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00-0151-005 GENERAL. CONTRACTOR: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND FOR THE COORDINATION OF ALL TRADES WITHIN THE CONTRACT WHERE MET.aL- DGc�Rr3 ARE- CALLED FOR IN THE PLANS, � /� � � �I 'j' WINDOW DOCUMENTS. THE CONTRACT DOCUMENTS SHALL CONSIST OF ALL THE CONSTRUCTION DOOM' ,AND OPERATIVE UJINl7011J8: t"'ti 1 I DRAWINGS AND THE SPECIFICATIONS, IF PROVIDED, INCLUDING ALL THE DRAWINGS OF EVEfi2Y BATHROOM DOOfi� LOCK SHALL BE DE511GNEp TO PERMIT THE THE FR.`H1 Eo SHAL.Y__ELF. A3 FOLLOWS: A) 14 GAL. FOR EXTERIOR THE VARIOUS DISCIPLINES AND AS SUCH, ANY TRADE WHETHER ARCHITECTURAL, OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. AND LABELED FRAMES, 16 GAL. FOR INTERIOR FRAMES 53 7/g� STRUCTURAL, WVAC, OR ELECTRICAL SHALL BE VIEWED IN CONJUNCTION WITH ALL - -- B) ALL HOLLOILl METAL DOOPO TO BE 1-3/4' IN THICKNESS, OTHERS, AND ANY DISCREPANCIES FOUND ON THE DRAWINGS, DIMENSIONAL OR M.O. OTHERWISE, SHALL BE IMMEDIATELY BROUGHT TO THE ARCHITECT'S ATTENTION. THE EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN INSUL-<\TED WITH DURABLE SC'JN? DEADENING MATERIAL, 53 1/8' GENERAL- CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL THE DOOR FROM INSIC:)E THE CLOSET, 16 GAL_,. Fr,R EY,TE,'RIOlk L�pURb AND l8 GAL. FOR INTERIOR DOORS. CONSTRUCTION TRADES. (p AN OUTSIDE WINDOW OR DOOR OPERABLE FROM INSIDE WITHOUT USE OF C) MANUFAGTUER: FiRE DOOR CORPORATION OF FLA.t MASONRY CONSTRUCTION: TOOLS OR A KEY AND PROVIDING A CLEAR OPENING OF NOT LE65 TPAN STEELCRAPT, OR APPROVED EQUAL. MASONRY CONSTRUCTION SHALL 13E IN CONFORMANCE WITH THE TOLERANCES, QUALITY, ALL INTERIOR WOOD DOORS SHALL BE 1-3/4' IN THICKNESS AND MET14006 OF CONSTRUCTION A$ SET FORTH iN THE PORTLAND CEMENT 20' IN WIDTH/ AND 241 iN HEIGHT AND 50 60, FT, IN AREA THE BOTTOM OF SOLID CORE UNLESS OTHERWISE INDICATED. ASSOCIATION CONCRETE MASONRY HANDBOOK, ANSI A 41.1, A 412 AND aW8 STRUCTURAL THE OPENING SHALL NOT BE MORE THAN 44' OAF THE FLOOR, AND 5H�4LL � ° oo r WELDING CODE: REINFORCING STEEL (01.4). ,- � SEE DOOR SCHEDULE FOR SIZE AND TYPE ,n V) 00 N THE MAXIMUM AREA OF WALL PANELS OF 8' THICK UNIT MASONRY, AS MEASURED BE WITHIN 20 O OF GRADE. e BETWEEN THE CONCRETE MEMBERS WHICH FRAME THE W PANEL SUCH AS THE BEAMS AND TIE COLUMNS, 8HALL NOT EXCEED 240 S. F. OR BE 0 i, CONSTRUCTED OF REINFORCED MASONRY UNITS. 34 * Z 'n *QUA IPY AS xIT IN M �? GYPSUM WALL BORAD: (DRYEUJALL) w �- � � DOU�S• � -,j SHALL BE 'C' SHAPED GALVANIZED METAL STUD WITH SELF-DRILLING, SELF-YAPPING SWEET Q � C� �. W METAL SCREWS DRIVEN BELOW THE SURFACE AND SPOTTED WiTH FINISHING JOINT COMPOUND 3 u *ALL E61 E S WINDOW I44L L CON�Oi�M TO cJ' FECTION AT 8' ON CENTER AND THE SURRFACE AND SPOTTED WITH JOINT COMPOUND AT 8' ON CENTER }!� 3 i �.2 C�J� 3 OF �J' •�.B.C.0 QU A�.I FY A S EXIT l,U I ND OUJS.� AND THE JOINT$ WERE SEALED WITH TAPE AND TWO COATS OF DRYWALL COMPOUND. �/� � SILL 0i / V r us W V_ SECURITY AND FORCED ENTRY STANDARDS: M BURGLAR-RESISTANT GLASS SHALL COMPLY WITH ASTM C1036 FOR POLISHED PLATE �I I N -J GLASS. FIN 15P 2ND. W . R LL t��,. TESTS OF BU LAR-RE818tANT GLAZING MATERIALS SHALL COMPLY CONC. GONG. WITH UNDERWRITER'S. LABORATORIES STANDARD FOR SAFETY OF BURGLAR RESISTANT Z tj GLAZING MATERIALS, UL72. ASS AND GLASS-LIKE MATERIALS SHALL COMPLY WITH THE AMERICAN NATIONAL TYPICALEG WINDOW STANDARD IN8TiTUTE(AN81) STANDARD FOR TRANSPARENT SAFETY GLAZING MATERIAL SCALE: 1/4'=1'-0` USED IN BUILDING, X97.1. WH, UJN. (/) ALL EGRESS WINDOW SHALL CONFORM TO SECTION AS DRY ASII DRY �... 0 9 ALUMINUM WINDOWS SHALL. COMPLY WITH THE ARCHITECTURAL ALUMINUM V MANUFACTURER'S ASSOCIATION (AAMA) STANDARD FOR FORCED-ENTRY RESISTANT 3111,2(b) �3� OF 5F.E3.C. V = HORIZONTAL. SLIDING WINDOWS, AAMA 130215, AND ANSI/AAMA 101. — � � W SLIDING GLASS DOORS SHALL COMPLY WITH THE ARCHITECTURAL ALUMINUM SLIDING UTILITY ELECT. UTILITY maw � ? Q GLA88 DOORS, AAMA 1303.5 AND AN81/AAMA 101, /„ § DOOR LOCKS: EXTERIOR EXIT DOORS, IF OPERABLE FORM EXTERIOR, SHALL HAVE LEAST i LOCK THAT ' ; R-I1 "KET' iNSU(AT1QN IN ' IS KEY-OPERATED FROM EXTERIOR -- ROOF TIE BEAM NEW 4' DRY WALL PARTITION '��C Underground LOCKS ON EXTERIOR DOORS SHALL HAVE A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR NEW V-6' X 6'-8' X 1 3/6 Refrigerant Ilnes, LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. DOOR from AM to C/U Insulated with armaflex EXTERIOR DOORS SERVING AS PRIMARY MEANS OF EGRESS SHALL BE EQUIPPED WITH A 7/8"x 1/2"and enclose COMBINATION DEAD LATCH AND DEAD BOLT DEVICE. - >k In PVC pipe chase. Provide sleeves In Q ,. INTRUSION AND BURGLAR-RESISTANT LOCKS ON DOORS SHALL BE CAPABLE OF WINDOW / DOOR OPENING I �, passing wall z RESISTING A FORCE OF 300 LBO. APPLIED IN ANY MOVABLE DIRECTION. REMOVE EXISTING WINDOW t _ M 5 X 3' DOWELL DRILLED INSTALL 3'-0' x 6'-8' x 13i4' 7 DEAD BOLTS SHALL HAVE A BEVELED, HARDENED CYLINDER GUARD ON THE EXTERIOR IN 3/4' X 6' EPDXY GROUT NEW DOOR A$ 61�-IOWI , L� SIDE OF DOOR FILLED HOLE DE* I ry 3 t CONNECTING SCREW HEADS OF DEAD BOLTS SHALL NOT BE EXPOSED ON THE EXTERIOR I�l � Q SIDE OF DOOR, OR SHALL BE OF TAMPER-RESISTANT DESIGN. REINFORCE 2 END CELLS WITH __ LNt?Ttaill_._ _3aCIU fN�v1TiDN THE ACTIVE LEAP OF PAIRS OF SWINGING DOORS SHALL BE PROVIDED WITH /_ 2 • 5 IN CONC. PEA-ROCK MIX i NEW A�/G R2!*A, MULTIPLE-POINT LOCKS OR MULTIPLE-POINT LOCKS WHICH CONTAIN INSERTS, EACH WITH F'c•3000 P81 5/8' THROW BOLTS AND A CYLINDER LOCK REINF. G 6' CONCRETE SLAB REINF. W16 X 61 10/10 WU.M , COMPONENTS: HINGES, WITH HINGE PINS EXPOSED TO THE OUTSIDE, OF ALL EXTERIOR DOORS, 8 CMU WALL ! tK OPERABLE WiNDOWS, TRANSOMS, SKYLIGHTS AND ACCESS SCUTTLES SHALL HAVE - 16'-0' NON-REMOVABLE PiNG, OR SHALL BE OF INTERLOCKING-OTUO TYPE AND SUCH HINGE8 MEW WIDOWS TO SHALL HAVE NON-EXPOSED SCREWS. BE INSTALLED . WOOD JAMBS: DRILL 05 X 3' DOWEL I'-10' 1'-10' RS INS T140" WOOD JAMBS SHALL BE SECURED AT A MINIMUM OF 6 POINTS OF ANCHORING PER 6' INTO EXISTING SLAB T �`— 4'-6' . - 3'-4' - 4'-6 NF>�wKi AJ A2EA A.K � VERTICAL SIDE. COORDINATE LOCATION AND t FtG. IN A I' DIA4 HOLE I I SUB-BUCKS SHALL BE OF PRESSURE-MATERIAL. AT LEAST 2' NOMINAL THICKNESS, AND GEOMETRY OF OPENING'S FILLED WITH EPDXY GROUT SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3' iN LENGTH OR EQUIVALENT WITH ARCHITECTURAL A - PASTENIE DRAWINGS 34 G 34 C S7*(277N4 GOG- EXIBt, PtG. gX8 EGRESS WINDOW EGRESS WINDOW (�/ Z, (�L�2T'- tc J AMBS SHALL BE PROVIDED WITH APPROVED REINFORCING STRIKES INSTALLED WITH �� �� 3 n �y . , ��./3-�jyv_ 8CREW8 AT LEAST 3' IN LENGTH, SCREWS SHALL PENETRATE SUB-BUCKS TO A DEPTH OF exb ��1w- Cam' 40' X 8' MASONRY COL. 22' X 8' MASONRY COL. At LEAST I . � 5 V�'�t' W/ 4+5 VERT IN CONC. W/ 2+5 VERT IN CONC. GROUT 3 STEEL FRAMES: 3715 `' ' Z• �•G- GROUT FILLED CELLS FILLED CELLS AS SHOWN STEEL FRAME$ SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S AS SHOWN (SEE WALL SEE WALL REINFOR OFT) RECOMMENDATIONS, AND SHALL MEET THE OTANDARDO OF THE NATIONAL A660CIATION WALL RE HFORCING FOR REINFOR OFT) v . OF METAL MANUFACTURER'S AND UL63. EXTERIOR FRAME MATERIAL BNALL BE A MINIMUM 16-GAUGE STEEL. Nr=W MA60NR"%Y OPENING ll-/3-�v � z z 0 GLAZING AND VENT$: Scale „�,,� ,,_ter PARTIAL FLOOR PLAN PARTIAL ELECT"I"11CAL FLOOR PLAN � ,3 x GLAZING WITHIN 40 ON THE INSIDE LOCKING DEVICE OF DOORS TO THE EXTERIOR SHALL COMPLY WITH ANSI STANDARDS 21al.1. rJ' Gale 1/4'a V-0' Scale 1/4'= V-0' } VENTS iN OVERHEAD-TYPE GARAGE DOORS SHALL NOT EXCEED 6' IN LEAST DIMENSION LU AND SHALL NOT BE LOCATED CLOSER THAN 40' FROM THE IN81DE LOCK-ACTIVATION ELECTRICAL, PANEL-, A PROJECT': UNIT A DEVICE. ROOM t= INISH SCHM)ULE � SERVICE VOLTAGE. 120/240 PANEL RATING (AMP): 150 LOCATION: UTILITY ENCLOSURE: NEMA I GLAZING IN SLIDING, SWINGING DOORS AND STORE FRONTS SHALL BE SAFETY-GLAZING 1 PHASE 3 WIRE 2 POLE PROJECT SQ Ft: 400 FLUSH MOUNTED COMPLYING WITH SAPETY STANDARD FOR ARCHITECTURAL GLAZING MATERIAL AND •� CONSUMER PRODUCT SAFETY COMMISSION. Ai;ZEA FLOOR E3ASE= WALL CEILING Wl=—IGNT WFEINSCOT REMARKS CK DESCRIPT TRIP VOLTS KVA AMP$ POLE WIRE COND CK DESCRIPTION TRIP VOLTS KVA AMP$ POLE WIRE COND FiXED GLASS FOR EXTERIOR APPLICATION SHALL BE ANNEALED FLOAT GLASS, DEN MARBLE MARBLE D. WALL D. LUALL 8'-2' - - - I AIR COND 30 240 5.0 20.8 2 10 ROMEX 2 GENERAL LIC�t+t'Cs 15 120 1.1 9.2 1 14 ROMEX THICKNES8 OF GLASS SHALL BE A MINIMUM OF 1/4' FOR PANELS NOT TO EXCEED 100 3 AIR COND ROMEX 4 GENERAL LICsHT'G 15 120 I.I 9.2 I 14 ROMEX M SQ. FT IN AREA OR SHALL COMPLY WITH TABLE 35-E OF THE OP.B.C, 5 AIR HANDLER 30 240 5.0 20.8 2 10 ROMEX 6 SPARE M I' FOR WINDOWS AND GLASS PANELS OF ANNEALED FLOAT GLASS STORM SHUTTERS SHALL } BE DESIGNATED AND CONSTRUCTED TO INSURE A MINIMUM OF A 1' SEPARATION AT 7 AIR HANDLER MAXIMUM 8 SPARE �� . MAXIMUM DEFLECTION WITH COMPONENTS AND FRAMES OF COMPONENTS THEY ARE TO /�y PROTECT, NEW MPS DEMAND 55 All" CONNECT TO EXISTING PANEL OR TO SUB PANEL AS REQUIRED U . 1 2 111.1 LL THE STORM SHUTTERS DESIGN CALCULATIONS AND DETAILED DRAWINGS, INCLUDING 0 MM ATTACHMENT t0 THE MAIN STRUCTURE, SHALL. BE PREPARED BY AND BEAR THE SEAL EXISTING ROOF OF A QUALIFIED FLORIDA REGISTERED DELEGATED ENGINEER AND SHALL BE TO REMAIN u APPROVED BY THE PRODUCT CONTROL SECTION OF THE BUILDING CODE COMPLIANCE waNd OFFICE, AND SHALL BEAR THE NAME OF THE COMPANY ENGRAVED IN EVERY SECTION W OF THE SYSTEM, W DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN S 80. FT. IN SURFACE AREA SHALL BE CAPABLE CONCRETE MA50NRY MALL NOTE5 N U z OF WITHSTANDING A 400 LB. IMPACT TEST, WW TOP OF T.B. TOP of T.B. W J, ELEV. V-2' �LEv. s'-2' il' ALL WINDOW TYPES SHALL HAVE ALL MASONRY WALL5 CON5IST OF A PRODUCT'S APPROVAL CERTIFICATE. g" CMU WITH CONC, BILLED CELLS �-6�` � SUGGESTED MANUFACTURURES: ANDERSON, PELLA, PGI, PGT , W � � I AT 40 � 1 "' 5 F m= 1500 P51 OR APPROVED EQUAL. REMOVE EXISTING WINDOW z c Cq CERAMIC TILE: FLOOR$, MIN. SIZE 8'X 6' UNLESS OTHERWISE SPECIFIED PROVIDE 9 LADDER TYPE HORZ, INSTALL NEW DOOR AS W iN FINISH SCHEDULE, COMMERCIAL GRADE, NON-SLIP SURFACE, GRAY GROUT. AT Ito' O.C. TYP, t+ X ACCEPTABLE MANUFACTURERS: MOSAIC TILE C, FLORIDA TILE MFG. � ♦�r/ SILL REINFORCED CELLS WITH �! STEELCRA W Ed Ft, OR APPROVED EQUAL. GROUT HAVING WITH MIN. 8' TO 11' �; � � WALLOt t0 BE PROVIDED A$ SPECIFIED IN FINISH SCHEDULE. to SIZE: 4' X 4', SMOOTH FINISH SUOACE, GRAY GROUT EXCEPT AS NOTED. SLUMP: STRENGTH F'c= 2500 P51 FiNFL. _ FIN PL. N 1 ACCEPTABLE MANUFACTURERS: MOSAIC TILE CO., FLORIDA TILE MFG. CO., COMPLYING WITH ASTM C4"16 ELEY. 0.0 ELEV. �� u it StYLON CORP., AMERICAN OLEAN TILE MFG., OR APPROVED EQUAL, 1 , MAXIMUM LIFT UNBRACED 4' REMOVE EXISTING GARAGE COLOR SELECTION t0 BE PROVIDED BY THE CONTRACTOR MAXIMUM POUR HEIGHT 10' DOOR AND CLOSED UP. � ' .• • © I AND BY THE ARCHITECT OPENING AS SHOWN (SEE DETAIL.) � +46.0 paF +46.0 p8f + 0 of n i POUR MASONRY CELLS PRIOR TO -48.0 paf -48.0 p8f STUCCO TO MATCH EXISTING -47.0 ppf �'�`" .;,a i; Ad N VINYL TiLE WHERE PROVIDED IN THE FINISH SCHEDULE SHALL BE AS FOLLOWS: � .�' ` m THE TIE BEAM CONCRETE POUR A� W A) SOLID VINYL TiLE ( NON- ASBESTOS 12' X 12' X 18' , NON SLIP SURFACE, Q a'1 : ;+ 10 COMMERCIAL GRADE, HIGH TRAFFIC. FRONT ELEVATION RIGHT ELr=VATION T-T U. B) VINYL BASE 6' HIGH .080 GAUGE. '• !'° J�� ;•' �� Job No. I G) MANUFACTURERS : AMTlGO, ARMSTRONG , FLiNKOTE OR APPROVED EQUAL. 5ca is 1/4'= -�' �J Ca lc.° /rE.'- -�' '',,,,' �'',,�'...•••;�C ��:` OU-013 A A AL rS