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HomeMy WebLinkAbout2605 Park Dr 15-2585 (a) fire damage remodelFIRE DAMAGE INTERIOR REMODEL 2605 PARK DR. SANFORD, FL 32773 SCOPE OF WORK: THE SCOPE OF WORK FOR THIS PROJECT INCLUDES AND IS LIMITED TO: 1. DETAIL I CAUSED B DAMAGE. NTERIOR RENOVATION Y MINOR FIRE AND SMOKE ONLY ALTERATION TO FLOORP REDUCING SIZE OF (1) BAR. LAN IS NO STRUCTURAL MODIFCATIONS AR PROPOSED NO FLOORPLAN CHANGES ARE PROPOSED NO SEATING PLAN CHANGES ARE PROPOSED. NO SITE CHANGES PROPOSED. NO PARKING CHANGES PROPOSED. FIRE DID NOT EFFECT ROOF- NO CHANGES. FIRE DID NOT EFFECT EXTERIO- NO CHANGES a / 1 REVISION #1 10-23-15 A 1 6 9'- 8" EXISTI NC SCALE: 3/32" = 1' 125/- 1/4// 511 ALL 8L Np R 55 A P Rmvv i paQcSep W(t Ild� 5 YWS a Q N1GAL YEGW puSW� 4E'b�,,P'FRpYTQ \A LNTE'AN W�RSP��ERpS1D� p„NY GSM" 155uANaQRRQRS IN PANS GQpRS, NQR Q��1GIA� GQp W5 RUILpIC�RR5Gv10LA� ON5 QP �W15 R5 O�IS.�RUGTIQN QR FIRE DAMAGE INTERIOR REMODEL LIES AND ALIBIS BAR 2605 PARK DR. SANFORD, FL 32773 EXT SF: 2090 SF CONSTRUCTION TYPE: IImB OCCUPANCY: A-2 UNDER 50 OCCUPANT LOAD CAN BE CLASSIFIED AS B -BUSINESS OCCUPANCY OCCUPANT LOAD: AS PER CALCULATED SF. OCCUPANT LOAD : 33 PERSONS REQUIREMENTS BASED ON USE AND OCCUPANCY: WATER CLOSETS: 1 PER 40 OCCUPANTS LAVATORIES: 1 PER 75 OCCUPANTS DRINKING FOUNTAIN: 1 PER 75 OCCUPANTS SERVICE SINK: 1 REQUIRED REQUIRED EXITS: 1 PER 49 OCCUPANTS MAX TRAVEL DISTANCE FOR EGRESSION: 200 FT AS PER FBC: THIS PROJECT FALLS INTO tt:ft "REPAIRS" CATEGORY APPLICABLE CODES: FBC 2010 FBC 2010 MECHANICAL FBC 2010 EXT. BUILDINGS FBC 2010 PLUMBING ` I NEC-10 ASCE7=10 6 9,_ 8„ PROPO SCALE: 3/32" = '4" INA POOL TABLES HANGING POOL TABLE LIGHTS JUKE BOX POOL TABLES 0 DART BOARDS F-1 ^4'-8 F-1 IGH TO IGH TO ❑ ❑ ❑ Pa pa ffmTm 0 WINDOW SCHEDULE WINDOW AND DOOR APPROVALS AND INSTALLATION DETAILS ARE TO BE PROVIDED BY THE CONTRACTORANSTALLER. 0 EXISTING FL SCALE: 1/4" = 1' 14 IGH T GHI TO LI 0 SODA F❑ TIAN EXISTING ROOF EXISTING ROOF SYSTEM ` SYSTEM R-38 INSULATION 2 R-38 INSULATION 5/8 DRYWALL 3/4 PT FURRING INSTALL AS PER STRIPS MANUFACTURERS EXISTING FINISH SPECS 5/8 DRYWALL INSTALL AS PER EXISTING FINISH MANUFACTURERS SPECS R-13 R-6 FOIL BATTINSULATIO INSULATION EXISTING CMU EXISTING 2X4 WALL FRAME WALL �:E EXISTING SLAB A EXISTING SLAB A FOOTER FOOTER Si 52 3 WALL SECTIONS 3 SCALE: NTS 2 CHAIRS @ EACH HIGH TOP /--FREEZER ENTRY CE MAC BAR ICE HOLD BIN ❑ ❑ p ❑ as Pa 0 DOOR SCHEDULE SIZE TYPE D1 3-0 X 7-0 COMMERCIAL EXT. WINDOW AND DOOR APPROVALS AND INSTALLATION DETAILS ARE TO BE PROVIDED BY THE CONTRACTORANSTALLER. OOR PLAN W/H O SERVICE NK FRIG o• WASH SINK SECTION OF BAR TO BE I 0 1 REVISION #1 10-23-15 2 REVISION #2 11-15-15 /ED 0 FEN ■ oo g of POOL TABLES HANGING POOL TABLE LIGHTS JUKE BOX POOL TABLES 0 DART BOARDS 4'- IGH TO a IGH TO Pq 0 WINDOW SCHEDULE SIZE TYPE (W 1 55" X 51. SOLID PAYNE WINDOW AND DOOR APPROVALS AND INSTALLATION DETAILS ARE TO BE PROVIDED BY THE CONTRACTORANSTALLER. IGH T 2 CHAIRS @ EACH HIGH TOP GH T❑FREEZER ENTRY E CE MAC Im 0 BAR SODA FO TIAN ICE HOLD BIN 9'-8 r _ ❑ ❑ ❑ 0 WO W� D1 DOOR SCHEDULE SIZE TYPE D1 3-0 X 7-0 COMMERCIAL EXT. WINDOW AND DOOR APPROVALS AND INSTALLATION DETAILS ARE TO BE PROVIDED BY THE CONTRACTORANSTALLER. SCALE: 1/4" = V Me m I I 1 111 1 W/H O SERVICE NK (FRIG `WASH SINK (9 SIZE TYPE W 55' X 51 • SOLID PAYNE WINDOW AND DOOR APPROVALS AND INSTALLATION DETAILS ARE TO BE PROVIDED BY THE CONTRACTORANSTALLER. 0 EXISTING FL SCALE: 1/4" = 1' 14 IGH T GHI TO LI 0 SODA F❑ TIAN EXISTING ROOF EXISTING ROOF SYSTEM ` SYSTEM R-38 INSULATION 2 R-38 INSULATION 5/8 DRYWALL 3/4 PT FURRING INSTALL AS PER STRIPS MANUFACTURERS EXISTING FINISH SPECS 5/8 DRYWALL INSTALL AS PER EXISTING FINISH MANUFACTURERS SPECS R-13 R-6 FOIL BATTINSULATIO INSULATION EXISTING CMU EXISTING 2X4 WALL FRAME WALL �:E EXISTING SLAB A EXISTING SLAB A FOOTER FOOTER Si 52 3 WALL SECTIONS 3 SCALE: NTS 2 CHAIRS @ EACH HIGH TOP /--FREEZER ENTRY CE MAC BAR ICE HOLD BIN ❑ ❑ p ❑ as Pa 0 DOOR SCHEDULE SIZE TYPE D1 3-0 X 7-0 COMMERCIAL EXT. WINDOW AND DOOR APPROVALS AND INSTALLATION DETAILS ARE TO BE PROVIDED BY THE CONTRACTORANSTALLER. OOR PLAN W/H O SERVICE NK FRIG o• WASH SINK SECTION OF BAR TO BE I 0 1 REVISION #1 10-23-15 2 REVISION #2 11-15-15 /ED 0 FEN ■ oo g of POOL TABLES HANGING POOL TABLE LIGHTS JUKE BOX POOL TABLES 0 DART BOARDS 4'- IGH TO a IGH TO Pq 0 WINDOW SCHEDULE SIZE TYPE (W 1 55" X 51. SOLID PAYNE WINDOW AND DOOR APPROVALS AND INSTALLATION DETAILS ARE TO BE PROVIDED BY THE CONTRACTORANSTALLER. IGH T 2 CHAIRS @ EACH HIGH TOP GH T❑FREEZER ENTRY E CE MAC Im 0 BAR SODA FO TIAN ICE HOLD BIN 9'-8 r _ ❑ ❑ ❑ 0 WO W� D1 DOOR SCHEDULE SIZE TYPE D1 3-0 X 7-0 COMMERCIAL EXT. WINDOW AND DOOR APPROVALS AND INSTALLATION DETAILS ARE TO BE PROVIDED BY THE CONTRACTORANSTALLER. SCALE: 1/4" = V Me m I I 1 111 1 W/H O SERVICE NK (FRIG `WASH SINK (9 .. k; i. ..: .. �:„•.•:..• ;;ars: •:':::::::... 08 ...aka. Copyright Notice These drawings designs, and ideas are property of Abacus Construction Services, LLC and are protected under the copyright laws of Florida. No part thereof shall be copied, no used in connection whit any work other than for the specific project for which they have been prepared whitout written consent of Abacus Construction. NAGY DESIGN° SNAGYDE5:I,GN@GMAIL.COM, 321-231-5217 J ( M UJ Q I` W O m ~ N U)� C� O ._ p Ce) �WryU. QocQQ wOzLO Lai LL LLWCnNZ z LLJ I­_r�%� Wfig J v O QC a LU 0 z O a oc U V) LU 0 z DRAWING TITLE: AS NOTED SCALE: DATE: AS NOTED 09/21/15 DRAWN BY: DRAWING No: BN 3 PRJECT No: 15017 APPROVED BY: 75 1 I -q ,p CLO 1Tp,i TGo/ ;-4Q m Im Sign and Seal Engineer ELECTRICAL DEMAND CALCULATI❑NS: General lighting @ 3VA/Ft.------------ 6270 VA TV'S (3) ----------------------------2160 VA Refridgerator------------------- 800 VA Water Heater ---------------------- 7200 VA Ice Maker ------------------------- 480 VA Juke Box -------------------------- 1920 VA Dart Boards----------------------- 1440 VA Freezer---------------------------- 480 VA First 10,000VA @ 100% -------------- 10,000VA Remainder 407 ----- (8300) -------- 1700VA AC & Heat -------------------- ----- 15,360VA Total VA- 240V ----- (27060) ------ 112.75AMPS 200 AMP SERVICE EXISTING 1 EXISTING ELEC PLAN SCALE: 1/4" = 1' ELECTRICAL NOTES Ala r7.5c, ffie� NOTE ALL ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE, LOCAL ORDINANCES, AND FLORIDA POWER AND LIGHT, 3-250 MCMTHW A.L. — IN 2-1/2'G,R,C CONDUIT 120/240V 1o3W NEMA 3R 200 AMP 10K A/C ENCLOSED 1. INSTALLATION SHALL BE IN ACCORDANCE WITH N.E.C., ALL LOCAL AND STATE CODE REQUIREMENTS. 2. ALL MATERIALS SHALL BE UL APPROVED. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FOR USE OF ALL TRADES AS REQUIRED FOR CONSTRUCTION. 4. ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS. EXACT LOCATION AND TYPE OF OUTLET FOR ALL ELECTRICAL FIXTURES, APPLIANCES AND EQUIPMENT. 5. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ELECTRICAL PERMITS. 6. ALL CONDUCTORS SMALL BE COPPER. THE MINIMUM SIZE SHALL BE #14 TW. CONDUCTORS, #6 AND LARGER SHALL BE THW. 7. ELECTRICAL CONTRACTOR TO COORDINATE TELEPHONE SERVICE. 8. PROVIDE A TYPEWRITTEN DIRECTORY FOR PANEL. 9. ALL OUTLETS, LIGHTS AND FANS SHALL BE CONNECTED TO TO EXISTING PANEL. ELECTRIC CONTRACTOR SHALL PULL SEPERATE ELECTRICAL PERMIT. 10. ALL CONDUIT SHALL BE GALVANIZED RIGID EXCEPT AS FOLLOWS: a. EMT MAY BE USED INDOORS, OUT OF SOIL AND WHERE NOT SUBJECT TO PHYSICAL ABUSE. ROMEX MAY BE USED WHERE ALLOWED. b. FLEXIBLE CONDUIT SHALL BE USED FOR EQUIPMENT CONNECTIONS NOT TO EXCEED 6 FEET. C. PVC. MAY BE USED OUTDOORS AS ALLOWED BY CODE. 11. ALL EQUIPMENT TO BE PROTECTED IN ACCORDANCE WITH N.E,C. 230-10 PROPOSED ELEC PLAN (NO CHANGES) SCALE: 1/4" = 1" ETS I 1 REVISION #1 10-23-15 .. ......... x i Copyright Notice: These drawings, designs, and ideas are property of Abacus Construction Services, LLC and are protected under the copyright laws of Florida. No part thereof shall be copied, no used in connection whit any work other than for the specific project for which they have been prepared whitout written consent of Abacus Construction. NA6Y'ESIGN BIdA YC 1 SI N�Ia G IAIL.00M W Q �- w0m r- � U) 0 — C, M Q 20° � —J LiuLL Q < < p r 0. wOzLoO w W R ©C 0 LL Z izw(l)NZ F- W < LU Z J U) O cc LU a 0 Z 0 a U V LU O Z DRAWING TITLE: AS NOTED SCALE: DATE: AS NOTED 09/21/15 DRAWN BY: DRAWING No: BN PRJECT NO: 4 15017 APPROVED BY: f %5 ��,0 `- �� STAT ,40 _ �'� C0R�Q O~ �` /00I111111\O Sign and Seal Engineer i EXISTING HVAC PLAN SCALE: 1/4" = 1' PROPOSED HVAC PLAN (NO CHANGES) SCALE: 1/4" = 1' Al REVISION #1 10-23-15 AS NOTED PLUMBING RISER IS EXISTING AND TO REMAIN UNALTERED PROPOSED PLUMBING PLAN (NO CHANGES) SCALE: 1/4" = 1' 1 REVISION #1 10-23-15 OVIDED TO PATRONS i- IF WAIVER E PROVIDED BY ACTOR KISTING HOT & COLD SUPPLY EXISTING 4" FLOOR DRAIN LAVATORY REQUIRED CLEARANCES se --36" MIN -------- st CLEAR FLOOR SPACE @ WATER CLOSETS (NOT IN STALL) 7--36" MINS ?-CLEARANCE STH 56" MIN 4m - 4 - CLEAR FLOOR SPACE 0 WATER CLOSETS (NOT IN STALL) CLEAR FLOOR SPACE @ WATER CLOSETS (NOT IN STALL) 30" MIN Q 7'� 19" MAX MI CLEAR FLOOR SPACE AT LAVATORIES 12" f 6" MIN------ I A) BACKWALL B) SIDE WALL ADA ACCESABLE RR DETAILS SCALE: NTS i PROPOSED FINISH PLAN SCALE: 1/4" = 1' PROPOSED EGRESS PLAN SCALE: 1/4" = 1' STRUCTURAL DE516N GRITERIA GOVERN I N6 GODES AND SPEG I F I GAT I ON5 I. Florida Building Godo, 2014 Edition. 2. Specifications for Structural Steel Buildings, Allowable Stress Design and Plastic Design, June I, IciBa. 3. National Design Specification for Wood Gonstruction, AFPA, January, 2005. DE516N &RAV I TY LOADS I. Roof Dead Load.................................................................................. 20 PSF 2. Roof Live Load..................................................................................... 20 PSF DE516N LATERAL LOADS I. Ulitmote Wind Load................................................................................. 140 MPH NominalWind Load.................................................................................. IOcl MPH RlskGotegory.......................................................................................... II Enclosure Gotegory............................................................................... ENGLOSED Exposure................................................................................................... B DE516N SNOW LOADS I. Ground Snow Load (Pg).................................................................... 0 PSF 2. Snow Load Importance Factor (Is) ............................................. 1.0 3. Thermal Factor (Gt)............................................................................ 1.0 DESIGN EARTHQUAKE LOADS GENERAL STRUGTURAL NOTES DEMOLITION I. Notify the Architect and the Structural Engineer of existing conditions that are different from plan. 2. Provide shoring, bracing and/or supports as required to prevent movement, settlement, damage or collapse of the existing structure to remain. 3. Gonduct operations to prevent damage to adjacent buildings, structures, and other facilities and injury to persons. STRUGTUR.AL STEEL 1. All structural shapes, except structural tubing, 'shall be in accordance with ASTM A36. 2. Structural tubing shall be in accordance with ASTM A5OO, Grade B. 3. Bolted connections, unless otherwise stated, shall be in accordance with ASTM A325X. 4. Welding shall be in accordance with AWS D1.1 with E7OXX electrodes. TIMBER FRAMING I. All timber frame construction shall be in accordance with Ghapter 23, 2014 Florida Building Godo. 2. Structural framing beams and rafters shall be minimum #2 Southern Yellow Pine w/ Ic1% moisture content. Wall studs may be #2 Spruce -Pine -Fit 3. Provide continuous wind uplift load resistance path from roof to foundation for all structural elements. I. Risk Gategory...................................................................................... II It 2. Seismic Importance Factor (le) ................................................. 1.00 GONNEGTORS 3. Mapped Spectral Response Acceleration .......................... Ss = b.00%I. All pre -fabricated, pre-engineered timber connectors are as specified 0 It 51 = 4.30 within Simpson 5trong-T1e catalog G -I5. Ln0 LL N 2. Gonnectors shall be installed in accordance with the instructions given in 4. Site Glass ................................................... the above referenced catalog. 5. Design Spectral Response Acceleration............................. S = 0.064 Ds 3• Alternate connectors may be allowed provided they equal or exceed SDS = O.O4q the specific allowable loads given in the above referenced catalog. 6. Seismic Design Gategory................................. A W 7. Basic Seismic Force Resisting System ................................... Ordinary Masonry MISCELLANEOUS Q W Shearwa 115 1. Gontroctor shall brace all construction against gravity, lateral and uplift 8. .......................................................................... Design Base Shear0.043 J loads until structure is complete. ci. Seismic Response Goefficients ....................................................0.043 - 2. Goordinate structural work with architectural plans and all other trades. 10. Response Modification Goefficients..........................................1,5 4 3. All construction shall be in accordance with the Florida Building Godo, II. Analysis Procedure2014 ........................................................................... Equivalent Lateral Edition. U)0 Force Analysis w 1"ADDLE PLATE NEW (3) 2X8 PLAN VIEW BEAM-� 8 I I (3) 12X 20 BEAM TO _ o REMA I N 8X&X I /4" PLATE EA. S 1 DE OF BEAMS W/ (2)-3/4" THRU BOLTS NEW 4X4X I /4" T.S. POST 10" 50 X 9" PLATE ATTAGHED TO FTG. W/(4) J" DIA. ALL THREAD W/6 �" EMBED W/51 MPSON SET EPDXY ADHESIVE of ....................... .........� y................... ...... .............................. ..... ............. �. SECTION SCALE :1/2"=1'-011 EX I ST I N6 I x8 ROOF DECK TO REMAIN EX 1 STING RAFTERS - TO REMAIN 1/2" SA6 - RES 15TANT GYP. BD. 51 MPSON H3 PLATE (2) 2X4 TOP PLATE 2X4 # 2 S.Y.P. ® 16" O.G. W/51 MPSON 5P a BOT. $ 51 MP50N 5P2 © TOP. 1/2" 6YP. BD. BOTH SIDES EX 1 ST I N6 SLAB TO REMAIN a . ..r 4 r...� ....._.i.. _rte -� ....- .....--- - .....- .... -- _......... �.......:::: z SECTION. SI) 5GALE:1/2"=1'-0" t \ EXISTING FRAMING PLAN SI) 5GALE: 1/4 " = 1'-0 WALL TO REMAIN GENs" � No. 418 =, TAT OF , / K 4rj P. W& r]I�A��'' 11.� BId�,M LEY, I I I i i I FL�'IYIUi 1A # 0041 837 C LU or CL LU tr LU C13 O R H LUO Z Q _ CO u U) W o - It M iQ� c CJ It VLL U 0 It J Ln0 LL N J 19 z a� W z ' o W Q W U) W o - It M iQ� J CJ It VLL U It J Ln0 LL Ln o J 19 z U) W z ' o W Q W o J r - © 4 0 _J o U)0 w F � ] N � Q U U1 W h m O : Z . = W > z z Q a o a z LO _J z 0 r i m _J Q U) W o - >_ M iQ� J CJ Q VLL Q Or/ a- Q. Ln0 LL WOZ J �If) UJ .J Q F- W In W F- 0 Z w Z J IL 0 Z Q LL Drawn: LH Checked: JM Date: 7-22-15 Scale: NOTED Jab No.: 15-78 Sheet: 1 of 1 S1 File: HB 15-78