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HomeMy WebLinkAboutB18-0529_Approved Plans_1546529269.pdf *Ai OF pi g"44:# 3 0141 N WERNER RESIDENCE 01/03/19 1454 GREENHILL COURT, SUBDIVISION : GLEN LYON , LOT 1VAIL, COCOLORADO 81657 MATERIAL SYMBOLS: ABBREVIATIONS: GENERAL NOTES: DRAWING INDEX: GENERAL AND SITE N o „ AO.00 COVER II III HIEARTH C om= PLYWOOD ABV ABOVE L LENGTH 01 DO NOT SCALE DRAWINGS TOPOGRAPHIC SURVEY °' AFF ABOVE FINISHED FLOOR LDT LIGHT AND DRAPERY TROUGH ti AP ACCESS PANEL LT LIGHT TROUGH °' L F-W-W- AC ACOUSTICAL LTL LINTEL 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON X1 .O1 ARCHITECTURAL SITE AND LANDSCAPE PLAN-EXISTINGcs �o�o�o POROUS FILL/DRAINAGE FINISH WOOD THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING p 1�������4 ADD ADDENDUM LVR LOUVER ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR A1 .01 ARCHITECTURAL SITE AND LANDSCAPE PLAN-PROPOSED E ADJ ADJACENT MH MANHOLE ALT ALTERNATE MFR MANUFACTURE (ER) DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. Iii/ %// ii/i STONE MASONRY WOOD-ROUGH ALUM ALUMINUM MO MASONRY OPENING 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY a /////////// ARCH ARCHITECT (URAL) MIL METAL RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE BSMT BASEMENT MAX MAXIMUM CONSTRUCTION CONTINUES IN THOSE AREAS. DRAWING INDEX: ARCHITECTURAL E BRG BEARING MECH MECHANIC (AL) L <1 X2.01 LOWER LEVEL STRUCTURAL CONCRETE BLOCKING BVL BEVELED MC MEDICINE CABINET 04 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, 1" -p BIT BITUMINUOUS MEM MEMBRANE UNLESS OTHERWISE NOTED.SECTION AND ELEVATION DIMENSIONS ARE PLAN-EXISTING 0 �► BLK BLOCK M METER (S) TO TOP OF CONCRETE,TOP OF PLYWOOD, OR TOP OF WALL PLATES OR X2.02 MAIN LEVEL PLAN-EXISTING o BLKG BLOCKING MM MILLIMETER (S) BEAMS UNLESS OTHERWISE NOTED. I.., o b CONCRETE MASONRY UNIT GYPSUM BOARD BOT BOTTOM MIN MINIMUM D2.O1 LOWER LEVEL PLAN-DEMO BLDG BUILDING MIR MIRROR 05 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. _c71 CPT CARPET (ED) MISC MISCELLANEOUS LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL D2.02 MAIN LEVEL PLAN-DEMOu o 0 CSMT CASEMENT MULL MULLION MOUNTED FIXTURES,TOILETS, TOILET ACCESSORIES, CABINETRY, w / BATT INSULATION C CAULK (ING) NAT NATURAL COUNTERTOPS,SHELVES AND CLOSET RODS. A2.O1 LOWER LEVEL PLAN-PROPOSEDig AL CC a - _ > CLG CEILING NR NOISE REDUCTION CT CERAMIC TILE NOM NOMINAL A2.02 MAIN LEVEL PLAN-PROPOSED CLR CLEAR NIC NOT IN CONTRACT 06 O DENOTES DOORS. REFER TO FLOOR PLANS FOR LOCATIONS. REFER 10111001110111 TO DOOR SCHEDULE FOR DOOR TYPES. I.Ill..11l.11i RIGID INSULATION COD CARBON MONOXIDE DETECTOR NTS NOT TO SCALE X2.03 LOWER LEVEL RCP PLAN-EXISTING ............. COL COLUMN OPG OPENING 07 0 DENOTES WINDOWS. REFER TO WINDOWS AND FLOOR PLANS FOR �1 CONC CONCRETE OPP OPPOSITE LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. X2.O4 MAIN LEVEL RCP PLAN-EXISTING ( // I CMU CONCRETE MASONRY UNIT OPH OPPOSITE HAND D2.03 LOWER LEVEL RCP PLAN-DEMO 1-0-F �� 'rya / STEEL/METAL AS NOTED CONST CONSTRUCTIONOHOVERHEAD CONT CONTINUOUSPR PAIR08 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FITD2.04 MAIN LEVEL RCP PLAN-DEMO ICHA:L D. 0 CJT CONTROL JOINT PK PARKING WITHIN CEILING, FLOOR AND WALLS SPACES. VERIFY LOCATIONS WITH SUM 'N CPR COPPER PVMT PAVEMENT ARCHITECT. A2.03 LOWER LEVEL RCP PLAN-PROPOSED IIIIIIIIIIIIIIIIIIIIIIIIIIII CARPET CUST CUSTOM PL PLASTIC LAMINATE , 484 kalll DT DRAPERY TROUGH PT POINT A2.04 MAIN LEVEL RCP PLAN-PROPOSED �� DTL DETAIL PSF POUNDS PER SQUARE FOOT 09 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY 12.13.18 V DIM DIMENSION PSI POUNDS PER SQUARE INCH THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS A3.O1 BUILDING ELEVATION-DEMO AND PROPOSED SNS �� DR DOOR PL PROPERTY LINE PROJECT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE �p ARG DRW DRAWING QT QUARRY TILE ARCHITECT. A3.02 BUILDING ELEVATION-DEMO AND PROPOSED DF DRINKING FOUNTAIN REF REFERENCE 1 1 1 ELEC ELECTRIC (AL) REF REFRIGERATOR 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL A3.03 BUILDING ELEVATION-DEMO AND PROPOSED A4.00 U A EL ELEVATION (S) REIN REINFORCE (D), (ING) APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED A3.04 BUILDING ELEVATION-DEMO AND PROPOSED EELEVATOR REQ REQUIRED EQ EQUAL RES RESILIENT APPROVALS.THIS PROJECT IS GOVERNED BY THE INTERNATIONAL EXH EXHAUST REV REVISION (D), (ING) BUILDING CODE. CODE COMPLIANCE IS MANDATORY.THE A6.01 EXTERIOR DETAILS BUILDING SECTION REFERENCE ELEVATION REFERENCE EXTG EXISTING REV REVERSE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES EXT EXTERIOR RH RIGHT HAND NOT CONFORM TO ALL RELEVANT CODES INCLUDING IBC AND ALL 0 FOC FACE OF CONCRETE R RISER LOCAL AND REGIONAL CODES. DRAWING INDEX: STRUCTURAL iii 0 FOF FACE OF FINISH R&S ROD AND SHELF ICE FOM FACE OF MASONRY RD ROOF DRAIN 11 THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN S1 GENERAL NOTES AND SPECIFICATIONS W 0 CC FOS FACE OF STUDS RDT RECESSED DRAPERY TRACK APPROVAL FROM THE ARCHITECT & ENGINEER BEFORE ANY r 1 1 1 FIN FINISH (ED) RFG ROOFING CUTTING, NOTCHING OR DRILLING OF ANY CAST-IN-PLACE S2 FOUNDATION PLAN Z 0 A4.00 ..----• A4.00 FFE FINISHED FLOOR ELEVATION RM ROOM CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS l A FE FIRE EXTINGUISHER RO ROUGH OPENING WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. S3 MAIN LEVEL FRAMING PLAN 0 0 DETAIL REFERENCE DETAIL REFERENCE FDC FIRE DEPARTMENT CONNECTION R/S ROUGH SAWN S4 ROOF FRAMING PLAN J 0 FHC FIRE HOSE CONNECTION S SEALANT (EXTERIOR) FEC FIRE EXTINGUISHER CABINET SHTG SHEATHING " j FP FIREPLACE SHH SHOWER HEAD 12 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE Z MAIN 1 FPS FIREPROOFING, SPRAYED SHC SHOWER CONTROLS OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT DRAWING INDEX: ELECTRICAL AND LIGHTING 0a iht 100'0" A4.00 FLG FLASHING SM SHEET METAL APPROVAL PRIOR TO BEGINNING ANY SITE WORK. (1) > FLR FLOOR (ING) SIM SIMILAR XE2.01 LOWER LEVEL ELECTRICAL PLAN-EXISTING H FD FLOOR DRAIN SC SOLID CORE 13 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE HEIGHT REFERENCE SECTION REFERENCE FTG FOOTING SPEC SPECIFICATION (S) CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, XE2.02 MAIN LEVEL ELECTRICAL PLAN-EXISTING la 1,2 FND FOUNDATION SQ SQUARE MATERIALS, TRANSPORTATION,SUPPLIES, EQUIPMENT, ETC.TO OBTAIN FBO FURNISHED BY OTHERS STD STANDARD A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE DE2.O1 LOWER LEVEL ELECTRICAL PLAN-DEMO 9 iz D FPHB FREEZE PROOF HOSE BIB ST STAIN INDUSTRY. m 0 ROOM NAME FUR GAGED GA (ING)UGE STSD SSTEEL TORM DRAIN DE2.02 MAIN LEVEL ELECTRICAL PLAN-DEMO 0 v GALV GALVANIZED STR STRUCTURAL 14 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING E2.O1 LOWER LEVEL ELECTRICAL PLAN-PROPOSED HCIC GC GENERAL CONTRACT OR TEL TELEPHONE EASEMENTS OR SETBACKS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. J ( ) TV TELEVISION E2.02 MAIN LEVEL ELECTRICAL PLAN-PROPOSED J A GL GLASS, GLAZING REVISION REFERENCE ROOM NAME GYP GYPSUM BOARD THR THRESHOLD 15 PROVIDE ACCESS PANEL TO MOTOR FOR ALL WHIRLPOOL-TYPE TUBS. W HB HOSE BIB T&G TONGUE AND GROOVE COORDINATE ACCESS LOCATIONS WITH INTERIOR DESIGNER AND > Z HDW HARDWARE TOS TOP OF SLAB ARCHITECT TO PROVIDE INCONSPICUOUS LOCATION. J HDR HEADER TOS TOP OF STEEL ILI HTG HEATING TOW TOP OF WALL Z W GRID W11 I HVAC HEATING/VENTILATING/AC TB TOWEL BAR m HT HEIGHTTR TRANSOM PROJECT SUMMARY: A ill 0 HC HOLLOW CORE T TREADDti HM HOLLOW METAL TYP TYPICALII GRID BUBBLE WALL TYPE REFERENCE HOR HORIZONTAL UNO UNLESS NOTED OTHERWISE Code: 1141 HWH HOT WATER HEATER VB VAPOR BARRIER International Residential Code 2015 1 INCL INCLUDE (D), (ING) VIF VERIFY IN FIELD Occupancy: Two-Family Dwelling, R-3 ID INSIDE DIAMETER VERT VERTICAL r 4 A8.1 2 IBC INSTALLED BY CONTRACTOR VCT VINYL COMPOSITION C WATER CLOSET Separations: 1 Hour (residence/garage) 11 IINSTALLED BY OWNER WP WATER PROOFING 1 Hour (residence/mechanical) INNSS INSULATE (D), (ION) 3 INT INTERIOR WWF WELDED WIRE FABRIC JC JANITOR'S CLOSET W WIDTH, WIDE INTERIOR ELEVATION REFERENCE WINDOW TAG KIT KITCHEN WDW WINDOW ISSUED FOR: DATE: LAM LAMINATE (D) WO WITHOUT LAV LAVATORY WD WOOD TOV DRB FINAL REVIEW 11.19.18 LH LEFT HAND BUILDING PERMIT 12.13.18 ® STN----/---TILE DOOR TAG MATERIAL BREAK COPY RIGHT RESERVATION The drawings, specifications and other documents prepared by the Architect (Michael Suman Architect, LLC) for this project are instruments of the Architect's service for use solely with respect to this Project and, unless otherwise provided in writing, the Architect shall be deemed the sole and exclusive author of these documents and shall retain,without limitation, all common law, statutory and other reversed rights, includingthecopyright hereof. Noperson, whether © MICHAEL SUMAN ARCHITECT,LLC. copy g ALL ALL RIGHTS RESERVED. having come rightly into possession hereof or otherwise, shall employ these documents on any other project, nor SCALE: for additions to this Project nor for the completion of this DRAWN: MDS ARCHITECT: STRUCTURAL ENGINEER: CONTRACTOR. consentof the Architect and upct on expresswritten pp p SUMAN ARCHITECTS KRM CONSULTANTS, INC COLEMAN CUSTOM HOMES compensation to the Architect in an amount and kind PROJECT#: 1809 P.O. BOX 7760 P.O. BOX 4572 P.O. BOX 4724 satisfactory to the Architect. The Architect expressly SHEET TITLE: COVER SHEET AVON, CO 81620 VAIL, CO 81658 EDWARDS, CO 81632 claims all proprietary rights in the material which is issued 970.479.7502 970.949.9391 970.855.01 12 in confidence for design and/or construction purposes of CONTACT: MICHAEL SUMAN CONTACT:TIM HENNUM CONTACT: ALEX COLEMAND this Project as noted. These materials may not be EMAIL: michael@sumanarchitects.com EMAIL: tim@krmconsultants.com EMAIL: Alex@cchvail.com copied, modified, nor employed in any way without the specific prior written consent and permission of the Architect. AOIOO ©2018 Michael Suman Architect, LLC. All rights reserved. .5,41111111111111111111if. i 11 LP grli - 75.3' ' r h. 15, / 10107 IlA 3.3'� 01/03/19 / STRAW BALE DIKE INLET \ SD MIN. T / MAIL BOXES __lc W Y W W I n n . q'VERTCALFACE Epp.Z.' �' 10 MIN;. PAYEMaT MANHOLE 500 \ / PROJECT BENCHMARKRI E 7.7 zu BEDDING c=TH_ dR II(I .,. a1011 iiimmw ® RIM ELEVATION=8042.1' • PI AN VIEW -L / ui ANGLE FIRST STAKE TOWARD • CURB \ PRENWAY WD BALE ,�,MIN. / \/ . 1 - E%ISTNG / PAVEMENT II \ ROW �_ CMIN.-i_....../may $/ •� -----BOUND BALES PLACED ON FlLTEt 12YIN.J EMM / CONTOUR / FABRIC MOUNTABLE BERM I • DUSTING L PROFlI F (OPTIONAL) / ROUND 2 RE-BMS,STEEL PICKETS,OR 2•x2•STAKES I I • 1 1/7 10 2'IN GROUND,DRIVE STAKES T�,//T)�/��(�, BIM WITH BALES. I I /1 \I - CONSTRUCTION SPFCIFlCATIONS E 0. '/ I -�/tel\ //�!/�7T _ O 1 `1 ANCHORING DETAIL I. STONE SIZE-USE 2•CRUSHED SCREENED ROC(. x 1 2. LENGTH-AS REQUIRED.BUT NOT LESS THAN 50 FEET. X \ I I ! �/ 1 AU THIOHIESS-NOT LESS THAN SD(6)WCIES. / I �40' �/.� • 4. VALOR-TEN(10)FOOT MINIMUM,BUT NOT LESS THAN TIE FULL NM AT POINTS WHERE INGRESS I OR EGRESS OCCURS. \ \ I I I RIGy T, CONSTRUCTION SPECIFICATIONS A Rim CLOTH-WILL BE PLACED OVER THE ENTRE AREA PRIOR TO PLACING OF STONE G. SURFACE WATER-ALL SURFACE WATER ROWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES -- I I I O/� //)��,I SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL.A MOUNTABLE BERM WITH 5:1 _ I WA).) �V A=13°28'54" 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW SLOPES WILL BE PERMITTED. ---- I I I T. MAINTENANCE-THE ENTRANCE SHALL BE MNNTNNED INA CONDITION WHICH WILL PREVENT TRACKING WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REWIRE PERICOIC TOP DRESSING I I III 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4)INCHES,AND PLACED WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/CR CLEAN OUT OF ANY MEASURES / __ 8046.3' ) ) 1 SO THE BINDINGS ME HORIZONTAL USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,DROPPED,WASHED DR TRACKED ONTO PUBLIC I I I _ J. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. \ I R=245.00' \ 2 4 5.0 0 L 5 7.6 5 ORDEI!THROUGH THE BALE. THE FIRST STAKE W EACH BALE SHALL BE DRIVEN 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE WTD PUBLIC .- --4 _ TOWARD THE PREVIOUSLY WD BALE AT AN MOLE TO FORCE THE BALES TOGETHER. RIGHTS-DF-WAY. WHEN WASHING IS REWIRED,IT SHALL BE DONE ON AN AREA STADMZm MTH \ - I I , ,) STAKES SHALL BE DRIVEN RUSH WITH THE BALE STONE AND WHICH DRAINS INTO AN APPROYID SEDIMENT TRAPPING°EWE. 1/'�IH C 7 L/'�� a 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MME FROMPTLY A I V I I �J/ V°2 3 15 E 57.52' AS NEEDED BY THE CONTRACTOR. 9. PERIODIC WSPECTON AND NEEDED MNNIENANCE SHALL BE PRONDED ARTIER EACH RAIN. I 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS 50 AS NOT TO 10.STABILIZED CONSTRUCTION ENTRANCE MUST BE INSTALLED BEFORE BEGINNING CONSTRUCTION. ILI� `--\attak - I I BLOCK SH IMPEDE STORM ROW T DRAINAGE. �+ STRAW BALE DIKE 1 ■ STABILIZED CONSTRUCTION ENTRANCE �~\ ,' ■ N.T.S. ---- �A 1 �1 • N.T.S. �►�� �� � 80\8' DB•MIN.FENCE POST \ -\ \ \��� ��*N ejP f -- - CO YEN HIRE FENCE(14 N//2 CA MIN. MAX. \ _ \-------/ ,�--- �� c14 050' ; I • 1 ME9N SPACNG)lflM FlLIER OIAl{I OVIIt FBO MECO GTN BASIN CA. __- --- i�_ �._ tl 1((�� 0 LU 2o•MIN. I ® \" ^�-� +8052.5' �--- `7� �. `DIY UNDISTURBED GROUND 1'18N FD IFRC ND FOWL -x-�, \- _ /-----� �\\\ , � 4j• I • CONC. PAN RIP RAP !r* \ - '_,_z. EMBED FILTER GLOM 16•MIN. `fit•.,.. pAp MP(� lira: ±I��� ;� - - //� TT6 \ \ 8052.3' FOUND #5 REBAR & MIN.B•INTO GROUND / ��f Itf - T 8053.3' _ ____ N SECTION ��w44\� WM' • i1�1 Ir`i�T(L�l, :l� �.��) 5, _--_\ ``y te/ '- �- --------1 ----- - --\- 'NO 26626 CAP WOVEN WIRE FmCE(MIN.14 1/2 GAUGE, \ I / 1�-� `�• \ ��/'�"7 �V 8101 s ( em b o"_ --- - - �MAX.B•MESHSPACING) / l -_� ,. ......,..01244-1-m..„• �a - `• IA�� -` `--- - / _-' 10'MAX C.>b C. 36•MIN.FENCE PO515. n I„-, �� 4,Q4�j. - _``� - - -------- - GROUND (:,.. I; ( C)4. .---- MIN.18•INTO / ' - ' `'• +8054.5' - NW mum mu■ Nun �. v NP ""aMD �' \- kvir`7r '1A� �� 805 FOUND No. 5 REBAR MEI • ••IIII, •••'1■■ NSRLCKXS AND REMORAS. Y+ ( � -- �/�11 a7 ����(� o� �1'� r�,��'lCw�`• 5 � _ LTH PLASTIC CAP ,,,,$(.\74 15)/0 ���� PT MCP InflE REPLACE // 40,....,,,,; ,,,b,4____011......____ i L.S. No. 26626 111 ����� �� TMD I ���� / �/ +8058.5' ��ff� - T�i � �T� -4 HITT �.• .. arm .,"OP RLTER 1-� tl -� 111, ��. I,II,. IND Ot ETCH ASM LO / \ - •tom/ , 'G! �O� D���1! __ EC MIN. LMSUNSZEEINTACI (Lf., o n 1 W *i,/ / ������ ,�II���• 4\1)-- _ 8067.74- PERSPECTIVE VIEW Sh_TSACK /1:11:7'S4 NLET SEDIMENT CONTROL DEVICE ,,� '4� � / i� +8059.7 �\ n-��� 2236 � - ,„.....!13484 CONSTRUCTION NM,mi FABRICATED bl T FPNCF / •\ // / -8060,--__ �l ���� - �` `l-- -067.e -- 1. NOVEN'MBE FENCE N BE FASTENED SEGIRELY TO POSTS: STEEL OTHER T OR U TYPE OR �1' �y' 1 0,r �/3" 8R067.77 HENCE POSTS WITH HIRE TES OR STAPLES. 2•HN MRS T. ,��, ��11 _ �/ \� \\�l// <41. ,\ /11 ' 2 FlLIER GLOM TO BE FASTENED SEd1RELN TO FENCE: WOYIIN TIRE 14 1/2 GA 6" T if/' �/ ------ AT WIRE FENCE TNM TIES SPACED EVERY 24' MAX ME91 OPENING. \1 2 AT TOP AND MID SECTION. (� 't(^) I _ AU WHEN TWO SECTIONS ON FILTER GLOM ADJOIN EACH BIER CATH: FILTER X MIRTH 100%. /, I �•O' J - - \r\ , �06 A ■ OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES STMNNNA T14CM ON APPROVED '$ OO /JZ \ .V/' /� 0 A AND FOLDED. EQUAL lw h •9 ��- Qq1 \�\C'//� 4. MAINTENANCE SMALL BE PERFORMED AS NEEDED AND PREFABRICATED UNIT: GECFAB, ^ L/Y \• .:..r1. W T - ` /�►� TIKMATERIAL ILT FENCE. MIDI'BULGES.DEVELOP IN ENVIEQUARLFENf£,OR APPROVED `\ !NC') Ili �,._-,` Z - --_-, / \ =f --- - 5. SILT FENCE MUST BE INSTALLED BEFORE 1&: ' l\V' V J\ `v ----- BEdNNINC CONSINUCTION. / /\\ , 11.5' / CLUMN _ FENCE 8 SLTN.r �� / 1,2' / 0' �� PIEPi2' kT ` CANTI EVER,' `► 1/ io,,4--- DECK fi�jb/' W 8061.9' / I / Q EROSION C NTROL DETAj _ . FF 12.5' LI -- sos2.2' a (24.8') • :066.6' D,.\ ( +8063.3' la A1.01 SCALE: 1 " = 1(Y-0" / /---- \ \ � ./ 1'x7.3' +8061,5' • \ ( ' lionCANTILEVER • I I t I2� lii 0 CC / . / / ,, fib' ------ 3 AF �� gegallik �� �z„� 76'/ F , ( ��Zs nal ,/ / � \ \ iCOLUMN I : LO 1 1 065'` \ N 0.201 ACRES ' �� I / (�� \ ADDRESS: 1454E GREENHILL COURT .N i i 0 mi V� R@6" 'I / I //1E1\11A/C +8063.7 �18059.3' FF 8072.2' j� 1 8 u� ' I •, �1r r •111// 1/ ��1ry "� 1� 4`t'1' EXIS TIN/ ACCESS EASEMENT IRIi � � ' G DECK TO RE (n >/ (RECEPTION No. 649388) `- +8066.5' MAIN/ i 2.0' /I DECK �, ,'11 FOUND 5 REBAR & �; �: �� o EXISTINGWALKWgY -� 8071.0' CANTILEVERI '_Icbo� I /// la CC RED PLASTIC CAP ! ���� �� i 9>>• I �� (ti.\ 1 �sos�/3R O .. CIC 0 • / , c ,/ 7-_________. 1. z 2 01- w 0 .......... LS# 26626 Cb ®i CONDENS R I CANTILEVER �� ,o ` - „i/ 7.------ \\\l// �1 �\ �C ON INDIVIDUAL C �R LOCATIO 1 41 // �' � TRACT B I DNC. Pq N 1 ao5a1' \ CC A • PER MANU. / \ FOUND No. 5 REBAR ���'��\•\036" la E ���� I EXISTING REQUIREMENTS i I N _r J I ,'/ +8068.. /\ WITH RED PLASTIC CAP �� ��( E O NG I RIV AY I / / / L.S. No. 26626 ��� 0 I EW (NO ORK r • • �/, REMOVE � ; 96. % w ) I FF 8059.8' +8067.5" �`_ ml Z Z TREES ti60,It \ m�)� //8059.1, 2.0' ILill / / �, SS raj (� • 1 _ i�ii.tt(,11 � �1I p••• ` - .� 32.2' Pq , %/ \ ILI CC I2C 41,410. _7_ , .,,,Ifer:teasiiti ao __.-- : A w 0 Cil _ -___ iti � � m 8�x !,• 5 0' � ENCROACH CK BUILT UP TO 51 0„ ti / / ZO'� ►�-� ►�- fit` - /i - - � � �� � �•� ,s �0, / v AC ANENT ��� tJ� 1 �Y-I� �� y .�riC3 ;7•'� !�'��`806'�5�'<�1 '�\ ; --+8068.8' ��A* 80I L���/� LIMITS OF LINE• N `7/@��j`i% i c i'OF -.."Siii - =` t T i ?iiT=��( �j�(( -�( 1 6 DISTURBANCE FENCING 1. la �� . ti _ =X15"�� 1. / / _________L............ 16.69' . 411"01),( / 8070'- Uri I�. -1A ------------ -_- +8070.4 r MOVE T ------ - - -- NEM FOUND #5 REBAR & J REE _ � r RED PLASTIC CAPOEM - - - - ------ _______LW / LS# 26626 MI N86°50'02"W 121 .63 7\\____6 �_ _ '' -ionn - i 80 �- FOtJRTD #5 REBAR & • IFINAL ISSUED FOR: DATE: / \ \ /c/ RED PLASTIC CAP -- /�\\\ LS# 26626 I11.19.18 : �T / \ \ / LOT 2 vii Ar. ARC1 ,, .H1013,, ECTURAL AND LANDSCAPE SITE PLAN -PROPOSED / A1,01 SCALE: / LA\ D S C A P E KEY- 10. E I . DENOTES HEIGHT OF EVERGREE TREE /ansauf 10' O 2A0 / L18 EVERGREEN TREE DENOTES NEW EVERGREEN TREERESERVED. TO REMAINSCALE: 9 9 LANDSCAPE AREA REQUIREMENT: DRAWN: MDS DENOTES DECIDUOUS TREE ' LOT AREA .42 ACRES 18,295 SQ.FT. GRAPHIC SCALE TO REMAIN Pde DENOTES NEW 2''-3"CALIPER ASPENS �� SOFTSCAPE LANDSCAPE = 14,501 SQ. FT R 809 10 0 5 10 20 40 HARDSCAPE LANDSCAPE CORE DEVELOPMENT = 1,253 SQ. FT. E / I = 15,754 SQ. FT. DENOTES TREE TO BE REMOVED 0 DENOTES NEW 5 GALLON SHRUBS IN FEET LANDSCAPE REQUIRED 60% MINIMUM (18,295x60%) = 10,977 SQ. FT. ( ) NOTE:ALL AREAS TO BE REVEGETATED PER DENOTES NEW 5 GALLON SHRUBS CORE DEVELOPMENT HARDSCAPE MAX ALLOWED (10,977x20%) = 2,195 SQ. FT. / \ - . , , 1 inch = 10 ft. DESIGN REVIEW APPROVED SEED MIXTURE ���/// Al DENOTES GROUND COVER gOl / \ I I 1,4' ."' 111. 11, 4ti , i cp — 734.03 hi.a. ED01/03/19 Provide smoke and CO detectors throughout home per code (V PE g NoU • • r I- 1 o °N 2 JL5 V o E 7 ((�N� I V r I NEW WINDOW UNIT WITH41/4 W SILL AT 40"A.F.F. F. SECONDARY 0 N I _ co UNIT D U w N/ i o 0cc BEDROOM D a FIVE CLOSET5R @ 7.4" POWDER 114 FIVE < •• 4 @ 11" _ v) TWO 113 � ( / 111 BUILT-IN SHELVES LN.'" (,;,v � ( 0,. ,--- , 0[ � 1 1 I I I I I lUA '''-9, STAIF ��© 9R @ 7" 8 EQ.TREADS �� O0 � ��— c0 ICHA:L D. 0 SUM ,N REFRAMED STAIR, C.....-- F 48 -II DETAILS TO 0 12.13.18 ti0 BUILT-IN MATCH EXIST/ G n L 'c DESK C-110-) °2 NS�p ABC'N 0# NEW STAIR ° $ 907:73GUARDRAIL 3 x 6 4�� TO MATCH 7O o UPPER RUN DETAILS BEDROOM ' REPAIR LOOSE NEW - ONE cill11111111111111111111111111111104440444444%r STONE VENEER REDUCED 110 WALL STEP ' z i I III OQ FAMILY — / ( ROOM 5 _ .....••„,_,.....- L----1 � Q 109 m �107� �•� 47 la C) CCr r5 { Z 0 26x 68 - 0 fy ~ 0 EXTERIOR PLANTER Q ri-- -n1 �1la V J ENTRY STAIR 01:1 100 m4'-6" I BATH Z j T t NEW WINDOW �� EXISTING ,,,) ONE BATH O Q NOTE: UNITS, ALL THE 1 COLUMN TO �6 �$ 107 TWO 4"WIDE STEP cn ' SHEARREFERENCE STRUCTURAL FOR O SAME HEIGHT : `•' REMAIN m�\ti + 106 I_ AT b' 0"AFF ., SHEAR WALL LOCATIONS, °EQUIPMENT . TILE CONFIRM I REQUIRED ADDITIONAL SCREW MOVEABOVE NEW • CC PATTERNS, ADJUST WALL / > ❑ CI CC M THICKNESS AS REQUIRED AND CLOSET L� CLOSET W FURR OUT WALL FINISHES FOR : ONE CPT 0 FLUSH WALL FINISH. / \ BEDROOM CC =I RE:STRUCTURAL PLANS M 108 TWO y 105 0- Z MURPHY BED 4'-1" • FURR OUT WALL 0 0 la E BUILT-IN _ ❑ LOWER LEVEL DOOR SCHEDULE - WERNER RESIDENCE 12.13.2018 -EXISTINGEXTERIORST ED, ��� J Zz PAVING TO BE REPAIRED, NEW CASEWORK W DOOR ROOM TYPE SIZE HINGE TEMP MATERIAL GLASS NOTES CLEANED AND SEALED - WITH BENCH • Z la N EXISTING STEEL NO. NAME WxH VEW FROM OUT) U-VALUE NEW GUARD RAIL AT FRONT MUD er 0100 COLUMN W CC CC 102 SPORTS CLOSET HINGED 2 3°x 68 L/R WOOD WOOD INTERIOR DOORS,DEADBOLT ENTRY, SEE DECK DETAIL 1/A6.01 T c0 0 A la 0 I FOR SIM. RAILING DESIGN -BOOT DRYER ROOM • 3°x 6B 104 MUDROOM HINGED 3°x 6 8 L WOOD 20 MIN WOOD SOILD CORE-WEATHERSTRIPPING PLANTER o 104 ` 107 BATH ONE HINGED 2 6x 6 8 R WOOD WOOD INTERIOR DOOR c") c7 DN 1141.) 108 CLOSET ONE HINGED (2)26x 6 8 L/R WOOD WOOD INTERIOR DOOR • G • • NEW CASEWORK 4R @ 7" 110 BEDROOM ONE HINGED 3 0x 68 R WOOD WOOD INTERIOR DOOR o I 3T @ 1 1" r l 1 t 3' 2" •t Q NEW CLOSET CABINET NEW FRAMED STAIR AND LANDING `� moi. `` —. GENERAL NOTES: 1. PLAN ELEVATIONS REFERENCE ACTUAL SURVEY ELEVATIONS \ \ - NEW MECHANICAL ISSUED FOR: DATE: i „ EXISTING STEEL COLUMN 2. GRID LINES ARE CENTERLINE OF 51/2 WALL II SYSTEMS AND LAYOUT TOV DRB FINAL REVIEW 11.19.18 UNLESS OTHERWISE DIMENSIONED TO BE EXPOSED WITH ` TO BE DESIGN/BUILD IN 3. DIMENSIONED WALL OPENINGS ARE NOMINAL DIMS. U.O.N. INTUMESCENT PAINT FINISH NEW CONFIGURATION BUILDING PERMIT 12.13.18 COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW MANUFACTURER ROUGH OPENING DIMENSIONS. MECH 4. PROVIDE SOUND ISOLATION OF ALL MECHANICAL ROOMS. �� _/ 103 5. MECHANICALLY OPERATED WINDOWS PER WINDOW SCHEDULE 6. RESIDENCE TO INCORPORATE AN ADDRESSABLE FIRE ALARM SYSTEM CAR CHARGING 7. SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE EPDXY FLOORING PORT ' 8. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IRC AT GARAGE GARAGE 9. MINIMUM 2"SPRAY FOAM INSULATION BEHIND NICHES IN EXTERIOR WALLS \ 101 /102) 10. ALL INTERIOR PARTITIONS TO BE WOOD STUD WITH 5"GYPSUM BOARD,TYPE -----N-N X, ON EACH SIDE WITH INSULATION PER CODE, UNLESS DESIGNATED i - \ (2)26 x 6$ OTHERWISE, RE:STRUCTURAL NA 11. FOR ART, WINE RACKS AND OTHER SPECIALITY ITEMS, FINAL ADD TEMPERING HEAT TO 1 SPORTS ARCHITECTURAL BLOCKING TO BE FIELD REVIEWED. GARAGE AS RECOMMENDED BY CLOSET © 2018 MICHAEL SUMAN ARCHITECT,LLC. 12. REFER TO ARCHITECTURAL SUPPLEMENTAL INFORMATION BOOK FOR MECHANICAL SUBCONTRACTOR ` 102 ALL RIGHTS RESERVED. LOCKABLE ADDITIONAL CORE/SHELL INFORMATION AND SPECS. DOOR SCALE: 1/4"=1'-0" 13. ALL FLOOR VENT LOCATIONS TO BE COORDINATED WITH ROLLER SHADE ifDROPS TO ENSURE AIR INTRODUCTION AT INTERIOR SIDE OF SHADE. _ _��„a�l�_l DRAWN: MDS 15. CONTRACTOR TO IDENTIFY GLAZING HAZARDOUS LOCATIONS AND �� w PROVIDE SAFETY GLAZING PER IRC. SKI STORAGE 15. WINDOW AND DOOR OPENING LIMITATIONS PER IRC. co PROJECT#: 1809 16. DECK DRAINS, ROOF DRAINS, OVERFLOW DRAINS AND DOWNSPOUTS INTO nn nn nn nn nn nn nn nn A SHEET TITLE: FLOOR PLAN UNDERGROUND DRAINAGE SYSTEM TO DAYLIGHT PER CODE. DISCHARGE TO BE DOWNHILL AND AWAY FROM STRUCTURE. HEAT TRACE PIPE FROM INLET TO DAYLIGHT. 17. UNDERGROUND DRAINAGE SYSTEM IS A SEPARATE DRAINAGE SYSTEM FROM PERIMETER FOUNDATION DRAINAGE,SLOPE MIN.4' PER FOOT. MA2 1 LOWER LEVEL PLAN -PROPOSED 18. ONLY CERTIFIED FIRESTOP SYSTEM INSTALLER/CONTRACTOR TO INSTALL 0 / PENETRATIONS IN RATED OR FIRE SEPARATION WALLS. A2.O1 SCALE: 1/4" = 1,-U" PLAN NORTH 10.1 OF zo „,„:74.4401:4,. .th;114t m. , 6' 0 01/03/19 N PE (V � U � N n o °' U JL5 V V E EXISTING STONE FLOORING n N TO BE REPAIRED, CLEANED 4' AND SEALED Tu a -AT LIVING ROOM, INFILL WOOD FLOORING WHERE CURVED SEATING WAS REMOVED, E REPAIR EXISTING FLOORING,SAND AND RESTAIN i ., AT LIVING, DINING, KITCHEN AND STAIRWAY, STAIN COLOR TO BE APPROVED BY ARCHITECT o II -o N. F' RE:STRUCTURE FOR1.I. b SECONDARY 2' 10" 2' 10" 3" NEW SUPPORT POST = UNIT 1 NEW 1 NEW 1• DETAILS U N 0 T IT T Ix w a� - / X11 Oto Q ; � � STN---/-----WD STAIR -__*/1 SKYLIGHT ENTR1 Y -- 203 ' DN • 7R@7" � bT @ 11" '\740\ �"� (,..-----OV ( 0[ co i �ill ENTRY DN y ' , 1 0 QO ry CLOSET 9R @ 7" • STA R i� ICHA:L D. 1" I/� 202 8T 112 I C 1 REFRAMED �/ SUM 'N o �/� STN- -�WL� `'' STAIR 0 � � I _, I n� � � ..s.„.............: 4a4 � EXTERIOR PANTRY DESK �� ��1� 4 2��C3 ENTRY STAIR LIVING \ `SEABC' • 100 1 ROOM �\ 204 \ � REFURBISH ENTRY DOOR LU KITCHEN ASSEMBLY 205 I O FIREPLACE CENTERED NEW BUILT-IN BBQ ON SKYLIGHT DIVIDE WITH CABINET c// _SKY LLGNT i f1 ABOVE SURROUND IN NEW FIREPLACE FORM, (�J Q T.V. IS ABOVE FIREPLACE I O iii Q o C� NEW FIREPLACE FORM, 42" BUILT-INC) CC >- ORTAL MODEL150 SKYLIGHT STONE TOP GAS BBQ STONE TOP r O lz 1 I 11 I v) WITH T.V.ABOVE NEW MULTI-FOLD / EAST I J UP DOOR SYSTEM DECK HEATED STONE O R 1 L I R@ 3 1/2" 210 FINISH la 0 I I v 4 TJ l l 1 I 1 A6.01 1 0 ADD NEW GUTTER I - (J o 1 J / \) NOTE: AND HEAT TAPE L - 0- - - - - OVEN DINING la cc REFERENCE STRUCTURAL FOR SYSTEM TO EAVES OO O ROOM ��- SHEAR WALL LOCATIONS, REQUIRED ADDITIONAL SCREW OVER DECK 209 v ® Q CC M PATTERNS, ADJUST WALL - WEST SHELVES H _ > . <F'D A6.01 m 0 THICKNESS AS REQUIRED AND DECK 207 - 11 Li �� TYP. FURR OUT WALL FINISHES FOR 208 y FLUSH WALL FINISH. REMOVE EXISTING DOOR - 209 CC C.) 0 0 o NEW MANIFOLD J RE:STRUCTURAL PLANS UNIT- PREP FOR NEW 5 x 7 REMOVABLE Z J 0 0 DOOR SYSTEM TIED INTO O - ACCESS PANEL _ 9 xl 1_ _ I 0 la E DECK WATERPROOING A6.01 I �1 II T - ADD NEW GU ER Z REMOVE EXISTING DECK RAILING / OFFICE • C LOW CABINETS 016) i AND HEAT TAPE v J MAIN LEVEL DOOR SCHEDULE - WERNER RESIDENCE 12.13.2018 AND DECK PLANKING, REPLACE +._ � 207 _ 1 b x b$ SYSTEM TO EAVE W DECK WATERPROOFING, CONFIRM OVER DECK Z la DOOR ROOM TYPE SIZE HINGE TEMP MATERIAL GLASS NOTES DECK STRUCTURE TO REMAIN 1 CABINETS CABINETS EXT. WCCi:C F.D. V STOR. 0NO. NAME WxH wEwFROM OUT) U-VALUE N �R 207 OFFICE SLIDING 5°x 7 10 RE:ELEV. T WOOD/GLASS 0.35 SILL RAISED 2"-EXISTING HEAD REMAINS UP MASTER 216 NEW HEATED V 1:1 C I CLOSET FLAGSTONE FINISH T 1. 209 DINING ROOM MULTI FOLD 9°x 11 ° RE:PLAN T WOOD/GLASS 0.35 CUSTOM WOOD CLAD/GLASS EX.DOOR A i 215 17 NEW AND EXISTING 215 MASTER CLOSET HINGED 2 bX � $° R WOOD WOOD INTERIOR DOOR Ach _,:r., t Z W DECK 21 6 EXTERIOR STORAGE HINGED 1 6x 6 8 R WOOD WOOD EXTERIOR DOOR A6.01 Z o w I r SIM. NO HEAT, W q • 1/4-) °- o ISLAND SHADES FOR Fir.,pit to be UJ�liktad and have a 0 min -but off timer FLAGSTONE Fl ISH I Q Q m PRIVACY OV • WATERPR•OF I LAUNDRY TILE / rWD = w U Q / \ MEMBRANE I 211 3 I 1 WD "11 I"' _1 oQ E m ~1 I A:SEMBLY,SIM. • I L _ Z N - U- w GENERAL NOTES: 1/A6.01 _ N. 1 ® LL \ i Ak ISSUED FOR: DATE: 1. PLAN ELEVATIONS REFERENCE ACTUAL SURVEY ELEVATIONS 7 _ y WD o $ t LU A6.01 0 HANGING 2 x b Fe I 2' 6' •3'-234' 2'-0" 1 2' 7 • z SIM. TOV ORB FINAL REVIEW 11.19.18 2. GRID LINES ARE CENTERLINE OF 5/2"WALL = - UNLESS OTHERWISE DIMENSIONED POWDER \ > 0 <F.D' T U BUILDING PERMIT 12.13.18 3. DIMENSIONED WALL OPENINGS ARE NOMINAL DIMS. U.O.N. o BOOM ONE Q COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW n I- MANUFACTURER ROUGH OPENING DIMENSIONS. m 212 T.V. AND CABINETRY w 4. PROVIDE SOUND ISOLATION OF ALL MECHANICAL ROOMS. _1' - -WOOD FLOORING TO BE NEW WALL,- Z 5. MECHANICALLY OPERATED WINDOWS PER WINDOW SCHEDULE . . I CONTINUOUS FROM HALL TYP. ~ 6. RESIDENCE TO INCORPORATE AN ADDRESSABLE FIRE ALARM SYSTEM I TO MASTER BEDROOM >- 7. SMOKE DETECTORS TO BE INTERCONNECTED PER IRC CODE NEW MASTER A/C FAN Q 8. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IRC U COIL TO BE LOCATED IN MASTER "' 9. MINIMUM 2"SPRAY FOAM INSULATION BEHIND NICHES IN EXTERIOR WALLS Z CD:7:1 $ O 5„ SHOWER _ LU VOID ABOVE CEILING BEDROOM 10. ALL INTERIOR PARTITIONS TO BE WOOD STUD WITH GYPSUM BOARD,TYPE CONTROLS / \ / INSTALL OXYGENATION 214 w X, ON EACH SIDE WITH INSULATION PER CODE, UNLESS DESIGNATED SYSTEM FOR MASTER Q OTHERWISE, RE:STRUCTURAL BEDROOM 11. FOR ART, WINE RACKS AND OTHER SPECIALITY ITEMS, FINAL w TILE / -CPT ARCHITECTURAL BLOCKING TO BE FIELD REVIEWED. 02018 MICHAEL SUMAN ARCHITECT,LLC. 12. REFER TO ARCHITECTURAL SUPPLEMENTAL INFORMATION BOOK FOR FROSTED GLASS- © ALL RIGHTS RESERVED. ADDITIONAL CORE/SHELL INFORMATION AND SPECS. MASTER ENCLOSURE?? PREFAB z SCALE: 1/4"=1'-0" 13. ALL FLOOR VENT LOCATIONS TO BE COORDINATED WITH ROLLER SHADE - BATH SPA SPA 8'-4"x8'-4" DROPS TO ENSURE AIR INTRODUCTION AT INTERIOR SIDE OF SHADE. 213 DECK RECESSED FOR TOP TO DRAWN: MDS �SKYLIGH� 15. CONTRACTOR TO IDENTIFY GLAZING HAZARDOUS LOCATIONS AND 217 BE 24"ABOVE FINISH PROVIDE SAFETY GLAZING PER IRC. LRC. -h HEATED STONE ib DECKING PROJECT#: 1809 16. DECK DRAT S15. WINDOW AND ROOF DRAINS, OVERFLOW RAINSDOOR OPENING LIMITATIONS PERIAND DOWNSPOUTS INTO 0 MAKE UP l 0 IV AA / FINISH SHEET TITLE: FLOOR PLAN UNDERGROUND DRAINAGE SYSTEM TO DAYLIGHT PER CODE. DISCHARGE J TO BE DOWNHILL AND AWAY FROM STRUCTURE. HEAT TRACE PIPE FROM -I I- (1 I INLET TO DAYLIGHT. TOP STORAGE 17. UNDERGROUND DRAINAGE SYSTEM IS A SEPARATE DRAINAGE SYSTEM MAIN LEVEL PLAN PROPOSED CABINETS �� FROM PERIMETER FOUNDATION DRAINAGE,SLOPE MIN.4' PER FOOT. M 6 18. ONLY CERTIFIED FIRESTOP SYSTEM INSTALLER/CONTRACTOR TO INSTALL A6.01 A2. PENETRATIONS IN RATED OR FIRE SEPARATION WALLS. A2.O2 SCALE: 1/4" _ V-0" 02 19. PROVIDE NEW AIR CONDITIONING SYSTEM FOR MASTER SUITE ONLY PLAN NORTH e 0_ O01/03/19 II CCII(V � ^o U h n ; 1- N o 7g °' JL5 V V E 7 ((�N� ^V W r❑ l U go N I< wo N. r -0_ o b BEDROOM = -- - 0 FIVE � O wco ❑O 7 O Q °' EXISTING � � .`� 7 POWDER SD �❑O ❑O TWO / CLOSET [ O EXISTIND Q OF r 04 6. Nz- FIVE /OPEN F " ICHA:L D. 0 STAIR ` TO O 0— \ SUM 'N ` ABOVE SD 0 148a DOOR �0 12.13.18 V 0 - 1.,\: -vSE0 G�\�ti N O qR IP - 0 \ O _ SD 1 BEDROOM �� ONE 1'-611W 0 EXISTING k , El 4:1 EQ. 1 EQ. 0 0 O - W C) CC l Z o0 _ BATH 0 W V O FAMILY ONE F - J ROOM m. 1:1 J O CLOSET ABOVE SII CENTER LGZ EXISTING o ONE EXISTING TYPICAL BW� , 0 04 ABOVE O F O CD UI icl } Z-0" t 3'-0" TIVKI C m g 0 — y 0 SD CC Z J N ( 0 la -N 7 D = — _ I EXTERIOR ci‘ HALL .1 Z W ENTRY STAIR BETTWO M o — W °o _ _ W cc 4'-0" ° ® L AW MUD 0 0 — V ROOM ROOM _ W O EXISTING CEILING INSTALLATIONS ARE STANDARD LINEWEIGHT I O 1 J 1o LD r . . � NEW CEILING INSTALLATIONS ARE BOLD LINEWEIGHT WINDOW SHADE LEGEND KEY: — — CURTAIN TRACK OR ROD _ MECH V =VALANCE ROLLER SHADE 2' DEEP DIETRICH RC DELUXE RESILIENT CHANNEL J RR = RECESSED ROLLER SHADE ISSUED FOR: DATE: WM = WINDOW MOUNTED (1) LAYER QUIET ROCK GYPSUM BOARD ON TOV ORB FINAL REVIEW 11.19.18 ONE SIDE OF WALL IN LIEU OF GYPSUM BOARD M = MOTORIZED (RECESSED) — BUILDING PERMIT 12.13.18 MA = MANUAL OPERATION HIGH WINDOW ROLLER SHADE IN WINDOW C = CURTAINS-RECESSED TRACK TRIM VALANCE UNLESS NOTED OTHERWISE B = BLACKOUT MATERIAL D = DECORATIVE SHADE — SPA S = SOLAR SHADE lx6 T&G WHITE OAK SOFFIT DECKING WITH DECK RS = ROMAN SHADE a"SQUARE REVEAL I— GARAGE L o ADDITIONAL LAYER OF$"GYPSUM BOARD ON EITHER 2' RESILIENT CHANNELS DIRECTLY AT o ( ISTIND BOTTOM OF STRUCTURE OR ON METAL CEILING FRAMING AT DROPPED CEILING AREAS © 2018 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. QUIET ROCK GYPSUM BOARD ON EITHER 2' — SCALE: RV ED 1'0" RESILIENT CHANNELS DIRECTLY AT BOTTOM *. OF STRUCTURE OR ON METAL CEILING DRAWN: MDS FRAMING AT DROPPED CEILING AREAS PROJECT#: 1809 1 SHEET TITLE: RCP PLAN I-1 I- mLOWER LEVEL RCP PLAN -PROPOSEDA2. 03 \.___., rAii3 PLAN NORTH iii;605 e O01/03/19 II CC E (V � ^o U n [h] 1- N o 7g °' JL5 V 0 E 7 ((�N� ^V W r❑ l U IU) w ..,_ II• NEW LIGHT FIXTURE 0 AT ENTRY ROOM w o N. r o i - ') 'c-: / / \ . 1= 0 U L,63' 'cTI u 0 SKYLIGHT STAIR ENTRY / l- ex 6 N �� (.7; r 04 6.,,,.a) n ICHA:L D. O ENTRY ` CLOSET SUM N O F 31 L A �� C%� 12.13.18 k�V Z O �`�, D ARG�� 0 (5 KITCHEN w • •\ cli1111111111111111111111111iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiir O O SD LIVING SKYLIGHT ROOM O Vr O 1.1.1 °o DN 7:12 DN 7:12 > SKYLIGHT Q SKYLIGHT SKYLIGHT SKYLIGHT W C) CC o - NEW SOFFIT r z O O VV LI VIV • Q FORM ABOVE I W , -0— O jJQO JP 0 O O DINING J RANGE ROOM — VENT DN 3.5:12> 0 CP V O lig O • 2'-0" 2'-0" .. DN 7:12 DN7:12 o cn > , liii NEW CHANDELIER Ni II AT DINING ROOM 0 CC JI ROOM 0 o y v O ALIGN NEW FIXTURE O CC .1Z ' > la _ ImoOFFICE d O O- J Z W < DN 7:12 Z 04/1 la• Th 1_.1 a MASTER - • • EXT. W O ALIGN NEW FIXTURE O SD 3' b"VER.-EN CLOSET N STOR. .1 III 0 3'-0'• 6d dd ib gc 1. 4 1 €X.HEIG� U 0 EXISTING CEILING INSTALLATIONS ARE STANDARD LINEWEIGHT a ADJUST SLOPING CLOSET CEILING TO L, A - -• MAXIMUM HEIGHT. FIELD COORDINATE NEW CEILING INSTALLATIONS ARE BOLD LINEWEIGHT 0 PANELS EXISTING FIELD VERIFYSL�PE ATTIC ACCESS AND SOFFIT PER ARCHITECT. WINDOW SHADE LEGEND KEY: - - CURTAIN TRACK OR ROD LAUNDRY ABOVE Ciii NEW TELESCOPING V =VALANCE ROLLER SHADE t _. ATTIC LADDER RR = RECESSED ROLLER SHADE �" DEEP DIETRICH RC DELUXE RESILIENT CHANNEL 0 I� �F+ _ 2 POWDER n NEW SOFFIT AT ISSUED FOR: DATE: (1) LAYER QUIET ROCK GYPSUM BOARD ON ATTIC FRAMING WM = WINDOW MOUNTED ONE SIDE OF WALL IN LIEU OF GYPSUM BOARD - ROOM ONE ^ DOOR TOV DRB FINAL REVIEW 11.19.18 MA = MAONUOAL OPERATION(RECESSED) DN 7:12 0 ' I - HIGH WINDOW ROLLER SHADE IN WINDOW BUILDING PERMIT 12.13.18 TRIM VALANCE UNLESS NOTED OTHERWISE C = CURTAINS-RECESSED TRACK O � - C. o B = BLACKOUT MATERIAL F F o `SSD N D = DECORATIVE SHADE V 0 • Q lxb T&G WHITE OAK SOFFIT DECKING WITH S = SOLAR SHADE r DN 7:12 RS = ROMAN SHADE a"SQUARE REVEAL3'-0" WALL • VENT CENTERED ABOVE BATH/SHOWER, - - - o O / VAPOR PROOF RATED,TYPICAL ADDITIONAL LAYER OF i'GYPSUM BOARD ON MASTER N EITHER 2' RESILIENT CHANNELS DIRECTLY ATBEDROOM z BOTTOM OF STRUCTURE OR ON METAL CEILING \ \�\ (N I o FRAMING AT DROPPED CEILING AREAS CENTER LIGHTS BETWEEN SINK 7:12 z CENTER FAN V J COUNTERTOP AND SHOWER GLASS ABOVE TOILET, © 20ALL 18MIGHAELSUMANRESERVED.ARCHITEGT,LLC. RIGHTS QUIET ROCK GYPSUM BOARD ON EITHER 2' WALL, FIELD VERIFY V TYPICAL RESILIENT CHANNELS DIRECTLY AT BOTTOM MASTER WALL SCALE: 1/4"=V-0" *. OF STRUCTURE OR ON METAL CEILING BATH 0 1' b" 1''-6" 0 DRAWN: MDS FRAMING AT DROPPED CEILING AREAS SKYLIGHT • 2 0 o T T _� PROJECT#: 1809 CENTER LIGHT ABOVE - - ro !! SHEET TITLE: RCP PLAN SINK,TYPICAL clyi MAIN LEVEL RCP PLAN -PROPOSED A2.04 PLAN NORTH Cie rft. 0 -N07/1 01/03/19 i � - J iL ] iL ] iL ] X0'0 Fd'4 z Slatir:o lin 17i 44i liv 4'10P3P2. X07 01/03/19 - - J - \. - - - - - it - - - - - - - - - T 7 cril �d L - - - - - 6., AT SPA DECK, (LOWER DECK) • ui I /�� — - - - - - - - - - - - - - I REMOVE ENTIRE DECK I I �A - - - - - ] - ►_ 1111 1 AT EAST DECK, (UPPER DECK) • REMOVE EXISTING DECK RAILING • AND DECK PLANKING, DECK STRUCTURE TO REMAIN • F z to 0 E 1 / / — 1 / a / LLI ■ • / MAIN LEVEL F.F. d EL: - = \ = = o_ • i \ 7cc LU 0 H \ 41 . ENTRY LEVEL F.F. \ _ EL: 67'-9 1/2" • 1 i ,,,_ cg ' 04 , y 'R'S74 LOWER LEVEL F.F. K....__C 0 %i C ' EL:62'-2" ; • . . I OWFR LEVEL F.F. r EL:59'-9 1/2" di • 2 SOUTH ELEVATION - DEMO CX U1 0 A3.02 SCALE: 1/4" = 1'-0" , Z 0• . CI j .Illi1► • ig ..4111111111.16- 47) in > .. _ L - - _ - L _ L - - _ _ , _ _ ., > la „,,,I= COMN C1C 0 AT SPA DECK, (LOWER DECK) I- - - - - - ��� INSTALL NEW DECK AND RAILING Z CC =I 0 11,1 E 1 1 �� - _ - _ - - - -- - - -- - _ - - - -- - - -- - 1ALIGNING WITH EAST DECK, PREFAB I I Ad ,` SPA TO BE RECESSED WITH 24" 1 I — IT I I^ � � — IT I �^ � � — IT I �^ � � — IT I I^ � � — IT I �^ � � — I � � � EXPOSED EDGE Z ZILI CIC CC 4 / .,- II / 1 I / I PREFAB SPA o / _ I N MAIN LEVEL F.F. / I - EL:72'-2" • \ I ISSUED FOR: DATE: \ I \ TOV DRB FINAL REVIEW 11.19.18 \\ - ALENTRY LEVEL F.F. / \ \ j BUILDING PERMIT 12.13.18 EL:67'-9 1/2" ELEVATION KEY NOTES: pOj� I '> - O NEW WINDOW OR WINDOW GROUP � *4M �i LOWER LEVEL F.F. L EL:62'-2" 10 ® NEW DOOR OR DOOR GROUP -,_.,' ��� ' . 'P �, . MICHAEL SUMAN ARCHITECT,LLC. 5 x 8 I /� � �.� - LOWFR LEVEL F.F. Q . RIGHTS GENERAL NOTES: EL:59'-9 1/2" 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD- NEW WINDOW AND DOOR CLADDING TO MATCH EXISTING DRAWN: 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO MATCH EXISTING EXCEPT COPPER ELEMENTS TO REMAIN NATURAL FINISH. 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. PROJECT 809 WINDOW REP.TO FIELD VERIFY ALL EXISTING AND ROUGH OPENINGS. ELEVATIONS 4) EXTERIOR LOUVERS/VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 5) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR 6) HALL RAND TO SBE SUBMITTED TO i SOUTH ELEVATION - PROPOSED ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION 7) ALL NEW TRIM DETAILS TO MATCH EXISTING A3.02 SCALE: 1/4" = 1'-0" A3. 0 170 Z CV f02. 4:0 kt0 -ji g07 01/03/19 .11 I I►_. REMOVE EXISTING _ - - _ - _ - ] _ _ WINDOWS AND PREP FOR NEW EXTERIOR WALL .4 - - - - - - - - - - - - - - - - ] - i- INFILL A L - \, J - 6. I I I II 11 11 I I 11 11 11 11 III I - h.._ L LJ _ ,. - 7 1 ..g I.._ L _ _I -J - - J - - — — II 1 1 1T11 1 1 - - T 1 1111 11 1 II II IT I I I 1 ' • • � 7 717 7 7p IF7 -111- 711- -II 11 ir 11 III III III • L��J1 1 1 1 1 1 1 ELIMINATEJ L J 1 I WINDOW SECTION ANDNDPREP W FOR NEW WALL c AND FIREPLACEo III F z u) 0 L IL _IL II_ I III AND WINDOW UNIT REMOVE EXISTING DIVPREP\h IDES,- NEW SINGLE DOOR SYSTEM 0 a • • MAIN LEVEL F.F. EL: 72'-2" C� • LLJ 0 1— I I I 7 r 7 AT EAST DECK, (UPPER DECK) • __ REMOVE EXISTING DECK RAILING AT SPA DECK, (LOWER DECK) 1 AND DECK PLANKING, CONFIRM REMOVE ENTIRE DECK DECK STRUCTURE TO REMAIN REMOVE WALL AND FOUNDATION L • FOR NEW BEDROOM WINDOW _ /\<(,4 61:47 1 COIr 1HuAkl:,1C--;:ND. 84 LOWER LEVEL F.F. ' EL: 62'-2" ; I ARN- 11111 • EAST ELEVATION - DEMOcx la 0 WINDOW SCHEDULE - WERNER RESIDENCE _ 12.13.2018 A3.03 SCALE: 1/4" = 1'-U" , Z 0 WIN ROOM TYPE NOM. HINGE TEMP GLAZING U- NOTES ,NO„ NAME W/H (VIEW FROM OUT), VALUE 0 9 BEDROOM 2 C/C (2)3 ox 48 R/L LOW-E DOUBLE 0.30 EGRESS,LOWER EXISTING SILL A la 0 10 LIVING ROOM FIX (5)24x5° FIX LOW-E DOUBLE 0.30 FIELD VER.WIDTH,MULL WINDOWS LIGHT FIXTURE - LIGHT FIXTURE— m CI mi 11 LIVING ROOM C 24x5° R LOW-E DOUBLE 0.30 FIELD VER.WIDTH NEW WALL INFILL 12 LIVING ROOM C 24x 5° R LOW-E DOUBLE 0.30 FIELD VER.WIDTH - 13 LIVING ROOM C 2 4x 50 R LOW-E DOUBLE 0.30FI ELD VER.WIDTH ,d,' 1ii, 0 14 14 DINING ROOM FIX 11°x 3° FIX LOW-E DOUBLE 0.30 - J - J - J - J - J - - J _ - J - 6._ - cn > ? la t -A I 0 iz 5 ___ _ _ — 1 1 1 1 M I T I I— IT l 1 M I T I I— I I - - - - .__._ __ .__. __. _ _ U) CC A I :7_ 8 I _ _ _ _ _ _ _ _ _ _ 0 la _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _____ _ ________ _ _ _ _ _ _ ._ Aml Z Z I - - III I. III II III IIT � � L_ IT� II- II I .IIIIII II IHI 11 II la Z la LIGHT FIXTURE I di H I \ \ \ \ \ \ NEW WALL TO MATCH la I2C gcml la ov (209) o EXISTING 0 9°x11 ° a / NEW 3 PANEL LIFTla 00 1 '0 J 2 1 SLIDE SYSTEM I. A6.01 IMA6.01 ' FIREPLACE EXHAUST, o VERIFY LOCATION o PREFAB SPA `o PERREQUIRMENTS MANUF. 1 N • _ _ -I _ _ _ _ MAIN LEVEL F.F. -11— EL: 72'-2" ISSUED FOR: DATE: AT EAST F /T 7 NSTALL NDEW METAL RAIIL ) TOV DRB FINAL REVIEW 11.19.18 N STONE PAVING AND BUILT GIN GAS • NI / N GRILL ING PERMIT 12.13.18 AT SPA DECK, (LOWER DECK) INSTALL NEW DECK AND RAILING \ EGRESS/ ALIGNING WITH EAST DECK, PREFAB SPA TO BE RECESSED WITH 24" N N / = EXPOSED EDGE ' '/ ELEVATION KEY NOTES: REMOVE EXISTING WINDOW AND FOUNDATION AND PREP FOR NEW O NEW WINDOW OR WINDOW GROUP WINDOW - - - - - - - - - - LOWER LEVEL F.F. .- EL:62'-2" 1-1 NEW DOOR OR DOOR GROUP 5°x 8° I 1 0 ' RMIGICHHTAsERLESsUEMRAvNEDARCHITECT,LLC. GENERAL NOTES: 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD- NEW WINDOW AND DOOR CLADDING TO MATCH EXISTING 1 1 1 DRAWN: MDS 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO MATCH EXISTING EXCEPT 1_ COPPER ELEMENTS TO REMAIN NATURAL FINISH. 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. PROJECT 809 WINDOW REP.TO FIELD VERIFY ALL EXISTING AND ROUGH OPENINGS. ELEVATIONS 4) EXTERIOR LOUVERS/VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 5) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR 6) HALL RAND TO SBE SUBMITTED TO 1 EAST ELEVATION - PROPOSED ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION 7) ALL NEW TRIM DETAILS TO MATCH EXISTING A3.03 SCALE: 1/4" = 1'-0" A3. 03 1007 11 01/03/19 -4111\.. _.4I 1 . -4111111.111111111111111 ,41 1h. .ad . 1• ligaliMMEMMOMMEMillilir J i,_ ' 4111MMEMEMMEMINEW - - - L, 'IlliMMONMENNOW c,;11 E LA _ I . '141111111111111111111111111, ui 17) J — ] 1,. l E 11 II 11 I I — I I II 11 I I I I II 11 I I I I II 11 I I I I II 11 I I I I II 11 I I ill I 01 I 1 r —111— 711— —w— —w— —11 1— —1 0 ELIMINATE WALL SECTION AS ALLOWED BY STRUCTURAL 1 ENGINEER AND PREP FOR d _co NEW WINDOW OPENING ., AT EAST DECK, (UPPER DECK) I ] L L IZu) '' —III— —1IL —IL —IL —1I I1_ REMOVE EXISTING DECK RAILING 12 AND DECK PLANKING, DECK STRUCTURE TO REMAIN I 1 : 7 r,o Loi MAIN LEVEL F.F. dk EL:72'-2" _ ce L k ENTRY LEVEL F.F. EL:66'-7" • .---- r11 ‘cs,"4 k • REMOVE EXISTING WINDOW 0 AND CUT FOUNDATION L I _11 I WALL DOWN TO PROVIDE LOWER LEVEL F.F. -- NEW EGRESS HEIGHT �p ' EL:62'-2" T OPENING LOWER LEVEL F.F. ARG EL:49'-11"(VER.) 11 I _ J i_ I_J I I • ILI 0 2 NORTH ELEVATION - DEMO let la 0 A3.04 SCALE: 1/4" = 1-Q" , Z 0• WINDOW SCHEDULE - WERNER RESIDENCE 12.13.2018 A ILI o WIN ROOM TYPE NOM. HINGE TEMP GLAZING U- NOTES m CI m NO. NAME W/H (VIEW FROM OUT) VALUE 15 BEDROOM FIVE C 211X38 L LOW-E DOUBLE 0.30 EGRESS,LOWER EXISTING SILL VER.DIMENSIONS NEW WINDOW OPENING „ , • sz 16 LIVING ROOM C/C (2)210x5° R/L LOW-E DOUBLE 0.30 FIELD VER.WIDTH AND NEW WINDOWS '�' �� ..00Minhh. - 41) > RE:STRUCTURE FOR- ',I 1` NEW SUPPORT POST ? la rl 7 DETAILS ' �, 1\ 0 CC 3 I/' 1► 1 • '41111111111111111111111111111111111111111111111111111, 0 .. 1._ '411111111111111111111111111111111111111, V) CC A A _ _____ _ L h6, '‘iiiiiilinegaliENV Z A L. L _ _ IMIN,_,_,_,h.,_ 6. lir o ILI E i l � IT I^ — , 1la 1,` A Z Z • E cc 1 f\,, / \ / N A w 0 NCi / u� N / 4 11 10 \\ _,//16 AT EAST DECK, (UPPER DECK) —.- INSTALL NEW METAL RAILING, ------- I DECKING AND BUILT-IN GAS GRILL 1o 1 Co MAIN LEVEL F.F. — — — •— EL:72'-2” = L - ISSUED •- DATE: TOV DRB FINAL REVIEW 11.19.18 BUILDING PERMIT 12.13.18 ENTRY LEVEL F.F. EL:67'-9 1/2"Y /• / / ELEVATION KEY NOTES: 00 EGRESS `oNEW WINDOW UNIT WITH X NEW WINDOW OR WINDOW GROUP LOWER LEVEL F.F. of SILL AT 40"A.F.F. EL:62'-2" 1-1 ® v 5°x 8° NEW DOOR OR DOOR GROUP I / LOWER LEVEL F.F.06 EL:49'-11"(VER.) 02ATL8Rmi - .- GENERAL NOTES: 1) DOORLL WINDOWS ROWS ND E TER ORiDOORS CLAD WOOD- NEW WINDOW AND CLAD O 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO MATCH EXISTING EXCEPT COPPER ELEMENTS TO REMAIN NATURAL FINISH. 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. PROJECT 809 WINDOW REP.TO FIELD VERIFY ALL EXISTING AND ROUGH OPENINGS. ELEVATIONS 4) EXTERIOR LOUVERS/VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 5) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR 6) SAMPLES OF ALL MATERIALS AND FINISHES TO BE SUBMITTED TO 1 NORTH ELEVATION - PROPOSED ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION A3.04 SCALE: 1/4" = 1'-Q" A3 7) ALL NEW TRIM DETAILS TO MATCH EXISTING OF 1 „r„,74.440/14,,, .15 J len($1 2 LEVEL ZURN DRAIN, CONFIRM SUFFICIENT SURFACE DRAINS, TO BE FLUSH WITH DECK FINISH LEVEL, HEAT TRACE ALL DRAINS AND PIPES TO 01/03/19 EXTEND HOT FLUID APPLIED DAYLIGHT WATERPROOFING UP WALL SLOPE PER FLOOR PLANS SHEATHING 16", LAP AIR BARRIER/ EXTERIOR TERRACE NATURAL STONE FINISH WITH WATER-RESISTIVE BARRIER OVER U U U U / RADIANT SNOW MELT LOOPS IN MORTAR BED. maw HOT FLUID APPLIED WATERPROOFING DRAIN BOARD SELF-ADHERED WATERPROOF Y �- I - FLASHING TO WRAP AROUND _---,✓� CORNER --- 4"SLOPING STRUCTURAL PLYWOOD �/ - �� DECKING,�" PER T RE: STRUCTURAL � C G, q FOOT, SELF-ADHERED WATERPROOF I I / �� s. ry FLASHING TO EXTEND UP WALL li FACE OF / q' LEVEL STRUCTURAL PLYWOOD _ ❑ SHEATHING 12"MIN. ) , EXTERIOR j i i i DECKING,RE: STRUCTURAL II WALL 1 STRUCTURE MEMBER,SLOPING CONTINUOUS EXTEND PMMA UP WALL 6" OR LEVEL INSTALLATION PER FLOOR PLANS a r AND STRUCTURAL, RE: STRUCTURAL O EXTEND HOT FLUID APPLIED MONOLITHIC CI PMMA UP GUARDRAIL POSTS / E WHERE SHOWN WATERPROOF MEMBRANE FIELD SELF ADHERED FLASHING OVER // PLIES AND STRIPPING C WOOD AND METAL FASCIA, / PLIES INTO CLAMPING RING _c OVERLAPPING PMMA EDGE 2 DETAIL @ DECK DRAIN .2 PAINTED METAL FLASHING WITH \ SLOPING EXTERIORZ U) w DRIP EDGE A6.01 SCALE: 3" = 11-0" I- .? DECK SELF ADHERED FLASHING UNDER- WOOD AND METAL FASCIA,TORCH <:I OFF FACER BEFORE OVERLAPPING \ WITH HOT FLUID APPLIED X -I- -(5)1 :128' ` 1%2 WATERPROOFING, TYP. ALONG EDGE u w Q 1 2'x 1 2'TUBE STEEL TOP RAIL d r W j FINISH WELDED TO STEEL I 1 2' X 1 2'STEEL RAILS VERTICAL SUPPORT POSTS. • I FINISH WELDED TO STEEL MITER CORNERS-PAINTED VERTICAL SUPPORT POSTS- FINISH • PAINTED FINISH &j' 1 2'X 1 2'VERTICALOF r 04 6 CONCEPTUAL DETAIL OF DECK EDGE/WALL INTERSECTION • 2" 1Y2i' SUPPORT WELDED TO .�Z A 'Q� A6.01 SCALE: ISOMETRIC, NO SCALE TOP RAIL AND �Q" Q BOTTOM ATTACHMENT- • ICHA:L D, 0 1 2' X 1 2'STEEL VERTICAL PAINTED FINISH SUPPORT, FINISH SUM N WELDED TO TOP RAIL ANDi 484 BOTTOM ANCHOR PLATES- EDGE OF DECK PAINTED FINISH [1�� 12.13.18 \��G S�Cp ARG PMMA OVERLAP ALUMINUM ANGLE, ONTO JAMB ROUGH OPENING, COORDINATE SIZE OF ANGLE 1 2'X 1 2'STEEL RAILS FINISH • WITH DOOR THRESHOLD AND INTERIOR FLOOR FINISH WELDED TO STEEL VERTICAL SUPPORT POSTS. PAINTED 3 DETAIL @ DECK GUARDRAIL SELF-ADHERED WATERPROOF A6.01 SCALE: 3" = 1' 0" FLASHING OVER TOP OF PMMA FINISH AND DOWN STEP FACE OF 11.10 0 EXTERIOR PMMA EXTEND OVER HOT FLUID WALL zCii) Q APPLIED WATERPROOFING 6" ON W FACE OF SHEATHING, ON TO FACE INTERIOR DOOR ORI r OF STEP I DECKING STEEL RAILS c', Z 0 WINDOWAT SIDE PANELS BEYOND l J HOT FLUID APPLIED I JAMB ,130 WATERPROOFING ON DECK I `' 2W0 AND WALLS DOOR OR • 4Pr I WINDOW SILL wi Ci 0FABRIC-REINFORCED PMMA WATERPROOF 0 ziin „„... _ MEMBRANE (HYDROSEAL RESIN), LAP 6"ON TO •••• 1i1� PMMA UNDER DOOR WATERPROOF MEMBRANE THRESHOLD AT SILL AND (3 �_ ILI ...) OVER HOT FLUID APPLIED A6.01 �' SLOPING EXTERIOR WATERPROOFING AT STEP, \\\\\✓ THIN SET STONE FINISH ON HEATED SETTING BED ON CC 0 DECK COORDINATE AND DETAIL DRAINAGE BOARD ON CONTINUOUS PROTECTION m AFTER WITH ANY FASTENERS SHEET ON HOT FLUID APPLIED MONOLITHIC ' 0 0 FOR DOOR THRESHOLD HOLD BACK HOT-FLUID APPLIED WATERPROOF MEMBRANE ON SLOPING PLYWOOD, (1) MONOLITHIC WATERPROOF MEMBRANE 2" \ HEAT TUBING TO EDGE OF DECKCC '! FROM EDGE, COVER SHEET METAL FLASHING SLOPING PLYWOOD DECKING O J WITH GRACE ULTRA AND TROWEL LIQUID RE:STRUCTURE,1 E MEMBRANE AT EDGES OF ULTRA 23�a" SLOPING SLEEPERS HEAT TUBING TO EDGE OF DECK • NEW LEVEL PLYWOOD DECKING OVER• A Z z • SEE PLAN EXISTING DECK STRUCTURE, RE:STRUCTURE W 5 CONCEPTUAL DETAIL OF DOOR SILL 6'QUIRKPAITERATOUTSIDECORNER Z UM W I SLOPE 4'MIN. PER 1'-0" FINISH, W EL: FINISH FLOOR,TYP CC 4a MIN. PER 1'-0"WATERPROOF MEMBRANE RILI a A6.01 SCALE: ISOMETRIC, NO SCALE / / / / / / V ill PAINTED METAL FLASHING WITH DRIP EDGE �< / i / / / 1 . GRACE ULTRA OVER WOOD FASCIA,TORCH / 0° ° OFF FACER BEFORE OVERLAPPING WITH �� ° ° II HOT-FLUID APPLIED MONOLITHIC WATERPROOF PMMA OVERLAP ( 1"xl"x$') ALUMINUM MEMBRANE, TYP. ALONG EDGE i M, ANGLE, ONTO JAMB ROUGH OPENING, WOOD BLOCKING FOR RAILING AND DECKING COORDINATE AND CONFIRM ANGLE SIZE ATTACHMENT I �� WITH DOOR THRESHOLD AND INTERIOR EXISTING DECK STRUCTURE OR NEW STRUCTURAL i FLOORING WITH ARCHITECT MEMBER, SEE STRUCTURAL FOR ADDITIONAL III 411110r SUPPORTING MEMBERS, RE:STRUCTURAL C? I� ISSUED FOR: DATE: FACE OF JAMB / / AIR BARRIER/WATER-RESISTIVE TOV DRB FINAL REVIEW 11.19.18 INTERIO• BARRIER 1 PMMA EXTEND OVER HOT FLUID ,\-_ EXTERIOR DECKING j BUILDING PERMIT 12.13.18 WALL RAINSCREEN OVER AIR BARRIER/ II � ' APPLIED WATERPROOFING 6" ON FACE OF SHEATHING, ON TO FACE WATER RESISTIVE BARRIER OF STEP AND 4" ONTO DECK I SELF-ADHERED WATER PROOF -4 HOT FLUID APPLIED I W FLASHING OVER METAL FLASHING II WATERPROOFING ON DECK I DOOR SILL L STUCCO FINISH MATCHING AND WALLS I EXISTING PER ELEVATIONS – AT DOOR ROUGH OPENING, INSTALL — — — // ANY PENETRATING ANCHORS BEFORE INSTALLING PMMA AND DETAIL PMMA PROVIDE WEEP GAP AT BOTTOM ! 1�r \ AROUND ANCHOR BOLT BEFORE OF SOFFIT AT METAL FLASHING INSTALLING THRESHOLD PAINTED METAL FLASHING 3�a'%2' SEE PLAN T&G SOFFIT DECKING �`IA 2' SHEATHING C 2018 MICHAEL SUMAN ARCHITECT,LLC. PMMA UNDER DOOR THRESHOLD O ALL RIGHTS RESERVED. AT SILL AND OVER HOT FLUID AIR BARRIER/WATER-RESISTIVE SLOPING EXTERIORSCALE. 3"=1'-0" AP APPLIED WATERPROOFING BARRIER BEHIND FLASHING, BACK TO DECK BELOW SILL. VERTICAL WALL DRAWN: MDS PROJECT#: 1809 SHEET TITLE: EXTERIOR DETAILS 4 CONCEPTUAL DETAIL OF LIFT AND SLIDE DOOR SILL 1 SECTION DETAIL @ MAIN LEVEL EXTERIOR DECK EDGE A6. 01 A6.01 SCALE: ISOMETRIC, NO SCALE A6.01 SCALE: 3" = 1'-0" *Ai OF go „,,,741144-40/14,. 1.6 C01/03/19 II N E ,o U N n o 7. °' JL5 V V E 7 ((�N� LJ U V1 w 444 V REMOVE EXISTING WINDOW W ° N. SECONDARY AND CUT FOUNDATION I ~ _ UNIT /' WALL DOWN TO PROVIDE co NEW EGRESS HEIGHT :L3 N 0 / , OPENING 0 u C - _ BEDROOM SDN IIIIIIII e FIVE CLOSET 5R 7.4° 7 POWDER FIVE < • 4 @ 11 ' ) TWO L / BUILT-IN SHELVES L �� pF ( 04 6.,,,I 1 1 I I I -1 �� iQ III f I REMOVE ICHA:L D. STAIR AND CI) —U III 11111 I I PREPARE FOR SUM N I I I I NEW LAYOUTc. 1 484 _ — _ _ _ _ _ � 0 12.13.18 V BUILT- DESK IN REMOVE WALL " IN \\ ��SED ABC) REMOVE AR ABOVE STAIR TO II 11 I� 1 OPEN TO NEW IIS REMOVE EXISTING FAMILY ROOM JI 11 FAMILY FIREPLACE AND T // ROOM SURROUND II III 4/ L ± _ E 1 111~ MINIMIZE SIZE ' — MAINTAIN OF WALL STEP \\ I EXISTING I 0 TO MATCH \\ I BEARING LINE — ILI Q cli1111111111111111111111111iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiir l BEDROOM �1 / THREE STEP LL REMOVE EXISTING Q // VANITY AND SINK. PREP W C) CC BEDROOM FOR LARGER VANITY �/ FOUR \\ AND NEW SINK ❑ r im O \\ Z /// EXTERIOR PLANTER - - ii iI c- ° Q �' 1--o-n 0 0 // ENTRY STAIR II � C / L___i 0 C // III BEDROOM // ClooD�- - - U _ .. j // LOWER HIGH �u THREE 0 8 BATH 1:1 // SILLS TO III 2 X 6 // ONE BATH 0 a // MATCH LOW i • TWO cn ' // 0 SILL HEIGHTS ] MINIMIZE SIZE — y_ ACROSS T OF WALL STEP III —1 // WINDOWS I I MAINTAIN TUB ...) TILE 111 / ON THIS WALL ACCES TO \\ _J CC 0 // III = MECH Q / I VALVE vZ ❑ Ill / RELOCATE CPT/ T / T EQUIPMENT // II II My 0 // III ABOVE 4- ----- n III CC A / III REMOVE WALL. RE: STRUCTURE -\\ II /I II 1 \ BEDROOM / I Z J III FOR NEW TRANSFER OF % / DEMO 1 BEARING LINE \� I II / H TWO ❑ 0 la E EXISTING i_m — — I J Z GUARDRAIL I I DEMO FOUNDATION cc W MUD I I I WALL FOR NEW — Z W ROOM I — WINDOW WCC J 0 PLANTER III L j�L — CLOSET ❑ ❑ 0III �I � _ - - � III-I - - - - - TWO / N I II II I / I / -F II II MECH III II II _ - — _ - —I iH ISSUED FOR: DATE: TOV ORB FINAL REVIEW 11.19.18 BUILDING PERMIT 12.13.18 J REMOVE LOWER DECK SECTION AND STAIRS. PREPARE FOR NEW DECK EXPANSION FLUSH WITH LIVING DECK AREA GARAGE I // 7 2018 MICHAEL SUMAN ARCHITECT,LLC. L _ - - / © ALL RIGHTS RESERVED. SCALE: 1/4"=1'-0" DRAWN: MDS PROJECT#: 1809 1 SHEET TITLE: DEMO PLAN Mi LOWER LEVEL PLAN -DEMO D2.01 SCALE: 1/4" = 1'-0" D21 0 1 PLAN NORTH IP"I Ili *1 7:445.0j .01 O01/03/19 N PE 0 10 °F P4 ^o U r N n o 7. JL5 V V E 7 ((�N� LJ U V1 w Y L 4/4 Ow SECONDARY ELIMINATE WALL SECTION AS ~ C �_ 4 ALLOWED BY STRUCTURAL _ UNIT ENGINEER AND PREP FOR D U N 0 NEW WINDOW OPENING C w N ENTRY STN-..--/-.--WD STAIR \ - , _�_ \ / � BENCH �� DN \ � - - - - L � SEAT 7 ENTRY 6T @ 1 1" \\ I // i ::OF OL tI �/ CLOSET 41 , 1 , 1 , 1 L . \N// \\\ �� /l 'x,90 N DN 1 �\ T.V. \ �• \ SUM•N O _ 8T \ � 0 12.13.18 ti0 PANTRY DESK ` IREPLACE \ �NS� G�� ss v \ \\\\ AR l \ LU KITCHEN J \ \\ LIVING \ \\\\\ DEMO ALL LIVING ROOM co ROOM \ \ BUILT-IDN S.1 OREPAIR/INDFILL/PPATTCH i / \ III EOOISSHED WITH H R MAININ(11141111111111111111111111111114114400444440444r _1 G BE T // II WOOD FLOOR O III 11111 III II I��� �� Q H LIII �r W W CC III 11 Il r z 0 III I l= J 1 UPL O �_ < •1R@31/2" 11 O liii O i 1111 1 I REMOVE EXISTING Z ra J 1+1 DIVIDES, DOOR AND 0 lig O IH IWINDOW UNIT- PREP FOR NEW SINGLE (in > L - - o O- - - - - OVEN II DOOR SYSTEM EAST H r. 00 O liE I DINING DECK UI ROOM 911 0 II SHELVES 1111 m CC I0 1111 0 1111 V REMOVE EXISTING DOOR 4111 �I y UNIT PREP FOR NEW 1+1 REMOVE EXISTING BI-FOLD 111 IZ CC J DOOR SYSTEM TIED INTO DOORS AND PREP FOR NEW 111 1 11 — REMOVABLE PANEL la DECK WATER PROOING III ,L LOW CABINETS -OFFICE �• AT WEST DECK, REMOVE EXISTING H = J ZZ DECK RAILING AND DECKWEST - W PLANKING, REPLACE DECK T T Z pp la W WATERPRL MASTER OOFING DECK III CLOSET TWO -I EXT. 111 I STOR. III J Ill 0 la III , _ _ _ _ I 1 - 1 I_ 14) i- 1- J r Q ° 1I TILE ' WD 7 LAUNDRY MASTER _ _ - -I 1 1I- WD CLOSET ONE STUDY -ii it L J = / REMOVE LOWER DECK I ISSUED FOR: DATE: -� o CPT �J SECTION AND STAIRS. I TOV DRB FINAL REVIEW 11.19.18 - // PREPARE FOR NEW DECK 0 POWDER P'If I EXPANSION FLUSH WITH BUILDING PERMIT 12.13.18 -< 1 ROOM ONE I II LIVING DECK AREA rn �� 7 SPA = (11) DECK \ / III p 7 \ / II 1 II III L - J 111 �\ a L) 1 / \ j) L -I11 / \ 1 / ILS -' / _///// = i MASTER / 4 2'WIDE STEP ..)-'' C Z v� BEDROOM E / AT 3'-6"AFF 1 MASTER \\ I / CONFIRM 1- — BATH %I 2018 MICHAEL SUMAN ARCHITECT,LLC. 1 L - - - / ALL ALL RIGHTS RESERVED. E SCALE: 1/4"=1'-0" h1 I- - DRAWN: MDS I` �� p L��� 1111 1111 O PROJECT#: 1809 n L o J 111111 � _ri 17-9Y2" SHEET TITLE: DEMO PLAN i1- 1111 I J = J 11 (-0-1 • II II IE M i MAIN LEVEL PLAN -DEMO D2.02 SCALE: 1/4" = 1,-0" D2. 02 PLAN NORTH zi 061:15 e 0 01/03/19 II CC E (V � ^o U n [h] 1- N o 7g °' JL5 V V E 7 ((�N� ^V W r❑ l U I ..,_ coW i_ 0 ii< w o I- o ,a bTo BEDROOM 0U o Q FIVE w a � / Oeg a%._, r SD ❑� CLOSET L N O (7,--,";v� r GL `� FIVE /...."r -9Q OPENIA 1 STAIR ` F 11 CO ICHA:L D. 0 4111111111% TO SUM N ABOVE 0 r F 484 O \� �� 12.13.18 �V O Ns�p ARG`(\ CLOSET 1II FAMILY cli111111111111111111111111111iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiir FOUR ROOM J _ 11110 BEDROOMFOUR a O 0 O W C) CC �C C ro SD IT I Z J 0 o W cc 0 F = m. 1:1i BATHJ BEDROOM SD ONE BATH o a THREE in ' -Th I:11° 12- .‘ C) • `._ WALL J SD VENT F 1111 CLOSET E m cc 8 THREE 0 y 0 WALL 1`SD VENT - BEDROOM CC J Z J ACCESS TWO O iii -1 II PANEL _ - WEST ° ° - J Z Z DECK ILI Z W ib W gc CLOSETL .1 W C0 LED TWO el 0 0 3 () C1 0 r _ C WINDOW SHADE LEGEND KEY: — — CURTAIN TRACK OR ROD 0 V =VALANCE ROLLER SHADE 2' DEEP DIETRICH RC DELUXE RESILIENT CHANNEL J RR = RECESSED ROLLER SHADE ISSUED FOR: DATE: WM = WINDOW MOUNTED (1) LAYER QUIET ROCK GYPSUM BOARD ON DRB FINAL REVIEW 11.19.18 ONE SIDE OF WALL IN LIEU OF GYPSUM BOARD TOV M = MOTORIZED (RECESSED) BUILDING PERMIT 12.13.18 MA = MANUAL OPERATION HIGH WINDOW ROLLER SHADE IN WINDOW C = CURTAINS-RECESSED TRACK TRIM VALANCE UNLESS NOTED OTHERWISE 5 REMOVE LOWER DECK B = BLACKOUT MATERIAL SECTION AND STAIRS. PREPARE FOR NEW DECK D = DECORATIVE SHADE EXPANSION FLUSH WITH S = SOLAR SHADE 1x6 T&G WHITE OAK SOFFIT DECKING WITH RS = ROMAN SHADE a"SQUARE REVEAL LIVING DECK AREAI GARAGE I / ADDITIONAL LAYER OF$'GYPSUM BOARD ON EITHER 2' RESILIENT CHANNELS DIRECTLY AT o // BOTTOM OF STRUCTURE OR ON METAL CEILING / FRAMING AT DROPPED CEILING AREAS 2018 MICHAEL SUMAN ARCHITECT,LLC. L _ / © ALL RIGHTS RESERVED. QUIET ROCK GYPSUM BOARD ON EITHER 2' SCALE: 1/4"=V-0" RESILIENT CHANNELS DIRECTLY AT BOTTOM *. OF STRUCTURE OR ON METAL CEILING DRAWN: MDS FRAMING AT DROPPED CEILING AREAS PROJECT#: 1809 SHEET TITLE: RCP PLAN mg LOWER LEVEL RCP PLAN -DEMOD2. 03 D2.03 PLAN NORTH e Szi OA CD01/03/19 , E ^o U n [h] 1- N o 7g °' JL5 V V E 7 ((�N� ^V W r❑ l U E DEMO EXISTINGMT cn W CHANDELIER AT ~ DINING ROOM 0 41111Cw o I. N a b _ C au ac U an 11 SKYLIGHT Q 0O ENTRY STAIR \ 111 ENTRY �, \CLOSET E O O \ ,� A ,p'9 Q, OF1A4:8OL L4 D.♦tiSUM 'N 0 \\ %NS12.13.18 0 A • ARG" D -, 0 1`, O O SD LIVING SKYLIGHT 11 ROOM II KITCHEN II cill111111111111111111111111iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiir _1 O Vr O ILI 1:1 DN 7:12 DN 7:12 > SKYLIGHT Q SKYLIGHT SKYLIGHT SKYLIGHT W C) CC r z S) O " I J 911u10 ° \ o o Z0 _j. RANGE VENT DN 3.5:12> 0 O DN 7:12 DN 7:12 14cn >, I 'CP-... DEMO EXISTING ILI MN CHANDELIER AT 0 CC - @I DINING DINING ROOM m 0 ROOM 0 y v 0 CC J Z J ,1 _ oW - OFFICE d O O I I J Z im � W Zla MASTER W CC cC SD CLOSET TWOA la 0 DN 7:12 0 8'0"AFF 0 14) 0 f q � r ILIJ o 0 PA ELACCS 8'-6"AFF WINDOW SHADE LEGEND KEY: - - CURTAIN TRACK OR ROD LAUNDRY ABOVE STUDY V =VALANCE ROLLER SHADE I 2' DEEP DIETRICH RC DELUXE RESILIENT CHANNEL I_ RR = RECESSED ROLLER SHADE (1) LAYER QUIET ROCK GYPSUM BOARD ON DN 7:12 ISSUED FOR: DATE: WM = WINDOW MOUNTED - TOV DRB FINAL REVIEW 11.19.18 ONE SIDE OF WALL IN LIEU OF GYPSUM BOARD DN 7:12 POWDER z 0 Co"AFD � M = MOTORIZED (RECESSED) < MA = MANUAL OPERATION HIGH WINDOW ROLLER SHADE IN WINDOW ROOM ONE i I BUILDING PERMIT 12.13.18 C = CURTAINS-RECESSED TRACK TRIM VALANCE UNLESS NOTED OTHERWISE O -. j F '!i B = BLACKOUT MATERIAL - F SD D = DECORATIVE SHADE V - WALL S = SOLAR SHADE 1x6 T&G WHITE OAK SOFFIT DECKING WITH VENT DN 7:12 RS = ROMAN SHADE a"SQUARE REVEAL > / ADDITIONAL LAYER OF$"GYPSUM BOARD ON MASTER L - c, EITHER 2' RESILIENT CHANNELS DIRECTLY AT BATH V BOTTOM OF STRUCTURE OR ON METAL CEILING DN 7:12c,, MASTERIill FRAMING AT DROPPED CEILING AREAS < BEDROOM O 2018 MICHAEL SUMAN ARCHITECT,LLC. C' ALL RIGHTS RESERVED. QUIET ROCK GYPSUM BOARD ON EITHER 2' SCALE: 1/4"=V-0" RESILIENT CHANNELS DIRECTLY AT BOTTOM V - *. OF STRUCTURE OR ON METAL CEILING � DRAWN: MDS FRAMING AT DROPPED CEILING AREAS SKYLIGHT F PROJECT#: 1809 SHEET TITLE: RCP PLAN mIcID4MAIN LEVEL RCP PLAN—DEMOD2. 04 PLAN NORTH °F I/4 N. IP-45.0j 151 QM 0 01/03/19 II CC E (V � ,o U n [] h 1- N o 7g °' JL5 V V E 7 ((�N� ^V W r❑ l U Lco w Ir V 6 44 r WV�D5 N. bTo t 0 � ac o / 0 °e - .5 5 A SD ❑O ® F \/) ' '/''A 'I, /1 \ 1 1 1 1 1 ' A:L D. 0 1 1 4_ 1 1 1 \ r ®, SUM N 0 O . X484 O \� �0 12.13.18 �0 O .. NSARG, ,\ 1 4(41 41/111111111111111111111111111iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiir I MI7 i.i.i ° _Hi 1 °a O O O W C) CC / -�O� r Z ° SD l J rk-1 o la 0 0 i ,, , ,.._. LI „um . ,./1 \,„ . 1 1 j. // �- O CI SD A_4 O - Q // — ^ ' 0 —f H —/ D �� cn , i ❑ la CC / o CCC 0a / I 0 0 / O T y 0 SD CC J O / = oILl = ELECTRICAL KEY: 7 )_,1 o = z I I W 4D PENDANT LIGHT SWITCH — W CCla @1 DIRECTIONAL LIGHT KP KEY PAD SWITCH F0 WO CEILING MOUNTED LIGHT $4MULTIPLE SWITCHLED II 2 REMOVE EXISTING ...-Gi O O WALL MOUNTED LIGHT $D DIMMER SWITCH FIXTURE - O in I. I-® WALL MOUNTED SCONCE DUPLEX RECEPTACLE 0 c 11 d 4 o RECESSED CEILING LIGHT =1Q HALF SWITCHED DUPLEX RECEPTACLE ® 1 GFCI(GFI) • MONOPOINT LIGHT =5 GROUND FAULT DUPLEX RECEPTACLE ❑ RECESSED WALL LIGHT QUAD RECEPTACLE 0 c=== UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT / ISSUED FOR: DATE: LED LIGHT ® SPECIAL DEVICE OUTLET TOV DRB FINAL REVIEW 11.19.18 LED BUILDING PERMIT 12.13.18 ---- LED STRIP LIGHTING O° WINDOW TREATMENT MOTOR 1 SPECIALTY PENDANT O DUPLEX FLOOR RECEPTACLE — p A TRACK LIGHT I-DC CATEGORY 5E CABLE o o o DECORATIVE WALL MOUNT H❑2C 2 CATEGORY 5E CABLES STAKE MOUNTED LANDSCAPE LIGHT HDTV 2 RG6 COAXIAL ® PIER MOUNTED LIGHT F-❑S STRUCTURED CABLE (2 CAT 5E & 2 RG6 COAX) o SMOKE DETECTOR 1-/ TELEPHONE OUTLET SD O MICHAEL SUMAN ARCHITECT,LLC. Qs SPEAKER ❑Q CAMERA 2018 C' ALL RIGHTS RESERVED. F WALL MOUNTED EXHAUST FAN SCALE: 1/4"=1'-0" DRAWN: MDS F BATHROOM EXHAUST FAN J JUNCTION BOX PROJECT#: 1809 * I 1 SHEET TITLE: ELECTRICAL PLAN LOWER LEVEL ELECTRICAL PLAN -DEMO DE2.01 SCALE: 1/4" = 1'-0" DE2. 01 it J QM 0 01/ : °F P4 03119 , g ,o U h n [] 1- N o 7g °' U JL5 V V E 7 ((�N� ^V W r❑ l U MIT °) (.' u ° I I< W ° r L) b nay a 'H,, u • %Tr _ i i ns_ �� a - > • / -::". ��II Ill ��� 0 \ \ 7 ------- /`, (,.---;V A �4 !� ICHA:L D. 0 i �I`' \ ! SUM N ■ O \ r F 484 A, ti Q > �� \ �� �0� 12.13.18 c�V ' ` 0. O O SD 1 I II ciiiiiiiiiiiiiiiiiiillililliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiir _1 O W 0 -_�� �c 11.1 °o O _ W CC r Z o 0 " 1 ® J 0liii o 0 - 0 01— Q j. oma cn > L C;,0°' > CP W oc IIS m 0 411j y 0 O J Z J ELECTRICAL KEY: 111 . 04- W = l I ® > 0• 0 J Z PENDANT LIGHT $ SWITCH ® I _ W W Cal DIRECTIONAL LIGHT $KP KEY PAD SWITCH T W cc . 4 _ liii Q CEILING MOUNTED LIGHT MULTIPLE SWITCH O WALL MOUNTED LIGHTD DIMMER SWITCH14). in I-® WALL MOUNTED SCONCE =0 DUPLEX RECEPTACLE F C Q RECESSED CEILING LIGHT HALF SWITCHED DUPLEX RECEPTACLE 1 o - - - - GFCI(GFI) — • MONOPOINT LIGHT GROUND FAULT DUPLEX RECEPTACLE Q 0 RECESSED WALL LIGHT 9 QUAD RECEPTACLE c=== UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT J O `1 I ISSUED FOR: DATE: LED LIGHT ® SPECIAL DEVICE OUTLET CDril O - TOV DRB FINAL REVIEW 11.19.18 LED U �� — ---- LED STRIP LIGHTING 0° WINDOW TREATMENT MOTOR _ BUILDING PERMIT 12.13.18 O !! r ; 4 SPECIALTY PENDANT O DUPLEX FLOOR RECEPTACLE El �•O F SD \\ p p TRACK LIGHT HOC CATEGORY 5E CABLE / II Ii= DECORATIVE WALL MOUNT I-❑2C 2 CATEGORY 5E CABLES / ® (( J ® 4 STAKE MOUNTED LANDSCAPE LIGHT I--DTV 2 RG6 COAXIAL `- 4 ll J I-❑s STRUCTURED CABLE \ ® PIER MOUNTED LIGHT (2 CAT 5E & 2 RG6 COAX) / SMOKE DETECTOR 1-4 TELEPHONE OUTLET SD O 2018 MICHAEL SUMAN ARCHITECT,LLC. Qs SPEAKER I L C' ALL RIGHTS RESERVED. ❑4 CAMERA Il f� I SCALE: 1/4"=1'0" F WALL MOUNTED EXHAUST FAN F BATHROOM EXHAUST FAN = 1 iio `. DRAWN: MDS L J JUNCTION BOX p ,- • © PROJECT#: 1809 _,'� ® �� ® 0 SHEET TITLE: ELECTRICAL PLAN 1 1 1 1 1 MAIN LEVEL ELECTRICAL PLAN -DEMO DE2.02 SCALE: 1/4" = 1'-0" DE2. 02 ii.i 11111011 5.% N. Oj Am]101,i O01/03/19 Electrical contractor toproviderovide load calc's with PE a lication ^permit pp g o � °' U ,LS V ,E5 V E 7 ((�N� ^V W r❑ l U PIT ci) (.' u ° � W o r -o N. 0u 3NQ / ce LU 0 0 . \ #11 Q - 0 � .--N �\ SD O� D ( � (EXTII NG) �' OF � /A -v, NI / _ii-1 ICHAl:::calo I SD p p I. I O � r, // O �\ 12.13.18 ti; O ��`SED ABC'N( OP 0 ,-) c//41114111111111111111111illiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiir SD O i.i.i °Ci 0 O _ � C) CC gm 0 � W il- WI -AL II I zo O - 0liiii 0 -n � j �� r Jo i '0: . I6 L i m 1:1m 0 - 0 0 a DIP >> la Nil= INTERIOR ELECTRICAL NOTE: I Q MN MN ALL LIGHTING SWITCHING,LIGHTING FIXTURES AND OUTLET LOCATIONS TO BE UPDATED. I I rCC FINAL LOCATIONS TO BE DETERMINED WITH - FURNITURE AND CABINET DESIGN. i�, O I O O O SD : Z CIE J o la��'sD _ ELECTRICAL KEY: i_ _ — j Z � o Z W 4) PENDANT LIGHT SWITCH 1 - p I I II W IZ la Cal DIRECTIONAL LIGHT $KP KEY PAD SWITCH _ O CEILING MOUNTED LIGHT $4 MULTIPLE SWITCHI ml ® • 0 II.I 2 0 WALL MOUNTED LIGHT $D DIMMER SWITCH in I.in I-® WALL MOUNTED SCONCE DUPLEX RECEPTACLE I C� 1 I 0 0 EXTERIOR LIGHTING COUNT: , Q RECESSED CEILING LIGHT HALF SWITCHED DUPLEX RECEPTACLE LOT SIZE 18,295 SQ. FT. GFCI(GFI) ALLOWABLE 18 FIXTURES A — • MONOPOINT LIGHT =15 GROUND FAULT DUPLEX RECEPTACLE 8'-0"A.G. / ❑ RECESSED WALL LIGHT QUAD RECEPTACLE PRIMARY UNIT 9 FIXTURES - � � ��� 10 \ SECONDARY UNIT 9 FIXTURES - '\ ISSUED FOR: DATE: c=== UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT j� TOV ORB FINAL REVIEW 11.19.18 LED LIGHT ® SPECIAL DEVICE OUTLET / Vu LED A WALL SCONCE BY URBANDALE OUTDOOR \ BUILDING PERMIT 12.13.18 ---- LED STRIP LIGHTING O WINDOW TREATMENT MOTOR LARGE OPTION ; 26W LED 1 SPECIALTY PENDANT O DUPLEX FLOOR RECEPTACLE ANTIQUE BRONZE FINISH ��� iIL /����� �� j�� TRACK LIGHT I-❑C CATEGORY 5E CABLE (FIXTURE HAS FULL CUT-OFF) _ re D D b b b DECORATIVE WALL MOUNT I-❑2C 2 CATEGORY 5E CABLES B LOW WALL LIGHT BY WAC LIGHTING I WL-LED100-C-SS (STAINLESS STEEL FINISH) 0 STAKE MOUNTED LANDSCAPE LIGHT F-❑TV 2 RG6 COAXIAL LED _ _J PIER MOUNTED LIGHT �❑ STRUCTURED CABLE jk (FIXTURE HAS FULL CUT-OFF) r� ® S (2k, CAT 5E & 2 RG6 COAX)) C SOFFIT LIGHT BY HEVI LIGHT \ i ��r -N,,,,,,,:, Q SMOKE DETECTOR H TELEPHONE OUTLET HL-368-AA-8LED-FL (ANODIZED SATIN so ALUMINUM FINISH) \ \ _ �� Q SPEAKER ❑Q CAMERA LED (FIXTURE HAS FULL CUT-OFF) IN 2018 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. I,1, F WALL MOUNTED EXHAUST FAN j SCALE: 1/4"=1'-0" D RECESSED CAN LIGHT ^_� DRAWN: MDS (FIXTURE HAS FULL CUT-OFF) \ �.�//���.-t��- �/ F BATHROOM EXHAUST FAN _ ��� \ J JUNCTION BOX A PROJECT#: 1809 8'-0"A.G. I n n nn n n n n nn nn n n n n n n SHEET TITLE: ELECTRICAL PLAN ., FL I LOWER LEVEL ELECTRICAL PLAN-PROPOSEDE21 01 E2.01 SCALE: 1/4" = I-0" 0 °F I/4 0 01/03/19 PE ,o U n [] h 1- N o 7g °' JL5 V V E 7 ((�N� ^V W r❑ l U E PT 'n ° u 1 � � 0 N \ i i N CO 0u wcu "'•14# • eg a ...„ '5 5 _nr� F. 4 - 0 > v.%� _ `i'� (//:-i:; F ` INTERIOR ELECTRICAL NOTE: �� / \ ALL LIGHTING SWITCHING,LIGHTING FIXTURES '`�� \IkiLII I • O AND OUTLET LOCATIONS TO BE UPDATED. \ �� - /51.:0 1 1 1 FINAL LOCATIONS TO BE DETERMINED WITH ` O FURNITURE AND CABINET DESIGN. �\ ICHA.L D. �i� 1 1 1 1 1 1 1 ,` SUM N D �i 1 EXISTING n 0 �\ 1•i X484 I. ( L- =C �!�� 12.13.18 ti0 \\----- ______ -AV\ I 0 C c/filliiiiiiiiiiIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiir _1 (WALL MOUNT AT O O SD • EXISTING LOCATION) 0 O W 0 J W ° o °a O 111 CC rO DISPOSAL ♦♦ O I Z WI ,-J ZO' A.G. 9W °0 O - 1 0 O i \ Z CI J 1 1 b� 0 n n n - 1 ° > L �,e, _ � CSW o �, O o \ Wog _ I Mll Li Li ,- - - - `J m o \ L o U9 CC A 0 0 - - Z J ELECTRICAL KEY: 0 la .i 41 _ >.- 8' 0"A.G 1 O O L.� JZ Z �, �-I / A W �. PENDANT LIGHT $ SWITCH 1 8'-0"A.G. ZCC W @1 DIRECTIONAL LIGHT KP KEY PAD SWITCH I i I W cc O CEILING MOUNTED LIGHT $4 MULTIPLE SWITCH 0 0 SD III Csi WALL MOUNTED LIGHTD DIMMER SWITCHI F 1.4. I-© WALL MOUNTED SCONCE DUPLEX RECEPTACLE O c o RECESSED CEILING LIGHT =Q HALF SWITCHED DUPLEX RECEPTACLE - _ 1 13 GFCI(GFI) P • MONOPOINT LIGHT GROUND FAULT DUPLEX RECEPTACLE Q ❑ RECESSED WALL LIGHT 9 QUAD RECEPTACLE L 0 la ==== UNDERCABINET LED STRIP LIGHT TS THERMOSTAT O ISSUED FOR: DATE: LED LIGHT ® SPECIAL DEVICE OUTLET O L _ - TOV DRB FINAL REVIEW 11.19.18 LED ---- LED STRIP LIGHTING 0° WINDOW TREATMENT MOTOR A WALL SCONCE BY URBANDALE OUTDOOR V BUILDING PERMIT 12.13.18 LARGE OPTION SPECIALTY PENDANT O DUPLEX FLOOR RECEPTACLE 26W LED �1 Vo B ANTIQUE BRONZE FINISH I ° \ F SD 1'-6"A.G. 0 0 TRACK LIGHT H❑c CATEGORY 5E CABLE (FIXTURE HAS FULL CUT-OFF) 0 0 \ Obit DECORATIVE WALL MOUNT I-1112C 2 CATEGORY 5E CABLES I B LOW WALL LIGHT BY WAC LIGHTING * STAKE MOUNTED LANDSCAPE LIGHT HOW RG6 COAXIAL WL-LED100-C-SS (STAINLESS STEEL FINISH) LED 0 \ 0 c I' ® PIER MOUNTED LIGHT HD S STRUCTURED CABLE (FIXTURE HAS FULL CUT-OFF) : / (2 CAT 5E & 2 RG6 COAX) SMOKE DETECTOR C SOFFIT LIGHT BY HEVI LIGHT I _ / �D H _TELEPHONE OUTLET HL-368-AA-8LED-FL (ANODIZED SATIN r Q SPEAKER ALUMINUM FINISH) I 0 / 2018 MICHAEL SUMAN ARCHITECT,LLC. ❑4 CAMERA LED (FIXTURE HAS FULL CUT-OFF) ALL RIGHTS RESERVED. F WALL MOUNTED EXHAUST FAN O O II I SCALE: 1/4"=1'0" F D RECESSED CAN LIGHT BATHROOM EXHAUST FAN _ O O DRAWN: MDS (FIXTURE HAS FULL CUT-OFF) - J JUNCTION BOX ak ilal� A ro_, 0 0 T @ r ^ la AIk ��; 1 8' 0"A.G. PROJECT#: 1809 l 4� I-® SHEET TITLE: ELECTRICAL PLAN I I I I K 1 MAIN LEVEL ELECTRICAL PLAN -PROPOSED E2.02 SCALE: 1/4" = 1'-0" E2. 02 „2 . . ,fc _ ..:. z 0 01/03/19 DESIGN CRITERIA: 1454 GREENHILL CT. REMODEL JOB #: 1812-01 m. Laminated Veneer Lumber (LVL) shall be 13/4" wide and have the following minimum A E VI A TI 0\ LIST properties: 2015 IBC FASTENING SCHEDULE* Roof Live Load (Snow) 80 psf 1. Flexural stress 2600 psi A.B. ANCHOR BOLT LAM. LAMINATED Roof Dead Load 15 psf 2. Modulus of elasticity 1,900,000 psi *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.10.1 FOR FULL SCHEDULE A.F.F. ABOVE FINISHED FLOOR LLH LONG LEG HORIZONTAL Floor Live Load 40 psf 3. Tension parallel to grain 1850 psi A.F.G. ABOVE FINISHED GRADE LLV LONG LEG VERTICALF.) ,n Floor Dead Load 15 psf 4. Compression parallel to grain 2310 psi CONNECTION FASTENING°, b ADJ. ADJUSTABLE LONGI T. LONGITUDINAL 0) rn j Deck Live Load 100/(200 hottub) psf 5. Compression perpendicular to grain (parallel to glue line) 750 psi ANCH. ANCHOR LTWT. LIGHTWEIGHT N I rn Deck Dead Load 30 psf 6. Horizontal shear 285psi Joist to sill orgirder 3 - 8d common toenail ' D °' APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER U 1 rn Wind (3 Second Gust) 115 mph (Exp. B) 7. Connection of multiple-member beams: 3 - 3" x 0.131" nail Z P P ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL RISK Design Category II A. Top-loaded beams 3 - 3" 14 gage staple - - o Bridging tojoist BD. BOARD MAX. MAXIMUM c o n Seismic Design Category EXEMPT i) For members 12" deep or less, nail each member to the next with 2 rows g g 2 - 8d common toenail each end a N rn 2 - 3" x 0.131" nail BLDG. BUILDING MECH. MECHANICAL (n rn.� IBC/IRC Edition 2015 of 16d nails at 12" o.c. BLKG. BLOCKING MAT'L MATERIAL I- p� 2 - 3" 14 gage staple X ii) For members greater than 12" deep, nail each member to the next with 3 BM. BEAM MANUF. MANUFACTURER z c = Q SPECIAL INSPECTIONS: rows of 16d nails at 12" o.c. Sole plate to joist or blocking 16d at 16" o.c. typical face nail <3" x 0.131" nail at 8" o.c. BOT. BOTTOM MIN. MINIMUM I- B. Side-loaded beams 3" 14 gage staple at 12" o.c. B.O.W. BOTTOM OF WALL (N) NEW J N a. No special structural inspections are required. Periodic observations of construction by the i) For two or three member beams, nail each member to the next with 3 BRG. BEARING NOM. NOMINAL D c structural engineer are not considered to be special inspections. Soleplate tojoist or blockingat braced (n '- rows of 16d nails at 12" o.c. wall anel 3 - 16d per 16" braced wall panels CANT. CANTILEVER N.W. NORMAL WEIGHT z CD ii) For four member beams, bolt through with 2 rows of 1/2" diameter bolts (4)-3" x 0.131" nail per 16" C.J. CONTROL JOINT O.C. ON CENTER � FOUNDATION DESIGN: (4)-3" 14 gage staple per 16" CMU CONCRETE MASONRY UNIT OPNG. OPENING O. N °O at 12" o.c. OPTION: In lieu of thru-bolts, use 2 rows TrussLok screws © in 12" O.C. each side (stagger from each other and stagger at each side). Top plate to stud 2 - 16d common end nail CEM. CEMENT OSB ORIENTED STRAND BOARD p u7 CO a. Design of individual and continuous footings is based on an assumed maximum allowable 3 - 3" x 0.131" nail M L ao iii) For members consistingof more than four members, contact structural 3 - 3" 14 CLG. CEILING �I'_ PLATE bearing pressure of 2500 psf (dead load plus full live load). gage staple CENTERLINE PLYWD. PLYWOODO O b. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per engineer. Stud to sole plate 4 - 8d common toenail U m the recommendations of the geotechnical engineer, below frost depth. n. All lumber used in construction shall have a maximum moisture content of 19%. 4 - 3" x 0.131" nail CLR. CLEARANCE PKT. POCKET Cr L J COL. COLUMN R.O. ROUGH OPENING c. A representative of the geotechnical engineer shall verify soils conditions and types during o. Unless made of treated or naturally decay-resistant wood, all deck beams and joists 3 - 3" 14 gage staple \r + o Q excavation. Because geotechnical information was not available at the time of preparation (including glue-lams) wider than 1W' shall be sealed and flashed at the top surface per CONC. CONCRETE RAD. RADIUS i w > of the construction documents, we have used assumed values based on similar sites in architect. 2 - 16d common end nail CONN. CONNECTION REF. REFERENCE the area. Construction of the foundation may not proceed without verifying these values. p. Framing 3 - 3" x 0.131" nail CONT. CONTINUOUS REINF. REINFORCE/REINFORCEMENT Notes: -_tea: 3 - 3" 14 gage staple CONST. CONSTRUCTION REQ'D REQUIRED qa; j�� Report any discrepancies from the design assumptions to the structural engineer for 1. Floor Construction: /e. 3 " Double Studs 16d at 24" o.c. face nail C.P. CRIPPLE POST RET. RETAINING ��$®®�mP. re-evaluation of the foundation design. A. Provide /4 thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, r' �i;3Es�-:01+® 3" x 0.131" nail at 8" o.c. C.W. CRIPPLE WALL REV. REVISION �.�n ® /4,,i0s d. Backfill around and above structural buttresses and retaining walls shall be exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" , 'f compaction-testedper the recommendations of thegeotechnical engineer. 3" 14 gage staple at 8" o.c. DBL. DOUBLE R.S. ROUGH SAWN .. P g along panel edges and at 12" along intermediate supports. Install sheathing e e. Verifytype of fill with soils engineer and structural engineerprior to backfilling. Double top plates 16d at 16" o.c. typical face nail DET. DETAIL SCHED. SCHEDULE c mom" yP 9 9 with long dimension perpendicular to joists and end joints staggered. 3" x 0.131" nail at 12" o.c. �� " DIAG. DIAGONAL SECT. SECTION � .�•�n B. Provide solid blocking between floor joists at all bearing locations. Blocking 3" 14 gage staple at 12" o.c. DWL. DOWEL SHT. SHEET �®°®m® `. REINFORCED CONCRETE: material shall match the floor joist material. DWG. DRAWING SIM. SIMILAR t .kkcSS�®NP'.�� Double top plates 8 - 16d common lap splice �a a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI STRUCTURAL STEEL: 12 - 3" x 0.131" nail EA. EACH S.I.P. STRUCTURAL INSULATED PANEL 318) as adopted by Chapter 19 of the 2015 IBC. 12 - 3" 14 gage staple typical face nail E.J. EXPANSION JOINT SPEC. SPECIFICATION b. Structural concrete shall have a minimum 28-daycompressive strength of 3000 psi. a. Structural steel shall be detailed, fabricated and erected in accordance with the most Blockingbetween joist or rafters 3 - 8d common toenail ELEV. ELEVATION SQ. SQUARE P g P c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Admixtures current editions of AISC Specifications and Code of Standard Practice. to top plate 3 - 3" x 0.131" nail ENG. ENGINEER STD. STANDARD 12/13/2018 containing chloride salts shall not be used. b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and 3 - 3" 14 gage staple EQUIP. EQUIPMENT STL. STEEL d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade Rim joist to top plate 8d at 6" (152mm) o.c. toenail EQUIV. EQUIVALENT STRUCT. STRUCTURAL of Concrete Practice. B. 3" x 0.131" nail at 6" o.c. EXSTG. EXISTING T&B TOP & BOTTOM e. Concrete coverage for reinforcing steel: c. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts 3" 14 gage staple at 6" o.c. (E) EXISTING T&G TONGUE & GROOVE 1. Concrete cast against and permanently exposed to earth: 3" and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4"O unless Top plates, laps and intersections 2 - 16d common face nail EXP. EXPANSION T.O. TOP OF 2. Concrete exposed to earth or weather: noted otherwise. 3 - 3" x 0.131" nail EXT. EXTERIOR T.O.C. TOP OF CONCRETE A. #5 bar and smaller 1 1/2" d. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson", or approved equivalent 3 - 3" 14 gage staple F.D. FLOOR DRAIN T.O.F. TOP OF FOOTING B. #6 through #18 bar 2" with the following minimum embedments: continuous header, two pieces 16d common 16" o.c. along edge FDTN. FOUNDATION T.O.L. TOP OF LEDGE 3. Concrete not exposed to weather or in contact with ground: 1. Y2"o 2Y2" continuous header to stud 4 - 8d common toenail FLR. FLOOR T.O.M. TOP OF MASONRY A. Slabs, walls, joists (#11 bar and smaller) 3/4" 2. 5/8"953" Rafter to plate 3 - 8d common toenail FRMG. FRAMING T.O.W. TOP OF WALL B. Beams, columns 1 1/2" 3. 3j4"� 4" 3 - 3" x 0.131" nail FTG. FOOTING THRU THROUGH B / 3 - 3" 14 gage staple GA. GAUGE TRANSV. TRANSVERSE f. Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" or Built-up corner studs 16d common 24" o.c. GALV. GALVANIZED TRTD. TREATED REINFORCING STEEL: approved equivalent anchor systems. Minimum embedments, if not specifically indicated on 3" x 0.131" nail 16" o.c. GEN. GENERAL TS TUBE STEEL COLUMN the drawings, shall be according to the manufacturer's specifications. 3" 14 gage staple 16" o.c. G.L. GLUE-LAM TYP. TYPICAL 1 a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Joist to band joist 3 - 16d common face nail GYP. GYPSUM/GYPCRETE U.N.O. UNLESS NOTED OTHERWISE Manual of Concrete Practice. GENERAL REQUIREMENTS: 5 - 3" x 0.131" nail HDR. HEADER VERT. VERTICAL (24 T b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM 5 - 3" 14 gage staple HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD Specification A615 and shall be grade 60 except ties, field bent bars where permitted by a. Structural erection and bracing: The structural drawings illustrate the completed structure NOTES: note on plan, or bars to be welded, which shall be grade 40. with all elements in their final positions, properly supported and braced. The contractor, HTS HOLLOW STEEL SECTION W.F. WIDE FLANGE nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. HT. HEIGHT W.P. WATERPROOFF For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" c. Epoxy adhesive for reinforcing dowels shall be "Hilti" or Simpson or approved equivalent in the proper sequence, shall provide shoring and bracing as may be required during a. Common or box nails are permitted to be used except where otherwise stated. ft adhesive systems. Minimum embedments, if not specifically indicated on the drawings, construction to achieve the final completed structure. Contact structural engineer for b. Staples shall have a minimum crown width of 7/16 inch. INT. INTERIOR W.W.F. WELDED WIRE FABRIC • 0 shall be accordingto the manufacturer's specifications. 0 CD INV. INVERTED WD. WOOD P consultation (not in contract) as required. JST. JOIST w/ WITH d. Metric bar size conversion table: b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do K KING STUD w/o WITHOUT `1j METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 not scale drawings. INCH-POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 c. Construction practices: General contractor is responsible for means, methods, techniques, c.4 sequences and procedures for construction of this project. Notify structural engineer of r Ii=4 STRUCTURAL WOOD FRAMING: omissions or conflicts between the working drawings and existing conditions. Coordinate �� requirements for mechanical/electrical/plumbing penetrations through structural elements , r l a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas with structural engineer. Jobsite safety is the sole responsibility of the contractor. All Fir-Larch #2 and better, and all solid timber beams and posts 3" nominal and wider shall methods used for construction shall be in accordance with the latest editions of the be Douglas Fir-Larch #2. IBC/IRC. r 1 b. Studs shall be Stud grade and better Douglas Fir-Larch or Hem Fir. d. Details not specifically shown on the drawings shall be constructed in a manner similar to y RTl c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 the details that are shown for like conditions. These items shall be brought to the 4 RTl studs per plan and shall be nailed together with 2 rows of 16d nails © 6" on center along attention of the structural engineer as soon as possible for approval. Approval shall be each stud. obtained prior to installation. d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows e. All waterproofing and flashing is the responsibility of the architect and contractor. of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts f. It is the responsibility of the contractor to contact the structural engineer at the spaced at 24" on center. appropriate time to perform site observation visits. Observation visits to the jobsite by e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates the engineer are for determination of general conformance with the construction 'k� placed directly on concrete walls or slabs shall be pressure-treated Hem Fir #2. documents and shall not be construed as inspection. f 4 f. Ledgers attached to concrete walls shall be treated Hem Fir #2, or if LVL material is used, g. Though every effort is made to provide a complete and clear set of construction I-JOIST OR LVLCD shall have a continuous waterproof membrane between the concrete and the wood. documents, discrepancies or omissions may occur. Release of these drawings anticipates HEADER TO MATCH g. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a cooperation and continued communication between the contractor, architect and engineer DEPTH OF FLOOR treated 2x6 bearing block. Provide W' clearance around end of wood beam. Block against to provide the best possible structure. These drawings have been prepared for the use of ` JOISTS , 1 sides of beam pocket with treated 2x blocking to provide lateral support for beam. a qualified contractor experienced in the construction techniques and systems depicted. r , h. Beneath solid or built-up columns noted on plans, blocking of area equivalent to column h. General contractor is responsible for ordering structural elements (including lead time) to < above shall be provided within floor joist spaces and in wall spaces below. Door or window adhere with the schedule of project. 9 , trimmers consisting of a single stud do not require special blocking in the joist space. i. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, •i- i. i. Except as noted otherwise, minimum nailing shall be provided as specified in the framing, foundation and anything else that may affect the work shown on the drawings. _l m m "Fastening Schedule" in the IBC. Underpinning, shoring and bracing of existing structures shall be the responsibility of the -\ 0 L .i 0 j. Bolts used for wood framing connections shall be installed with standard washers and nuts. contractor. r , r k. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush-framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member supported, as TYPICAL PLUMBING/MECHANICAL HEADER SCALE: 3/4" = 1 '-0" shown in the manufacturer's published tables. Contact structural engineer for details as required. I. Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall be ripped to match the width of the wall or beam flange. Nailer plates supporting top flange hangers from one side only shall be installed flush with the face of wall or beam designed by MTN flange at the hanger locations. SEE FRAMING PLANS drawn by DRP FOR HEADER SIZE checked by TDH issued PROVIDE A MINIMUM OF ONE KING STUD, PERMIT 12/13/18 OR AS SPECIFIED ON PLAN POSTS SPECIFIED ON PLAN INDICATE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS TYPICAL WINDOW/DOOR HEADER SCALE: 3/4" = 1 '-0" sheet Hi JOB #1812- 01 SOA 01/03/19 (E) STEP / T.O.F. /// /7/ \ N \ / / / (E) T.O.W. = 58 -0 \\ \ (E) STEP / // (E) T.O.F. = 50'-0 \ TO.F. N -\ \ \ OD C / / \ \ \ // // (E) T.O.W. = 58'-0 \ \\ 6 75 � rn / (E) T.O.F. = 54'-6 \ \ z �.o // \\ C o N /�` (E) T.O.W. = 57'-4______\_\ Uj a �°�' -, �\ (5) T.O.F. = 54'-6 \\ H X \ � \ �\ \ N\ \\ Q � � �\ \ H 0 --,,,,, XI_ --- _____.\ \_ (E) T.O.W. = 62'-10Y2 \ 1 I \\\\� Z �' (E) T.O.F. = 60'-6 I I ® \\ \\ 0 4) ao (5 )T.O.W. = 58'-0 / \ U - I I (5) T.O.F. = 54'-6 \ \ \ \ a(c:o � -1 DWL. (N) CONC. TO (E) \ \ Xo 0 1� w/ #5 DWLS. x 25" \ \ \ \ 2 '5° •cc 0 m (E) T.O.W. = 63'-0 EPDXIED INTO 3/4"0x4" \ \ L o• - (5) T.O.F. = 60'-6 HOLES C4, 12" O.C. \ I I \ (r o > 2'-O" 11'-0" I I 1 (E) T.O.W. = 61'-0 I 7 'c"� (5) T.O.F. = 54'-6 NI I ��' .em. N 1 ' �- ADD 12" THICK �'Xyl o CONC. BY DIM.'s �_ / L \ �® ssforit l 1 SHOWN, TYP. K- �X� 12/13/2018 (3)-#5's LONGIT. o I 3" CLR. FROM BOT. 0 to I I (N) 3'-6 x 3'-6 x 1'-0 PAD w/ 7_7 (E) T.O.W. = 57'-4 ® D4 c° (4)-#5'sx3'-0 EA. Ix' (5) T.O.F. = 56'-6 0 WAY (3" CLR. FROM 74 L_ — BOT.) (E) T.O.W. = 54'-6 1'-9" 1'-9" ( ® @ (E) T.O.F. = 60'-6 1 17'-10" � / 12'-10" 7_7 of / �x L (N) T.O.W. = PER ARCH (E) STEP (E) T.O.F. = 54'-6 o I I T.O.F. cti ° (E) T.O.W. = 64'-0 in (24 (E) T.O.F. = 54'-6 IY t ` SAW-CUT (E) CONC. ( * 7 7 7 7 -so J1 / FDTN. WALL FOR N " " cO Q\\ (5) T.O.W. = 5 7'-4 ( ) �_1 �_1 �,�• l (E) T.O.F. = 54'-6 WINDOW OPENING PER \_ / L a��� p6S:- �O �1 ARCH. QEF, ` 17 1 �� �� (5) T.O.W. = 58'-0 �y G �, lo L 0 (E) T.O.F. = 54'-6 0 0 3'-10" - N9' 1 �-- L— _ -1 k � 0I ��G in o 6-� �xI � V (E) T.O.W. = 67'-0 P. _ / (E) T.O.F. = 54'-6 n - _ 2�A rrrTT I 2'-10" S • e.4 t� 1 I ( ® � N*1- 124 ro j 20 I z c.....N / -- LCD (E) T.O.W. 57'-0 ( ® � ,h4 I (E) T.O.F. = 54'-6 / _ si 3'-6" o ( ® 1 ( O 1 `V , 1 / / In (5) T.O.W. = 67'-0 1 FIELD VERIFY LOCATION (E) T.O.F. = 57'-4 OF STRUCTURE w/ o EASEMENT \ ENCROACHMENTI (5) T.O.W. = 67'-0 (5) T.O.W. = 67'-0 ( ® 1 N (E) T.O.F. = 54'-6 (E) T.O.F. = 57'-4 1 (E) STEFI \_ / \_ 2 / designed by MTN T.O.F. � r,-- drawn by DRP 3'-6" 3'-9Y2" 8'-2/4" checked by TDH 1 / / / issued PERMIT 12/13/18 NORTH FOUNDATION PLAN SCALE: 1 /4" = 1 '-0" oOIIUih4jIII PLAN NOTES FOR NEW FOUNDATION: \. 1. NEW TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. 2. NEW POSTS FROM ABOVE ARE INDICATED: El 3. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). sheet 4. DO NOT SCALE DRAWINGS. JOB #1812- 01 10 °Ft/4 eliaeh 77-F r 01/03/19 /1/I / / r r r �% 141� ^\\\\ \ \ 1 //, / / / - - 1 —��- - 1- 1-(2- J �L CD to in I r�JI (N) SIMPSON U610 � — - - - - — — —\ t- H--±.- rn X101 I 1 L (N) (3)-9Y4 LVL \ -/// 1 1 �1 1 1 1 IF ro_ v \�\ Q 'C i LL ,h1 1� 1 1 (N) SIMPSON LUS210-2 x LN J N —I— - — — ^ — — — — \\\\ _ (Dc(;( 11 I (N) SIMPSON LUS210, TYP. \'z \ O 114 \ \ O N Lr) I_HI_ - - - - - - - - � N 11 co+� .® LOCO 1 11 1 : 1 j_ _ _ _ _1 w r (E) W8x15 _ _ ' - - �- - o Q - - - - - - - - � ma. -� -z- - li — � > a +1 11 1 I ,iifq — — x:cs2?-N,..I. ., ,,,, �/ 1 + - - N ra ® e T + ;. ' - - - - S�Ci� >>� - - L - - - - - - -r -� =x cfl Ic U :11 c0+o no® �� c®gt' °®®�®es �� tiJ�� cg. (N) SIMPSON LUS210, TYP. 1 I 1 I �_o �I-'-' w P� — — — ?)\,-?,.. I © F� N N Q ir ®O z 7 l PACK WEBS OLID FOR HANGER 1 1 I X o x z +6 i 0 / I 1 ATTACHMENT 1 wL 5/$"0 THRU-BOLTSI1 - 1 Co o—N v 12/13/2018 r 41— — © 24 O.C.J(SAGGERED) 1 z z s_ I rJ I vI _ie o — � - - ctN LLI II (N) SIMPSON LUS210, TYP. 'r' +co '� 1 > 1 I H _i_lf_ N L `� 11 F� o 0 I co H I- v — 0. °s'� �� o 1026— — J Hi/ W 0 � 2 I)- -L 121 Nd �� STL. BM. PER PLAN r , - - - - - - - - - dam - -L _ _T �- -1== ==co _ _ 7 eir 1 c°o co+ 1 (2)-) "ox4" LAGS - 1L 12) �� — '— — — ii .� BUILT-UP LVL STUD -FIT- �R �y - COL. PER PLANT __ ca+ — — _ _ __— _I (E) (2)-2x10 �� D 3/4" = —, —I- 6 SCALE: 1'-0" T I �' 1 L 1 1 -, 1 i L 1 1 —, - - t - - o� N 6x6 3" MAX. STONE VENEERlit g C...) � N� Aek i= & MOTAR PER ARCH. r i1 111 I - - - T N S T _ o 2x BLKG. © JOIST BRG., TYP. - - - z--. v ., l _--,__-_-- 0 (4)-10d NAILS F �+ t IP 'l I I I - - ® CONT. 2x12 RIM (E) (2)-2x10 1 I �, N - o / , vA I _ _, 1 C\I_L 111\ JOISTS PER PLAN H 1_ ti �--� i 1 — L 4 6+6, o STEP T.O. (N) BM. PER PLAN o DEKCING/PLYWD. Zi ' .,5 � � rt — °�o `` N o 4 71'4 (2)-54'0 LAGS w/ `� o o v • 5" MIN. PEN. - - -i� `V © LO Wj 1 N v< ._ , , 1 6�J ti — � 1 _ a 1 6 N Ci 6 - - - - - 4I N l , -------- .--,------ POST PER PLAN © `V 12;2; 2 N _ _ (0 x - iv (0I ' N I- ---------- -SIMPSON ABU66, TYP. H . N .--.[D'''' \ maim - Z T k -- 10 I II 1 JA H- t I_ Z Q - -► % I N SIMPSON� .r o STEP T.O. 6, LUS210 OR 6 00 ��1 DEKCING/PLYWD. +6' LUS210-2 +6, rir V, o I12"0 CONC. PIER Z NORTH designed by MTN I (2)-#5's VERT. MAIN FLOOR FRAMING PLAN SCALE: 1 /4" = V——0" ,;III III�IU"1111j ql, drawn by DRP o PLAN NOTES FOR NEW FRAMING: checked by TDH — 1. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: :::::::::::::::: issued BELLED FTG. - SEE PLAN FOR DIAMETER 2. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: M PERMIT 12/13/18 NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 1 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 \ 3. ALL POSTS ARE LABELED AT THE TOP. EQ. EQ. 4. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 0.C. SCALE: 3/4" = 1'-0" 5. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. NEW WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH w/ FLOOR JOISTS UNLESS NOTED (DROPPED). 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR ORDERING STRUCTURAL ELEMENTS (INCLUDING LEAD TIME) TO ADHERE WITH THE SCHEDULE OF PROJECT. 7. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). sheet JOB #1812- 01 ti °F 1/4 01/03/19 / /1 (E) 2x12's @ 16" 0.C. /I \ \\I + 4 (N) (3)- 7Y4 LVL (E) (2)-11% IM.L. i±i/ F..--:::---- 1 ..-0,/11 \r r fi - 41 \ rj., )/ /— 1 1 (3) to in /// \ +6' '/ tst5' \ — �.o (E) 2x10's @ 16" O.C. \ / `\\\ (/j ° rnCn C -1 \ < •� , � - N \ \ <-) Z c \ � )\, - �� / L 00 IL - U m U / L Q J CONTACT ENGR. 1_-J c TO REVIEW EXSTG. H---i — / 11 I 11 CONDITIONS UPON I DEMOU11ON — — 1 r (E) (2)-2x10 n"n (•1 H -r 1 00 I I 1 1 (11:,tb?. . t 1,44 �: /41 (E) (2)-2x10 —(E) (2)-9Y2 M.L. 3��® II ,„0"......",/ z -L t I L ] CONTACT ENGR. �. SIMPSON HH6, — — _, * - M , TO REVIEW EXSTG. 0 TYP. (E) (4)-11% M. CONDITIONS UPON z 12/13/2018 Pr _ —F�� DEMOU11ON , Q J J I J '— H - - - I 1 - L - ; . , IF (E) CONDITIONS J I _J L _I \— � °' ARE NOT PRESENT N F 1-1I N �_ N AAS SHOWN, (N) BM. _ -,7-i LU PO 1 1 x X ---- INFO. IS SHOWN b T. — \ HERE. ALIGN COL's 2 ;);15:)— — I — 1^ — _ — ON (E) FDTN. BELOW. z � - I I- 11 r i1 I � I E) 0)111% M. 1.1 I - ---- A I — - I 1ITLI- _I FIELD COORDINATE (N) SIMPSON LUS28, TYP. (24 II — LOCATION OF — — — — t — — � — — (N) 2x8's © 16" LADDER w/ ARCH. i� : ,,, „,,, - - 1 1 �_� O.C. FOR ATTIC 11 1 I C ' � L DBL. JOIST J IIID! f -EE rt - r � H F- 00 I- zr �(E) (4) 17/8 M�I� o O N O I (N) 2x8 LEDGER w/ T — — HII .� I X 1 (2)—LEDGERLOK SCREWS m m .� c� P� © 16" O.C. (EA. STUD) I 1 V.I.F. \ --� E-J I L J L J LJ Imo\ 1 / ,4 r — �r — DBL. JOIST 1 �.i-� I (N) SIMPSON LUS28-2, TYP. 1 11 124 — L I :;;1 - - / \- - I I - - - - - tom - - - �L - - - � � - - � — - - - 1 H / \ - - - H / LCD J it Fr- /\_,_ 1 T / \- - - L •< t r / I N I__I- - -;/ I I �r I I 7L LJAL L � - - - - - (E) 2x121s @ 16" o.c. \ designed by MTN drawn by DRP li il _L I \ checked by TDH NORTH issued ROOF F R AM I N G PLAN SCALE: 1 /4" = 1 '-0" .,;lollllll11llllll IIIiii, PERMIT 12/13/18 PLAN NOTES FOR NEW FRAMING: _ 1. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: ::::::::: 2. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: WI NON—CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 3. ALL POSTS ARE LABELED AT THE TOP. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR ORDERING STRUCTURAL ELEMENTS (INCLUDING LEAD TIME) TO ADHERE WITH THE SCHEDULE OF PROJECT. sheet 5. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). ( ' 4 JOB #1812- 01 AO OF go „,„:74.04.4:14., id,4ki 01 01/03/19 / INLET \ GENERAL NOTES MAIL BOXES 1. DATE OF TOPOGRAPHY: OCTOBER 3, 2018 If MANHOLE 500 / PROJECT BENCHMARK 2. PROJECT BENCHMARK:SEWER MANHOLE 500 NORTH OF LOT 1W LOCATED IN WESTHAVEN CIRCLE RIM ELEVATION=8042.1' \ RIM ELEVATION=8042.1' (SEE DRAWING) s 3. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT / Z . . Villii . . ----... -� \ PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD CURB DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE PROVIDED BY LAND \ TITLE GUARANTEE COMPANY ORDER NUMBER V50051230 DATED JULY 26, 2018 AT 5:00 P.M.. / ./ 4. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED . Z UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH V� DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE / �sT�j COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. � I ��`1l A V / -----:\--\\\\ i' i X40' R�Gy ��T T 5. LOT 1E IS SUBJECT TO RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT / . r 0 1JR jTT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, F WqY 1 V FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF • 0=13°28 54 INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT 8046.3 R=245.00' L=57.65' __ OR RESTRICTION IS PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT RECORDED APRIL 04, 1978, I \ IN BOOK 268 AT PAGE 698 AND AS AMENDED IN INSTRUMENT RECORDED AUGUST 25, 1987, IN BOOK 468 AT PAGE • W���" �� CH=S76°23 15 E 57.52' 447 THROUGH 472 AND AS RERECORDED IN INSTRUMENT RECORDED SEPTEMBER 15, 1987 IN BOOK 469 AT PAGE *fit-`' �3 801, AND AS AMENDED IN INSTRUMENT RECORDED MAY 2, 1990 IN BOOK 528 AT PAGE 154 AND AS AMENDED IN - INSTRUMENT RECORDED MARCH 5, 2007 UNDER RECEPTION NO. 200705601. (NOT ABLE TO PLOT) / �,/�'.� '-� 8048.8' I. / \ � �✓'��'�� 6. LOT 1E IS SUBJECT TO EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE�� ����� '`y� /�►� GLEN LYON SUBDIVISION RECORDED JULY 18, 1978 IN BOOK 272 AT PAGE 370. (AS SHOWN HEREON) / N:__117 ,,..804:6.3',:w1752.77:2,00' ` . iii, � ��8050'- , 7. LOT 1E IS SUBJECT TO EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS, RESERVATIONS AND NOTES AS I _ _ +aoe2,5`\' _- 1�. . . , ����1 SHOWN OR RESERVED ON THE RESUBDIVISION PLAT RECORDED MARCH 11, 1998 AS RECEPTION NO. 649388. CONC. PAN RIP RAP �■N � �_- ��( � �� �� I sos2.3' (AS SHOWN HEREON) ■■■ t� � ' 6' FOUND #5 REBAR & ME awl ►, �, +8053.3' __ ■■■� ��► RED PLASTIC CAP ■ � �16�7► X80 ( 8. LOT 1E IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF PARTYWALL AGREEMENT BUT OMITTING ANY COVENANTS I MIL 1 0 4�`' Ag 55'�- `At \ y LS NO 26626 �■_I sN,.�: OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, iiirIP, STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH �lII� I - ,�� 010 • ((/ 10" ___- IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS ■■ -•�� �9 - +8os4s `■■■m( / �►�,�,,►� cak �( ��` 8055'- � PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT RECORDED MARCH 11, 1998 UNDER RECEPTION NO. / / Nom �;M�O +8058.5' ��'i►�� Q ----2•0\-- - .-\-\,1-.//„ �� -------- ,..:(.0 649389. (NOT ABLE TO PLOT)■� �� .::®� o: �.y� 9. LOT 1E IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF AMENDED DECLARATION AND PARTY WALL AGREEMENT TATVitoi =' -�! �'. _ BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ��•O� LOT 1 YY i ��/\\� ��/ �j� � � ORIENTATION FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF `J / / -���` • ., ; � INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT +soss.7' _ OR RESTRICTION IS PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT RECORDED APRIL 23, 1998 060, UNDER RECEPTION NO. 653485. (NOT ABLE TO PLOT) T / p� h �e�e�..-_ 1 \ C� (906, 10. LOT 1E IS ZONED AS SPECIAL DEVELOPMENT DISTRICT #4 (SDD#4), REFER TO THE TOWN OF VAIL PLANNING '�� � ■■_�`■ j' 3.7' _ \a'/ '�/(� ' DEPARTMENT FOR SETBACKS AND BUILDING HEIGHT RESTRICTIONS. �1 7rr�. zo '� ■ ,.... r�rrr■ IIIA.■r�rr■ T10 - l •■rte ■rr�r- �. ` /• / �� -4114■ -oh \ ^ . COLUMN ■■■�■■■.111 /��\ / �. i�,80 PIER qoj�••• re -------1 l (�/ �' 1.2' ,*410.- A, sr �Itill` CANT/ EVER �/Y ��1 1� D� DECK' ��ir�:rr , I ��/6 10 oco'l W 8061.9' lir■ ' t\\ i // fit ,� // (;) . L g1I ( FF �.��rrr�rr�� �� ��rrk� i' • �_ 8062.2' ' ��I�r.� ' ■�r-37 •••• �r +8063.3' / / • ll 1'X7.3' 11 II MEN �iii■� 8061.5' I �t CANTILEVER M -Illr�rrrr�rrr■I �� s 2.0' '�I IIL,��� ' 1 6' , 1111- ������� : i���� ���iii�i� � � s'3' �4' ,,'�-...,..1 •0-0-0- �z LEGEND • �co' ��� � 35'02 / 16 42 ► �������_t 12.s' % / �D� / I �� � DECIDUOUS TREE WITH APPROX TRUNK DIAMETER �'- L d � 80COLUMN 1111C1 NLOT1E ,.0' /• 10.201 ACRES � 0 V\ /j!Ir ♦♦ -4 CONIFEROUS TREE WITH APPROX TRUNK DIAMETER DRESS: 1454E GREENHILL COURT FF O co/ �2 + . / / �i �• �♦♦♦ I sassDECKN / • ,..,( ACCESS EASEMENT ) ♦♦♦ / ° ;�`,���\ TELEPHONE PEDESTAL RECEPTION No. 649388 ; t +8066.5' / ISI GAS METER D/ *'A ♦♦♦ / IEM1 ELECTRIC METER 0 LIGHT POLE 4140 'NIP , lo i 3'in 1 \ 12 2' oO TRANSFORMER QE ELECTRIC MANHOLE * 8071.0' CANTILEVERFOUND #5 REBAR & rr`� ♦♦♦♦ I 1a \ I♦♦♦ soss.3' feStekekto ROCK WALL RED PLASTIC CAP WILS# 26614.♦ ♦ ' �� CONCRETECANTILEVER � �STEPS� // - J - TRACT B e FLAGSTONE aoss.l' 1 4.6' i Wr %' 4S r � i i a / E .0 RIP RAP cd� , ��36., o // � �� F ; / N gr) V HOT +8068.6' �C����m�> 0 j a:y I TUB \ // �� BOULDER WALL •‘. 41,1 )4 i f 96, ♦ °,,/\,0 i a: Q FF 8059.8' rn 8066.9' \`t/� Nr +8067.5' * I I nr I //;7_710 7.....7_7 - EDGE ASPHALT N6p. * �� 144P �_ I I� /soss.l' �2.0' �I DECK -�� 4 44 ''� bi�_ �� ,10' Ss Walj ��� 2 2.5' r -IX/ 80691 LOT 3 11P-440 ova,. 4[►� ���_ �' ��fjJ� l't ►� ii:''41' � � � 82" ��� ' ,,\ i � ' 1.1 15 0`�``7�'' vw we ir'" 8059' r �' N 1 01 � km 1 ��� ► �i �'r i3i� v' 1 .� i,; �'e'W _ 5' r � �.y� � soss.� MI i p ��/ 16.69' � � ' � � i' 807 ---- -'15''' AT .,/)‘• -- :4611- p' +8070.4' +8071.6' FOUND #5 REBAR Sc RED PLASTIC CAP ------ - LS# 26626 N86°50'02"W 121.63' /� \ 6 �_�- - /4,i,\,------ � _� /'/_//\\\ �\ $DSD ---- FOUND #5 REBAR & „----- ______.10 -._. - N REDNS266261C CAP z0 \ LOT 2 a O a IS, CERTIFICATE N I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF 3 THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS o MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE.i •o ��/Q� Ma'* ♦♦OSP° . < o ♦o G'' c` co N P P N O O III N -\- ==�JIO/23/2018••�� a •••••••° iMNAL • I-ANS \0 w DATE: .*M, 41.I BIGGS COLORADO P.L.S. No. 27598 FOR & ON BEHALF OF PEAK LAND CONSULTANTS, INC. co GRAPHIC SCALE 10 0 5 10 20 TOPOGRAPHIC MAP Lr tiA LOTA RESUBDIVISION OF LOT 1 , GLEN LYON ( IN FEET ) SUBDIVISION (AMENDED PLAT) Z ' ` 1 inch = 10 ft. TOWN OF VAIL, EAGLE COUNTY, COLORADO 0 E, PEAK LAND CONSULTANTS, INC. PEAK LAND SURVEYING, INC. DRAWN: KPJ REVIEWED: BB 970-476-8644 FAX 970-476-8616 SHEET 1 OF 1 9, 1000 LION'S RIDGE LOOP VAIL, CO 81657 DATE: 10/23/18 PLC JOB#: 2186 O 174, - -75.3' i / -NOD \ -----4 / 01/03/19 )./AD / INLET / MAIL BOXES MANHOLE 500 / / PROJECT BENCHMARK RI E • RIM ELEVATION=8042.1' / 11"111116111111111.1 CURB / / • o / / Nit' sT _________ ________ ______ E hr ______ A VDN 1 / T.) � ; Ricyrof 'DR/ 0=13°28'54„ • _ / 1 / (0 ' fI ��� 8046.3 ; yj I ;; R=245.00' L=57.65' CH=S76°23'15"E 57.52' ' il 414 w 0 _____ c 1- v-, / • / I � I-- 8048.8' 0 • iik z IA ti +8052.5' / ►/ CONC. PA RIP RAP rte► �\ J ��\ `1,I� libmi,‘:....,41:t.\'•� \ 1N IHI � ,�?� /f� ,6 8052.3' FOUND #5 REBAR & 5 5 / ��� ���,'� ti ��T - - - : •STIC CAP / Fi►� 8 S5 ��� � �- --- -- - - NO 26626 ' . Q ��rr X " _ - , II, ��_ �1��._\l1 �2v io +8054.5'/ 1 II/ / ■I • I . 1 `7� y1►� �. ` gp FOHND No.P ASTICACAP • •1 (� +8058.5' � ►tir \� L.S. No. 26626 ' ._-_3---4.---.2 2 38 CO r NI/I CNA:L D. 0 / / c--' O LOT 1W _ i-It -d' ,_ d (*)6 / 8057.74'--- o ( °' /../%(1) i ----- � 8 p6p +8059.7 i�� r __ 057.6 '2,06.7-5 ll 0 3484• / AN,, IP ��6,,,>/./% � % ,c`v ,`"°°°74, "� �� r / 0) ' ' ,,,,-------;,./7 � 8 , Thi �/ ' ' � / 0 PIE�2' CANTI EVER,' ''' ► �/ ` / 1.2' 10" f8ECK� / %U /A r,Ammiw 8061.9' i / /�))f / �,ipo 3.7' FF 1 ® �' 8062.2' 2.5' a (24.8') / 7 ' / \ :066.6' y ( ___ +8063.3' ILI 0 • / (� „,„„„,, 1'X7.3' . - I ,.....„,,„„„„, 2.0' \ \ \ ( *, CANTILEVER +8061.5' \ 1 la CI) CC / M\ I' Z 0 / \ ) ) S6-7-0- 41P2 - / ��. 3�2'---.,4. 4 ' ...„,ni 76 �4 C l►� 12.6' i i 4\ \ �C LO 1 , ___,,,, • � ,,- �/ 7�8p65•� • ul al / o� v /1(/ �coLuMNA til\ N0.201 ACRES 1.0' I / CO� \ \ ' ~181ADDRESS: 1454E GREENHILL COURT ,I 1 ' • / \� / FF +8063.7 8072.2' I� �8071.7'1 CO 41, i��dr„�' �__ • \\\1/8/059.1: 056.3' ui DECK "� °r�'�:r EXISTIN PECK T NIN / ter'°_� GACCESS EASEMENT , /� G ¢ O REMAIN(RECEPTION No. 649388) +aoss.5' rt47 fn > /� / iine 2.0' 2.3' � N > la iz, - .... ____ 3.4'�/ �''�� \ i \ DECKI �� N/ Z 0 A FOUND 5 REBAR & � �m o 8071.0' CANTILEVER 1 .2' o(3) i # �� �. 1 `n 9�, 1111 _\ �sos�3' '/16 ' j //\RED PLASTIC CAP 0 CC mgoLS# 26626 �� �. ® I R, I2.6'_ 14.6,,` \ „i' i i (���m / i �so5s.1' CANTILEVER /� z.v.wa:�- ,STEPS' `\�\�// 0,/ , TRACT B (fi\ 4.6' I //FOUND No. 5 REBAR ��C{�� C1V�36'F ��o�� I // 1 N �i HOTS' Z CC AWITH RED PLASTIC CAP � +soss.s' ILI ,+8067.5" ��/'l - / L.S. No. 26626 ��( *� Qg6, °� 1 1I a, I soss.s' TUB •/ Z 1,11 N60, . ,„,,,,„ ., � ������ �----- 2.0' °' DECK K_9•2- 8069.1' /��� ml ,„,. � SS �((��� \ �• ft"AV WIWAWINIkmi- ������� \� �.. 91111 ,,1I�� �-'� ------------/� p•• �i .,� 32.2' 2.5' r/� sosal' � �/�\ \ CIC A� �, , ��( � „J.-h....1,4. 1����i�i��4 = �� � $1004 h1 i_206,9„,.... ��0� 0.7'440 ��� SPq PECK V al ILI cp LO 3 � •� i w ww� � � � C' �'� Tr .c�.� ��� (23.1,),_ �.�� REPLACED WIT NEW ED AND � r� ,�i!' :• • - ��•- - --.q io 15o - _ FINISHED ELV DECK WITH �- „�=�' ` y ` - ��� l �S WITH N ALIGNINGin /' ' �i Y4 _ p+fI, r>� ice► �r� drif�> r i '��.� �� O _O O _8068.8' ��� Alp EXISTING E 806 O__�_ DECK AST DINING ROOM . ' ` � � ��' ����1`_ � � �r-, ro ti X15" -----/'�%1v�� 16.69' � 1 8070,_ / 414 , / .... .............. SIM ���► � - - +8070.4 � �� - FOUND #5 REBAR 8c 1--gimp / ' _ J RED PLASTIC CAP CC 7-` - __ --- LS# 26626 N86°50'02"W 121 .63 /// Zif\\ - -474 -`•44, -----.....-i..------.--- _-- __ �`_._ _ I •- DATE: \\/' //\\\ \\ ao1 --�� \�- -FOUND #5 REBAR 8c / \ / \ I I-:FINAL REVIEW 11.19.18 RED PLASTIC CAP ----- /�-I .__- LS# 26626 BUILDING : / \ LOT 2 ARCHITECTURAL AND LANDSCAPE SITE PLAN -EXIS1ING / X1.01 / \ / O ' L1L8RMIGICHHTAsERLESsUEMRAvNEDARCHITECT,LLC. / \ / SCALE: DRAWN: A41";Si CI-Cr GRAPHIC SCALE 1 PROJECT#: 1809 SHEET TITLE: SITE PLAN 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. \ / / / X/i 0 / / \ I I 7. L 1�07� ED RI g 1 10._0" • 34'-0" 1 ui0 7g o . 3 2' LEDGE AT 39"AFF a `,b I LOW CABINET (,) r • SECONDARY BOX _ ' .. UNIT �; ELECTRIC PANELS M U9 :CC : >85 / / 41�gp BEDROOM D- - M %\ FIVE CLOSET 5R @ 7.4" F7-NPOWDER FIVE < • 4 @ 11" - ) TWO lir (:0 8" 1' 1%$' e://x3100 L ( / 2'-10" 1'-3" b' 9" j; • ,6- BUILT-IN SHELVES 24 x 68 (100) ,�FT4's,4 '''`i N STAIR 28 x 68 �A O ����� Cl) • \ ›, _ o I WDr , CPT 100 O 1::- -\ 24x 68 0100-) - BUILT-IN DESK 210x 68 T.V. _ ABOVE 1 w 8"WIDE STEP Q AT 6'-6"AFF FIREPLACE b CONFIRM CLOSETFAMILY 3'-1"x2'-7" ciiiiiiiiiiiiiiiiiiiiiiiiii444444ip • - FOUR ROOM OPENING ) . 8"WIDE STEP , o AT 42"AFF in• • • C100)(2)2°x 68 \ SHELVESI-L ,__ • 10'-2Y2" 17'-57/8" 114 • `:' la 0 CC BEDROOM (loo) ❑ "' FOUR Im Z 0 24x b$ • • L_o J • EXTERIOR T 100 � n .,/i r . n 1 O ENTRY STAIR N BEDROOM 24 x 68 (10� L J o � L J THREE - !TILE 6"WIDESTEP 2°xb8 EH BATHPLANTERAT 42"AFF CPT- TWO4"WIDE STEP iin >• • _J 12'-3%4" MECH II AT 6'-0"AFF r. / :'S:3 I S VALVE \ TUB �,� TILE CONFIRM Zn • CLOSET THREE 100 ,_ ° 8 ❑ „ C1C ]� EQUIPMENT 2 x 6 100 CPT II • 1 ABOVE, 100to / CONFIRM ° a 2°x 68 `� �100� 3 x I C100D CC 4" LEDGE AT la E • • (2)2°x 68 PT 26 x 68 BEDROOM 42"AFF ❑ ❑ • 9, l'L = o TWO ml Z Z ILI EXT. CPT - Z 12C la ROOM < • DN la • = ,- 3T @ 11" A la 0 4R @ 7' 12'-93/4" 111 El , PLANTER o CASE • C100) CLOSET ih WORK TWO ` • HLOCKERS EXT.CPTV EXT. CPT 26X 68 4 L �' I _ F CONC CONC MECH L C`') -• ` I / issuED •' IA BUILDINGTOV DRB FINAL REVIEW 11.19.18 PERMIT 12.13.18 17'-73/5- 8" 3'-1 1" J GARAGE ) M :D _ / / SCALE: 9 DRAWN: MDS 25'-93/$' PROJECT• • U' • 1 • SHEET TITLE: EXISTING PLAN b 5- - • - -• .- M 1 LOWER LEVEL PLAN -EXISTING • 2'-0" 27' 6" • 2 • 6 . 32' 0" PLAN NORTH likt of dd4, X07 IP001/03 RI g o o ztni_ .g.) 1 I I L 1:00 a) H 7 NfI— 0 L0 i ee: SECONDARY UNIT .. 0 ENTRY �������► �� - il - ,0 > STN- / -WD STAIR �� SKYLIGHT °� BENCH ? 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DATE: (1) LAYER QUIET ROCK GYPSUM BOARD ON WM = WINDOW MOUNTED ONE SIDE OF WALL IN LIEU OF GYPSUM BOARD TOV DRB FINAL REVIEW 11.19.18 M = MOTORIZED (RECESSED) BUILDING PERMIT 12.13.18 MA = MANUAL OPERATION HIGH WINDOW ROLLER SHADE IN WINDOW C = CURTAINS-RECESSED TRACK TRIM VALANCE UNLESS NOTED OTHERWISE J B = BLACKOUT MATERIAL D = DECORATIVE SHADE S = SOLAR SHADE 1x6 T&G WHITE OAK SOFFIT DECKING WITH RS = ROMAN SHADE a"SQUARE REVEAL GARAGE / ADDITIONAL LAYER OF$"GYPSUM BOARD ON EITHER 2' RESILIENT CHANNELS DIRECTLY AT o BOTTOM OF STRUCTURE OR ON METAL CEILING - FRAMING AT DROPPED CEILING AREAS © 2018 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. QUIET ROCK GYPSUM BOARD ON EITHER 2' SCALE: 1/4"=V-0" RESILIENT CHANNELS DIRECTLY AT BOTTOM *. 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Qs SPEAKER C' ALL RIGHTS RESERVED. ❑4 CAMERA :ATH H SCALE: RV ED 1'0" F WALL MOUNTED EXHAUST FAN � I _ F BATHROOM EXHAUST FAN - ( 0 DRAWN: MDS 0 J JUNCTION BOX rf___n i PROJECT#: 1809 SHEET TITLE: ELECTRICAL PLAN -, - p \°_J Ti - r.JJ 1 1 1 1 i MAIN LEVEL ELECTRICAL PLAN -EXISTING XE2.02 PLAN NORTH