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HomeMy WebLinkAboutB07-0255 Plans pages 1-50A=09*25.3' R=1205.15' L=198.27' C LEN=198.02' SEWER MANHOLE 0920 INV=8164.3 RIM=8173.2 BASIS OF ELEVATION amu 0 P )w OP D (50' zM • • ROOF PEAKS A 82117 8 8217.4 C 8223.5 D 8214.6 E 8219.3 �lgl 41199 HIGHWAY 6 Se 24, EAGLE -NAIL P'O. BOX 1230 EDWARDS, CO. 81632 (970)949-1406 E SEWER MANHOLE ROCK WINDOW 12-5 WELT (TYP) PARCEL A� 0.1071 ACRES I , n IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared for SUNDEER CONSTRUCTION FOUND PIN SANITARY SEWERX ALUM. CAP WATER/GAS EASEMENT [-S#30091 '1 ' 5 Cl BOOK 192, PAGE 335 5' WITNESS COR. ­ 1� STAIRWAY 0 ,SEWER GAS 0 UNDER CONSTRUCTION tMANHOLE I METER 1 1 9' zM • • ROOF PEAKS A 82117 8 8217.4 C 8223.5 D 8214.6 E 8219.3 �lgl 41199 HIGHWAY 6 Se 24, EAGLE -NAIL P'O. BOX 1230 EDWARDS, CO. 81632 (970)949-1406 E SEWER MANHOLE ROCK WINDOW 12-5 WELT (TYP) PARCEL A� 0.1071 ACRES I , n IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared for SUNDEER CONSTRUCTION 0 56, I-V LOT 20A METER LOCATION C-) 1" TON 518q'—O" ale BON 8184'-0" rS _TF, Cz: n, LL IMPROVEMENTS ON LOT 20A TO 5E REMOVED AND RESTORED TO A NATURAL STATE. —j A lN BON 8188'-0" —0 0 Z I T, FOUND PIN AND CAP 8194.0 7�� - , I "' NINDON �14 FOUND PIN AND CAP L.S. NO. DRAINAGE SHALE WINDOW NELL I 1 LS. NO. 16827 LOT 25 HEATED 1 SQ. FT. \-\7-- 7v SITE DEVELOPMEN T 1 1 i M 153 5G2. SCALE 1 to'-o" LOT SIZE = .228 ACRES - 11, SO. FT. U w. 0 00 V) 0- 00 z 0 rN L) u Z C3 z > 0 > P4 0 C4() 00 H Lo 00 0 0 U (g)COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHT'S RESERVED THIS DOCEMENT, AND THE IDEAS AND DESIGNS 11MIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS TURPROPERTY OF STEVEN JAMES MEN A.I.A. ARCIIITECTP.C, AND IS NOT TOBE USED IN U1101J, OR PART WITHOUT TIM WRIT713 AUIIIORIZATIONOF STEVEN JAMES RfDEN THE CONTRACTOR SIIALLTI [OROUGHLY INSPECT AND SURVEY 13XIS71NG FBILD CONDITIONS TOVERIFY THAT THOSE SHOWN REFLECT L T WORK ON THE DRAWINGS, TlfE CONTRACTOR SHALLREFORT ANY VARIATIONS OR DISCREPANCIES TO nfE ARCHIIECTUFFORE PROCEEDING DRAWN BY: TA DATE-, MAY 23, 2007 ISSUE, DRE3 FINAL 0 REVISIONDATE fNaw, SDI O ■ m m a 0 0 T m W,Z 1526 , r FA PAP LAI m io por PA 24 ' 4 'd 0 0 0, m CA 0 o cn U) AA A7 SCALE 1/4 - 11-011 Ao K L0 I � 1 °� 261-0 LOWER LEVEL = 1 , 1 SQ. FT* GARAGE = 61 Q . FT. TOTAL = 1 S FT. •r I 01, 0 11 - - - - - - - - - - cn z cf) 00 z C) cn 0c) �� a �Q o � � (g) COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCEMENT, AND THE IDEAS ANDDFS NSITERENASAN INSTRUM SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A ARCHITECTPC� AND IS MOTTO BE USED N WHOLE OR PART WITIMUT THE WRITTEN AUTHORIZATION Of STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGH LY INSPECT AND SURVEY EXISTING FEILDC09DITIONSTOVERIFY THAT THOSE SHOWN REFLECT WORK ONTHEDRAWNGS THE CONTRACTOR SHALLREPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BETORE PROCELIANO DRAWN BY. TH DATE.' MAY 23, 2007 ISSUE-. DR5 FINAL li REVISION DATE INITIAL _ I I I _ I I \/ _ 1 I A _ f I I i I I AAA, A7 �� 40 - X 11 a n 3 1_011 I, 31-011 I. 1. 3 1 -011 1. 1. 31 -011 1. 41 -011 1 -011 21 —q11 1 21-011 1 . 1 2 -011 0 —q11 1 2 -011 1 1 2 1 -0 11 1 3 - _t 0 // 1 \K 0 DECK - o T .9 d 611 611 31 1 ,}y 2 U 1 21 - 1. 1 21 -611 1 1 21 -611 J 0 t r O 0 MAIM t U- > T _1 0 r 2 1 - 611 12 111 21 -611 12 2 -6 1 6 -0 <2 201 -1%11 - i I UPPER LEVEL 122 SQ. FT. ■ LIVING LEVEL GRFA SCALE 1 /411 _ 11 J L 1 I'V I 1 � / ZVAUWwiv / 9 may\ Il i LD - s � I 0 I 6 1 o o i r � r 1 O V? 0 s o I I 4 I I I I 25' -0 I 0 ' u? ti s v e � a' \\ \\ 20 \ LE FL = 1,831 SQ. FT. 71,4611 N11M. W w va � w a� cn 00 CA 0 U N N W Q COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED TInSDOCEMENT, ANDTHEH)EAS AND DESIGNS HEREIN, AS AN [NSTRUMENTOFPROFESSIONAL SERVICE., ISTAEPROPERTYOF STEVEN JAMES RIDEN A.I.A. ARCH3TTCF P.C, AND IS NOT TO BE USED EV WHOLE OR PART WMIOUT THE PMENAU"DIORMATIONOF STEVEN JAMES RIDEN THECONTRACTORSHALLTHOROUGHLY INSPECT AND SURVEY EXISTING FEILD CONDMONS TO VERIFT THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALLREPORT ANY VARIATIONS OR DISCREPANCM, TO 171E ARCUrrECT BEFORE PROCEEDING DRAWN BY. 1 H DATE,' MAY 23, 2007 DR5 FINAL fi REVISIONDATE INTnAL H H W ¢ ¢ Q w w M 00 H H �00d H H cn U CN Cj z 1—, > I } I } ( } ( } } ( } } I I 1 31 -011 1 m BMW O _1 f I I I I I I I I I I I I I I I I I ,11 - 611 II C 0 f co _1 K K 0 i UPPER LEVEL GRFA SCALE 1/4 = 1 - 2q -0 6 11 611 6 11 611 2' -0 1 2 -6 1 1 2 -6 1 1 2 -6 i 8' -0" i 2 -6 i 1 2 i.1 2 2 . 9 N 2 ml 111 - 73/411 31_0,1 q1 -61 oo (N i I F 5' -10 3'_01 I is WE r I i I ( I I I _O Vz i I � I A� / � I 1 1 I M 0 10 0 AA / A - - -- I r-- � Im ` r `0 % \ \ I N \ STRUCTURAL T)2,bSSES F='- 0 / \ �` rp 0 i m 3 r'r o1� i t I. } v) H U w H U :x � d Q w o m00 G/) X N H Oo �t H z z � L) z C) v rte- � z W oo w >o � w x W � z 00 V Q � C� � ►� W N N � C) COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCEMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENTOFPROFESSIONAL SERVICE, IS THE PROPERTYOF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C, AND IS NOT TO HE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF S'fT,VEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY DOMING FEILD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES, TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY., T44 DATE: MAY 23 J 2007 ISSDr. DR5 FINAL F REVISION DATE INITIAL Ce I Q GR 511 TO Em 11-1 ;:o I ?-'% 1 %. 1 r"N&— w I vi w I AI I %, I / (RE: PLAN TOTAL SHEETS) LONER LEVEL = 1,785 50. FT. LIVING LEVEL = 1 SQ. FT. UPPER LEVEL = 694 SQ. FT. *el'' GRFA DEDUCTIONS NEST UNIT LOWEST LEVEL / Al TOTAL AREA AREA 5ELON 2 3qq + 4 GARAGE CRAWL SPACE LOWER LEVEL ?EA BELOW GRADE: = 4 SQ. FT. = 2 SQ. FT. .513q = 61% 600 50. FT. 0 1,155 x 51% = 604 SQ, FT, TOTAL DEDUCTIONS TOTAL GRFA = 4, 310 SQ, FT. TOTAL DEDUCTIONS 1,204 SQ. FT, P OR FA M ALLOW A REM AINING P`GRFA 2,' FT- ��-- v/"'S — - . . - '' - —1-1 -- %, 1-11 *111-1f I. (RE; PLAN TOTAL SHEETS) 8,177' LEVEL - (ol I SQ. FT. 8,187' LEVEL = 6 1 1 50. FT. 8,18q' LEVEL = 1, q55 SQ. FT. 8,1017' LEVEL = 2,231 SQ. FT. TI-flaffl" 4 0141 GRFA DEDUCTIONS EAST UNIT LOWEST LEVEL / Al TOTAL AREA AREA BELOW 2,3qq + 4,668 GARAGE CRAWL SPACE LOWER LEVEL ;?,EA BELOW GRADE: : 4, 668 SQ. FT. = 2 30101 SQ. FT. 600 50. FT. = 0 1 x 51% = 1 1 002 SQ. FT. TOTAL DEDUCTIONS TOTAL GRFA = 5 SQ. FT. TOTAL DEDUCTIONS 1,602 SQ. FT. A,A EA'XTERIOR WALLS BELOW GRADE GRFA (N. ORTH &SOUTH) SCALE 3/16 = 1 1-011 (NO• TH & SOUTH) EXTERIOR WALL SURFACES = 2 SQ. FT. lVELOW GRADE EXTERIOR WALL SURFACES = I 165 SQ. FT. ........... .. ... z u w 00 m 00 In 0 00't 0 cf) z 0 U L) 44 z w a Co < C) [!- u < Z > O > < W V., P-q 0 C/) C/) 00 V) 11 c 00 0 > u (g)COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED - ITTISDOCEMENT, ANDTHEIDrAS AND DESIGNS HEREIN, AS AN INSTRUMENTOrPROFESSIONAL SERVICE, ISTHRPROPERIYOF STEVEN JAMES IUDEMAJA ARCHOTLTP.C. AND ISNOTTOBE USED IN WHOLE OR PART WOHOUT 'ITIE WRITTEN AUTHORIZATIONOF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY MISTING FMLD CO' NINTIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. TH11CONTRACTORSHALLREPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: T44 DATE: MAY 23 2007 ISSUE, DPB FINAL N REVISION DATE INITIAL SF4 7 SQ. FT. ALLOWABLE 254 BEAVER DAM RD. (NEST UNIT) 7,772 x .40 - 3,108 50. FT. GRFA TOTALS SOUTH UNIT (SECONDARY) (RE: PLAN TOTAL SWEETS) LONER LEVEL = 1 785 SQ. FT. LIVING LEVEL = 1 SQ. FT. UPPER LEVEL = 6014 SQ. FT. TOTAL = 4 1 310 SQ. FT. GRFA DEDUCTIONS NEST UNIT LONEST LEVEL / AREA BELOW GRADE: TOTAL AREA = 4, 668 SQ. FT. AREA BELOW = 2,3 SQ. FT. 2 + 4 = .513 = 51% GARAGE = 600 SQ. FT. CRAWL SPACE = 0 LONER LEVEL = 1,185 x 51% = 604 SQ. FT. TOTAL DEDUCTIONS = 1 1 204 SQ. FT. TOTAL GRFA = 4 1 310 SQ. FT, TOTAL DEDUCTIONS 1, 204 SQ. FT. PROPOSED GRFA = 3, 106 SQ. FT. ALLOWABLE GRFA = 3, 108 SQ. FT. PROPOSED GRFA 3, 106 SQ. FT. REMAINING GRFA 2 SQ. FT. ALLONABLE 254 BEAVER DAM RD. (EAST UNIT) 7,772 x .60 = 4, 663 SQ. FT. GRFA TOTALS NORT14 UNIT (PRIMARY) (RE: PLAN TOTAL SHEETS) 8,177' LEVEL = 611 SQ. FT. 8,187' LEVEL = 6 11 SQ. FT. 8,18q' LEVEL = I q55 SQ. FT. S, Iq7' LEVEL = 2,231 SQ. FT. TOTAL 5 SQ. FT, GRFA DEDUCTIONS EAST UNIT LONEST LEVEL / AREA BELON GRADE: TOTAL AREA = 4, 668 SQ. FT. AREA 5ELON = 2 SQ. FT. 2 + 4 = .513 = 51% GARAGE = 600 SQ. FT. CRAWL SPACE = 0 LONER LEVEL = 1 1966 x 51% = 1 1 002 SQ. FT. TOTAL DEDUCTIONS = 1 602 SQ. FT. TOTAL GRFA 5 SQ. FT. TOTAL DEDUCTIONS 1, 602 SQ. FT. PROPOSED GRFA = 3, 606 SO. FT. ALLOWABLE GRFA = 4 50. FT. PROPOSED GRFA 3 806 50. FT. REMAINING GRFA 857 SQ. FT. q' —o" .1%le l-Ll,XTERIOR R-Ar A (EAST& WEST) SCALE 3/16 = i t —O ff (EAST& WEST) ItELOW GRADE EXTERIOR EXTERIOR WALL WALL SURFACES SURFACES 1 ffl5 SQ. FT. 1 SQ. FT. 00 m C11 w M 00 z H Ca H � Lil ( n 00 > ON 0 P-ol u (D COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED TFUSDOCEMLNT, ANDTHRIDEAS AND DESIGNS ITEREK, AS AN [NSTRMIENTOEPROPESSIONAL SERVICE, IsluEPROPERTYof STEVEN JAMES IUDEN&LA. ARCHITECT P.C, ANDISNOTTOBS USED N WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDIN 7118 CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING F I, I LD CONDI TO VE RIFY wy THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. 'nit CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TW DATE, MAY 23, 2007 lssur_l DR5 FINAL N REVISION DATE INITIAL SF5 PLANT SCHEDULE SYM. COMMON NAME SCIENTIFIC NAME SIZE ogy. w Colorado Blue- Spruce Picea pungens 15' --0' ht. 5 0 Quaking Aspen Populus tremuloides 2"-3"cal. 6 W Tom Juniper Juniperus sobina tomariscifolia 5 gal. 7 .uL Gold Drop Potentillo Potentillo fruticoso forreri 5 got. 7 -e d Trees to be removed 10 2 Revegitation Native grosses and wildflowers 10,874 sq, ft. 6F p D Ag R NOT REVEGITATE SITE V41TH NATIVE GRASSES AND NILDFLOV4ER5. �5o' NOTE: EXISTING VEGETATION ; GRASSES SAGE AND SERVICEBERRY. ,NOTE: NO SOD ON SITE THERE FORE NO IRRIGATION REQUIRED. MH 0920 OUTLINE OF EXISTING RIM ELEV. = 8173.2' VEGITATION NOTE: REMOVED TREES TO BE REPLACED BY NEN 15'-0" TREES ,ANVERT IN = 8164.1 (BASIS OF ELEVATIONS) EQUAL TO THE HEIGHT OF THE TREE REMOVED. INVERT OUT = 8164.3' RADIUS = 1205.15' DELTA = 9*25'18" ARC = 198.27' TANGENT = 99.35' CHORD = 198.02' BRG = N82*20'36"E EXISTING PREMISE ID. (254) EXISI(NG 18" CMP ................................ 2 L \FOUND PIN AND CAP L.S. NO. 16827 LOT 24 BUILDING SETBACK 8174 �7 R < RELOCATE 5NOWELT LOT #23 0 501LER 5HED LOCK 7 M - L VILLA PE 1ST # NEW PROPERTY LINE E 0.569 ACRES 06 M 25;-0 00 r WILLOWS ^— _ r _ = -. �' ' ° — �� — — I Z A NOTE: EXISTING STREAM AND NILLOPqS AREA TO REMAIN. g6 LOT 20A C�. AFZ NOTE: ALL IMPROVEMENTS ON LOT 20A CA TO BE REMOVED AND RESTORED 0 TO A NATURAL STATE. Cf) j- 81 -OR b A \ � b < :5 19 8188.5 , ' / �„ - .,,,;,. EXISTING PATIO (REMOVE) x11 ,r'� • , ` ' • ". ' ' , ' I . ' . , , ' , " ' • . ' " . ' ' . , " , ` �. '. ---:•' � --+ ' -- ----__ ____ -__ ._--.- --..__ � UT NEW PROPERTY LINE, 8194. - 0" EXISTING BOULDER NALL BUILDING SETBACK 8195.5 BUILDING SETBACK LIMIT OF DISTURBANCE 8198— 10 NOTE: EXISTING TREES (SMALL TO MEDIUM) NEST OF PRIMARY UNIT FOUND PIN AND CAP L.S. NO. ????? LOT 21 POSTSt V LONG ^4 WOOD OR 1.3 LOS./FT. S17 10 O.C. (MAX.) FILTER FABRIC- 42' HIDE TENSILE STRENGTH 120 LOS. EOVALENT OPENING SIZE 70 WIRE ME514s 42' WIDE 6 MESH (MAX.) 14- CvUAr*E WIRE (MIN.) STAPLES (FOR WOOD WOOD POSTS) HEAVY DUTY 1 LONG (MIN.) WIRE (FOR STEEL POSTS) General Landscape Notes Trees and shrubs shall be planted in pits 1 1/2 times the size of the plant rootball and backfilled with a combination of topsoil, well rotted manure and compost. All trees shall have a well a minimum of 4" deep, comparable in size to the drip line of the tree. All deciduous trees shall be staked with V steel ' posts and guyed with #14 gouge galvanized wire and 1 1/2" x 18" nylon tree straps. After installation all newly planted trees shall be rootfed with a liquid root growth stimulator containing vitamin 5-2 as well as a slow release fertilizer. All shrub beds shall be lined with weed prevention mat prior to �/� being-topdressed. All tree wells and shrub beds shall be topdres5ed with a minimum of 3" of bark mulch. Herbaceous planting beds shall be topsoil, tilled to a depth of 6" and be rock free. A mixture of compost and well rotted manure should be tilled into the planting beds ( I cubic yard compost per 350 s.f., one cubic yard manure per 250 s.f.). All herbaceous planting beds shall be topdressed with 1/2" block Colorado humus peat . All disturbed areas designated on the Landscape Plan to receive native gross treatment ofthe recommended seed mix, and shall be revegetated by sowing the seed mixture at a rate of 114 pounds per linear sqpore acre. One application of 18-46-0 fertilizer shall be broadcast prior to seeding at the rate of 7 tbs./1000 s.f. All revegitated areas shall be mulched with 2-3" of weed free hay or straw, All mulched area shall be treated with on approved organic tockifier at the rate of 120 1 bs, /acre. All newly planted shrubs and trees shall recieve drip irrigation. All sod areas shall receive spray irrigation with 100% overlap. This system shall be automatic. Sprinkler system to be Design Build. Before any site excavation any existing plant materials shall be excavated and bagged for proper root protection and stored with topsoils where indicated on plans. Trees to be moved, shall be over dug to the extent of the drip edge and immediately planted as described above and watered during construction. Should the transplanting fail, a replacement shall be installed of equal size or multiple, planting to obtain equal size, of the existing (failed) tree. 11UND PIN AND CAP 16827 AN HEATED = 1 50. FT. :��.� LANDSCAPE DEVELOPMENT PLAN MIN. REQUIRED = 153 50. FT. T PROPOSED = 32q SQ. FT. (7 J'M* / R1F.VF.Cjr1T1 TTI*N PLAN) 14• 1 EROSION FENCE DETAIL LANDSCAPING: LOT 23A, LOT SIZE = .228 ACRES = q, q31 50. FT. MINIMUM ALLONABLE = 60% = 5 SQ. FT. PROPOSED = 62% OR 6 Iq3 SQ. FT. SCALE 111 = 101-011 I/r FAMM NM W NYWN $TftAM- J4 GA IM 44YMMM gltf VLOVOWME STAKIS It TREea 2 1/2CAUPVt OR UNM 6'$TM!L T-POST STAKES FOR IW" 2 In' CALMER OR OVER 24' !STEEL STAKE TREE STAKING 2" < 0 , C/) X c C Z �•. W 0 a ir > 0 > 0.4 W C/) Cn � H Z 7' > > 0 �4 0 U U C) P4 > > 0 *4 (g)COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT Of PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.LA, ARCHITECTP.C, ANDISNOTTOBE USED IN WHOLE OR PART WMIOUT THE WRITTEN AUTHORIZATION Of STLVL'4J&MESRIDEN TH CONTRACTOR SHALL THOROUGHLY NSF'CCr AND SURVE EXI STING FIELD C0 TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS, THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECTBEFORE- PROCEEDING DRAWN RY, TW DATE JUNE 25, 2007 ISSUE" PERMIT REV.1 9 REVISION DATE Nnut, I JULY 27, 2007 T44 2 JULY 50, 2007 TN 13 0 % ; W HEATED = 1 50. FT. :��.� LANDSCAPE DEVELOPMENT PLAN MIN. REQUIRED = 153 50. FT. T PROPOSED = 32q SQ. FT. (7 J'M* / R1F.VF.Cjr1T1 TTI*N PLAN) 14• 1 EROSION FENCE DETAIL LANDSCAPING: LOT 23A, LOT SIZE = .228 ACRES = q, q31 50. FT. MINIMUM ALLONABLE = 60% = 5 SQ. FT. PROPOSED = 62% OR 6 Iq3 SQ. FT. SCALE 111 = 101-011 I/r FAMM NM W NYWN $TftAM- J4 GA IM 44YMMM gltf VLOVOWME STAKIS It TREea 2 1/2CAUPVt OR UNM 6'$TM!L T-POST STAKES FOR IW" 2 In' CALMER OR OVER 24' !STEEL STAKE TREE STAKING 2" < 0 , C/) X c C Z �•. W 0 a ir > 0 > 0.4 W C/) Cn � H Z 7' > > 0 �4 0 U U C) P4 > > 0 *4 (g)COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT Of PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.LA, ARCHITECTP.C, ANDISNOTTOBE USED IN WHOLE OR PART WMIOUT THE WRITTEN AUTHORIZATION Of STLVL'4J&MESRIDEN TH CONTRACTOR SHALL THOROUGHLY NSF'CCr AND SURVE EXI STING FIELD C0 TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS, THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECTBEFORE- PROCEEDING DRAWN RY, TW DATE JUNE 25, 2007 ISSUE" PERMIT REV.1 9 REVISION DATE Nnut, I JULY 27, 2007 T44 2 JULY 50, 2007 TN 13 STEVEN JAMES KHDEN POST OFFICE BOX 3 23 8 VAdL. CO, 81658 ¢g7oD 9 4941 2 1 0 � I� 1 1 � TOPOGRAPHIC SURVEY SDI SITE DEVELOPMENT PLAN L1 LANDSCAPE DEVELOPMENT PLAN L1.1 LANDSCAPE DEVELOPMENT PLAN (DEMO - REVEGITATION) ELP EXTERIOR LIGHTING PLAN C001 SEWER MAIN RELOCATION EXISTING CONDITIONS C002 SEWER MAIN RELOCATION PLAN AND PROFILE C003 SEWER MAIN RELOCATION CONSTRUCTION DETAILS Al LOWER LEVEL FLOOR PLAN A2 LIVING LEVEL FLOOR PLAN A3 UPPER LEVEL FLOOR PLAN A4 ROOF PLAN AS NORTH /WEST ELEVATIONS A6 SOUTH /EAST ELEVATIONS A7 BUILDING SECTIONS AA / BB / CC A8 NORTH /EAST ELEVATIONS (3/1611 =I 1 A9 SOUTH !WEST ELEVATIONS (3/16" = 1' -0 ") A10 WEST ELEVATION (PRIMARY UNIT) All ARCHITECTURAL DETAILS Al2 ARCHITECTURAL DETAILS 0 MH 0920 RIM ELEV. = 8173.2' INVERT IN = 8164.1' INVERT OUT = 8164.3' 8173.5 .,...- ° 8174.3 { R ADIUS i DELTA • • AR , TANGENT = 24.62' CH ORD = .. B • ! 4 • " (BASIS OF ELEVATIONS) 8172.6 _,,,..... 18" Cmp EGEN D x LIGHT POLE fr ` #� TREE (EVERGREEN) MANHOLE (SEWER) TREE (DECIDUOUS) METER (GAS) BUILDING /FOUNDATION ------ . _._. , . _._ ._ CANTILEVER _ ._......._ — — — — _....._. — — DECK " ' --- — DRIVEWAY /EOA PROPERTY LINE PROPERTY LINE (ADJOINING) DITCH (FLOWLINE) RESUB. LINE DA ( 50 t R- 8170.8 8171.5 RADIUS .1 DELTA = 9'25'18" ARC = 198.27' TANGENT = 99.35' 8168 8167.9 CHORD = 198.02' BRG = N82'20'36"E J"" __-- _- ____ 8� :,i''•f 8170.0 FOUND PIN AND CAP L.S. NO. 16827 AREA OF WETLANDS 10 GRAPHIC SCALE 0 5 10 20 ( IN FEET ) I inch = 10 it, LOT 24 0 NOTES: 1) DATE OF TOPOGRAPHY: 4/12/2007. DATE OF WETLANDS LOCATES: 4/22/2004. 2) BASIS OF ELEVATIONS: SEWER MHO92O, RIM ELEV. = 8173.2', INVERT IN = 8164.1' INVERT OUT = 8164.3' (SEE DRAWING). 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 4) GORE RANGE SURVEYING LLC DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS OF WAY OF RECORD. THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY, 6) AREA OF WETLANDS SHOWN HEREON PER FIELD MARKINGS PROVIDED BY WATERSHED ENVIRONMENTAL CONSULTANTS, FOUND PIN AND CAP L.S. NO. 16827 IMAM SURVEYOR'S CERTIFICATE 1, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. I SAMUEL H. ECKER c+ COLORADO P.L.S. No. 30091 00' 1' FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC" ' r« Y4t LAO • .• Q) a c� 03 Q) r • it w � i • s.: ro m 4 Q) a c� 03 Q) C s.: ro m 4 EXISTING 4'-0" CONCRETE PAN N/ 2" INVERT, NO HEAT ELECTRICAL LINE (VERIFY)-- WATER LINE (VE91EY — 72 NOTE: PROVIDE SEPARATE ZONE, MARKED -D AT THE CONTROL BOX FOR HEATED DRIVE IN TOV RIGHT-OF-PI RELOCATE GAS METER--" VERIFY LOCATION TON 8178'-0" BOW 8175'-0" v 36" CONC. HALF CULVERT — SEWER MANHOLE TOW 5180 BON 8177'-0" 8178'-O"CONTOUR RADIUS = 1205.15' DELTA = 9'25'18" ARC = 198.27 TANGENT = 99.35' CHORD = 198.02' BRIG = N82*20'36"E ROAD D AM A\JF—R (50 MH 0920 ` - -- .......... RIM ELEV. - 8173.2' OUTLINE OF EXISTING INVERT IN - 8164.1' VEGITATION INVERT OUT - 8164.3' (BASIS OF ELEVATIONS) FOUND PIN AND CAP • STING 18" CMP EXISTING PREMISE ID. (254) L.S. NO. 16827 LOT 24 - -- _ - - ---- - - _ ,, I SITE COVER BUILDING SETBACK PAL RESIDENCE 254 BEAVER DAM R.D. JUNE 17, 2008 SITE: .56q ACRES x 43,660 = 24,785 SQ. FT. ALLOWABLE SITE COVERAGE --- LOT #23 1. 1 24,786 x .20 = 4, q57 SQ. FT. RELOCATE SNONMELT of BOILER SHED LOCK #7, VILLA PE 1ST cn SN 5 0) EXISTING BUILDING FOOTPRINT EAST UNIT (PRIMAR I V/ 25 on ` F 1 0.569 ACRES NEW PROPERTY LINE 2,752 SQ. FT. rri BUILDING =)lPfn Al—f)ll 817q'-O" 111 ' �.1G \ ma y..• B1 LOT 20A METER LOCATION 0 P. TON 818q'-O" 5OV4 5184'-0" NOTE: ALL IMPROVEMENTS ON LOT 20A (1 TO BE REMOVED AND RESTORED TO A NATURAL STATE. 0-) TON 5OV4 8188' -0" b"\,6 � EXISTING PATIO (REMOVE) TOW 8Iq6'-0" BOW alaq ITE COVERAGE I / 83(o +�►'Q: �* a / / �i % TOTAL SITE COVERAGE 1 SQ. FT. it �,� . • ° ,�' %�.. • RD vp�vzr' V-O 1 qq7 S. 53 S. - I SQ. F . REM I I G 4 CAT" 4�Z K W-PtIM21 gp IF EXISTING BOULDER WALL -- --'° BUILDING SETBACK TOW 8Iq8'-0" BON 81%'-0" — 8198— FOUND PIN AND CAP L.S. NO. ????? TOW blq5'-4" PATIO BON 81 bq'-4" 8190 1 (VERIF < T - NEV4 PROPERTY LINE In WOW --- 7! T -- \"Vt/ NINDCDJIIIII WELL DRAINAG� SCALE HEATED STONE PA LOT 21 BUILDING SETBACK LIMIT OF DISTURBANCE EXISTING BUILDING OUTLINE LOT 22 SNOW STORAGE: TOTAL ROAD = 1 SQ. FT. HEATED = 1 SQ. FT. MIN. REQUIRED = 153 SQ. FT. PROPOSED = 32q SQ. FT. LANDSCAPING: LOT 23A, LOT SIZE .228 ACRES = qq31 SQ. FT. MINIMUM ALLOWABLE = 60% = 6,q5q SQ. FT. PROPOSED = 62% OR 6 Iq3 SQ. FT. SITE DEVELOPMENT PLAN SCALE lff = 101-011 ,,ROUND PIN AND CAP L.S. NO. 16827 LOT 25 ENTRY ROOF = 178 SQ. FT. Co (.0 SITE COVERAGE - 2,782 SQ. FT. z + 178 SQ. FT. TOTAL SITE COVERAGE = 2, 060 SQ. FT. REMAINING SITE COVERAGE: ALLOWABLE 4, g57 50. FT. PRIMARY UNIT -2,q(oO SQ. FT. GK REMAINING = 1,19 SQ. FT, -- � 't l� '� _ _ _.,_. � PROPOSED BUILDING FOOTPRINT NEST UNIT __.. 1 - 6 - = I 836 SQ. FT. N> BUILDING PROJECTIONS OVER 4-0" ENTRY ROOF = 17 SQ. FT. ITE COVERAGE I / 83(o +�►'Q: �* a / / �i % TOTAL SITE COVERAGE 1 SQ. FT. it �,� . • ° ,�' %�.. • RD vp�vzr' V-O 1 qq7 S. 53 S. - I SQ. F . REM I I G 4 CAT" 4�Z K W-PtIM21 gp IF EXISTING BOULDER WALL -- --'° BUILDING SETBACK TOW 8Iq8'-0" BON 81%'-0" — 8198— FOUND PIN AND CAP L.S. NO. ????? TOW blq5'-4" PATIO BON 81 bq'-4" 8190 1 (VERIF < T - NEV4 PROPERTY LINE In WOW --- 7! T -- \"Vt/ NINDCDJIIIII WELL DRAINAG� SCALE HEATED STONE PA LOT 21 BUILDING SETBACK LIMIT OF DISTURBANCE EXISTING BUILDING OUTLINE LOT 22 SNOW STORAGE: TOTAL ROAD = 1 SQ. FT. HEATED = 1 SQ. FT. MIN. REQUIRED = 153 SQ. FT. PROPOSED = 32q SQ. FT. LANDSCAPING: LOT 23A, LOT SIZE .228 ACRES = qq31 SQ. FT. MINIMUM ALLOWABLE = 60% = 6,q5q SQ. FT. PROPOSED = 62% OR 6 Iq3 SQ. FT. SITE DEVELOPMENT PLAN SCALE lff = 101-011 ,,ROUND PIN AND CAP L.S. NO. 16827 LOT 25 PLANT SCHEDULE SYM. COMMON NAME SCIENTIFIC NAME w Colorado Blue Spruce Picea pungens 0 Quaking Aspen Populus tremuloides Tom Juniper Juniperus sabina tomariscifolia Gold Drop Potentilla Potentilla fruticoso forreri Trees to be removed Revegitation Native grosses and wildflowers Revegitation Match conditions of Lot 20A EXISTING 4-0" CONCRETE PAN W/ 2" INVERT, NO HEAT ELECTRICAL LINE (VERIFY)�-� WATER LINE (VERIr 5.r SIZE C)"Ty. 15' -0' ht. 7 NOTE: REVEGITATE SITE WITH NATIVE GRASSES AND WIL DFL OWERS. 01 2"-3"cal. 12 NOTE: EXISTING VEGETATION ; GRASSES SAGE AND SERVICE5ERRY. NOTE: NO SOD ON SITE THERE FORE NO IRRIGATION REQUIRED. 5 got. 7 NOTE: REMOVED TREES TO BE REPLACED BY NEW 15'-0" TREES RADIUS = 1205.15' 5 gal. a EQUAL TO THE HEIGHT OF THE TREE REMOVED. DELTA = 9*25'18" ARC = 198.27' 10 TANGENT = 99.35' CHORD = 198.02' 5,274 sq, ft. BRG = N82*20'36"E,,-- AV E R D P\ P\ 35cl scl, ft. 0 ) P (5 MH 0920 RIM ELEV. - 8173.2 OUTLINE OF EXISTING NVERT IN - 8164.1' VEGITATION — INVERT OUT - 8164.3! Vr miamm "M W NYWN STRAM 14 QMW WL0DQ*P= 15TAKIIS PLR 2 1/2'CAUPER OR UNM 6%TVIL 'r-MOT $TAM MR TRIM 2 W CALnMt OR OM 20 VT1ea. STM9 TREE STAKING ev S1i4kLL W WM IN INIM PLACIMS (BASES tit ELEVAIIONS) ®- - --- ---- -- - -- — -- I FOUND PIN AND CAP Pm&&STING 18" CMP -- EXISTING PREMISE ID. (254) L. Na. 18827 LOT 24 BUILDING SETBACK General Landscape Notes �� °" '� , \ � __- -- I Trees and shrubs shall be planted in pits 1 1/2 times the size of -°" �• 0 0 V C the plant rootball and backfilled with a combination of topsoil, NOTE: PROVIDE SEPARATE ZONE, MARKED RELOCATE SNOWMELT LOT #23 well rotted manure and compost. All trees shall have a well a ri BOILER SHED - VALL VILLAPE IIST 1 minimum of 4" deep, comparable in size to the drip line of the FOR HEATED �-r , i... I AT THE CONTROL BOX LOCK #7� DRIVE IN TOV RIGHT-OF-HAY. STOR j NEW PROPERTY LINE 0.569 ACRES tree. All deciduous trees shall be staked with 6' steel ' 3 posts and guyed with #14 gauge, galvanized wire and 1 1/2' x 18' rn RELOCATE GAS METER- nylon tree straps. After installation all newly planted trees VERIFY LOCATION shall be rootfed with a liquid root growth stimulator containing vitamin 5-2 as well as a slow release fertilizer. TON BON 8175` - " 00 I ca All shrub beds shall be lined with weed prevention mat prior to being topdressed. All tree wells and shrub beds shall be Y topdressed with a minimum of 3" of bark mulch. HE T RIVE 81791' (� � �'' Herbaceous planting beds shall be topsoil, tilled to a depth of 36" CONIC. HALF CULVERT G w 6" and be rock free. A mixture of compost and well rotted manure 1 �`'A ��. \ \ / �\ •�' --_ -� should be tilled into the planting beds ( I cubic yard compost SEWER MANHOLE per 350 5.f., one cubic yard manure per 250 5.f.). All L -° r ��\ I /� ! � -° /� ` °� ` °° — herbaceous planting beds shall be topdressed with 1/2" black TOW 8180 I o il BOW 81771-0" Colorado humus peat VIST All disturbed areas designated on the Landscape Plan to receive, 8178 native grass treatment ofthe recommended seed mix, and shall be t 4�- li6of 6 revegetated by sowing the seed mixture at a rate of 114 pounds ' / j\ } 1 ��` I I per linear sqpare acre. (n LOT 20A CAW 2 o 0 One application of 18-46-0 fertilizer shall be broadcast prior to METER LOCATION 4 seeding at the rate of 7 lbs./1000 s.f. All revegitated areas shall TOW 81891'-0" be mulched with 2-3" of weed free hay or straw. All mulched area .. � • ��• o � dy 1 R SOW 8154'-0" shall be treated with an approved organic tackifier at the rate, of 120 lbs./acre. NOTE: ALL IMPROVEMENTS ON LOT 20 (A 0 Vol- < TO BE REMOVED AND RESTORED All newly planted shrubs and trees shall recieve drip irrigation. 0 TO A NATURAL STATE. t 4g,VA P-Oof All sod areas Shall receive spray irrigation with 100% overlap. This system shall be automatic. Sprinkler system to be Design Build. DRAINAGE SNALE ore Bef ore EXISTING WEIR LOCATION any site excavation any existing plant materials shall be o excavated and bagged for proper root protection and stored with TON 81891-011 FLAGSTO A✓ "50N - 13189 , B1 94— topsoils where indicated on plans. • PATIO 0-6— SOW 8188`_0" Trees to be moved shall be over dug to the extent of the drip edge EX15TING PATIO (REMOVE) 5195 1 522 - 3 1-5 1/2 and immediately planted as described above and watered during (VERIFY �-To AY o construction. Should the transplanting fail, a replacement shall be installed of eqpal size or multiple planting to obtain equal size of TON 81951-01, ul the existing (failed) tree. 50N BIB9 I n 0 3 NEW PROPERTY LINE 0, FOUND PIN AND CAP 0 L.S. NO. 16827 EXISTING BOULDER WALL Z BUILDING SETBACK LOT 25 BUILDING SETBACK LIMIT OF DISTURBANCE TOW Blq8'-0" EXISTING BUILDING OUTLINE BON BI915 8198— b. ` °' TON 8195'-4" BOW Bl8q'-4" FOUND PIN AND CAP L.S. NO. ????? NIND�Pq WELL DRAINAG4 SV4ALE HEATED STONE PATH LOT 21 POSTS, 5' LONG 4'X4* WOOD OR 1.3 LB6./FT. STEEL 10 O.C. (MAX.) FILTER FABRIC, 42' WIDE TENSILE STRENGTH 120 L5S. GRADE EOVALENT OPENING COMPACT DIRT SIZE 70 E mi WIRE MESH- 42' WIDE ral ii 6* MESH (MAX.) 14— QUAGE WIRE (MIN.) STAPLES (FOR WOOD WOOD POSTS) HEAVY DUTY t LONG (MIN.) WIRE (FOR STEEL POSTS) 14• 1 EROSION FENCE DETAIL LOT 22 SNOW STORAGE: TOTAL ROAD = 1 538 SQ. FT. HEATED = 1 SQ. FT. MIN. REQUIRED = 153 SQ. FT. PROPOSED = 3291 SQ. FT. LANDSCAPING: LOT 23A, LOT SIZE .228 ACRES 9131 SQ. FT. MINIMUM ALLOWABLE = 60% = 5 SQ. FT. PROPOSED = 62% OR 6 SQ. FT. SCALE 111 = 101-011 SYM. COMMON NAME SCIENTIFIC NAME SIZE QTY. Colorado Blue, Spruce Picea pungens 15' -0 ht. 5 0 Quaking Aspen Populus tremuloides 2"-3"cal. 6 = IIIIN E L W Tom Juniper Juniperus sabina tomariscifolia 5 gal. 7 111IM111121111 RADIUS = 1205.15' .UL DELTA = 9*25'18" Gold Drop Potentilla Potentilla fruticoso farreri 6 gal. 7 ARC = 198.27' TANGENT = 99.35' Trees to be removed 10 CHORD = 198.02' Revegitation Native grosses and wildflowers 10, sc, ft. BRIG = N82'20'36"E D AM NOTE: REVEGITATE SITE WITH NATIVE GRASSES AND WILDFLOWERS. BEA\JEP\ 7 R ( 50 NOTE: EXISTING VEGETATION ; GRASSES SAGE AND SERVICEBERRY. NOTE: NO SOD ON SITE THERE MH 0920 FORE NO IRRIGATION REQUIRED. RIM El EV. = 8173.2' OUTLINE OF EXISTING :h 0 VEGITATION TREE STAKING NOTE: REMOVED TREES TO BE REPLACED BY NEW 15' -0 TRE ,ANVtKI IN = 8164.1 OUT .3' EQUAL TO THE HEIGHT OF THE TREE REMOVED. INVERT (BASIS OF = 8164 ELEVATIONS) EXISTING PREMISE 10. ((254) EXIS> NG 18" C P BUILDING SETBACK — 8174 — > M C / ) > RELOCATE SNOHMELT LOT #23 BOI LER SWED �OCK #7, - VA- VILLA PE 1 ST P NEW PROPERTY LINE 0.569 ACRES �. o; N WILLOWS 4 -- ...' -�' `I'' � -- ° 1 . �' / \ y/ , _... , / j / I \ �` , t _._. — , °,,, NOTE: EXISTING STREAM AND WILLOWS AREA TO REMAIN. 86 LOT 20A j Yo NOTE. ALL IMPROVEMENTS ON LOT 20A x ' ' - - i i i i TO BE REMOVED AND RESTORED TO A NATURAL STATE. 0-) 81 8188.5 EXISTING PATIO (REMOVE) UT U11 8194.0 r, A EXISTING BOULDER WALL A B194 NEW PROPERTY L INE --- 71 7 — \ - rt BUILDING SETBACK 8195.5 BUILDING SETBACK LIMIT OF DISTURBANCE 8198— 10 NOTE: EXISTING TREES (SMALL TO MEDIUM) NEST OF PRIMARY UNIT 4/Z11 FOUND PIN AND CAP L.S. NO. ????? LOT 21 DUTY Is L04r, (MIN.) HIRE (FOR STEEL POSTS) 4' EROSION FENCE DETAIL TO BE RELOCATED AS NEEDED. 901� SNOW STORAGE: TOTAL ROAD = 1, 538 SO, FT. HEATED = 1,638 SQ. FT, MIN. REQUIRED = 153 SQ. FT. PROPOSED = 32q SQ. FT. LANDSCAPING: LOT 23A, LOT SIZE .228 ACRES = q, q31 50. FT. MINIMUM ALLOWABLE = 60% = 5 SQ. FT. PROPOSED = 62% OR 6 Iq3 SQ. FT. OUND PIN AND CAP .S. NO. 16827 LOT 24 General Landscape Notes Trees and shrubs shall be planted in pits 1 1/2 times the size, of Cn the plant rootball and backfilled with a combination of topsoil 0 to well rotted manure and compost. All trees shall have a well a 0i minimum of 4" deep, comparable in size to the drip line of the 0) tree. All deciduous trees shall be staked with 6' steel ' posts and guyed with #14 gouge galvanized wire and 1 1/2" x 18" M nylon tree straps. After installation all newly planted trees shall be rootfed with a liquid root growth stimulator containing vitamin B-2 as well as a slow release fertilizer. PO j (0 All shrub beds shall be lined with weed prevention mat prior to be ing topdressed. All tree wells and shrub beds shall be //", t opdressed with a minimum of 3" of bark mulch. Herbaceous planting beds shall be topsoil, tilled to a depth of 6" and be rock free. A mixture of Compost and well rotted manure should be titled into the planting beds ( I cubic yard compost per 350 s.f., one cubic yard manure per 260 s.f.). All herbaceous planting beds shall be topdressed with 1/2" black Colorado humus peat . All disturbed areas designated on the Landscape Plan to receive native gross treatment ofthe recommended seed mix, and shall be revegetoted by sowing the seed mixture at a rate of 114 pounds per linear square acre. One application of 18-46-0 fertilizer shall be broadcast prior to seeding at the rate of 7 lbs./1000 s.f. All reveQitated areas shall be mulched with 2-3" of weed free hay or straw. All mulched area shall be treated with on approved organic tackifier at the rate of 120 lbs./acre. All newly planted shrubs and trees shall recieve drip irrigation. All sod areas shall receive spray irrigation with 100% overlap. This system shall be automatic. Sprinkler system to be Design Build. Before any site excavation any existing plant materials shall be excavated and bagged for proper root protection and stored with topsoils where indicated on plans. Trees to be moved, shall be over dug to the extent of the drip edge and immediately planted 05 described above and watered during construction. Should the transplanting fail, a replacement shall be installed of eqpat size or multiple planting to obtain equal size of the existing (failed) tree. � PIN AND CAP L.S. NO, 16827 LOT 25 LANDSV,tIPE DEVELOPMEN,.,T PLAN (DEMO / REVEGITATION PLAN) SCALE It? = 101-011 -1/2' MaM NM W NYL41 Snu"- J4 CAU" GALVANIZIM Wit 01.0croar" WrArlm rM TREES VOTOL T-1*06T STAKES FOR TREES 2 W CAUP19t OR OVIR 24 911M STAKE Ifigull Ila = IIIIN E L Lill 11 Alma N. f 1, 111IM111121111 1 0 DUTY Is L04r, (MIN.) HIRE (FOR STEEL POSTS) 4' EROSION FENCE DETAIL TO BE RELOCATED AS NEEDED. 901� SNOW STORAGE: TOTAL ROAD = 1, 538 SO, FT. HEATED = 1,638 SQ. FT, MIN. REQUIRED = 153 SQ. FT. PROPOSED = 32q SQ. FT. LANDSCAPING: LOT 23A, LOT SIZE .228 ACRES = q, q31 50. FT. MINIMUM ALLOWABLE = 60% = 5 SQ. FT. PROPOSED = 62% OR 6 Iq3 SQ. FT. OUND PIN AND CAP .S. NO. 16827 LOT 24 General Landscape Notes Trees and shrubs shall be planted in pits 1 1/2 times the size, of Cn the plant rootball and backfilled with a combination of topsoil 0 to well rotted manure and compost. All trees shall have a well a 0i minimum of 4" deep, comparable in size to the drip line of the 0) tree. All deciduous trees shall be staked with 6' steel ' posts and guyed with #14 gouge galvanized wire and 1 1/2" x 18" M nylon tree straps. After installation all newly planted trees shall be rootfed with a liquid root growth stimulator containing vitamin B-2 as well as a slow release fertilizer. PO j (0 All shrub beds shall be lined with weed prevention mat prior to be ing topdressed. All tree wells and shrub beds shall be //", t opdressed with a minimum of 3" of bark mulch. Herbaceous planting beds shall be topsoil, tilled to a depth of 6" and be rock free. A mixture of Compost and well rotted manure should be titled into the planting beds ( I cubic yard compost per 350 s.f., one cubic yard manure per 260 s.f.). All herbaceous planting beds shall be topdressed with 1/2" black Colorado humus peat . All disturbed areas designated on the Landscape Plan to receive native gross treatment ofthe recommended seed mix, and shall be revegetoted by sowing the seed mixture at a rate of 114 pounds per linear square acre. One application of 18-46-0 fertilizer shall be broadcast prior to seeding at the rate of 7 lbs./1000 s.f. All reveQitated areas shall be mulched with 2-3" of weed free hay or straw. All mulched area shall be treated with on approved organic tackifier at the rate of 120 lbs./acre. All newly planted shrubs and trees shall recieve drip irrigation. All sod areas shall receive spray irrigation with 100% overlap. This system shall be automatic. Sprinkler system to be Design Build. Before any site excavation any existing plant materials shall be excavated and bagged for proper root protection and stored with topsoils where indicated on plans. Trees to be moved, shall be over dug to the extent of the drip edge and immediately planted 05 described above and watered during construction. Should the transplanting fail, a replacement shall be installed of eqpat size or multiple planting to obtain equal size of the existing (failed) tree. � PIN AND CAP L.S. NO, 16827 LOT 25 LANDSV,tIPE DEVELOPMEN,.,T PLAN (DEMO / REVEGITATION PLAN) SCALE It? = 101-011 -1/2' MaM NM W NYL41 Snu"- J4 CAU" GALVANIZIM Wit 01.0croar" WrArlm rM TREES VOTOL T-1*06T STAKES FOR TREES 2 W CAUP19t OR OVIR 24 911M STAKE EXTERIOR LIGHTING LEGEND KEY DISCRIPTION QTY. MANUFACTURER t MODEL LAMP 1 +EXT.WALL MOUNT 7 VISA #OW1060 QF26 26 WATT 2 ® EXT.RECESSED CAN 2 ELCO #EL.71C100 75W -P.30 75 WATT 3 A LANDSCAPE (MINI) q PROGRESS P5213 -31 12V S.C.BAYONE 24W TOTAL EXISTING EXTERIOR LIG14T ON PRIMARY UNIT - 8 RADIUS = 1205.15' DELTA = 9 °25'18" ARC = 198.27' TANGENT = 99.35' -- CHORD = 198.02' (� n BRG N82 °20'36 "E _,_. -- -- °'"` 4t..(\ 7 / •'�. 1.,,/ '50 EXI5TING 4-0" CONCRETE PAN W/ 2" INVERT, NO NEAT ELECTRICAL LINE (VERIFY) -- WATER LINE (VERjrr_ -}• r — ' MH 0920 RIM ELEV. = 8173.2 ' OUTLINE OF EXISTING r- _ - • -- • - — • ..—... — — - � .. — ..— . ____ ____ ____ _____ _____ NVERT IN = 8164.1 VEGITATION INVERT OUT = 8164.3' ..- (BASIS OF ELEVATIONS) ' -'' ` - �- ...- - - FOUND PIN AND CAP S , EXISTING PREMISE ID. (254) L.S. NO. 16827 LOT 24 ExIST�NG 18" c � i � -` • — +� - - -- PAL 254 EXTERIOR LIGHTING INFORMATION yi \ - T r °' rrr \ \ BUILDING SETBACK i r ,,i r'i ,.. �_ — ��\ / J--/- /''_ —.\ / , \ I f ,\ I i ^-e- c"-r= _ n.t - rac cry s-r TOW 818q -0 Cn • Q SOW 8154'-0" t -- — _ / `� J � -�•- ✓ tom' �' � � c NOTE. ALL IMPROVEMENTS ON LOT 20A CA TO BE REMOVED AND RESTORED ,f' CD \\ �, 1 ul TO A NATURAL STATE., d TOW 818q"- 0" "�-�Z 8182'-0_ BON 8188 1 3 1 \ % 1 RtD&f 8190 8188.5 PATIO EXISTING PATIO (REMOVE) 190.1 VERIFY Ln �,1,.'[ t , A R,A,PI't' t t TOW 81%' -0" /` t �{}�` t �n BOW 818q' -O `� ` t¢ t S21q `'�, 3l r n NEW PROPERTY LINE __--- 8194.0 At TOW BOW 8195' -0 -- 8198- —° FOUND PIN AND CAP L.S. NO. ? ?? ?? EXISTING BUILDING OUTLINE —NOTE: EXISTING TREES (SMALL TO MEDIUM) WEST OF PRIMARY UNIT TO 5E RELOCATED AS NEEDED. LOT 22 SNOW STORAGE: TOTAL ROAD = 1 538 SQ. FT. FOUND PIN AND CAP L.S. NO. 16827 i LOT 25 HEATED = 1,538 I FT. �XT�RIOR. LIGHTING PLAIN MIN. REQUIRED = 153 SO. FT. PROPOSED = 329 SO. FT, SCALE 1" = 10' - 0 1 ' LANDSCAPING: , LOT 23A, LOT SIZE _ .228 ACRES = 19,1931 SQ. FT. MINIMUM ALLOWABLE = 609 = 5,g5q SQ. FT. PROPOSED = 629 OR 6 lq3 SQ. FT. t�� 0 FOUND PIN AND CAP "LS 30091 LOT 20A rn VAIL VILLAGE FIRST FILING BLOCK 7 i RN 91 EXISTING HOUSE, LOCATION PER OTHERS. EXISTING HOT TUB, LOCATION PER OTHERS. Z z � 11 :,.� GM EXISTING GAS METER EXISTING CONTROL VALVE TREE LEGEND EXISTING Z' 3" SPRUCE I � FLAGSTONE z 6" SPRUCE EXISTING MH EXISTING RIM = 8197.85' ° .a INV IN = 8190.00' BOULD R WALL INV OUT = 8189.60' 00 LOT 221 1 VAIL VILLAGE FIRST FILING -4 BLOCK 7� 2" ASPEN 1104- 0 FOUND PIN AND CAP - z 3- 10" ASPEN "LS 26598" Ld GRAPHIC SCALE (n Ld < W Z 0 1 9 10 0 5 10 20 40 L4 EXISTING MH RIM = 8173.20'(BASIS OF ELEV) LOT 21 INV IN(W) = 8164.06' ---- INV IN(S) = 8164,30' ZST FILING INV OUT = 8164.04' i RN 91 EXISTING HOUSE, LOCATION PER OTHERS. EXISTING HOT TUB, LOCATION PER OTHERS. Z z � 11 :,.� GM EXISTING GAS METER EXISTING CONTROL VALVE TREE LEGEND 2" SPRUCE Z' 3" SPRUCE I � 4" SPRUCE z 6" SPRUCE EXISTING MH 10" SPRUCE RIM = 8197.85' ° .a INV IN = 8190.00' 2" PINE INV OUT = 8189.60' 00 LOT 221 1 VAIL VILLAGE FIRST FILING -4 BLOCK 7� 2" ASPEN 1104- 0 MM - z 3- 10" ASPEN 0 Z Ld GRAPHIC SCALE (n Ld < W Z 0 1 9 10 0 5 10 20 40 L4 i RN 91 EXISTING HOUSE, LOCATION PER OTHERS. EXISTING HOT TUB, LOCATION PER OTHERS. Z z � 11 :,.� GM EXISTING GAS METER EXISTING CONTROL VALVE TREE LEGEND 2" SPRUCE Z' 3" SPRUCE I � 4" SPRUCE z 6" SPRUCE 10" SPRUCE w ° .a .J " "'IIIIIIII 2" PINE A", 4" PINE 10" PINE Al 12" PINE i 2" ASPEN 1104- 6" ASPEN MM LLJ z 0 z 3- 10" ASPEN NOTES: 1. Utility locates are the responsibility of the contractor. Not all utilities were field located for this project and additional buried or hidden utilities may exist in locations that vary from as shown here. 2. ERWSD stands for Eagle River Water and Sanitation District. 3. Basis of elevation based on rim elevation from ERWSD osbuilts as shown on this plan. 4. Due to 2-3 feet of snow at the time of survey all improvements may not be shown. 5. Date of Survey: March 12, 2007, NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN. C t� 0 m m Z' (5 .01 I � z X �; w ° .a .J " "'IIIIIIII allllll!!! 0 0 0) 0 It 4M W 0 r" ��� Z LJJ W offln Z 0 >- Cr_ tll < V z z z 0 > w of 0 eu 011 SE ( IN FEET ) I inch = 10 ft INV I = pcp��.. -- ."I- / . . 817212 r r i C CS CJ A ,I -' Ad Al i (0'1'*1 1104- MM LLJ z 0 z 3- UJ Y C) 0 Z Ld GRAPHIC SCALE (n Ld < W Z 0 F— 10 0 5 10 20 40 ( IN FEET ) I inch = 10 ft INV I = pcp��.. -- ."I- / . . 817212 r r i C CS 0 -F EXISTING HEATED INV OUT 1 CONCRETE DRIVE 8170.62 0+00 1+00 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' EXISTING SANITARY SEWER ALIGNMENT A ,I EXISTING MH RIM = 8173.20'(BASIS OF ELEV) INV IN(W) = 8164.06' ---- INV IN(S) = 8164,30' INV OUT = 8164.04' 0 -F EXISTING HEATED INV OUT 1 CONCRETE DRIVE 8170.62 0+00 1+00 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' EXISTING SANITARY SEWER ALIGNMENT P 0' LEGEND 2" SPRUCE ' 0 PROPOSED MH002 48" DIAMETER rn RIM = 8188.86' 9 INV IN = 8182,01' rn INV OUT = 8181.81' PROPOSED MH004 48" DIAMETER RIM = 8177.81' INV IN = 8166.13' PROPOSED DITCH INV OUT = 8165,93' LOCATION PROPOSED GRADING EXISTING DITCH PER ARCHITECT, TYP. LOCATION I NV I N U 0) LEGEND X 0 0 0) lk W1111111111111111111111111U M n CL N Z 00 q, EXISTING DITCH XOX it3 a: i Q� WASNIMM 00011im EXISTING SEWER IIIIIII 1111 ANOM EXISTING WATER Z 4 41 W U5 n_ -A n W < W (D EXISTING CULVERT 1f µ a Z (Al 0 ��� 1 Li UJ PS � 01 PS ■01 PS �01 PS �11 PROPOSED SEWER PROPOSED SPOT GRADE A " ­1 PROPOSED SEWER MANHOLE A < Ld EXISTING SEWER MANHOLE W, PROPOSED MH001 48" DIAMETER RIM = 8197.00' - INV IN = 8189.37' INV OUT = 8189.17' /1" N EXISTING MH RIM = 8197.85' INV IN = 8190.00' INV OUT = 8189.60' INV OUT NEW = 8189.60 N. 82 H M .DATUA[ E 8150.00 OR 0 0 0 1-- V) < W UJ UJ — W U. ca 0 4 -t CD 0 II (0 co co Z Z Z — C) k >>> li T Z7 Z M EXISTING GAS MARKER El EXISTING CONTROL VALVE TREE LEGEND 2" SPRUCE ' 0 3" SPRUCE 4" SPRUCE 6" SPRUCE 10" SPRUCE 2" PINE 4" PINE 10" PINE 12" PINE 2" ASPEN 6" ASPEN LIJ 10" ASPEN GENERAL NOTES: 1. Utility locates are the responsibility of the contractor. Not all utilities were field located or shown for this project and additional buried or hidden utilities may exist. 2. Protect all trees to be preserved during construction operations per architectural plans and to the satisfaction of the owner. 3. Stabilize all points of ingress and egress with stabilized construction entrance to prevent tracking of sediment onto public ways. 4. Install sediment control measures prior to any demolition or excavation. 5. Provide continuous inspection and maintenance of all sediment control measures to insure that maximum sediment control efficiency is obtained until final stabilization of site has taken place. 6. Basis of elevation is rim elevation of existing manhole from ERWSD asbuilts as shown on plan. 7. Encroachment agreements may be required by ERWSD for all landscaping, patios, the snowmelted driveway and roof eaves, owner to coordinate with ERWSD. 8. The purpose of this plan is to show sewer main line relocation only, all grading, demolition and landscaping are not a part of this plan. Refer to architectural plans for additional information. 9. Contractor to verify that owner has approval for all work outside of their property. 10. Contractor to obtain all required road cut permits from the Town of Vail. 11. Refer to Construction Details sheet for all sewer notes. 12. The contractor shall conform to all Town of Vail rules, regulations and stipulations while accessing through or working in the town, 13. The contractor shall take all necessary precautions to significantly reduce any potential pollution caused by his activities, including vehicle fueling, storage of fertilizers or chemicals, etc. The contractor shall have identified procedures for handling potential pollutants and have identified spill prevention and response procedures prior to any activities at the project site. 14. The contractor shall maintain traffic at all times to the satisfaction of the Town of Vail and the owner. The contractor shall minimize traffic disruptions and provide adequate safety precautions to ensure public safety. 15. Safety is the responsibility of the contractor. The engineer is no responsible for safety in, on, or about the project site, nor for the compliance by the appropriate party with any regulations relating hereto. 16. It is the contractors responsibility to obtain (and conform to) all construction permits. 17. The contractor shall minimize all off site tracking. All soil tracked off site shall be immediately cleaned up to the satisfaction of the Town of Vail. 18. If any groundwater is encountered the contractor shall contact the owner, Alpine Engineering Inc. and the project geotechnical engineer immediately. 19. Observations of the work in progress and on—site visits are not to be construed as a guarantee or warranty by the Engineer of the Contractor's contractual responsibilities. 9 1-11MMI! M UJ R. , * i 10 P I*- I 'low 1�0 0 "NOMMI 0 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) I inch = 10 ft. 0+00 1+00 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE- 1"=10' PROPOSED SANITARY SEWER REALIGNMENT ' 0 o 0 LIJ Ld 0 Z Z Y Z 0 3: 0 Ld 0 < GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) I inch = 10 ft. 0+00 1+00 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE- 1"=10' PROPOSED SANITARY SEWER REALIGNMENT Overlay with minimum 4" H.B.P or match existing depth of asphalt, which ever is greater. , Bockfill with 12" `Class� 6 ABC I N.T.S. Existing rood base Native backfill, compacted to 959 M.P.D. 3/4" screened rock under road cut, place a minimum of 1.5' above and I' below proposed utility or culvert osed utility or culvert NOTES: 1. Contractor to provide fresh sawcut 1 foot beyond construction disturbance just prior to patchbock. 2, Contractor to restore all disturbed shoulder areas with 6" of Class 6 ABC and restore and revegetate all ditches, or install curb to match existing. 3. Contractor to match existing road base depth if greater than 12". 4. Contractor to conform to all Town of Vail codes for rood cuts. K A ENTRENCH U- N. Saw cut I' min. beyond trench, prior to asphalt patch back (typical both sides) Existing asphalt, match existing asphalt grade. Grade will be checked with a 12' level ALL MANHOLE STEPS PLASTIC COATED TRENCH SACKFILL w9m SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS VARIES A 12 DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACKFILL COMPACTION REQUIREMENTS BOULDERS GREATER THAN 18 INCHES TO BE REMOVED FROM BACKFILL AND DISPOSED OF OFF SITE. NO ROCK ALLOWED GREATER THAN 6 INCHES COMPACTED BE MATERIAL UNDISTURBED SOIL - PIPE IRENQH ZONE� MARKING TAPE TO BE PLACED 24" ABOVE PIPE OR ANY PROTRUSION TRENCH BACKR Cl BEDDING ZONE J, eft MIN. MIN" PIPE BEDDING ZONE MARKING TAPE TO PLACED 24" ABOVE PIPE OR ANY PROTRUSION PIPE DEPTH NO I THAN MINIMUM MH FRAME AND COVER HS20 LOAD RATED OR EQUAL 1 \ MIN, W COMPA( 1/4 OUTSIDE DIAMETER SCREENED RO r Ulm 1 -6 ft OIA- QENERAL NQIE� EAGLE RIVER WATER AND 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST SECTI SANITATION DISTRICT ACI-318 SPECIFICATIONS. 2. MANHOLE TROUGH SHALL HAVE A MINIMUM OF .20' SEWER PIPE BEDDING DROP FROM ENTRANCE THROUGH EXIT. 3. FLOW CHANNEL TO BE SHAPED AS TO NOT ALLOW STANDING WATER. SCALE NONE DATE 01-01-06 4. THE MINIMUM DIAMETER OF MANHOLES SHALL BE 48% ILAST REVISED, 12/31/01 LARGER DIAMETERS ARE REQUIRED FOR LARGE DIAMETER - REV -REV 2006 -S MAINS. (SEE CH. 3, MANHOLES) CONE AM NER AND 1.6 N ,N 48. ONCRETE ASTM -0478 R , E PENETRATION GASKET kCED IN CORE TO ACCEPT 'E; KOR-N-SEAL, A-LOK, EQUAL MANHOLE BASE AND RREL SECTION CAST 11C ASTM-C478 EAGLE RIVER WATER AND SANITATION DISTRICT STANDARD MANHOLE CALE NONE I DATE, 0101-06 AST REVISED- 2-31-01 CONST.-REV 2006 SEWER NOTES: 1. Sanitary sewer construction to conform to ERWSD regulations and specifications. 2. Contractor to provide all materials and services incidental to project to get sewer main line accepted by ERWSD. 3. Contractor - to coordinate all sewer main line disruption and testing with ERWSD. 4. Contractor to remove and dispose of all sewer main lines proposed to be abandoned. 5. Contractor to provide pumping or sewer diversion and all incidentals necessary for sewer main line construction. (".00rdinate with ERWSD prior to any construction. 6. Contractor to core manholes and plug holes from existing lines per ERWSD specifications. 7. Contractor to provide construction logistics and phasing plan for sewer main line construction. The plan shall minimize disruption. 8. Sewer service lines may exist that are not shown on this plan. If service lines are encountered contact engineer and ERWSD. 9. Proposed m(.mhole 003 to have a flat lid slab and must be eccentric per ERWSD regulations for manholes with 1i depth of less than five feet. 10. Contractor to reshape flow lines in existing manholes to accommodate new sewer main lines. ERWSD may reClUire replacement of existing manholes. 11. All sanitaly sewer construction shall conform to Eagle River Water and Sanitation District (ERWSD) standards and specifications. Specifications include, but are not limited to: Standard Specifications for Water Mains; Standard Specifications for Sewer Mains; Rules and Regulations for Water and Sewer Service. 12. All materials and workmanship shall be subject to inspection by the districts and/or their representatives. The district reserves the right to accept or reject any such materials and workmanship that do not conform to district standards or specifications. 13. Compaction of all trenches shall be a minimum of 95% SPD within 2% of optimum moisture. Compaction test results shall be submitted to Town of Vail, ERWSD, and Alpine Engineering prior to acceptance. 14. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate aw,--built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the work. As-built drawings will be compiled by Alpine Engineering prior to final acceptance. Contractor is to provide at least three ties from physical monuments to all fittings, valves, manholes and end of sewer services, per ERWSD regulations and requirements. 15. All sewer mains shall be constructed with ASTM D3034 SDR 35 polyvinyl chloride pipe. Pipe materials shall conform to ASTM D-1784. Joints shall be bell and spigot type with a rubber gasket and conform to ASTM D-1869 and D-3212. 16. The sewer main shall be tested in accordance with district standards and specifications to include lamping, televising, low pressure air test, and deflection. 17. The contractor shall verify existing pipe or manhole inverts at tie-in points prior to construction staking. 18. Manhole rims shall be set at an elevation relative to the pavement in accordance with District and Town of Vail requirements, Precast adjusting rings shall be used to adjust rim elevations to final grade. The maximum acceptable vertical adjustment is 14 inches. 19. The Contractor shall take care to properly shape all manhole inverts and benches to promote smooth flow through the manhole. Inverts of lines intersecting at 90 degrees and at highly divergent or flat slopes are especially critical. Manhole inverts shall be constructed with a smooth trowel finish and benches shall be finished with a light broom non-skid finish. 20. All pipe shall be installed with standard pipe bedding as shown in the construction details. Bedding material shall conform to ERWSD specification for materials, backfill and compaction. If trench conditions vary or if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with construction. 21. Pipe dimensions are as per plan and profile. 22. The contractor is responsible to jet clean and televise all sewer lines as required until approval is obtained from Eagle River Water and Sanitation District. Contractor is responsible for coordination of final inspection with ERWSD for final construction approval. 23. Sewer taps are not to be made and sewer service lines are not to be installed within any building footprint without confirming that all tap fees are paid, Contact Alpine Engineering, Inc. or ERWSD to verify. Contractor is responsible for any fines assessed by ERWSD as a result of connecting services to mains without properly coordinating what defines a tap (as defined by ERWSD) or making taps prior to rnaking payment of tap fee. 24. The contractor shall conduct a mandatory pre•construction meeting with ERWSD and Alpine Engineering 48 hours prior to construction. 25. All construction shall conform to municipal or district standards and specifications and be subject to construction observation by their representatives. Copies of municipal and district standards must be obtained by the Contractor. Contractor shall have one (1) copy of the plans and one (1) copy ol" the appropriate specifications on the job site at all times. The Contractor shall have one complete set of the Contract Documents on the job site at all times. PLAN VIEW ORIGINAL GROUND i 71 � (�I r, Q C) 0) z X 0 C 5n I .0 (0 < z Lk- zo� Cr- W 03 0 Ld cn 5 n LLJ w 0 r) Z ( D n X < ( Ca��: C14 0 (no 0) 0 o u.1 Z Of r , oll, LLJ twjj 4 vx, FACTORY WYE NO ROCK ALLOWED RADIUS SEND GREATER THAN 6 INCHES BEDDING SEE BELOW ZONE OR 45* BEND PIPE) PIPE SUBGRADE, STABILIZATION MATERIAL IF REQUIRED STUBOUT APPLICATIONS (NO CLEANOUT) SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS VARIES A 12 DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACKFILL COMPACTION REQUIREMENTS BOULDERS GREATER THAN 18 INCHES TO BE REMOVED FROM BACKFILL AND DISPOSED OF OFF SITE. NO ROCK ALLOWED GREATER THAN 6 INCHES COMPACTED BE MATERIAL UNDISTURBED SOIL - PIPE IRENQH ZONE� MARKING TAPE TO BE PLACED 24" ABOVE PIPE OR ANY PROTRUSION TRENCH BACKR Cl BEDDING ZONE J, eft MIN. MIN" PIPE BEDDING ZONE MARKING TAPE TO PLACED 24" ABOVE PIPE OR ANY PROTRUSION PIPE DEPTH NO I THAN MINIMUM MH FRAME AND COVER HS20 LOAD RATED OR EQUAL 1 \ MIN, W COMPA( 1/4 OUTSIDE DIAMETER SCREENED RO r Ulm 1 -6 ft OIA- QENERAL NQIE� EAGLE RIVER WATER AND 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST SECTI SANITATION DISTRICT ACI-318 SPECIFICATIONS. 2. MANHOLE TROUGH SHALL HAVE A MINIMUM OF .20' SEWER PIPE BEDDING DROP FROM ENTRANCE THROUGH EXIT. 3. FLOW CHANNEL TO BE SHAPED AS TO NOT ALLOW STANDING WATER. SCALE NONE DATE 01-01-06 4. THE MINIMUM DIAMETER OF MANHOLES SHALL BE 48% ILAST REVISED, 12/31/01 LARGER DIAMETERS ARE REQUIRED FOR LARGE DIAMETER - REV -REV 2006 -S MAINS. (SEE CH. 3, MANHOLES) CONE AM NER AND 1.6 N ,N 48. ONCRETE ASTM -0478 R , E PENETRATION GASKET kCED IN CORE TO ACCEPT 'E; KOR-N-SEAL, A-LOK, EQUAL MANHOLE BASE AND RREL SECTION CAST 11C ASTM-C478 EAGLE RIVER WATER AND SANITATION DISTRICT STANDARD MANHOLE CALE NONE I DATE, 0101-06 AST REVISED- 2-31-01 CONST.-REV 2006 SEWER NOTES: 1. Sanitary sewer construction to conform to ERWSD regulations and specifications. 2. Contractor to provide all materials and services incidental to project to get sewer main line accepted by ERWSD. 3. Contractor - to coordinate all sewer main line disruption and testing with ERWSD. 4. Contractor to remove and dispose of all sewer main lines proposed to be abandoned. 5. Contractor to provide pumping or sewer diversion and all incidentals necessary for sewer main line construction. (".00rdinate with ERWSD prior to any construction. 6. Contractor to core manholes and plug holes from existing lines per ERWSD specifications. 7. Contractor to provide construction logistics and phasing plan for sewer main line construction. The plan shall minimize disruption. 8. Sewer service lines may exist that are not shown on this plan. If service lines are encountered contact engineer and ERWSD. 9. Proposed m(.mhole 003 to have a flat lid slab and must be eccentric per ERWSD regulations for manholes with 1i depth of less than five feet. 10. Contractor to reshape flow lines in existing manholes to accommodate new sewer main lines. ERWSD may reClUire replacement of existing manholes. 11. All sanitaly sewer construction shall conform to Eagle River Water and Sanitation District (ERWSD) standards and specifications. Specifications include, but are not limited to: Standard Specifications for Water Mains; Standard Specifications for Sewer Mains; Rules and Regulations for Water and Sewer Service. 12. All materials and workmanship shall be subject to inspection by the districts and/or their representatives. The district reserves the right to accept or reject any such materials and workmanship that do not conform to district standards or specifications. 13. Compaction of all trenches shall be a minimum of 95% SPD within 2% of optimum moisture. Compaction test results shall be submitted to Town of Vail, ERWSD, and Alpine Engineering prior to acceptance. 14. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate aw,--built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the work. As-built drawings will be compiled by Alpine Engineering prior to final acceptance. Contractor is to provide at least three ties from physical monuments to all fittings, valves, manholes and end of sewer services, per ERWSD regulations and requirements. 15. All sewer mains shall be constructed with ASTM D3034 SDR 35 polyvinyl chloride pipe. Pipe materials shall conform to ASTM D-1784. Joints shall be bell and spigot type with a rubber gasket and conform to ASTM D-1869 and D-3212. 16. The sewer main shall be tested in accordance with district standards and specifications to include lamping, televising, low pressure air test, and deflection. 17. The contractor shall verify existing pipe or manhole inverts at tie-in points prior to construction staking. 18. Manhole rims shall be set at an elevation relative to the pavement in accordance with District and Town of Vail requirements, Precast adjusting rings shall be used to adjust rim elevations to final grade. The maximum acceptable vertical adjustment is 14 inches. 19. The Contractor shall take care to properly shape all manhole inverts and benches to promote smooth flow through the manhole. Inverts of lines intersecting at 90 degrees and at highly divergent or flat slopes are especially critical. Manhole inverts shall be constructed with a smooth trowel finish and benches shall be finished with a light broom non-skid finish. 20. All pipe shall be installed with standard pipe bedding as shown in the construction details. Bedding material shall conform to ERWSD specification for materials, backfill and compaction. If trench conditions vary or if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with construction. 21. Pipe dimensions are as per plan and profile. 22. The contractor is responsible to jet clean and televise all sewer lines as required until approval is obtained from Eagle River Water and Sanitation District. Contractor is responsible for coordination of final inspection with ERWSD for final construction approval. 23. Sewer taps are not to be made and sewer service lines are not to be installed within any building footprint without confirming that all tap fees are paid, Contact Alpine Engineering, Inc. or ERWSD to verify. Contractor is responsible for any fines assessed by ERWSD as a result of connecting services to mains without properly coordinating what defines a tap (as defined by ERWSD) or making taps prior to rnaking payment of tap fee. 24. The contractor shall conduct a mandatory pre•construction meeting with ERWSD and Alpine Engineering 48 hours prior to construction. 25. All construction shall conform to municipal or district standards and specifications and be subject to construction observation by their representatives. Copies of municipal and district standards must be obtained by the Contractor. Contractor shall have one (1) copy of the plans and one (1) copy ol" the appropriate specifications on the job site at all times. The Contractor shall have one complete set of the Contract Documents on the job site at all times. PLAN VIEW ORIGINAL GROUND i 71 � (�I r, Q C) 0) z X 0 C 5n I .0 (0 < z Lk- zo� Cr- W 03 0 Ld cn 5 n LLJ w 0 r) Z ( D n X < ( Ca��: C14 0 (no 0) 0 o u.1 Z Of r , oll, LLJ twjj SIMM FLOW - LINE SPRING LINE vx, FACTORY WYE RADIUS SEND (SEE SECTION 6.111-INSTALLATION OF -44- OR 45* BEND PIPE) STUBOUT APPLICATIONS (NO CLEANOUT) SHALL HAVE A 3M LOCATING DISK LJ SIMM FLOW - LINE SECTIONAL VIEW PLACE 3M LOCATING DISK MARKING TAPE TO BE APPROX. 1 FOOT ABOVE SERVICE PLACED 24" ABOVE SERVICE LINE - SEE SPECIFICATIONS END BUT DO NOT $URY AT PIPE OR ANY GRADE - 1/+ INCH PER FOOT MIN. A DEPTH OF MORE THAN 4 FEET PROTRUSION 3' MIN. 120* `PVC CAP 30* 30. OR PLUG SPRING LINE , RIVER WATER AND SECTIO A SANITA71ON DISTRICT GENERAL NOTE SEWER SERVICE 1. MINIMUM SEPARATION BETWEEN CONNECTION TAPS SHALL BE 18 INCHES. SCALE NONE DATE 01-01-06 LAST REVISED, 01-01-06 CONST, 2006 LESS THAN 4.5 FEET MINIMUM DEPTH OF BURY TO TOP OF PIPE OR SEPkRTATION FROM CULVERTS RIGID STYROFOAM INSULATION BOARD THICKNESS REQUIRED TO BE DETERMINED BY ENGINEER APPROVED, COMPACTED BEDDING MATERIAL UNDISTURBED SOIL MARKING TAPE TO BE PLACED 24* ABOVE THE INSULATED PORTION OF THE PIPE TRENCH BACKFILL • 3'MIN. PIPE SUBGRADE 4 6'MIN. 6 ELEY6DON M I ' - -WHOYI 4-9 1. CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR TO CONSTRUCTION. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT DOES NOT MEET MINIMUM BURY REQUIREMENTS. 2- THE USE OF INSULATION MUST BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION. 3. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR BACKFILL MATERIAL AND COMPACTION SPECS. 4. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS WITHIN TWO FEET OF ANY DRAINAGE CULVERT. THIS APPLIES TO THE BOTTOM OF THE PIPE IF IT CROSSES OVER THE TOP OF THE CULVERT. BEDDING ZONE 1/4 OUTSIDE DIAMETER OF PIPE - 6' MIN. SPRING LINE 22-1/2' LONG_ FACTORY WYE RADIUS SEND (SEE SECTION 6.111-INSTALLATION OF OR 45* BEND PIPE) STUBOUT APPLICATIONS (NO CLEANOUT) SHALL HAVE A 3M LOCATING DISK INSTALLED AT THE END OF STUBOUT. CENTER OF WYE BRANCH > TO BE PLACED IN UPPER cy- THIRD OF SEWER MAIN I PROPERTY LINE MIN. 6' STEEL FENCE POST PAINT TOP I' OF POST GREEN - PERMA-JOINT' STOP OR EQUAL - 6 FOOT STEEL FENCE POST AT END OF UNE TO 4 FEET ABOVE GROUND - -T PAINTED GREEN 4 SECTIONAL VIEW PLACE 3M LOCATING DISK MARKING TAPE TO BE APPROX. 1 FOOT ABOVE SERVICE PLACED 24" ABOVE SERVICE LINE - SEE SPECIFICATIONS END BUT DO NOT $URY AT PIPE OR ANY GRADE - 1/+ INCH PER FOOT MIN. A DEPTH OF MORE THAN 4 FEET PROTRUSION 3' MIN. 120* `PVC CAP 30* 30. OR PLUG SPRING LINE , RIVER WATER AND SECTIO A SANITA71ON DISTRICT GENERAL NOTE SEWER SERVICE 1. MINIMUM SEPARATION BETWEEN CONNECTION TAPS SHALL BE 18 INCHES. SCALE NONE DATE 01-01-06 LAST REVISED, 01-01-06 CONST, 2006 LESS THAN 4.5 FEET MINIMUM DEPTH OF BURY TO TOP OF PIPE OR SEPkRTATION FROM CULVERTS RIGID STYROFOAM INSULATION BOARD THICKNESS REQUIRED TO BE DETERMINED BY ENGINEER APPROVED, COMPACTED BEDDING MATERIAL UNDISTURBED SOIL MARKING TAPE TO BE PLACED 24* ABOVE THE INSULATED PORTION OF THE PIPE TRENCH BACKFILL • 3'MIN. PIPE SUBGRADE 4 6'MIN. 6 ELEY6DON M I ' - -WHOYI 4-9 1. CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR TO CONSTRUCTION. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT DOES NOT MEET MINIMUM BURY REQUIREMENTS. 2- THE USE OF INSULATION MUST BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION. 3. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR BACKFILL MATERIAL AND COMPACTION SPECS. 4. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS WITHIN TWO FEET OF ANY DRAINAGE CULVERT. THIS APPLIES TO THE BOTTOM OF THE PIPE IF IT CROSSES OVER THE TOP OF THE CULVERT. BEDDING ZONE 1/4 OUTSIDE DIAMETER OF PIPE - 6' MIN. 3'MIN. PIPE SUBGRADE 4 6'MIN. 6 ELEY6DON M I ' - -WHOYI 4-9 1. CONDITION OF LESS THAN MINIMUM BURY DEPTH ALLOWED ONLY WITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR TO CONSTRUCTION. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT DOES NOT MEET MINIMUM BURY REQUIREMENTS. 2- THE USE OF INSULATION MUST BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION. 3. SEE SEWER AND WATER PIPE BEDDING DETAIL FOR BACKFILL MATERIAL AND COMPACTION SPECS. 4. INSULATION SHALL BE INSTALLED ON ALL PIPE THAT IS WITHIN TWO FEET OF ANY DRAINAGE CULVERT. THIS APPLIES TO THE BOTTOM OF THE PIPE IF IT CROSSES OVER THE TOP OF THE CULVERT. BEDDING ZONE 1/4 OUTSIDE DIAMETER OF PIPE - 6' MIN. POINTS A MUST BE HIGHER THAN POINT B SECTION D-D • ' A • • UJ z z 0 Z L'J Lu tt ELI cr- T- o < • 0 Q • POINTS A MUST BE HIGHER THAN POINT B SECTION D-D i I FIXED • EGRESS LADDER Uj fi I � J BED 1 NEW PROPERTY LINE p rr® s •r•rr� • ® �� • wr.A �r•� r �� �rir r 3 WINDOW WELL # 81801 ' -0 " UNDR T HIGH WINDOWS (TILE) , A� WINDOW WELL\ �8185'� 7 - -- I _T FIXED I EGRESS LADDER I I I MEDIA BATH 2 I (STONE) 0 (TILE) '� I � I BED 2 / BUNK I I t �o r `V I PROPERT LINE 2x4 FURRING TYP. �� r , _ „ 15 o BUILDING SETBACK MUD �r��` 25'_0" SEWER EASEMENT(PROPOSED) ( STONE ) voF� ,\NA Ga ��� 1 G NA�� / „r K I 8183' -o" Z �, I Fla n BATH 1 TILE) NOTE: FIELD VERIFY LOCATIONS AND D K N51ONS - LL o - — ` — - — B ASED ON EXISTING CONDITIONS LLLLL BATH #1 V I ( LAUNDRY 1JJJ_ r -iJJJ ( BROOM ���a I REMOVE STONE VENEER I JJJJ_ I JJJ MEDIA ROOM DEtK OUTLINE ABOVE IIIII �� _ . REMOVE WALL IIIII — — POWDER IIIII CLIMATE PONTROLLED INE RM. WITH _r MUD ROOM REMOTE (,COMPRESSOR 4 RECESSED LIGHTS IN SLAB I I VERIFY COLUMN LOCATION lo 5Y�° 4NE VENEER BED #3 CEILING BREAK `� 5 Y2 11 5 Ys" . m III WINE ROOM o (-{- LOWER LEVEL 818q' -0" 1 F k UP o o o .._._....... _.J MM WROUGHT IRON RAILING 2" SLOPED STONE CAP - WROUGHT IRON RAILING v BUNK ROOM 0 51B7'-O" 0 r � M • ,6 UP �1$'L GARAGE ' 'A �0 SLAB ON GRADE q ,� CD "o h is► fi �'.� C� ENTRY 2 (STONE) �z I s / - -� UP � i \ �"`•-- �._.....► 8183' -O" / ,,,- '� '�i. 2�0 2�� I • I LOW WALLS r UP ,� RI -0 HEAT D STONE PATH I 1 STONE VENEE I I \ I \ \ AA ELECTRIC METER OCATION I HEATED DRIVE I ( I Rat -0 I Lo ` r I 4 I ✓o I y � I m t -}- NOTE: PROVIDE MONITORED FIR ALARM SYSTEM 8187' o" TO COMPLY WITH NFPA 72 0� NOTE. EXTERIOR ENT Y STAIRS TO BE I GAS METER LOCATION v CONSTRUCTED "SLAB ON GRADE" NEW PROPERTY LI H " U'S FOR STAIRS * ARCHES I WIT 6 CM I I LOWER LEVEL FLO PLAN B1701'-C 0" 1 I ah" P WALL SGO CE SCALE 1/41, i 1 _oH �._./ 2 Q EXT. RECESSED I i 3 PATH / LANDSC PE NOTE: ALL EXTERIOR LIGHTING TO BE DOWN LIGHTING I I I I I CO COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS FIEREIN, AS AN INSTRUMENT OP PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN AAA. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITThN AUTHORIZATION OF ST'P,VEN JAMES RIDiu`3 THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SFLILL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH DATE: , x} 17, 2008 ISSUE: t...T.H.I . #3 N REVISION DATE Dunn CIO H V� � H U W W H z U H � 00 W � � 00 a � � a M00 H a cn X i--� W C) U z z ' U O z O -+ r` U r � Z , > v) W >o H a W �Zy H U W a� w CO COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS FIEREIN, AS AN INSTRUMENT OP PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN AAA. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITThN AUTHORIZATION OF ST'P,VEN JAMES RIDiu`3 THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SFLILL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH DATE: , x} 17, 2008 ISSUE: t...T.H.I . #3 N REVISION DATE Dunn V� � H W � H � 00 � � a � a U H a CO COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS FIEREIN, AS AN INSTRUMENT OP PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN AAA. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITThN AUTHORIZATION OF ST'P,VEN JAMES RIDiu`3 THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SFLILL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH DATE: , x} 17, 2008 ISSUE: t...T.H.I . #3 N REVISION DATE Dunn I NEW BOULDER WALL ---/ DRAIN NEW PROPER LINE (TO DAYLIGHT) 3 — — , _\ 3_3'_0"x5' -0" DOUBLE SHUTTERS DINING (WOOD) 1ARY UNIT :VEL Blg7' -q 3/8" RE A swow- 5' - 0" r 3' -0" AA /�\ G G HEATED STONE PATH KOWLER - IRON WORKS BATq K -711 A7 WINDOW WELL BELOW \ �� NOTE: FINISHED DIMENSIONS FOR MARBLE TILE (WALLS * SURROUND) HIGH WINDOWS STANDI INDOW *TELL B (c L/J 1 121 I fLLlL1 o AM MASTER BED W KITCHEN t (GRPT.) (WOOD) BSCURED GLASS 0 CLEAR Gt..A55 36 till - ni REMOVE EXISTING DOORS 4 WINDOWS J MASTER BED (WOOD) 81g7' -g 3/B •-. C ::� EXISTI PLUMBING BOX (15 "xiB ") --� X11 EXISTING COPPER DOWNSPOUT REMOVE EXISTING WINDOWS r NEW DOORS AND WINDOWS DECK RE: ELEVATIONS FOR WINDOW SIZES ( EATED FLAGSTONE) * Blg7' -q 3/6' 1 ,_^ 1 I _ - i 2' - 0y4 11 6 (o° 1r_r�zu i t I L __J L_-.J L_ DRAWER C M. BATH /DRESSING + (TILE) rim m - BUILT-IN CABS. 2 .� C� 1 POWDER (TILE) ROOF OUTLINE GARAGE OUTLINE BELOW NEW PROPERTY LINE LIVING LEVEL FLOOR PLAN SCALE 1(4 = 1' -0 1 + EXT. WALL SCONCE 2 ® EXT. RECESSED 3 A PATH / LANDSCAPE NOTE: ALL EXTERIOR LIGHTING TO BE DOWN LIGHTING i 1/ i i i ul NOOK (WOOD) i WALL OUTLINE ABOVE LIVING (WOOD) am 9 TONE VENEER 1 I I 1 I I PROPERTY LINE 15' -0" BUILDING SETBACK 25' -0" SEWER E SEMENT( STONE CAP STONE VENEER 1 PATIO (FLAGSTONE, (VERIFY) I I I I 1 \\ HATED STONE PATH 1 s N �\\ 2$ � r` m \, + 81791-01, �Up s CD �r CD i ) I I 3' -011 r_0n _ A I �,- KITCHEN I DW (TILE) A WOOD oa - - I I I I I I i REF. FZR. 0 RE A swow- 5' - 0" r 3' -0" AA /�\ G G HEATED STONE PATH KOWLER - IRON WORKS BATq K -711 A7 WINDOW WELL BELOW \ �� NOTE: FINISHED DIMENSIONS FOR MARBLE TILE (WALLS * SURROUND) HIGH WINDOWS STANDI INDOW *TELL B (c L/J 1 121 I fLLlL1 o AM MASTER BED W KITCHEN t (GRPT.) (WOOD) BSCURED GLASS 0 CLEAR Gt..A55 36 till - ni REMOVE EXISTING DOORS 4 WINDOWS J MASTER BED (WOOD) 81g7' -g 3/B •-. C ::� EXISTI PLUMBING BOX (15 "xiB ") --� X11 EXISTING COPPER DOWNSPOUT REMOVE EXISTING WINDOWS r NEW DOORS AND WINDOWS DECK RE: ELEVATIONS FOR WINDOW SIZES ( EATED FLAGSTONE) * Blg7' -q 3/6' 1 ,_^ 1 I _ - i 2' - 0y4 11 6 (o° 1r_r�zu i t I L __J L_-.J L_ DRAWER C M. BATH /DRESSING + (TILE) rim m - BUILT-IN CABS. 2 .� C� 1 POWDER (TILE) ROOF OUTLINE GARAGE OUTLINE BELOW NEW PROPERTY LINE LIVING LEVEL FLOOR PLAN SCALE 1(4 = 1' -0 1 + EXT. WALL SCONCE 2 ® EXT. RECESSED 3 A PATH / LANDSCAPE NOTE: ALL EXTERIOR LIGHTING TO BE DOWN LIGHTING i 1/ i i i ul NOOK (WOOD) i WALL OUTLINE ABOVE LIVING (WOOD) am 9 TONE VENEER 1 I I 1 I I PROPERTY LINE 15' -0" BUILDING SETBACK 25' -0" SEWER E SEMENT( STONE CAP STONE VENEER 1 PATIO (FLAGSTONE, (VERIFY) I I I I 1 \\ HATED STONE PATH 1 s N �\\ 2$ � r` m \, + 81791-01, �Up s CD �r CD i ) � — NEN PROPERTY LINE UPPER LEVEL FLOOR PLAN / ROOF PLAN SCALE 1/4" = 1 -0 ems.........- —1 - - I- - -I - I i SCALE 1/4" = 1' -0" 1 4. -r`4 1 1 \VI LI\ 1 1 L I1`11.- t--\/ - I - t-- r'S I /" i r3 tef A - T - t' T'j I A I C K I / tom' C _ U RIDGE 821q' -6 314 RIDGE 8217' -7 7/8° RIDGE 8214-7 7/8" RIDGE 8213' -9 1/8" METAL SP I NGLE5 2x4 CEDAR TRIM 2x6 CEDAR FASCIA 3x10 WOOD DEADER UPPER LEVEL 820(o' -0" ii! TRUSS •I! WEAD . i i ! TR 2" STONE CAP STONE VENEER �TCN PRIMARY) LEVEL 81%' -0" C ORNE R TRIM i • r BAND ii BR iir HEAD ST ONE " .-- ARAGE rii' LEVEL 81 • j • r-A I I I IN%zr ;xrMAAl.lr / C1�ti t tCi'1 3= SAP'1C /,/ OLL2 I-F ,,RIDGE 8217'-7 7/8' I-F ,LUPPER LEVEL 82C \.F o L LIVING LEVEL blql IT FINISHED GRADE EXISTING GRADE V41NDON WELL L ONER LEVEL 81 OIL N , nT TTT-T -PT -PTT A TTnNT =I EXTERIOR NATERIALS NOTES: MATCH CHIMNEY CAP DETAIL FROM PRIMARY UNIT MATCH ROOFING MATERIAL (METAL) BOTH UNITS B RIDGE 821q'-q 1/211 SCISSOR TRUSS 2x6 FRAMING ARCHITECTURAL PROJECTION -3N 12 12 7 12 33'-0" EXISTING GRADE OFFSET 7 STRUCTURAL INTERIOR TRUSSES 6x6 PURLINS SO ml UPPER LEVEL 8206 a- LIVING LEVEL 8195'-0" - T- ob LONER LEVEL 8183' - 0" -r EXISTING GRADE FINISHED GRADE 33 ' —V 11 EX I ST 1 1. 1 r- I- r.% A r.% r- ".%r- t-l- f--l- RIDGE 821q' -q ARCH ITECTUF STRUCTURAL RIDGE 8214 Z DORMER RIDG 'IF (ox(o PURLINS OL LIVING LEVEL FINISHED GR� EXISTING GR1 LONER LEVEL GARAGE LEVE OL I-F 0 1 I EN d I O N IL 0 T HALLNAY I ml HALLWAY BUILDING SECTION BB SCALE 114 = 1 -0 1, cv 3' -0" Lu dD 12 7 \j BED 4 I ,..�,RIDGE 8217'-7 7/8" 'IF 12 7 STRUCTURAL INTERIOR TRUSSES 6x6 PURLINS b - 1 Ng O LLIVING LEVEL bl%'-O" EXISTING GRADE FINISHED GRADE WINDOW WELL OIL LONER LEVEL 8183'-0" -r LV Al 11 I I KITCHEN BEE) 2 / BUNK 1� CL A 7 0 BUILDING SECTION CC SCALE 1/4 = i t -O ff m LIVING LEVEL 8195'-0" - T- ob LONER LEVEL 8183' - 0" -r EXISTING GRADE FINISHED GRADE 33 ' —V 11 EX I ST 1 1. 1 r- I- r.% A r.% r- ".%r- t-l- f--l- RIDGE 821q' -q ARCH ITECTUF STRUCTURAL RIDGE 8214 Z DORMER RIDG 'IF (ox(o PURLINS OL LIVING LEVEL FINISHED GR� EXISTING GR1 LONER LEVEL GARAGE LEVE OL I-F 0 1 I EN d I O N IL 0 T HALLNAY I ml HALLWAY BUILDING SECTION BB SCALE 114 = 1 -0 1, cv 3' -0" Lu dD 12 7 \j BED 4 I ,..�,RIDGE 8217'-7 7/8" 'IF 12 7 STRUCTURAL INTERIOR TRUSSES 6x6 PURLINS b - 1 Ng O LLIVING LEVEL bl%'-O" EXISTING GRADE FINISHED GRADE WINDOW WELL OIL LONER LEVEL 8183'-0" -r LV Al 11 I I KITCHEN BEE) 2 / BUNK 1� CL A 7 0 BUILDING SECTION CC SCALE 1/4 = i t -O ff M. NEW RIDGE 8219' -10 3/1 If 0 6 UPPER LEVEL 8197' - 9 If o b LOWER LEVEL 8189' - 0' If EXTERIOR MATERIALS NOTES: MATCAI C41MNEY CAP DETAIL FROM PRIMARY UNIT MATCH ROOFING MATERIAL (METAL) SOTW UNITS "A l ��_ y — u nv - "V vr �v�..r ra.r � r ✓ •�� u — v n i — v i v�-L. f+.rv7rl � a+vvi�.v (2)- 3'- 6 "x2' -3" CASEMENTS ABOVE r NMI V. 10 • .S NOTES: WM PRIMARY UNIT TAL) 50TW UNITS ,IL FROM PRIMARY UNIT C7W UNIT :)N RAILING FROM PRIMARY UNIT kDER DETAIL FROM PRIMARY UNIT UPPER LEVEL 8197 -9 3/8" GARAGE LEVEL 8177' -0" inr-m ii 01:9 I F OIDGE 8217'-7 7/8 If O bUPPER LEVEL 82( IF ob LIVING LEVEL 81q� IF FINISHED GRADE EXISTING GRADE WINDOW WELL — LOWER LEVEL SIE PQ_ -._ I - - I - - I - - - - I - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - If SOUTH ELEVATION SCALE 3/16"=I'-O" In VEL blq7-9 3/8 " 40 EXTERIOR MATERIALS NOTES: A 2 MATCH CHIMNEY CAP DETAIL FROM PRIMARY UNIT MATCH ROOFING MATERIAL (METAL) BOTH UNITS ing 20 Z4 1 r • EXTERIOR MA MATC CHIM CAP MATCH ROOFING MATE MATCH BEAM AND BR, MATCH WOOD SIDING , TRIM DETAIL FROM MATCH POST AND NRi MATCH STONE VENEER OL UPPER LEVEL 81g7' 0 LOWER LEVEL B189 OL NEN BUNK ROOM 8 O GARAGE LEVEL 817 FINISHED GRADE SCALE 1/4" = 1' -0" 4 -.Jo&A � ^w i s i^ A a IRON RAILI' STONE VEI` 3(0" CONC. WATERFALI BOULDERS FINISHED G SCALE 1/4 = 1' - 0 " « • « • r « • r 8174 • r _._.e._._._._ RIDGE 8223' -5 1_ /2' U PPER LEVEL 820V-0 I V LIVING LEVEL 8185' -0 EXISTING GRADE 06 NEW RIDGE 821q' -10 31E • r UPPER LEVEL a OL LONER LEVEL 518q' -0' EXTERIOR MATERIALS NOTES: MATCH CHIMNEY CAP DETAIL FROM PRIMARY UNIT MATCH ROOFING MATERIAL (METAL) BOTH UNITS 2 �ierT i w+ Iii li+ ri+ .c. - ..r - Iv my - v vr^r..ia.l 1&—l1 I — r 'if rw —v ^1 — w I i/vvlvv (2)- 3'- (o"x2' -3" CASEMENTS ABOVE METAL SHIT RIDGE SEAT INSULATION WATERPRO( 5/8" ROOF ROOF JOI S° INSULATION 5/8" G.W.S. VAPOR BAi (CONT.], STRUCTURE EXTERIOR SHEATHING INFILTRATION BARRIER 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) FLASHING 3x10 WOOD HEADER TRIM HEADER RE: STRUCTURAL 5/8" GYPSUM WALL BOARD W/ VAPOR BARRIER BRICK MOULDING SEALANT AND BACKER ROD CLAD WINDOW UNIT 2x4 CEDAR TRIM HEAD (SIDING) SCALE 1 1/2" =1' - 0 " BRICK MOULDING SEALANT AND SACKER ROD `�- 2x4 WOOD TRIM 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) JAM: (SIDI SCALE 1 1/2 = 1' -0" SILL 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) CLAD WINDOW UNIT SEALANT AND BACKER ROD FLASHING 2x4 CEDAR TRIM ft_ff :..__ EXTERIOR SHEATHING 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) (SIDING) SCALE 1 1/2 = it-Olt NOTE: 2x4 TRIM —SMALL WINDOWS, 2x(o TRIM LARGE WINDOWS i m EXTERIOR SHEATHING INFILTRATION BARRIER STONE VENEER 5 1/2" STUD WALL FLASHING HEADER RE: STRUCTURAL 5/8" GYPSUM WALL BOARD W/ VAPOR BARRIER 8" x 10" WOOD HEADER ANGLE i RON BRICK MOULDING SEALANT AND SACKER ROD CLAD WINDOW UNIT STONE BEYOND WOOD CASING (VERIFY) (STONE) SCALE 1 1 /2 11 = 1 r--- -- SEALANT AND BACKER ROD I NG STONE VENEER JAMB ( STON E ) . SCALE 1 1/2" = 1' -Off STONE VENEER CLAD WINDOW UNIT SEALANT AND BACKER ROD FLASHING 2" STONE SILL STONE VENEER INFILTRATION BARRIER EXTERIOR SHEATHING 5 1/2" STUD WALL WOOD SILL SILL (STONE) SCALE 1 1/2" = 1' -0" 12 7 TYPICAL DIM. AT ROOF PLAN TO EDGE OF ROUGH FRAMING. METAL SHINGLES INSULATION R -38 MIN. (VERIFY) INSULATION BAFFLE 2x BLOCKING G.W.B. 2x6 EXTERIOR WALL 1/2" EXTERIOR SHEATHING INFILTRATION BARRIER VAPOR BARRIER (CONT. WALL CEILING) INSULATION R —lq MIN. (VERIFY) 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) WATERPROOF MEMBRANE WEEP SCREED FLASHING METAL SHINGLES WATERPROOF MEMBRANE 5/8" ROOF SHEATHING ROOF RAFTER RE: STRUCTUR, 2x12 LEDGER RAFTER HANGER R lq INSULATION MIN. 2x6 EXTERIOR WALL 5/8" G.W.B. SCALE 1 1/2" = 1' - 0 " NOTE: VERIFY DETAIL WITH STRUCTURALS 1 i 4 q1'4 PLAN VIEW NOTE: PROVIDE ONE HOUR FIRE RATED ASSEMBLY AT AREAS WITHIN 3 OF THE PROPERTY LINE. __ 12 LAYERS 5/8" TYPE "X" G.W.S. GA FILE NO. RC 2601 FLASHING 2x6 CEDAR TRIM 2x10 CEDAR FASCIA 2x12 SUB FASCIA SOFFIT VENT W/ BUG SCREEN 6" T *G CEDAR SOFFIT 1x4 WOOD FRIEZE BOARD CREATE SEALED BARRIER @ WALL EDGE 1/2" EXTERIOR SHEATHING 3x10 CORNER BOARD TRIM INFILTRATION BARRIER BOARD * BATT SIDING (1x3 OVER 1x10) BASE TRIM INFILTRATION BARRIER 1/2" EXTERIOR SHEATHING 'ER LEVEL 8206' -0 TOP OF PLYWOOD NOTE: FINISHED FLOOR 3" ABOVE PLYWOOD (CONCRETE TOPPING W/ HEAT + STONE, TILE, WOOD OR CARPET) 1 1/8" PLYWOOD DECKING (VERIFY) FLOOR JOISTS RE: STRUCTURAL 5/8" ROOF SHEATHING ROOF JOIST RE: STRUCTURAL BLOCKING AS NEEDED (o" HORIZONTAL SIDING (MATCH PRIMARY UNIT) z;ovvru,. t), \ i i t vm oL_L. - 1N) INSULATION IN ALL INTERIOR WALLS AND FLOORS. SCALE 1 1/2 = 1' - O " NOTE: @ SIM 3:12 ROOF PITCH AND OR LEVEL SOFFIT VERIFY INTERIOR TRUSS. 1`lJl.l1' ..11llJ 11� SCALE 1 1I2" = 1 " -O" NOTE: @ SIM 3:12 ROOF PITCH, VERIFY INTERIOR TRUSS. R Iq INSULATION MIN. 2x6 EXTERIOR WALL--­,, (o" HORIZONTAL SIDING (MATCH PRIMARY UNIT) 1/2" EXTERIOR SHEATHING INFILTRATION BARRIER— FLASHING I FINISHED GRADE COMPACTED EARTH a s < A'6 6/8" G.N.B. HOOD BASE BOARD 1 1/5" PLYWOOD 2x8 PLATE -1/2" ANCHOR BOLT CONCRETE HALL TOP OF PLYN ♦ i m a 3 tj 3" GYP. * FLOORING 2x4 CEDAR TRIM 1 1/8" PLYWOOD EXTERIOR DOOR CONCRETE HALL WATERPROOF MEMBRANE JOIST HANGER SEALANT AND BACKER ROD FLOOR JOI FLASHING 5/8" G.N.B. FLAGSTONE PATIO MORTA BED --- ----- -- 4' CONC. SLAB A 4 WATERPROOFING 4 4" GRAVEL 1/2" EXTERIOR SHEATHING COMPACTED EARTH ... ( I ... I < . Ill SCALE 1 1/2 = i t -O ff NOTE: @ SIN VERIFY EXTERIOR MATERIAL. AND INTERIOR FLOOR STRUCTURE.(SLAB ON GRADE) (o" HORIZONTAL SIDING (MATCH PRIMARY UNIT)— WATERPROOFING BEVELED PLATE FLASHING 2x12 CEDAR BAND 2x BLOCKING AS NEEDED LSL RIM BOARD 1/2" EXTERIOR SHEATHING INFILTRATION BARRIER STONE VENEER 3" GYP. * FLOORING 1 1/5" PLYWOOD R Iq INSUL. MIN. FLOOR JOIST TOP OF PLYNO04 V*IDING ABOVE STONE SCALE 1 1/2" = l'-O" NOTE: @ SIM. VERIFY INTERIOR CONSTUCTION. 6" HORIZONTAL SIDING (MATCH PRIMARY UNIT) _R Iq INSULATION MIN. 2x6 EXTERIOR WALL FLASHING 2" STONE SILL 1/2" EXTERIOR SHEATHING 211 INFILTRATION BARRIER STONE VENEER 2x6 PLATES STEEL LINTEL ANCHOR BOLT SILL SEAL FINISHED GRADE WATERPROOFING SLOPE FOR DRAINAGE if - GARAGE LEVEL 8182 q . TOP OF SLAB 4 CONCRETE HALL 4 HATER PROOFING a 41 4" CONC. SLAB VERIFY N1 5TRUCT. f'I III II GRAVEL COMPACTED EARTH TO qO% PROCTOR DENSITY 2" RIDGID INSULATION III II NOTE, DOWEL SLAB TO HALL VERIFY iii iii SIZE/SPACING WITH STRUCT. B" GYP. *FLOORING 1 1/5" PLYWOOD R Iq INSUL. MIN. FLOOR JOIST TOP OF PL YWOOD - WOOD SIDING W/ BAND SCALE 1 1/2 = i f -O ff METAL 4" STEE CHIMNE'i LIQUID ! COUNTEI HATER 314" MO (SLOF FLANGE METAL WATER 2x(o FRA 5/8" EX' STONE I 3 1 -0 11 '40TE: MAINTAIN MIN, CLEARANCE BETWEEN FLUE * CHIMNEY ROOF qOTF: CHIMNEY FLUE 4 INSTALLATION PER MANUFACTURE 4'-q" RADIUS 4'-3" RADIUS 5x8 V400D BEAN 8" DECK BRACE SCALE 1 1/2" = 1'-0" NOTE: @ SIM. VERIFY BRACE SIZE. 3" GYP. *FLOORING 1 1/8" PLYWOOD CONCRETE WALL JOIST HANGER FLOOR JOIST 5/8" G.W.B. MAIN LEVEL 8105'-0" TOP OF PLYWOOD (o" HORIZONTAL SIDING (MATCH PRIMARY UNIT) OUT SWING DOOR -WATERPROOF MEMBRANE SEALANT AND BACKER ROD FLASHING 1 1/2" DECKING (VERIFY) DECK JOISTS RE: STRUCTURAL JOIST HANGER 3x10 V400D HEADER CLAD WINDOW UNIT BRICK MOULDING — WINDOW SWING 2x4 CEDAR TRIM- 2x4 CEDAR TRIM 01111-VIIZ I 1//l - I -V 2 SCALE 1 1/2fl = i t -O ff NOTE: 2x4 TRIM - SMALL WINDOWS, 2x6 TRIM - LARGER WINDOWS EXTERIOR WALL (GARAGE) I SCALE 1 1/2" = F-0" NOTE @ SIM. VERIFY INTERIOR CONSTUCTION. PATIO TO BUILDING @ GRADE SCALE 1 1/2 = 1 1 -0 11 NOTE: @ SIM VERIFY EXTERIOR MATERIAL. AND INTERIOR FL OOR STRUCTURE (SLAB ON GRADE) 1/2" EXTERIOR SHEATHING INFILTRATION BARRIER 6" HORIZONTAL SIDING - (MATCH PRIMARY UNIT) NATERPROOFING------, FLASHING lx HOOD SPACER 2x12 HOOD BAND 6" T*G SOFFIT �• SCALE 1 1/2ff = i t -O ft NOTE: VERIFY DETAIL N / STRUCTURAL 7Yell I NEW PROPERTY LINE �Y� Y I�YYYIY • gl�rY � Y � �� f YY�OOIYwY YI�YYYI�IYF 0 *2 ioi on I Eo � ��2_ 1 BATH 1 a El r m _ MEDIA BED / BUNK p 0 ►I m I I I I I I 1 f I i I -.J I I 1 I I I I I i I i I I I -_J 7 ,r i s to z Q � a � s GARAGE UP No ENTRY 2 \ +or m 3 1 K9 m r 1 Y 0 LOWER LEVEL ELECTRICAL PLANS SCALE 1/4" = 1' -0" ' O 1 I I NOTE: PROVIDE i OUTLET * i SCONCE I @ 48 "I * 80" ABOVE FINISHED FLOOR, FOR EACH BUNK. I (VERI�Y HEIGHTS) I I I 1 I I GG I I I I I I I r I _ 1 3 I I HEATED STONE PATH I I I I NOTE: PROVIDE MONITORED FIRE ALARM SY TEM TO COMPLY WITH NFPA 72 I I 1 I I I I I I I I I I ELECTRICAL SCHEDU am DUPLEX (HALF NOT, WATER PROOF, IN SOX UNDERG OUN CLOCK OUTLET • LOOR OUTLET rPECIAL: VERIFY APPLICATION REQUIREMENTS PECIAL: IN FLOOR PHONE ECT. WITCH - ALL SWITCHING * COVER PLATE (VER FY) A JTO iUTOMATIC MOTION DETECTOR LIGHT SWIT 4 ;W�Nrz / MULTI CABLE, TV /SAT /COMP., DA A 1 ERIOR WALL SCONSE 20 EXTERIOR RECESSED (4" ROUND) HALO -Hg ICT ( A.E.) 3p I TERIOR RECESSED (4" ROUND) HALO -144 T, Hqq T A SQUIRED FOR INSULATION (O.A.E.) 4p+ INTERIOR RECESSED ADJUSTABLE (4 ROUND) HA -HggT, HggICT 5g0 itrzRIOR RECESSED SHOWER/LENS (4" ROUND)NAL - HggT,14gqlCT 6 Fol INTERIOR RECESSED: HIGH CEILING SLOPED CAN (4 ROUND) HALO 7 INERIOR CEILING MOUNT 8 P NDENT: BY OWNER q IN ERIOR WALL SCONSE: BY OWNER 10 ® IN�ERIOR CEILING: BLANK HEAVY DUTY 11 m EXTERIOR DECK C —> UN> ER CABINET FIX. "ELITE" BY ALKCO �--C CEILING MOUNT P7220 -60 W/P7214 -30EE BY PROGRE E (O.A.E.) --_ UNRER CABINET POWER STRIP ON 45 CANT STRIP DIE OSER BY IN- SINK- ERATOR, 1/2 H.P. W / AIR E TCH PANASONIC FV -20VQ2 AS DESCRIBED SEC. I KEY PAD KEY ENTRY SUTTON THERMOSTAT (� HUMIPISTAT Q SMOKE DETECTOR HALO TR1 CODE (O.A.E.) FOR LIGHTS #2 - #6 RE: SH E1, E2, E3 A -qq P - SPECULAR REFLECTOR CONE B -qq P - COILEX BAFFLE C- qq8 - EYEBALL - 30 TILT D -gq - WALL WASH E -q5i S - LENSED SHOWER TRIM F -gg0P - PINHOLE TRIM NOTE: (O.A.E. OR APPROVED EQUAL INTERIOR SWITCHES TO BE DIMMED VIA LUTRON (0. E. VERIFY DIMMING CIRCUITS WITH ARCHITECT. ALL - IN MUST W REVIEWED AND VERIFIED ON S WITH AJPWI TSCT PRIOR TO PLACEMENT OF ANY MATERI AND FIXTURE'S. GFI PRdTECT CIRCUITS, INTERCONNECTED FIRE /SMOK D ECTORS AND A RMS, WET LOCATION FIXTURES AND OTHER IT M TO COMPLY W/ ALL CURRENT ADOPTED CODES AND ORDI 1A CES. NOTE: VERIFY FLECTRICAL REQUIREMENTS AND LOCATIONS OR WHOLE OUSE STEREO SURROUND SYSTEM. NOTE: INTERCO NECTED- MONITOR N ALARM. a PR PERTY LINE _ [\A \ � � __ m 00 STEVEN JAMES RIDEN ALL RIGHTS RESERVED THISDOC(AIENT, AND THE IDEAS AND DESIGNS HERRIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORMATION OF THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY LIMING FIELD CONDMO` NS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS, TIM CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH DAIR' JUNE 17 2005 6 REVISION DATE INITIAL JULY 11, 2005 TW ff rr r r , r � SCALE 1/4 11 = 1 - 1� NEW PROPERTY LINE 1 i I ELECTRICAL SCHEDU � W DUPL HALF NdT, WATER PROOF, IN BOX UNDERGROUND CLOCK UTLET • FLOOR UTLET SPECIAL: VERIFY APPLICATION REQUIREMENTS SPECIAL IN FLOOR PHONE ECT. SWITCH �- ALL SWITCHING 4 COVER PLATE (VERIFY) A JTO AUTOMATIC MOTION DETECTOR LIGHT SNIT 4 PHONE /MULTI CABLE, TV /SAT /COMP., DA A 1 EXTERIO WALL 5CON5E 20 EXTERIO RECESSED (4 "" ROUND) HALO —Hg ICT (O.A.E.) 3 O INTERIORI RECESSED (4 ROUND) HALO —Hg T, HggIGT A REQUIRED FOR INSULATION (O.A.E.) 4g+ INTERIOR (RECESSED ADJUSTABLE (4" ROUND) HALO —HggT, HggICT S® INTERIOR RECESSED SHOWER/LENS (4" ROUND)HALO— HggT,HqqICT 6 th! IN"T"ERIOR RECESSED: HIGH CEILING SLOPED CAN (4" ROUND) HALO 70 INTERIOR CEILING MOUNT S (D PENDENT: BY OWNER q (I)i INTERIOR WALL SCONSE: BY OWNER 10(f) INTERIOR CEILING: BLANK HEAVY DUTY 11 ® EXTERIOR DECK C —) UNDER CABINET FIX. "SLITE" BY ALKCO 3--C CEILING MOUNT P7220 -60 W/P7214 -30ES BY PROGRESS (O.A.E.) UNDER CABINET POWER STRIP ON 46^ CANT" STRIP I I DISPOSER BY IN— SINK— ERATOR, 1/2 H.P. W / AIR SWITCH PANASONIC FV -20VQ2 MOTOR AS DESCRIBED . SECURITY KEY PAD KEY KEYLESS ENTRY $ PUSH BUTTON THERMOSTAT HUMIDISTAT Q SMOKE DETECTOR HALO TRIM CODE (O.A.E.) FOR LIGHTS #2 — #6 RE: SHEETS E1, E2, E3 A —gggP — SPECULAR REFLECTOR CONE 5-9g3P — COILEX BAFFLE C —gg5P — EYEBALL — 30^ TILT D —gg2P — WALL WASH E —g51PS — LENSED SHOWER TRIM F —ggOP — PINHOLE TRIM NOTE: (O.A.E.) OR APPROVED EQUAL INTERIOR SWITCHES TO BE DIMMED VIA LUTRON (O.A.E.) VERIFY DIMMING CIRCUITS WITH ARCHITECT. ALL ROUG14 -IN MUST HE REVIEWED AND VERIFIED ON SITE WITH ARWITECT PRIOR TO PLACEMENT OF ANY M(POSM MATERIAL AND FIXTURES. GFI PROTECT CIRCUITS, INTERCONNECTED FIRE /SMOKE DETECTORS AND ALARMS, WET LOCATION FIXTURES AND OTHER ITEMS TO COMPLY W/ ALL CURRENT ADOPTED CODES AND ORDINANCES. NOTE: VERIFY ELECTRICAL REQUIREMENTS AND LOCATIONS FOR WHOLE HOUSE STEREO SURROUND SYSTEM. NOTE: INTERCONNECTED— MONITORED FIRE / FREEZE / SMOKE AND INTRUSION ALARM. H U w H z U � w O cv 00 W O Hsi w z U Uo, z O �r U Z r w O s��"' ' a+ E"f O w w ,-� C/) Oo H w � 00 9 N (.� H � t� COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIIS DOCUMN T, AND THE IDEAS AND DESIGNS RERUN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STE V EN JAMES RIDEN A.LA, ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WHHOUT THE V7RITTF.N AUTHORIZATION OF STEVEN IA.MWS RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH DATE: JUNE 17, 2008 ISSUE: C. T.A.P. #3 N REVISION DATE INITIAL. 0 I I fi I NEW PROPERTY LINE r 0 t AA N G A7 G A� SHOWER O O O O O V -0" VERIFY i a l' - 0" ' BED 1 LAUNDRY MEDI BAT61 2 11' -0" 111-011 O O 1 1 ' — " O O 11' —Q" 0 rn BED 2 / BUNK 11' —0" O O O Li 11 L LLLL BATH 1 O 11 I —0 "O O O 11 -0" 11'3" O O O O MUD O M ECHAN 1 CA L LOFT I I " TtG DECK SOFFIT Q -'' &'x 8" WOOD BEAM COFFERED CEILING s " CROWN MOULDING GARAGE BELOW 7 ' -0 " .- 11111 O .-- IIIII -' II I II � o GARAGE III 12' —077 SLOPING III O ENTRY 2 11' — 0" O O 0 w 101 U I I I I I I I NEW PROPERTY LIrE i LOWER LEVEL REFLECTED CEILI G PLAN SCALE 1/411 ^ 17 - /111 NOTE: q' -0" = APPROXIMATE HEIG T TO I FLOOR JOIST ABOVE. I CD o i i i HEATED STONE PATP I I I I I )TE: PROVIDE MONITORED FIRE ALARM SY TEN TO COMPLY WITH NFPA 72 I I I I I I I I I I I H U w H H z W � w ,_.., 00 o m w T,I as H tY) 00 tf H I � o cs, U L) C) u H ;> x "o w W o J W w F-4 o w as w H � H W � H N W H � COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ISTHEPROPERTYOF STEVEN JAMES RIDEN A.TA. ARCHITECT P.C., AND IS NOT TO HE USE]) IN WHOLE OR PART WITHOUT THE WRITIEN AUTHORIZATION OF STEVEN IAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT HEFORE PROCEEDING DRAWN BY: ` H DATE JUNE 17, 2008 ISSUE: G. y 1 .A.P. #3 fl REVISION DATE INTDAL RCI fi O 0 Lu 0 0 101-011 0 MASTER BED M. BAT+ 4 lot-oil 1 101-0 0 11 r ERTY LINE 0 0 O 0 0 0 DRESSING 0 0 0 0 101-011 0 0 0 0 0 0 0 0 , POW R PO N 0 \ 0 0 q I oil 0 0 DINING 0 0 0 ENTRY GG HEATED STONE PATH ql 0 0 10 00 0 0 KIT In s... X 0 \\ 0 9 a X LIVING 0 Al 101 9 STRUCTURAL TRU55E Gx(o PURLINS HEATED STONE PATH _ ,m I STRUCTUVAL TRUSSES (OX(O PURL NS o �r CD NEW PROPERTY LINE LIVING LEVEL REFLECTED CEILING PLAN SCALE 114" = 1 NOTE: q'-O" = APPROXIMATE PEIGHT TO BOTTOM OF FLOOR JOIST ABOVE. ....... .. ........ GO U z 00 M 00 x r4 0 oO C> pe r~ f -., > W e > 00 00 0 C 0 P4 � W > (g)COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THISDOCUINIENT,ANDTHEIDEAS AND DESIGNS HEREIN, AS AN TNSTRUW,NTOPPROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN SAKES RIDEN XIA ARCIRTECTP.C,, AND IS NOT TOBE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZAT[ONOF STEVEN JAMES RIDEN THE CONTRACTOR SHALLTHOROUMLY INSPECT AND SURVEY E=TD4G FIELD CONDITIONS TO VERIFY THATTHOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALLREPORT ANY VARIATIONS OR DISCREPANCIES TO TAE ARCHITECrBEFORE PROCEEDING DRAWN BY: TN DATE: JUNE 17, 2008 ISSUE C.T.A.P. #3 REVISION DATE INITIAL JULY 11 2008 T44 RC2 13 SCALE 1/4 11 = 11-011 NOTE: q'-O" = APPROXIMATE qEIGPT TO BOTTOM OF FLOOR JOIST ABOVE. NEW PROPERTY LINE STRUCTUrAL TRUSSES r 6.6 NS z 00 cf) cf) x 0 Oo C) 0 Z ch > Wu) 0 un 00 in 0 0 u P4 o (o COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS ANDDESIGNSUMM, ASAN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN AT,'L ARCHITECT EC., AND IS NOT TOBE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION Or STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS THE CONTRACTOR SMALL REPORT ANY VARIATIONS OR DISCREPANCIES TO TIM ARCHITECT 13EFORE PROCEEDING DRAWN BY: TH DATE: JUNE 17, 2005 ISSUE: C.T.A.P. #3 # REVISION DATE INITIAL RC3 h- &,qqq k q%l I x N 4 Z2 zi 7 A 44 J71 - • it 0 o/ T o/ o/ � I �� 101 0 40 u vs WINE ffff summ 7 lE I fff .I- t A\ AA , I Al r� 3 K FA SUMMARY TABLE BEAVER DAM ROAD GRFA LLONABLE �S{TE: — 4,755 — SQ. (10,000) x .46 = 4 SQ. FT. (5, 000) x .38 It '9 0 SQ. FT. (9,785) x .13 1, 72 SQ. FT. OTAL 7 2 SQ. FT. �LLONABLE 254 BEAVER �AM RD. (NEST UNI 7,772 x .40 = 3,108 FT. 01- FA TOTALS SOUTW UNIT� (SECONDARY) E: PLAN TOTAL SWEE+ LONER LEVEL = 1 7$5 50. FT. LIVING LEVEL 1,83 / 8 �l SQ. FT. UPPER LEVEL = 694 SQ. FT. T TAL = 4, 31 SQ. FT. TOTAL A EA - 4,668 SQ. FT. GR DE TIONS NEST UN AREA BE ON = 2 399 SQ. FT. L T L EL / AREA BEL N GRADE: OTAL AREA = 4 *. FT. A EA LON = 2,3q9 W. FT. 2 qq + 4 .5139 51% GA GE -2E&W SQ. CRA L 5 = 0 LONE LE L = 1,185 x �1% = 604 SQ. TAL DED 10 FT. 0 1 5 50. FT. TO AL GRFA = 4,310 FT. TOT L DEDUCT ON5 1, 204 Q. O SED GRF 3,106 S T. L N LE GRFA = 3108 5 FT. PR011os D GRFA REMAININ GRF B (o 5 S Q, ALLOWABLE 1254 BEAVER DAM RD. (EAST UNIT) 7 .60 = 4,663 SQ. FT. GRFA TOTrA-%I NORTW UNIT (PRIMARY) (RE: PLAN TOTAL SWEETS) 8 LEVEL = 611 SQ. FT. 8,187' LEVEL = 61 SQ. FT. 8,18q' LEVEL 1, q55 + 144 - 2,oqq SO. FT. 8, 197' LEVEL = 2, 231 SQ. FT. TOTAL 5 1 552 $0. FT. GRFA DEDUC ONS EAST UNIT LONEST LEVE / AREA BELOW GRADE: TOTAL A EA - 4,668 SQ. FT. AREA BE ON = 2 399 SQ. FT. I 68 = .513q GARAGE = 600 SQ. FT. CRAWL S ACE = 0 LONER L EL = 1 x 51% = 1 1 002 SQ. FT. TOTAL DEDUCT ONS = 1 602 SQ. FT. TOTAL GRFA 5 50. FT. TOTAL DEDUCTI NS 1,602 SO. FT, PROPOSED GRF 3 q50 SO. FT. ALLOWABLE GRF = 4 SQ. FT. PROPOSED GRFA 3 q50 $0. FT. REMAINING GRFA 713 90. FT. i i i i i i 0 � a o n, I IMM ECK Ir' � ' .M'i.�.... L k I..�t po o"A alp 'A V �IAAP P'A pe - UFO nj t� 14 /y 3 \ r� 4 m � LIVING LEVEL GRFA SCALE 1/4" = 1' -0" AA � G G A7' g i_ 8 7Aa 8�_ap 21 -6y2" - T , VA a, I I no r m WA ZA WA A I �a �o ZD 9 ,,V r i7 a ra 1 SQ. FT. Nf \\ s, SF2 H U w H x u x w � w 0 O M+i M tv w H �C-4 wpm Z U z v .. x W c) w a �• ¢ E-+ o Cjo x w w SF2 1 - 6 11 1 1 s i i i i fi i � o Z OOO X --- 112 I - =L 2q'-O" 61i 611 6U 611 2 1 -0 11 1 2' -6 1 1 2' -6" E 1 2' -6" 1 8' - 1 2' -6" 1 1 2' -6 i i 2' -(o 12' -0" Ki II 111 3 4 I I 24' -1 Im r EUM 1 I ii k I UPPER LEVEL GRFA SCALE 114" = 1 - l` �G .A r. 1 1 Zv N �v _I N S 1 f \ \ STRUCT L T�ZbSSES a' o �\ Al UPPER LEVEL = 694 SQ. FT. {) a _ 22 r.5Y� i . r-- 3 rf o " �„ •� � f`r r fo i �I i • s \ 1 0 ©. 0 . �.s aP s r � a a Corr i A7 i i i i i `k �x 340 s.f. bg = 102 s. 411 s.f. bg = 0 s.f GRFA SUMMARY TABLE 254 BEAVER DAM ROAD GRFA ALLOWABLE TOTAL LONER LEVEL = 1 SQ. FT. SITE: 24,786 SQ. FT. FT. UPPER LEVEL = 694 SQ. FT. (10,000) x .46 = 4,600 SQ. FT. (5, 000) x .38 = 1 qOO SQ. FT. (q, 785) x 13 = 1, 272 SQ. FT. TOTAL = 7,772 SQ. FT. ALLOWABLE 254 ]BEAVER DAM RD. (NEST UNI 7,772 x .40 = 3,108 50. FT. y GRFA TOTALS SOUTH UNIT (SECONDARY) (RE: PLAN TOTAL SHEETS) TOTAL LONER LEVEL = 1 SQ. FT. LIVING LEVEL = 1 SQ. FT. UPPER LEVEL = 694 SQ. FT. TOTAL = 4, 310 SQ. FT. GRFA DEDUCTIONS NEST UNIT LOWEST LEVEL / AREA 5ELON GRADE: TOTAL AREA AREA BELON 2 + 4 GARAGE CRANL SPACE LONER LEVEL TOTAL DEDUCTIONS TOTAL GRFA TOTAL DEDUCTIONS PROPOSED GRFA ALLONA5LE GRFA PROPOSED GRFA REMAINING GRFA 4 1 665 SQ. FT. 2 SQ. FT. 600 SQ. 0 1,185 x 51% = 604 SQ. 1 SQ 4,31 SQ. FT. I 204 SQ. FT. 3, 106 SQ. FT. 3, 108 SQ. FT. 3 ,106 SQ. FT. 2 SQ. FT. ALLONABLE 254 BEAVER DAM RD. (EAST UNIT) 7,772 x .60 = 4 SQ. FT. GRFA TOTALS NORTH UNIT (PRIMARY) (RE. PLAN TOTAL SHEETS) FT. 8,177' LEVEL = 611 SQ. FT. 8,187' LEVEL = 611 SQ. FT. 8 LEVEL - 1, 955 + 144 - 2 50. FT. 8,197' LEVEL = 2 SQ. FT. TOTAL REMAINING GRFA 5 $0. FT. GRFA DEDUCTIONS EAST UNIT LOWEST LEVEL / AREA BELON GRADE: TOTAL AREA = 4,668 SQ. FT. AREA BELON = 2 SQ. FT. 2 Bclq + 4 = .513 = 51% GARAGE = 600 SQ. FT. CRANL SPACE = 0 LONER LEVEL = 1 966 x 51% = 1 002 SQ. FT. TOTAL DEDUCTIONS = 1, 602 SQ. FT. TOTAL GRFA = 5, 552 $0. FT. TOTAL DEDUCTIONS I 1 602 SQ. FT. PROPOSED GRFA 3, 95O 50. FT. ALLONABLE GRFA = 4,663 SQ. FT. PROPOSED GRFA 3 950 50. FT. REMAINING GRFA = 713 50. FT. N 445 s.f. bg = 445 s.f. I t5 s. f. ba — 33 s.f, EXTERIOR WALLS / BELOW GRADE GUA (NORTH & SOUTH) SCALE 3/16 = 1 1 -0 11 (NORTH & SOUTH) EXTERIOR WALL SURFACES = 2,783 SQ. FT. BELOW GRADE EXTERIOR WALL SURFACES = 1,165 SQ. FT. 61 s.f. bg = 5 sf 86 s.f. bg = & m - -" 288 s.f. bg -- 0 s.1 ., %!e �k .L3r-j.LlJ YV ul%- ilJ.� YV t3.LL 3 U .rCx .f -"E.3 - 1 �G.J `F 3y. r i . DESIGN CRITERIA: Pal Residence Remodel #0705 -31 Roof Live Load (Snow) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 95 psf Roof Dead Load ----------------------------- - - - - -- 15 psf Floor Live Load ------------------------------ - - - - -- 40 psf Floor Dead Load ----------------------------- - - - - -- 25 psf Deck Live Load ------------------------------ - - - - -- 100 psf Deck Dead Load ----------------------------- - - - - -- 15 psf Wind (3 Second Gust) -------------------------- - - - - -- 90 mph (Exp. B) Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT IBC /IRC Edition ------------------------------ - - - - -- 2003 FOUNDATION DESIGN: a. Design of individual and continuous footings is based on a maximum allowable bearing pressure of 3500 psf (dead load plus full live load). b. Foundation and retaining walls have been designed using a lateral pressure of 50 pcf. C. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the recommendations of the geotechnical engineer, below frost depth. d. This foundation has been designed according to the design recommendations set forth in geotechnical report #104 254 by HP Geotech. The contractor shall follow the construction requirements from this same report. e. Provide continuous foundation drains around the perimeter of all basement walls and at the base of retaining walls. Contact geotechnical engineer for details. f. A representative of the geotechnical engineer shall verify soils conditions and types during excavation. Report any discrepancies from original findings to structural engineer for re- evaluation of foundation design. g. Backfill around and above structural buttresses and retaining walls shall be compaction - tested per the recommendations of the geotechnical engineer, h. Do not backfill against retaining walls until supporting elements (such as floor framing) are in place and securely anchored, or adequate shoring is installed. Concurrent backfilling of each side of a free - stonding retaining wall to final grades as indicated on plan or section is required unless temporary shoring is installed. i. Verify type of fill with soils engineer and structural engineer prior to backfilling. REINFORCED CONCRETE: a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACi 318) as adopted by Chapter 19 of the 2003 IBC. b. Structural concrete shall have a minimum 28 -day compressive strength of 3000 psi. C. Concrete shall be proportioned using Type 1 -11 sulfate- resistant cement. Admixtures containing chloride salts shall not be used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice. e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at a minimum of 10 bolt diameters unless noted otherwise. g. Anchor bolts for wood sill plates shall be placed at 4' -0" maximum spacing with one anchor bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall have sawn or tooled control joints at a maximum spacing of 15' -0" in each direction. Locate control joints along column grid lines where possible and provide slab isolation joints around columns. i. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1/2" B. #6 through #18 bar 2" 3. Concrete not exposed to weather or in contact with ground: A. Slabs, walls, joists ( #11 bar and smaller) 3/4" B. Beams, columns 1 1/2" REINFORCING STEEL: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shall be grade 40. C. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide (2) - #5 bars extending 2' -6" beyond edge of opening or step. e. Extend reinforcing steel a minimum of 2' -6" through cold joints. Unless specifically located on plan or details, coordinate cold joint locations with engineer. f. Welded wire fabric shall conform to ASTM Specification A -185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. h. Metric bar size conversion table: METRIC INCH -POUND #10 #3 #13 #4 16 # 22 #6 #25 #8 #29 #9 #32 #10 #36 #11 STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir -Larch #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas Fir -Larch #2. b. Studs shall be Stud grade and better Douglas Fir -Larch or Hem Fir. C. Built -up posts shall consist of Douglas Fir -Larch or Hem Fir #2 or better 2x4 or 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails @ 6" on center along each stud. d. Built -up beams consisting of multiple 2x members shall be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru -bolts spaced at 24" on center. e. Top and bottom plates shall be Douglas Fir -Larch or Hem Fir #2 and better. Plates placed directly on concrete walls or slabs shall be pressure - treated Hem Fir #2. f. Ledgers attached to concrete walls shall be treated Hem Fir #2, or if LVL material is used, shall have a continuous waterproof membrane between the concrete and the wood. g. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated 2x6 bearing block. Provide M" clearance around end of wood beam. Block against sides of beam pocket with treated 2x blocking to provide lateral support for beam. h. Beneath solid or built -up columns noted on plans, blocking of area equivalent to column above shall be provided within floor joist spaces and in wall spaces below. Door or window trimmers consisting of a single stud do not require special blocking in the joist space. i. Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing Schedule" on the drawings (2003 IBC Table 2304.9.1). j. Bolts used for wood framing connections shall be installed with standard washers and nuts. k. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush- framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member supported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. I. Wood nailer plates installed on steel beams or concrete walls for top - flange hangers shall be ripped to match the width of the wall or beam flange. Nailer plates supporting top flange hangers from one side only shall be installed flush with the face of wall or beam flange at the hanger locations. M. Manufactured joists shall be from an approved manufacturer and shall be equivalent in load carrying capacity and deflection criteria to BCI 6000 series joists in the depths and spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as required by the manufacturer. n. Prefabricated trusses shall be designed by a Colorado registered engineer to support the full dead and live loads of the roof, ceiling, and any other superimposed loads. The fabricator shall determine web arrangement and member forces. Load duration factor for snow loads is 1.0. Calculations and shop drawings shall be submitted to the architect /engineer for review prior to fabrication. The truss manufacturer shall specify all truss -to -truss connections. Temporary and permanent lateral bracing of trusses shall be installed as required by the truss manufacturer. o. Laminated veneer lumber (LVL) shall have the following minimum properties: 1. Flexural stress - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2600 psi 2. Modulus elasticity -- 1,9 psi 3. Tension parallel - -_ - - -_ `-- - - - - -- ----- - - - - -- rallel to grain 1$50 0 psi psi 4. Compression parallel to grain --------------------- - - - - -- 2310 psi 5. Compression perpendicular to grain (parallel to glue line) --- - - - - -- 750 psi 6. Horizontal shear ----------------------------- - - - - -- 285 psi 7. Connection of multiple- member beams: A. Top - loaded beams i) For members 12" deep or less, nail each member to the next with 2 rows of 16d nails at 12" o.c. ii) For members greater than 12" deep, nail each member to the next with 3 rows of 16d nails at 12" o.c. B. Side - loaded beams b. Unless noted otherwise, i) For two or three member beams, nail each member to the next with 3 of wall thickness, long rows of 16d nails at 12" o.c. Openings to 4' -0" - - - - - - - - - - - - - - - - 3 ii) For four member beams, bolt through with 2 rows of 1/2" diameter Openings 4' -1" bolts at 12" o.c. 4" x 3 1/2" x 1/4" iii) For members consisting of more than four members, contact structural to 8' -0" - - - - - - - - - - - - - engineer. P. All lumber used in construction shall have a maximum moisture content of 19%. q. Unless made of treated or naturally decay- resistant wood, all deck beams and joists (including glue -lams) wider than 1'h" shall be sealed and flashed at the top surface per architect. r. Framing Notes: LAMINATED VENEER LUMBER 1. Exterior walls: A. All exterior walls are 2x6 studs ® 16" o.c. to a maximum height of 12' -6 ", details on the drawings. 2x6 studs © 12" o.c. to a maximum height of 14' -6 ", and (2) -2x6 studs GENERAL REQUIREMENTS: 16" to a maximum height of 17' -4" unless otherwise noted. Walls taller than 5. 2" subfloor to joist or girder 17' -4" shall be framed with manufactured laminated studs. Contact engineer blind and face nail for spacing requirements, if not indicated on plan. Cap with a double top 16d at 16" a. c. plate installed to provide overlapping at corners and at intersections with MAT'L other partitions. If overlap is not possible, strap top plates with metal strap BLKG. ties (Simpson ST292 or equivalent). B. Gable -end walls shall be balloon- framed to the bottom of rafters or end -wall Sole plate to joist or blocking at braced trusses unless approved by engineer. C. Floor or roof framing members must be aligned to bear within 5 inches of the (4) -3" x 0.131" nail per 16" studs beneath. D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, B.O.W. exposure 1, at exterior face of exterior walls. Block all horizontal joints and 2 - 16d common nail panels with 8d nails spaced at 6" along panel edges and at 12" along BRG. intermediate supports. E. Provide (3) -2x10 headers over all door and window openings, with one 2x6 3 - 3" 14 gage staple trimmer and one 2x6 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud walls, provide multiple -stud posts equal to toenail width of bearing member unless noted otherwise. 2. Interior Load Bearing Walls: A. interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) @ 16" OSB o.c. with 1/2" gypsum wallboard both sides unless noted otherwise. Cap with 2 - 16d common a double top plate installed to provide overlapping at corners and at R intersections with other partitions. If overlap is not possible, strap top plates CLG. with metal strap ties (Simpson ST292 or equivalent). B. Floor or roof framing members must be aligned to bear within 5 inches of the 9. Double Studs studs beneath. C. Provide (2) -2x10 headers over all openings in wall, with one 2x4 or 2x6 3" x 0.131" nail at 8" o.c. trimmer and one 2x4 or 2x6 king stud each end, unless noted otherwise. D. At beam bearing locations in stud walls, provide multiple -stud posts equal to COL. width of bearing member unless noted otherwise. 3. Floor Construction: A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, REF. exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" 3" 14 gage staple at 12" o.c. along panel edges and at 12" along intermediate supports. Install sheathing with Double top plates long dimension perpendicular to joists and end joints staggered. B. Provide solid blocking between floor joists at all bearing locations. Blocking 12 - 3" x 0.131" nail material shall match the floor joist material. 4. Roof Construction: A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. Install 3 - 8d common sheathing with long dimension perpendicular to rafters or trusses and end to top plate joints staggered. Nail with 8d nails spaced at 6" along panel edges and at C. W. 12" along intermediate supports. B. Plywood sheathing shall be applied continuously over the primary roof members 12. Rim joist to top plate (rafters or trusses) below overfromed areas to provide adequate lateral toenail stability. C. Provide wind /seismic anchors at supports for all roof joists and trussed rafters. SECT. See nailing schedule. D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing 2 - 16d common locations. Blocking material shall match rafter, truss chord, or lookout DWL. material. 5. Wind Bracing: A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces 14. Continuous header, two pieces and are indicated as shear walls on plan have been designed to resist wind 16" o.c. along edge forces in accordance with Table 2306.4.5 of the 2003 IBC. B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and E. J. bottom plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by 5 - 3" 14 gage staple engineer. STRUCTURAL STEEL: a. Structural steel shall be detailed, fabricated and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. C. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter unless noted otherwise. d. Typical framed beam connections shall consist of pairs of 1/4" angles using the maximum number of bolts called for in Table II -A of the AISC Manual (ASD Ninth Edition). e. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson ", or approved equivalent with the following minimum embedments: 1/2" diameter - - -- 2 1/2" 5/8" diameter - - -- 3" 3/4" diameter - - -- 4" f. Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" or approved equivalent anchor systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. g. All welding shall be done by an AWS qualified welder. h. Delay painting within 3" of field welds until welds are completed. i. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless steel expansion anchors. j. All grout beneath column base plates and steel beams at bearing shall be non- shrink, non- metollic type grout. Grout shall have a minimum compressive strength of 2500 psi. STONE /BRICK VENEER: a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with a wire tie to the structural backing for every 2 square feet of veneer. b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" of wall thickness, long leg vertical, to bear 4" minimum each end: Openings to 4' -0" - - - - - - - - - - - - - - - - 3 1/2" x 3 1/2" x 1/4" Openings 4' -1" to 6' -0" - - - - - - - - - - - - - 4" x 3 1/2" x 1/4" Openings 6' -1" to 8' -0" - - - - - - - - - - - - - 5" x 3 1/2" x 1/4" Openings 8' -1" to 10' -0" ----- - - - - -- 6" x 3 1/2" x 5/16" (Multiple angles shall be oriented back -to -back) LAMINATED VENEER LUMBER c. Stone or brick veneer shall be supported on dry -stack CMU units to the foundation, or provide steel angle support per details on the drawings. 4. Wider than 1" x 6" subfloor to each joist GENERAL REQUIREMENTS: face nail 5. 2" subfloor to joist or girder a. b. C. d. e. f. 9• Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC /iRC. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING a - m LOCATION 1. Joist to sill or girder 3 - 8d common toenail LONG LEG VERTICAL 3 - 3" x 0.131" nail ABOVE FINISHED GRADE LONGIT. 3 - 3" 14 gage staple ADJ. 2. Bridging to joist 2 - 8d common toenail each end ANCH. 2 - 3" x 0.131" nail LVL LAMINATED VENEER LUMBER 2 - 3" 14 gage staple APPROXIMATELY 3. 1" x 6" subfloor or less to each joist 2 - 8d common face nail 4. Wider than 1" x 6" subfloor to each joist 3 - 8d common face nail 5. 2" subfloor to joist or girder 2 - 16d common blind and face nail 6. Sole plate to joist or blocking 16d at 16" a. c. typical face nail MAT'L 3" x 0.131" nail at 8" o.c. BLKG. BLOCKING 3" 14 gage staple at 12" o.c. MANUFACTURER Sole plate to joist or blocking at braced 3 - 16d per 16" braced wall panels wall panel (4) -3" x 0.131" nail per 16" BOTTOM (N) (4) -3" 14 gage staple per 16" B.O.W. 7. Top plate to stud 2 - 16d common end nail BRG. 3 - 3" x 0.131" nail N.W. NORMAL WEIGHT 3 - 3" 14 gage staple CANTILEVER 8. Stud to sole plate 4 - 8d common toenail CONTROL JOINT 4- 3" x 0.131" nail OPENING CMU 3 - 3" 14 gage staple OSB ORIENTED STRAND BOARD 2 - 16d common end nail R 3 - 3" x 0.131" nail CLG. CEILING 3 - 3" 14 gage staple PLYWOOD 9. Double Studs 16d at 24" o.c. face nail POCKET 3" x 0.131" nail at 8" o.c. CLEARANCE R. 0. 3" 14 gage staple at 8" o.c. COL. 10. Double top plates 16d at 16" o.c. typical face nail CONC. 3" x 0.131" nail at 12" o.c. REF. REFERENCE 3" 14 gage staple at 12" o.c. CONNECTION Double top plates 8 - 16d common lap splice CONTINUOUS 12 - 3" x 0.131" nail REQUIRED CONST. 12 - 3" 14 gage staple typical face nail RET. 11. Blocking between joist or rafters 3 - 8d common toenail to top plate 3 - 3" x 0.131" nail C. W. CRIPPLE WALL 3 - 3" 14 gage staple ROUGH SAWN 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail SCHEDULE 3" x 0.131" nail at 6" o.c. DETAIL SECT. 3" 14 gage staple at 6" o.c. DIAG. 13. Top plates, laps and intersections 2 - 16d common face nail DWL. 3 -3 "x0.131 "nail SIM. SIMILAR 3 - 3" 14 gage staple DRAWING 14. Continuous header, two pieces 16d common 16" o.c. along edge 15. Ceiling joists to plate 3 - 8d common toenail E. J. 5 - 3" x 0.131" nail SQ. SQUARE 5 - 3" 14 gage staple ELEVATION 16. Continuous header to stud 4 - 8d common toenail 17. Ceiling joists, laps over portions 3 - 16d common minimum, Table 2308.10.4.1 face nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4 4 - 3" 14 gage 3" x ga nail - staple STRUCT. 18. Ceiling joists to parallel rafters 3 - 16d common minimum, Table 2308.10.4.1 face nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3" x 0.131" nail 4 - 3" 14 gage staple EXSTG. 19. Rafter to plate 3 - 8d common 3 - 3" x 0.131" nail toenail (See Section 2308.10.1, Table 2308.10.1) 3 - 3" 14 gage staple T &G 20. 1" diagonal brace to each stud and plate 2 - 8d common 2 - 3" x 0.131" nail face nail T. 0. 2 - 3" 14 gage staple EXT. 21. 1" x 8" sheathing to each bearing wall 2 - 8d common face nail 22. Wider than 1" x 8" sheathing to 3 - 8d common face nail each bearing wall FDTN. FOUNDATION 23. Built -up corner studs 16d common 24" o.c. FLOOR 3" x 0.131" nail 16" o.c. FRMG. 3" 14 gage staple 16" o.c. 24. Built -up girder and beams 20d common at 32" o.c. face nail at top and THRU 3" x 0.131" nail at 24" o.c. bottom staggered on GAUGE 3" 14 gage staple at 24" o.c. opposite sides GALV. 2 - 20d common face nail at ends and at TREATED 3 - 3" x 0.131" nail each splice TS 3 - 3" 14 gage staple G. L. 25. 2" planks 16d common at each bearing 26. Collar tie to rafter 3 - 10d common face nail UNLESS NOTED OTHERWISE 4 - 3" x 0.131" nail HEADER VERT. 4 - 3" 14 gage staple face nail HORIZ. 27. Jack rafter to hip 3 - 10d common toenail HSS 4 - 3" x 0.131" nail W.F. WIDE FLANGE 4 - 3" 14 gage staple HEIGHT W. P. 2 - 16d common face nail INTERIOR 3 - 3" x 0.131" nail WELDED WIRE FABRIC INV. 3 - 3" 14 gage staple WD. 28. Roof rafter to 2 -by ridge beam 2 - 16d common toenail W/ 3 - 3" x 0.131" nail JST. JOIST 3 - 3" 14 gage staple WITHOUT 2 - 16d common face nail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 29. Joist to band joist 3 - 16d common face nail 5 - 3" x 0.131" nail 5 - 3" 14 gage staple 30. Ledger strip 3 - 16d common face nail 4 - 3" x 0.131" nail 4 - 3" 14 gage staple 31. Wood structural panels and particleboard: 1/2" and less 8d (per KRM) Subfloor, roof and wall sheathing 2 3/8" x 0.131" nail" (to framing): 1 Y4" x 16 gage 19/32" to 3/4" 8d (per KRM)q 2 3/8" x 0.131" noilP 2" 16 gageP 7/8" to 1" 8d 1 1/8" to 1 1/4" 10d or 8d" Single Floor (combination subfloor- 3/4" and less 8d (per KRM)q underlayment to framing): 7/8" to 1" 8d 1 1/8" to 1 1/4" 10d or 8d 32. Panel siding (to framing) 1/2" or less 6d 5/8" 8d 33. Fiberboard sheathing: 1/2" No. 11 gage roofing nail 6d common nail No. 16 gage staple' 25/32" No. 11 gage roofing nail 8d common nail No. 16 gage stople 34. Interior paneling /4 4di I 6d NOTES TO TABLE 2304.9.1 For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank. d. Common e. Deformed shank. f. Corrosion - resistant siding or casing nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. h. Corrosion - resistant roofing nails with 7/16 -inch diameter head and 1 1/2 inch length for 1/2 -inch sheathing and 1 3/4 inch length for 25/32 -inch sheathing. L Corrosion- resistant staples with nominal 7/16 -inch crown and 1 1/8 inch length for 1/2 -inch sheathing and 1 1/2 inch length for 25/32 -inch sheathing. Panel supports at 16 inches (20 inches if strength axis is the long direction of the panel, un!ess otherwise marked). j. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails are the minimum required for wood structural panels m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. q. Items noted as "per KRM" have been changed from the IBC schedule to a more restrictive requirement. ♦ w O � 1 • A. B. ANCHOR BOLT LAM. LAMINATED A.F.F. ABOVE FINISHED FLOOR LLV LONG LEG VERTICAL A.F.G. ABOVE FINISHED GRADE LONGIT. LONGITUDINAL ADJ. ADJUSTABLE LTWT. LIGHTWEIGHT ANCH. ANCHOR LVL LAMINATED VENEER LUMBER APPROX. APPROXIMATELY LSL LAMINATED STRAND RIM MATERIAL ARCH. ARCHITECT MAX. MAXIMUM BD. BOARD MECH. MECHANICAL BLDG. BUILDING MAT'L MATERIAL BLKG. BLOCKING MANUF. MANUFACTURER BM. BEAM MIN. MINIMUM BOT. BOTTOM (N) NEW B.O.W. BOTTOM OF WALL NOM. NOMINAL BRG. BEARING N.W. NORMAL WEIGHT CANT. CANTILEVER O.C. ON CENTER C. J. CONTROL JOINT OPNG. OPENING CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD CEM. CEMENT R PLATE CLG. CEILING PLYWD. PLYWOOD CENTERLINE PKT. POCKET CLR. CLEARANCE R. 0. ROUGH OPENING COL. COLUMN RAD. RADIUS CONC. CONCRETE REF. REFERENCE CONN. CONNECTION REINF. REINFORCE /REINFORCEMENT CONT. CONTINUOUS REQ'D REQUIRED CONST. CONSTRUCTION RET. RETAINING C. P. CRIPPLE POST REV. REVISION C. W. CRIPPLE WALL R. S. ROUGH SAWN DBL. DOUBLE SCHED. SCHEDULE DET. DETAIL SECT. SECTION DIAG. DIAGONAL SHT. SHEET DWL. DOWEL SIM. SIMILAR DWG. DRAWING S.I.P. STRUCTURAL INSULATED PANEL EA. EACH SPEC. SPECIFICATION E. J. EXPANSION JOINT SQ. SQUARE ELEV. ELEVATION STD. STANDARD ENG. ENGINEER STL. STEEL EQUIP. EQUIPMENT STRUCT. STRUCTURAL EQUIV. EQUIVALENT T TRIMMER EXSTG. EXISTING T &B TOP & BOTTOM (E) EXISTING T &G TONGUE & GROOVE EXP. EXPANSION T. 0. TOP OF EXT. EXTERIOR T.O.C. TOP OF CONCRETE F. D. FLOOR DRAIN T.O.F. TOP OF FOOTING FDTN. FOUNDATION T.O.L. TOP OF LEDGE FLR. FLOOR T.O.M. TOP OF MASONRY FRMG. FRAMING T.O.W. TOP OF WALL FTG. FOOTING THRU THROUGH GA. GAUGE TRANSV. TRANSVERSE GALV. GALVANIZED TRTD. TREATED GEN. GENERAL TS TUBE STEEL COLUMN G. L. GLUE -LAM TYP. TYPICAL GYP. GYPSUM /GYPCRETE U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD HSS HOLLOW STEEL SECTION W.F. WIDE FLANGE HT. HEIGHT W. P. WATERPROOF INT. INTERIOR W.W.F. WELDED WIRE FABRIC INV. INVERTED WD. WOOD K KING STUD W/ WITH JST. JOIST W/O WITHOUT ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE - TREATED LUMBER SHALL HAVE A SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. _e X Q I CONNECTION SCHEDULE Q SIMPSON H5 SIMPSON ITT3511.88 SIMPSON LSSU135 Q SIMPSON LBV3.56/11.88 j oa N JL4x4x1 /4x0' -5 1/2 W/ (2) -3/4 "0 EXP. ANCH.'s EA. LEG � J L4x4x1 /4x0' -5 1/2 W/ (2) - 3/4 "0 THRU - BOLTS IN STL. BM. & (2)- 3/4'Ox5" EXP. ANCH.'s Q EA. LEG INTO CONC. Z SIMPSON LUS210 Q SIMPSON LSSU210 Q NOT USED Z <( 1/2" x 5 1/2" BENT T W/ (2) - 3/4 "0 THRU -BOLTS EA. LEG KC� (4) -16d TOE -NAILS � SIMPSON LSSU210 -2 D V) Z NOT USED Q SIMPSON ABE66 Q SIMPSON U610 PQ SIMPSON ITT3511.88 (INVERTED) eQ} SIMPSON EPC66 Q SIMPSON HH4 (2)- SIMPSON L50 - i O X a > G) Li- SIMPSON HH6 U SIMPSON LUS210 -3 (�V SiMPSON HGUS7.25 /8 I -JOIST OR LVL HEADER TO MATCH DEPTH OF FLOOR JOISTS TYPICAL PLUMBING /MECHANICAL HEADER SCALE: 1/4" = 1' -0" i� 5' LO cc t-- l,��� 4 a 341 0 t `s�aNA1~ ti�� 4 08/15/08 j oa N • � < °°ate Z 1- °0)a) 00 r�r� I- Z <( 0 oo L,J W �.,� " -�0¢ r7 LL _ J � D V) Z rn Q U � ao � M h co � Lr) ,d- 00 0) 0) marnrn J - i O X a > G) Li- V1 H cc 4 designed by ALE /MPS drawn by M TN checked by TDH issued PROGRESS 06/19/07 PERMIT 06/28/07 &REVISED 10/16/07 &REVISED 11/02/07 AREVISED 11/14/07 AREVISED 01/10/08 AREVISED 08/5 08 sheet S1 JOB #0705 -31 ' - 8194'-9 3/ T.O.F. 8182'-8 T*O*W' � * . . . --- --- --- --- --- --- --- --- --- --- —� | ' »« T.O.W. = 8194'-9 3/4| | | �"| �_| 0o| | O' ( | / ' / � | O' T.O.W. = 8194'-9 3/4 T.O.F. = 8182'-2 ul i FF 14 1 F T.O.W. 8194'-9 3/41 HT.O.W. 8194'-9 3/4 T.O.W. = 8190'-0 CLEAN GRAVEL BASE ON T.O.F. 8182'-8 UNDISTURBED GRADE OR COMPACTED STRUCTURAL FILL PER SOILS ENGINEER. 0 REINFORCE SLAB WITH L 6x6—Wl.4xWl.4 WELDED 8 WIRE FABRIC n THROUGHOUT. PROVIDE 1" S6 0 T.O.W. 8194-9 3/4 c-4 DEEP SAWN OR TOOLED I--, CONTROL JOINTS AT STEP Co 0 15'-0" MAXIMUM SPACING Co STEP T.O. SLAB NOTE: CONTACT ENGINEER L 6 T.C.F. 8182'-8 S6 TO VERIFY SIZE AND (E) PIER LOCATION OF (E) FTG. (2)—#5's EPDXIED INTO SLAB OD STEP FOUNDATION PLAN SCALE: 1/4" 1`0 l k8l95'—O (V.I.F.) T.O.W. SLOPIN PLAN NOTES TT.O. SLAB (HIGH) T.O.F. 817 $ —8 1. ELEVATIONS OF CONCRETE FOUNDA11ON ELEMENTS INDICATED ON PLAN THUS: 6 8183'-0 (V.I.F.) T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING T. 0. W. SLOPING1 T.O. SLAB (LOW)'�' T.0 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. OPENING BELOW PER ARCH., TYP. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: OPENING BELOW 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE O" THICK x 10' WIDE UNLESS NOTED OTHERWISE. 8. ALL OPENINGS IN CONCRETE WALLS SHALL BE VERIFIED W/ ARCH. &/OR CONTRACTOR. 7. D0 NOT SCALE DRAWINGS. ' \ T.O.W. STEP "A TcH LIN, VERIFY FOUNDATION WALLS FOR EXTERIOR STAIRS W/ ARCHITECT. = T.O.F. LINE = V.I.F. � \ UA mm "A VERIFY FOUNDATION WALLS FOR 7 'CH L/NC EXTERIOR STAIRS W/ ARCHITECT. .W. SLOPING OPENING BELOW PER ARCH., TYP. ro STRUCTURAL CONC. STARS SEE DETAIL 5/S8 NAt v i 0 designed by ALEMPS drawn by MTN checked by TDH issued PROGRESS 06Z19/07 PERMIT 06/28/07 ,&REVISED 10/16/07 &REVISED 11 /02/07 AREVISED 11/14/07 AREVISED 01/10/08 AREVISED 08/15/08 sheet Y---'\A 2 JOB #0705-31 CONT. 2x1 (l)-3/4"O CANT. JOI 2x10 RIM NE FLOOR FRAMING PLAN SCALE: 1/4" = l'—O" PLAN NOTES: 1. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: 2. ALL COLUMNS ARE LABELLED AT THE TOP. 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXPA, SPAN RATING 24 O.C. 4. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 5. " 0" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. •- MAIN FLOOR FRAMING PLAN SCALE: 1/4" — l' PLAN NOTES: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED: Z SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXPA, SPAN RATING 24 O.C. 5. (XXX' -XX ") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 6. "0" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 11 7/8" BCI 6000 1.7 Q 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. T11( A TI M ­4! ! /t1P91\P1f^f M" = -- si 4 1 ( sS y z x� � OgOmOOp6 ��p} +341 r fl S 08/15108 Uj Co ¢ c� � o oO Hd�- ¢ 00000 z O U)arnrn Z z Q 'L Uj w ,. . �� -E°a¢ tU -MLi {— J v � CO V) J ,✓ ✓ W r 0 C oorn r X p rr d Co ul _;ox ri >0) Lt- F� Co �~ Q0 H m � designed by ALE /MPS drawn by MTN checked by TDH issued PROGRESS 06Z19/07 PERMIT 06 /28/07 ,&REVISED 10/16/07 &REVISED 11 /02/07 AREVISED 11/14/07 AREVISED 01/10/08 AREVISED 08/15/08 sheet JOB #0705-31 / />A IT /1..4 ^ C`Tr'lI I/ IM A 1 I -r - ---- - r- — UPPER FLOOR ROOF FRAMING PLAN PLAN NOTES: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. 5. (XXX' -XX ") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 6. "0" INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 11 7/8" BCI 6000 1.7 @ 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. 8. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 9. ALL ROOF RAFTERS ARE: 2x12's @ 24 ", TYPICAL, UNLESS NOTED OTHERWISE. SCALE: 1/4" = 1' -0" ffl eta t9 Yf"' O 341 NAL 08/15/08 W Co < N O 3: 0-14 <C O Co Co z C3 E~ c 7 � I OOMto (l1 nn �NQ_ z OD W W �. Pit 0 Q (C) D I-) J L � Z C © C o n `t) to 00 0) - 0 00 �0) X O d- d Co L ,-.,- _1 0 X n <C Q > 0) W � n V V designed by ALE /MPS drawn by MTN checked by TDH issued PROGRESS 06/19/07 PERMIT 06/28 /07 ,&REVISED 10/16/07 &REVISED 11/02/07 AREVISED 11/14/07 REVISED 01/10/08 AREVISED 08[15/08 sheet Al 4 JOB #0705 --31 NORTH 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: MENEM ROOF FRAMING PLAN SCALE: 1/4" — l'—O" PLAN NOTES: 2. POSTS BELOW ARE INDICATED: 0 NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: � 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 5. "0 " INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. SEE Q/SO FOR HIP/VALLEY CONNECTIONS NOT SPECIFIED ON PLAN. U. ROOF BEAWS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 7. ALL ROOF RAFTERS ARE: 2x12'o @ 24", TYPICAL, UNLESS NOTED OTHERWISE. 8. INDICATES ROOF OVERFRAME. OVERFRAK4E WITH RAFTERS TO MATCH SPACING OF ROOF BELOW, WITH 2x4 CRIPPLE POSTS TO RAFTER OR TRUSS BELOW SPACED 4O" O.C. MAX ALONG EACH 0VERFRAME MEMBER. Ujo 9/S6 FOR HANGERS SPECIFIED ON PLAN At Co Uj 0 00 CQ designed by ALEZMPS drawn by MTN checked by TDH issued PROGRESS 06 Zl 9 /07 PERMIT 06/28/07 &REVISED 11Z02/07 AREVISED 11Z14/07 AREVISED 01/10/08 AREVISED 08Z15/08 sheet S5 JOB #0705-31 X CL Ln Qj Ln LO Cl rn � � � � � � � � CONT. 2x12 STRUCTURAL SUB-FASCA, SEE PLAN LS @ EA. RAFTER, TYP. / OTY P. ^-2x2 RAFTERS PER PLAN \---- 200 BU<C. BTVNN. RAFTERS @BRG, TYP. �------- 2x6 STUDS @ 16` 1/2" PLYYYD. OR OSB SHEATHING " l ' - O " (4)-10d NAILS INTO ^~. L.~.~_.. TYP. \ 2x12 STRUCTURAL SUB-FASCIA, TYP 2x12 LOOKOUTS --� @ 24^ 0.C., TYP. 2x6 STUDS @ 16" W/ . OR OSB SHEATHING SCALE: 3/4" == 1'--O" 1 1/2' GYPCRETE TOPPING 1. BOULDERS ARE TO BE 1`-5 TO 4'-0 3. DIMENSIONS SHOWN ARE APPROX. IN DIMENSION AND SHALL BE OF BUT THE TOTAL HEIGHT OF THE ANGULAR SHAPES /N0TROUND\ WALL MAY NOT EXCEED 0'-0 AND 2. PLACE BOULDERS SO THEY � THE SLOPE MAY NOT BE STEEPER INTERLOCK BOTH VERTICALLY AND THAN 2:1 HORIZONTALLY 4. BACKRLL AND BASE SOILS SHALL BE VERIFIED BY SOILS ENGINEER DURING CONSTRUCTION OF WALL FACTOR OF SAFETY = 1.5 �-O LATERAL DESIGN LOAD = 50 PCF (SEE SHEET S1 FOR BEARING CAPACITY & OTHER DESIGN CRITERIA) \ 1 | 1`-0 MIN. EA. BOULDER' TYP. TYPICAL BOULDER RETAINING WALL (SINGLE TIER) SCALE: 3/4"=1'-D 0TYp. RAFTERS HEADER BM. SEE PLAN FOR RIDGE CONN. TYPE Oil [ Yto _j (D / 0 R \ Dr VALLEY BM. VALLEY BM. \ -/ I AL T RAFTERS 16d NAILING SCHEDULE (.162" 0 x 3 1/2" HAND-DRIVEN) GUN NAILING SCHEDULE (.131" 0 x 3" GUN-NAILS) PERMIT 06/28/07 t -114 m �� N 4'-0 (4)-NAILS (3)-NAILS EA. SIDE (3)-NAILS EA. MEMBER 6'-0 (6)-NAILS (4)-NAILS EA. SIDE (6)-NAILS EA, MEMBER 0 co co z . I l 0 � 0 + GUN NAILING SCHEDULE (.131" 0 x 3" GUN-NAILS) PERMIT 06/28/07 t -114 m �� N 4'-0 (4)-NAILS (3)-NAILS EA. SIDE (3)-NAILS EA. MEMBER 6'-0 (6)-NAILS (4)-NAILS EA. SIDE (6)-NAILS EA, MEMBER 0 co co z . I l 0 � 0 + SCALE: 3/4" = 1'-O" #5 DYNLS. x 16 CONC. SLAB PER PLAN ` r T.O. oLr^o CONT. @TOP & -- MID-HT. 'a CONT. 2x4 OR 2x6 STUD BRG. WALL T.O. SLAB SLOPE SLAB 2x6 STUDS @ 16" O.C. 24" IN FIRST JOIST W/ 1/2" PLYWD. OR OSB SPACE W/ (5)-8d NAILS SHEATHING INTO EA. PANEL, TYP. STONE VENEER PER ARCH. ZI-JOISTS PER PLAN CONT. L PER SCHEDULE SEE SHEET S2 CONT. 2x­12 LEDGER t - . 0 #5's VERT. @ 16" O.C. -z 1/2" 0 x 10" A.B.a @ 40" O.C. IN CONT. TREATED 2x6 ' STONE --~ VENEER PER ARCH. CONT. L PER SCHEDULE SEE SHEET S2 2x6 STUDS @ 16" O.C. " PLYWD. OR OSB SHEATHING " #5'o VERT @ 16" O.C. 1+4 " � U | ��a CONT. HOR|� @1O O.C. °U | " ^ . . _-_- , PLAN SLOPE SLAB (1)-#5 CONT. HOR|Z. @ MID-HT. � #5 DWLS x @ 48' O.C. 'a CONT. OL 8178' HOR|Z. TOP & BUT PERIMETER DRAIN 1,4" 8" 4" PER SOILS ENGINEER | JO|ST BLKG PANELS @ 2x6 STUDS @ 16" O.C. 24" IN FIRST JOIST W/ 1/2" PLYWD. OR OSB SPACE W/ (5)-8d NAILS SHEATHING INTO EA. PANEL, TYP. IN CONT. TREATED 2x6 819 5'- STONE VENEER PER /,-JOISTS PER PLAN CONT. L PER SCHEDULE 4 SEE SHEET S2 CONT. 2x12 LEDGER BOTH FACES 2x4 OR 2x6 STUD BRG. WALL CONC. SLAB PER PLAN CONT. TREATED 2x6 It 18d DRIVE PINS @ 10' O.C. (|F HEATED SLAB, CLUE TT0 CONCRETE) 8183 . - . .`'� SLAB �.-' PERMIT 06/28/07 t -114 m �� N ,&REVISED 10/16/07 a a ll � 0 AREVISED 11/14/07 co u \%lm 0 co co z . I l 0 � 0 + sheet 0 ' c» m 3i FA mm � ' z /7\-#5'e CONT. HOR|Z. 4" CONC. SLAB PER PLAN � 0 _J 0 8183'-0 �] [ 0 - Z | 8182'-8 D0 � [ * 00 (y) O L m1r)m - � L 2x4 OR 2x6 STUD . L. ..~. � D � �� Irn �� �� BRG. WALL ��||� � L _d o x 0 ��� ��||m CONT. TREATED 2x6 k W/ �~~� �� PERIMETER DRAIN CONC. SLAB PER PLAN PER SOILS ENGINEER (IF HEATED SLAB, FL TO CONCRETE GLUE R P-' 4" CONC. SLAB PER PLAN 8183'-0 4" CONC. SLAB PER PLAN T.O. SLAB � � - �0�� , PLAN SLOPE SLAB (1)-#5 CONT. HOR|Z. @ MID-HT. � #5 DWLS x @ 48' O.C. 'a CONT. OL 8178' HOR|Z. TOP & BUT PERIMETER DRAIN 1,4" 8" 4" PER SOILS ENGINEER | JO|ST BLKG PANELS @ 2x6 STUDS @ 16" O.C. 24" IN FIRST JOIST W/ 1/2" PLYWD. OR OSB SPACE W/ (5)-8d NAILS SHEATHING INTO EA. PANEL, TYP. IN CONT. TREATED 2x6 819 5'- STONE VENEER PER /,-JOISTS PER PLAN CONT. L PER SCHEDULE 4 SEE SHEET S2 CONT. 2x12 LEDGER BOTH FACES 2x4 OR 2x6 STUD BRG. WALL CONC. SLAB PER PLAN CONT. TREATED 2x6 It 18d DRIVE PINS @ 10' O.C. (|F HEATED SLAB, CLUE TT0 CONCRETE) 8183 . - . .`'� SLAB �.-' �-----� n � 2x0 STUDS @ 10" O.C pLYVD. OR OSB \` SHEATHING 1/2" 0 x 10" A.B.`e @ 48 O.C. IN CONT. TREATED 2x6 PERMIT 06/28/07 t -114 m �� N ,&REVISED 10/16/07 a a ll � 0 AREVISED 11/14/07 co u \%lm 0 co co z . I l 0 � 0 + sheet 0 ' c» m 3i FA mm � ' z /7\-#5'e CONT. HOR|Z. �D� ' � TOP & BOT _J 0 � �] [ 0 - Z | PANEL, TYP. D0 � [ * 00 (y) 1 1/2" GYPCRETE TOPPING m1r)m - � L 2x4 OR 2x6 STUD . L. ..~. � D � �� Irn �� �� BRG. WALL ��||� � L _d o x 0 ��� ��||m CONT. TREATED 2x6 k W/ �~~� �� /==� �� CONC. SLAB PER PLAN (IF HEATED SLAB, FL TO CONCRETE GLUE R P-' 4" CONC. SLAB PER PLAN 8183'-0 4" CONC. SLAB PER PLAN T.O. SLAB � � - �0�� CONT. 2x12 LEDGER YV/ /2\-1bd DRIVE `�~~�x ' ` . PINS @ 18 " D.C. \e \^� ��� ' VERl[ 4� 10" O.C. "_ _ /=�` � � - ~ BOTH FACES U . � �> �-----� n � 2x0 STUDS @ 10" O.C pLYVD. OR OSB \` SHEATHING 1/2" 0 x 10" A.B.`e @ 48 O.C. IN CONT. TREATED 2x6 PERMIT 06/28/07 t -114 m �� N ,&REVISED 10/16/07 � 0 AREVISED 11/14/07 co u . . 0 co co z � 0 + sheet 0 ' c» m 3i FA mm � ' z W j + � �D� � mm��� _J 0 �� �^�/ �] [ 0 - Z � PANEL, TYP. D0 � [ * 00 (y) 1 1/2" GYPCRETE TOPPING m1r)m - � L ' mm_ m �00 . L. ..~. � D � �� Irn �� �� �u ��||� � L _d o x 0 ��� ��||m o'����� �-----� n � 2x0 STUDS @ 10" O.C pLYVD. OR OSB \` SHEATHING 1/2" 0 x 10" A.B.`e @ 48 O.C. IN CONT. TREATED 2x6 CON _[11 t1 � BOTH FACES 4" CONC. SLAB PER PLAN _j [4 t 4 checked by _j issued PERIMETER DRAIN PROGRESS 06/19ZO7 PER SOILS ENGINEER PERMIT 06/28/07 t -114 ,&REVISED 10/16/07 �� � �� AREVISED 11/14/07 SCALE: ^ ,, IREVISED 01/10/08 AREVISED 08/15/08 . . sheet | J0STBLKG PANELS @ 24" IN FIRST JOIST SPACE �� �^�/ PANEL, TYP. 1 1/2" GYPCRETE TOPPING . L. ..~. � � � �� �� �� �~~� �� /==� �� #5's TRANSV. @ 12" O.C. R P-' 4" CONC. SLAB PER PLAN 4" CONC. SLAB PER PLAN � � - �0�� CONT. 2x12 LEDGER YV/ /2\-1bd DRIVE `�~~�x ' ` . PINS @ 18 " D.C. \e \^� ��� ' VERl[ 4� 10" O.C. "_ _ /=�` � � - ~ BOTH FACES U . � �> CON _[11 t1 � BOTH FACES 4" CONC. SLAB PER PLAN _j [4 t 4 checked by _j issued PERIMETER DRAIN PROGRESS 06/19ZO7 PER SOILS ENGINEER S6 RIDGE BEAM PER PLAN PERMIT 06/28/07 ,&REVISED 10/16/07 AREVISED 11/14/07 IREVISED 01/10/08 AREVISED 08/15/08 sheet #5's TRANSV. @ 12" O.C. 4" CONC. SLAB PER PLAN 4" CONC. SLAB PER PLAN LON{XT PERIMETER DRAIN --� -� - PER SOILS ENGINEER = | '^ | PERIMETER DRAIN -J '` c/ PER SOILS ENGINEER 'n | »r 4 `� K � ~ ' ^ ~~'`�� - S6 RIDGE BEAM PER PLAN PERMIT 06/28/07 ,&REVISED 10/16/07 AREVISED 11/14/07 IREVISED 01/10/08 AREVISED 08/15/08 sheet " =_l -O " PER PLAN , � THRU KNIFE PLATE @ KNIFE PLATE (5) � ,|�� |N|_---OxO m|– | � �� � ' o -loxio Lp /�\–�/4"� x 1'-2 LAGS (8)-3/4"0 ' � ' ' . . . THRU–BOLTS 1/4" KNIFE R W/ /5\-3/4"0 THRU–BOLTS 18 1/2"] KNIFE PLATE (2) 0 01 1 001 1/4" KNIFE R W/ /8\-3/4"$ THRU–BOLTS /2\-3/4"0 x 1'-2 LAGS "—/ / �� °� 91 /1\-3/4"O x l'-2 LAG /1\-3/4"O x 1'-2 LAG �� �� R. �� KNIFE PLATE Q1 /^` � /^"~ ^"" . ^" 3/4"0 TRU–BOLT OxO VERT MEMBER OF ADJACENT TRUSS STUDS—ADD STUDS AS NEC.) SHEATHING LSL (OR EQUIV.) RIM (9)-10d NAILS 10 0 1 1/2" GYPCRETE TOPPING 0 0 0 zil 7/8" I—JOISTS PER PLAN 2x8 BOT. CHORD 2x6 VERT. 1/2" PLYWD. GUSSET W/ L� SCALE: 3/4" = l'—O" PREFABRICATED TRUSSES PER PLAN 0TYP' CONT. 2x12 STRUCTURAL SUB–FASCIA, SEE PLAN 2x6 STUDS @> 10" W/ 1/2 PLYWD. OR 0SB SHEATHING 3TL BM. PER P\ /2\-1/2" 0 x 0 "".�. PER PLAN SCALE: 3/4" = 1'–O" 11 7/8" I–JOISTS PER PLAN 1 1/2" GYPCRETE TOPPING V 1/4" STL KNIFE R W/ (2)-3/4"0 THRU–BOLTS 8c WELDED TO END h' 1 STL. END R W/ (4)-3/4"0 THRU–BOLTS 8x WELDED TO KNIFE R (1)-5/4"O x 1'-2 LAG /1\-3/4"O x 1'-2 LAG 2 " " � KNIFE PLATE STL BM. PER PLAN WV -- CONT. 2x T DRIVE–PINNED TO TOP FLANGE Im L--/3\-1 3/4x11 7/8 LVL ^ WEB SOLD FOR FACE MOUNT HANGER. FASTEN BLKQ. ( 2)-3/4 " 0 THRU–BOLTS EA. 3|UE OF HANGER " " � KNI FE PLATE –BOLTS ' ' (l)-3/4"O x 7' LAG 101 � |~-| 6 Loj ROOF FRAMING NOT SHOWN FOR CLARITY 0 1 AD 7 ~. ' 1/4" / ' c li I t, 11 1.3 1 END l' C\j KNIFE PLATE (2) " 3 ^ 3/4"0 x 1'–O LAG–` . 11 7n Il e CA 0 Co 00 0 Co Co Cn Co designed by ALEZMPS drawn by MTN checked by TDH issued PROGRESS 06/19/07 PERMIT 06/28/07 ZLREVISED 10/16/07 &REVISED 11 /02/07 AREVISED 01/10/08 sheet S7 JOB #0705-31 . 11 7n 1 III E 2 — 1 LVL CANT. I ( (3) 1 LVL I (E) CONC. FOUNDATION (DROPPED) I �'� WALL I (2) -2x6 STUDS ANCHORED---, I TO WALL W/ (1) - 3 /4 "0x6" EXP. ANCH @ 12" O.C. (4 TOTAL) I t 1 SCALE: 3/4" = l' —O" PACK WEB SOLID W/ (4) -3/4 "0 THRU —BOLTS FOR HANGER ATTACHMENT (E) (2)- 1 LVL Ent o i i SIMPSON THA426­2 SHIM SOLID AND VERIFY ALL REQUIRED NAIL HOLES ARE FILLED 3)— l LVL DROPPED) SCALE: 3/4" = 1' —O" 4''G #5's @ 12" EA. WAY O #5 DWLS x 0 @ 16" 0. C. N (2) — #5's CONT. HORIZ. TOP & BOT. #5 CONT. HORIZ. @ MID. —HT. V.I.F. B.O.W. SCALE: 3/4" = 1' —O" 1/2" EXP. MAT'L, TYP. STRUCTURAL STAIRS — SEE DETAIL 5/S8 OI L 8195' -0 (V.I.F.. ` TT.O. SLAB • • d a 6" CONC. SLAB #5's @ 12" EA. WAY b ^ d 4 c a • .r.�r.� • a • d d �! 41 ° V.I.F. IF T. 0. STEEL a d STL BEAM PER PLAN - f CONT. CURVED L4x4xl /4 W/ W/ 5/8 "0x3" H.A.S. 3/4 "0x4" EXP. ANCH's @ 16" @ 24" 0. C. O.C. & 1 /2" 0x3" H.A.S. @ 24" 0, C. 2x6 STUDS @ 16" O.C. W/ 1/2" PLYWD. OR OSB SHEATHING JOISTS PER PLAN SCALE: 3/4" = 1' —O" SEE ARCH. FOR STAIR RISE AND RUN TYP. #3 CONT. IN EA. NOSING I� #5's VERT @ 16" O.C. #5 DWLS x @ 48" 0.0 Zj 6 " V.I.F. T.O.F. 00 PERIMETER DRAIN PER SOILS ENGINEER a a 0 a ° d 4" 4" d a 4 o a a d Q d b 4 lo 8" 6" 2' -0" #5's @ 12" EA. WAY a a —STRUCTURAL STAIRS — SEE DETAIL 5/S8 — (l) — #4 CONT. HORIZ. C ONT. • ' @ • (2) — #5's CONT. HORIZ. TOP & BOT. SCALE: 3/4" = l' —O" (2) -1 3/ BOLTS PER LEG SCALE: 3/4" = 1' —O" 3 " 1 1/2" tt 1 1/2" A\ 00 L I � r I _0 1 1/4" 3 » 3 „ 3 " 1 1/4" ~ 11 1/2' \ 2x12 RAFTERS PER PLAN KNIFE PLATE 11 (2)-3/4 x l' -4 LAGS —� '00�5� 1 5/8" 1 5/8" l l "0\ \ ICI ion") I I I I a. /N �. j i iv- 2 7/8" 3" 3" 2 7/8" KNIFE PLATE (2) -3/4 "0 x l' -4 LAGS 1 N � 70 1-11 ,y 61, 1J l�� r J I. r� `- 1 1/2" ( 1 1 1 /2" 2x12 RAFTERS PER PLAN 0.9 LJL_P IYI I L-I \ I L_1',11 SCALE: 3/4" = l' -0" RIDGE BEAM PER PLAN 1/4" KNIFE R W/ (6) -3/4 "0 THRU —BOLTS 2' -0 #4 DWLS x C)l @ 24" N O.C. VARIES I� #5's VERT @ 16" O.C. #5 DWLS x @ 48" 0.0 Zj 6 " V.I.F. T.O.F. 00 PERIMETER DRAIN PER SOILS ENGINEER a a 0 a ° d 4" 4" d a 4 o a a d Q d b 4 lo 8" 6" 2' -0" #5's @ 12" EA. WAY a a —STRUCTURAL STAIRS — SEE DETAIL 5/S8 — (l) — #4 CONT. HORIZ. C ONT. • ' @ • (2) — #5's CONT. HORIZ. TOP & BOT. SCALE: 3/4" = l' —O" (2) -1 3/ BOLTS PER LEG SCALE: 3/4" = 1' —O" 3 " 1 1/2" tt 1 1/2" A\ 00 L I � r I _0 1 1/4" 3 » 3 „ 3 " 1 1/4" ~ 11 1/2' \ 2x12 RAFTERS PER PLAN KNIFE PLATE 11 (2)-3/4 x l' -4 LAGS —� '00�5� 1 5/8" 1 5/8" l l "0\ \ ICI ion") I I I I a. /N �. j i iv- 2 7/8" 3" 3" 2 7/8" KNIFE PLATE (2) -3/4 "0 x l' -4 LAGS 1 N � 70 1-11 ,y 61, 1J l�� r J I. r� `- 1 1/2" ( 1 1 1 /2" 2x12 RAFTERS PER PLAN 0.9 LJL_P IYI I L-I \ I L_1',11 SCALE: 3/4" = l' -0" RIDGE BEAM PER PLAN 1/4" KNIFE R W/ (6) -3/4 "0 THRU —BOLTS n 6 C9 !749 a aNAt 08/15/08 j co d N U C (0 r- d 0 co ao z Uc3srn 0 0 :n z 0 w J '�f=' 0< W z U r h Lo r- 4 cA r LO ¢ ° Q � oarnrn Co 1­11__. to I � < 0 —th a > :'�. H cc !� Q0 C) ! r" W W � designed by ALE /MPS drawn by M TN checked by TDH issued PROGRESS 06/19/07 PERMIT 06/28 f 07 ,&REVISED 10/16/07 &REVISED 11/02/07 AREVISED 11/14/07 AREVISED 01/10/08 AREVISED 08215/08 sheet 8 JOB #0705-31 n DESIGN CRITERIA: PAL REMODEL IV JOB #: 0804 -29 Roof Live Load (Snow) -------------------------- - - - - -- 95 psf Roof Dead Load ------------------------------ - - - - -- 15 psf Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf Floor Dead Load ------------------------------ - - - - -- 25 psf Deck Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 95 psf Deck Dead Load ------------------------------ - - - - -- 55 psf Wind (3 Second Gust) -------------------------- - - - - -- 90 mph (Exp. B) Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT IBC Edition --------------------------------- - - - - -- 2003 FOUNDATION DESIGN: a. Design of individual and continuous footings is based on a maximum allowable bearing pressure of 3500 psf (dead load plus full live load). b. Foundation and retaining walls have been designed using a lateral pressure of 50 pcf. C. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the recommendations of the geotechnical engineer, below frost depth. d. This foundation has been designed according to the design recommendations set forth in geotechnical report #104 254 by HP Geotech. The contractor shall follow the construction requirements from this same report. e. Provide continuous foundation drains around the perimeter of all basement walls and at the base of retaining walls. Contact geotechnical engineer for details. f. A representative of the geotechnical engineer shall verify soils conditions and types during excavation. Report any discrepancies from original findings to structural engineer for re- evaluation of foundation design. g. Backfill around and above structural buttresses and retaining walls shall be compaction- tested per the recommendations of the geotechnical engineer. h. Do not backfill against retaining walls until supporting elements (such as floor framing) are in place and securely anchored, or adequate shoring is installed. Concurrent backfilling of each side of a free - standing retaining wall to final grades as indicated on plan or section is required unless temporary shoring is installed. i. Verify type of fill with soils engineer and structural engineer prior to backfilling. REINFORCED CONCRETE: a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 2003 IBC. b. Structural concrete shall have a minimum 28 -day compressive strength of 3000 psi. C. Concrete shall be proportioned using Type 1 -11 sulfate- resistant cement. Admixtures containing chloride salts shall not be used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice. e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at a minimum of 10 bolt diameters unless noted otherwise. g. Anchor bolts for wood sill plates shall be placed at 4' -0" maximum spacing with one anchor bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall have sawn or tooled control joints at a maximum spacing of 15 -0" in each direction. Locate control joints along column grid lines where possible and provide slab isolation joints around columns. i. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1/2" B. #6 through #18 bar 2" 3. Concrete not exposed to weather or in contact with ground: A. Slabs, walls, joists ( #11 bar and smaller) 3/4" B. Beams, columns 1 1/2" REINFORCING STEEL: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shall be grade 40. C. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide (2) - #5 bars extending 2' -6" beyond edge of opening or step. e. Extend reinforcing steel ❑ minimum of 2' -6" through cold joints. Unless specifically located on plan or details, coordinate cold joint locations with engineer. f. Welded wire fabric shall conform to ASTM Specification A -185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. h. Metric bar size conversion table: METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 INCH -POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir -Larch #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas Fir -Larch #2. b. Studs shall be Stud grade and better Douglas Fir -Larch or Hem Fir. C. Built -up posts shall consist of Douglas Fir -Larch or Hem Fir #2 or better 2x4 or 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails @ 6" on center along each stu d. d. Built -up beams consisting of multiple 2x members shall be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru -bolts spaced at 24" on center. e. Top and bottom plates shall be Douglas Fir -Larch or Hem Fir #2 and better. Plates placed directly on concrete walls or slabs shall be pressure - treated Hem Fir #2. f. Beneath solid or built -up columns noted on plans, blocking of area equivalent to column above shall be provided within floor joist spaces and in wall spaces below. Door or window trimmers consisting of a single stud do not require special blocking in the joist space. g. Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing Schedule" on the drawings (2003 IBC Table 2304.9.1). h. Bolts used for wood framing connections shall be installed with standard washers and nuts. i. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush- framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member supported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. j. Laminated veneer lumber (LVL) shall have the following minimum properties: 1. Flexural stress --------------------- - - - - -- 2600 psi 2. Modulus of elasticity ----------------- - - - - -- 1,900,000 psi 3. Tension parallel to grain --------------- - - - - -- 1850 psi 4. Compression parallel to grain ----------- - - - - -- 2310 psi 5. Compression perpendicular to grain (parallel to glue line) 750 psi 6. Horizontal shear - - - - - - - - - - - - - - - - - - - - - - - - - 285 psi 7. Connection of multiple- member beams: A. Top - loaded beams i) For members 12" deep or less, nail each member to the next with 2 rows of 16d nails at 12" o.c. ii) For members greater than 12" deep, nail each member to the next with 3 rows of 16d nails at 12" o.c. B. Side - loaded beams i) For two or three member beams, nail each member to the next with 3 rows of 16d nails at 12" o.c. ii) For four member beams, bolt through with 2 rows of 1/2" diameter bolts at 12" o. c. iii) For members consisting of more than four members, contact structural engineer. k. All lumber used in construction shall have a maximum moisture content of 19 %. 1. Unless made of treated or naturally decay - resistant wood, all deck beams and joists (including glue -lams) wider than 1 shall be sealed and flashed at the top surface per architect. m. Framing Notes: 1. Exterior walls: A. All exterior wails are 2x6 studs @ 16" o.c. to a maximum height of 12' -6 ", 2x6 studs @ 12" o.c. to a maximum height of 14' -6 ", and (2) -2x6 studs @ 16" to a maximum height of 17' -4" unless otherwise noted. Walls taller than 17' -4" sholl be framed with manufactured laminated studs. Contact engineer for spacing requirements, if not indicated on plan. Cap with a double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Gable -end walls shall be balloon- framed to the bottom of rafters or end -wall trusses unless approved by engineer. C. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1, at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. E. Provide (3) -2x10 headers over all door and window openings, with one 2x6 trimmer and one 2x6 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud walls, provide multiple -stud posts equal to width of bearing member unless noted otherwise. 4. Roof Construction: A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. Install sheathing with long dimension perpendicular to rafters or trusses and end joints staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. B. Plywood sheathing shall be applied continuously over the primary roof members (rafters or trusses) below overframed areas to provide adequate lateral stability. C. Provide wind /seismic anchors at supports for all roof joists and trussed rafters. See nailing schedule. D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing locations. Blocking material shall match rafter, truss chord, or lookout material. 5. Wind Bracing: A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and are indicated as shear walls on plan have been designed to resist wind forces in accordance with Table 2306.4.5 of the 2003 IBC. B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and bottom plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by engineer. STONE /BRICK VENEER: a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with a wire tie to the structural backing for every 2 square feet of veneer. b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" of wall thickness, long leg vertical, to bear 4" minimum each end: 1. Openings to 4' -0" ----------- - - - - -- 3 1/2" x 3 1/2" x 1/4" 2. Openings 4' -1" to 6' -0" - - - - - - - - - - - - - 4" x 3 1/2" x 1/4" 3. Openings 6'-l" to 8' -0" - - - - - - - - - - - - - 5" x 3 1/2" x 1/4" 4. Openings 8' -1" to 10' -0" ------ - - - - -- 6" x 3 1/2" x 5/16" (Multiple angles shall be oriented back -to -back) C. Stone or brick veneer shall be supported on dry -stack CMU units to the foundation, or provide steel angle support per details on the drawings. GENERAL REQUIREMENTS: ❑. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. C. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC /IRC. d. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. e. All waterproofing and flashing is the responsibility of the architect and contractor. f. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. g. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of ❑ qualified contractor experienced in the construction techniques and systems depicted. h. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING a m LOCATION 1. Joist to sill or girder 3 - 8d common toenail LONG LEG VERTICAL 3 - 3" x 0.131" nail ABOVE FINISHED GRADE LONGIT. 3 - 3" 14 gage staple ADJ. 2. Bridging to joist 2 - 8d common toenail each end ANCH. 2 - 3" x 0.131" nail LVL LAMINATED VENEER LUMBER 2 - 3" 14 gage staple APPROXIMATELY 3. 1" x 6" subfloor or less to each joist 2 - 8d common face nail 4. Wider than 1" x 6" subfloor to each joist 3 - 8d common face nail 5. 2" subfloor to joist or girder 2 - 16d common blind and face nail 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail MAT'L 3" x 0.131" nail at 8" o.c. BLKG. BLOCKING 3" 14 gage staple at 12" o.c. MANUFACTURER Sole plate to joist or blocking at braced 3 - 16d er 16" p braced wall panels wall panel (4) -3" x 0.131" nail per 16" BOTTOM (N) (4) -3" 14 gage staple per 16" B.O.W. 7. Top plate to stud 2 - 16d common end nail BRG. 3 - 3" x 0.131" nail N.W. NORMAL WEIGHT 3 - 3" 14 gage staple CANTILEVER 8. Stud to sole plate 4 - 8d common toenail CONTROL JOINT 4 - 3" x 0.131" nail OPENING CMU 3 - 3" 14 gage staple OSB ORIENTED STRAND BOARD 2 - 16d common end nail R 3 -3 "x0.131 "nail CLG. CEILING 3 - 3" 14 gage staple PLYWOOD 9. Double Studs 16d at 24" o.c. face nail POCKET 3" x 0.131" nail at 8" o.c. CLEARANCE R.O. 3" 14 gage staple at 8" o.c. COL. 10. Double top plates 16d at 16" o.c. typical face nail CONC. 3" x 0.131" nail at 12" o.c. REF. REFERENCE 3" 14 gage stople at 12" o.c. CONNECTION Double top plates 8 - 16d common lap splice CONTINUOUS 12 -3 "x0.131 "nail REQUIRED CONST. 12 - 3" 14 gage staple typical face nail RET. 11. Blocking between joist or rafters 3 - 8d common toenail to top plate 3 - 3" x 0.131" nail C. W. CRIPPLE WALL 3 - 3" 14 gage staple ROUGH SAWN 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail SCHEDULE 3" x 0.131" nail at 6" o.c. DETAIL SECT. 3" 14 gage staple at 6" o.c. DIAL. 13. Top plates, laps and intersections 2 - 16d common face nail DWL. 3 - 3" x 0.131" nail SIM. SIMILAR 3 - 3" 14 gage staple DRAWING 14. Continuous header, two pieces 16d common 16" o.c. along edge 15. Ceiling joists to plate 3 - 8d common toenail E. J. 5 - 3" x 0.131" nail SQ. SQUARE 5 - 3" 14 gage staple ELEVATION 16. Continuous header to stud 4 - 8d common toenail 17. Ceiling joists, laps over portions 3 - 16d common minimum, Table 2308.10.4.1 face nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3" x 0.131" noil 4 - 3" 14 gage staple STRUCT. 18. Ceiling joists to parallel rafters 3 - 16d common minimum, Table 2308.10.4.1 face nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3" x 0.131" nail 4 - 3" 14 gage staple EXSTG. 19. Rafter to plate 3 - 8d common 3 - 3" x 0.131" nail toenail (See Section 2308.10.1, Table 2308.10.1) 3 - 3" 14 gage staple T. 0. 20. 1" diagonal brace to each stud and plate 2 - 8d common 2 - 3" x 0.131" nail face nail T.O.C. 2 - 3" 14 gage staple EXT. 21. 1" x 8" sheathing to each bearing wall 2 - 8d common face nail 22. Wider than 1" x 8" sheathing to 3 - 8d common face nail each bearing wall FDTN. FOUNDATION 23. Built -up corner studs 16d common 24" o.c. FLOOR 3" x 0.131" nail 16" o.c. FRMG. 3" 14 gage staple 16" o.c. 24. Built -up girder and beams 20d common at 32" o.c. face nail at top and TRANSV. 3" x 0.131" nail at 24" o.c. bottom staggered on GAUGE 3" 14 gage staple at 24" o.c. opposite sides GALV. 2 - 20d common face nail at ends and at TUBE STEEL COLUMN 3 - 3" x 0.131" nail each splice TYP. 3 - 3" 14 gage staple G.L. 25. 2" planks 16d common at each bearing 26. Collar tie to rafter 3 - 10d common face nail VERTICAL 4 - 3" x 0.131" nail HEADER V.I.F. 4 - 3" 14 gage staple face noil HORIZ. 27. Jack rafter to hip 3 - 10d common toenail HSS 4 - 3" x 0.131" nail W. P. WATERPROOF 4 - 3" 14 gage staple HEIGHT W.W.F. 2 - 16d common face nail INTERIOR 3 - 3" x 0.131" nail WOOD INV. 3 - 3" 14 gage staple W/ 28. Roof rafter to 2 -by ridge beam 2 - 16d common toenail W/0 3 -3 "x0.131 "noil K KING STUD 3 - 3" 14 gage staple 2 - 16d common face nail 3 -3 "x0.131 "nail 3 - 3" 14 gage staple 29. .Joist to band joist 3 - 16d common face nail 5 - 3" x 0.131" nail 5 - 3" 14 gage staple 30. Ledger strip 3 - 16d common face nail 4 - 3" x 0.131" nail 4 - 3" 14 gage staple 31. Wood structural panels and particleboard: 1/2" and less 8d`' (per KRM) Subfloor, roof and wall sheathing 2 3/8" x 0.131" nail" (to framing): 1 3V4" x 16 gage' 19/32" to 3/4" 8d (per KRM)q 2 3/8" x 0.131" naiIP 2" 16 gageP 7/8" to 1" 8d` 1 1/8" to 1 1/4" 10d or 8d Single Floor (combination subfloor- 3/4" and less 8d (per KRM)q underlayment to framing): 7/8" to 1" 8d 1 1/8" to 1 1/4" 10d or 8d 32. Panel siding (to framing) 1/2" or less 6d 5/8" 8df 33. Fiberboard sheathing: 1/2" No. 11 gage roofing nail 6d common nail No. 16 gage staple' 25/32" No. 11 gage roofing noil 8d common nail No. 16 gage staple` 34. Interior paneling 1/4" 4di 3/8" 6d NOTES TO TABLE 2304.9.1 For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans ore 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing ore permitted to be common, box or casing. c. Common or deformed shank. d. Common e. Deformed shank. f. Corrosion- resistant siding or casing nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. h. Corrosion- resistant roofing nails with 7/16 -inch diameter head and 1 1/2 inch length for 1/2 -inch sheathing and 1 3/4 inch length for 25/32 -inch sheathing. i. Corrosion- resistant staples with nominal 7/16 -inch crown and 1 1/8 inch length for 1/2 -inch sheathing and 1 1/2 inch length for 25/32 -inch sheathing. Panel supports at 16 inches (20 inches if strength axis is the long direction of the panel, unless otherwise marked). j. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports, I. For roof sheathing applications, 8d nails are the minimum required for wood structural panels m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. q. Items noted as "per KRM" have been changed from the IBC schedule to a more restrictive requirement. 100 r, A. B. ANCHOR BOLT LAM. LAMINATED A.F.F. ABOVE FINISHED FLOOR LLV LONG LEG VERTICAL A.F.G. ABOVE FINISHED GRADE LONGIT. LONGITUDINAL ADJ. ADJUSTABLE LTWT. LIGHTWEIGHT ANCH. ANCHOR LVL LAMINATED VENEER LUMBER APPROX. APPROXIMATELY LSL LAMINATED STRAND RIM MATERIAL ARCH. ARCHITECT MAX. MAXIMUM BD. BOARD MECH. MECHANICAL BLDG. BUILDING MAT'L MATERIAL BLKG. BLOCKING MANUF. MANUFACTURER BM. BEAM MIN. MINIMUM BOT. BOTTOM (N) NEW B.O.W. BOTTOM OF WALL NOM. NOMINAL BRG. BEARING N.W. NORMAL WEIGHT CANT. CANTILEVER O.C. ON CENTER C. J. CONTROL JOINT OPNG. OPENING CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD CEM. CEMENT R PLATE CLG. CEILING PLYWD. PLYWOOD CE CENTERLINE PKT. POCKET CLR. CLEARANCE R.O. ROUGH OPENING COL. COLUMN RAD. RADIUS CONC. CONCRETE REF. REFERENCE CONN. CONNECTION REINF. REINFORCE /REINFORCEMENT CONT. CONTINUOUS REQ D REQUIRED CONST. CONSTRUCTION RET. RETAINING C.P. CRIPPLE POST REV. REVISION C. W. CRIPPLE WALL R. S. ROUGH SAWN DBL. DOUBLE SCHED. SCHEDULE DET. DETAIL SECT. SECTION DIAL. DIAGONAL SHT. SHEET DWL. DOWEL SIM. SIMILAR DWG. DRAWING S.I.P. STRUCTURAL INSULATED PANEL EA. EACH SPEC. SPECIFICATION E. J. EXPANSION JOINT SQ. SQUARE ELEV. ELEVATION STD. STANDARD ENG. ENGINEER STL. STEEL EQUIP. EQUIPMENT STRUCT. STRUCTURAL EQUIV. EQUIVALENT T &B TOP & BOTTOM EXSTG. EXISTING T &G TONGUE & GROOVE (E) EXISTING T. 0. TOP OF EXP. EXPANSION T.O.C. TOP OF CONCRETE EXT. EXTERIOR T.O.F. TOP OF FOOTING F.D. FLOOR DRAIN T.O.L. TOP OF LEDGE FDTN. FOUNDATION T.O.M. TOP OF MASONRY FLR. FLOOR T. 0. W. TOP OF WALL FRMG. FRAMING THRU THROUGH FTG. FOOTING TRANSV. TRANSVERSE GA. GAUGE TRTD. TREATED GALV. GALVANIZED TS TUBE STEEL COLUMN GEN. GENERAL TYP. TYPICAL G.L. GLUE -LAM U.N.O. UNLESS NOTED OTHERWISE GYP. GYPSUM /GYPCRETE VERT. VERTICAL HDR. HEADER V.I.F. VERIFY IN FIELD HORIZ. HORIZONTAL W. F. WIDE FLANGE HSS HOLLOW STEEL SECTION W. P. WATERPROOF HT. HEIGHT W.W.F. WELDED WIRE FABRIC INT. INTERIOR WD. WOOD INV. INVERTED W/ WITH JST. JOIST W/0 WITHOUT K KING STUD PROVIDE A MINIMUM OF ONE KING STUD, OR AS SPECIFIED 01\ PLAN 0 • !! 9 z •! i+ U9 W. 9 A N N FA POSTS SPECIFIED ON PLAN INDICATE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS 5o NA 08/15/08 j Co Q N 6 3- co (o d 00000 Z C h (} 07 ( n n (n ~ QZ hI� 0 1­_rnrn (� 00WJ -o 1- J (D (J) V) � .� Q � ()0 tr) n L j (0 a) .- 00 1 U o° CO L 4 J 1-. = r,.< j C7 X O < W E-. F� CO h F ---i Q0 (D W Pam, n designed by MTN drawn by MTN checked by TDH issued PRELIM 08/04/08 PERMIT 08/05/08 REVISED 08215 08 Sheet JOB #0804-29