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00-0151-004 i i GIEENERAL CONTRACTOR= DOOR AND OPERATIVE WINDOWS:- THE GENERAL CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND FOR THE COORDINATION OF ALL TRADES WITHIN THE CONTRACT EVERY BATHROOM DOOR LOCK SMALL BE DESUGNED TO PERMIT THE DOCUMENTS. THE CONTRACT DOCUMENTS SHALL CONSIST OF ALL THE CONSTRUCTION OPENING OF THE LOCKED DOOR FR�1 THE OUTSIDE IN AN EMEISENCY. CONC. GONG. DRAWIN6.28 AND THE SPECIFICATIONS, IF PROVIDED. INCLUDING ALL THE DRAWINGS OF EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE VARIOUS DISCIPLINES AND AS SUCH, ANY TRADE WHETHER ARCHITECTURAL, THE DOOR FROM INSIDE THE CLOSET. STRUCTURAL, "VAC, OR ELECTRICAL SMALL BE VIEWED IN CONJUNCTION WITH ALL OTHERS, AND ANY DISCREPANCIES FOUND ON THE DRAWINGS, DIMENSIONAL OR AN OUTSIDE WINDOW OR DOOR OPERABLE FROM INSIDE WITHOUT USE OF __- OtHI+R1UISE, SMALL BE IMMEDIATELY BROUGHT t0 THE ARCHITECT'S ATTENTION. THE TOOL$ OR A KEY AND PROVIDING A CLEAR OPENING OF NOT LE" THAN •��_ �a-s © - GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL 20' IN WIDTH, AND 24' IN HEIGHT AND 5.180.FT. IN AREA THE BOTTOM OF DRY n64DiQY owjl I CONSTRUCTION TRADES. THE OPENING SMALL NOT BE MORE THAN 44' OFF THE FLOOR, AND SHALL � Owl �O BE WITHIN 201•0' OF GRADE. MASONRY CONSTf�CTION: MASONRY CONSTRUCTION SMALL BE IN CONFORMANCE WIT" THE TOLERANCES,QUALITY, AND METHODS OF CONSTRUCTION AS SET FORTH IN THE PORTLAND CEMENT WHERE METAL DOORS ARE CALLED FOR IN THE PL.ANB, UTILITY ELECT. 10'x6' e 120 c PANEL A, grille - 1 0 cfm (n a� � ASSOCIATION CONCRETE MASONRY HANDBOOK, ANSI A 41.1, A 41.2 AND AM STRUCTURAL THE FRAMES SMALL BE AS, FOLLOWS: AJ 14 GAL.FOR EXTERIOR '9 �� Ur►derground ' � WELDING CODE: REINFORCING STEEL (DL4), 16 GAL.FOR INTERIOR FRAMER � � � - -- -s ---- - �- - Refrigerant brae, � W 9 N f THE MAXIMUM ARE A OF WALL PANELS OF 8' THICK UNIT MASONRY, AS MEASURED AND LABELED FRAh?ES, B) ALL HOLLOW METAL DOORS TO BE 1-3/4' IN THICKNESS, '� I I 'b \� to CAJ armaflex z i BETWEEN THE CONCRETE MEMBERS WHICH FRAME THE INSULATED WITH DURABLE SOUND DEADENING MATERIAL, \- ' ABC PANEL SUCH AS THE BEAMS AND TIE COLUMNS, SHALL NOT EXCEED 240 S.F. OR BE R-11 BLANKET INSULATION 1N 1/6'x 1/2, and enclose CONSTRUCTED OF REINFORCED MASONRY UNITS. 16 GAL. FOR EXTERIOR DOORS AND 18 GAL.FOR INTERIOR DOORS. NEW 4' DRY WALL PARTITION 1 10'x10' R/A grille- - In PVC pipe chase. ., M A ��� C)MANUFACTUER: FIRE DOOR CORPORATION OF FLAT 10'x12' aUppiy Provide eleevee to GYPS � � �� � --p-� ��� STEELCRATT, OR APPROVED EQUAL. � grille - 580 cfm passing wail U 0. Lt1 GYPSUM WALLBOARD SMALL COMPLY WITH THE STANDARDS SPECIFIED FOR THE APPLICATION ALL INTERIOR WOOD DOOR$ SHALL BE 1-3/4' IN THICKNESS NEW ?'-6' X 6'-8' X 1 3/8' DOOR F- AND FINISHING OF GYPSUM WALLBOARD ANSI A31.1 ASTM C36 AND AS1M C 415 AND SHALL -- - 0 NOT BE LESS THAN 1/1' IN TWICKNES$. STUDS SHALL BE 8PACED NO MORE tNAN 24' O.C. SOLID CORE UNLESS OTHERWISE INDICATED. _ � Co drfp above ^� FOR WOOD STUDS USE NO LESS THAN 2X4 NOMINAL THICKNESS FOR METAL STUDS USE REMOVE EXISTING WINDOW t -J n ' 'green area SEE DOOR SCHEDULE FOR SIZE AND TYPE INSTALL 3'-0' x 6'-8' x 1 3/' +/y in 'C' SHAPED GALVANIZED METAL STUD WITH SELF-DRILLING, SELF-TAPPING SHEET NEW DOOR AS BNOl�1. 4 '': "� J �+ r METAL SCREWS DRIVEN BELOW THE SURFACE AND SPOTTED WITH FINISHING JOINT COMPOUND \ oil (11 c11 AT 8' ON CENTER AND THE SURFACE AND SPOTTED WITH JOINT COMPOUND AT 8' ON CENTER - ----- 0 AND THE JOINT$ VIERS SEALED WITH TAPE AND TWO COATS OF Dir2YWALL COMPOUND. CONCRETE MA6MRY WALL NOTES DEN D. -j LL gECURITY AND FORCE ENTRY VANDDAR25: INSTALL R-30 CEILING INSULATION � � � 00 NOTE FOR EXTERIOR UJA�.1. ONLY BURGLAR•RES16TANT GLASS SMALL COMPLY WITH A$TM C1036 FOR POLISHED PLATE FOR NEW A/C AREA. � GLASS, ALL MASONRY WALLS CONSIST OF e' CMU WITI4 CONC,FILLED CELLS W W 5 At 40' �I •R9 F'm+ 1500 PSI PROVIDE +'9 LADDER TYPE ►IORX. EXISTING 6' CONCRETE SLAB W TESTS OF BURi�GLAR-RES1$tANT GLAZING MATERIALS SHALL COMPLY AT 4 O.C. 5 F' FILL 0 "1 P CED CELLS WITH R 5INF. W 16' X 6' 10/10 WJ.IM a F-� `t WIT" UNDERIWRITER& LABORATORIES STANDARD FOR SAFETY OF BURGLAR RESISTANT � � � C5 GLAZING MATERIALS,UL12. GROUT HAVING WITH MIN, e' TO 11' SLUMP: STRENGTH F'c• 2500 PSI 16'-0' CD GLASS AND GLASSLIKE MATERIALS SHALL COMPLY WITH THE AMERICAN NATIONAL COMR°LYiNG WITH A$TM 0416 MAXIMUM LIFT UNBiRAGED 4' - - - - t"" j i r STANDARD INSTITUTE(ANSI)STANDARD FOR TRANSPARENT SAFETY GLAZING MATERIAL MAXIMUM POUR HEIGHT 10' POUR MASONRY CELLS PRIOR TO MEW WIDOWS TO - R-5 INSULATION FOR W C USED IN BUILDING, X9"1.1. THE TIE BEAM CONCRETE POUR PROVIDE CLEANOUTS. BE INSTALLED -� EXTERIOR WALLS FOR ALUMINUM WINDOWS SHALL COMPLY WITH THE ARCHITECTURAL ALUMINUM 1'-10' '-6' � 3'.4' 4' i'-10' NEW A/C AREA MANUFACTURER'S ASSOCIATION IAAMA) STANDARD FOR FORGED-ENTRY RESISTANT - -- - � u � � HORIZONTAL SLIDING WINDOWS, A.AMA 13025, AND AN8I1AAMA 101. ry V N SLIDING GLASS DOORS SHALL COMPLY WITH THE ARCHITECTURAL ALUMINUM BLIDINCs --- ROOF TIE BEAM GLASS DOORS, AAMA 13035 AND ANSI/AAMA 101. 34C 34G DOO L CKO _ 6iRE88 WINDOW EGRE88 WINDOW j EXTERIOR EXIT DOORS, IF OPERABLE FORM EXTERIOR, SHALL NAVE LEAST i LOCK TWAT IS KEY-OPERATED FROM EXTERIOR. 40' X 8' MASONRY COL. 8' X 8' STARTING COL. W/ W/ 4696 VERT IN GONG. 2w.7 VERT. t°e3 TIER w 12 O.G. LOCKS ON EXTERIOR DOORS SMALL HAVE A MINIMUM OF 6000 P0661BLE KEY CHANGES OR WINDOW / DOOR OPENING GROUT FILLED CELLS LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. � � _- 05 X 3' DOWELL DRILLED 22' X 8' MA80NRY COL. = L .. i C R I CA L PL OO R PLAN XTE 3 3 3 3 3 E RIOR DOORS SERVING AS, PRIMARY MEANS OF EGRESS SHALL BE EQUIPPED WITH A IN 3/4' X 6' EPDXY GROUT W/ 2+5 VERT IN CONC. GROUT COMBINATION DEAD LATCH AND DEAD BOLT DEVICE. FILLED HOLE 8' X 8' STARTING COL. W/ FILLED CE4L6 SEE DETAIL ,{ INTRUSION AND BURGLAR-RESISTANT LOCKS ON DOO SMALL BE CAPABLE OF 205 VERT. t e3 TIES 0 12 O.C. Scale I/4'+ P-0'P-0'RS ' `+ RE818TING A FORCE OF 300 LR38. APPLIED IN ANY MOVABLE DIRECTION. - - - REINFORCE 2 END CELLS WITH 3 3 DEAD BOL.78 SHALL NAPE A BEVELED, HARDENED CYLINDER GUARD ON THE EXTERIOR � 2 M 5 IN LONG, PEA-ROCK MIX -------~---'�M __ �-------�-�------�--�---~�---�-�--�---�---�-- SPLIT SYSTEM SCHEDULE PvAC DEvGN Rr=auiREM�NTS SIDE OF DOOR F'c•3000 PSI �.00 ' F)LAN NOT EXPOSED ON THE EXTERIOR unit deetgnation A✓C 1 DUCT SMOK DETECTOR CONNECTING SCREW HEADS OF DEAD BOLTS SHALL NO BE EXPO E SIDE OF DOOR, OR SHALL BE OF TAMPER-RE816TANT DESIGN. � - area aervaed let FL. C E >( �1 8' CMU WALL Scale i/4'• 1'-0' manufacturer I�IEEM FIRE DAMPERS X Q '� THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS SHALL BE PROVIDED WITH fan call unit model no. F43MA14J06NUJAl MULTIPLY-POINT LOCKS OR MULTIPLE-POINT LOCKS WHICH CONTAIN INSERT$, EACH WITH SMOKE DAMPERS X 5/8' THROW C30L78 AND A CYLINDER LOCK - condenet unit model no. RAKA-018JAZ seer 10.1 FIRE RATED ENCLOSURE X 3 3 3 3 CMI*ONENTS; DRILL 0 5 X 3' DOWEL total caeacftq btuh 11200 FIRE RvATRD ROOF/FLOOR/CLG. X HINGES, WITH HINGE PINS EXPOSED t0 THE OUTSIDE, OF ALL EXTERIOR DOORS, 6' INTO EXISTING SLAB sensible ca acct btuh 1220x0 OPERABLE WINDOWS, TRANSOMS, SKYLIGHTS, AND ACCESS, SCUTTLES SMALL HAVE t FtG. IN A I' D1A. HOLE evaporator coil RCc:zA FIRE STOPPING X NON-REMOVABLE PINS, OR SHALL BE OK INtERLOGKING-STUD TYPE AND SUCH HINGES COORDINATE LOCATION AND FILLED WITH EPDXY GROUT SHALL NAVE NON-EXPOSED SCREWS. curl enterin condltron 80/6 d SMOKE CONTROL X GEOMETRY OF OPENING'S WITH ambient tem erature 95 deg ------------------------------------------------------------------------------------- � y ARCNITECTURRAL DRAWINGS _ EXIST. FTC. cfm supply 600 3 3 2 3 3 WOOD JAMBS SHALL BE SECURED AT A MINIMUM OF 6 POINTS OF ANCHORING PER external static promrs 030 VER7lCAJ. 81D):, haater kw 5 kw \\ + I SUB-BUCKS SHALL BE OF PRESSURE-MATERIAL At LEAST 2' NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3' IN LENGTH OR EQUIVALENT con enatng unit f a 24 I FASTENERS. WALL Volta a 240/1/60 JAMBS SHALL BE PROVIDED WITH APPROVED REINFORCING STRIKES INSTALLED WITH REINPORCING POR reftg. Itne euctron 3/8' SCREWS AT LEAST 3' IN LENGTH. SCREWS, WALL PENETRATE SUB-BUCK$ t0 A DEPTH OF refrig. the Ilq. AT LEAST 1'. NSW MASONRY OPEE N I NCA 1.5 tons M!M FI Ai"Tie Scale 1/4'■ 1'-0' 0 STEEL FRAMES SHALL BE INSTALLED iN ACZORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND SHALL MEET THE STANDARD$ OF THE NATIONAL ASSOCIATION OF METAL MANUFACTURER'S AND UL63. EXTERIOR FRAME MATERIAL SMALL BE A MINIMUM ELECTRICAL E C T R i C A L PAN E L : A PROJECT:E C T: UNIT A v 16-GAUGE STEEL. ROOM NN15H SCHEDULE } GLAZING AD�1D 1 NTg: SERVICE VOLTAGE: 120/240 PANEL RATING (AMP), 150 LOCATION: UTILITY ENCL03UREs NEMA I w GLAxiNG WITHIN 40' ON THE INSIDE LOCKING DEVICE OF DOORS TO THE EXTERIOR SHALL � AREA FLOOR 5A5E WALL CEILING HEIGHT WEINSCOT REMARKS I PNA3E 3 WIRE 2 POLE PROJECT $a FT: 400 FLUSH MOUNTED - a COMPLY WITH ANSI STANDARDS 2131.1. DEN MARBLE MARBLE D. WALL D. WALL 8'-2' --- REMARKS CK DESCRIPT TRIP VOLTS KVA AMP$ POLE WIRE COND CK DESCRIPTION TRIP VOLTS KVA AMPS POLE WIRE COND A VENTS IN OVERHEAD-TYPE GARAGE DOORS WALL NOT EXCEED 8' IN LEAST DIMENSION � I AIR COND _ 30 240 5.0 20.8 2 10 ROMEX 2 GENERAL LIGHT'G 15 120 1.1 9.2 1 14 ROMEX � AND SHALL NOT BE LOCATED CLOSER THAN 40' FROM THE INSIDE LOCK-ACTIVATION ------ -- -- -- - - -- - ---- DEVICE. 6tL1. 3 AIR COND ROMEX 4 GENERAL LIGN7'G 15 120 i.l 8.8 1 _ 14 ROMEX GLAZING IN BLIDINCs,SWINGING DOORS AND STORE FRONTS SNAIL BE SAFETY-GLAZING COMPLYING 5 AIR HANDLER 30 240 50 20`8 2 10 ROMEX 6 $PARE -F_ ui WITH SAFETY STANDARD FOR ARCHITECTURAL GLAZI MATERIAL AND CONSUMER 7 AIR HANDLER - ROME>( 8 SPARE NG I PRODUCT SAFETY COMMIS61M FINISH 2ND. FIXED GLASS FOR EXTERIOR APPLICATION SMALL BE ANNEALED FLOAT GLAD NEW DEMAND 55 AMP$ - CONNECT TO EXISTIN FLR' � � THICKNESS OF GLA88 SHALL BE A MINIMUM OF 1/4 FOR PANELS NOT t0 EXCEED � G PANEL OR t0 SUB PANEL AS, REQUIRED c) 8Q. FT IN AREA OR WALL COMPLY WITH TABLE 35-E OF THE SF B.C. TYPI /'^AL G WINDOW X M i `... U 2 BTORl'1 $Hu�� AN FLOAT GLASS STORM SHUTTER$ SHALL SCALE: I/4'•1'-?�' FOR WINDOWS AND GLASS PANELS OF ANNEALED L N011 BE! DESIGNATED AND CONSTRUCTED t0 INSURE A MINIMUM OF A IN SEPARATION At MAXIMUM DEFLECTION WITH COMPONENTS AND FRAMES OF COMPONENTS THEY ARE t0 ALL REGRESS WINDOW SHALL CONFORM TO NFPA A-101 CHAP. 21 W WITH CLEAR OPENING OF NOT LESS THAN 20' IN WITH AND 24' IN HEIGHT. 0 PROTECT. C] THE STORM SHUTTERS DESIGN CALCULATIONS AND DETAILED DRAWINGS, INCLUDING FOR WINDOW ABOVE let FLOOR BUT UNDER 20'-0' ABOVE GRADE THE SILL O uj w ATTACHMENT t0 THE MAIN STRUCTURE, SHALL BE PREPARED BY AND BEAR THE SEAL OF THE $CAPE WINDOW SHALL BE A MINIMUM 01: 421 ABOVE THAT FLOOR 01 � W � OF A QUALIFIED FLORIDA REGI$tESSO DELEGAT>D, ENGINEER AND SMALL BE TOP OF T.B. TOP OF T.P.S. w 06 APPROVED BY THE PRODUCT CONTROL SECTION OF THE BUILDING CODE COMPLIANCE 1 •61 ELEV. 8'-2' ELEV. 8'-2' OFFICE, AND WALL BEAR THE NAME OF THE COMPANY ENGRAVED IN EVERY SECTION of THE SYSTEM. - - -- W 04 DOORS, BATH AND SMO111ER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING C45EMENT WINDOW \ REMOVE EXISTING WINDOW z w � � GLAZING MATERIAL GREATER THAN 9 SQ. FT. IN SURFACE AREA SHALL BE CAPABLE OF WRTH97ANDING A 400 LB. IMPACT TEST. 53 '1/8' \ SHOWN. W tD W INSTALL NEW DOOR A$ 0: M.O. / � V ALL WINDOW TYPES SHALL HAVE A PRODUCTS APPROVAL CERTIFICATE. >83 I/8' SUGGESTED MANUFACIURURES: ANDERSON, FELLA, P31, PGT _ / W � � 0 OR APPROVED EQUAL. - - '� ■ (/') CERAMIC TILE: FLOORS,MIN. SIZE 8'X 8 UNLESS OTHERWISE SPECIFIED _ - - IN FIN!8" SCHEDULE, COMiMERCIAL GRADE,NON-SLIP SURFACE,GRAY GROUT. - --L _ _ FINFL. FINFL. ACCEPTABLE MANUFACTURERS: MOSAIC TILE C,FLORIDA TILE MFG. - - - -- - - - - -- - - - - - - ELEv. 0.m - - - - - - - - - - - - - - - - - - - ELEv. 00 f of f STEELCRAFT, OR APPROVED EQUAL. 2 00 1 WALLS* t0 BE PROVIDED AS SPECIFIED IN FINISH SCHEDULE. REMOVE EXISTING GARAGE SIZE: 4' X 4, SMOOTH FINISH SURFACE,GRAY GROUT EXCEPT AS NOTED. DOOR AND CLOSED UP OPENING AS SHOWN (SEE DETAIL) ACCEPTABLE MANUFACTURERS: MOSAIC TILE CO., FLORIDA TILY MFG. CO., - - + 3, ar +43.5 ar + 9 of STUCCO To MATCH EXISTING . 34 p�af -4'1.4ef -453 �eP �� �� r�, } STYLON COW., AMERICAN OLEAN TILE MFG., OR APPROVED EQUAL. -46.T COLOR SELECTION To BE PROVIDED BY THE CONTRACTOR ,. z A2 AND BY THE ARCHITECT •QUALIFY AS EXIT WINDOWS. y;� RY< ' VINYL TILE WHERE PROVIDED IN THE FINISH SCHEDULE WALL BE AS FOLLOWS: •ALL EGRESS WINDOW SHALL CONFORM t0 SECTION t 0 , AL W AJ SOLID VINYL TILE ( NON- ASBESTOS ) 12' X 12' X 18' , NON BLIP SURFACE, 3111.2(b)(3) OF SF.B.0/QUALIFY AS EXIT WINDOWSa FRONT ELEVATION RIGPT ELEVATION 10 0 A cf�3 �COMMERCIAL GRADE, HIGH TRAFFIC. � - 8) VINYL BASE 6' HIGH, .080 GAUGE. '- 1- '. ` Job No. E C)MANUFACTURERS : AMTICO, ARMSTRONG ,FLINKOTE OR APPROVED EQUAL. Scale I/4 + i 0 _ Scale v4 + 1 0 ra, '• ,.. . ,, 0� 013 C p C;