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HomeMy WebLinkAboutB14-0234 approved plans — J . _ F EXISTING GONGRETE SLAB �■ ,044 i 4ity 14110,To 11-1111-1111-1I r II 14 = I I it i1r!! ] 911:6 06_41.6r L car li SITTING ROOM I�- 14f la o) Va'' - - EXISTING 203 d1� 7 OPENING ABANDON DUCT, I m I ~ FLUES PER u_-- --_i III I I I N o - 04/29/15 DEMO NOTES EXISTING = L-= J 0 m E EALGON" _= J KITCHEN BEDROOM v Y r- -, --, IIri I 302 • • , - ■ v IN STORAGE II \ / II VERIFY STRUCTURAL 204 111 108 ii - ELEMENTS PRIOR TO 1 II REMOVING WALL BEARING Li I_ —I �r LUNDRY� ELEMENTS, IF ANY.II - I ( \ C REMOVE CAP III Io�f I % J L LL (ONLY) OF �-NcSIL - - JL - - J - `l I —C 1 c _ KNEE WALL �Ir - - - � � - - - � - 7 = A = 1 II ( ) ( ) I — � [�I � / o o \ �TAI -S �/ \� �/ TAI- II / LiI STIR \I I• � - - - �/ 5 300 _ _ _ ill C - o 1 1 I L BATHROOM u- 0 SALVAGE THE ANTIQUE PAIR I BOB — co o O o Q OF DOOR BETWEEN THE V L—.I = — — ARCHITECTURE X DINING ROOM AND KITCHEN - z 1 1 POWDER - FOR OWNERS PLANNING BATH2 � ^ INTERIORS I ( \ ( \ " • _ w ° I GGr - - SINCE 1977 10,6 I z 20- p DINING ROOM o UNFINISHED _ �� - - - 5 =J L '� 202 r-� p - Io CUT OPENING IN i CLOSET I �/ II ARCHITECT S o Y FRAME WALL = _ _ _ 105 I II m OPEN ONE SIDE OF GM TO OBSERVE LOFT 90 N B E N C H V A R K ROAD I I - � o o � - - - - sur POSSIBLE CONFLICTS WITH STRUCTURE 50 SUITE 2 0 l CLOSET - AND/OR MEP SYSTEM FOR - - PROVIDING MORE OPENNESS/ _ 104 1 1 - C LINE OF LOFT ABOVE TRANSPARENCY OF THIS SECTION OF T N — — OPEN ONE SIDE OF GWB TO WALL FOR REPLACEMENT DETAILING ff B 0 X 5 3 0 0 - ��j� ��j� OBSERVE POSSIBLE CONFLICTS - PRICING. PROVIDE ADD ALTERNATE OPEN ONE SIDE OF GWB TO - O I WITH STRUCTURE AND/OR MEP PRIGS FOR: OBSERVE POSSIBLE CONFLICTS AVON , C 0 81620 ry II SYSTEM FOR PROVIDING MORE I. DEMO OF ONE GWB WITH STRUCTURE AND/OR MEP - N,_ OPENNESS/TRANSPARENCY OF 2. REPLACEMENT OF GWB SYSTEM FOR PROVIDING MORE THIS SECTION OF WALL FOR OPENNESS/ TRANSPARENCY OF THIS SECTION OF WALL FOR 970 . 949 . 5200 p CUT OPENING IN REPLACEMENT DETAILING LIVING ROOM REPLACEMENT DETAILING m FRAME WALL PRICING. PROVIDE ADD 201 PRI GINLTERNATE PRICE FOR: G. PROVIDE ADD - AI.. DEMO OF ONE GWB ALTERNATE PRICE FOR: V m v m a, C O m O 2. REPLACEMENT OF GWI. DEMO OF ONE GWB 2. REPLACEMENT OF GWB B [ REMOVE EXISTING FIREPLACE FAX 949 . 5 2 0 5 - N L FINISHES AND SUBSTRATE TO FACE OF - BEDROOM I WOOD FRAMING (INCLUDING HEARTH TILE AND WOOD MANTEL). REMOVE 101 BEDROOM 2 AND DEMO EXISTING FIREBOX TO _ ';f' (-. ?1,/ r, . 102 ACCOMMODATE NEW DIRECT VENT, OPEN TO BELOW =5 4 \\\ GAS APPLIANCE i'�/0 Lfi -‘ K TOR oFLUE ,� CHASE ` 1.Cnfl I I C C I 1 I 1IH II - \ rr \\\<4._'K/4 Cl.c: IST 0L'V'L' D'Ivi0 FLABcc,5 SEGOND LEVEL DElvi0 PLAN " 7- 1RD LEVEL DE1v10LAN �--�- 0 - SCALE: I / 4" = I'70"0" SCALE: I / 4" = I' - 0" SCALE: I / 4" = I' - 0" . . W V Z WALL KEY � LINE OF EXISTING /I - - - - FOUNDATION ABOVE [ WALL OR PART OF WALL DEMOLITION NOTES: Q TO BE REMOVED,U.N.O. pm O Cfl yi 1 EXISTING WALL TO REMAIN THE FOLLOWING NOTES ARE TO ASSIST IN COORDINATION OF J sm Et co DEMOLITION ACTIVITIES WITH BUILDING OFFICIAL AND TO COMPLY 0 V) WITH STANDARD OF CARE, IBC AND INSURANCES IN PLAGE. = W O UNEXCAVATED NEW FRAME WALLS U �, Z Q OQ I. A SCHEDULE FOR DEMOLITION, IF REQUIRED BY VAIL BUILDING ~ W H Et EXISTING ELECTRICAL PANELS OFFICIAL, SHALL BE SUBMITTED BY CONTRACTOR WITH A COPY TO 0 0 OWNER REPRESENTATIVE AND ARCHITECT. NO DEMOLITION WORK �I z -I [ SHALL BE COMMENCED UNTIL APPROVED BY TOWN OF VAIL. H �J Q 0 STAIRS Q (1),-, ) OOB [ _2. MAINTAIN EXISTING MEANS OF EGRESS AS REQUIRED BY IBC. ~ CI) 0 J _ EXISTING DM/ 0- W ; F — ■ iir!! DEMOLITION KEY - PLAN -inn ‘ftlIP WALL OR PART OF WALL TO BE REMOVEDWI f.f.fao) 10'' EXISTING TO REMAIN - 04/29/15 VI • • ` " • V IV DEMOLITION FLAG NOTES 1 GUT OPENING IN WALL 2 DEMO 15 PERFORMED BY HOA GONTRAGTOR (GE JOHNSON) 3 REMOVE WALL ARCHITECTURE i PLANNING INTERIORS SINCE 1977 / ARCH I TECTS 90 UI BENCHVARK ROAD _ NEW EXISTING _ _ NEW EXISTING _ SUITE 2 0 l BOX 5300 AVON , CO 81620 970 . 949 . 5200 — — vmda@vmda. com 0 I 1'n'' I r I FAX 949 . 5205 • - K - . rr L0 , VI.1 TOIR 0 SITTING ROOM O T ` A'"K 203 * D� 0 0 � o , - • BEDROOM / v `1 ., .:r• 4 ``4 K I TGHEN 302 ` t' A?�U 04 ' .i` 2 - / W ------) V LO — I — f O O Z I- � � War . B,4 HROOM J in _ Q 2 © Jim ° 00 D ' I U I-1-1 p p Z Q DINING ROOM O ' <1. 2 W 0 - D — 202 n — _— ` IQ ill Clj � O �, o J LOFT 0 momi Q 0 301 Q C.5 U) • _ 0 V w > = Ce) 0 i LO LIVING ROOM 201 = Q I N1 H [L I D) U El i ©COPYRIGHT Victor Mark Donaldson 1 4 \ Architects All Rights Reserved • II II II II II II — 11--11 11III II — REVISION DATE 07/01/2014 JOB NO. 1346 �� ��- -�� Ta W LE0X EL DEVQ FLANSECOND TH RD 0 I SGALE: I / 4" = I' - O" SCALE: I / 4" = I' - 0" 8c LEVEL DEMO PLAN SHEET NO. AO . 1 404 F 1,4 2" 2" 3 112" Alk NEW 2x4 WALL _ I — .4© 6'-3" 3'-3 3/4" �* 8" '-O" -\ 8" INSIDE OP PARTY I I'- 3// j / / _ DECORATIVE SURFACE ,l' v b // // �48r4 WALL GWB \ VERIFY MOUNT 6t11101/10/341 \ \ \ I •�. r-- EXISTING CONCRETE SLAB �.— \ SHOWER HEAD $ SUPPLY IF I I FTI I PIPES, 14 �� ( I C n II IIII IIII II II _ II \ ( \ NO NEW INTRUSIONS dI m ry = BATH TUB BENCH INTO PARTY WALL ig 7'-0" MIN. / -49P 16, // ry 151-111/2" p I 5'-I I/211> PANTRY 1 DW 1 m 15 I/ " 32X60 I (TYP. THROUGHOUT) , n /- \ /1- - - I / SLOPE Q_ _ \ / MASTER STE,4M O E� N\i L I \ / BATH SHOWER r BUNK ROOM O - - [ / LOCATE STEAM UNIT O D DB OG G iB/W JOISTS 3O3 304 DIRECTLY ABOVE SHOWER, 04/29/15 Jb WIDE, SHELVES 108 GOOK TOP: >L AT BEARING POINTS 8 Ill I ACCESS FROM W.G. I FULL HEIGHT 108 CEILING MOUNTED _ W 2x4 HALF OF FREE STANDING TIE '-5 12" 2' 6" I'-O" 3'-2" I ADJUSTABLE VENT HOOD W/ / / / // 0 / I DISREGARD MECH. LOCATION r Tv in WALL INSIDE LESS THAN 400 CFM .� TOWEL I \ N TOTAL FOUR) PARTY HALL EXISTING z tX HEATER 0" \ I �`I 16" HIDE, SHELVES FULL 2'-11" 107 FL4 - _ / 3'-0" / HEIGHT ADJUSTABLE p / F12 ° \ GHB, INT. ELEV. E BALCONY O o (TOTAL FOUR) m I BUNK SITTING ROOM in I FLb . O N ROUTE ALL HALL,m (Nil m BATH o - FL2 � / 110J SKIM GOAT/FLOAT 10 I `r I 104 2O3 0 KITCHEN \ o I u I \ = NOT PARTY HALL '� \ SLAB FOR UNIFORM ` 6� MASTER BEDROOM 1 �\ N CLOSET \ - 2O4 - 302 303 I Q (TYP) FULL HT. ir f.`,1.� _� TRANSITION � Gl_OSET d I 3� FL2I W G SINK I �; WALL if) N / 110 — ry ry -_l Q - - - v =1/ DBL.2x4 FLAT E H in I 305 I ry --- J L RECESSED TV (GWB WRAP) o ROUTE ALL PLUMBING �\ \ �r r \ FRAMED HALL, TYP. , � \ N IN CLOSET HALL, \5TA I R I I POCKET DOORS OR _ - _ _ _ - CONFIRM SIZE OWNER / • HANGING =N I \ ` / \ = NOT PARTY HALL ROD oP, WH 103 I >z D PRE-MFR. — — (TYP). FULL HT. .Y 05) I o I I HALL/FRAME SET TO, — [STAI 5 .R '1 S Lb HIGH1 R 5 — HALL PROVIDE NEW 7 0¢ I `J' I I 3O• I -L I lui) R-38 SPRAYED I BATH 3 — — 305 �\ PLANNING FOAM INSULATION z I _ FOR BALCONY/ ,01 LAUNDRY O I 107 "J ' BATH 2 �4� - 304 INTERIORS _ 1, O 8 HIGH CLOSET ry NO CEILING CEILING I- 4 - -1 III _ FLIO 4 I 104 10,6 �� CLOSET __ SINCE 1977 ASSEMBLY I D 1 I FLIO /\ F1-2- I o I r FLIO FLIO 307 WALL 306 THIS O _. THROUGHOUT �` FL4 FL 10 - = CLOSET N - I I ®i p = l- 0 E 301 � � _ - -�� — —o — - O 103 Res R 5 ry ARCHITECTS _ o I W I I — — - FL2 \/ CLOSET - Ip— z- p— \ 4 — i— — FL ° \ vFL2 FL2 SUITE 207 X483 N 105 10� I FL5 I J DINING FL2 �FU HT. 90 VI BENCHMARK ROAD Z / FL2 41-10 1/2 31-8" 5i-3" LL / �2 b 3/ ,kii, I / WORK AREA HALL/ // // / \ �\ \ i ' " 3'-rt 1/2" 11-8" _ EXISTING 5 I/2 5 1/2" BOX 5 3 0 0 101 5 1/2" _ 301 FL2 = - - LONG HANGING, •" I,6" HIDE, SHELVES AVON , C 0 81620 \ FULL HEIGHT C _ f TYP. ALL CLOSET ADJUSTABLE LINE OF FLOOR ABOVE LINE OF EXISTING BALCONY WALL CLOSETS I 12 © 2R0OMI - - 970 . 949 . 5200 16" HIDE, SHELVES ( O O 1 u� 101 = - EXISTING vmda@vmda. com FULL HEIGHT FIREPLACE BOX (TOTAL FOUR) BATH I ®'/ - � TO BE REMOVED, LI�INC ROOM = FAX 949 . 5 2 0 5 O 102 REPLACE WITH NEW 201 OPEN TO BELOW 113 FL3 o FL2 N ry _ DIRECT VENT GAS APPLIANCE ,,,,f,.,--;.,-=.7. :t Q. \ cm E - = , , REPAIR STRESS CRACKS AT �t1 o O LI GWB AT SLOPE CEILING OVER -� ♦ 448.3 VAULTED LIVING ROOM AT EAST = - /S r -ZiAND HEST SIDES. _ TOR o \\ 11 IJAP,K , N ® \ NEW SLAB SURROUND D .; it q N 1 AND SLAB HEARTH ON FLOOR `n \ ` �/ LI1 II---1111 'III II 11--1111--II II II1/61k"D Aj3,9,... mk I ST L'V'L "LOOR FLAB: SECOND LEVEL FLOOR FLAB (:),- .- T- IRD LES-- -LOOK LAS 44 0--- SCALE: I / 4" = I' - 0" ODSCALE: I4" = I' - 0" SCALE: I 4" = I' - 0" / / W DOOR SCHEDULE V I I I I DOORS FRAMES HARDWARE Z M DOOR NUMBER LOCATION SIZE THICKNESS MATERIAL FINISH MATERIAL FINISH TYPE DESCRIPTION LINE OF EXISTING 001 ENTRY EXISTING EXISTING TBD EXISTING EXISTING EXISTING TBD m Q < Lf) viFOUNDATION ABOVE 002 GARAGE (OVERHEAD) EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING TO REMAIN D 0 C2 003 NOT USED J O 00 004 0 W 0 NOT USED = � z Q 005 GARAGE N/A 1 3/4" WOOD NEW STAIN WOOD STAIN GROUP 1 W/ RATED PER IBC W/SOLID WOOD THRESHOLD, 0 0 Q EXISTING ELECTRICAL DEADBOLT CLOSER AND SMOKE SEAL T W H CK PANELS 006 STORAGE ROOM NEW (2) 1'-6" X6'-8" 1 3/4" WOOD S.C. STAIN WOOD STAIN GROUP 1 - Crl NALL KEY 007 MUDROOM CLOSET NEW (2) 1'-6" X6'-8" 1 3/4" WOOD STAIN WOOD STAIN GROUP 1 0 O 008 MUDROOM NEW (2) 3'-0" X7'-0 1 3/4" WOOD STAIN WOOD STAIN O.H. TRACK CUSTOM DECORATIVE BARN DOOR. HARDWARE 0 z 0 HALL OR PART OF HALL TO MATCH GROUP 1 FINISH (VIA SHOP ( 0 CoSKI TAIR/5 [ - - - - ] TO BE REMOVED,U.N.O. DRAWINGS/ SUBMITTAL PER IBC) Q (f) I H STORAGE N N N \\� /// EXISTING WALL TO REMAIN 0 � J FLOOR \\\ii/ EXISTING DK/ 101 BEDROOM 2 NEW 2"-6"' X6'-8" 1 3/4" EXISTING NEW STAIN WOOD 1NEW STAIN GROUP 1 0- V W < TILE - NEW FRAME HALLS 102 CLOSET NEW (2) 2"-0" X6'-8"' 1 3/8" WOOD STAIN WOOD STAIN GROUP 1 BYPASS HARDWARE TO MATCH GROUP 1 FINISH PATTERN—\ - - - - FLIO - - - - - 103 BATH 2 NEW Z-4" X6'-8"' 1 3/4' WOOD STAIN WOOD STAIN GROUP 1 0) FLI - - - - 104 BATH 3 NEW 2"-4"' X7'-0" 1 3/4' WOOD STAIN WOOD STAIN GROUP 1 W to 21-3" PLAN FLAG NOTES I NEW BATH FIXTURES RE: SCHEDULE / 0 0 105 BUNK ROOM NEW Z-6"' X6'-8" 1 3/4' WOOD STAIN WOOD STAIN GROUP 1 Q \� r 005 EXISTING 2 ROD 4 SHELF RE: SCHEDULE 106 CLOSET NEW (2) 2"-0" X6'-8" 1 3/4' WOOD STAIN WOOD STAIN GROUP 1 FLI- o GARAGE FLOOR 107 BUNK BATH NEW 2'-8" X 6'-8" 1 3/4' WOOD STAIN WOOD STAIN POCKET DOOR POCKET DOOR-HARDWARE TO MATCH GROUP 1 00,6 P m FINISH FLI O _ 108 BUNK BATH NEW 2"-0" x 6'-8' 1 3/4' WOOD STAIN WOOD STAIN GROUP 1 rZ ENTRY - 109 NOTUSED 008 d 001 - 110 CLOSET NEW (2) 2'-0" X6'-8" 1 3/4' WOOD STAIN WOOD STAIN GROUP 1 m _ _ ©COPYRIGHT FLOOR d a - 111 LAUNDRY NEW 3-4" X7'-0" 1 3/4" WOOD STAIN WOOD STAIN O.H. TRACK BARN DOOR -HARDWARE TO MATCH GROUP 1 Victor Mark TILE - Donaldson L V z ri = FINISH Architects PATTERN = !X 0 - 112 BEDROOM 1 NEW 3'-0" X6' 8" 1 3/4" WOOD STAIN WOOD STAIN GROUP 1 All Rights 113 CLOSET NEW 2"-0" x 6-8" 1 3/4" WOOD STAIN WOOD STAIN GROUP 1 Reserved Q. 49 i'\--1 O O� = GARAGE 114 BATH 1 NEW 2"-0" X6'-0" 1 3/4 WOOD STAIN WOOD STAIN GROUP 1 MUDROOM f J -i y _ 002 REVISION A 4/6/2015 005 v� 1 o K _ 301 MASTER BEDROOM NEW 3'-0" X6'-0" 1 3/4" WOOD STAIN WOOD STAIN GROUP 1 v -_ 302 MASTER BATH NEW 2'-0" X 6'-0" 1 3/4" WOOD STAIN WOOD STAIN GROUP 1 POCKET DOOR -HARDWARE TO MATCH GROUP FLI 1 FINISH k001 0002_ 303 MASTER BATH (WC) NEW 2'-6" X6'-8" 1 3/4" WOOD STAIN WOOD STAIN GROUP 1 ,i2'.011 304 CLOSET NEW 2'-6" x 6-8" 1 3/4" WOOD STAIN WOOD STAIN POCKET DOOR POCKET DOOR -HARDWARE TO MATCH GROUP DATE 07/01/2014 u_ i1 FINISH N I— 305 CLOSET NEW 2'-6" x 6'-8" 1 3/4" WOOD STAIN WOOD STAIN POCKET DOOR POCKET DOOR -HARDWARE TO MATCH GROUP m �\ 4-1 / EXISTING TRASH 1 FINISH A JOB NO, 1346 N\ PORCH — — -\ T **PROVIDE SHOP DRAWINGS AND SUBMITTALS FOR ALL DOORS AND DOOR HARDWARE FLOOR PLANS < R*S **ALL INTERIOR DOORS/ FRAMES NEW CLEAR ALDER, SINGLE PANEL, UNLESS NOTED OTHERWISE ALL LEVELS & ?,i F-- STEP I_ ** PROVIDE FRAMELESS, EURO FRAMELESS GLASS SHOWER & TUB DOORS, FIXED & HINGED GLAZING TO MATCH BATH HARDWARE ( BRUSHED NICKEL)(STEAM SHOWER AT MASTER BEDROOM DOOR SCHEDULE TO HAVE SEALS) (03, BAS'IvFNT L-------V-'L -MOOR FLAN HARDWARE GROUP 1: VALLI & VALLI, # H1036 , FINISH TO MATCH EXTERIOR DOOR HARDWARE,SATIN NICKEL FINISH, PROVIDE PRIVACY LOCKS AT ALL BEDROOMS AND BATHROOM. GC TO DO A < WALK THRU FOR ALL INTERIOR DOOR HARDWARE LOCATIONS AND SPECIFICATIONS WITH THE OWNER/ARCHITECT PRIOR TO ORDERING. PROVIDE SHOP DRAWINGS & SUBMITTALS SHEET N0, Al . < SCALE: I / 4" = I' - 0" Plitt F 1,4 ■ Adt11410.??4, dI i1R! WALL KEY - PLAN clie EXISTING TO REMAIN + Igy NEW FRAME WALLS 4 co. - : . , ..„ ; NEW CONCRETE WALLS — 04/29/15 RE: STRUCTURAL "• Y • • ` - • V IV ARCHITECTURE PLANNING INTERIORS SINCE 1977 ARCHITECTS 90 UI BENCHVARK ROAD SUITE 207 NEW EXISTING _ _ NEW EXISTING _ BOX 5300 AVON , CO 81620 ', = 970 . 949 . 5200 N _ _ vmda@vmda. com I 1 FAX 949 . 5205 o L II II'1— II II II II elm_ N <-1 Go TOIL- C; C°4 C)N\13i,,;; ro 00 \ ArAoS SITTING ROOM O MASTER BEDROOM c 302I V — 203 N_ HYDROTEGH DECK KITCHEN tt4 RE: DETAILS — _204 _ H L { — — - — 0 0 Z � TAIR% MAS BEG/ROOM m O' I 102 r 1 W o ti 1 EXISTING SKYLIGHT 1 m Q Lid — - L ABOVE J C3 O 2 DECK BELOW J L _ C/) LIJ 0 E O e' Q o 0 W O Q O o �� - Di - 0_ Cid) 0 DINING ROOM 2O2 O a zO H �J < 0 1NORK AREA QC (f) 01 iAk 21 BOI H Q J A3.2 _ _ — — a_ V L1J Q E LINE OF FLOOR ABOVE LINE OF EXISTING KNEE WALL == '''. _ Ce) 0 tm LO eZ LIVING ROOM 201 n n OPEN TO BELOW I�� �J I�I D) IJ�n V = EXISTING FIREPLACE = [P) i . Jpl) I nil ©COPYRIGHT = Victor Mark Donaldson Architects All Rights Reserved CU - I II II II II II II = F-------1111--------1111 II = REVISION oi1 DATE 07/01/2014 43., ,E JOB NO. 1346 NEW EXISTING NEW EXISTING SECOND & THIRD LEVEL FLOOR PLAN 0- S'WND LEVEL -LQQR PLAN T RD LEVEL -LOOK FLAN SCALE: I / 4" = I' - O" SCALE: I / 4" = I' - 0" SHEET NO. Al . 1 :rwriv14" OF 11$4 'thr Ow IP iJ ft' Z rri %.0 i lib . Aillillik /I • EXISTING WINDOW iiiiiiiii wilallft Os/ 71/4'%'-'13°R81.7 r r DR: 4 /1/e:fil!! AP—OVED 7/29 2015 A7.1 -_ 12:�UOO AM VICTOR MARK TDONALDSON ,,IIIIh THIRD LEVEL 1 - - - - - - - - _ - 'luu° 8310.80' 8 1 A6.3 • ARCHITECTURE PLANNING INTERIORS SINCE 1977 EXTERIOR WLORS ARCHITECT S MATERIALS LEGEND - . . . . . . - . SECOND LEVEL 90 W B E H C H V A R K ROAD o o o . :1111 8301. 0 ONEW 3-COAT STUCCO SYSTEM: 5TO POWERHALL FINISH �. o SUITE 0 (FREEFORM TEXTURE - LACE TO MATCH PHASE I), 510 _ / N PRIMER/ADHESIVE -B, SCRATCH (3/8") BROWN COAT (3/8") WI / NN B 0 X 5300 EMBEDDED CRACK ISOLATION MESH, 11 GA SELF-FURRED WOVEN < > AVON C 0 816 2 0 STUCCO NETTING. CONTRACTOR SHALL PROVIDE MOCK-UP FOR N / 0 OWNER APPROVAL FOR STUCCO TEXTURE $ COLOR. RE: WALL N / N / DETAIL SHEET FOR ADDITIONAL INFORMATION. NEIN 2x RS CEDAR WOOD TRIM AND RIM JOISTS: © 970 . 949 . 5200 RE: DETAILS. 1 1 vmda@vmda, com © EXISTING METAL ROOF SHINGLES: TO REMAIN-NO CHANGE ff _ - -1 - - _ - \1111, FIRST LEVEL No WORK,U.N.o. 8301.50 NEW DEGK/BALGONY 4 GUARDRAILS: SHALL BE ROUGH SAWN I_ _ J 1-71-1711 _ J FAX 949 , 5205 4 CEDAR, STAINED. RE: DETAILS ON SHEET ,462. NEW DECKING O T= O ' w.- -. SHALL BE EYERGRAIN, CLASSIC COLLECTION, COLOR GAPE A6.1 O� �,., Ot COD GRAY' ATTACHED WITH HIDDEN FASTENERS. ALL NEW /) DECK FRAMING TO BE PRESSURE TREATED. ` GIS P UNT 35 '90%\\ -XIST NS AST �LVAiQN y� QJ) SCALE: I / 4" = I' - 0" � r,j. c) A+ ,yam EXISTING CHIMNEY'S TO BE PAINTED, \<51.C'0 ON 2 COATS OF PAINT, RE: PAINT SPEC'S TI.I `'`"�.. �`.�' / 6 -Iiiiiiillk W NEIN WINDOW ■ �► 4 A7.1 C`7 waft CONTROL JOINTS: REFERENCE ASTM G 10,63 1.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND W/ o r . TIED AT EACH SIDE. - m Q Q � 1.11.4 CONTROL JOINTS-GENERAL - CONTROL JOINTS SHALL BE FORMED BY USING A SINGLEr*° PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH AD O FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE T- =U IMMEMEMP N-- pp NOT LESS THAN I/8 N. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND V) w SHALL BE IN CONFORMANCE WITH 1.10.1.4. O 1.11.4.1 CONTROL JOINTS-CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN �/ Z o WALLS TO DELINEATE AREAS NOT MORE THAN 144 FTZ AND TO DELINEATE AREAS NOT MORE THAN U O Q 100 FTZ FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE Q W H Et RU STCTURES. 1.11.42 < (1)r.THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR 0 A LENGTH-TO-WIDTH RATIO OF2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE OMMI Z O CEILING FRAMING OR FURRING CHANGES DIRECTION. 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE - Q 0 EXTERIOR WALL. 111A THIRD LEVEL H co Q J 1.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. r — 8 �Illu' 8310.80' 0 w Q � VEt > 1.• . . A6.3 1-0 IN!: ") 1 .I ' _ �muh SEGOND LEVEL - . o o • �11u'' 8301.50' e dr- ©COPYRIGHT / N Victor Mark / N Donaldson / N Architects < > 0 All Rights N / Reserved \ / \ / REVISION - - - - - - - - - - 1,11I� E I RST LEVEL O O O O .111' 8301.50' DATE 06126/2015 0 D. U\ 1T=55 Aik A6.1 JOB NO. 1346 EXTERIOR ELEVATIONS ELEVATQN� �NIT 35 AST SCALE: I / 4" = I' - 0" SHEET NO. A2 . 1 44 401 OF kg 7 II\ , 00,140•11V. La 1111110„ fril CC 04/29/15 MIMMIIIIIIImmmftmmmm \i / ARCHITECTURE // PLANNING INTERIORS SINCE 1977 ARCH I TECTS m THIRD LEVEL &310.&0' 90 1V BENCHVARK ROAD SUITE 207 BOX 5300 AVON , C081620 970 . 949 . 5200 vmda@vmda. com FAX 949 . 5205 y - HYDROTECH'5 MONOLITHIC MEMBRANE b125 FR /.:`'� ..--\\ r; , ! (l,, OVER 5/4" Tit G PLYWOOD SHEATHING OVER NEW 1; s' it RIPPED CO I/8" PER 1'-0", 1/2" MIN. OVER NEW `"~ t n FRAMING RE: STRUCTURAL. °i` T(110\ t * Dr y • a! SflN - - - - - HI - - - _ - - - - - - - - - - - " - - - - - - - - - - - - - - - - -� - - - \IIIA &30O�0, LEVEL ' .r , e: C� . oa oa oa DI . . ca oa oa oa oa oa oa oa DI oa oa DI oa oa oa Dl oa Dl oa Dl Dl Dl oa oa �� !` :* / _____ A%VAtf*%WAWaVNA e* N VVMVWoViVA'NA'AVAVV&VAWAWSSMVeV*'M000ui�►��i�i����i�i�i i'i�i'i ��ioo ou `444444 ',IP�i%V 11 WM'A A'*WMu ' ko A � -` �\ 4====.� 1=1 1=111_1 1 LLQ IIIIII1110 a 1 / N �� 111=111_1 i 1 // I : V ZLO ALL FOUNDATION WALLS: DAMPROOFING 1-111— 1 1/ N 1 1 1 co PER 20[2 IBC SECTION 1805, 0/.2" EXTRUDED 111E111=1 EXTERIOR WALL: STUCCO (RE: SPECIFICATIONS 4t POLYSTYRENE INSULATION ON EXTERIOR 1 1 1=1 -1 1�N /' I SHEET TI.I) OVER, ly" EXTRUDED POLYSTYRENE SHALL BE PROTECTED YJ/ METAL FLASHING 1E111=111 •" I N N // 1 1 UNI=INISHED (XP5) OVER TYVEK COMMERCIAL WRAP OVER)" m A MIN. OF b" BELOW GRADE (TYP.) 1 1 1 1 1 1 1 I I N / III , PLY OVER EXISTING 2X6 FRAME WALL W/ R-Iq k- Q in =111 1 x / 11 , INSULATION, W/5/e" WR WALLBOARD ® INTERIOR._ D 0 111 1=III = I:': LL - - - -J,I�LL- - - - J� 44" MAX. HT. -010,• C) C/) 0 11 111 I •a _ w 1111II • W z o III=11 1JNFINISHED 0 O < 11=111 fil 111 1 I III NEW FLOOR SYSTEM: 3/4" T4G PLY OVER Q 0 _ m , FRAMING PER STRUCTURAL,b UNFACED BATT 0 11 I I1 1 INSULATION W/ %8" WR WALLBOARD @ INTERIOR. z J 111- � H ,�� Q 0 II 111— r -- I;--- --r--- -- II' F&@RC2 2 E 12E 4" _ \ co 0 J 111 O O1=— �, 00 X X ��i• 44♦ di d .1 a E 1 0 �. ` ) m w Q 1►,�♦�1 f i��♦ 1►,, ♦♦• 1� „ �111111�,�1��1�,��►��al���♦ ,4 ♦��1�������►�������►���II�.a1111♦�►.l�1111 i 1��♦ or of 0.,�111111►,� ►, ♦��♦ ►,,1 ♦�♦ n _. > —v ci 1 ' - o 1 1—=, : . GRAWLSPAGE L() III— 000 48" W. X 44" H. CRAWLSPACE Cn 1 i/ ACCESS DOOR W 111- - _ I. I NEW FOUNDATION RE: STRUCTURAL ;t CA - �', ' 11111 m m 1E1 — NEW SLAB ON GRADE RE: STRUCTURAL UNFINISHED I�D j M H L� 1) [1 [i 1 111=1 004 � � �� 11=1 - / EXISTING EXTERIOR CONCRETE WALL: LJ j . BIM ITT 111=1�� 1 \ . - \ {• ENTRY (BEYOND) k- III a 111= 001 Z0 ©COPYRIGHT 1 1111„ Victor Mark 1 1 Donaldson 1 1 1=11 Architects All Rights 1 1 r '< n g Reserved 11 11( 1 I 1= 17 71 m 1T TIT TIP 1T1—ITT 7 IT T1 F TT I— Tr1 -117 71T -12',.'a • 111111=1111 11=111=111-111=111=111=111=111=111=111=111=111=111- 111=111_ -1 11111-111-111-111-111-111-111-111-111-111-1 .- ,. ISOLATION JOINT: ASPHALT-IMPREGNATED REVISION FOOTING, RE: STRUCTURAL (MT.) 111-1111 1 I1 1 I111-111 FIBERBOARD, PROVIDE AT ENTIRE PERIMETER 111-111-111-111 OF SLAB FOR FULL DEPTH OF SLAB (TYP.) 1 I-III III I Imo° . SH ASEMENT LEVEL - - - - 1IIII I1- - . , , . . t 1 - &2&@.a 0o5'-o") III II11II- \ - """� =111 11 11 J=1111="111=111=111 OI 11=I 11=I 1 1 1 :: 1=11011011 = DATE 07/01/2014 T= O .� T-55 1=111=11 I- ..-111-111111= = I I 1-111=I 11 . X111=111= 111-I i=101-1011 11E `- - 1-1101 Ell--, : -. A: A. : O O 1— 11 =1 O 1=111 J O B NO. 1346 1101 1110 5.,/ —DI \G SEIT 0\ 1 I . 1=111 1111111=111=11.1•'=. 111111• SCALE: I /2" = I' - 0" 0 ,, 11= BUILDING SECTION . . .. . . SHEET NO. A3 . 1 coti OF kg 4::CiAlpil‘e. 4.,i 111111110, oil z id 1).1q031101. 04/29/15 \ / /i / THIRD LEVEL ii!,,,, _ _ _ _ _ _ _ _ I 8310.80' ' ARCHITECTURE // EXISTING FLOOR SYSTEM PLANNING INTERIORS % SINCE 1977 EXISTING EXTERIOR WALL: SCOPE OF WORK PERFORMED Ti ARCHITECT S BY HOA CONTRACTOR UNDER SEPERATE PERMIT II 90 N BENCHVARK ROAD STAIRS 204 _ SUITE 207 11 HYDROTEGH'S MONOLITHIC MEMBRANE b125 FR OVER 3/4" 1 ;' BOX O X 5 3 0 0 T$G PLYWOOD SHEATHING OVER NEW 2X4 RIPPED @ I/8" PER I'-O", 1/2" MIN. OVER NEW FRAMING RE: STRUCTURAL. N 1 I ! AVON , CO 816 2 0 11 ! 1 II 970 . 949 . 5200 H 1 1 N vmda@vmda. com 11 @ /7. II FAX 949 . 5205 Li SECOND LEVEL ! - -- - - �.. �- -- z- -- -- _-_---------- 8501.50' L "? !A1!A1!A !AIJL �-b ..._r•, . ,- . c 04 ,74....,,..\\ `!F TGIF o 1 re� A \c-,-:. ‘L) 4, .,' ,c). EXTERIOR WALL: STUCCO (RE: SPECIFICATIONS STA IRS ✓ SHEET TI.1) OVER, 1Y" EXTRUDED POLYSTYRENE (XPS) 105 < ‘v � � A�' OVER TYVEK COMMERCIAL WRAP OVER Y2" PLY .�` " ---�' OVER 2X6 FRAME WALL PER STRUCTURAL W/R-ISI INSULATION, W/ 5/g" WR WALLBOARD ® INTERIOR. 1 `� � UNFINISHED HALL BEDROOM 2 W 112 102 V NEW FLOOR SYSTEM: 3/4" T4G PLY OVER FRAMING � Z C� PER STRUCTURAL,b UNFAGED BATT INSULATION W/ �� 4t %8" WR WALLBOARD ® INTERIOR. �� �/ Q I . D0Q2 _ 0 Et 00 FIRST LEVEL /2 .. - C) uj O 82422 (I12 -4 ) = Wzo m IU II O Q 12 loll STEEL CHANNEL I . .iiiiiiiiiiiiiieSSUSWASI I- O J 114/ �� RE: STRUCTURAL L - = o z O 11 1 - - GUT OPENING IN I — — g_ I- iimm' Q 0 1 1 1=1 1 1- CONCRETE WALL 1= = = Q co ., I 11= RE: STRUCTURAL 1 O 1� J 111ENTRY 111= - - a- I C7 LLJ 11111 001 I ALL FOUNDATION WALLS: DAMPROOFING 111=1 r = = o II=111= L = = 0-)PER 2012 IBC SECTION 1805, ly" EXTRUDED 1 1 1 UNFINISHED GARAGE W Cq POLYSTYRENE INSULATION ON EXTERIOR 1 1 1= 004 002 SHALL BE PROTECTED H/ METAL FLASHING 1 1 1E Q A MIN. OF b" BELOW GRADE (TYP) 1I 1 1- 1=111= INI0IL i) Ill Ha HE 111- 11-111 =HE- BASEMENT LEVEL !! !!��� _ _ 111-111 ,. ©COPYRIGHT 8282.ct — t imp. . .. e. - - - - Donaldson 1 1 1=1 1 1 — I I I1 1 I—III Architects All Rights 1111 1111111111 I I111111111 . j Reserved 111-111 1 111 111 11 111-111-111 1 • I. . - . . . _ . e . . ; 11 1111 11-111 11 111-111-111 r 111 111-111 i I i i 1 i 111E111 , } 1=1T=111 1T IT 17 . 11= =111=111=111=1IT REVISION =111 . 111-111 111 111 • 111-111-111-11111 1 11 1M 1 1 . 1 la la 1 ISOLATION JOINT: ASPHALT-IMPREGNATED 11 • 1111 1111 1 11 1 1 1• 11111 FIBERBOARD, PROVIDE AT ENTIRE PERIMETER —111 °. 1-111 NEA EXISTING 1' .. 1 1-111 1 OF SLAB FOR FULL DEPTH OF SLAB (TYP.) 1 1 11 1111 1 ~ 11 1 1 111-111 =111 • 1-111 111 1 : 11111- 1 DATE 07/01/2014 1111 111111 111 . 11111 III 1111 111 -. 1111 11111 11 I 1 1111-1CI=11111 JOB NO. 1346 =111 1 11111 I 111111111 11111-111-1 I ii 1-111 -111,_, 1 BUILDING SECTION 111-111-111-111-1111 111=111=111=111=1 ( 6LDS S O\ .02 SCALE: I /_2" = I' - O" SHEET NO. A3 .2 ti OF ge .411,0114ie* • 60,14111tifoi ANEW TYVEK WEATHER cc rri / BARRIER RE: SPEC. NEW DOOR 411rfr �� PLYWOOD SHEATHING .001" 411, I NEW DOOR FRAME AND INTERIOR TRIM / / NEW DOOR TRIM �/ 1 1/2" EXTRUDED FOAM INSULATION a f.flao311' NEW 1X2 SILL DAM / INSTALL NEW THRESHOLD OVER • NEW BITUTHENE OVER PLYWOOD SHEATHING - r / NEW VYGOR SILL DAM (DETAIL • * FOUNDATION WALL AS SHOWN 04/29/15 I/A72) THOROUGHLY CAULK • -Jilin.. NEW THRESHOLD IN WR GRACE V NEW TREATED PLYD SILL PLATE LIQUID MEMBRANE I"xl" MIN. , • ' V IV PiNG NEW STUCCO SYSTEM, RE: DETAILS 100'-O"Al 1� -RAME ! . L i� EXISTING FIN. FLOOR F \ ik TOP OF NEW DECKING k 44-10 12" z o _ ' R. , � o _ NEW PRESSURE TREATED 2x4 NAILER NEW DECKING 2 d t 40V _FLASHING EDGEW/FLASHING DRIP E i EXISTING ILL PLATE FLOR , RE:FRAMINGORE: DETAIL NOTES zLu zSTRUCTURALNEW DECKizO zFOUNDATION WEEP SCREED EXISTING RIM / LEDGER FRAMING y d x c IRE: FLASHING DETAIL NOTES TO REMAIN o O Q Fl I I - NEW LEDGERCD K LLQ I,' 1...._________-----'FLASHING RE: FLASHING DETAIL NOTES RE: STRUCTURAL .,� FOUNDATION 111 FIN. GRADE. ADD FILL TO ALLOW ARCHITECTURE j BITUTHENE O/ TYVEK z FOR POSITIVE DRAINAGE AWAY / WALL PLANNING - : WEATHER BARRIER RE: FROM BUILDING TO CREST OF EXISTING G.W.$. CEILING / -t SPEC.;RE: DETAIL /A7.1 z HILL. SLOPE AWAY AT I PER I-O INTERIORS SEALANT RE: DETAIL .I `n iIF \ EXISTING CONCRETE FOUNDATION , // /�/ im NI IN NI EN NI IN No 7.101 SINCE 1977 ------------.- 1 1/2" EXTRUDED FOAM INSULATION a a ; � EXISTING G .W.$. WALL ), f ,--/ // E�/ "WIND-LOCK" FASTENER-TYP. \\ \ XISTING GRADE ARCHITECT S EXISTING FOAM TO REMAIN, PATCH AS • _=== TYPE VARIES PER LOCATION, / BLOREQUIRED, GRADE, RE: DETAILNOTESSHING TA6 I MANUFACTURER'S SPECS a � / 90 VI B E N C H V A R K ROAD \ T= RES==OLSUITE 207 CQQR D @ 1 ---------CK I o / INEW V.2" EXTRUDED SULATION, PROTECT POLYSTYRENEA MIN. OF b" BELOW SCALE: 3" - I' - 0" PLATE ABOVE GRADE FLASHING DETAIL W/STUCCO GRADE W/ METAL FLASHING u O X O O 0Q \ ATQ\ - AS— \S @ SRAE2- AVON , C081620 SGALE: 3° _ ' - 0" PLATE ABOVE GRADE 970 . 949 . 5200 IF SHEATHING vmda © vmda. com O15 NDT FLUSH W/ ATONWAL FAX 949 . 5205 FOUNDATION WALL EXIST. EXISTING = WALL PLYWOOD '; C O a FRAMING , 40 EXIST. /� PROVIDE LIQUID [:o, ' TOR i'., ,,, FOUNDATION MEMBRANE OR CURED WALL POLYURETHANE SEALANT `� i j ti;{ * ___--. r 4iiikart,, ,,. k, ADHERED MASONRY VENEER 4 WOOD SIDING NOTES: 0 Q A p��, 1405.10.1.3 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER SHALL BE INSTALLED A MINIMUM OF 4 INCHES ABOVE, EARTH OR 2 INCHES ABOVE PAVED AREAS, OR A MINIMUM OF 1/2 INCH ABOVE EXTERIOR WALKING SURFACES WHICH ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. 2304.11.2,6 WOOD SIDING. CLEARANCE BETWEEN HOOD SIDING AND Lf) EARTH ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN,6 Z INCHES OR LESS THAN 2 INCHES VERTICAL FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES Limi 0 I . EXPOSED TO THE WEATHER EXCEPT WHERE SIDING, SHEATHING AND m Q Q WALL FRAMING ARE OF NATURALLY DURABLE OR2 PRESERVATIVE-TREATED WOOD. J — O 2 U L 00 FOUNDATION FLASHING NOTES: _ w Wzo I. BITUTHENE OVER PLYWOOD SHEATHING 4 FOUNDATION WALL SHALL BE 1'-0" H oe 0 Q MIN. ABOVE FINISHED GRADE, PAVERS, DECKING ETC. Q I- Q 2. BITUTHENE OVER PLYWOOD SHEATHING 4 FOUNDATION WALL SHALL BE 8" CL Q O MIN. BELOW TOP OF FOUNDATION WALL AT GRADE. 0 , Z 0 3. BITUTHENE OVER PLYWOOD SHEATHING * FOUNDATION WALL SHALL BE 2" Q imEMB < 0 MIN. BELOW TOP OF FOUNDATION WALL AT PAVERS. O Q J 4. NO BITUTHENE IS REQUIRED OVER PLYWOOD SHEATHING 4 FOUNDATION WALL 0 cui) w < IF TOP OF FOUNDATION WALL IS 18" OR HIGHER ABOVE GRADE OR PAVERS. 0 O tLO SITE WALK NOT GE: 0) GONTRAGTOR TO GONTAGT ARCH I TELT SEVEN (7) Q DAYS PRIOR TO FOUNDATION FLASHING FOR A SITE WALK TO IDENTIFY FLASHING REQUIREMENTS))F [I D) [ m a NOTIFY ARGf TELT: ©COPYRIGHT IF THERE ARE ANY ISSUES, PROBLEMS, Victor Mark DIFFICULTIES OR QUESTIONS WITH THE Archittecots All Rights DETAILS OR IN INSTALLING ANY OF THE Reserved FLASHING IN ANY OF THE DETAILS REVISION LASHINSD�TAIL NOTES: • ALL FLASHING SHALL BE MINIMUM 26 GAUGE GALVANIZED METAL. DATE 07/01/2014 • ALL EXPOSED FLASHING ® FOUNDATION SHALL BE ULTRA-CLAD, BY "G.M.G." COLOR SHALL BE SANDSTONE. JOB NO. 1346 • ALL REMAINING EXPOSED FLASHING SHALL BE PRE-PRIMED 26 GAUGE GALVANIZED METAL BY "TAMLYN" OR EQUAL. • FOUNDATION WEEP SCREED - SHALL COMPLY WITH SECTION 1405.10.12 OF THE2012 IBC FLASHING & WALL FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR FLASHING, A MIN. OF 6 GAUGE GALVANIZED METAL WITH A MIN. VERTICAL ATTACHMENT FLANGE OF 3," SHALL DETAILS 2 BE INSTALLED TO EXTEND A MIN. OF 1 INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. SHEET N 0, A6 . 1 liti OF 10:4 _ 4',4011*. ,ttf14ittr% z id cc m O. r1 ,, laco lob 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04/29/15 VI I • ' ' • V IV I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 I I IMMA1/111/1401 / ' N N.\N. / I ARCHITECTURE / SARRAL E PLANNING / C2----) SCALE: 1/2" = 1' - O" INTERIORS SINCE 1977 NHI�/D O TE C H 1:7E;;‹ -3x8 SMOOTH CEDAR TOP ��� ARCH ! T ECTS I I RE E):.-..-TA LS DGESRAIL /(MILL TO EASED TOP APE) © 24) R5 CEDAR TOP 90 VI BENCHVARK ROAD A62 HYDROTECH'S MONOLITHIC MEMBRANE,6125 FR OVER 3/4" T4G CHORD, BOTH 5IDE5 ___ PLYWOOD SHEATHING OVER NEW_2X4 RIPPED •Ye" = I'-O",Y4" Ix8 R5 CEDAR SUITE 2 0 7 L 1 ;���� �\ MIN. OVER NEW2XL2 FRAMING RE: STRUCTURAL HORIZONTAL 51DING 0 0 0 0 0 0 0 �� �♦ BOTH SIDES R O X 5 3 0 0 .� ♦` LI / �� `` NEW EVERGRAIN DECKING 1/2" GDX PLYWOOD AVON CO 81620 NEW 2X4 COUNTER-RIPPED ®Ye" = I'-O" I" MIN. bxb R5 CEDAR POSTS •8 O OG +/- 970 , 949 , 5200 EXISTING NEW 3/4 T4G PLYWOOD SHEATHING;GLUED SCREWED 2x4 R5 CEDAR BOTTOM 0 0 0 0 0 0 o LIVING ROOM '-i-- '�-.\ CHORD BOTH SIDES • • vmda © vmda. com NEW 2X4 RIPPED •Ye = l'-0",Y4 MIN. —\ 0FAX 949 . 5205 0 0 ® c , © . I © � © II � uaIaIa � - - -� \24SOLID :.00KING ---- ---- - � --�- ---- 12x8 R5 CEDAR ` 'SCIA TRIM --. it, r i \ 11111111111111111111111111111111111111111H I I NEW 2x8 RE: STRUCT. - HRU-BOLTS W/ WASHERS, r I I 1 .E: STRUCTURAL `, TGIF 17 °\\ �` . �` o o r` 2x8 RS CEDAR FASCIA TRIM ` I ♦♦ i ,q(�2 ♦♦ i �� _ ♦♦` / — ♦♦` moi . 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NEW STUCCO SYSTEM nilQimmi < 0 I NEW 3/4" T4G PLYWOOD SHEATHING - _ _ ____ ! O 0 J _ / \ I —O W Q NEW 2X4 COUNTER-RIPPED @ Ye" = I'-O", " MIN. \ POST TO n A L L ce) 0 z � � r - SCALE: 1 1/2" - 1' O" tm LO C3) X NEW 2X4 RIPPED ®Ya" = I'-O",Y4" MIN. N di=/ D _ INUH [L D) UEli I� � T �JiiOT NEW 2X8 RE: STRUCT. ETAL 0 ©COPYRIGHT VictorMark SCALE: 3" = 1' - O" Donaldson Architects Rights Rights 1/2" NUT IN/ WASHER COUNTERSINK 3/8" Reserved EQUAL SPACING;2'-O" O.G. MAX. (TYP.) STAIN COUNTER BORE (TYP) 2x8 R.5. CEDAR TOP EA. SIDE 4" 'SIMPSON STRONG-TIE' REVISION Z STEEL CONNECTOR- 2x4 R.S. CEDAR BOTTOM CHORD /1 / TYPE AL FOR RAIL TO POST EA. SIDE /al CONNECTIONS. `f' 1X8 R.5. CEDAR /64 P � HORIZONTAL SIDING l _-- o �, o USE 5D5 I/4xl 1/2 SCREWS DATE 07/01/2014 DE TA I G R.S. ell' I I I I I 1/2" CDX PLYWOOD SIDE FRONT GUT LINE FOR MODIFIED C__) SCALE: 3" - 1' - 0" \ IXS R5 CEDAR ML24Z CONNECTOR ®2x4 k\`' \ HORIZONTAL SIDING BOTTOM RAIL J 0 6 NO. 1346 2X6 R.S. CEDAR TOP EA. SIDE DECK & GUARDRAIL L / .2x4 R.S. CEDAR BOTTOM CHORD nor SARRAIETA <431LINE OF RAILING CAP ABOVE `\.-:\ SIDE DETAILS '2 1/2" DIA. CARRIAGE BOLT W/ WASHER. SCALE: 3" = I' - O" 2 EQUAL SPACING;2'-0" O.G. MAX. (,,.) SAIL \SDETAT SHEET NO. A6 .2 SCALE: 1/2" = I' - O" SCALE: 3 = I, - 0"