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Home My WebLink AboutSDP201200001 Plan - Revision 2022-08-17GENERAL NOTES THESE PLANS ARE PROVIDED FOR GENERAL DESIGN AND CONSTRUCTION PURPOSES ONLY. THE ARCHITECT DOES NOT WARRANT ANY MATERIAL, DESIGN DETAILS, COSTS, CONSTRUCTION METHODS, EQUIPMENT, HARDWARE, ETC. WHETHER IMPLIED OR EXPLCITLY NOTED ON THE DRAWINGS. THE INFORMATION CONTAINED IN THIS PLAN IS INTENDED TO SHOW DESIGN INTENT ONLY. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO USE STANDARD INDUSTRY APPROVED CONSTRUCTION PRACTICES THAT WILL INSURE A SAFE, STRUCTURALLY SOUND AND WATERPROOF STRUCTURE. THIS STRUCTURE WILL BE BUILT TO COMPLY WITH OR EXCEED THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) AND/OR THE LOCALLY APPROVED BUILDING CODE. ALL CODES SHALL HAVE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED ON THIS PLAN WHERE SAME ARE AT VARIANCE. D THE CONTRACTOR IS RESPONSIBLE FOR CAREFULLY AND THOROUGHLY REVIEWING ALL DRAWINGS AND SPECIFICATIONS BEFORE BEGINNING ANY WORK OR ORDERING ANY MATERIALS. ANY DISCREPANCIES IN THE DRAWINGS SHOULD IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. BEFORE SUBMITTING PROPOSALS, BIDDERS SHALL CAREFULLY EXAMINE THE DRAWINGS, INSPECT THE SITE AND ACQUAINT THEMSELVES WITH ALL GOVERNING ORDINANCES, LAWS, ETC. AND OTHERWISE FAMILIARIZE THEMSELVES WITH ALL MATTERS WHICH MAY AFFECT PERFORMANCE OF THE WORK. THE ACT OF SUBMITTING A PROPOSAL SHALL BE CONSIDERED AS MEANING THAT THE BIDDER HAS SO FAMILIARIZED HIMSELF AND THEREFORE NO CONCESSION WILL BE GRANTED BECAUSE OF ANY CLAIM OF MISUNDERSTANDING OR LACK OF INFORMATION. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: THESE GENERAL NOTES, UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, ORDINANCES AND REGULATIONS. 1. OWNER'S/TENANTS RESPONSIBILITY PRIOR TO CONSTRUCTION THE OWNER WILL DETERMINE THAT THIS PLAN MEETS THE OWNERS NEEDS AND DESIGN EXPECTATIONS -ANY DESIGN QUESTIONS SHOULD BE DIRECTED TO THE ARCHITECT/DESIGNER FOR CLARIFICATION OR CORRECTION. VERIFY UNSPECIFIED RESPONSIBILITIES WITH LANDLORD AND TENANT WORK AGREEMENT. OWNER RESPONSIBILITY: OWNER SHALL DELIVER THE PREMISES IN ACCORDANCE W/ THESE PLANS' CONDITION INCLUDING SITE DEVELOPMENT, EXTERIOR FRONT DOORS (STOREFRONT OR HM AS SPECIFIED IN DRAWINGS) AND STOREFRONT WINDOWS. TENANT RESPONSIBILITY: ALL OTHER WORK NECESSARY TO COMPLETE THE CONSTRUCTION OF THE PREMISES IN ORDER TO PERMIT TENANT TO OPEN THE PREMISE FOR BUSINESS NOT OTHERWISE INCLUDED IN THESE DRAWINGS ARE THE TENANT'S RESPONSIBILITY. 2. DIMENSIONS & ERRORS: THE GENERAL CONTRACTOR AND OWNER WILL BECOME FAMILIAR WITH ALL DESIGN ASPECTS OF THESE PLANS. ANY QUESTIONS WILL BE CLARIFIED BY THE ARCHITECT/DESIGNER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY C ALL DIMENSIONS AND CONDITIONS ON -SITE AND IS RESPONSIBLE FOR ERRORS NOT REPORTED TO THE ARCHITECT/DESIGNER FOR ADJUSTMENT. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. 3. CHANGE ORDERS: ALL CHANGES TO THE CONSTRUCTION AND DESIGN OF THIS PLAN WILL BE DONE WITH WRITTEN CHANGE ORDERS SIGNED BY THE OWNER AND GENERAL CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY COSTS TO ADJUST CHANGES MADE TO THE CONSTRUCTION THAT ARE NOT APPROVED BY A WRITTEN CHANGE ORDER. 4. DETAILS: ALL IMPORTANT DESIGN DETAILS SHALL BE FOLLOWED AS ON THE PLANS. ANY DESIGN CHANGES WILL BE ACCOMPANIED WITH SUBSTITUTE DRAWINGS PROVIDED BY THE CONTRACTOR FOR THE OWNERS APPROVAL. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL EXPENSES TO ADJUST UNAUTHORIZED CHANGES TO THE ORIGINAL DESIGN DETAILS. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THORUGHOUT THE PROJECT UNLESS OTHERWISE NOTED OR SHOWN. 5. OWNERS APPROVAL: ALL MATERIAL FINISH AND COLOR SELECTIONS SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. ROOFING, EXTERIOR FINISHES (IPE, SIDING, STUCCO, STONE, ETC.) AND WINDOW SAMPLES WILL BE PROVIDED TO THE OWNER FOR APPROVAL BEFORE ORDERING. 6. OMISSIONS: IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY, THE CONTRACTOR SHALL BE BOUND TO PERFORM WORK IN STRICT COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. IN THE EVENT CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED ELSEWHERE ON THE DRAWINGS OR AS FOUND IN OTHER FINISHED AREAS. 7. MANUFACTURED PRODUCTS: THE CONTRACTOR SHALL BE BOUND TO PERFORM WORK IN STRICT COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. ALL COMPONENTS, SYSTEMS AND ALL OTHER MANUFACTURED ARTICLES, MATERIALS, COATINGS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, B USED, CLEANED, STORED, HANDLED, CONDITIONED, AND MAINTAINED, ETC. PER THE MANUFACTURER'S RECOMMENDATIONS. 8. SITE: THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ARCHITECT OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 9. FRAMING 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO AISI STANDARD, PUBLISHED BY AMERICAN IRON AND STEEL INSITUTE (AISI). 2. ALL STRUCTURAL DESIGN WILL MEET OR EXCEED THE LATEST EDITION OF THE INTERNATIONAL BULIDING CODE (IBC) AND/OR LOCAL BUILDING CODES. 3. THE CONTRACTOR WILL REVIEW THE PLANS, ELEVATIONS AND DETAILS, AND ADVISE THE OWNER AND/OR ARCHITECT SHOULD ANY CONDITIONS REQUIRE MODIFICATIONS TO THE DESIGN INTENT SHOWN ON THE PLANS, SECTIONS OR EXTERIOR ELEVATIONS. 10. FRAMING 1. REFER TO MEP PLANS INCLUDED IN THIS SET. DESIGN AND INSTALLATION OF SYSTEMS SHALL BE FULLY COORDINATED WITH THE ARCHITECTURAL DRAWINGS AND OTHER TRADES. 2. MECHANICAL, PLUMBING, AND ELECTRICAL FIXTURES REPRESENTED ON THE ARCHITECTURAL PLANS ARE SHOWN FOR PHYSICAL LOCATION, DESIGN INTENT, AND COORDINATION PURPOSES ONLY. n EXISTING CONDITIONS VICINITY MAP KEY PLAN —ii Millis� I I I vuuuuuuuunnnnnmi �D r*1 PROJECT DESCRIPTION THE PROPOSED WORK AT BUILDING C1-3 IN STONEFIELD AT 2075 BOND STREET, SUITE # 150, IN ALBEMARLE COUNTY, VIRGINIA, IS TO RENOVATE THE EXISTING UNIT TO PROVIDE THE NEW TENANT, F45 GYM, THE CONDITIONS DESCRIBED IN THESE DRAWINGS, TO SUCCESSFULLY OPERATE THEIR BUSINESS. THE EXISTING SITE IS WITHIN THE ARCHITECTURAL REVIEW BOARD PURVIEW AND IS THUS SUBJECT TO CHANGE UPON BOARD REVIEW. THE GOAL OF THIS PERMIT SET IS TO PROVIDE THE BUILDING OFFICIAL WITH ALL NECESSARY INFORMATION ON THE WORK TO DONE IN ORDER TO OBTAIN AN APPROVED PERMIT FOR CONSTRUCTION. ALL SITE IMPROVEMENTS ARE TO BE COMPLETED FOR INDEPENDENT OCCUPANCY OCT STONEFIELD PROPERTY OWNER, LLC STONEFIELD BUILDING C1-3 LANDLORD WORK ALBEMARLE COUNTY, VIRGINIA PROJECT TEAM PROJECT TEAM OWNER I OCT STONEFIELD PROPERTY OWNER, LLC CONTACT: ADAM SCHWARTZ PHONE: 212.546.0824 EMAIL: ASCHWARTZ@OCONNORCP.COM ARCHITECT DESIGN DEVELOP LLC CONTACT: ROBERT (BOB) PINED, R.A. PHONE: 434.806.8365 EMAIL: BOB@DESIGNDEVELOPLLC.COM DRAWING LIST GENERAL G001 Cover Page ARCHITECTURAL A101 Demolition & New Work Plan A201 Demolition & New Work Elevations GENERAL CONTRACTOR I MARTIN HORN CONSTRUCTION CONTACT: MIKE KELLY PHONE: 434.293.6171 EMAIL: MKELLY@MARTINHORN.COM MEP MEI ENGINEERING CONTACT: MICHAEL IRWIN, P PHONE: 540.432.6272 EXT 109 EMAIL: MDI@MEIENGINEERINGINC.COM BUILDING CODE SUMMARY: CODE ENFORCEMENT JURISDICTION I ALBEMARLE COUNTY, VIRGINIA ARCHITECT DESIGN DEVELOP, LLC. BOB PINEO (LICENSE # 0401-013513) 434-806-8365 YEAR AND EDITION OF CODE 2018 VA EXISTING BUILDING CODE 2018 VA CONSTRUCTION CODE 2009 ICC A117.1 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ZONING NEIGHBORHOOD MODEL DISTRICT USE AND OCCUPANCY [CHAPTER 3] USE [304.1] F45 GYM - BUSINESS USE TRAINING AND SKILL DEVELOPMENT NOT IN A SCHOOL OR ACADEMIC PROGRAM (THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, TUTORING CENTERS, MARTIAL ARTS STUDIOS, GYMNASTICS AND SIMILAR USUES REGARDLESS OF THE AGES SERVED). ADJACENT WHITE VANILLA BOX - MERCANTILE NOTE: EXISTING USE TO REMAIN ALLOWABLE HEIGHT AND AREA [CHAPTER 5] TYPE OF CONSTRUCTION EXISTING BUILDING WAS FIRST PERMITTED VIA VIRGINIA CONSTRUCTION CODE 2006 TYPE II-B FULLY SPRINKLERED ROOF COVERING CLASS "A" MIN. ALLOWABLE EXISTING CODE REFERENCE BUILDING HEIGHT 40' 26'-0" TABLE 504.3 NUMBER OF STORIES 2 1 TABLE 504.4 ALLOWABLE AREA PER FLOOR 38,000 SF 29,930 SF TABLE 504.2 MIXED OCCUPANCY YES, NONSEPARATED TYPES OF CONSTRUCTION [CHAPTER 6] FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS): TABLE 601 LIFE SAFETY SYSTEM REQUIREMENTS BUILDING ELEMENT RATING REQUIRED YES NO EMERGENCY LEIGHTING X PRIMARY STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, TRUSSES) 0 HR EXIT SIGNS X BEARING WALLS INTERIOR & EXTERIOR -CH —R FIRE ALARM X SMOKE DETECTION SYSTEMS X NON -BEARING WALLS & PARTITIONS INTERIOR & EXTERIOR 0 HR PANIC HARDWARE X FLOOR CONSTRUCTION (INCLUDING BEAMS & JOISTS) 0 HR ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS & JOISTS) 0 HR RATED CONSTRUCTION [CHAPTER 7] EXTERIOR WALLS (705.5) NONE REQUIRED FIRE WALLS (706) NONE REQUIRED FIRE PARTITIONS (708.3) 1HR FLOOR AND ROOF ASSEMBLIES (711) NONE REQUIRED FIRE PROTECTION SYSTEMS [CHAPTER 9] EXISTING STRUCTURE FULLY SPRINKLERED PER 903.1.1 AND IS TO REMAIN SO THROUGHOUT THE WORK PER 906.1, PORTABLE FIRE EXTINGUISHERS ARE REQUIRED EXIT REQUIREMENTS [CHAPTER 10] NUMBER AND ARRANGEMENT OF EXITS MIN. NUMBER OF EXITS TRAVEL DISTANCE FLOOR, ROOM OR SPACE DESIGNATION I REQUIRED I SHOWN ON PLANS ALLOWABLE TRAVEL DISTANCE [TABLES 1017.21 ACTUAL TRAVEL DISTANCE USE / 2.190 GSF (F45 GYM) 1 2 1 2 1 300 93 REQUIRED DISTANCE ACTUAL DISTANCE SHOWN IN BETWEEN EXIT DOORS PLANS 22.5 118 18.75 112 DESIGN DEVELOP ARCHITECTURE • VISUALIZATION • ENTITLEMENT www.designdevelopllc.com ARCHITECTS DESIGN DEVELOP, LLC 418 East Main Street Charlottesville, VA 22902 Contact: Bob Pineo Phone: 434.443.4045 STRUCTURAL ENGINEERS F45 LANDLORD WORK No. Description Date F45 GYM - SUITE 150 WALKWAY THE SHOPS AT STONEFIELD 2075 Bond Street CHARLOTTESVILLE, VA 22901 Cover Page Project number Project Number Date 2022-07-14 Drawn by KT Checked by BP 0001 u 1 2 3 4 3 Gl C 0 r_v A A A101 C1 LEVEL 1 - DEMOLITION PLAN 1/4" = V-0" n A.1 A2-- A201 A3 CONTROL JOINT A101 Al LEVEL 1 - NEW WORK PLAN 1/4" = 1'-0" 35 17' - 10 1' 3 1/� ^a— by _d p - a u- N C3 001 DEMOLITION LEGEND GENERAL NOTES EX. CONCRETE TO BE DEMOLISHED 1. ABBREVIATIONS REFERENCED FROM THE CONSTRUCTION SPECIFICATION L _ _ _ _ _ INSTITUTE'S UNIFORM DRAWING SYSTEM TERMS AND ABBREVIATIONS MODULE. nnnnnnnnnnnnnn uuuuuuuuuuuuuu EX BENCH TO BE DEMOLISHED 2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS BEFORE uuuuuuuuuuuuuu PROCEEDING WITH THE WORK. EX. CURB RAMP TO REMAIN AS IS 3. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. 0 EX. TREE PIT TO REMAIN AS IS 4. DRAWINGS DO NOT SCALE AND SHALL NOT BE SCALED. NOT IN SCOPE OF WORK NEW WORK LEGEND NEW CONCRETE PAD AND RAMP - EX. CURB RAMP TO REMAIN AS IS - EX. TREE PIT TO REMAIN AS IS NOT IN SCOPE OF WORK -'�- 0', 0"- " A201' ° < 4° 4 :a - "CONTROLJOINT- A3 LL N2 CONTROL JOINT A101 C3 SECTION THROUGH STEP 1/4" = V-0" A101A3 SECTION THROUGH RAMP 1/4" = 1'-0" 1/4"/1'-0" FF O 1/4" / 1'-0" 03 - PARPET L 19' - 11 " �-v -_LEVEL 1 n -0' - 0 5/8" 1 - PARPET t1 19' - 11" V - LEVEL 1 -0' - 0 5/8" DEMOLITION NOTES D1 REMOVE EX. CONCRETE SIDEWALK. D2 REMOVE EX. RAILING. D3 REMOVE EX. STEPS. D4 REMOVE PORTION OF EX. CONCRETE BENCH NEW WORK NOTES N1 NEW CONCRETE SLAB. N2 NEW 8" BEVELED CONCRETE WALL W/RAILING MATCHING W/STYLE AND MATERIAL EXISTING ONES ON SITE. N3 NEW CONCRETE RAMP. DESIGN DEVELOP ARCHITECTURE • VISUALIZATION • ENTITLEMENT www.designdevelopllc.com ARCHITECTS DESIGN DEVELOP, LLC 418 East Main Street Charlottesville, VA 22902 Contact: Bob Pineo Phone: 434.443.4045 STRUCTURAL ENGINEERS F45 LANDLORD WORK No. Description Date F45 GYM - SUITE 150 WALKWAY THE SHOPS AT STONEFIELD 2075 Bond Street CHARLOTTESVILLE, VA 22901 Demolition & New Work Plan Project number Project Number Date 2022-07-14 Drawn by KT Checked by BP A101 p 3 4 I DEMOLITION NOTES n C 0 n -IIIIIIIIIIIIIII—TOACCOMMODATENEW IIIIIIIIIIII CONCRETE SIDEWALK III IIIIIIIIIIII IAND RAMP (SEE PLANS) I I II I IIIIIII—III 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I A201 C1 DEMOLITION ELEVATION 1 1/4" = V-0" NEW WORK ELEVATION 1 03 - PARPET /1 19, - 11" V 01 - LEVEL 1 -0'- 0 5/8" 03 - PARPE� 19, - 11" V 01 - LEVEL 1 09L -0'- 0 5/8" A201 C3 DEMOLITION ELEVATION 2 1/4" = 1'-0" A201A3 NEW WORK ELEVATION 2 1/4" = 1'-0" 3 =PARPET 19- 11" I _LEVEL 1 -0' - 0 5/8', I- PARPET n 19, - 1 1 '' V - LEVEL 1 51 -0' - 0 65/ 5/8" D1 REMOVE EX. CONCRETE SIDEWALK. D2 REMOVE EX. RAILING. D3 REMOVE EX. STEPS. D4 REMOVE PORTION OF EX. CONCRETE BENCH. NEW WORK NOTES N1 NEW CONCRETE SLAB. N2 NEW 8" BEVELED CONCRETE WALL W/RAILING MATCHING W/STYLE AND MATERIAL EXISTING ONES ON SITE. N3 NEW CONCRETE RAMP. DESIGN DEVELOP ARCHITECTURE • VISUALIZATION • ENTITLEMENT www.designdevelopllc.com ARCHITECTS DESIGN DEVELOP, LLC 418 East Main Street Charlottesville, VA 22902 Contact: Bob Pineo Phone: 434.443.4045 STRUCTURAL ENGINEERS F45 LANDLORD WORK No. Description Date F45 GYM - SUITE 150 WALKWAY THE SHOPS AT STONEFIELD 2075 Bond Street CHARLOTTESVILLE, VA 22901 Demolition & New Work Elevations Project number Project Number Date 2022-07-14 Drawn by KT Checked by BP A201 E 3 4 A