2018-00455 - adv plan review - Laserfiche WebLink

Home Browse Search

Hca C�CO. oby© �k' °�c r�o a�5 �c�r�\o��r 4:Z ej tZc r` �` '�� Q4` cad a, 4 ffl Z �� a�a `c► CMZ � OG 400 c & qj v" o �JQ � t� GNO ° Jm 50 1 INTENT WITH THE DECK COLUMNS AND TRIM 15 TO USE NATURAL WOOD AND FINISH WITH GABOTS BLEACHING OIL $ 1 GOAT SEMI -TRANSPARENT STAIN. 2' - O % - O" TRIM GOULD BE SOLID OR BUILT-UP FROM'D' OR BETTER WESTERN RED GEDAR IF DECK COLUMNS AND TRIM ARE PAINTED TO MATCH HOUSE TRIM COLOR, COLUMNS ADJOINING THE HOUSE COULD BE ELIMINATED. SEE ALTERNATES. O 9, - 2" 25' - 4" rPROVID:EIDIN N00LL PROTECTION SH,AkLL RE ACCORDAivCEVITH IRC CTI312.2.1 AND 312.2.2. It Se ?ration garage side Otthe HauselGara a'M a required`0' the sum board with 1 coat of tap lithe firewall I t tthe inates ceiling One layer of /2" gypsum ortir e shah thethe walls and columns supe Drag common wall from the ceiling e° ng the roof sheeLn the house and got less 1-8 at the underside o ection. Doors be comb steel doors n must have the same prof door, solid or honey l9e a 1.318 inch sold wood inute fire rated label. inch tri thickness or 20 m 12'-O" I. 4'-2" 011 24'- O" ICA3759 E ICA3753 E cV r , r , cV ELEC. BASEBOARD HEAT I FIRE SEPARATION 6) I `` WAIL CEII INN y/ %C MIN- WALL gD. JOINTS TAPED GARAGE FRE 'DOOR SOLID CORE , ELF CLOSING I OVEN DW WASH Y IA R TO 7-31/4 iIli 0 c9 12" SQ. BOXED C (TYP.) �f I Iw L �A2A� F_ r ~ I o GONG x F.D. �I I I I I I I DEGKING H� VAG�niviv vrli�iii I ELEC. BASEBOARD HEAT SITE PLAN EXTERIOR FACE OF CONCRETE FOUNDATION WALL TO 5-11/2 FACE OF FURRED GYP. I TIGHTLY SPACE DECKING TO PROHB T I I I A5 BENCH HOOKS A6 10' SQ. BOXED COLUMN j INSECTS (OR USE INSECT SCREEN ! ELEVATIONS ,,. FOUNDATION WALL j I ------ I -STEAM_ Il I -J I -- - - - - - - - I L - 6 1/2xll DRYWALL BEAMS ABOVE - F.D. STRUCTURAL PLANS STA7�c_�REG. I STRUCTURAL PLANS R� �D FIRE SEPARATION 6) I `` WAIL CEII INN y/ %C MIN- WALL gD. JOINTS TAPED GARAGE FRE 'DOOR SOLID CORE , ELF CLOSING I OVEN DW WASH Y IA R TO 7-31/4 iIli 0 c9 12" SQ. BOXED C (TYP.) �f I Iw L �A2A� F_ r ~ I o GONG x F.D. �I I I I I I I DEGKING H� VAG�niviv vrli�iii I ELEC. BASEBOARD HEAT SITE PLAN EXTERIOR FACE OF CONCRETE FOUNDATION WALL TO 5-11/2 FACE OF FURRED GYP. I TIGHTLY SPACE DECKING TO PROHB T I I I A5 BENCH HOOKS A6 10' SQ. BOXED COLUMN j INSECTS (OR USE INSECT SCREEN ! ELEVATIONS ,,. FOUNDATION WALL FACE OF GYP. BD TO A9 _ I i BELOW PORCH DECK) All 6 1/2xll DRYWALL BEAMS ABOVE - FACE OF GYP. BD STRUCTURAL PLANS 52 STRUCTURAL PLANS 41/2" SEE ALTERNATES I I I I L--------------------- �-----FOYE 73-0�7-yO"WRDI — FACE OF GYP. BD TO i� {{ - - ---------- EXTERIOR FACE OF SHEATHING LAZINGff(2) - - y MANUAL RETRAGTAB ( <x" - - - - - - r - --- HDWD- - - - - - 18' SIDELIGHTS DOUBLE DOOR scRE N_ __ ....__7-0 7 3 UP 18R I I GONG ETE I _ FACE OF GYP. BD. TO -- ----- { r CL OF OPENING i g ■■©eeeee■■ 2' - 31/4" (1/2" GYP. WALL SHEATHING) :FAGE -_------ ryl 1 OF GYP. BD TO DN 17R I zl C) {r7)F=_r_K`EI I I5'-� EXTERIOR FACE OF SHEATHING TO CL OF INTERIOR WALL I I DRIP-�TxHRU � '�� EXTERIOR FACE OF SHEATHING 3' -10" 11 1/2" i' _. GREA` 2 M I 12/13 I I TERMINATION 0 V �_._ fv - ' I WITH CABOTS BL NG OIL & 1 GOAT SEMI -TRANSPARENT Q r STAN. TMBER5 GOU BE SOLID OR BUILT-UP FROM'D' OR BETTESR WESTERN RE CEDAR. FLASH TOPS OF HORIZONTAL SURFACES.IFSOLJD IMBEesAREUSED,v9PFY5PEGIESAND ROTRES157ANGEW OWNER SEE ALTERNATES. 3'-8" 14'-7 5-8" 2'-4" 10'-0" l'-8" 4'-6° 9-4" 2'-0" 7-9 21'-6" 14'-0" 13'-10" MAIN LEVEL PLAN 0 2' 4' 8' 6M mm� 11 O cv TRUE 11 FLOOR PLAN DIMEN510N_INC7 QUID GENERAL NOTE -1/2" INTERIOR DRYWALL SHEATHING IS DEGKING USED IN EXAMPLE BELOW -- - I SHEET CL OF OPENING SITE PLAN EXTERIOR FACE OF CONCRETE FOUNDATION WALL TO LOWER LEVEL PLAN FACE OF FURRED GYP. MAIN LEVEL PLAN 3 Y. A5 ROOF PLAN A6 10' SQ. BOXED COLUMN A7 ELEVATIONS ,,. FOUNDATION WALL FACE OF GYP. BD TO A9 BUILDING SECTIONS DETAILS A10 ' All DETAILS FACE OF GYP. BD STRUCTURAL PLANS 52 STRUCTURAL PLANS 41/2" 61/2° (USING 1/2" GYP. WALL SHEATHING) I 10 — FACE OF GYP. BD TO o 3 EXTERIOR FACE OF SHEATHING 0 DN 3R (OR FOUNDATION WALL) I I3' __ ....__7-0 7 3 m - FACE OF GYP. BD. TO ► d CL OF OPENING g ■■©eeeee■■ 2' - 31/4" (1/2" GYP. WALL SHEATHING) :FAGE STONE SLAB STEPS . OF GYP. BD TO i � FACE OF GYP. BD 4' - O" µ T - O EXTERIOR FACE OF SHEATHING TO CL OF INTERIOR WALL EXTERIOR FACE OF SHEATHING TO EXTERIOR FACE OF SHEATHING L.._.I 12/13 ee©■■ecce■ T KOZY HEAT SP41 ' I- — — — — N • - SEE ALTS. — — — — J II IIl II If �I. II/r�� i''�l'� S\, ly�''•`;%Pk'��+f. E ITDH5476 E C. _ DESIGN INTENT WITH ' PE=RGOLA ITDH5476 HORIZONTAL L 1� _ / }"� FRONT PORCH COLU (FREE-STANDING) AND IS TO USE NATURAL WOOD AND FINISH TERMINATION 0 V �_._ fv - ' I WITH CABOTS BL NG OIL & 1 GOAT SEMI -TRANSPARENT Q r STAN. TMBER5 GOU BE SOLID OR BUILT-UP FROM'D' OR BETTESR WESTERN RE CEDAR. FLASH TOPS OF HORIZONTAL SURFACES.IFSOLJD IMBEesAREUSED,v9PFY5PEGIESAND ROTRES157ANGEW OWNER SEE ALTERNATES. 3'-8" 14'-7 5-8" 2'-4" 10'-0" l'-8" 4'-6° 9-4" 2'-0" 7-9 21'-6" 14'-0" 13'-10" MAIN LEVEL PLAN 0 2' 4' 8' 6M mm� 11 O cv TRUE 11 FLOOR PLAN DIMEN510N_INC7 QUID GENERAL NOTE -1/2" INTERIOR DRYWALL SHEATHING IS SUITE 100 USED IN EXAMPLE BELOW EXCELSIOR, MN 55331 EXTERIOR FACE OF CONCRETE FOUNDATION TO SHEET CL OF OPENING SITE PLAN EXTERIOR FACE OF CONCRETE FOUNDATION WALL TO LOWER LEVEL PLAN FACE OF FURRED GYP. MAIN LEVEL PLAN A4 cv A5 ROOF PLAN A6 ELEVATIONS A7 ELEVATIONS ,,. FOUNDATION WALL FACE OF GYP. BD TO A9 BUILDING SECTIONS DETAILS A10 ' All DETAILS FACE OF GYP. BD STRUCTURAL PLANS 52 STRUCTURAL PLANS 41/2" 61/2° (USING 1/2" GYP. WALL SHEATHING) • 10 FACE OF GYP. BD TO 3 EXTERIOR FACE OF SHEATHING 0 (OR FOUNDATION WALL) rz - FACE OF GYP. BD. TO ► d CL OF OPENING .DATE ■■©eeeee■■ 2' - 31/4" (1/2" GYP. WALL SHEATHING) :FAGE OF GYP. BD TO i � FACE OF GYP. BD 4' - O" 3'-0' (CLEAR DIMENSION) T - O EXTERIOR FACE OF SHEATHING TO CL OF INTERIOR WALL EXTERIOR FACE OF SHEATHING TO EXTERIOR FACE OF SHEATHING GENERAL FLOOR FLAN NOTES: - ALL WALLS TO BE BID AS 1/2" DRYWALL WITH LEVEL 4 SMOOTH -SANDED FINISH SEE BUILDER SPECIFICATIONS. - ALL CEILINGS TO BE BID AS 5/8" DRYWALL WITH LEVEL 5 FINISH UNLESS NOTED SEE BUILDER SPECIFICATIONS. - G.G. TO COORDINATE DOOR THRESHOLD OPTIONS/SIZES AND SHOWER CURB HEIGHTS WITH OWNERS $ DISCUSS A.D.A. AND MATERIALS. BID STANDARD SILLS AND THRESHOLDS. - VERIFY WITH OWNER ACOUSTIC WALL PARTITIONS (BATT INSUL.) BETWEEN PUBLIC AND PRIVATE SPAGE5, AROUND BATHROOMS, AND AROUND BEDROOMS. ACOUSTICALLY INSULATE ALL DRAIN LINES $ SUMP LINES (INCLUDE IN BASE BID). VERIFY WITH OWNER LOCATIONS FOR NET $ BLOWN CEILINGS. SEE ALTERNATES. -STAIRS TO UPPER LEVEL- CURB -TO -WALL CARPETING ON TREADS, RISERS AND LANDINGS/ PAINTED SPINDLES / STAINED HANDRAIL CAP / PAINTED NEWELS / SOLID WALL BELOW STAIRS FROM ML TO UNDERSIDE OF STAIRS -STAIRS TO LOWER LEVEL = WALL-TO-WALL AND CURB -TO -WALL CARPETING ON TREADS, RISERS AND LANDINGS / PAINTED SPINDLES WHERE REQUIRED/ STAINED HANDRAIL GAP / PAINTED NEWEL - STANDARD FORCED AIR HEATING AND COOLING, TYP - PAINT GRADE CABINETRY INCLUDES: FOYER, KITCHEN, GREAT ROOM; MUDROOM ALL BATHROOMS AND LAUNDRY ROOM. VERIFY ALL CABINET FINISHES WITH OWNER. GLAZING IN CABINETRY DOORS TO BE SEEDED GLASS. CLOSET ORGANIZATION SYSTEM (C.O.S.) INCLUDES: PANTRY AND ALL WALK IN CLOSETS (W.I.C.) -COUNTERTOPS: GRANITE WITH LEATHERED FINISH (UNLESS NOTED OTHERWISE) -INTERIOR TRIM: SEE TYPICAL. INTERIOR WINDOW AND DOOR TRIM DETAIL - INSULATION R -VALUES, VAPOR RETARDERS, FOOTING DEPTHS, DRAIN TILE AND WATERPROOFING, DRAINAGE PLANES, FRAMING HEIGHT ABOVE GRADE, AND ROOF VENTILATION TO MEET OR E(GEED APPLICABLE CODE REQUIREMENTS. GOORDINATE BUILDING TECHNOLOGY WITH LOCAL INSPECTORS. CONSTRUCTION QUALITY TO BE COMMENSURATE WITH HIGH-END CUSTOM HOME CONSTRUCTION. FOR BIDDING, ASSUME FIBERGLASS BATT WALL INSULATION, BLOWN -IN FIBERGLASS CEILING INSULATION, VAPOR BARRIERS CAULKED $ TAPED AS REQUIRED, OSB WAIL AND ROOF SHEATHING, LP 450 SUBFLOORS, AND WATCHDOG WATER -PROOFING AND DRAIN -BOARD INSULATION. SEE SPECIFICATION ALTERNATES. t - ON-SITE ENAMLFLAND STAIN JNISHES RECOMMENDED. If &A �/ IJ !;I - i -FURNITURE 5H0'WN FOR REFS NGE ONLY. N.I.G. FINI+C) AREA LOWER LEVEL 822 SF MAIN LEVEL 1123 SF UPPER LEVEL 1165 SF TOTAL- 1 3110 SF 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 FAX: 952-767-5859 EXCELSIOR, MN 55331 Info@sharrattdesign.com SHEET INDEX Sur -1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTES $ RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN A6 ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS A10 TYP. WALL SECTIONS All DETAILS Sl STRUCTURAL PLANS 52 STRUCTURAL PLANS PROJECT TEAM ARG H ITECT SHARRATT DESIGN $ COMPANY CONTACT: MIKE SHARRATT PHONE: (952) 470-9750 EMAIL: msharratt@sharrattdesign.com STRUCTURAL ENGINEER LARSON ASSOCIATES, INC. CONTACT: JED LARSON CELL: (763) G82-95.30 EMAIL: Iarson jed@gmail.com GENERAL CONTRACTOR EVERLA5T ENTERPRISES CONTACT: JIM CLEARY PHONE: (612) 868-0748 EMIAL: jim@everlastenterprises.com PROPOSED DESIGN FOR: 2635 Gosco Point Rd Wayzata, MN 55.331 SHEET A3 LEGAL NOTICE - THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $ GOMPANY, L.L.C. OC COPYRIGHT 2018 SHARP -ATT DESIGN $ COMPANY LLC. II • • - ► u .DATE ■■©eeeee■■ i � e®eee■e■■■ 12/13 ee©■■ecce■ • - ■■e©■■■eee • - eo■c■■■■ec • :■e■©■e■■e■ • - ON 04/23/18 • - - eeeee©ecce ��■■■eee■■■■ eeeee■ PROPOSED DESIGN FOR: 2635 Gosco Point Rd Wayzata, MN 55.331 SHEET A3 LEGAL NOTICE - THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $ GOMPANY, L.L.C. OC COPYRIGHT 2018 SHARP -ATT DESIGN $ COMPANY LLC.