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HomeMy WebLinkAboutZP-19-043 - 0277-0281 O'Brien Farm Road 2/26/2019CITY OF SOUTH BURLINGTON ZONING PERMIT APPLICATION Applicant: O'Brien Farm Road, LLC Applicant Mailing Address: 1855 Williston Road Applicant Email: nicole@obrienbrothersagency.com Application No: l 1 -0 -I 3 [office use only] Daytime phone: 802 658 5000 Property Street Address: 277-281 O'Brien Farm Road, South Burlington, VT 05403 Property Owner: O'Brien Farm Road, LLC Parcel Size: Total 39.16 acres Property Owner Mailing Address: Same As Above Tax Parcel ID No. 1. PROPOSED project including building dimensions (describe): Construction of a 3532 square foot duplex w( on Lot 09-103 and 09-104 of the O'Brien Farm Road subdivision, approved by Final Plat SD-17-17, including construction of a 6'x10' front porch, as well as a 8' x 15' rear deck on each. unit. See attached floor plan and elevation. 1628 square feet unfin. bsmt. 4 garage bays. Present USE(S) of the property: ✓Single family home on its own parcel ❑ Other (please state the USE per Land Development Regulations- retail, general office, multifamily residential, etc.): 3. List all resent Structures on property describe including dimensions or square footage of each): None P () P P Y( 9 q 9 ) 4. Does the project include a proposed change of USE? ❑No (the property will still be used for the same purpose) ❑✓ Yes (please state proposed changed or added USES per Land Development Regulations- retail, general office, multifamily residential, etc.): Residential Development Per Final Plat Approval SD-17-17 5. ESTIMATED total cost of improvements (materials and labor): $ Approx. $400,000 Direct Cos 6. Building footprint - i.e. size in sq.ft of main floor of house and all attached and detached structures including enclosed breezeways, garages, and sheds (describe): Existing: Proposed: 7. Total square feet of other impervious surfaces on site (i.e. driveways, patios, decks) Existing: Proposed: 8. ATTACH SKETCH PLAN OR SITE PLAN (not required if project consists ONLY of interior renovations or replacement of existing roof, siding, etc. in the exact same size) 9 APPLICANT/OWNER CERTIFICATION The and i ed pro, erty owner hereby consents to submit this application and understands that if the application is approved, the Zoni P it d any a ed conditions will be binding on the property. Evan Langfeldt CEO Properfy wne nature PRINT NAME Date T e u ersigned ' pp . nt hereby affirms that the information presented in this application is true, accurate and complete. Evan Langfeldt CEO �-� Applicant Signature PRINT NAME Datet OFFICE USE ONLY — ADMINISTRATIVE OFFICER ACTION — OFFICE USE ONLY DATE Received: 22 FEE Received: $ 2 I Z'B • ()gdentificaticn of zoning district: 12 Identification of proposed use: D 0PlAY- �� �w I 1.-3 �^ PROPOSED USE TYPE: EYI Permitted Conditional Date of SITE PLAN approval/denial Approval Date j Denial Date Date of SUBDIVISION approval/ denial Approval Date Denial Date Date of CONDITIONAL USE approval/ denial Approval Date Denial Date Date of appeal VARIANCE approval/ denial Approval Date Denial Date Date of MISCELLANEOUS approval/ denial Approval Date Denial Date © Provided applicant copy of URBEC or VCBE Standards Handbook or --]Not Applicable FINAL ADMINISTRATIVE OFFICER ACTION Z O N I N G P E R M I T ® APPROVED Approval Date , GAdministrative Officer's Signature Permit EFFECTIVE date ?✓ - I Permit EXPIRATION date l 2S/ ZO ZO DENIED T REASON for DENIAL i Denial Date Administrative Officer's Signature Notice of Appeal Rights: Any interested person may appeal this decision by filing a written Notice of Appeal with the clerk of the Development Review Board within fifteen [15] days of the date of this decision. The notice of appeal must be accompanied by a filing fee of $223.00. This permit does NOT authorize commencement of any development activity approved by the permit until the permit takes effect as set forth above. Site modifications and improvements made prior to this permit becoming effective may be subject to removal and site restoration if a timely appeal is commenced. NOTE: The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 2 I � Ilur�l I tT IIEFFF �_ ../ _ ��, I I liT IIIII 4_/' TT p /' /G �' ITT~r' / 'l • IF I II � 1 Y__ i\\1� tT P Il , < G;/i'Ij �� � ll • a , lAl l� l l / I Ij�l I l � l lt, \� • / l /6 /' G/ "°pj C_ / / Is�~ IIIIII I i, `-�-__,_ m /"_ /1 1 �/i • I�r IiF���Q f � ;l/i 1 � � Z � 1 ��l IIII 1_!!JI[JI�J, IFA� 1 rr �l(�! <`____jr �� I •ill/ / !. 8 r 11� I I* (IIII / #R 'a ' '111VVV _ 1 � I • >� Z Jill' ;$ • f %� 1/\\ / /'' ` `'i L= • C=� t iiill'If l' ,�;I ,.,,^f I Ilan rlll l ll1 .i 1 I 7®#x# ;y • I J_ I .I f 61 9 E� I 1 ,/I1—,G I i /ain T„n RGCHR I I lilt ®I'I I I III \ 71 y , IIIII, II I L M _ � I� • ' I ✓k __'-- 1 I ,III :i;z IR I IIIIII I � 3 • ®N ,.,; ' � ) 2^ I 'I A ®,mil i 1 i j 11'r \ I III"II 1 ; < / �• ._ < \ I �__ /I /''IIII I "I I /l//// 1 all FI ll�l 11 I w,r 1• \ I , I^ �I I I I II ' , 'I1IIIIIII II._ I I , O 1 I IIII III 3}i 1 I IIII I11 I� , 1 Ll_j I///// � I IIIII �Iti I hum. �I'iili'z iC 0 lily 19" 1: t� I �##### I Y IIIIII, 13 F w4 1 1 / A l i �; Iii311 �' z l ' III ' I , I Illllll I < ClTt\'tT_______ J = _____F____ I IIII R I - ___ li`l / 1 I, il�lii lull - -------� III ,III I i---'--- ' ', III III �' I-\-:.T.T\-• _ _ -------------- _ I(IYid�i-_i_, LJ_-_'n III itI I I 4 -. I I I I -- •- l i i 1 , l I II'I , !ILLl L1� 11 Igo _______� i lii+ Iy dll t �-1--r-r fY' G ii/�' i' I f✓ � O 1 �t' 6�l I i�1 / �.' �-' 11 /5'•li i i i �i ' I ' bb nit i ; I l\\ 1 I 1 I \ II Illllll �F 1 1 i a I 1 1 I IIIIII IIII ;'(; "mug 14'*� mearim tl I t$ III ,7.It1 I FEz 1 , I I II I I �� & Zoning Invoice IOWA— Residential Impact & Permit Fees southburlington Property Owners Name: O'Brien Farm Road LLC Property Location: 277-281 O'Brien Farm Road Amount: 13,544.90 Payment Type: Check # Date: 2/26/2019 Code Amount Due Zoning Permit (New Residential) ZP-19-043 zp Recording fee $ 13.00 plus 3532 sq. ft building at $ 0.45 per sq. ft. $ 1,589.40 plus 1628 sq. ft unfinished basement at $ 0.20 per sq. ft. $ 325.60 plus 4 garage bay(s) at $ 50.00 per bay $ 200.00 plus After -the fact of 50% [no NOV] or 100% [NOV] $ Zoning Permit Total $ 2,128.00 Sewer Allocation Fee WWA-19-09 #204 485.9 g.p.d x $ 11.92 $ 5,791.93 PBartlett Bay X Airport Parkway Re, �n Impact Fee #220 $ 3,330.16 South Village Recreation Impact Fee #243 $ - Road Impact Fee #221 $ 1,219.21 Fire Impact Fee #203 $ - Police Impact Fee #222 $ 949.60 Dorset Street Waterline Fee #230 $ - Sewer Connection Inspection WW-19-07 ww $ 63.00 tK Z $ 126.00 h1aJ -19-0a Total (Impact Fees + Permit) $ 13,544.90 Project Name & Address Property Owner Effective Date South Burlington Planning Zoning Single -Family Impact Fees 2-3 Unit Structure Residential Project Anticipated to be Completed by April 1, 2020 277 -281 O'Brien Farm Road D 0 PL6)G O'Brien Farm Road LLC calculated on 2/22/19 TOTAL IMPACT FEE 1 $5,498.98 Number of Units: 2 Dorset Street Water Line? (enter 1 if yes) I Fee )RECREATION FEE ROAD IMPACT FEE DORSET STREET WATER LINE POLICE IMPACT FEE Values: $1 665.o8 X Z 3330, 1. $6o9.61 Y. Z = 11S, I . VL $474.80 X0- 6719. Lt D DUPLEX (EACH UNIT HOUSE SQUARE FOOTAGE = 3532 UNFINISHED BASEMENT SQ FT. = 1628 # OF GARAGE BAYS = 4 ZONING PERMIT HOUSE 3532 0.45 1589.4 ZONING PERMIT UNFINISHED BASEMENT 1628 0.2 325.6 ZONING PERMIT GARAGE BAYS 4 50 200 SEWER ALLOCATION FEE 485.9 11.92 5791.928 RECREATION IMPACT FEE 2 1665.08 3330.16 ROAD IMPACT FEE 2 609.61 1219.22 POLICE IMPACT FEE 2 474.8 949.6 SEWER CONNECTION INSPECTION 2 63 126 Recording Fee 1 13 13 TOTAL PERMIT FEE 1 13544.908 Cost Code Total for Code Unit 1 Unit 2 20S-12 2115 1057.5 1057.5 205-07 5791.928 2895.964 2895.964 205-04 3330.16 1665.08 1665.08 205-03 1219.22 609.61 609.61 20S-06 949.6 474.8 474.8 205-07 126 63 63 205-09 13 6.5 6.5 • r REAL ESTATE DEVELOPMENT AND MANAGEMENT VIA HAND -DELIVERY January 24, 2019 Ms. Dalila Hall, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Zoning Permit Application O'Brien Farm Road, South Burlington VT 05403 Dalila, A., `A Further to Final Plat Permit SD-17-17, enclosed please find a zoning permit application for 24340 O'Brien Farm Road, South Burlington, Vermont 05403, Unit 101 and 102 on the Final Plat/Site Plan submitted as part of SD-17-17. This zoning permit request is for a unit which IS inside a phase that has submitted the required infrastructure letter of credit and three -party agreement. If not, the required letter of credit and three -party agreement are attached to this application. This zoning permit request is for a unit which IS inside a phase that has submitted the required landscaping letter of credit and three -party agreement. If not, the required letter of credit and three -party agreement are attached to this application in triplicate. Please sign all three copies and return two to our office. The approved landscape bonding scheme plan, as well as the approved bonding spreadsheet are also attached for reference. Attached please find a worksheet which is programmed with figures provided by the City, to determine the exact fee owed for this zoning permit. Per that spreadsheet, the requisite fee for this application is $13,544.90. A check for the requisite fee is enclosed. Attached please find a worksheet which is programmed to uphold the OBBA Design Memorandum for Home Farm, found within Final Plat Permit #SD-17-17. We have also attached our Hillside Home Models, which illustrates the different elevation variations for each of our homes. Key characteristics of each home are outlined in the spreadsheet, as summarized below, we are currently not requesting any identical homes or exceptions to what has been permitted per the Final Plat Permit #SD-17-17. Existing Proposed Identical Elevations on adjoining No No lots or across the street No Identical Elevations more than No No 2x on Laurentide Ln No Identical Elevations more than No No 2x on Ledge Way J F8Q4 `' No Identical Elevations more than NA NA 2x on Split Rock Court No Identical Elevations more than NA NA 3x on Two Brothers Dr No Identical Elevations more than No No 3x on Downhill O'Brien Farm Rd No Identical Elevations more than No No 3x on uphill O'Brien Farm Rd No single -color palate more than No No 1 Ox in subdivision This application requires a sewer connection and allocation. Attached to this letter please find the sewer allocation tracking spreadsheet for the Hillside project. This includes information on the current allocation and connection request as well as information on previous requests. This spreadsheet also has the address of the unit seeking connection. Historical data and requests are filled in for reference in issuing this new letter. A Wastewater Connection application is also attached. Lastly, a copy of Sheet C-7 from the approved project plans is attached. The current plan is to construct Unit 101 and 102. Please contact us with any questions or concerns. Enclosures l Sincerely, Nicole Benton, Process & Warranty Manager VPDA-1f,, O�F P D D (Z. VA44Ct Dalila Hall `m: Nicole Benton <nicole@obrienbrothersvt.com> Sent: Tuesday, February 5, 2019 1:18 PM To: Dalila Hall Subject: Submitted Zoning Permit for 263-269 Change Good afternoon Dalila, I was just notified that we are changing the address/location of which lot we are starting to construct on. We wont be constructing 263-269 as I originally submitted for (yesterday), we will actually be submitting for 277-281 O'Brien Farm Road. It will be the same house plan, so nothing changes except for the address. Do you need me to resubmit the cover page with the new address and lot numbers? Or could I just stop by and make the changes on the submitted documents with my initials? Whichever is easiest/by the books. Thank you, Nicole Nicole Benton Process & Warranty Manager O'Brien Brothers Agency Office: 802.658.5000 )ll: 802.825.3940 1855 Williston Road South Burlington, VT 05403 www. obrienbrothersvt.com O'Brien Brothers Building Community Since 1958 "Celebrating 6o years in business with a new brand, a new website... and the same commitment to community minded development!" No Text No Text PLAN )TES IASHER. GERATOR. E W/ HClO.—RO. CABINETS. i CABINETS. R CLOSET. INK. LINK. 'ER (SIZE PER PLAN). HOWER (SIZE PER PLANI.S SHELVES PER BUILDER PEC. ER. R. IF SHELF ABOVE. &SHELF. ACCESS (-3D' U.N.O.). RAIL, IF OVERHEAD GARAGE DOOR IN OPEN ION. 'DE 518TYPE'X' GYPSUM BOARD IN GE AS REOURED BY CODE. GARAGE FLOOR 1/6' PER FOOT ,RD GARAGE DOOR OPENING. IF SOFFIT ABOVE (REFER TO EXTERIOR &TIONS FOR HEIGHTS AND DETAILS). UM BOARD SOFFIT (HEIGHT AS NOTED). IF FRAMING ABOVE. IF FRAMING BELOW. CH EXTERIOR GUARDRAIL W/ 3TERS TO BE SPACED SUCH THAT 4' RE CANNOT PASS BETWEEN iTERS. 1LF WALL* 42' A.F.F. W/WOOD CAP. IF DECK ABOVE. POCKET. T PAPER HOLDER 18' MIN A.F.F. :L BAR 48" A.F.F. :L RING 48' A.F.F. ootages-F1 ELEVATION F1 168 SF S88 SF 1T66 SF 8148E Fation - F1 CONSTRUCTION ASSEMBLIES: ❑T THEFOLLOWINGKEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTgN: COMPOSITION ROOF SHINGLES ON ONDERLAYMENT CN ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 518' GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TVPI IOIN - WA ONCTR I LTmL $IDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2X4 STUDS, 16" O.C. OR 2X6 STUDS, 24" O.C. W/ NSULAnON IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. 82, TYPI AL STON V N R WAL DHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT SARRIERON EXTERIOR WALL SHEATHING ON 2. STUDS, 16' O.C. OR 2X6 STUDS, 24' O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTN]N: FINISHED FLOORING ON 314' FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEIUNG: 1/2'GYPSUM BOARD. D. f_ GRETE SLABESL CONSTSLAB MILD : 4' CONCRETE SLAB OVER 8 MIL. POLYETHYLENE VAPOR BARRIER OVER 4' MINIMUM GRANULAR ELL. GENERAL BASEMENT PLAN NOTES: ALL UNDNIENSIONED PARTITIONS (ti) ARE 31/2' ROUGH UNLESS NOTED OTHERWISE. R MAN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: •' AT PAD FOOTINGS, PROVIDE 8'XB" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6' WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS.ETC SHALLBE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. TRUSS MFG. TO SIZE MEMBERS. FASTENERS, HANGERS&SET SPACING FOR ALL TRUSSES. FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. • TYPICAL WINDOW HEAD HEIGHTS SHALLBETA" A.F.F. (U.N.O.) PROVIDE BLOCKING FOR AL GRAB BARS IN BATHS, SEE DETAILS J Q ^X W CL E i Cc u O C O L� W � •Mi m 0 O co U Q) Q LA O m U JOB NO PROJ AMR: DRAWN: CHECKED: FOUNDATION/ LOWER LEVEL PLANf1 CEDAR E-A0.6F1 CONSTRUCTION FLOOR PLAN ASSEMBLIES: KEYNOTES [j] THE FOLLOWNG KEYNOTES REFERENCE THE SYMBOLS AS 01 SINK WIGARBAGE DISPOSAL. 1SHOWN ON PLANS 02 DISHWASHER. A. ROOFCONSTRUCTION: 103 REFRIGERATOR. COMPOSRIONROOFSHINGLES ON 1W RANGE Wl HOO"ICRO. UNDERIAYMENTON ROOF SHEATHING IOB BASE CABINETS. ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS), 108 UPPER CABINETS. CELING'. Ss' GYPSUM BOARD OVER 110 WATER CLOSET. MOVAPOR RETARDER WITH 111 LAV. SINK. INSULATION ABOVE. 112 PED. SINK. 113 SHOWER(SIZE PER PLAN). BI. TYPICAL SING WALLCONSTRCICTION: SIDINGONWATERRESISTANT BARRIER ON EXTEROR WALL 118 T118'SNOW ER (SUE PER PLAN). SHEATHING ON N4 STUDS, 16 O.C. OR 117 LINEN SHELVES PER BUILDER SPEC. 26 STUDS, 2P OC, WI INSULATION IN 118 WASHER. 119 DRYER. CAVITIES. INTERIOR: IOGYPSUMBOARDOVER 121 LINE OFSHELFABOVE. MOISTURE VAPOR RETARDER. 122 ROD 6SHELF. 12,112 T N RWA R TI 123 ATTIC ACCESS(2II-U,N.O.). ADHERED 6YN HETIC STONE VENEER 124 HANORAIL. (INSTALLED PER MFR'S SPECS.) OVER 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. WATER RESISTANTBARRIER ON EXTERIOR WALL SHEATHING ON 2.4 127 PROVIDE SW TYPE"X' GYPSUM BOARD IN STUDS, 15' O.C. OR STUDS, 2A"O.C. GARAGE ASREOUREDBYCODE. W/INSUL.ATIONN CAVITIES. 128 SLOPEGARAGEFLOORI/8•PER FOOT IN1l2"GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. TOWARD GARAGE DOOR OPENIN(a' 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR TION D' FINISHED FLOORING FINISHEDG ON ELEVATIONS FOR HEIGHTS AND DETAILS). FLOOFRAMINGA SHEATHING ON FLOOR GYPSUM WARD (HEIGHT AS NOTED). DRAWINGS. L DRAWINGS. NOTED G AMINGASOP OVE, 192 LNE OF FRAMING ABOVE. IS2 FOOR CEILTUML MAIN FLOOR CELNG: 12' GYPSUM I" LNE OF FRAMING BELOW. 137 4YHIGH EXTERIORGUARDRALWI BOARD. IO D. CONCRETE SLAB CONSTRUCTN: V CONCRETE SLAB LIVER MIL BALUSTERS TO BE SPACED SUCH THAT4" POLYETHA- NEVAPOR BARRIER OVER SPHERE CANNOT PASS BETWEEN BALUSTERS. 4• MINIMUM GRANI IIAR FILL, 141 2. HALF WALL @ 42' A F F. W/ WOOD CAP. 147 LINEOFDECK ABOVE. 148 BEAMPOCKET. GENERAL FLOOR 150 TOILET PAPER HOLDER 19' MIN A.F.F. 151 TO ELBARAB'A.F.F. PLAN NOTES: 152 TOWEL RING 48• A.F.F. ' ALL PARTITIONS ARE AREDIMENSIONED31/2'UG HOUGH UNLESS 14T) THE ALL XTETHERDIIRIOR ME. ' NS AREOTED TO UNLESS FACEOF STUDS UNLESS NOTED FACE OTHERWISE. ' ALL ANG PARTLESS TOTE ARE 45 DEGREES UNLESS NOTED FEES U OTHERWISE. VERIFY AT • WAST ONE WINDKIEROW I LEAST ONE WINDOW N ALL BEDROOMS MEETS ALL EMER ESS R EOUIRE MEETS. REWIRTRICAL ELECTRI METER LOCATMECHIONS, EQUIPMENT, METER BINS, CONFIRMED ETC. SHALL BE CONFIRMED MECHANICALANDELECTRICALCONTNTRACTOR SHALL COORDINATE BUILDER SHALL COORDINATE WITH RELOCATION PRIOR TO RELOCATION S. EQUIPMENT AND METERS. • ALL TRUSSES BEAR ON Ofl WALLS AND/OR GIRDER TRUSS UNLESS NOTED ER ISE. TRUSS MB ' TRUSS MFG, TO 612E MEMBERS. . FASTENERS, a SET LLTHANGERS SPRANG FOR ALL TRUSSES. • FOR ADDITIONAL INFORMATION SEE OENERALNOTES AND DETAILS. • TYPICAL WINDOW MEAD HEIGHTS SHN.L BE ]/D A.F.F. ) W/ 'A.F G A.F.F (U 10)CLG.ANDT Cl-G. P OVIDE BLO KNCLG. • BARS IN BATHS, SE F ETALL GRAB BARS IN BATHS, SEE DETAILS are Footages-F1 ELEVATION Ft 1188 SF 688 SF 1T88 SF N 814SF levation - F1 -I.— O J 0 m X _W In E L cu LL O E E O O O1 Qi •i m 0 co 9. C Q N N _O m JOB NO'. PH OJ NGR: DRAWN'. CHECKED'. MAIN FLOOR PLAN-Fl CEDAR E-A1.6F1 uppul rwvi rail SCALE: 1/P . l'-V (22X94) I ) FLOOR PLAN KEYNOTES 101 SINK W/ GARBAGE DIS POSAL. 102 DISHWASHER. 103 REFRIGERATOR, 104 RANGEW/HOODM11CRO. 108 BASE CABINETS. 109 UPPER CABINETS. 11D WATER CLOSET. 11/ LAY. SINK. 112 PE D. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER(SIZE PER PLANT. 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD 8 SHELF. 123 ATTIC ACCESS (22M30"U.N.O.). 124 HANDRAIL. 1. LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE SIT TYPE"X' GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1l8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT(HEIGHT AS NOTED). 132 LINEOF FRAMINGABOVE. 133 LINE OF FRAMING BELOW. 137 4V HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERECANNOTPASSBETWEEN BALUSTERS. 141 214 HALF WALL @ 42" A.F.F. W/WOOD CAP. 147 LINE OF DECK ABOVE. 14B BEAM POCKET. 150 TOILET PAPER HOLDER I9"MIN A.-. 151 TO ELBAR48-A.F.F. 152 TOWEL RING 48" A.F.F. Square Footages-F1 ELEVATION F1 MAIN FLOOR LIVING 1168SF UPPER FLOOR LIVING 598 SF TOTAL LIVING 117W SF PLAN OPTIONS .IT FINISHED BASEMENT 18145F Elevation - F1 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. COMPOSITION OOF SHINGLES ON T ON ROOF MENTFRAMING G EMBERSOOF (AS ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: GYPSUM BOARD OVER MOISTUREE V VAPOR RETARDER WITH INSULATION ABOVE. Bt. SIDING LSIDIN WALL A ESIS IA TRUCTION: BA RI ON WATER EXTERIOR BARRIEROE NX 4SUWALL SHEATHING W O.C.STUDSUI-AO.C. OR CA STUDS, 24" .C. W/INSULATION IN CAVITIES. INTERI R 10GYPSUM BOARD OVER VA MOISTURE VAPOR RETARDER. B2, CONSTLSTONE VENEER WAIL ADHERED SYNTHETIC STONE VENEER (INSTALLEDD PER PER MFMFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 4- ST W/INS,16'O.C.OR AV STUDS, 24'O.C. WTERIO : ION1/2' IN CAVITIES. INTERIOR: VA GYPSUMBOARDOVER MOISTURE VAPOR RETARDER. C F WISHEDF WISHED FLOG- R SHEATHING ON FLOOR FRAMING AS NOTEDONSTRUCTURALDRAWINGS. MAIN FLOOR CEILING:1/2" GYPSUM BOARD. D. CCNCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL, POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: ALL UNDIMENSIONED PARTITIONS (M) ARE 31/2" HOUGH UNLESS NOTED OTHERWISE. ALL EXTERIOR DWIENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. AU -ANGLED PARTITIONS ARE. DEGREES UNLESS NOTED OTHERWISE. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT ANDMETERS. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS B SET SPACING FOR ALL TRUSSES FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. ' TYPICAL WINDOW HEAD HEIGHTS SHALLBE 8'-0 T/8" A.F.F. (U.N.O.) W/ 9'-1 1R" CLG. AND T-0T/B" A.F.F (UN.0) W/8'.1 I/8"CLG. PROVIDE BLOCKING FOR ALL GRAB BARS N BATHS, SEE DETAILS o z Z O y jU r W o BE .0 JOB NO: PRGI MCP: DR4WN: CXEG(FD. UPPER FLOOR PLAN•F1 CEDAR E-A2.6F1 Left Elevation SCALE 1A'-1'-0' (22113A) I ) 1_J I --I �, NI IR 1 ������ ������ ������ ������ ������ �����I III11 ������ . IIIII"I'III '�II" II'III IIIIII IIIII� IIII" I'llll I� Front Elevation SCALE 1/1 _ 1'HP (22>4M) f COMMONWALL I Rear Elevation SCALE: 1/8'-V-0'(22X34) - f COAMONWALL I I COILMONWALL GENERAL FLOOR PLAN NOTES: ALL UNDIMENSIONED PARTITIONS DOTHERWSE.HUNLESS ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. ALLANGLED PART TI NS ARE G DEGREES UNLESS NOTED OTHERWISE. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REOUNEMENTS. ALL ELECTRICAL AND MECHANICAL y EQUIPMENT, METER LOCATIONS, Z ETC. SHALL BE CONFIRMED BY O MECHANILALANDELECTRICAL (Jj CONTRACTORS. CONTRACTORS SHALLCOORDINATE WITH BUILDER R PRIOR TO RELOCATION OF p EQUIPMENT AND METERS. ALL TRUSSES TO BEAR ON w EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. _ TRUSS MFG, TO SIZE MEMBERS, FASTENERS, HANGERS 6 SET SPACING FOR ALL TRUSSES. FOR ADDITIONAL NFORMATION SEE GENERA NOTES AND DETAU, TYPICAL WINDOW HEAD HEIGHTS SHALL BE B'-0 TAT' A.F.F. (U.N.O.) WI 9' 1 1/8. CLG. AND T-01r8' AFT (UN.O.) W/ B-1 1/8" CLG. PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS. SEE DETAILS CONSTRUCTION yee, ASSEMBLIES: O T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS _ A. ROOF CONSTRUCTK)N: COMPOSITION ROOF SHINGLES ON LNDERLAYMENT ON ROOF SHEATHNG ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 54" GYPSUM BOARD OVER MOSTURE VAPOR RETARDER WITH INSULATION ABOVE. 8 1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON N,I STUDS, 16- O.C.OR NO STUDS. 2A' O.C. WI INSULATION IN CAVITIES. INTERIOR: 10 GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CCNSTPUCT10N: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MM S SPECS) OVER WATER RESISTANT BARRIER OI EXTERIOR WALL SHEATHING ON 2a0 STUDS. 16' O.C. OR N6 STUDS, - OO. WI INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER, C. MISTED SHEATHING ON FLO ON RA' R NOTED ON FLOOR FARMING AS NOTED ON STRUCTURAL DRAWINGS. MAN FLOOR CEILING: 112" GYPSUM BOARD. D. eCONET AR .OVERrTION: POLYETHYLEEVAPO SABRE 4-MINIUMGR VAPOR RILL. OVER A" MINIMUM GRANULAR FILL. ELEVATION KEYNOTES 201 ROOFING PER BUILDER SPEC. N3 6-LAP SIDING, 20A SHAKE SIDING. 210 ALUMINUM WRAPPED NO FASCIA. 211 ALUMINUM WRAPPED NO RAKE. 210 6lA�A TRWI. 215 S4 TRIM. 218 5MTRIM. 228 LIRB FRIEZETRIM. 220 BRACKET- FYPON BKT16X18X3 OR EQUAL Elevation - F1 -^ L O W E L LL- p U O E() E L= O c N T i O � O Q) ei �3 m m m s GD cn O AF C ViW C p PRGI NEIL CHECKED: JOB NO: DRAWN: EXTEROR ELEVAWINS4-1 CEDAR E-AUR 1 FLOOR PLAN CONSTRUCTION KEYNOTES ASSEMBLIES: t01 SNKWIGARBAGEDISPOSAL. OTHEFOILOWINGKEYNOTES 102 DISHWASHER. Ft FERENCE THE SYMBOLS AS 103 REFRIGERATOR. SHOWN ON PLANS A. ,S RANGE WINETS, :Rp. COOFCONSTRTION ROOFS SHINGLES 108 BABE CLOSETS. UN ERL YMENTON ROOF T 108 UPPER CLOSETS. WATERCLOSET. ON ROOF FRAMING MEMBERS (AS O FRAMING MEMBERS (AS ON NOTED NOTEDON FMMNGPUNS). 111 LAV. SINK. "I GEEING: EIB' GYPSUM WARDOVER MOISTURE VAPOR RETARDERARDERWITH 112 PED. SINK. INSULATION ABOVE. 113 6HOWER(SIZE PER PUN). 81. TYPICALSB)NGWALLCgJSTRUCTICN: 116 TUB�SHOWER(SIZEPERPUN). 11T LINEN SHELVES PER BUILDER SPEC, SIDING CFl WATER gESSTANT BARRIER ON EXTERIOR WALL ,is WASHER. SHEATHING ON 2114 STUDS. IT OC. OR 2x6 STUDS, 2P O.C. W/ SSIAARON S 118 DRYER. CAVITIES. 121 LINE OFSHELFABOVE. INTERIOR: 10 GYPSUM BOARD OVER 122 ROD B SHELF. 123 ATTIC ACCESS(2T.W' U.N.O.). MOISTURE VAPOR RETARDER. B2. TV?.ICAL STONE VENEER WALL 124 HANDRAIL. CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER 128 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. (INSTALLED PER MFR5 SPECS.) OVER WATER RESISTANT BARRIER ON 127 PROVIDE MB' TYPE'X' GYPSUM BOARD IN EXTERIOR WALL SHEATHING ON 2.4 GARAGE AS REOUIRED BY CODE. STUDS, 16'O.C.OR N6 STUDS, 24"0.C. 128 SLOPE GARAGE FLOOR 1/8 PER FOOT TOWARD GARAGE DOOR OPENING. WI INSULATION IN CAVITIES, INTERIOR: 1/T GYPSUM BOARD OVER 130 LSE OF SOFFIT ABOVE (REFER TO EXTERIOR MOISTURE VAPOR RETARDER. ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). C. TYPICALFLOORCONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR 132 LINE OF FRAMING ABOVE. SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. 133 LINE OF FRAMING BELOW. MAIN FLOOR CEILING: 1/2'GYPSUM 137 4T HIGH EXTERIOR GUARDRAILWI BALUSTERS TO BE SPACED SUCH THAT 4' BOARD. D. CONCRETESUBCONSTRUCTION: SPHERECANNOT PASS BETWEEN 4"CONCRETE BLAB OVER 6 MIL. BALUSTERS. 141 2.4 HALF WALL ® 42' A.F.F. WIWOOD CAP. POLYETHYLENE VAPOR BARRIER OVER 4' MINIMUM GRANULAR FILL. 147 LINE OF DECK ABOVE. 148 BEAMPOCKET. GENERAL BASEMENT 150 TOILET PAPER HOLDER I3' MIN A.F.F. 15, TOWEL BAR 4W A.F.F. PLAN NOTES: 152 TOWEL RNG48'A.F.F. ' ALL UNDMENSIONED PARTITIONS ITT) ARE 31/T ROUGH UNLESS NOTED OTHERWISE. ' F MAN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE R_OOi, PROVIDE THE FOLLOWING: •• AT PAD FOOTINGS. PROVIDE n8'CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHLENTOF POST BASE •• AT CONTINWLIS FOOTINGS UNDER FMAtNG BEARING WALLS, PROVIDE TWICE CONRNIX)US CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR B CENTERED ON FOOTING. • ALLANGLED PARTITIONS ARE 4E DEGREES UNLESS NOTED OTHERWISE. ' ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. ' WNDOWSUPPUERTOVERFVAT LEASTONE WINDOW INALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. • ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICALAND ELECTRICAL CONTRACTORS.CONTRACTORS SHALLCOORDNATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. • ALLTRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE ' TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS S SET SPACING FOR ALL TRUSSESI • FOR ADDITIONALINFORMATON SEE GENERAL NOTES AND DETAILS. • TYPICAL WINDOW HEAD HEIGHTS SHALL BE T-0' A.F.F. (U.N.O.) ' PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS Square Footages-F1 ELEVATION F1 LIVING 11685F IR LIVING 5885F 1 T66 SF D BASEMENT D 8145E Elevation - F1 0 J^ i 0 ^x W 0 E L ^. O W E E 0 O1 W S, = m W O co U Rll Q (A O m N "NO: PROINGR: DRAMS: CHECKED: FOIINDATIONI BASEMENT PLANFI JUNIPER F-A0.6F1 R b N Y FLOOR PLAN CONSTRUCTION KEYNOTES ASSEMBLIES: 101 SNKWIGARBAGEDISPOSAL. �THEFOLLOWINGKEYNOTES 102 DISHWASHER. REFERENCE THE SYMBOLSAS SHOWN ON PLANS 103 REFRIGERATOR. A. �FCONSTRUCTION: 104 RANGEW/HOODIMICRO. In BASE CABINETS. COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING 109 UPPER CAB INETS. M ROOF FRAMING MEMBERS(AS 110 WATER CLOSET. NOTED ON FRAMING PLANS). CEILNG: 5/8- GYPSUM BOMD OVER 111 LAY, SINK. NOISTUREVAPORRETARDERWITH 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). INSULATION ABOVE. Bt. TYPICAL SIDING WALL CMSTRUCTIOW 118 TUBISHOW ER (SIZE PER PLAN). SIDING ON WATER RESISTANT 117 LINEN SHELVES PER BUILDER SPEC. BARRIER ON EXTERIOR WALL 118 WASHER, SHEATHING ON 24 STUDS. 16.O.C. OR 26 STUDS. 24' O C. W/ NSILLATION IN 119 DRYER. CAVRIES. 121 LINE OF SHELF ABOVE. 122 ROD B SHELF. NTERIOR:1ZGYPSUM BOARD OVER MOISTURE VAPOR RETARDER, 123 ATTIC ACCESS (22'—U.N.O.). BP. TYPICAL TON VENEER WALL 124 HANDRAIL. CONSTRUCTION: ADHTALLEDPENR STCNE VENEER 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN PO6ITION. FA (WATER RESISTANT BARRIER ON VER 127 PROVIDE TYPE'X' GYPSUM BOARD IN EXTERIOR WALL SHEATHING ON 214 GARAGE ASRWUIREDBVCODE. 12B SLOPE GARAGE FLOOR I/8'PER FOOT TOWARDGARAGEDOOROPENING. STUDS, 1W O.C. OR 216 STUDS, 24- O.G. VYANSULATIONN CAVITIES. INTERIOR: L7GYPSUM BOARD OVER 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR MOSTUREVAPOR RETARDER. ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). O L fl 132 LNE OFFRAMNGABOVE. SHEATHING FL RFRA'VINNUIMING AS RUCTU AL DRAWNG NOTED ON SHEATHINGSTRUCTURAL L2 133 LINEOF FRAMING BELOW. MAN FLOOR CEIUNG: GYPSUMS 137 -HX3HEMERIORGUARDRALW/ BALUSTERS TO BE SPACED SUCH THAT 4' BOARD. D. CONCRETEa ABCp SPHERE CANNOT PASS BETWEEN 6QCTION: 4'CONCflETE SLMOVERB MIL. BALUSTERS. 141 2" HALF WALL ® 42' A.F.F. W I WOOD CAP. POLYETHYLENE VAPOR BARRIER OVER 4' MINIMUM GRANULAR FILL. 147 LINE OF DECK ABOVE. to BEAM POCKET. GENERAL FLOOR IN TOILET PAPER HOLDER I9-MN A.F.F. 15, TOWELBARWA.F.F. PLAN NOTES: 152 TOWEL RING 4W A.FF. ONS ' ALLUNDIARE UNLESS G UNLESS 311Z ROUGH N( EDOTHERWIBE.H • ALLEXTEIORDIMENSIONSARETO FACE OF STUDS UNLESS NOTED OTHERWISE. ' ALLANGIED PARTITIONS ARE 45 DEOREESUNLESSNOTED OTHERWISE. ' WNDOWSUPPLIERTO VERIFYAT LEAST ONE INDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. ' ALLELECTRICALANDMECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY ME MANICALAND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. • ALLTRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. ' TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS 8 SET SPACING FOR ALL TRUSSES. ' FOR ADDTRONAL INFORMATION SEE GENERAL NOTE AND DETAILS. • TYPK'ALWNCOW HEAD HEIGHTS SHALL BE 8'. 7/8' A.F.F. (U.N 0.) WI 9-1 1S' CLG. AND T-O TN' A.F.F (U.N O.) W/8'-1 1A' CLG. ' PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS Square Footages-F1 ELEVATION FI MAN FLOOR LIVING 11N SF UPPER FLOOR WING 598 SF TOTAL LWNG 1788 SF PUN OPTIONS OPT FINISHED BASEMENT 181,16F Elevation - F1 �A J 0 m X _0 0 Q E i CIO LL. CO U 0 1 C ^y QD L 0� O c Ln T O � C O CD m = m c _m 00 O Cn o "NO: PRGI MGK DRAWN: CHECKED: MAIN FLOOR PLAN-F1 JUNIPER F-A1.6F1 I ) I rL COMMONWALL Upper Floor Plan SCALE I1W. IW (-2 4) FLOOR PLAN CONSTRUCTION KEYNOTES ASSEMBLIES: 101 SIN(W/ GARBAGE DISPOSAL, THE FOLLOWING KEYNOTES 102 DISHWASHER. REFERENCE THE SYMBOLS AS SHOWN ON PLANS 103 REFRIGERATOR. A, ROOF CONSTRUCTION: 104 RANGEWIHOOD/MICRO. 1U6 BASECABINETS. COMPOSITION ROOF SHINGLES ON UNDERLAYMENTON ROOF SHEATHING In UPPER CABINETS . ON ROOF FRAMING MEMBERS (AS ,10 WATER CLOSET, NOTEDONFRAMNGPLANS). CEILING: 6/B• GYPSUM BOARD OVER Ill LAV. SINK. MID TURE VAPOR RETARDER WITH 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). INSULATION ABOVE. Bt. TYPICAL IN WALL CONSTRUCTION, 116 TUB/SHOWR(SIZE PER PLAN). SIDING ON WATER RESIST AT 117 LINEN SHELVES PER BUILDER SPEC, BARRIER ON EXTERIOR WALL tt6 WASHER SHEATHING ON 2.4 STUDS. 16"OC. OR 2i6 STUDS. 2C O.L. W/ INSULATICN N 118 DRYER. CAVITIES. 121 LINE OFSHELFABOVE. In ROD 6 SHELF. INTERIOR: 12• GYPSUM BOARD OVER MOISTURE VAPOR RETARDER, 123 ATTIC ACCESS 122'x30' UAG.). B2, TYPIG�c_TONE VENEER W� 124 HANDRAIL. CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER 1. LNE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. WATE NSTRESISTANT BARRIER D PER MFRS SPECON VEIL 127 PROVIDE 6A• TYPE•X'GYPSUM BOARD N EXTERIOR WALL SHEATHING ON tad GARAGE AS REQUIRED BY CODE. STUDS, 16' O.C. OR 216 STUDS, 20' O.C. 126 SLOPE GARAGE FLOOR I/6'PER FOOT TOWARD GARAGE DOOR OPENING. W/INSUATION IN CAVITIES. INTERIOR: 1/Z' GYPSUM BOARD OVER 1. LINE OF SOFFIT ABOVE (REFER TO EXTERIOR MOISTURE VAPOR RETARDER. ELEVATIONS FOR HEIGHTS AND DETAILS). tat GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). C' NPSHED FL00—TiING3iCTROR 132 LINE OF FIR MINGABOVE. SHEATHING ON FLOORFRAMNG AS NOTED ON STRUCTURAL DRAWINGS. 133 LNE OF FRAMING BELOW. MAIN FLOOR CEILING: 10 GYPSUM 137 42'HXXNEXTERORGUARDRALW/ BOARD. BALUSTERS TO BE SPACED SUCH THAT 4' SPHERE CANNOT PASS BETWEEN D, $5 ffi ETE SL AR GONSTRUCTIOM d'CONCRETE SLAB OVER 6 MIL. BALUSTERS. POLYETHYLRE VAPOR BARRIER OVER 141 tad HALF WALL 42 A.F.F. W/ WOOD CAP. d• MINIMUM GRANULAR FILL 147 LINE OF DECK ABOVE. 148 _MP°cKET. GENERAL FLOOR 1. TOLETPAPERHOLDERIB'MINA.F.F. 161 TOWELBAR48—F.F. PLAN NOTES: 162 TOWEL RING IB' A.F.F. ' ALL UNDIMERNSIONED PARTITIONS HUNLESS NOTEDOTHERWISE THRWISE.H • ALLE%TERIXI DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE • AU -ANGLED PARTITIONS ARE /6 DEGREES UNLESS NOTED OTHERWISE. ' WINDOW SUPPLIER TOVRFYAT LEAST ONE WINDOW INALL 8 DROOMS MEETS ALL EMERGENCY EGRESS REQUIR ENTS ' ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS. ETC. SHALL BE CONFIRMED BY MECHANICALAND ELECTRICAL CONTRACTORS, CONTRACTORS SHALLCOORDNATE WITH BUILDER PRINT TO RELOCATION OF EQUIPMENT AND METERS. • ALLTRUSSRTOSEARON EXTERIOR WALLS AND/OR GIRDR TRUSS UNLESS NOTED OTHERWISE. • TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS B SET SPACING FOR ALL TRUSSES. ' FOR ADDITIONAL NFORMATION SEE GENERAL NOTES AND DETAILS. • TYPICAL WINDOW HEAD HEIGHTS SHALL BE T4 7/8• A.F.F. (U.N.O.) W/ ,.I 1R' CLG. AND 747B' A.F.F (U.N.O.) W/8-4 IM' CLG. • PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS Square Footages-F1 ELEVATION Ft MAN FLOOR LIVING 11385E UPPER FLOOR LIVEN 5633E TOTAL LIVING 1T86SF PLAN OPTIONS OPTFINISHEDSASEMENT 81415E Elevation - F1 y� O J t 3 O m x _W CL cl E L w C LAL` o E O C C CD 7 •i m _W O U JOB NO: PROD NCR: DRAWN: CNECKM UPPER FLOOR PLAN-F1 JUNIPER F-A2.6F1 CONSTRUCTION ASSEMBLIES: THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION. COMPOSITION ROOF SHINGLES ON UNDERLAYMEWON ROOFSHEATHNG ON ROOF FRAMING MEMBERS (AS PC COMMONWALL NOTED ON FRAMING PLANS). CEILING: 5l8' GYPSUM BOARD OVER MOISTURE VAPORRETMDER WITH B I NSULATION ABOVE 12 81. SIDING - IW • R I STA TR K'TION' AD2 SIDING ON WATER RESISTANT 271 8 BARRIER G ON STUDS, TR WALL y SHEATHING ON CSTUDSIBTION IN •� 1Z' 2x6 CAVITIES. 26' O G. WI INSULATION N AD2 CAVITIES. 214 T MOISTURE VAPOR SUM BOARD OVER Jyple PILUF M07STURE VAPOR RETARDER. o -.-.-.---.-.-. ._._.-._._.-._.-._ _._. _._._ _ _ _._._._� .-4PP61 PLATE_ 82. CONSTRUCTIO VENEER WALL - - - - CONSTRUCTION' w 211 B lie (INSTALLED PER MFR'S SPECS ) OVER FMI�Y BARRIER ON PLATE_ FAMLVFLATE ?DI b EXTERIOR WWATERAALL SHEATHING ON 2x2 _ AD2 STUDS, IV O.C. OR M STUDS. V' O.C. p� pRA' _ _ $�1�-3LT�' 21- N, WI INSULATION IN CAVITIES, INTERIOR MOISTURE VAPORRETMBO RDOVER 9 @ I 223 C. TYPICALFLOOR CONSTRLX;TION: b 3 @ SHEATH NON FLOOR FMMING A AD.1S NOTED ON STRUCTURAL DRAWINGS, ADA MAN FLOOR CEILING: I/Y GYPSUM w!N FLQ➢!l _. .- _.M&"apOA_ -IARi Wo. _.MMFIWB_ BOARD. ---'-'--- D. CONCRETE ESL CONSTR6ML .-.-.-.-.-.- - - .-.-.-.--.-.-.- ® - - - - -.-. T. .F Z'CONCRETESLABOVER6ML 3N POLYETHYLENE VAPOR BARRIER OVER d- MINI MUM GRANULAR FILL. �A Q 0 3 ADz E11 GENERAL FLOOR J _11ASEMENT FLOO - - - PLAN NOTES: B T ALL UNDIMEN STONE D PARTIT ONS ^ (M)ARE 31/2'ROUGH UNLESS i Ap.2 AD.1 NOTED OTHERWISE. ALL Right Elevation Rear Elevation OTEOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED COAMONWALL OTHERWISRWIS E ALL ANGLED LESS NOTE ME G O SCALE: 1/8'. V-0-(a-) I SCALE: 1/B'. 1'-0'122r30) ------ -- - DEGREES UNLESS NOTED Q OTHERWISE. WINDOW SUPPLIER I VERIFY AT LEAST ONE WINDOW LL ALLBEDU EMERGENCY ERE ALL /� REOUIR MENTS EGRESS ALL ELECTRICAL ALL ELECT T, ME ER EOCAHANK'AL Q ETC SHALT,METERIRME SYS. ETC. SHALLLANDEL CTRIC& errut4 MECHANTRACTORS.0 CONTRACTORS Q CONLCOADRDINATE rrHSULS 201 SHALL COORDINATE WRN BUILDER PPoOR TO RELOCATION S.ALLT UENTANOMETERS.LY 2' ALL TRUSSES TO BEAR ON B 2NUSSUNNOTEDWISAD2cc IV TRUSSMMFG TO SIZEM MBERS. LSE. LLOFASTENERS. HANGERS S SET Li- SPACNG FOR ALL TRUSSES.CFOR ADDITIONAL NFORMATION SEE V/ �- _ - - -- _-----_ TGYPICALWNDOWENERAL NOTES /HEAD HEIGHTS E � TT SHALL BE 64 TAY A F.F. (U.N U.) W/ Q PROVIDE BLOCKING FOR ALL GRAB BARS INBATHS. SEE DETAILS OT L 2N � E 3. 3 ELEVATION .� 7-- :3 m AD' :Is KEYNOTES m � 2 ra _UPuRBO_�"_. 201 ROOFINGPERBUILDERSPEC. 0 _m MmPtATE—._.—.-.-__. _- _- _.-. -._.- -._._._-.-.-.-.- .-.-._ 203 SLAP SIDING. O :n 0 211 2W SHAKE SIDING, 210 ALUMINUM WRAPPED b8 FASCIA I q1 Z11 ALUMINUM WRAPPED bB RAKE. ® tlll 213 SN:A TRN. UL 215 SNOB TRN. w 1 218 3N�TRIM. >r I ® ® BE ® ® EH ® ® 223 SN.S FRIFSE TRH. Q ,y I ®® ®® ®® ®® 222 BRACKET FVPON BKT16X18%30R Epl T.Q.E.—.—.—. 'L COAfAOFIW 11 3 AD2 AD2 R 20 JOB NO: PROJ NCR: DRAM CHEGKBY. _BA.%MMTpyppR—.—.—_—._._.— —.—._ — _._.—.—...—.—.—.—.—.—.—.—.—..._ EXTERM ELEVATIMSFI Front Elevation JUNIPER SCALE II V-W(2b3C) Elevation - F1 F-A3.6F1