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HomeMy WebLinkAboutBUILDING PLAN PAGE 14-292 3 1 4 1 5 1 6 7 8 9 10 1 11 1 12 1 13 1 14 15 1 16 A L� Ld �o J � co o-J �Q _ LJ to ::F NUT WITH WASHER (TYP.) 0 w co 5/8"0 A307 m ANCHOR BOLT w (VERIFY) 04 1/4"x2"x2" PLATE ANCHOR BOLTS C DETAIL NOT TO SCALE 52.0 1�4 SAW JOINT, FILL WITH " JOINT SEALANT & BACKER ROD H/4 PER SPECS -- I I I - v- . �d H —i=�—i -�-� e f Q..� d d .e NOTE: SAW CUT JOINT WITHIN 4-12 HOURS AFTER PLACING CONCRETE CONTROL JOINT DETAIL 2 NOT TO SCALE S2.0 I II II D III II RIGID FRAME COLUMN, METAL WALL III II REF. PEMB MFR. �� II 14" PANEL, REF. \ II II PEMB MFR. II II #4 DOWELS II 12" II @ 24"o.c. F. F G H i K L m W (1) #4 BAR CONT. II VI 8" THICK SLAB ® HAIRPIN ONLY (2) #5 BARS CONT. 4" CONCRETE SLAB REINF. WITH GRADE I6x6 W1.4xW1.4 WIRE FABRIC (TYP.) —� II a 1,. 6„ - t oo *#5 HAIRPIN 20' LONG BEHIND ANCHOR BOLTS VAPOR BARRIER d. ,$ COMPACTED STRUCTURAL FILL *FOOTING, REF. SCHEDULE FOR SIZE EXTERIOR WALL & RIGID FRAME SECTION 4 SCALE: 3/4"=l'-O" S2.0 * REF. SCHEDULE FOR REINFORCEMENT I II II II II WIND COLUMN, REF. METAL WALL ill II PEMB MFR. � II II PANEL, REF. \III PEMB MFR. p p 4 I II If I II II (1) #4 BAR CONT. i it II 14" (2) #5 BARS CONT. III II #4 DOWELS 1 II II 0 24"o.c. GRADE III II III II V a Co FA - — — _p CD 2:-1TI —lip I I� =1 1I- � a ° . ° I' FOOTING, REF. SCHEDULE FOR SIZE EXTERIOR WALL SECTION 5 SCALE: 3/4"=l'-O" S2.0 ZEE PURLINS, — REF. PEMB III II MFR. II FRAME COLUMN BEYOND METAL WALL�� III PANEL, REF. \III II PEMB MFR. I II II I II II II II 14" I II II (1) #4 BAR CONT. II II #4 DOWELS II p 24"o.c, 12 4" CONCRETE SLAB REINF. WITH II II 6x6 W1.4xW1.4 WIRE FABRIC (TYP.) GRADE II le � _ o Z III=I I III- VAPOR BARRIER i COMPACTED STRUCTURAL FILL (2) #5 BARS CONT. —4 1 " CONCRETE SLAB REINF. WITH 6x6 W1.4xW1.4 WIRE FABRIC (TYP.) � +off—o'� VAPOR BARRIER 'COMPACTED STRUCTURAL FILL * REF. SCHEDULE FOR REINFORCEMENT EXTERIOR WALL SECTION 3 SCALE: 3/4"=V-0" S2.0 ALL FOOTING & ANCHOR BOLT SIZES & REINFORCEMENTS ARE BASED ON PRELIMINARY/ESTIMATED REACTIONS. DO NOT USE THESE SIZES FOR CONSTRUCTION. FINAL PEMB REACTIONS AND ANCHOR BOLT PLANS ARE TO BE PROVIDED TO BARTON & SHUMER ENGINEERING PRIOR TO CONSTRUCTION SO THAT FINAL SIZES AND REINFORCING MAY BE DETERMINED. DBL NUTS WITH WASHERS (TYP., 3/4"0 A: ANCHOR E 1 /4"x2"x2" PLATE --'� V4 L� Lu Ed 0 �m O J [IfQ W SECTION © INTERIOR COLUMN SECTION r6 SCALE: 3/4"=l'-0" 52.0 FE SLAB REINF. 1.4xW1.4 WIRE DULE FOR MENT a W�a P.0U f W N O R V "Moo �o [� U, W U cn N w A z goo M O�bN fYl to ei ON Ow B aaNa40 b0 C T a C U ham-' tom,, D aaaa>t�u rur� E*•' rrrrn�aa FOR PERMIT NOT FOR CONSTF F o u a G o � 4 ~ w H C 0 a O O� p W K _. z C O L 0 C� M PROJECT NO: 2( DRAWN BY: - - CHKD BY: SHEETI SECTIONS & N S2. 2 R, a 5 6 7 EA E 10 11 12 13 14 15 16 STOCKROOM 8L.W'Wx18H(2SEC) 300MR 400W1 4MR I 5DOR I I 5WOR 5DOM 5000R 5DOOR MT FIXTURE PLAN SHALL: 1/8'=1' U" ffix48' ]V(16SEC) W x38xM(16SFC) W x38xR (16SEC) 38 x3V xW (14 SEC) W x3WxM(165EC.) • 83'x W.m (16SEC) 0 38 x38xm(163EC.) W xW.M(16SEC) T]II 2kxd8'x'R'1146FC.1 IIIIIII�II�� II�I� IIIIIIIIIIIIII,I�IIIIIIIIIIIIII� IIIIIIIIIIIIIII'��I ��IIIIIIIIIIII�II� �II��� 96Lx30'Wx78'H (345EC) WxWxn (16SEC) 0 M x3P 08' (16 SEC.) 33x3OxM(166EC) w x30' xm (466EC.) PLAN NORTH m R.R. OFFICE BREAK RM. 2 EPEPSC M COKE EPEM O n � A - SERVICE COUNTER PLAN B - ELEVATION SERVICE COUNTER DETAILS JGALt: 1 /4' =1'-U NOTE: FRONT CHECKOUT COUNTER TO BE PROVIDED BY DOLLAR GENERAL AND INSTALLED AT DOLLAR GENERAL'S DIRECTION. COUNTERS SHALL INCLUDE A PORTION OF AT LEAST 36" IN LENGTH WHICH IS NO MORE THEN 34" ABOVE THE FINISH FLOOR. COUNTERS SHALL BE ON AN ACCESSIBLE ROUTE. WRITING SURFACE n v1 _ lyl F-i F-� PROJECT NO: 20-005 DRAWN BY: RJD CBK'D BY: TFS SHEET NO: FIXTURE PLAN F01 0 Mm DOORSTOP 8'-0" HIGH WING WALL - ALUMINUM CORNER G O O O O O O 130'-0" 26-0" 26,4" 26-0" 26_0' DIMENSIONS FROM INTERIOR FACE OF COLUMN. 3 2A 1 OUTLETS FROM 11 A02 A03 12 A03 RIGHT SIDE OF UNIT (TYP) `----------`-" 26A 26A 26A 26 26A 28A 26A 264 - - _1' Lj 0 1 I m I+ MEN o 103A b O i 10'-3" 12'_9" 13'-0" 12'-9" 12'-9"10'-31'- 104 2-91/2 ' 0) i 21 6 104 0 2' 21 iv -6" I v c� 9'-2 1/2" BEVERAGE ANCHOR N ; "ALLWA I o SALES AREA N rn 5 _N BOARD, REFER TO 2/A01 102 o 0 19 107 I N CONFIRM LOCATIONS AND r 13 _____ -_____ . 3 LENGTHS WITH FINAL ADDITIONAL REGISTERS MAY BE N 26 21 N cN I A01 I I 105 DG FIXTURE PLAN I REQUIRED IF THE ANNUAL SALES 1 s I I 14 z I PROJECTION EXCEEDS THE I I OMEN I 15 la- I PERFORMANCE OF A STANDARD STORE. I ' 105 @ALLTOILET 6A J 21 L---------------------J _z 2 r---------------------- ROOM WALLS A01 I I I COORDINATE THE FINAL LOCATION AND I m I AMOUNT OF THE REGISTERS WITH THE APPROVED FIXTURE PLAN. I 21 26 2621 IAk j L-----------------------I 3 6 r-----------------------, I A03 I NOTE: METAL BUILDING COLUMNS SHALL I z O ; I BE STRAIGHT. TAPERED COLUMNS I gA z I REQUIRE WRITTEN APPROVAL. MAINTAIN I j 13 2a I 1 '-7 1/2" A01 w I INTERIOR CLEARANCE OF 68'-0" BETWEEN I 1g FACE OF COLUMNS ON SALES FLOOR. I 20'-41/2" I I RECEIVING AREA - - - - - - - - - - - - - - - - - - - - - - 103 Q r----------------------� A 106 ---�`- 18 i0 w 1 NOTE: THE CLEAR DISTANCE BETWEEN I N _1 O I THE BACK OF THE SALES FIXTURE AND I t9 j 1 N WALL THE GYPSUM BOARD SHALL NOT EXCEED 1 j I � 11 1/2". IF GREATER THAN 1 1/2", FURRING I 0 < WALL D W 1a j KEY z 10 1 STRIPS SHALL BE INSTALLED TO THE FACET 3 I OF THE GYPSUM BOARD, TOP OF STRIPS I 11yN 15 17 wAT 78" A.F.F., PAINT TO MATCH WALL. w`----------------------' O 1 NOTE: IF A UNIQUE WALL ASSEMBLY IS ~ w I UTILIZED PER LOCAL GOVERNMENT 1 r I 'REQUIREMENTS, THE BUILDING 1 5 w 1 1 6'4" OFFICE A01 I- 22 22 1 FOOTPRINT SHALL GROW OUTWARD TO 1 22 22 101 25 25 I MAINTAIN THE MINIMUM SALES AREA I 25 25 6 I DIMENSIONS. I i I I 1 ro`----------------------'' J A06 r. r----------------------�23 1 NOTE: SALES AREA MINIMUM DIMENSIONS I L ` s a ITOBEMAINTAINED.I-�3--______ 3'-0" 8'-6" `----------- ----------_� I 101 r I 100 N N MIN. I iN I I BREAKROOM I )I m 4A I 100 i @ OFFICE & 7 7 4 11 12 BREAKRDOM A01 a_ __________ - 1'-0" WALLS o A01 - WALLS 2 @* HOLD I I �Tz - i 1 102 4 i I 20 A02 D n ---------------- _�-___________ { 1 _______F __ 7'-6" HQLD ______________�_ I I I I A03 1 1 1 1 i I 1 1 1 1 1 1 I 1 B I 1 1 1 i 1 1 1 1 1 1 I 1 1 t i Z O 1 t 1T-0 i 1 1 i i 1 10 '-6" (MINI UM CLE R DIMEN I i i i I I I ION, MINI UM DIM SION MU T BE MA TAINED)i I I 1 2" I { n i I I LINE OF FREEZER COOLERS BEYOND I I FIXTURE SUPPLIED j AND INSTALLED BY DOLLAR GENERAL I MERCHANDISING P DEPARTMENT'. I IIi, I ry I I CONTRACTOR TO PROVIDE AND FR INSTALL 2X4 WHITE PINE GRADE 2 OR � BETTER _.- ANCHOR BOARD DETAIL FLOOR PLAN SCALE: 1/8"=V-0" CONTRACTOR TO PROVIDE AND INSTALL 2x6 WHITE PINE GRADE 2 OR BETTER SCALE: 1/2"=V-0" 3'-0" OF 48" HIGH FF FAUCET THIS WALL WATER HEATER "EWH-2" ON SHELF ABOVE MOP SINK - ENLARGED MOP SINK PLAN SCALE: 1/2"=T-0" COFU NTRACTOR TO RR OUT ANCHOR BOARDS AS REQUIRED TO BE FLUSH WITH STEEL SALES/ RECEIVING DOOR NTERIOR FACE OF PEMB DRINK FIXTURE WALL MOUNTING SUPPORT =RAMING BEYOND NOTES: ANCHOR BOARD: CONTRACTOR 1. PROVIDE AND INSTALL 2X6 WHITE PINE - TO PROVIDE AND INSTALL 2X6 GRADE 2 OR BETTER. WHITE PINE GRADE 2 OR BETTER, 2 PROVIDE AND INSTALL 2X4 WHITE PINE - =URR OUT A REQ'D TO BE FLUSH GRADE 2 OR BETTER. WITH FACE OF STL FRAMES 3. FASTEN THE 2X6 TO THE WALL WITH THE TOP OF FIXTURE TO BE AFFIXED TOP EDGE OF THE BOARD AT 78" A.F.E. TO DRIED PINE NAILER BY REFER TO FINAL DG FIXTURE PLAN FOR DOLLAR GENERAL LENGTH AND LOCATION OF BOARD. MERCHANDISING DEPT 4. FASTEN THE 2X4 TO THE WALL WITH THE TOP EDGE OF THE BOARD AT 12" A.F.F., REFER TO FIXTURE PLAN FOR LENGTH AND =IXTURE SUPPLIED &INSTALLED LOCATION OF BOARD. GENERAL DOLLAR GENERAL 5. PRE -DRILL PILOT HOLES IN ALL BOARDS MERCHANDISING DEP PRIOR TO INSTALLATION TO PREVENT WOOD SPLITS. 6. SECURE THE 2X6 WITH TWO SELF -TAPPING MTL LINER PANELS SCREWS. MINIMUM SCREW SIZE IS 4'9( 1/4". 7. FASTEN THE 2X4 WITH WITH SELF -TAPPING ANCHOR BOARD: CONTRACTOR SCREW PER WALL STUD. MINIMUM SCREW TO PROVIDE AND INSTALL 2X4 SIZE IS 4"x 1/4". ✓WITE PINE GRADE 2 OR BETTER, 8. CAULK THE EDGES OF THE 2X6 AT THE TOP =URR OUT AS REQ'D TO BE FLUSH AND BOTTOM WHERE IT MEETS THE WALL ✓`/ITH STEEL FRAMES PRIOR TO PAINTING. 9 PRIME AND PAINT BOTH BOARDS TO MATCH FINISHED FLOOR WALL COLOR. 1/2" GYPSUM BOARD METAL LINER PANELS (BY PEMB) INSTALLED DIRECTLY TO METAL BUILDING GIRTS INSULATION WITH VAPOR BARRIER PRE -FINISHED METAL MOP HOLDER WALL PANELS MOP SINK METAL BUILDING COLUMNS SHALL BE STRAIGHT, TAPERED COLUMNS REQUIRE WRITTEN APPROVAL. 5'-0" OF 48" MAINTAIN INTERIOR CLEARANCE HIGH FRP OF 68'-0" BETWEEN FACE OF COLUMNS ON SALES FLOOR. DETAIL AT COLUMNCOLUMN SCALE: 1/2'=1'-0" 21' 0" BI-PART WITH TRANSOM AND GLASS. COLOR: BRONZE FINISH. 2X WOOD BLOCKING f'f SHIM AND ANCF40R PER MANUF RECOMMENDATIONS. PROVIDE CONT SEALANT] & BACKER ROD POST: (2) BOTH SIDES (T`{P.) 40OS162-16 WITH (2) 40OT125-16 FULL HEIGHT 8" SPLIT FACE _ CMU PAINTED 3 5/8" (20 GA.) METAL STUDS TO MATCH @ 16" O.C. TO UNDERSIDE SIDE WALL OF STRUCTURE ABOVE AT PANELS. EXTERIOR WALLS. EXTERIOR CORNER DETAIL A01 J SCALE: 1/2'=V-0" PEMB ROOF TYP. PLIRLIN/GIRT. SPACING (6-0" O.C.) PANELS PEMB INSULATION, COMPRESSED AS REQ'D. FOR BLOCKING PEMB PURLIN/GIRTS. METAL STUDS, ATTACHED TO PEMB PURLINS/GIRTS. CONTINUOUS DEFLECTION RUNNER ACOUSTICAL TILE CEILING AND GRID (WHERE OCCURS, REFER TO REFLECTED CEILING PLAN) R-13 INSULATION (@ TOILET ROOM WALLS) !/ GALVANIZED DEFLECTION TRACK WITH OFFSET LEGS TO ACCOMMODATE GYP. BOARD ON METAL RUNNER, FASTEN TO TRACK @ 24" O.C. 1/2" MIN. GYPSUM BOARD ON 3-5/8", 20GA. METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK. GYPSUM BOARD TO RUN TO UNDERSIDE OF DECK ABOVE AT ALL "OPEN TO DECK ABOVE" AREAS OR TO 6" ABOVE CEILINGS. (USE MOISTURE RESISTANT GYPSUM BOARD AT WET LOCATIONS). SEALANT (BOTH SIDES) BASE TRACK, FASTEN TO FINISHED FLOOR J FLOOR w/0 177"0 xl-7/16" P.A.F., SHOT THRO A 1"0 x 16GA. HOLELESS WASHER 6A TYPICAL PARTITION SCALE: V=T-0" FLOOR PLAN KEYED NOTES Qi RECEIVING DOOR BUZZER - TORK MDL.#TA725 OR EQUAL 2❑ DOOR SCOPE. REFER TO DOOR SCHEDULE. WEATHER STRIP & LOW PROFILE THRESHOLD. SEE DOOR SCHEDULE. ❑q STRIPE FLOOR FOR DESIGNATED EGRESS PATH (PAINT YELLOW) AND T-0" DESIGNATED EMS PANEL CLEARANCE (PAINT RED). qA STRIPE FLOOR FOR DESIGNATED ADA EGRESS PATH (PAINT YELLOW). PROVIDE AND INSTALL A TEN GALLON WATER HEATER (OR LARGER IF REQUIRED BY CODE) ABOVE THE MOP SINK. 3 518" METAL STUD WITH 1/2" MINIMUM GYPSUM BOARD (BOTH SIDES). REFER TO NOTED WALL SECTION. REFER TO ROOM FINISH SCHEDULE FOR GYPSUM BOARD HEIGHT AT ANY PARTICULAR WALL. ❑j METAL LINER PANELS TO 8'4" A.F.F. (BY PRE-ENGINEERED BUILDING MANUFACTURER). ® DIMENSIONS ARE TO COLUMN LINE UNLESS OTHERWISE NOTED. METAL BUILDING PANELS (BY PEMB). PROVIDE TAMPER -RESISTANT FASTENERS FOR BOTTOM 8'-0". ip CONCRETE SLAB WITH STRUCTURAL MIN. 6x6xW1.4 WELDED WIRE MESH OVER POLYETHYLENE VAPOR BARRIER (MIN. 10 MM THICK) OVER CRUSHED STONE BASE, TYPICAL, OR EQUIVALENT. SEE STRUCTURAL DWGS. PROVIDE CONTROL JOINTS AS SHOWN ON S03. METAL BUILDING FRAME. REFER TO NOTED WALL SECTION FOR ADDITIONAL INFORMATION. 14 1/2" GYPSUM BOARD (TO 10'4' A.F.F.) OVER METAL LINER PANELS AND INSULATION WITH VAPOR BARRIER. �3 NICHIHA BRICK PANEL INSTALLED OVER METAL WALL PANEL. is SLOPE CONCRETE 1/8" PER FOOT AWAY FROM BUILDING. 15 COORDINATE CONCRETE SIDEWALK WITH CIVIL AND BROOM FINISH, TYPICAL. to BRONZE STOREFRONT SYSTEM. REFER TO NOTED WALL SECTION FOR ADDITIONAL INFORMATION. CONTINUE GYPSUM BOARD ABOVE STOREFRONT TO DECK. 17 LINE OF SOFFIT OR CANOPY ABOVE. .;g A.D.A. COMPLIANT ACCESSIBLE RAMP WITH YELLOW PAINTED SIDES TO ACCESSIBLE PARKING STALLS. 19 MC CUE CART AND BUMPER GUARDS. TOP INSTALLED @ T-5" A.F.F. ORDER TRIM KIT FOR THIS PROTOTYPE. yp WALL HYDRANT. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 21 REFRIGERATION BY DOLLAR GENERAL. 22 ROUND PIPE STEEL COLUMN WITH RECESSED BASE PLATE. PAINT SW7005 PURE WHITE. WRAP COLUMN WITH TIGHT LOOP CARPET (BLACK) FROM BASE TO 48" A.F.F. z3 POWER POLE. COORDINATE FINAL LOCATION WITH FINAL DOLLAR GENERAL FIXTURE PLAN (F01). 2q CONTROL JOINTS ARE TO BE PLACED ALONG COLUMN LINES AND MID POINT BETTEEN COLUMN LINES. COORDINATE WITH STRUCTURAL DRAWINGS. zs FLOOR AREA AT BASE OF COLUMNS, WITHIN THE CONST JOINTS, TO BE PAINTED BLACK MAGIC TINT. z6 ENDCAP COOLER/FREEZER AND DISPLAY LIGHTING AS NEEDED TO BE HARDWIRED THROUGH WHITE SO CORD. GC TO LEAVE BOTTOM HANGING AT 80" A.F.F. (SEE ELECTRICAL). CORD ANCHORED TO PURLINS ABOVE. COORDINATE LOCATION WITH FINAL DOLLAR GENERAL FIXTURE PLAN. s® WALL OUTLETS FOR BANKS OF COOLERS AND FREEZERS, SEE ELECTRICAL FOR DETAILS. 27 MC CUE RAILING IN FRONT OF ELECTRICAL PANELS. 8'-0" LONG WITH TOP TWO RAILINGS AND NO MIDDLE POST. 2a CART AREA, REFER TO 5 & 6/A06. _ ALUMINUM TRIM (PAINTED) WOOD NAILER �(IF REQ'D.) METALTRACK 1/2" MIN. GYPSUM BOARD ON 3-5/8", 20GA. METAL STUDS @ 16" O.C. O O SIMPSON HTT4 (AS REQ'D.) SEALANT (BOTH SIDES) BASE TRACK, FASTEN TO FLOOR w/0.177"0 x1-7/16" P.A.F., FINISHED SHOT THRU A 1"0 x 16GA. FLOOR HOLELESS WASHER PARTITION -OFFICE & BREAKROOM SCALE: 1"=1'-0" J U O J � z0 U O �C IN O 0 0 0 U 0 W C y) r IWI-� PROJECT NO: 20-005 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: FLOOR PLAN. DETAILS, & PARTITIONS A01 1 F 9 1.5 16 EMR/EXIT SIGN AND LIGHT 1 LIFE SAFETY PLAN 11.1 SCALE: 3/16"=l'-0" 0 4' 8' 12' OCCUPANT LOAD CALCULATIONS: Table 1004.1.2 7. OCCUPANT LOAD: Table 1004.1.2 Retail Sales Area 7,263 S.F. @ 60 Gross = 122 Occupants (Egress Calculated Occupancy Stock/Shipping: 1,111 S.F. @ 300 Gross = 4 Occupants (Egress Calculated Occupancy Break Room/Office Area: 175 S.F. @ 60 Gross = 4 Occupants (Egress Calculated Occupancy Toilet Rooms/Hallway Area: 175 S.F. @ 60 Gross = 4 Occupants (Egress Calculated Occupancy Actual Occupancy 134 Total Occupants Actual Occupancy Exit Capacity of Egress Doors 160 (Based on Min. # of exits required and 0.2" of exit width per occupant) PLAN NORTH r/j DRAWING LEGEND EXIT SIGN/ERM LIGHT COMBO F�l EMERGENCY EGRESS LIGHT EMIR LIGHT TYPE ABC, 10# FIRE EXTINGUISHER :MR/EXIT SIGN \ND LIGHT A o�d0 oo z � �MM 3Q0 01 �c�CNN �N �40 W F-+�a as o Q;U W Z W r-� PROJECT NO: 20-005 DRAWN BY: RJD CWD BY: TFS SHEET NO: LIFE SAFETY PLAN A01.1 0 ro 0 v I•1914 12 4 r- EQ. 60' radius at accent arch IIIIIIIIIIIIIIII o c� 0101mlMIMI0 If If I If II\ 11 III ,, /II i II . r. SUPPOF AND STANDING SEAM CLAMP S-5 STANDING SEAM METAL ROOF CLAMPS OR APPROVED EQUAL SECTION VIEW OPEN FOR ACCESS —STANDING SFAM MFTAI PLAN VIEW S-5 STANDING SEAM METAL ROOF CLAMPS SCALE: 1/8"=1'-0" PPnK]T Fl F\/ATInKI ' ' �A r rr 1� I.1. 1., RIGHT ELEVATION SCALE: 1/8"=V-0" LEFT ELEVATION SCALE: 1/8"=1'-0" GUSSET iDING SEAM CLAMP EIFS TRIM COLOR 1 SHUTTERS AND DOOR TRIMS FINAL COLORS TO BE VERIFIED EIFS TRIM COLOR 2 ACCENT BANDS EIFS FIELD COLOR BRICK WAINSCOT ELEVATION KEYED NOTES t❑ SIGN FURNISHED AND INSTALLED BY DOLLAR GENERAL CORP. WITH CIRCUIT AS NOTED ON ELECTRICAL PLAN. SIGN TO BE CENTERED ON FRONT OF BUILDING, CONTRACTOR IS TO PROVIDE ADEQUATE BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO SUPPORT SIGN WEIGHT OF UP TO 1,400 LBS. EXTERIOR CANOPY SIGN SHALL BE SUPPORTED BY THE FACE OF THE CANOPY. COORDINATE THE PROPER SIGNAGE TO BE USED WITH DOLLAR GENERAL. ❑2 NOT USED. FLOOD LIGHT. REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFO. �a 6-0' X T-0" EXTERIOR REVEIVING DOOR. SEE DOOR SCHEDULE. 0 WALL PACK. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. �s 3'-0" X T-0" EMERGENCY EXIT DOOR. SEE DOOR SCHEDULE. 7❑ TRIM - SEE EXTERIOR FINISH SCHEDULE FOR COLOR. ® GUTTER AND DOWNSPOUT - SEE EXTERIOR FINISH SCHEDULE FOR COLOR. �g NICHIHA BRICK PANEL INSTALLED OVER METAL WALL PANEL. t0 STANDING SEAM METAL ROOF. it METAL WALL PANELS WITH REVERSE RIB PROFILE WITH STUCCO FINISH (COLOR BAUHAUS BUFF SW 7552. 12 LOUVERED SCREEN FOR HVAC UNITS. t3 VENT FOR BATHROOM EXHAUST. REFER TO M01 FOR ADDITIONAL INFORMATION. to DOOR BUZZER. REFER TO E01 FOR ADDITIONAL INFORMATION. i5 METAL AWNING BY PRE-ENGINEERED METAL BUILDING MANUFACTURER. 1a HVAC UNITS MOUNTED ON ROOF. REFER TO MECHANICAL SHEET M1 FOR MORE INFORMATION. 17 OUTSIDE AIR TEMP. SENSOR MOUNTED OVER RECEIVING DOORS @ 8'-0" A.F.F. to MINIMUM EAVE HEIGHT IS 14'-0" A.F.F. tg FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL NON PAVED AREAS. 20 INSTALL NON CORROSIVE METAL SNOW GUARDS IN COLD CLIMATE DESIGN LOCATIONS. 2i 21'-0" X 10'-0" STOREFRONT ENTRANCE. 22 PAINTED DECORATIVE SHUTTERS. 23 FAUX WINDOWS. SW 7008 Alabaster ;nte:ior I Lxierr Locator N.mner: `-55-C2 SW 7747 Recycled Glass Interior r Exterior Locator Number 29a-c3 -A u ocn �--00 z "o ^: K: M vN 3J 'v, Lr, �i c� x ^w r V') v U ^. E C C Q; V N o P_ 3 � w Q� W O ^O v1 � O_ 0 Z it W04 p � U � > 5 "� o • � 4s 4 .,� w o > w PROJECT NO: 20-005 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: EXTERIOR ELEVATIONS A02 go c v O WALL SECTION SCALE: 1/2" = V-0" BUILDING SECTION SCALE: 1/4" = V-0" WALL SECTION SCALE: 1/2" = V-0" 00 3 WALL SECTION SCALE: 1/2' = V-0" O WALL SECTION SCALE: 1/2" = 1.41, SECTION KEYED NOTES PRE-ENGINEERED METAL BUILDING SYSTEM BY BUILDING MANUFACTURER. 0 MIN. R-19 BATT INSULATION IN TWO LAYERS WITH R-5 THERMAL BLOCKS AT 19 SOFFIT BEYOND (BY PEMB). PRE -FINISHED METAL WALL PANELS (BY 20 PEMB). PROVIDETAMPER- RESISTANT FASTENERS 8'-0" AFF AND BELOW. EACH PURLIN. (BY PEMB) - INSULATION SYSTEM TO LEAVE BOTTOM OF PURLINS 21 GRANULAR FILL. EXPOSED FOR ATTACHMENTS - "SAG AND BAG" PREFERED, "LONG TAB/BANDED 22 REINFORCED CONCRETE FOOTING. FILLED CAVITY" ACCEPTABLE. (REFER TO NOTES ON S2) ] STANDING SEAM METAL ROOF, 23 PREFINISHED METAL COPING. GALVALUME FINISH (BY PEMB). 24 STOREFRONT SIGN (BY DOLLAR ® ROOF MOUNTED HVAC UNIT, SEE GENERAL). REFER TO ELEVATIONS & MECHANICAL DRAWINGS. STRUCTURAL NOTES FOR REQUIRED MINIMUM R-13 VINYL FACED BATT INSULATION (BY PEMB). © METAL BUILDING GIRT (BY PEMB). VERTICAL METAL LINER PANELS, 28 GA. ® 1/2" MINIMUM GYPSUM BOARD OVER LINER PANELS. METAL LINER PANELS TO DECK ABOVE; T.O. GYPSUM BOARD 1Y-0" AFF, PAINTED. REFER TO INTERIOR SALES FLOOR ELEVATIONS. ❑g PRE -FINISHED GUTTER & DOWNSPOUT. 10 PROVIDE METAL CLOSURE. SEAL & CAULK TO RODENT PROOF BUILDING. 11 LOCATION OF 1 1/2" CONDUIT WITH PULLSTRING (ABOVE OFFICE) FOR SATELLITE LINE. PROVIDE WEATHERTIGHT SEAL AT HORIZONTAL PENETRATION. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF CONDUIT. 12 1/2" MINIMUM GYPSUM BOARD ON 3 5/8" MTL STUDS, HEIGHT AS NOTED. 13 ADA COMPLIANT DRINKING FOUNTAIN, REFER TO PLUMBING. 14 NOT USED. 15 METAL BUILDING COLUMNS SHALL BE STRAIGHT. 16 REINFORCED CONCRETE SLAB ON VINYL VAPOR BARRIER. 17 ALUMINUM 81-PART DOOR AND STOREFRONT GLAZING SYSTEM, COLOR BRONZE. 18 UNDISTURBED EARTH AND COMPACTED SUB GRADE. GYPSUM BOARD ON METAL STUDS @ 16" O.C. TO STRUCTURE ABOVE. 2x WOOD BLOCKING SHIM & ANCHOR PER MANUFACTURERS RECOMMENDATIONS. PROVIDE CONT SEALANT & BACKER ROD, BOTH SIDES (TYP.) 21'-0" BI-PART DOOR SYSTEM. BRONZE FINISH BLOCKING. 25 FINISH GRADE (NO SIDEWALKS) AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR. 26 LIGHTING, REFER TO ELECTRICAL DRAWINGS. 27 WHERE DOWNSPOUTS DISCHARGE ONTO GRADE (NO SIDEWALKS), MINIMUM V-0" LONG, 4" PERFORATED LANDSCAPE PIPE STRAPPED TO A 12"x24" CONCRETE SPLASH BLOCK SHALL BE INSTALLED TO PREVENT EROSION AROUND STRUCTURE. 28 INTERIOR WALL - PAINTED - SEE ROOM SCHEDULE FOR MORE INFORMATION. 29 STONE VENEER OVER AIR AND VAPOR BARRIER OVER PLYWOOD. 30 MC CUE TRIM KIT. 31 PRE -FINISHED METAL WALL PANELS, REVERSE -RIB PROFILE. 32 STEEL PIPE COLUMN (BY PEMB) WITH RECESSED BASEPLATE, WRAP WITH CARPET UP TO 48" AF.F. 33 Tx4' LIGHT FIXTURES HUNG WITH AIRCRAFT CABLE, ADD UNISTRUT TO PURLINS AS REQUIRED FOR HANGING. 34 20"X30" MINIMUM ACCESS PANEL FOR SIGNAGE JUNCTION BOX; COORDINATE LOCATION WITH ELECTRICAL DRAWINGS AND SIGNAGE VENDOR. 35 BLOCKING FOR BUILDING SIGNAGE. COORDINATE WITH SIGN VENDOR. 36 EIFS 1" OVER REVERSE RIB PANEL. 37 NICHIHA OVER 5/8" CDX PLYWOOD OVER VAPOR BARRIER OVER REVERSE RIB METAL WALL PANEL. 5 \ STOREFRONT HEAD DTL DIAGONAL BRACING TO STRUCTURE ABOVE AS REQ'D (TYP.) 4'-0" O.C. FOR LATERAL SUPPORT ONLY, ATTACH TO VERTICAL W/ (4) NO. 1/4-14 SHEET METAL SCREWS 3 5/8" - 18GA STUD TRACK W/2 #10 SCREWS @ 16" OC (2) 80OS162-54 WITH (2) 362T125-54 BOX BEAM HEADER METAL SOFFIT PANELS (BY PEMB) \ A03 / SCALE: 3/4" = V-0" PEMB GIRT @ 1U-0" AFF EIFS OVER METAL WALL PANELS PEMB COLUMN (BY PEMB) 1/2" MINIMUM GYPSUM -V METAL FLASHING BOARD, HEIGHT VARIES i (BY PEMB) METAL LINER PANELS INSTALLED TO GIRTS i T.O. MASONRY (BOTH BY PEMB) i 4'-0" AFF BACKER ROD AND SEALANT R-13 MINIMUM VINYL i BACKED INSULATION I! NICHIHA BRICK PANEL 3-5/8", 18 GA. MTL STUDS i ,; TYVEK BUILDING WRAP ON 112" MIN TO 10'-0". SECURE TO EXTERIOR GRADE SHEATHING TO 4'-0" AFF PEMB GIRT. NICHIHA OVER 5/8" CDX PLYWOOD OVER i � II I I VAPOR BARRIER OVER METAL WALL PANEL 3 5/8", 20 GA. MTL RUNNER. SECURE TO SLAB WITH 1/8" ' DIAMETER POWDER ACTUATED FASTENERS (RAMSET) @ 2'-0" O.C. REIN. CONC. SLAB ON VINYL I VAPOR BARRIER (SEE j II NEW SIDEWALK STRUCTURAL) I ' T.O. SLAB ELEV-0'-0" AFF a FOUNDATION AND SLAB, SEE STRUCTURAL DWG'S. IIIIIIIIIIIIIIIIIIIIA. < dl DETAIL SCALE: 3/4" = 1'-0" tr Q�c, r cn TH ^ v L /1 TsN O �+�./F-�i� O 10 O P_ U O� WW a W d o Q W 0 V1 O ti o Lu PROJECT NO: 20-005 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: SECTIONS AND DETAILS A03 ROOM SCHEDULE ROOM FLOOR BASE A WALL B WALL C WALL D WALL CEILING NO NAME MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH REMARKS SEALED CONCRETE 4" RUBBER BLACK GYPSUM SHERWIN WILLIAMS - GYP BD ON SHERWIN WILLIAMS - GYPSUM SHERWIN WILLIAMS - GYPSUM SHERWIN WILLIAMS - EXPOSED N/A 100 BREAK CONCRETE WITH SEALER / VINYL BOARD TO SW7005-PURE WHITE, MTL STUDS SW7005-PURE BOARD TO SW7005-PURE BOARD TO SW7005-PURE TO ROOM BASE 10'-0" A.F.F. PRO -MAR LATEX TO UNDER- WHITE, PRO -MAR 10'-0" A.F.F. WHITE, PRO -MAR 10'-0" A.F.F. WHITE, PRO -MAR STRUCTURE SEMI -GLOSS. SIDE OF DECK LATEX SEMI -GLOSS. LATEX SEMI -GLOSS. LATEX SEMI -GLOSS. ABOVE ABOVE. SEALED CONCRETE 4" RUBBER BLACK GYP BD TO SHERWIN WILLIAMS - GYP BD ON SHERWIN WILLIAMS - GYPSUM SHERWIN WILLIAMS - GYPSUM SHERWIN WILLIAMS - EXPOSED N/A 101 OFFICE CONCRETE WITH SEALER /VINYL UNDERSIDE OF SW7005-PURE MTL STUDS SW7005-PURE BOARD TO SW7005-PURE BOARD TO SW7005-PURE TO BASE DECK @ EXT WALLS, TO 10'-0" WHITE, PRO -MAR TO UNDER- WHITE, PRO -MAR 10'-0" A.F.F. WHITE, PRO -MAR 10'-0" A.F.F. WHITE, PRO -MAR STRUCTURE A.F.F. FOR REST LATEX SEMI -GLOSS. SIDE OF DECK LATEX SEMI -GLOSS. LATEX SEMI -GLOSS. LATEX SEMI -GLOSS. ABOVE ABOVE. POLISHED POLISHED 4" RUBBER BLACK GYPSUM BOARD SHERWIN WILLIAMS, SEE INTERIOR SHERWIN WILLIAMS, GYPSUM BOARD SHERWIN WILLIAMS, SEE INTERIOR SHERWIN WILLIAMS, EXPOSED N/A 102 SALES CONCRETE CONCRETE / VINYL ON WHITE METAL PRO -MAR LATEX ELEVATIONS PRO -MAR LATEX ON WHITE METAL PRO -MAR LATEX ELEVATIONS PRO -MAR LATEX TO AREA (STEPS 1-9) WITH SEALER BASE LINER PANELS, REFER TO ELEVS SATIN. SEE ELEVS FOR GYP. BD. SATIN. SEE ELEVS LINER PANELS, REFER TO ELEVS SATIN. SEE ELEVS FOR GYP. BD. SATIN. SEE ELEVS STRUCTURE ON THIS SHEET ON THIS SHEET. HEIGHT ON THIS SHEET. ON THIS SHEET ON THIS SHEET. HEIGHT ON THIS SHEET. ABOVE SEALED CONCRETE N/A N/A METAL LINER WHITE GYPSUM TAPED, PAINTED AS METAL LINER WHITE METAL LINER WHITE EXPOSED N/A 103 RECEIVING CONCRETE WITH SEALER PANEL TO BOARD TO REQ'D BY CODE. PANEL TO PANEL TO TO AREA 8'-0"A.F.F. ROOF DECK METAL LINER PANEL 8'-0"A.F.F. 8'-0"A.F.F. STRUCTURE TO DECK AS ABOVE ALTERNATE. SEALED SHERWIN 4" RUBBER BLACK GYPSUM 8'-0" HIGH GYPSUM 8'-0" HIGH GYPSUM 8'-0" HIGH GYPSUM 8'-0" HIGH GYP BD OR WHITE 104 MENS CONCRETE WILLIAMS ACRYLIC / VINYL BOARD TO FIBERGLASS BOARD TO FIBERGLASS BOARD TO FIBERGLASS BOARD TO FIBERGLASS ACT CEILING SILICONE SILK BASE 8'-0" A.F.F. REINFORCED PANEL - 8'-0" A.F.F. REINFORCED PANEL - 8'-0" A.F.F. REINFORCED PANEL - 8'-0" A.F.F. REINFORCED PANEL- @ 8'-0" A.F.F. CHOCOLATE HC-117 "WHITE" "WHITE" "WHITE" "WHITE" SEALED SHERWIN 4" RUBBER BLACK GYPSUM 8'-0" HIGH GYPSUM 8'-0" HIGH GYPSUM 8'-0" HIGH GYPSUM 8'-0" HIGH GYP BD OR WHITE 105 WOMENS CONCRETE WILLIAMS ACRYLIC / VINYL BOARD TO FIBERGLASS BOARD TO FIBERGLASS BOARD TO FIBERGLASS BOARD TO FIBERGLASS ACT CEILING SILICONE SILK BASE 8'-0" A.F.F. REINFORCED PANEL - 8'-0" A.F.F. REINFORCED PANEL - 8'-0" A.F.F. REINFORCED PANEL - 8'-0" A.F.F. REINFORCED PANEL - @ 8-4- A.F.F. CHOCOLATE HC-117 "WHITE" "WHITE" "WHITE" "WHITE" POLISHED POLISHED 4" RUBBER BLACK GYPSUM SHERWIN WILLIAMS- GYPSUM SHERWIN WILLIAMS- GYPSUM SHERWIN WILLIAMS- GYPSUM SHERWIN WILLIAMS- GYP BD OR WHITE 106 VESTIBULE CONCRETE CONCRETE / VINYL BOARD TO SW6991 BLACK BOARD TO SW6991 BLACK BOARD TO SW6991 BLACK BOARD TO SW6991 BLACK ACT CEILING (WHEN (STEPS 1-9) WITH SEALER BASE 10'-0" A.F.F. MAGIC, PRO -MAR 10'-0" A.F.F. MAGIC, PRO -MAR 10'-0" A.F.F. MAGIC, PRO -MAR 10'-0" A.F.F. MAGIC, PRO -MAR @ 10--0" A.F.F. REQUIRED) LATEX SEMI -GLOSS, LATEX SEMI -GLOSS. LATEX SEMI -GLOSS. LATEX SEMI -GLOSS. POLISHED POLISHED 4" RUBBER BLACK GYPSUM SHERWIN WILLIAMS- GYPSUM SHERWIN WILLIAMS- GYPSUM SHERWIN WILLIAMS - GYPSUM SHERWIN WILLIAMS - ACT CEILING WHITE 107 HALLWAY CONCRETE CONCRETE / VINYL BOARD TO SW6991 BLACK MAGIC, BOARD TO SW6s91 BLACK MAGIC, BOARD TO SM991 BLACK MAGIC, BOARD TO SW7005 PURE WHITE, @ 8'-0" A.F.F. (STEPS 1-9) WITH SEALER BASE 8'-0" A.F.F. PRO -MAR LATEX 8'-0" AFF PRO -MAR LATEX 8'-0" AFF PRO -MAR LATEX 8'-0" AFF PRO -MAR LATEX SEMI -GLOSS TO 48" AFF. SEMI -GLOSS TO 48"AFF. SEMI -GLOSS TO 48" AFF. SHERWIN WILLIAMS - SHERWIN WILLIAMS - SHERWIN WILLIAMS - SEMI- GLOSS ABOVE SW7005 PURE WHITE, SW7005 PURE WHITE, SW7005 PURE WHITE, 48" AFF. PRO -MAR LATEX SEMI- PRO -MAR LATEX SEMI- PRO -MAR LATEX SEMI- GLOSS ABOVE 48" AFF. GLOSS ABOVE 48" AFF. GLOSS ABOVE 48" AFF. I TJ0�T/•r 9 Fall \YN ui O o U K � � Q 0 W Ory m ELEVATION 'B' PRE -FINISHED METAL LINER PANELS PEMB FRAMING, PAINT TO P1 TO UNDERSIDE OF DECK ABOVE MATCH ADJACENT WALL P2 I 0 V 0 \ o o / Zo CART P2 CORRAL 2,_0, ELEVATION 'C' ELEVATION 'D' SALES FLOOR PAINT ELEVATIONS SCALE: 1/8"=V-0" P4 P2 8'-7" WALL PAINT LEGEND p1 SW7065 "ARGOS" p2 SW6991 "BLACK MAGIC" ® SW7005 "PURE WHITE" p4 EXPOSED LINER PANEL p5 DENOTES GYPSUM BOARD, TAPED AND MUDDED ONLY NOTE: PAINT EXPOSED STRUCTURE SW7005 PURE WHITE FINISH KEY PLAN SCALE: 1/16"=V-0" A WALL WALL 0 KEY rz IIHM E-4 u cn �V 11 w c n M�1 YJ-�1 j� Fil J O � W�W Q C4 N d C1 � W Z W PROJECT NO: 20-005 DRAWN BY: RJD CHKD BY: TFS SHEET NO: ROOM FINISH AND INTERIOR ELEVATIONS v Cv M rf. C ^.A �- �w O <C U o� Q� w� a� Q� W O a` ono Z m m o W 88w mj `� o wo w x 0 w PROJECT NO: 20-005 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: DOOR SCHEDULE AND DETAILS A05 INTERIOR GYPSUM BOARD AND METAL STUD WALL. REFER TO 4/A03 FOR SIMILAR INTERIOR WALL CONSTRUCTION. INSTALL 6" STUDS THIS WALL ONLY FOR BACKFLOW PREVENTER - IF REQUIRED. IVES WALL MOUNTED DOOR STOP, TYP. LOCATION OF BACKFLOW PREVENTER (IF REQ'D AND IF LOCATED INSIDE BLDG) IN TAMPER PROOF CABINET WITH ACCESS PANEL 36" CORNER GUARDS, MOUNTED 3-5" A.F.F., TYP— ACCESS PANEL AT CHASE - SEE 91A06 10 GAL. WATER HEATER MOUNTED ON SHELF ABOVE CEILING 36" CORNER GUARDS, MOUNTED 3'-5" A.F.F., TYP IVES WALL MOUNTED DOOR STOP SALSA AREA 36" CORNER GUARDS, MOUNTED 3'-5" A.F.F., TYP. —� CART AREA, SEE 4 & 5/A06 LET OFFICE 101 CONTRACTOR SHALL LEAVE AN AS -BUILT SET OF CONSTRUCTION PLANS, ROLLED AND PLACED IN A 4"x36" PVC PIPE, MOUNTED J ABOVE THE DOOR AS SHOWN. 101 INTERIOR GYPSUM BOARD AND METAL STUD WALL. REFER TO 4/A03 FOR BREAK ROOM SIMILAR INTERIOR WALL 100 CONSTRUCTION. RESTROOM/OFFICE/BREAKROOM PLAN SCALE: 1/4" = V-0" WALL HYDRANT, REFER TO PLUMBING CHASE, REFER TO MECHANICAL IVES WALL MOUNTED DOORSTOP MII W I' FIR O TOILET ROOM ELEVATIONS 18" VERTICAL MIRROR GRAB BAR PAPER OOR A06 TYP STAINLESS TOWEL WALL- STEEL GRAB HOLDER STOP BAR O INSULATE AROUND PIPES--' g �--4" BASE 18" 2 ROLL TOILET 4" BASE 4" BASE 8', 11 TISSUE HOLDER © © O NOTE: 1. REFER TO 3/A3 FOR ADDITIONAL ADA MOUNTING HEIGHTS AND REQUIRED CLEARANCES FOR TOILET ROOM ACCESSORIES AND PLUMBING FIXTURES. SCALE: 114" = T-0" 48" HIGH WALL w/ lxWOOD CAP PAINTED WALL COLOR 8" PVC BUMPER GUARD (TOP AND BOTTOM) A06 RAILING BY McCUE FLOOR MOUNTED, rJ STEEL TUBULAR CART STOP ASK FOR THE KIT OPTION A McCU -TRIM KIT INCLUDES BUMPER GUARDS AND CART STOP. 4 )CART STOP DETAIL A06 J SCALE: 1/4"=V-0" 8" HORIZONTAL BUMPER TRIMMED TO 8" SHORTER THAN THE SPACE WHERE APPLIED, CENTER IN SPACE. 48" HIGH WALL WITH 1x WOOD CAP PAINTED TO MATCH BOTH SIDES OF WALL TO BE PAINTED P2 - SEE A04 FLOOR MOUNTED, STEELTUBULAR CART STOP 4" VINYL BASE—� 36" CORNER GUARD CART AREA DETAIL SCALE: NTS CHARACTER HEIGHT SHALL A MINIMUM _10, E X I OF 3" PER CODE IL a GRADE 2 BRAILLE M9N WITH DOTS 1110" ON w ' INTERNATIONAL CENTER AND 2/10" a 0 SYMBOL OF SPACE BETWEEN co ACCESSIBILITY CELLS RAISED 1/40" I V) O PER CODE NOTES: 1. SIGNS SHALL CONFORM TO ANSI OR LOCAL ACCESSIBILITY GUIDELINES WHICHEVER IS MORE STRINGENT. 2. ALL BUILDINGS AND ENTRANCES THAT ARE ACCESSIBLE AND USABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 3. G.C. TO PROVIDE TACTILE "EXIT" SIGNS AT ALL GRADE LEVEL EXIT DOORS PER CODE. 4. SIGNS TO BE INSTALLED ON THE LATCH SIDE OF THE DOOR, OR IF NO SPACE ON THE NEAREST WALL PREFERABLY ON THE RIGHT. SIGNAGE SHALL HAVE NON GLARE FINISH W/A CONTRASTING BACKGROUND. ACCESSIBLE SIGNAGE SCALE: 1 1/2"=V-0" TOILET ROOM ACCESSORIES B2740 BOBRICK DOUBLE TOILET TISSUE DISPENSER B253 BOBRICK PAPER TOWEL DISPENSER A-24x36 GAMCO 24" x 36" ANGLE FRAME 150Sx36 MIRROR GAMCO 1 1/2" X 36" GRAB BAR 150Sx42 GAMCO 1 1/2" X 42" GRAB BAR 150Sx18 GAMCO 1 1/2" X 18" GRAB BAR MS-1 GAMCO MOP HOLDER TOILET ROOM NOTES: 1. ALL TOILET ROOM ACCESSORIES PROVIDED BY CONTRACTOR. 2. ALL STORES MUST INCLUDE 2 REST ROOMS, EVEN WHEN NOT REQUIRED BY CODE. ANY VARIATION MUST BE APPROVED, IN WRITING, BY THE DOLLAR GENERAL CONSTRUCTION DEPARTMENT. 3. RESTROOMS MUST COMPLY WITH ALL BUILDING (FEDERAL, STATE, AND LOCAL) FIRE, AND HEALTH DEPARTMENT CODES. ADA REQUIREMENTS MUST ALSO BE MET IN BOTH RESTROOMS. SOME CODES MAY REQUIRE ADDITIONAL TOILETS OR LAVATORIES. PLEASE CONTACT DOLLAR GENERAL CONSTRUCTION DEPARTMENT FOR ALTERNATE PLANS FOR THESE SITUATIONS, 4. PROVIDE AND INSTALL 2'x3' MIRROR (OR LARGER IF REQUIRED BY CODE). 5. CONTRACTOR TO INSTALL SOAP DISPENSERS, TOILET PAPER HOLDERS, DOOR CLOSER, EXHAUST FANS, AND ALL BASS SECURITY PARTS IN BOTH RESTROOMS. PROVIDE SOLID BLOCKING IN WALL FOR SUPPORT, VA HEAVY DUTY, 12"x20" SHELF (BY GC) MOUNTED AT 4'-6" AFF FOR VSAT, MONEY COUNTER AND RADIO. RAISED GENDER SYMBOLS (TYP.) RAISED DISABLED SYMBOLS (TYP.) RAISED GENDER TEXT (TYP.) RAISED BRAILLE GENDER TEXT (TYP.) OM DOO FRAME TO r.OF SI N - TYP. WOOD BLOCKING AS TISSUE PAPER DISPENSER SANITARY NAPKIN RECEPTACLE 4'-0" 25" CLEAR FLOOR N SPACE FO LA VATORY — GRAB BAR SUPPORT BAR 1/4" MIN FASTENER & MOUNTING 1/2" MAX SUPPORT SHALL BE ABLE TO WITHSTAND 250#/FT. IN BENDING, SHEAR & TENSION. SEE ELEVATIONS FOR MOUNTING HEIGHTS GRAB BAR DETAIL SCALE: 1 1/2"=V-0" HEAVY DUTY, 12"x20" SHELF (BY GC) MOUNTED AT 4'-6" AFF FOR VSAT, MONEY COUNTER AND RADIO. 1/2"THICK (MIN.) 1/2" THICK (MIN.) PLYWOOD, 36" PLYWOOD, 60" WIDE x WIDE 48' HIGH, 48" HIGH, PAINTED TO PAINTx ED TO MATCH MATCH WALL AT 36" WALL AT 36" AFF. AFF. GRAB BAR 48" LONG c O O PAPER TOWEL DISPENSER --25 (CLEAR FLOOR o� (SPACE FOF M DRINKING I FOU NTAIN GRAB BAR 36" LONG Cjw m > Q ULu LL 2 u- 7) 6wU) v� L-- all$ — — ill, M I 17" ACCESSIBILITY CLEARANCE/HEIGHTS TILT MIRROR SCALE: 1/4"=V-0" EQUIPMENT BY LOW VOLTAGE INSALLER OFFICE WALL A OFFICE WALL B SCALE: SEE BELOW SCALE: SEE BELOW OFFICE ELEVATIONS SCALE: NTS 63"01IgA","i I 1 METAL CUP WITH (3) SHEET METAL SCREWS FASTENED TO BOTH STUDS WATER HEATER LATERAL SUPPORT SHELF MOUNTED WATER HEATER STRAP TO WALL AS INDICATED. (1) STRAP ON THE UPPER 1/3 & GRAB BAR 18" LONG M O 0 a � U m O0 m O (2) SHEET METAL SCREWS 3/4" WIDE 20 GAUGE STRAP (1) ON THE LOWER 1/3 MAINTAINING WATER HEATER A MINIMUM OF 4" FROM CONTROLS. OFFICE WALL D SCALE: SEE BELOW INSTALL WATER HEATER ABOVE MOP SINK UPON 8" 20 GA. STEEL STUD JOISTS SPACED 8" O.C. SPANNING SURROUNDING WALLS AT 7'-6" A.F.F. AT MOP SINK AND ABOVE CEILING AT HALLWAY. COORDINATE STRUCTURAL SUPPORT FRAMING WITH G.C. WATER HEATER SHELF DETAIL SCALE: NTS 12" X12" LOUVERED VEP FOR HUB DRAIN ACCEE MAINTAIN REQUIRED HEIGHTS AND CLEARANCES FOR DRINKING FOUNTAINS ACCESS PANEL DETAIL A06 SCALE: 1/2" = V-0" 1 J r t 00 n rr) C c 00 M, � /�r cT t-eC� V 4 L % 7- C-) nl V - Fil W C a) O o, W oo C M p W � � rrll F� I • O y� r W PROJECT NO: 20-005 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: TOILET ROOM PLAN AND DETAILS A06 1R'—n" **FIFI n \/FRRFY** DUMPSTER PLAN A07 SCALE: 3/8"=1'-0" I / A Tf I A T! I I -- I I DUMPSTER ENCLOSURE ELEVATION SCALE: 3/8"=1'-0" 7"-8" FIELD VERIFY PTD FLAT BLACKV s GATE BRACING DETAIL AO7 SCALE: N.T.S. /2" STL ALL }TREAD ROD /2" THK STL PLATE !" X 2" X 1 /8" STL 'UBE FRAME 6x6 TRTD. WOOD POST 1 x TRTD. WOOD s PRIVACY FENCE; 6'-0" HIGH 1 HOLES IN ASPHALT FOR UHTE DROP BARS 2"X2"X1/4" STL TUBE — 1/2" STL ALL - THREAD ROD (GALV & PTD) 5" DIA H.D. PIPE ST POST FILL W/ NON-SHDIKIV non 4" 2" X2"X1 /4" STL TUBE GATE FRAN 2X4 WD NAILER 4 GATE BRACING DETAIL A07 SCALE: N.T.S. 1x6 TRTD FENCE 1" WELD HINGE TO GATE FRAME SURFACE MTD PINTLE HINGE 5 GATE HINGE DETAIL A07 SCALE: N.T.S. s 'v *ALL SIGN DIMENSIONS ARE TO BE VERIFIED BY SIGN VENDOR. #R# 1x TRTD. WOOD - PRIVACY FENCE; 6'-0" HIGH 2x4 TRTD. WOO[ FRAMING 6x6 TRTD. POST 1x TRTD. W PRIVACY FE 6'-0" HIGH 2x4 TRTD. FRAMING 6x6 TRTD. POST 3'-0" DIA. MONUMENT SIGNAGE DETAIL SCALE: 1/7'=1'-0" CABINET \� 4"x4"x1/4" STEEL TUBE 3/4"DIA. A325 BOLT W/ NUT, FLAT, & LOCK WASHERS EIFS TRIM BAND NICHIHA BRICK PANEL OVER VAPOR BARRIER OVER PLYWOOD AND METAL FRAMING. SURFACE MOUNT ELEC. CONNECTION NOTE: SEAL ALL WOOD WITH A MIN. (3) COATS "THOMPSON'S WATER SEAL" T-O"(D) x 2'-0'"' (W) x 11'-O" (L) FOUNDATION SLAB W, #4 BARS @ 16" C/C E.W. r— �, w 3�v � cp , c l rJ J M1.1 �P U c -r 1� WU c> �w <C U C7 cl 1 �Q7 a Q W o d. W 0 O Z mm �a • PTO C W z PROJECT NO: 20-005 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: DUMPSTER ENCLOSURE & DETAILS A07 O 01 0 SPACE LIGHTS - EVENLY IN RECEIVING AREA (TYP) 0 O 0 RECEIVING AREA 103 LOPEN TO STRUCTURE ABOVE-? // 12'-0" �m 0 cr I c' m I I i i ABOVE -� 102 I I I I [O I HVAC --------- I - 0 io O Op ------------i -----------, 12-0" I 1 i 12-0" a fivallm DIM FROM FACE OF COLUMN DIM FROM FACE 8'-0" 8'-0" 8'-0" 4'-3" 8'-0" 6'-5" 5'-1U. 4'-9" OF COLUMN M - I —I ----- -- I -+-- I I I I I I I _ _ _ I I — T -EE I E=[=l I E#= I � II I j- ---T---T- — -- -� E4�3- HVAC -OPEN TO //-UNIT ---D STRUCTURE SALES AREA J_ i 1 I I I I I I ( I I co i� 8'-0" 8-_0-, I 8'_0" I 8'-0" 8'-0" I F-01. 8.01. u a II II II II EQ. 12-0" 12'-0" I I 12'-0" 12'-0" 12'-0" 12'-0" L---------- _JI DIM FROM L--------------- J ATTACH LIGHTS FACE OF PER MANUF. COLUMN STANDARDS, TYP REFLECTED CEILING PLAN SCALE: 1/8"=1'-0" PLAN NORTH 3 5/8" 20 GA. METAL STUD TO 1/2" MIN GYP I STRUCTURE ABOVE BD TO DECK I I ABOVE I I BOX HEADER: X 4 A.C.T. CLG (2) 6" 20 GA. METAL @ 8'-0" A- F.F� STUDS W/ 3 5/8" TRACK TOP AND I I 5/8" GYPSUM BOARD BOTTOM.--------.; I TO 6" ABOVE FINISHED CEILING B.O. BULKHEAD @ T-0" A.F.F. NOTE: IF A GYPSUM BOARD CEILING IS INSTALLED IN THE HALLWAY AN ACCESS PANEL MUST BE INSTALLED FOR ACCESS TO THE WATER HEATER. (MINIMUM 20"x30") SECTION AT SOFFIT SCALE: TOP OF PEMB PURLIN (TYP) 3/32" 7x7 AIRCRAFT CABLE. INSTALL HANGER CABLES USING ALL ATTACHMENTS DEVICES AS SPECIFIED BY WIRE MANUFACTURER. TOP OF LIGHT FIXTURE ��40 MOUNTED @ 11'-0" A.F.F., MOUNT WITH AIRCRAFT FpR L CABLE TO UNISTRUT, A+� UNISTRUT ATTACHED TO $ UNDERSIDE OF PURLIN. (3�) LIGHT ATTACHMENT DETAIL A08 SCALE: 11/2"=1'-0" CEILING DETAIL SCALE: V=1'-0" RUNNERS ga VERTICAL IRS -THREE UNNER O O u 1" CONDUIT TO EMS PANEL BELOW O M■�' ". II u m MEN 104 GB OR ACT @ 8'-0" A.F.F. CENTERED IN ROOM BULKHEAD, SEE DETAIL 2/A08 ACT @ 8'-0" A.F.F. CENTERED IN ROOM GB OR ACT @ 8'-0" A.F.F. CENTERED IN ROOM WOMEN METAL PANEL J CEILING (BY PEMB) r @ 10'-0" A.F.F. I _ CENTERLINE OF -~ SALES FLOOR I �I I I EQ. —DIM FROM FACE OF COLUMN OFFICE 101 OPEN TO STRUCTURE ABOVE, CENTER LIGHT WITHIN ROOM LEGEND 4' STRIP LIGHT WALL PACK oig NIGHT LIGHT EXHAUST FAN CIRCUIT EMERGENCY LIGHT SUPPLY AIR DIFFUSER EMERGENCY LIGHT TRANSFER GRILLE & EXIT COMBO EXT. LED LIGHT AND EXT ARM ** REFER TO THE ELECTRICAL DRAWINGS LIGHT DESIGNATIONS AND OTHER ADDITIONAL INFORMATION REFLECTED CEILING PLAN NOTES 1. ALL LIGHTS TO BE MOUNTED SUCH THAT THE TOP OF THE FIXTURES ARE AT 11'-0" A.F.F. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. CABLE TRAY TO BE MOUNTED SUCH THAT BOTTOM OF TRAY IS AT 1 V-6" A.F.F. 3. CABLE TRAY SYSTEM TO BE INSTALLED USING FULL LENGTHS WITH MINIMAL CUTTING OF SECTIONS. AREAS WHERE CUTTING MAY BE REQUIRED ARE AS NOTED ON THE PLAN. 4. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL CABLE TRAY AND ALL CONDUIT WITH PULL STRINGS AS NOTED. O O O O O O II II ®I **PRE -PUNCHED 1 1/4" GALVANIZED ANGLES ARE APPROVED EQUAL \ TO UNI-STRUT I G-� GRAPHIC UNISTRUT 10' LONG GRAPHIC UNISTRUT 10' LONG CENTER CABLE TRAY TO BE CENTERED ON ENDCAP TO BE CENTERED ON ENDCAP ON ENTRY DOORS AT 11'-0" A.F.F. ON THREADED AT 1 T-0" A.F.F. ON THREADED m ROD, AS CLOSE TO BACK AS ROD, AS CLOSE TO BACK AS POSSIBLE. UNISTRUT POSSIBLE. UNISTRUT MOUNTED FLAT SIDE DOWN. MOUNTED FLAT SIDE DOWN. 15'-10 1/2' I _ 0 10'-8" GRAPHIC UNISTRUT 10' LONG TO N iv BE CENTERED ON AUTOMATED iv DOORS AT 1 T-0" A.F.F. ON THREADED ROD. UNISTRUT MOUNTED FLAT SIDE DOWN. r7- 5' °J ro I 21'-6"53-7" 41'-8" 4" HILTI FIRESTOP n - CABLE COLLAR, UL 1479 V V Ll I II II II II CABLE TRAY PLAN SCALE: 3/32"=1'-0" /-LOCATION OF OFFICE HUB BELOW. BUNDLE ALL WIRES AND RUN TO CABLE TRAY i I I . M z�� D\ rCO, Ij ' \ G v77.� i 2. G \v 0 3 o � aJ d o q � r ' O W O 0 .Wj M88 M ti U v > [� J �1 o w U by O W PROJECT NO: 20-005 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: REFLECTED CEILING PLAN A08 A ROOF PLAN SCALE: 1/8"=1'-0" PLAN NORTH WALL J OF 1 1/2" CONDUIT OFFICE) FOR SATELLITE )VIDE WEATHER TIGHT 3ARAPET PENETRATION. ED LOCATION OF TRATING SATELLITE MOUNT FFICE): SKYWARE GLOBAL, 110063-04(BY OTHERS) PRE-ENGINEERED METAL BUILDING NOTES METAL BUILDING NOTES: THE PRE -MANUFACTURED METAL BUILDING STRUCTURE, CONCRETE FOUNDATION, AND INTERIOR CONCRETE SLAB SHALL BE DESIGNED, DETAILED, FABRICATED, AND CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS AND REGULATIONS. THE MOST STRINGENT REQUIREMENTS APPLY WHERE INCONSISTENCIES OCCUR BETWEEN THE APPLICABLE STANDARDS. IN THE ABSENCE OF OTHER CRITERIA, LOADINGS SHALL CONFORM TO THE MOST RECENT EDITION OF THE INTERNATIONAL BUILDING CODE. 2. THE SCOPE OF THE PRE -MANUFACTURED METAL BUILDING STRUCTURE SHALL INCLUDE THE DESIGN, ENGINEERING, FABRICATION, DELIVERY, AND ERECTION OF THE COMPLETE STRUCTURAL STEEL FRAMING AND EXTERIOR SKIN PACKAGE. THE METAL BUILDING MANUFACTURER SHALL BE CERTIFIED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) METAL BUILDING CERTIFICATION PROGRAM. 3. THE FRONT FASCIA SHALL HAVE (3) 12" PURLINS (MOUNTED VERTICALLY SO THAT THE 12" FACE IS AGAINST THE BUILDING METAL SIDING. THESE PURLINS SHALL BE CENTERED OVER THE ENTRANCE AND SPACED 96" APART TO PROVIDE ADEQUATE SUPPORT FOR SIGNAGE WHICH MAY WEIGH UP TO 1,400 LBS. 4. RECOMMENDED PRE-ENGINEERED METAL BUILDING MANUFACTURERS ARE: -VP BUILDINGS, ATTN: DAVID ENGLISH (901) 568-4537 -STAR BUILDING SYSTEMS ATTN: RODNEY BURT (800) 879-7827 -NUCOR BUILDING SYSTEMS ATTN: BOB BARRY (315) 622-4400 (260) 837-7891 -BIGBEE STEEL BUILDINGS, INC. ATTN:KEVIN BUSLER (800) 633-3378 -CHIEF BUILDINGS ATTN: ERIN SULLIVAN (800) 845-1767 5. SEE SHEET A02 FOR WALL AND ROOF FINISHES AND COLORS. ROOF NOTES: 1. METAL ROOF MUST BE A STRUCTURAL STANDING SEAM METAL ROOF WITH MECHANICALLY ROLLED SEAMS. SEAMS TO BE A MINIMUM 1 1/2" HIGH. ALL FASTENERS TO BE CONCEALED, 2. ROOF PANELS TO BE A MINIMUM 24 GAUGE. 3. METAL ROOF SYSTEM TO BE EQUAL TO VP BUILDING SLR II ROOF. 4. CONDENSATE FROM HVAC UNITS TO BE PIPED TO GUTTERS. 10 �n Z -'t Oo f` cc M Lrl want y Y V1 ^ n v v 1 r; h�l W O A W Q o 0-d 1 W O I^sl r�4"1�/� V1 O OMO M > H a Z ...1 m 0 W PROJECT NO: 20-005 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: ROOF PLAN AND MTL BUILDING NOTES A09 NOT USED C1. NOTCH CURB FLANGE TO ALLOW CURB TO SET IN THE FLAT OF PANEL. REAR CURB FLANGE DRY FIT AND MARK PANEL AT CURB LINE. 2. INSTALL MASTIC INSIDE CURB OUTLINE - CUT TAPE AT 45 ANGLE. (SEE DETAIL FOR 3. WHEN INSTALLING CURB, LEADING EDGE OF FRONT FLANGE MUST HAVE UNDER CUTOUTS) PLUGS PLACED ON MASTIC AND ALIGNED WITH MAJOR RIBS OF ROOF PANEL. MASTIC MUST ALSO BE APPLIED OVER UNDER PLUGS. 4. APPLY TUBE CAULK AROUND PERIMETER, TO THE OUTSIDE OF MASTIC LINE AT 45- (2) —UNDER PLUG (3) (SEE DETAIL) 3' TYR (1) \ 5- \ 1 _ REAR CURB FLANGE CUTOUT DETAIL MASTIC UNDER PLUG INSTALLATION DETAIL TUBE CAULK QUNDERPLUG ROOF PANEL MASTIC FRONT FLANGE OF CURB CURB INSTALLATION INSTRUCTIONS TRAPEZOIDAL STANDING SEAM PANEL - UNDER I OVER FOLLOW MANUFACTURER'S SPECIFICATIONS REQUIRED NATIONAL ACCOUNT ROOF CURB DG VENDORS: ROOF CURB SYSTEMS GREG SMYTH 800.683-5848 GSMYTH@ROOFCURB.COM CURBS PLUS INC. ALAN THRAILKILL 888.639.2872 ALAN.THRAILKILL@CURBS-PLUS.COM KCC INTERNATIONAL INC. GREG CONRAD 800-382.2872 GCONRAD@KCCCURBS.COM O O TYPICAL ROOF CURB UNIT SCALE: NTS 1 n 1. ATTACH ROOF PANELS 2. ROOF CUTOUT AS FOLLOWS: DIM. A = OVER ALL LENGTH (OAL) - 61NCHES DIM. W = WIDTH (W) +1I2 INCH 3. LEADING EDGE OF CURBS FRONT FLANGE IS INSERTED UNDER FROM EDGE OF ROOF PANEL CUTOUT. SIDE AND REAR FLANGES REST ON TOP OF ROOF PANELS 4. INSTALL TUBE CAULK UP VERTICAL PORTION OF RIB AND OVER TOP OF RIB PRIOR TO INSTALLING ADJACENT PANEL. INSTALL TUBE E CAULK IN FIRST FOUR INCHES OF FEMALE RIB TO COMPLETELY SEAL SIDE LAP ABOVE AND BELOW CURB. D 1. ATTACH CURB THROUGH ROOF PANEL INTO SUPPORTS WITH SCREWS SPACED AT 3" O.C. 2. APPLY MASTIC & TUBE CAULK TO UNDER SIDE OF RIB CAPS, WITH TUBE CAULK EXPOSED TO THE WEATHER SIDE. ATTACH RIB CAPS WITH FASTENERS 3' O.C. 3. GENEROUSLY APPLY TUBE CAULK AROUND PANEL SEAM WHERE IT ENTERS RIB CAP. FORCING CAULK BACK INTO TOP OF RIB CAP. 4. APPLY MASTIC & TUBE CAULK TO BOTTOM OF SLIT PLATES PRIOR TO INSTALLATION (SEE DETAIL). SLIT PLATE INSTALLATION 11 2 3� L=— l REQUIRED PHOTOS: THE FOLLOWING LAYOUT SHOWS THE REQUIRED PHOTOS TO BE TAKEN AT COMPLETION. (MAKE SURE THE OVERHEAD LIGHTS ARE ON FOR YOUR PHOTOS.) 1. FROM EACH CORNER OF THE SALES AREA, FACING THE OPPOSITE CORNER. 2. CORRIDOR (ONE PICTURE FROM EACH END OF THE CORRIDOR). 3. STANDING 10' FROM THE ENTRANCE FACING THE ENTRANCE. PHOTO KEY PLAN SCALE: 1/16"=l'-O" TUBE CAULK ALUMINUM RIB CAP (2) O MINIMUM CONTROL JOINT LAYOUT: LEFT TO RIGHT AT COLUMN LINES AND CENTEREDIN BETWEEN AS SHOWN 0 MINIMUM CONTROL JOINT LAYOUT: FRONT TO BACK AT COLUMN LINES AND CENTEREDIN BETWEEN AS SHOWN O U SLIT PLATE (4) (SEE SLIT PLATE INSTALLATION DETAIL) CONCRETE ANALYSIS Based on Standard Deuation Analysis pfta cM kcm Trial Mix Test Data DESIGN CHARACTERISTICS Density pcf Strength psi (28 day) Air % specified If trial mixes are used the Mix Design is proportioned to achieve f'cr = fc + 1200 psi (1400 psi for strength higher than 5000 psi at 28 days) MATERIALS Type/ Specific Absolute Source Gravity Weightilb. Vol. cu.ft Cement Coarse Aggregate Fine Aggregate Water Other TOTAL 27.0 cu. ft. Water/Cement Ratio (lbs. water/lbs. cement) _ % ADMIXTURES Dosage Manufacturer ozlcwt Air Entraining Water Reducing Water Reducing, Retarding High Range Water Reducing Non -Corrosive Accelerating Other Slump before HRWR inches Slump after HRWR inches Standard Deviation Analysis (from experience records): # of Test Cylinders Evaluated: Standard Deviation: fcr-fc + 1. 34s or fcr = fc + 2,33s - 500 (Refer to ACI 301 for increased deviation factor when less than 30 tests are available) Fr-- o ell tl _o 13'-0" RECEIVING AREA SALES AREA q ro IIII�, IIIIIIIIIIIIIIII, IIII. CONTROL JOINT SPACING PLAN SCALE: II II III III IL== l iJ l J Slump before HRWR Slump after HRWR inches inches Standard Deviation Analysis (from experience records): # of Test Cylinders Evaluated: Standard Deviation: fcr-fc + 1.34s or fcr = fc + 2.33s - 500 (Refer to ACI 301 for increased deviation factor when less than 30 tests are available) LABORATORY MS T DA TA Compressive Strength Age (days) Mix # 1 Mix #2 Mix #3 7 psi psi psi 7 psi psi psi 28 psi psi psi 28 psi psi psi 28 average psi psi psi REQUIRED ATTACHMENTS Please Check Coarse Aggregate Gradation Report Fine Aggregate Gradation Report Concrete Compressive Strength Data or Trial Mixture Test Data Admixture Compatability certification letter Submitted by: Name Address Phone #: Main Plant Location: Miles from Project: Secondary Plant Location: Miles from Project: Date: O O H U (4) SIDES TO RECEIVE w F- 1/4" PREFORMED JOINT z z z 0 X O O FILLER AND SEALANT, O O O NO EXCEPTIONS CONTRACTION OR CONSTRUCTION JOINT z o H U Q Q F- z zz 0 of 0 0 000 COLUMN BASE DETAIL - PLAN SCALE: NTS O k COLUMN WITH RECESSED BASE PLATE CONTRACTION OR CONSTRUCTION JOINT TWO SETS OF (2) #4 REBAR, WHERE CONTRACTION OR CONSTRUCTION JOINT DOES NOT OCCUR. SEE FOUNDATION DRAWINGS FOR PLACEMENT ANCHOR BOLTS PER STRUCTURAL ENGINEERING REQUIREMENTS R Yr 0 0 • e o 0 i • • • EQUAL EQUAL L— REINFORCING AS NEEDED COLUMN BASE DETAIL - SECTION SCALE: NTS F.F Z m J Of F cGG w LU w w �z� W Z �w0 0- 110 O r �t o0 Z � 4? M, cc ff. f to 1` Q n— < CA n ar N N O w �✓ 0 w tp W U r s C .� U 74n O a c <nC U N O ut ut to > w � is v, W P O 0 a ''4^^4 V1 � 00 x M M W 86 '-a C w Q< QI Gn {.1 O O �.ym rr T�1 Y� U b�D � o r l w PROJECT NO: 20-005 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: CONCRETE ANALYSIS AND MISC. NOTES A10 3 HVAC SYMBOL LEGEND ALL SYMBOLS SHOWN MAY NOT APPEAR IN DRAWINGS. ® SUPPLY AIR Z RETURN AIR lll� ELBOW W/ TURNING VANES SPUTTER BALANCING DAMPER FIRE DAMPER - VERTICAL -,* FIRE DAMPER - HORIZONTAL w M MOTORIZED DAMPER O THERMOSTAT ® WALL CAP 0 EXHAUST FAN FLEX DUCT DUCT TURNING UP/DOWN ® UNDERCUT DOOR 1" MIN. SUPPLY AIR DG 11 --V4 DOOR GRILLE, SIGHT -PROOF EXHAUST AIR SO SMOKE DAMPER BDD BACK DRAFT DAMPER © SMOKE DETECTOR HVAC ABBREVIATIONS ALL ABBREVIATIONS SHOWN MAY NOT APPEAR IN DRAWINGS. AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AUX AUXILIARY BDD BACK DRAFT DAMPER BRD BAROMETRIC RELIEF DAMPER CEIL CEILING COND CONDENSATE DIA DIAMETER EAT ENTERING AIR TEMPERATURE EF ROOM EXHAUST FAN EQUIP EQUIPMENT FD FIRE DAMPER FURN FURNACE GA GAUGE GRH GAS RADIANT HEATER GUH GAS UNIT HEATER HP HEAT PUMP HR HOUR MAX MAXIMUM MCA MINIMUM CIRCUIT AMPACITY MD MOTORIZED DAMPER MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MOCP MAXIMUM OVERCURRENT PROTECTION NIC NOT IN CONTRACT CA OUTSIDE AIR PENE PENETRATION PTAC PACKAGED TERMINAL AIR CONDITIONER RA RETURN AIR RM ROOM REG REGISTER RND ROUND RTU ROOFTOP UNIT SYS SYSTEM TEMP TEMPERATURE TSTAT THERMOSTAT TYP TYPICAL VEL VELOCITY VF VENTILATION FAN W/ WITH PACKAGED ROOF TOP UNIT SCHEDULE COOLING CAPACITY HEATING CAPACITY EQUIPMENT SPECS MARK N0. AREA SERVED TONS TOTAL CFM O.A. (CFM) EER NOTES TOTAL SENS. CAPACITY AUX, HEAT MFGR & MODEL (BASIS VOLT WEIGHT MBH MBH MBH KW OF DESIGN) PHASE MCA MOCP (LBS) RTU-1 SALES 10.0 4000 916 11.2 118.0 87.0 60.0 15.0 CARRIER 20TC-D12D2A5-OAOGO 208/3 53.0 60.0 640 ALL RTU-2 SALES 10.0 4000 916 11.2 118.0 87.0 60.0 15.0 CARRIER 20TC-D12D2A5-OAOGO 208/3 53.0 60.0 640 ALL EQUIPMENT NOTES: MFGR SPECIFIED IS "BASIS OF DESIGN". CARRIER IS REQUIRED FOR THIS LOCATION. COORDINATE WITH NATIONAL ACCOUNT VENDOR. 1. REFRIGERANT IS R-410A 2. COOLING BASED UPON 95 AMB, 80 EDB, 70 EWB, 58 LOB, 57.2 LWB 3. HEATING BASED UPON 60 EDB, 76 LDB 4. MULTI -STAGE AIR VOLUME 5. MICROPROCESSOR TYPE THERMOSTAT PER SPECIFICATIONS. 6. DIFFERENTIAL ENTHALPY ECONOMIZER, DUAL ENTHALPY SENSOR, BAROMETRIC RELIEF DAMPER 7. 2" PLEATED MERV 13 FILTERS. 8. SMOKE DETECTOR KIT WITH MOUNTING HARDWARE. 9. CONDENSATE DRAIN PAN FLOAT SWITCH AT PRIMARY DRAIN PAN (STAINLESS STEEL) FOR FAN SHUTDOWN 10, COORDINATE ROOF CURBS WITH PEMB MANUFACTURER VENTILATION CALCULATION VENTILATION "Pz" VENTILATION EXHAUST AIR APPROX REQUIREMENTS OCCUPANCY VALUES RATES "Vbz" RATES EXHAUST AIR ROOM ROOM SIZE (SF) DESIGNED RATE AS REMARKS IMC 2010 IMC 2010 PEOPLE IMC 2010 IMC 2010 "Az" TABLE 403.3 TABLE 403.3 REQUIRED TABLE 403.3 TABLE 403.3 (CFM) PER DESIGN 15/1000 SALES 7134 7.5 CFM/PERSON 107 107 2073 - + 0.12 CFM/SF 5/1000 OFFICE & 159 5 CFM/PERSON 2 2 24 - BREAKROOM + 0.06 CFM/SF RECEIVING 1090 0.12 CFM/SF - - 131 - EXHAUST SYSTEM SHALL RESTROOMS - 70 CFM WC OR - - - 140 140 OPERATE CONTINUOUSLY URINAL WHILE OCCUPIED EXHAUST FAN PERFORMANCE DATA ELECTRICAL DATA BASIS OF DESIGN TAG SERVICE CFM SONES NOTES POWER E.S.P. VOLTAGE MFGR MODEL EF-1 MEN'S 70 1.3 21W 0.5 120/1 GREENHECK SP-1390 1-3 EF-2 WOMEN'S 70 1.3 21W 0,5 120/1 GREENHECK SP-690 1-3 EQUIPMENT NOTES: MFGR SPECIED IS "BASIS OF DESIGN" OR EQUAL. CONTRACTOR SHALL SUBMIT MFGR, MODEL AND PERFORMANCE DATA. 1. INTEGRAL DISCONNECT 2. VIBRATION ISOLATION 3. INTERLOCK WITH OCCUPANT SENSOR AIR TERMINAL DEVICE SCHEDULE MARK DESRIPTION MFGR MODEL MATERIAL NECK NOTES CGA SUPPLY GRILLE TITUS 112RL ALUM. ROUND 1-3 D134 DROP BOX DIFFUSER - 4/WAY VERIFY WITH NATIONAL ACCT VENDOR RECTANGULAR 2 NOTES: 1. BASIS OF DESIGN 2. FINISH SHALL BE VERIFIED W/ARCHITECT 3. PROVIDE W/ MFR'S PLASTER FRAME OF SAME MATERIAL. 4. FRAME DEPTH TO COORDINATE WITH WALL DEPTH. 5. FURNISH WITH AUXILIARY FRAME ON OPPOSITE SIDE. AIR DEVICE SCHEDULE CFM MAX N.C. AIR DEVICE DUCT CONNECTION 0-75 25 24x24 6"o 76-150 25 24x24 8110 151-200 25 24x24 8"o 201-300 25 24x24 10"4 301-400 25 24x24 12"0 DIFFUSERS/GRILLES/LOUVERS NUMBER OF DUPLICATE AIR DISTRIBUTION DEVICE DEVICES DESIGNATED BY THIS FIRST LETTER: SYMBOL (2) C-CEILING, D-DOOR, F-FLOOR, W-WALL SECOND LETTER: NECK SIZE IN---_ 8 o D-DIFFUSER, G-GRILLE, INCHES (12") 200 L-LOUVER THIRD LETTER: TYPE CODE FOURTH CHARACTER: BLOW AIR QUANTITY DELIVERED BY DEVICE PATTERN (4-WAY) IN CFM (200 CFM) GENERAL HVAC NOTES 1. FURNISH ALL LABOR, MATERIALS, TOOLS, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE HEATING, VENTILATING, AIR CONDITIONING SYSTEM. ALL WORK SHALL BE INSTALLED IN A PROFESSIONAL MANNER AND SHALL MEET ALL THE REQUIREMENTS OF THE 2017 FBC 6TH EDITION, SAFETY AND HEALTH CODES, NFPA CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. ALL COSTS FOR SAID REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACTORS BID PRICE. 2. THIS CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND INSPECTIONS AND PERFORM ALL TESTS CALLED FOR OR REQUIRED AS A PART OF HIS WORK. FURNISHED APPROVED CERTIFICATE OF FINAL INSPECTION, AND TURN OVER TO OWNER AT COMPLETION OF PROJECT. 3. MECHANICAL PLANS ARE DIAGRAMMATIC, NOT SHOWING EVERY ITEM IN EXACT LOCATION OR DETAIL. MEASUREMENTS AND LOCATIONS MUST BE FIELD VERIFIED AND COORDINATED WITH ARCHITECTURAL, HVAC, FIRE PROTECTION, STRUCTURAL, ELECTRICAL AND OTHER BUILDING DRAWINGS. 4. MECHANICAL CONTRACTOR TO PROVIDE GENERAL CONTRACTOR WITH AS -BUILT DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON THERMOSTATS, CONTROL WIRING DIAGRAMS AND OTHER PERTINENT INFORMATION AT COMPLETION OF PROJECT. 5. MAIN DUCTS USED TO CONVEY THE CONDITIONED AIR SUPPLY AND VENTILATION AIR SHALL BE MADE OF CONTINUOUS SHEET METAL AND SHALL BE FABRICATED IN ACCORDANCE WITH ASHRAE GUIDE AND SMACNA MANUAL LATEST EDITIONS. BRANCH DUCTS MAY USE FLEX DUCT WITHIN LAST 6 FEET OF BRANCH RUN. 6. DUCT LININGS (THERMAL AND ACOUSTICAL), VIBRATION ISOLATION CONNECTORS, FLEXIBLE DUCT CONNECTORS, AND DUCT TYPE SHALL BE APPROVED BY APPLICABLE CODE AND MECHANICAL ENGINEER. 7. ALL RETURN AND SUPPLY AIR DUCTWORK WITHIN 20'-0" OF AIR HANDLING EQUIPMENT SHALL BE DUCT LINED FOR SOUND ATTENUATION. REMAINING DUCT SHALL INSULATED WITH MINERAL FIBER DUCT WRAP. 8. ALL RETURN AND SUPPLY AIR DUCTWORK, THAT IS NOT LINED, SHALL BE EXTERNALLY INSULATED WITH 2" THICK, 1.5 LBS. DENSITY FOIL FACED FIBERGLASS INSULATION. DUCT DIMENSIONS SHOWN ARE INSIDE NET DIMENSIONS, ADD TO SHEET METAL SIZE FOR INSULATION. IN GENERAL, INSTALL DUCTWORK TIGHT TO UNDERSIDE OF STRUCTURE UNLESS OTHERWISE NOTED OR REQUIRED BY FIELD CONDITIONS. COORDINATE EXACT MOUNTING HEIGHT IN FIELD WITH GENERAL CONTRACTOR. ROUND DUCTWORK IN CONDITIONED SPACE DOES NOT REQUIRE INSULATION UNLESS OTHERWISE NOTED. 9. ALL BRANCH TAKE -OFFS SHALL BE PROVIDED WITH MANUAL BALANCING DAMPERS, 10. LAST 6'-0" OF SUPPLY DUCT SHALL BE FLEXIBLE WHERE CONNECTED TO A CEILING MOUNTED SUPPLY AIR TERMINAL. SHALL MEET INSTALLATION AND MATERIAL REQUIREMENTS OF LOCAL CODES. AIR TERMINALS EXPOSED TO OPEN CEILING SHALL ONLY BE CONNECTED USING RIGID DUCT. 11. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE TEMPERATURE CONTROL SYSTEM TO INCLUDE: PANELS; MODULES, RELAYS, WIRING, THERMOSTATS, SENSORS, DAMPERS, ACTUATORS AND ALL MISCELLANEOUS ITEMS AS REQUIRED TO FULFILL THE DESIGN INTENT AS INDICATED ON THE PLANS AND IN THE CODED NOTES. 12. ALL TEMPERATURE CONTROLS, FIRE ALARM COMPONENTS, EQUIPMENT NAMEPLATES, LABELS, OR COLOR CODED COMPONENTS SHALL BE MASKED DURING PAINTING TO PREVENT DAMAGE FROM OVER -SPRAY OR OBSCURING INFORMATION. 13. ALL LOW VOLTAGE WIRING REQUIRED FOR MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL COORDINATE POWER REQUIREMENTS FOR HVAC EQUIPMENT WITH ELECTRICAL CONTRACTOR. 14. SEAL & TAPE ALL OPENINGS IN DUCTWORK AIRTIGHT AFTER TESTING. 15. CHECK & VERIFY ALL FIELD CONDITIONS & ACTUAL DIMENSIONS BEFORE PREPARING SHOP DRAWINGS BEFORE INSTALLATION. NOTIFY ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. 16. TEST & BALANCE ALL SUPPLY, RETURN & EXHAUST SYSTEMS ACCORDING TO CFM INDICATED ON PLANS. SUBMIT REPORT AS PER SPECIFICATIONS. 17. ALL APPLIANCE AND PLUMBING VENTS SHALL BE AT LEAST TEN (10) FEET IN A HORIZONTAL DIRECTION. OR THREE (3) FEET ABOVE THE OUTSIDE AIR INTAKES FOR HVAC AND MAKE-UP AIR UNITS. 18. ALL HVAC UNITS SHALL PROVIDE A MINIMUM DISCHARGE AIR TEMPERATURE OF 907 DURING HEATING MODE. DEVELOPER IS TO COORDINATE ALL NECESSARY REQUIREMENTS WITH THE MANUFACTURER. 19. TESTING OF HVAC UNITS THRU EMS PANEL IS ACCOMPLISHED BY WARMING UP OR COOLING DOWN A SPACE TEMPERATURE SENSOR AND WATCH THE FAN, HEAT AND COOL STAGES CYCLE ON AND OFF. THIS REQUIRES TWO PEOPLE AT ALL TIMES...ONE TO WATCH THE SCREEN AND THE OTHER TO WATCH OPERATION OF THE AHU, WHEN COMPLETE, PRESS THE HOME BUTTON TO RETURN TO THE MAIN SCREEN. 20. ALL DUCTWORK MUST BE INSTALLED ABOVE 10'-6" A.F.F. NO HVAC DUCT TRUNKLINE TO BE INSTALLED ABOVE CEILING WITHIN 48" RADIUS OF REGISTER/ICE CREAM POWER POLES. POWER POLES EXTEND ABOVE CEILING 2'-0". REFER TO SHEET E1 FOR EXACT LOCATION OF POWER POLES. 21. FOR HVAC SENSOR LOCATIONS SEE EMS1 SHEET. z ��� O� M M N ^� N N ox� �N O 0.NfYi0f� [-+ U o W � U N vi F-1 FLI � D \v E w 17 0 O a V� O ClIF! Z O_ W K U 04 _ z NJ C I I PROJECT NO: 20-xxx DRAWN BY: T.OWENS CHK'D BY: G.W. STEWART SHEET NO: MECHANICAL N NOTES & LEGENDS Ml 3 4 8 9 10 11 I 12 1 13 i 14 I 15 16 I W