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08-40-139PAINT FINISH CONCRETE M STRUCTURAL FLOOR FINISI- SEE SCHEDUI UL DESIGN NO. U905 2 -HR. RATED PAINT FINISH CONCRETE BL SEE STRUCTL DRAWINGS FLOOR FINISI- SEE SCHEDUI TYP E [M71 SEALER, NO PAINT AT ELEVATOR, TRASH, ELEC., PUMP, MAIL ROOMS UL DESIGN NO. U905 2 -HR, RATED CEILING FINISH, SEE SCHEDULE 5/8" TYPE "X" GWB BOTH SIDE WITH PAINT FIN 20 GA METAL STUDS 016" 0 SOUND INSULATION (S.T.C_ 55 MIN) FLOOR FINISH, SEE SCHEDULE UL DESIGN N0. U404 1 -HR. RATED ' 2 -HR. RATED TYPE M6 TYP E W 1 3/4" LIGHT T STUCCO WITH FINISH PAINT FINISH CONCRETE W/ STRUCTURAL FLOOR FINISF SEE SCHEDUI UL DESIGN NO. U905 2 -HR. RATED TYPE M2 3/4" LIGHT T STUCCO WITH FINISH PAINT FINISH CONCRETE WA STRUCTURAL FLOOR FINISI- SEE SCHEDUI UL DESIGN NO. U905 2 -HR. RATED TYPEM7 } 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 016" O.C. SOUND INSULATION (S.T.C. 55 MIN) M.R. GWB WITH PAINT FINISH AT JANITOR'S CLOSETS FLOOR FINISH, SEE SCHEDULE TYPE FW2 UL DESIGN NO. U404 1 -HR. RATED 2 -HR. RATED SEE PLANS 0 tIOR CEILING FINISH, SEE SCHEDULE 12" ZIP -RIB METAL PANEL SYSTEM WITH BRUSH FINISH 5/8" PAPERLESS DENSGLASS GOLD EXTERIOR SHEATHING WATERPROOFING MEMBRANE 5/8" TYPE "X" GWB WITH PAINT FINISH 20 GA METAL STUDS 016" O.C.— SOUND INSULATION (S.T.C, 55 MIN) FLOOR FINISH, SEE SCHEDULE CEILING FINISH, SEE SCHEDULE 1 "X 3" PT WOOD CONT. FIRE STOP PAINT FINISH CONCRETE BLOCK WALL, SEE STRUCTURAL DRAWINGS 5/8" GWB WITH PAINT FINISH 7/8" METAL FURRING CHANNELS ® 16" O.C. RIGID BOARD INSULATION R-5 MIN— REFER TO FINISH SCHEDULE FOR FLOOR FINISH UL DESIGN NO. U905 2 -HR. RATED I � I I TYP ELj TYPE M8 CEILING FINISH, SEE SCHEDULE 1 "X 3" PT WOOD CONT. FIRE STOP 3/4" LIGHT TEXTURE STUCCO WITH PAINT FINISH .4 :. -- \ WITH PAINT FINISH - SEALER, NO PAINT CEILING FINISH, • , 4 CONCRETE WALL, SEE •. SEE SCHEDULE STRUCTURAL DRAWINGS 1-1/2" 20 GA. 12" ZIP -RIB METAL a • 4 PAINT FINISH ° PANEL SYSTEM WITH 1 "X 3" PT WOOD • 7/8" METAL FURRING BRUSH FINISH INSULATION CHANNELS @ 16" O.C. RIGID BOARD CONT. FIRE STOP INSULATION R-5 MIN - J SHAPED STUD 5 REFER TO FINISH 502 SCHEDULE FOR ` 5 A-5 �� FLOOR FINISH I • • �J UNEQUAL LEGS UL DESIGN NO. U905 I PAINT FINISH PAINT FINISH TYPE M9 • I SEALER, NO 5/8" PAPERLESS • — PAINT AT DENSGLASS GOLD • UL DESIGN NO. U469 STRUCTURAL DRAWINGS 1 -HR. RATED ELEVATOR. EXTERIOR SHEATHING TYPE H CONCRETE WALL, SEE •, CONCRETE WALL, SEE . •. APPLIED AT JUNCTION STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS OF VERTICAL AND — 5/8" GWB WITH — WATERPROOFING ° PAINT FINISH ° MEMBRANE TYPICAL • • 7/8" METAL FURRING ' PRE -APPLIED BONDING CHANNELS ® 16" O.C. WATERPROOFING ZIOR EXTERIOR ' ° INTERIOR RIGID BOARD • ° MEMBRANE TO POSITIVE INSULATION R-5 MIN SIDE OF BASEMENT WALL, SEE MFR. SPECS. FLOOR FINISH, REFER TO FINISH UL DESIGN NO. U905 5 SEE SCHEDULE 4 SCHEDULE FOR �\4 A-5 TYPE [M5] FLOOR FINISH Assembly Rating --- 1 Hour Nonbearing Wall T `l UL DESIGN NO. U905 2 -HR. RATED TYP E M 3 TYPE 'VLA UL DESIGN NO. U905 2 -HR. RATED TYPEM7 } 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 016" O.C. SOUND INSULATION (S.T.C. 55 MIN) M.R. GWB WITH PAINT FINISH AT JANITOR'S CLOSETS FLOOR FINISH, SEE SCHEDULE TYPE FW2 UL DESIGN NO. U404 1 -HR. RATED 2 -HR. RATED SEE PLANS 0 tIOR CEILING FINISH, SEE SCHEDULE 12" ZIP -RIB METAL PANEL SYSTEM WITH BRUSH FINISH 5/8" PAPERLESS DENSGLASS GOLD EXTERIOR SHEATHING WATERPROOFING MEMBRANE 5/8" TYPE "X" GWB WITH PAINT FINISH 20 GA METAL STUDS 016" O.C.— SOUND INSULATION (S.T.C, 55 MIN) FLOOR FINISH, SEE SCHEDULE CEILING FINISH, SEE SCHEDULE 1 "X 3" PT WOOD CONT. FIRE STOP PAINT FINISH CONCRETE BLOCK WALL, SEE STRUCTURAL DRAWINGS 5/8" GWB WITH PAINT FINISH 7/8" METAL FURRING CHANNELS ® 16" O.C. RIGID BOARD INSULATION R-5 MIN— REFER TO FINISH SCHEDULE FOR FLOOR FINISH UL DESIGN NO. U905 2 -HR. RATED I � I I TYP ELj TYPE M8 CEILING FINISH, SEE SCHEDULE 1 "X 3" PT WOOD CONT. FIRE STOP 3/4" LIGHT TEXTURE STUCCO WITH PAINT FINISH .4 :. -- \ WITH PAINT FINISH - SEALER, NO PAINT AT ELEVATOR • , 4 CONCRETE WALL, SEE •. STRUCTURAL DRAWINGS 1-1/2" 20 GA. 5/8" GWB WITH • PAINT FINISH ° SOUND 7/8" METAL FURRING ' ' INSULATION CHANNELS @ 16" O.C. RIGID BOARD .a INSULATION R-5 MIN - J SHAPED STUD 5 REFER TO FINISH 502 SCHEDULE FOR ` 5 A-5 �� FLOOR FINISH I \, 20 GA. WITH �J UNEQUAL LEGS UL DESIGN NO. U905 I 2 -HR. RATED AT ELEVATOR TYPE M9 • CEILING FINISH, SEE SCHEDULE 5/8" TYPE "X), GWB WITH PAINT FINISH 1" GWB PANEL \ WITH PAINT FINISH C -H SHAPED ; 4 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 SEALER, NO PAINT UNEQUAL LEGS — I FLOOR FINISH, AT ELEVATOR SEE SCHEDULE • I x CONCRETE WALL, SEE — UL DESIGN NO. U469 STRUCTURAL DRAWINGS 1 -HR. RATED SHAFT WALL SYSTEM TYPE H CEILING FINISH, SEE SCHEDULE FULL HEIGHT P, TILES ON THIN 1/2" "DUROCK" CEMENTITIOUS E (COLOR TO BE BY ARCHITECT) 20 GA METAL STUDS 016" 0 SOUND INSULATION (S.T.C. 55 MIN) FLOOR FINISH, 502 SEE SCHEDULE UL DESIGN NO. U404 1 -HR. RATED 2 -HR. RATED TYPE W2 i V• y V i W V • V i V Y riW v r w V Y y u 'Design No, x..404 Blearing Wall Rating —1 and 2 Hilt (See Items 2, 3 and 5) Nonbearing Wall Rating— land 2 Hr (See Items 2,3 and s) W Load Restricted for Canadian Applications ---- See Guid* �JV7 + Y V V V y Y `� I Hr. Configuration y /'4 f6 2 Hr. Configuration A 2 Hr. Gon tguraUoo B a 2a lit tiorlil(,l>Jrwltsfart �: _ '•' .Steel Floor ,and Ceiling IRunners ---• at o�vn --- awe s �a �w t - -- 3-1/2 in. wide by 1-1/4 in. deep fabricated from zein 20 MSG (0.'0329 2 in., rain bare rneW thickness) galvanized ,steel. Attached to floor and CEILING HoRz. SE7CTION Ceiling with steel fasteners spaced 24 in, OC max. s Z Steel Studs -•--3-1/2 ed f /2 in. wide, fabricated Wn min 241 MSG (0.0329 in., Cz 2mein Dire metal. thickness) galvanized steel; spaced ansa 16 in_ UC_ For AF__q) :.. bearing walls,, Studs shall be designed in accordance with the current FLOOR edition of the Sppecification for the Design of Cold -Formed Steel atruc- tural-mern rs by flte Ameiican Iron and Steel Institute. AD design 1. Floor and CeilingRunners -- "J" - shaped, 2-1/2 in. wide with �' details enhancing the structural integrity of the baring wall assembly, unequal legs of 1 in. and 2 in., fabricate from 24 MSG (20 MSG when Item 4A is used) galy steel. Munchers attached to structural supports Mc the axial. deli load of lite studs, shall be as specified by the with steel fasteners located not greattr than 2 in. from ends and not steel stud d. igne�r axed r producer and shall meet the requiremepts of 2. Mreater than 24 in: OC. all applicable local code agencies. Steel studs attached to floor and ceil- eet Studs-- "C -H" shaped studs, 2-1/2 in. Nide by 1-1/2 in. deep, $ runners With 3l$ in. long T S-1steel 5oirewS on �7Utli sides of fabricated from 25 MSG (20 MSG when Item 4A is used) galy steel, the studs or by gelded or boltroonn tions designed in accordaTice spaced 24 in. or 600 men QC. Vertically restrained walls require studs to be cut 3/8 in. less than flour to ceiling height. with the AISI than scation. For nozabearing walls, studs to be cut 3/83. Gypsum Wallboard*— 1 irL thick gypsum wallboard liner panels, to 3/4 in. lessaxssembly height and friction,fitted into goor and: supplied in nominal- 24 in. or 600 mm widths. Vertical edges inserted in ceilint runners . "IV shaped.section of "C -H" studs. Free edge of end panels attached3. Cementitiaus Backer Units' - 1/2 in. or 5/8 in. thick, applied verti- to lou leg of "1" runners with 1-5/8 in. long Type S head steel screws Cally or .horizontally with vertical joints centered over studs. Fastened space not renter than 12 in. 0C. to studs and runners with corrosion msistant, charnfered, ribbed wafer CANIDIAN GYPSUM COMPANY Type SLX. UNTIED STATES GYPSUM CO —Type Sf,X land screws with a m ininn n head diameter of .401 inch. For nonbear- YESO PANAMERICANO S A DH C v—Type SLx. ing systems, fastened to studs and bottom. runners with the uppermost 4. Gypsum Wallboard* — 5/n in, thio, 4 ft or 1200 mm wide, applied sews placed 1/2 in. to 2 in. below the bottom edge of the leg of the vertically and attached to studs with 1 in. lou Ti 5 steel screws to runner. Horizontal need nt)# be backedby framing. IIs - spaced 12 in. OC along the edges and in the ear of the b(sards. p joints AMERICAN GYPSUM co —Type. AG -C. teals - Smws shall be mi.n 1-2/4 in. lung and spaced 'a, max of 8 in. . CA-NADIAN GYPSUM COMPANY —Types C, IP -X2, WRC or All vertical joints shagge d one stud cavity from sum. beard verti- X. cal paints can the opposite side of studs. Hori nta� a pints and hori- CONTINENTAL GYPSUM COMPANY—Types CG -C, �CG5-5. 1 Fly' Ki G -P GYrsUM CORP, SUIS OF zontal butt joints on apposite skies of studs need. tient staggered_ . GEORGIA-PACMC CORP Type 5. 2 -Hr System - For the base layer in Configuration B, the stews shall JAMES HARDIE GYPSUM INP --Type Mlax"C"be zniri 1-1/4 in. long and spaced a max of 12 in_ OC, For the face la GYPSUM, CORr—T DIV CTR, ws shall be -1-5/8 in. long and spaced a max of 8 in. CIC, All LAFARGE CCliiP —Type LGFCwC. PABCO GYPSUM, DIV OF farce lay& joints o6et min 12 in. &orn undi rlyzng baso layer joints. PACIFIC COAST BUILDING PRODUCTS INC --Type C or Joints in either layer need not be staggered from joints on the opposite P&C• side of the wall. REPUBLIC GYPSUM CO ---Type RG -C. UNITED STATES GYPSUM C o --•- DUROCK Exterior Cement STANDARE) GYPSUM L L C —Type S(,C. TEMPLE-INLAND FOREST PRODUCTS CORP- T TG -C. Board, or DUROCK Brand Cement Board. UNITED STATES GYPSUM CO—Type C, FRX-G, ItAa, WRC 4, Batts and Blankets* -- Min 3 in. thick mineral wool insulation batts, or sex. friction -fitted between studs . PESO PANAMERICANQ S A DE C v --T rpe C, IP -x2, WRC or sex. THFFRMAMgER INC TTwithFBSA. 4A. Wallboard, Gypsum* --(As an alternate to Item 4) — 5/8 in. thick 5. Gypsum, Board* — 5/8 in. tlu square or 'tapered ed, gypsum panels, installed as described in Item 4 with Type S-12 steel applied vocally or horizontaRy with vertical joints centered over tmws. The length ands acing of the acnews as'specified under Item 4. studs. Horizontal • ints, need not be backed by framing. Fastened with (CANADIAN GYPSUM COMPANY Type F X. � UNITED STATES rYPSUM CO —Type FRX. Type S-12 stews. 1 -Hr Systim - For vertical applicatioan, fastened to 5. Batts and Blankets* — (Optional) -•-Mineral wool Batts partially or studs, and rMner5 with 1 in. long screws spaced max 8 in. OC at verti- cornpletelB filling stud cavity. cal edges and spaced max 12 in. OC Ire the field. For horizontal applica- TH M14 NER L L C —Type SAF& f 5. Eaux and Blankets* — (C>iatiot�a) --Mineral wool lyatts partially or tion, fastened to studs and runners with 1 in. long screws spaced max 8 completely filling stud cavity. in- OC. Vertical joints staggered one stud cavity from Cement board verve TI- ERM"IBE iw L L C Type SA18. tilcal joints on opposite side of stud,, Ho zantal ed.g dints and huri- *Beari.ng the UL Classification Marking zointal butt jOints On opposite side of studs need not Sta Bred. Design hla. !f9p5 2 -Hr System -.Base layer with an overlying gypsum beard ace layer, fastened with 1 in. long screws spaced max 16 in. OC to studs and nm - Bearing Want Rating -2 HR. Nonbearing Wail Rating -2 HR hers. Base layer with an overlying cement beard farce layer, fastened 1 with 1 in. long screws spaced max 12 in. CIC to studs and runners. Face layers fastened with 1-5/8 in. long screwS spaced max 16 im tC to _ 1 studs and .runners with scmws of set 8 in. from face Layer screws. Face r w, • • • * • • ' •'a a i I , ��� ' ! layer joints •�•rat ol�s+el` ruin 12 in. from base layer joints. Joints in either layer r.s,�-,IN. r: no be Ply t sea eft Pram rots on the opposite side of the wall. •? : �� : •. i r..' _ When used in widths ether than 48 in., gMum panels to be installed f 1 { i horizortrol seclion horizontally - CANADIAN GYPSUM COMPANY Types .AR, C, IP -AR, 1. Concrete Blocks* ---Various designs. Classification 0-2 (2 hr). IP -X1, UPA2, IPC -AR, SCX, SHX, WRC or WTI. See Concrete Blocks category for list of eligible manufacturers. -� 2. Mortar—Blocks laid in full bed of mortar, nam. 3/8 in. thick, of not less UNITED STATES GYPSUM CO —Type Ai -R,, >C:, FR -X -•G, IP -R, than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part IP -X1, B' -X2, WC -AR, SCX, SHX, WRC or WM E7ortland cement (prvpartianed by volume) and not mors than 50 percent USG MEXICO'S ADE C V —TypesAR, C, IP -AR, IP -XI, IP -X2, hydrated lime (by cement volume). Vertical joints staggered. 3, Portland Cement Stucco or Gypsum Pl#stem--Add 112 fir to Bassi- IPC -AR, SCX, SHX, WRC, WRX, fication if used. Where combusdbie members are framed in wall, plaster 6.. joints — Covered with glass fiber mesh tape and latex modified Port - or stucco must be applied on the face opposite framing to achieve a max. land dent mortar'OT bascvaRt or T I organic Idhesive. ClassiRcation'of 1-1/2 hr. Attached to concrete blacks (Item 1). , yl 4. Loose Masonry Fill --If all core spaces are filled with loose dry expanded 7. joints -•--- When tapered edge gypsum board is used, face layer joints S129, expanded clay or shale (Rotary Kiln .Process), wratrr repellant covered with joint compound and paper tape. As an alternate, gypsum vermiculite masonry fill insulation, or siticont treated perlite loose fill l l• d uyi •• i•f 4 V VV y' u yWy�yh #26'000522 V V • Yvry f, t, y , V V • • } U ' y y ♦ rc I H- 4 a •v iV4U � C • • S • y.7 u y tiv • YVy+� �y w Y, I ~ N m j o' m G V C � m W N At w m yl �) m � N � G m w r � U 0 Ac �, t � I ARCHITECTURE ,. °,INTFJIOR1lEt`TGNPLAIVNINC SEAL 0 RONEY I, MAT,U • , f"T AR 0006220 JMM CONSULTING ENGINEERS, LLC M.E.P. 12651 S DIXIE HIGHWAY, SUITE 209 MIAMI, FLORIDA 33156 M.A. SUAREZ CONSULTING ENGINFERS STRUCTURAL ENGINEERING 4869 SW 75TH AVENUE MIAMI, FLORIDA 33155 i PISTORINO & ALAM CONSULTING ENG. INC. j CIVIL ENGINEERING 7171 SW 62ND AVENUE, 4TH FLOOR MIAMI, FLORIDA 33143 OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA ;33133 MATFU ARCHITECTURE INC THIS DRAWING IS THE PROPERTY OF MATED ARCHITECTURE ING UNLESS OTHERWISE ITOMM FOR NY CONTRACT THE CONTENTS DF THIS DRAWING AHE CONFIDENTIAL ANO SHAD L NOT BE TRANSMITTED TO ANY PARTY WEFT AS AUTHORIZED uY THE ARCHITECT/ENCINEERS OF RECORD FHASE PERMIT DRAWINGS FILE NAME:M:\0605\CD\SH EET\ARCH\A-604.DWG it FRO.IECT NO: MA0605 DRAWN NY RAG CHECKED 1Y: RJM ISSUE DATE: DFCFMRER 10, 2007 REVISIONS insulation add 2 hr to classification. veneeraster 'app to to the enttite.sUrfact' Of Classzfled veneer SHEET TITLE 5. Foamed Plastic*---(Optional-Not Shown) -1-1/2 in. thick Max, 4 ft wide l�ascboard with joints reinforced. When square -edge gypsum board is sheathing attached to concrete blocks (Item 1). used, treatment of joints is optiona-l. Cetotex Corp. ---Type Thermax 8. Vapor Retarder, Water Barrier or Weather Resistive Barrier -- PARTITION TYPES *bearing the UL Classification Marking (Optional --- Not shown) ----- A.s required. *Bearing the UL Classification Mark _ SFICET. OF: 4 PAINT FINISH — — —_ SEALER, NO PAINT I — I AT ELEVATOR • CONCRETE WALL, SEE — STRUCTURAL DRAWINGS WATER STOPPER TO BE APPLIED AT JUNCTION OF VERTICAL AND — — HORIZONTAL SURFACES, TYPICAL PRE -APPLIED BONDING • WATERPROOFING ' MEMBRANE TO POSITIVE SIDE OF BASEMENT WALL, SEE MFR. SPECS. UL DESIGN NO. U905 2 -HR. RATED TYPE [M5] Desig2l No, U469 Assembly Rating --- 1 Hour Nonbearing Wall T TYPE W2 i V• y V i W V • V i V Y riW v r w V Y y u 'Design No, x..404 Blearing Wall Rating —1 and 2 Hilt (See Items 2, 3 and 5) Nonbearing Wall Rating— land 2 Hr (See Items 2,3 and s) W Load Restricted for Canadian Applications ---- See Guid* �JV7 + Y V V V y Y `� I Hr. Configuration y /'4 f6 2 Hr. Configuration A 2 Hr. Gon tguraUoo B a 2a lit tiorlil(,l>Jrwltsfart �: _ '•' .Steel Floor ,and Ceiling IRunners ---• at o�vn --- awe s �a �w t - -- 3-1/2 in. wide by 1-1/4 in. deep fabricated from zein 20 MSG (0.'0329 2 in., rain bare rneW thickness) galvanized ,steel. Attached to floor and CEILING HoRz. SE7CTION Ceiling with steel fasteners spaced 24 in, OC max. s Z Steel Studs -•--3-1/2 ed f /2 in. wide, fabricated Wn min 241 MSG (0.0329 in., Cz 2mein Dire metal. thickness) galvanized steel; spaced ansa 16 in_ UC_ For AF__q) :.. bearing walls,, Studs shall be designed in accordance with the current FLOOR edition of the Sppecification for the Design of Cold -Formed Steel atruc- tural-mern rs by flte Ameiican Iron and Steel Institute. AD design 1. Floor and CeilingRunners -- "J" - shaped, 2-1/2 in. wide with �' details enhancing the structural integrity of the baring wall assembly, unequal legs of 1 in. and 2 in., fabricate from 24 MSG (20 MSG when Item 4A is used) galy steel. Munchers attached to structural supports Mc the axial. deli load of lite studs, shall be as specified by the with steel fasteners located not greattr than 2 in. from ends and not steel stud d. igne�r axed r producer and shall meet the requiremepts of 2. Mreater than 24 in: OC. all applicable local code agencies. Steel studs attached to floor and ceil- eet Studs-- "C -H" shaped studs, 2-1/2 in. Nide by 1-1/2 in. deep, $ runners With 3l$ in. long T S-1steel 5oirewS on �7Utli sides of fabricated from 25 MSG (20 MSG when Item 4A is used) galy steel, the studs or by gelded or boltroonn tions designed in accordaTice spaced 24 in. or 600 men QC. Vertically restrained walls require studs to be cut 3/8 in. less than flour to ceiling height. with the AISI than scation. For nozabearing walls, studs to be cut 3/83. Gypsum Wallboard*— 1 irL thick gypsum wallboard liner panels, to 3/4 in. lessaxssembly height and friction,fitted into goor and: supplied in nominal- 24 in. or 600 mm widths. Vertical edges inserted in ceilint runners . "IV shaped.section of "C -H" studs. Free edge of end panels attached3. Cementitiaus Backer Units' - 1/2 in. or 5/8 in. thick, applied verti- to lou leg of "1" runners with 1-5/8 in. long Type S head steel screws Cally or .horizontally with vertical joints centered over studs. Fastened space not renter than 12 in. 0C. to studs and runners with corrosion msistant, charnfered, ribbed wafer CANIDIAN GYPSUM COMPANY Type SLX. UNTIED STATES GYPSUM CO —Type Sf,X land screws with a m ininn n head diameter of .401 inch. For nonbear- YESO PANAMERICANO S A DH C v—Type SLx. ing systems, fastened to studs and bottom. runners with the uppermost 4. Gypsum Wallboard* — 5/n in, thio, 4 ft or 1200 mm wide, applied sews placed 1/2 in. to 2 in. below the bottom edge of the leg of the vertically and attached to studs with 1 in. lou Ti 5 steel screws to runner. Horizontal need nt)# be backedby framing. IIs - spaced 12 in. OC along the edges and in the ear of the b(sards. p joints AMERICAN GYPSUM co —Type. AG -C. teals - Smws shall be mi.n 1-2/4 in. lung and spaced 'a, max of 8 in. . CA-NADIAN GYPSUM COMPANY —Types C, IP -X2, WRC or All vertical joints shagge d one stud cavity from sum. beard verti- X. cal paints can the opposite side of studs. Hori nta� a pints and hori- CONTINENTAL GYPSUM COMPANY—Types CG -C, �CG5-5. 1 Fly' Ki G -P GYrsUM CORP, SUIS OF zontal butt joints on apposite skies of studs need. tient staggered_ . GEORGIA-PACMC CORP Type 5. 2 -Hr System - For the base layer in Configuration B, the stews shall JAMES HARDIE GYPSUM INP --Type Mlax"C"be zniri 1-1/4 in. long and spaced a max of 12 in_ OC, For the face la GYPSUM, CORr—T DIV CTR, ws shall be -1-5/8 in. long and spaced a max of 8 in. CIC, All LAFARGE CCliiP —Type LGFCwC. PABCO GYPSUM, DIV OF farce lay& joints o6et min 12 in. &orn undi rlyzng baso layer joints. PACIFIC COAST BUILDING PRODUCTS INC --Type C or Joints in either layer need not be staggered from joints on the opposite P&C• side of the wall. REPUBLIC GYPSUM CO ---Type RG -C. UNITED STATES GYPSUM C o --•- DUROCK Exterior Cement STANDARE) GYPSUM L L C —Type S(,C. TEMPLE-INLAND FOREST PRODUCTS CORP- T TG -C. Board, or DUROCK Brand Cement Board. UNITED STATES GYPSUM CO—Type C, FRX-G, ItAa, WRC 4, Batts and Blankets* -- Min 3 in. thick mineral wool insulation batts, or sex. friction -fitted between studs . PESO PANAMERICANQ S A DE C v --T rpe C, IP -x2, WRC or sex. THFFRMAMgER INC TTwithFBSA. 4A. Wallboard, Gypsum* --(As an alternate to Item 4) — 5/8 in. thick 5. Gypsum, Board* — 5/8 in. tlu square or 'tapered ed, gypsum panels, installed as described in Item 4 with Type S-12 steel applied vocally or horizontaRy with vertical joints centered over tmws. The length ands acing of the acnews as'specified under Item 4. studs. Horizontal • ints, need not be backed by framing. Fastened with (CANADIAN GYPSUM COMPANY Type F X. � UNITED STATES rYPSUM CO —Type FRX. Type S-12 stews. 1 -Hr Systim - For vertical applicatioan, fastened to 5. Batts and Blankets* — (Optional) -•-Mineral wool Batts partially or studs, and rMner5 with 1 in. long screws spaced max 8 in. OC at verti- cornpletelB filling stud cavity. cal edges and spaced max 12 in. OC Ire the field. For horizontal applica- TH M14 NER L L C —Type SAF& f 5. Eaux and Blankets* — (C>iatiot�a) --Mineral wool lyatts partially or tion, fastened to studs and runners with 1 in. long screws spaced max 8 completely filling stud cavity. in- OC. Vertical joints staggered one stud cavity from Cement board verve TI- ERM"IBE iw L L C Type SA18. tilcal joints on opposite side of stud,, Ho zantal ed.g dints and huri- *Beari.ng the UL Classification Marking zointal butt jOints On opposite side of studs need not Sta Bred. Design hla. !f9p5 2 -Hr System -.Base layer with an overlying gypsum beard ace layer, fastened with 1 in. long screws spaced max 16 in. OC to studs and nm - Bearing Want Rating -2 HR. Nonbearing Wail Rating -2 HR hers. Base layer with an overlying cement beard farce layer, fastened 1 with 1 in. long screws spaced max 12 in. CIC to studs and runners. Face layers fastened with 1-5/8 in. long screwS spaced max 16 im tC to _ 1 studs and .runners with scmws of set 8 in. from face Layer screws. Face r w, • • • * • • ' •'a a i I , ��� ' ! layer joints •�•rat ol�s+el` ruin 12 in. from base layer joints. Joints in either layer r.s,�-,IN. r: no be Ply t sea eft Pram rots on the opposite side of the wall. •? : �� : •. i r..' _ When used in widths ether than 48 in., gMum panels to be installed f 1 { i horizortrol seclion horizontally - CANADIAN GYPSUM COMPANY Types .AR, C, IP -AR, 1. Concrete Blocks* ---Various designs. Classification 0-2 (2 hr). IP -X1, UPA2, IPC -AR, SCX, SHX, WRC or WTI. See Concrete Blocks category for list of eligible manufacturers. -� 2. Mortar—Blocks laid in full bed of mortar, nam. 3/8 in. thick, of not less UNITED STATES GYPSUM CO —Type Ai -R,, >C:, FR -X -•G, IP -R, than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part IP -X1, B' -X2, WC -AR, SCX, SHX, WRC or WM E7ortland cement (prvpartianed by volume) and not mors than 50 percent USG MEXICO'S ADE C V —TypesAR, C, IP -AR, IP -XI, IP -X2, hydrated lime (by cement volume). Vertical joints staggered. 3, Portland Cement Stucco or Gypsum Pl#stem--Add 112 fir to Bassi- IPC -AR, SCX, SHX, WRC, WRX, fication if used. Where combusdbie members are framed in wall, plaster 6.. joints — Covered with glass fiber mesh tape and latex modified Port - or stucco must be applied on the face opposite framing to achieve a max. land dent mortar'OT bascvaRt or T I organic Idhesive. ClassiRcation'of 1-1/2 hr. Attached to concrete blacks (Item 1). , yl 4. Loose Masonry Fill --If all core spaces are filled with loose dry expanded 7. joints -•--- When tapered edge gypsum board is used, face layer joints S129, expanded clay or shale (Rotary Kiln .Process), wratrr repellant covered with joint compound and paper tape. As an alternate, gypsum vermiculite masonry fill insulation, or siticont treated perlite loose fill l l• d uyi •• i•f 4 V VV y' u yWy�yh #26'000522 V V • Yvry f, t, y , V V • • } U ' y y ♦ rc I H- 4 a •v iV4U � C • • S • y.7 u y tiv • YVy+� �y w Y, I ~ N m j o' m G V C � m W N At w m yl �) m � N � G m w r � U 0 Ac �, t � I ARCHITECTURE ,. °,INTFJIOR1lEt`TGNPLAIVNINC SEAL 0 RONEY I, MAT,U • , f"T AR 0006220 JMM CONSULTING ENGINEERS, LLC M.E.P. 12651 S DIXIE HIGHWAY, SUITE 209 MIAMI, FLORIDA 33156 M.A. SUAREZ CONSULTING ENGINFERS STRUCTURAL ENGINEERING 4869 SW 75TH AVENUE MIAMI, FLORIDA 33155 i PISTORINO & ALAM CONSULTING ENG. INC. j CIVIL ENGINEERING 7171 SW 62ND AVENUE, 4TH FLOOR MIAMI, FLORIDA 33143 OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA ;33133 MATFU ARCHITECTURE INC THIS DRAWING IS THE PROPERTY OF MATED ARCHITECTURE ING UNLESS OTHERWISE ITOMM FOR NY CONTRACT THE CONTENTS DF THIS DRAWING AHE CONFIDENTIAL ANO SHAD L NOT BE TRANSMITTED TO ANY PARTY WEFT AS AUTHORIZED uY THE ARCHITECT/ENCINEERS OF RECORD FHASE PERMIT DRAWINGS FILE NAME:M:\0605\CD\SH EET\ARCH\A-604.DWG it FRO.IECT NO: MA0605 DRAWN NY RAG CHECKED 1Y: RJM ISSUE DATE: DFCFMRER 10, 2007 REVISIONS insulation add 2 hr to classification. veneeraster 'app to to the enttite.sUrfact' Of Classzfled veneer SHEET TITLE 5. Foamed Plastic*---(Optional-Not Shown) -1-1/2 in. thick Max, 4 ft wide l�ascboard with joints reinforced. When square -edge gypsum board is sheathing attached to concrete blocks (Item 1). used, treatment of joints is optiona-l. Cetotex Corp. ---Type Thermax 8. Vapor Retarder, Water Barrier or Weather Resistive Barrier -- PARTITION TYPES *bearing the UL Classification Marking (Optional --- Not shown) ----- A.s required. *Bearing the UL Classification Mark _ SFICET. OF: