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08-40R-014PAINT FINISH CONCRETE W/ STRUCTURAL FLOOR FINISH SEE SCHEDUL UL DESIGN NO. U905 2 -HR. RATED PAINT FINISH — CONCRETE BLOt SEE STRUCTURA DRAWINGS FLOOR FINISH, SEE SCHEDULE TY P E M 1 UL DESIGN NO. U905 2 -HR. RATED CEILING FINISH, SEE SCHEDULE 5/8" TYPE "X" GWB BOTH SIDE WITH PAINT FINI 20 GA METAL STUDS ®16" 0. SOUND INSULATION (S.T.C. 55 MIN) FLOOR FINISH, SEE SCHEDULE TYPE F6 SEALER, NO PAINT AT ELEVATOR, TRASH, ELEC., PUMP, MAIL ROOMS UL DESIGN NO. 0404 1 -HR. RATED 2 -HR. RATED TYPE W1 3/4" LIGHT T STUCCO WITH FINISH PAINT FINISH CONCRETE W) STRUCTURAL FLOOR FINISH SEE SCHEDUL UL DESIGN NO. U905 2 -HR. RATED TYPE M2 3/4" LIGHT T STUCCO WITH FINISH PAINT FINISH CONCRETE W/ STRUCTURAL FLOOR FINISH SEE SCHEDUL UL DESIGN NO. U905 2 -HR. RATED TYPE M7 CEILING FINISH, SEE SCHEDULE FULL HEIGHT PORCELAIN TILES ON THIN SET OVER 1/2" "DUROCK" CEMENTITIOUS BOARD (COLOR TO BE SELECTED BY ARCHITECT) 5/8" TYPE "X" GWB BOTH SIDES WITH PAINT FINISH ON EXPOSED SURFACES 20 GA METAL STUDS @16" O.C. SOUND INSULATION (S.T.C. 55 MIN) M.R. GWB WITH PAINT FINISH AT JANITOR'S CLOSETS FLOOR FINISH, SEE SCHEDULE � /- SEE PLANS UL DESIGN NO. U404 1 -HR. RATED 2 -HR. RATED TYPE W2 SEALER, NO PAINT AT ELEVATOR ?IOR ZIOR I I� a- I I' NOTE: PANEL w MFR. TO PROVIDE M -D N.O.A. AND FULLY ENGINEERED SHOP - DWGS. FOR APPROVAL I- I - I I ' INSULATED PANEL, R -14 VALUE, TYP. VERTICAL STEEL ` TUBE FRAMING s AND ANGLES BY I PANEL MFR., TYP. ` CONCRETE WALL, I I SEE STRUCT. : - DWGS. I EXTERIOR I I CEILING FIND SEE SCHEDU 1"X 3" PT �A CONT. FIRE ' PAINT FINISH CONCRETE B SEE STRUCT DRAWINGS 5/8" GWB W PAINT FINISH 7/8" METAL CHANNELS @ RIGID BOARD INSULATION REFER TO FI SCHEDULE F FLOOR FINIS H 7 TYPE M3 H, -E OOD 3TO P :K WALL, -- L _ _- UL DESIGN NO. U905 2 -HR. RATED CEILING FINISH, SEE SCHEDULE 5/8" TYPE "X" GWB BOTH SIDE WITH PAINT FINI 20 GA METAL STUDS ®16" 0. SOUND INSULATION (S.T.C. 55 MIN) FLOOR FINISH, SEE SCHEDULE TYPE F6 SEALER, NO PAINT AT ELEVATOR, TRASH, ELEC., PUMP, MAIL ROOMS UL DESIGN NO. 0404 1 -HR. RATED 2 -HR. RATED TYPE W1 3/4" LIGHT T STUCCO WITH FINISH PAINT FINISH CONCRETE W) STRUCTURAL FLOOR FINISH SEE SCHEDUL UL DESIGN NO. U905 2 -HR. RATED TYPE M2 3/4" LIGHT T STUCCO WITH FINISH PAINT FINISH CONCRETE W/ STRUCTURAL FLOOR FINISH SEE SCHEDUL UL DESIGN NO. U905 2 -HR. RATED TYPE M7 CEILING FINISH, SEE SCHEDULE FULL HEIGHT PORCELAIN TILES ON THIN SET OVER 1/2" "DUROCK" CEMENTITIOUS BOARD (COLOR TO BE SELECTED BY ARCHITECT) 5/8" TYPE "X" GWB BOTH SIDES WITH PAINT FINISH ON EXPOSED SURFACES 20 GA METAL STUDS @16" O.C. SOUND INSULATION (S.T.C. 55 MIN) M.R. GWB WITH PAINT FINISH AT JANITOR'S CLOSETS FLOOR FINISH, SEE SCHEDULE � /- SEE PLANS UL DESIGN NO. U404 1 -HR. RATED 2 -HR. RATED TYPE W2 SEALER, NO PAINT AT ELEVATOR ?IOR ZIOR I I� a- I I' NOTE: PANEL w MFR. TO PROVIDE M -D N.O.A. AND FULLY ENGINEERED SHOP - DWGS. FOR APPROVAL I- I - I I ' INSULATED PANEL, R -14 VALUE, TYP. VERTICAL STEEL ` TUBE FRAMING s AND ANGLES BY I PANEL MFR., TYP. ` CONCRETE WALL, I I SEE STRUCT. : - DWGS. I EXTERIOR I I CEILING FIND SEE SCHEDU 1"X 3" PT �A CONT. FIRE ' PAINT FINISH CONCRETE B SEE STRUCT DRAWINGS 5/8" GWB W PAINT FINISH 7/8" METAL CHANNELS @ RIGID BOARD INSULATION REFER TO FI SCHEDULE F FLOOR FINIS H 7 TYPE M3 H, -E OOD 3TO P LOCK WALL, UL DESIGN NO. U905 2 -HR. RATED PANEL JOINTS AND ATTACHMENTS BY PANEL MFR., TYP. '�Ro TO REMAIN EXPOSED, TYP., INSULATED PANEL, R -14 VALUE VERTICAL STEEL TUBE FRAMING BY PANEL MFR. FIRESTOPPING AT F EACH FLOOR LEVEL, SEE DIET . ---� ^ �I NOTE: PANEL MFR. TO PROVIDE M -D N.O.A. AND FULLY ENGINEERED SHOP DWGS. FOR APPROVAL TYPE M8 9 1 SHIM SPACE CONC. SLAB f T111L s PNLS, ac ' TUBES 7 TYPE [W CEILING FINISH, SEE SCHEDULE , a 1 "X 3" PT WOOD CONT. FIRE STOP . 4 PAINT FINISH CONCRETE WALL, SEE STRUCTURAL DRAWINGS 5 /8" GWB WITH PAINT FINISH 7/8" METAL FURRING CHANNELS Cam? 16" Q.C. RIGID BOARD INSULATION R -5 MIN - REFER TO FINISH SCHEDULE FOR EXTERIOR FLOOR FINISH UL DESIGN NO. U905 2 -HR. RATED / N I 1/ TYPE M� A a I_-- I _ . PAINT FINISH - 1 - - SEALER, NO PAINT _ AT ELEVATOR CONCRETE WALL, SEE STRUCTURAL DRAWINGS I— WATER STOPPER TO BE ° APPLIED AT JUNCTION - - OF VERTICAL AND HORIZONTAL SURFACES, _ TYPICAL - - -- PRE- APPLIED BONDING 5 WATERPROOFING 502 MEMBRANE TO POSITIVE I ° SIDE OF BASEMENT WALL, SEE MFR. SPECS. - UL DESIGN NO. U905 4A < 2 -HR. RATED TYPE M5 Design No, U469 Assenirly Rating -1 Hoar Nonirearing 'Wail 23 2 4" -------- CEILING FINISH, SEE SCHEDULE 1 "X 3" PT WOOD • CONT. FIRE STOP 3/4" LIGHT TEXTURE STUCCO WITH PAINT FINISH SEALER, NO PAINT AT ELEVATOR CONCRETE WALL, SEE STRUCTURAL DRAWINGS 5/8" GWB WITH PAINT FINISH ° 7 /E" METAL FURRING CHANNELS @ 16" O.C. RIGID BOARD ' ° INSULATION R -5 MIN REFER TO FINISH 5 2) SCHEDULE FOR \° A_5c FLOOR FINISH / 1 H UL DESIGN NO. U905 2 -HR. RATED TYPE M9 CEILING FINISH, SEE SCHEDULE - 5/8" TYPE "X" GWB WITH PAINT FINISH 1" GWB PANEL WITH PAINT FINISH C -H SHAPED STUDS 2-1/2" X 1-1/2" 20 GA. AT 24" O.C. SOUND INSULATION (S.T.C. 55 MIN) J SHAPED STUD RUNNER 2 -1/2" 20 GA. WITH UNEQUAL LEGS - FLOOR FINISH, SEE SCHEDULE - UL DESIGN N0, U469 1 -HR. RATED SHAFT WALL SYSTEM TYPE WW CEILING FINISH, SEE SCHEDULE FULL HEIGHT Pi TILES ON THIN 1/2" "DUROCK" CEMENTITIOUS E (COLOR TO BE BY ARCHITECT) 20 GA METAL STUDS ©16" 0, SOUND INSULATION (S.T.C. 55 MIN) FLOOR FINISH, SEE SCHEDULE Dtsip - N6. U404 Beating Wall Rating --1 and 2 Hr (See items 2, 3 and 5) Nonbearing Wall Rating --1 and 2 Hr (See Items 2, 3 and 5) Load Restricted for Canatdiiku Appl caron3 -- Seo� Guide BXUV7 �► "4) .j f i t Hr. Conf guration Z Fit'. GO"OguraUM 1A Z Ilw t:vnTlgursUW is (s•omm) 2 Ht. u["gura "M [+ 1. Steel Floor and Ceiling Runners -- (Not Shawn) Channel shaped, 3-1/2 in. wide by 1 -1/4 in- deep, fabricated from min 20 MSG (4.11329 C rum • z '� s nt, min bane metal thickness) galvanized = steel: Attached to floor and - Ho «z, scczi•ry A46 ceiling with steel fasteners t+ed 24 M. OC max. 2 _. 2. Steel Studs -- 3=1/2 in.,wi fabricated fret min 20 MSG (0:0329 in., 2 1 min bay metal thickness) gativarnized steel; spaced max 16 im OCC For s bearing walls; studs'shall be designed. in- accordance with the current FLOOR edition of the S 'ficatlon :for the Design: of Cold- Forined Steel Struc-- 1. floor and Ceiling Runners -- ..J„ -shad, 2-1/2 in, wide with total MCillbelS Dy the American j�im wid §*d lnstitltte -AM -desi n unequal legs of 1 in. and 2 in., fabricated from 24 MSG (20 MSG when details � the structural integrity of the bearing gall - assembly, Item 4A is used} Maly steel, Runners attached to structural supports induding the i deal load of the studs, shall be as specified by the with steel fasteners located not greater than 2 in. from lends and not steel stud de i�,wr and or prcdtxcer and shall meet the requirements of greater than 24 in. tom, all applicable local code agencim 'Stee'l studs attached to floes' and ceil- 2. Steel Studs -- "C-H" shaped stuff, 2-1/2 in. wide by 1 -1 !2 ire peep, U% runners with 3/E in_ long Tym S-12 steel screws on both sides of fabricated fTCOnn 25 MSG (20 MSG when Item 4A is used) galv steel, flirt stud b welded or balte cmnections deal in accordance 24 in. or 600 mm OC. Vertically restrained walls require stuns s or y to be cut 3/S in, less than floor to ceding height. with the AISI cations. -For nonbearing walls, studs to be cut 318 3. Gypsum Wallboard* — 1 in. thick gypsum wallboard liruer panels, to 3/4 in. less assembly height and hictim - fitlrI d into floor and Supplied in nominal 24 in. or iW nun widths. Vertical edges inserted in cei1ine sha section of `•C -H" studs.. free edge of end panels ,attached 3. Cemen ifio= 11a►cker Units* �--- 1. /2 im or, 5/8 in, tfCk, a plied verti- ta Ion kg of "J" runners with 1 -5/3 in. long Type S head steel screws spacer not greater than 12 in. O catty ter horizontslly with vertical joints- centered over �s_ ]Fastened CANADIAN GYPSUM COMPANY Type SIX. to studs and r� with corrosion resistant, chamfered, nabbed wafer UNITED STATES GYPSUM CO SLX heats. sees with a minimum head diameter of AW inch. For no�ar- 'PESO PANAMEItICANCI S A DE C� -Type SIX. ing systems, fastened to studs and bottom runners. with the uppermost 4. Gypsum Wallboard* -- 5/Z rrt, thick, 4 ft or 1200 rnm wile, applied screw placed 1/2 ut to 2 in. below the bottom edge of the � of the vertically and attached to clods with 1 in. Ion T S steel screws er. Hord ' s need mot be backed b framing. 1 Hr S s - spaced 12 in. OC alon the eel es and in the el of the boards, �p Y S- y AMERICAN GYPSUM �fl— yyppee AG- tem - Screws shall be min 1 -1/4 in_ long and. spaced 'a main of !t in, IOC. CANADIAN GYPSUM COMPT C. ANY Types C, Ir -X2. 4VitC or All vertical joints staggered one stud cavity from �T board verb CO ENTAL GYPSUM COMPANY Types +CG-C� CGS-5. qi joints on the uppcnite side of studs. .Hflrizontai eddee oints and tar% G-P GYPSUM CO" Svs OF 2(mbl butt joints on opposite sides of studs need not sia"ered. GEORGIA- PACIFIC CORP --Type 5. 2-Hr System - For the base layer in Configuration B, the screws shall -� � 4- i f1 �1. �: /3 r JAMES HARDIE GYPSUM INC Type Max—C—. be mho I -1/4 in. long and � at max of 12 -in. OC, For the face lay_ T+J 9L1)i N G � �,,:., l LAFARGE GYPSUM, —Type F �, �s shall be 1 -5 /t in: long and spaced a max of a in. OC. All LAFARGE CORD T LGFGC. rAItCO GYPSUM, DIV of fake lapel joints a min 12 in: from underlying base layer joints. PACIFIC COAST BUILDING PRODUCTS INC -Type C or joints in either liver need - not be Staggered fr;n"E joints ' on the opposite REPUBLIC GYPSUM CO Type MC. side of the wall. STANDARD GYPSUM L L C T SG-C. UNMD S'I`AM GYPSUM CO —�- DUROCK Exterior Cement TEMI�LE- INLAND FOREST Pit ©DUCTS C* ORP —Type TG-C. lard, or DMOCK Brand ant lard. UNITED STATES GYPSUM CO —Type C, FICX -G, Il" X2, WRC 4, Etta axed 81ankete —� Min 3 in. dude mineral wool insulation batts, or SOC friction- fitted between studs . PESO PANAMERICANO S A DE C V -Type C, IP -X2, WRC or SCX. THERMAFIEER INC - -- SAFB. 4A, WaUbwri, Gy surn* �- ,(As ern lterrrate to Item 4 -- 5/S in. thick S. Gypsum Eoaur'+d* - 5/8 in. thi'�with square or - taped edges, xypsum pone sl , Installe�t as rtescribed in Ytem 4 wi Type S-12 steel appj� vertically or horizontally with vertical joints centered Over sews The kn;th �rn�l spacing of the screws as'S MCtifiei under Item 4. Shlds. HoriZwUl is need not be bucked b framing. Fastened with CANADLN GYPSUM COMPANY - -T F1CX.n y l► UNITED STATES GYPSUM CO - --Type X. Type S-12 saxws. 1 H r System - For vertical ar lic aticxt, �tened to 5_ lratts and 1<lankets' -- (( tional} -- Mineral wool hafts partially or studs and rumiers with I In. long g screws SpaC max it in. OC at verti- comrlelelp stead cavity cal edges nd spaced erase 12 in. OC lit the field. For horiizctntal a Ir ca- TH>E ISER L L C Type SAFR. PP 5. )rage and Nlankeis* — (C�tional} — Mineral wool batts partially or tion, fastened to studs and ruwwrS with 1 in. dons screws spaced max S completely filling stud cavity, in. OC. Vertical joints staggered one stud cavity from cement board ver- THERMAMER L L C -Type SAFE. ticaE j<Jirits on opposite side of studs. Horiz mtal edge is and ho�ri- *)Rearint the UL Classification Markin Z(x}#,� butt joints on opposite sides of studs heed not = , Design No. U905 2-Hr System -,Base layer with an overlying gypsum board V , Bearing Watl Rating -2 Hit. fi stew with 1 in. long screws spaced tn2x Ifs in. OC to studs and run- ners. lase layer with. an overlying cement beard face layer, fastened with 1 in. long screws spaced ,max 12 in. QC to studs, and runners_ Fare layers fastened with 15 /E in. long screws spaded max 16 in. OC to . . ,, :� r • - * - -- -- studs and Irutuiers with screws of t E in. from face layer screws. Face � (� ! . 3 ?�:O' i 7.s1r xjN. ( layer joints offset min 12 in. from base layer joints. Joints in either layer . y� =� t `f :;'4,J:; l �,(� �� I need not be stagged from joints on the opposite side of the wail. • : �' r When used in w3Ldths other than 49 ut. to be installed +� 4 i-iorizonrol'Section I horizontally. ' � 2 I CANADIAN GYPSUM COMPANY —Types A C, IP -AR, R, 1. Concrete docks * - Various designs. Classification R -Z (2 hr ), 1P-X1, � , l� AR, SCX, SHX, C o VM. See Concrete docks category for list of eligible manufacturers. I — 2. Mortar — blocks laid in full bed of mortar, Horn. 31i in. thick, of not less UN WW S',ltj3'�C GWSUM CO —Type AR, C, - fir [x -ARC than 2 -1/4 and not more than 3 -1/2 parts of clean sharp sand to 1 part IP-XI, JP-A WAR, SCX, cS. , WRC or WU. Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. - USG MElIr;ICfl S A DIE C V Types AR, C, iP -Alt, IP X1, IP-X2, 3. Portland Cement Stntco or Gypsum Plaster —Add 112 hr to classi- W -AR, SCX, SHX, WRC, WM. fication it used. Where combustible members are framed in wall, plaster fi. Jvin#s...� Covered with fiber mesh tape and latex modified Port- . stucco must be applied on the face opposite framing to achieve a max, Classification of 1 -1/2 hr. Attached to concrete Blocks (Item 1). land iC7n t mortar""- of i)aSe!cdat,.Or hype 1_pr�a c adhesive. 4. Loose Masonry Fitt -If att core spaces are fitted with loose dry expanded 7 joints ---- When tapered edge gypSum board is used, face Dyer joints slag, expanded clay or shale (Rotary Kiln Process), water repellant coyer} with. �t compound and paper tape. As an alternate, gypsum vermiculite masonry fill insulation, or silicone treated pertiie loose fill Venm plaster m to applied to the entire surface of Classified venom �-1 insulation add 2 hr to classification, l7 y PP 5. Foamed Plastic * - (Optional -Not Shown)-1-1/2 in. thick max, 4 ft wide baseboard with joints reinfortx -d. When square -edge gypsum board is sheathing attached to concrete blocks Item 1). used, treatment of 'joints is optional. r:­ ..... . . . Celotex Corp. —Type Thermax - ------ - UL DESIGN NO. U404 1 -HR. RATED 2 -HR. RATED *Rearing the UL Classification Marking g- Vapor Retarder, Water Earner or Weather Resistive Barrier -�- TY P E W 2 (optional -- Not shown) -- As required. 'Bearing the UL Classification Mark #26000522 M U 4 � t ~ O W �t � t i O O r- w W � � z o � � W w y ~ N M M O (- M O N -. 9 'y1 W 0 r L.0 �I Q :ARCH! INJERIOR DESIGN PLANNING r J f J y MONEY Al -_ AR 000;2 0'�, "` "" I i JMM CONSULTING ENGINEERS, LLC M.E.P. 12651 S DIXIE HIGHWAY, SUITE 209 s MIAMI, FLORIDA 33156 M *;GPI` M.A. SUAREZ CONSULTING ENGINEERS STRUCTURAL ENGINEERING 4369 SW 75TH AVENUE.^ . MIAMI, FLORIDA 33155 G PISTORINO ALAM CONSULTIN>IC - CIVIL ENGINEERING 7171 SW 62ND AVENUE, 4'I`I FLOOR MIAMI, FLORIDA 33143 A,,a OXFORD UNIVERSAL, 4311 PONCE DE LEON BLVD., CORAL GABLES, FLORIDA 33146'x, 5966 SOUTH DIXIE BUILDING,,,,,_:, 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 M A T E U A R C H I T E C T U R E I N C THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR NY CONTRACT. THE CONTENTS OF THIS,, DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED BY THE ARCHITECT/ ENGINEERS OKt RECORD. i! PHASE CONSTRUCTION DRAWINGS FILE NAME: M: \0605\CD\SHEET\AMCH\A-604.DWG PROJECT NO: MA0605 DRAWN BY: RAG CHECKED BY: RJM ISSUE DATE: SEPTEMBER 30, 2003 REVISIONS #3 04 -30 -03 BLDG COMMENTS, #711 -25 -13 OWNER REVS. ;. SHEET TITLE PARTITION TYPES t Hr. Conf guration Z Fit'. GO"OguraUM 1A Z Ilw t:vnTlgursUW is (s•omm) 2 Ht. u["gura "M [+ 1. Steel Floor and Ceiling Runners -- (Not Shawn) Channel shaped, 3-1/2 in. wide by 1 -1/4 in- deep, fabricated from min 20 MSG (4.11329 C rum • z '� s nt, min bane metal thickness) galvanized = steel: Attached to floor and - Ho «z, scczi•ry A46 ceiling with steel fasteners t+ed 24 M. OC max. 2 _. 2. Steel Studs -- 3=1/2 in.,wi fabricated fret min 20 MSG (0:0329 in., 2 1 min bay metal thickness) gativarnized steel; spaced max 16 im OCC For s bearing walls; studs'shall be designed. in- accordance with the current FLOOR edition of the S 'ficatlon :for the Design: of Cold- Forined Steel Struc-- 1. floor and Ceiling Runners -- ..J„ -shad, 2-1/2 in, wide with total MCillbelS Dy the American j�im wid §*d lnstitltte -AM -desi n unequal legs of 1 in. and 2 in., fabricated from 24 MSG (20 MSG when details � the structural integrity of the bearing gall - assembly, Item 4A is used} Maly steel, Runners attached to structural supports induding the i deal load of the studs, shall be as specified by the with steel fasteners located not greater than 2 in. from lends and not steel stud de i�,wr and or prcdtxcer and shall meet the requirements of greater than 24 in. tom, all applicable local code agencim 'Stee'l studs attached to floes' and ceil- 2. Steel Studs -- "C-H" shaped stuff, 2-1/2 in. wide by 1 -1 !2 ire peep, U% runners with 3/E in_ long Tym S-12 steel screws on both sides of fabricated fTCOnn 25 MSG (20 MSG when Item 4A is used) galv steel, flirt stud b welded or balte cmnections deal in accordance 24 in. or 600 mm OC. Vertically restrained walls require stuns s or y to be cut 3/S in, less than floor to ceding height. with the AISI cations. -For nonbearing walls, studs to be cut 318 3. Gypsum Wallboard* — 1 in. thick gypsum wallboard liruer panels, to 3/4 in. less assembly height and hictim - fitlrI d into floor and Supplied in nominal 24 in. or iW nun widths. Vertical edges inserted in cei1ine sha section of `•C -H" studs.. free edge of end panels ,attached 3. Cemen ifio= 11a►cker Units* �--- 1. /2 im or, 5/8 in, tfCk, a plied verti- ta Ion kg of "J" runners with 1 -5/3 in. long Type S head steel screws spacer not greater than 12 in. O catty ter horizontslly with vertical joints- centered over �s_ ]Fastened CANADIAN GYPSUM COMPANY Type SIX. to studs and r� with corrosion resistant, chamfered, nabbed wafer UNITED STATES GYPSUM CO SLX heats. sees with a minimum head diameter of AW inch. For no�ar- 'PESO PANAMEItICANCI S A DE C� -Type SIX. ing systems, fastened to studs and bottom runners. with the uppermost 4. Gypsum Wallboard* -- 5/Z rrt, thick, 4 ft or 1200 rnm wile, applied screw placed 1/2 ut to 2 in. below the bottom edge of the � of the vertically and attached to clods with 1 in. Ion T S steel screws er. Hord ' s need mot be backed b framing. 1 Hr S s - spaced 12 in. OC alon the eel es and in the el of the boards, �p Y S- y AMERICAN GYPSUM �fl— yyppee AG- tem - Screws shall be min 1 -1/4 in_ long and. spaced 'a main of !t in, IOC. CANADIAN GYPSUM COMPT C. ANY Types C, Ir -X2. 4VitC or All vertical joints staggered one stud cavity from �T board verb CO ENTAL GYPSUM COMPANY Types +CG-C� CGS-5. qi joints on the uppcnite side of studs. .Hflrizontai eddee oints and tar% G-P GYPSUM CO" Svs OF 2(mbl butt joints on opposite sides of studs need not sia"ered. GEORGIA- PACIFIC CORP --Type 5. 2-Hr System - For the base layer in Configuration B, the screws shall -� � 4- i f1 �1. �: /3 r JAMES HARDIE GYPSUM INC Type Max—C—. be mho I -1/4 in. long and � at max of 12 -in. OC, For the face lay_ T+J 9L1)i N G � �,,:., l LAFARGE GYPSUM, —Type F �, �s shall be 1 -5 /t in: long and spaced a max of a in. OC. All LAFARGE CORD T LGFGC. rAItCO GYPSUM, DIV of fake lapel joints a min 12 in: from underlying base layer joints. PACIFIC COAST BUILDING PRODUCTS INC -Type C or joints in either liver need - not be Staggered fr;n"E joints ' on the opposite REPUBLIC GYPSUM CO Type MC. side of the wall. STANDARD GYPSUM L L C T SG-C. UNMD S'I`AM GYPSUM CO —�- DUROCK Exterior Cement TEMI�LE- INLAND FOREST Pit ©DUCTS C* ORP —Type TG-C. lard, or DMOCK Brand ant lard. UNITED STATES GYPSUM CO —Type C, FICX -G, Il" X2, WRC 4, Etta axed 81ankete —� Min 3 in. dude mineral wool insulation batts, or SOC friction- fitted between studs . PESO PANAMERICANO S A DE C V -Type C, IP -X2, WRC or SCX. THERMAFIEER INC - -- SAFB. 4A, WaUbwri, Gy surn* �- ,(As ern lterrrate to Item 4 -- 5/S in. thick S. Gypsum Eoaur'+d* - 5/8 in. thi'�with square or - taped edges, xypsum pone sl , Installe�t as rtescribed in Ytem 4 wi Type S-12 steel appj� vertically or horizontally with vertical joints centered Over sews The kn;th �rn�l spacing of the screws as'S MCtifiei under Item 4. Shlds. HoriZwUl is need not be bucked b framing. Fastened with CANADLN GYPSUM COMPANY - -T F1CX.n y l► UNITED STATES GYPSUM CO - --Type X. Type S-12 saxws. 1 H r System - For vertical ar lic aticxt, �tened to 5_ lratts and 1<lankets' -- (( tional} -- Mineral wool hafts partially or studs and rumiers with I In. long g screws SpaC max it in. OC at verti- comrlelelp stead cavity cal edges nd spaced erase 12 in. OC lit the field. For horiizctntal a Ir ca- TH>E ISER L L C Type SAFR. PP 5. )rage and Nlankeis* — (C�tional} — Mineral wool batts partially or tion, fastened to studs and ruwwrS with 1 in. dons screws spaced max S completely filling stud cavity, in. OC. Vertical joints staggered one stud cavity from cement board ver- THERMAMER L L C -Type SAFE. ticaE j<Jirits on opposite side of studs. Horiz mtal edge is and ho�ri- *)Rearint the UL Classification Markin Z(x}#,� butt joints on opposite sides of studs heed not = , Design No. U905 2-Hr System -,Base layer with an overlying gypsum board V , Bearing Watl Rating -2 Hit. fi stew with 1 in. long screws spaced tn2x Ifs in. OC to studs and run- ners. lase layer with. an overlying cement beard face layer, fastened with 1 in. long screws spaced ,max 12 in. QC to studs, and runners_ Fare layers fastened with 15 /E in. long screws spaded max 16 in. OC to . . ,, :� r • - * - -- -- studs and Irutuiers with screws of t E in. from face layer screws. Face � (� ! . 3 ?�:O' i 7.s1r xjN. ( layer joints offset min 12 in. from base layer joints. Joints in either layer . y� =� t `f :;'4,J:; l �,(� �� I need not be stagged from joints on the opposite side of the wail. • : �' r When used in w3Ldths other than 49 ut. to be installed +� 4 i-iorizonrol'Section I horizontally. ' � 2 I CANADIAN GYPSUM COMPANY —Types A C, IP -AR, R, 1. Concrete docks * - Various designs. Classification R -Z (2 hr ), 1P-X1, � , l� AR, SCX, SHX, C o VM. See Concrete docks category for list of eligible manufacturers. I — 2. Mortar — blocks laid in full bed of mortar, Horn. 31i in. thick, of not less UN WW S',ltj3'�C GWSUM CO —Type AR, C, - fir [x -ARC than 2 -1/4 and not more than 3 -1/2 parts of clean sharp sand to 1 part IP-XI, JP-A WAR, SCX, cS. , WRC or WU. Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. - USG MElIr;ICfl S A DIE C V Types AR, C, iP -Alt, IP X1, IP-X2, 3. Portland Cement Stntco or Gypsum Plaster —Add 112 hr to classi- W -AR, SCX, SHX, WRC, WM. fication it used. Where combustible members are framed in wall, plaster fi. Jvin#s...� Covered with fiber mesh tape and latex modified Port- . stucco must be applied on the face opposite framing to achieve a max, Classification of 1 -1/2 hr. Attached to concrete Blocks (Item 1). land iC7n t mortar""- of i)aSe!cdat,.Or hype 1_pr�a c adhesive. 4. Loose Masonry Fitt -If att core spaces are fitted with loose dry expanded 7 joints ---- When tapered edge gypSum board is used, face Dyer joints slag, expanded clay or shale (Rotary Kiln Process), water repellant coyer} with. �t compound and paper tape. As an alternate, gypsum vermiculite masonry fill insulation, or silicone treated pertiie loose fill Venm plaster m to applied to the entire surface of Classified venom �-1 insulation add 2 hr to classification, l7 y PP 5. Foamed Plastic * - (Optional -Not Shown)-1-1/2 in. thick max, 4 ft wide baseboard with joints reinfortx -d. When square -edge gypsum board is sheathing attached to concrete blocks Item 1). used, treatment of 'joints is optional. r:­ ..... . . . Celotex Corp. —Type Thermax - ------ - UL DESIGN NO. U404 1 -HR. RATED 2 -HR. RATED *Rearing the UL Classification Marking g- Vapor Retarder, Water Earner or Weather Resistive Barrier -�- TY P E W 2 (optional -- Not shown) -- As required. 'Bearing the UL Classification Mark #26000522 M U 4 � t ~ O W �t � t i O O r- w W � � z o � � W w y ~ N M M O (- M O N -. 9 'y1 W 0 r L.0 �I Q :ARCH! INJERIOR DESIGN PLANNING r J f J y MONEY Al -_ AR 000;2 0'�, "` "" I i JMM CONSULTING ENGINEERS, LLC M.E.P. 12651 S DIXIE HIGHWAY, SUITE 209 s MIAMI, FLORIDA 33156 M *;GPI` M.A. SUAREZ CONSULTING ENGINEERS STRUCTURAL ENGINEERING 4369 SW 75TH AVENUE.^ . MIAMI, FLORIDA 33155 G PISTORINO ALAM CONSULTIN>IC - CIVIL ENGINEERING 7171 SW 62ND AVENUE, 4'I`I FLOOR MIAMI, FLORIDA 33143 A,,a OXFORD UNIVERSAL, 4311 PONCE DE LEON BLVD., CORAL GABLES, FLORIDA 33146'x, 5966 SOUTH DIXIE BUILDING,,,,,_:, 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 M A T E U A R C H I T E C T U R E I N C THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR NY CONTRACT. THE CONTENTS OF THIS,, DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED BY THE ARCHITECT/ ENGINEERS OKt RECORD. i! PHASE CONSTRUCTION DRAWINGS FILE NAME: M: \0605\CD\SHEET\AMCH\A-604.DWG PROJECT NO: MA0605 DRAWN BY: RAG CHECKED BY: RJM ISSUE DATE: SEPTEMBER 30, 2003 REVISIONS #3 04 -30 -03 BLDG COMMENTS, #711 -25 -13 OWNER REVS. ;. SHEET TITLE PARTITION TYPES 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 M A T E U A R C H I T E C T U R E I N C THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR NY CONTRACT. THE CONTENTS OF THIS,, DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED BY THE ARCHITECT/ ENGINEERS OKt RECORD. i! PHASE CONSTRUCTION DRAWINGS FILE NAME: M: \0605\CD\SHEET\AMCH\A-604.DWG PROJECT NO: MA0605 DRAWN BY: RAG CHECKED BY: RJM ISSUE DATE: SEPTEMBER 30, 2003 REVISIONS #3 04 -30 -03 BLDG COMMENTS, #711 -25 -13 OWNER REVS. ;. SHEET TITLE PARTITION TYPES