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HomeMy WebLinkAboutDRB140252 Plans Approved��- STEVEN JAMES RIDEN POST OFFICE BOX 3 23 8 V A I L 9 C 0 o 8 1 6 8 9 7 0 ) 1 8 MEMBER 1 AMERICAN IOF ARCHITECTS IN AL 254 0 0 LOT # 23B, BLOCK # 71 VAIL VILLAGE 1ST TABLE OF CONTENTS 254 BEAVER DAM ROAD VAIL, COLORADO 81657 MAY 2012014 CTAP #2 Design Review Staff Approval By Warren Campbell at 10:20 am, Jul 21, 2014 TOWN OF VAIL INC 0c O p.Mg Q O Q W W N w O M N O N P-� TOPOGRAPHIC SURVEY E1 LOWER LEVEL ELECTRICAL PLAN SDI SI DEVELOPMENT PLAN E2 LIVING LEVEL ELECTRICAL PLAN L LANDS E DEVELOPMENT PLAN (EXISTING NO CHANGES) E3 UPPER LEVEL ELECTRICAL PLAN 1 LOWER LE L FLO PLAN (EXISTING NO CHANGES) S 1 STRUCTURAL NOTES AND DETAILS A2 LIVING LEVEL FLOOR LAN S2 STRUCTURAL FOUNDATION PLAN A3 UPPER LEVEL FLOOR PLA S3 STRUCTURAL LOWER AND MAIN LEVEL FRAMING PLANS A4 ROOF PLAN S UCTURAL UPPER F V ING PLAN AND DETAILS AS SECTION SS STRU U RO RAMING PLAN AND D AILS A6 EAST ELEVATION SF 1 LOWER VEL GRFA A7 SOUTH ELEVATION SF2 LIVING LEVEL GRFA A8 WEST ELEVATION SF3 UPPER LEVEL GRFA A9 NORTH ELEVATION SF4 EXTERIOR WALL NORTH AND SOUTH /BELOW GRADE GRFA � \ SFS EXTERIOR WALL EAST AND WEST /BELOW GRADE GRFA Design Review Staff Approval By Warren Campbell at 10:20 am, Jul 21, 2014 TOWN OF VAIL INC 0c O p.Mg Q O Q W W N w O M N O N P-� 8174.3 a1�2� RADIUS = 1205 DELTA = 02 °20 ARC = 49.23' TANGENT = 24. CHORD = 49.21- BRG = 1\178 °48'I LOT 20A RADIUS = 1205.15' DELTA = 9'25'18" ARC = 198.27' TANGENT = 99.35' 8168.7 —( 8167.9 LEGEND LIGHT POLE TREE (EVERGREEN) QS MANHOLE (SEWER) TREE (DECIDUOUS) GM >< METER (GAS) BUILDING /FOUNDATION CANTILEVER DECK DRIVEWAY /EOA PROPERTY LINE PROPERTY LINE (ADJOINING) DITCH (FLOWLINE) RESUB. LINE LOT 21 LOT 22 AND CAP 327 OF WETLANDS 10 LOT 24 NOTES: i GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft. 40 1) DATE OF TOPOGRAPHY: 4/12/2007. DATE OF WETLANDS LOCATES: 4/22/2004. 2) BASIS OF ELEVATIONS: SEWER MH0920, 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. OUND PIN AND CAP .S. NO. 16827 LOT 25 IRVEYOR'S CERTIFICATE I, 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. SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC Design Review Staff Approval TOWN { By Warren Campbell at 10:21 am, Jul 21, 2014 a U x a L7 O a O H MMM—I M N O O 4 O M—I MH W W M^ W M N "V M N O ^O H O O w � �O w `.J F--i l^ M--1 M--I O O 0 0 Ln Ln °o 0 CD US n � � Q) o o Z 0 n 0 Q 0 c� v � X 1 0 � J o ,,�rr77 ��■ W V N 'D j�'y''J +j w� � W 1 0 c3� X V Ofd] A Q o ii Q rn L a U x a L7 O a O H MMM—I M N O O 4 O M—I MH W W M^ W M N "V M N O ^O H O O w � �O w `.J F--i l^ M--1 M--I O O 0 0 °o 0 � � Q) o o Z 0 Q 0 W v � Q) ° 0 � m V Z Q V O PLANT SCHEDULE SYM. COMMON NAME SCIENTIFIC NAME SIZE QTY. Colorado Blue Spruce Picea pungens 15' -0' ht. 0 OQuaking Aspen Populus tremuloides 2 " -3 "cal. 0 NOTE: REVEGITATE SITE WITH NATIVE GRASSES AND WILDFLOWERS. NOTE: EXISTING VEGETATION ; GRASSES, SAGE AND SERVICEBERRY. NOTE: NO SOD ON SITE THERE FORE NO IRRIGATION REQUIRED. WTam Juniper Juniperus sabina tamariscifolio 5 gal. 0 NOTE: REMOVED TREES TO BE REPLACED BY NEW 15' -0" TREES RADIUS = 1205.15' EQUAL TO THE HEIGHT OF THE TREE REMOVED. DELTA = 9 °25'18" Gold Drop Potentilla Potentilla fruticosa farreri 5 gal. 0 ARC = 198.27' _ TANGENT = 99.35' CHORD = 198.02' BRG = N82 °20'36 "E -- - - - NOTE: EXISTING LANDSCAPING TO REMAIN, R DAM ROAD NO CHANGES OR ADDITIONS B R.WN -) - -- - ;- (501 MH 0920 — OUTLINE OF EXISTING - -- RIM ELEV. = 8173.2 VEGITATION - NVERT IN = 8164.1 — INVERT OUT = 8164.3' (BASIS OF ELEVATIONS) — — I � FOUND PIN AND CAP g EXISTING 18" CMP — _ — _ — L.S. NO. 16827 LOT 24 NI BUILDING SETBACK I " -81 74 — / \ HEATED DRIVE General Landscape Notes — ____- \ Trees and shrubs shall be planted in pits 1 1/2 times the size of " 1 I Cn the plant rootball and backfilled with a combination of topsoil 1 - � \LOT #23B ' i LOT 23A - _ - well rotted manure and compost. All trees shall have a well a o 0 LOCK #7, -VA4_L VI LLAPE 1ST rn minimum of 4" deep, comparable in size to the drip line of the 5 =0" PROPERTY LINE 0.569 ACRES I / tree. All deciduous trees shall be staked with 6' steel "T" 75� N posts and guyed with #14 gauge galvanized wire and 1 1/2" x 18" I - - -- �' nylon tree straps. After installation all newly planted trees II \ I shall be rootfed with a liquid root growth stimulator containing I\ I N vitamin B -2 as well as a slow release fertilizer. co All shrub beds shall be lined with weed prevention mat prior to being topdressed. All tree wells and shrub beds shall be HEATED DRIVE topdressed with a minimum of 3" of bark mulch. � ��� � � 1 1 I \ I Herbaceous planting beds shall be topsoil, tilled to a depth of > EXISTING 6" and be rock free. A mixture of compost and well rotted manure ROOF — should be tilled into the planting beds ( 1 cubic yard compost per 350 s.f., one cubic yard manure per 250 s.f.). All 1 1 " NEW ROOF I I herbaceous planting beds shall be topdressed with 1 2" black _ I P 9 P / E I Colorado humus peat . I IL -- - STI►�G �� — I - \ All disturbed areas designated on the Landscape Plan to receive v ° / / I °° I ROOF G - native grass treatment ofthe recommended seed mix, and shall be I EXISTIN oI 6 ROOF revegetated by sowing the seed mixture at a rate of 1/4 pounds w'I / I -_ - — I I per linear square acre. o ` I � aD I � _ I LOT 20A N I I� 1 / �°° I I One application of 18 -46 -0 fertilizer shall be broadcast prior to METER LOCATION O d seeding at the rate of 7 lbs. /1000 s.f. All revegitated areas shall / NEW ROOF M / I _ be mulched with 2 -3" of weed free hay or straw. All mulched area I I ar' EXISTIIN IDGE \ — — — I —w^ I shall be treated with an approved organic tackifier at the rate of ° / oN \ \ I 120 lbs. /acre. W NWR F I I I O / ., - D All newly planted shrubs and trees shall recieve drip irrigation. CD I _ _ - _ - - All sod areas shall receive spray irrigation with 100% overlap. This system shall be automatic. Sprinkler system to be Design Build. DRAINAGE SWALE �_0" — Before any site excavation any existing plant materials shall be excavated and bagged for proper root protection and stored with 8190 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 Z ago-( I U NAT II (T D I� "T� — — o — construction. Should the transplanting fail, a replacement shall be Y _ installed of equal size or multiple planting to obtain equal size of </ r �1 A U) 1 c G S�CON D I — — _ _ the existing (failed) tree. PROPERTY LINE \� FOUND PIN AND CAP 25 ,0" \' � — _ _ — L.S. NO. 16827 � � I / I BUILDING SETBACK — BUILDING SETBACK LOT 25 o _ o / 1 8198- — _ POSTS: 5' LONG 4 °X4• WOOO OR Design Review -- - - - - -- -- FOUND PIN' AND CAP ' 1.3 LBS. /FT. STEEL Staff Approval L S. N0. ` FILTER O.C. BRIO: By Warren Campbell at 10:21 am, Jul 21, 2014 FILTER FABRIC: LOT 2 2 TOWN O f Y� I L d7" WflF TFNC11 F DRAINAGE SWALE 1 LOT 21 LANDSCAPE DEVELOPMENT PLAN SCALE 1" = 10' -0" NOTE: EXISTING LANDSCAPING TO REMAIN, NO CHANGES OR ADDITIONS U w H x Z U Q w cv W V 1 � OD kn F"I W °� DC H wpN un Z U M o¢� U Z >- WC w > O a � ¢ W w [� O w w W Q � � 0 O � � N N C (K)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.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDES THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL RE PORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY TH DATE- FEB. 1, 2014 ISSUE: PERMIT REVISION DATE #1 APRIL 10,2014 I�II'I AI. SJR #2 MAY 19,2014 SJR pF C0�0� y - O S IDEN 02680 ��SFD G I V ARG�`� D ' BATH #2 BED #1 BED #2 8177' -0" GARAGE LEVEL FLOOR PLAN 0_] BATH #1 V O U JJJ w JJJ x -j -j-j w Q F- F- F- F- i I I I PROPERTY LINE 4�AAA6 LAUNDRY BED #3 BROOM ed POWDER MUD ROOM � 0 * LOWER LEVEL 8189' -0" UP ENTRY 8193' -4 11/16 * 8189' -0" P AA A6 8184' -0" D MEDIA ROOM WALLS TO BE REMOVED DIN 8187'- 8177' -0" FO WINE ROOM 0 0 BUNK ROOM 8187' -0" 0 I DECK ABOVE TO BE REMOVED I I i i I -0 I I I I I I ` � I � � I � I I I - , I I � NEW ROOF OUTLINE ABOVE - -, I I � � I � � I � I I I � I I I I I I I II I I I I I I I I I PROPER1 Y UNIE LOWER LEVEL FLOOR PLAN I \ Design Review Staff Approval Warren rren Campbell It 10:21 am, Jul 21, 2014 TOWN OF HAIL I � I U w x w Q w O M N w I �U O M ~ O�� U �'" W' w O da w w [� O w W V1 W O� 7t � O � � W 0 U O U O � N N O CO 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.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRA CTORSHALLTHOROUGHLY 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 /SJR DATE: FEB. 01, 2014 ISSUE: PERMIT REVISION DAI L. #1 APRIL 10,2014 INITIAL SJR #2 MAY 19,2014 SJR 0v CDzO� co S RIDEN 02680 �. � F�ys�D v ARG�`� Al DECK LOT LINE DINING iWA�ymEM N Sol nr_�SOMA to] a I I I LIVING WINDOW SCHEDULE MARK Style SIZE GLAZING Remarks WIDTH HEIGHT 1 Casement 3' -6" 4' -0" CLAD WOOD 2 Awning 3' -6" 2' -0" 8' -0" 3 Casement 3' -6" 4' -0" S -0" 4 Awning 3' -6" 2' -0" 004 5 Casement 2' -0" 5' -0" -- 6 Casement 2' -0" 6' -0" TEMPERED 7 Casement 2' -0" 6' -0" TEMPERED 8 Casement 2' -0" 6' -0" TEMPERED 9 Picture 4' -0" 2' -0" 10 Awning 4' -0" 6' -0" 11 Picture 4' -0" 2' -0" U 12 Awning 4' -0" 6' -0" w � 13 Picture 4' -0" 2' -0" DEN 14 Picture 4' -0" 2' -0" 15 Picture 4' -0" 2' -0" [� 16 Picture 4' -0" 2' -0" NOTE: ITEM #21 DELETED DOOR SCHEDULE MARK DOOR MATERIAL GLAZING NOTES SIZE WD HGT 001 PR 4' -0" 8' -0' CLAD WOOD TEMPERED 16' X 8' OPENING CENTER 002 3' -0" 8' -0" WOOD PANEL -- -- 003 S -0" 8' -0' WOOD PANEL -- -- 004 2' -6" 8' -0' WOOD PANEL -- -- 005 3' -0" 8' -0" WOOD PANEL -- -- 006 PR 2' -6" 8' -0" -- -- -- 007 3' -0" 8' -0' WOOD PANEL -- -- i i fi i i AA 5 -5 � o� 5,_„ 2 KITCHEN FP U W x (GAS) d Q w 18" CABS w/ II STONE N W M OD [� rn kr) BOOKCASE ABOVE W C) VENEER/ w p oc Z POWDER (TILE) HEARTH U >`� w � W O CL. DEN w w [� O (WOOD) W w W WALLS TO I—� Q � � BE REMOVED Orr Q � O I 12" CABS w/ ' 36" oo� BOOKCASE 0VE 36" 42" 006 ..... 0l 2„ I� C� 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 NO E: CENTER POCKET ?� DOORS AND DEN WINDOWS ON ENTRY NTER LINE. ~ c° 8197' -9 3/8" T�7 6" 004 DN I CENTER LINE - - - - -- \ - li -- - - - --i REMOVE MECH. CHASEWAY REMOVE PLUMBING BOX (18 "x18 ") REMOVE EXISTING WINDOWS & DOORS REMOVE EXISTING DECK RAILING NEW 8' -0 "x 16' -0" SLIDING DOORS W/ (4) 2' -0 "x 4' -0" WINDOWS ABOVE uj M r I I I I I I I I L - -J L - -J O I CV AA6 STONE VENEER FLAGSTONE DECK (MATCH EXISTING) NEW DECK RAILING � II I'll J 36" 003 3'- LINEN VOID �J 5'- 113/4" I I ASTER CLOS T (WOOD) N I 10 71 7Y4 005 I I 36" I LO i� Y2" N IIII IIII MASTER BATH (TILE) °O o ° VIII 18' -OY4' LO MASTER BED _I (WOOD) 8197' -9 3/8" O I 7:12 0 JG SECONDARY UNIT .'0 aoo DCO OOP DECK TO BE REMOVED NEW ROOF ---1 T WALL OUTLINE BELOW 12" ' 'LL LLL L O O o f cV SPA L LL LLL II <8> 15 I I N (0 O 3'— 7: 2 NEW ROOF 10 O O I7:12 I 3' -0" O I11 12 N O I T i N II I 14 13 ` NEW ROOF OUTLINE BELOW GARAGE OUTLINE BELOW ROOF BRACES BELOW (TYP.) 16' -0" PROPERTY LINE 1' -0" V -5" I LIVING LEVEL FLOOR PLAN I Design Review I Staff Approval TOWN �� By Warren Campbell at 10:21 am, Jul 21, 2014 I 0 2 4' 8' SCALE: 1/4" = V-01) NEW WALLS WALLS TO BE REMOVED RE: ELEVATIONS FOR WINDOW SIZES AND CONFIGURATIONS. Q a 0 000 o U W x w d Q w M N W M OD [� rn kr) W C) w p oc Z U >`� w � W O CL. w w [� O W w W I—� Q � � Q � O 0 N N 0l I� C� 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.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF 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 SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING TH /SJR DA, FEB. 01, 2014 ISSUE. PERMIT REVISION DATE #1 APRIL 10,2014 INITIAL. SJR #2 MAY 19,2014 SJR p C OZ OAP Q. 9 RIDEN 02680 Fp ARC L IVGYY VVML -LJ U w x Z U W � Q w �M N w V1 � w p °° Z u U M U W � w O >a ¢ W w [� O w W rrW� �.J 00 v I Q � � � W O O N M N O COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENTOFPROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF 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 SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY TH /SJR DATES FEB. 01, 2014 ISSIQ PERMIT N REVISION DATE #1 APRIL 10,2014 SJR #2 MAY 19,2014 SJR Of COC�� C43~ S RIDEN 0680 �. F,ys£D v A3 N N EXISTING ROOF i PRO EXIST'G ROOF NEW ROOF W014 N N EXISTING ROOF NEW ROOF 7:12 E G V'� \ \V N r EXISTING ROOF AA A6 0 cV N 1 00 I N N 00 w 0 AIA 7:12 J 1z\ M u ROOF PLAN 0 2' 4' 8' SCALE: 1/41) = V-0" 7:12 7:12 NEW RC,%JI 00 0 1 -cr N 00 !W^ V Q NEW ROOF N ri u 7:12 C CT Dl D SECONDARY U C T O M i r OOF BRACES BELOW (TYP.) M 3' -0" ROOF BRACES BELOW (TYP.) LIVING LEVEL OUTLINE BELOW ROOF OUTLINE BELOW LOWER LEVEL OUTLINE BELOW NOTE: PROVIDE ONE HOUR FIRE RATED ASSEMBLY AT AREAS WITHIN 3' -0" OF PROPERTY LINE. RE: DETAIL 9, SHEET All, & GA FILE NO. RC 2601 (TYPICAL HATCHED AREAS) NEW PROPERTY LINE Design Review Staff Approval + By Warren Campbell at 10:22 am, Jul 21, 2014 TOWN OF VA . X1. F- U W E-� Z U w � Q Q w M N W V1 � U U M U Fy' w W >O a � w w [� O W W W � l � ~ O � a0 CIA O 0 � � N N 0 CE) 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 ALA. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF 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 SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY TH /SJR DATF- FEB. 01, 2014 ISSUE: PERMIT REVISION DATE #1 APRIL 10,2014 IN11'IAI. SJR #2 MAY 19,2014 SJR C0k0� ca S IDEN 02680 �. v FD AIR A4 ,h LOFT LEVEL OIL UPPER LEVI OIL LOWER LEVE If BUILDING SECTION AA 0 24" 48" 96" SCALE: 1/4)) = 1' -0" 0 rowN OF un Design Review Staff Approval By Warren Campbell at 10:22 am, Jul 21, 2014 E~ U w H U U Q w M M CO E Tr�^ w-, DO V1 �c W o�� 00 O I woN � z UUM O�� U Q� > W � W a ¢ W w w W `.J Ln l F--�1 Ln -I � '!T l V I Q � � � W O U O U 0 � � N M N O © 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, A, ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF 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 SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH /SJR DATE FEB. 1, 2014 ISSUE: PERMIT N REVISION DATE INITIAL #1 APRIL 10,2014 SJR #2 MAY 19,2014 SJR of C 04 C O to S RIDEN 02680 � F�,s£D v ARG�\� A5 0 --------------------------------------------- DATE. FEB. 01, 2014 ISSUE: PERMIT NEW BOILERS REVISION DATE I\ITI At. #1 APRIL 10,2014 SJR #2 J • O _j _j _j JJJ JJJ � JJJ F F F F F F J ELECTRICAL SCHEDULE 0= DUPLEX W HALF HOT, WATER PROOF, IN BOX UNDERGROUND :@�= CLOCK OUTLET FLOOR OUTLET ® SPECIAL: VERIFY APPLICATION REQUIREMENTS _6+ SWITCH - ALL SWITCHING & COVER PLATES (VERIFY) 4 PHONE / MULTI CABLE, TV /SAT /COMP., DATA 19 EXTERIOR WALL SCONSE 2 0 EXTERIOR RECESSED (4" ROUND) 3 O INTERIOR RECESSED (4" ROUND) 4 INTERIOR RECESSED ADJUSTABLE (4" ROUND) 5 ❑O INTERIOR RECESSED SHOWER /LENS (4" ROUND) 6 ❑O INTERIOR RECESSED: HIGH CEILING SLOPED CAN (4" ROUND) 7(j) INTERIOR CEILING MOUNT 8 ® PENDENT: BY OWNER 99 INTERIOR WALL SCONSE 4 PANASONIC FV -20VQ2 O.A.E. SEC. SECURITY KEY PAD Q THERMOSTAT ® HUMIDISTAT Q SMOKE DETECTOR NOTE: (O.A.E.) OR APPROVED EQUAL INTERIOR SWITCHES TO BE DIMMED VIA LUTRON (O.A.E.) VERIFY DIMMING CIRCUITS WITH ARCHITECT. ALL ROUGH -IN MUST BE REVIEWED AND VERIFIED ON SITE NTH ARCHITECT PRIOR TO PLACEMENT OF ANY EXPOSED 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: INTERCONNECTED - MONITORED FIRE / FREEZE / SMOKE AND INTRUSION ALARM. od AA A6 - JJ I Design ((:K Staff A TON OF VAIL' & By wa► I I I I I I I I I I I I I I I - - - -J l I I I I I I I I I I I I I - - - -J roval 7 Campbell at 4:48 pm, Jul 21, 2014 1 LOWER LEVEL ELECTRICAL PLAN 0 2' 4' 8 NOTE: P OVIDE MONITORED FIRE ALARM SYSTEM TO ,COMPLY WITH NFPA 72 SCALE: 1/4" = 1'-0" I►I VA W Q M 00 r� �00 W o 00 ��o °° QI U U M d O1 W� O a W H U w H x U x w O W H E" H z H z ¢ U w w O W W w — ~ O � � � o � Q � � w o � N N O I , I , I (E)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.I.A, ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT \ THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN \� THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTIN G 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 —1 I DRAWN BY TH /SJR DATE. FEB. 01, 2014 ISSUE: PERMIT # REVISION DATE I\ITI At. #1 APRIL 10,2014 SJR #2 MAY 19,2014 SJR oo��()f COC'o Q' I KIUtIV 02680 D �. v �SF ARG�`� E1 i i i fi i i AA 0 ELECTRICAL SCHEDULE 0= DUPLEX HALF HOT, WATER PROOF, IN BOX UNDERGROUND CLOCK OUTLET O FLOOR OUTLET 0 SPECIAL: VERIFY APPLICATION REQUIREMENTS 464- SWITCH — ALL SWITCHING & COVER PLATES (VERIFY) I PHONE / MULTI CABLE, TV /SAT /COMP., DATA 19 EXTERIOR WALL SCONSE 2 0 EXTERIOR RECESSED (4" ROUND) 3 O INTERIOR RECESSED (4" ROUND) 4 M4 INTERIOR RECESSED ADJUSTABLE (4" ROUND) 5 r0 INTERIOR RECESSED SHOWER /LENS (4" ROUND) 6 ❑O INTERIOR RECESSED: HIGH CEILING SLOPED CAN (4" ROUND) 7 ® INTERIOR CEILING MOUNT 8(D PENDENT: BY OWNER 9 & INTERIOR WALL SCONSE 4 PANASONIC FV -20VQ2 O.A.E. FS-ET-1 SECURITY KEY PAD Q THERMOSTAT ® HUMIDISTAT Q SMOKE DETECTOR NOTE: (O.A.E.) OR APPROVED EQUAL INTERIOR SWITCHES TO BE DIMMED VIA LUTRON (O.A.E.) VERIFY DIMMING CIRCUITS WITH ARCHITECT. ALL ROUGH -IN MUST BE REVIEWED AND VERIFIED ON SITE WITH ARCHITECT PRIOR TO PLACEMENT OF ANY EXPOSED 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: INTERCONNECTED - MONITORED FIRE / FREEZE / SMOKE AND INTRUSION ALARM. � O 30 3 O 30 e 30� 3 3 I I 7 \ II 03 I , - d 3 O 3 T L= _ I I I I L - -J I II - - --� I I I I L - -J 3 3 3 a 3 3 / 9 0 30 30 30 30 0 STEA>;A 3 �r•��� ©nom ©r•��� � © T C. 6 SE �I pi II i � II U 3QL__�,X 3101 / 3� DD n PO4 N .. .. mo 3 3 3 30 30 Design Review Staff Approval TOWN OF CIA IL By Warren Campbell at 4:48 pm, Jul 21, 2014 LIVING LEVEL ELECTRICAL PLAN 0 2' 4' 8 NOTE: PROVIDE MONITORED FIRE ALARM SYSTEM TO COMPLY WITH NFPA 72 SCALE: 1/4" = V-0" L III II II II TF I� II III II ICI �I III lls O 1 M E F-0 0 U W x w ¢ Q w M OD [� rn kr) 00 O w p °C Z ww° ¢ C) U >o w ¢ w w [� O W W l W I—� � 0 � Cq Q W 0 0 N M N O I--I C� 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.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF 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 SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING TH /SJR DA„ FEB. 01, 2014 ISSUE. PERMIT ,. REVISION DATE #1 APRIL 10,2014 INITIAL. SJR #2 MAY 19,2014 SJR Of C040 Q. 9 Go S RIDEN 02680 v FD ARC`` E2 L INTERIOR SWITCHES TO BE DIMMED VIA LUTRON (O.A.E.) VERIFY DIMMING CIRCUITS WITH ARCHITECT. ALL ROUGH -IN MUST BE REVIEWED AND VERIFIED ON SITE WITH ARCHITECT PRIOR TO PLACEMENT OF ANY EXPOSED 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: INTERCONNECTED- MONITORED FIRE / FREEZE / SMOKE AND INTRUSION ALARM. UPPER LEVEL ELECTRICAL PLAN 0 2' 4' 8' SCALE: 1/4" = 1'-0" NOTE: PROVIDE MONITORED FIRE ALARM SYSTEM TO COMPLY WITH NFPA 72 I ;OWN OF VAILA" Design Review Staff Approval By Warren Campbell at 4:48 pm, Jul 21, 2014 U w x Z U W � Q w �M N w V1 � w p °° Z U U M U E > `J W In w O W w [� O 00 � w W -i rrW� `.J � � l O � � Q � � � W O O N M N O C� 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.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECTAND 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 /SJR DATI -. FEB. 01, 2014 ISSUE PERMIT d REVISION DATE #1 APRIL 10,2014 SJR #2 MAY 19,2014 SJR Of COt�� c~ O S WIDEN 02680 v fD ARC 3 DESIGN CRITERIA: PAL 254 REMODEL - 2013 JOB #:1304 -14 Roof Live Load (Snow) -------------------------- - - - - -- 80 psf Roof Dead Load ------------------------------ - - - - -- 15 psf Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf Floor Dead Load ------------------------------ - - - - -- 35 psf P. Deck Live Load 100 psf Deck Dead Load - - - - -- ---------- - - - - q. -- - - - -- - - - - -- 53 psf q' Wind (3 Second Gust) -------------------------- - - - - -- 90 mph (Exp. B) Seismic Design Category EXEMPT r' IBC/IRC Edition ------------------------------ - - - - -- 2009 SPECIAL INSPECTIONS: S. a. Special Inspections shall be provided according to Section 1704.1 and the statement of special inspections as required by the Town of Vail. b. Continuous Inspection shall be performed for field welding (except single -pass fillet welds less than 5/6 "), and anchor bolts where indicated on the foundation plan. C. Periodic inspection of steel construction elements shall include material verification in accordance with these drawings, manufacturer's certificate of compliance, snug -tight bolted joints, Y4" and smaller welds, reinforcing steel, and anchors installed in hardened concrete. d. The structural engineer does not provide special inspections. Periodic observations of construction by the structural engineer are not to be considered special inspections. 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 some 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 2009 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. 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. 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. d. 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 Cad 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 %" 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 "Fastening Schedule" on the drawings (2009 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. OSB rims shall be APA Performance Rated Rim Board material. 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 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. All lumber used in construction shall have a maximum moisture content of 19 %. Unless made of treated or naturally decay- resistant wood, all deck beams and joists (including glue -lams) wider than 11/" shall be sealed and flashed at the top surface per architect. Drive pins specified on plan shall be powder actuated fasteners by Ramset, Powers, Hilti, or approved equivalent. Fastener and load size shall be determined according to manufacturers recommendations for materials being attached. Framing Notes: 1. Exterior walls: A. All exterior walls 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" shall 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 32/16, 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. 2. Interior Load Bearing Walls: A. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) @ 16" o.c. with 1/2" gypsum wallboard both sides unless noted otherwise. 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. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. C. Provide (2) -2x10 headers over all openings in wall, with one 2x4 or 2x6 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 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, exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. Install sheathing with long dimension perpendicular to joists and end joints staggered. B. Provide solid blocking between floor joists at all bearing locations. Blocking material shall match the floor joist material. 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 2306.7 of the 2009 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. 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. 1/2" diameter - - - - 2 1 /2" 2. 5/8" diameter - - - - 3" 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. Welds not specifically indicated shall be 3/6" fillet welds across the full length of the joint. 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 - metallic 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: 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' -1" 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: a. 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. Shop drawings: Submit shop and erection drawings for structural steel, wood trusses, manufactured wood joists to engineer for review prior to fabrication. This review is for general compliance with the intent of the structural design. The architect and /or contractor are responsible for checking quantities, dimensions and coordination with other trades. C. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. d. 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. e. 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. f. All waterproofing and flashing is the responsibility of the architect and contractor. g. 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. h. 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. i. 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. 2009 IBC FASTENING SCHEDULE* *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.9.1 FOR FULL SCHEDULE CONNECTION FASTENING a, b A.F.F. 1. Joist to sill or girder 3 - 8d common toenail A.F.G. 3 - 3" x 0.131" nail LLV LONG LEG VERTICAL 3 - 3" 14 gage staple ADJUSTABLE 2. Bridging to joist 2 - 8d common toenail each end ANCHOR 2 - 3" x 0.131" nail LIGHTWEIGHT APPROX. 2 - 3" 14 gage staple LVL 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail LSL 3" x 0.131" nail at 8" o.c. BD. BOARD 3" 14 gage staple at 12" o.c. MAXIMUM 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" BLOCKING MAT'L (4) -3" 14 gage staple per 16" BM. 7. Top plate to stud 2 - 16d common end nail BOT. 3 - 3" x 0.131" nail MIN. MINIMUM 3 - 3" 14 gage staple BOTTOM OF WALL 8. Stud to sole plate 4 - 8d common toenail BEARING 4 - 3" x 0.131" nail NOMINAL CANT. 3 - 3" 14 gage staple N.W. NORMAL WEIGHT 2 - 16d common end nail 0. C. 3 - 3" x 0.131" nail CMU CONCRETE MASONRY UNIT 3 - 3" 14 gage staple OPENING 9. Double Studs 16d at 24" o.c. face nail ORIENTED STRAND BOARD 3" x 0.131" nail at 8" o.c. CEILING R 3" 14 gage staple at 8" o.c. � TT 10. Double top plates 16d at 16" o.c. typical face nail CLR. 3" x 0.131" nail at 12" o.c. PKT. POCKET 3" 14 gage staple at 12" o.c. COLUMN Double top plates 8 - 16d common lap splice CONCRETE 12 -3 "x0.131 "nail RADIUS CONN. 12 - 3" 14 gage staple typical face nail REF. 11. Blocking between joist or rafters 3 - 8d common toenail to top plate 3 - 3" x 0.131" nail CONST. CONSTRUCTION 3 - 3" 14 gage staple REQUIRED 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail RETAINING 3" x 0.131" nail at 6" o.c. CRIPPLE WALL REV. 3" 14 gage staple at 6" o.c. DBL. 13. Top plates, laps and intersections 2 - 16d common face nail DET. 3 - 3" x 0.131" nail SCHED. SCHEDULE 3 - 3" 14 gage staple DIAGONAL 14. Continuous header, two pieces 16d common 16" o.c. along edge 16. Continuous header to stud 4 - 8d common toenail 19. Rafter to plate 3 - 8d common toenail (See Section 2308.10.1, Table 2308.10.1) 3 - 3" x 0.131" nail 3 - 3" 14 gage staple EACH 23. Built -up corner studs 16d common 24" o.c. EXPANSION JOINT 3" x 0.131" nail 16" o.c. ELEV. 3" 14 gage staple 16" o.c. 29. Joist to band joist 3 - 16d common face nail STD. 5 - 3" x 0.131" nail EQUIP. EQUIPMENT 5 - 3" 14 gage staple STEEL NOTES: For Sk 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. Staples shall have a minimum crown width of 7/16 inch. ABBREVIATION LIST A. B. ANCHOR BOLT LAM. LAMINATED A.F.F. ABOVE FINISHED FLOOR LLH LONG LEG HORIZONTAL A.F.G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL ADJ. ADJUSTABLE LONGIT. LONGITUDINAL ANCH. ANCHOR LTWT. LIGHTWEIGHT APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL BD. BOARD MAX. MAXIMUM BLDG. BUILDING MECH. MECHANICAL BLKG. BLOCKING MAT'L MATERIAL BM. BEAM MANUF. MANUFACTURER BOT. BOTTOM MIN. MINIMUM B.O.W. BOTTOM OF WALL (N) NEW BRG. BEARING NOM. NOMINAL CANT. CANTILEVER N.W. NORMAL WEIGHT C. J. CONTROL JOINT 0. C. ON CENTER CMU CONCRETE MASONRY UNIT OPNG. OPENING CEM. CEMENT OSB ORIENTED STRAND BOARD CLG. CEILING R PLATE � TT CENTERLINE PLYWD. PLYWOOD CLR. CLEARANCE PKT. POCKET COL. COLUMN R. 0. ROUGH OPENING CONC. CONCRETE RAD. RADIUS CONN. CONNECTION REF. REFERENCE CONT. CONTINUOUS REINF. REINFORCE /REINFORCEMENT CONST. CONSTRUCTION REQ'D REQUIRED C. P. CRIPPLE POST RET. RETAINING C. W. CRIPPLE WALL REV. REVISION DBL. DOUBLE R. S. ROUGH SAWN DET. DETAIL SCHED. SCHEDULE DIAG. DIAGONAL SECT. SECTION DWL. DOWEL SHT. SHEET DWG. DRAWING SIM. SIMILAR EA. EACH S.I.P. STRUCTURAL INSULATED PANEL E. J. EXPANSION JOINT SPEC. SPECIFICATION ELEV. ELEVATION SQ. SQUARE ENG. ENGINEER STD. STANDARD EQUIP. EQUIPMENT STL. STEEL EQUIV. EQUIVALENT STRUCT. STRUCTURAL 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 JST. JOIST W/ WITH K KING STUD W/0 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. CONNECTION SCHEDULE TOP FACE JOIST QA SIMPSON H5 - (4) -8d (4) -8d © SIMPSON LUS210 -2 - (8) -16d (6) -16d © SIMPSON EGQ7.25 H= 15.938 - (28)- SDSY4 "x3" (12)- SDSY4 "x3" OD SIMPSON HB5.50/16 (6) -16d (16) -16d (10) -16d EO SIMPSON LSSU210 - (10) -10d (7)- 10dx1.5 X a I TYPICAL PLUMBING /MECHANICAL HEADER PROVIDE A MINIMUM OF ONE KING STUD, OR AS SPECIFIED ON PLAN TYPICAL WINDOW /DOOR HEADER I -JOIST OR LVL HEADER TO MATCH DEPTH OF FLOOR JOISTS SCALE: 3/4" = 1' -0" SEE FRAMING PLANS FOR HEADER SIZE POSTS SPECIFIED ON PLAN INDICATE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS q(-AI F• -i /4" = 1' -n" �' r7 U rn I a) 0-)� Z o V C � rn `. Z Q C =Q E a_ u- _J ::) C: V) Z O C Q U N L0 �o Lo - 00 U m � O J m a > , 6 1 mcc � oo 06/12/14 F4 cc n � TT designed by MTN drawn by MTN /CLR checked by TDH issued PERMIT 05/17/13 REVISED 06/12/14 sheet S1 JOB #1304 -14 I� �II --- ---------------------------------- -------------------- ------ - - - - -- II II II II� I I I i I I I C STONE VENEER ANGLE SUPPORT HEIGHT OF VENEER ANGLE SIZE EXPANSION ANCHORS UP TO 8' 4x4xY4 % "0 x 4" © 24" 8' TO 14' 4x4xY4 % "0 x 4" © 16" 14' TO 20' 44x5 /6 3/4 "O x 4" © 24" 20' T0 26' 4x4x5/6 3V'0 x 4" © 16" NOTES: 1. THIS SCHEDULE IS FOR NON- BATTERED STONE VENEER WITH A MAXIMUM THICKNESS OF 6 ". CONTACT ENGINEER FOR OTHER CONDITIONS. 2. LOCATE ONE EXPANSION ANCHOR AT 6" FROM ENDS OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT. 3. ANGLES MUST BE ORIENTED AS SHOWN. I' I I I I i I I I L7 M N J FOUNDATION PLAN PLAN NOTES 1. STEPS IN TOP OF CONCRETE WALL INDICATED: 2. POSTS FROM ABOVE ARE INDICATED: N STEEL COLUMNS FROM ABOVE ARE INDICATED: 10 3. DO NOT SCALE DRAWINGS. 4. (E) REFERS TO EXISTING CONSTRUCTION ( SCALE: 1 /4" = 1' -0" ), (N) REFERS TO NEW CONSTRUCTION ( L — �I TT 1 — IF _L —F ADD 1' THICK CONCRETE x o DIM.'s SHOWN W/ (2) - #5's 3' -0" F LONGIT. AND (4) - #5's x 1' -2" TRANSV. EQUALLY SPACED INTO 3/4 "Ox4" HOLES IN (E) FTG.. PROVIDE 3" CLR. FROM �I BOT. OF FTC. x X1 II I i- li� I I I I I I I I I I �rl __1 j xy I I F - - - -� jiF F] LL I-- — — — — — — — — — —I L NORTH I I I Ll� I II I I I I I I I I I I I I I I I I I I I I I j I I I I I I I I I I I I I � 77— , ' -1 — — — — — — — LL I MAN II I 17' -3" (V.I.F.) II I II II II I BASE R: V "x10 "x0' -10 W/ (4)- V8'Ox7" EXP. ANCH.'s ON " 1 MIN. SHIM & NON- SHRINK GROUT �I � L x� r —_ I I II II II �I iL_ I 00 �I J1 �II �I II II II II II II II � I I I I� I® I I I I I I I I it I�I I I I I I I L __1 I� I r117xI I f I I I ;x� I� J �I I C: U rn � I � rn� z - �o 0 C:) r- Q 0) a' X a_ � J N (n � z O 0 N Ln Ln Q. o 0 U my � J cn � Bm�f� '4.1 06/12/14 designed by MTN drawn by MTN /CLR checked by TDH issued PERMIT 05/17/13 REVISED 06/12/14 sheet S2 JOB #1304 -14 STONE VENEER NOT SHOWN FOR CLARITY II I CONTACT ENGR. UPON DEMOLITION III TO REVIEW EXSTG. III CONDITIONS I III (2) —% "0 LAGS W/ III 6" MIN. PEN. m yam® EXSTG. FRAMING SIMPSON A35 LEDGER PER PLAN RAFTERS PER PLAN (4) -10d TOE -NAILS EA. SIDE OF RAFTER BEAM PER PLAN N - BUILT -UP PER ARCH. 2, 8x8 NOTCH �_j1 AS SHOWN =_zg7' ` 8x8 BRACE (4) -3/4 "O LAGS W/ 2„ 6" MIN. PEN. INTO - -_ TIMBER (3)- 13/4x5Y2 LVL STUD PACK SIMPSON A35 TIMBER PER ARCH. (NOTCH AS SHOWN) - EXSTG. FDTN. SCALE: 3 /a" = 1' -0" 17, Ell _j �x� I I I I � / (E) (2)- 13/4x113/8 LVL�I— JI (E) 1M 12x35 j E (E) 11'%" TJI 210's @ 16" O.C. (E) 12x35 I� +`O (3)-13/4x`113/8 LVL (3)- 13/4x11'/8 LVL Q N x10's @ 24" O.C. Q E,fYP. Q (N) CONT. 2x10 LEDGER Co m Co m Co IS W/ (2)- LEDGERLOK x 00 00 00 SCREWS @ 16" O.C. 00 00 INTO EA. STUD CANT. (N) (2) -2x10 (N) (2) -2x10 CANT. 1 A S3 LOWER FLOOR FRAMING PLAN SCALE ,ia- - 1'-0" NORTH PLAN NOTES FOR NEW FRAMING: 1. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED:p EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e NON- CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 2. ALL COLUMNS ARE LABELED AT THE TOP. 3. (E) REFERS TO EXISTING CONSTRUCTION ( ), (N) REFERS TO NEW ( ) PROVIDE FULL DEPTH CONTACT ENGR. DURING I- JOISTS BLKG. @ 6" / DEMOUTION TO VERIFY (E) O.C. UNDER STONE I -JOIST SIZE & SPACING VENEER ABOVE I� I III II II lul L- J w _j of (E) T.O.9PLYWD. - -,— — — — — x o o I I CONTACT ENGR. DURING DEMOUTION TO VERIFY z o o ,5� +1 E CONDITIONS z - 1I 3D � �E) (3) -1 1 EQ TYP I� J �5Y2 LVL J ��/ (E) W 6x S'ITEELI BM. (E) (3)! 1 3/4x7Y4 LVL J �FJ J o (DR T-7 PED)_ - - - - �, > > Q (N) 2x12 STRUCTURAL SUB - FASCIA TO BE CONTINUOUS WHERE INDICATED, TYP. (N) 2x12 LOOKOUTS @ 24 ", TYP. o� Poi J �J J _j _j - 19 x co (E) (2)- 13/4x112s LVL- - - �JA o © °� 0 0 Ld 7T -1 x111 �/s LVL 4 - 1`O E) (1) -134 117/- LVL FJ -TF-7�1) -1 /4x 11/8 LVL LU L�1tK x11 �/s LVL rn (N) (2)-13/4x`113/8 LVL (E) (2) -1 %4x11 3/8 LVL (E) (2)-13/4x`113/8 LVL 4+ OtO (o ( ) 1 61° /8" BCI 6000 1 8's m (N) (2)-13/4x11% LVL I \ ^ h� - (N) 113/8" BCI 6000 J� F , CONTACT ENGR. DURING 1.8's @ 16" 0. C. DEMOUTION FOR HISS - - / COL. BEARING R CONN. II L +� & BEAM SIZE. — I J '� _� _ (E) W 16x50 (8196' -53/s) \ / L_____J � j - - -- - - - - - - - - - - T > I (N) (3)--`I3/4 >113/8 LVL (N) (3)- 13/4x117/8 LVL / / N 11%" BC 60 TO 1.8's @ 16:' 0. . 1 1�---------- - - - -// L I X \ / I (N) 1Ysx11 % OSB RIM @ FLOOR PERIMETER INDICATED THUS, TYP. PROVIDE (N) FULL DEPTH BLKG. BTWN. JOISTS BENEATH WALL ABOVE, TYP. <\ MAIN FLOOR FRAMING PLAN PLAN NOTES FOR NEW FRAMING: 1. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: p EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e NON- CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 2. ALL COLUMNS ARE LABELED AT THE TOP. 3. (E) REFERS TO EXISTING CONSTRUCTION ( ), (N) REFERS TO NEW (N) CONT. 2x12 LEDGER W/ (2)- LEDGERLOK SCREWS @ 16" O.C. INTO EA. STUD (N) 2x1 2's @ 24" O.C. rt ��J\ ff 8x8 BR C E� TYP. N x PROVIDE (N) FULL DEPTH BLKG. BTWN. JOISTS BENEATH WALL ABOVE, TYP. (N) CONT. 2x10 LEDGER W/ (2)- LEDGERLOK SCREWS @ 16" O.C. INTO EA. STUD (N) 2x1 O's @ 24" O.C. A x 1 8x8 BR CE :�F '1J � +6, (N) 2x1 0's @ 24" O.C. (N) CONT. 2x10 LEDGER CE W/ (2)- LEDGERLOK SCREWS @ 16" O.C. INTO EA. STUD (N) (2)- 13/4x11'/8 LVL SCALE: 1 /4" = 1' -0" NORTH �' r7 U rn I or) rn� �0) z O � Z Q 0- 6- J D V z 0 U C Q N Lo Lo 2 o0 Q m � O J m �> �j• ram ���f1 �p $� ,:- 5 C6 ® ' o , �sioml��� 06/12/14 W 1 � F� designed by MTN drawn by MTN /CLR checked by TDH issued PERMIT 05/17/13 REVISED 06/12/14 sheet 0 JOB #1304 -14 CONT. 2x12 STRUC SUB - FASCIA, SEE (4) -10d NAILS @ EA. RAFTER, TYP. X+6' IF TTTTT _t TTTTT �TTT�TTTTTT IIJ t _L LII I I II I F � �I -1 4� 4- x L , F IT x12 Z III rQ I =J- _-4 II, I I I �1 I w 1� O (1 -13 x16 LVL ,II � Luj J J - - -- I - 7r I II 1 1 1 1 1 1 0 I �� I T jjj-��I �7 + I� II (E) BENT HEADER: (3) -2x10 LAPPED & BOLTED W/ (4) -5/8 "0 THRU -BOLTS @ APEX (4) -10d NAILS INTO SOLID BLKG. BTWN. EA. LOOKOUT, TYP. LOOKOUTS @ BRG., \ TYP. EQ. EQ. (D TYP. 2x12 STRUCTURAL SUB - FASCIA, TYP. 2x12 LOOKOUTS @ 24" O.C., TYP. 2x12 RAFTERS PER P 2x6 STUDS @ 16" W/ Y2" PLYWD. OR OSB SHEATHING SCALE: 3/4" = 1' -0" ? RAFTERS PLAN 3LKG. BTWN. TERS © BRG., STUDS @ 16" Y2" PLYWD. OR SHEATHING SCALE: 3/4" = 1' -0" J Q U LL_ I Q U m J ^ �I W +� o (E) x12 2x BLKG. BTWN. TRUSSES @ BRG., TYP. DA TYP. PREFABRICATED TRUSSES (E) CONT. 13/4x113/$ LVL SUB - FASCIA PER PLAN 2x6 STUDS © 16" W/ Y2" PLYWD. OR OSB JACK TRUSSES SHEATHING © 24" O.C. I I II IL -P II II II II II II I I F- �, F1 I I I, �__I L__�� C ZC I I� NORTH STL. BM. PER PLAN TYP. Y4" T: 5 "x0' -6" TOP & BOT. HSS COL. PER PLAN SCALE: 3V' = 1' -0" - - - - - - - FL - - - - - - - - - - - - - I I, I I 2x12 STRUCTURAL SUB - FASCIA TO BE CONTINUOUS WHERE INDICATED, TYP. 2x12 LOOKOUTS @ 24 ", TYP. T - I, / 4 / X Jam/ N OTYP. @ RAFTER & LOOKOUT BRG./ 3 - -- I I i �lb DA TYP. @ TRUSS & LOOKOUT BRG. JACK TRUSSES @ 24" O.C. 2x12 STRUCTURAL SUB - FASCIA TO BE CONTINUOUS WHERE INDICATED, TYP. SCALE: 3/4" = 1' -0" U rn i or) or) -'d- o) ROOF FRAMING PLAN SCALE: 1/4" = 1' -0" 4 r� 0) PLAN NOTES FOR NEW FRAMING: a- u- J D C: 1. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0z U 00 N 1.0 �o 2. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: El ROOF RAFTERS NOT o0 m EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: � O J SHOWN FOR CLARITY W �> - NON- CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: DBL. TOP h' CAP T: Y2 "x5Y2 "x1' -0 W/ SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: p (2) -3/4 "0 THRU - BOLTS. (1) -EA. SIDE OF HSS 3. ALL POSTS ARE LABELED AT THE TOP. � w 4. NEW ROOF SHEATHING IS %"' APA RATED SHEATHING, EXPA, SPAN RATING 40/20. it 5. " 0 " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. Y4" SHEAR h': I I 6. NEW ROOF BEAMS ARE DROPPED BELOW FRAMING UNLESS NOTED AS (FLUSH). 5Y2 "xO4"6 THRU -BOLTS 6 I I 7. �.;� i INDICATES ROOF OVERFRAME. OVERFRAME WITH RAFTERS TO MATCH SPACING OF ROOF BELOW, WITH 2x4 CRIPPLE POSTS TO RAFTER OR TRUSS BELOW SPACED 48" O.C. MAX ALONG EACH OVERFRAME MEMBER. I I W ® I I I 9. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS `n ® I I Y4> TYP. STL. BM. PER PLAN TYP. Y4" T: 5 "x0' -6" TOP & BOT. HSS COL. PER PLAN SCALE: 3V' = 1' -0" - - - - - - - FL - - - - - - - - - - - - - I I, I I 2x12 STRUCTURAL SUB - FASCIA TO BE CONTINUOUS WHERE INDICATED, TYP. 2x12 LOOKOUTS @ 24 ", TYP. T - I, / 4 / X Jam/ N OTYP. @ RAFTER & LOOKOUT BRG./ 3 - -- I I i �lb DA TYP. @ TRUSS & LOOKOUT BRG. JACK TRUSSES @ 24" O.C. 2x12 STRUCTURAL SUB - FASCIA TO BE CONTINUOUS WHERE INDICATED, TYP. U rn i or) or) -'d- o) Z o� r� 0) Q a- u- J D C: 0z U 00 N 1.0 �o o0 m � O J W �> 5 41 ® 1 +® 0 06/12/14 � w n W designed by MTN drawn by MTN /CLR checked by TDH issued PERMIT 05/17/13 REVISED 06/12/14 sheet S4 JOB #1304 -14 RADIUS = 1205.15' DELTA = 9 °25'18" ARC = 198.27' -- TANGENT = 99.35' CHORD = 198.02' —_ _ _ A66 RpAD BRG = N82 °20'36 "E - _ - - - - D _8 M __ - - _ BEAVER _ MH 0920 — OUTLINE OF EXISTING RIM ELEV. = 8173.2 VEGITATION 0� — NVERT IN = 8164.1 — INVERT OUT = 8164.3' — (BASIS OF ELEVATIONS) — — I FOUND PIN AND CAP T_ EXISTING 18" CMP _ � � — L.S. N0. 16827 LOT 24 SITE COVERAGE BUILDING SETBACK \ I PAL RESIDENCE 254 BEAVER DAM RD. MARCH 25, 2013 8174 \ HEATED DRIVE _ _ � 0 SITE: .569 ACRES x 43,560 = 24,785 SQ. FT. _ I � I ALLOWABLE SITE COVERAGE LOT 23A — — LOT 23B I I c/) 24,785 x .20 = 4,957 SQ. FT. / N 0 0 I �� / PLOCK #7, VAflL VI LLAPE 1 ST I EXISTING BUILDING FOOTPRINT EAST UNIT (PRIMARY) PROPERTY LINE 0.569 ACRES � _ I N = 2,926 SQ. FT. I V I I BUILDING PROJECTIONS OVER 4' -0" I I \ I IQ ENTRY ROOF = 178 SQ. FT. 00 _ \ SITE COVERAGE = 2,926 SQ. FT. + 178 SQ. FT. HEATED DRIVE � � _ TOTAL SITE COVERAGE = 3,104 SQ. FT. a� — — — �� I 1 /0 / EXISTING REMAINING SITE COVERAGE: ROOF ALLOWABLE = 4,957 SQ. FT. I OOF I PRIMARY UNIT = —3,104 SQ. FT. E— — I NEW R \ — REMAINING = 1,853 SQ. FT. o E T \ I o O / �� PROPOSED BUILDING FOOTPRINT WEST UNIT / I I ROOF EXISTING — 1,836 SQ. FT. o j � fi 6 ROOF I I BUILDING PROJECTIONS OVER 4' -0" o LOT 20A 1-' I I ENTRY ROOF = 17 SQ. FT. a00 METER LOCATION 0 1 �� — . / NEON ROOF / — SITE COVERAGE = 1,836 SQ. FT. EX IpGE IS11N I I + 17 SQ. FT. ° `��/ TOTAL SITE COVERAGE = 1,853 SQ. FT. —J, Y/ F I r DRAINAGE SWALE I _o — / Y 81(D O 7\r - - � z C PI (TO 1)p(t Gti — — O _ � COND ARY r isTi L� PROPERTY LINE -� » 25,0 _ 1 I BUILDING SETBACK - /� BUILDING SETBACK O o, 8198 — ° —— FOUND PIN AND CAP L.S. N0. ? ? ? ?? 1 LOT 22 DRAINAGE SWALE 1 LOT 21 FOUND PIN AND CAP L.S. NO. 16827 LOT 25 1 I 1 SITE DEVELOPMENT PLAN SCALE 1" = 10' -0" Design Review Staff Approval TOWN OF VA I L By Warren Campbell at 4:48 pm, Jul 21, 2014 H w H x Q w M 00 [� r� O W (z) w p 00 CIO Z O�� U d� W� w O d W w F-+ O W w �--I W 0 00 � � 0 � � Q N Q � � W O U U O � � N N 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, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF 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 SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH /SJR DAME: FEB. 1, 2014 ISSUL: PERMIT k REVISION DATE #1 APRIL 10,2014 INITIAL SJR #2 MAY 19,2014 SJR pF COz�� Q- 9 y� O S RIDEN 02680 �. FMS v w fD ARG�`� SDI �I L hl Hill's i GRFA SUMMARY TAB 254 BEAVER DAM RO GRFA ALLOWABLE SITE: 24,785 SQ. FT. (10,000) x .46 = 4,600 SQ. FT. (5,000) x .38 = 1,900 SO. FT. (9,785) x .13 = 1,272 SQ. FT. TOTAL = 7,772 SO. FT. ALLOWABLE 264 BEAVER DAM RD. (WEST UNIT) 7,772 x .40 = 3,108 SQ. FT. GRFA TOTALS WEST UNIT (SECONDARY) (RE: PLAN TOTAL SHEETS) LOWER LEVEL = 1,785 SQ. FT. LIVING LEVEL = 1,831 SQ. FT. UPPER LEVEL = 694 SQ. FT. TOTAL = 4,310 SQ. FT. GRFA DEDUCTIONS WEST UNIT LOWEST LEVEL / AREA BELOW GRADE: TOTAL AREA = 4,668 SO. FT. AREA BELOW = 2,399 SQ. FT. 2,399 + 4,668 = .5139 = 51% GARAGE = 600 SO. FT. CRAWL SPACE = 0 LOWER LEVEL = 1,185 x 51% = 604 SQ. FT. TOTAL DEDUCTIONS = 1,204 SQ -FT-. TOTAL GRFA - ,10 SQ. FT. TOTAL_ DEDUCTIONS - 1,204 SQ. FT. PROPOSED GRFA = 3,106 SO. FT. ALLOWABLE GRFA = 3,108 SQ. FT. PROPOSED GRFA 3,106 SQ. FT. REMAINING GRFA = 2 SQ. FT. E MAY� 014 ALLOWABLE 254 BEA 7,772 x .60 = i i i i i i 8,187 LEVEL = 611 SQ. FT. 8 189' LEVEL = 2,106 SQ. FT. GRFA TOTALS EAST UNIT ( MA (RE: PLAN TOTAL SHEETS 8,177' LEVEL = 6 1 SQ. FT. 8,187' LEVEL = 6 1 SQ. FT. 8,189' LEVEL = 2,1 6 SQ. FT. 8,197' LEVEL = 2,5 6 SQ. FT. TOTAL 57 64 SO. FT. GRFA DEDUCTIONS EAS UNIT LOWEST LEVEL / AR A BELOW GRADE: TOTAL ARE = 4,668 SQ. FT. AREA BFL W = 2,399 SQ. FT. 2,�9g -+ 4,668 = .5139 = 51% GARAGE = 600 SQ. FT. CRAWL SPACE = 0 LOWER LEVEL = 1,966 x 51% = 1,002 SQ. FT. TOTAL DEDUCTIONS = 1,602 SQ. FT. TOTAL GRFA = 5,864 SQ. FT. TOTAL DEDUCTIONS - 1,602 SQ. FT. PROPOSED GRFA = 4,262 SQ. FT. ALLOWABLE GRFA = 4,663 SQ. PROPOSED GRFA 4,26 Q. FT. REMAINING GRFA 401 SQ. FT. LOWER LEVEL GRFA SCALE 3/16" = V -0" - - 1 I I - - - I LOWER LEVEL = 1116 SQ. FT. i GARAGE = 61 Q. FT. TOTAL = L781 S . FT. I I I I I I I I I I I I I I I I I I I �I I II I I I I I I I I I � I I I II I II D6sigr I I S aff A B�r Way -TOWN Of VAIL' � I )14 h w H x W � Q w M N w M OD [^ rr^^ V) oc zw) wp 2 N U M c4 W � w W w E-+ O W W -I rW V h--1 � l � h--1 Ln ~ O � -I Co Q W O O � N N H O CO 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.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN 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 BEFORE PROCEEDING DRAWN BY: TH /SJR DAZE FEB. 01, 2014 ISSUE: PERMIT # REVISION DATE ....... #1 APRIL 10,2014 SJR #2 MAY 19,2014 SJR 0� COCO� Q- '9 ca o S RIDEN 02680 I ci FD ARC SFI PROPOSED GRFA REMAINING GRFA 4,262 SQ. FT. = 401 SQ. FT. PROPOSED GRFA 3,106 SQ. FT. ALLOWABLE GRFA = 4,663 SQ. FT. REMAINING GRFA = 2 SQ. FT. PROPOSED GRFA 4,262 SQ. FT. REMAINING GRFA = 401 SQ. FT. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SQ. FT. Design Review Staff Approval By Warren Campbell at 4:48 pm, Jul 21, 2014 TOWN OF VAIL F- U w x U W � Q w M � N w M oc [� r W o�� w 0 °° Z U E >� a W � w O ¢w W w [� O w w Un I--I � � l CIAW Q � � � W O O N N O C� COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OFPROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT 7'HE WRITTEN AUTHORIZATION OF STEVEN ,JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REELECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRA „ E, TH /SJR DAII FEB. 01, 2014 ISSUE. PERMIT ,. REVISION DATE #1 APRIL 10,2014 INITIAL. SJR #2 MAY 19,2014 SJR Q- 9 ca O S RIDEN 02680 � ��SFD v ARC�`� SF2 LOWER LEVEL = 1,785 SQ. FT. LIVING LEVEL = 1,831 SQ. FT. UPPER LEVEL = 694 SQ. FT. TOTAL = 4,310 SQ. FT. GRFA DEDUCTIONS WEST UNIT LOWEST LEVEL / AREA BELOW GRADE: TOTAL AREA = 4,668 SQ. FT. AREA BELOW = 2,399 SQ. FT. 2,399 + 4,668 = .5139 = 51% GARAGE = 600 SQ. FT. CRAWL SPACE = 0 LOWER LEVEL = 1,185 x 51% = 604 SQ. FT. TOTAL DEDUCTIONS = 1,204 SQ. FT. TOTAL GRFA TOTAL DEDUCTIONS PROPOSED GRFA ALLOWABLE GRFA PROPOSED GRFA REMAINING GRFA = 4,310 SQ. FT. - 1,204 SQ. FT. = 3,106 SQ. FT. = 3,108 SQ. FT. 3,106 SQ. FT. 2 SQ. FT 8,177' LEVEL = 611 SQ. FT. 8,187' LEVEL = 611 SQ. FT. 8,189' LEVEL = 2,106 SQ. FT. 8,197' LEVEL = 2,536 SQ. FT. TOTAL 5,864 SQ. FT. GRFA DEDUCTIONS EAST UNIT LOWEST LEVEL / AREA BELOW GRADE: TOTAL AREA = 4,668 SQ. FT. AREA BELOW = 2,399 SQ. FT. 2,399 + 4,668 = .5139 = 51% GARAGE = 600 SQ. FT. CRAWL SPACE = 0 LOWER LEVEL = 1,966 x 51% = 1,002 SQ. FT. TOTAL DEDUCTIONS = 1,602 SQ. FT. TOTAL GRFA = 5,864 SQ. FT. I TOTAL DEDUCTIONS - 1,602 SQ. FT. PROPOSED GRFA = 4,262 SQ. FT. I ALLOWABLE GRFA PROPOSED GRFA REMAINING GRFA 4,663 SQ. FT. 4,262 SQ. FT. = 401 SQ. FT. I Design Review I Staff Approval I By Warren Campbell at 41 pm, Jul 21, 2014 TOWN OF VAIL I I I I I I I I I I I I I I E~ U w E~ x v Q w 2M + N w V1 i--I U M —• O�- U W � w O W w [� O W �G W rW V � � l O � CIA Q � � � W O O O � N M N O (K)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.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF 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 SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWNHY; TH/SJR DATI FEB. 01, 2014 ISSUP PERMIT n REVISION DATE #1 APRIL 10,2014 \IT'I.\I. SJR #2 MAY 19,2014 SJR 0V COC�� Q. 9 ca S RIDEN 02680 �.. / ��SFD V ARG�\� SF3 I I� I ALLUWAULL UKrA = ,),I U15 ,W. r , . 1L5rLV w UA - A l J r - , rA 1 r - , K l v n w till, I l i n:) ay. r I. PROPOSED GRFA 3,106 SQ. FT. ALLOWABLE GRFA = 4,663 SQ. FT. REMAINING GRFA = 2 SQ. FT. PROPOSED GRFA 4,262 SQ. FT. REMAINING GRFA = 401 SQ. FT. TOXIN OF VAIL � a 0 Design Review Staff Approval By Warren Campbell at 4:49 pm, Jul 21, 2014 H U w x U Q w M 0O E^ I W p °° � Z U M O�� U Q� E >� W � W O ¢a W w [� O W W Lit W l � Q � � � W O O O � N M N O © 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.I.A. ARCHITECT P.C.. AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF 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 SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY TH /SJR DATE FEB. 01, 2014 ISSUE PERMIT 7 REVISION DATE #1 APRIL 10,2014 INITIAL SJR #2 MAY 19,2014 SJR CD�O� y S IDEN 02680 � v FD ARC SF4 6 ALLYWH61 L bICrH = J,IU8 zow. r I. PROPOSED GRFA 3,106 SO. FT. REMAINING GRFA = 2 SQ. FT. ALLOWABLE GRFA PROPOSED GRFA REMAINING GRFA = 4,663 SQ. FT. 4,262 SQ. FT. = 401 SQ. FT. nrEkj W utc. i r L1L 1 LmutV - W z-1LL .J U lit' 1�1.L►J I,LJLF 3y. r -t. TOWN OF VAIL Design Review Staff Approval By Warren Campbell at 4:49 pm, Jul 21, 2014 H U w H x Z U w Q w w N W M 00 [� Lf) 0 V1 NO w o�� 00 O Er 00 Z W O N vUM H H > " �G w � W O w w w F-+ O W G0. W W l ^ O CQ � O � Q p� � � W O O O N M N O COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRU MENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED 1N WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RI DEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT' HOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY'. TH DATE: MARCH 25, 2013 ISSUE: DRB P REVISION DATE #1 APRIL 10,2014 INITIAL SJR #2 MAY 19,2014 SJR pfr cot0 � 9 y O S IDEN 02680 v FD ARC SF5 EAST ELEVATION 0 24" 48" 96" SCALE: 1/4" = 1' -0" EXTERIOR MATERIALS NOTES: MATCH EXISTING ROOFING MATERIAL (SYNTHETIC SHINGLES) BOTH UNITS MATCH EXISTING BEAM AND BRACE DETAIL MATCH EXISTING WOOD SIDING AND WINDOW TRIM DETAIL MATCH EXISTING POST AND WROUGHT IRON RAILING MATCH EXISTING STONE VENEER /SILL /HEADER DETAIL 0 TOWN Of VAIL NEW RIDGE 8221' -8 3/4" dh IV NEW RIDGE 8218' -5/8" LOFT LEVEL 8208' -9 3/8" UPPER LEVEL 8197' -9 3/8" LOWER LEVEL 8189' -0" dh GARAGE LEVEL 8177' -0" ah IV Design Review Staff Approval By Warren Campbell at 5:40 pm, Jul 23, 2014 F U w x Z U W Q Q c� W M 0c [ r Ln 00 r� f— W 0c �- U U M F Fy ' " �G W � w O w W w [� O W W V1 W ~ O � 00 Q W U U O � N M N 0 O 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.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF 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 SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAR'N BY, TH /SJR DATE, FEB. 1, 2014 ISSUE. PERMIT ,. REVISION DATE #1 APRIL 10,2014 INITIAL SJR #2 MAY 19,2014 SJR #3 JULY 22, 2014 TH pF COZO Q- 9 co - O S RIDEN 02680 �. ��SFO v ARC�\� A6 SOUTH ELEVATION 0 24" 48" 9611 SCALE: 1/4" = 1' -0" EXTERIOR MATERIALS NOTES: MATCH EXISTING ROOFING MATERIAL (SYNTHETIC SHINGLES) BOTH UNITS MATCH EXISTING BEAM AND BRACE DETAIL ICI_ ilil a• �3F•` �YI�[ e�L2iZ�] �Z• yl�] I�Le1_\ �I�1�i�I [�I�Z�Pi���:�I�l•�7��_TI>A MATCH EXISTING POST AND WROUGHT IRON RAILING MATCH EXISTING STONE VENEER /SILL /HEADER DETAIL MARK WIDTH HEIGHT TYPE MATERIAL NOTES 1 3' -6" 4' -0" -- -- -- 2 3' -6" 2' -0" -- -- -- 3 3' -6" 4' -0" -- -- -- 4 3' -6" 2' -0" -- -- -- 5 2' -0" 5' -0" -- -- -- 6 2' -0" 6' -0" -- -- -- 7 2' -0" 6' -0" -- -- -- 8 2' -0" 6' -0" -- -- -- 9 4' -0" 2' -0" -- -- -- 10 1 4' -0" 6' -0" -- -- -- 11 4' -0" 2' -0" -- -- -- 12 4' -0" 6' -0" -- -- -- 13 4' -0" 2' -0" -- -- -- 14 4' -0" 2' -0" -- -- -- 15 4' -0" 2' -0" -- -- -- 16 4' -0" 2' -0" -- -- -- TOWN OF VAIL EXISTING RIDGE LOFT LEVEL 8208' -9 3/8" =R PANELS UPPER LEVEL 8197' -9 3/8" LOWER LEVEL 8189' -0" Design Review Staff Approval By Warren Campbell at 5:40 pm, Jul 23, 2014 E~ U w H x W � Q w O M DD [� r^ Ln 00 wp°° Z W � w O ¢ W w [� O V1 � W W W Cq � � O � Q � � � W O O 0 � � N M N O © 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.I.A. ARCHITECT P.C.., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN .JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. TH E CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY TH /SJR DATE. FEB. 1, 2014 ISSUE: PERMIT # REVISION DATE INI HAL #1 APRIL 10,2014 SJR #2 MAY 19,2014 SJR #3 JULY 22, 2014 TH pF C0z0� � 9 co O S RIDEN 02680 i ��sFD V 4, ARG�\� A7 r nvi0nw VfR/1UC WEST ELEVATION 0 24" 48" 96" SCALE: 1/47) = V-0)) EXTERIOR MATERIALS NOTES: MATCH EXISTING ROOFING MATERIAL (SYNTHETIC SHINGLES) BOTH UNITS MATCH EXISTING BEAM AND BRACE DETAIL IT"L IUCAWj6�Ee�f le lIm011V [W- 11N11WhOIQfzMaLTA1]a 111 r_1 I MATCH EXISTING POST AND WROUGHT IRON RAILING MATCH EXISTING STONE VENEER /SILL /HEADER DETAIL 2 3' -6" 2' -0" -- -- -- 3 3' -6" 4' -0" -- -- -- 4 3' -6" 2' -0" -- -- -- 5 2' -0" 5' -0" -- -- -- 6 2' -0" 6' -0" -- -- -- 7 2' -0" 6' -0" -- -- -- 8 2' -0" 6' -0" -- -- -- 9 4' -0" 2' -0" -- -- -- 10 4' -0" 6' -0" -- -- -- 11 4' -0" 2' -0" -- -- -- 12 4' -0" 6' -0" -- -- -- 13 4' -0" 2' -0" -- -- -- 14 4' -0" 2' -0" -- -- -- 15 4' -0" 2' -0" -- -- -- 16 4' -0" 2' -0" -- -- -- 0 rowm of VAIL Design Review Staff Approval By Warren Campbell at 5:40 pm, Jul 23, 2014 I:eI:7_1eIe1 GRADE M-11 U w x Z U W � Q w O �M N w M OC rr ^^ Ln OC OCO wpN Z U M O�� U E- > ` �G W ' w O ¢a. W w E—+ O w �a w W ~ O � � � O Q Q � � � W O O O � N M N O © 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.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF 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 SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDIN DRAWN BY TH /SJR DAIS FEB. 1, 2014 ISSUE: PERMIT # REVISION DATE IVIIIAI. #1 APRIL 10,2014 SJR #2 MAY 19,2014 SJR #3 JULY 22, 2014 TH Ov C Oz O'r �G co O S RIDEN 02680 �. F�y'914'D v ARC�\� A8 NORTH ELEVATION 0 24" 48" 96" SCALE: 1/4" = 1' -0" EXTERIOR MATERIALS NOTES: MATCH EXISTING ROOFING MATERIAL (SYNTHETIC SHINGLES) BOTH UNITS MATCH EXISTING BEAM AND BRACE DETAIL MATCH EXISTING WOOD SIDING AND WINDOW TRIM DETAIL MATCH EXISTING POST AND WROUGHT IRON RAILING MATCH EXISTING STONE VENEER /SILL /HEADER DETAIL 0 TOWN OF VA Design Review Staff Approval By Warren Campbell at 5:40 pm, Jul 23, 2014 H U w h x U Q w M � N w M 0c rr^^ V) OC o� pp O •' m wpN 0 U U M Z O�� U W � w >O ¢ W w [� O W W 0 TOWN OF VA Design Review Staff Approval By Warren Campbell at 5:40 pm, Jul 23, 2014 H U w h x U Q w M � N w M 0c rr^^ V) OC pp O H wpN z U U M Z O�� U W � w >O ¢ W w [� O W W -I rW V h--1 � l � ~ O � -I � � O � � N Q � � W O O O � N M N O © 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.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF 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 SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY TH /SJR DA F: FEB. 1, 2014 ISSUE. PERMIT REVISION DATE INITIAL #1 APRIL 10,2014 SJR #2 MAY 19,2014 SJR #3 JULY 22, 2014 TH pF C0Z0� y~ � S RIDEN 02680 �. � E�,S�D v ARC�\� A9