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HomeMy WebLinkAbout3401 Orlando Dr (A) 18-002310BEST WESTERN PLUS SANFORD AIRPORT HOTEL i VICINITY MAP C-1 SCALE: NTS SCOPE OF WORK: 1, TO DEMOLISH AREAS AFFECTED BY NEW CONSTRUCTION -BATHROOMS ARE BEING RELOCATED IN ORDER TO EXPAND EXISTING PANTRY AS SHOWN ON FLOOR PLAN, 2. TO EXPAND ENTRY OF HOTEL BY CREATING A VESTIBULE WITH 2 -DOUBLE SLIDING GLASS BI -FOLDING ENTRY DOORS AS PER PLANS AND ELEVATION. 3. NO NEW ELECTRICAL LOADS ADDED TO EXISTING SERVICE -ALL NEW ELECTRICAL SHALL USE SAME CIRCUITING OF REMOVED LIGHT FIXTURES, RECEPTACLES OR EMERGENCY LIGHTING. 4. NO NEW HAVC LOADS ADDED TO EXISTING SYSTEM -ALL NEW DIFFUSERS OR RAGS ARE THE SAME CFMS FROM EXISTING BATHROOMS OR SIMILAR ROOMS. 5. NEW PLUMBING SHALL BE CONNECTED TO EXISTING SEWER LINES FROM EXISTING REMOVED BATHROOMS (SAME NUMBER OF FIXTURES SHALL REMAIN. APPLICABLE CODES: ALL WORK SHALL COMPLY WITH 2017 FLORIDA EXISTING BUILDING CODE, BUILDING, 2017 FLORIDA BUILDING CODE & 2017 FLORIDA ACCESSIBILITY FLORIDA BUILDING CODE - BUILDING, SIXTH EDITION (2017), 2017 NATIONAL ELECTRICAL CODE (NEC) 2017 LIFE SAFETY CODE 2017 FLORIDA FIRE PREVENTION CODE WITH NFPA-70 2017 ED; NFPA-1 & NFPA 101 2017 ED FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION (2017) AND FLORIDA BUILDING CODE - MECHANICAL, SIXTH EDITION (2017) 1 GENERAL NOTES THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN WRITING PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO THE SUBMISSION OF ANY BIDS, AND VERIFY THE ARCHITECTS DIMENSIONS, DETAILS AND INFORMATION PERTAINING TO THE PROJECT. IF ANY DISCREPANCIES, CONFLICTING INFORMATION, ERRORS OR OMISSIONS ARE PRESENT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY IN WRITING. ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO THE FINAL BID SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY PUBLIC LIABILITY, PROPERTY, AND WORKMEN'S COMPENSATION INSURANCE. VALID CERTIFICATES OF ALL SHALL BE PROVIDED. THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO ASSURE THE PROJECTS COMPLIANCE WITH THE MOST STRINGENT REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT LOCAL EDITION, NFPA-101 AND ALL OTHER REGULATION CODES. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SECURE ALL CERTIFICATES OF INSPECTION AND OCCUPANCY THAT ARE REQUIRED BY THE GOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PERMIT UPON ISSUANCE. THE CONTRACTOR SHALL REFERENCE THE BUILDING SHELL DRAWINGS FOR ALL INFORMATION RELATIVE TO THE BUILDING SHELL AND FOR COORDINATION OF NEW WORK. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS/VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND CONFORM TO ALL REQUIREMENTS SET FORTH BY THE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF WORK, THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE COORDINATION ALL SUBCONTRACTORS, SUPPLIERS AND VENDORS, THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND DISTROUTING ALL CURRENT DRAWINGS TO THE SUBCONTRACTORS/VENDORS AS WELL AS SUPERVISING AND COORDINATING THE WORK OF ALL TRADES IN ACCOPDANCE WITH THE SPECIFICATIONS AND MAKING ADJUSTMENTS IN LAYOUT AS REQUIRED. THE ARCHITECT SHALL BE NOTIFIED PRIOR TO THE EXECUTION OF THEIR REVISIONS TO AVOID CONFLICT BETWEEN TRADES FOR PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL INSTALL ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY FOR COMPLETION OF THE WORK FOR OPERATION WITHOUT ADDITIONAL EXPENSE TO OWNER. THE CONTRACTOR SHALL COORDINATE ALL OWNER/TENANT SUPPLIED ITEMS AND INCORPORATE THE INSTALLATION INTO THE CONSTRUCTION SCHEDULE, THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES INCLUDING, ELECTRICAL, WATER, AND TELEPHONE REQUIRED FOR THE COMPLETION OF THE PROJECT. OWNER. THE CONTRACTOR SHALL HAVE A DITIGITAL CAMERA ON SITE TO DOCUMENT ANY ISSUES THAT MAY NEED TO BE CLARIFIED. THESE PICTURES SHALL BE EMAILED TO THE ARCHITECT ALONG WITH AN RFI FOR CLARIFICATION. THE CONTRACTOR SHALL PROVIDE AT ALL TIMES PROTECTION FROM THE WEATHER AND EXCESSIVE DUST THAT MAY IN ANY WAY DAMAGE THE WORK, MATERIAL, FIXTURES, AND EQUIPMENT, OR PRESENT DANGER TO PERSONNEL. ANY WORK UNDER CONTRACT BY THE GENERAL CONTRACTOR DAMAGED BY A FAILURE TO PROVIDE ADEQUATE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE SOLE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL CONFORM TO BUILDING REGULATIONS. THE CONTRACTOR SHALL RUN FIRE RATED WALLS AND PARTITIONS TO UNDERSIDE OF RATED ROOF/CEILING ASSEMBLY ABOVE: TAPE AND SEAL JOINTS, PROVIDE FIRE DAMPERS AT DUCT PENETRATIONS AS REQUIRED BY CODE. TAPE AND SEAL OTHER PENETRATIONS TO MAINTAIN INTEGRITY OF FIRE - RATED PARTITION USING ONLY UL APPROVED MATERIAL. THE CONTRACTOR SHALL FINISH GYPSUM WALLBOARD ABUTTING OTHER MATERIAL WITH METAL EDGE STRIPS. CONCEAL PIPING, DUCTWORK, AND CONDUIT. THE CONTRACTOR SHALL BACK ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT LOCATED IN FIRE -RATED WALLS WITH 5/8"TYPE 'X' GYPSUM BOARD AS REQUIRED TO MAINTAIN THE RATING. THE CONTRACTOR SHALL PROVIDE BRACING OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT: CABINETS, GRILLES, DOORS, WINDOWS, ETC.. WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAY BE USED IN LIEU OF WOOD BLOCKING. THE CONTRACTOR SHALL NOT CUT ANY STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. ANY ROOM, WALL, FLOOR, OR CEILING FINISH NOT SCHEDULED SHALL BE ASSUMED TO BE IDENTICNTICAL TO THE CLOSEST ROOM OF SIMILAR USE AND TYPE FOR PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY OBSERVED APPARENT DISCREPANCIES IN WRITING PRIOR TO COMMENCING WITH THE WORK. ANY DETAIL NOT SPECIFICALLY REFERENCED SHALL BE ASSUMED TO BE SIMILAR TO THAT SHOWN IN THE CLOSEST POSITION WHERE A SIMILAR CONDITIONS OCCURS FOR THE PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE ARCHITECT IN WRITING OF ANY OBSERVED APPARENT DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK. WHERE TWO OR MORE DETAILS, MATERIALS, OR CONDITIONS OCCUR IN APPARENT CONFLICT, THE CONTRACTOR SHALL INCLUDE THE MOST COSTLY SOLUTION IN HIS BID AND NOTIFY THE ARCHITECT OF ANY APPARENT DISCREPANCIES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE UPON COMPLETION OF THE WORK A SET OF "AS -BUILT" NEATLY MARKED UP PLANS, THE ELECTRICAL CONTRACTORS "AS -BUILT" DRAWINGS SHALL BE INCLUDED. THESE DRAWINGS SHALL BE TRANSMITTED TO THE OWNER. Sang- Digitally signed Sang- by Sang-Yu bLe Date: 2018.03.1 YU b Lee 12:46:31 -04'00' ABBREVIATIONS AB ANCHOR BOLT GL GLASS PNL PANEL A/C AIR CONDITIONING GR GRADE PNT PAINT AFF ABOVE FINISH FLOOIGYP GYPSUM POL POLISHED ALUM ALUMINUM HB HOSE BIBB PREFAB PREFABRICATED APPROX APPROXIMATE HCP HANDICAP PROJ PROJECT ARCH ARCHITECTURAL HDW HARDWARE PSF POUNDS PER SQ. FOOT BD BOARD HGT HEIGHT PSI POUNDS PER SQ. INCH BLDG BUILDING HM HOLLOW METAL PRTR PRESSURE TREATED BLK BLOCK HER HOUR PTD PAINTED BOTT BOTTOM HVAC HEATING/VENTILATING/ PVMT PAVEMENT BERG BEARING AIR CONDITIONING QTY QUANTITY BTWN BETWEEN HW HOT WATER REF REFRIGERATOR CAB CABINET IN INCH REQD REQUIRED CLG CEILING INCANDINCANDESCENT REINF REINFORCING CEM CEMENT INCL INCLUDE RET RETURN CL CLOSET INFO INFORMATION REV REVERSE, REVISION CLR CLEAR INSUL INSULATE -INSULATION RGD RIGID COL COLUMN INT INTERIOR RM ROOM CONC CONCRETE KIT KITCHEN RO ROUGH OPENING CONSTR CONSTRUCTION LAM LAMINATED SCHED SCHEDULE CONT CONTINUOUS LAV LAVATORY SD SOAP DISPENSER CONTR CONTRACTOR LB POUND SEP SEPARATE CT CERAMIC TILE LIN LINEAR SECT SECTION CTR CENTER LL LIVE LOAD SHLF SHELF DEG ° DEGREE LT LIGHT SHT SHEET DEPT DEPARTMENT LVR LOUVER SIM SIMILAR DET DETAIL MATL MATERIAL SPEC SPECIFICATION DF DRINKING FOUNTAIN MAX MAXIMUM SPKR SPEAKER DIA DIAMETER MECH MECHANICAL SQ SQUARE DIM DIMENSION MEMB MEMBRANE STD STANDARD DN DOWN MTL METAL STL STEEL DR DOOR MFC METAL FURRING CHAN STOR STORAGE DWG DRAWING MFR MANUFACTURER SUB SUBSTITUTE EA EACH MIN MINIMUM SURF SURFACE EL ELEVATION MIR MIRROR SUSP SUSPEND -SUSPENDED ELEC ELECTRICAL MISC MISCELLANEOUS SYS SYSTEM EQ EQUAL MO MASONRY OPENING T & G TONGUE & GROOVE EQUIP EQUIPMENT MR MOISTURE RESISTANT TEL TELEPHONE EQUIV EQUIVALENT NAT NATURAL THK THICK -THICKNESS EW EACH WAY NIC NOT IN CONTRACT TPH TOILET PAPER HOLDER EXH EXHAUST # NUMBER TRANS TRANSFORMER EXIST EXISTING NOM NOMINAL TYP TYPICAL EXT EXTERIOR-EXTERNAINTS NOT TO SCALE UGND UNDERGROUND FD FLOOR DRAIN OA OVERALL, OUTSIDE AIR UL UNDERWRITERS LAB. FIN FINISH OC ON CENTER VERT VERTICAL FIX FIXTURE OPG OPENING W/ WITH FLR FLOOR OPP OPPOSITE WC WATER CLOSET FLUOR FLUORESCENT ORIG ORIGINAL WH WATER HEATER FTG FOOTING PART PARTITION WM WIRE MESH FURR FURRING PL PLATE W/O WITHOUT GA GAGE,GAUGE PLAS PLASTER WP WATERPROOF GALV GALVANIZED PLYWD PLYWOOD WS WEATHER STRIPPING WWF WELDED WIRE FABRIC SYMBOLS DETAIL 2 DETAIL INDENTIFICATION # SHEET WHERE DETAIL IS DRAWN SECTION 2 SECTION INDENTIFICATION # A-02 — SHEET WHERE SECTION IS DRAWN ELEVATION 2 ELEVATION INDENTIFICATION # A-02. SHEET WHERE ELEVATION IS DRAWN %dF2RJ BIpINGRIVISION A t 11 SSL IED SHALL. CIE CONSTRUED TO BE A �p 1 GRID LINE 0 PROCEED WITH THE WORK AND NOTAS ..,,;F,.1 Y 10 VIOLATE:, CANCEL, ALTER OR SET E: 5Nv <3F= THE PROVISIONS OF THE TECHNICAL. %,.­ i+I- SHALL ISSUANCE OF A PERMIT PREVENT INTERIOR ELEVATION �-U;L.DING OFRCIAL FRONT THEREAFTER .%CYTON P -- --ELEVATION 1NDENTIFICATION # Oi- ERRORS IN PLANS, ^: Vi0i11TI0NS OF PHIS CODE --- SHEET WHERE INTERIOR ELEVATION IS DRAWN p A-02 g C OFFICE UDOOR TAG O WINDOW TAG PERMIT# L7-0?,.7�° WALL TYPE 0 ELEVATION MARK Y"U B-� � P aN,NCeuSF° c° a f3 ° NO. 72328 o Q O O '� SyO o LY 0Rt�o° SIGNAL Eti ENGINEER ❑F RECORD SEAL Llc. PE No. 72328 REVISIONS Mark I Date & Descriptions Sheet Title DEMO FLOOR PLAN & NOTES Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. Checked: S.Y.L. MSheet No. C-1 A QJ Z O O � N rn U v W UM w c h ZEL>m < (q M 7. Q � UI _ In _ W M O wp"v C Qw� WwJ WJaL,Lq °5 Lq p m apLf) z3 c dao Lj Q z M rn U II] Q �t IA QM a D E-, W w W REVISIONS Mark I Date & Descriptions Sheet Title DEMO FLOOR PLAN & NOTES Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. Checked: S.Y.L. MSheet No. C-1 A Z O O � O PQM x O W V) E-, W w W REVISIONS Mark I Date & Descriptions Sheet Title DEMO FLOOR PLAN & NOTES Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. Checked: S.Y.L. MSheet No. C-1 ER I I I �'v1 i II ll�-, --r-Y ---�-� -r--- i i i i • _.., I I I I 1 l,�J �� II II ER c�1La�=J–j i it nl In li� _j 4 N II II Li ER ER i R R 0 WOMEN R ° IT MEN*R,, ER PANTRY ii a RER® II I I BUSINESS ERR R CENTER �_ u------ � ii R _ I fl R O R11 -------- R IF -I — _ J ri ______ �I 7 C--________-_ CONTRACTOR SHALL VERIFY THESE WALLS ARE NON–STRUCTURAL BEARING WALL BEFORE DEMOLITION ENLARGE OPENING AS REQUIRED TO INSTALL DOOR & Fr AME FROM PANTRY WHERE WALLS ARE TO BE DEMOLISHED C FFEE FOOD DISPLAY CONTRACTOR SHALL PATCH CEILINGS AS REQUIRED TO MATCH EXIST. CLG. FIN. (TYP.) ACROOM ----- I h�EvxroI ELEVATOR LOBBY n LOBBY RESERVATION MARKETPLACE ---------1 R ---- O_ SEATING �..-_ ____----------- ._ SEATING AREA REMOVE EXISTING AUTOMATIC AREA SLIDING GLASS AND ALUM. DOORS & FRAMES i DEMO FLOOR PLAN A-1 SCALE: 1/4"=1'-O" 11 -MEETING ROOM E.... . -..._.. Ld .__, _=i i / EXISTING OFFICE 11 C , FIXTURES SYMBOL LEGEND O EXIST. INCANDESCENT R FIXTURES BE REMOVED Lee 1 EXIST. INCANDESCENT ER FIXTURES TO REMAIN O NEW RECESSED INCANDESCENT W J W O FIXTURES 14 N NEW EXIT LIGHT FIXTURES .0) (D p m=t0 a� INSTALL NEW EMERGENCY BATTERY �0- Li >_ < z PACK LIGHT FIXTURES AS PER PLAN ER O S.D EXIST. SMOKE DETECTOR TO REMAIN *N NEW AC DIFFUSER — R EXIST, DIFFUSER TO BE REMOVED _k _kER EXIST. DIFFUSER TO REMAIN ER Z N NEW RETURN AIR GRILL (RAG) Z EXIST. RETURN AIR GRILL (RAG) ER TO REMAIN M EXIST. RETURN AIR GRILL (RAG) R TO BE REMOVED (/1 NEW FIRE ALARM STROBE LIGHT �N CONNECT TO EXISTING ALARM SYSTEM (BY FIRE ALARM CONTRACTOR) �N NEW LIGHT SWITCH _ R EXIST. 120V RECEPTACLE (TO BE RELOCATED) N NEW 120V RECEPTACLE ER 0 EXIST. SPRINKLER TO BE RELOCATED RS • RELOCATED SPRINKLER (BY FIRE SPRINKLER CON rRACTOR) S Digitally sign by Sang-Yub i i u b Lee 1 Date:, LI 201$:03.:19 eed 12:47:45 -04'1 ENGINEER OF RECORD SEAL Llc. PE No. 7232B REVISIONS Mark Date & Description Sheet Title DEMO FLOOR PLAN & NOTES Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. Checked: S.Y.L. PERMIT # Sheet No. A-1 , CD W U 0] 11 �N Z r 19 F� W U(N70) W J W O � .0) (D p m=t0 a� lzr �0- Li >_ < z Ul<a W O Q C9O� ® C� 'z W� REVISIONS Mark Date & Description Sheet Title DEMO FLOOR PLAN & NOTES Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. Checked: S.Y.L. PERMIT # Sheet No. A-1 , CD M O Imo✓ ® C� 'z � M O_ (/1 W C� W REVISIONS Mark Date & Description Sheet Title DEMO FLOOR PLAN & NOTES Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. Checked: S.Y.L. PERMIT # Sheet No. A-1 , 2 PORTE COCHERE A-1 i FLOOR PLAN A-2 SCALE: 1/4"=1'-0" NG I 60 Sang -1' Digitally signed by Sang-Yub YU b gee � Date: 2018.03 19 Lee/.-,/--] 2:49:07 -04'00' WALL LEGEND EXISTING INT. OR EXT. WALL TO REMAIN (NON -RATED & OR RATED) DEMO PARTITION NEW INTERIOR PARTITION NEW EXTERIOR WALL — EXISTING WINDOW ❑��L_ J I T� � ❑❑❑� NEW STAND N SEAM METAL ROOF (MATCH EXISTING) Ll I - NEW 6' -0"X7' -O" DI -FOLD. DOORS W/ MOTION DETECTOR (SEE DETAILS) PARTIAL FRONT ELEVATION SCALE: 1/4"=1'-0" PERMIT # ENGINEER OF RECORD SEAL LIC. PE No. 72328 cid O W U 09 a O N ZIL>- QN(7 L9 w � m m W 0. — W W J ❑ -j Cq O �0) � m (L a c 0- q zo n �ZMA � N Q '0 a ® M O ,vj cid O O � � N ® M O ,vj ®ZQ O O_ W GOa W ------------------------- REVISIONS Mark Date & Description Sheet Title PROPOSED FLOOR PLAN Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. Checked: S.Y.L. Sheet No. A-2 ( � EXISTING OFFICE I LOBBY RESERVATION N I EXISTING TYPICAL EXISfING TYPICAL I- STRIPPED DOWN STRIPPED DOWN STEEL COLUMN STEEL COLUMN 9.-2r. 4" W -5r, 4., 9'-2„ / EXISTING OFFICE r 1 3 r I NON BEARING WALL— L 1 A -s MARKETPLACE 3 8" METAL STUD I iJ--__ Ul (U (18 GA) 9 16" 0. GI , A_3 NEW VES'T'IBULE SARIEAG { •. ... N: I` I o SAT2LEATIAG v a, <' ,L J WALKWAY o •� �• 20"x 38" W. X 12" D. CONT. FTC. 1,r9rr 1.-8": �6.-9.r . , .�,_8, <J: - C T W/ 3,#5 (SEE SECTION) -4L.q — C .. • --4" CONC. SLAB 4V/'jV.W.M 6"X6"#IO g" 8^ W/ 8"X8" THICKENED EDGES W/ 12'-0" #5 CONT. STL. BAR TYPICAL BOLLARD 5'-6" 5'-g" POST (SEE DETAILS) 13-10 C-8 STL. CHANNEL BEAM 0 24" O.C. MAX. PORTE COCEIERE TYP•>— DIRECTIONAL MOTION SENSOR _ ACCESS 1/2" (140 MAGIC - 1 4" SHiM I SPACE I COVER FORCE 1/4 CONTRACTOR GALV. EXP. BOLTS 0 12' O.C. GI In app w - OPERATOR / "" D� te: PLAIN GALV. STEEL BENT ANCHOR BOLT: -- T--------- Cy) STUD INSTALLATION�t SAFETY AND STAND N SEAM MTL. ROOFING -------//14:28:22- :4 Qo MATCH EXIST. METAL ROOF'S - - -- SENSOR- HEADER' I I. 2.0 IN THREAD LG, NU i/WASHER 4"x4"x3/16 STL. COLUMN (FIELD A36 ANCHOR BOLTS. (TYP.) NEW R-30 CEILING BREAKOUT I I' i i, INSULATION WHERE AFFECTED BY CUTTING OF VERIFY.ALL DIMENSIONS DURING 1/2" GWB CEILING ON 2" GALV. 7/8" EXTERIOR LATH TO MATCH -- 3 i EXT. FINISH ON TYVEK COMMERCIAL MECHANISM MOCK UP AND CONTACTSELECTED SCALE: 3/4"=1'-0" IN. X 4 FT. X 8 FT. EXTERIOR WALL , BY TENANT -PROVIDED & STRUCTURAL ENGINEER IF ANY A —BEYOND 3 5/8" METAL STUD 18 Ga R R0G9 St Steil Wllb betldin I i. ti z INSTALL D BY CONTRACTOR DISCREPANCIES) GYP. BD. INSIDE OF VESTIBULE STL. COLUMN (FIELD gl :b fi4 wilY den rto tt t VERIFY °p ' OWNER -PROVIDED & INSTALLED BY b Itll g lad p Hghq 111 31s tl to nl— 11/b I CONTRACTOR AND CONTACT STRUCTURAL ZQI t th p6 t f. tyre hgh t oto rosrnantl N gFsts'V tld itM1 l"f4 colored rcflcc4a V pc . L °tee i i I i' Specifications: DOOR ARM---' r` 155's, #4 EPDXIED REBAR(12"LENGTH) 1/2"-13 THREAD SIZE, 8 IN SHANK LG, -,te,: •, lr.• ` w/ 6" EMBEDMENT N'dhl. 21 lb, Mafcr ul. Sti Std 114 Z. w z F �I. Solr .urfacv F sh BXNo.6 Reflec"re Tape J Isilow o ,9h,1" Red 9 Clpe � None TOP' BY CON RACTOR XNT. CON(-.. SLAB TO BE CUT TO I I 0 5 w HINGE.. � 24"x24" W. X 12" D. FTG. PAD o w/ ON VAPOR BARRIER ON WELL q COMPACTED FILL W/ 3#5 EA. WAY 11 20"X 20" W. X 16" D. CONT. FTG. � W/ 3�5 CONT. & i#5 CROSS BARS 2„ 010 O.C. N 0 c�D Q 1/ 4 TYP. INTERIOR E.XT•ERiQR r v a 00 U, J u • r7"_ - - CO _ I � 4"(DEEP)x16"x16" POCKET—/6 U A36 ANCHOR BOLTS. (TYP.) (CONCRETE FILLED AFTER COL. 4 1/2' [ 1141 HAS BEEN INSTALLED AND FRAME WIDTH 0 rn. � cV. BOTTOM HINGE00 i FOUNDATION PLAN A-3 SCALE: 1/4"=V-10" ELEVATION OVERHEAD • ..... RAILS PRESENCE - BY OTHERS SENSOR ZONE (-,-"\VERTICAL SECTION„ INTERIOR 1 NOTES EXTERIOR 1. ELECTRICAL REQUIREMENTS; 124 VAC, 5 AMP MIN, TO POWERCL OPERATOR BY . ,ELECTRICAL., CONTRACTOR, l 6 — 0 w 2,. ROUGH OPENING SHALL, PROVIDE 1/4"1.01 SHIM SPACE ON CO TRACTOR , TOERIFY I TH SIDES AND TOP OF PACKAGE. 3. LIMITS OF ACTIVATION AND SAFETY ZONES ARE FOR H ANUFA URE REFERENCE ONLY; SEE ANSI/BHMA A156.10 FOR DETAILED MOTION. SENSOR -` 44. SEEOUSPEC_CATIONS FOR ADDITIONAL- INFORMATION. ZONE ©FH, $PDE CLEAR OPENING PLAN 4 FRONT DOOR DETAILS A- 3 SCALE: 3/4"=1'-0" 11 ��- ------------------ --------------------- -1/2" --- ----------1/2" GWB CEILING ON 3/4" GALV. METAL CHANNELS -FINISH TO MATCH LOBBY'S CLC. I I'. I I is '—BEYOND 3 5/8" METAL STUD 22 Ga. I. @ 16"O.C. MAX. W/ (1) LAYER OF Y2" GYP. BD. INSIDE OF VESTIBULE EA. FACE `\.r 4" BASEBOARD SELECTED BY COLUMN BASE PLATE: 1 (� OWNER -PROVIDED & INSTALLED BY I TYP. I N EXIST. EXTERIOR WALLW� 1/2" I 1/4 CONTRACTOR GALV. EXP. BOLTS 0 12' O.C. GI In app w 6" GALV. STL 18 GA. JOIST / / "" D� te: PLAIN GALV. STEEL BENT ANCHOR BOLT: -- T--------- Cy) STUD INSTALLATION�t F 00 STAND N SEAM MTL. ROOFING -------//14:28:22- i/2"-13 THREAD SIZE, 8 IN SHANK LG, Qo MATCH EXIST. METAL ROOF'S - - -- (4)-3/4"DIA.xi'-0"+4"HOOK I I. 2.0 IN THREAD LG, NU i/WASHER 4"x4"x3/16 STL. COLUMN (FIELD A36 ANCHOR BOLTS. (TYP.) NEW R-30 CEILING (CONCRETE FILLED AFTER COL. I I' i i, INSULATION WHERE AFFECTED BY CUTTING OF VERIFY.ALL DIMENSIONS DURING 1/2" GWB CEILING ON 2" GALV. 7/8" EXTERIOR LATH TO MATCH -- 3 i EXT. FINISH ON TYVEK COMMERCIAL SLAB INSTALL NEW CER. TILE MOCK UP AND CONTACTSELECTED SCALE: 3/4"=1'-0" IN. X 4 FT. X 8 FT. EXTERIOR WALL , BY TENANT -PROVIDED & STRUCTURAL ENGINEER IF ANY A —BEYOND 3 5/8" METAL STUD 18 Ga R R0G9 St Steil Wllb betldin I i. 0 16"O.C. MAX. W/ (1) LAYER OF Y2 INSTALL D BY CONTRACTOR DISCREPANCIES) GYP. BD. INSIDE OF VESTIBULE STL. COLUMN (FIELD gl :b fi4 wilY den rto tt t VERIFY °p ' OWNER -PROVIDED & INSTALLED BY b Itll g lad p Hghq 111 31s tl to nl— 11/b I CONTRACTOR AND CONTACT STRUCTURAL ZQI t th p6 t f. tyre hgh t oto rosrnantl N gFsts'V tld itM1 l"f4 colored rcflcc4a V pc . L °tee i i I i' Specifications: 0 ' = 155's, #4 EPDXIED REBAR(12"LENGTH) 1/2"-13 THREAD SIZE, 8 IN SHANK LG, -,te,: •, lr.• ` w/ 6" EMBEDMENT N'dhl. 21 lb, Mafcr ul. Sti Std 114 29:18 I i 0 8" O.C. MAX. F �I. Solr .urfacv F sh BXNo.6 Reflec"re Tape J Isilow o ,9h,1" Red 9 Clpe � None BY CON RACTOR XNT. CON(-.. SLAB TO BE CUT TO I I 1 1 2" 9» RECEIVE NEW FTG. PAD STEEL SURFACES EXPOSEDSLAB 1 24"x24" W. X 12" D. FTG. PAD w/ ON VAPOR BARRIER ON WELL 11 COMPACTED FILL W/ 3#5 EA. WAY COLUMN BASE PLATE: 1 U 3/4"AZA'-0113. I TYP. I N EXIST. EXTERIOR WALLW� 1/2" I 1/4 r � ,iLee GALV. EXP. BOLTS 0 12' O.C. GI In app x 6" GALV. STL 18 GA. JOIST / / "" D� te: 0 16" O.C. SEE 5/A-3 FOR METAL -- T--------- Cy) STUD INSTALLATION�t F 00 STAND N SEAM MTL. ROOFING -------//14:28:22- - - Qo MATCH EXIST. METAL ROOF'S - - -- (4)-3/4"DIA.xi'-0"+4"HOOK I I. 4"(DEEP)x16"x16" POCKET6 „ 6 „ A36 ANCHOR BOLTS. (TYP.) NEW R-30 CEILING (CONCRETE FILLED AFTER COL. I INSULATION HAS BEEN INSTALLED AND I 1/2" GWB CEILING ON 2" GALV. 7/8" EXTERIOR LATH TO MATCH -- 3 WALL SECTION EXT. FINISH ON TYVEK COMMERCIAL A- 3 SCALE: 3/4"=1'-0" IN. X 4 FT. X 8 FT. EXTERIOR WALL , General Description SHEATHING A —BEYOND 3 5/8" METAL STUD 18 Ga R R0G9 St Steil Wllb betldin 0 16"O.C. MAX. W/ (1) LAYER OF Y2 Wfs, li, 4—I'd Idll l It tard 1, dq hghy bl d bl N GYP. BD. INSIDE OF VESTIBULE STL. COLUMN (FIELD gl :b fi4 wilY den rto tt t VERIFY °p ' OWNER -PROVIDED & INSTALLED BY b Itll g lad p Hghq 111 31s tl to nl— 11/b I CONTRACTOR AND CONTACT STRUCTURAL ZQI t th p6 t f. tyre hgh t oto rosrnantl N gFsts'V tld itM1 l"f4 colored rcflcc4a V pc . L °tee i i I i' Specifications: PLAIN GALV. STEEL BENT ANCHOR BOLT: 155's, 1/2"-13 THREAD SIZE, 8 IN SHANK LG, -,te,: •, lr.• 2.0 IN THREAD LG, NUT/WASHER N'dhl. 21 lb, Mafcr ul. Sti Std 114 29:18 I i 1 F �I. Solr .urfacv F sh BXNo.6 Reflec"re Tape J Isilow o ,9h,1" Red 9 Clpe � None Notes:SECTION A A E - b d tdc 1 f II Ir '- ly N r f d h .s d p d 1 sud'0'VI" II W d�t arJ 611'd isp1.11d1d 'I 'Up ts 11,UU.1 C.—s1. f dh dl -IU tp 'ddb, WrF-W',. . IN. d—l",i., ottlnwrl"o 1l o n„ono p—i W h-i,,., for fere .,,ly. Pi -s. ­, lRcla Fo ,dgsal dpof,,s: n is f jr,ydl anon iscrlical le pa diculorinstallation. • ReI a d Foundry reserves Uve ,ght to amend design and sp-r Ows without prior notice for product vp s --t. 6 BOLLARD DETAIL A- 3 SCALE: 3/4"=V-0” 2 WALL SECTION A- 3 SCALE: 3/4"=V-0" STEEL STUD (VERT.) 3 5/8" METAL STUD (18 GA) @ 16" O.C. MAX. SPLICE STEEL `. - RUNNER (18 GA.) (TYP.) #10 TEK SELF TAPPING _WS, EACH SIDE. (TYP.) VIDE (2)-#10 TEK - TAPPING SCREWS EACH VERT. STUD EACH SIDE. (TYP.) v. 1. vin 1 .n.1 . n ) O.C. TO CONC SLAB SOLID BRIDGING MIDDLE OF HEIGHT 14 OF STUDS -----1 #10 TEK SELF- METAL STUD TAPPING SCREWS 1 1/2"x20 GA. STRAP BRACING. (TYP.) LATERAL BRACING AT MIDDLE OF STUD 5 WALL SECTION PERMIT# A-3 SCALE: 3/4"=1'-0" Q90 NO. -7 o � a G STOR 9, o° a° <ftlp Fs Quo"4"uQq f5 , ANAL ENGINEER OF RECORD `3 EAL Liu. PE NU. 72328 1 U - - - -- San Digitally signed C-6 STL CHANNEL FASTENED TO I I by Sang-Yub EXIST. EXTERIOR WALLW� 1/2" I I r � ,iLee GALV. EXP. BOLTS 0 12' O.C. GI In app x 6" GALV. STL 18 GA. JOIST / / "" D� te: 0 16" O.C. SEE 5/A-3 FOR METAL -- T--------- ------- � a ­2018.di t9 STUD INSTALLATION�t F 00 STAND N SEAM MTL. ROOFING -------//14:28:22- �L Le -04'00' MATCH EXIST. METAL ROOF'S - - -- COLOR (IN FOREGROUND) I I. C-8 STL. CHANNEL PERIMETER i NEW R-30 CEILING BEAM 0 24" O.C. I INSULATION TYP. 1/4 I 1/2" GWB CEILING ON 2" GALV. 7/8" EXTERIOR LATH TO MATCH -- i METAL CHANNELS -FINISH TO MATCH LOBBY'S CLG. EXT. FINISH ON TYVEK COMMERCIAL I I. BUILDING WRAP ON DENSGLASS 5/8 IN. X 4 FT. X 8 FT. EXTERIOR WALL , SHEATHING is —BEYOND 3 5/8" METAL STUD 18 Ga 0 16"O.C. MAX. W/ (1) LAYER OF Y2 f GYP. BD. INSIDE OF VESTIBULE STL. COLUMN (FIELD 4" BASEBOARD SELECTED BY VERIFY °p ' OWNER -PROVIDED & INSTALLED BY ALL. DIMENSIONS DURING MOCK UP CONTRACTOR AND CONTACT STRUCTURAL ZQI ENGINEER IF ANY DISCREPANCIES) I i' PLAIN GALV. STEEL BENT ANCHOR BOLT: 1/2"-13 THREAD SIZE, 8 IN SHANK LG, 2.0 IN THREAD LG, NUT/WASHER NEW CER. TILE SELECTED BY EXIST. TENANT -PROVIDED & INSTALLED PAVERS BY CON RACTOR � I I PROVIDE BIT. COATING ON ALL STEEL SURFACES EXPOSEDSLAB w/W.W.M 6X6X10 gEL8'N TOP OF CONCRETE SLAB. (TYP.) w/ ON VAPOR BARRIER ON WELL COMPACTED FILL 11 20"X 20" W. X 16" D. CONT. FTG. 1'-8" W/ 3�5 CONT. & i#5 CROSS BARS 2„ 010 O.C. COLUMN BASE PLATE: 3/4"x12"x1'-O"LG, I 1/ 4 TYP. r • r7"_ - - CO _ I (4)-3/4"DIA.x1'-0"+4"HOOK 4"(DEEP)x16"x16" POCKET—/6 » 6 » A36 ANCHOR BOLTS. (TYP.) (CONCRETE FILLED AFTER COL. HAS BEEN INSTALLED AND 2 WALL SECTION A- 3 SCALE: 3/4"=V-0" STEEL STUD (VERT.) 3 5/8" METAL STUD (18 GA) @ 16" O.C. MAX. SPLICE STEEL `. - RUNNER (18 GA.) (TYP.) #10 TEK SELF TAPPING _WS, EACH SIDE. (TYP.) VIDE (2)-#10 TEK - TAPPING SCREWS EACH VERT. STUD EACH SIDE. (TYP.) v. 1. vin 1 .n.1 . n ) O.C. TO CONC SLAB SOLID BRIDGING MIDDLE OF HEIGHT 14 OF STUDS -----1 #10 TEK SELF- METAL STUD TAPPING SCREWS 1 1/2"x20 GA. STRAP BRACING. (TYP.) LATERAL BRACING AT MIDDLE OF STUD 5 WALL SECTION PERMIT# A-3 SCALE: 3/4"=1'-0" Q90 NO. -7 o � a G STOR 9, o° a° <ftlp Fs Quo"4"uQq f5 , ANAL ENGINEER OF RECORD `3 EAL Liu. PE NU. 72328 REVISIONS Mark Date & Description Sheet Title FOUNDATION PLAN SECTIONS & DE'T'AILS Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. Checked: S.Y.L. LA Sheet No. 'l -3 W � U cn 1l n c 0 W UN rn N Z 0- ? pD ri D W mIl01 ❑ WJiYLLN oq C7a GI In app ri W>_QZ❑ cn Z VIJd' w (on F 00 e� REVISIONS Mark Date & Description Sheet Title FOUNDATION PLAN SECTIONS & DE'T'AILS Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. Checked: S.Y.L. LA Sheet No. 'l -3 O ri w (on F 00 e� x G=, Z REVISIONS Mark Date & Description Sheet Title FOUNDATION PLAN SECTIONS & DE'T'AILS Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. Checked: S.Y.L. LA Sheet No. 'l -3 WALL AND FLOOR — TILE TO BE SELECTED BY OWNER PROVIDED & INSTALLED BY CONTRACTOR WALL AND FLOOR TILE TO BE SELECTED BY OWNER PROVIDED & INSTALLED BY CONTRACTOR WOMEN (1 ) WALL AND FLOOR U WALLCOVER TO BE TILE TO BE W U [A SELECTED BY SELECTED BY CL r N 0 "mM� Eq OWNER AND OWNER PROVIDED & U7 W W_j INSTALLED PROVIDED INSTALLED BY LN T '� 0 m a ❑ R1 & INSTALLED BY CONTRACTOR w % QZo CONTRACTOR U) SEE MOUNTING W z M HEIGHTS LEGEND < FOR INSTALLATION Vp OF BATHROOMS �j fx ACCESSORIES AND 0 FIXTURES (TYP.) I µ 'XJ MEN O TYP. METAL OKICKPLATE BATHROOM INTERIOR ELEVATIONS O O WALLCOVER TO BE WALL AND FLOOR SELECTED BY TILE TO BE OWNER AND SELECTED BY INSTALLED PROVIDED OWNER PROVIDED & & INSTALLED BY INSTALLED BY CONTRACTOR CONTRACTOR SEE MOUNTING HEIGHTS LEGEND FOR INSTALLATION OF BATHROOMS O ACCESSORIES AND FIXTURES (TYP.) 1 30 O EQ.� 2'-8"— DEQ. WALL PERPENDICULARLd TO GRAB BAR � � �—BACK WALL j �--gACK WALL ❑ � � ❑ /// w N I 4 + \ g MAX MANX L ADA GRAB ADA GRAB TOILET PAPER NAPKIN MIRROR TOWEL DISPENSER SOAP TOILET BAR 42" BAR 36" HOLDER NAPKIN/DISPOSAL TOWEL DISP. VENDOR BOH ADA WC ADA URINAL TRASH RECEPTACLE DISPENSER PARTITION 0 0 0 0 0 0 0 0 0 1D 12 MOUNTING HEIGHTS LEGE 44 Sang—Digitally signe Eby Sang-Yub L Date:2018,03.1 Yu b Le"e 12,53:34-04'00 t?� 10�A ° ��,,�L��_ ENGINEER OF RECORD SEAL Lic. PE No. 72328 n - U q a W U [A rx µ, orn Q Y Q � CL r N 0 "mM� Eq U7 W W_j Q�v � E C7 LN T '� 0 m a ❑ R1 a w % QZo U) W z M < Vp `a 6P1 fx z W ID 6P1 fx 'XJ M O wJ W !� W REVISIONS Mark Date & Description Sheet Title BA'T'HROOM IMI'. ELEVATIONS & MTG. HEIGHTS Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F: Checked: S.Y.L. Sheet No. A-4 ELEVATOR LOBBY 1 rtitl�, 1 UiL IVILr rLAIN A-4 SCALE: 1/4"=V-0" MEETING ROOM II EXISTING OFFICE' U U 2 PARTIAL MEP PLAN A-4 SCALE: 1/4"=V-0" 44 FIXTURES SYMBOL LEGEND 0 EXIST. INCANDESCENT R FIXTURES BE REMOVED 0 EXIST. INCANDESCENT ER FIXTURES TO REMAIN O NEW RECESSED INCANDESCENT m W1 FIXTURES ® N NEW EXIT LIGHT FIXTURES Q m I • In tZ INSTALL NEW EMERGENCY BATTERY } W LQZNo PACK LIGHT FIXTURES AS PER PLAN ER @EXIST. SMOKE DETECTOR TO REMAIN I N NEW AC DIFFUSER *R EXIST. DIFFUSER TO BE REMOVED 2" DRAIN LINE WCO 2" DRAIN LIN E�� NEW AEXIST. DIFFUSER TO REMAIN ER 3" SEWER LINE CONNECT Z N NEW RETURN AIR GRILL (RAG) � � EXIST. RETURN AIR GRILL (RAG) ER TO REMAIN NEW 11 NEW URINAL EXIST. RETURN AIR GRILL (RAG) R TO BE REMOVED Lj NEW FIRE ALARM STROBE LIGHT N CONNECT TO EXISTING ALARM SYSTEM NEW LAV (BY FIRE ALARM CONTRACTOR) �N NEW LIGHT SWITCH ER -& EXIST. 120V RECEPTACLE (TO BE RELOCATED) N NEW 120V RECEPTACLE ER o EXIST. SPRINKLER TO BE RELOCATED RSO RELOCATED SPRINKLER (BY FIRE SPRINKLER CONTRACTOR) Digitally signed a by Sang-Yub u Lee Date: 18:03:1: 9 12:54:37 -04'Odl NEW 3" VENT-CONNECT—X, TO EXIST. VENT FROM �1/ 3" VENT -CONNECT �I u.j REMOVED BATH RMS. / I TO EXIST. VENT FROM / W UN Y REMOVED BATH RMS. / i m W1 NEW 4" VENT I 2" DRAIN LINE NEW 4" VENT fi: Q m I • In tZ } W LQZNo L9Ul < �I NEW LAV NEW LO NEW WCO, �_T' DRAIN LINE 2" DRAIN LINE WCO 2" DRAIN LIN E�� NEW NEW 3" SEWER LINE / Mz � 3" SEWER LINE CONNECT CONNECT TO EXIST. � NEW WC \ � � TO EXIST. 3" SEWER LINE FROM 3" SEWER LINE FROM NEW 11 NEW URINAL EXIST. BATH RMS. EXIST. BATH RMS. Y Lj NEW LAV WOMEN MEN 3 PLUMBING ISOMETRIC A-5 NTS ENGINEER OF RECORD SEAL LIC. PE NO. 7232EJ a Sheet Title PARTIAL MEP PLANS & PLUMBING ISOME'T'RIC Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. i Checked: S.Y.L. Sheet No. A -S u.j cit Z O W UN �. q n Cq Z IL > ca 19 19 i m W1 w°"W Qw rN w WJIrLN fi: Q m I • In tZ } W LQZNo L9Ul < ZMI LO ®® O a Sheet Title PARTIAL MEP PLANS & PLUMBING ISOME'T'RIC Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. i Checked: S.Y.L. Sheet No. A -S cit Z O r (5®A O Mz � x a Sheet Title PARTIAL MEP PLANS & PLUMBING ISOME'T'RIC Job Number: 18-001 Date: 03-16-18 Drawn: A.B.F. i Checked: S.Y.L. Sheet No. A -S