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Home My WebLink AboutARB201700115 Plan - Revision 2021-02-01Architectural Review Board Amendment to a Site Development Plan Submittal Requirements Checklist Part A: Applicant Contact and Parcel Information Projectname: SAPON AND SWISHER DENTISTRY ARB# ARB2017-115 Tax map and parcel #: 06100-00-00-024BO Physical street address (if assigned): 80 W HITEWOOD RD Location of property (landmarks, intersections, or other): INTERSECTION OF HYDRAULIC & WHITEWOOD RD Contact person: KEVIN SCHAFER Business name: DESIGN DEVELOP LLC Address: 418 E. MAIN STREET City: CHARLOTTESVILLE State: VA Zip: 22902 Daytime phone: 434-665-4144 Fax: Email: KCCHAFER@DESIGNDEVELOPLLC.COM Part B: Revisions to a CofA / Amendment to a SDP Requirements Checklist Important Note: Submittal packages must contain (8) collated copies of all information unless otherwise indicated. A. Written description of the proposal X❑ Provide a description of the revised/amended proposal. Identify all proposed changes from the previously approved submittal. ® Provide a revised materials list if any of the building materials or material color(s) have changed. B. Site plan showing the following (drawn to the scale of 1"=20, clearly legible and folded): ❑ Show all proposed changes to the previously approved plan including site layout, landscaping, lighting, and all site features, with changed features clouded and clearly identified on the plan. ❑ Sheet number, total number of sheets, date of the drawing, date and description of the latest revision, and contact information for the firm preparing the drawings in the title block on all drawings. ❑ Provide the original plan and existing conditions. C. Appearance of the building(s) (architectural elevations, color perspective sketches, site sections): X❑ Dimensioned architectural elevations of the proposed building(s) showing all changes to the previously approved building(s) design. Elevations must be drawn to a minimum scale of 1116"=l'-0". A larger scale may be required. Include a building materials schedule and key on the elevation drawings. X1 One set of all building materials / colors if changed from the previously approved submittal. 1 Revised 7128110 i � DESIGN w DEVELOP 11 /03/2020: Transmittal Margaret Maliszewski, Principal Planner / County of Albemarle Department of Community Development 401 McIntire Road, North Wing Charlottesville, VA, 22902 Re: ARB-2017-1 15: Sapon and Swisher Dentistry Dear Ms. Maliszewski, Please find attached: (1) Copy of the Revised Elevations Regarding: A proposed exterior material change from Ipe shiplap siding on all window bump outs to Nichiha AWP 3030 Vintagewood in Cedar. Decription: Due to spiking lumber costs, the owners of Sapon and Swisher Dentistry de- sire to revise the selected Ipe siding with a more cost-effective, durable, and lower maintenance product. We've selected the Nichiha product because it most closely resembles the Ipe shiplap siding and is more in keeping with the commercial use (as opposed to a traditional lap siding material, which is more residential in nature). The "cedar" finish most closely resembles the previously specified "Deckwise Oil" treatment on the Ipe wood. The 3030 panel (in lieu of the AWP 1818) was selected to eliminate the need for any ver- tical joints on the panel, by being large enough to cover the entire diagonal side of the bump out. The 5/8" thick panel is rigid, durable, and comes with a 15 year manufactur- er's warranty. The elevations have notes from the manufacturer incorporated into the PDF and also link to standard manufacturer details. All Nichiha projects are subjected to manufacturer's technical review and a on -site pre -construction meeting to ensure high quality installation. Notes: A sample will be delivered tomorrow when Community Development is open. Please do not hesistate to contact me with any questions! nks! KLA'vin Schafer Design Develop, LLC. 434.665.4144 418 E Main Street Charlottesville, VA 22902 418 EAST MAIN STREET, CHARLOTTESVILLE, VA 22902 www.designdeveloplic.org • 434.804.8365 D. Additional material ❑ The applicant is welcome to submit any additional material that will make the revision to a certificate of appropriateness/amendment to a site development plan review more productive. Drawings or other submittal items that clarify topography, visibility, utilities, landscaping, or other unique or unusual conditions are welcome. Part C: Applicant Agreement Applicant must read and sign . Each application package must contain (8) folded copies of all plans and documents being submitted. Only (1) set of building material samples is required if the building materials have changed. All submittal items, including building material samples, become the property of Albemarle County. Applicants are encouraged to maintain duplicate copies of all submittal items in their own files. . All information in this checklist is required, unless specifically waived by the ARB, prior to processing a revision to a certificate of appropriateness / amendment to a site development plan review by the ARB. Additional submittal materials may be required, depending on the proposal. • Only complete application packages will be scheduled for ARB review. The application package is not complete without this checklist, completed, signed, and included with the required submittal materials indicated on the checklist. In representing the above referenced firm submitting this application for review, I hereby state that the information provided in this application, and all accompanying information, is accurate, true and correct to the bestf of my knowledge, and that the attached plans contain all information required by this checklist. 11/03/2020 of person completing checklist Date KEVIN SCHAFER, R.A. Printed Name / Title 434-665-4144 Daytime phone number of Signatory County of Albemarle Department of Planning and Community Development 401 McIntire Road, Charlottesville, VA 22902-4596 (434) 296-5832 Tel, (434) 972-4126 Fax www.albemarle.org 2 Revised 7128/10 j4nl 3 L-L+i — CONT. METAL COPING (TYP.) CONT. METAL FLASHING AT LEDGE SEE 2/A3.4 FOR TYP. PARAPET WALL DETAILS SEE 3/A3.4 FOR TYP. OVERHANG DETAILS — . — . — . — . — . — . _ . — . — . — . _ . — . — . — . — . _ . — . — . — . — . ................. _ ............. _ ... _ ............. _ ... _ . .V08EAVE 3 1 I. A D B c A CONT. METAL FLASHING AT SILL SEE 5/A3.4 FOR TYP. WINDOW DETAILS 1 ) SOUTH ELEVATION (WHITEWOOD ROAD 2.1 1 /4" =1'-0" 2 NORTH ELEVATION (HILLTOP GROCE 2. Ij 1 /4° =1'-0" _ . _ . _ . _ . _ . _ . _ , _ J, 606 PARAPET SEE SHEET A6.3 FOR CANOPY DETAILS DnnAA 174 CVU A I IQT C A KI h 592 T/ SLAB Z n (Do J N w �Q w> L u �w J Z LL, rn QV) �w Vo Q J W 00 = / U CONTACT: BOB PINEO TEL:434-806-8365 (E(:bob@designdevelopllc.com CONSTRUCTION SET September 14, 2018 Z (Y-) W 0 0 -0 N ry C %4 Q .0 W > O � N M0 0 W N 06 L v Z O CL Q �p TH op GI 8 Ro GEORGEP Lit NO.04010 3 = 9 CHI 2-cAb A2.1 - FRONT + REAR ELEVATIONS ISSUE DATE: September 14, 2018 A201 SHEET # 8 OF 24 CONT. METAL COPING (TYP.) SEE 2/A3.4 FOR TYP. PARAPET WALL DETAILS A I r � p An N 123 EXHAUST FAN CONT. METAL FLASHING AT LEDGE SEE 3/A3.4 FOR TYP. OVERHANG DETAILS — — D B C D A A 1 ) WEST ELEVATION (HYDRAULIC ROAD 2, 1 /4" = 1'-0" 6" LAMB TONGUE OVERFLOW DRAIN CONT. METAL FLASHING AT SILL SEE 5/A3.4 FOR TYP. WINDOW DETAILS —ROOM 104 EXHAUST FAN _},608EAVE *06 PARAPET 592 T/ SLAB —ROOM 106 MICROWAVE EXHAUST FAN .608EAVE C B D CRITICAL NOTE: RAISE SILL / BOTTOM FRAMING 13" ON BUMP OUTS AT W4. SEE SHEET A2.3 FOR W 1 FRAMING DETAILS. EAST ELEVATION 1 /4" = 1'-0" 19 I A _ , _ , _ , _ , _ , _ , _ , _ , _ , _ , J, 606 PARAPET T/ SLAB MATERIAL KEY LETTER SYMBOL DESCRIPTION A ELDORADO EUROPEAN LEDGE IN COTTONWOOD B IPE SHIPLAP SIDING FINISHED WITH DECKWISE IPE OIL C I EIFS SIDING PAINTED BENJAMIN MOORE 2118-40 "SEA LIFE" I * Window shall not dropass in belowe40%rance Corridors Visible lightrreflecttandmeet the ce (VLR) shaalllowing not exceed130%sible light transmittance (VLT) D I ANODIZED BRONZE ALUMINUM WITH CLEAR GLAZING / LOW E COATING* NT SYSTEM zn (Do J N w �Q w> L U Lli J Z LL, rn QV) �w Vo Q J W 00 = / U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com CONSTRUCTION SET September 14, 2018 Z � W 0 0 _0 N ry C %4 Q .0 W > O � N M0 0 W N 06 L v Z O CL Q 01P L1 p��p�LTFi 8R0 GEORGEP �z Lit NO.04010 3 = 9 CHI ZO A2.2 - SIDE ELEVATIONS ISSUE DATE: September 14, 2018 A202 SHEET # 9 OF 24 NOTES: 1. THIS CONCEPTUAL DETAIL IS A GUIDE FOR INSTALLATION OF NICHIHA PRODUCTS. ARCHITECTS/ENGINEERS/CONTRACTORS ARE RESPONSIBLE FOR SUCCESSFUL APPLICATION WHICH DEPENDS UPON SUBSTRATE DESIGN AND CONSTRUCTION BUILT IN ACCORDANCE WITH BEST PRACTICES AND LOCAL BUILDING CODES. 2. NICHIHA PANEL REPRESENTED HERE IS 5/8" NICHIHA PRODUCT, ADJUST ACCORDINGLY FOR OTHER NICHIHA PRODUCT THICKNESSES. 3. SHEATHING REPRESENTED HERE IS 1/2" PLYWOOD OR 7/16" OSB. IF USING OTHER THICKNESSES ADJUST ACCORDINGLY. 4. ADJUST FASTENER LENGTH TO COMPENSATE FOR UP TO 1" FOAM PLASTIC CONTINUOUS INSULATION. FRAMING MEMBER OPTIONAL SEALANT NICHIHA PREFERS NO SEALANT FOR VENTING PURPOSES (SEE INSTALLATION GUIDE) FACE FASTENER NICHIHA 10 MM SPACER EXTERIOR SHEATHING WEATHER RESISTANT BARRIER NICHIHA PANEL NICHIHA HORIZONTAL AWP - WINDOW SILL - FLUSH SCALE: 1 U2'= P-0" NOTES: 1. THIS CONCEPTUAL DETAIL IS A GUIDE FOR INSTALLATION OF NICHIHA PRODUCTS. ARCHITECTS/ENGINEERS/CONTRACTORS ARE RESPONSIBLE FOR SUCCESSFUL APPLICATION WHICH DEPENDS UPON SUBSTRATE DESIGN AND CONSTRUCTION BUILT IN ACCORDANCE WITH BEST PRACTICES AND LOCAL BUILDING CODES. 2. NICHIHA PANEL REPRESENTED HERE IS 5/8" NICHIHA PRODUCT, ADJUST ACCORDINGLY FOR OTHER NICHIHA PRODUCT THICKNESSES. 3. ADD STUD, BLOCKING AS REQUIRED FOR CLIP ATTACHMENT. 4. METAL FRAMING MEMBERS MUST BE A MINIMUM OF 18 GA. 5. MITER CUT PANEL EDGES TO APPROPRIATE ANGLE TO ALLOW UNIFORM SEALANT JOINT. 6. ADJUST SEALANT BACKER FLANGES TO APPROPRIATE ANGLE. FASTEN TO FRAMING, BLOCKING OR WOOD SHEATHING @12-14" O.C. OR UTILIZE CUSTOM CORNER TRIM. 7. THIS APPROACH MAY BE USED TO ACCOMMODATE RADIUS -LIKE WALLS UTILIZING FACETED, FLAT WALL SEGMENTS. DO NOT ATTEMPT TO CURVE PANELS. GENERIC WALL ASSEMBLY (ALWAYS SECURE CLIPS AND NICHIHA SEALANT BACKERS OR TRIM TO STRUCTURAL MEMBERS OR FURRING) SHEATHING WEATHER RESISTANT BARRIER SEALANT JOINT OVER ADJUSTED DOUBLE FLANGE BACKER �x NICHIHACLIP NICHIHA PANEL V SEALANT JOINT OVER ADJUSTED DOUBLE FLANGE SEALANT BACKER NICHIHA - HORIZONTAL AWP - NON-90-DEGREE CORNERS - GENERIC PANEL DETAIL SCALE: 3"= V-0" NOTES: 1. THIS CONCEPTUAL DETAIL IS A GUIDE FOR INSTALLATION OF NICHIHA PRODUCTS. ARCHITECTS/ENGINEERS/CONTRACTORS ARE RESPONSIBLE FOR SUCCESSFUL APPLICATION WHICH DEPENDS UPON SUBSTRATE DESIGN AND CONSTRUCTION BUILT IN ACCORDANCE WITH BEST PRACTICES AND LOCAL BUILDING CODES. 2. NICHIHA AWP REPRESENTED HERE IS 5/8" PRODUCT, ADJUST ACCORDINGLY FOR OTHER NICHIHA PRODUCT THICKNESSES. 3. SHEATHING REPRESENTED HERE IS 5/8" GYP. IF USING OTHER THICKNESSES ADJUST ACCORDINGLY. 4. A CODE APPROVED WRB IS REQUIRED. 5. COAT ANY CUT EDGES OF AWP WITH KILZ PREMIUM/MAX OR COLOR -MATCHED 100% ACRYLIC LATEX EXTERIOR PAINT. 6. ADJUST FASTENER LENGTH TO COMPENSATE FOR UP TO 1" OF FOAM PLASTIC CONTINUOUS INSULATION. FRAMING MEMBER SHEATHING WITH ULTIMATE CLIP WHEN USING OSB/PLYWOOD, NICHIHA SINGLE FLANGE SEALANT BACKER MAY BE FASTENED TO SHEATHING FINISH MATERIAL BREAK METAL L-ANGLE NICHIHA HORIZONTAL AWP - VERTICAL TRANSITION JOINT SCALE: 1 12" = P-0" 2. 3. THIS CONCEPTUAL DETAIL IS A GUIDE FOR INSTALLATION OF NICHIHA PRODUCTS. ARCHITECTS/ENGINEERS/CONTRACTORS ARE RESPONSIBLE FOR SUCCESSFUL APPLICATION WHICH DEPENDS UPON SUBSTRATE DESIGN AND CONSTRUCTION BUILT IN ACCORDANCE WITH BEST PRACTICES AND LOCAL BUILDING CODES. NICHIHA PANEL REPRESENTED HERE IS 5/8" NICHIHA PRODUCT, ADJUST ACCORDINGLY FOR OTHER NICHIHA PRODUCT THICKNESSES. SHEATHING REPRESENTED HERE IS 5/8" EXTERIOR GYPSUM WALLBOARD, IF USING OSB OR PLYWOOD ADJUST ACCORDINGLY. TOP OF PANEL DETAIL FRAMING MEMBEF SUPPORT CLIP DETAIL STARTER TRACK DETAIL METAL COPING FACE FASTENER NICHIHA SPACER NICHIHA CLIP FASTENED ON STUD WEATHER RESISTANT BARRIER SHEATHING NICHIHA STARTER TRACK NICHIHA ESSENTIAL STARTER FLASHING IIN. 1-2" ABOVE HARD SURFACE OR MIN. 6" ,BOVE FINAL GRADE NICHIHA HORIZONTAL AWP WALL SECTION WITH PARAPET SCALE. 1 1/2" = P-0" NOTES: 1. THIS CONCEPTUAL DETAIL IS A GUIDE FOR INSTALLATION OF NICHIHA PRODUCTS. ARCHITECTS/ENGINEERS/CONTRACTORS ARE RESPONSIBLE FOR SUCCESSFUL APPLICATION WHICH DEPENDS UPON SUBSTRATE DESIGN AND CONSTRUCTION BUILT IN ACCORDANCE WITH BEST PRACTICES AND LOCAL BUILDING CODES. 2. NICHIHA PANEL REPRESENTED HERE IS 5/8" NICHIHA PRODUCT, ADJUST ACCORDINGLY FOR OTHER NICHIHA PRODUCT THICKNESSES. 3. SHEATHING REPRESENTED HERE IS 1/2" PLYWOOD OR 7/16" OSB. IF USING OTHER THICKNESSES ADJUST ACCORDINGLY. 4. ADJUST FASTENER LENGTH TO COMPENSATE FOR UP TO 1" FOAM PLASTIC CONTINUOUS INSULATION. FRAMING MEMBER NICHIHA PANEL WEATHER RESISTANT BARRIER EXTERIOR SHEATHING NICHIHA 10MM SPACER FACE FASTENER 1/4" CLEARANCE FROM EDGE OF PANEL TO FLASHING 7" FLASHING NICHIHA HORIZONTAL AWP - WINDOW HEAD - FLUSH SCALE:1 U2'= V.0" NOTES: 1. THIS CONCEPTUAL DETAIL IS A GUIDE FOR INSTALLATION OF NICHIHA PRODUCTS. ARCHITECTS/ENGINEERS/CONTRACTORS ARE RESPONSIBLE FOR SUCCESSFUL APPLICATION WHICH DEPENDS UPON SUBSTRATE DESIGN AND CONSTRUCTION BUILT IN ACCORDANCE WITH BEST PRACTICES AND LOCAL BUILDING CODES. 2. NICHIHA PANEL REPRESENTED HERE IS 5/8" NICHIHA PRODUCT, ADJUST ACCORDINGLY FOR OTHER NICHIHA PRODUCT THICKNESSES. 3. SHEATHING REPRESENTED HERE IS 1/2" PLYWOOD OR 7/16" OSB. IF USING OTHER THICKNESSES ADJUST ACCORDINGLY. 4. ADJUST FASTENER LENGTH TO COMPENSATE FOR UP TO 1" FOAM PLASTIC CONTINUOUS INSULATION. FRAMING MEMBER NICHIHA PANEL WEATHER RESISTANT BARRIER SHEATHING SEALANT NICHIHA SINGLE FLANGE SEALANT BACKER NICHIHA CLIP NICHIHA HORIZONTAL AWP - WINDOW JAMB DETAIL - FLUSH SCALE. 1Y," = P-0"