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HomeMy WebLinkAbout035-94 Cracker Barrel - Backfile (2)a LO Z cr LU w Lu n ro z CD cn w tn co cc CO U / c0 3 CD a 1 N/F GUTHRIE DB 626 P 307 ZONED:: B-2 USE: BILLBOARD IGN CURVE No. 0 LQ = 00-15-14 1 RADIUS = 5623.58 1 ARC=24.93' ! TANGENT =12. 46' CHORD =24.93' CH. BRG. =N 46'46'19"E I I 91.43 , N 37199E w I Q co W N0- I�aLi i CO N O a I � p CO W Iz o ?� N � 31 � 0 z I FRAME SHED CD � 1 � I t� . CD co 03 Z 1 �� N -n 0070 C O ---IODcp CP - U) 1 Z O fT� f L Z �1 N 1 �1 \ N_ s 1 � 1 1 STORY ' 2 FRANAE N DWELL'_ING 0 OD W vn 2 \ \ �n ..o N � � C -aw1 I 1 1 C) Z IN. 1 1 1 WI I\ \ r "�1 2 D I \ EX MH RIM=713.45 INV IN=704.55 INV OUT=704.15 a rn U'A LOCATION I IM -mmmm SCALE: 1 * • 2000' 2,30 7n INTERSTATE 81 R.O.W. N 56.75 0 10 20 40 60 (GRAPHIC SCALE TRAVEL LODGE SIGN -- — — — — — — — — — — — — — — — — B.M.=CHISELED SQUARE — — — T _� — — T — — T — T — SE. GOR. SIGN [IFT I I I T 7 I BASE �35.56 �� �� T11 z a Q III O i ; 14 JU6 i ! I (— — I \ FRAME BLDG SWIMMING POOL I � I I I I I I I I III III 21 9 I I I O I I O I I O \ CONCRETE IT ------III ' II L-- -- — -- / — NV IN=725.073.51 I �. — (,- ;•� I \ (_ __ II INV OUT=725.11 Ul - -- ----- �� b COVERED PORCH II TRAVELODGE HOTEL I I I � I I — -- - — I I) X I II I Al I NEW PORCH ADDITION — III ---- -- --- b II IF--- I IN 1��I NEW BLD6. ADDITION -- O-- — REMOVE EXISTING SIDEWALK _ I p III TO SUB6RADE AS REQUIRED. --- -- —_ — � RELOCATE EXISTING "C" LIGHTS I --- -- --- I II II AS DIRECTED BY G.B. REP. I O 1 I II --- 6 NEW 5' GONG. SIDEWALK EXI5TIN5 MATCH EXISTINGI�r­1 EXISTING ASPHALT I TOTAL INPERVIOU5 = 102,552FS.F.(535i5�OT I CRACKER BARREL I I— --� III, II i (I F•F.E• a '72550 II TOTAL OPEN SPAGE = g2,610 5.F.(4_7%) ��-_ - -- • • II ALL EXISIN6 LANDSGAPINC� •�I � — � (I Z TOTAL AR)=A = 195,192 S.F.(IOORS) I IN THE GONST. AREA WILL (� BE RELOCATED ON SITE AT I III INN PROPERTY LOCATED IN THE 5HA!^MEE MAGISTERIAL DISTRICT. I I THE DISCRETION OF THE _ U CRACKER BARREL REP. ON I I PROPERTY ZONED B-2, GEN. BUSINESS, 155K OPEN SPAGE REQ. SITE. II II• EX15T. FAR = 6M45/195,Ig2 = 0.050. I I — -�- —_ IF <— __ _- — II I (Ih PROP. FAR = IOlgb/195,Ig2 = 0.052. I I I 1 I ( I I REQUIRED PARKING = IOlgb/100 = 102 I < — -- II IE PROVIDED PARKING = 01 GAR, b HANDICAP, 5 RV/ N)5 I I BUILDING HEIGHT = 23-0 O FRONT PARAPET. I II NOTES FOR BUILDING ADDITION: I LTHE CONTRACTOR WILL VERIFY THE LOCATION OF ALL I z I I � EXISTING UTILITY LINES. 2.GAP OFF OR REROUTE IRRIGATION LINES AS REQUIRED. I j 5.THE CONTRACTOR WILL EXCAVATE 12 BELOW FINISH MCI GRADE AND BAGKFILL WITH TOPSOIL MEETING THE II \\ II II SPECIFICATIONS. 4.5EED AND STRAW ALL AREAS DISTURBED BY GONST. z -- O --- O 9 II I ACTIVITY. THE CRACKER BARREL PROJECT MANAGER 2 �I II \� I WILL MAKE DECISIONS REGARDING ADDITIONAL LAND- — — �l� _ _ _ _ _ _ \ \ \ II (II SGAPINC� AND THE RELOCATION OF ANY EXSlTIN6. ®I _T J 915.THE CONTRACTOR WILL MATCH THE ELEVATION FOR �\ SMOOTH TRANSITION OF FLOOR TILE BETWEEN OLD I AND NEW CONSTRUCTION. I) �� N 46 15 08 E - 84.23 _ I -- PROPERTY TO THE SOUTH NOT SHOWN III INTERSTATE PROPERTIES L.P. _ L� DB 556 P 706 ZONED: B-2 USE: VACANT o I I0 Z I PROPERTY TO THE SOUTH NOT SH WN I PROPERTY TO THE SOUTH NOT SHOWN I I _� _ PDB 41A G. BIGGS2 P 639 I w SHENANDOAH PROFESSIONAL CREDIT ASSOC. DB I i o FEDERAL BANKING ASSOCIATION OF WNCHESTER II O III L J III L I ` _ ZONED: B-2 USE: RESIDENT] L DB 382 P 74 LL _L_ -i �I _ — � �1 — �L —I �I— 1� 1 __ _� —I *'� a — d ZONED: B-2 USE: BUSINESS _ _ _ _ _ _ _ _ _ _ _ _ _ _ j� — — `� — — — — _ — — — — — � — — "- ____ --'' — — � —EX. 12" D.I. W/M — — — /z_- — -- — -- — — — -= — _ — — c 3� >s�o c ®IX3 o 10 0 , APP.�_ cc 30 ic ,A Q °� @9 A g � m pka o® o� 0� w e ec=8 O w Go A® c 0:2 207'-8" PVC SAN. SEWER 0 4.4% I GENERAL NOTES: RELOCATE EXIT EXIT LIGHT FIX1 NEW PENDANT L F I XTURE TO MA' EXISITNG (TYP.) NEW INGANDESC FIXTURE TO MA EXISTIN& (TYP.) NEW SPRINKLER &ENERAL GONT TO MATCH LOG, TYPE I GUANTI- NEW CEILING F/ EXISTING GOND NEW PENDANT t✓ LIGHT FIXTURE MATCH EXISTING ADA SGOPE OF I�ORK PROVIDE AN ALTERNATE BID TO PROVIDE THE FOLLOWING WORK. VERIFY EXTENT OF WORK WITH PROJECT MANAGER BEFORE COMMENCING ANY ADA WORK. I. INSULATE DRAIN LINE A\ND HOT WATER LINES BELOW VANITY AT PUBLIC TOILETS IF EXPOSED. 2. INSTALL OWNER FURNISHED INTERIOR SIGNA&E PACKAGE AT TOILET ROOMS, TELEPHONE, CASHIER COUNTER AND> ENTRY. VERIFY W/ THE CRACKER BARREL PROJECT MANAGER IF THE APPROPRIATE 51ON PACKAGE HAS BEEN INSTALLED AT THIS LOCATION. 5. VERIFY LOCATION OF SOAP DISPENSERS AT PUBLIC TOILETS. IF THEY ARE ABOVE 48" AFF TO OPERABLE PORTION OF DISPENSER LOWER TO 48" AFF PATCH AND REPAIR WALL AS REQUIRED. 4. CHECK AND ADJUST THE INTERIOR HINGED DOORS WITH CLOSERS TO A MAXIMUM PUSH OR PULL OPENING FORGE OF 5 Ibf. R.EFLEGTED GEILINO FLAN SCALE: 1/4" = 1'-0" NOTE: SPACE 2 12" O.G. FIRST FROM EXTERIOR NEW W12x2b BE (VERIFY $ MAT EXISTING BEAN PROFILE) NEW W12x26 BE (VERIFY 4 MAT EXISTING BEAM PROFILE) DBL. JOIST cap EDGE — MATCH EXIT CLOSURE P, CONDITION END OF POf (4) 2x8'5 GC Y-NEHA WIOX12 BEAM jXIST 6 WI x30 �EA Ll x 10'5 1 4'-U" WALLFIX O x p N• KN �Z® I 10 I I A-3 A-3 AM XIST 6 WI x26 EAM :.H _ — — OJ I x p N �N I A-3 JA 10 I� I I A-3 AM EXISTI \46 WI x26 13EAM :H — — — JClIST TTA ED J XISTI DBL. JOIST W 1 2" D A. THRUBOL TS O -- U x p �N 1 i NEW 1111 W12x14 ll AM I I X15T 6 WI x22 EAM TINE �NEL NT :CH I � I x `? 0 N_ i I �® I >NT. I I A-3 ADDITION ROOF FRAMING EXIST'& ROOF FRAMING ROOF FRAMING FLAN SGALE: 1/4" = 1'-0" �" O.G. I. EXISTING CONDITIONS AND DIMEN51ON5 SHALL BE FIELD VERIFIED. -7. LIGHT FIXTURES WILL BE FURNISHED BY GRAGKER BARREL. HOWEVER, IT 15 THE OWNER AND/OR ARCHITECT SHALL BE NOTIFIED OF ANY D15GREPENGIES RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE ORDERING BETWEEN THE EXISTING CONDITIONS AND THE GON5TRUGTION DOCUMENTS AND DELIVERY OF LIGHT FIXTURES WITH GRAGKER BARREL AND WITH GRAGKER PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE BARREL'S VENDORS AND TO INSTALL LIGHT FIXTURES. GENERAL CONTRACTOR RESPONSIBLE FOR VISITING THE 51TE TO VERIFY EXISTING CONDITIONS SHALL FURNISH AND INSTALL ALL OTHER FIXTURES AND FINISHES. VERIFY WITH AND BECOME FAMILIAR WITH STATE AND LOCAL REQUIREMENTS PRIOR GRAGKER BARREL PROJECT MGR. IF ANY OTHER OWNER FURNISHED ITEMS TO SUBMITTING HIS OR HER BID. DI5CREPENCIE5 WHIGH ARE NOT BROUGHT WILL BE AVAILABLE. TO THE ATTENTION OF THE OWNER OR ARCHITECT PRIOR TO GOMMENGIN6 CONSTRUCTION SHALL BECOME THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 8. GENERAL CONTRACTOR SHALL VERIFY IF BASEBOARD HEATERS ARE INSTALLED AT FRONT WINDOW WALL ® DINING ROOMS. IF 50, CONTACT ARCHITECT OR GRAGKER 2. CONTRACTOR TO PATCH $ REPAIR ANY AREAS AS REQUIRED NEW EXTERIOR/ BARRELS PROJECT MANAGER FOR EXTENSION OF HEATERS AND PROPER GIRGUITIN6. INTERIOR WORK SHALL MATCH EXISTING UNLESS NOTED OTHERWISE. 9. DO NOT PERFORM ANY WORK ON THE EXISTING ROOF WITHOUT NOTIFYING 3. PROVIDE ALTERNATE BID TO PAINT ENTIRE EXTERIOR OF THE GRAGKER BARREL PROJECT MANAGER. IF WORK 15 NOT ACCOMPLISHED BUILDING DURING CONSTRUCTION OF REMODEL AND ADDITION: BY A CERTIFIED ROOFING INSTALLER THE WARRANTY WILL BE NEGATED. 4. WHEN P0551BLE ALL EXISTING CONDITIONS SHALL BE MATCHED 10. CONTACT LOU15VILLE TILE FOR VERIFICATION OF EXISTING TILE PACKAGES. AND LOCATED WITH SAME 5PAGING AND SIZE AS EXISTING FINISHES PHONE: (615) 333-3196 AND FIXTURES. TH15 NOTE PERTAINS TO ITEMS SUCH AS FLOORING, LIGHTING HVAG DIFFUSERS GEILIN& FANS AND BATTENS 5. GENERAL CONTRACTOR SHALL REOUE5T THAT THE ELECTRICAL SUB-GONTRACTOR CONFIRM THE ELECTRICAL SERVICE AND EQUIPMENT IS ACCEPTABLE TO THE LOCAL UTILITY COMPANY. OUTLINE AND PROVIDE PRICING FOR ANY ADDITIONAL WORK REQUIRED TO COMPLETE THE REMODEL AND ADDITION OUTLINED IN THESE DOCUMENTS. THIS SHOULD BE INCLUDED IN THE INITIAL BID. b. CONTRACTOR SHALL PROVIDE FOR GONTINUOU5 UNINTERRUPTED OPERATION OF EXISTING FACILITY AS REQUIRED BY CRACKER BARREL'S PROJECT MANAGER AND ON SITE STORE MANAGERS. MEGHANIGAL AND LIGHTING SYSTEMS AND DRIVE AND PARKING FACILITIES SHALL REMAIN INTACT AND OPERATIONAL TO THE GREATEST EXTENT POSSIBLE DURING THE CONSTRUCTION PERIOD. NECESSARY MEASURE SHALL BE EMPLOYED TO MAINTAIN LEGAL FIRE EXITING CONDITIONS AND TO PROTECT THE HEALTH, SAFETY AND PERSONAL COMFORT OF ALL CUSTOMERS AND EMPLOYEES. THESE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY SAFETY BARRIERS, DUST AND N015E BARRIERS, LIGHTING, SURFACING AND SI&NAOE AS REQUIRED. FLOOR FLAN NOTES 8" CONCRETE BLOCK FOUNDATION 1 WALL ® SIDE AND REAR WALLS GHAN&E TO 12" BLOCK ® ALL I EXTERIOR DOOR OPENINGS. NOTE: LOCATE TOP OF SLAB IN NEW DINING AREA TO PROVIDE A LEVEL TILE TRANSITION BETWEEN NEW 8 EXISTING DINING AREAS PK R +� -7 lor3 I i-\�t+ N A-2 A-2 r — NEW 4" THIGK GONG. SLAB — W/ 6x6 W1.4 x W1.4 W.W.M. ON Jj b MIL POLY VAPOR BARRIER I I 3'-4" 8I" z � OVER 4" MIN. GRAVEL FILL J Q 4 COMPACTED 5UB6RADE z 8" GONG. BLOCK cv >L FOUNDATION WALL W/ I I z Q Z 24" x 12" DEEP GONT. I ►- Z 1- 3000 psi FOOTING W/ I I O () (2) #5 BARS GONT. w tvi 0 I _W IL A TOP OF I\�` IN Ak NEW SLAB 3'-0" x 3'-0" x 12" DEEP R+ I IIRV 0.001, �NDK+ 3000 psi GONG. FOOTING R +iR I+�Uj�+ W/ (4) #4 BARS EACH WAY & (SEE DETAIL 5/A-3 TYPICAL AT ALL NEW COLUMN LOCATIONS) Lj A-3 TOP OF EXIST'& SLAB IRV 0.00" (4) NEW COLUMNS TO BE LOCATED OPPOSITE EXISTING 2'-0" TYP. COLUMNS - DETERMINE EXACT LOCATION IN FIELD TURN DOWN NEW SLAB TO EXISTING FOOTINGS _ u u- I AT ALL EXISTING COLUMN w w 2 LOCATIONS 0 > N > A-3 v c o 4 5�7'\�` R+ I �+ A+ + A-3 EDGE OF EXIST'& GONG. SLAB 0 N 1. INSTALL NEW 3'-0" x 6-8" x 1 5/4" FLUSH HOLLOW METAL DOOR 4 FRAME - DOOR d FRAME TO BE PAINTED. SEE DETAILS 1, 2 $ 3 SHT. A-2 4 HARDWARE SET #I, SHT. A-2. 2. NEW DINING AREA TO HAVE THINSET QUARRY TILE FLOOR W/ BASE TO MATCH EXISTING CONDITIONS. WALL FINISH TO BE 3/8" R.S. PLYWOOD W/ I x 3 R.S. WOOD BATTENS ® 16" O.G. (MATCH CONDITIONS IN EXIST'& DINING AREA). CEILINGS TO BE EXPOSED - STAINED. 5' x 5' GONG. PAD W/ LI&HT R.O. BROOM FINISH (SEE SITE PLAN) NEW DOWNSPOUT 4 A-2 SPLASHBLOGK NEW WIOxl2 BEAM NEW DOOR - SEE FLOOR PLAN NOTE #1El I 'I 5 I A-3 I REMOVE EXISTING 1/2 SOLID BLOCK AS REQUIRED FOR A uj SMOOTH TRANSITION BETWEEN NEW 4 EXISTING SLABS O p w _LL T� R+ I I �+�Uj � + N �A A-3 J �� r 1 NEW 5" THICK 3500 psi GONG. PORCH SLAB W/ 6x6 W2.q x W2.a W.W.M. Lu X OVER 4" MIN. GRAVEL FILL v ON GOMPAGTED SUB&RADE - PROVIDE LIGHT BROOM FINISH (SLOPE TO DRAIN) TURNED DOWN SLAB PORCH ON GRADE BEAM (SEE DETAIL I/A-3) FOUNDATION PLAN SGALE: 1/4" = 1'-0" ,3 NEW W12x2b BEAM (VERIFY 8 MATCH EXISTING BEAM PROFILE) + u- N w 4° u.1 dr- lL NEW W12x26 BEAM (VERIFY $ MATCH EXISTING BEAM PROFILE) 2 A-3 NEW TABLES CHAIRS (TYP.) NEW W12x14 BEAM II iI 11 10 I 1 A-3 -41 A-2 DININ I 1 ADDITION (28 ADD I TONAL SEA+ EE FLOOR LAN NOTE #21 1 A( 8 II 4 L 7-4" I NEW WINDOW- A-2 MATGH EXI5T'6 PORCH ADDITION + x w O � F- (N _ Q � I NEW bx6 R.S. WOOD POST NEW 4"x4" R.S. WOOD BRACE - SEE EXT. ELEV5. WALL LEGEND NEW WOOD STUD WALL (2X8'S@ 16"o.c.) EXISTING WALL Q GENERALNOTE: PLANS STAMPED BID SET SHALL BE USED FOR BIDDING PURPOSES ONLY. 6HAN6E5 MAY OGGUR BETWEEN THE TIME PLANS ARE RELEASED FOR BID AND RELEASED FOR CONSTRUCTION. ANY CONSTRUCTION ACTIVITY COMMENCING PRIOR TO THE GENERAL CONTRACTOR OBTAINING AN AUTHORIZED SET OF CONSTRUCTION PLANS WILL BE AT HIS SOLE R15K AND EXPENSE. GENERAL CONTRACTOR SHALL NOT USE THESE DRAWIN65 FOR CONSTRUCTION PURPOSES UNLESS THEY HAVE BEEN STAMPED, DATED AND SIGNED BY DESGN AND ENGINEERING AND RELEASED AS CONSTRUCTION DOCUMENTS. BY: DATE: GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF GON5TRUGTION DOGUMENT5 AND SHOP DRAWING5 PROVIDED BY OTHERS. GENERAL CONTRAGTOR SHALL NOTIFY DE5167N AND ENGINEERING OR CRACKER BARREL PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES IN ANY PLANS, SHOP DRAWINC-7S AND/OR SPECIFICATIONS. SHOULD A DISCREPANCY BE FOUND, DO NOT PROCEED UNTIL CLARIFICATIONS HAVE BEEN MADE BY THE PROPER OWNER REPRESENTATIVE. NO WORK — EXISTING W14x30 BEAM E ISTINC W12x26 BEAM SEE NEW BRACE AND TRIM DETAIL WA-3. i ----REMOVE EXIST'& EXTERIOR WOOD STUD WALL AS REOV - COORDINATE W/ GRAGKER BARREL PROJECT MOR. FOR SCHEDULE 4 SCREENING REQUIREMENTS EXISTING DINING E ISTIN6 W12x26 BEAM SEE NEW BRACE AND TRIM DETAIL -7/A-3 EXISTING TABLES CHAIRS (TYP.) REMOVE EXIST'& DOOR, FRAME & GONG. PAD EXI G W14x22 BEAM X �I D5 EXIST'& WINDOWS -2 NEW EXPANSION JOINT i EXIST'& 6x6 R.S. WOOD POST � C = EXIST'C- BRACE FLOOR PLAN SGALE: 1/4" = 1'-0" t 6�0 o ° o = _� -,Q L y = �= Q °o0,) _ '3 _ o Q z E X • s cm s 3 _-g 0=673 i� ) �S N L �Jl 00 _7 m p (� O 0 er E� o0 O Q 0 oo o a O o d a OO ca ❑o OO VV E o �0 O 1, v� • �' L • T� a N o w N U-� IU w Ozr �w 111 LLi� � xrry Wiz- I� EXISTING BUILDING "M-WELD" FREFABRIGATED 5" x 2 I/2" OVERFLOW SCUPPER THRU PARAPET WALL REFINISHED METAL SCOFFER $ DOWNSPOUT -- TOP OF ROOF BEYOND NEW CONSTRUCTION 7 A-2 PREFINISHED GOPIN6 ON ROUGH SAWN Ix4 2" MAX 3/8" ROUGH SAWN PLYWOOD 51 D I NO Ix3 ROUGH SAWN WOOD BATTENS ® 16" O.G. DRIP GAP (SEE DETAIL I/A-2) METAL DOOR ROUGH SAWN Ix4 I-j — — _ — — GONG. PAD REAR ELEVATION SCALE: 1/4" = 1'-0" NOTE: ALL WOOD TRIM SHALL HAVE MITRED CORNERS. NOTE: BACK. AND FACE PRIME R.S. PLYWOOD, BATTENS AND TRIM PRIOR TO INSTALLATION. L NOTE: G.G. TO PROVIDE ALT. BID TO REPAINT ENTIRE BUILDING EXTERIOR. BATT I N5UI-. 1/2" COX PLYWOOD �- 2x4 BLOCKING CONTINUOUS CAULK qk' ABOVE 0'-0" 20 GA. ALUM. / DRIP GAP � METAL FRAME METAL DOOR _ HEAD A-2 SCALE 1 1/2" = I' -O" 2x8 FRAMING AT R.S. PLYWOOD 1/2" COX �� — PI_YWOOD 3/8" R.S. PLYWOOD 1 /2" GO PLYWOOD Ix3 R.S. BATTENS 2x8 FURR DOWN SHIM SPACE Ix4 WOOD TRIM CONTINUOUS CAULK 1/2" GO PLYWOOD 3/8" R.S. PLYWOOD Ix4 R.S. WOOD BASE BEYOND 2-2x8'5 SHIM SPACE Ix4 WOOL' TRIM GONT!NUOUS Ix4 W< TRIM METAL DOOR � pi 2x8 F META- FRAME EXIST GOLUi IN5JL. W/ INT 2 JAMB MUNTII BLOC" SCALE : 1 1/2" = 1'-0 Ix4 We UNDERCUT DOOR 3/4" SLOPE AWAY `" THRESHOLD SET IN FROM BUILDING- BED OF MASTIC (SEE I,'8" PER FT. MIN. HARDWARE SCHEDULE) METAL DOOR QUARRY TILE THIN SET 1, 2" EXP. JOINT /I"THICK o° 0Fa Po° SEE FOUNDATION a 8. oo DETAILS FOR ° D STRUCTURAL NOTES.GONG. SLAB °°° o(TURNED DOWN AT RIGID IN5UL. 8O EXTEND 42" HORIZ. DOOR OPENING) o0 oo AND VERTICALLY AT PERIMETER 3 5 1 L L A-2 SCALE : 1 1/2" = 1'-0" BA1rT INS 1/2 COX PLY'WOOL 3/8 " R.S. PLY'WOOE 2XP� FRAI Ix3 R.S. BATTENS HARDWARE SG H E D U L E SIDE ELEVATION HARDWARE SET NO. I - NEW DINING EXIT DOOR BUTTS TA2714 4 1/2 x 4 1/2 x PG x NRP (1 1/2 PR) (PAINTABLE) • (MGKI NNEY) THRESHOLDS 425 DKB x 36" W/ 200N DKB x 36" DOOR SWEEP • (NATIONAL GUARD) WEATHER 160DKB x 1/36" 2/80" • STRIPPING (NATIONAL GUARD) 51 LENDERS WO-7 (3 PER DOOR) (BUILDERS BRASS) MEDECO EXIT ALARM • LOCKS AND ALARM LOCK - MODEL #700-U5624 DEADBOLTS DARK BRONZE - (RELOCATE EXISTING) GL05ER5 P8301 BF x ALUM x 5NB (NORTON) (RELOCATE EXISTING) * NOTE: VERIFY CONDITION OF EXISTING EXIT ALARM 4 CLOSER CRACKER BARREL PROJECT MANAGER TO APPROVE REUSING EXISTING. Ix3 WOOD BATTENS 1/2" GO PLYWOOD Ix4 WOOD TRIM OAK SHOE MOULD BEYOND INSULATED GLASS W/ INTERNAL MUNTIN STRIPS. SET WINDOW IN BED OF CAULK. MATCH EXISTING WINDOW. JAMB AT CORNER r4 OF FRONT HALL A-2 SCALE : 1 1/2'' = 1'-0" EXISTING WALL TO BE DEMOLISHED EXISTING 2x8 WOOD FRAMING EXISTING WOOD TR I M EXISTING WINDOW AND FRAME 1"IY1 I Vf-1 LnIZ;l I IIVI_7 s JAMB DETAIL A-2 SCALE : 1 1/2" = 1'-0" /4" x 8" WOOD TRIM w/ MITERED CORNERS 4" x 4" STEEL COLUMN Ix3 FURR'G OAK OUARTERROUND BASE BEYOND 6 GOL.UMN DETAIL — SCALE : 1 1/2" = 1'-0" SCALE: 1/4" = 1'-0" PROVIDE FLASHING AT PRE -FABRICATED U.S. INTEG SCUPPER (MATCH EXISTING SCUPPER SIZES 10'-b" ABOVE 0.00" FIELD VERIFY b" x b" x 12" DEEP PRE -FINISHED SUMP w/ 4" x 4" PRE-FIN15H RAIN WATER LEADER TO MATCH EXISTING 3/8" R.5. PLYWOOD OVER 1/2" GDX PLYWOOD-- Ix3 R.S. WOOD BATTENS AT 12" O.G.-_ 5/8" R.S. PLYWOOD -� 1/2" COX PLYWOOD I x 3 R 5 WOOD PRE -FINISHED METAL COPING TO MATCH EXISTING I/2" PLYWOOD BACK-UP GRAVEL GUARD (PERFORATED) 2 x 10 JOIST (SLOPE FRONT TO REAR AT 1/4"/FT. MIN) ANCHOR TO EXISTINS WALL ® STUD LOCATIONS - 2 ATTACHMENTS EACH STUD U.S. INTEG ROOF SYSTEM 8„ BATT INSULATION 2x8 5TU0,15 AT 16 O.G. /-----1 /2" GP PLYWOOD T.O.S. TO MATCH EXISTING BATTENS ®Ib" o.c. i-QUARRY TILE AND BASE THINSET I x 4 R.S. WOOD TRIM ,NEW 4" THICK CONCRETE 8" X 16" CONCRETE 5LAB W/ bxb 10/10 WWM SPLA5HBLOCK-- i ON 6 MIL. POLY VAPOR BARRIER OVER 4" MIN. CRUSHED STONE 2xbP.T.Fz W/ -�— 1/2" AB.'s ® 48" o.c. 1/2 SOLID BLOCK - ° oo°O°°o W/ q" MIN. EMBEDMENT W ° o °O°°O°oo ° GONG. BLOGK -FILL W/ ° _ 3000PSIGONG �- — — 3/8" EXPANSION JOINT OI RIGID INSULATION - Lu Q 0oo�— °°Oo BACK 24" DN. TO FTC. j — I ° — — ° 0 8" GONG. BLOCK -FILL _ 0 o i W/ 3000 PSI GONG. I 24" x 12" GONG. FT6. W/ — ° (2) #5'5 CONT. rT-� SECTION THRU REAR HALL A-2 SCALE : 3/4" = 1'-0" AN ROOF 11 SHED ESS 5UTTER SAWN 2x6 SAWN Ix FIT UGH COST I x3 ROUGH SAWN BATTENS ® 16" O.G. 3/8" ROUGH SAWN PLYWOOD SIDING LINE OF METAL FLASHING BEHIND PLYWOOD 8 BATTENS TOP OF ROOF BEYOND METAL ROOF PREFIN15HED 5EAMLE55 �- OOEE GUTTER BUILT-UP WOOD BEAM — ROUGH SAWN 4x4 BRACE AT 45 ° ROUGH SAWN 6xb POST PREF I NI SHED DOWNSPOUT-___ Ix4 ROUGH SAWN BASE NEW F WALL NEW i` ROOF NEW CONSTRUCTION EXISTING BUILDING FRONT ELEVATION SCALE: 1/4" = 1'-0" ROOF PLAN 5GALE: 1/4" = 1'-0" N OF NLL A5 CURB 4TION PLYW'D r7­77 L N � o 0 0 L E 9 N c 0 � > p 3 Q foy� (9 o J E X L o Ro �_ 0� Sr 6 J O Q J O DO O MO s L L cam Q (� Q O o a o 0 O o 13 t- 0 L o0 Q o0 00 � o O ❑ a a ❑ (CE13 d Q @ � a d ❑o i� Q o � 0 V �� � Its �J • OF- s r a N >`�m 3 Lw 00 <� �$ ln1 w C,3�ZUJ Q)~ N . N JJ 1 J:� � ,L T 0 0 Q Rm luti 0 o Q m�jj� At EXIST'G STEEL BEAM - SEE A -I 4 2-3 1/4" NEW R.S. 4x4 BRACE AT 450 Ix4 R.S. WOOD TRIM AT TOP OF COLUMN R.S. Ix8'5 WITH MITERED CORNERS 5/8" THREADED DOWEL W/ HEXHEAD NUT AND WASHER AT BOTH SIDES 2'-3 1 /4" 4" NOTE: MATCH CONDITIONS ® EXISVO 4x4 BRACES. 7 TRIM DETAIL -3 SCALE 1 1/2" = I'-O" EXISTING EXTERIOR GRADE EXISTING STEEL COLUMN AND PLATE EXISTING CONCRETE SLAB - EXISTING GROUT EXISTING FOOTING NEW STEEL BEAM - SEE A -I INEW 1/8" STEEL ANGLE - (000NTERSINK HEX IHEAD NUT AND <t IWA5HER ON 5/8" I j THREADED BOLT i N I I NEW 4" CONCRETE SLAB W/6x6 NlAxW1.4 WWM OVER I 6 MIL. VAPOR BARRIER AND 4" MIN. GRAVEL FILL a— 4 _ — d 4 A 0 0 4 NEW SLAB AT � EXISTING COLUMN A-� SCALE 1 1/2" 10 xl0 x3/4 BASE PLATE I I TS 4x4 xl/4 1^1/(4) 3/4" ANCHOR BOLTS 3/ib" I I r4" CONCRETE SLAB FINISH GRADE - u_;,i) w 3 1 5 1/2" u- ;t ? 6�c)z a ��u'O�z �i > LL / o 6A 2" GROUT > u_ PROVIDE 3" MIN. 6 OUT 3„ 11 COVER OVER EXPOSED II II 31-O"x3'-O"x 12" DEEPQ BOLTS FOOTING W/ (4) #4 ' m s BARS EACH WAY 5 NEN GOLUMN FOOT I NC SCALE 1 1/2" = 1'-O" REMOVE EXISTING NEW THINSET QUARRY TILE -� I WOOD STUD WALL NEW 4" GONG. SLAB H/ \` i i �-- EXIST'O GONG. SLAB 6x6 W1.4xW1.4 W.W.M. OVER 6 MIL. POLY VAPOR BARRIER I I --EXIST'O THINSET OUAR:RY 4 4" MIN. GRAVEL FILL--- G — TILE - PATCH AS REO"D — 0.00" o — TOP OF EX15T'G SLAB o o , O o o O o 0 O l TURNED DOWN bo'o °o o0 °O o° SLAB EDGE � I/ �_ --- EXIST'G GONG. BLOCK CURB 1/2" EXPAN5ION JOINT I TO BE REMOVED - PATCH FLOOR AS REO'D TO RECEIVE NEW TILE CRITICAL NOTE: — EX15T'G GONG. BLOCK SET ELEVATION OF NEW SLAB FOUNDATION - FIELD VERIFY 50 THAT NEW THINSET TILE •. CONDITIONS ALIGNS W/ EXIST'6 TILE IN EXIST'6 GONG. FOOT' C DINING AREA AFTER STUD WALL 8 CURB IS REMOVED NEN SLAB AT NEN 4 AND EX I ST I NC D I N I NC -3 SCALE 3/4" = 1'-0" NEW 5" GONG. SLAB TURNED DOWN © EDGE H/ 6x6 W2.gxW2.q W.W.M. EXI5T'6 PORCH SLAB OVER 6 MIL. POLY VAPOR BARRIER. SEE SECT. I/A-3 FOR FILL BELOW \ NEW TURN DOWN TO MATCH EXISVO — DEPTH o O o0 0 0 0Oo°o°o o D 1/2" EXPANSION JOINT #5 GONT. I 3 NEN SLAB AT PORGH r4-3 SCALE : 3/4" = 1'-0" NEW U.S. I NTEG ROOF SYSTEM NEW RIGID INSULATION NEW 3/4" EXT. GLUE GD\ T40 PLYWOOD-- NEW 2xIO R.S. WOOD JOIST ATTACH NEW JOIST TO EXIST'& DBL. JOIST W/ 1/2" DIA. THRUBOLT5 ® 24" O.G. EXISTING 2x8 PARAPET FRAMING EXISTING PLYWOOD NEW DBL. 2x8 SILL PLATE EXISTING ROOF $ BLOGKING EXISTING 2x10 DBL. JOIST DTL. © ROOF BET. NEN g EXISTIN5 DINING AREAS A-3 SCALE : 3/4" = 1'-0" REMOVE PLYWOOD, BATTENS NEW U.S. INTEG ROOF SYSTEM I �- 2 x 8 FRAMING FROM EXISTING \ I PARAPET AS REQUIRED. PATCH NEW RI61D INSULATION-, \ NEW 3/4" EXT. GLUE GO T $ G PLYWOOD \ ajo EXISTING R.S. PLYWOOD OVER CD PLYWOOD NEW 2x10 R.5. WOOD JOIST ATTACH NEW J0151 TO EXIST'O DR. J015T W/ 1/2" PIA. THRUBOLT5 ® 24" O.G. AS REQUIRED NEW 26 GA. 6ALV. METAL GOPING o \ OVER P.T. DBL. 2 x 8 WOOD PLATE \ EXISTING PLYWOOD NEW P.T. DBL. 2 x 8 WOOD SILL PLATE EXISTING ROOF d BLOCKING EXISTING 2x10 DBL. JOIST NOTE: GUT EXISTING PARAPET WALL TO FORM 3'-0" WIDE SECTION OF LOW CURB BETWEEN NEW AND EXISTING ROOF SYSTEMS AS SHOWN ON ROOF PLAN q LON ROOF GURB DETAIL —3 SCALE 3/4" = 1'-0" FRAMING (MATGH EXIST. PARAPET HEIGHT) Ix4 R.S. WOOD TRIM 3/8" R.S. PLYWOOD 1/2" GO PLYWOOD BACK-UP ------__ 2x8 WOOD 5TUD5 AT ib" O.G. 2x8 WOOD BLOCKING (GONT.) 1/2" ANGHOR BOLT AT 48" O.G. PENETRATE GROUT JOINT IN 5OL I D BLOGK GOUR5E PROVIDE 9" MIN. EMBEDMENT IN FILLED GORE BELOW PR. TR. FURRIN6 (GONT.) Ix4 R.5. HOOD TRIM 2" ABOVE 0.00" 8" GONGRETE BLOCK--- ----PRE-FINI5HED METAL COPING TO MATCH EXISTING PLYWOOD BACK-UP 3/8" R.5. PLYWOOD I I A-3 SiM (2) 2 x b NAILERS % 2 x 8 LEDGER (SLOPE FRONT TO REAR. MATCH EXISTING SLOPE) ,-2 x IO J015T (SEE REFLECTED / CEILING PLAN FOR 5PAGIN6) -Ix4 R.S. WOOD TRIM b" BATT INSULATION 3/8" R.5. PLYWOOD OVER 1/2" GDX PLYWOOD Ix3 R.S. WOOD BATTENS AT I b" O.G. I 2x8 STUDS AT Ib" 0 G 1/2" GD PLYWOOD 3/8" R.5. PLYWOOD 2x8 HOOD FRAMIN6 AT I b" O.G. (2) PR. TR. 2x8'5 (GONT.) Ixb R.S. WOOD TRIM THI N5ET QUARRY TILE 2 I/8" ABOVE 0.00" THK. 3000 psi GONG. SLAB W/ bxb 1.4x1.4 WWM ON b MIL POLY VAPOR BARRIER 12" DEEP x 24" WIDE GONT. GONG. FT6. WITH 4" GRAVEL FILL 2-#5 BARS, GONT. (TYP) - > MIN. ° a I" RIGID INSUL. (EXTEND TNDER OM a E ° a a c a HORIZONTALLY • , AND VERTIGALLY TO TOP OF FOOTING 0 S GTION THRU SIDE MALL —3 SCALE : 3/41 PROVIDE SHIM m SPACE BEHIND 2x R.S. SO THAT R.S. IS FLUSH WITH OUTSIDE EDGE OF BEAM FLANGE cm I x 4 R.S. WOOD TRIM AT TOP OF COLUMN 20 GA. 6ALV. 3 I/8"xq" • TIE PLATE (5EGURELY .... ATTAGH WITH 8d NAILS) ., .. 4 NAILS PER JOIST PROVIDE AT ONE SIDE, TYP. . 2x PR. TR. PLATE . (GUT TO FIT) PROVIDE GOVERAOE FOR FULL WIDTH OF FLANGE -- I x4 R.S. NO. TRIM AT TOP OF COLUMNS GUT R.5. 2x12'S TO FIT STEEL BEAM 1/4" PIA. BOLTS STAGGERED (TOP FROM BOTTOM) PROTRUDING PLATE AT TOP OF COLUMN STEEL COLUMN BEYOND to D I N I N0 ROOM BEAM -3 SCALE 1 1/2" = 1'-0" 43# ORGANIC FELT OVER METAL "Z" STRIP AND EXTEND OVER TOP PLATE OF PARAPET WALL -, I x3 R.S. BATTENS Ix4 WOOD TRIM 26 GA. GALV. A 1211 STRIP TERMINATION d BAR f 4"x4" CANT STRIP b" MINERAL 4" 5URFAG I NG "TAN" R.S. PLYWOOD I/2" PLYW'D. 5HEATHI N6 "BRA I " APP MODIFIED BASE m BRAI-FLEX FLASHING SMOOTH BRA I 6BSP-4 % MEMBRANE FRAME WAALL PARAPET - -- (2) PR. TR. NA I ER5 U.S. ISO BD. R-VALUE = 23 (3" THK.) WOOD DECK U.S. I NTEG ROOD SYSTEM A-3 SCALE : 1 1/2" = 1'-0" NOTE: DIMENSIONS ARE FOR GENERAL REFERENCING ONLY ALL EXISTING ELEVATIONS SHALL BE FIELD VERIFIED AND NEW WORK SHALL MATCH EXISTING-2. 2x6 R.5. WD. FASC MATGH EX15T1 N6 4" PREFINISHED OGEE GUTTER AND DOWNSPOUT/ O �v -7'-0" ABOVE 0.00 (4) -7/16' PIA. HOLES S 1/4"xb"x - 6" STL. PLATE 1/4"x3" STEEL POST BASE BAR ANCHORED 6" I N TURNED DOWN SLAB. THRU-BOLT W 1 TH I I/2 „ 3/8" BOLT WITH HEXHEAD-PROVIDE NUT AND WASHER o u- cN Li .41 Z •� z CL � Z 5 1/2" x 1 1/2" e a KEYWAY D' L LL LL d INTERIOR 1/2" COX PLYW 3/8" R.S. PLYW I x 3 BATTENS AT 16" O.G. EXTERIOR 2X8'5AT16"0.C. 1/2" GDX PLYWOOD 3/8" R.S. PLYWOOD METAL Z-GLIPS AT HORIZ. PLYWOOD JOINTS DBL. BLK'G. GONT. (5TAGGER 5LK'6. BETWEEN STUDS) R.S. BATTENS BEYOND AT 16" O.G. ri HORIZONTAL PLYHOOD JOINT —3 SCALE 1 1/2" = 1'-0" 43# FELT NAILED AT 12" O.G W/CAPPEG m tt HEAD FASTENER 0.032 PREFINISHED ALUMINUM WITH CONTINUOUS CLEATS EACH SIDE NAILED TO R.S. Ix4 AT 8" O.G. (DO NOT PENETRATE GAP FLASHIN6)- 1x4 R.S. WOOD TRIM -- _ Ix3 R.S. WOOD BATTENS AT 16" O.G. - STEEL COLUMN (BEYOND) 1/2" COX PLYWOOD 3/8" R.S. PLYWOOD 2x8'5 AT 16" O.G. -- -__ 2x8 BLK'G. GONT. (LET -IN) ALUMINUM FLASHING STANDING SEAM METAL ROOF 2 x 4 PR. TR. PURL I NS AT 12" O.G. -- 2x8 R.S. RAFTERS \ , , AT 16" O.G. FABRICATE COPING AT MAXIMUM LENGTHS AND OVERLAP 6" AT JOINTS CAULK JOINTS AS SHOWN 6" UNDER PLATE (2) 2x8 PR. TR. PLATES SPL I GE JOINT AT GOP I NC (2) PR. TR. 2x8's (GONT.) TOP OF FRONT SIGN PARAPET TO MATCH EXISTING 1 x4 R.S. WOOD TR I M NOTE: TOP OF STEEL 3" BELOW EXISTING TOP OF I� PARAPET FRAME WALL 1 x3 R.S. WOOD BATTENS AT 161, O.G. 1/2" GDX EXT. GLUE PLYW'D. 3/8" R.5. PLYWOOD "SIMPSON STRONG TIE" JOIST HANGER U26R x VERIPY ANGLE TOP OF 2x8 RAFTER TO MATCH EXISTING 3/4" OR 5/8" GO EXT. T AND G PLYWOOD DECK T.O.5. TO MATCH EXISTING 2x12 R.S. WOOD TRIM (GONT.) —�\ WOOD JOIST Ix4 R.S. WOOD TRIM 2x10 R.5. WOOD TRIM 2x10 WOOD BLOCKING — I x4 R.S. PR TR 2x8 WOOD PLATE I WOOD TRIM STEEL BEAM __-.---- 2x WOOD TRIM - GUT TO FIT TIGHTLY AGAINST ROOF \�— 1 x3 R.5. WOOD ------ (4) 2x8'5 BATTENS AT \� ib" O.G. Ix R.S. WOOD TRIM 1/2" GO PLYWOOD GUT TO FIT `\\ 4x4 R.S. WOOD BRACE AT 45 ° ANGLE ` 3/8" R.S. PLYWOOD FASTENED TO POST BEYOND WITH 5/8" THREADED DOWEL, WASHERS, AND HEX NUT. (PAINT TO MATCH WOOD COLOR) bxb R.S. WOOD POST DINING 1/2" G.D.X.PLYWOOD 3/8 R.S. PLYWOOD 6" BATT INSULATION I I/2 ANCHOR BOLT AT 48 O.G. PENETRATE GROUT JOINT IN SOLID BLOCK COURSE PROVIDE q" MIN. EMBEDMENT IN FILLED GORE BELOW 1 x4 R.S. WOOD TRIM - � A 16 O G I N6 p / (2) PR. TR. 2x8's 5" THIGK 3500 psi CONCRETE z (GONT.) SLAB WITH bxb W2.gxW2.q WWM X (3\ , Ixb R.S. LOCATE REINFORCING IN 2" MIN - WOOD TRIM 2 1/2" MAX FROM TOP OF SLAB O Q REINFORCING SHALL BE FLAT Q--Q-- ;� /1/2 SOLID BLOCK SHEET FABRIC WALKED INTO SLAB I- w PER P.G.A. 6.,UIDLINE5. \d w OUARRY TILE THINSET 2 I/8" ABOVE 000" ,SLOPE I/4" PER FOOT (MIN) \ z — . FIN. FLR. SEE CIVIL DRAWINGS FOR PERGENTAGE OF SLOPE = v I I/2" ABOVE 0.00" __�`�_aj ___ TOP OF SLAB _____ d r z Lu 8" CRUSHER RUN - (MATCH EXISTING) PROVIDE 8" TURNDOWN AT FRONT WALL #5 BARS CONT. PROVIDE 2 BARS AT EACH LOCATION IF BEAM IS WIDER THAN 18" 5/8" EXPAN5ION JOINT - 12" DEEP x 24" WIDE GONT. GONG. FTC. WITH 2-#5 BARS, GONT. (TYP.) ri SEGT I ON THRU FRONT MALL -3 SCALE : 5/4" = 1'-0" F- 4" THK. 3000 psi w GONG. SLAB W/ p 6x6 1.4x1.4 WHIM ON 6 MIL POLY )- VAPOR BARRIER �L MINRAVEL FILL W J � j• v . 4 ; 0 . I" RIGID INSUL. (EXT END 24") HORIZONTALLY AND VERTICALLY TO TOP OF FT6. z CY LL a� C o, .E L E Q o �c N ?03 11 j1 Q (j) -2 a � V E 0 O 3 � � v E 0 c 00 IT-' jif T J o 10" [� a-g 215 O o o c0 L u L y v Q Q Q 0 Q U 0` '0 q)�0 o >s s 00 00 a �o M� O 0o ❑ 0 0 gin c� _rc�O a Q Q a d �a d f� OQ o b c (a `ot# " ~, I t �- to � � N o FLU 0 � � W �Zr w r fV g T OQ IINII Q 't z DI 11 DRAIN SPILL PLUMBING NOTES: GRADE 1. ALL EXPOSED SPRINKLER HEADS SHALL BE 165'F ACTIVATED UNLESS OTHERWISE NOTED. 2. SEE ARCHITECTURAL REFLECTIVE CEILING PLAN FOR GRID LAYOUT. 3. SPRINKLER LAYOUT AS SHOWN AND PIPING DIMENSIONS BASED UPON TABULAR SIZING METHOD FROM NFPA 13. 4. ANY ALTERNATE SPRINKLER PIPING ARRANGEMENT, SPRINKLER HEAD LOCATION. OR SIZE REDUCTIONS IN MAIN OR BRANCH SPRINKLER PIPING SHALL NOT BE PERMITTED WITHOUT EXPRESS WRITTEN APPROVAL FROM THE OWNER. 5. SPRINKLER SYSTEM SHALL BE INSTALLED BY A LICENSED SPRINKLER CONTRACTOR. INSTALLATION SHALL BE IN STRICT ACCORDANCE w/NFPA 13. 6. HOLD FIRE SRINKLER PIPING AS TIGHT AS POSSIBLE TO BOTTOM OF ROOF DECK WHILE MAINTAINING PROPER FALL FOR DRAINING. 7. COORDINATE SPRINKLER WORK WITH OTHER TRADES. 8. SPRINKLER SHOP DRAWINGS AND CALCULATIONS MUST BE APPROVED BY THE AUTHORITY HAVING JURISDICTION. 9. SPRINKLER CONTRACTOR SHALL COORDINATE ALL SIZING. COVERAGE, ETC. WITH LOCAL AUTHORITY HAVING JURISDICTION. SPRINKLER CONTRACTOR SHALL PROVIDE SPRINKLER SHOP DRAWINGS FOR OWNERS REVIEW AND APPROVAL. LEGEND "o) STANDARD BRASS PENDANT HEAD D SIDE —WALL HEAD (pla-Y) 1 1 i 1 1 1 1 1 1 PORCH ADDITION 1 � 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 � 1 1 1 1 I 1 1 1 SPRINKLER FLOOR PLAN SCALE: I "q"= 1'-0" — n _DING f . AWAY WALL LEGEND NEW WOOD STUD WALL (2 x 8's @ 12" o.c.) EXISTING WALL U 2 E T O L E Cl g to 0 L CL m •- ao X C Q 3 C t `I�vrj.p a C 8 n II� - to 4. N C@ O T O� Ir— T•—U L 3 CC Q j L O ® z O + `U�m 0` 4 b0 G� CJ 00 � a 00 a a o� a C✓J� G`J �rip, � CQO a � d (�r I 29 �N A 4 a ONS 0 0- - 0 Q _ a� cn m N �r �Y O` Q` O` C � a)" -0 +3 U U / O C rn m 1-1 Im u LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NUMBER LAMPS VOLT OTY TYPE MOUNTING REMARKS 6 LIGHTOLIER 6190BK/6343 120 1 150 R40 TRACK F4SS 25 PHASE I1 1054 120 1 75A67/SS PENDANT MTD. DINING CHAND. 120 1 65R30FL 10 ABOLITE RD 150 BLK/ST. 24" 120 1 25 W/AIF PEND. MTD. MIT ALIGNER d ST. 24-BLK CONTROL BLK/BC600 BLK BC-600-BLK w/OTHER PORCH LIGHTS 20 PRESCOLITE ELB2H-B FURNISHED SURFACE EMERGENCY LIGHT FIXTURE w/ BATTERY BACKUP 30 CRAFTMADE CXL52BRG w/24" PENDANT MTD. c EXTENSION ROD 9'-0" AFF FAN TO BE SET ON LOW SPEED. DIRECTION OF TURN TO FORCE AIR UPWARDS. ANCHOR FAN MOUNTING TO OMIT ANY WOBBLE IN FAN GENERAL NOTES: 1. ALL LIGHTING FIXTURES, FANS AND LAMPS SHALL BE SUPPLIED BY CRACKER BARRELL THROUGH HERMITAGE LIGHTING GALLERY - 531 LAFAYETTE, NASHVILLE, TENNESSEE. FOR INFORMATION REGARDING LIGHTING FIXTURES. CALL JIM EDENS AT (615) 244-4167. 2. GENERAL CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES AND LAMPS. 3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SPECIFIED LAMPS IN LIGHTING FIXTURES. REFER TO FIXTURE SCHEDULE FOR LAMP TYPES. 4. COORDINATE LOCATION OF ALL TRACK FIXTURES AND FANS TO MATCH LOCATIONS OF THE EXISTING FIXTURES AND FANS IN THE DINING AREA. O PLAN NOTES: 1. LOCATE FANS TO MISS ALL LIGHTS+ A/C, DUCTS, SPRINKLER PIPING, ETC. PAINT ALL EXPOSED WIREMOLD FITTING, ETC. BROWN TO MATCH FANS. ROUTE AND MOUNT FANS AND CONDUIT ALONG THE SIDE OF THE TRACK BETWEEN THE SAME JOISTS. 2. TIE INTO CIRCUIT AND CONTROLS FOR EXISTING PORCH & EMERGENCY LIGHTS. USE #12 AWG CONDUCTORS d #12 GND. IN 1,2 INCH CONDUIT. 3. EACH TRACK CIRCUIT SHALL BE CONTROLLED BY A 1500 WATT DIMMER SWITCH. ONE So TO CONTROL ALL TYPE 6 FIXTURES SHOWN. THE OTHER So IS TO CONTROL ALL TYPE 25 SHOWN. 4. PROVIDE SWITCH FOR FAN CONTROL. 5. TO 3 NEW 20/1 CIRCUIT BREAKERS IN PANEL K1. PANEL K1 IS APPROXIMATELY 65 FT AWAY, AT REAR OF BUILDING. USE 3%"C. - #12 AWG & #12 GND. 6. ROUTE DOWN INSIDE OF WALL. 7. WIREMOLD 700 MOUNTED ON CEILING BETWEEN JOISTS. WIREMOLD TRANSITION FITTING ------- ---- WIREMOLD FAN NO SCALE TO FAN UL LISTED CEILING FOR OUTLET BOX MOUNT ABOVE BOTTOM TRUSS, TYP. FOR BOTH SIDES. INSTALL U BOLT AROUND FAN SHAFT TO ANCHOR FAN TO ANGLE BRACE MOUNTING DETAIL RELOCATE & RECONNECT EXISTING EXIT FIXTURE AS SHOWN - - O TYP.1 <8> TYP. IS I I I 1 I I I I I PORCH ' ADD ITIO ' 10 � I O 1 i 1 I I I ROUTE CONDUIT 1 ABOVE JOIST I 1 1 I 1 I I � I -- - - - I --- ----- -----' ---- ------------- LIGHTING FLOOR PLAN SCALE: 1/41= 1'-0„ WALL LEGEND NEW WOOD STUD WALL (2 x 8' s @ 12" o. c. ) EXISTING WALL M 4- O ' Y CC 0 � O U •- tID T E A O L a o $too CL +}- > 2 b}7 X c c W �I M� P � N cmmr o (� L ; U [� G� 010 c L29 o 3 0 m M11 © PA- G t o 0- m Q Q P g a m�c'�i o mt`mo t apt` p V O 1 o H m 7 cU Irl J� oo �S Oa • moo a� , o a I4 � Q d d 0 g Q' 6 0 c'S o A GENERAL ELECTRICAL LEGEND SYMBOL DESCRIPTION MTG. HGT. O CEILING OUTLET, SURFACE FIXTURE Ia CEILING OUTLET, RECESSED FIXTURE EMERGENCY FIXTURE WITH BATTERY BACKUP ® EXIT LIGHT. ARROWS AS SHOWN S SINGLE POLE SWITCH 48"AFF SD DIMMER SWITCH - SLIDE TYPE, WATTAGE AS REQUIRED 48" AFF SP SINGLE POLE SWITCH WITH PILOT LIGHT 48" AFF S FC SWITCH FOR CEILING FAN 48" AFF DUPLEX GROUNDING RECEPTACLE 18" AFF ® JUNCTION OR PULL BOX CONDUIT, CONCEALED IN CEILING OR WALL — — — CONDUIT. CONCEALED IN SLAB OR BELOW FLOOR/GRADE - - - - - - CONDUIT. EXPOSED GFCI GROUND FAULT CURRENT INTERRUPTING AFF ABOVE FINISHED FLOOR WP WEATHERPROOF —o CONDUIT. TURNING UP + CONDUIT. TURNING DOWN .. GENERAL NOTES AND SPECIFICATIONS A. GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF ACCEPTANCE. B. COMPLY WITH THE NEC. STATE AND LOCAL CODES. C. USE ONLY COPPER CONDUCTORS. MINIMUM SIZE #12 AWG. USE TYPE THHN, UON. ALL CIRCUITS SHALL BE COLOR CODED. D. USE MINIMUM 3/4INCH CONDUIT. USE EMT WHERE CONCEALED IN WALLS AND CEILINGS. USE 3t4" MINIMUM GALVANIZED COATED WITH ASPHALTUM OR SCHEDULE 40 PVC IN CONCRETE MINIMUM 24 INCHES BELOW GRADE. FOR PVC, TRANSITION TO RIGID BEFORE EMERGING FROM BELOW. E. USE DEVICE COVER PLATES TO MATCH EXISTING WHERE REQUIRED. UON. F. ALL ELECTRICAL EQUIPMENT SHALL BE UL LISTED, COMMERCIAL GRADE. G. USE HUBBELL WIRING DEVICES AS FOLLOWS: SWITCHES - 20 AMP. #1221-I (LIGHTING/FANS) SWITCHES - MOTOR STARTERS. USE SQUARE D CLASS 2510 DIMMER SWITCH -MATCH LOAD SHOWN, COLOR TO MATCH EXIST.. HUBBELL ARCHITECTURAL RECEPTACLES - 20 AMP, 5362, AND AS NOTED H. ALL WIRING MUST BE IN CONDUIT. I. USE 6' MAXIMUM LENGTH OF FLEXIBLE CONDUIT TO FIXTURES. J. FIXTURES FURNISHED BY OWNER. K. REMOVE TEMPORARY WIRING UPON COMPLETION OF WORK. REMOVE UNUSED EXISTING WIRING UPON COMPLETION OF WORK. L. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES. MECHANICAL EQUIPMENT AND EQUIPMENT FURNISHED BY OWNER PRIOR TO ROUGH -IN. M. LAMPS FURNISHED BY OWNER. N. USE 'PATE' PIPE SEALS FOR CONDUIT THROUGH ROOF. USE SEALTITE FLEXIBLE CONDUIT FOR EXTERIOR EQUIPMENT. USE 12 INCH SEALTITE FLEXIBLE CONDUIT FOR VIBRATING EQUIPMENT. 0. VERIFY LOCATION OF PANELBOARDS AND SWITCHES WITH ARCHITECT PRIM TO ROUGH -IN. P. DO NOT INSTALL MORE CONDUCTORS IN A BRANCH CIRCUIT HOMERUN THAN SHOWN. 0. ALL WORK SHALL BE COORDINATED WITH OWNERS REPRESENTATIVE. R. INSTALL CONTROL WIRING IN MINIMUM I12" CONDUIT. SEE MANUFACTURER'S CONTROL DRAWINGS. S. NEW BREAKERS REQUIRED SHALL MATCH AIC RATING OF EXISTING BREAKERS IN PANEL SHOWN. T. CONTRACTOR SHALL COORDINATE NEW SERVICE REQUIREMENTS WITH THE LOCAL POWER COMPANY. U. CONTRACTOR SHALL COORDINATE INTERUPTIONS OF ELECTRICAL SERVICE WITH OWNER'S REPRESENTATIVE. V. INSTALL AT EACH NEW EXTERIOR DOOR OR HATCH A NEW 3,4"C. STUB UP ABOVE NEAREST ACCESSIBLE CEILING. PROVIDE AND INSTALL NEW SECURITY DOOR CONTACT AT EACH OPENING AND CONNECT TO SECURITY PANEL. COMPONENTS TO MATCH EXISTING SYSTEM. O PLAN NOTES: 1. RELOCATE EXISTING OUTLETS AS SHOWN AND RECONNECT. EXTEND CIRCUIT AND CONDENSER WIRING. 2. RELOCATE EXISTING SECURITY CONTACT AS SHOWN. WP-GFCI I I , I 1 , I , I , PORCH ' ADDITION � I I I , � 1 1 , I , I , I 1 , I , I 1 , 1 I , 1 i ��----i POWER FLOOR PLAN — SCALE: I"4"= 1 ' —0" WALL LEGEND MOM= NEW WOOD STUD WALL • EXISTING WALL 0 .0 0 Y v gtJ O E T+ L L mQ O to0 CL X C m W ©IV t� CIE O vc:Db v) w +� t - CL tJ o C tD O T C n o rya L V tD av+ d (t�5 6 o m V O P 29 — a L .0 !oc L� L a xv 0 o�.a 3u = 0 oo r a • d CO0 OLD � Cod oCPA 00 d � Qc5 0 � � d 0 Q OCTOBER 24, 1994 REVISIONS 0 A � 0 0