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Home My WebLink AboutB08-0086 PlansRE I ED PE' MIT I E •• • A 55R V I T 101 5 MAST R I AL. Y`M OL. l �_� I I i I EARTH PLYWOOD ABV ABOVE L LENGTH AFF ABOVE FIN15HED FLOOR LDT LIGHT AND DRAPERY TROUGH AP AGCE% PAS- LT LIGHT TROUGH AG ACOUSTICAL LTL LINTEL WASHED GRAVEL FINISH WOOD ADD ADDENDUM LVR LOUVER ADJ ADJACENT MH MANHOLE - - - - - - -- ALT ALTERNATE MFR MANUFACTURE ri�i�ffiii ALUM ALUMINUM MO MASONRY OPENING STONE MASONRY WOOD -ROUGH A ZH ARCHITECT (URAL MTL MATERIAL BA5MT BASEMENT MAX MAXIMUM HRG BEARING MCCH MECHANIC (AU <` BLW BELOW MG MEDICINE CABINET STRUCTURAL CONCRETE BLOCKING BVL BEVELED Mm E3 MEMBRANE E31T BITUMINOUS MET METAL 13LK6 BLOCKING MM M ME T ER (5) (5) .. :....: . CONCRETE MASONRY UNIT " � GYPSUM BOARD BOT BOTTOM MN MINIMUM BLDG BUILDING MIR MIRROR OFT CARPET (ED) M15G M15CELLANEOU5 BATT INSULATION V/ STEEL /METAL AS NOTED 65MT CASEMENT MULL MULLION G CAULK (ING) NAT NATURAL CLG CEILING NR N015E REDUCTION H Hi II 1 1 1 [it III III it I I I i I i CT CERAMIC TILE NOM NOMINAL RIGID INSULATION " ° "" " " " "��"'_�" FINISH FLOOR CLR CLEAR NIG NOT IN GONTRAGT COI.. COLUMN NT5 NOT TO 5GALE Cm CONCRETE OPG OPENING GMU CONCRETE MA50W UNIT OPP OPP051TE CONST CONSTRUCTION OPH OPP051TE HAND CONT GONTINJOUS 014 OVERHEAD GJr CONTROL JOINT PR PAIR CPR COPPER PK PARKING E COST CUSTOM PVMT PAVEMENT ---- ---- -- I DT DRAPERY TROUC4i PL PLASTIC LAMINATE �� DTL DETAIL PT POINT V A4.0 DIM DIMEN51ON P5F POUND5 PER 5QUARE FOOT DR DOOR P51 POUNDS PER 5QUARE INCH SECTION REFERENCE DETAIL REFERENCE DW7 DRAWING PL PROPERTY LINE DF DRINKING FOUNTAIN QT QUARRY TILE ELEG ELECTRIC (AL) REF REFERENCE E ELEVATION (5) REFR REFRIGERATOR T.O BEAM ROOM NAME � ELEVATOR REINF REINFORCE (D), (ING T EL. 10ci' - I 1/•4° — — Ea EQUAL RRQD REGUIRED EM EXHAU5T RE5 RE51LIENT EXG EXISTING REV REV15ION (D), (1%) HEIGHT REFERENCE ROOM NAME EXT EXTERIOR REV5 REVERSE Fx FACE OF CONCRETE RH RIGHT HAND FO OM FACE OF FINISH F PAGE OF MASONRY R45 ROD AND SHELF �j -- F05 FACE OF STUDS RD ROOF DRAIN FIN FIN15H (ED) RDT REGE 55ED DRAPERY TRACK FF FINI5HED FLOOR ELEVATION I N6' FIRE RRF ROOM GRID BUBBLE FDG FIRE DEPARTMENT DEPARTMENT CONNECTION RO ROUGH OPENING WINDOW TAG Ffry FIRE H05E CONNECTION R' ROUGH SAWN � FIRE EXTINGUISHER CABINET FIREPLACE 5FtTG 511EAT �IOR) 23 FIREPROOFING, 5PRAYED METAL FFLPG FLR FLASHING FLOOR (1N67) ISM 5C 51 IM 50LID GORE DOOR TAG FD FLOOR DRAIN SPED SPEGIFIGA710N (5) FTG FOOTING 5Q 5QUARE REVISION REFERENCE FOUNDATION STONE FND FURNI5HED BY OTHEI;5 ST 5TANDARD - . FPHB FREEZE PROOF H05E BIB 5TL STEEL 1 FUR FURRED AW-7) 5D 5TORM DRAIN MATERIAL BREAK GA GAGE, GAUGE STR 5TRUGTURAL 4 A8.1 2 GV GALVANIZED TEL TELEPHONE GC GENERAL CONTRACT (OR) TV TE LEV15I ON 6LA5 GLAZING T G TONGUE AND GROOVE 3 BD GYPSUM BOARD T.DP. TOP OF PLYWOOD FIB HOSE BIB T.05LAB TOP OF 5LA5 INTERIOR ELEVATION REFERENCE HDW HARDWARE 7.0,5. TOP OF 5TEEL HOR I % T.O.W. TOP OF WALL HT6 WAG HEATING/VENTILATING /AG TR TRAN50M HT FIGHT 7 TREAD HOLLOW GORE T"(P TYPICAL HM HOLLOW METAL UNO UNLESS NOTED OTHERWI5E HOR HORIZONTAL VB VAPOR BARRIER Hw HOT WATER HEATER VIF VERIFY IN FIELD INGL INCLUDE (D), (ING) VERT VERTICAL ID IN51DE DIAMETER VGT VINYL COMP051TION IBC INSTALLED BY CONTRAGfOR INC WATER CL05ET IBO IN5TALLED BY OWNE=R w WATER PROOFING INS INSULATE (D), (ION) WWF NEEDED WIRE FABRIC INT INTERIOR H WIDTH, WIDE JC JANITOR'5 CL05ET WDH WINDOW KIT KITCHEN NO W1THOUT LAM LAMINATE (D) WD HOOD LAV LAVATORY LH LEFT HAND AKER ARCHITECTS P.O. BOX 2762 EDWARDS, COLORADO 81632 970.926.6690 970.926.6694 FAX r•1 r A O.0 OOVER 5HEET A1.1 51TE PLAN ,42.0 DEMOLITION PLAN ,42.1 PROP05ED GROUND LEVEL FLOOR PLAN Ati2.2 PROP05ED MAIN LEVEL FLOOR PLAN A23 PROP05ED ROOF PLAN ,45.0 EX 15T I NG I7=Lf=Vr4T I ON5 /E3A5E=MENT CREDIT ,43.1 PROP05ED ELEVATION5 ,44.0 5l=GTION5 A4 $ 8 4 F ,44.1 5EGTION5 G, D $ E A5.0 17t=TA I L5 A(b.O 1NINPOW 50HEDULE 51 FOUNDATION PLAN 52 MAIN LEVEL FRAM I NCB PLAIN 55 ROOF FRAMING PLAN co o � ra fm� I DRB SUBMITTAL 101.28M REVISIONS TO APPROVED 03.14.08 DRB SUBMITTAL PERMIT ISSU 1 0410.08 A REV. TO APPROVED PLANS 06.03.08 REVISED PERMIT ISSUE 106.05.08 EDW ENGINEERING DESIGNWORKS, INC 1169 HILLTOP PARKWAY, SUITE 206A STEAMBOAT SPRINGS, COLORADO 804887 970.879.4890 970.879.4905 FAX j (+ COPYRIGHT 2008 Architects, Kir Aker Architects, Inc. SCALE: DRAWN: 000 Ole = E<Xl!�� . 5 A5PHA IVE AND ED TO C, H H=b/b,UU' L=36,62" C LEN=36,61' BRG=S53'11'06'W FAM A=90*0000' R=15,00' L=23.56' C LEN=21,22' lvlec?ai�Jlil=�i Mil 9� 0 CV z, m 04 8 oi X tp c p m 0 0 GS CL Lij Lt- 4--J 4—J APO • i�ms I 5 TOWN OFV ti 9� 0 CV z, m 04 8 oi X tp c p m 0 0 GS CL Lij Lt- 4--J 4—J APO • REVISED PERMIT ISSUE 06.05.08 ASH 06.16.08 SITE PLAN REVISIONS 10.30.08 COPYRIGHT 2008 Filk Aker Archit Inc. SCALE: DRAWN: w ti it ► ► tl REVISED PERMIT ISSUE 06.05.08 ASH 06.16.08 SITE PLAN REVISIONS 10.30.08 COPYRIGHT 2008 Filk Aker Archit Inc. SCALE: DRAWN: w 10 e.f. LOT 26 LAN�5CAFE AREA ol Lo .0 ltlE N86" X-7 0.4 X //oo/—/ �z lool 90.5 *�� ..,; ��j'�'j #j!j ♦j''� ♦ ♦jfi ♦fib, ®r sm. as � F F, vull MIS I O w "or A A, Ell , - VAJA Rol 100000, 0! A, by ��''�� t� , `s•:; INS OWN& wrloll I W150,50 FA NN A #dFr#F,f "A00'M ♦ 1*1 4 RAMONVORAN 5 1 0, & NMI* Ro 0, Fri RANNOXXV ILL: Rom w A Fkw r I F F I IF FIN 02014, RAMORN 4 N 130 ow, aw, ow, WIN 1 0VA IVA I N Wj OAK WA P ' a- 4 ,4;IK' , 4 00 W o/C �i � 1 4A 5 Sftj d,:,: /'� OVA r4 r W 4 P �, � IV. 141d A 004 r - N - - V -* '*I' IVA MW t "W 0, AT4* �/'�'' �� ll,'W `q F, I W A - W I V r� ,. I NIZ WaN 10 N- �%, 00141, Zvu °� � a, �� / � 02 N-� 00.1 0.5 0.7 0.7 4 .4 A=90 R=15.00' L=23,56' C LEN=21,22' BRG=S06*21'14'W N 22 LANr;�5CAFE AREA LANOSGAPE GALGULATION5 10,014 + 2,540 = 12,554 5.f. 18,425 c,.f. 5ite bb% LAN05GAPED FIN 51TE COVERAGE GALGULATION5 3,216 / 0,423 = 1 (205vo ALLOWED) (468.60) 5.E. REMAINING) 00, ol C LEN=36,61' S 10 BRG=S53'11'06'W TE CO\/Eom`A6C— CALCULATIONS llu of A=16*00'38' R=125,00' L=34,93' C LEN=34,82' BRG=S30*38`01'E Y�- A E - �-- L0 -A 1 - 11 0 ' -.00l -oo LOT 28 as /�, / / . /j . / j . �,,,,.� / . //' //. r / . / . / / .r ,r / / Lit! 02 ca 0.9 to 100 100 1.4 .100, 1000, . 63 A% 0 ool* 000l .000 0011, A=03'3856' R=575,00' L=36.62' DRB SUBMITTAL 01.28.08 REVISIONS TO APPROVED 03.14.08 ORB SUBMITTAL PERMIT ISSUE 04.10.08 REV. TO APPROVED PLANS 06.03.08 REVISED PERMIT ISSUE 06.05.08 ASIA 06.16.08 SITE LAN REVISIONS 10.30.08 TOWN V A H SCALE: DRAWN: A=16*00'38' R=125,00' L=34,93' C LEN=34,82' BRG=S30*38`01'E Y�- A E - �-- L0 -A 1 - 11 0 ' -.00l -oo LOT 28 as /�, / / . /j . / j . �,,,,.� / . //' //. r / . / . / / .r ,r / / Lit! 02 ca 0.9 to 100 100 1.4 .100, 1000, . 63 A% 0 ool* 000l .000 0011, A=03'3856' R=575,00' L=36.62' DRB SUBMITTAL 01.28.08 REVISIONS TO APPROVED 03.14.08 ORB SUBMITTAL PERMIT ISSUE 04.10.08 REV. TO APPROVED PLANS 06.03.08 REVISED PERMIT ISSUE 06.05.08 ASIA 06.16.08 SITE LAN REVISIONS 10.30.08 @ 0 CopYpJGHT 2008 MA Aka Architect., Inc. SCALE: DRAWN: 6ARA&ESTAYS IN IT'S EXISTING LOGIN ION mmmmmmmmmm "Now 7 REVSEI:;� Hr-A\/'i" OASHEO LINE I NIA 10ATES AREA OF (5RFA C. I Ll mj ------------------------------------ DRB SUBMITTAL 01.28,08 REVISIONS TO APPROVED 03.14.08 DRB SUBMITTAL UPDATE ISSUE 0211.08 PERMIT ISSUE 04.10.08 1 REV. TO APPROVED PLANS COPYRIGHT 2008 Kirk Aker Architects, Inc. SCALE: td I DRAWN: I REMOVE PLYND F DECK, FF FOUNDAT m c:j a: uj lc u- u a) dOW PJA of I ID x z 0 117 r-, o c� It IT� ism / 'N I Iftwo I I 1 %✓ I I - Nil LEVEL 9 I 157 "amp -Now 9 a PIA ISSUED FOR: DATE: DRB SUBMITTAL 0 1 . 270 REVISIONS TO APPROVED DRB SUBMITTAL 03.14.08 UPDATE ISSUE 02.21.08 PERMIT ISSUE 04.10.08 REV. TO APPROVED PLANS 06.03.08 REVISED PERMIT ISSUE 06,05.08 COPYMGHT 2008 Kirk Aker Architects, Ie. SCALE: DRAWN: a PIA MAX. 12 5.F. AGGE TO CRAI^L!5PAGE FILL-IN CRAWL 5PACE PER TOWN OF VAIL REGUIREMENT5 - 15'" CLEAR TO 501L (IBC) EX15TIN& FNI? TO REMAIN — r I WA FACE OF EX15TINC7 HEST HALL OF GARAGE . .. . .. . .. . .. WALL HATCHING INDIGATE5 NEW NALL5 EX15TINC7 FND TO REMAIN K_6 A4.1 KEEP FOUNDATION 02,21.08 L -- PERMIT ISSUE 04.10.08 B REV. TO APPROVED PLANS 06.03.08 REVISED PERMIT ISSUE 06.05.08 i COPYRIGHT 2008 Kirk Aker Architects, Inc. SCALE: DRAWN: � � O.H.* I ABOVE lu IL IU 00 JU < IL 0 �,i I RO LI'-q 3'-0 3/4x 51/2' V-5 3/4' EX15TINC7 FND TO REMAIN K_6 A4.1 KEEP FOUNDATION im I l< 1111 GL05ET V-6 3/4" of "amp -meow If — 1/4 I - INFILL OPENING WITH PRE5SORE TREATED LUMBER AND PLYM. EX15TIN& NDN (TILE) -FLOOR 1 0, ABOVE HALL HATCHING INDIGATE5 NEN NALL5 HR 3 3'-v 3 1/2' 3112" m --- CARPET ._------- - — — — — — — — — — — — — — — — — — 5INK REF. NET BAR - D.N. ROUGH -IN ONLY (CONCEAL IN HALL) BEAM ABOVE EXISTING COLUMN It '_, tx IN F FIREPLACE NEW DOOR TO REMAIN — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - — — — — — EXISTING DECK ABOVE E A" m 1 X O T 1 0 in IV IV Nil ISSUED FOP, DATE DRB SUBMITTAL 01.28.08 REVISIONS TO APPROVED 0314.08 DRB SUBMITTAL UPDATE ISSUE 02,21.08 L -- PERMIT ISSUE 04.10.08 REV. TO APPROVED PLANS 06.03.08 im I l< 1111 GL05ET V-6 3/4" of "amp -meow If — 1/4 I - INFILL OPENING WITH PRE5SORE TREATED LUMBER AND PLYM. EX15TIN& NDN (TILE) -FLOOR 1 0, ABOVE HALL HATCHING INDIGATE5 NEN NALL5 HR 3 3'-v 3 1/2' 3112" m --- CARPET ._------- - — — — — — — — — — — — — — — — — — 5INK REF. NET BAR - D.N. ROUGH -IN ONLY (CONCEAL IN HALL) BEAM ABOVE EXISTING COLUMN It '_, tx IN F FIREPLACE NEW DOOR TO REMAIN — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - — — — — — EXISTING DECK ABOVE E A" m 1 X O T 1 0 in IV IV Nil ISSUED FOP, DATE DRB SUBMITTAL 01.28.08 REVISIONS TO APPROVED 0314.08 DRB SUBMITTAL UPDATE ISSUE 02,21.08 PERMIT ISSUE 04.10.08 REV. TO APPROVED PLANS 06.03.08 REVISED PERMIT ISSUE 06.05.08 i COPYRIGHT 2008 Kirk Aker Architects, Inc. SCALE: DRAWN: m v0\ 5014.0' oz I < u- — 3: bv V-0 5/4' K ' A OV E d3 VE r7 4w li ) b zs- RANGE j WITH HO -4- A4.1 EXl5TlN(5 BOULDER RETAINING HALL CENTER LINE OF PARTY NALL — 56" HIGH GUARDRAIL FACE OF FIN15H AT EX15TINO PARTY WALL O.H. A13OVE - - n INFILL WALL AT LOFT TO CEILING AND MATCH DRYWALL FIN15H %b) IS) XZ lu tL u- ju 0 \D lu u- NDkN6 ABOVE WALL CA55. C m C2 co 0 C.. 0 Co to Co to CD r-_ Ca a: uj Ln 4--J N ,--, 13 190 P 01, X Z O 4 T 2&08 REVISIONS TO APPROVED 103.14.08 DRB SUBMITTAL I UPDATE ISSUE 102.21.08 1 I PERMIT ISSUE 104.10.08 1 ENTRY ROOF BELON — 5TANDIN6 5EAM — MA LE\/EL NEN REDY4001? 2X DECKING I REV. TO APPROVED PLANS 06,03.08 REVISED PERMIT ISSUE A5 1.1 .1 106,16.08 COPYRIGHT 2008 T Kirk Aker Architects, Inc. SCALE: DRAWN: It - - N Q CO CD C C14 cl 0� co d C) cl: uj 5 !L V) 4--J 4--J MAP • Mo•l•i AR w, wool o' lo/ 0-10 9 "1 ISSUED FOR: DATE: DR13 SUBMITTAL 01.28.08 REVISIONS TO APPROVED DRB SUBMITTAL 03,14.08 UPDATE ISSUE 02.21,08 PERMIT ISSUE 04.10.08 REV. TO APPROVED PLANS 06,03.08 REVISED PERMIT ISSUE 06.05.08 ASIA 06,16.08 KP"\ COPYRIGHT 2008 Ki Ake, Architects, I SCALE: DRAWN: '=XI571NC-7 r=a5t Elevation 10 7 & 4 5. �. North Elevation $ South elevation) 5r 67RA=�E 5ASEMENT SUMMATIOR EX1571N6 LC�SER �SALL 5OUARF. r-007A --- d all EX1571NCS meet Elevation ffllv�w*�� " C M F�o DATE: zz; 9 01.28.08 0 co CV Za N co Uz 03,14.08 X 0 a- Lu a) 02.21.08 PERMIT ISSUE 04.10.08 4-� m ISSUED FOR: E D IS SUED FO R: R S DATE: R S B D RB SUBMITTAL S U BMITTAL B U U 01.28.08 REVISIONS TO APPROVED ORB SUBMITTAL D 03,14.08 UPDATE 02.21.08 PERMIT ISSUE 04.10.08 REV. TO APPROVED PLANS I06.03.08 REVISED PERMIT ISSUE 06.05.08 COPYRIGHT 2008 Kirk Aker Architects, Inc. SCALE: DRAWN: voutC4 Hoop sumi& 0 x 4) STAIN To MATCH EXISTIN& STiIGGO emnN& EXISTIN60 BEAM TAILS cv 6RANft ROOF 6RAIAL ROOF AT NW CMCXEr— 12 EXISTIN& V4000 ?RIM co VASTINS CAORNM DIPS. C CCS =A 6027.11V 12 EXISTIN& T-111 SIVINS CIA Zo x 0!: C6 ROOF"" wft% Lu 0> LL- MAIN Hm ............. ............. 7:77 7 F1 A Maw Lesft - VATION ME -6003.40 Z-- 6ARA6e LevTL ELEVATION ELEVATION - 800400 FAINIM L STUCCO — v =usw nxnm - 4o M'M MAX YM �M PATIO DOM V%- RIFAK NO K&TW rl"T M"ATION Exism* smA= Tmxnvm SOUTH ION AR0%V FZptACa*W POOR As Rl!amqw AT ALL fagn_ACEMENT WoYL5) Jet, mom V\ + v ER 0.20169 < ll ff EXISTIN& T-111 SIDING VERTICAL. HDOD SIDING 0 X 4) STAN TO MATCH BEAM TAILS OWLT LIP ROOF "M 6RAYM Dpassm& VERTICIAL kiom SiviNS a x 4) STAIN TO MATCH EXISTINS Y400D TRIM ExtSTIN& 12 E*S7 x EXISTIN& DEW TAILS 12 GRAVEL ROOF 5F- 6RAYM R00r RIMELINE IvAsmmo) EXISTIN& CORNER WS. - ELWATWN - 0050�50- RJ06MINE ELEVATION W-11. w MNE 12 NIN 6RAVM ------------- I" ELEVA TION =' 0027.W EXISTINS T-111 SIDINS I %) > K StWACE MOUNT ED SXL 0 "L CUTOFF L16W FIXTURE - 40 WATT MAY. IK-WNN El"ATIOR - 80KJW [il I n \ 1 N� L1 � � VV � ■ ■i Z�— I 11111111111 MAIN LEVEL Po"q SPOUT EL WATION = 80 14.10" EXISTrKS 157VOCO GARAGE BIEWVi GRADE 6ROtw FLOOR • 6pl000 LEY". lu I ELWA11M - 8005AO' 6AP- ON 0& Ade FLOOR ELLVATI 0004 IL L EXISTIN& STUCCO 6 AR.A6E AT FLOOR MXVION 6004,50' $ it NORTH MXVATION YMT M"ATION 1/511 ISSUED FOR: DATE: ORB SUBMITTAL 01.28.08 REVISIONS TO APPROVED 03.14.08 ORB SUBMITTAL UPDATE ISSUE 02,21.08 PERMIT ISSUE 04.10.08 REV. TO APPROVED PLANS 06.0108 REVISED PERMIT ISSUE 06.05.08 COPYRIGHT 2008 ti Kirk Aker Architects, Inc. SCALE: DRAWN: A &ARLAND UNIT KIR50HNER UNIT MOVE EXISTING LOFT FLOOR RIDOELINE ( EXISTING) PLYIAJD 4 JOISTS. DROP CEILING ELEVATION = 8050.50' WITH 2X4 FRAMING B.U. ROOFING WITH GRAVEL TOPPING TO MATCH EX15TINC7 BREAK IN ROOF PITCH OVERFRAMIN6 FOR ROOF CRICKET 12 5 MASTER BATH MASTER. BEDROOM VAULTED 51MILAR R-50 INSULATION DROP CEILING IN TH15 AREA TO ACHIEVE R-30 IN50LATION BEDROOM EXISTING WALL AND FOOTING BUR WITH GRAVEL TO MATCH EXISTING 2XI2 ROOF J015T5 WITH R-4 - t IN5ULATION B.U. ROOFING WITH GRAVEL TOPPING TO MATCH EXISTING EX15TINO J015T5 SLOPE 1/4",IFT. 5/5 TYPE "X" &YP5P, AT CEILINC75 AND VqALL5 OF GARAGE EXISTING 5 1/8" X 13 1/2" &LU-LAM RID6ELINE ELEVATION = 8028.25' TOP OF DBL. PLATE AT OFFICE NEW 2X REDWOOD DEGKINO ON 2X 5LEEPER5 NEW WATERPROOF MEMBRANE �A5.0) FIN15HED GRADE MAIN LEVEL (T.O. PLYI^V),l ELEVATION = 8014.10" \� FIELD VERIFY AND NOTIFY ARCHITECT OF ANY 015GREPENGIE5 EXISTING GONG. FND. HALL GROUND FLOOR ELEVATION = 8005.40 GARAGE FLOOR EX15T'(5 ELEV. = E5004.50' 1w B.U. ROOFING WITH GRAVEL TOPPING TO MATCH EX15TIN6 B.U. ROOFING WITH GRAVEL TOPPING TO MATCH EXISTING OVER FRAMING EXISTING ROOF BEYOND B.U.R. - GRAVEL TO MATCH EXISTING TYPICAL EXT. WALL: 2X6 WD 5TUD5 o liloll O.G. WITH R-Icl IN5ULATION - 5/5" C-7YPBD. AT INTERIOR, NO BIDING EXT. U.N.O. EXISTING 11 - 1/5" TJI FLOOR JOI5T5 EXISTING 2X6 FLOOR J015T5 B.U. ROOFING WITH GRAVEL TOPPING TO MATCH EX15TINC-7 WATERPROOF DECK EX15TINOJO15T5 SLOPE @ 1/4" PER FT. MAIN LEVEL (T.O. PLYND) NEW WATERPROOFING WITH PROTECTION BD. /5LEEPER5 AND NEW VEGKIN6 6YPBD. GE] L IN6 \TYPIGAL EKT. WALL: 2x6 M 5TUD5 @ 16 O.G. WITH R-20 BLOM- N IN54)LATION - 5/8" 0 C.-7 P AT INTERIOR, M 51DINO EkT. U.N.O. OFFICE LAU R-47 IN5ULATION IX4 HOOD GELLING OVER FRAME EXISTING SLOPING J015T5 WITH REVER5ED 5LEEPER5 GLUED AND NAILED TO EXISTING AND 3/4" T46 PLYND. GLUED AND NAILED TO 5LEEPER5 KIT T.O. DBL. PLATE YU�1�66�111 ELEVATION = f5014.10" 9wm. FIELD VERIFY AND NOTIFY ARCHITECT OF ANY D15OREPEN61E5 L J W&' TYPE "X" &YPE0. AT 5/5" TYPE "X" (5YP5r?. AT GEILIN65 AND KALL5 OF �A5.0) EXISTING 5 115" X CEILINC75 AND WALLS OF GARAGE 15 1/2" (5LU-LAM LAU./Mr-0 GARAGE R-30 BATT INSULATION �A5.0) (U NHEEA A TED) EX1TINO ONO. FND. HALL GARAGE A5.0) SIMILAR NEW GARAGE DOOR GONG. BLK. WALL (E) GROUND FLOOR EXISTING GONG. ELEVATION = 6005.40 FLOOR GARAGE FLOOR EX15T'6 EL EV. = 5004.50' GARAGE FLOOR EX15T'6 ELEV. = 8004.50' EXISTING GONG. FNP AND FOOTING "wm%Ull,X)lNC 15'mECTION F- 1- 1/4 1 C 0 (o 0> 'o fl- C'o x ca: w 83 4-� u (3) 4--J u 016964 51 A:R e ISSUED 'OR* ISSUED FOR: ISSUED DATE: RB SUBM17AI DRB SUBMITTAL 01.28.08 REVISIONS TO APPROVED R EVISIONS T ENS D VISI BMIT 0 RB S UBMITTAL TA ORB SUBMITTAL 03.14.08 UPDATE ISSUE 102,21.08 %08 I REV, TO APPROVED PLANS 106.03.08 REVISED PERMIT ISSUE 106.05.08 I ASIA 106,16.08 COPYRIGHT 2008 Kirk Aker Architects, Inc. SCALE: DRAWN: w I &ARLAND UNIT r..- K I RSC HNER UNIT OVERFRAMING FOR ROOF GRIGKET A f REM0�5 1 '5 LOFT FLOOR PLYND 4 JOI5T5. DROP GEILING RIDGELINE (EXI5TING) WITH 2X4 FRAMING ELEVATION = 8050.50' ATTIC B.U.R. WITH GRAVEL TOPPING TO MATCH EXI5TIN6 R -4? MIN. BLOWN -IN IN5ULATION �- I I 2X4 THICKENED NALL NEN 2X4 HALL WITH FULL BATT IN5ULATION AND 5/8" GYP. BD. ON `M RE5ILIENT GLIP5 MASTER CLOSET BEDROOM I I BEDROOM 1 L AU. EXI5TIN6 CONG. WALL AND FOOTING A"" wim 6ARA6r - UNHEATED 144"1 I! `T 11 ^ I'_Qrr HOOD GEILING ' =LIr6vHTINCv KITCHEN EXI5TING J015T5 i 5/5" TYPE "X" GYPBD. AT CEILIN65 AND HALL5 OF GARAGE R -58 BATT IN5ULATION EXI5TIN6 5 I/5" X 15 1/2" GLU -LAM EXI5TING GONG. SLAB OPP. HAND 5 A5,1 A5.1 G =U LP I NV 15 EC 1 I ON C-C 144.1 114 a 11 -01 EX15T'G ELEV. = 8004.50' EXI5TIN6 MAIN LEVEL (T. 0. PLYND.) r ELEVATION = 5014.10" ` FIELD VERIFY AND NOTIFY ARCHITECT OF ANY 015CREPENGIE5 LOWER LEVEL ENTRY ELEVATION = 8005.40' pAqkl N 01,28.08 C o co N Q 40 r3? 03.14.08 x�C;p 02,21.08 a PERMIT ISSUE 104.10.08 too 4-- ` cu f{ t 1 .. „ r. 696 AR DRB SUBMITTAL 01,28.08 REVISIONS TO APPROVED DRB SUBMITTAL 03.14.08 UPDATE ISSUE 02,21.08 PERMIT ISSUE 104.10.08 ` t f{ t i t t i II I I I i I I i i DRB SUBMITTAL 01,28.08 REVISIONS TO APPROVED DRB SUBMITTAL 03.14.08 UPDATE ISSUE 02,21.08 PERMIT ISSUE 104.10.08 REV. TO APPROVED PLANS 06 REV ISED PERMIT ISSUE 06.05.08 ASI.1 106.16.08 {+ i COPYRIGHT 2008 Kirk Aker Architects, Inc. SCALE. DRAWN: W w I -A j ROUGH FRAMING DIM. RIDGELINE ELEVATION = 8025.50' r _j A5.1 OVER FRAME EXI5TIN6 5LOPIN6 J015T5 WITH REVER5ED 5LEEPER5 GLUED _ AND NAILED TO EXI5TIN6 AND 3/4" T46 PLYND, GLUED AND NAILED TO 5LEEPER5 �,-- -- TYPICAL EXT, HALL: 2X6 ND 5TUD5 @ 15" O.G. WITH R -20 BLOW -IN IN5ULATION - 5/5" GYPBD. AT INTERIOR, ND 51DING EXT. U.N.O. MAIN LEVEL (T.O. PLYWD) LML W2� FIN. GRADE ELEVATION = 8014.10" VARIE5 FIELD VERIFY AND NOTIFY ARGHITEGT OF ANY if D150REPENGIE5 EXI5TIN6 GONG. BLOCK FND. HALL - IN5TALL N.P. MEMBRANE GROUND FLOOR ELEVATION = 8005.40' , i, WOOD SIDING ON BUILDIN6 WRAP OVER 1/2" PLYWD 5HTG 2X6 REDWOOD DEGKIN6 ON 2X REVERSE SLEEPERS o 16" O.G. R -30 INSULATION DECK J01 STS SLOPE 1/4" PER FOOT 5/8'" TYPE "X" 6YPBD N C Ct? OO � CO cvC.)o� co m N . to 8x C6 O CS C: uj i7; r r 2X6 "TREX" DEGKIN6 ON 2X REVERSE S E1 ='' to 16" O.G. - ATTA( U51N6 HIDDEN 5YG BY MANUFACTURE WP MEMBRANE WI' PROTECTION BD R -30 INSULATION EXISTING JOISTS � r Q r ;VA ;VAII I M W • r M ;_ NAIL A5.0) SCALE: 11/2 = f ' - O"" �— " DOOR 2X6 REDWOOD DEGKIN6 ON 2X REVERSE SLEEPERS o 16" O.G. WP MEMBRANE W1TH PROTECTION BD - EXTEND UNDER DOOR THRESHOLD AND UP WALL MIN. I EXISTING II 7/8 " TJI JOISTS AT 1/4" PER 1—uu I - -- R -30 MIN. MATCH EXT6 PLYWD FLOOR AT L I V I N6 RM EXISTING PLYWD DECKING 2X REVERSE SLEEPERS TO LEVEL FLOOR - GLUE R -30 MIN. TO EXISTING PLYWD DEGKIN6 R -30 MIN. I STEEL BEAM - RE: STRUCTURAL 2X4 FRAMING AT 16 O.G. 5 /8"" TYPE "X"" GYPBD. GLUE 5/8" GYPBD TO BOTTOM OF BEAM 5 /6" TYPE "X " GYPBD. " 2X10 DOOR HEADER GARAGE DOOR 4 TRAGK " 11 = -- Ply UWiffip COPPER FLASHING 1 X6 2X10 ON BUILDING PAPER 1/2" PLYWD EXISTING GONG. FND. FIN. GRADE - ELEVATIONS VARIES DRAINA6E BOARD OVER FND WATERPROOF I N6 3 -PLY B.U.f TO MATCH PLYWOOD I "r r I X4 FA5G I / 6" ROUND C GUTTER W11 IX8 FASGI/ 2X8 FA5G1 I X4 WOOD 2X12 RAFTS 4 �E TA I L A5.0 5(, 1 1/2" = 1 " ♦ Mug Z -FLASH I N6 AT BELLY BAND 2 X 12 J -MOULD AT STUCCO PACK -OUT BEAM FLA5HIN EXI5TINC GRADE DRAINA( OVER Fi WATERP R -50 BLOWN -IN INSULATION (FULL THICKNESS OF JOIST SPACE) A, r a i WINDOW CONT. RIM Ji 5TUGGO ON BUILDIN6 Ix WD SOFFIT PAPER OVER 1/2" PLYWD SHEATH I N6 6ARAGE DOOR HEAD FLASHING B.O. HEADER EL. 10'7` -1 1/2" ABOVE GONG. FLOOR 2X DOOR HEAD - JAMB SIMILAR S ISS FO R: -- DATE: DRB SUBMITTAL 01.28.08 REVISIONS TO APPROVED 03.14.08 DRB SUBMITTAL PERMIT ISSUE 04.10.08 REV. TO APPROVED PLANS 06.03.08 REVISED PERMIT ISSUE 06.05.08 In'} COPYRIGHT 2008 Kirk Aker Architects, Inc. SCALE: DRAWN: 5/6" GYPBD. ON 6 MIL V.B. ON 2X6 WOOD STUDS a 16" O.G. WITH FIN FLOORIN& ON 3/411 R-Ici MIN. INSULATION — PLYWD DEGKINCv NAILED AND GLUED TO FIN FLOORING ON 3/4 " 5LEEPER5 PLYWD DEGKING 2X REVERSE SLEEPERS NAILED AND GLUED TO TO LEVEL FLOOR - GLUE FLR JOISTS TO EXI5TIN6 PLYWD DEGKIN6 T.O. PLYWOOD ♦ Mug Z -FLASH I N6 AT BELLY BAND 2 X 12 J -MOULD AT STUCCO PACK -OUT BEAM FLA5HIN EXI5TINC GRADE DRAINA( OVER Fi WATERP R -50 BLOWN -IN INSULATION (FULL THICKNESS OF JOIST SPACE) A, r a i WINDOW CONT. RIM Ji 5TUGGO ON BUILDIN6 Ix WD SOFFIT PAPER OVER 1/2" PLYWD SHEATH I N6 6ARAGE DOOR HEAD FLASHING B.O. HEADER EL. 10'7` -1 1/2" ABOVE GONG. FLOOR 2X DOOR HEAD - JAMB SIMILAR S ISS FO R: -- DATE: DRB SUBMITTAL 01.28.08 REVISIONS TO APPROVED 03.14.08 DRB SUBMITTAL PERMIT ISSUE 04.10.08 REV. TO APPROVED PLANS 06.03.08 REVISED PERMIT ISSUE 06.05.08 In'} COPYRIGHT 2008 Kirk Aker Architects, Inc. SCALE: DRAWN: C m co 02.21.08 ( C 6 , C to iT 04.10.08 CC) ci 06.03.08 a: u i I'm 06.05.08 u 3-PLY B.U.R. - 6RAC TO MATCH EX15TINC7 GRAVEL 5TOP AND DRIP EDGE R-50 BLOWN -IN INSULATION (FULL TH16KNF55 OF JOI! 5PAGE) PRE-MANUF. ROOF TRU55r5 WITH R-50 BLOWN -IN IN5ULATION 2X4 UNDER FRAMING IX4 WOOD 5OFFIT IXCo VERT. PqOOr,> 51DINC5 IX kO GEILINC7 ON BUILD'& WRAP WALL FLA5HINC 3-PLY B.U.R. - ORAVEL 5/5" 6YPf3D ON (o MIL TO MATCH EX15TINC7 BREATHABLE V.B. R-50 BLOWN -IN IN5ULATION FAL5E 6 X 12 ACCENT E3EAM5 IX4 FA5C.,IA IX5 FA5GIA 2X5 FA5GIA HOOD WINDOW TRIM IX4 WOOD 150FFIT B.U.R. WITH GRAVEL DRE551NO TO MATCH SECT ION 55 4 CC EX15TIN(5 PETAIL A5.1) 5GALE: 1 1/2 = I $ TYPICAL FA5GIA 5EE: 2/A5.1 2X6 REDWOOD DEGKINC ON 2X REVERSE 5LEEPER5 a 16" O.G. WP MEMBRANE WITH PROTECTION BD 2X FASCIA BD. NEW 2XI2 J015TS TO OVERFRAME EXT67 - 5LOPE TOP 1/4" PER COPPER FLA5HINC7 m FOOT IX& — EXT6 5/4" PLYND DEGKIN& (VERIFY AND NOTIFY ARCHITECT) 2XIO 1/2 PLYND. EX15TINC7 FLOOR J015T5 (VERIFY AND NOTIFY ARCHITECT) T.O. EXT6 GONG. FND FIELD VERIFY AND NOTIFY ARCHITECT EXT6 GONG. FNr,>WALL P a m : R - SECTION CC A5.1 ) SCALE- 1 1/2" = 1 '-0" PETA I L - AW ) 50ALE.- 1 1/7' = 1' -0"i 2X6 REDWOOD DEGKIN& ON 2X REVER5E 5LEEPER5 (p Irb" O.G. NP MEMBRANE WITH PROTECTION BD - EXTEND NP UP WALL MIN. Ibil NEW 2XI2 J015TS TO OVERFRAME EXTO -- SLOPE TOP 1/4" PER FOOT EXT(5 3/4" PLYYO DEGKINO (VERIFY AND NOTIFY ARCHITECT) EX15TINC7 FLOOR JOISTS (VERIFY AND NOTIFY ARCHITECT) — ---�PETAIL - SECTION CC I A51 /SCALE: 1 1/211 = 11-0" EX15TIN6 FLOOR J015T5 - VERIFY FIELD CONDITION AND L EVEL TO LIVIN& ROOM PLYWOOD ELEVATION T.O. EXT6 GONG. FN0 FIELD VERIFY AND NOTIFY ARCHITECT MM696 DR13 SUBMITTAL 101,28.08 1 REVISIONS TO APPROVED 103,14.08 DRB SUBMITTAL UPDATE ISSUE 02.21.08 PERMIT ISSUE 04.10.08 REV. TO APPROVED PLANS 06.03.08 REVISED PERMIT ISSUE 06.05.08 COPYRIGHT 2008 Kirk Aker Architects, Inc. SCALE: DRAWN: SECTION CC 6" ROUND COPPER GUTTER WITH 5" R.W.L. IX4 FASGIA IX5 FA5GIA 2xb FA5GIA FIN FLOORING ON 5/4 PLYND DEGKINC7 NAILED AND GLUED TO FLR JO15T5 R-50 MIN. INSULATION Y-O 3/4' V-0 3/4' b w U-) 6-0 5/4' b'-O 3/4* 5 514' b m b N - 7 - V A 3-M-2 3'-0 3/4 P 6-0 3/4" I lz 5ALVACED WINDOW SALVAGED WINDOW 5ALVA6ED WINDOW FROM EX15TIW7 FROM EX15TI% FROM EA5TIN65 OFFICE OFFICE OFFICE 4'-0 3'-0 3/4" 6-0 3/4 FL 5-3 3/4' 5-3 3/4' V-11" m 5-3 3/4' 3'-0 3/4' 0 I' -3 3/4' Y-O 3/4' SEEM 4'-0 3/4' O 3'-0 3/4' � 5'-b 5/4' FIELD COORDINATE WITH EA5ITN6 NPH OPENING I DOO CHEDULE I ---- NOTES: ALL A11400A SIZrS SHOPIN ARE f`ROM AINDOA CAT. PROVIDED BY VIVIX CONSM4TION 6 Ell 0-reN Y41TH 14AYW.IW5 2006 HAND MITM ON COVER) 2. HAR17KARE FINISH SELECTION 13Y O"eRl- 5. EXTRUVW ALUMINUM EXTERIOR CLADVINO - KARTFORD 6REEN. 4. DOUBLE LOA E 6LAZIN& - M3L. INSULATIN& 04=ACoTOR, S. PROVIDE SCREENS AT ALL OPERABLE UNITS. 6. ALL DIMENSIONS SHOAN ARE R• U&H ♦PENINdpS AND FRAMINS DIM. "w 12 12 C4 N i v 7 Y-03/4' 3--b 3/4' 3--b 3/4' b' V-03/4' - -f r b g mo I*t m- co co CQ ci cQ im rn n u- 4-� 4-� moo t� co iii F IS SUED FOR: 0 R' DATE: S AL D RB SUBMITTAL DR IT B SUBMIT M 01.28.08 REVISIONS TO APPROVED DRB SUBMITTAL 03.14.08 ISSUE 02.21.08 PERMIT ISSUE 04,10.08 REV. TO APPROVED PLANS 106.03.08 REVISED PERMIT ISSUE 06.05.08 COPYRIGHT 2008 Kirk Aker Architects, Inc. SCALE: DRAWN: GENERAL 1. DESIGN LIVE LOADS: Snow=100psf, Floor=40psf, Wind 90mph (3 Second Gust), Seismic Zone B 2. RESPONSIBILITY: The contractor is responsible for cross referencing all plans and inspecting work placement at the site to oomuny that no omissions or diooroponn/oa exist that might odvoraok/ affect construction or the intoghty of the finished product. Job site and construction safety are not addressed in those plans and are the responsibility of the contractor. These responsibilities are industry standard. 3. These plans are intended to be in accordance with 2003 |8C and |RC codes. All construction to be in opnfonnunom with those codes. FOUNDATION designed 1. Foundation pressure = 2000 psf, no min. Verify these values prior to final grading of excavation or placing concrete. Changing soil values and requirements may affect grading, concrete. We recommend a soils engineer verify during excavation (and before construction of any part of the foundation) that soils types and conditions warrant assumed values. EDW is not responsible for structural issues resulting from the placement of foundations on improperly assumed soils. 2. We recommend the soils engineer verify during excavation (and before construction of any part of the foundation) that soils types and conditions match those described in the pit log(s) of the above mentioned soils report. 3. Remove topsoils, organic materiial, and any questionable material below pads and footers. All pads and footings exposed to frost must maintain the required 4' frost depth. Minimum pad thickness = 12". The footing elevations of this design are indicated in economical relation to architectural elements. Proper soil bearing and/or the soil report may require lower footings. 4` Drainage and grading details to divert surface drainage at least 10' away from the structure. Do not backfill against any foundation or retaining wall until all supporting floor and slab systems are in place and securely anchored, or other adequate wall support is provided. 5. Where exterior backfill rises above any adjacent floor, use granular free draining backfill from drain tile up. Exterior backfill may be native inorganic material where final grade is below lowest floor (UNO). Before placing finish topsoil, we recommend capping backfill with a Mirafi fabric under 12"-24" of water impermeable material (e.g. clay). 6. Provide 4" diameter perforated PVC draintile in a 12" by 12" gravel envelope at lowest levels of and perimeter of excavation sloped a minimum of 1/8" per foot to an adequate daylighting drain. Provide cleanouts and screen end. Mirofi or other filter barriers will help prevent drain clogging. Test draintile before and after backfilling. 7. All construction and materials to conform with ACI 318. 8' Reinforcing bar to be deformed SO hai nto*| (per /KSTlW A-615)' Lop all robor opUuoa and corners 30 bar diameters minimum. Q. Minimum concrete 28 day compressive strength = 3500pui for wo||o, footers, and pods. and 4000paY for u|obo. 10. Concrete cover: Concrete ooat against and permanently exposed to earth: footing' pod = J". Concrete exposed to earth or weather: woUu. u|obn = 1.5" 11. Consolidate concrete per AC| 309. Coat in place concrete mho)| be poured continuously so as to prevent cold joints. 12. Provide 1/2° diameter by 10"nnin anchor bolts at 32" on center with on embedment of 7^ to connect framing to foundation (UNO). Anchor bolts to be located not more than 12" from foundation corner /TYP\. Use galvanized anchor bolts with pressure treated p|oten. Finish all concrete wo|| tops to within of specified elevations. 13. Foundation insulation and waterproofing to be specified and installed in accordance with the above mentioned ooUo report, |RC, local codes, and accepted construction practice. 14. Do not use fnono form systems without approval of Engineer. 15' Provide eiob shrinkage reinforcement of 6x8xN1.4 welded wire mesh with 2^ lops, or o poly fiber mesh per manufacturer's instructions. 16. Slab surfaces to be left free from trowel nnorka, uniform in appearance, and with o surface plane tolerance not exceeding 1/8" in 10'0" when tested with o 10' straight 17. Provide 1~ deep tooled (or cut) control joints at approximately 10' on center in each direction. 18. Provide 1/2" expansion joint rnnt*ho| at all m|ob to wo|| footing, or column interfaces. Provide o G rnJ poly barrier under all interior o|oba for moisture protection and as o bond breaker. Provide on approved hardener and 000|er to the surface of all y|obo' 19. If foundation is to sit through winter without complete framing, we r*oonnnnond the building achieve enough bookfUL framing, and floor sheathing to protect foundation bearing ooOm from moisture accumulation and frost heave. STRUCTURAL STEE 1. All structural steel ahoU conform to /SJM specifications A36 except o columns which ohoU conform to A3TM A53 Grade 8 and abya| tube columns which ohoU conform to ASTM A500 Grade B. Steel to otom| nnennbar connection bolts ahoU be A325 otoo| and rn|ooeUonooua wood embedded items ohnU be A36 steel. 2. Steel column base plates aho|| bear evook/ to concrete below via 4000 psi non shrink grout. J. Winirnonn welds to be per AJSC and/or AWB, but not !eoa than 3\16" continuous fillet unioao otherwise noted. Welding quality control aho|| be per AW8. All welders eho|| have evidence of passing the American Welding Society Standard Qualifications Test as detailed in AWS D1,1. TYPICAL ABBREVIATIONS BRC = bearing CL = center line E.E. = each end E.M. = each noernbar E.S. = each side EvY. = each way GL = Q|u|omn HDR = header ML = Micro-lam oo = on center 0F= mmrfrnmm OH = overhang OPP S{W = opposite einoi|or PL = p(oka PT = pressure treated PSL = p arall arn R.O. = Rough opening SOQ = n|ob on grade STIR = Structural TOBL = top of brick ledge TOF = top of footing TDS = top of a|ob TUSB = top of steel beam T0YV = top of wall TYP = Typical LINO = Un|oao noted otherwise WS = steel web stiffeners 4" Slab on /.""_" � Continuous G W@ Polyvinyl--/ / Compacted Gravel Sobgmde� (Per soils report) Harz. #4 0 10"oc Vert. #4 @ 16"oo '4x24"x24" Slab it Vert. Roint@ 16"oo�� ( (Alternate Bends in Ftg.) ` 8aohng per soils report 4"0 Drain Tile in Gravel Bed Wrapped in Wira0otLowest Lnva|o of Excavation (Per Soils Report) 2x6 Exterior *mU 1/2 Expansion Joint 4" Slab on grade ` 4" Sand or Woohed k-~'' Continuous 8 k6| Po�vn Compacted Qrovw| Sub,,.---/ / Harz. #4 @ 1 Vert ' " �4 �� 16 /Per Soils Report) "^ ° ME= 1O" Anchor bolt 0 32 - PT 2x6 Sill Plate ' _ Mo�t�n 5^ Clearance between �0 � Plates or Siding and Soils at Finish Grade rmmx Grade Vert. Reinf. @ 16�n (Alternate Bends in Ftg.) Bearing per soils report � � o � 00 IF a � (2)# Harz. top and bottom of wall and in Ftg. �-40 Drain Tile in Gravel Bed Wrapped in Mirofi at Lowest Levels of Excavation (Per Soils Report) -WALL DETAIL-B 3/8" End Plato pT 2x0 Sill Plate /-- or Web Stiffener Beam Varies non-/ | shrink grout -�* SIDE VIEW 8" Concrete wall Anchors END VIEW BEAM POCKET DETAIL C Varies INOTE: All Dimensions Per Architecti r ----------------------------------------------------- Z EXISTING CRAWL SPACE r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - I t I r - M Beam Pocket Pocket For New Crawl Access i Pocket 4 ' EMSTING SLAB ON GRADE ng (2)#5xl8" Epoxy Dowel Existi Footing to New Footing & #5x12" Saw Cut Existing At 12 o.c. Vert. Epoxy Dowel New Foundation For Slab At Foundation Wall to Existing. Op EXISTING FOUNDATION =OUNDATI PLAN Scale: 1/4"=11'—O" 2'-3^ 3'-5' / 1'-g 1/2" / '_ / / / / / / / / / / / / �----------------------- r ----- / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / IATE:0-16-08 JOB #:0825 IRA": EDW EN0: CW REVISED: --- �REVISED: --' ISSUE: ASLl ZViN 0 ON Cn (U A4 T14 IATE:0-16-08 JOB #:0825 IRA": EDW EN0: CW REVISED: --- �REVISED: --' ISSUE: ASLl ZViN 0 WOOD FRAMING 1' Framing [dnna show structural requirements only. Additional nnennbmro may be required for blocking, noiloro and code requirements. 2. Use Douglas Fir or Honn Fir "stud grade" /S4S\ 2x6 for all noU ntudn(UNO), Use DF#7 /S4S\ or better for all multi-stud pnato' joists, rafters, hoodens, posts, beams and plates. 3. Sill p!obso and any other lumber in direct contact with concrete- California Foundation Grade Redwood or Species Group 8 Pressure Treated Lumber. Use galvanized anchor bolts with pressure treated plates. 4. Qu|orna (C 24F-V8 manufactured in accordance with A(TC 117-84, fb=2400pai. OK to use 24F-V4 for oinnpio span applications only, All Qu|onna used in exterior applications must be omu|nd and protected from moisture with on appropriate preservative. 5. Miorolo,n (ML)- manufactured in accordance with APA odtohm. fb=2GODpsi G' Timbers- Douglas Fir /DF1 Grade specified on plan- #1 Fb>1300pui #2 Fb>858pmi 7' Exterior Wo|| Ply- 1/2° APA rated CDX with Od`s @8"oo edge, 12" oc field. Manufactured in conformance with AFY\ P3 1-83. Floor Ply- 3/4" T&G APA rated 24/0 minimum, 8d'a 06"oc edge, 10"oo field. Glue to joists. Roof Ply - 5/8" APA rated 40/20 rnininnunn 8d`o @6"oc edge, 12"oc field. 8. Roof Trusses- 100 pof ono* (oo6 24"po, Truss design and fabrication by others. No drop top gable truss adjacent to scissor truss without approval of Engineer' Q. Maintain G" o|eoronoo between untreated wood or siding and snUa at finish grade. 10' 1/2" Plywood sheath 100% all exterior fnnnna. Ply to lop floor hrn top plates and oD| plate. 11. All fluor and roof plywood place with 8" dimension perpendicular to framing with end joints staggered. 12. All load bearing headers in 2x6 wo|| (3)2x10; in 2x4 wall (2)2x O). 13. Provide 2 studs under each end of all load bearing beonoo or headers }38^YUNO\. (1)King stud rnin.(UN0) 14. Multiple stud posts anticipate 2`nnin *o|| sections preventing buckling. Verify new adjacent openings with engineer. 15. Studs removed for doors and windows ahoU be placed equally at the end of headers, up to (2)king (full height) studs each end. 10. Posts to stock over equal below (UNO). Trusses spanning >18' to stock over studs below (ONO). Provide end joist where studs above do not stack over studs below. 17. Solid block all baohng woUe and posts for continuity to foundation. 18. Block all truaaoa out|ookera, rafters and joists at all bearing points. 19. Where full height foundation wall poroU*i to joists, block 1st joist space @24^oo. 20' Wo|| studs to be continuous from floor to floor, or floor to roof' Balloon frame all gable wo|b. Provide firootop blocking at 10' max intervals in any wo|i with studs over 10^ height. 21' Connect joists to blocking with o minimum of (2)10d noUa and connect joists to plate or boono below with o mnlninnunn of /3\10d toenails. Connect rim to plate below with 10d toenails 08"oo. 22' Nail exterior wall sole plate to joists below with (3)10d and to blocking, rim or end joist with 10d'n 04"oc. 23' Connect uonnrnon trusses to all bearing points with Simpson H2'5 connectors (UN0). Scissor trusses connect one end with Simpson TC26. Connect to blocking with (3)16d noUo 24. Ventilate roof framing per {000| codes. 25' Nailing, blocking, and all other construction details per 2003 IBC and |RC such as Table R602.3(1). (UNO) 20. All connector ooUouta to be Simpson Strong-Tiia or equal by Simpson Strong-Tla Company, Inc. |nytoU per manufacturer's instructions. 27. TJ/ and M|croLano L] are products by Trua Joist MacMillan. |nntoU per manufacturer's instructions. Multiple ML's glue and nail together with (2) nnwo 16d @12 N0). 28. Steel boannm pock out per detail where noted. Where not otherwise noted, provide 2x full width nailer on top with 1/2" Thru bolt at 24"oc staggered side to side of beam web. Where fronno wall pocket prevents beam rolling, connect etno| beam base to post or beam below with /2\5/8" Logs. Othan*|ao connect boonn to bnodng via welded "ears" i.e., flanges similar to Simpson CC. Provide 1/4" fitted web stiffeners at steel beam point loads and bearing points (UNO). 29. If o(ob on grade is placed on expansive soils (i.e. nn|ninnunn soil bearing required, amo foundobon note 1 above) all partition *oUo framed on o|ob to be slip jointed per aoUo report. 2x6 Exterior 2x6 Exterior Bearing Wall (-2x6 Squash Blocks Bearing Wall Below Ext. Bearing Wall Beyond Above (TYP) % Ply 8"oc To Remain W1 4x82 \ ^ `-/4\11]88 LVL "--YM0x22 | 9h' Web �tStiffener �� fenar Each V Side of LVLa */ /2\ 4"x4~A4°x7" Long Steel %"0 Thnu Bolts Angle E.S. of web w/ ( Y thru hu|tu(ASTM 325 bn|to7YP) FRAMING SECTION A 2x6 Squash 8|uuk Blocks Below Ext. Boohng Wall 2x full width top plate-� w/ X"o carriage bolts at 32"oc staggered top plate to sU. top flange VY14x82-' (10 Y, Cope steel beam- bottom flanges no required 2x6 Exterior Bearing Wall Existing 11.88 TJ1200 At 8"oc To Reamin 4"x4"A4"0" Long Steel Angle E.S. of web NOTE: Option to replace -Y4"O bolts w/ 100% continuous all around weld steel angles to steel beams webs rB_' CONNECTION DETAIL B 2x6 Squash Block Blocks Below Ext. Bearing Wall %" Web Stiffener W14xO2- (1o@N/+X Cope beam as required 2x0 Exterior Bearing Wall Existing 11.88 TJ1200 At 8^or To Roornin (4)11]88 LVL %" Web Stiffener w/ (2)%"0 Thm Bolts Shim LVL Tight To Steel Baono Bottom Flange ,/�c CONNECTION DETAIL C Existing 6 %N`13 GL Beam 7 1 - 7 Top Plate W14x82-' D CONNECTION DETAIL D 2x full width top plate - w/ Y2"0 carriage bolts at 32"oc staggered top plate to sd. top flange f6 Web Stiffener - W14x43-/ V Web Stiffener w/ (D�13�� \ ��Thm Bolts �-Shino CL Tight To Steel 8eorn Bottom Flange CONNECTION DETAIL E B0SONS DECK to be WATERPROOFED EXISTING DECK TO BE WATERPROOFED EXISTING DECK CONVERTED TO INTERIOR NOTE: 2x8 Wall - Framing 0 Garage Gable Wall ASLI qTt MIS ZoN ASLI qTt (Refer to Pg. S2 for Complete Framing Notes) GENERAL ROOF FRAMING N O T ES — Engineer to review and approve truss manufacturers shop drawings prior to ordering trusses. Truss Mfg. to Provide Matching Tails. — Block all trusses, out|ookmne, rafters and joists at all bearing points. — Wall studs to be continuous from floor to floor, or floor to root Balloon frame all gable walls. Provide fireotop blocking at 10/ rnox intervals. VVoU studs over 10' vertical height to be LADDER RAFTERS: 2x8 At 24"u.c' w/ Full 2x8 Blocking LU828 Hanger Where Shown, /4110d End NoOo E.E. of Ladder Rafter. 2x8 (Min') Bubfoao10 — Connect all 2x12 rafters to blocking with /3\10d nails, and to plate or beam below with (4)10d nails. Boor 2x12 w/ Min. 2~ At Birdarnouth Brg. LSTA24 Strop Rafters Over Ridge(TYP) — All Timber Beams/Columns DF#1 or Better (Grading Per P|on) — All Timber Beornn Dimensions are Actual. (i.e. 8x12 measures 0°x1�~) ` ' — Provide JO Square Inches of Bearing h\|nirnurn At All Timber Bearing Points. (2)5/8"0 Lag Screws With B" Minimum Penetration at Timber to Timber Cmnneot|ono./UND1 — (2)5/8"0 Lag Screws with G Embedment At 2x6 Thrnrnera — (UNQ) (2)5/8"0 Log Screws Beam to Baorn From Top Countersink 8v Plug. -- (UNO) /215/8"0 Log Screws Beam Down to Post Below Countersink 8c Plug. TYPICAL ROOF OVER FRAME NOTES — OverFrnme — 2x8 At 24"oo Rafters to stock Over Rafters/Trusses Below — Provide intermediate 2x4 bearing vvoUs at G'—O" nnouirnurn — Provide 2x10 Valley Plates 2m2 At 24"o.oLo°er---- Shed Roof Framing. 202 Screws to Blocking Be KlRSCHER UNIT /\ — 1995 CH/\MON|X LANE DaT]S6-16-08 JOB #:0825 DRAWN: EDW ING;[W REVISED: -- ISSYIE:ASI1 1 /4"==1`--O" LOWER ROOF FRAMING m u�� dN o t - [} t4 CD E DaT]S6-16-08 JOB #:0825 DRAWN: EDW ING;[W REVISED: -- ISSYIE:ASI1 1 /4"==1`--O" LOWER ROOF FRAMING