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HomeMy WebLinkAboutFloor PlanBUILDING OCCUPANCY F/ EGRESS OCCUPANCY TYPE A-2" BUILDING OCCUPANCY F/ FIXTURE COUNT OCCUPANCY TYPE "A-2" FIXTURE REQUIREMENTS ROOM AREA, (s.f.) AREA PER PERSON s.f. OCCUPANCY ALLOWABLE ROOM AREA (3 f) AREA PER PERSON s.f. OCCUPANCY ALLOWABLE LOCATION GENDER OCCUPANCY TOTAL 2 REQUIRED FIXTURES TOILET LAV. URINALI D.F. WOMEN LOCKER/LOUNGE 350 50 7 WOMEN LOCKER/LOUNGE 350 50 7 BUILDING (� ON A-2) MEN 375 '55 ,2 'eoo _ 1 WOMEN 375 5 200 MEN LOCKER/LOUNGE 750 50 15 MEN LOCKER/LOUNGE 750 50 15 5 2 NA. COMMERCIAL KITCHEN 2,412 200 12 COMMERCIAL KITCHEN 2,412 200 12 OFFICE/ATTENDANT 621 100 6 OFFICE/ATTENDANT 621 100 6 GOLF STORE 2,123 30 71 GOLF STORE 2,123 30 71 EXISTING BANQUET 1,782 15 119 EXISTING BANQUET 1,782 15 119 EXISTING REST / BAR 1,719 15 115 EXISTING REST / BAR 1,719 15 115 TOTAL REQUIRED MEN 5 2 — 1 PRIVATE DINING 404 15 27 PRIVATE DINING 404 15 27 WOMEN 5 2 N.A. NEW DINING/BAR 2,972 15 198 NEW DINING/BAR 2,972 15 198 TOTAL PROVIDED MEN 6 10 6 MEETING 704 15 47 MEETING 704 15 47 WOMEN 6 10 1 N.A.2 ACCESSORY AREAS 4,920 300 16 ACCESSORY AREAS 4,920 300 16 - COVERED TERRACE/PAV 1,755 15 117 TOTAL PUILDING OCCUPANCY 750 TOTAL BUILDING OCCUPANCY 633 I II II I III III IIL_�-_III II II FLOOR PLAN SCALE: 3/32" = 1' - 0" i THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED GY FIELD INSPECTORS THAT MAY BE NECESSARY IW ORDER TO COMPLY WITH ALL APPLICABLE CODES. AREA IN ACCORDANCE / SECTION 004 1 FFPCCCORDANCE 1011:7.3.1.2 SYMBOL OCCUPANY S.F OF OCCUPANY OCCUPANCY OCCUPANY OCCUPANCY TYPE SPACE FACTOR FACTOR ® BUSINESS 621 S.F. 100 GROSS 6.21 100 GROSS 6.21 ® STORAGE (MERC) 240 S.F. 300 GROSS .08 300 .08 (OTHER) 280 S.F. 500 GROSS .56 ® KITCHEN 2,412 S.F. 200 GROSS 12.06 100 GROSS 24.12 LOCKER ROOMS 1,103 S.F. 50 GROSS 22.06 50 22.06 MERCANTILE 2,123 S.F. 30 GROSS 70.76 30 GROSS 70.76 ASSEMBLY 0 (UNCONCENTRATED) 7,581 S.F. 15 NET 505.4 15 NET 505.4 ACCESSORY AREAS/ 4,920 S.F. 300 GROSS 16.4 NA TOTAL 19,280 S.F. 634.4 630 m [a— rn CA z Zz 0 OO it H w � W w a w Q � 0 0 0 O z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. ( j r l rci U � U O BASHAM & LUCAS DESIGN GROUP, INC. PLANNING -ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 J DRAWN BY CHECKED BY DATE 1-7-2014 JOB NO. 13-40 SHEET NO. A0,v I I DESCRIPTION: PROVIDE DEMOLITION AND MODIFICATIONS TO THE EXISTING BUILDING. WORK INCLUDES DEMOLITION AND REMOVAL OF PARTS, RELOCATION OF PARTS, TERMINATION AND RELOCATION OF UTILITIES, CUTTING, PATCHING, CLEANING, ADJUSTING, REFINISHING AND ALL INCIDENTAL RELATED WORK. CONDUCT OPERATIONS TO PREVENT INJURY TO ADJACENT FACILITIES AND PERSONS. PROTECT, AND/OR REPAIR DAMAGE TO ALL SYSTEMS SCHEDULED TO REMAIN ADJACENT TO DEMOLITION. 2. DEMOLITION: DEMOLISH AND REMOVE PARTITIONS OF BUILDING AS SHOWN AND REQUIRED TO ADD THE NEW CONSTRUCTION INDICATED, SHORING, BRACING AND UNDERPINNING SHALL BE PROVIDED BY CONTRACTOR. NO CUTTING SHALL BE PERFORMED TO STRUCTURAL MEMBERS UNLESS INDICATED, OR UNLESS SPECIFIC APPROVAL IS GRANTED BY THE ARCHITECT. CUTTING SHALL BE PERFORMED NEATLY TO ALLOW SATISFACTORY PATCHING THAT WILL BLEND WITH ADJACENT SURFACES. PATCH WORK SHALL BE ACCOMPLISHED WITH MATERIALS MOST SIMILAR TO THE EXISTING WORK AND WORK SHALL CONFORM TO THE ACCEPTED STANDARD OF WORKMANSHIP OF THE AREA, PROTECTION SHALL BE PROVIDED AT ALL OPENINGS IN THE BUILDING AND FINISHES TO MAINTAIN THE BUILDING WEATHER AND DUST TIGHT. FLAME CUTTING WILL BE PERMITTED ONLY ON STEEL PARTS AND ONLY WHEN AT LEAST ONE PERSON IS STANDING BY EXCLUSIVELY WITH A FIRE EXTINGUISHER WITHIN 10 FEET OF THE WORK. DEBRIS FROM THE WORK SHALL BE PROMPTLY REMOVED FROM THE SITE AT3 LEAST DAILY. PROVIDE DUST FILTERS AT EXISTING HVAC UNITS DURING DEMOLITION AND REPLACE FILTERS AT CONCLUSION OF DEMOLITION. DEMO CONTRACTOR SHALL PROVIDE TEMPORARY PARTITIONS FOR CONTROL OF DUST, NOISE, THERMAL & MOISTURE PROTECTION OF PESTS. WALL LEGEND F:.-iSTING WALL TO BE REMOVED: REMOVE EXISTING WALL. PATCH AND REPAIR ADJACENT WALLS, FLOOR AND CEILING AS NECESSARY FOR NEW FINISHES, TYPICAL. EXISTING WALL TO REMAIN. PATCH AND REPAIR AS NECESSARY FOR NEW FINISHES, TYPICAL. DEMOLITION PLAN SCALE: 1/9" 1 — 0" f[CMVVC IiVIVIi OUlAD IIV THAT TENT WAS SITTING CONIC SLAB WALKWAY REMOVE DRY TRIPLE ARCH ON UPPER WALL TOWARDS CEILINGRATCH (DRYWALL AS REQUIRED FOR SMI'JOTH FINISH, REFER TO I.D. DRAWINGS FOR NEW WALL TREATMENT MOVE/DISCARD OR & FRAME THESE PLANS AND ALL PROPOSED WORK ARE SUDJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CAUTION CONTRACTOR SHALL ONLY RE=MOVE LOAD BEARING WALLS UPON ASSURED SHORING -OF LOAD BEARING ••ills mm m zz Fe o O� rr My U PQ W Q O Z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 4 4 4 •. 4 a 4 4 • 4 l; r. 7645 C3ATIB PARKWAY, #201 JACKSONVUL% FWRMA 3=M (%4) 731-2323 FAX P" 73126" Web". www: .cam lic. NoL: AA260005M 1C26000508 r� r n "Z I DRAWN BY MTL __. _Y CHECKED BY mm DATE 1-7-2014 JOB NO. 1340 REMOVE ENTIRE C IN KITCHEN AREA GENERAL DEMOLITION NOTES DESCRIPTION: PROVIDE DEMOLITION AND MODIFICATIONS TO THE EXISTING BUILDING. WORK INCLUDES DEMOLITION AND REMOVAL OF 1. PARTS, RELOCATION OF PARTS, TERMINATION AND RELOCATION OF UTILITIES, CUTTING, PATCHING, CLEANING, ADJUSTING, REFINISHING AND ALL INCIDENTAL RELATED WORK. CONDUCT OPERATIONS TO PREVENT INJURY TO ADJACENT FACILITIES AND PERSONS. PROTECT, AND/OR REPAIR DAMAGE TO ALL SYSTEMS SCHEDULED TO REMAIN ADJACENT TO DEMOLITION. 2. DEMOLITION: DEMOLISH AND REMOVE PARTITIONS OF BUILDING AS SHOWN AND REQUIRED TO ADD THE NEW CONSTRUCTION INDICATED, SHORING, BRACING AND UNDERPINNING SHALL BE PROVIDED BY CONTRACTOR. NO CUTTING SHALL BE PERFORMED TO STRUCTURAL MEMBERS UNLESS INDICATED, OR UNLESS SPECIFIC APPROVAL IS GRANTED BY THE ARCHITECT. CUTTING SHALL BE PERFORMED NEATLY TO ALLOW SATISFACTORY PATCHING THAT WILL BLEND WITH ADJACENT SURFACES. PATCH WORK SHALL BE ACCOMPLISHED WITH MATERIALS MOST SIMILAR TO THE EXISTING WORK AND WORK SHALL CONFORM TO THE ACCEPTED STANDARD OF WORKMANSHIP OF THE AREA. PROTECTION SHALL BE PROVIDED AT ALL OPENINGS IN THE BUILDING AND FINISHES TO MAINTAIN THE BUILDING WEATHER AND DUST TIGHT. FLAME CUTTING WILL BE PERMITTED ONLY ON STEEL PARTS AND ONLY WHEN AT LEAST ONE PERSON IS STANDING BY EXCLUSIVELY WITH A FIRE EXTINGUISHER WITHIN 10 FEET OF THE WORK. DEBRIS FROM THE WORK SHALL BE PROMPTLY REMOVED FROM THE SITE AT LEAST DAILY. PROVIDE DUST FILTERS AT EXISTING HVAC UNITS DURING DEMOLITION AND REPLACE FILTERS AT CONCLUSION OF DEMOLITION, DEMO CONTRACTOR SHALL PROVIDE TEMPORARY PARTITIONS FOR CONTROL OF DUST, NOISE, THERMAL & MOISTURE PROTECTION OF PESTS. WALL LEGEND EXISTING WALL TO BE REMOVED: REMOVE EXISTING WALL. PATCH AND REPAIR ADJACENT WALLS, FLOOR AND CEILING AS NECESSARY FOR NEW FINISHES, TYPICAL. EXISTING WALL TO REMAIN. PATCH AND REPAIR AS NECESSARY FOR NEW FINISHES, TYPICAL. DEMOLITION PLAN REMOVE SUSPENDED ACOUSTICAL TILES & GRID WORK THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED SY FIELD INSPECTORS THAT MAY BE NECESSARY IN 02,DER M COMPLY WITH ALL APPLICA[3LE C©DES. REFLECTED CEILING PLAN SCALE 1/6' _ i' - 0" GINNIE THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMBED TO SUCH USE. 7"5 GATE PARKWAY, #201 JACKSONVHIA FWRMA 32236 (904) 731-2323 FAX Mill) 7312699 Web": www:I I doc nAalm Lic. Nm: AA2600M LC2600M r DRAWN BY CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO. � IF -- I �i OF B�IfING m zz 0 0 o V) LLI 0 Ld 6 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP. AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. WALL LEGEND: USE 8" CMU AT BELOW 2 INDICATES EXISTING WALL ALL NEW WINDOW - TYP2. REFER TO SHEET Al.la OF WINDOW TYPE "C" —FOR ENLARGED PLAN OF INDICATES NEW 8" C.M.U. THIS AREA INDICATES NEW STUD WALL INDICATES SOUND ATTENUATION _--- --- --��J LILL BLANKET GENERAL NOTES: X, NO DRAWINGS. IF DIMENSIONS ARE IN I— Q C RACTOR-JIS RESPONSIBLE FOR ELEC GENERAL N DRAWINGS O� C 5 Q I G T OBTAININ R -THE ARCHITECT BEFORE II CONTINUING WI HTHE WORK--_--- _J L —1 L ___I L __1 L If M E 7RH20 C R PRIVATE MERCH :% THE EVENT OF ANY DIS PANCI U IN THE GS OR :E DINING STOR CRE OFFICE LnL�j 0 NEW OPENII G 17115� CONFLICTS BETWEEN HE I CTURAL ENGINEERS, IN EXISTIN I DRAWIN AND THOSE OFTHE E C TRACTOR DOL Z R 103 Ql !03) CMU WALL I \HEAD SHALL B REQUIRED TO NOTIFY THE ARCHI I LL; L RE 111001 i 100 21 01 STOR L03BY NEW OPENING PRO PROCEEDI G WITH THE WORK. m IN EXISTING -121 1 04-] co F II F _1 El 1�1 �e) CMU WALL ALL NEW NTERIOR WALLS AR _­r-M­ET,� SUDS (U.N 104 BY 8// E ni VERIFY MATCH EXISTI ALL & FINIS THICK 101IIIIII luu ALL EXTERIOR LLS ARE8" CIVIL) U. .0.), VERI INFILL WA -MATCH GOLF 121 M H WALL & SIH THICKNESS. EXISTING "HINKNESS' SHOP El 14 RESTAURANT 114 1148 FROM ALL INTERI DIMENSIONS GIVEN ARE FROM ACE OF STUD 3 I 111 1 I I I I III lu TO FACE F STUD OR BLOCK CR COLUMN ENTERLINE (U.N. E _m EXTERI DIMENSS ARE FROM FACE OF LOCK TO FACE ASSIST OF OCK OR C CENTERLINE (U.N.0 PRO II R 00ENING E 110 7 IN EXISTING 122 CMU WALL W OP 6 'o- ♦ ♦ O KIT �W"6W WINE MEE ME ME Mml mmwft im 110 1=05 NEW OPEN111 G 61- IN EXISTING �RESS RESTRM CMU WALL S PRIVATE DRE S (D 105 I I117 DINING 0 16- 2 EN 6. 61-5tv 16-4/2 1 Ott 4/, Y2 to "6 1 10 Y2 15'-8 III O I I — -- --- �� — — 12681 ix /00000\..[�. 2 1�� I cy 41 Lldl BADHAM 25 13 N 3.6 & LUCAS M 0 MlE IME Mimi mim mimmi mmimmo alummiiiii Mimi ummi mimm mimm ME mium MIN 0 ME Em 50-4- B DESIGN GROUP, INC. PLANNING-ARCBrfRCn=qAND8CAFE ol d / \ I ( \ /13 C;, 3_9 B 7645 GATE PARKWAY, #201 TACKSONVnJA FLORMA 32256 (904) 7312323 FAX (9" 7312699 Wobdft: W"o scc:-), LkNos.: AA260005M LC260005M A3.1 Lo _110 REFER TO SHEET Al.lc co 2. I I G oI IREFER TO SHEET Al.lb 'u-) FOR ENLARGED PLAN OF FOR ENLARGED PLAN OF 0 PAVILION THIS AREA THIS AREA I - [Efl I I 7/, 0 N 1j. li-I I 1 04 r 1% C14 04 r 1-04 BAR MEMBER 11251 Aff Is FLU PLAN OF ' ZA 7 lo c r y A_l� SCALE: 1/8" 0 l' 2 1 l'- 1 OY2 " 1 l'- 1 OY2 �3 EXISTING BUILDING AR (ENCLOSED) 9,470 SF ADDITION 9,810 SF 15'. - 1 Oj/,, " 15 TOTAL ENCLOSED/CON ITIONED AREA :19,280 SF SF 17'- 1 ()y" COVERED TERRACECON . . ...... IL COVERED PORCH 1,197 SF 88'-OY4" TOTAL AREA UNDER OF :22,751 SF / _ _� '.!j___ftmmw ME Min mom wimm mim 7 REFER TO SITE PLAN, ISHEET SP1.1 FOR/tXTENT OF r SIDEWALK, PARKING & OTHER SITE RELATED INFORMATION. REFER TO SHEET A1.4 REFER TO _,�HEET Hl.l '___� FOR ALTERNATE ENCLOSED FOR ENLAIED PLAN OF PLAN OF PAVILION RETAINING , ALL & STEPS DRAWN BY NITL CHECKED BY mm DATE 1-7-2014 JOB NO. 1340 SHEET NO. Al*l NEW WALK—IN COOL FREEZER, RE: FOOD SERVICE DRAWINGS NEW SCREEN WALL, COLUMNS & GATES, SEE SHEET 12,15 & 16/H1.1 GENERAL NOTES: DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WIT HTHE WORK. IN THE EVENT OF ANY DISCREPANCIES FOUNG IN THE DRAWINGS OR CONFLICTS BETWEEN THE ARCHITECTURAL DRAWINGS AND THOSE OFTHE ENGINEERS, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. ALL NEW INTERIOR WALLS ARE 4" METAL SUDS (U.NO.) VERIFY & MATCH EXISTING WALL & FINISH THICKNES AND ALL NEW EXTERIOR WALLS ARE 8" CMU (U.N.O.), VERIFY & MATCH WALL & FINSIH THICKNESS. ALL INTERIOR DIMENSIONS GIVEN ARE FROM FACE OF STUD TO FACE OF STUD OR BLOCK OR COLUMN CENTERLINE (U.N.O.) EXTERIOR DIMENSIONS ARE FROM FACE OF BLOCK TO FACE OF BLOCK OR COLUMN CENTERLINE (U.N.O.) ALL DOORS TO BE LOCATED 6" (VERIFY WIDTH OF DOOR TRIM W/ I.D. DRAWINGS) FROM ADJACENT WALL OF COUNTER OR CENTERED IN WALL (U.N.O.) SEE SHEET A5.1 FOR DOOR & WINDOW SCHEDULE AND REFER TO I.D. DRAWINGS FOR FINISH SCHEDULE. REFER TO FOOD SERVICE DRAWINGS FOR KITCHEN EQUIPMENT AND BAR EQUIPMENT LAYOUT AND SPECIFICATIONS WALL LEGEND: 7 INDICATES EXISTING WALL INDICATES NEW 8" C.M.U. INDICATES NEW STUD WALL INDICATES SOUND ATTENUATION BLANKET NEW BAR & BAR BACK IN ITS KEY NOTES: Cry ENTIRETY — SEE I.D. DRAWINGS 1. FIRE EXTINGUISHER, VERIFY LOCATIONS W/ LOCAL FIRE MARSHALL FIRE MARSHALL. 1A. EXISTING FIRE EXTINGUISHERS — VERIFY LOCATION 2. LINE OF SOFFIT/SKYLIGHTS ABOVE 3. BUILT—IN CASEWORK (RE: I.D. DRAWINGS) 4. FLOOR DRAIN, RE: PLUMB 5. SOUND ATTENUATION BLANKET 6. MOP SINK, RE: PLUMB 7. 1 1/2" MTL. FURRING OVER C.M.U. 8. PROVIDE 4" CONCRETE SLAB RECESSED 6" UNDER NEW WALK—IN COOLER/FREEZER — COORDINATE W/ FOOD SERVICE DRAWINGS — SEE DETAIL 16/H1.2 9. STRUCTURAL POST, RE: STRUCTURE FOR SIZE NOTE: REFER TO FOOD SERVICE DRAWINGS FOR LOCATION OF ADDITIONAL REQUIERD BLOCKING/BACKING I THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED VY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FLOOR PLAN SCALE: 1 /4" = 1' - 0" monsoon THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. BASHAM & LUCAS DESIGN GROUP, INC. riANN¢i6MRCFDTHCfURB iwlIDSGPB 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 W"te: www-.bashamlucas.com Lic. Nos.: AA26000586 LC26000508 DRAWN BY MTL CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO. Al. a GENERAL NOTES: 1 DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN 1 QUESTION 'THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WIT HTHE WORK. t N IN THE EVENT OF ANY DISCREPANCIES FOUNG IN THE N I DRAWINGS OR CONFLICTS BETWEEN THE ARCHITECTURAL I DRAWINGS AND THOSE OFTHE ENGINEERS, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE ARCHITECT BEFORE I I PROCEEDING WITH THE WORK. C° r ALL NEW INTERIOR WALLS ARE 4" METAL SUDS (U.NO.) 1 VERIFY & MATCH EXISTING WALL & FINISH THICKNES AND 1 ALL NEW EXTERIOR WALLS ARE 8" CMU (U.N.O.), VERIFY & MATCH WALL & FINSIH THICKNESS. 1 ALL INTERIOR DIMENSIONS GIVEN ARE FROM FACE OF STUD TO FACE OF STUD OR BLOCK OR COLUMN CENTERLINE (U.N.O.) EXTERIOR DIMENSIONS ARE FROM FACE OF BLOCK TO FACE OF BLOCK OR COLUMN CENTERLINE (U.N.O.) 1 ALL DOORS TO BE LOCATED 6" (VERIFY WIDTH OF DOOR TRIM I W/ I.D. DRAWINGS) FROM ADJACENT WALL OF COUNTER OR CENTERED IN WALL (U.N.O.) SEE SHEET A5.1 FOR DOOR & WINDOW SCHEDULE AND REFER TO I.D. DRAWINGS FOR FINISH SCHEDULE. REFER TO FOOD SERVICE DRAWINGS FOR KITCHEN EQUIPMENT AND BAR EQUIPMENT LAYOUT AND SPECIFICATIONS WALL LEGEND: I /j//,/,/--- INDICATES EXISTING WALL � I r o INDICATES NEW 8" C.M.U. I I "00 I��' oD INDICATES NEW STUD WALL 1 INDICATES SOUND ATTENUATION B LAN KET I KEY NOTES: (D'-) 1. FIRE EXTINGUISHER, VERIFY � I LOCATIONS W/ LOCAL FIRE MARSHALL FIRE MARSHALL. `o 1 1A. EXISTING FIRE EXTINGUISHERS - VERIFY LOCATI'Cr , � e 2. LINE OF SOFFIT/SKYLIGHTS ABOVE I 3. BUILT-IN CASEWORK (RE: I.D. DRAWINGS) 4. FLOOR DRAIN, RE: PLUMB i 5. SOUND ATTENUATION BLANKET 6. MOP SINK, RE: PLUMB 7. 1 1/2" MTL. FURRING OVER C.M.U. 8. PROVIDE r-" CONCRETE SLAB RECESSED 6" UNDER NEW WALK-IN COOLER/FREEZER - COORDINATE W/ FOOD SERVICE DRAWINGS - SEE DETAIL x/H1.1 9. 12"" SQUARE PLAIN COMPOSITE COLUMN AROUND STRUCTURAL POST, RE: STRUCTURE 10. ROOF ACCESS LADDER, RE: 4/A3.5 11. FIREPLACE & SURROUND, RE: I.D. DRAWINGS I 0'57 1' ,3. 7 5 \t - - IVILL_I o of UI1 149A 149 r 0 in ° C14913 I T � 150 N UTIL 2 10 I 4 I 148jt L 148 3'-9y2" '-1" 6'-8-3 6'-1y4" 5,_591 6" ACCE TOILE 149C(D 01 r U 7 O -N 151A NI \ L O° rI CD Ln / o� o c° MENS cc LA V on FILL IN EXISTING OPENING, 150 —MATCH WALL WIDTH AND FINISH ON BOT„; SIDES o 2'_0" ' 6 ° MEETING MENS C146) C14ROOM LOCKER r1550151 JAN I � ^, 146 STORAGE -152 16'-6" ANTI ROOM 15619'-5" FILL. IN EXISTING OPENING, -MATCH WALL WIDTH AND FINISH ON BOTH SIDES 8'-6" 6'-4" 57 1 1'-2" SHOWE 151E 15IOB)151B5'-5 2'-6y4" '�9'- 0 4"5,_93� 18'-2)/" 4 PATRON TERRACE 158 9 r 5'-9" 7'-0" 5'-4" 1'-6" 7'-9" 214UTIL 00 I 5'-53/ „ 3�-73/4, 3,-9„° 9'-0" 6'-9" OF BUILDING 9'-0" 6'-9" �147 T 5 144B2AC S_T IL 44 144B144C6 -5y4 NF --� FWOMENS I 1 1 � Uao T1144 T144C �---_JL711 � 141RTJ I14L —_ —1 l—.NI 43S5 0II�W°AVJS IL___IIIL �I 147 ° 2' F-�III� �LOCKEROMENS I�_ —_ 145 � —_ zN 1711I� F _ I ILI1IL 11 145 SHOWER i L _11L�-11 1 147E �� 145B < i71 1�/1 5'-53/F" 15'-8y2„ Q�9' -1 oh" 27'-1" 5'-5" 16'-4y2" 0 1 6' 4" a M I 00 r THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONSREQUIRED SY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORUER TOf*bOMPLY WITH ALL APPLICABLE CODES. FLOOR PLAN SCALE: 1/4" = 1' — 0" ern■■■ THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 4� 4 4 ah 4 1111110111111 4 r M 7"S QATE PARKWAY, #201 JAC[SONVU.1A FWRMA 32256 (904) 731 2323 F" (404) 7312699 wdxft: www: .Dorn l'ia. Nos}.: AA26000586 IA 2600M DRAWN BY 1r11 L CHECKED BY mm DATE 1-' 2014 JOB NO. 1340 SHEET NO. Am AL WALL LEGEND: INDICATES EXISTING WALL INDICATES NEW 8" C.M.U. INDICATES NEW STUD WALL INDICATES SOUND ATTENUATION BLANKET KEY NOTES: �f 1. FIRE EXTINGUISHER, VERIFY LOCATIONS W/ LOCAL FIRE MARSHALL FIRE MARSHALL. 1A. EXISTING FIRE EXTINGUISHERS - VERIFY LOCATION 2. LINE OF SOFFIT/SKYLIGHTS ABOVE 3. BUILT-IN CASEWORK (RE: I.D. DRAWINGS) 4. FLOOR DRAIN, RE: PLUMB 5. SOUND ATTENUATION BLANKET 6. MOP SINK, RE: PLUMB 7. 1 1 /2" MTL. FURRING OVER C.M.U. 8. PROVIDE 4" CONCRETE SLAB RECESSED 6" UNDER NEW WALK-IN COOLER/FREEZER - COORDINATE W/ FOOD SERVICE DRAWINGS - SEE DETAIL x/H1.1 9. 12"" SQUARE PLAIN COMPOSITE COLUMN AROUND STRUCTURAL POST, RE: STRUCTURE 10. ROOF ACCESS LADDER, RE: 4/A3.5 11. FIREPLACE & SURROUND, RE: I.D. DRAWINGS GENERAL NOTES: DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WIT HTHE WORK. IN THE EVENT OF ANY DISCREPANCIES FOUNG IN THE DRAWINGS OR CONFLICTS BETWEEN THE ARCHITECTURAL DRAWINGS AND THOSE OFTHE ENGINEERS, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE \ ARCHITECT BEFORE PROCEEDING WITH THE WORK. ALL NEW INTERIOR WALLS ARE 4" METAL SUDS (U.NO.) VERIFY & MATCH EXISTING WALL & FINISH THICKNES AND} ALL NEW EXTERIOR WALLS ARE 8" CMU (U.N.O.), VERIFY & MATCH WALL & FINSIH THICKNESS. ALL INTERIOR DIMENSIONS GIVEN ARE FROM FACE OF STUD TO FACE OF STUD OR BLOCK OR COLUMN CENTERLINE `.. (U.N.O.) EXT. DIMENSIONS ARE FROM FACE OF BLOCK TO -- FACE OF BLOCK OR COLUMN CENTERLINE (U.N.O.) -� ALL DOORS TO BE LOCATED 6" (VERIFY WIDTH OF DOOR TRIM W/ I.D. DRAWINGS) FROM ADJACENT WALL OF COUNTER OR CENTERED IN WALL (U.N.O.) _- SEE SHEET A5.1 FOR DOOR & WINDOW SCHEDULE AND REFER TO I.D. DRAWINGS FOR FINISH SCHEDULE. REFER TO FOOD SERVICE DRAWINGS FOR KITCHEN -- EQUIPMENT AND BAR EQUIPMENT LAYOUT AND SPECIFICATIONS 2'-3" 9, 0,9 6'-9" 9'-09, 6' -L9» 6' 4" 118 R ®T UTIL 4� mm 136 U 4 � ACC S T01 E 138E 13 6'-5" 13 C LO \ — WOMENS � p TOILET I I { 5-5" 38C _ 1 5 \ S OW N \ \ 1 ; 137 - ° ° WOMAENS LOCKER 136 13: 137 IL o� o I II 1376 SHOWER 137B 6'r 499 I 5' —5 99 27'-1" 7 MEMBER r 12 t VESTIBULE 5 I` — M 135� T LET Q 12 0_ MENS - ) TOILET 1296 ' SH 0 UTS _ - 1 B \ 4 ° 4 4 Inf3 /1y4 6 -7/4 '-7 6'-4" / 3 1 ACC; S Fj` �� T011_ T (po 129C _ ° 128A� p LO =izO� SHOWER ° \ I � " 128 128 - 0 -�- I - N — �� 12'-33/49f 2'-10" 3'-5" 0 I 22'-5%" MENS AV 6» 1328 133 6-' JAN L1321 N I 0 O I DK N I o h 7 ,° 2 Ln rL �ti I N 127 3'-4" 3'-0 i I 10'-4 4» 1 12' WIDE x 1'-6" HIGH 5 \ OPENING IN WALL W/ 6„ MOTORIZED SHUTTER, 3'--6" AFF, RE: I.D.DRAWINGS MENS i \ E a LOCKER 3 9131B 130 i MEMBER 7R _ N VESTIBULE i a N 14 ; KITCHEN 3.6 9'-1oy4" 5'-53/4» ca i \7 3'-6y2" 15'-3"wi 7"-O" 1 5'-0" MEMBER TERRACE 00 159 iv 7B i KITCHEN 126 i 126 i 4 00 R3 5 - I 266 .r i I 2 THESE PLANS AND ALL PROPOSED WORK `L \ \ ARE SUBJECT TO ANY CORRECTIONS 13 \ REQUIRED UY FIELD INSPECTORS THAT 3.s \ MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 125 \ / \ \ 125B \� MEMBER / BAR / \ 2 O 12° j \ t ___._ 4 \ FLOOR PLAN SCALE: 1 /4" = 1 f Q„ r m r� zz o 0 o' � u w Q H w a 0 6 z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. SHEET NO. Al 0 REPLACE EXISTING 2x2 SUSPENDED CEILING WITH NEW SUSPENDED DRYWALL CEILING — TYP O O 10 A2.1 0 O O O M Main 1 0 O KI CHE po 0 1 REPLACE EXISTING 2x2 SUSPENDED CEILING WITH NEW SUSPENDED DRYWALL CEILING — TYP O 0 O m 0 7 co) 6wo LEI iwe rw0 M 0 * REPLACE EXISTING 2x2 SUSPENDED -CEILING WITH NEW SUSPENDED DRYWALL CEILING — TYP a 0 O/ Q o ®.. C3 12(] 9 p G 0 9 o GOLF o o SHOP Q 119 0 0 o ci . //. H 2 A2.1 b rO WALL LEGEND: �///, INDICATES EXISTING WALL INDICATES NEW 8" C.M.U. INDICATES NEW STUD WALL INDICATES SOUND ATTENUATION BLANKET GENERAL NOTES: DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR! IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WIT HTHl_ WORK. IN THE EVENT OF ANY DISCREPANCIES FOUNG IN THE DRAWINGS OR CONFLICTS BETWEEN THE ARCHITECTURAL DRAWINGS AND THOSE OFTHE ENGINEERS, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. COORDINATE LOATION OF ALL LIGHTING, CEILING DIFFUSERS, EXIT SIGNAGE AND OTHER CEILING DEVICES WITH MECHANICAL ANDELECTRICAL DRAWINGS. ALL NEW CEILINGS HEIGHTS TO BE 9'-4" A.F.F. (LION) 6 A2.1 KEY NOTES: C��i C° U 2 co ;� 0 5 3.1 , "0 2. 1. NEW SUSPENDED CEILING IN THIS AREA — 9. CROWN MOULDING — RE: I.D. DRAWINGS ',� QO A MATCH EXISTING. 7 ® © . 10. SKYLITGHTS ®O •0 2. . EXISTING GYP. BD. CEILING IN THIS AREA, REPAIR AS REQUIED AFTER EXISTING WALLS 11. CASED OPENING ® 9'-6" AFF — RE: I.D. " � REMOVED AND NEW WALLS CONSTRUCTED. DRAWINGS '; $ ;1 3. NEW GYP. BD. CEILING — MATCH EXISTING 12. LASED OPENING 08 —0 AFF — RE: I.D. +• . CONSTRUCTION. DRAWINGS , 4' ;;•* �{ #. , \ \ .........AR / / 4. NEW T&G WOOD CEILING (SHIM TO PROVIDE 13. ROOF OVERFLOW DRAIN'S OUTLETS — RE: .;;• '.' ":.' FLAT SURFACE) — REFER TO I.D. DRAWINGS FOR MECH THESE PLAINS AND ALL PROPOSED WORK \ PROFILE &FINISH. ARE SUBJECT TO ANY CORRECTIONS: 10 —6 REQUIRED RY FILL® INSPECTORS THAT 5. STRUCTURAL BEAM &BRACKET MAY BE NECESSARY IN ORDER TO 6. FAKE WOOD BEAM — REFER TO I.D. DRAWINGS COMPLY WITH ALL APPLICABLE CODES. FOR DETAILS. 7• HARDIE PANEL SOFFIT W/ SOFFIT VENT - MAT.:H EXISTING. 8° ROOF ACCESS PANELBRUE7FLECTED CEILING PLAN THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE. FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 7645 GATE PARKWAY, #201 JACKS .F, FLOR11DA 32236 (904) 731-2323 FAX (904) 731-2699 Webalb- www-bmbmlwu=m Licc. Nm. AA26000586 L4C26000508 DRAWN BY mm CHECKED BY mm DATE 1-7 2014 JOB NO. 1340 SHEET NO. SCALE: 1 /8" = 1' - 0" SINGLE —PLY MEMB TAPPERED INSULAT Y8" PER FOOT MIN SHEATHING ON PR WOOD TRUSSES EXISTING STANDING SEAM METAL ROOF ANU UU'WN)t'UU I J, I IL INTO STORM, RE: CIVIL DS STEEL TUBE IN EACH CLERESTO-RNAT PLAN THESE PLANS AND ALL PROPOSED WORK "' ARE SUBJECT TO ANY CORRECTIONS HEQUIRED SY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. INTO STORM, RE: CIVIL CD V71 Z G ®cr, ~ 02 H O V) aC) F-1 w Q O Z OEM THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. Pei ISE 24 BASHAM & LUCAS DESIGN GROUP, INC. PLANNING •ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlueas.com Lic. Nos.: AA26000586 LC26000508 DRAWN BY MTL CHECKED BY MTL DATE 1-7-201.4 JOB NO. 13-40 SHEET NO. A1,03 GENERAL NOTES: DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WIT HTHE WORK. IN THE EVENT OF ANY DISCREPANCIES FOUNG IN THE DRAWINGS OR CONFLICTS BETWEEN THE ARCHITECTURAL. DRAWINGS AND THOSE OFTHE ENGINEERS, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. ALL NEW INTERIOR WALLS ARE 4" METAL SUDS (U.NO.) VERIFY & MATCH EXISTING WALL & FINISH THICKNES AND ALL NEW EXTERIOR WALLS ARE 8" CMU (U.N.O.), VERIFY & MATCH WALL & FINSIH THICKNESS. ALL INTERIOR DIMENSIONS GIVEN ARE FROM FACE OF STUD TO FACE OF STUD OR BLOCK OR COLUMN CENTERLINE (U.N.O.) EXTERIOR DIMENSIONS ARE FROM FACE OF BLOCK TO FACE OF BLOCK OR COLUMN CENTERLINE (U.N.O.) EXISTING SCALE: 1 /8" = 1' - 0" EXISTING BUILDING AREA (ENCLOSED) : 9,470 SF ADDITION : 9,810 SF TOTAL ENCLOSED/CONDITIONED AREA :19,280 SF COVERED TERRACE 2,274 SF COVERED PORCH 1,197 SF TCTAL AREA UNDER ROOF :22,751 SF REFER TO SITE PLAN, SHEET SP1.1 FOR EXTENT OF SIDEWALK, PARKING & OTHER SITE RELATED INFORMATION. m_j AL -+ , (FROMG -4 HT SIDE E EVATION :e rl%1 1 1 N V IN IvIl IL L�, I" OF GRADE, RE: CIVIL WALL LEGEND: INDICATES EXISTING WALL rTTTT - INDICATES NEW 8" C.M.U. INDICATES NEW STUD WALL INDICATES SOUND ATTENUATION BLANKET EXISTING BUILDING T.O. SLAB ELEV. 0'-0" — ROOF CONSTRUCTION: STANDING SEAM METAL ROOF, (MATCH EXISTING), OVER WEATHERPROOF UNDERLAYMENT ON ROOF SHEATHING ON WOOD TRUSSES (RE: STRUCT) ---��,` WALL CONSTRUCTION: J" PAINTED STUCCO OVER 8" CMU (RE: STRUCT.) d. ..... 0 .:. ALTERNATE REFLECTED-CE-ING PLAN... I�o p .......................................... p 7 .... - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED RY FIELD INSPECTORS THAT MAY BE MECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, INSULATED IMPACT VIEW FROM 18th HOLE GLASS IN ALUM FRAME APPROXIMATE LINE OF GRADE, ALTERNATE RE: CIVIL REAR ELE VATION 11 (FROM A1.4 ABOVE SCALE: 1 /8"=1'--O" r m zZ 0 0 a �V) rA w 0 w Q 0 O ==Jz THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 7"S GATE PARKWAY, M01. JACKSONVUAA FIARII3A 32.256 (904) 731-2323 FAX (904) 731-2699 ibe: .00ad Ijr. ram.: AA260005M LA 26M n a DRAWN BY MT r CHECKED BY MTL DATE 1-7 2014 JOB NO. 1340 SHEET NO. t EXISTING BUILDING T.O.OIL SLAB '�FELEV. 0'-0" ROOF CONSTRUCTION: STANDING SEAM METAL ROOF, OVER WEATHERPROOF UNDERLAYMENT ON ROOF SHEATHING ON WOOD TRUSSES (RE: STRUCT) PREFINISHED ALUM GUTTERS & DOWNSPOUTS, TIE INTO STORM, RE: CIVIL' MATCH STOREFRONT FRAME---P' WALL CONSTRUCTION: J" PAINTED STUCCO OVER 8" CMU (RE: STRUCT.) ROOF CONSTRUCTION: STANDING SEAM METAL ROOF, OVER WEATHERPROOF UNDERLAYMENT ON ROOF SHEATHING ON WOOD TRUSSES (RE: STRUCT) --,�_, PREFINISHED ALUM GUTTERS & DOWNSPOUTS, TIE INTO STORM, 12 RE: CIVIL �\ 4�-� TIMBER BRACKET, REUSE/ MATCH EXISTING t WALL CONSTRUCTION:" PAINTED STUCCO OVER 8" CMU (RE: STRUCT.) T.O. SLAB Y ELEV. 0 —0 12 SOU (FROM A1.1) ■ 12 7� A A _ B .ti .,. •, t .4 APPROXIMATE LINE 0 GRADE, RE: CIVIL —INSULATED IMPACT GLASS IN ALUM FRAME LINE OF NEW WALK-IN COOLER/ FREEZER, SEE ENLAGED PLANS ON SHEET A1.1 a & KITCHEN DRAWINGS REMOVE WALK-UP COUNTER," - PATCH & REPAINT STUCCO AS REQUIRED IN ORDER TO MATCH ADJACENT SURFACE/FINISFi REMOVE EXISTING WINDOW, INFILL—/ WITH CMU TO MATCH EXISTING WALL THICKNESS, PATCH & REPAINT STUCCO AS REQUIRED IN ORDER TO MATCH ADJACENT SURFACE/FINISH MAI EXISTING BUILDING ELEVATION SCALE: 1 /8"=1 '-0" ROOF CONSTRUCTION: STANDING SEAM METAL ROOF, OVER WEATHERPROOF UNDERLAYMENT ON ROOF SHEATHING ON WOOD TRUSSES (RE: STRUCT) 4 � Sm pON VIA EAST ELEVATION (FROM A1.1) SCALE: 1 /8"=1 '-0" REMOVE ANGLE SUPPORT & VERTICAL LEG OF BRACKET IN (4) LOCATIONS, SEE RIGHT SIDE ELEVATION 10/A2.1 & STRUCTURAL DRAWINGS F/ REINFORCEMENT �.... Nil NEW OPENI G R REF TO NLARGED PLANS ON SHEET A1.1 a FOR SIZE OF NEW COOLE /FREEZER DOOR & OPENING IN EXISTING CMU WALL WEST ELEVATION REMOVE EXISTING DOOR & FRAME, INFILL WITH CMU TO MATCH EXISTING WALL THICKNESS, PATCH & REPAINT STUCCO AS REQUIRED IN ORDER TO MATCH ADJACENT SURFACE/FINISH --PREFINISHED ALUM GLITTERS & DOWNSPOUTS, TIE INTO STORM, RE: CIVIL EXISTING BUILDING C INlcl 11 ATi IAAl Jrtl.11J: mvul BL2499 EXISTING BUILDING ABER BRACKET, REUSE/ TCH EXISTING WALL CONSTRUCTION:" PAINTED STUCCO OVER 8" CMU (RE: STRUCT.) INSULATED IMPACT CLASS IN ALUM FRAME WALL CONSTRUCTION: J" PAINTED STUCCO OVER 8" CMU (RE: STRUCT.) ROOF CONSTRUCTION: STANDING SEAM METAL ROOF, OVER WEATHERPROOF UNDERLAYMENT ON ROOF SHEATHING ON WOOD TRUSSES (RE: STRUCT) RE: CIVIL - INSULATED IMPACT GLASS IN ALUM FRAME WALL CONSTRUCTION: J" PAINTED STUCCO OVER 8" CMU (RE: `.STRUCT.) EXTERIOR FINISHES: —EXISTING METAL ROOF TO BE REPAINTED — RE: SPECS —EXISTING STUCCO TO BE REPAINTED — RE: SPECS TIMBER BRACKET, REUSE/ MATCH EXISTING PREFINISHED ALUM GUTTERS & DOWNSPOUTS, TIE INTO STORM, RE: CIVIL — INSULATED IMPACT GLASS IN ALUM FRAME — WALL CONSTRUCTION: I" PAINTED STUCCO OVER 8" CMU (RE: STRUCT.) ,�:a t i . d. ROOF CONSTRUCTION: STANDING SEAM METAL ROOF, OVER WEATHERPROOF UNDERLAYMENT ON ROOF SHEATHING ON WOOD TRUSSES (RE: STRUCT) INSULATED IMPACT GLASS IN ALUM FRAME PREFINISHED ALUM GUTTERS & DOWNSPOUTS, TIE INTO STORM, RE: CIVIL _ TRUSS BRG.rik ELEV. 21'-0 BEAM BRG. � ELEV. 10'-6 q T.O. SLAB ELEV. 0'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUDJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. m W zz F� o N � w 0 H w a 0 6 z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED i0 SUCH USE. 7645 DATE PARKWAY, #201 JACKSONV=i, FL )RMA 32236 (904) 731-2323 PAX 731-2699 w�vv: �com 13a.Nm: l 1 DRAWN BY MTL CHECKED BY ]NIm DATE 1-7 2014 JOB NO. 1340 SHEET NO. (FROM A1.1 SCALE: 1/8"=1'-0" R INSULATE GLASS IN WALL COI STUCCO STRUCT.) PREFINIS AND DO) I NTO ST( ROOF CONSTRUCTION: STANDING SEAM METAL ROOF, OVER WEATHERPROOF UNDERLAYMENT ON ROOF SHEATHING ON VA -ma iia TIM01 INSULATED 1MPAI GLASS IN ALUM WALL CONSTRUC STUCCO OVER F STRUCT.) T.Q. SLAB ELEV. 0'-0" (FROM A1.1 & A2.1) 13 T.O. SLAB ELEV. 0'-0" SCALE: 1 /811=1 '--0" ROOF CONSTRUCTION: METAL. ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON PRE IENG. WOOD FRAMING (RE: STRUCT MEMBER TERRACE 141 159 it I NLI11111 A Q (FROM A1.1) AI SCALE: 1 /8"=1 '-0" EXTERIOR FINISHES: —EXISTING METAL ROOF TO BE REPAINTED — RE: 'SPECS —EXISTING STUCCO TO BE REPAINTED — RE: 'SPECS ROOF CONSTRUCTION: STANDING SEAM METAL ROOF, OVER WEATHERPROOF UNDERLAYMENT ON ROOF SHEATHING ON (FROM A1.1, A2.1 & A2.2) J I UIiLU UV Gft O \JMU lf\C.: STR U CT. ) SCALE: 1 /8"=1 '-0" �TLI"/ILIYIUI\/ "L_VYLI\TPPERED BUILDGI \ SECTION JA PER FOOTSON M MIN) OVERS EXTERIOR 1 0 SHEATHING ON WOOD FRAMING (FROM A1.1, A2.1, 12/A2.2 & 13/A3.3) SCALE: 1 /8"=1'— Olt r.mr 11qr m&wum.ww__ VVMLL UUIV J I RU1, I IUPC a rMIIN II CU STUCCO OVER 8" CMU (RE: STRUCT.) COUNTER, STUCCO AS R TO MATCH --....._=/FINISH STING BUILDING J ,r SKYLIGHT W/ LAMINATED GLASS & FACTORY INSTALLED SOLAR SHADE .15 2 BY VEL_UX, MODEL # FS M08 A3 3l \ 3. CONTACT: KEN MOODY PH: (864) 941-4859 SINGLE -PLY MEMBRANE OVER TAPPERED INSULATION (SLOPED i Y8— PER FOOT MIN) OVER EXTERIOR I SHEATHING ON PRE ENGINEERED WOOD TRUSSES WOMENS G LOCKER 137 i THESE PLANS AND ALL PROPOSED WORy WC') M N S ARE SUBJECT TO ANY CORRECTIONS 1 1 LO ER REQUIRED VY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 4" CONC. SLAB ON GRADE W/ WWF 6X6— W1.4X W1.4 ON VARPOR BARRIER & COMPACT SUBGRADE BUILDING SECTION m rA zz 0 0 a 1�1 W N w H w a 0 z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UMITED TO SUCH USE. PI.AAIId NO- •L ' 7"5 GATE PARKWAY, #201 .TACKSONVnIA FWRMA 32236 (904) 731-2323 FAX (904) 731-2.699 Wabd*: www: .oam Lio. hos.: AA26000M LC26000508 j DRAWN BY CHECKED BY MIL DATE 1-? Z014 JOB NO. 1 (FROM A1.1 & A2.2) SCALE: 1 /Op.=1'-O" IN (FROM A1.1 & 10/A2.2 SCALE: 1 /8"=1'-0" SHEET NO. A292 SECURED TO T►ubbL - 35�8„ RE: STRUCT. FOR STRAPS & HOL f )DOWN 1 x6 STAINED T?vG CEILING, SHIM AS REQUIRED F/ LEVEL SURFACE HARDIE SOFFIT PANELS TO BOTTOM OF 2x4 FRAMING, PROVIDE— CONT 2" SOFFIT VENT c 00 (FROM 13/A3.1 & 13/A3.2) COLUMN/BEAM CENTERLINE ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) PREFINISHED ALUM GUTTERS AND DOWNSPOUTS, TIE INTO STORM, RE: CIVIL L � A3,4 T.O. BEAM ELEV. 10' -O "�_ 1 x3 #1 P.T. TRIM ON 2x8 #1 P.T. FASCIA (PAINTED) 2X SUB FASCIA HARDIE SOFFIT PANELS TO BOTTOM OF 2x4 FRAMING, PROVIDE CONT 2" SOFFIT VENT STUCCO FINISH ON PREFORMED 2x FOAM SHAPE COLUMN/BEAM CENTERLINE INSULATED IMPACT GLASS IN ALUM FRAME - --- (� — r TRUSS BRG. _� -: ELEV. 10'-0" TIMBER BRACKET, REUSE/ MATCH EXISTING SEALANT & BACKER ROD CASEING BEAD WALL CONSTRUCTION:" IO PAINTED STUCCO OVER CID WALL CONSTRUCTION:" PAINTED 8" CMU (RE: STRUCT.) STUCCO OVER PAPER BACKED LATH, WEATHER RESISTANT BARRIER ON _ T.O. SLAB 1 /2" EXT. SHEATHING ON WOOD ELEV. 0'-0" r— FRAMING 14 STUCCO FINISH ON PREFORMED A35 2x FOAM SHAPE - SLOPE ALL HORIZONTAL SURFACES TO PROMOTE POSITIVE DRAINAGE 3'-3" 1 A3.1 1W�A�L�LEC�TID SN SCALE: 1 1 /2 "=1 ' - 0" 12 6 ROOF* CONSTRUCTION: STANDING 2 SEAM METAL ROOF, OVER WEATHERPROOF - 6 UNDERLAYMENT ON ROOF SHEATHING ON WOOD TRUSSES (RE: STRUCT) a NGLE PLY MEMBRANE ROOFING L-IN ON 'TAPERED INSUL. (SLOPE Y8" PER FT. MIN), EXT. SHEATHING, AND WOOD FRAMING--------\ BUILDING SECTION SECURE TRUSSES TO BEAM, RE: STRUCT. FOP, STRAPS & HOLDDOWN (0 I (FROM A1.1, 1.2 & A1.3) SEALANT & BACKER ROD �1 1 x6 STAINED T&G CEILING, SHIM AS REQUIRED F/ LEVEL SURFACE STEEL BEAM, RE: STRUCT. WALL CONSTRUCTION: J" PAINTED STUCCO OVER PAPER BACKED LATH, WEATHER RESISTANT BARRIER ON 1 /2" EXT. SHEATHING ON STUD FRAMING ARCH MOULDING SPECTIS, MODEL # BL2499 OR EQUAL SHIM AS REQUIRED 10" SQUARE +,f�lv POSITE PVC COLUMN WRAP ARO STEEL TUBE - RE: STRL II■■ :� ; - : - /fit,/�'_ = -- ----MIL:: Mill • _ 12 7" SCALE: 1 /8"=1 '—O" SCREEN WA EQUIPMENT, & ROOF PL LOCATION EXTEND SIN, UP BACK SI SECURE UN SINGLE PLY ON ROOF B WOOD FRAM SINGLE PLY ON TAPERE[ PER FT. MR AND WOOD 1 x6 STAINE[ SHIM AS RE LEVEL SURF SEALANT & BACKER RO[ %" STUCCO STRUCT.), 1 RIGID INSUL MFER TOP OF ' AS SHOWN CRETE PIER & FOOTIN( STRUCT. COLUMNBASE 14 SCALE: 3/4"= —0„ (FROM 13/A3.1) SCALE. 3/4"=1'—O" ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) /—R-30 BATT INSULATION 1 16 A3,3 SINGLE PLY MEMBRANE ROOFING ON TAPERED INSUL. (SLOPE )6" PER FT. MIN), EXT. SHEATHING, AND WOOD FRAMING INSULATED IMPACT GLASS M NIN MB R IN ALUM FRAME„ RE: } WINDOW SCHEDULE ON SHEET A5.2 B B B STUCCO ON 8" CMU (RE: STRUCT.), 1 J" METAL FURRING, RIGID INSULATION,)¢" GYP. BD. 4" CONC. SLAB ON GRADE W/ WWF 6X6— W1.4X BARRIER &C W1.4 ON VARPOR OMPACT SUBGRADEE (FROM A3.1 & 2/A2.1) SCALE: 1 /8"=1'-0" BUILDING SECTION " STUCCO ON 8" CMU (RE: STRUCT.) T.O. CMU ELEV. 15'-4" TRUSS BRG• � ELEV. 8' T.O. SLAB ELEV. 0'-0" (FROM A1.1, 6/A2.1 & SCALE: 1 /8"=1'-0" 2/A2.2) LINE OF RTU, RE: MECHANICAL DRAWINGS FOR ACTUAL (LOCATION SINGLE PLY MEMBRANE ROOFING ON TAPERED INSUL. (SLOPE )9" PER FT. MIN), EXT. SHEATHING, AND WOOD FRAMING SECURE TRUSSES TO CMU, RE: STRUCT. FOR STRAPS & HOLDDOWN - 0. ,CMU ELEV. 10'-0" )�" GYP BD. ON METAL FURRING ON f=ACH SIDE OF 8" CMU (RE:— STRUCT) 4" CONC. SLAB ON GRADE W/ WWF 6X6-- W1.4X W1.4 ON VARPOR BARRIER & COMPACT SUBGRADE I a a c -- THESE P ARE SI REQUIR MAY 1 COMPLY a /A a a a 4 a d �6 ad a --4 WALL SECTION ,„ , 16 SCALE: 3/4„=1 —0 (,FROM 7/A2.2) ROOF DRAINS, RE: PLUMBING MS ARID ALL PROPOSED WORK IQJECT TO ANY CORRECTIONS ED SY FIELD INSPECTORS THAT 3EUCESSARY ➢W ORDER TO WITH ALL APPLICABLE CODES m atea�►► z F� O w w z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. PLAMJII 0 • 4.Afa361 18 7645 43ATE PARKWAY, #201 JAC KSONVIiJ.B, FLORMA 3ZM (904) 731-2323 FAX (9" 731-2699 Wdxibo; www:baLem�toaae�oom ik. Nos.; AA260005M IX26000308 I DRAWN BY m mCHECKED BY DATE 1-7 2014 JOB NO. 1340 (FROM 7/A2.2 15 WALL SECTION (FROM 7/A2.2) SCALE: 3/4"=1 '-0" 12 6 IXI IXI IXI 1 x6 STAINED T&G CEILING, SHIM AS REQUIRED F/ LEVEL SURFACE DE FAIL (FROM 10/A2.2) SCALE: 1 1 /2"= l'—O" ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON 2X8 WOOD FRAMING (RE: STRUCT) ICOLUMN/BE, CENTERLINE ROOF CONS - ROOFING ON UNDERLAYME DECKING ON WOOD TRUS' STRUCT) 1 x6 STAINEL CEILING,SHR REQUIRED F LEVEL SURF EXTEND SINGLE PLY MEMBRANE UP BACK SIDE OF WALL AND SECURE UNDER METAL ROOFING SINGLE PLY MEMBRANE ROOFING ON TAPERED INSUL. (SLOPE Y4" PER FT. MIN), EXT. SHEATHING, AND WOOD FRAMING DETAIL (FROM 12/A2.2 & 13/A3.3 ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON 2X8 WOOD FRAMING (RE: STRUCT) 1 x4 #1 P.T. TRIM ON 2x8 #1 P.T. FASCIA (PAINTED) WALL CONSTRUCTION:" PAINTED STUCCO OVER PAPER BACKED LATH, WEATHER RESISTANT BARRIER ON 1 /2" EXT. SHEATHING ON STUD FRAMING INSULATED IMPACT GLASS IN ALUM FRAME, RE: DOOR SCHEDULE ON SHEET A5.1 1'—lost 3'-3" 10" SQUARE COMPOSITE—-, _1VC COLUMN WRAP AROUND STEEL TUBE — RE: STRUCTURE 'AVERS ON SAAND BED 1 1y4" FACTORY INSTALLED SOLAR SHADE BY VELUX, MODEL # FS M08 CONTACT: KEN MOODY PH: (864) 941-4859 EXTEND SINGLE PLY MEMBRANE UP BACK SIDE OF WALL AND SCALE: 3/4"=1'-0" SECURE UNDER METAL ROOFING 2x ON EACH SIDE SINGLE PLY MEMBRANE ROOFING OF HSS 4X3 STEEL ON TAPERED INSUL. (SLOPE Y8" TUBE FRAME, PER FT. MIN), EXT. SHEATHING, RE: STRUCT AND WOOD FRAMING 13 ROOF CONSTRUCTION: METAL 3. ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON 2X8 WOOD FRAMING (RE: STRUCT) 2x8 ON EACH SIDE OF HSS 4X3 STEEL ICI TUBE FRAME, RE: STRUCT 2X RIDGE BEAM, RE: _ STRUCT. -- CONCRETE BEAM, RE: STRUCT. 1 x6 STAINED T&G CEILING, SHIM AS REQUIRED F/ LEVEL SURFACE --t-rHSS 4X3 STEEL TUBE FRAME, RE: STRUCT II II 1 x6 STAINED T&G ON Yz" EXTERIOR SHEATHING ON 2x FRAMING INSULATED IMPACT GLASS IN ALUM FRAME, RE: WINDOW SCHEDULE ON SHEET A5.1 ALUM STOREFRONT DOOR W/ IMPACT GLASS RE: DOOR SCHEDULE ON SHEET A5.1 —� 16 A5.3 10 A5.4 r 2x8 ON EACH SIDE OF HSS 4X3 STEEL TUBE FRAME SINGLE PLY MEMBRANE ROOFING 4 13 ON EXT. SHEATHING, AND WOOD 3.3 3.3 FRAMING LL1111 T.O. C M U I I ELEV. 15, —8 I I I � ° II II II II a II II II it II II II II ® II II II II II II II II B.O. CMU ELEV. 12'-8" T.O. STEEL ELEV. 12'-2 DA53 STEEL 'TUBE, RE: STRUCT. B.O. SOFFIT ELEV. 10'-8st 5 5.4 SIM. d � d ° q ° GI d' q L� ° a a FLOOR FINISHES AND BASE TRIM SEE I.D. DWGS 4" CONC. SLAB ON GRADE W/ WWF 6X6— W1.4X W1.4 ON VARPOR BARRIER & COMPACT SUBGRADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. X X X R-30 BATT INSULATION 2x8 ON EACH SIDE: OF HSS 4X3 STEEL TUBE FRAME .-----EXTEND SINGLE PLY MEMBRANE UP BACK SIDE OF WALL --SINGLE PLY MEMBRANE ROOFING ON TAPERED INSUL. (SLOPE Y8- PER FT. MIN), EXT. SHEATHING, AND WOOD FRAMING T.O. TRUSS ELEV. 12'-4" __0_ GYP. BD. ON 2x FRAMING \�--- STEEL ANGLE, RE: STRUCT. C a a < d v e v. I t- f 0� �N THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 4 • • NO -ARCHMIMM 4-ANDSCAN 7645 GATE PAiJiLWAY, #201 JACKSONVULLB, FLOIMA 32256 (904) 731-2323 FAX (904) 731-2699 website: wwwo Lic. Nm: AA26000586 LC2600050$ A �1 F a r� DRAWN BY _ 1VdTL CHECKED BY MTL DATE 1-7-2014 JOB NO. 1 13 WALL SECTION ff r—D?f (FROM 9//A2.)1 & 14/A3.2) SCALE: 3/4 = i WA�LL�S�E CTION (FROM 10/A2.2) WALL SECTION SCALE. 15 3 4"=1 '-0" SCALE: 3/4"=1 '-0" / (FROM 10/A2.2) WALL SECTION (16 (FROM 10/A2.2 SCALE: 3/4"=1'-0" SHEET NO, A SINGLE PLY MEMBRAN ROOFING ON ROOF B( OVER WOOD FRAMING (EXTEND UP VERT. WI SURFACE) SINGLE PLY MEMBRAN ON TAPERED INSUL. PER FT. MIN), EXT. S AND WOOD FRAMING (FROM 13/A3.3 & 2/A3.4) SKYLIGHT W/ LAMII FACTORY INSTALLEE BY VELUX, MODEL CONTACT: KEN MO( PH: (864) 941-48 SINGLE PLY MEMBF ON ROOF BOARD C FRAMING EXTEND SINGLE PL UP BACK SIDE OF SINGLE PLY MEMBF ON TAPERED INSUL PER FT. MIN), EXT AND WOOD FRAMIN T.O. TRUSS ELEV. 12'-4" T.O. CMU ELEV. 10'-0'e " GYP. BD. TO I SIDE OF WOOD TR X2" GYP. BD ON E SIDE OF 6" METAL PROVIDE SOUND A BLANKET A SHOWN og 1 1 SINGLE PLY MEMBRANE ROOFII ON ROOF BOARD OVER WOOD FRAMING (RE: STRUCT'L DWGS; SKYLIGHT: PROVIDE WA,TERPRO( FLASHING PER SKYLIGHT AND ROOFING MANUF. SPECIFICATIO1 FINISHED 1 X WOOD CLADDING OVER WOOD FRAMING (RE: LD DWGS FOR FINISHES) LINE OF HSS 4x3 ----- STEEL FRAME (RE: STRUCT) " GYP. BD. ON 2x FRAMING SCALE: 1 1 /2"=1 ' -- 0" t(FROM 12/A2.2 & 15/A3.2 SCALE: �/4"=1'-0" W 04 (FROM 13/A3.3 & 2/A3.4) STUCCO FINISH ON PREFORMED 2x6 F SHAPE 4x10 TIMBER BEAM, MATCH EXISTING, RE: STRUCT. 4x4 TIMBER BRACKE REUSE / MATCH EXISTING, RE: STRU( " STUCCO ON 8" CMU (RE: STRUCT.) " GYP. BD. ON 2x FRAMING SCCAALL 1 1/2"=1'-0" "f)liFl SINGLE PLY MEMBRANE ROOFING )N ROOF BOARD OVER WOOD -RAMING DEj.,ftj111, 3 (FROM 15/A3.3) SCALE: 3/4"=1'-0" FORMED METAL COPING =XTEND SINGLE PLY MEMBRANE W/ CONT CLEATS ON 1P BACK SIDE OF WALL AND BOTH SIDES SECURE UNDER METAL COPING---,,,, STUCCO FINISH ON AT.O. CMU _ �-PREFORMED 2x6 FOAM_ `f' ELLV. 15'-4" SHAPE " STUCCO ON 8" CMU (RE: STRUCT.) SINGLE PLY MEMBRANE ROOFING ON TAPERED INSUL. (SLOPE: Y8" PER FT. MIN), EXT. SHEATHING, STUCCO FINISH ON PREFORMED AND WOOD FRAMING-­,10/ 2x FOAM `,NAPE - SLOPE ALL \ HORIZONTAL SURFACES TO PROMOTE POSITIVE DRAINAGE >7 ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON PRE L NG. WOOD TRUSSES (RE: STRUCT) �. 5, 6» _. 12 ,z._ 4 ,jkTRUSS BEARING ELEV. 10'-0" _ TRUSS BEARING _ __— ELEV. 8'-1 1 " 8" CMU (RE: STRUCT.), 1 METAL _ FURRING, RIGID INSULATION, Y2" GYP. BD. 5 13 A5.4 II 3'-5" 13 T.O. SLAB ELEV. 0'-0" 4" CONC. SLAB ON GRADE W/ WWF 6X6- W1.4X W1.4 ON VAR'POR BARRIER & COMPACT SUBGRADE 1 44 TIMBER BRACKET, i ii r REUSE / MATCH EXISTING, SEE 3/A3.3 10 k5.4 13 a 4 d A5.3 ° 4 d ° ° j' ✓ / (FROM 4/A3.1 & 2/A3.2) r� —LINE OF HSS 4x3 STEEL FRAME (RE: SINGLE PLY MEMBRANE -' STRUCT) ROOFING ON ROOF BOARD OVER WOOD FRAMING (EXTEND UP VERT. WALL SURFACE) SINGLE PLY MEMBRANE ROOFING ON TAPERED INSUL. (SLOPE Y \ PER FT. MIN), EXT. SHEATHING, \ AND WOOD FRAMING --� R-30 BAIT INSUL—,. 3.5 —2X SUB FASCIA —1 x4 #1 P.T. TRIM ON 2x8 #1 P.T. FASCIA '°CN (PAINTED) 2 A3.4 HARDIE SOFFIT PANELS TO BOTTOM OF 2x4 FRAMING, PROVIDE CONT 2" SOFFIT VENT 4x110 TIMBER BEAM, MATCH EXISTING INTERIOR FINISHES AND TRIM RE: INTERIOR DESIGN DWGS w ALUM STOREFRONT DOOR W/ IMPACT GLASS RE: DOOR SCHEDULE ON SHEET A5.1 + HESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED NY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SCALE: 3/4"=1 '-0" STEEL TUBE, ` //--RE: STRUCT. T.O. STEEL ELEV. 12'-2: B.O. SOFFIT ELEV. 10'-8 ,Y" — " GYP. BD. ON 2x FRAMING (FROM 13/A3.3 & 2/A3.4) 4" CONC. SLAB ON GRADE W/ WWF 6X6- W1.4X W1.4 ON VARPOR BARRIER & COMPACT SUBGRADE — ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) MIN;' .II- I MALL SECTION I (FROM A3.1) SCALE:/4=� 3 "'-0" ° R-30 BATT INSULATION STAINED 1 x WRAP AROUND 2x8 ON EACH SIDE OF HSS 4X3 STEEL TUBE FRAME SCALE: 1 /2"=1 ' -0" NOTE: VERIFY & MATCH EXISTING FASCIA BORAD & SOFFIT FRAMING MATERIAL 2'-6" ]7 2 1x3 #1 P.T. TRIM ON . _ A3.4 2x8 #1 P.T. FASCIA (PAINTED) 14A A5.2 - INSULATED IMPACT GLASS IN ALUM FRAME, RE: WINDOW SCHEDULE ON SHEET A5.2 11 EA5.2 -" STUCCO ON 8" CMU (RE: STRUCT.), 1 J" METAL FURRING, RIGID INSULATION, Y2" GYP. BD. m C/1 z 0 0 IIIw 0 w a 0 0 z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS D(PRESSLY LIMITED TO SUCH USE. 7645 GATE PARKWAY, #201 JACKSCNVII.YA FLORMA 3 (904) 731-2323 FAX (" 7312699 Web•ibe: www:baocaecam Lic. NoL: AA260005% LC26000X4 1 DRAWN BY - CHECKED BY mm DATE 1-7-2014 JOB NO. 1340 SHEET NO. ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) 1x4 #1 P.T. TRIM OI 2x8 #1 P.T. FASCIA (PAINTED) I - 01 - Vi - O."AN I (FROM 15/A3.4) ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF — DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) SINGLE PLY MEI ON TAPERED IN PER FT. MIN), I AND WOOD FRA TRUSS BEARI' ELEV. 1 1 ' —4" TRUSS BEARI ELEV. 10'-0" SUSPENDED AC CEILING GYP. BD. OI OF 6" METAL E SOUND ATTENU, 4" CONC. SLAE 6X6— W1.4X W BARRIER & COI ROOD CONSTRUCTION: METAL R00# ING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUC PREFINISHED ALUM GU AND DOWNSPOUTS, TIE INTO STORM, RE: CIVIL 2X UB FASCIA 1 x3 #1 P.T. TRIM ON 2x8 #1 P.T. FASCIA (PAINTED) HARDIE SOFFIT PANELS (MATCH EXIS HNG) TO BOTTOM OF 2x4 FRAMING, PROVIDE CONT 2" SOFFIT VENT FLUSH TO BACKSIDE OF FASCIA BOARD SCALE: 1 1 / 2"=1 ' --O" (, KUM I J/AJ. I , 16/A3.3 & 15/A3.4) R-30 BATT INSUL. EXISTING WOOD BEAM EXISTING ROOF STRUCTURE REMOVE ANGLE SUPPORT & VERTICAL LEG OF BRACKET IN (4) LOCATIONS, SEE RIGHT SIDE ELEVATION 10/A2.1 & STRUCTURAL DRAWINGS F/ REINFORCEMENT NEW PT 4x4 ON EACH SIDE OF EXISTING BRACKET, RE: STRIO. COOLER/FREEZER INSULATED — CEILING PANEL, RE: KITCEHEN DRAWINGS REMOVE HORIZONTAL BANDING, — PATCH & REPAINT STUCCO AS REQUIRED IN ORDER TO MATCH ADJACENT SURFACE/FINISH ,'1l\AI rn !� nrr7rrs ILiC1 11 A 4" CONC. SLAB ON GRADE W/ WWF 6X6— W1.4X W1.4 ON VARPOR BARRIER & COMPACT SUBGRADE — SINGLE PLY MEMBRAI ON TAPERED INSUL. PER FT. MIN), EXT. AND WOOD FRAMING 2X SUB FASCIA _�OTRUSS BE _ELEV. 10' _�B.O.CEILING _ ELEV. 9'-4" /-1 (c l k)l1 3 LIETAIL _10 "= '— " FROM A1.3 SCALE: 1 2"=1'-0" SCALE: 1 1 /2 1 0 ( ) / ROOF CONSTRUCTION: M ROOFING ON WATERPRO( UNDERLAYMENT ON ROO DECKING WOOD FRAMING & STEEL BEAMS (RE: — STRUCT) WALL SECTIO (FROM 10/A2.1 & A1.1 a) 1 x3 #1 P.T. TRIM ON 2x8 #1 P.T. FASCIA (PAINTED) PREFINISHED ALUM GUTTERS & DOWNSPOUTS, TIE INTO STORM, RE: CIVIL T.O. CONC. BEAM , ELEV. NEW PT 4x4, RE: STRUCT. EXISTING CONC BEAM —NEW STEEL ANGLE RE: STRUCT. _ HARDIE SOFFIT PANELS — (MATCH EXISTING) TO ---- BOTTOM OF 2x4 FRAMING, PROVIDE CONT 2" FLASHING BY SOFFIT VENT COOLER/FREEZER MANUFACTURER 410 TIMBER BEAM, MATCH EXISTING 4x4 TIMBER BRACKET, REUSE / MATCH EXISTING, SEE 3/A3.3 EXISTING CMU WALL INSULATED IMPACT GLASS IN ALUM FRAME, RE: WINDOW SCHEDULE ON SHEET A5.2 %" STUCCO ON 8" CMU (RE: — STRUCT.), 1 J" METAL FURRING, RIGID INSULATION, Y2" GYP. BD. __joT.O. CMU � ELEV. 1 ' -4 �T•-SLAB • • ff SKYLIGHT W/ LAMINATED GLASS & FACTORY INSTALLED SOLAR SHADE BY VELUX, MODEL # FS M08 CONTACT: KEN MOODY PH: (864) 941-4859 ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF — DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) TRUSS BEARING ELEV. 21' 1 x4 #1 P.T. TRIM ON— 2x8 #1 P.T. FASCIA (PAINTED) HARDIE SOFFIT PANELS — (MATCH EXISTING) TO BOTTOM OF 2x4 FRAMING, PROVIDE CONT 2" SOFFIT VENT INSULATED IMPACT GLASS IN ALUM FRAME, RE: WINDOW SCHEDULE ON SHEET A5.2 D _ SECTItWALL o —0" D S' "= '— "" FROM 5 A2.2 SCALE: 3 415"=' -ALE: 3 f 4 =1 0 ( f ) f MAY It MastAkY IN ORDER M bdIMPLY WITH ALL APPLICABLE CODES. R-30 BATT INSUL. NED T&G CEILING iii6 S,ON 2x MING SECURED STEEL UCTURE, RE: DRAWINGS TO DRAIN Got PER 1'-0"). APPLY LIQUID APPLIED WATER PROOFING TO 'VERTICAL SURFACE OF PT 2x CURB. RE: I.D. DRAWINGS FOR BAR CONSTRUCTION. SOFFIT rik 10' -6 m IA zz 0 0 CL w " rw 0 0 w w Q 0 z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. t d P1.1108 O 7"S MATE PARKWAY, #201 JACKSONV LLE, FLORMA 32236 (9014) 731-2323 FAX 731-2699 WWw. ,COfml Lic. Noe.: AA260005$6 LC 260005M r r { DRAWN BY Mom I �reJM+CHECKED BY Mom DATE 1-7-2014 JOB NO. 1340 SHEET NO, WALL SECTION_- - (FROM 3/A3. ) SCALE: 3f/4"=1'-0" EXTEND SINGLE PLY MEMBRANE UP WALL (ROOF BOARD ON BLOCKING) AND SECURE UNDER REWORKED EXISTING METAL ROOFING. ROOFING CONTRACTOR RESPONSIBLE TO CUTTING BACK - EXISTING METAL ROOFING, PROVIDING NEW DRIP EDGE & INSURING WATERPROOF CONNECTION SINGLE PLY MEMBRANE ROOFING ON TAPERED INSUL. (SLOPE Y8" PER FT. MIN), EXT. SHEATHING, AND WOOD FRAMING � 101 Q CAN I (FROM 15 & 16/A3.5) ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKIP' p" AI An (RE: S e� ALUMINUM SHIPS LADDER WITH PLATFORM AND RETURN, BASES OF DESIGN: O'KEEFEE'S , INC MODEL 522A, INSTALL AS PER MANUF SPECS r co SCALE: 1 1 /2"=1 '-- O" 1.66" ALUM PIPE HANDRAIL ALUM EXTRUDED SERRATED TREADS—, W 0 ROOF COI` METAL RO WATERPRC ON ROOF FRAMING (RE: STRL 1x3 #1 P. 2x8 #1 P (PAINTED) �T.O. C( ELEV. P.REFINISHE GUTTERS 1 DOWNSPOL INTO STOR RE: CIVIL HARDIE SC (MATCH E> BOTTOM 01 PROVIDE C SOFFIT VEI COLUMN rik T.O. S ELEV. 1 ),4" X 4 18" ALUM SERRATED TREAD — / 2"x ALUM RUDED CHANNEL LADDER STRINGERS EXISTING METAL ROOFING EXISTING SINGLE PLY MEMBRANE OVER LIGHTWEIGHT TOPPING ON INSULATION ON MTL DECKING SHIPS LADDER DETAIL (FROM A1.3) 1 A D_ w > 0 J w u_ SCALE: 1 1 /2"=1 ' -O" 3" X 3" FACE HAT CHANNEL HAT CHANNEL ROOF POST, VERIFY REQUIRED SIZE WITH SCREEN MANUF. PRE -MOLDED PIPE SEAL WOOD BLOCKING, INSTAL AND SECURE PER MANUF SPECS. ROOFING MEMBRANE ON TAPPERED INSUL ANGLE: 300/16" W/ 1 /2" DIA BOLTS 12" OC ALUMINUM FIXED ACCESS SINGLE PLY MEMBRANE ROOFING LADDER - PROVIDE SOLID ON TAPERED INSUL. (SLOPE BLOCKING IN BETWEEN STUDS PER FT. MIN), EXT. SHEATHING, AT LOCATIONS OF MOUNTING AND WOOD FRAMING BRACKETS, SEE PLAN BELOW p 11111111111111111111 F All I 01MR 1ALMIAM 1111111-1vikya (FROM A1.3) 6'-0" TALL EQUIPMENT SCREEN SCALE: 1 /2"=1 '-O" WALL, BASES OF DESIGN FIRESTONE UNA-CLAD, SERIES ES1: INSTALL PER MANUF SPECS EXISTING ROOF STRUC-""^ EXTEND SINGLE PLY K UP BACK SIDE OF WA SECURE UNDER ROO11 SINGLE PLY MEMBRANI ON TAPERED INSUL (` PER FT. MIN), EXT. SI ,AND WOOD FRAMING - R-30 BATT INSUL. 1x6 STAINED T&G CEII SHIM AS REQUIRED F/ LEVEL SURFACE GYP.BD. OVER 1j" M URRING OVER NEW CO JFILL - RE: STRUCT. STUCCO ON EACH DE OF 8" CMU ZE: STRUCT.) BILCO TYPE "S" FOR LADDER ACCESS, ROOF SCUTTLE: 2'-6"x3'-0" EXTEND MEMBRANE UP CURB & SECURE UNDER CAP FLASHING AS PER MANUF SPECS CEIL HGT 8'-0" AFF Ar- 1/2" GYP BD ON 4" SECTION METAL STUDS - -.--2" x 3/16" WALL BRACKETS T7; 4"x 2" x 3/16" ALUM - -3" x1" x 1/8" ALUM CHANNEL RAIL ANGLE STANDARD FLOOR BRACKET Kzzz:::z-TYP ALUM SERRATED RUNGS 1 ROOF HATCH (FROM A1.3) EXTEND SINGLE PLY MEMBRANE UP BACK SIDE OF WALL AND SECURE UNDER SHINGLED ROOFING SINGLE PLY MEMBRANE ROOFING ON TAPERED INSUL. (SLOPE )�- F'ER FT. MIN), EXT. SHEATHING, AND WOOD FRAMING EXISTING CONC BEAM T.O. CMU _ ELEV. 10' -0" J" GYP.BD. OVER 14" METAL FURRING OVER NEW CONC INFILL - RE: STRUCT. J" GYP.BD. OVER 1j" METAL FURRING OVER EXISTING STl FINISH ON CMU EXISTING CMU WALL WORK rioNs 3 THAT ITO ;ODES. T.O. SLAB ELEV. 0'-0" SCALE: 1 /2"=1'-O" 1 A3.5 EXISTING ROOF STRUCTURE EXTEND ROOF DECK OVER TO FACE OF EXISTING CMU WALL - PROVIDE CONT PT 2x4 NAILER HOLD FACE OF NEW TRUSSES BACK FLUSH W/ FACE OF EXISTING CONCRETE COLUMNS WALLSECTIONDETAIL WALL SECTION WAL� 1 SECTION FROM A1.1 & A1.2 "'. i � FROM 10 A2.2 1 5 a a, 1 ( 1 SCALE: 3/4 - 1 �`® ( / ) SCALE: 1 1 2"=1'-0" 1 (FROM 10/A2.2) SCALE: 3 4 =1 -0 (FROM 7/A2.2 o,_ ,� / / SCALE. 3/4 -1 -0 m i� zz �+ 2 Qo° 0 w a r~ w a a z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH !T IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 7645 OATS PARKWAY, #201 JACKSONViLLE, FWRMA 32256 (904) 731-2323 FAX (904) 7312699 Webd*- www: .00lm Lie. 14m: AA26000586 LC26000M 1 DRAWN BY „1 mL CHECKED BY MTL DATE 1-7-2014 JOB NO. 1340 SHEET NO. T.O. CONC. ELEV. 12'— STAINED T&G & BEAMS,ON FRAMING SECT TO STEEL STRUCTURE, I I.D. DRAWINGS CONC. BEAM, RE: STRUCT. T.O. SLAB_ � ELEV. 0'-0" m �m (FROM A1.1 c) ) SCALE: 1 1 /2"=1 ' -O" onnc nn�iCTDI IP`Tl�l�!• AAFTAI a " SCALE: 3/4"=1 —0 ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) ND SINGLE PLY MEMBRANE VALL. (ROOF BOARD ON ;KING) AND SECURE UNDER kL ROOFING. LE PLY MEMBRANE ROOFING APERED INSUL. (SLOPE Y8" FT. MIN), EXT. SHEATHING, WOOD FRAMING —� TRUSS BEARING ELEV. 10'-0" YP. BD. ON EACH SIDE -- i" METAL STUD -- PROVIDE VD ATTENUATION BLACKET 'ENDED ACOUSTICAL NG YP. BD. 1j" METAL STUDS; .L FRAMING FOR BACKSIDE SHUTTER YP. BD. ON EACH SIDE i" METAL STUD — PROVIDE VD ATTENUATION BLACKET :ONC. SLAB ON GRADE W/ WWF - W'I. -X W1.4 ON VARPOR ZIER & COMPACT SUBGRADE VORK .D. DRAWINGS IV (FROM A1.1 c) (VLKWY tit UUUKUINAIL W/ I.D. DRAWINGS) u p. 4 d d. v d pd v d " GYP. BD. ON 1 FURRING ON 4" M ALIGN W/ FACE 01 STUCCO BEYOND T.O. SHUTTER FRAME ELEV. VERIFY WITH MANUFACTURER, RE: STRUCT. MILLWORK ,,--RE: I.D. DRAWINGS / 1'-6" X 12'-0" MOTORIZED SHUTTEi BY AUTON MOROR12 PH 661 257-92F www.auton.coni RE: I.D. DRAWINGS SCALE: 3/4"=1 ' -0" (VERIFY & COORDINATE W/ I.D. DRAWINGS) 1p% MIS 19 5AS 1 WALL SECTION 15 SCALE: 3/4"=1 ' -O" (FROM A1.1 c) -MOVE EXISTING INDOW & CMU AS QUIRED FOR NEW 'ENING, RE:, I.D. RAWI NGS (P. BD. ON FURRING 4ATCH EXISTING iICKNESS) ON 4" ETAL STUD INFILL F 2x BLOCKING :MOVE EXISTING INDOW & CMU AS QUIRED FOR NEW 'ENING, RE: I.D. RAWINGS IILLWORK E: I.D. DRAWINGS '.XIS TING CMU WALL ETAIL ETAIL COOLER/FREEZER FLOOR, RE: FOOD — SERVICE DRAWINGS d- a d" a a NEW COOLER/ FREEZER SLAB, RE: STRUCT. �o� ® THESE PLANS AND ALL PROPOSED WORK ARE SUDJECT TO ANY CORRECTIONS REQUIRED DY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. NEW TILE ON EXISTING CONC.SLAB. PATCH AS REQUIED WHERE NEW OPENING IS CREATED IN CMU WALL T.O. SLAB EL.= 0'—f EXISTING BUILDING SLAB/FOUNDATION COOLER/F'Ant'lTAIL E�� ��16-- (FROM 14/A3.4) SCALE: 1 1/2"=1'-0" m rA zz 0 0 n w �..j rA c) N W PQ 0 W Q O Z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL. REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 4 a i I � Al Al ' Al 7645 GATE PAPLKWAY, #202 JAC S NV'II<: A FWRMA 32256 (904) 7312323 FAX (904) 7312699 wa>ift: www: )Lic.IQou AA26000586 LC'1260005M CHECKED BY NITL DATE 17 2014 JOB NO. 1340 SHEET NO. A3*6 ITEM 121. 2 QTY EQUIPMENT SCHEDULE DESCRIPTION STORAGE SHELVING UNITS 122. 1 ROLL -IN REFRIGERATOR 123. 1 REACH -IN FREEZER 124. 1 LOT S/S WALL FLASHING 125. 1 LOT EXHAUST SYSTEM W/MAKE-UP AIR 126. 1 GAS FRYER BATTERY W/FILTRATION & LEFT SIDE SPLASHGUARD 127. 1 GAS SALAMANDER BROILER 128. 1 GAS 8 BURNER RANGE W/DUAL OVENS 129. 1 1 GAS 24" CHARBROILER 130. t 1 REFRIGERATED CHEFS BASE 131. 1 GAS 36" GRIDDLE 132. 1 LOT FIRE SUPPRESSION SYSTEM 133. 1 REFRIGERATED PIZZA PREP TABLE 134. 1 S/S WALLSHELF 135. 1 _ GAS PIZZA OVEN 136. 1 LOT _ PIZZA OVEN VENTILATION 137. 3 HANDSINKS 138. 1 REFRIGERATED SANDWICH UNIT 139. 1 S/S MOBILE WORKTABLE W DRAWERS 140. 2 _ COUNTERTOP SOUP WELLS 141. OPEN NUMBER 142. 1 WORKTOP REFRIGERATOR W/2 DRAWERS_ 1_ DOOR 143. 1 _& S/S DOUBLE WALLSHELF 144. 1 S/S DOUBLE WALLSHELF 145. 1 3 COMPARTMENT SINK 146. 1 _ MILLWORK SERVICE COUNTER- BY GC/MWORK CONTRACTOR 147. 1 MILLWORK SERVICE COUNTER- BY GC/MWORK CONTRACTOR 148. 1 FIRE EXTINGUISHER- BY GC 149• 1 ELECTRIC HOT WATER BOOSTER HEATER 150. 1 S/S WALL MOUNTED GLASS RACK SHELF 151. 1 S/S SOILED DISHTABLE 152. 1 DISPOSER _ 153. 1 LOW TEMP CONVEYOR DISHWASHER- BY VENDOR 154. 1 S/S CLEAN DISHTABLE _ 155. 1 S/S WALLSHELF 156. 1 LOT _ BAG IN A BOX SODA SYSTEM- BY VENDOR 157. 1 S/S FLOOR T_ROUCH 158. 1 _ ICE MACHINE W/BIN & WATER FILTER -------------- 159. 1 ------- - SODA DISPENSER W/ICE BIN- BY VENDOR 160. OPEN NUMBER 161. 1 S/S DOUBLE WALLSHELF 162. 1 S/S MOBILE BEVERAGE TABLE W/GLASS RACK SLIDES 163. 2 ICE TEA DISPENSERS- BY VENDOR 164. 1 _ ICE TEA BREWER- BY VENDOR 165. 1 WORKTOP REFRIGERATOR 166. 2 COFFEE BREWERS- BY VENDOR 167. 1 MOP SINK- BY GC/MECHANICAL CONTRACTOR 168. 1 CHEMICAL STORAGE SHELF W/MOP HANGER 169. OPEN NUMBER 170. OPEN NUMBER 171. OPEN NUMBER 172. 1 HANDSINK WITH SPEEDRAIL 173. 1 ICEBIN WITH COLDPLATE & SPEEDRAIL 174. OPEN NUMBER 175. 1 WINE CHILLER 176. 1 BACKBAR COOLER 177. 1 GLASS FROSTIER 178. 1 3 TAP DRAFT BEER COOLER 179• 1 STORAGE CABINET LESS DOORS 180. 1 HOT WATER BOOSTER HEATER FOR ITEM 181-BY GC/MECH 181. 1 GLASS WASHER- BY VENDOR 182. 1 DUMP SINK STORAGE UNIT 183. 1 CENTER ISLAND DISPLAY -BY GC MILLWORK CONTRACTOR 184. 1 MILLWORK SERVICE COUNTER -BY GC/MILLWORK CONTRACTOR 185. 1 EXISTING POPCORN MAKER, RELOCATED 186. 1 UNDERCOUNTER REFRIGERATOR 187. 1 1 _ COFFEE BREWER- BY VENDOR 188. 1 189• 1 1 HOT DOG ROLLER _W_/SNEEZEGUARD BUN WARMER --- NUMBER 190. JOPEN WALL LEGEND: INDICATES EXISTING WALL INDICATES NEW 8" C.M.U. INDICATES NEW STUD WALL INDICATES SOUND ATTENUATION BLANKET GENERAL NOTES: KEY NOTES: �} 1. FLOOR DRAIN, RE: PLUMBING DWGS 2. SOUND ATTENUATION BLANKET 3. TOILET PARTITION WALL SILL AT 1'-0" AFF & TOP AT 7'-0" AFF RE: I.D. DWGS FOR TRIM AND FINISHES 4. HAND DRYERS 1. INTERIOR FINISHES SHALL BE SELECTED BY OWNER. CONTACT ARCHITECT FOR ADDTIONAL INFORMATION ON BATHROOM ELEVATIONS AND TOILET SPECIFICATIONS FOR TOILET ACCESSORIES. 2. INTERIOR DIMENSIONS ARE FROM FACE OF STUD, C.M.U. OR COLUMN CENTERLINE. 3. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH THE WORK. 4. ALL INTERIOR WALLS ARE 4" METAL STUDS (U.N.O.) ENLARGED PLAN .offflomen NOTE: REFER TO FOOD SERVICE AND MEP DRAWINGS FOR ADDITIONAL INFORMATION ENLARGED PLAN SCALE: 1 /4"=1'-0" SCALE: 1 /4"=1 '-0" ENLARGED PLAN D ENLARGED PLAN sc SCALE: 1 /4"=1 ' -O" INllq' THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 1 ,k Ill t `'N.. 1'. DRAWN BY MIL CHECKED BY MTL DATE 1-7-2014 JOB NO. 1340 SHEET NO. ,A4,9 URINALS SHOWER CURTAI & ROD TILED SHOWER WALLS RE: I.D. DWGS SHOWER HEAD I PLUMBING DWG` FULL HT MIRROI RE: I.D. DWGS RECESSED TILE L SOAP HOLDER LAVATORY IN COUNTERTOP Or BASE CABINET F I.D. DWGS TEMP. OPAQUE GLASS FRAMELE DOOR SCALE: 3/8"=1 '-O" All I"INISHES RE: IGS R CURTAIN i SHOWER RE: I.D. HELD R UNIT RE: ING DWGS DF SHOWER OLS BARS: DE WOOD ING) SCALE: 3/8"=1 '-0" OPAQUE - FRAMELESS - SCALE: 3/8"=1'-O" i� Arl LAVATORY - ALL FINISHES RE: - -� I.D. DWGS PARTITIONS TIL BACKER BD. E STUDS RE: I.D FOR TRIM & f URINALS SEE PLUMBING DWI FRAMED MIRK( RE: I.D. DWGS HAND DRYER WALL MTD. LA RE: PLUMBING SCALE: 3/8"=1 '-0" TOILETS ALL FINISHES RE: I.D. DWGS SHOWER CURTAIN & ROD TILED SHOWER WALL RE: I.D. DWGS HAND HELD SHOWEF UNIT RE: PLUMBING DWGS GRAB BARS: PROVID SOLID WOOD BLOCKING BEHIND TYP. (AND OTHER LOCATIONS AS SPEC.) RECESSED TILED SOAP HOLDER AREA OF SHOWER CONTROLS ALL FINISHES I.D. DWGS DOOR & FRAI SCHED. FULL HT MIRI RE: I.D. - DWGS �- TEMP. OPAQL GLASS FRAME DOOR -� HAND DRYER LAVATOI {Y IN COUNTI RTOP BASE C;ABINE I.D. DWGS SCALE: 3/8"=1'-O" ACCESSIBLE TOILET LAVATOR�' SUSPENDED PARTITIONS 1 /2" GWB EA. SIDE 3 1 /2" STUDS RE: I.D. DWGS FOR TRIM & FINISHES GRAB BAR: PROVIDE Ec: SOLID WOOD BLOCKING BEHIND TYP. (AND OTHER LOCATIONS AS SPEC.) TOILET PAPER DISP. &- ALL ACCESSORiE:S NOT LISTED OR SHOWN HERE, RE: I.D. DWGS SUSPENDED -- PARTITIONS 1 /2" GWB EA. SIDE 3 1 /2" STUDS RE: I.D. DWGS FOR TRIM & FINISHES FRAMED MIRROR RE: I.D. DWGS HAND DRYER WALL MTD. LAVATORY RE: PLUMBING DWGS TOILET PAPER DISP. & ALL ACCESSORIES NOT LISTED OR SHOWN HERE, RE: I.D. DWGS SCALE: 3/8"=1 ' --O" ALL FINISHES RE: I.D. DWGS DOOR & FRAME AS SCHED. FULL HT MIRROR RE: I.D. DWGS LAVATORY IN COUNTERTOP ON BASE CAE3INET RE: I.D. DWGS SCALE: 3/8"=1'-0" TOILETS r y � �------------------ SCALE: 3/8"=1 ' -O" ALL FINISHES RE: - I.D. DWGS CURTAIN & aSHOWER ROD TILED SHOWER WALLS RE: I.D. DWGS HAND HELD SHOWER UNIT RE: PLUMBING DWGS - GRAB BAR: PROVIDE I I SOLID WOOD BLOCKING BEHIND TYP. (AND OTHER LOCATIONS AS SPEC.) RECESSED TILED SOAP HOLDER SHOWER SEAT I F V SHOWER 5 .� SCALE: 3/8"=1 ' -0" / Ll Ll L J L J \`1L J of in In 3 0 > 1 ------------------� -- _ LAVATORIES ALL FINISHES I.D. DWGS WOOD TRIM RE: DWGS / - PARTITIONS TILE BACKER BD. EA STUDS RE: I.D. FOR TRIM & FII SCALE: 3/8"= l'-O" URINALS SEE PLUMBING DWG' SHOWER SEAT ACCESSIBLE LAVATORY SECTION RE: I.D. DWGS SCALE: 3/8"=1 ' -O" ALL FINISHES RE: I.D. DWGS SHOWER CURTAIN 8 ROD TILED SHOWER WAL RE: I.D. DWGS HAND HELD SHOWEI UNIT RE: PLUMBING DWGS RECESSED TILED - SOAP HOLDER GRAB BARS: (PROVIDE WOOD BLOCKING) SHOWER 13 SCALE: 3/8"=1'-O" TOILET ACCESSORIES SCHEDULE ACC. # ACCESSORY NAME IIIUF. COMMENTS ElCOMPACT HIGH SPEED HAND DRYER AMERICAN DRYER EXTREME AIR MODEL GXT FINISIH- ABS WHITE OR BRUSHED STAINLESS lfl 36" GRAB BAR BOBRICK B-5806 X 36 STRAIGHT STAINLESS STEEL SATIN FINISH CONCEALED MTG. 42" GRAB BAR BOBRICK B-5806 X 42 STRAIGHT STAINLESS STEEL SATIN FINISH CONCEALED MTG. TWO -WALL SHOWER GRAB BAR BOBRICK B-6861 STAINLESS STEEL SATIN FINISH CONCEALED MTG. _ SHOWER ROD SHOWER SEAT BOBRICK B-6107 X SEE PLAN STAINLESS STEEL SATIN FINISH CONCEALED MTG. BOBRICK B-5191 SEE PLAN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO AIRY CORRECTIONS REQUIRED UY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SHOWER 14 SCALE: 3/8"= 1'-O" GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE- ARCHITECT BEFORE CONTINUING WITH THE WORK. 2. IN THE EVENT OF ANY DISCREPANCIES FOUND IN THE DRAWINGS OR CONFLICTS BETWEEN THE ARCHITECTURAL DRAWINGS AND THOSE OF THE ENGINEERS, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 3. ALL DIMENSIONS GIVEN ON INTERIOR ELEVATIONS ARE FINISH SURFACE TO FINISH SURFACE. REFER TO FLOOR PLAN ON SHEET A-1.1 FOR ADDITIONAL DIMENSIONS. FIELD VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CABINET FABRICATION. 4. 2X6 BLOCKING TO BE PROVIDED IN WALLS FOR ALL SINKS GRAB BARS, MIRRORS ETC.. NOTE: REFER TO INTERIOR DESIGN DRAWINGS FOR ALL WALL, CEILING AND FLOOR MATERL-1_ AND COLOR SELECTIONS. 0 0 >- m Gn zz ® a r~ GO U) t~ w a 0 0 z THIS DRAWING IS AN INSTRUMENT OF SEWCZ AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 4 4 4 4 AD PL ANd NG -ARCEffrECrURE qANDW-4M 7645 GATB PARKWAY, #201 JACKSONVI*..L%FI.ORIDA 32236 (904) 731-2323 FAX M4) 731-2699 wdmite: www- .cam Lic. ice.: AA26000M 5W 1r DRAWN BY Mom. CHECKED BY mn DATE 17-2014 JOB NO. 13-0 DOOR SCHEDULE DOOR FRAME HARDWARE SETS DETAILS MARK SIZE MAT. TYPE GLASS FINISH MAT. HYPE - HEAD JAMB THRES REMARKS 100 PER MANUF. SPEC. METAL - - PREFIN MET. --- BY MANUFACTURER - - - BY COOLER/FREEZER MANUF. - BY MANUFACTURER - - - BY COOLER/FREEZER MANUF. 101 PER MANUF. SPEC. METAL - - PREFIN MET. 102 PER MANUF. SPEC. METAL - - PREFIN MET. - BY MANUFACTURER - - - BY COOLER/FREEZER MANUF. 103 3'-0" x 7'-0" WOOD 8 TEMP PAINTED HM 1 1 16/'A5.3 SIM 16/A5.3 15/A5.3 NOTE 3 2 2 16/A5.3 SIM 16/A5.3 - 104J PR 2'-6" x 7'-0" WOOD 3 - PAINTED HM 3 3 6/A5.4 6/A5.4 SIM. 15/A5.3 NOTE 3 ELIASON DOOR, ACRYLIC LITE, HDWR BY MANUF. 105 3'-0" x 7'-0" WOOD 4 ACR. PRE -FIN WD/HM 105A PR 2'-10" x 7'-0" WOOD 4 ACR. PRE -FIN WD/HM 3 4 6/A5.4 6/A5.4 SIM. 15/A5.3 NOTE 3 ELIASON DOOR, ACRYLIC LITE, HDWR BY MANUF. 106 3'-0" x 7'-0" WOOD 3 - PAINTED HM 1 5 16/A5.3 SIM 16/A5.3 - 107 2'-6" x 7'-0" WOOD 3 - PAINTED HM 1 5 16/'A5.3 SIM 16/A5.3 - 1 5 16/A5.3 SIM 16/A5.3 - 108 3'-0" x 7'-0" WOOD 3 - PAINTED HM 109 3'-0" x 7'-0" WOOD 3 PAINTED HM 1 6 16/A5.3 SIM 16/A5.3 - 110 PR 1'-6" x 3'-0" WOOD 5 PAINTED WOOD 3 7 - 3/A5.3 SIM. - CAFE STYLE DOUBLE ACTING DOORS 112 PR 3'-0" x 7'-0" WOOD 1 - STAINED WOOD 3 8 7/A5.3 4/A5.3 - BI-PARTING DOORS W/ OVERHD. ROLLER HDWR 3 8 7/A5.3 4/A5.3 - BI-PARTING DOORS W/ OVERHD. ROLLER HDWR 113 PR 3'-0" x 7'-0" WOOD 1 - STAINED WOOD - -- - - - GATES SEE INT. DESIGN DRAWINGS 114A PR 3'-0" x 10'-0" MET. - - - - 114B PR 3'-0" x 10'-0" MET. - - - - - - - - - GATES SEE INT. DESIGN DRAWINGS 115 3'-0" x 7'-0" WOOD 1 STAINED WOOD 4 5 4/A5.4 4/A5.4 SIM. 15/A5.3 NOTE 3 116 3'-0" x 7'-0" WOOD 6 STAINED WOOD 4 10 11 O/A5.3 11 /A5.3 - 117 3'-0" x 7'-0" WOOD 6 STAINED WOOD 4 10 11 O/A5.3 11 /A5.3 - R 118 3'-0" x 7'-0" WOOD 1 STAINED WOOD 4 5 4/A5.4 4/A5.4 SIM. 15/A5.3 NOTE 3 BI-PARTING POCKET DOORS, PROVIDE SIGNAGE THAT READS "DOORS TO REMAIN OPEN & UNLOCKED DURING HOURS OF OPERATION" EXTERIOR DOORS 119A 5'-4" x 7'-0" WOOD 10 STAINED WOOD 6 ' 8 2/'A5.4 SIM - 15/A5.3 NOTE 3 1 19B 5'-4" x 7'-0" WOOD 10 STAINED WOOD 6 8 2/'A5.4 SIM - 15/A5.3 NOTE 3 4 __ _ 1 1O/A5.3 11 /A5.3 NOTE 3 121 3'-0" x 7'-0" WOOD 2 TEMP STAINED WOOD 122 3'-0" x 7'-0" WOOD 2 TEMP STAINED WOOD 4 11 1 O/A5.3 11 /A5.3 NOTES 3 8 12 13/A5.4 1O/A5.4 13/A5.3 123 PR 3'-0" x 7'-0" ALUM/GLASS 7 TEMP PREFIN ALUM 125A PR 3'-0" x 7'-0"ALUM/GLASS 7 TEMP PREFIN ALUM 9 12 v 9/A5.3 5/A5.3 13/A5.3 EXTERIOR DOORS 125A PR 3'-C" x 7'-0" WOOD 1 - STAINED WOOD 5 - I0/A5.4 - 1O/A5.4 SPECIAL BY-PASS POCKET DOORS 126A 3'-O" x 7'-0" FIBERGLASS 1 _ PAINTED WOOD 4 ^ 3 i 13 3 6/A5.3 SIM. 6/A5.4 6/A5.3 6/A5.4 SIM. 14/A5.3 15/A5.3 NOTE 3 EXTERIOR DOOR ELIASON DOOR, ACRYLIC LITE, HDWR BY MANUF. 126E 127A 3'- 0 x 7 -0 ' " ' " 3'- x 7 -0 WOOD - PREFIN 4 1 ACR. _-� ACR. STAIN LLj T. STAINED sND/HM _ WD/HM 3 I „ I' 14 1 A5.4 / 1 A5.4 SIM. / 15 A5.3 / NOTE 3 ELIASON DOOR, ACRYLIC LITE, HDWR BY MANUF. 1 14 3/A5.4 3/A5.4 SIM. - ELIASON DOOR, ACRYLIC LITE, HDWR BY MANUF. 127B 3'-0" x 7'-0" WOOD 3 ACR. PAINTED HM 128A 3'-0" x 6'-0" TEMP. GLASS9 TEMP - - ----�� -4 DOOR SPEC �� 10 - - 1 O/A5.3 _� 11 /A5.3 - 3/8" TEMP GLASS FRAMELESS SHOWER DOOR OPAQUE GLASS 129A 2'-4" x 7'-0" WOOD 6 STAINED WOOD 129B 4 2 x 7 '- '-0" WOOD 6 STAINED WOOD 4 4�i 10 10 1 O/A5.3 1 O/A5.3 11 /A5.3 11 /A5.3 - - 129C 131A 3'-O" x 7'-0" 3'-0" x 7'-0" WOOD FIBERGLASS 6 11 STAINED PAINTED WOOD WOOD 4 13 2/A5.3 2/A5.3 SIM. 14/A5.3 EXTERIOR DOOR 131 B 3'-0" x 7'-0" FIBERGLASS 11 PAINTED WOOD 4 13 2/A5.3 2/A5.3 SIM. 14/A5.3 EXTERIOR DOOR 4 5 1O/A5.3 11 /A5.3 - 132A 3'-0" x 7'-0" WOOD 11 PAINTED WOOD 132B 3'-0" x 7'-0" WOOD 11 PAINTED WOOD 4 5 1 O/A5.3 11 /A5.3 - 133 3'-0" x 7'-0" WOOD 1 STAINED WOOD 4 15 1O/A5.3 11 /A5.3 - 134 3'-0" x 7'-0" WOOD 11 PAINTED WOOD 4 5 1O/A5.3 11 /A5.3 - 136 3'-0" x 7'-0" WOOD 1 STAINED WOOD 4 15 1O/A5.3 11 /A5.3 - 137A 3'-0" x 6'-0" TEMP. GLASS 9 TEMP - - - DOOR SPEC - _ _ 3/8" TEMP GLASS FRAMELESS SHOWER DOOR OPAQUE GLASS 137B 138A 2'-4" x 6'-0" 2'-4" x 7'-0" TEMP. GLASS WOOD 9 6 TEMP -� STAINED - WOOD - 4 DOOR SPEC is 10 - 1O/A5.3 _ 11 /A5.3 _ - 3/8" TEMP GLASS FRAMELESS SHOWER DOOR OPAQUE GLASS 138B 2'-4" x 7'-0" WOOD 6 v STAINED WOOD 4 10 10 /A5.3 11 /A5.3 - 138C 3'-0" x 7'-0" WOOD 6 STAINED WOOD 4 10 1O/A5.3 11 /A5.3 - 139 141 PR 2'-6" x 7'-0" PR 3'-0" x 8'--0" WOOD ALUM/GLASS 1 7 TEMP STAINED PREFIN WOOD ALUM 5 7 16 12 -4/A.-5.4 - 16/A5.3 4/A5.4 SIM. 1 C/A5.4 15/A5.3 NOTE 3 13/A5.3 EXTERIOR DOORS 143 PR 2'-6" x 7'-0" WOOD 1 STAINED WOOD 5 �� `- 16 4/A5.4 4/A5.4 SIM. 15/A5.3 NOTE 3 144A 2'-4" x 7'-0" WOOD 6 STAINED WOOD 4 10 1O/A5.3 11 /A5.3 - 144B 2'-4" x 7'-0" WOOD 6 STAINED WOOD 4 10 1O/A5.3 11 /A5.3 - 144C 145A 3'-0" x 7'-0" 3'-0" x 7'-0" WOOD TEMP. CLASS 6 9 TEMP STAINED - WOOD - 4 - 10 DOOR SPEC '1 O/A5.3 - 11 /A5.3 - - - 3/8" TEMP GLASS FRAMELESS SHOWER DOOR 1458 2'-4" x 7'-0" TEMP. GLASS 9 TEMP - - - DOOR SPEC - - - 3/8" TEMP GLASS FRAMELESS SHOWER DOOR 146A 3'-0" x 7'-0" WOOD 11 PAINTED WOOD 4 5 1O/A5.3 11 /A5.3 15/A5.3 NOTE 3 146B 3'-0" x 7'-0" WOOD 11 PAINTED WOOD 4 --- 5 1 O/A5.3 11 /A5.3 15/A5.3 NOTE 3 _ 147A 3'-0" x 7'-0" WOOD 1 STAINED WOOD 4 __ _ 15 1 O/A5.3 11 /A5.3 15/A5.3 NOTE 3 EXTERIOR DOOR 147B 3'-0" x 7'-0" FIBERGLASS 11 PAINTED WOOD 4 L 13 2/A5.3 2/A5.3 SIM. 14/A5.3 148 3'-0" x 7'-0" WOOD 11 PAINTED WOOD 4 !' 5 1O/A5.3 11 /A5.3 15/A5.3 WOTL DOOR SCHEDULE DOOR FRAME HARDWARE SETS DETAILS REMARKS MARK SIZE MAT. TYPE GLASS FINISH MAT. TYPE HEAD JAMB THREE 149A 2'-4" x 7'-0" WOOD 6 STAINED WOOD 4 10 1 O/A5.3 11 /A5.3 - _ 149B 2'-4" x 7'-0" WOOD 6 STAINED WOOD 4 10 1 O/A5.3 11 /A5.3 15/65.3 149C 3'-0" x 7'-0" WOOD 6 STAINED WOOD 4 10 1 O/A5.3 11 /A5.3 - 150A 3'-0" x 7'-0" - WOOD 1 STAINED WOOD 4 15 1 O/A5.3 11 /A5.3 NOTE 3 _ 1508 3'-0" x 7'-0" FIBERGLASS 11 PAINTED WOOD 4 13 2/A5.3 2/A5.3 SIM. 14/A5.3 EXTERIOR DOOR 151A 3'-0" x 7'-0" TEMP. GLASS 9 s _NIP - - - DOOR SPEC - - - 3/8" TEMP GLASS FRAMELESS SHOWER DOOR OPAQUE GLASS 151 B 2'-4" x 7'-0" TEMP. GLASS 9 TEMP - - - DOOR SPEC - _ _ 3/8" TEMP GLASS FRAMELESS SHOWER DOOR OPAQUE GLASS _ 152 PR 3'-0" x 7'-0" WOOD 1 STAINED WOOD 5 16 4/A5.4 4/A5.4 SIM. 15/A5.3 NOTE 3 NEW DOOR EXIST. OPEN'G 153 PR 3'-0" x 7'-0" WOOD 1 STAINED WOOD 5 9 1 O/A5.3 11 /A5.3 15/A5.3 NOTE 3 _ 155A 3'-O" x 7'-0" WOOD 1 STAINED WOOD 4 5 _ 1 O/A5.3 11 /A5.3 15/A5.3 NOTE 3 DOUBLE ACTING DOOR 155B PR 3'-0" x 7'-0" WOOD 1 STAINED WOOD 3 17 2/A5.4 - 15/A5.3 NOTE 3 BI-PARTING POCKET DOORS _ 156 PR 3'-0" x 7'-0" ALUM/GLASS 7 TEMP PREFIN ALUM 9 12 9/A5.3 5/A5.3 13/A5.3 EXTERIOR DOORS 157A PR 3'-0" x 7'-0" ALUM/GLASS 7 TEMP PREFIN ALUM 8 12 9/A5.3 1O/A5.4 13/A5.3 EXTERIOR DOORS -- 157B PR 3'-0" x 7'-0" ALUM/GLASS 7 TEMP PREFIN ALUM 8 12 9/A5.3 1O/A5.4 13/A5.3 EXTERIOR DOORS NOTES„ 1. SEE: INTERIOR DESIGN DRAWINGS FOR ALL DOOR, FRAME, AND HARDWARE FINISHES 2. HARDWARE GROUPS LISTED ARE FOR BASIS OF DESIGN AND BASIC INTENT PROVIDE SHOP DRAWINGS WITH MORE DETAILED GROUPS FOR APPROVAL 3. DOOR THRESHOLD: WHERE INTERIOR FLOOR FINISHES VARY IN MATERIAL AND / OR 3'-0" AS SCHED. HEIGHT ON EACH SIDE OF DOOR PROVIDE TRANSITION TYPE MEETING FLORIDA ACCESSIBILITY REQUIREMENTS REFER TO INTERIOR DESIGN DRAWINGS FOR FLOOR AND THRESHOLD FINISHI S 4. ALL DOOR HARDWARE SHALL BE ADA COMPLIANT 5. ALL FLUSH Wool) DOORS SOLID CORE 6. PROVIDE PANIC HARDWARE IN AREAS HAVING AN OCCUPANT LOAD OF 100 OR MORE - VERIFY DOORS TO BE PROVIDED WITH I PANIC HARDWARE WITH FIRE MARSHALL PRIOR TO INSTALLATION. 7. ELIASON DOORS: STYLE AND FINISHES AS SELECTED BY INTERIOR DESIGNER ELEVATIONS- 3'-0" J I- 0 [V 3 4 5 6 DOOR FRAME ELEVATIONS. HM HM WOOD TRIM / HM WOOD WOOD 6'-0" 219 I 124- 2 5/ o a A5.4 00 A5. 5.3 10/ o A5.4 I lqw 00 13/ - - A5.3 - - 7 24„ 2" a'_n" 8 9 I FEI FL] z u Ell LLI CL CL t 9 10 11 WOOD F8LE Copy THESE PLANS ARID ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED SY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. } m " 0 O� x �..{ c, N w W1 w a n z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALT. REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH TT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 7645 GATE PARKWAY, #201 JACRSONVU.L% FL DRMA 32256 (904) 731-2323 FAX (904) 7312699 Wes: www: Lic. NoL: AA260005M LC 26000MB DRAWN BY _ MIL CHECKED BY MiL DATE 1-7-2014 JOB NO. 13 SHEET NO. A5,s 1 I -KN O 00 I 12'-02-1" (MO) 5'-42„ (MO) 2'-7°� 2 „ 2'-7„ LA 10/ r I N IN A5.2 N O _ 4A/ 00 ! 5.2 00 1 1 1 / oc I A5.2 Un 15/ �!S14 A5.2 I I A 5'-44" (MO) 5.2 14B A5.2 13/ A5.2 1571 A5.2 kma LIJ w V) V) SEE INTERIOR w o DESIGN DWGS W V I pall 4'-02-1" (MO) 12'-02" (MO) 2" 1'-11" 41» 41„ 7'_4» 2'-3„ 6'--�4" 2'-3» �� 3'-62,> 2�» 3,-62» -IN N / �` 7 A5.2 14B 7 - A5.2 j� A5.2 � A5.2 A5.2 N �N N N 14A �-I�N 7/ 7/ 00 A5.2 A5.2 A5.2 A5.2 I 00 CO A5.2ININ iO I I 5/ i� - r-IN 5.2 WINDOW SCHEDULE MARK SIZE STYLE REMARKS DETAILS HEAD MULLION JAMB SILL A 12'-0 1/2" (MO) x 8'-8" (MO) INSULATED IMPACT GLASS IN ALUMINUM FRAME MATCH EXISTING FRAME COLOR 10/A5.2 SEE ELEV 11 /A5.2 15/A5.2 B 5'-4 1/2" (MO) x 8'-8" (MO) INSULATED IMPACT GLASS IN ALUMINUM FRAME MATCH EXISTING FRAME COLOR 1O/A5.2 SEE ELEV 11/A5.2 15/A5.2 C VERIFY x VERIFY INSULATED IMPACT GLASS IN SEE INTERIOR DESIGN DWGS INSULATED IMPACT GLASS IN OPEN ALUMINUM FRAME ALUMINUM ALUMINUM FRAME FRAME MATCH EXISTING FRAME COLOR / F.V. EXIST. OPEN'G 9/A5.2 SEE ELEV 13/A5.2 - 11 /A5.3 15/A5.2 - 15/A5.3 D VERIFY x I.D. DWGS EXIST. OPENING FIELD VERIFY / MODIFY FOR NEW - SEE ELEV E 4'-0 1/2" (MO) x 8'-8" (MO) MATCH EXISTING FRAME COLOR 10/A5.3 SEE ELEV SEE ELEV F 12'-0 1/2" (MO) x 2'-8" MATCH EXISTING FRAME COLOR 7/A5.2 7/A5.2 7/A5.2 - - G 7'-4 1/2" (MO) x 2'-8" OPEN ALUMINUM FRAME MATCH EXISTING FRAME COLOR 7/A5.2 SEE SEE ELEV ELEV H 2'-9 1/2" (FO) x 2'-3" (FO) INSULATED IMPACT GLASS IN ALUMINUM FRAME MATCH EXISTING FRAME COLOR / APPLIED MUNT►NS* 8/A5.2 12/A5.2 16/A5.2 NOTES: - THE DIMENSION SHOWN ARE THE - FIELD VERIFY ALL DIMENSIONS PRIORLP8AR CK & SHIM - FASTEN WOOD BUCK TO MASONRY W/ TAPCONS,3" LONG @ 16" O.C. STOREFRONT'S MASONRY OPENING (MO) TO SUBMITTING SHOP DRAWINGS " FROM EACHCORNER MAX. FASTEN WINDOW TO WOOI) BUCK W/ IIGA SCREWS IN THE MASONRY WALL OR WOOD FRAME AND FABRICATION RTING ® 4" FROM EACH CORNER. FASTENERS LISTED ARE MIN.REQUIRED, WINDOW OPENING (FO) LL SUBMIT ENGINEERED DRAWINGS INCLUDING ACTUAL FASTENER SPEC. F/ EACH - MATCH WINDOW OPENING RECESS ENING BASES ON OPENING SIZES AND DESIGNED TO WITHSTAND WOOD LOAD - ALL STOREFRONT AND ALUMINUM DEPTH WITH EXISTING WINDOWS D ON STRUCTURAL DRAWINGS WINDOWS, DOORS AND DOOR FRAMES TO MATCH EXISTING WINDOW COLOR - APPLIED MUNTINS ON EACH SIDE OF V.I.F. (WHITE). GLASS MATCH EXIST. PROFILE EXIST. WALL CONSTURCTION: < -EXIST. WALL 1/2" GYP. BOARD 1 X2 CONSTRUCTION: FURRING, 8" OR 12" CMU 5/8" PAINTED STUCCO '� ON 8" OR 12" CMU 5/8" GWB SOFFIT ON 2X FRAMING EXIST. LINTEL BEAM FAN NEW WOOD TRIM - REFER TO INTERIOR DESIGN DRAWINGS CONT. CAULKING, - TYP. INSULATED IMPACT GLASS IN ALUMINUM STOREFRONT, SEE WINDOW SCHEDULE, SHEET A5.2, MATCH EXISTING WINDOW HE EXIST. WALL CONSTURCTION: 1/2" GYP. BOARD, 1 X2 FURRING, 12" CMU (BELOW TRANSOM) EXIST. WALL - CONSTRUCTION: 5/8" PAINTED STUCCO ON 12" CMU NEW WOOD TRIM - REFER TO INTERIOR --- DESIGN DRAWINGS CONT. CAULKING, TYP. INSULATED IMPACT - GLASS IN ALUMINUM STOREFRONT, SEE WINDOW SCHEDULE, SHEET A5.2, MATCH EXISTING WINDOW JA 13 WALL I CONSTURCTION: - -SHIM SPACE (PER 1/2" GWB ON MANF. REQUIREMENTS) 1 1/2" METAL FURRING, 1 1/2" RIGID INSULATION ON 8" CMU RE: OgLB.O. EXIST. LINTEL STRUCT. ELEV. V.I.F. - CONT. SEALANT TYP. ALL WOOD TRIM - REFER TO INTERIOR DESIGN DRAWINGS- 1 " VERIFY & MATCH CONT. CAULKING, - EXISTING RECESS TYP A ;TAIL I� WINDOW SCALE: 3" = 1' - 0" 10 EXIST. STUCCO BASE TRIM [BELOW SHIM SPACE (PER MANF. REQUIREMENTS) CONT. SEALANT, TYP. STUCCO SILL BELOW -I I \4B DET, VERIFY & MATCH EXISTING RECESS SCALE: 3" = 1' - 0 WALL CONSTRUCTION: 5/8" PAINTED STUCCO ON 8" CMU (RE: STRUCT.) FOAM TRIM W/ STUCCO FINISH LINTEL BEAM (RE: STRUCT) 2x PT BLOCKING, MATCH EXIST. 1 x PT BLOCKING �1 SHIM SPACE (PER MANF. REQUIREMENTS) B.O. LINTEL ELEV. 8'-8" or 10'-0" CONT. SEALANT, TYP. INSULATED IMPACT GLASS IN ALUMINUM 1 „ STOREFRONT, SEE WINDOW SCHEDULE, SHEET A5.2 AD DETAIL SCALE: 3" = 1' - 0" INSULATED IMPACT GLASS INALUMINUM STOREFRONT, SEE WINDOW SCHEDULE, SHEET A5.2, MATCH EXISTING i J WINDOW MULL DETAIL SCALE: 3" -1 - o. E C WINDOW FRAME ELEVATIONS. WALL CONSTRUCTION: - a 5/8" PAINTED STUCCO FOAM TRIM W/ STUCCO ON 8" CMU (RE: FINISH SHOWN ON STRUCT.) ELEVATIONS & SECTIONS 5/8" GYP. BOARD 1/2" PLYWD. -- LINTEL BEAM (RE: T&G PANELING RE: I.D. STRUCT) DRAWINGS B.O. LINTEL ELEV. 10'-0" STEEL BEAM (RE: STRUCT.) 1 x PT BLOCKING CONT. SEALANT, TYP. EACH SIDE SHIM SPACE (PER MANF. REQUIREMENTS) 8/ 2'-9 1 /a> (FO) A5.2 71 12/ `j A5.2 117 16/ A5.2 WOOD TRIM - REFER TO INTERIOR DESIGN DRAWINGS ALUMINUM FRAME, MATCH CONT. CAULKING, TYP. GLAZED OPEN'GS INSULATED IMPACT GLASS INALUMINUM STOREFRONT, SEE WINDOW SCHEDULE, SHEET A5.2 OPENING HEAD DETAIL WALL CONSTURCTION: - 1 /2" GWB, 1 1/2" METAL FURRING, 1 1/2" RIGID INSULATION ON 8" CMU RE: STRUCT. T&G PANELING BELOW CHAIR RAIL RE: I.D. DWGS WOOD TRIM - REFER TO INTERIOR DESIGN DRAWINGS CONT. CAULKING, TYP. SCALE: 3" = 1' - 0" WINDO WALL CONSTRUCTION: �5 INSULATED IMPACT GLASS INALUMINUM STOREFRONT, \ / 8" PAINTED STUCCO SEE WINDOW SCHEDULE, ON 8' CMU (RE: STRUCT. SHEET A5.2, MATCH EXISTING - PT WD. BLOCKING & SHIM SPACE (PER MANF. REQUIREMENTS) R-19 BATT INSUL. CONT. SEALANT, BETWEEN 2X6 TYP. FRAMING, P. . STUCCO SILL BELOW, MATCH EXISTING WINDOW CONT. CAULKING, - TYP. WOOD TRIM - REFER TO INTERIOR DESIGN DRAWINGS P.T. 2X8 SILL PLATE W/ ANCHOR BOLT AT SIM. EXIST. WALL BEYOND WALL CONSTURCTION: - T&G PANELING, 1/2" PLYWOOD, 1 1/2" METAL FURRING, 1 1/2" RIGID INSULATION ON 8" CMU RE: STRUCT. J T.O.STEEL TRUSS BRG. ELEV. 21'-6" WALL CONSTRUCTION: 7/8" PAINTED STUCCO, PAPER BACKED LATH, WEATHER BARRIER, EXTERIOR SHEATHING ON 2X6 FRAMING SOFFIT PANEL ON 2X WOOD FRAMING FOAM TRIM W/ STUCCO FINISH CONT. SEALANT, TYP. AD DETAIL SCALE: 3" = 1' - 0" WALL CONSTRUCTION: 7/8" PAINTED STUCCO, PAPER BACKED LATH, WEATHER BARRIER, EXTERIOR SHEATHING ON 2X6 FRAMING STEEL TUBE, RE: STRUCT. CONT. SEALANT, TYP. STUCCO SILL BELOW INSULATED IMPACT \ G SS IN ALUMINUM - STOREFRONT, SEE WINDOW - WOOD TRIM - REFER -- SCHEDULE, SHEET A5.2 TO INTERIOR DESIGN DRAWINGS -INSULATED IMPACT GLASS INALUMINUM STOREFRONT, CONT. CAULKING, TYP. SEE WINDOW SCHEDULE, VERIFY & MATCH SHEET A5.2, MATCH EXISTING RECESS EXISTING 413 AIL WINDOW J $ DETAIL 12 SCALE: 3„ = 1- 0 SCALE: 3= 1- 0„ SUB SIL FLASHING SEALANT BETWEEN INSULATED IMPACT ALUM FRAME & SUB GLASS IN ALUMINUM SILL STOREFRONT, SEE WINDOW CONT. SEALANT, SCHEDULE, SHEET A5.2, TYP. Q, CONT. SEALANT, MATCH EXISTING PRE -FIN. ALUM. SILL PREFORMED FOAM �`-- PAN FLASHING ARCHITECTURAL SHAPE, �- - T. CMU_ APPLY STUCCO FINISH - CONT. CAULKING, TYP. SUBMIT SHOP DRAWING OF WOOD TRIM - REFER ,� PROFILE F/ APPROVAL SLOPE TO INTERIOR DESIGN 1Y ALL HORIZONTAL SURFACES - TO PROMOTE POSITIVE DRAWINGS DRAINAGE - MATCH EXISTING TA EFORMED FOAM T.O. FRAMING =� Q ARCHITECTURAL SHAPE, _ - --_ APPLY STUCCO FINISH LEV. 18'-4" I a SUBMI SHOP DRAWING OF PROFILE 2X6 TOP PLATE F/ APPROVAL SLOPE T&G PANELING, ON 1/2" ALL HOR ZONTAL PLYWD ON 2x6 WOOD SURFACES TO PROMOTE FRAMING (RE: STRUCT.) 00 POSITIVE DRAINAGE WALL CONSTRUCTION: , 1 2 �n I 7/8" PAINTED STUCCO, PAPER R-19 BATT INSUL. I BACKED LATH, WEATHER BARRIER, WALL CONS RUCTION: BETWEEN METAL - EXTERIOR SHEATHING ON 2X6 5/8" PAINT D STUCCO FRAMING, TYP. FRAMING „ ON 8 CMU (RE: STRUCT.) �J TAILL WIND6'1WSIL,L , 16 ETAIL 'THESE FLAW 6�aI!!f ALL I�hOPi SSCALE: 3„ = 1, - 0„ r-"r%,r Tn t'Ny CORRECTIONS mommoommmiREQUIRED VY FIELD INS MAY BE NECESSARY 114 ORDER To S. nompLY WITH ALL OPLIC,cm CC �_ m a H z � O 0 �O p U 3 E~ � �--i V) o W O O uj Q o o 0 z - THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH T IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. w •� O � U O U Nth ASHAM LUCAS SIGN GROUP, INC. ('LANNING -ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 DRAWN BY PEJ CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO.1 WALL CONSTRUCTION: BATT INSUL. WALL CONSTRUCTION: (T&G PANELING BETWEEN 2X 7/8 PAINTED STUCCO ON NEW STL. ANGLE WHERE SHOWN ON FRAMING, TYP., - PAPER -BACKED MET. LATH ON LINTEL (RE: 1/2" GYP. BD. ON WALL CONSTRUCTION: STRUCTI) IN EXIST. - 1/2" GWB ON 7 7/8" MET. FURRING 5/8" PAINTED STUCCO ON WHERE NOTED MOISTURE BARRIER ON EXT. WALL CMU WALL /8 I.D. DWGS),1/2" ON PLANS SHEATHING ON MET. STUD - MET. FURRING (MATCH GWB., 1 1/2" METAL 8" CMU (RE: STRUCT.) FRAMING (RE: STRUCT.) EXIST.) FURRING, 1 1/2" RIGID INSULATION ON 1/2" GYP. BD. ON --- MET. STUD FRAMING 8" CMU RE: STRUCT. (2) 2X BUILT-UP HEADER WOOD CASING 3 WITH 1/2" PLYWD. DIVIDER COORD. PROFILE W/ 1. DOORXHEADERA(7/A5E3) W / 4 2X BUCK - (RE: STRUCT.) DOOR OPERATION AT (RE: STRUCT.) WOOD SPACER WHERE JAMBS SHIM SPACE (PER WOOD BACK BAND REQ'D FOR INTERIOR B.O. LINTEL MANF. REQUIREMENTS WHERE REQ'D FOR ELEV. 10 -0 FINISHES OR WD. ) - T&G - REFER CONT. SEALANT TYP. INTERIOR FINISHES TO INTERIOR DESIGN WOOD TRIM - REFER D. T&G - f DRAWINGS - TO INTERIOR DESIGN --CONT. SEALANT TYP. REFER D DRAWINGS TO INTERIOR I WOOD TRIM - REFER DESIGN WOOD CASING TO INTERIOR DESIGN J- ALUM. STOREFRONT CONT. WEATHERSTRIP DRAWINGS DWGS INT. DESIGN D DRAWINGS - SIDELITE WINDOW W/ FIBERGLASS DOOR PROFILE& FINISH IMPACT RESISTANT INSUL. (RE: SCHED.) o DOOR HEADER ABOVE GLAZING UNIT COMPOSITE DOOR FRAME WOOD CASING - T.O. OPEN'G SHIM SPACE CONT, CAULK REFER FINISH AS SELECTED BY ELEV. 9'-6" ARCHITECT RE: FIBERGLASS DE INTERIOR VERT. MULL: ALUM. DESIGN SLIDING BI-PARTING STOREFRONT DOOR JAMB DOOR SPEC DRAWINGSDOOR PANEL j _ & SIDELITE WINDOW W/ I iINTERIOR DESIGN RE: SHIM SPACE (PER IMPACT RESISTANT INSUL. SHIM AS DRAWINGS MANF. REQUIREMENTS) GLAZING UNIT REQUIRED iI DOOR HE DETAIL DO OR JAM. 2FIXED TRANSOM TEMP.4 DETA - WEATHER-STRIPPING ALL- " - - GLASSI „ N WOOD FRAME SCALE: 3 = 1 — 0 W/ FAUX DIVIDED LITES AROUND INC. SILL SCALE: - 1 WOOD MUNTINS EA. SIDE OF GLAZING RE: WALL CONSTRUCTION: I.D. DWGS FOR FINISHES �- (T&G PANELING WALL CONSTRUCTION: j WHERE SHOWN ON 5/8" PAINTED STUCCO ON -- ALUM. STOREFRONT DOOR I.D. DWGS),1 /2" j 8" CMU (RE: STRUCT.) ; BATT INSUL. 1/2" GYP. BD. ON W/ IMPACT RESISTANT GLASS EN MET. GWB., 1 1/2" METAL PROVIDE WD. HEADERSTUDEFRAMING, MET. STUD FRAMING FURRING, 1 1/2" 1 SUPPORT & FINISHED TYP. WHERE RIGID INSULATION ON - WOOD BACKING AT RAIL NOTED ON PLANS 8" CMU RE: STRUCT. SUPPORTS (RE: WOOD SPACER WHERE STRUCT.) 2X4 BUCK FRAME ANCHORS REQ'D FOR INTERIOR CONTI SEALANT TYP. DOOR HOLLOW MET. FINISHES OR WD. "BARN STYLE" SLIDING T&G - REFER / DOOR HARDWARE (RE: TO INTERIOR DESIGN SPEC.) COORD. STOPS DOORJAMB/SIDELITE, DETAILDRAWINGSCONT. WEATHERSTRIPW/ DOOR PULLSHOLLOW MET. SWOOD TRIM - REFER FRAME RE: INT. SCALE: 3" = 1' - 0" TO INTERIOR DESIGN COMPOSITE DOOR FRAME SLIDING DOOR PANEL - DESIGN DWGS FOR DRAWINGS FINISH AS SELECTED BY RE: INTERIOR DESIGN O O FINISH ARCHITECT RE: FIBERGLASS _- DRAWINGS DOOR SPEC HOLLOW MET. DOOR RE: INT. DESIGN DWGS CONT. CAULK -- EOVOPENO'G FOR FINISH WALL CONSTRUCTION: - FIBERGLASS DOOR NOTE: HARDWARE MANUF. BY (T&G PANELING WHERE WALL CONSTRUCTION: SHIM SPACE (PER (RE: SCHED.) "REAL CARRIAGE DOOR CO. SHOWN ON I.D. 5/8" PAINTED STUCCO ON MANF. REQUIREMENTS) FLAT RAIL SYSTEM AS JAMB SUPPORTS DWGS),1 /2" GWB., 1 1 /2" SELECTED BY INTERIOR BEYOND 8 CMU (RE: STRUCT.) DESIGNER METAL FURRING, 1 1/2" RIGID INSULATION ON 8" CMU RE: STRUCT. DOOR JA DETAIL DOOR & TRANSO HEAD DET, INT. HMDO'OR JAMB / HEAD SI - -CMU LINTEL (RE: 6 78 WOOD BACK BAND ( STRUCT) SCALE: 3" = 1' — 0" WHERE REQ'D FOR SCALE: 3 = 1 - 0 SCALE: 3" = 1' - 0" INTERIOR FINISHES - REFER 3�4 TO INTERIOR DESIGN P.T. 2X BUCK & SHIM - FASTEN WOOD BUCK TO MASONRY W/ TAPCONS,3" LONG ® 16" O.C. DRAWINGS - CONT. SEALANT TYP. BAT INSUL. BETWEEN BATT INSUL. BETWEEN 1/2" GYP. BD. ON STARTING 6" FROM EACHCORNER MAX. FASTEN WINDOW TO WOOD BUCK W/ IIGA SCREWS @ WOOD TRIM - REFER MET. STUD FRAMING, MET. STUD FRAMING, MET. STUD FRAMING 8 O.C. STARTING @ 4 FROM EACH CORNER. FASTENERS LISTED ARE MIN.REQUIRED, WINDOW TO INTERIOR DESIGN ALUM. STOREFRONT TYP. WHERE NOTED TYP. WHERE NOTED MANUF. SHALL SUBMIT ENGINEERED DRAWINGS INCLUDING ACTUAL FASTENER SPEC. F EACH DRAWINGS ON PLANS ON PLANS SPECIFIC OPENING BASES ON OPENING SIZES AND DESIGNED TO WITHSTAND WOOD LOAD TRANSOM WINDOW W/ AS SPECIFIED ON STRUCTURAL DRAWINGS IMPACT RESISTANT INSUL. CONT. CAULK GLAZING UNIT MET. STUD RUNNER & 1/2" GYP. BD. ON CRIPPLES AT HEAD MET. STUDS - ALL CONSTRUCTION: HORIZONTAL MULL: ALUM. MET. STUD FRAMING 5/8" PAINTED STUCCO ON STOREFRONT DOOR HEAD 2X4 BUCK 2X4 BUCK 8" CMU (RE: STRUCT.) SHIM SPACE PER & TRANSOM WINDOW W/ MANF. REQUIREMENTS) IMPACT RESISTANT INSUL. I' CMU LINTEL RE: GLAZING UNIT WOOD CASING WALL CONSTRUCTION: WOOD CASING RE: INT. DESIGN DWGS (T&G PANELING WHERE STRUCT) RE: INT. DESIGN DWGS FOR PROFILE & FINISH SHOWN ON I.D. - FOR PROFILE & FINISH DWGS),1 /2" GWB., 1 1 /2" PRE -FORMED FOAM METAL FURRING, 1 1/2" 1y2" TRIM W/ STUCCO RIGID INSULATION ON 8" FINISH WEATHER-STRIPPING ALL SCHED. DOOR CMU RE: STRUCT. AROUND INC. SILL WOOD DOOR JAMB WOOD BACK BAND WHERE REQ'D FOR ALUM. STOREFRONT DOOR SCHED. DOOR WOOD DOOR JAMB INTERIOR FINISHES - W/ IMPACT RESISTANT GLASS REFER TO INTERIOR is RE: DOOR SCHED. DESIGN DRAWINGS WOOD TRIM - REFER T.O. OPEN'G DOOR HEAD/TDET. INT. DOOAD DETAIL INT. DOORJAMB TO INTERIOR DESIGN ELEV. RE: A/5.1 9 10DRAWINGS > - „ 11 ,- „ CONT. SEALANT TYP. SCALE. 3= 1 0 SCALE. 3= 1— 0 SCALE: 3= 1 — 0 CONTI CAULK ALUM. STOREFRONT TRANSOM WINDOW W/ SET THRESHOLD ON IMPACT RESISTANT INSUL. PRECOMPRESSED DOOR AS SCHED. GLAZING UNIT EXPANDING POLYURETHANE ` SHIM SPACE (PER ALUM. STOREFRONT DOOR FOAM SEALANT STRIP, FIBERGLASS DOOR, '` W/ IMPACT RESISTANT GLASS ILLBRUCK OR EQ. RE: SCHEDULEMANF. REQUIREMENTS)INTERIOR FLOOR FINISHES OF43, -- RE: DOOR SCHED. DIFFERENT THICKNESSES ALUMINUM THRESHOLD PROVIDE THRESHOLD MEETING SEALANT ADA REQ. SEALANT COORD. DOOR UNDERCUT W HORIZONTAL MULL: ALUM. FINISH FLOOR (RE: WEATHER-STRIPPING WALK: CONC. OR FLOOR FINISHES & HARDWARE E STOREFRONT APPLIED STOP I.D. DRAWINGS) PAVERS RE: & TRANSOM WINDOW W/ HARDSCAPE PLANS IMPACT RESISTANT INSUL. ADA COMPLIANT . THRESHOLD SET IN FLOOR FINISHES AS in GLAZING UNIT SEALANT COORD. W SCHED. RE: I.D. DWGS. ESE PLANS G�lD ALL PROP SED WORK T.O. SLAB FLOOR FINISHES) / FLOOR FINISH � ARE SUBJECT TO ANY COFt ECTI®NS ELEV o'—o" a REQUIRED BY FIELD �_ _ IF�SPEC ORS THAT WEATHER-STRIPPING ALL a - A � MAY AROUND INC. SILL C®MPLY WITH ALL APPLICA LE CODES. 4 CONC. SLAB ON GRADE Ll CONC. SLAB W/ WWF 6X6- W1 � W1.4 Q ON VARPOR BARRIER & Q 1/2" EXP. JT. . ' CONC. SLAB ALUM. STOREFRONT DOOR COMPACT SUBGRADE Q W/ IMPACT RESISTANT GLASS RE: DOOR SCHED. DOOR SILL DETAIL DOOR SILL DETAILDETAIL7 DOOR SILL DOOR HEAD / TRANSOM 13 ;, 14 15 16 SCALE: 3 = 1 — 0 SCALE: 3" = 1' — 0" SCALE: 3" = 1' — 0" SCALE: 3" = 1' — 0" m CIO z 0 0- o o' 0 w > z a w a Ld Q o o 0 z - THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. C%1 � u _® ct n •� W O l V^ V1 !�/ Fri BASHAM & LUCAS DESIGN GROUP, INC. PLANNING •ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamiucas.com Lic. Nos.: AA26000586 LC26000508 DRAWN BY PEJ CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO. A5,03 1/2" GYP. BD. 0N7/8" MET. FURRING - 1X WOOD MALERS BEHIND WOOD TRIM WOOD CASING RE. INT. DESIGN 0NGS FOR PROFILE 8c FINISH "C" CHANNEL MET. FRAME PAINTED TO MATCH VV00O STAIN FACTORY PREPARED FOR DOOR HARDWARE WALL CONSTRUCTION: WOOD TRIM - REFER TO INTERIOR DESIGN DRAWINGS CONT. CAULK SHIM SPACE (PER -- MANF REQU|REWENTS) NEW OR EXIST. 8" CMU O" ME[ STUD FRAMING HEADER AS INDICATED 2XS BUCK , 2X R|PPED---------- �(l � m`/ o BLOCKING TAINED WOOD CASING & TRIM DOUBLE ACTING KITCHEN SERVICE DOOR 8o -------- HARDWARE ("EL|AS0N"\ | � DETAIL | / SCALE: 3" = 1' - {)" WALL CONSTRUCTION: 5/8" PAINTED STUCCO ON -WHERE INDICATED ON ELEVATIONS: PRE -FORMED FOAM TRIM WITH STUCCO FINISH CONT. SEALANT TYP. FR TNEIR DSG RWNS CN. CUK SIPCPR AE R]|EET) ALUM. STOREFRONT TRANSOM WINDOW W/ IMPACT RESISTANT |NSUL GLAZING UNIT SCALE: 3" = 1' - ()" CMU LINTEL (RE: -WALL CONSTRUCTION: 5/8" PAINTED STUCCO ON 8" CMU (RE: STRUCT.) r-HARDIE PANEL SOFFIT `-STUCCO FINISH ON FOAM TRIM CONT. SEALANT TYP. AL",". S.O"E"".`. _ TRANSOM WINDOW W/ - IMPACT RESISTANT |N8UL. GLAZING UNIT HORIZONTAL MULL: ALUM. STOREFRONT DOOR HEAD &s TRANSOM WINDOW W/ IMPACT RESISTANT |NSUL. GLAZING UNIT --~-��WEATHER-STRIPPING ALL AROUND INC. SILL ALUM. STOREFRONT DOOR ~^'~ IMPACT RESISTANT GLASS --�-----RE: DOOR 3CHED. S WOOD CASING RE: INT. DESIGN 0NCS FOR PROFILE & FINISH 2X YVD. BLOCKING RIPPED POCKET DOOR PANEL - RE: INTERIOR DESIGN DRAWINGS BATT |NSUL BETWEEN MET. � STUD FRAM|NG, TYP. WHERE NOTED ON PLANS 1/2" GYP. BD. ON 2X FRAMING DOUBLE ACTING — KITCHEN SERVICE DOOR 8c HARDWARE (^EL|ASON") WALL CONSTRUCTION: -- O&G PANELING WHERE SHOWN ON iD, DWGS\.1/2" GWB, 1 1/2^ METAL FURRING, 1 1 /2^ RIGID INSULATION ON 8" CWU RE: STRUCT WOOD BACK BAND WHERE REQ'D FOR INTERIOR FINISHES REFER 'TO INTERIOR DESIGN DRAWINGS WOOD TRIM - REFERj TO INTERIOR DESIGN DRAWINGS | CONT. CAULK SHIM SPACE (PER MANE REQUIREMENTS) lug HEAVY DUTY B|-PARTING POCKET DOOR HARDWARE (TOP RAIL) RE: HARDWARE SCALE: �" == 1' - 0" .....�.-. `. . ~ WOOD CASING RE: INT. DESIGN DWCS FOR PROFILE & FINISH `------ "C" CHANNEL MET. FRAME PAINTED TO MATCH WOOD STAIN FACTORY PREPARED FOR DOOR HARDWARE � ` " c�[�4|-' � =� 1 - /l ,~.�~ � . , WALL CONSTRUCTION: 5/8^ PAINTED STUCCO ON T 8^ CWU (RE' STRUCT) CONT. SEALANT TYP. ALUM. STOREFRONT DOOR JAMB MULLION -------WEATHER-STRIPPING ALL AROUND INC. SILL �[�4|[ �" = 1' - O" ��''�^' � ' � P.T. 2X BUCK 8c SHIM - FASTEN WOOD BUCK TO MASONRY W/ `�" TAPCONS'3" LONG @ 15" O.C. STARTING 0^ FROM EACHCORNER MAX. FASTEN VY|NDOYY TO WOOD BUCK W/ ||GA SCREWS @ 8^ O.C. STARTING @ 4^ FROM EACH CORNER. FASTENERS LISTED ARE W|N.REOU|RED' YV|NDOVV MANUF. SHALL SUBMIT ENGINEERED DRAWINGS INCLUDING ACTUAL FASTENER SPEC. F/ EACH SPECIFIC OPENING BASES ON OPENING SIZES AND DESIGNED TO WITHSTAND WOOD LOAD AS SPECIFIED ON STRUCTURAL DRAWINGS B/TT |NSUL � BETWEEN ME[ STUD FRAMING, TYP. WHERE NOTED ON PLANS 1/2° GYP. BD. ON 2X FRAMING 2X4 BUCK DOUBLE ACTING ACTNC -- KITCHEN SERVICE DOOR /b HARDWARE ("ELIASON") RE: I.D. DRAW|N TRIM PROFILES 1x TRIM TO MAI PANELING PAR OF 8"-0° WOOD D[ SEE SCHEDULE WALL CONSTRUC WOOD PANELING DRAWINGS) ON � ON 2x4 FRAM|N' RE: I.D. DRAWN TRIM PROFILES ` 1/2^GYP. BD. ON 7/8" MET. FURRING MET. STUD RUNNER 8c CRIPPLES 1X WOOD NA]LER3 - BEHIND WOOD TRIM DET IL -1r)" E TAIL 13 DOOR HEAD/TRANSO- 14 E. PUL SCALE: �" == 1' -- O" ~~`^^' ~ ' ~ INSTALL SPECS HARDWARE BASED ON JOHN5ON HARDWARE MULTI -PASS POCKETS DOOR 1OOPD SER|E8, PH: 574 293-5664 NECESSARY COMPONENTS: 2 100-0108 TOP TRACK (2) 1,050-108 BOTTOM TRACK /4` 1125 HANGERS (2) 1513 BUMPERS 4\ 1705 GUIDES 1) 2054 PULL CATCH (1) 1712 ADJ. WRENCH VERIFY W/ MANUF. IF ANY OTHER HARDWARE IS NECESSARY. HEADER AS INDICATED ON FLOOR PLANS (RE: SHIM SPACE WOOD DOOR FRAME NOTE: WHERE NO GWB OR OTHER INT. FINISH IS SCHED, OMIT TRIM ON THAT SIDE OF WALL _lY CLOSETS HVAD OETAIL SCALE: �" = 1` - 0" ��..��. � . � THESE PLANS AND ALL ��� ARE 1��ANY PROPOSED ____, CTIONS RE�QU���&�'�H�� _---'~~~...'�^�'wnSPECTORS THAT MAY BE NECESSARY 114 ORUER TO COMPLY WITH ALL APPLICABLE CODES. bi THIS DRAWING sANINSTRUMENT OFmEFMCE AND THE PROPERTY OF BASHAM DESIGN AND soAu ncumw THEIR nnopcmr THE USE OF THE onm*/wo IS nESTn/orso TO THE ORIGINAL SITE FOR **/o* IT IS pncpwnso AND puauoATIow r*snsoF IS sxpncssn uw/rso TO SUCH USE. BASHAM & LUCAS DESIGN INC PLANNING -LANDSCAPE 7645GATB PARKWAY, #20I JACKS0NVILIE,FLORlDA 32256 (904)731'2323 FAX (004)731'26A9 Wnhm6o: wnn*:huebumluuum.000z Lic.Noa.: AA26000586 LC26000508 DRAWN BY PEJ CHECKED BY MTL DATE 1-7-2014 JOB NO, 13-40 SHEET NO. Of 14'-1 1y4" 1 1/2" DIA. HAND RAIL 0 3'-0" AFF SUBMIT DWGS. FOR APPROVAL MIN PAVERS ON SAND BED T E P S DEr"T A I L ADHESIVESOR MORTARY W/ SCALE: 3/4"� V-0" r r r 13 CID H1.1 1 "TREMRON" KEYSTONE ^� STONGATE LANDSCAPE H1.1 RETAINING WALL & -� PILASTERS 15'-3" 15'-103/4" SCALE: 1/8"= 1'-0" 1'-11" 3f-8» (4) TREADS ® 11 " 16'-lly4" a a c e COLUMNS & PLANTERS BEYOND SEE 14/H 1.1 TREMRON: KEYSTONE STONEGATE CAP UNIT SECURED W/ KAPSEAL ADHESIVE OR EQ. GRADED LANDSCAPE AREA RE: LANDSCAPE DWGS & CIVIL DWGS GEOGRiD REINFORCEMENT gm, R\;• •IPA • • V•.. Mir r '{1 NOTE: THIS WALL SYSTEM IS BASED ON UTILIZING A MODULAR BLOCK RE=TAININ(:• WALL, G.C. SHALL SUBMIT SIGNED/SEALED ENGINEERING AND SPECIFICATIONS FOR THE PREII-RED WALL SYSTEM FOR APPROVAL 1 MODULAR WALL SCALE: 3/8"=1 '--0" "TREMRON" KEYSTONE STONGATE STEPS — PRE —FIN. ALUM. HANDRAILS SUBMIT SHOP DWGS FOR APPROVAL —� PRE—FAB. PLANTER AT EA. PILASTER (COORD. WITH LANDSCAPE & IRRIGATION PLANS 15'—103/4" 15' —3" REINF. VINYL RAILS 8"X8" REINF. VINYL FENCE "HEAVYWALL" POST W/ CAP (MAX. 8'-0") O.C. 8'XB' REINF. VINYL FENCE PANEL SYSTEM BY "CERTAINTEED" GALVESTON OR EQUAL, COLOR AS \ SELECTED BUILDING WALL-----------' REINF. VINYL RAILS \ APPROX. GRADE RE: CIVIL DWGS MAIN WALL RUNS ROUGH PILASTER IN VDOM PATTERN ON =RY OTHER COURSE= TYPICAL BASE COURSE PILASTER UNITS ARE TURNED 90' TO THOSE ON THE COURSE BELOW OVERLAPPING FOR INTERLOCK STRENGTH t i i i I YFIUAL SECOND AND/OR EVEN COURSES 10 H1.1 17'-6" CMU PILASTER 4'-.7"88'--8" 4` -3" — � I Tr 00 °0 16 1i1.2 00 04 00 00 COOLERS 0 CMU PILASTER 0 16 c I O H1.1 L r EXTERIOR SERVICE ¢ YARD I oI PR 4'-0" REINF. °N° 00 VINYL GATES & HARDWARE BY FENCE MANUF. SUBMIT SHOP r DWG FOR APPROVAL j REINF. VINYL FENCE POST (8' O.C. MAX.) j ,-- CMU PILASTER Lo ® 4. /0-09f 61 -89 f 13'-8" 8'-0" a N SCALE: 3/8"=1 ' —0" EXTERIOR WALL OF BUILDING RE: A1.1 1 N 00 1 4 CAS_" STONE CAP -SUBMIT SHOP DRAWINGS FOR 6 11APPROVAL H1.1 WALL CONSTRUCTION: 7/8�' PAINTED STUCCO FINISH ON 12'X12X8 REINF. CMU PILASTER TYP. REINF. CONC. FOUNDATIONS BELOW Lo CAST STONE CAP -SUBMIT SHOP DRAWINGS FOR APPROVAL----__� 8"X8" REINF. VINYL FENCE "HEAVYWALL" POST W/ CAP SLOPE TO (MAX. 8'-0") O.C. DRAIN 8'X8' REINF. VINYL FENCE PANELS COLOR AS SELECTED (2) #5 VE ITT. 1 j HORIZONTAL JOINT REINF® 16" O.C., TYP. i i 1 , WALL CONSTRUCTION:.- 1/8" PAINTED STUCCO FINISH ON CMU, TYP. co 12X12X8 cMU PILASTER —� I BLOCK UNI fS FILLED SOLID SET VINYL FENCE POST IN CONC. FOUNDATION 1 I APPROX. LINE OF FINISH GRADE, (RL: CIVIL) o e a 4f Off —� _J Q S ARE 4 (5) #5 EW / a CONC. FOOTING --� 1',-I10" 1 ` J SCALE: 3/4"=1'-0" WALL CONSTRUCTION: OEQ 7/8" PAINTED STUCCO FINISH ON CMU, TYP. 12X12X8 CMU PILASTER BLOCK UNITS FILLED SOLI E PLANS AN D ALL PROPOSED WOR 'Q' ARE SUBJECT TO ANY CORRECTIONS REQUIRED lilY FIELD INSPECTORS THAT 11 " MAY BE 'NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, I 1T I L Vils H1.1 a (2) #5 'VERT. FILLED CELLS 8'X8' REINF. VINYL FENC PANELS COLOR AS SELEC ED ATTACH TO CMU PILASTER PER MANUF. SPEC. s 8"X8" REINF. VINYL FENCE "HEAVYWALL" POST W/ CAP (MAX. 8,8'-0") O.C. 12A H1.1 lul } m 9 zZ 0 O �- H U w a t••1 w a p 0 z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THt PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY, THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. PLANNING- qAfalWAFN 7645 GATE PARKWAY, #201 JACRSONVdLTA FLOREDA 32236 (904) 731-2323 FAX (904) 7312699 WebaW: www-badmintomAm Lic. Nos.: , DRAWN BY Mm - - CHECKED BY mm DATE 1-7 14 0 DETAIL SCALE: 3/4"=1 '-0" ETAIL ETAIL SCALE: 3 4"=1'-0" 1(0'3 SCALE: 3/4"=1 '—O" ETAIL 4r SCALE: 3/4"=1 ' —O" �o��sti9 I �0 ��sti9 I ��sti9 I Ao��s�� ETAIL SCALE: 3/4"=1'-- O" 9'-4" r- I I I I I I i I I I I I I I I I I I I I I I I I I L ETAIL 7.1 ------- --- ----- - I I I 16X16 CERAMIC TILE ON CMU CAST STONE CAP BELOW O (V --------------------- WALL CONSTRUCTION: CMU BELOW CAST 5/8" STUCCO ON 8" 1100,41, STONE CMU Y 13 HT.7 FOUNDATION BELOW SIGNAGE PLAN DETAIL CAST STO N E CAP 8" PREFIN. ALUM. LETTERS SUBMIT SHOP DWG FOR APPROVAL 14 H1.2 SCALE: 3/4"=1 ' - 0" 16X16 CERAMIC TILE SCALE: 3/ `4"=1 ' -O" CAST STONE CAP 8" BOND BED W/ #4 CONT 16X16 CERAK #4 ® 24" 0, GROUT FILLE[ CELL CAST STONE --- — -- -- ---- ---- ----- --- CAST STONE CAP CAP h WALL CONSTF 5/8" STUCCC ER S U CMU, WALL CONSTRUCTION: APPROX. LINE -- -- - — - 5/8" STUCCO ON 8" GRADE — - CMU I I I APPROX. LINE OF GRADE I I ------------------------------------- I I I I I I I I I I I � I I I , 11'-0"x3'-0" W/ (3) 15 C _ .... ... - „ @ 24" O.C. TRANSVERSE 13 SIGNAGE ELEVATION —on (14 SIGNAGE SECTION DETAIL SCALE: 3/4"=1 '—O" SCALE: 3/4"=1 '-O" ETAIL ETAIL SCALE: 3/4"=1 ' -O" SCALE: 3/8"=1'-O" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED VY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER T® COMPLY WITH ALL APPLICABLE CODES. SCALE: 1 1 /2"=1 ' -O" Olson THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SWILL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 7645 C ATB PARKWAY, #201 JAC,SSONVUJA FLORMA 3ZM (904) 731-2323 FAX (904) 731 2699 wd3ift: aaw:b�mtncn oam Lic. Nm: AA26000M LC 26000M DRAWN BY MIL CHECKED BY NIlL DATE 1-7-2014 JOB NO. 1340 SHEET NO. I in EDGE SCAb • 3 16 =1 -0 tl +27.73 �IL 5 FOR ENLARGED PAVERS BY TREMRO CART PATH PLA OF THIS AREA SHELL PAVERS — SANDs-roNE, FLIPPED UPSIDE DOWN CIS AND ALL PROPOSED WORK IECT TO ANY C014RECTIONIS ,NY FIELD INSPECTORS THAT NECESSARY IN ORDER T® ITH ALL APPLICABLE CODES. m zz o 0 FN U w 1--I Lv Q Q Z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BPSHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 7645 i A TR PARKWAY, #201 jAcxsoNvujA FI AMMA 32256 (904) 7312323 FAX (904) 731-2699 wdmibe: www:b nincas ooen Ik. Nos.: AA260005M LC260005M DRAWN BY _ _M_TL CHECKED BY MIL DATE 1-7 2014 JOB NO. 1340 SHEET NO, 1*3 ------ ----0 t� - ------ ----- ----- ---- ----- - ------ - ...... ------- ____ - — `\ � ------- ----- ---- ------ ------ ---- ------ --- - --- ----- - — -- - -- ------ ------ - - - ------ ---- ------ ------ --- ------ -- ------ ------ ------ ------ ------ ------ --- ------ ------ ------ ------- ------ - ------ ----- ---- ------ ----- - - ---- ---- - - ----------- 0// ------- ----- ------ ------ -- -- ----- --- --- ---- ---- ---- ---- --- 1/0 --------------- ---------- --I F- ---- ------ , e - -------- --- _ � - --- --- --- I ---------- - - ------ ------- -------- 5 7 4 - ------- -------------- ------- ----- ------------- - ____ ---- -- ----- F I .. ...... ...... - ------- ------ ------ ------ ------- ------ ---- - - ---------- ------------ -- _j L ------ ----- ------- - ----- L __1 3 6 - _3TYP 4� --- ---- --- --- ---- --- 11 * / < < > \< --- ---- --- ---- _ --- --- --- --- -- -- /X N \< T, ------ ------- --- -- --- ------- ------- ----- --- -- ------ ------ ------- --------------- -------------------- III 6 '7 it L 7 8 6 J --- --------------- J - --- --- --- --- --- --- --- --- -- IT < Li (TYP. 3) F jjj a\ .. _.a 8 T 3) 3 -- --- - - - -- ------ L IT, Y j �2) 1107 / L ------- - - - - L I N, - -- ------ ----- ---- ----- - ---- ------ J ((TYP. 2) N 11_� _j ------ ------- ------- ------ ---- --- - ------- ------ ------ ----- ------ ------ ------ --- -- ----- -- - ------ ------ - - - ------ ---- - ------ --- A, A --------------- -- ------------ - - -------- - ---- ------ - - -------- - ---- ------ _J ------ ----- ----- --- ------ ---- ------ - ------ ------ GENERAL NOTE: EXISTING PLUMBING LAYOUT INDICATED ON THESE PLANS IS APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY; PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT SIZES, LOCATIONS AND INVERT ELEVATIONS OF ALL EXISTING UTILITIES TO WHICH NEW PLUMBING SYSTEMS ARE TO BE CONNECTED. -A I..._ - - --- - ---- ------ - --- ------ L ---- ------ ---- ------- ------ ------- ------ ---- II __ ; PLUMBING DEMO NOTES (BUILDING )G)): EXISTING 4" SANITARY BELOW FLOOR TO REMAIN. II!r EXISTING GREASE INTERCEPTOR AND 4" WASTE PIPING TO REMAIN. Il - f O EXISTING FLOOR DRAIN TO REMAIN. III r \ i O4 EXISTING SHOWER AND TRIM TO BE REMOVED; CUT/CAP WASTE PIPING BELOW FLOOR; CUT/CAP VENT & SUPPLY PIPING ABOVE CEILING. ill;< (55 EXISTING WALL -HUNG FLUSH VALVE URINAL TO BE REMOVED; CUT/CAP WASTE PIPING BELOW FLOOR; CUT/CAP VENT & SUPPLY PIPING ABOVE CEILING. EXISTING FLOOR-MTD. FLUSH VALVE WATER CLOSET TO BE REMOVED; CUT/CAP WASTE -- -- ------ ------- ------- --- PIPING BELOW FLOOR; CUT/CAP VENT & SUPPLY PIPING ABOVE CEILING. EXISTING LAVATORY & FAUCET TO BE REMOVED; CUT CAP WASTE PIPING BELOW FLOOR;l CUT/CAP VENT & SUPPLY PIPING ABOVE CEILING. EXISTING FLOOR DRAIN TO BE REMOVED; CUT/CAP WASTE PIPING BELOW FLOOR. EXISTING LP GAS REGULATOR AND PIPING TO BE RELOCATED; SEE P1.2. ----- - - ------ - T II - ------ ------- ----- ------ ___ __ ­ ------ ------- I ------ --- - ------ ------ ------- ------ ------ ------- I ------ ----- - ---- ------ ----- J - - - -- ------ - - - ------ - -- - ---- -- ---- --- - - --- - -- ----- ---------------- ---- ------ - ------------- ------ - - - __J L L _j --F�j I ------ ------- ---- ---- -- ---- --- ---- ---- - -- ------ --- ------ ----- --- ------ ----- Ili. ------ ------- ------ ----- ------ ------ ------- ------- ------ ------- ------- ----- ----- ------ ------ l O Ili I Al L\ L . .. ....... . X( >1 T 7 r --- ---- - - -- -- -- - ---- ------- ..... - ---- -------- I -------- --- - ------- ----- - --- — - - - - - - - Gregq!y fogineeriog? inp. innovative '' design solutions for engineered building systems 4567 Deep River Place Jacksonville, FL 32224 (904) 714-5188 Cert. of Authorization # 28163 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE t4ECESSAHY IN ORUER TO COMPLY WITH ALL APPLICABLE CODES. 77 M jl 0 Q_ 0 mmom�= Z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. BASHAM & LUCAS DESIGN GROUP., PLANNING -ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic.Nos.: AA26000586 LC26000508 Tn 7, Z 41 x wi, 6607 DRAWN BY WMG CHECKED BY WMG DATE 3-26-2014 JOB NO. 13-40 SCALE: 1/8" = 11-0" SHEET NO. Ae% Oreg ry i rI , Inc. innovative dasign solutions for engineered building systems 4567 Deep River Place Jacksonville, FL 32224 (904) 714-5188 Cert. of Authorization # 28163 I, -., LEADER - oo -- m F ST. „-? T �r 6 4" W. ,BELOW FLOOR Uj l . Of CD I I \\ o 4 2-6 I �0n 6" PVC CONDUIT BELOW FLOOR; °O USE LONG -SWEEP ELBOWS - N LjjP-12 �� 6B I r IL 1 -- -- --- 8' STORM DRAIN PIPING BELOW 8 STORM DRAIN PIPING BELOW -- N- --� -__ GRADE, I_XTEND AND CONNECT GRADE; EXTEND AND CONNECT TO EXIS IING DRAINAGE INFRASTRUCTURE TO EXISTING DRAINAGE INFRASTRUCTURE // A rl f - ' P 12 \ - - -- P-6A 4 SEE WASTE�VEI T , -- -- I l RISER DIAGRAM i P NEW 1500-GALLON PRE -(.AST CONCRETE l ( ( GREASE INTERCEPTOR; SLE_ DETAIL ON P2.1 APPROX. OUTSIDE DIMENSIDNS OF GREASE / 1 P-6A INTERCEPTOR ARE 6 -9 W x 12 -0" L x 5'-0" D. '0 -y ........... el - k- i / - - ; - HESE PLAINS AND ALL P20POSED WORK - A _ -- ----- __ - = REQUIRED AY FIELD CT TO ANY CORRECTI. A!ss _ ARE SUBJECT PLUMBING PLAN -SANITARY WA S T1AY BE NECESSiI�J ORDER TO _ VENT COMPLY WITH ALLAPPLICABLE CODES. P 1.1 SCALE: 1 /8" = 1'-0" m VD z O cn � w ~ w � 0- w z Q � w Q � oaz THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. J 1 1 1 d s Ij 0---Jp' A S HAM & LUCAS DESIGN GROUP, INC. PLANNING -ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 , ' I ySE }�eer p• •0 � �i ` Y LU ` DRAWN BY WM CHECKED BY WMG DATE 3-26-2014 JOB NO. 13-40 - SHEET NO. p I • ., -- \ — - — I� — — I r P-5 m P-14 P-14 — ` F -+ _ I f 1 MBH WATER HOT WATER AND GAS PIPING � SERVING FOOD SERVICE EQUIPMENT. c i /4 ,: 7—� -- - n \ GAS (1078 MB) — -' — T T r - I`--- �- -- J i _ T- T T T T — \ -LR GAS Q1(�38-IBH) /� 2 lLP IGAS I(99 _�.._ __...._ LP _ --- -- _{ RS;(799 MBH) - -_ s [„ 2/f 33 V �IBk l I I 2" SOLENOID GAS VALVE CONNECTEf1 u 4-1I i SCALE: 1 /8" = 1'-0" THESE PLANS AND ALL PROPOSED-WORI ARE SUBJECT-TOA-0 CORRECTIONS REQUiRED_tY FIELD INSPECTORS THAT ,I,---- MAY BE WCESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. m a u z o F= o- u w �- w :5 o � LLJ w� w z I w n n Ln oa THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. W1 C ct 7 �� l 1 ) • � I P'1 • • A �i lei BASHAM & LUCAS DESIGN GROUP, INC. PLANNING •ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 L ---------------------------- - -- ------ . . ........ -- ------------------------ ----------------------- A- - ------ --- - --- - - ----- ------ E.- L-V ----------------- - - - --- - ---- - ------ F F- - ------- .... 4w 0 FLOW r 4" RDj/�\ ` i� / \ ---- 4* ST. 6* ST. . . . ................ ...... ..... 4 -- - ----- ........ 4" RD (1392 - --------- - - - - -- - ---------------- - ------- ------ j [ 1 �j j i!, . . ....... -------- - ----------- ------- --- - ---- - --- - -- - -------------- - - - - -- - ----- - ------ -- --- ---- - ------ ------ - ----- ----- .. . . ....... 6" OVERAL� 71) RD 4" ��"R D 962 SF) - ---- - --- ------ --- - 68§� SF) -�944 6" DOWN (255� ----------- ------------- ----------------------------- -------- ------- - 6- DOWN (1689 SF) -4-7 --4 DOWN— 0 ; �11' -- - If- \ - ------- -------- (944 SF) LL. LLJ Of > Q - ----- - ------ ii CD --------------- --- ------ ----- - j - > 0 ,I . .. ...... — - ! \ [ j I -- -- - j )4 ----------------------- ------- - ----- 4 RD 4" ST. 4" OVERFLOW 1538 SF) RD RD WIN (1386 SF) (1514 SF) L (4 71 --- ---------- ------ -------- ------------I \ `--- - -- ------------------ -- - ----------- ------ ---- ------ -- -- ---- - - --- --- -- --- --- ------ ------ ------ ------ ------ ------- lAm -DOWN 4" DOWN- ------ ------ -- -- ------ ------ :��: __:- -_ ::_ �: =-_- ---- - ---- - -- ---- - ------ -- ------- ------ ------ ----- ------ --- -- ---- --- -- ---- ------ ------ EL t:.N2 SF) (1386 SF) — -- - ---- ----- ----------- N LJ LLI Of LLI 0 C) CO CD F-1 (772 SF Li 4" ----- - ------ - ------- - - -- - ------ T- T F - i ill ------ ----- . T ------ -- \ '� ' 1 j�. j; I f ! I � I� 6" TEPMINATE 6" RD OVERFLOW PIPING 1" THRU FACE OF SOFFIT AND COVER WITH SCREEN; REFER TO ARCH. PLANS FOR EXACT LOCATIONS (TYP. 4) PLUMBING PLAN - ROOF DRAINAGE SCALE: 18" = 1'-0" --------- ------------ -------- ------------------- ------------ - -------- - -------------------- --- ---------- ---------- ------- CD LJi l' --�� I CID 6" OVERFLOW -,(666 SF) 6" DL (1625 Gregory Eng-iJj#qrj--ng, Inc. Innovative —"' � d' e'sign solutio n-'s IF 0 r engineered building systems 4567 Deep River Place Jacksonville, FL 32224 (904) 714-5188 Cert. of Authorization # 28163 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED -BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORUIER TO COMPLY WITH ALL APPLICABLE CODES. In 0 C Cn Uj 0 0-4 U-1 CD o THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN CROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. - --- ---- - BASHA - & LUCAS DESIGN GROUP, INC. PLANNING -ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic.Nos.: AA26000586 LC26000508 E 'Ig 14 607 DRAWN BY WMG CHECKED BY -WMG DATE 3-26-2014 JOB NO. 13-40 SHEET NO. GREASE INTERCEPTOR CALCULATION Project: PGA West Clubhouse Addition Job No.: 13062 Sizing Formula For Restaurants (Required interceptor capacity in gallons = (S) x (GS) x (HR/12) x (LF) Whore: S Number of seats in dining area G`; = Gallons of waste water per meal (Use 25 gallons for restaurants with china dishes and/or automatic dishwasher; Use 10 gallons for restaurants with paper or baskets and no dishwashers.) HR - Number of hours restaurant is open LF -- Loading Factor (Use 2.00 interstate highway; 1.50 other freeways; 1.25 recreational area; 1.00 main highway; 0.75 other highway) Note: For other than private sewage disposal systems, reduce gallon values by 25%. S: 138 GS: 10 Grease Traps Required: HR: 12 1000 gallon 1.38 LF: 1 1250 gallon1; 1.10 Capacity, 1380 Gallons 1500 gallon 0.92 Grease Traps Provided: (1) 1500-gallon PLUMBING FIXTURE DEMAND TABULATION Project Name: PGA Clubh(,use at The Reserve BUILDING TYPE: NEW Project No.: 13062 PREDOMINANTLY: FLUSH VALVE Date: March 7, 2014 FIXTURE DESCRIPTION OCCUPANCY CITY. DRAINAGE FIXTURE UNITS SUB- TOTAL LOAD VALUES IN WATER (EACH) SUPPLY FIXTURE UNITS (WSFU) LOAD VALUES IN WATER (TOTAL) SUPPLY FIXTURE UNITS (WSFU) Remarks COLD fiOT TOTAL COLD HOT TOTAL WC Water Closet, Flush Valve, 1.6 GPF Public 13 4 52 10.0 10.0 130 0 130 UR Urinal, 3/4" Flush Valve, 1.0 GPF Public 6 1 2 12 5.0 5.0 30 0 30 LAV1 Lavatory, Wall Hung, HC Public 5 1 5 1.5 1.5 2.0 7.5 7.5 10 LAV2 Lavatory, Countertop Public 16 1 16 1.5 1.5 2.0 24 24 32 SH Shower Public 8 2 16 3.0 3.0 4.0 24 24 32 KS Kitchen Sink, 2- or 3-compartment Hotel, Restaurant 2 2 4 3.0 3.0 4.0 6 6 8 BS Bar or Hand Sink Private 10 2 20 1.0 1.0 1.4 10 10 14 MS Mop (Servi(;e) Sink Offices, etc. 3 2 6 2.3 2.3 3.0 6.75 6.75 9 DW Dishwashing Machine Private 4 2 8 - 1.4 1.4 0 5.6 5.6 EWC Electric Water Cooler (Drinking Fountain) Offices. etc. 2 0.5 1 0.3 - 0.3 0.5 0 0.5 IMB Ice Maker Valve Box - (Refrigerator ( Ice Maker) Public or Private 2 0 0 0.3 0.3 0.5 0 0.5 FD Floor Drain 30 2 60 0.0 0.0 0.0 0 0 0 HB Hose Bibb Public or Private 4 0 0 2.0 2.0 8 0 8 TOTALS 200 DFU j 247.25 83.85 279.6 JWSFU DFU = DRAINAGE FIXTURE UIIITS EIGHTH INCH SLOPE PER I OOT 100.4 62.4 105.1 !GPM WSFU = WATER SUPPLY EIXI IJRE UNITS � 6 - DIAMETER OF PI['r- (INCHES) � 3" � 2" ! 3" INCHES REQ'D. Gregory Engineering, Inc. no Invative design n solutios for engineered building systems 4567 Deep River Place Jacksonville, FL 32224 (904) 714-5188 Cert. of Authorization # 28163 y PLUMBING FIXTURE SCHEDULE DESIGNATION MANUFACTURER MODEL # FIXTURE DESCRIPTION -�-_CONNECTION SCHEDULE WASTE VENT CW HW "MADERA" 15" HIGH VITREOUS CHINA WATER CLOSET W/ ELONGATED BOWL P-1 AMERICAN STANDARD 2234.001.020 DC -POWERED SENSOR FLUSH VALVE -- AMERICAN STANDARD 6065,161.002 (1 1,; GPF) a" 2" 1" -- OPEN-FRONT SEAT (NO LID) - CHURCH MODEL 9500-SSC 17" HIGH VITREOUS CHINA WATER CLOSET W/ ELONGATED BOWL (HANDICAP) "MADERA" DC -POWERED SENSOR FLUSH VALVE - AMERICAN STANDARD 6065.161.002 (1 G GPF) P-1H AMERICAN ST;,.NDARD 3043.001.020 OPEN -FRONT SEAT (NO LID) - CHURCH MODEL 9500-SSC 311 2„ _ LOW WATER CONSUMPTION (1.6 GALLONS PER FLUSH) LOCATE FLUSH CONTRO VITREOUS CHINA COUNTER TOP LAVATORY P-2' AMERICAN ST!iVDARD "AQUALYN" DC -POWERED SENSOR FAUCET - SLOAN OPTIMA PLUS EBF-650-BDT (0.5 GPM) M 0476.028.020 TRAP - 1 1/4" CAST BRASS WITH C.O. PLUG PLY- 3/8" ANGLE -TYPE WITH STOPS; 1 1/4" 1/2" 1/2" FURNISWINSTALL ASSE-1070 THERMOSTATIC MIXING VALVE FOR EACH FAUCI r VITREOUS CHINA WALL -HUNG LAVATORY (HANDICAP) "LUCERNE" DC -POWERED SENSOR FAUCET- SLOAN OPTIMA PLUS EBF-650-BDT (0.5 GPM) P-2H AMERICAN STANDARD 0355.012.020 TRAP - 1 1/4" CAST BRASS WITH C.O. PLUG :2" 1 1/4" 1/2" 1/2" PROVIDE OFFSET TAILPIECE; INSULATE TRAP, WASTE ARM & SUPPLIES PER ADA SUPPLY - 3/8" ANGLE -TYPE WITH S P ` AMERICAN STANDARD "STALLBROOK" FULL -HEIGHT VITREOUS CHINA, FLUSH VALVE URINAL (HANDICAP) 6400.014 DC -POWERED SENSOR FLUSH VALVE - AMERICAN STANDARD 6063.101.002 (1 0 GPF) 91' ' 2" 3/4" SINGLE -COMPARTMENT, STAINLESS STEEL SINK FAUCET -SPEAKMAN NO. SC-5722-BOCA/FLO P-4 JUST SL-2219-A-GR CUP STRAINER - JUST MODEL J-35 21" 1 1/2" 1/2" 1/2" SUPPLY - 3/8" ANGLE -TYPE WITH STOPS TRAP - 1 112" CAST BRASS WITH C.O. PLUG FLOOR -MOUNTED MOLDED STONE MOP BASIN P-`i ZURN Z1996-24 FAUCET W/ WALL BRACKET, HOSE THREAD & VACUUM BREAKER - ZURN Z191u-SF 3" 2" 1/2" 1/2" FURNISH WALL- MOUNTED MOP HANGER P 5 ZURN Z415B FLOOR DRAIN W/ 5" NICKALOY STRAINER TOP PROVIDE AUXILLARY INLET FITTING FOR TRAP PRIMER CONNECTION 3 2 - -- P-6A ZURN Z191" FLOOR SINK WITH 8"x8"x6" SUMP AND HALF -GRATE TOP FURNISH/INSTALL 6" DEEP -SEAL TRAP FOR EACH DRAIN 4 2. -- - P-61B ZURN Z415E HUB DRAIN WITH NICKEL ALLOY FUNNEL TOP FURNISH/INSTALL 6" DEEP -SEAL TRAP FOR EACH DRAIN 4 2 -- - 100-GALLON GAS -FIRED DIRECT -VENT COMMERCIAL WATER HEATER P-7 A.O. SMI I'H CYCLONE BTH-199 199 MBH INPUT; 94% EFFICIENCY; 324 GPH RECOVERY AT 70F TEMP RISE - -- 1 1/2" 1 1/2" SET WATER TEMP. CONTROL TO 140E INSTANTANEOUS ELECTRIC BOOSTER HEATER P-7A EEMA\ EX48T 4.8 KW; 208/l/60; 20A; 320 RISE AT 1.0 GPM 1/2'" 1/2" SET DISCHARGE TEMP. CONTROL TO 145F P-8 STUDOR MINI - VENT AIR ADMITTANCE VALVE 1 1/2" P-9 SPECIALTY PRODUCTS OB-819 ICE MAKER BOX WITH INTEGRAL WATER HAMMER ARRESTOR -- -- 3/8" -- P 10 ZURN Z-1321 FREEZE -PROOF, ENCASED, ANTI- SIPHON, RECESSED WALL HYDRANT WITH LOCKABLE COVER PROVIDE OPTIONAL WALL. CLAMP AND PLAIN BRONZE BOX - -- 3/4" - P-11 ZURN Z-1700 SERIES WATER HAMMER ARRESTOR. SIZE PER P.D.I. WH-201 -VERIFY THAT COMPONENT IS ACCESSIBLE. P-12 ZURN Z-1400 FLOOR CLEANOUT - PROVIDE SCREW COVER TO MATCH SIZE OF PIPE. VITREOUS CHINA WALL -HUNG LAVATORY "LUCERNE" DC -POWERED SENSOR FAUCET - SLOAN OPTIMA PLUS EBF-650-BDT (0.5 GPM) P-13 AMERICAN STANDARD 0355.012,020 TRAP - 1 1/4" CAST BRASS WITH C.O. PLUG 2" 1 1/4" 1/2" 1/2" SUPPLY - 3/8" ANGLE -TYPE WITH STOPS; FURNISH/INSTALL ASSE-1070 THERMOSTATIC MIXING VALVE SET TO 11OF MAX FOR FAUC x3 FAB ACRY IC H VALVE/HEAD: SYMMONS TEMPTROL 11 BP-56-1-231 P-14 AQUATIC BATH 1323362P ANTI -SCALD BALANCED PRESSURE SHOWER ASSEMBLY, MAX FLOW- 2" 1 1/2" 1/2" 1/2" 2.5 GPM DRAIN: SIOUX CHIEF 821-200P WI4-1/4" NICKAL 60x30 PREFAB ACRYLIC A.D.A. BARRIER -FREE SHOWER ACCESSIBILITY FIXTURE: PROVIDE A.D.A. GRAB BARS AND SEAT P-14.H� - PR APF6Q36BFSP VALVE/HEAD: SYMIYIONS TEMPTiQII 25-300-B3_0-V-L-R 2" 1 1/2" \ 1/2" 1/2" ANTI -SCALD. BALANCED' PRESSURE SHOWER ASSEMBLY',X FLOW- .5 GPM DRAIN: SIOUX CHIEF 821-266P W/ 4-1/4" NICKALOY STRA P-15 ELKA " EZSTL8C ELECTRIC WATER COOLER W/DUAL SPLIT LEVEL BASINS (BARRIER FREE) 8.0 GPH CAPACITY, 4.5 F.L.A., 120-1-60. 2" 1 1/4" 1/2" -- `E PLANE ANU- CL PROPOSEDVbF ARE SUDJECT TO ANY CORRECTIONS m U) 4Z 1 O ~ w Q C) Cis W w b-i i I w � Q w w CL I � Q � o � Ln 0<_ Z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY, THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. C) r-Li � • i--� BASHAM & LUCAS DESIGN GROUP, INC. PLANNING -ARCHITECTURE -LANDSCAPE, 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 DRAWN BY --- WMG CHECKED BY -- WMG -- --- DATE 3-26-2014 JOB NO. 13-40 SHEET NO. P2* MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. VENT W PPLIED) VENT COMBUSTION AIR NOTE: THE CONCENTRIC VENT TERMINATION KIT MAY BE USED WITH A 3 OR 4" DIA. PIPE SYSTEM. WHEN CONNECTING TO A 4" DIA. PIPE SYSTEM A 3 x 4" FIELD SUPPLIED REDUCER IS TO BE INSTALLED AT THE AIR INTAKE AND EXHAUST CONNECTION OF THE CONCENTRIC VENT TERMINATION KIT. INSTALL ACCORDING TO MANUFACTURERS RECOMENDATIONS. DIRECT -VENT TERMINATION DETAIL NOT TO SCALE FLOOR CO W/ACCESS COVER. FINISHED BRASS CO PLUG LINE TOP OF COVER FLUSH GRADE W/COUNTER SUNK HEAD W/TOP OF FLOOR �12" SQUARE CONCRETE PAD 1 8 BEND 1/8 BEND TROWEL SMOOTH AND EDGE / CONCRETE 4" DEEP WITH WWF "'BALANCE OF PIPING REINFORCEMENTS SAME AS CLEANOUT TO GRADE WAs;TE LINE; r:r­_�1 L,---NGTH TO SUIT Ffl FLOOR CLEANOUT / "-WASTE LINE \�1/8 BEND IF CLEANOUT OCCURS AT END OF LINE CLEANOUT TO GRADE CLEANOUT DETAILS. NOT TO SCALE MAY E� iEND AS A F\9 WASTE/vENT STACK CHROME WALLCOVER AND SCREW WALL PLUGGED TEE I WITH CLEANOUT FLOOR LINE c 1/8 BEND FLOOR DRAIN FINISHED FLOOR \\�'-- - BALANCE OF PIPING SAME AS CLEANOUT TO TRADE WALL CLEANOUT D [,TAI L S NOT TO SCALE 1/2" CW SUPPLY PIPING IN WALL -�tl LAVATORY I 1/2" CW SUPPLY TO FAUCET I TRAP PRIMER EQUAL TO ZURN Z-1022 - ESCUTCHEON PLATE (TYP.) -4/ . v _. .-----G �- -A .n -- NOTE: PROVIDE SEPARATE TRAP PRIMER FOR EACH DRAIN. -1/2" SCH. 40 CPVC PIPING FROM PRIMER TO AUXILIARY INLET FITTING ON DRAIN FLOOR DRAIN TRAP PRIMER DETAIL NOT TO SCALE GregoryEln ir>Ilerin tnc. Innovative design solutions for engineered building systems 4567 Deep River Place Jacksonville, FL 32224 (904) 714-5188 Cert. of Authorization # 28163 1107 1407 CW HW HW -THERMOMETER WITH COLD WATER LINE. SEE DRAWINGS GAUGE COCK (TYP.) FOR SIZE AND SPECIFICS ---MIXING VALVE -INSULATED HOT 1" CW WATER LINE WATER HEATER SHUT-OFF VALVE TO BE SAME SIZE AS THE PIPE IT SERVES. S E UAL TO AMTROL EXPANSION TANa p J --- - -. FRESH AIR INTAKE PIPING-- BALLVALVE (TYPICAL) GAS SUPPLY BY -- HEAT TRAP LOCAL GAS COMPANY -�-� DIELECTRIC UNION (TYP.) - GAS SHUT-OFF VALVE - _ - - - - -GAS REGULATOR DIRT LE�- I- - A,S.M.E. APPROVED TEMPERATURE & PRESSURE RELIEF VALVE. PIPE FULL SIZE TO SAFEPAN. II EXHAUST STACK PIPING ---� I II DIRECT -VENT WATER HEATER; SEE FIXTURE SCHEDULE II II ICI �s j TANK DRAIN PROVIDE A 2" HIGH PLASTIC SAE-EPAN l FOR WATER HEATER 1" SAFEPAN DRAIN, PIPE TO FLOOR DRAIN 2 VVATER HEATER PIPING DETAIL- NOT TO SCALE 3 H E'§i PIANA AND ALL PROPOSED WORK Ahk Wbilof TO ANY CORRECTIONS AkUTA 04iY FIELD INSPECTORS THAT 4NNEWRY IN ORDER TO t FLOOR DRAIN FINISHED FLOOR - AUXILIARY INLET FITTING AT DRAIN FINISHED WALL -- -- FLUSH VALVE----- TRAP PRIMER ASSEMBLY EQUAL TO SLOAN F-72-Al 'II WATER CLOSET II !� II II II ----------- 1/2" TRAP PRIMER PIPING BELOW FLOOR SLAB, SLOPE AT 1 /8" PER FOOT (MINIMUM) TO FLOOR DRAIN ri`� FLOOR DRAIN TRAP FRMER DETAIL, M i i O C w o I w w Q o O z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. w a BASHAM & LUCAS DESIGN GROUP, INC. PLANNING -ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 fag:.NS ... ve�� S k Y �°m DRAWN BY WMG CHECKED BY WMG DATE 3-26-2014 _ JOB NO. 13-40 SHEET NO. p 2,0h, 0