALL. SEE G2 PROVIDE 5/8" 'TILE BACKER BOARD AT AREAS 2• PROVIDE BACK -TO -BACK DOUBLE MTL. STUDS FOR ANY CABINET SUPPORT. PROVIDE HEAVY BRACING DETAIL ON THIS SHEET. F2 GAUGE GALV. MTL STUD HORIZONTAL BACKING SECURED TO VERT. STUD W/ MIN. OF 2 SCREWS - PROVIDE 5/8 TILE BACKER BOARD ON BOTH TO RECEIVE TILE FINISH. (BOTH SIDES) PER STUD. F.B.C. 2517.5.1.3. SIDES AT AREAS TO RECEIVE TILE FINISH. 3. ALL INTERIOR WALLS AND PARTITIONS SHALL HE IN COMPLIANCE WITH F.B.C. 1618.8. PERMANENT, PARTIAL HEIGHT WALL, SEE INT. ELEVS. FULL- HEIGHT INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED TO RESIST A LATERAL LIVE F3 - PROVIDE 5/8" TILE BACKER BOARD AT LOAD NOT LESS' THAN 5 PSF (239 PA). AREAS TO RECEIVE TILE FINISH ON 4. BRACING PER MANUFACTURER'S STUD LIMITING HEIGHT CHART RECOMMENDATIONS. 5. RECOMMENDED GALV. METAL FRAMING MANUFACTURER SHOULD INCLUDE DIETRICH AND RESTROOM SIDE & 5/8" MOISTURE MARINO/WARE. RESISTANT BOARD ON STORAGE SIDES. - PARTIAL HEIGHT WALL. SEE BRACING DETAIL ON THIS SHEET. • b rrE VY! vV o r v W LU O u W, W r '• yl W, r U J J O z o . W LLJ ❑ 0 W i W � , U U W• 0 • 0- w • r W • z , LL WC) z)J W a6 K3 b pU �W t • • • o= z�D 0 <o K2 LLI Co LUo m W N �..} 0~ rl _ m F-a 41 r-I m W� rI m �° E Lu g8 © — �o �.I-' O a O o ao EL13 L= LL L2 U CL� = rnW E � 1 ' W E �_ 0 Ln .M LLJ Z 0 V a x c� � Q0 CU Kz o 00 a O W� `� 00 W oz =0 !::�z 3:o `0 z❑ • \.7! ROBERT K. MORISETTE, AIA, NCARB, LEED AP SD +C, CDP FLORIDA REGISTERED ARCHITECT # AR 9325.9 _00 �W zo a ❑Wt 0 U a II � I a NW LL W 0 O z C0 ❑ z U J Cn LU V U 5 0 2 LL 0 W d O T IL W _ F_ WALL TYPES • DETAILS Wproject number 11 [drawing scale [drawing date August 16, 2013 ffphase r • sheet number n 9 _z rz � oco W 0 ou) =z �W zo a ❑Wt 0 U a II � I a NW LL W 0 O z C0 ❑ z U J Cn LU V U 5 0 2 LL 0 W d O T IL W _ F_ WALL TYPES • DETAILS Wproject number 11 [drawing scale [drawing date August 16, 2013 ffphase r • sheet number n 9