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HomeMy WebLinkAboutB12-0274 Stamped_Complete_Set.pdfTHE WELTNER RESIDENCE 1677 BUFFEHR CREEK ROAD LOT 1, FILING 1, ELENI ZNEIMER SUBDIVISION TOWN OF VAIL 81657 EAGLE COUNTY, COLORADO Front Character Elevation OWNER DOUG &ANNE WELTNER STRUCTURAL ENGINEER SURVEYOR SCOTT S. TURNIPSEED AIA ARCHITECTURE, CONSTRUCTION, & INTERIOR DESIGN 1143 CAPITOL STREET, SUITE 211 P.O. BOX 3388 EAGLE, COLORADO 81631 (970) 328 -3900 PAUL NEWKIRK NEWKIRK ENGINEERING 407 KENDALL PARKWAY BOERNE, TEXAS 78015 P: (830) 755 -8164 F: (830) 755 -8172 GORE RANGE SURVEYING SAM ECKER P.O. BOX 15 AVON, COLORADO 81620 (970) 479 -8698 ROCKFALL MITIGATION CONSULTANT TOWN OF VAIL PLANNING NATURAL HAZARDS CONSULTANTS ART MEARS, P.E., INC. 555 COUNTY ROAD 16 GUNNISON, CO. 81230 P: 970 - 641 -3236 TOWN OF VAIL RACHEL FRIEDE DIMOND, PLANNER DEPARTMENT OF COMMUNITY DEVELOPMENT P: 970 - 479 -2138 F: 970 - 479 -2452 PROJECT SUMMARY: NEW BUILDING: OCCUPANCY GROUP: CONSTRUCTION TYPE: NUMBER OF STORIES: BUILDING HEIGHT: ZONING: LOT AREA: SETBACKS: PARKING: SINGLE FAMILY RESIDENCE R -3 V NON -RATED TWO+ WALKOUT BASEMENT , 33 -0 MAX RC (RESIDENTIAL CLUSTER) 5.010 ACRES OR 92,966 S.F. 20' FRONT, 15' SIDES, 15 BACK 3 CARS PRIMARY, 2 CARS SECONDARY DRAWING INDEX: CS COVER SHEET A0.0 AMENDED FINAL PLAT A0.1 TOPOGRAPHIC LOT SURVEY A1.1 SITE PLAN A1.2 LANDSCAPE PLAN A2.0 LOWER LEVEL PLAN A2.1 FOYER LEVEL PLAN A2.2 MAIN LEVEL PLAN A2.3 UPPER LEVEL PLAN A2.4 ROOF PLAN A3.0 GRFA CALCULATIONS A3.1 BUILDING ELEVATIONS A3.2 BUILDING ELEVATIONS A3.2 BUILDING ELEVATIONS A3.4 BUILDING ELEVATIONS A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.3 BUILDING SECTIONS A4.4 BUILDING SECTIONS E2.0 LOWER LEVEL ELEC. E2.1 FOYER LEVEL ELEC. E2.2 MAIN LEVEL ELEC. E2.3 UPPER LEVEL ELEC. M2.0 GAS PIPE ISO M2.1 MECH PLAN 1 M2.2 MECH PLAN 2 M2.3 MECH PLAN 3 S1.1 FOUNDATION PLAN S1.2 LOWER LEVEL FRAME S1.3 FOYER LEVEL FRAME S 1.4 MAIN LEVEL FRAME S1.5 UPPER LEVEL FRAME S1.6 ROOF LEVEL FRAME S2.1 STRUCTURAL DETAILS S2.2 STRUCTURAL DETAILS S2.3 STRUCTURAL DETAILS S2.4 STRUCTURAL DETAILS W1 - W6 SOIL NAIL WALL FLOOR AREAS SUMMARY: LOWER LEVEL FINISHED 1,775 SQ. FT. FOYER LEVEL FINISHED 298 SQ. FT. MAIN LEVEL FINISHED 2,899 SQ. FT. UPPER LEVEL FINISHED 950 SQ. FT. TOTAL FINISHED S.F. 5,922 SQ. FT. UNFINISHED MECH. 70 SQ. FT. UNFINISED 3 CAR GARAGE 942 SQ. FT. TOTAL UNFINISHED S.F. 1,012 SQ. FT. TOTAL ALL S.F. 6,934 SQ. FT. 0 CD CD c P(ODertv Lint SITE AREAS SUMMARY: TOTAL SITE AREA 92,966 SQ. FT. SITE COVERAGE ANALYSIS HOUSE / GARAGE FOOTPRINT BACK PATIO ENTRY STEPS, & WALKS Mr11%IMA/ A V TOTAL COVERAGE and % of TOTAL SITE (LANDSCAPE TOTALS ON A1.2) 3,927 SQ. FT. or 4% 478 SQ. FT. or .05% 90 SQ. FT. or .01 % 3,392 SQ. FT. or 3.6% 7,887 SQ. FT. or 8.2% minus DRIVEWAYS or 3.6% TOTAL SITE COVERAGE AREAS 4.67a GRFA SUMMARY: ALLOWABLE GRFA = 5,267.4 S.F. EXACT GRAPHIC CALCULATIONS ON SHEET A3.0 LOWER LEVEL GRFA BREAKDOWN ONLY 1,775 FINISHED S.F. 1,015 UNFIN. 3 CAR GARAGE S.F. 70 UNFIN. MECH. ROOM 2,860 TOTAL S.F. *.52 ALLOWABLE DEDUCT UNDERGROUND (ESTIMATED % BURIED) 1,487 (subtract from total s.f. of 2,860) 1,373 -600 ALLOWABLE GARAGE DEDUCTION, � DLL, 773 GRFA TOTAL S.F. LOWER LEVEL 298 GRFA TOTAL S.F. FOYER LEVEL 0 ' 3,059 GRFA TOTAL S.F. MAIN LEVEL BN4 S _4 1,096 GRFA TOTAL S.F. UPPER LEVEL 'VSED MR 5,226 GRFA TOTAL S.F. ALL LEVELS it PERMIT SET 0 C N N N N N N MM4L6 M z 3 ru g W z o I Q J U ¢ � z z �- z a. U U oe a. 9 Z •r' O C 'I Ax vLCPE 8344--j - - - - - - - A-- ------ ------- A-- ------ ------- L 2 V WN A-- 2 A- yp j 4 - - - - - _ - -r _ 4"t T`ERFORAT��[' �Vc 7 ZK'6 DRI�N! ;'IPF ARAPPEJ-' 'PE �0 -TCP. FAG ;]C C , E;, zo — — r1UTLfr T`T-, T A NO IT I,,NCn-)UR2EIj NADVL S L 18 SEE SK-' of 2 FOR ADr,'L TYP. SECTION 4 TIERED BOULDER WALL 16 T SCALE 1/2'" I'-Q- DrSicurp: OBO WELTNER RESIDENCE ANDERSON STRUCTURAL ENGINEERING, INC, CHECKER L SITE WALLS PROJECT NO 20$2-05 1701 SUFFEHR CREEK ROAD IEW .sof, �0 I .14 236�� -1556E CONSTRUCTION -4-12 LOT 1, RUNG 1, ELENI ZNEIMER SU6DIIASION Owc. NP.: SK-2 of 2 -- VA1, COLORADO 81657 a. 312 -0-aDERIZETAINGWAL' . 310 - �--2 .S � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I -- — — — — — — — — I F--- ------------- 8284- - - - - - - - - - - - - - - - - - 86, u 8282- < - -------------------- m A 8280 Lu - - - - - - - - - - - - - 82 9 Ln — — — — — — 80 — — — — — — — I v 'now w 1 11 ��Vffiuffmmlm NO w" w 8270.� - - 8 PROPOSED FENCING & 7 8276, - - - - - - - - - - - - b - - - - - - - S]NOW-STORAQ& LIMITS OF DiST111"NCE - - - - - - - - - - - - - - - - - 0 UTILITIES TO - - - - - - - - - - - - - - - - - - - - - ---- ION SNOW STORAGE 8274-- - - - - -- 6e 0 272 - - - - - - - - - - - 72 e Ok -- - - - - -- - - 8264.2 PROPOSED 6'-0" OR LESS - --- - - - - -- 0 s®r-Ab 0100 BOULDER RETAINING W' 0\\ WATER VALVE n�A�� — -8270 IV V: ♦ WALLS - - - 8268--------------- - - - - -- - - - - - - - - - - - - - - - - - - - - to FIRE HYD. 000 000 '0000� 8266----------- - - - - -- - - - 8251. EXISTING WALLS TO 0000 '�' — — — — — — — j // 826 \ / ~ REMAIN. 64 — — — — — - - 0000 i00000000 — — — --- — — — — — — — — — — — woor woo 0; N87039 37-W woo -'N vwl� to ok 13.46' 0'?V , — — -- -- /F\ --- 1< 262 ??, ��� 00 O , 8250 -.0000 0160000pp 8266 Pit, �4- 72 0- ROP( E45GE 01 67.6---,, 4'-0r'CO1NC'I,, PAN W/ rd --------- - fNVI]jRT- E(jslbound Lane CURB STOP 8259.0 8260- - - - - -- - - - - -- - - - - - - ;0-� — — — — — — — — SEWER SERVICE T) STUB 8258----- 00 00 824914 ---so 0- 00 — — — — - - - - -- — — — 00 so 56.4 oa ZADIUS 36.00' '8000000000 1--,' As' A 8256 — — — — — — — — — — — — — — — — — — — T 1P EE )ELTA = 59059*28" of 6,RC = 37.69' ..... 8254------- - - - - -- — 3 TANGENT = 20.78' 8252— — — :HORD = 36.00' oy�� "�SED A i� 3RG = N57'39'53"W 8250 — — — — — — — — — — — — — — — — — — — — — — — — — — 53.3 '0� N27040'09"W 4.16' GP- Of I MING ENVELOPE SITE 8248.4 8251.1 I 1 000, T 82,54 GRADING PLAN SCALE: I" = 10'0" NORTH Ili 0 *i P% Scott S. Turnipseed. AIA 1, Faa 7_ r Mo00 o w cv) 4) (Y) X 0 0 co cl CVI) 00 A CL 10 C14 (Y) — 00 CL r — CN 0 7C3 cm m u 06 n V) 0 16m 0 0, 0 CY) 0 00 cn -5 c! C14 () 0 Lu 0- 400i uu 4) mom 0 V z 0 A 1411 C) U Z W w 00 ZW u zw W 1�. F'�"� pq z > O N N N N 7 - - - N 6 C6 r� N C14 C3 1 1 1 M M "t LO ca M V) z 3: N < w ca j w CL uj Q Z Z Z w 0- h- — U u ce. 0- Z 0 A1.1 SITE PLANS z 0 A 1411 C) U Z W w 00 ZW u zw W 1�. F'�"� pq z > O N N N N 7 - - - N 6 C6 r� N C14 C3 1 1 1 M M "t LO ca M V) z 3: N < w ca j w CL uj Q Z Z Z w 0- h- — U u ce. 0- Z 0 A1.1 SITE PLANS A1.1 SITE PLANS AF 'FAV .05% 90 SQ. FT. or .01% 75 1 Gal., 18" o.c ; 3,348 SO. FT. or CU r cn O Colorado Spruce )0= None 25'/15' Sun/Filtered Shade 3 8' Ht. t"" O Zero �-- N U 0 m r O h y O Flowering Crabapple Malus sp. 'Dolga" Fink 15720' Sun 0 2" Cal. N w c r N o 0 H o Quaking Aspen Populus tretnuloides None 35/25' Sun 20 2" Cal. U 060 Boulder U co N �� 00 ~ Final Count 1BD ONative Yellow Potentilla Potentilla f uticosa Yellow 272' Sun 4 5 Gal. M J Redtwig Dogwood Comus stoli[dfera Baileyi" White 878' Adaptable 0 7 Gal. � OAlpine Currant Robis Alpinum V) 5 5 Gal. F OUral False Spires Sorbaria sorbifolia White 51/7 Sun/Filtered Shade 4 5 Gal. ❖.❖ ... Gravel Cobble Native Grass Mix to Match Existing Grasses, Irrigated 8c Maintained Sod Areas LANDSCAPE- PLAN A1.2 TOTAL SITE AREA 92,966 SQ. FT. LANDSCAPE COVERAGE ANALYSIS BACK PATIO ENTRY STEPS, & WALKS SOFTSCAPE AREAS TOTAL COVERAGE and % of TOTAL SITE SCALE: I"= 10' -0" 11�� NORTH (LANDSCAPE TOTALS) 478 SQ. FT. or .05% 90 SQ. FT. or .01% 75 1 Gal., 18" o.c ; 3,348 SO. FT. or CU r cn O 825 Sq. Ft. v 00 00 � G All Disturbed Areas (.6 i-� t"" O Zero �-- N U LANDSCAPE- PLAN A1.2 TOTAL SITE AREA 92,966 SQ. FT. LANDSCAPE COVERAGE ANALYSIS BACK PATIO ENTRY STEPS, & WALKS SOFTSCAPE AREAS TOTAL COVERAGE and % of TOTAL SITE SCALE: I"= 10' -0" 11�� NORTH (LANDSCAPE TOTALS) 478 SQ. FT. or .05% 90 SQ. FT. or .01% 2,780 SQ. FT. or 3.0% 3,348 SO. FT. or 3.6% • • • Scott S. Turnsp�eed, A!A I) Q N r N N N r r . c 00 00 N O (.6 i-� X * �-- N V 0 m r O h y O ,_ M N vS eM 00 ch o c r N o 0 h 0 pp O 0 o U JUj U co N �� 00 ~ W w o Vi d CL U LU a CL Z M J O U V) F- cL W Z 0 W p A U a" w � O U x W o a o w w� w wU w H O a A 1,a2 FINAL LANDSCAPE PLAN I< N r N N N r r r N N O (.6 i-� * �-- N N �- O vS eM 4 6 co M V) Z N JUj co LU 0 Z J F- cL W Z a w = u- w U H z a- .`n O A 1,a2 FINAL LANDSCAPE PLAN I< 3 A4.1 zo Line of C C? A4.ivI � : 2) 1 Line of RADON MITIGATION A4.1 Vertical 4" pipe. RADON MITIGATION NOTES: > 1 1 A4.4 A4.3 RADON STUBOUT 4" PVC PIPE 2, 11-6 9' -5Y2' g'_1 ' 27-113/4" 3 PERFORATED L)K^IN TILE AROUND INTERNAL tKN/-\L PERIMETER 36" AWAY FROM EDGE OF FOOTING (TYP.) ALL EXPqSED PIPE WILL BE 4" SCHEDULE 40 PVC PIPE SLAB WILL BE CONNECTED TO CRAWLSPACE WITH 4" :fi57 SCHEDULE 40 PVC PIPE F,, D tU ZVI' - � _�P ? N4 IQ$ 3" DRAIN TILE IN GRAVEL LAYER zo q� f, )A =?'FtZr�!" C4 J'_ 6 MIL VAPOR BARRIER UNDER SLAB, ABOVE GRAVEL i I ih zVj0_Z Z5 'H"171"_ 75 '4 f -_ - � �- ­' ��' k "' '_'4 b '7' '.- 5�5" * "�; - "'�_ 2 A3, 70 A-P7r7 0K A ti 525r ­t-7 7­1 *ZL "1 91 �"_ __Ck -2, .... . 4, PERIMET R SEAL IN ALL PENETRATIONS AND EXPANSION JOII` WITH ON PAR POLYURETHENE CAULKING. 7 1 . . . . . . . . . . % 2�b�_ awls p a c -z-' ' - "�� ��'k unft 1_4 F Be ow Duluw ubbies 7� Wc 3her Dryer Y Stacked Uravel I loor Sink, C to 19 D lot Ceiling @ 4'_1 :4 PIPE TO E E RUN ABOVE ROOF LINE SHOULD BE 4" SCHEDULE _k T 0 G 24 5 -�Jl 40 PVC RIPE (TYP.) xy, co 4 -2, ULdry# Tile Flbor 4, 4- --Fla _7 t C&iling ­4­'�4')' 'ka 1-4 7 4 SN X - �'I` I j ADON ANTOBEL R OCATED IN ATTIC SPACE, ACCESSIBLE, LOCATION TBD A --------------------------- ------- C r a w s p a c e -------------------- "Y*3 BLOCK GUTS SHOULD BE MADE UNDER FOOTING TO CONNf Above Fur jkd Cu c? s bbie Furr out walls -7- FERENT A4.1 Storage Shelves THE DIF Bikes & Skis as neeriec, 7'-7' fl LEVELS I THE RESIDENCE. Line of Greatroom walls — — — — — — — — — — Powd Flagstone Concrete Floor aboye Qr(ai�4w= 1� cess–/ Mechanical W. I. C� Flo I I Future wall and door. Flat Ceiling Flagstone 00 k-USTOM U.N. U00F Lit lu U1 r111;_f =11 WW]lb Z see nor um Flo, Ce'Fn R, jg,�tnrle F x. g ------ -------- A j7 Rouah- in M`- 6' u .5'Om V.N. J =00=' J, \11 ------------- ��cluvl II A N O to �ol Mai ') Scott S. Turnipseed, AIA N C-4 z 0 N .000 00 U 6 CIS P41 04 boo, 0 co 0,_ U O CL CY) %0 00 N 0 C%4 — 00 U, O 01 ca O L_ 0 06 -t: 0 U cn N Ci 00 04 N 76 LU C') Vi U 0 U Q_ WIN- 5: CY) 0 CL LU 0 Z 0 _J cle U < _j U N C-4 z 0 N 6 U 6 CIS P41 04 04 — U M C'6 4 6 ca O 0 z N < Uj CID _j 5: Ce 0 N C-4 N N 6 N 6 CIS P41 04 04 — M C'6 4 6 ca O z N < Uj CID _j 5: Ce CL LU 0 Z _J cle < _j U I.— < =) Z 04 I­ ui Z CL a Uj :3 U- Uj U U oe_ 0- Z 0 3 A4JI A4,2 A4A Lower 3111air Upstairs 18.Risers 00 (D as A4 8'-2)/i' Cov'd Entry Heated Stone Floor Vltd Ceiling Entry Stairs Heated Stone 2 A4.3 FOYER LEVEL FLOOR PLAN. PROPOSED SQUARE FOOTAGE SCALE: 1/4 "= 1'-a' 1298 FINISHED S.F. 1298 GRFA TOTAL S.F. FOYER LEVEL NORTH 3- A4.1 A43 Scott S. Turnipseed, AIA A4.3 N O �7 I N N z O N N O M � U C) P4 ti 4) "a CY) X 00 4) 4 0 CO d 0 0- C! CD U CY), 0 — 00 C'4 m CL - r 0 04 00 0 70 co C u 2 V) 2 n o6 0 N 0 0 0, Of) ca W 0 -i < z u_ W z U m a. uJ oe a- V) 00 C%4 (Y) 7 0 UJ C5 b, u u 0 a cy) 0 V (A I N N z O N N O M � U C) P4 ti 00 vh 4 6 CD U C, �H M w ao V) D Zn Z 0- < D a U Z Lu > Lu Z uj u ca W 0 -i < z u_ W z U m a. uJ oe a- 0 0 a I N N N N N O M � M vh 4 6 CD M V) D Zn Z 0- < D a U Z Lu > Lu Z uj u ca W 0 -i < z u_ W z U m a. uJ oe a- 0 I 3 A4.1 zo i2 zo 04 Exterior Walls Below Exterior Walls Below KA I A4.3 wone veneer 00 A Line of RADON MITIGATION PIPE BELOW GRAVEL X IF I , see notes. fi U p p e r r S Ill air GI r e a t r 0 ex A 10 Carpet Floor 3 -71- A Wood Flo r YY LO Prellm,. locations - ------ Aid Ceifinq of deltrig beams. 7- j RE- F 4 -'- M,7, 1K 4— 1'4 --T 7 0) C Wood Floor C-A" -4- - U-15 -ki�&fekston& DeL Flat Ceiling 10 '-CY'---- ing ---- -- 26-0' ------- fF T1 1E -5 Stone veneer [t bD j J. - ----- U 19R w/ 11 "Treads 00 10 C14 Line of Flat Ceiling Vaulted Ceiling XX D� 9" 5-9" 7en �7 30190 - --- ---- 19 Risers Landing V J t)own ta 7!7 — ----- Wood Floor C) lbetoyer Flat Ceiling 10-0' '' -j- iapd 4" Wood Railing along T.O. SUBFILOOR 4 dk T 7-7- 4'-U' 1 2' 9' Staircase & Opening EL. 100 Prelim. locations F Art Niche t ------ 0 P a n t r y 0 M Wood Floor 01 0 -U O C u I 0'-U'Ceiling M a C n i S a I r Suln Deck- N 0 d a > I Wood FloortCp� Runner HeatO Stone Decideq Wood F104 L 1 c: (D Vltd Peilir)g W I U-0"Flat (�eiliny �0 ---- -- ------ t 7 -T Conv. control K I t c h n Mirco & Laund ry —4 Wood F oor' Coffee N Tile Floor Her Clo. I 1, '--' N36- �0 TF 13S. I U-10"Flat Cellng if 9'-0" Flat Ceiling I Carpet Floor ro 7- 9*-0" Flat Ceiling 23-2" 7 8'-4!' 48!'Refdgerator/ 2 LIC 24'UC 4 t Exterior Walls — — — — — — Foyer Below Heezer 70 n F Below L 10 -C;Q C3 �2 , Study ( 0 A) d/ - ----- - - - - --— — -- --------- - - - - -- A4.2) Wood Floor 8 9'-" Flat Ceiling & to iL , )bes; Line of Exterior —u--LT walls Line of Exterior 4--3 Y2" l lol- below walls: His Clo. Below A4.4 de' A4.2)' - - - - 2680 pkt r -I L J L.J-1' - — — — — — — — — - I I 3-2 9'-0* Flat Ceiling I 0992 2 — — — — — — — — — - 4 Prelim. locations A4.1 A4.1 L of ceiling beams. I I I 0, -sq- t---- - - - - -- ) - - - - - - - - - - - - ------------ MAIN LEVEL FLOOR PLAN N — — — — — — — — — — — — — - — A2.2 SCALE: 1/4!'= 1' -0" \A — — — — — — — — — — — — — — — — - --V NCRTM -0 II E Master ake-Ur D �-S cirt-h-r(yv" PROPOSED SQUARE FOOTAGE Master B id r o o m Tile Floor Vltd Ceiling Cori3et"*or 17 1-,q nco mrimUFn It F 1 10!-31 X-8" 3 A4. Bars o'- LO CV 00 Film t7 4.1 M �0 2 N 04 I 1 1- 13,059 GRFA TOTAL S.F. MAIN LEVEL 6 c6 lr�- j j 00 00 4 L6 A4.3) 4) .5 U 0 0 iii Z < W 0- '-0 C-(Y) 4 CL U U 00 De -5 C 0 - N 0 13 0, U 2) 0 06 16= r . 0 08 U 6, U T 06 C-4 0 75 W 00 2 U C1 U o. j 41-1, 41 47 — — -- — — — — -- J. Line of Exterior walls TV Location 9' -0" Flat Ceiling Bencl,L below Sit 10!-31 X-8" 3 A4. Bars o'- LO CV 00 Film t7 4.1 M �0 C� O !,2) o' 04 N 04 N 00 N 6 C� O !,2) o' z 0 0 00 90 U z —0 0 U > 0 0.4 04 N 04 N N 6 c6 lr�- A 00 00 4 L6 4) ce) 0 0 iii Z < W 0- '-0 C-(Y) 4 CL U U 00 De C 0 - N 0 13 0, U 2) 0 06 16= r . 0 08 U 6, U 6 06 C-4 0 75 W (Y) C; 2 U C1 U o. Cn z 0 0 00 90 U z —0 0 U > 0 0.4 A2,02 Z 04 N 04 N N 6 c6 lr�- A A 4 L6 ca rn Z < W 3: W 5: LU W 1-- Z LU J < —Z W ru C/J ) Z U 0- W U U De Z C1- 0 A2,02 Z In UPPER LEVEL FLOOR PLAN SCALE: 1/4" = V-T PROPOSED SQUARE FOOTAGE f - - - - -- - - - - 4 \ / — — — — — — — — — — — — -- - — — — — — — — — — — — — — - — — — — — — — — — — — — — — — .-------------- - - - --v Line of exterior walls below. • 6 IIScott S. Tumipseed, AIA �) z P4 U W W 0-0 u > CN N N N N .900 W CY) CY) X 4) 4 C _ 0 Cl M to O C—Y) c6 00 0 CN uj 5: Lu Z uJ _j CIO W 10 z 0 Z fie CL Lu U D 4C D 4� 0 u 0 U CY) V cn 0) 00 04 CY) 7Z-) a U., CO iIi u 4) u a 0% u slow 0 V z P4 U W W 0-0 u > A2,03 UPPER LEVEL FLOOR PLAN M CN N N N N A 4 Lh Z � (L D 0- Lu uj 5: Lu Z uJ _j CIO W 10 z 0 Z fie CL Lu D CA U Z u 0 A2,03 UPPER LEVEL FLOOR PLAN M 3 A4.1 2 A4.1 1 A4.4 SHED ROOF Q DINING ROOM BELOW OVERHANG ABOVE. 1 A4.3 LINE OF SHED ROOF BELOW. SNOW CLIPS AS LINE OF SHED REQUIRED. ROOF BELOW. A4.1 4A4.1 COPPER GUTTER AND DOWNSPOUT ° AT MASTER CLOSET 8/12 8/12 BELOW d I I A4.2 SHE D_- STUDY _.- L J ° ° SNOW CLIPS AS 8/12 8 / 12 ( REQUIRED. o - - ° _- ° Ir -iI Ir,i L-jL IL J1 0 - I I II COPPER GUTTER AND DOWNSPOUT I rJl_p— J J I 1111�� SNOW CLIPS AS I I 8/12 REQUIRED4RIC LINE OF SHED ROOF BELOW. BELOWI I iI CO A4.4 fE 6 HEIGHT IDGE = 8313'; EXIST. GRADE = 8294'. PROPOSED GRADE = 8282' ROOF LEVEL FLOOR PLAN A2.4 SCALE: 1/4" = l' a' (13 NORTH 2' A4.3 SNOW CLIPS AS REQUIRED. COPPER GUTTER -1 AND DOWNSPOUT I' II II N N N N N N f f M 4%. C tO �- 1 A � W 8 /� u z v Q" co 0 RIDGE 5 HEIGHT: RIDGE = 8313', EXIST. GRADE = 8299', PROPOSED GRADE = lay N I N P^ 00 co j� 0 a il L �L 1 8/12 8/12 I�--1— _ - -- _�� - -- =— — -- — — I I I L— — — — — — — — — — — — — — — — — LINE OF SHED 7 ROOF BELOW. A4.3 (A4.3 0 W N g 0 a , 0 ff s W 3 A4.1 2 A4.3 N M ! TW V 1 E—+ W ' I� Scoit S. lurrlisstl, AIA O J W p A �Ua z F- zW O U M—� M—••� W a p �zy � a ti0 � a N N N N N N O M 4%. C �- X A � W p` � m ,_ _ O O� M y C O , 10 .— M co CL C N O L c O N o" a U cn CD co N W w Li 0 W M O Q U Z V Q. U O CL 01 s� � c o cy) O V H O J W p A �Ua z F- zW O U M—� M—••� W a p �zy � a ti0 � a C N N N N N N O M Ir�' �- O tM M 4 L6 m N oj W w W cn Z Q U Z Z W U z_ O CL H •— O C T.O. Upper Level Gyperete El. 111' -0" COVERED DECK — Q 2 � � A3.1 Railing Detail T.O. Main Level Gyperete (8296') El. 100'-0" T.O. Finished Patio /Deck El. 99' -6" T.O. Lower Level Slab (8282') El. 86' -a' - - NOOK 1 2 A4.1 A4.1 / I \ (3) 2655'0" Csmnt. 1 Typical Exterior Uaht Fbdure TOV Code compliant downlight fixture w/ full sheild. Final Color TBD EXTERIOR LIGHTING CUT SHEET NOT TO SCALE RE: BUILDING ELEVATIONS, SHEETS A3.1 -3.4 for all locations. 0 1 A4.4 4 A4.3 R11 Ini 2'6'k2'6" Fixed O\ O 0 O O COVERED ENTRY Window (2) 2'6'X5'0" Csmnt. RESIDENCE FRONT ELEVATION A3.1 SCALE: 1/4" = V -0" full 3 A4.3 (2) 3'0'k5'0" Csmnt. i 1 ------------ - - - - -j 4 T.O. Upper Level Gyperete El. 111' -0" 'I T.O. Main Level Gyperete j El. 100'-T (8296') i i { I i I � � T.O. Lower Level Slab El. 86-9' (8282') N 0 M W' Wi A H OA I Soolt S. Turnipseed, AIA �n##�irn;lc���vdic�i�trarl�r�` Q N N O 0M WE N A O M ri C moo oo A w z X -O M Z j 0 ro O W � M M C D_ -0 N c '— N 00 O G7 a fTl w Tn V1 w O o:) N Z C cn � U O 5. i 1 ------------ - - - - -j 4 T.O. Upper Level Gyperete El. 111' -0" 'I T.O. Main Level Gyperete j El. 100'-T (8296') i i { I i I � � T.O. Lower Level Slab El. 86-9' (8282') N 0 M W' Wi A H OA I Soolt S. Turnipseed, AIA �n##�irn;lc���vdic�i�trarl�r�` Q N N O N Q N A O M ri C moo oo A w z X -O M Z j 0 ro O W � M M C D_ -0 N c '— N 00 O G7 a fTl w Tn V1 w O o:) N Z C cn � U O 5. Q Z U CL Cie N M N U O W M O O 2 U H O o" Q ,d s c'� a a 4 U W) N N O N N A O M ri W U O A w z -O M Z W W v W A M N a© fTl w Tn V1 w W m p N Z A n d Q Z U CL Cie U z U W • N O H O a N N N N N N O M ri — �- -O M M 4 L6 M N Z QW °�- UJ L m p N Z n w Q Z U CL Cie U z U W • N O ` `ft swum Typical Stone Veneer 5" drystack stone Arkansas horizontal mossrock drystack T.O. Upper Level Gyperete El. 111' -0" BBQ AREA 4 FIREPIT PATIO T.O. Main Level Gyperete (8296') El. 100'-0" T.O. Finished Patio /Deck El. 99' -6 V CRAWLSPACE M Typical Deck Railing Rough sawn Cedar newels, & pickets, final style TBD. Stain Color TBD T.O. Lower Level Slab (8282') El. 86' -0" Line of ceiling in Greatroom 3 12 0 12 8[7 0 Window (2) 621K70" Fixed Custom fixed ab, a D 2 1 2� A4.1 A4.2 A4.2 4 A4.3 12 Q8 r- 1111111911 0 I WONNINE mom Railing Detail ELEVATION RESIDENCE SIDE SCALE: 114'= s DGD Di Awl ft%. �L COV'D ENTRY Garage Man Door \ Window \ 4'4'k5'0" Fi ed & \ 4 4'k2'0" A ove. X8" CFneD DncT CEI 2X4 QGF TO B ?X4 ( BOT )NE ( iFAC ? CEI DE C STRL )NE FLAS 2X6 F Typical Cedar Siding Rough Sawn Cedar Vertical, 1 x8's & 1 x 10's Typical Main Roofing Asphalt Shingle Roof, Grand Manor by Certainteed Color = Weathered Wood lcal Fascia, Soffit, Rafters & Lookouts All Rough Sawn Cedar, or D. Fir pieces: 2x4, 2x8 & 3x8 Stain Color TBD T.O. Upper Level Gyperete i o — Typical Aluminum Windows I Sierra Pacific Aluminum Clad I i Wood windows, typ. Color = Bronze I I Typical Cedar Siding Rough Sawn Cedar Horizontal, ix 10 Lap I Stain Color TBD Typical Accent Roofing Cor -ten or equivalent Metal roof at noted locations Typical Stone Veneer �— 5" drystack stone Arkansas horizontal mossrock drystack 4 El. 111' -0" T.O. Main Level Gyperete El. 100' -0" (8296) T.O. Lower Level Slab mftft EL 86' -0" (8282') 1 �•.. 'err mom ftft• 1e M coto � A 1' a M 1' C V' l�� l h� H MM� w Scott S. Turnipseed, AIA I c' 13ifsk" �' L�iI ;J(�3' =iS�tA1f.�{(NI�iT1#;i��Y? N N N 09 a N CV O M r�l 0 11 CO 00 1 1 CV No 61 X •O t1gli'LE v� O m a C! N 11M 0- M C '— CV CO O Cj r- 1111111911 0 I WONNINE mom Railing Detail ELEVATION RESIDENCE SIDE SCALE: 114'= s DGD Di Awl ft%. �L COV'D ENTRY Garage Man Door \ Window \ 4'4'k5'0" Fi ed & \ 4 4'k2'0" A ove. X8" CFneD DncT CEI 2X4 QGF TO B ?X4 ( BOT )NE ( iFAC ? CEI DE C STRL )NE FLAS 2X6 F Typical Cedar Siding Rough Sawn Cedar Vertical, 1 x8's & 1 x 10's Typical Main Roofing Asphalt Shingle Roof, Grand Manor by Certainteed Color = Weathered Wood lcal Fascia, Soffit, Rafters & Lookouts All Rough Sawn Cedar, or D. Fir pieces: 2x4, 2x8 & 3x8 Stain Color TBD T.O. Upper Level Gyperete i o — Typical Aluminum Windows I Sierra Pacific Aluminum Clad I i Wood windows, typ. Color = Bronze I I Typical Cedar Siding Rough Sawn Cedar Horizontal, ix 10 Lap I Stain Color TBD Typical Accent Roofing Cor -ten or equivalent Metal roof at noted locations Typical Stone Veneer �— 5" drystack stone Arkansas horizontal mossrock drystack 4 El. 111' -0" T.O. Main Level Gyperete El. 100' -0" (8296) T.O. Lower Level Slab mftft EL 86' -0" (8282') 1 �•.. 'err mom ftft• 1e M coto � A 1' a M 1' C V' l�� l h� H MM� w Scott S. Turnipseed, AIA I c' 13ifsk" �' L�iI ;J(�3' =iS�tA1f.�{(NI�iT1#;i��Y? f Z 1 Ao W oA W00 t ZW W F—i W W O � w �o I � a N N N N a N CV O M r�l C CO 00 r- CV CV 61 X •O CM v� O m a C! N C 0- M C '— CV CO O Cj Z Q a O dS N Z c N �(Oj° Q W 0 Q z L1. V N N 00 U w M O V± t U Q s � Ron O V f Z 1 Ao W oA W00 t ZW W F—i W W O � w �o I � a N N N N N CV O M r�l 6 r- CV CV — •O CM v� 4 6 N Z Q a w U N Z Q W Z J Q z L1. U CL W U Z U H - O tud'-ue- 1 1-1. uu -v I-------------- - - - - -- I I I :]RESIDENCE BACK ELEVATION A3.3 SCALE: 1/4!'= F-9' H. b6'-U" (uuz) O Scott S. Turnipseed, AIA A393 BUILDING ELEVATIONS I N N z 0 N N � 6 f\ 0) 00 CC) 04 — m CY) 00 z 0 w 0 01, C') ch 6 0 a: CY) NO 00 04 CL r. F, — co , Cl) U :E S.- C), 06 0 g � c 0 � U C! w Z w m U u u CL CL N 00 C'q CV) 0 7F) 0 Lu CZ; U •u M t) mom 0 u W) A393 BUILDING ELEVATIONS I N N z 0 N N � 6 f\ U 0 04 — 00 z w 0 ch 6 U rx 6 F� E•-•1 w a 0 U V) Z I CL > Ca W V) r 0 Z D tA -j < D a. w U z w Z w m U < 9 u- u CL CL 0 A393 BUILDING ELEVATIONS I N N N N N � 6 f\ 04 — ch 6 4 6 D V) Z I CL 3: uJ >— L.Li Ca W V) r 0 Z D tA -j < D a. w U z w Z w m U < 9 u- u CL CL 0 A393 BUILDING ELEVATIONS I C, T.O. Main Level Gyp (8296') El. ' T.O. Lower Levi (8282-) El. L RESIDENCE SIDE ELEVATION A A SCALE: 114'= V-T 0 Scott S. Turnipseed, AIA A3,04 BUILDING ELEVATIONS Z O -0.0 C 0 N W) 6 114 4) m In X W 00 N 0 0 cc 0- 6 O m so o6 C14 F-1 H c*4 0 O00 u a) 4 -- 70 C3 " 06 r D CA 0 0 8 CO Q4 0 z c 0 0 u 6 -5 c6 c*4 4) :t-- uj co C3 u CL U0 01. Q- mom 0 V A3,04 BUILDING ELEVATIONS Z O 0 N W) 6 z W W 00 N rT) U 6 00.1 0-4 F-1 H w a V) D CA Z < CL uJ U z > CO Q4 0 z ru o Z cx CL Lu ae CL 0 O A3,04 BUILDING ELEVATIONS 0 N 6 6 r� N cq 6 4 6 co M V) D CA Z < CL uJ U z 3: ui oe Z Lu CO Q4 0 z ru o Z cx CL Lu ae CL 0 A3,04 BUILDING ELEVATIONS WALL PLATE @ GREATROOM o o Pre -Fab Roof Trusses Re- claimed Beams s rn Structural Detail -a 4 3 ° o Kitchen 52.6 c _ 1 v �• 4x12 Rafters 3 F- 12 8x10 Beam ' (3) M.L. Bea ' W 18x35 Steel Beam 8x10 Lookout ` NO 11' -0" Drop Ceiling 2 - 8x8 Brace t rn a a� Driveway 0 3Car Garage 0 0 Pre -Fab Roof Trusses — Overframing 3ms / / / / \1 \ Steel J 4' S" Overframing _ STONE CHIMNEY CAP Ah 12 Shower Toilet 14" M.L. Rafters W l 6x31 Steel Beam Bath #4 WALL PLATE @ GREA M Structural Detai V, a �N% Structural Detai Q N N is Fireplace Spec 2 N Q N N O Greal t.� oom Shower Toilet 14" M.L. Rafters W l 6x31 Steel Beam Bath #4 WALL PLATE @ GREA M Structural Detai V, a �N% Structural Detai Q N N N N Q N N O M t.� C '- X 4 Q � an a M vi COwM mot' � CL co '— O C N O 70 p L �X W C °u '/ \ w w Ca N 0 o0 M a U U Z d O w O • UU Q Q` Q s � 0 U V) ■ z 0 M ,�/ rW V p W pAq 1 a WZW Ix 00 W90 W A4 A O H W W O U � a w F'+ O a Z N N N N N N O M t.� '- 6 cM mot' 6 co O Z n' w w Ca N Z ai a U U Z Z W Q Z U °- oe °- O Z 1 WALL PLATE Q NOOK Stone Deck T.O. MAIN LEVEL GYPCRETE (8296') — ---------400!-0' T.O. FINISH DECK /PATIO 99' -6" 0 Sun Deck M 14 M.L. Rafters 5 6x12 Joists ' ' 11 MIT _ II W 12 x 22 Steel Beam W 24 x 5� Steel Pre -Fab Roof Trusses en Pantry :/ 7 S2.2 Structural Detail I 4x12 Rafters .-T- 8x12 Beams T. P. MAIN LEVEL GYPCRETE #,-Cr (8296') T.O. LOWER LEVEL SLAB T.O. ENTRY FINISH 91' -0" T.O. LOWER LEVEL SLAB 86' -0" (8282') 2.5" ROUND VENT EA. RAFTER BAY 2X10 SUB - FASCIA 1 X6 T &G SORT 3 BUILDING DETAIL A4.2 SCALE: I"= Y -0" M i 6 -71M M11p0% 0 ��l Scott S. 'lurnipseec, AIR Q N N N N Q O M n C 00 �- � 41 rMi o m , m o M V! ..+. C O - , z . '— r- 00 CO C N O a w 0 Z � cn O opp�S Q Z iL C (� O co 5 6x12 Joists ' ' 11 MIT _ II W 12 x 22 Steel Beam W 24 x 5� Steel Pre -Fab Roof Trusses en Pantry :/ 7 S2.2 Structural Detail I 4x12 Rafters .-T- 8x12 Beams T. P. MAIN LEVEL GYPCRETE #,-Cr (8296') T.O. LOWER LEVEL SLAB T.O. ENTRY FINISH 91' -0" T.O. LOWER LEVEL SLAB 86' -0" (8282') 2.5" ROUND VENT EA. RAFTER BAY 2X10 SUB - FASCIA 1 X6 T &G SORT 3 BUILDING DETAIL A4.2 SCALE: I"= Y -0" M i 6 -71M M11p0% 0 ��l Scott S. 'lurnipseec, AIR N 1 M 1 W H ^W F� I� z O w Q� W oA U N W Z W W v Z Q O � H w a o � a w O a Q N N N N Q O M n C 00 �- � 41 rMi o m o a m o M V! ..+. C O - r_ 'M°M V) . '— r- 00 CO C N O a w 0 Z � cn O opp�S Q Z iL C (� O co V N _N 00 M U O w O • H .? a f2 v 01, � = i M yo v �- } O V H N 1 M 1 W H ^W F� I� z O w Q� W oA U N W Z W W v Z Q O � H w a o � a w O a A4.2 BUILDING SECTIONS I< N N N N N N O M n N �- � m V) Q w oe 0 w 0 Z r-- W Z w , Q Z iL U to a. W U Z a- N _ U A4.2 BUILDING SECTIONS I< 8x12 Beam Pre -Fab Roof Trusses Girder Location 4x12 Rafters 8x10 Beam 8x10 Lookout Overframing Pre -Fab Roof Trusses 14" M.L. Rafters W 16x31 Steel Beam RivnismAlshom= Q a �?I Crawlspace EO T.O. MAIN LEVEL GYPCRETE - s. LL Jp � • � -. - � � �... _. - . .: S,..x..;F _ .,�_. ,.7r w Drop Ceiling Q w ww w.r. ii1 T.O. MAIN LEVEL GYPCRETE 100' -0" (8296') T.O. LOWER LEVEL SLAB 86' -0" (8282') Pre -Fab Roof Trusses I Pre -Fab Roof Trusses -'I II ,, Ir (3) M.L. Bedr6om #1 E Scott S. lurnipseeo, AIA t�r��r[;I€�,r�tn�sti;�ilir?d�rc�r C C N N z O N 0 a N A O M -� C �QQ7 r- N N H C� X a z O m � zW O A Vi COM � %OM 00 H � '— N 00 O O Ci _ U 4- 5 �a c�=° O U M V N N 00 CN � C13 Ce Z w Q o• U Z Z w U Z U Oe- o- ix .N p O �- e--- T 0 U 4416 C C N N z O N N A O M W V U r- N N r— a z W W U � zW O A a4 A � N z � a H � w w a w o w �a �w to H Z �W a- � C13 Ce Z O a H C C N N N N N N O M ri r- N N r— a M M 4 6 CO to Z �W a- � C13 Ce Z H U Z Z w U Z U Oe- o- ix .N p C C 4x12 Rafters 8x10 Look 8x8 Brace 14" M.L. Rafters / W1 6x3l Steel Beam 2' `o 0 0 0o Bed room #5 Bath #5 W 10 x 33 Steel Beam 12 S2.5 W 16 x 31 Steel Beam 4x12 Rafters 12 3 F-:' 8x12 Beams ASPHALT SHINGLE ROOFING OVER ICE AND WATER 2.5" ROUND VENT EA. RAFTER BAY T.O. UPPER LEVEL GYPCRETE 1111-91 (8307 ) 2 S2.2 ASPHALT SHINGLE ROOFING OVER ICE AND WATER SHIELD ON %8' PLYWD. SHEATHING FLAT BOTTOM TRUSS, RE: STRUCTURAL FASCIA: 2X4 OVER '-2X10 SUB-FASCIA 2x10 RAFTER TAIL SCAB 1 X6 T &G SOFIT ASPHALT SHINGLE ROOFING OVER ICE AND WATER SHIELD ON V' PLYWD. SHEATHING PAR CHORD TRUSS, RE: STRUCTURAL FASCIA: 2X4 OVER 2X8 R.S. CEDAR I 2' -6' BACKER ROD & SEALANT 3X10 R.S CEDAR TRIM 2.5" ROUND VENT EA. / \' 12 RAFTER BAY \a 8 I 2X10 SUB - FASCIA 2x10 RAFTER TAIL SCAB 1 X6 T &G SORT :3 BUILDING DETAIL 4 BUILDING DETAIL 5 BUILDING DETAIL A4.4 SCALE: 1" = l' -0" A4.4 SCALE: 1" = 1' -0" A4.4 SCALE: 1 " = l' -0" 2.5" ROUND VENT EA. RAFTER BAY 3 I. ASPHALT SHINGLE ROOFING OVER ICE AND WATER OWN -IN BLANKETS =RAMING, RE: STRUCTURAL JB FASCIA OUTLOOKER 3RACE CROSS BEAM OUTLOOKER OUTLOOKER Scott S lurnipsen, AIA I etc; ip�, t�nasrt, I�: ,z;s.slr��s�sxtilnG�iK?���;+t�� H W a A a N -� N CV — M N O N M N M N 4 Z 0 Oct i m Q � W C) V X I cn j m M j h �a.�M 0 — o0 CL Z W co C) C A C N O a �0 9 5 fit~ w C °u v U M w 0 � N ai 5 ai N cl __j � O w O • .F No Q J 0. s Nt � a Z •r- Ce F- w Z H V LL 0 a H w w H W a A a N -� N CV — M N O N M N M N 4 Z 0 m Q � W C) I cn u W Z W W o0 Z W P4 W C A w u �0 9 fit~ w wo a v rTl w 0 Z __j � � � d J U � a Z �O Ce F- w Z H LL 0 a N w w r� U U 1 M Z i ._ 0 H W a A a N -� N CV — M N O N M N M N 4 N r�' - 6 m cn Z W w Co N Q Q_ w 0 Z __j � J U Q Z Ce F- w Z D. LL w w U U Z H ._ 0 I< aPOWER VENT ELEC SERVICE CALC Is LOWER LEVEL ELEC PLAN ry E2.0 SCALE: 114'= 1'-0" NORTH ABOVE. i 3 WAY TO FOYER ABOVE. Q] 2 TUBE FLUORESCENT WITH DIFFUSER ® GARAGE DOOR RECr�PTACLE ELECTRICAL NOTES: i O FLOOR OUTLET 1. ELECTRICIAN TO MEET WITH OWNERS ON SITE TO VERIFY ALL LIGHT FIXTURE 4 TUBE FLUORESCENT WITH DIFFUSER SELECTIONS, LOCATIONS, AND MOUNTING HEIGHTS. DATA OUTLET- 2. SOUND SYSTEM SPEAKER LOCATIONS, INTERCOM, AND ALARM SYSTEM LOCATIONS O HALOGEN j H TELEPHONE OUTLET TO BE DETERMINED BY OWNERS WITH SYSTEM CONSULTANT SUBCONTRACTORS. ® LOW VOLTAGE, (STRIP C@ KITCHEN, I 3. SMOKE DETECTORS SHOULD BE PROVIDED IN EACH SLEEPING ROOM, IN THE (�} TELEPHONE FLOOR OUTLET CORRIDOR LEADING TO THE SLEEPING ROOMS, AND ON EVERY LEVEL OF THE PUCS Q BOOKSHELVES) HOME. SMOKE DETECTORS SHOULD RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE CONNECTED SUCH THAT ACTIVATION OF ANY DETECTOR T•v� — TELEVISION OUTLET SHOULD SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS. SECTION 310.9.1, UBC. CEILING FAN 4. HABITABLE ROOMS SHOULD BE PROVIDED WITH RECEPTACLE OUTLETS ON WALLS ® CEILING SPEAKER GREATER THAN TWO FEET IN LENGTH, NO MORE THAN 6 FEET FROM EACH __A DOORWAY OR OPENING AND LOCATED SUCH THAT NO SPACE ALONG ANY WALL _- - - -- OR FIXED COUNTER IS MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN 17L I FAN /LIGHT COMBO SEC SECURITY PAD OUTLET. HALLWAYS MORE THAN 10 FEET IN LENGTH SHOULD BE PROVIDED WITH AT LEAST ONE RECEPTACLE OUTLET. THERE SHOULD BE A RECEPTACLE OUTLET PROVIDED ADJACENT TO EACH BASIN IN BATHROOMS. NEC ARTICLE 210 -52. �B JUNCTION BOX so SMOKE DETECTOR 5. THE COUNTERS IN THE KITCHEN AND DINING AREA SHOULD BE PROVIDED WITH CB CLOCK BOX CONVENIENCE OUTLETS SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE OUTLET AS REQUIRED BY NEC ARTICLE 210 -52. n n n n STRIP LIGHTING ISLAND AND PENINSULA COUNTER TOPS SHOULD BE PROVIDED WITH CONVENIENCE OULETS PER NEC ARTICLE 210 -52. 6. RECEPTACLES WITHIN 6 FEET OF WET BAR SINKS, AT COUNTER TOP IN THE KITCHEN, IN BATHROOMS, IN THE GARAGE, AND OUTSIDE SHOULD HAVE GROUND FAULT CIRCUIT INTERRUPTION PROTECTION FOR PERSONNEL PER NEC ARTICLES 210-8,680-41 AND 680 -70. GFCI PROTECTION IS ALSO REQUIRED FOR THE ELECTRICAL EQUIPMENT IN HYDROMASSAGE OR WHIRLPOOL -TYPE TUBS. 7. IF BUILDING REINFORCING STEEL IS TO BE USED AS AN ELECTRICAL GROUND, IT SHOULD BE INSPECTED BY THE ELECTRICAL INSPECTOR PRIOR TO PLACING CONCRETE. 8. AN ELECTRICAL LIGHTING OUTLET SHOULD BE PROVIDED IN ALL ATTICS AND CRAWL SPACES REQUIRING ACCESS FOR SERVICING OF EQUIPMENT. THE CONTROL SWITCH SHOULD BE LOCATED BY THE POINT OF ACCESS AND A DUPLEX GFCI- PROTECTED ELECTRICAL SERVICE RECEPTACLE SHOULD BE PROVIDED AT OR NEAR THE EQUIPMENT. ARTICLES 210-63 AND 210 -70C, NEC AND SECTION 319.6 AND 320.1.5, UMC. s H <A'1 Electrical Service Calculation Lighting Demand Load Line Neutral Square Footage 5462 16386 16386 Small Appliance 2 1500 3000 3000 Laundry Circuit 2 1500 3000 3000 Total Load 22386 22386 First 3000w Q 100% 3000 3000 Next 3001 to 120000 Q 35% 6785 6785.1 Remainder Q 25% 0 0 Total Lighting Demand - - -> 9785 9785.1 A/C and Heat Demand Air Conditioning Load 240V Qua KVA Total 3hp 2.5 ton 00 0 0 Air Conditioning Total 0 Electric Heat Load 240V 0 0 0 0 0 0 Electric Heat Total 0 Electric Heat Larger Total Heat vs. Air Conditioning => 0 Omit air conditioning Appliance Fastened in Place Voltage Qua Watts Line Neutral Dishwasher 120 1 1600 16001600 Disposal 120 1 1200 1200 1200 Refrigerator 120 1 1500 1500 1500 Under Cabinet Refrig 120 1 1000 1000 1000 Whirlpool Tub 120 1 1900 1900 1900 Hot Tub 240 1 5000 50000 Boiler Pump 120 3 200 600 600 Insta Hot 120 1 600 600 600 Microwave 120 1 800 800 800 compactor 120 1 1200 12001200 Range Hood 120 1 800 800 800 audio visual equipment 120 1 700 700 700 washer 120 1 1500 1500 1500 as dryer 120 1 1500 1500 1500 _J__ -$00 800 800 SteamlInit - --------240- 1 6000 60000 - - Exhaust- -Faris-- ___.___._____ 2Q 8 200 1600 1600 Heat Tape 2411 ¢ 2000 12000 0 I Line Neutral Total Appliance (75% fo� or more) 40300 17300 30225 12975 Elec.Clothes Dryer (51(w minl 0 5000 Demand Factor % (22 '!1 0% 0 0 Electric Cooking Equippmen Demand Factor Kw (2 19) 9.1 9100 6370 Largest Motor * 25% volts ditts 240 4500 1125 0 Total Demand line i i 50235 Total Demand Neutral 24130 Line Amperage Demand i 209 Neutral Amperage ; 121 220-22 First 200 at 100% Remainder at 70%11 I 0 21 Neutral Amperage Demanb i 121 System Voltage H,L 12�Q 120 Service Size =_its > 225 Conductor Type AL or AL Wire Size per 310 -16 not 250 AL XHHW Service lateral length in ti 200 Resistance per ft. in ohm =!_ 21.2 Percentage of voltage and i 3 Wire Size per voltage drgpj 4/0 AL XHHW Wire size 250 AL Xf H�-; Conduit size 2 1/2 I I 1t� t i I W.1. c. #2 - 71 j..:i..C. #� 4 iI I II N <A'1 Bledroo I is I I I T.V. lo ( C I Ii I at #21— 0 � A N 1 0 M 1 TWA'. V1 ^W^� h4'' F--�i .M. ��! Scott S. Turnipseed, AIA ;�fl��crIrur,�rt� �stiorca ELECTRICAL LEGS N N N I RECESS CAN DOWNLIGHT VENT /FAN ® > RECESS WALLWASHER ♦ C CID 00 CV 6 4) SWITCH CY) X L3 LITHONIAN L3 WATER PROOF N O 4 O m WP SHOWER LIGHT 3 THREE WAY SWITCH CHANDELIER d SWITCH WITH DIMMER '- N 00 O SURFACE MOUNT (OR HANGING) THREE WAY SWITCH CD Z3 0, „- 06 W/ DIMMER '" N O U WALL MOUNT TYPICAL OUTLET N © WALL MOUNT SCONCE (AFF VERIFY IN FIELD, GROUND FAULT INTERCEPT O W UNLESS NOTED OTHERWISE) H U U I.! WEATHER -PROOF OUTLET M Wit' Cl MONO POINT ACCENT LIGHTS GF1 O SURFACE BULB 40.X= SWITCHED OUTLET FLUORESCENT TUBE OR UNDER CABINET 3@-= 220 VOLT OUTLET ABOVE. i 3 WAY TO FOYER ABOVE. Q] 2 TUBE FLUORESCENT WITH DIFFUSER ® GARAGE DOOR RECr�PTACLE ELECTRICAL NOTES: i O FLOOR OUTLET 1. ELECTRICIAN TO MEET WITH OWNERS ON SITE TO VERIFY ALL LIGHT FIXTURE 4 TUBE FLUORESCENT WITH DIFFUSER SELECTIONS, LOCATIONS, AND MOUNTING HEIGHTS. DATA OUTLET- 2. SOUND SYSTEM SPEAKER LOCATIONS, INTERCOM, AND ALARM SYSTEM LOCATIONS O HALOGEN j H TELEPHONE OUTLET TO BE DETERMINED BY OWNERS WITH SYSTEM CONSULTANT SUBCONTRACTORS. ® LOW VOLTAGE, (STRIP C@ KITCHEN, I 3. SMOKE DETECTORS SHOULD BE PROVIDED IN EACH SLEEPING ROOM, IN THE (�} TELEPHONE FLOOR OUTLET CORRIDOR LEADING TO THE SLEEPING ROOMS, AND ON EVERY LEVEL OF THE PUCS Q BOOKSHELVES) HOME. SMOKE DETECTORS SHOULD RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE CONNECTED SUCH THAT ACTIVATION OF ANY DETECTOR T•v� — TELEVISION OUTLET SHOULD SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS. SECTION 310.9.1, UBC. CEILING FAN 4. HABITABLE ROOMS SHOULD BE PROVIDED WITH RECEPTACLE OUTLETS ON WALLS ® CEILING SPEAKER GREATER THAN TWO FEET IN LENGTH, NO MORE THAN 6 FEET FROM EACH __A DOORWAY OR OPENING AND LOCATED SUCH THAT NO SPACE ALONG ANY WALL _- - - -- OR FIXED COUNTER IS MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN 17L I FAN /LIGHT COMBO SEC SECURITY PAD OUTLET. HALLWAYS MORE THAN 10 FEET IN LENGTH SHOULD BE PROVIDED WITH AT LEAST ONE RECEPTACLE OUTLET. THERE SHOULD BE A RECEPTACLE OUTLET PROVIDED ADJACENT TO EACH BASIN IN BATHROOMS. NEC ARTICLE 210 -52. �B JUNCTION BOX so SMOKE DETECTOR 5. THE COUNTERS IN THE KITCHEN AND DINING AREA SHOULD BE PROVIDED WITH CB CLOCK BOX CONVENIENCE OUTLETS SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE OUTLET AS REQUIRED BY NEC ARTICLE 210 -52. n n n n STRIP LIGHTING ISLAND AND PENINSULA COUNTER TOPS SHOULD BE PROVIDED WITH CONVENIENCE OULETS PER NEC ARTICLE 210 -52. 6. RECEPTACLES WITHIN 6 FEET OF WET BAR SINKS, AT COUNTER TOP IN THE KITCHEN, IN BATHROOMS, IN THE GARAGE, AND OUTSIDE SHOULD HAVE GROUND FAULT CIRCUIT INTERRUPTION PROTECTION FOR PERSONNEL PER NEC ARTICLES 210-8,680-41 AND 680 -70. GFCI PROTECTION IS ALSO REQUIRED FOR THE ELECTRICAL EQUIPMENT IN HYDROMASSAGE OR WHIRLPOOL -TYPE TUBS. 7. IF BUILDING REINFORCING STEEL IS TO BE USED AS AN ELECTRICAL GROUND, IT SHOULD BE INSPECTED BY THE ELECTRICAL INSPECTOR PRIOR TO PLACING CONCRETE. 8. AN ELECTRICAL LIGHTING OUTLET SHOULD BE PROVIDED IN ALL ATTICS AND CRAWL SPACES REQUIRING ACCESS FOR SERVICING OF EQUIPMENT. THE CONTROL SWITCH SHOULD BE LOCATED BY THE POINT OF ACCESS AND A DUPLEX GFCI- PROTECTED ELECTRICAL SERVICE RECEPTACLE SHOULD BE PROVIDED AT OR NEAR THE EQUIPMENT. ARTICLES 210-63 AND 210 -70C, NEC AND SECTION 319.6 AND 320.1.5, UMC. s H <A'1 Electrical Service Calculation Lighting Demand Load Line Neutral Square Footage 5462 16386 16386 Small Appliance 2 1500 3000 3000 Laundry Circuit 2 1500 3000 3000 Total Load 22386 22386 First 3000w Q 100% 3000 3000 Next 3001 to 120000 Q 35% 6785 6785.1 Remainder Q 25% 0 0 Total Lighting Demand - - -> 9785 9785.1 A/C and Heat Demand Air Conditioning Load 240V Qua KVA Total 3hp 2.5 ton 00 0 0 Air Conditioning Total 0 Electric Heat Load 240V 0 0 0 0 0 0 Electric Heat Total 0 Electric Heat Larger Total Heat vs. Air Conditioning => 0 Omit air conditioning Appliance Fastened in Place Voltage Qua Watts Line Neutral Dishwasher 120 1 1600 16001600 Disposal 120 1 1200 1200 1200 Refrigerator 120 1 1500 1500 1500 Under Cabinet Refrig 120 1 1000 1000 1000 Whirlpool Tub 120 1 1900 1900 1900 Hot Tub 240 1 5000 50000 Boiler Pump 120 3 200 600 600 Insta Hot 120 1 600 600 600 Microwave 120 1 800 800 800 compactor 120 1 1200 12001200 Range Hood 120 1 800 800 800 audio visual equipment 120 1 700 700 700 washer 120 1 1500 1500 1500 as dryer 120 1 1500 1500 1500 _J__ -$00 800 800 SteamlInit - --------240- 1 6000 60000 - - Exhaust- -Faris-- ___.___._____ 2Q 8 200 1600 1600 Heat Tape 2411 ¢ 2000 12000 0 I Line Neutral Total Appliance (75% fo� or more) 40300 17300 30225 12975 Elec.Clothes Dryer (51(w minl 0 5000 Demand Factor % (22 '!1 0% 0 0 Electric Cooking Equippmen Demand Factor Kw (2 19) 9.1 9100 6370 Largest Motor * 25% volts ditts 240 4500 1125 0 Total Demand line i i 50235 Total Demand Neutral 24130 Line Amperage Demand i 209 Neutral Amperage ; 121 220-22 First 200 at 100% Remainder at 70%11 I 0 21 Neutral Amperage Demanb i 121 System Voltage H,L 12�Q 120 Service Size =_its > 225 Conductor Type AL or AL Wire Size per 310 -16 not 250 AL XHHW Service lateral length in ti 200 Resistance per ft. in ohm =!_ 21.2 Percentage of voltage and i 3 Wire Size per voltage drgpj 4/0 AL XHHW Wire size 250 AL Xf H�-; Conduit size 2 1/2 I I 1t� t i I W.1. c. #2 - 71 j..:i..C. #� 4 iI I II N <A'1 Bledroo I is I I I T.V. lo ( C I Ii I at #21— 0 � A N 1 0 M 1 TWA'. V1 ^W^� h4'' F--�i .M. ��! Scott S. Turnipseed, AIA ;�fl��crIrur,�rt� �stiorca Z O H MGM W c) A r—1 U Z il4 00 W 4 Z IT-) P4 zW 2 U t�l a � H h � ems+ •--i a N1 N N N N Q ♦ C CID 00 CV 6 4) 40 CY) X �- N O 4 O m o 0'` tIf .4. c�' C '- N 00 O CO = U CD Z3 0, „- 06 y C '" N O U 0 V N N ch 00 M O W O H U U I.! t M Wit' � � 0 LZ O U < —' U Z O H MGM W c) A r—1 U Z il4 00 W 4 Z IT-) P4 zW 2 U t�l a � H h � ems+ •--i a N1 E2,00 N N N N N CV 6 t'7 1�1 �- N N - c6 c6 4 6 ca N Z I.! Q W � � 0 LZ < —' U Q 0 Z 0� W Z a- 0 LU J u' W U U 0 O E2,00 FOYER LEVEL ELEC. PLAN A2.0 SCALE: 1/4" = l' -0" ELECTRICAL LEGEND: NORTH ® RECESS CAN DOWNLIGHT N O O� 2 TUBE FLUORESCENT WITH DIFFUSER ® GARAGE DOOR RECEPTACLE Q � 6 VENT /FAN W O (� FLOOR OUTLET ®� RECESS WALLWASHER 4a M _ 4 TUBE FLUORESCENT WITH DIFFUSER Q% O m � SWITCH H N DATA OUTLET �s LITHONIAN L3 WATER PROOF �3 H O HALOGEN N TELEPHONE OUTLET wP SHOWER LIGHT N THREE WAY SWITCH a N o Z Ce a- W cn CHANDELIER ' d SWITCH WITH DIMMER ® LOW VOLTAGE, (STRIP @ KITCHEN, PUCS @ BOOKSHELVES) TELEPHONE FLOOR OUTLET D U v� H 00 M y SURFACE MOUNT (OR HANGING) t THREE WAY SWITCH • T.V. }— TELEVISION OUTLET O- U p. Q W/ DIMMER s � WALL MOUNT TYPICAL OUTLET CEILING FAN CEILING SPEAKER � © WALL MOUNT SCONCE (AFF VERIFY IN FIELD, Fi GROUND FAULT INTERCEPT V UNLESS NOTED OTHERWISE) FAN /LIGHT COMBO SEC SECURITY PAD D P WEATHER -PROOF OUTLET MONO POINT ACCENT LIGHTS GA JB JUNCTION BOX SMOKE DETECTOR O SURFACE BULB � SWITCHED OUTLET cB CLOCK BOX FLUORESCENT TUBE OR UNDER CABINET 3& 220 VOLT OUTLET no STRIP LIGHTING 3 WAY TO LANDING BELOW. r. l ;1111 owerll Cov'd Entry ELECTRICAL NOTES: 1. ELECTRICIAN TO MEET WITH OWNERS ON SITE TO VERIFY ALL LIGHT FIXTURE SELECTIONS, LOCATIONS, AND MOUNTING HEIGHTS. 2. SOUND SYSTEM SPEAKER LOCATIONS, INTERCOM, AND ALARM SYSTEM LOCATIONS TO BE DETERMINED BY OWNERS WITH SYSTEM CONSULTANT SUBCONTRACTORS. 3. SMOKE DETECTORS SHOULD BE PROVIDED IN EACH SLEEPING ROOM, IN THE CORRIDOR LEADING TO THE SLEEPING ROOMS, AND ON EVERY LEVEL OF THE HOME. SMOKE DETECTORS SHOULD RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE CONNECTED SUCH THAT ACTIVATION OF ANY DETECTOR SHOULD SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS. SECTION 310.9.1, UBC. 4. HABITABLE ROOMS SHOULD BE PROVIDED WITH RECEPTACLE OUTLETS ON WALLS GREATER THAN TWO FEET IN LENGTH, NO MORE THAN 6 FEET FROM EACH DOORWAY OR OPENING AND LOCATED SUCH THAT NO SPACE ALONG ANY WALL OR FIXED COUNTER IS MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN OUTLET. HALLWAYS MORE THAN 10 FEET IN LENGTH SHOULD BE PROVIDED WITH AT LEAST ONE RECEPTACLE OUTLET. THERE SHOULD BE A RECEPTACLE OUTLET PROVIDED ADJACENT TO EACH BASIN IN BATHROOMS. NEC ARTICLE 210 -52. 5. THE COUNTERS IN THE KITCHEN AND DINING AREA SHOULD BE PROVIDED WITH CONVENIENCE OUTLETS SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE OUTLET AS REQUIRED BY NEC ARTICLE 210 -52. ISLAND AND PENINSULA COUNTER TOPS SHOULD BE PROVIDED WITH CONVENIENCE OULETS PER NEC ARTICLE 210 -52. 6. RECEPTACLES WITHIN 6 FEET OF WET BAR SINKS, AT COUNTER TOP IN THE KITCHEN, IN BATHROOMS, IN THE GARAGE, AND OUTSIDE SHOULD HAVE GROUND FAULT CIRCUIT INTERRUPTION PROTECTION FOR PERSONNEL PER NEC ARTICLES 210-8,680-41 AND 680 -70. GFCI PROTECTION IS ALSO REQUIRED FOR THE ELECTRICAL EQUIPMENT IN HYDROMASSAGE OR WHIRLPOOL -TYPE TUBS. 7. IF BUILDING REINFORCING STEEL IS TO BE USED AS AN ELECTRICAL GROUND, IT SHOULD BE INSPECTED BY THE ELECTRICAL INSPECTOR PRIOR TO PLACING CONCRETE. 8. AN ELECTRICAL LIGHTING OUTLET SHOULD BE PROVIDED IN ALL ATTICS AND CRAWL SPACES REQUIRING ACCESS FOR SERVICING OF EQUIPMENT. THE CONTROL SWITCH SHOULD BE LOCATED BY THE POINT OF ACCESS AND A DUPLEX GFCI- PROTECTED ELECTRICAL SERVICE RECEPTACLE SHOULD BE PROVIDED AT OR NEAR THE EQUIPMENT. ARTICLES 210-63 AND 210 -70C, NEC AND SECTION 319.6 AND 320.1.5, UMC. r-,0' 'ps-q; J m H W H W a L7 A Scott S. Tur€lipseed, A(A • FOYER LEVEL ELEC. PLAN N N O N Q Q � 6 MO W O A W 4a M -O 00 Q% O m Cl H r- CL r-- -0_ H '— 00 C5 N O a N o Z Ce a- W cn o 0 SUM w D U v� H 00 M y p w C5 • .F O- U p. Q s � NIP- O V • FOYER LEVEL ELEC. PLAN N N O N Q � 6 Imo. W O A W W -O 00 M 4 t6 H W a O Z W U W L Z w = U CO Q Z V' N o Z Ce a- W •`� O � w �o H O a • FOYER LEVEL ELEC. PLAN N N N N N 6 6 Imo. -O M M 4 t6 N Z W U W L Z w = U CO Q Z V' N o Z Ce a- W •`� O • FOYER LEVEL ELEC. PLAN L FRIDGE DW I I p 4p c DlSf I\ i DW H_ __ _.__ Foyer Below MAIN LEVEL ELEC. PLAN E2.2 SCALE: 114'= 1' -0" NORTH ELECTRICAL LEGEND: ® RECESS CAN DOWNLIGHT N VENT /FAN ®� RECESS WALLWASHER N N_ O M I� �00 SWITCH �s LITHONIAN L3 WATER PROOF CN �� WP SHOWER LIGHTS c� THREE WAY SWITCH C CHANDELIER 4 d SWITCH WITH DIMMER H SURFACE MOUNT (OR HANGING) d THREE WAY SWITCH M N W/ DIMMER 00 WALL MOUNT •� TYPICAL OUTLET © O WALL MOUNT SCONCE (AFF VERIFY IN FIELD, GFI GROUND FAULT INTERCEPT H •- O UNLESS NOTED OTHERWISE) Nt/7 ❑ POINT V WEATHER -PROOF OUTLET V MONO ACCENT LIGHTS GFI C14 O SURFACE BULB 4�= SWITCHED OUTLET O FLUORESCENT TUBE OR UNDER CABINET �0-= 220 VOLT OUTLET 2 TUBE FLUORESCENT WITH DIFFUSER O 4 TUBE FLUORESCENT WITH DIFFUSER O HALOGEN ® LOW VOLTAGE, (STRIP @ KITCHEN, PUCS @ BOOKSHELVES) CEILING FAN FAN /LIGHT COMBO .1B JUNCTION BOX CB CLOCK BOX flo STRIP LIGHTING �2 3 WAY TO FOYER BELOW. 'I I ® GARAGE DOOR RECEPTACLE'. O FLOOR OUTLET N DATA OUTLET N TELEPHONE OUTLET TELEPHONE FLOOR OUTLET T.V> -- TELEVISION OUTLET ® CEILING SPEAKER FS—EC-1 SECURITY PAD sD SMOKE DETECTOR ELECTRICAL NOTES: 1. ELECTRICIAN TO MEET WITH OWNERS ON SITE TO VERIFY ALL LIGHT FIXTURE SELECTIONS, LOCATIONS, AND MOUNTING HEIGHTS. 2. SOUND SYSTEM SPEAKER LOCATIONS, INTERCOM, AND ALARM SYSTEM LOCATIONS TO BE DETERMINED BY OWNERS WITH SYSTEM CONSULTANT SUBCONTRACTORS. 3. SMOKE DETECTORS SHOULD BE PROVIDED IN EACH SLEEPING ROOM, IN THE CORRIDOR LEADING TO THE SLEEPING ROOMS, AND ON EVERY LEVEL OF THE HOME. SMOKE DETECTORS SHOULD RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE CONNECTED SUCH THAT ACTIVATION OF ANY DETECTOR SHOULD SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS. SECTION 310.9.1, UBC. 4. HABITABLE ROOMS SHOULD BE PROVIDED WITH RECEPTACLE OUTLETS ON WALLS GREATER THAN TWO FEET IN LENGTH, NO MORE THAN 6 FEET FROM EACH DOORWAY OR OPENING AND LOCATED SUCH THAT NO SPACE ALONG ANY WALL OR FIXED COUNTER IS MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN OUTLET. HALLWAYS MORE THAN 10 FEET IN LENGTH SHOULD BE PROVIDED WITH AT LEAST ONE RECEPTACLE OUTLET. THERE SHOULD BE A RECEPTACLE OUTLET PROVIDED ADJACENT TO EACH BASIN IN BATHROOMS. NEC ARTICLE 210 -52. 5. THE COUNTERS IN THE KITCHEN AND DINING AREA SHOULD BE PROVIDED WITH CONVENIENCE OUTLETS SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE OUTLET AS REQUIRED BY NEC ARTICLE 210 -52. ISLAND AND PENINSULA COUNTER TOPS SHOULD BE PROVIDED WITH CONVENIENCE OULETS PER NEC ARTICLE 210 -52. 6. RECEPTACLES WITHIN 6 FEET OF WET BAR SINKS, AT COUNTER TOP IN THE KITCHEN, IN BATHROOMS, IN THE GARAGE, AND OUTSIDE SHOULD HAVE GROUND FAULT CIRCUIT INTERRUPTION PROTECTION FOR PERSONNEL PER NEC ARTICLES 210 -8, 680-41 AND 680 -70. GFCI PROTECTION IS ALSO REQUIRED FOR THE ELECTRICAL EQUIPMENT IN HYDROMASSAGE OR WHIRLPOOL -TYPE TUBS. 7. IF BUILDING REINFORCING STEEL IS TO BE USED AS AN ELECTRICAL GROUND, IT SHOULD BE INSPECTED BY THE ELECTRICAL INSPECTOR PRIOR TO PLACING CONCRETE. 8. AN ELECTRICAL LIGHTING OUTLET SHOULD BE PROVIDED IN ALL ATTICS AND CRAWL c i I sV\ 6FI N) 01 On 0 in f 3f coto� 0 M i H V1 W^- hit MM Scott S. Turnipseed, AIA ��rc#xtr;t�ttdiExtz z A r� _J W C) g5 U W zLTJ 00 W U N r� x zo w w �w 0 a N N N N a N N_ O M I� �00 CN �� X c� chi C 0 01 M H C r ` O M N 00 O •� C 0 N O a tol Z U Cie C W a- H •- O y Nt/7 O V V � rn C14 Q O w O U Q s � O V H z A r� _J W C) g5 U W zLTJ 00 W U N r� x zo w w �w 0 a E2,02 MAIN LEVEL ELEC PLAN N N N N N N_ O M I� CN c� chi 4 6 N Z 4 C' Q = I a W U Z w Z � _! U -' Q Z I' tol Z U Cie C W a- H •- O E2,02 MAIN LEVEL ELEC PLAN F__l —� I-------- - - - --I I I L---------- - - - - -- r-I L UPPER LEVEL ELEC. PLAN E2.3 SCALE: 1/4" = 1' -0" ELECTRICAL LEGEND: ® RECESS CAN DOWNLIGHT ®> RECESS WALLWASHER L3 LITHONIAN L3 WATER PROOF wP SHOWER LIGHT 3 CHANDELIER W/D Linen SURFACE MOUNT (OR HANGING) I WALL MOUNT ® WALL MOUNT SCONCE © cn X X (AFF VERIFY IN FIELD, PUCS @ BOOKSHELVES) UNLESS NOTED OTHERWISE) Cl MONO POINT ACCENT LIGHTS O SURFACE BULB — — — --� FLUORESCENT TUBE OR UNDER CABINET I I I I BUILDI I I 2 TUBE FLUORESCENT WITH DIFFUSER r— SWITCH I NORTH VENT /FAN o 2 TUBE FLUORESCENT WITH DIFFUSER N SWITCH 0 I 3 THREE WAY SWITCH W/D Linen W i.c '_'_ I I ® LOW VOLTAGE, (STRIP @ KITCHEN, I-� cn X X I (-------- PUCS @ BOOKSHELVES) N I I 3d W/ DIMMER — — — --� d r. � I I I CEILING FAN L--------------------------- - - - --� II 0 ci � i NORTH ® VENT /FAN o 2 TUBE FLUORESCENT WITH DIFFUSER N SWITCH 0 4 TUBE FLUORESCENT WITH DIFFUSER 3 THREE WAY SWITCH O HALOGEN d SWITCH WITH DIMMER ® LOW VOLTAGE, (STRIP @ KITCHEN, I-� cn X X PUCS @ BOOKSHELVES) N THREE WAY SWITCH 0 co 3d W/ DIMMER h d r. � O TYPICAL OUTLET co CEILING FAN GFI GROUND FAULT INTERCEPT co p 0 ci � J",: WEATHER -PROOF OUTLET U FAN /LIGHT COMBO GH di js JUNCTION BOX a�Ucl SWITCHED OUTLET o U cB CLOCK BOX 220 VOLT OUTLET _p W O H no STRIP LIGHTING ® GARAGE DOOR RECEPTACLE O FLOOR OUTLET N DATA OUTLET N TELEPHONE OUTLET ( TELEPHONE FLOOR OUTLET T.v.>- TELEVISION OUTLET ® CEILING SPEAKER SEC SECURITY PAD sD SMOKE DETECTOR I I I I I I I I I I I I I L__ I I I I I i I I I I I I I I I I ELECTRICAL NOTES: I I I I 1. ELECTRICIAN TO MEET WITH OWNERS ON SITE TO VERIFY ALL LIGHT FIXTURE ( I SELECTIONS, LOCATIONS, AND MOUNTING HEIGHTS. I I 2. SOUND SYSTEM SPEAKER LOCATIONS, INTERCOM, AND ALARM SYSTEM LOCATIONS TO BE DETERMINED BY OWNERS WITH SYSTEM CONSULTANT SUBCONTRACTORS. I I 3. SMOKE DETECTORS SHOULD BE PROVIDED IN EACH SLEEPING ROOM, IN THE I r J CORRIDOR LEADING TO THE SLEEPING ROOMS, AND ON EVERY LEVEL OF THE HOME. SMOKE DETECTORS SHOULD RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE CONNECTED SUCH THAT ACTIVATION OF ANY DETECTOR SHOULD SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS. SECTION 310.9.1, UBC. I I 4. HABITABLE ROOMS SHOULD BE PROVIDED WITH RECEPTACLE OUTLETS ON WALLS I I GREATER THAN TWO FEET IN LENGTH, NO MORE THAN 6 FEET FROM EACH L — — — -j DOORWAY OR OPENING AND LOCATED SUCH THAT NO SPACE ALONG ANY WALL OR FIXED COUNTER IS MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN OUTLET. HALLWAYS MORE THAN 10 FEET IN LENGTH SHOULD BE PROVIDED WITH AT LEAST ONE RECEPTACLE OUTLET. THERE SHOULD BE A RECEPTACLE OUTLET ( I PROVIDED ADJACENT TO EACH BASIN IN BATHROOMS. NEC ARTICLE 210 -52. I i 5. THE COUNTERS IN THE KITCHEN AND DINING AREA SHOULD BE PROVIDED WITH I ----------------- ----------- - - - --J CONVENIENCE OUTLETS SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE OUTLET AS REQUIRED BY NEC ARTICLE 210 -52. ISLAND AND PENINSULA COUNTER TOPS SHOULD BE PROVIDED WITH CONVENIENCE OULETS PER NEC ARTICLE 210 -52. 6. RECEPTACLES WITHIN 6 FEET OF WET BAR SINKS, AT COUNTER TOP IN THE KITCHEN, IN BATHROOMS, IN THE GARAGE, AND OUTSIDE SHOULD HAVE GROUND FAULT CIRCUIT INTERRUPTION PROTECTION FOR PERSONNEL PER NEC ARTICLES 210 -8, 680 -41 AND 680 -70. GFCI PROTECTION IS ALSO REQUIRED FOR THE ELECTRICAL EQUIPMENT IN HYDROMASSAGE OR WHIRLPOOL -TYPE TUBS. 7. IF BUILDING REINFORCING STEEL IS TO BE USED AS AN ELECTRICAL GROUND, IT SHOULD BE INSPECTED BY THE ELECTRICAL INSPECTOR PRIOR TO PLACING CONCRETE. 8. AN ELECTRICAL LIGHTING OUTLET SHOULD BE PROVIDED IN ALL ATTICS AND CRAWL CDAf -PC Dr-nI IIDI AI(_ AfY FCC Ff1D CPD\ /If"I AIr n Pf1111P AA Ph IT TI-IP (`nKIT0nI 1 I' Scoot S. TurnipSeed, AIA Q N N N N Q 2 N O M I-� cn X X '- N N 0 co O O� M h d r. � O � co CL C �— N co p 0 ci � •�. U {_ � di o a�Ucl O o U ai co 0 _p W O H u v Q Q co cn uj0 0 u Q O H W o U w 00 whC) W �W *0o ao w� � a w �c O a E2.3 UPPER LEVEL ELEC. PLAN N N N N 6 N O M I-� '- N N r- -O t6 A 4 6 ca N w W Q co cn uj0 Z Q � Q ce F- w Z a. W m u- W U U 0- •" O E2.3 UPPER LEVEL ELEC. PLAN MECH. GAS PIPE ISOMETRIC M2.0 SCALE: 0 Weltner gas pipe Layout N rt O M kn H W M7 Scott S. Turnipseed, AIA 'whkhre loomhGkin iritoscxcW, a N N N N a N N f3 M .0 � �4Lh N N Cl) M O m V/ O CV) b cl 00 Z a Q 3 w > 0 M n W U Z W J U Q Z 1- _ N ._ 0 h O ,F,: 5 U P) Cl U v cn 0 ai M 4) w o �. U 0• a M •r~ v` V H 0 a� W C) x� W w w o Z ET-1 a wA LT I U l- a�Wap, �a � w H O a M2.0 N N N N N N f3 M Imo. � �4Lh N r- M Z a Q 3 w > 4 —' w `n Z U n W U Z W J U Q Z 1- Cie 0- W N ._ p M2.0 I L N O M H 'W H 'W V N Q N N N N Q ._00 N N O M in 4) M — 4) O 4) m ,_ M y ..m Ca . M -0N 0o CL�-- C N co O ° a M p H C O U O M V N C)) N w w Cie p 4 w M o CL W U U o:: o_ = M ITT � lu- O O H z o r A y W oQ �U Fj W w o zF�� w � W UzA �o a p i�Cww w a � w �o H 0 a i I M291 LOWER LEVEL MECH. PLAN I Ii' N N N N N N O M i�, — N N — eM cM 4 L6 M V) Z Q n- w w Cie p to Z CL o: Z J Z U o:: o_ U U � O i I M291 LOWER LEVEL MECH. PLAN I Ii' I )th Fan I ell 0 Scott S. Turnipseed, AIA *dAt3c'11lm-1 (XFOROM z 2 rA C) U W w 1:4 00 w g C) Z W U > 0 a 6 N 6 C6 r: r 4) CY) x 4 0 0 C'n C! to Q� CY) 10 CO 04 CL , ;0- C! b C 0 C14 (D 4- 0 -0 C3 �z Z Z- u .- D n -= 0 0 0 U C) 5, Ci Z w m < 9 U- a) - 0 CO C-4 Cl 0 U, p 'Ou CL 80 a .0 M 0 V W) z 2 rA C) U W w 1:4 00 w g C) Z W U > 0 a LMAIN LEVEL MECH PLAN 6 N 6 C6 r: CO Z < J a- u ru Z --i < o- w Z Z Z w m < 9 U- u a- w w a_ 0 LMAIN LEVEL MECH PLAN Low Profile Ducted AC Unit I W/D L 1 n e n L UPPER LEVEL MECH PLAN �M2.3) I SCALE: ]/A!'= I'4Y' NORTH F L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — • 0 SC Olt S. ILUrflipSeed AIA arcttledD,IrelcoremcfiotiliptelcvdesW z 0 w p A 0-4 P4 U W C, zw 0 0 u 0 LT] cNI4 cNI4 N NINN N 6 vs �� 00 — 04 04 — X o 0 co 0 0.. V) M a- c,) 10 — c6 C-4 CY) CL 00 70 0. c/) D 0 L- 0 , 06 z < -J 0- 0 U 0 0 0, M 0 U D , 0 -5 c'! 00 04 —j < u- u Cie 0- a. 76 0 Lu M coli u 4) u cy- m e— 0 u H z 0 w p A 0-4 P4 U W C, zw 0 0 u 0 LT] m2.3 UPPER LEVEL MECH PLAN K-4 cNI4 cNI4 N NINN N 6 vs 1� — 04 04 — C'7 M 4 6 c/) z < -J 0- 3: W 5; Lu M O (V/) OD 0 Z D < 0- W u Z Z u —j < u- u Cie 0- a. 0 m2.3 UPPER LEVEL MECH PLAN K-4 is I c K 0 D) FOOTING ION WALL (OR PIER) ELEVATION ING ELEVATION N TOP OF FOUNDATION WALL S.B.W. INDICATES STEP IN BOT. OF FOUNDATION WALL S.B.F.-INDICATES STEP IN BOTTOM OF FOOTING S.T.F. INDICATES STEP IN TOP OF FOOTING " -t ;1,.4- Consulting Structur 648 Pine Branches Leland, NC 28451 910 - 805 -6271 newkirk560gmail.co gineerin' e SE j Q N N N O N N N d- N M U) Q z C 9 00 ao to M X J 'S C a ,� O M CL C O �O M ii C N a0 - a O 0, •� a) W �.- 06 W to Q U N N 4) M 00 O W M O ,� sz U 0% ti c C") Q V a P �- Z LLJ W 0 W V (4 CL 0 z 0 Q W p A U W W o ZW U �HWao � a �a w I~ O a 0 N N N O N N N d- N M U) z J 'S CL W m J W � W to Q ~ Q Z LLJ W W Z CL U O S1.1 0 i N PLAN NORTH FOR STRUCTURAL DWGS. 1/4" = 1' -0" O KEYNOTES 1. 4" CONC. SLAB ON GRADE REINF. W/ FIBERMESH, PROVIDE SAWCUT CONTRACTION JOINTS 0 12' -0" O.C. MAX. EA. WAY. 2. 4' CONC. SLAB ON GRADE REIW. W/ FIBERMESH & #4 0 12' O.C. MAX. EA. WAY CHAIRED TO SLAB MID - DEPTH, PROVIDE SAWCUT CONTRACTION JOINTS 0 12' -0' O.C. MAX. EA. WAY. 3. 3-2X6 STUD PACK FROM FDN. UP TO SM. BRG. ABOVE. 4. TS4X4X1 /4 COL. FROM FDN. UP TO BM. BRG. ABOVE, CONN. COL TO FDN. PER 15/S2.3. 5. TS4X4X1 /4 COL FROM FDN. WALL UP TO BM. BRG. ABOVE, CONN. COL TO FDN. PER 19/S2.3. 6. 3 -2X4 STUD PACK FROM FDN. UP TO BM. BRG. ABOVE 7. 2' -6" SO. X 10" THK. SLAB FTG. REINF. W/ 4/4 EA. WAY. 8. TS4X4X1 /4 COL. FROM FDN. UP TO BM. BRG. ABOVE, CONN. COL TO FTG PER 22/S2.3. 9. 4' -6' SQ. X 12" THK. CONC. FTG. PER 22/S2.1 10. 7 -2X6 STUD PACK FROM FDN. UP TO BM. BRG. ABOVE 11. 3' -0' SO. X 12' THK. SLAB CONC. FTG. REINF. W/ 4#4 F.A. WAY. 12. 6 -2X6 STUD PACK FROM FDN. UP TO BM. BRG. ABOVE 13.3'-0'" SQ. X 12" THK. CONC. FTG. PER 22/52.3. 14. 5 -2X4 STUD PACK FROM FDN. UP TO BM. BRG. ABOVE. 15. 4 -2X6 STUD PACK FROM FDN. UP TO SM. BRG. ABOVE. 16. 6 -2X4 STUD PACK FROM FDN. UP TO SM. BRG. ABOVE. 17. 4' -0" SO. X 12" THK. CONC. FTG. PER 22/S2.3. 18. 7S4X4X1/4 COL FROM TOP OF FDN. WALL UP TO SM. BRG. ABOVE, CONN. COL TO FDN. WALL PER 5/S2.5. 19. TS8X4X1 /4 COL FROM TOP OF FDN. WALL UP TO SM. BRG. ABOVE, CONN. COL. TO FDN. WALL PER 22/S2.5. 20. TS4X4X1 /4 COL FROM TOP OF SLAB UP TO SM. BRG. ABOVE, CONN. COL. TO SLAB W/ BASE PLATE PER 1/S2.6 SM. 21. 2X4 016' BRG. WALL PER 2/S2.3. 22.2X6 016" BRG. WALL PER 21/S2.3. ►l4II-3 ;iW lit! Consulting Structural 648 Pine Branches t Leland, NC 28451 910 - 805 -6271 newkirk560gmall.com 1A Q N M N N n O N t) u7 Q A H 4 W O A M M X W o �r 0 .— CL G O N M CL00 C 0 C14 O C5 a •� O ~ O •.- L. U l U N N IN M w H U O a 0- a t U M et �}. v �- F- Q :2 12- O V W H E 51.2 N M N N n O N t) u7 A H 4 W O A W W o �r ` CL L.LJ U N O - -�HWao m " W� w w w a � w Q w H O a 51.2 N M N N n N N It N t) u7 Z J �r ` CL L.LJ F- m 5; Q w F- :D F- F- Q :2 12- z W W E Z CL U O N U N 51.2 IN IN 1110AMIM E-141; 12 Q8 Il:TIT:WjUww c 517• rig N w fI. 12 1101MW ' PLAN CTURAL WGS. 1/4" = V -0" SEE SHEET S1.4 FOR PLAN KEYNOTES 111101&vfi• 12 8F" IFTIPWIMN 12 Q8 Consulting Structural Engineerim 648 Pine Branches Circle SE Leland, NC 28451 910 -805 -6271 newkirk560gmail.com Q N N N N Z O N Q A C41' �► c 00 A W #A M �o o O � 0 p. C! h _d Q 1 CL C '- N 00 C) a r�� `= w o 06 �U° Q w r? V N V N �04 000 o CL w o H .� t U I-' Q = M F- H H Q Q : :2 CL W O Cr LLI V V) �`- -a' N N N N N Z O N A C41' W p A W w �o o a L LJ a W W p r�� w o o Q w r` w �o H I-' O a -a' N N N N N N N N Z a L LJ a ao w w w o o Q w I-' O I F- H H Q Q : :2 CL W Z C Cr LLI W Z �`- Z 0 0. U � 0 W I r� MAIN LEVEL FRAMING PLAN S�CTU AL o�. 1/4" = 1' -0' O KEYNOTES 1. 1 1/2' GYPCRETE TOPPING OVER 314' T&G PLYWOOD FLOOR SHEATHING NAILED W/ 10d RING -SHANK NAILS 0 6' EDGE, 12 FIELD, GLUE TO ALL JOISTS FULL LENGTH. 2. 6' CONC. SLAB OVER LOOSE UN- COMPACTED Flu, REINF. SLAB W/ #5 0 12' O.C. MAX. EA. WAY CHAIRED TO 2' CLR. OF BOT. OF SLAB, SEE ARCH. FOR STONE VENEER & MORTAR SET OVER SLAB. 3. 11 7/8' BCI 60-2.0 016" O.C. MAX 4. 1 3/4' X 11 7/8' M.L. FLOOR JOISTS 0 12" O.C. MAX 5. 1 314' X 9 1/2' M.L. FLOOR JOISTS 0 16" O.C. MAX 6. 3 -2X4 STUD PACK UNDER BM. BRG. TO FDN. 7. 3-2X6 STUD PACK UNDER BM. BRG. TO FDN. & 3-20 STUD PACK UNDER 2 -11 718" M.L. BM. DOWN TO TOP OF 3 -11 7/8' M.L. BM. 9. 6X12 0 24' O.C. MAX 10. BM. TO BM. CONN. W/ SIMPSON HGLTV5.511 TOP FLANGE BM. HANGER. 11. CONN. 3-M.L. BM. TO CONC. FDN. WALL PER 29/S2.3. 12. CONN. STL BM. TO CONC. FDN. WALL PER 14/S2.3. 13. TS001/4 COL. UNDER STL BM. BRG. TO FDN., CONN. BM. TO TOP OF COL PER 7/S2.3. 14. TS4X4X1 /4 COL FROM TOP OF STL BM. UP TO BM. BRG. ABOVE, CONN. COL TO TOP OF BM. PER 16/S2.3. 15. TS4X4X1 /4 COL. UNDER W24 STL BM. BRG. TO FDN., CONN. BM. TO TOP OF COL PER 17/S2.3, CONN. Wit TO END OF W24 PER 17/S2.3. 16.3 -2X6 STUD PACK UNDER BM. BRG. DOWN TO TOP OF HEADER BELOW. 17. 3-1 3/4" X 11 7/8' M.L. HEADER OVER GARAGE DOUR OPNG. BELOW. 18. 3 -2X6 STUD PACK FROM TOP OF FLOOR BM. UP TO BM. BRG. ABOVE. 19. BM. TO BM. CONN. W/ SIMPSON HGLTV5.511 TOP FLANGE BM. HANGER. 20.3 -1 3/4' X 9 1/2' M.L. HEADER OVER OPNG. BELOW. 21. 1 3/4' X 11 7/8' M.L. 22. BM. TO BM. CONN. W/ SIMPSON *11 TOP FLANGE BM. HANGER. 23.4 -2X6 STUD PACK FROM TOP OF FLOOR BM. UP TO GIRDER TRUSS BRG. ABOVE. 24. TS4X4X1 /4 COL. UNDER BM. BRG. TO FDN., CONN. BM. TO TOP OF COL PER 21/82.3. 25. BEAR W16 DIRECTLY ON TOP OF W14 & CONN. PER 23/S2.3. 26.6 -2X6 STUD PACK UNDER STL BM. BRG. TO FDN., CONN. BM. TO TOP OF STUD PACK W/ 2 -1/2'4 X 6" LAG BOLTS THRU BOT. FLANGE OF BM. INTO TOP OF STUD PACK 0 2 1/2' C /C. 27.012 0 24' O.C. MAX 28.11 7/8' BCI 60-2.0 0 16' O.C. MAX ONE PIECE WITHOUT SPUCE FULL WIDTH OF BLDG. 29. DOUBLE 11 7/8' BCI 60-2.0 0 12' O.C. MAX 30. TS001 /4 COL UNDER BM. BRG. ABOVE TO FDN. 31. BM. TO BM. CONN. PER 8/S2.3. NEW" EN004H Consulting Structural Eng 648 Pine Branches Circle Leland, NC 28451 910 - 805 -6271 newkirk560gmail.com 32. CONN. M.L. BM. TO SIDE OF STL COL. PER 11/S2.4. 33.3 -2X6 STUD PACK UNDER 3-14' M.L. BM. BRG. TO FDN., CONN. LOWER 1 3/4' X 11 7/8' M.L. BM. TO SIDE OF STUD PACK W/ SIMPSON HU11 FACE MOUNT BM. HANGER. 34. CONN. M.L. BM. TO PACK -OUT ON SIDE OF STL BM. W/ SIMPSON HU11 FACE MOUNT HANGER. 35. TS4X4X1 /4 COL FROM TOP OF STL FLOOR BM. UP TO BM. BRG. ABOVE, CONN. COL TO TOP OF BM. PER 16/S2.3. 36.5 -2X4 STUD PACK UNDER STL BM. BRG. TO FDN., CONN. BM. TO TOP OF STUD PACK W/ 2 -1/2 "4 X 6' LAG BOLTS 0 3' C/C THRU BM. BOT. FLANGE DOWN INTO TOP OF STUD PACK. 37.4 -2X6 STUD PACK UNDER STL BM. BRG. TO FDN., CONN. BM. TO TOP OF STUD PACK W/ 2 -1/2'4 X 6' LAG BOLTS 0 3' C/C THRU BM. BOT. FLANGE DOWN INTO TOP OF STUD PACK. 38. 4 -2X6 STUD PACK UNDER BM. BRG. ABOVE TO FDN. 39.1 3/4" X 14' M.L. ROOF JOISTS 0 24' O.C. MAX. 40. CONT. 1 3/4' X 14' M.L. LEDGER CONN. TO EA. STUD W/ 6 -16d, CONN. M.L. JOISTS TO LEDGER W/ SIMPSON HU14 FACE MOUNT JOIST HANGERS W/ SEAT CUTS. 41. MITRE M.L. JOISTS TO THIS SIDE OF VALLEY BM. & NAIL W/ 6 -16d. 42. CONN. VALLEY BM. TO LEDGER W/ SIMPSON LSSU125 FACE MOUNT JOIST HANGER. 43. CONN. VALLEY BM. TO BM. W/ SIMPSON LSSU125 FACE MOUNT JOIST HANGER. 44.3-2X6 STUD PACK UNDER BM. BRG. ABOVE TO FDN. 45.1 3/4' X 14' M.L. 46.2 -1 3/4' X 14" M.L. 47. CONN. M.L. RIDGE BM. TO HEADER W/ SIMPSON HHUS410 FACE MOUNT BM. HANGER. 48, BM. TO BM. CONN. W/ SIMPSON HU14 FACE MOUNT BM. HANGER W/ SEAT CUT. 49.3 -1 3/4' X 5 1/2' M.L. HEADER, ONE PIECE OVER 3 OPNGS. BELOW. 50.3 -2X6 STUD PACK UNDER 8X12 RIDGE BM. DOWN TO M.L. HEADER, BEAR 2 -4' M.L. RIDGE BM. IN 6' LONG SLOT IN END OF 8X12, 51.12X12 TIMBER COL FROM TOP OF FDN. WALL UP TO BM. BRG. ABOVE, CONN. COL TO TOP OF FDN. WALL PER 17/S2.4. 52.12X12 WOOD COL UNDER SHOULDER BM. BRG. TO FDN., CONN. SHOULDER BM. TO TOP OF COL W/ 2 -3/4'4 X 18' LAG BOLTS 0 4' C/C COUNTERSUNK INTO TOP OF SHOULDER BM. W/ 9' PENETRATION INTO TOP OF COL, BEAR CROSS BM. ON TOP OF MOULDER BM. & CONN. W/ 2 -3/4'0 X 18' LAG BOLTS 0 4' C/C COUNTERSUNK INTO TOP OF CROSS BM. W/ 9" PENETRATION INTO TOP OF SHOULDER BM. 53.8X8 WDOD POST UNDER RIDGE BM. DOWN TO TOP OF CROSS BM., CONN. RIDGE BM. TO TOP OF POST W/ 2 -3/4'4 X 18' LAG BOLTS COUNTERSUNK INTO TOP OF RIDGE BM. W/ 9' PENETRATION INTO TOP OF 8X8 POST, CONN. 8X8 POST TO TOP OF CROSS BM. PER 18/52.4. 54.012 0 24' O.C. MAX. 55. BIRD -MOUTH 012 JOIST ONTO BM. & CONN. W/ 1/2'4 X 12' LAG BOLT COUNTERSUNK INTO CL 012 W/ 6" PENETRATION INTO TOP OF BM. 56. BM. TO BM. CONN. W/ SIMPSON HWU3.56/11.88 TOP FLANGE BM. HANGER. 57.3 -2X4 STUD PACK FROM TOP OF FLOOR BM. UP TO BM. BRG. ABOVE. 5& 5-2X6 STUD PACK FROM TOP OF FLOOR BM. UP TO BM. BRG. ABOVE. 59.5 -2X6 STUD PACK UNDER STL BM. BRG. TO FDN., CONN. BM. TO TOP OF STUD PACK W/ 2 -1/2'4 X 6' LAG BOLTS 0 3' C/C THRU BM. BOT. FLANGE DOWN INTO TOP OF STUD PACK. 60. CONN. STL BM. TO CONC. FDN. WALL PER 21/S14. 61. BM. TO BM. CONN. W/ SIMPSON HGLTV3.511 TOP FLANGE BM. HANGER. 61 BM. TO BM. CONN. W/ SIMPSON HGLTV411.88 -2 TOP FLANGE BM. HANGER. 63.6 -2X4 STUD PACK UNDER BM. BRG. TO FDN. 64.4 -2X6 STUD PACK FROM TOP OF FLOOR BM. UP TO BM. BRG. ABOVE. 65.6 -2X6 STUD PACK UNDER BM. BRG. TO FDN. 66. TS4X4X1/4 COL FROM TOP OF M.L. BM. UP TO BM. BRG. ABOVE, CONN. COL TO TOP OF BM. PER 2/S2.5. 67.4 -2X6 STUD PACK FROM FDN. UP TO GIRDER TRUSS BRG. ABOVE. 68. 5/8' PLYWOOD ROOF SHEATHING NAILED W/ 10d 0 4' EDGE, 12' FIELD. 69. STONE & MORTAR SET OVER W.P. MEMBRANE OVER 3/4' T&G PLYWOOD GLUED TO JOISTS FULL LENGTH & NAILED W/ 10d RING -SHANK NAILS 0 6' EDGE, 12' FIELD. SEE ARCH. FOR STONE, MORTAR SET & MEMBRANE 70. TS5X5X3 /8 COL FROM TOP OF STL BM. UP TO BM. BRG. ABOVE, CONN. COL. TO TOP OF BM. PER 71. COIN. STL BM. TO SIDE OF TS COL PER 19/S2.5. 72. TS4X4X1 /4 COL. UNDER BM. BRG. ABOVE TO FDN., CONN. COL. TO FDN. WALL PER 1/S2.6. 73.7 -2X6 STUD PACK UNDER STL BM. BRG. TO FDN., CONN. BM. TO TOP OF STUD PACK W/ 2 -1/2'4 X 6" LAG BOLTS 0 3" C/C THRU BM. BOT. FLANGE DOWN INTO TOP OF STUD PACK. 74.4 -2X6 STUD PACK UNDER BM. BRG. TO FDN. -� O -0 N N v- 1 N O N 1 N n N 1 N O M 1 Z J 'S CL W m W J W Q � � cL W W Z W U �' Z 0 0 co U U) A NOTES &SCHEDULES TYPICAL FOR ALL SHEETS JOIST CONNECTION TABLE UNLESS OTHERWISE DETAILED OR NOTED, CONNECT BCI & M.L JOISTS TO BMS. & EXT. WALL PLATES AS FOLLOW JOIST SIMPSON HANGER SIMPSON HANGER UP TO 4'-0' STANDARD SKEWED /SLOPED 2X12 LB212 LSSU210 DOUBLE 2X12 HUS212 -27F LSSU210 -2 11 7/8" BCI 60-2.0 ITT3511.88 LSSUI35 DOUBLE 11 7/8" BCI 60-2.0 MIT3511.88 -2 M3510 -2 14" BCI 60-2.0 ITT3514 L M135 DOUBLE 14' BCI 60-2.0 MIT3514 -2 LSU35IG -2 1 3/4" X 9 1/2" M.L WP9 LSSU125 DOUBLE 1 3/4' X 9 1/2" M.L HWU3.56/9.5 LSSU410 1 314' X 11 114' M.L WPU1.81/11.25 LM125 DOUBLE 1 3/4 X 11 1/4" M.L HWU3.56/11.25 LSSU410 1 3/4" X 11 718' M.L W1311 LSWI25 DOUBLE 1 3/4 X 11 7/8' M.L HWU3.56/11.88 LSSU410 1 3/4" X 14" M.L WP14 LSSU125 DOUBLE 1 314" X 14" M.L HWU3.56/14 LSSU410 EXTERIOR WALL SHEATHING NOTE ALL EXTERIOR FRAMED WALLS ARE SHEAR WALLS AND ARE SHEATHED W/ 1/2" PLYWOOD AND NAILED W/ 8d 0 6" EDGE, 12" FIELD. INSTALL 2X6 BLOCKING BETWEEN STUDS AT ALL HORIZ. PANEL JOINTS THAT DO NOT FALL ON A TOP OR BOTTOM WALL PLATE. NAIL ABUTTING SHEATHING PANEL EDGES TO BLOCKING WITH Bd 0 6 ", BOTH SIDES OF PANEL JOINT. STUD PACK KEY ■ INDICATES STUD PACK EXTENDING UP FROM FLOOR ON WHICH IT IS INDICATED OR EXTENDING UP AND DOWN FROM FLOOR ON WHICH IT IS INDICATED. SEE PLAN KEYNOTES. INDICATES STUD PACK EXTENDING DOWN FROM FLOOR ON WHICH IT IS INDICATED. SEE PLAN KEYNOTES. JOIST LAYOUT NOTE: COORDINATE JOIST LAYOUT W/ LIGHT FIXTURE LOCATIONS AND RAFTER TAIL LOCATIONS. ADJUST JOIST LOCATIONS AS REQ'D. 2X6 WOOD STUD WALL HEADER SCHEDULE OPENING WIDTH OPENING WIDTH HEADER SIZE JAMB STUDS UP TO 4'-0' 3 -2X8 1 -2X6 OVER 4' -0" UP TO 6' -0" 3 -2X10 2 -2X6 OVER 6' -0" UP TO 8' -0" 3 -1 3/4' X 9 1/2" M.L 2 -2X6 OVER 8' -0" UP TO 10' -0" 3 -1 3/4" X 11 7/8" M.L 2 -2X6 OVER 10' -0" UP TO 14' -0" 3 -1 3/4" X 14" M.L 3 -2X6 USE THESE HEADERS UNLESS NOTED OTHERWISE 2X4 WOOD STUD WALL HEADER SCHEDULE OPENING WIDTH HEADER SIZE JAMB STUDS UP TO 4'-0' 2 -2X10 1 -2X4 OVER 4' -0" UP TO 6' -0" 2 -2X12 2 -2X4 OVER 6' -0" UP TO 8' -0" 2 -1 3/4" X 9 1/2" M.L 3 -2X4 OVER 8' -0" UP TO 10' -0" 2 -1 3/4" X 11 7/8" M.L 3 -2X4 USE THESE HEADERS UNLESS NOTED OTHERWISE MASONRY LINTEL SCHEDULE OPENING WIDTH STEEL UNTEL BEARING UP TO 3' -0" L4X4X1 4 6" OVER 3' -0" UP TO 6' -0" X4X3 8 6" OVER 6' -0" UP TO 10' -0" L7X4X3 8 LLV 6" OVER 10' -0" UP TO 18' -0" L8X4X3/4 LL 8" ROOF JOIST CONNECTIONS NOTES CONN. ALL ROOF JOISTS TO EXTERIOR BEARING WALLS PER 11/82.5. ROOF JOIST CONNEC11ONS NOTES CONN. ALL ROOF TRUSSES TO EXTERIOR BEARING WALLS PER 13/S2.5. CONN. HEADER M.L TO M.L TRIMMER W/ SIMPSON TOP FLANGE BM. HANGER JOIST TO BE HEADERED TYP. I Z FOR OPNG. 1- SINGLE M.L BM. TO MATCH JOIST DEPTH O'NG. THRU FLOOR, - COORD. W/ ARCH./ MECH. I.M. -4 b- s. 1 0h.- ILI; rA N T_ O LO a Z C 00 a0 d �I J SEE PLAN FOR JOISTS \ S 1 HEADER CONN. J 1 MATCH 1 DEPTH • 1 1' FLANGE 1 E• 7&F-11CAL ■ AN •mil WTU FLOOR-OR ROOF DECK 35. TTL - -r- - - - . 104'- 3 - - . �� LEDGE 82.3 15 I 107' -6° U 42 1 - - -- - - -- i 6 7 , I 82.5 82.5 o WIOX33 (110 -8 1/4) S2,rj 10 14.3K L----- - - - - -- ----- - - - - -° 112' -0» -- -- -- 14.3K - -- - - -� - -- ---- - - - - -- - - 11111114====4 P======4 - 290 PLF FL J28i' 7 16 1500 R 4 43 43 1 T.O. PLYWOOD I 1 1 3/4" X 11 7/8" I = 110' -10 1/2' I Bath #5 M.L (110' -9 3/4") 4-1 3/4' X 11 718' Bedroom #4 S M.L (110' -9 3/4) © 1 3/4' 11 7/8 11. tilu-N pt .7K ��7 11 5 I Bath #4 I j 13.5K N Bedroom #5 M 12 18K T.O. PLYWOOD = 110' -10 1/2' 1 3/4' X 11 7/8'- W18X40 (110' -8 1/4') M.L (110' -9 3/4") 2 SPANS J 82.5 1 44 /_W16X31 (110' -8 1/4') 19.4K� 18K 500 PLF FLOOR, 130 FF 4 UPPER LEVEL FRAMING PLAN PLAN NORTH FOR STRUCTURAL DWGS. 1/4' = 1' -0" KEYNOTES 1. 1 1/2' GYPCRETE TOPPING OVER 314' T&G PLYWOOD FLOOR SHEATHING NAILED W/ 10d RING -SHANK NAILS 0 6" EDGE, 12 FIELD, GLUE TO ALL JOISTS FULL LENGTH. 2. TS4X4X1 /4 COL UNDER STL BM. BRG. TO FDN., CONN. BM. TO TOP OF COL PER 7/S2.3. 3. 1 3/4' X 11 7/8' M.L BM. 4. BM. TO BM. CONN. W/ SIMPSON WP11 TOP FLANGE BM. HANGER. 5. 3-2X4 STUD PACK UNDER BM. BRG. DOWN TO TOP OF FLOOR BM. BELOW. 6. 11 7/8" BCl 60-2.0 016' O.C. MAX. 7. 3 -2X6 STUD PACK UNDER BM. BRG. TO FDN. 8, 5-2X6 STUD PACK UNDER BM. BRG. DOWN TO TOP OF FLOOR BM. BELOW. 9. TS4X4X1 /4 COL UNDER BM. BRG. DOWN TO TOP OF FLOOR BM. BELOW, CONN. BM. TO TOP OF COL PER 7/82.3. 10. TS4X4X1 /4 COL UNDER STL BM. BRG. DOWN TO TOP OF FLOOR BM. BELOW, CONN. BM. TO TOP OF COL PER 7/82.3. 11. 4-2X6 STUD PACK UNDER BM. BRG. DOWN TO TOP OF FLOOR BM. BELOW. 12. TS4X4X1 /4 COL. FROM TOP OF FLOOR BM. UP TO BM. BRG. ABOVE, CONN. COL TO TOP OF BM. PER 16/S2.3. 13. BM. TO BM. CONN. W/ SIMPSON HGLTV411.88 -2 TOP FLANGE BM. HANGER. 14 TS4X4X1 /4 COL UNDER STL BM. BRG. TO FDN., CONN. BM. TO TOP OF COL PER 21/S2.3. 15.1 3/4" X 14" M.L JOISTS 0 24" O.C. MAX. 16. BM. TO BM. CONN. PER 8/S2.3. 17. BM. TO BM. (ANN. W/ SIMPSON HWU5.50/11.88 TOP FLANGE BM. HANGER. I& CONN. M.L BM. TO SIDE OF STL COL PER 11/S2.4. 19. PRE - FABRICATED WOOD ROOF TRUSS TYPE "A" 0 24" O.C. MAX„ SEE SHEET S1.4 FOR TRUSS PROFILES. 20. CONN. 8X12 TO WALL PLATE AT END OF BACK -SPAN W/ 2- SIMPSON H2.5. 21.1 3/4" X 14" M.L 0 24" O.C. MAX. 22.1 3/4" X 14" M.L LEDGER, NAIL TO EA. STUD W/ 6 -16d, CONN. 14' M.L JOISTS TO LEDGER W/ SIMPSON HU14 FACE MOUNT JOIST HANGERS W/ SEAT CUT. 23. OVER-FRAME HATCHED AREA 24.4 -2X6 STUD PACK UNDER GIRDER TRUSS BRG. DOWN TO TOP OF FLOOR BM. BELOW. 25.4 -2X6 STUD PACK UNDER GIRDER TRUSS BRG. TO FDN. 0 1 4 X 11 1/0 26 .L 1 0' -9 3/4') Y2. 4 C l0. Dow 7 --- - - - - -- -- --� -- -- 45 7. I 45 2 -1 3/4' X 9 1/2" M.L © I 1 (109' -9 318r) I Elev I I I 7 7 I I I I Y. 26 W/ or CI . I 106-U n 7 22 TO. PLYWOO_ 110 -10 112" n 18K II t8 II II II II II II II II 312 II II it II II II L L_ - - - --, T__� i II 3K N 17 `= I 14.8K 1300 PLF R, 00 PLF FL 13.5K TRIM TOP OF M.L 8 24 8 AS REQb. FOR I I I I 3-1 3/4' X 11 7/8' M.L 82.4 ROOF PLYWOOD (109' -9 3/8') 3 SPANS 'I 19 I( II 8/12 II 'I 42 II II 42 om o� ..Z NEWKIF�C ENCNIEf Consulting Structural Engim 648 Pine Branches Circle c Leland. NC 28451 910- 805 -6271 newkirk560gmail.com 3-1 3/4' X 11 718' M.L (110' -9 3/4 ) L 35. CONN. 8X12 TO SIDE OF M.L BM. W/ SIMPSON HU812 FACE MOUNT BM. HANGER. 36.3 -2X4 STUD PACK UNDER END OF 8X12 DOWN TO TOP OF M.L BM. BELOW, CONN. 8X12 TO TOP OF STUD PACs( W/ SIMPSON MSTA18 STRAP TIE, CONN. STUD PACK TO TOP OF M.L BM. W/ 2- SIMPSON MSTA18 STRAP TIES. 37.1 314' X 14' M.L 0 24" O.C. MAX., BIRD -MOUTH ONTO 8X12 BMS. & CONN. W/ SIMPSON H2.5. 0 EA. BRG. 38. CONN. 8X12 TO SIDE OF TRUSS W/ SIMPSON HU812 FACE MOUNT BM. HANGER, TRUSS MFR. TO PROVIDE 11 1/4' WIDE VERT. TRUSS MEMBER AT THIS LOCATION. 39. PRE - FABRICATED WOOD ROOF GIRDER TRUSS TYPE b", SEE SHEET S1.3 FOR TRUSS PROFILES. 40. PRE - FABRICATED WOOD ROOF TRUSS TYPE TO 0 24" O.C. MAX., SEE SHEET S1.3 FOR TRUSS P 41. PRE - FABRICATED WOOD ROOF GIRDER TRUSS TYPE "F , SEE SHEET S1.3 FOR TRUSS PROFILES. 42.5/8" PLYWOOD ROOF SHEATHING NAILED W/ 10d 0 4' EDGE, 12' FIELD. 43.3 -2X6 STUD PACK UNDER BM. BRG. ABOVE TO FDN. 44.3 -2X6 STUD PACK FROM TOP OF FLOOR BM. UP TO BM. BRG. ABOVE. 45. TS4X4X1 /4 COL UNDER BM. BRG. ABOVE TO FDN. 46.4 -2X6 STUD PACK UNDER BM. BRG. ABOVE TO FDN. 47. PRE - FABRICATED WOOD ROOF GIRDER TRUSS TYPE "B", SEE SHEET S1.3 FOR TRUSS PROFILES. i 48. PRE - FABRICATED WOOD ROOF GIRDER TRUSS TYPE 'E", SEE SHEET S1.3 FOR TRUSS PROFILES. AA B� q� 911 II L 1-- - `^ I I 8X12 N I 37 � 2 -1 3/4" X 11 7/8' M.L (111' -0') 26.2 -1 3/4' X 9 1/2" M.L. SET DIRECTLY UNDER TRUSS BRG. 23 27.2 -1 3/4' X 9 1/2' M.L BM. SET DIRECTLY UNDER TRUSS SUPPORT BM. LOW 2.5 28.3 -2X4 STUD PACK UNDER BM. BRG. DOWN TO TOP OF FLOOR BM. BELOW. 32. PRE - FABRICATED WOOD ROOF TRUSS TYPE "D" 0 24' O.C. MAX., SEE SHEEP S1.3 FOR TRUSS PROFILES. 29. PRE - FABRICATED WOOD ROOF TRUSS TYPE "B' 0 24" O.C. MAX., SEE SHEET S1.3 FOR TRUSS PROFILES. 33.3 -2X6 STUD PACK UNDER SM. BRG. TO FDN., CONN. BM. TO TOP OF STUD PACK 30. PRE - FABRICATED WOOD ROOF TRUSS TYPE 'C' 0 24' O.C. MAX., SEE SHEET S1.3 FOR TRUSS PROFILES W/ 2- SIMPSON MSTA18 STRAP TIES. 34. CONN. M.L BM. TO SIDE OF TRUSS W/ SIMPSON HHUS410 FACE MOUNT BM. HANGER, 31. PRE - FABRICATED WOOD ROOF GIRDER TRUSS TYPE 'C ", SEE SHEET S1.3 FOR TRUSS PROFILES. TRUSS MFR. TO PROVIDE 11 1/4" WIDE VERT. TRUSS MEMBER AT THIS LOCATION. fm O A Ww 00 p U Z Q O w a o > Qa � � O a 4- 0 N .- N •-- N T- O N n N V_ M N 't N T_ O LO a Z C 00 a0 d M J A t W O m r-- o cl M y �. c cLm ,_ 04 CL•- C O N aD •� L_ 06 >v 743 U � V N N � M 00 4>! O w M p H 4 U 0- a t p M Q z U W O W U U t IL Z U rl O O A Ww 00 p U Z Q O w a o > Qa � � O a 4- 0 N .- N •-- N T- O N n N V_ M N 't N T_ O LO Z J ?r °- Wmw to Q � F_ !- F- Q z U W W IL Z U O U 51.5 PLAN NORTH FOR STRUCTURAL DWGS. 1/4w = 1' -0' Njn_� O ATE 1. 5/8' PLYWOOD ROOF SHEATHING NAILED W/ 10d 0 4' EDGE, 12' FIELD. 2. 2 -1 3/4' X 14" M.L. 3. OVER -FRAME HATCHED AREA. 4. 1 314' X 14' M.L. JOISTS 0 24" O.C. MAX. 5. PRE - FABRICATED WOOD ROOF GIRDER TRUSS TYPE "J', SEE SHEET S1.3 FOR TRUSS PROFILES. 6. PRE - FABRICATED WOOD ROOF GIRDER TRUSS TYPE "K SEE SHEET S1.3 FOR TRUSS PROFILES. 7. PRE - FABRICATED WOOD ROOF TRUSS TYPE "L" 0 24" O.C. MAX., SEE SHEET S1.3 FOR TRUSS PROFILES. & 4 -2X6 STUD PACK UNDER GIRDER TRUSS BRG. TO FDN. 9. PRE - FABRICATED WOOD ROOF TRUSS TYPE 'H' 0 24" O.C. MAX., SEE SHEET S1.3 FOR TRUSS PROFILES. 10. INSTALL CONT. 2X6 PL ON TOP OF W18 CONN. W/ POWDER DRIVEN NAILS 016" O.C. STAGGERED, BEAR TRUSSES ON TOP OF PLATE & CONN. EA. TRUSS TO PLATE W/ 2- SIMPSON H2.5 CLIPS. 11. TS4X4X1 /4 COL UNDER BM. BRG. DOWN TO TOP OF FLOOR BM. BELOW, CONN. BM. TO TOP OF COL PER 7/S2.3. 12. 4 -2X6 STUD PACK UNDER BM. BRG. DOWN TO TOP OF FLOOR BM. BELOW. 13. 4 -2X6 STUD PACK UNDER BM. BRG. TO FDN. 14. 8X8 WOOD COL UNDER 8X14 BM. BRG. DOWN TO TOP OF 12X16 BM. BELOW, CONN. 8X14 TO TOP OF POST W/ 2 -3/4 "0 X 18' LAG BOLTS 0 4' C/C COUNTERSUNK INTO TOP OF 8X14 W/ 9" PENETRATION INTO TOP OF 8X8 COL., CONN. TO TO' OF CROSS BM. PER 18/82.4. 15. 012 0 24' O.C. MAX. 16. BIRD -MOUTH 4X12 JOIST ONTO BM. & CONN. W/ 1/2'0 X 12" LAG BOLT COUNTERSUNK INTO CL 012 W/ 6' PENETRATION INTO TOP OF BM. 17. SET TOP OF W12 FLUSH W/ TOP OF W24 & CONN. PER 8/S2.1 111 4 -2X6 STUD PACK UNDER STL BM. BRG. TO FDN., CONN. BM. TO TOP OF STUD PACK W/ 2 -1/2'0 X 6' LAG BOLTS 0 3' C/C THRU BM. BOT. FLANGE DOWN INTO TOP OF STUD PAC(. 19. TS4X4X3 /8 COL. UNDER BM. BRG. DOWN TO TOP OF HORIZ. TS BM. BELOW, SEE 17/S2.5. 20. TS5X5X3 /8 COL UNDER BM. BRG. DOWN TO TO' OF FLOOR BM. BELOW, SEE 16/S2.5. 21.1 314" X 14' M.L. LADDER - FRAMED JOISTS 016' O.C. MAX. PER 14/S2.5. 22. PRE - FABRICATED WOOD ROOF TRUSS TYPE 'M" 0 24' O.C. MAX., SEE SHEET S1.3 FOR TRUSS PROFILES. 23. MULTIPLE PRE - FABRICATED WOOD ROOF TRUSS TYPE "M", SEE SHEET S1.3 FOR TRUSS PROFILES. 24. BM. TO BM. CONN. W/ SIMPSON HWU&56/14 TOP FLANGE BM. HANGER W/ SEAT WT. 25. BM. TO BM. CONN. W/ SIMPSON HHUS410 FACE MOUNT BM. HANGER. 26.1 3/4' X 14" M.L. LADDER - FRAMED JOISTS 0 16" O.C. MAX PER 12/S2.5. 27.3 -2X6 STUD PACK UNDER BM. BRG. TO FDN. 28.3 -2X6 STUD PACK UNDER BM. BRG. DOWN TO TOP OF FLOOR BM. BELOW. TRUSS MFR. SHALL DESIGN GIRDER TRUSSES AROUND CHIMNEY FOR A UNIFORM LINE LOAD OF 750 PLF ON ALL SIDES OF CHIMNEY 29. CONN. RIDGE BM. TO CROSS BM. W/ SIMPSON HHUS410 FACE MOUNT BM. HANGER, MITRE VALLEY BM. TO SIDE OF RIDGE BM. & CONN. PER 25/S2.5. 30. BM. TO BM. CONN. PER 24/S2.5. 31. 3-1 314' X 9 1/2' M.L. HEADER OVER OPNG. BELOW. 32.3 -2X6 STUD PACK UNDER RIDGE BM. BRG. DOWN TO TOP OF BM. BELOW. 33. TS4X4X1 /4 CO_ UNDER BM. BRG. TO FDN., CONN. 8M. TO TOP OF CO. PER 21/S2.& 34.3 -1 3/4' X 14" M.L. HEADER OVER OPNG. BELOW. 35. TS4X4X1 /4 COL. UNDER RIDGE BM. BRG. DOWN TO TOP OF M.L. HEADER BELOW, CONN. RIDGE BM. TO TOP OF COL PER 7/52.3, CONN. COL TO TOP OF M.L. HEADER PER 2/S2.5. 28 ICI 2' -0" 27 z 0 28 2' -0" Iii 27 ® 26 2 MO C 00 M ICI ICI Ii1 25 iii ICI 25 lil vi x X 29. CONN. RIDGE BM. TO CROSS BM. W/ SIMPSON HHUS410 FACE MOUNT BM. HANGER, MITRE VALLEY BM. TO SIDE OF RIDGE BM. & CONN. PER 25/S2.5. 30. BM. TO BM. CONN. PER 24/S2.5. 31. 3-1 314' X 9 1/2' M.L. HEADER OVER OPNG. BELOW. 32.3 -2X6 STUD PACK UNDER RIDGE BM. BRG. DOWN TO TOP OF BM. BELOW. 33. TS4X4X1 /4 CO_ UNDER BM. BRG. TO FDN., CONN. 8M. TO TOP OF CO. PER 21/S2.& 34.3 -1 3/4' X 14" M.L. HEADER OVER OPNG. BELOW. 35. TS4X4X1 /4 COL. UNDER RIDGE BM. BRG. DOWN TO TOP OF M.L. HEADER BELOW, CONN. RIDGE BM. TO TOP OF COL PER 7/52.3, CONN. COL TO TOP OF M.L. HEADER PER 2/S2.5. NEV NM B40MI Consulting Structural 648 Pine Branches Cli Leland, NC 28451 910 -805 -6271 newkirk560gma1l.com SE N N r- I r7 27 z 0 N O V) 1 27 Z 26 ICI MO C 00 M I� 26 W vi x X W o zW C Q ,_ O M ICI 2' -0" 2' -0" ICI � N �H ICI ® 00 O 0 011 _ � ICI ICI W 06 ICI I1) 25 2 ICI 25 (il 47 N NEV NM B40MI Consulting Structural 648 Pine Branches Cli Leland, NC 28451 910 -805 -6271 newkirk560gma1l.com SE C) N N r- I r7 N O N 1 n z 0 N O V) 1 Q Z MO C 00 M A r` W vi x X W o zW C Q ,_ O M y C a � N �H C 0 r= N 00 O 0 011 _ � w W 06 °u M 47 N a � 000 M O O- W O 0' • +�- ,U U d a Q_ ;C M �t •r- F- F- Q 0 LLJ V W Z W C) N N r- I r7 N O N 1 n z 0 N O V) 1 Z P4 W V p A r` W Z W W o zW W 04 w p A LL W �H w ao W � w W 47 h ~' w QW O H C d a :D C) N N r- I r7 N O N 1 n N M N 1 d- N O V) 1 Z J 3t LL W m W 47 QW O C F_ :D F- F- Q LLJ W Z W L'' Z m U O S1.6 GENERAL NOTES ITEM CONTINUOUS 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE 2. REINFORCING BARS SHALL CONFORM TO A.S.T.M. A -615 GRADE 60 EXCEPT FOR #3 AND #4 BARS PERIODIC ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. ACI 318: 3.5 7.1 -7.7 WHICH MAY BE GRADE 40. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 3. ALL REINFORCING BAR BENDS MALL BE MADE COLD. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL 4. REINFORCING SPLICES SHALL BE MADE ONLY WHERE INDICATED ON THE DRAWINGS. ACI 318: Ch. 4 5.2 -5.4 DETAILS. ,..IIi,;,III,;,III'" X ONE TEST PER 50 C AISC 360, SECTION A3.3 #4 0 12' VERT. 0 CL WALL 5. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE AND SPACING OR 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE INT'L #4 DWLS. 0 12 ", LAP NUMBER AS THE VERTICAL REINFORCING AND SHALL BE TIED TOGETHER WITH WIRE. FORMWORK BUILDING CODE AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION X 1' -8" W/ VERTS. OF THE WORK. SOLD SAWN LUMBER .� 06 5. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE DETAILED REQUIREMENTS AS NOTED 1. ALL WOOD FRAMING SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATION 1704.3.3 IN THE PROJECT CONTRACT DOCUMENTS. i FOR WOOD CONSTRUCTION ", LATEST EDITION, RECOMMENDED BY THE "NATIONAL AWS D1.1 VISUAL - FIELD WELDED SHE CONNECTIONS FOREST PRODUCTS ASSOCIATION '. 6. A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. - COMPLETE JOINT PENETRATION ? ,a X 2. ALL WOOD STRUCTURAL MEMBERS SHALL BE MARKED HEM -FIR N0. 2 OR CONCRETE = M BETTER BY A RECOGNIZED (WCUB) GRADING AGENCY. 1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE 2#5 CONT. Q_ "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH 3. ALL SILLS AND PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE MODIFICATIONS AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. w TREATED DOUGLAS FIR. BOLTS SHALL BE PLACED 8' FROM THE END OF A BOARD 0 OF FROM A HOLE OR NOTCH GREATER THAN 1/3 THE WIDTH OF A PLATE, AND 2. ALL STRUCTURAL CONCRETE, INCLUDING FOUNDATIONS, WALLS AND SLABS ON GRADE PLANjA SPACED AT INTERVALS NOTED. SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 3/4' = 1' -0" S2.1 4. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. 3. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C -150 TYPE I OR TYPE II. 5. DOUBLE AND TRIPLE BUILT -UP SOLID SAWN WOOD MEMBERS SHALL BE SPIKED 4. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF TOGETHER WITH TWO 16 -D NAILS SPACED AT 16" STAGGERED. A.S.T.M. C -33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. 6. TYP. WALL ANCHOR BOLTS SHALL BE 1/200 X 12' 0 32" O.C. MAX. 5. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO A.S.T.M. C -94. 7. ALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED. 6. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 614 AND PROJECT SPECIFICATIONS. pREMANUFACTURED WOOD TRUSSES 7. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS: 1. WOOD TRUSSES SHALL BE MANUFACTURED IN ACCORDANCE WITH THE TRUSS PLATE A. CONCRETE PLACED DIRECTLY INSTITUTE REQUIREMENTS. AGAINST EARTH 3" CLEAR TO REINFORCING B. FORMED CONCRETE WITH 2. THE TRUSS MANUFACTURER SHALL PROVIDE SHOP DRAWINGS FOR REVIEW BY THE ARCHITECT EARTH BACKFILL 2" CLEAR AND ENGINEER PRIOR TO TRUSS FABRICATION. 8. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL 3. TRUSS DESIGN AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL SECURED IN POSITION PRIOR TO PLACING CONCRETE. ENGINEER PRIOR TO FABRICATION AND SHALL BEAR THE STAMP OF A COLORADO REGISTERED PROFESSIONAL ENGINEER. 9. LAP ALL REINF. AT SPLICES 32 BAR DIAMETERS U.N.O. 4. TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE ALL TRUSS TO TRUSS CONNECTIONS, REINFORCING FOR CONCRETE BLOCKING AND BRIDGING. 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE 'BUILDING 5. TRUSSES SHALL BE BRACED DURING CONSTRUCTION TO INSURE COMPLETE SAFETY AND CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST EDITION), AND THE "MANUAL STABILITY FOR ALL WIND AND GRAVITY LOADS. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' (C.R.S.I. LATEST EDITION) AS MODIFIED BY THE CONTRACT DOCUMENTS. .zc Q i o� I 2n r%1 A \I z_ Q� co 1 M zn MIA ►l 4► G" 2 TYP. VERT. BARS INTERSECTION SPLICE CORNER I' tAU" t "" UTAM. ki r SINGLE BARS NOTES: . THE 32 DIAM.(1' -6 ") MIN. CORNER BEND SHALL BE BASED ON INTERSECTION SPLICE CORNER LARGEST BAR SIZE IN CORNER SPLICE. 2. WHERE CORNER BARS (f-) ARE USED, PROVIDE ONE FOR EA. DOUBLE BARS HORIZ. BAR REQUIRING CORNER BEND. SIZE AND 32 DIAM. (2'- O'MIN.) BENDS SHALL BE BASED ON LARGEST BAR SIZE IN CORNER SPLICE. 3. WHERE TYP. VERT. HORIZ. BARS ARE SHOWN IN ABOVE DTLS. PROVIDE BARS OF SAME SIZE AND DETAIL AS SHOWN ON DRWGS. BUT NOT LESS THAN SIZE & SPACING SHOWN IN MINIMUM REINFORCING SCHEDULE WHERE REINFORCING IS NOT SHOWN. 2X6 0 160 1/2" PLYWOOD 2X6 P.T. PL Jt- SEE PLANA 2#5 CONT. #4 0 12" HORIZ. 0 CL WALL #4 0 12" VERT. #4 DWLS. 0 12% L.APj 0 CL WALL 1' -8" W/ VERTS. 00 ^ a 8" ^b 2#5 CONT. it I I1 I II I O SEE PLAN q[ SEE PLAN 6 I IIji3i fit i111 1 SEE PLAN 2#5 CONT. #5 0 12" HORIZ. 0 CL WALL #5 DWLS. 0 12% LAP 1' -8" W/ VERTS. #5 0 120 VERT. 0 CL WALL N N a- 8* 8" a J 2#5 CONT. O2 SEE PLAN 7 314' = 1' -0" S2. 2X6 0 16" 2X6 P.T. PL 2#5 CONT.� 1/2' EXP. JT CONT, TYP. SE,$, E PLAN - 4" AGGREGATE BASE COURSE, JI=1 11 =� 1= TYP. -111=11 I-1 I IEE SEE PLAN FOR #4 0 12" VERT. - SLAB & REINF. 0 CL WALL #4 DWLS. 0 12', LAP 1' -8" W/ VERTS. - i a- J 0 SEE PLAN ALTERNATE DWL BENDS IN FTG. TYP. 3/4" = 1' -0" CONT. P.T. 2X6 PL- 2#5 CONT. #5 0 10' HORIZ.- 0 CL WALL STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. 2. ALL W SHAPES SHALL CONFORM TO THE A.S.T.M. DESIGNATION A -992 DUAL SPEC, Fy = 50 ksi, ALL OTHER PLATES, ANGLES, CHANNELS AND BARS SHALL CONFORM TO A.S.T.M. A -36. 3. STEEL TUBE COLUMNS MALL CONFORM TO ASTM A -500, GRADE B. 4. ALL BOLTS SHALL CONFORM TO ASTM A -325. 5. BOLT HOLES IN STEEL SHALL BE 1/16' LARGER DIAMETER THAN NOMINAL SIZE OF BOLT USED. 6. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE SHALL BE LEFT UNPAINTED. 7. ALL WELDS SHALL BE IN CONFORMITY WITH THE CODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D.10 LATEST EDITION OF THE AMERICAN WELDING SOCIETY) AND ALL WELDS SHALL BE DONE BY THE ELECTRIC ARC PROCESS WITH E70 COATED ELECTRODES. STRUCTURAL DESIGN CRITERIA DESIGN CRITERIA 1. ROOF. DEAD LOAD = 15 PSF, LIVE LOAD = 85 PSF (SNOW) FOR SLOPES GREATER THAN 4.12 (TRUSS MFR. SHALL INCREASE IN HATCHED AREAS ON SHEET S1.5 FOR DRIFTING) LIVE LOAD = 100 PSF (SNOW) FOR SLOPES 4 :12 AND LESS. (TRUSS MFR. SHALL INCREASE IN HATCHED AREAS ON SHEET S1.5 FOR DRIFTING) 2. FLOOR: DEAD LOAD = 35 PSF, LIVE LOAD = 40 PSF. 3. DECKS: DEAD LOAD = 60 PSF, LIVE LOAD = 100 PSF. 4. WIND: 80 MPH, EXPOSURE "C ". 5. FOUNDATION DESIGN BASED ON SOILS REPORT PREPARED BY KOECHLEIN ENGINEERING, INC., DATED 10 /05/05, JOB NO. 05 -166, USING SPREAD FOOTINGS WITH AN ALLOWABLE SOIL BEARING PRESSURE OF 3,000 PSF BEARING ON GRAVELLY CLAYEY SAND OR SANDY, GRAVELLY CLAY. REFER TO THE PROJECT SOILS REPORT FOR ALL SOIL, EXCAVATION, FILL AND MATERIAL SPECIFICATIONS AND RECOMMENDATIONS. THE SOILS REPORT SHALL BECOME A PART OF THE PROJECT CONTRACT DOCUMENTS IN ITS ENTIRETY. 6. BUILDING CODE: 2009 IRC. 7. FROST DEPTH = 48 ". & SEISMIC ZONE: B. 1/2- PLYWOOD NAILED W/ 8d 0 4" EDGE, 120 FIELD, BLOCK ALL UNSUPPORTED PANEL EDGES, TYP. ALL EXT. WALLS SEE PLAN j% #4 0 12" HORIZ. 0 CL WALL CONC. FDN. WALL TYP. 8" 8" L •-2#5 CONT. CONT CONC. FTG. TYP. -2X6 0 16" PAN CRAWL SPACE GRADE #4 0 12' VERT. 0 CL WALL #4 DWLS. 0 12% LAP 1' -8" W/ VERTS. 8" 8" 00 r a- a J 0 2#5 CONT. -� 2' -0" 314' = 1' -0" BEND WALL VERTS. 2' -0" INTO SLAB 2' -0" BEND 2#5 CONT. PLAN - SEE PLAN FOR -I I -I I I_ 1 SLAB &REINF. .. -, -. #4 0 12" VERT. #4 0 12" HORIZ. 0 CL WALL 0 CL WALL #4 DWLS. 0 12", LAP 1' -8" W/ VERTS 00 • i 8" 8" • 2#5 CONT. o 3/4" = 1' -0" SEE ARCH. FOR -� STONE & MORTAR \ 2X12 BLKG. 2#5 CONT- SEE PLAN SEE ARCH. FOR W.P. MEMBRANE 6X12 JOIST, SEE PLAN 6X12 JOIST, SEE PLAN 3/4" = 1' -0' STRUCTURAL SPECBIAL INSPECTION REQUIREMENTS IBC SPECIAL CONCRETE ITEM CONTINUOUS PERIODIC --2X6 P.T. PL IBC REFERENCE REINFORCING STEEL PERIODIC EXT. FIN. ACI 318: 3.5 7.1 -7.7 1913.4 r_T_ GRADE CRAWL SPACE - 1911.5 - GRADE X ACI 318: Ch. 4 5.2 -5.4 ,III HIP I 1 11„11 1„ 1- ,..IIi,;,III,;,III'" X ONE TEST PER 50 C AISC 360, SECTION A3.3 #4 0 12' VERT. 0 CL WALL 1913.10 CURING TECHNIQUES CL X #4 DWLS. 0 12 ", LAP 1913.9 FORMWORK X X 1' -8" W/ VERTS. #4 0 12" HORIZ. 0 = 0 o .� 06 HIGH STRENGTH BOLTED CONNECTIONS c 0 CL WALL AISC 360 SECTION M2.5 1704.3.3 WELDING i X AWS D1.1 VISUAL - FIELD WELDED SHE CONNECTIONS 8" X AWS D1.1 VISUAL - COMPLETE JOINT PENETRATION ? ,a X Q_ a - CONNECTIONS = M Q J 2#5 CONT. Q_ z d w U 0 SEN PLANjA SEE PLAN L 9 3/4' = 1' -0" S2.1 3/4" = 1' -0' STRUCTURAL SPECBIAL INSPECTION REQUIREMENTS IBC SPECIAL CONCRETE ITEM CONTINUOUS PERIODIC REFERENCE STANDARD IBC REFERENCE REINFORCING STEEL PERIODIC X ACI 318: 3.5 7.1 -7.7 1913.4 EMBEDDED BOLTS X APPLICABLE ASTM - 1911.5 MIX DESIGN VERIFICATION 2#5 CONT. X ACI 318: Ch. 4 5.2 -5.4 1904.2.Z 1913.2 1913.3 CONCRETE SAMPLING AT PLACEMENT X ONE TEST PER 50 C AISC 360, SECTION A3.3 ASTM C172 ASTM C31 ACI 318: 5.6 5.8 1913.10 CURING TECHNIQUES CL X ACI 318: 5.11 -5.13 1913.9 FORMWORK X X ACI 318: 6.1.1 - STRUCTURAL STEEL STEEL FABRICATOR SHALL BE APPROVED BY THE TOWN OF VAIL THE SPECIAL INSPECTOR SHALL VISIT THE SHOP TO VERIFY COMPLIANCE WITH THE TERMS OF THAT APPROVAL IF THE FABRICATOR IS NOT APPROVED BY THE TOWN OF VAIL THE SPECIAL INSPECTOR SHALL INSPECT THE SHOP FOR COMPLIANCE WITH ALL OF THE STANDARDS SO THAT THE FABRICATOR MEETS ALL OF THE REQUIREMENTS OF THE TOWN OF VAIL FOR APPROVED STATUS. ITEM CONTINUOUS PERIODIC REFERENCE STANDARD IBC REFERENCE IDENTIFICATION MARKINGS TO CONFORM SEE PLAN X APPLICABLE ASTM HANGER PER SCHED. TO ASTM STANDARDS SPECIFIED IN ON S1.4 2#5 CONT. MATERIAL SPECIFICATIONS; o THE APPROVED CONSTRUCTION I� p AISC 360, SECTION A3.3 r o 0• `"'. DOCUMENTS C CL -0 M MANUFACTURERS CERTIFICATE OF C X - - COMPLIANCE 0 = 0 o .� 06 HIGH STRENGTH BOLTED CONNECTIONS c X AISC 360 SECTION M2.5 1704.3.3 WELDING V X AWS D1.1 VISUAL - FIELD WELDED SHE CONNECTIONS m X AWS D1.1 VISUAL - COMPLETE JOINT PENETRATION ? ,a X AWS D1.1 VISUAL - CONNECTIONS = M Q :2 PRE - FABRICATED WOOD ROOF TRUSSES SPECIAL INSPECTIONS NOT REQUIRED. ROCK VENEER, SEE ARCH. L8X8X1 /2 CONT. W/ 3/4.0 EXP. BOLTS 0 24' W/ 5" EMBED. TYPICAL ROCK VENEER SUPPORT DETAIL 3/4" = 1' -0" SEE ARCH. FOR - STONE & MORTAR SET CONT. P.T. 2X10 PL RIPPED TO WALL WIDTH CRAWL SPACE GRADE SEE ARCH. FOR W.P. MEMBRANE 2#5 CONT. #4 0 12" VERT. 0 CL WALL #4 DWLS. 0 12 ", LAP 1' -8" iV VERTS. #4 0 12" HORIZ. 00 0 CL WALL 8b a- 2#5 CONT a 0 PLAN 2X6 0 160 1/2" PLYWOOD 2X6 P.T. PL -� 2#5 CONT. 1 I I =�LI III I I- III #4 012 HORIZ. i -11 �-� 0 CL WALL #4 0 12" VERT. #4 OWLS. 012 ", .LAP 0 CL WALL 1' -8" W/ VERTS. io i 8" 8" I_ 0 r* '!' 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PAN THICKENED SLAB SEE PLAN 20 314" = 1' -0" S2. 3/4" = 1' -0" 2X6 0 16' STUD WALL /- 2#5 CONT. \- #4 0 24" _0" 10 Q N N r� N 0 N th O 04 O M In Q Z C 0 00 00 Q to x x C40D W O m r 0 Vi C O`0M 0 C �=0Q F4 O a D O dS �.. c � U W U N N N F.. 0 4 w M o0 • � Q U F CL } r � � a H F 0 U W LJ V) - 0 N N r� N 0 N th O 04 O M In Z W oA Q x C40D W W Ix o0 00 (I W U U J W V) Q 0 UJ F - 0 N N r� N 0 N th N M N d- 04 O M In Z Q (I WmW CE J W V) Q 0 UJ F H F Z W LJ W tl? Z U O U N S2.2 CONT. 2X6 P.T. PL W/ --\*"\ POWDER DRIVEN NAILS 0 16" SE�- E PLAN 200 THICKENED SLAB FTG. 3/4w = 1' -0" 94. 4 2' -0" 2X6 0 160 STUD WALL 2#5 CONT. #4 0 24' FRAMED BEAM CONNECTION SCHEDULE W BEAM DEPTH NO. OF BOLTS IN VERT. ROW SHEAR I rHICKNESS BOLT DIA. BOLT TYPE WELD SIZE "A" INCHES 5& 6 1 3/8" 3 4" A325 1/4 8 2 3/8" BCI BLKG. 0 24" O.C. P.T. 2X4 PL TIMBERSTRAND co 1/4 101214 3 3/8" SIMPSON ITT3511.88 TOP — - °° N 1/4 16 4 1/2" •� 1/2" PLYWOOD PL T i I1 ''rf' 2#5 CONT. 1/4 18 5 1/2" SEE ARCH. FOR 4 0 12- HORIZ. c 1/4 21 6 1 2" $2.3 314" = 1' -0w N V N co M 1/4 24 & 27 7 5/8" 5' N 0 CL 5" WALL Q- U 5/16 30 8 5/8" SEE PLAN f- 2#5 CONT. 1 1 5/16 33 9 5/8" } FLAT 5/16 36 1 10 5/8" 2' -0" u 5/16 NOTE: ASTM A325 HIGH STRENGTH BOLTS MUST BE USED IN ALL CONNECTIONS. 1/2- PLYWOOD CONT. 2X4 P.T. PL W/ POWDER DRIVEN NAILS 0 16" Y � _ 00 THICKENED SLAB 3/4" = 1' -0' SEE PLAN FOR BM. PER SCHED. BOLTS PER S61 • -SHEAR PL PER SCHED. 2X6 PL CONT. 2X6 PL W/ POWDER DRIVEN NAILS 0 16" O.C. STAGGERED 7/ /77� SEE PLAN�- CONT. 2X6 LEDGER- W/ 2 -16d EA. STUD SEE PLAN FOR STL BM. 3/4" = 1' -0' DBL 2X4 PL'S CONT. SIDE BY SIDE 2X6 0 16' ' 2X6 0 16" N v- th DBL 2X6 Q DBL 2X6 1/2" PLYWOOD PL P.T. 2X6 PL PL c � SEE PLAN -- - + 11 /Z SEE PLANik lip CONT. BCI BLKG. 0 24" O.C. P.T. 2X4 PL TIMBERSTRAND co 2X4 0 16' FLpT a, M RIM — SIMPSON ITT3511.88 TOP — - °° N - STUD WALL 1 /2w PLYWOOD DBL 2X6 •� 1/2" PLYWOOD PL T i I1 ''rf' 2#5 CONT. 06 2X6 0 16w L 2X6 0 16" SEE ARCH. FOR 4 0 12- HORIZ. c 25 3/4" = 1' -O' 52.3 STONE VENEER ® CL 5' WALL $2.3 314" = 1' -0w N V N co M #4 012- VERT. 5 O UJ 5' N 0 CL 5" WALL Q- U a Q. c 2 SEE PLAN f- 2#5 CONT. :2 4 0 24- 2X4 0 16" CL } FLAT Ld W W 2' -0" u li o vy Z CL CV SEE PLAN, -TOP FLANGE FIST HANGER 2 -2X8 CONT. EA. 1/2'0 THRU BOLTS SIDE W/ PLYWOOD 0 32w O.C. MAX. SPACER SEE PLAN FOR STL BM. 11 314' = 1' -Ow - PL 3/8X4XO' -9" ONE SIDE -AW4�xzwc FLAT SEE PLAN BCI BLKG. - BTWN. EA. SEE PLAN FOR JOIST JOIST 2X4 PL CONN. TO J ANGLE W/ POWDER DRIVEN NAILS 0 16w SEE 11 /82.2 FOR FDN. WALL 3/4" = 1' -0" 1/2" PLYWOOD DBL 20 PL'S - CONT. SIDE BY SIDE 2 -2X10 CONT.- SEE PLAN `� SIMPSON U610 FACE MOUNT JOIST HANGER 3/4' = 1' -0" 2 -2X10 CONT. L5X3 1/2 X 1/4 (LLV) CONT. W/ 3/4 "0 X 6' EXP. BOLTS 0 16" O.C. MAX. 2X6 0 16' DBL 2X6 PL SEE PLAN —TOP FLANGE JOIST HANGER > -1/2 "0 THRU BOLTS 0 32" O.C. MAX. 2 -2X8 CONT. W/ PLYWOOD SPACER -SEE PLAN FOR STL BM. 12 I I TS4X4X1 /4 COL SEE ARCH. FOR SEE PLAN [-SEE ARCH. FOR W.P. BASE PL 314X5X0' -10" 1 1/2' II FOR BM. STONE & MORTAR MEMBRANE W/ 2 -3/4 0 X 12" ANCHOR BOLTS 0 7" C /C. SET PL ON 3/4" GROUT 3/4" COL BRG. PL X BM. 1 4 9 WIDTH W/ 4 -3/4 "0 A325 4" 6X12 JOIST, BOLTS SEE PLAN J 3/8' FULL WIDTH WEB 2X12 BLKG' SEE PLAN - -- - -- -- - - -- FOR BM. 1 4 STIFF. EA. SIDE ogE PLAN 1 4 I ( 314' CO_ CAP PL X 6' WIDE DBL 2X6 PL------*' SEE PLAN R/4-7- W/ 2 -3/4 "0 A325 BOLTS FOR BM. 1/2" ( I 1 1/2' 2X6 0 16" w PL YWOOD SEE PLAN 3/8" FULL WIDTH WEB 1/2 STIFF. EA. SIDE FOR CO.. 16 rl 7 18 3/4' = 1' -0" 52.3 3/4" = 1' -0" S2.3 314" = 1' -0w $2.3 :— 3/8w FULL WIDTH WEB STIFF. EA. SIDE SEE PLAN FOR BM. FULL WIDTH WEB F. EA. SIDE 23 2X6 0 16" ' 2X6 0 16" N v- th DBL 2X6 Q DBL 2X6 Z PL PL c � SEE PLAN -- SEE PLAN CONT. TIMBERSTRAND CONT. BCI BLKG. 0 24" O.C. RIM TIMBERSTRAND co a, M RIM — SIMPSON ITT3511.88 TOP — - °° N FLANGE SST HANGER DBL 2X6 1 /2w PLYWOOD DBL 2X6 •� 1/2" PLYWOOD PL - PL 06 2X6 0 16w L 2X6 0 16" 24 c 25 3/4" = 1' -O' 52.3 3/4w = 1' -0" $2.3 314" = 1' -0w 3/4" = 1' -0' SEE PLAN $2.3 3/4' = 1' -Ow 5j" -CL COL — SEE PLAN FOR COL i/4 SEE PLAN 1/2' PLYWOOD CONT. 2X8 PL RIPPED TO BM. FLANGE WIDTH SIMPSON U610- FACE MOUNT JOIST HANGER SEE PLAN FOR M.L. BM. 2X6 CONT. EA. SIDE W/ 1/2- & 3/4" PLYWOOD SPACERS 3/4" = 1' -0" 2X6 0 16" DBL 2X6 PL SEE ARCH. FOR - STOdE & MORTAR SET DBL 2X6 PL SEE ARCH. FOR W.P. MEMBRANE If 2X6 0 16" 3/8" FULL WIDTH WEB STIFF. EA. SIDE —79- SEE PLAN 1/4N FOR BM. �- 3/4" COL CAP PL X 6" WIDE 1/4 W/ 2 -3/4 "0 A325 BOLTS 1/2 I I 1 1/2' SEE PLAN FOR COL. 7 3/4' = 1' -0" 2.3 3/8' FUI STIFF. EI SEE PLAN FOR BM. SEE ;A- - TOP FLANGE JOIST HANGER \-1/2-0 THRU BOLTS A 32" O.C. MAX. 2 -2X12 CONT. - SEE PLAN FOR STL BM. F CONT. 2X8 PL RIPPED TO BM. FLANGE WIDTH CONN. W/ POWDER DRIVEN NAILS 0 16" O.C. STAGGERED SEE PLAN �" - TOP FLANGE JOIST HANGER ` -1/200 THRU BOLTS 0 32" O.C. MAX. SEE PLAN FOR STL. BM. 1/2" PLYWOOD 2X6 0 16w SEE ARCH. FOR DBL 2X6 PL STONE & MORTAR SET SEE ARCH. FOR W.P, MEMBRANE — CONT. TIMBERSTRAND RIM TSIMPSON U610 FACE MOUNT JOIST HANGER SEE PLAN FOR BM. SEE ARCH. FOR STONE & MORTAR SET SEE ARCH. FOR W.P. MEMBRANE -� CONT. 2X6 PL CONN. W/ POWDER DRIVEN NAILS 0 16" O.C. STAGGERED SEE PLAN FOR -' STL. BM. 9 314" = 1' -ow 52.3 CL COL _ _ ___ BASE PL 314X5XO' -10' I — �-� �_� FOR COL. ( W/ 2 -3/4 0 X 12' _ T ( ANCHOR BOLTS 0 7" C /C. -- 1/4v { i SET PL ON 314 GROUT t4 I PAN CRAWL SPACE GRADE TS3X3X1 /4 X 1' -11" lil . , W/ 4 -3/4 "0 X Be _ EXP. BOLTS TO FDN. WALL 14 15 3/4' = 1' -0' 52.3 314" = 1' -Ow S2.3 I I SEE PLAN 3/8" FULL WIDTH WEB I FOR COL STIFF. EA. SIDE I I SEE P BASE PL 314X12X1' -0" FOR BM. 5 0 12' 4.C. MAX. 1 ( W/ '4-3/4 0 X Be EXP. 4 EA. WAY 1/4 ( BOLTS 0 9' C/C EA. WAY SET PL ON 3/4' GROUT WIDTH W/ 4 -3/4'0 A325 I I BOLTS I I 1 1/2- TS4X4X1 /4 COL. r2'1 3/4" = 1' -0" 52.3 214" SEE PLAN I J SEE PLAN 2X4 0 16' - ---' DBL 2X4 1/4' BENT "U" PL PL SADDLE W/ 3-3 f 4 "0 = OL SEE PLAN THRU BOLTS CONT. TIMBERSTRAND 1 4 RIM TS3X3X1 /4 X DBL 2X4 W/ 3 -314 "0 X Be PL EXP. BOLTS TO FDN. 2X4 0 16' WALL 28 29 314' = 1' -0' S2.3 S2.3 SE 4 0 W 0 A in W 1:4 o z Woo W u� HQ 04 z° ►--� H w a 00 W � � W W� �i `•` a 0 a +�' N v- N N v- 0 N v- th N v- O Q Z c #A M X -1 s tom. co a, M tc I - 0 — - °° N C ' N ,- co O co a •� - O Lf 06 c z U M v N V N co M ~' 5 O UJ N u Q- U a Q. c 2 t- f- Q :2 O CL } Ld W W u li vy Z CL 0 W 0 A in W 1:4 o z Woo W u� HQ 04 z° ►--� H w a 00 W � � W W� �i `•` a 0 a +�' N v- N N v- 0 N v- th N v- O Z -1 s CL W m W Q D t- f- Q :2 CL z Ld W W li Z CL U :3 0 A) 52.3 1/2- PLYWOOD N ►� 2X6 0 16" z 0 LrDBL DBL 2X6 A p PL SE w E PLAN - o C � aD a0 4 zW X 'x CONT. 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B TS DRIVEN NAILS 0 16' X 6" EXP. B TS 1/2 "� THRU 1/2 PLYWOOD 2 -2X6 PL JOISTS 0 24 O.C. 0 16 O.C. AX. 0 16 O.C. AX. BOLTS 0 32" SEE PLAN w w FOR BM. MAX. 2X6 0 16" i 1/2- PLYWOOD � O 7 8 9 ri0 ri1 rl2 3/4" = 1' -0' 52.5 3/4w = 1' -0" S2.5 3/4' = 1' -0' $2.5 3/4' = 1' -0" S2.5 3/4w = 1' -0' 52.5 3/4' = 1' -0' S2.5 W p A 2X12 BLKG. - -- 12X16 BM. 21" 2" w 94 SIMPSON H2.5 ' LET -IN 8X8 2' INTO I I I I I I U w A E-� Q o NOTCH IN BOT. OF x Z a EA. JOIST SIMPSON WP14 12X16 BM. 2 -3/4 "O X 18' LAG BOLTS p TOP FLANGE JOIST HANGER x _ - - 0 4 C/C 0 CL 12X16 CENTERED U FOR OVER -HANGS UP TO 1 3/4" X 14' M.L ON 8X14 BM. �' W AND INCLUDING 3' -0' LADDER -FRAMED 2 -2X6 PL EXTEND TRUSS TOP CHORD FLAT BOTTOM TRUSS JOISTS 0 24 O.C. SEE PLAN FOR t � &ADD 2X6 X 6' -0" TO SHOWN, MAX. w TRUSS 1/4' BENTA'U' PL I ( CONN. BM. TO TOP OF CONN. BM. TO TOP OF " a SCISSOR & 2X6 0 16 SIDE OF TRUSS TOP CHORD, PARALLEL CHORD W/ 2 -3/4 0 THRU I ( SD P� COL. PER 15/S2.5 COL PER 15/S2.5 2 -314 0 X 18 LAG BATS NAIL TOGETHER WITH 16d 2X BLKG. TRUSSES SIM. 1 /2" PLYWOOD BOLTS ( I FOR COL ON 12X12 COL 0 6" STAGGERED I I I I 2 -3j4 0 X 18 LAG 0 4 C/C 0 CL 8X14 CENTERED BOLTS 0 4 C/C H pal TS5X5X3/8 ( I TS4X4X3 /8 0 CIL 14 15 ( I I I LET -IN 8X8 2' INTO 2- SIMPSON H2.5 EA. TRUSS 3/4" = 1' -0' S2.5j 3/4" = 1' -0" 52.5 NOTCH IN SIDE OF ONE EA. SIDE OF TRUSS I I I I 12X12 COL. 2 -2X6 PL a 4 -314'0 X 12" LAG BOLTS I I 1 4 TS8X4X3 /8 1 4 i i TS8X4X3 /8 I 2X6 0 16' 0 6 C/C EA. WAY SEE PLAN SEE PLAN FOR OVER OVER I I - - - - - - - - - - - - - - - I 2 -3/4'0 X 12' LAG S -0" UP TO 3' -6" MAX. 1/2' PLYWOOD 2 I BOLTS 0 4' C /C, COUNTER - EXTEND TRUSS TOP CHORD 2 I ( 0° Co SINK & WOOD PLUG & ADD 1 3/4' X 5 1/2- I I - - - - - - - - - - - - - - - - M.L X 7' -0" TO SIDE OF � P� CL COL TOP CHORD, NAIL TOGETHER 12X12 COL W. 16d 0 6" STAGGERED I BASE PL 3�4X5X1' -2" I ( 2' -0" 2„ I 1 4 W/ 2 -3/4 0 X 12' I I SEE PLAN I I N N N N rl3 I ( S�ECH�ad 3/4- GROUT C I I FOR COL 16 rl7 rl8 °' N 0 M o 3/4" = 1' -0" 52.5 2 » SEE PLAN I I /4 3/4' = 1' -0" 52.5 3/4" = 1' -0" S2.5 3/4' = 1' -0' 52.5 D N N to FOR COL. Uj M M d- CL COL. I Z SEE 5/S2.1 FOR - �' w m w BASE PL 3 4X5X1'- ' BAL DTL I I i�� I I I I i W V) PER SCHED. I W/ 2- 3/4'0 X 12' INVERTED SIMPSON U410 H "A" 1 4 ( I ��� BOLTS 0 7 C /C. SEE PLAN FACE MOUNT JOIST HANGER PLAN E- i- Q M SET PL ON 3/4" T 1/2" PLYWOOD W/ SEAT CUT FOR BM. W Z Z w SEE SEE SCHED. 8/S2.3 4 -3/4 "0 X 12" LAG BOLTS " 2 U J i �- Q_ FOR SHEAR PL 0 6 C/C EA. WAY _ _ 2 -1/2 0 THRU ti O U I I I I= III -) I I -I I -I I BOLTS 0 EA. CONT 2X12 LEDGER U (, SD PLAN SEE 9/S2.1 FOR I1= III - III - III =I I 4X12 NAILED TO EA. TRUSS 3 -3r4 "0 THRU BOLTS BOLTS PER SCHED. FOR BM. BAL OF DTL- -� -� -� / I� 8/S2.3 I VERT W 5 -16d 0 4 C/C VERT T 3 -3r4 »0 THRU BOLTS SEE PLAN FOR 0 4 C/C VERT. ORDER TRUSS - i L4- -� �I I I II I I, I I, 1 4 2X6 0 16- TYP., ADD SEE PLAN SEE PLAN I ( I I-I I I I -I (- 2X6 STUD DIRECTLY SEE PLAN NOTE FOR FOR COL SEE PLAN 4X12 0 24" AGAINST EA. 4X12 W B1. TO Std. CONN. FOR - FOR COL ��� �� �� �� Sz ri9 2 21 22 23 24 25 3/4" = 1' -Ow 52.5 3/4' = 1' -0' 52.5 3/4' = 1' -0' 52.5 3/4' = 1' -0' 52.5 3/4' = 1' -O' 52.5 3j4' = 1' -0' 52.5 3/4' = 1' -0' 52.5 CL COL SEE PLAN — FOR COL 2#5 CONT. SEE 15/S2.2 FOR FDN. WALL BASE PL 314X5X0' -10" W/ 2 -3/4 0 X 12" ANCHOR BOLTS 0 7" C /C. SET PL ON 3/4" GROUT SEE PLAN' CRAWL SPACE GRADE ri-**"N 3/4" = 1' -0" $2.6 2X6 0 16' 3 -2X6 P.T. PL'S M.L. JOIST PER PLAN CRAWL SPACE GRADE J4 DWLS. 0 12 ", LAP - 1' -8" W/ VERTS. i a. a J 3/4" = 1' -0" 0 1/2" PLYWOOD P.T. 2X6 PL SEE PLAN 2#5 CONT. 8" 1 8" SEE PLAN f4 0 12" HORIZ. 0 CL WALL J4 0 12" VERT. 0 CL WALL 2#5 CONT. = 1' -0" 1/2" PLYWOOD INVERTED SIMPSON HUS412 FACE MOUN\ BM. HANGER W/ 2X10 BLKG. --, SEAT CUT BIRD -MOUTH —� BRG. �ClkmcfuN H25. DBL. 2X6 PL 2X6 0 16" 1/2" PLYWOOD 2X6 0 16" DBL. 2X6 PL NEWKW 8VCA Consulting Structural 648 Pine Branches C Leland, NC 28451 910- 805 -6271 newkirk560gmaA.com e SE a N N M N O N rj O N O K) LO Q Z Q � c r� p Q XO W J x w o° O a C? H ... c a (y) b N C 0 '— N o0 0 0 ...� H v 0 L dS C t- N U 0, a U C/) < M N 0 w M O . .� C1. U a Q L H ~ r p a 2 CL Z 0 W W V W W -4- 0 N N M N O N rj O N O K) LO Z Q � p Q W J x w z CL W U tx z N �o ►—� H w a o W � w w w a < A4 � a w F- H ~ H p a 2 -4- 0 N N M N O N rj N K7 N �t N O K) LO Z J �S CL W m W _1 W Cn < L: F- ~ H Q 2 CL Z W W W Z O a=! U co VVeltner Resmidence Are 1677 utt hr Creek Road Lot 1, Filing 1, Elenl'Zneimer Subdivision V a 5 . all, Colorado 1 . Cover 2,, Wall Locat*ion 3. General Yeh and Associates, Inc. Consulting Geotechnical Engineers 1525 Blake Avenue Glenwood Springs, CO 81601 Phone: (970) 384 -1500 Fax: (970) 384 -1501 I • Sheet Revision Date Revision/issue Elevation V"iew Typical Secti*or Details Designed For: Checked by BAY Drilling, Inc. Project Number: 212 -105 Drawn by: Dj Date: Checked by; RDJ ,dune 11, 2012 roj ect: Cover Weltner Residence ,. MAR Mix _73" 1 of 6 UWTS Of 06"JUANO ----------- - - - - - - - - - - - - WO 4 - - - - - - - M. -qq L__114WAO Unum 3"MUOU" W1 SCALD 1" = 20' mtor(Aw IV-cr (* UO to KWUNN IMUN" WALA - - go- Zoe *0 000000 000 *0 Notes: RE HYD, 000 000 1. Base plan by Scott S. Turnipseed, AIA d4 000 EWING WALLS TO 6 2. The proposed wall location is approxima, REMAIN. 0► based on field conditions. mom 0000%eo wow wow 3. The wall shall be constructed entirely wit APRIL a - - P boundaries. r4 #06 000000 4. This drawing should not be used for wall Sheet prevision Designed For: Date Revision/Issue Checked by B&Y DrUmg, Inc. Project Number: Yen n anu assuciates-, 111VO Consulting Geotechnical Engineers 1525 Blake Avenue Glenwood Springs, CO 81601 Phone: (970) 384-1500 Fax: (970) 384-1501 Drawn by: RDi Date: Checked by: RDJ June 11, 2012 Project: Weiner Residence 20 all p r*l 23, 2012. may vary Iding layout. Sheet Number: 2 of 6 piommmmimiyu num o 1.1 Ground nails -- Grade 75 threadb or or equivalent in accordance with ASTM Ali 5 and galvanized or epoxy- coated in q g accordance with ASTM A153 or bare Williams 32mm injection bars. fy= 75,000 psi 1.2 Grout - Grout may be neat -- cement or with sand, with Type 11 cement in accordance with ASTM 0150. water -- cement ratio should be between 0.4 and 0.6. f'c=1,500 psi minimum 3 day 'c =3,000 psi minimum 28 day 1.3 End hardware Nuts and washers shall be in accordance with ground nail manufacturer's recommendations. Bearing plate shall be in accordance with ASTM A36, Grade 36. 1.4 Shotcrete - Shotcrete mix shall consist of Type 11 cement in accordance with ASTM C150, potable water and normal weight aggregate in accordance with ASTM C33. Admixtures, if used, should be non -- corrosive to steel. f`c-= =4,000 psi (28-day strength) 1.5 welded wire mesh shall be in accordance with ASTM A185. 1.6 Walers and vertical bearing gars shall be in accordance with ASTM A615. fy 50,000 psi 1.7 Strip drains consist of 12"` wide dimpled cares wrapped in geotextile. The compressive strength of the core should be at least 20 psi when tested in accordance with ASTM D1621, and it's in-plane flaw capacity should be at least 10 gp /ft when tested in accordance with ASTM D4716. 1.8 Centralizers should be plastic that will provide free passage of grout and attached to the nails in accordance with the manufacturer's recommendations. Centralizers not required for injection bars. 2.0 Ground Nail Wall on Sequence 2.1 Excavate one lift to a maximum depth of five feet. 2.2 Install ground nails at the locations and to the lengths ShC}W n can the fans. Ground nail location rna vary b u o p }� � y p b ". Tremle the grout from the bottom of the hole up. Injection bars shall be installed using grout to flush drill hole with constant grout return during installation. 4.2 2.3 Install strip drains, welded wire mesh, wafers and bearing bars as shown on the drawings. Use plastic chairs to hold the welded wire mesh away from the soil as necessary. 4.3 Ground nail verification 2.4 Install shotcrete to the minimum thickness shown on the drawings and to attain the minimum coverages specified herein. Give special attention to filling the • v void in the borehole above the grout • weather protection measures line, Cold p may be necessary. 4.5 The ground nail wall may be redesigned at the discretion of Yeh and Associates based on verificati n test 2.5 Install the round nail end hardware after the minimum inside coverage specified herein has been attained. while the g 9 p shotcrete is still wet, embed the plate into the shotcrete surface until there is no void behind the plate. Handtighten the nut. Install remainder of shotcrete over end hardware to minimum specified thickness and minimum outside cover as specified herein. 2.6 Once the grout and shotcrete have attained 80% of their specific strengths, repeat 2.1 -2.5 to the bottom of the wall. 2.7 At the bottom lift, complete strip drains to daylight as shown on the drawings. Yeh and Associates, Inc. Consulting Engineers 1525 Blake Avenue Glenwood Spfings, CO 81601 (970) 384-1; :' to T=- I 1OR-41 R Me, Date I Revision/Issue 3.0 Ground Nail Wall Design Parameters 3.1 The round nail wall has been designed in general accordance with procedures contained in the FW A "Manual 9 � p for Design and Construction Monitoring of Soil flail walls ", Report No. FHwA-- SA -b069R. 3.2 The fallowing strength parameters walls were assumed for the subsoils based on the "Geotechnical nvestigation, Proposed Ackerman Residence, Lot 1, Lia Zneimer Subdivision, Fail, Colorado" by Koechlein Consulting Engineers, Inc., Project No. 05-166, dated October 5, 2005. 0 c (deg) psf Y quit pcf (psi) Clay Sails 20 200 125 15 An experienced geotechnical engineer should verify the above design parameters during construction., 3.3 Groundwater level was assumed to be below the base of the wall. 3.4 Factors of safety Global - FS > 1.3 Nail Tension Strength Factor - r-< N - 0.55 Nail Pullout Desistance Factor - cxQ = 0.50 Nail bead Strength Factor _ c< F - 0.67 3.5 Surcharge loading No surcharge loading was assumed. 3.6 Corrosivity was assured to be low. 4.0 Special Notes 4.1 Wall geometry used in design was based on information provided by Scott S. Turnipseed, AIA plans dated April 23o 2012. 4.2 At least one preproduction verification test shall be performed can a ground nail to verify the contractors installation method and nail pull --out resistance in accordance with FHWA-SA --96 -0696. 4.3 Ground nail verification and proof testing shall be performed in accordance with FHwA-- SA- b -OSgl 4.4 This design is valid only for B&Y Drilling at the subject site. 4.5 The ground nail wall may be redesigned at the discretion of Yeh and Associates based on verificati n test results, 4.6 Yeh and Associates is not responsible for maintaining slope stability above and below the ground nail wall during construction. 4.7 The contractors are responsible for field locating all nearby utilities. Conflicting utilities may require 9 nail wall redesign, at Yeh and Associates' discretion. 4.5 Yeh and Associates is not responsible for quality control, quality assurance, changed conditions, prolems resulting from improper construction techniques, or construction site safety. 4.9 Yeh and Associates is not responsible for wall layout. Designed For: y Checked b B Y Dr B n, Inc. Project Number: r I' Drawn by. Dj Date; Checked b June 11, 2012 RDJ General Notes 1 Sleet :Number. We trier Residence 1 3 of NAIL LENGTH SCHEDULE feet i Ground Nail Strip Drains 8320 8320 � -- A � 831 # ... _.... 8310 a� L u �► • 8... a WALL FACE AREA 893 sf 8290 --� --�-- �.._. ...� ... 82 NAIL LENGTH SCHEDULE feet MAXIMUM REINFORCEMENT HORIZONTAL VERTICAL MALL HEIGHT REINF BAREI+AENT LENGTH SPACING SPACING (DH) (RL) (SH ) (SV #7 GRADE 75 ALL— 8 FEET THREAD OR WILLIAMS SEE SHEET FEAT 5 FEET 32rx m INJECTION BAR TOP OF WALE. DESIGN HEIGHT =DH VARIES MAXIMUM= 8' � BATTER SHOTCRETE VERTICAL TO DEGREES sv sv 0 2' MAX PERMANENT: WALL FACING Yeh and Assoq*a ts In A Consulting rngmeers Blake Avenue Glenwood Springs, 80 (970) 384-1500 9 1 R > * m 4 � 1 +A s ` ,:mss .� s .. GROUND SURFACE VARIES TYPICALLY 2H: 1 V 0 degrees - i41!1�zi STRIP DRAINS SHALL BE 12—INCHES WIDE PLACED 10' ON CENTER AND SHALL NOT EXTEND WITHIN 18-- INCHES OF TOP OF SHOTCRETE 15 degrees .• ,,, DAYLIGHT STRIP DRAINS OR PIPED WITH 4" SCH. 40 TO O TFALL. SLOT 4" PIPE AND INSERT DRAIN STRIP AT EVERY LOCATION) Sheet Revision :. ! t B '' . 1 # Inc. Checked �• , Project Number: Drawn by RDj mate: Checked b y RDJ June 11, 2012 Project: muon- UP Weltner Residence VERTICAL BEARING BARS 2 506 *OC,,O "LONG OR EQUIVALENT) tT, MESH OVERLAP -- _4--4- 4- GROUND NAIL MIN 2 GRIDS t � I 1 I I WELDED WIRE FABRIC 4 "x4 "— W4.OxW4.0 NAIL HOLE DIAMETER = BAR DIAMETER + 1/4" FRONT VIEW FIELD INSTALL HORIZONTAL AL, BEARING BARS (2). CONTINUOUS 5 0 s" OC {OR EQUIVALENT s w r 2 IN. MIN. COVER STEEL BAR- HEX NIT SHOTCRETE OR CIP CONCRE"T"E GROUND NAIL CROSS SECTION A;-A Yeh and Associates, Inc Consulting Engineers 1525 Blake Avenue Glenwood Springs, CO 8160 Phone: (970) 384-1500 Fax.- (970) 384-1501 1 SHOTCRETE FACING ER 0 MAX. 10 ICI". O.C. AND CENTRALIZERS WITHIN 2 FT EPDXY COATED #7 ALL TH BARE WILLIAMS 32mm INJE 4 IN. MIN. *Mrk BAR GROUND NAIL_ DETAIL NOT TO :SCALE 3* MINIMUM CLEAR SHOTCRETE FAC • R MINIMUM B—D, .%f N «` t, 2 NO. 5 Vi • ` .. • • `''`� 2 -- NO WALE ING PLATE . ,.. « ,'` .., :« s ` SHOTCRETE *' s ' sr N.) COVER « DEL HEX NUT `. . • i. � f• i f �"'�yy�r E�+� f1i y �r k +� +� .� ;� ' • '•x CENTRALIZER .`. .• : (ALL—THREAD READ BAR ONLY W4.a .w .• IC ; R GEOCOMPOSITE DRAT SEE NOTES FOR REOL • FINISHED WALL SECTION NOT TO SCALE Sheet Revision designed For: .Date Revision/Issue Checked by Y Dr�n ,Inc. Project Number: Drawn by R j Date: Checked b Jane 11, 2012 RDJ Proj ect PSI t s s Number: Xt T • ING Y COMPRESSIVE STRENGTH 400t RTICAL BARS OR EQUIVALENT) R BARS (OR EQUIVALENT) BEAR OR NAIL GROUT 2 IN. (MI BAR WITH CENTRALIZERS (ALL —' NAIL GROUT « .i R siF 1 `x 1 4 4"`x4 " -W4.0X WELDED WIRE F`ABR STRIP I IREMENTS, Sheet Revision designed For: .Date Revision/Issue Checked by Y Dr�n ,Inc. Project Number: Drawn by R j Date: Checked b Jane 11, 2012 RDJ Proj ect PSI t s s Number: Xt T •