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HomeMy WebLinkAboutPLANS - 22-00611 - EVO Automation - New CommercialEVO GARAGE/GYM 5426 SQ. FEET MAIN FLOOR OFFICES 2684 SQ. FEET SECOND FLOOR OFFICES 2940 SQ. FEET TOTAL SQ. FOOTAGE: 11,050 LJJ W Z w Ld J W Z 0 W Q U r REVISION: DRAWN BY: PLAN NO: KDG - CHECKED BY: DATE: JUNE'22 PLOT DATE: 6-04-zz DRAWING N0. CS OF DISCLAIMER: UPON PAYMENT AND RELEASE OF DRAWINGS, THE OWNER HAS REVIEWED AND APPROVED THESE PLANS AS IS. INSIDE STORY DESIGNS, THE DESIGNERS AND DRAFTERS ARE NOT LIABLE OR RESPONSIBLE FOR THE FOLLOWING: THE INFORMATION ON ALL PLANS, SPECIFICATIONS, MEASUREMENTS ETC. FOUND ON THESE CONSTRUCTION DRAWINGS ARE PROVIDED 'AS IS'. INSIDE STORY DESIGNS, THEIR DESIGNERS AND DRAFTERS ASSUME NO RESPONSIBILITY FOR ERRORS OR OMISSIONS IN THE CONSTRUCTION DRAWINGS. INSIDE STORY DESIGNS, THEIR DESIGNERS OR DRAFTERS WILL NOT BE LIABLE FOR ANY SPECIAL, INCIDENTAL, DIRECT OR INDIRECT DAMAGES OF ANY KIND, NOR ANY CONSTRUCTION OR ENGINEERING OF HOMES. ALL PLANS MUST BE REVIEWED BY LOCAL ENGINEERS AND BUILT TO LOCAL CODES AND STANDARDS, PLANS MUST BE MODIFIED AS NECESSARY TO ACCOMMODATE THESE REQUIREMENTS. INSIDE STORY DESIGNS WILL NOT BE LIABLE FOR THESE MODIFICATIONS OR CODE CHANGES ALONG WITH ANY LIABILITY ARISING OUT OF OR IN CONNECTION WITH THE USE OF ANY MATERIAL, FLOOR PLANS OR ENGINEERING, INCLUDING ITS DESIGNERS AND DRAFTERS. THESE DRAWINGS COULD INCLUDE TECHNICAL, SPACE PLANNING OR ESTHETIC INACCURACIES AND ERRORS, INCLUDING TYPOGRAPHICAL ERRORS. INSIDE STORY DESIGNS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS IN ANY DOCUMENT AND RESERVES THE RIGHT TO MAKE CHANGES AS DEEMED NECESSARY. GENERAL NOTES • CONTRACTOR TO VERIFY ALL DIMENSIONS, SITE CONDITIONS AND CO ORDINATE ALL WORK PRIOR TO CONSTRUCTION. DISCUSS DISCREPANCIES WITH ENGINEER AND/OR DESIGNER • ALL WORK SHALL BE IN COMPLIANCE WITH ALL LAWS, CODES, COVENANTS STANDARDS AND REGULATIONS OF THE COMMUNITY IN WHICH CONSTRUCTION WILL TAKE PLACE. CONTRACTOR AND SUB -CONTRACTORS WILL BUILD ACCORDING TO CURRENT OR LATEST ADOPTED RESIDENTIAL CODES • ALL TEXT AND INTERPRETATION OF ALL LOCAL AND COMMERCIAL BUILDING CODES OR OFFICIALS WILL OVERRIDE ANY STATEMENT CONTAINED IN THESE DRAWINGS • CONTRACTOR SHALL COORDINATE THESE PLANS TO ENSURE THAT ALL INFORMATION IN THIS PLAN SET CONFORMS TO ALL LOCAL CODES, LAWS AND REGULATIONS. THE DESIGNER/DRAFTER IS NOT RESPONSIBLE FOR CODE VERIFICATION • FIELD VERIFY ALL SITE CONDITIONS AND OTHER EXISTING CONDITIONS PRIOR TO CONSTRUCTION. VERIFY WATER TABLE DEPTH. ADJUST DEPTH OF FOUNDATION ACCORDINGLY • CONTRACTOR TO ENSURE THAT TOP OF FOUNDATION WALL IS A MINIMUM OF 8" ABOVE FINISHED GRADE. SEE BUILDING CODES • CONTRACTOR WILL PROVIDE ALL NECESSARY PERMITS, LICENSES, AND INSPECTIONS ACCORDING TO LOCAL REQUIREMENTS • DESIGNER/DRAFTER DOES NOT CALCULATE OR IS LIABLE FOR :LOAD BEARING WALLS, SHEAR WALLS, ROOF TRUSSE' ROOF PLANS, FOUNDATION OR OTHER STRUCTURAL MEMBERS, LOADS, ETC. MECHANICAL, ELECTRICAL, OR PLUMBING REQUIREMENTS. FIXTURES AND FURNISHINGS BY OWNER • DESIGNER/DRAFTER IS NOT RESPONSIBLE OR LIABLE FOR CHANGES MADE TO THESE PLANS • EXTERIOR WALLS 2X6 NOMINAL STUD FRAMING AT 16" O.C. BATT INSULATION TO REQUIRED 'R' VALUE BY LOCAL CODE • PROVIDE APPROPRIATE VENTING AND FANS IN ALL BATHROOMS • PROVIDE SMOKE DETECTORS AS REQUIRED BY LAW • CONSULT WITH OWNER ON DATA, ELECTRICAL & TV REQUIREMENTS PRIOR TO WORK • PROVIDE ATTIC ACCESS, 24" BY 36". FIELD LOCATE IN CEILING. PROVIDE UNOBSTRUCTED HEADROOM 30" MIN. ABOVE ACCESS OPENING • PROVIDE CRAWL SPACE ACCESS FROM MAIN FLOOR. FIELD LOCATE • INTERIOR WALLS 2X4 NOMINAL STUD FRAMING AT 16" O.C. WITH 5/8" SHEETROCK • PROVIDE ATTIC INSULATION AND VENTILIATION IN ACCORDANCE TO LOCAL CODE. • PROVIDE 12X12 ATTIC VENTS W/ INSECT SCREEN, TYPICAL • ALL DOOR FRAMES HOLLOW METAL, PAINTED • PROVIDE PHONE, DATA, CABLE AND ELECTRICAL THROUGHOUT. CONSULT WITH OWNER ON LOCATIONS AND PROVIDE ADDITIONAL BACKING FLUUN I -'L/ -\IN IN I I�:) 10 SHELVES O2 BASKETBALL HOOP (�3 WATER FOUNTAIN ® 42" METAL RAILING MAIN FLOOR PLAN SCALE: 1/8"=V-0" REVISION: DRAWN BY: PLAN NO: KDG - CHECKED BY: DATE: JUNE'22 PLOT DATE: 6-04-22 DRAWING NO. OF A1.1 FLOOR PLAN NOTES O SHELVES O 42" RAILING O LOCKERS ® TOILET ROOM CUBICLES SIZE AND INSTALL AS PER MANUFACTURE. O SHOWER WITH CURTAIN AND TILE SURROUND SECOND FLOOR PLAN SCALE: 1/8"=l' -O" REVISION: DRAWN BY: PLAN NO: KDG - CHECKED BY: DATE: JUNE'22 PLOT DATE: 6-04-22 DRAWING NO. OF A1.2 CONSTRUCTION NOTES • ENGINEERING REQUIRED BY OTHERS • MECHANICAL, PLUMBING AND ELECTRICAL LAYOUT PROVIDED BY OTHERS • PROVIDE HANDRAILS AND/OR RAILINGS AS REQUIRED ON ALL STAIRS. • PROVIDE VENTILATION IN BREAK ROOM, AND ALL BATHROOMS SIZE AS REQUIRED BY CODE • PROVIDE ALL BATHROOM FIXTURES AND ACCESSORIES IE. GRAB BARS, TOILET PAPER, PAPER TOWEL AND SOAP DISPENSERS. PROVIDE STRUCTURAL BACKING. MAIN FLOOR DIMENSION PLAN SCALE: 1/8"=l' -O" REVISION: DRAWN BY: PLAN NO: KDG - CHECKED BY: DATE: JUNE'22 PLOT DATE: 6-04-22 DRAWING NO. I OF A1.3 0 I r DOOR AND FRAME SCHEDULE SCHEDULE Quantity MARK Width HSIZE EIGHT NOTES 2 1 4'-0" 7- 0 -- 2 2 4'-0" 5'-0" -- 6 3 4'-0" ©©� 16 4 ' � ■a•Jia 5 5 5'-0" 3'-0" -- 2 6 4'-0" 4'-6" -- 1 7 6'-0" 4'-6" -- 21 24 i 25 I 26 27 286,-6„ 0 1 0" 29 I 23 333 22 I _ TORAGE i I I N 8,_94„ 7'-11 „ 5'- -5„ 5,-28„ i 10'-7" 5- 11 8 I I OFFICE 14 iOFFICE 13 I 3'-64„ 3,-7„ I 30 I O O 0 I r WINDOWS & DOOR NOTES • ALL WINDOWS ARE BRONZE ALUMINUM STORE FRONT. • VERIFY CODE EGRESS WINDOW REQUIREMENTS PRIOR TO CONSTRUCTION • PROVIDE TEMPERED GLASS WHERE REQUIRED • VERIFY WINDOW AND DOOR SIZES & STYLES WITH CHOSEN MANUFACTURE PRIOR TO CONSTRUCTION. ADJUST AS NECESSARY. • OWNER TO SELECT DOOR AND WINDOW STYLE. 0 I MIRROR PROVIDE BLOCKING BEHIND O Z I 25'-0" WINDOW SCHEDULE Quantity MARK Width HSIZE EIGHT NOTES 2 1 4'-0" 7- 0 -- 2 2 4'-0" 5'-0" -- 6 3 4'-0" 8'-0" -- 16 4 3'-0" 8'-0" -- 5 5 5'-0" 3'-0" -- 2 6 4'-0" 4'-6" -- 1 7 6'-0" 4'-6" -- WINDOWS & DOOR NOTES • ALL WINDOWS ARE BRONZE ALUMINUM STORE FRONT. • VERIFY CODE EGRESS WINDOW REQUIREMENTS PRIOR TO CONSTRUCTION • PROVIDE TEMPERED GLASS WHERE REQUIRED • VERIFY WINDOW AND DOOR SIZES & STYLES WITH CHOSEN MANUFACTURE PRIOR TO CONSTRUCTION. ADJUST AS NECESSARY. • OWNER TO SELECT DOOR AND WINDOW STYLE. 0 I MIRROR PROVIDE BLOCKING BEHIND O Z I 25'-0" » 14'-102 1 14'-10" 3» 15'-14 1 14'-104 12'-62 1» 12'-9" 29'-5" 3'-2" 3'-2" 8 1„ 64 3'-2" 3'-2" 8' 8" 3'-2" 3'-2" 8'--8" 3'-2" 3'-2" 8'--6" 4'-0" 8' 5" 4'-0" 4'-6" DECK 41'-9" CONSTRUCTION NOTES • ENGINEERING REQUIRED BY OTHERS • MECHANICAL, PLUMBING AND ELECTRICAL LAYOUT PROVIDED BY OTHERS • PROVIDE HANDRAILS AND/OR RAILINGS AS REQUIRED ON ALL STAIRS. • PROVIDE VENTILATION IN BREAK ROOM, AND ALL BATHROOMS SIZE AS REQUIRED BY CODE • PROVIDE ALL BATHROOM FIXTURES AND ACCESSORIES IE. GRAB BARS, TOILET PAPER. PAPER TOWEL AND SOAP DISPENSERS. PROVIDE STRUCTURAL BACKING. 0 I 11 ,�ULATE PIPES TYPICAL BATHROOM ELEVATION STANDARDS SCALE: 1/4"=V-0" TYPICAL ADA BATHROOM LAYOUT SCALE: 1/4"=V-0" 5'-61„ 7'-81„ 7'-81„ 5,-61„ 2 2 2 2 SECOND FLOOR DIMENSION PLAN SCALE: 1 /8"=1'-0" 41'-9" REVISION: DRAWN BY: PLAN NO: KDG - CHECKED BY: DATE: JUNE'22 PLOT DATE: 6-04-zz DRAWING NO. A1.4 II OF 20r3� 20 20 I 20 I I OFFICE 7 OFFICE 8 I OFFICE 9 I OFFICE 10 I OFFICE 11 OFFICE 12 0 0 N 21 24 i 25 I 26 27 286,-6„ 0 1 0" 29 I 23 333 22 I _ TORAGE i I I N 8,_94„ 7'-11 „ 5'- -5„ 5,-28„ i 10'-7" 5- 11 8 I I OFFICE 14 iOFFICE 13 I 3'-64„ 3,-7„ I 30 I O O N I SIN o I EN'S y0 KER RO -5" I 6'-8" 1 CO I GYM BELOW 0j i I 42" RAILING 0 I I 1 4'-4" 3'-52 3 -44„ I T.R 3 32 � O SIN —IN I I I cp I - II SIN j I I (BREAK ROOM 33 I 7'-4” I 18'-34„ I S I I I I � PRESENTAtION ROOM _ r 100 I I 0 I I L N N TI I 0 I o I I I N I I I I I I I I I I I - I 0 I 0 ro I in 41'-9" CONSTRUCTION NOTES • ENGINEERING REQUIRED BY OTHERS • MECHANICAL, PLUMBING AND ELECTRICAL LAYOUT PROVIDED BY OTHERS • PROVIDE HANDRAILS AND/OR RAILINGS AS REQUIRED ON ALL STAIRS. • PROVIDE VENTILATION IN BREAK ROOM, AND ALL BATHROOMS SIZE AS REQUIRED BY CODE • PROVIDE ALL BATHROOM FIXTURES AND ACCESSORIES IE. GRAB BARS, TOILET PAPER. PAPER TOWEL AND SOAP DISPENSERS. PROVIDE STRUCTURAL BACKING. 0 I 11 ,�ULATE PIPES TYPICAL BATHROOM ELEVATION STANDARDS SCALE: 1/4"=V-0" TYPICAL ADA BATHROOM LAYOUT SCALE: 1/4"=V-0" 5'-61„ 7'-81„ 7'-81„ 5,-61„ 2 2 2 2 SECOND FLOOR DIMENSION PLAN SCALE: 1 /8"=1'-0" 41'-9" REVISION: DRAWN BY: PLAN NO: KDG - CHECKED BY: DATE: JUNE'22 PLOT DATE: 6-04-zz DRAWING NO. A1.4 II OF IBM 60'-0" Ile 0 41'-9" OWNER AND BUILDER MUST CONSULT ENGINEER FOR LOCATION OF SHEAR WALLS, TIE DOWNS AND VERIFICATION OF LOAD BEARING WALLS, COLUMNS, FOOTINGS AND FOUNDATION SPECIFICATIONS. VERIFY FRAMING REQUIREMENTS. DESIGNER/DRAFTER IS NOT ENGINEERING OF DRAWINGS 26'-6" 1 41'-9" DIMENSION FOUNDATION PLAN SCALE: 1/8"=l' -O" FOUNDATION NOTES • FOUNDATION, FOOTINGS AND FRAMING, MUST BE REVIEWED BY LOCAL ENGINEER AND BUILT ACCORDING TO LOCAL CODE • FOUNDATION WALL, FOOTINGS, ETC. SIZED BY OTHERS DESIGNER IS NOT RESPONSIBLE FOR FOUNDATION PLAN, OR STRUCTURAL DESIGN • CONTRACTOR IS RESPONSIBLE TO TEST THE SOIL PRIOR TO CONSTRUCTION • ADDITIONAL FOOTINGS MAY BE REQUIRED FOR ALL FLATWORK. CONSULT WITH OWNER/ CONTRACTOR ON LOCATION AND DIMENSIONS. • FOOTING AT EXTERIOR WALLS SHALL BE 36" BELOW GRADE (MIN.) FOR FROST OR IN ACCORDANCE TO LOCAL FROST DEPTHS. CONSULT LOCAL CODE • TYPICAL EXTERIOR FRAMING SHALL BE 2X6 ®16" O.C. • PROVIDE FULL BEARING BENEATH COLUMNS AND WALL TO FOUNDATION • ALL SLABS ON GRADE SHALL BE 4" THICK 3000 P.S.F. OVER 90% COMPACTED SUB -BASE OVER 6" 34' ROCK OR SAND BASE • ALL HOLDOWNS AT ENDS OF SHEARWALLS ARE SIMPSON TYPE. PLACEMENT AND OTHER REQUIREMENTS FOR ATTACHMENT TO WALL AND FOUNDATION PROVIDED BY ENGINEER • FOUNDATION WALLS SHALL BE 8" THICK W#4 018" O.C. HORIZONTAL AND #4 ®18" O.C. VERTICAL UNLESS OTHERWISE DETERMINED BY ENGINEER. • DOWEL ALL FOUNDATION CORNERS W/#4 BAR W/32" LAP EACH DIRECTION TO MATCH HORIZONTAL BAR. REVISION: DRAWN BY: PLAN NO: KDG — CHECKED BY: DATE: JUNE'22 PLOT DATE: 6-04-22 DRAWING NO. OF A1.5 0 i C-4 I 30'-0" 1 - 28'-8" 1 - 24'-4" BLOCK OUT FOR I I MAN DOOR I L ---------------` ---------------j L -------------- L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — II II I � 23'-8" 17'-0" — 1I-�'— `� 1'=8°— — 1'-�" 40'-7„ II II II I� II it BLOCK OUT FOR I I I I MAN DOOR II II II II II II I I I I °° I I II II � II II II II II II II II II II II II II GARAGE 1 I —I — I GYM UNEXCAVATED I -I� T I UNEXCAVATED II II II II II II II II II II II II I I I I I I zz L' II II co II II II o II II II � II II II II II II II II II II II II II II II II II II II II II II II II II I I I I BLOCK OUT BLOCK OUT I I BLOCK OUT BLOCK OUT FOR OVERHEAD DOOR FOR OVERHEAD DOOR I I i i I I FOR OVERHEAD DOOR FOR OVERHEAD DOOR 41'-9" OWNER AND BUILDER MUST CONSULT ENGINEER FOR LOCATION OF SHEAR WALLS, TIE DOWNS AND VERIFICATION OF LOAD BEARING WALLS, COLUMNS, FOOTINGS AND FOUNDATION SPECIFICATIONS. VERIFY FRAMING REQUIREMENTS. DESIGNER/DRAFTER IS NOT ENGINEERING OF DRAWINGS 26'-6" 1 41'-9" DIMENSION FOUNDATION PLAN SCALE: 1/8"=l' -O" FOUNDATION NOTES • FOUNDATION, FOOTINGS AND FRAMING, MUST BE REVIEWED BY LOCAL ENGINEER AND BUILT ACCORDING TO LOCAL CODE • FOUNDATION WALL, FOOTINGS, ETC. SIZED BY OTHERS DESIGNER IS NOT RESPONSIBLE FOR FOUNDATION PLAN, OR STRUCTURAL DESIGN • CONTRACTOR IS RESPONSIBLE TO TEST THE SOIL PRIOR TO CONSTRUCTION • ADDITIONAL FOOTINGS MAY BE REQUIRED FOR ALL FLATWORK. CONSULT WITH OWNER/ CONTRACTOR ON LOCATION AND DIMENSIONS. • FOOTING AT EXTERIOR WALLS SHALL BE 36" BELOW GRADE (MIN.) FOR FROST OR IN ACCORDANCE TO LOCAL FROST DEPTHS. CONSULT LOCAL CODE • TYPICAL EXTERIOR FRAMING SHALL BE 2X6 ®16" O.C. • PROVIDE FULL BEARING BENEATH COLUMNS AND WALL TO FOUNDATION • ALL SLABS ON GRADE SHALL BE 4" THICK 3000 P.S.F. OVER 90% COMPACTED SUB -BASE OVER 6" 34' ROCK OR SAND BASE • ALL HOLDOWNS AT ENDS OF SHEARWALLS ARE SIMPSON TYPE. PLACEMENT AND OTHER REQUIREMENTS FOR ATTACHMENT TO WALL AND FOUNDATION PROVIDED BY ENGINEER • FOUNDATION WALLS SHALL BE 8" THICK W#4 018" O.C. HORIZONTAL AND #4 ®18" O.C. VERTICAL UNLESS OTHERWISE DETERMINED BY ENGINEER. • DOWEL ALL FOUNDATION CORNERS W/#4 BAR W/32" LAP EACH DIRECTION TO MATCH HORIZONTAL BAR. REVISION: DRAWN BY: PLAN NO: KDG — CHECKED BY: DATE: JUNE'22 PLOT DATE: 6-04-22 DRAWING NO. OF A1.5 GENERAL ROOF PLAN *DO NOT SCALE OFF ROOF PLAN. FINISHED ROOF PLAN AND TRUSS PLAN BY OTHERS *TYPICAL WOOD TRUSS SYSTEM DESIGNED AND ENGINEERED BY OTHERS TO LOCAL CODE 2X12 FRAMING, TYP • 30# ROOFING FELT OVER 5/8" OSB SHEATHING, TYP • INSTALL ICE AND WATER SHIELD 36"MN. WIDE AT ALL EAVES • STANDING SEAM METAL ROOF • PROVIDE PLUMBING VENTS, 3" DIA. TYP. • PROVIDE CONTINUOUS ALUM. GUTTER AND DOWNSPOUTS WITH FACTORY FINISH • PROVIDE GALVANIZED STEEL DRIP EDGE AT ALL EAVES FINISHED f ROOF PLAN SCALE: 1/8"=l' -O" TYPICAL STAIR DETAIL SCALE: 1 /2"=1'-0" 0 ABOVE NOSING & NAILED OUTLINE OF BUILDING BELOW REVISION: DRAWN BY: PLAN NO: vnr_ — CHECKED BY: DATE: JUNE'22 PLOT DATE: 6-04-22 DRAWING NO. OF A1.6 FRONT ELEVATION GENERAL ELEVATION NOTES • DO NOT SCALE OFF ELEVATIONS • FOOTING AND FOUNDATION SIZED BY OTHERS AND ACCORDING TO ENGINEERED STANDARDS • 36" MIN. FOOTING DEPTH, REFER TO LOCAL CODE • OWNER TO SELECT EXTERIOR MATERIALS • DOOR STYLE TO BE SELECTED BY OWNER, ACTUAL SIZING MAY VARY • PROVIDE SOFFIT AND ROOF VENTING. SIZE AS REQUIRED BY LOCAL CODE • PARGE COAT EXPOSED FOUNDATION • BACKFILL AND GRADE AWAY FROM BUILDING. CONSULT WITH LANDSCAPE ARCHITECT PRIOR TO FINISH WORK FOR APPROPRIATE DRAINAGE. • CONTRACTOR TO ENSURE THAT TOP OF FOUNDATION WALL IS A MINIMUM OF 8" ABOVE FINISHED GRADE. SEE BUILDING CODES SCALE: 1/8"=l' -O" DEPTH AND SIZE OF FOOTINGS BY ENGINEER DEPTH OF FOOTINGS BY ENGINEER RIGHT ELEVATION SCALE: 1/8"=l' -O" !ED z 0 Q W Ld z 0 w� J LTJ 0 u > Z x o W Q W � a REVISION: DRAWN BY: PLAN NO: KDG - CHECKED BY: DATE: JUNE'22 PLOT DATE: 6-04-zz DRAWING N0. A1.7 OF crnnininin C rALJ I I I DEPTH AND SIZE OF FOOTINGS BY ENGINEER REAR E L E VA TI 0 N SCALE: 1 /8"=1'-0" OF FOOTINGS BY ENGINEER L L r I L L L V H I I U I N SCALE: 1/8"=l' -O" z 0 Q W W 0 LLi J LTJ >> x CD W Q W o REVISION: DRAWN BY: PLAN NO: KDG - CHECKED BY: DATE: - JUNE'22 PLOT DATE: 6-04-z DRAWING N0. A1.8 OF