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HomeMy WebLinkAboutB07-0178 Plansold NO lmllmll� lallomilmullim-11 FITI ri WILWAN MIN I= a 2wiwa SILT FENCE FABRIC ANCHORED IN TRENCH AND ATTACHED FIRMLY TO POST ---\ SILT FABRIC STAPLED TO POSTS HOOD DECK (bo 45 (T YPICAL) LIGHT FIXTURE -1 GENTERLINE OF LINE OF SIGHT ROAPNAY TRIANGLE LINE--� FOUND 51b" REBAR N/PLA5. GAP 51424' (P.E. � P.L.S. NO, 26626) (TYP) (<9 WATER SHUT -OFF TPLE HEATED PED CONCRETE WALKWAY PHO 8140.1` TON EXIST. AND FLOW HEATED PROPOSED CONTOUR LINE 415 CONCRETE 814! ADDED TO T TON STAIR CLARIFY THE 40. 41.5' PROPOSED GRADING BOW 40.5` 6EN. GON5T. NOTE <5 's/ X NO. 0 TON TO 6A5 .01 `/vo e � 9 P H ,ONE W � I OOF . 7i� Fyi 70 NF- DR. LOT-5 DAUPHINA15 MOSELEY 5UBDIV15ION FILING NO. I NORTH FRONTA6E ROAD DRIVEWAY WILL BE INTERSTATE '70 DE50RIPTION REMOVED AND WILL BE 14 50ALE- N.T.5. REPLACED WITH ONES 8 MOUNTED IN ROOF SOFFIT THAT SLOPE DOWN TO I HALL MOUNTE05POT L16HT ACCOMMODATE THE BUILDINCB SECTIONS A AND B FIXTURE DRIVEWAY, WITH THE FLOW EP(51= OF 11 LINE TO BE GONTINUO5 PAVEMEN 26 AND THE NEW PORTION5 ROOF PLAN TO P05T NOT BE HEATED 0 0. HATER C> 0 PORTION OF HEATED Lo PROPOSED BOULDER DRIVE IN THE TOWN OF RETAINING HALLS TO VAIL R1611T OF NAY o FOUNDATION PLAN 24" HIDE HEATED BE ON A SEPARATE SECOND LEVEL FRAMING PLAN PROP05FD 5POT ELEVATIONS ZONE -_.� �� FLON SAND SET PAVERS U 0 I ik BON FLUSH WITH 6RADE �� , d i I'f i l j T05 PROP05ED TOP I V x.x s z i l AREA DRAIN IN WINDOW or Z EE LLE G. CONDUIT' STUB -OUT SENER LINE OF 516HT CONNECTION TRIANGLE LINE A=502q'24" R=221.ab' L = 13.51' 06=5 60 °28' 13" Co GH=15.51'- 414.f kr 32.7 7131.3 3 116q.6 1 1.4 SILT FENCE FABRIC ANCHORED IN TRENCH AND ATTACHED FIRMLY TO POST ---\ SILT FABRIC STAPLED TO POSTS HOOD DECK (bo 45 (T YPICAL) LIGHT FIXTURE -1 GENTERLINE OF LINE OF SIGHT ROAPNAY TRIANGLE LINE--� FOUND 51b" REBAR N/PLA5. GAP 51424' (P.E. � P.L.S. NO, 26626) (TYP) (<9 WATER SHUT -OFF TPLE HEATED PED CONCRETE WALKWAY PHO 8140.1` TON EXIST. AND FLOW HEATED PROPOSED CONTOUR LINE 415 CONCRETE 814! ADDED TO T TON STAIR CLARIFY THE 40. 41.5' PROPOSED GRADING BOW 40.5` 6EN. GON5T. NOTE <5 's/ X NO. 0 TON TO 6A5 .01 `/vo e � 9 P H ,ONE W � I OOF . 7i� Fyi 70 NF- DR. LOT-5 DAUPHINA15 MOSELEY 5UBDIV15ION FILING NO. I NORTH FRONTA6E ROAD 5 INTERSTATE '70 DE50RIPTION VICINITT MA"roo" 14 50ALE- N.T.5. NORTH M . :. . -1 __ "�l 1� N _` 42 ss METER s. ° LOT 4 LNINDO 2' S- IN WELL S N, SEI� 41 x /RIDGE 71 /EX 15T PLYNOPLYWOOD . (5RADE 0 rr 8 140 , 185 50. FT EDGE OF SNOW ROOF 5TORA6E PRIVE' RIDGE T.O. (TYPICAL PL YWO O D m T j CENTERLINE OF N , DRIVEWAY EL.=016455' M L16HT FIXTURE 5('_',HF_PULE: 5 OUAN. DE50RIPTION SITE PLAN 14 REGE55EP CAN L16HT FIXTURE LONER LEVEL FLOOR PLAN, 8 MOUNTED IN ROOF SOFFIT TON I HALL MOUNTE05POT L16HT 6ENERAL GONSTRUGTION NOTES BUILDINCB SECTIONS A AND B FIXTURE ATTACHED FIRMLY 11 REOE55ED STEP LIGHT FIXTURE UPPER LEVEL FLOOR PLAN 26 TOTAL FIXTURES L16HT FIXTURE NOTE5: FACE OF 1.) ALLOWABLE FIXTURES = (15) WALL 2.) THE (12) RECE55ED STEP LIGHTS ARE MOUNTED (TYPICAL) LONER THAN 15" ABOVE THE DECK AND STAIR TREADS AND WALKWAY SURFACE 50 DO NOT olINT AGAINST ALL OWA I E NUMBER OF T05 k I 0 . 0 0 1 le , I FIXTURES. • N " 1 0 , N UPPER LVL 814(l.15 MAIN LVL = 80c`[.00' PATIO LONER LVL 5128b5' -i PARKING 5PA(, EXI!5T. (TYPICAL) &A 6RADE EXIST. METER EL.=8I56.1 RIPOE T.O. GRADE X PLYWOOD tir �� � .H w TO P El BON _53 T05 RIDGE T.O. PLYW OOD TON TO EL.=bI60.O(b' HEA TED PAVER Ix NINPON--- e> oo LOT - 1 STONE 35. WELL TON PATI . . loll 1 2, 10 BON tK DE />> P05T (I 1/2"xI l/. SILT FENCE FABRIC 4W WELLS 11 1 I CIIUINNEC I J WITH A 4" SOLID PVC - (gxb 5 PIPE TO DAYLIGHT TRENCH BACKFILL TRENCH 1 low 7 1==' N cmdowe='' EE TA N.T.5. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE HALF OF EXPOSED SILT FENCE HE16HT. INSPECTION SHALL BE PERFORMED GONTINUOU5LY FOR PROPER FUNCTION. BRA N I Loe= A ARCH I TECTU,AL ANCHORED IN TRENCH AND A 1.1 SITE PLAN in A 2.1 LONER LEVEL FLOOR PLAN, 8 A TON EAST ELEVATION A 6ENERAL GONSTRUGTION NOTES BUILDINCB SECTIONS A AND B A 2.2 ATTACHED FIRMLY BUILDINCB SEGTIONS G AND D A 2.5 UPPER LEVEL FLOOR PLAN BUILDING 5EGTION E A 2.4 ROOF PLAN TO P05T SANITARY SEWER 0 0. HATER C> 0 5TRUCTURAL Lo PROPOSED BOULDER RETAINING HALLS -51 FOUNDATION PLAN 24" HIDE HEATED rt ----` SECOND LEVEL FRAMING PLAN PROP05FD 5POT ELEVATIONS TON FLON SAND SET PAVERS U 0 I ik BON FLUSH WITH 6RADE �� , d i I'f i l j T05 PROP05ED TOP I V x.x s z i l AREA DRAIN IN WINDOW WELLS 11 1 I CIIUINNEC I J WITH A 4" SOLID PVC - (gxb 5 PIPE TO DAYLIGHT TRENCH BACKFILL TRENCH 1 low 7 1==' N cmdowe='' EE TA N.T.5. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE HALF OF EXPOSED SILT FENCE HE16HT. INSPECTION SHALL BE PERFORMED GONTINUOU5LY FOR PROPER FUNCTION. BRA N I Loe= A 9 A ARCH I TECTU,AL NORTH ELEVATION A 1.1 SITE PLAN in A 2.1 LONER LEVEL FLOOR PLAN, 8 A BUILDINCB CODE NOTES AND EAST ELEVATION A 6ENERAL GONSTRUGTION NOTES BUILDINCB SECTIONS A AND B A 2.2 MAIN LEVEL FLOOR PLAN BUILDINCB SEGTIONS G AND D A 2.5 UPPER LEVEL FLOOR PLAN BUILDING 5EGTION E A 2.4 ROOF PLAN V41NDON SGHEDULE SANITARY SEWER 0 0. HATER C> 0 5TRUCTURAL Lo PROPOSED BOULDER RETAINING HALLS -51 FOUNDATION PLAN EX15TIN6 SPOT ELEVATIONS 52 SECOND LEVEL FRAMING PLAN PROP05FD 5POT ELEVATIONS TON C> 55 THIRD LEVEL FRAMIN6 PLAN 0 I ik BON PROPOSED BOTTOM 9 A 3.1 NORTH ELEVATION A 5.2 NEST ELEVATION A 5.3 SOUTH ELEVATION A 5.4 EAST ELEVATION A 4.1 BUILDINCB SECTIONS A AND B A 4.2 BUILDINCB SEGTIONS G AND D A 4.5 BUILDING 5EGTION E A 5.1 V41NDON SGHEDULE 54 ROOF FRAM IN& PLAN 55 FOUNDATION DETAILS 56 FRAM INO DETAILS (TYPICAL) LIMIT OF D 15TURB/\NGE LOT 5 SEE GEN. 11,8q5 50. FT. CONST. NOTE 0.213 AG. .......... NO. a 1 :- ""�' ,te r• -• � ,,-- ,�, , \ , o �, FIRE PROTECTION NOTES: al LA KIP 0 3?3tv A \(o SCALE- 1" = 10' GRAPHIC SCALE 10 0 5 10 20 1) A 24" HIDE HEATED SAND SET PAVER WALKWAY TO BE PROVIDED ALONG THE NEST ANQ5OUTH SIDE OF THE HOUSE FOR FIRE DEPARTMENT ACCESS. 2.) THE HOUSE 15 TO BE PROVIDED WITH A MONITORED FIRE ALARM5Y5TEM. ( IN FEET ) I inch = 10 ft. PLANT LIST 5YMf3OL OUAN, COMMON NAME BOTANICAL NAME 51 Z PIGEA PUN6ENS 2 GOLORADO BLUE 5PRUGE rvLAUGA 10 Popul U5 ro A51PEN TREMULOIDE5 3" GAL 2 FLOWERING CRAB MALU5 3" GAL 11 LILAG 5 GAL. POTENTILLA POTENTILLA -1 JAGKMANNI JAGKMANNI I GAL. LAND50APE NOTES: 1.) ALL DISTURBED AREAS WILL BE REVE6ETATE0 WITH NATIVE 6RA55E5 (MOUNTAIN MIX). 2.) ER05ION CONTROL WILL BE PROVIDED ALONG THE ENTIRE LENGTH OF THE LIMIT OF DISTURBANCE LINE. REFER TO SILT FENCE DETAIL. 5) PROVIDE A DE516N BUILD FULL 6OVERA6F IRRIGATION SYSTEM TO INCLUDE A DRIP SYSTEM TO EACH PLANTING BED. 51 TE NOTES: 1.) THE SURVEY DATA INDICATED ON TH15 PLAN HAS TAKEN FROM A DRAWING TITLED: TOP06RAPH I GAL MAP, LOTS 5, - 1 AND DAUPHINA15 - M05ELEY SUBDIVISION TOWN OF VAIL, EAGLE COUNTY COLORADO PREPARED (STAMPED $ 516NED) BY INTER-MOUNTAIN ENGINEERING LTD. PROJECT #06-01055 2.) THE EX15TIN6 TOP06RAPHIG DATA INDICATED ON THIS PLAN NA55UPPLIED BY INTER-MOUNTAIN EN&INEERIN6, LTD. 5.) DATUM ELEVATION: ELEVATION 100'-0" ON THE PLANS AND ELEVATIONS GORRE5PONr? TO ELEVATION 815clff ON TH15 51TE PLAN. 4.) VERIFY LOCATION OF EX15TIN6 UTILITIES PRIOR TO THE START OF EXCAVATION. 5.) THE LOCATIONS 5HONN FOR ATTACHMENT TO UTILITY COMPANY 5ERVIGE LINES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED. SITE INFORMATION: ZONE 015TRICT: 500 NO. 22 51TE COVERA6E: ALLONABLE = 2,rl 50. FT. AGTUAL = 2,cl 50. FT. DRI\/ENAY AREA: = 1,4e>5.00 50. FT. PARKIN& SPAGE5 PROVIOED: = (5) LEGEND: m 8124 EX15TI N6 CONTOUR 8124 PROP05ED CONTOUR TV TELEVISION T - TELEPHONE E ELECTRICAL G (5A5 SS SANITARY SEWER HATER w IVRM PROPOSED BOULDER RETAINING HALLS J4 xxxx 11 V EX15TIN6 SPOT ELEVATIONS j* X.Xl qv PROP05FD 5POT ELEVATIONS TON PROPOSED TOP 16 F X.X OF WALL ELEVATIONS I ik BON PROPOSED BOTTOM ' X,Xl OF WALL ELEVATIONS T05 PROP05ED TOP I V x.x OF SLAB ELEVATIONS m Lu I I HALL MOUNTED RAILING WITH ENDS RETURNED TO HALL 10 1/2" rt 21/2 cv RECESSED STEP LIGHT (Typ.) EHIJ ENTRY EHIJ 5M;�Room J 5 1/2" 4 I U PC, cv 5114 u 2. PROVIDE 5/5" TYPE "X` DRYWALL ON ALL HALL5 AND GEILIN& OF THE GARAGE AND REFER TO SECTION R30q.1 OF THE "IRO" FOR OPTIONS FOR THE DOOR FROM THE GARAGE TO THE HUD ROOM. 5. IN ACCORDANCE WITH SECTION 8315 OF THE "IRG" PROVIDE SMOKE DETECTORS IN THE LOGATION55HOHN ON THE FLOOR PLANS WITH ALL UNITS INTERCONNECTED. PER SECTION R313.2, THE PRIMARY POWER WILL BE FROM THE BUILDING WIRING WITH A BATTERY BACKUP, 4. EXTERIOR 5TU660: A. SHOULD GEMENTITIOU5 5TUGGO BE USED, WEEP 50REED5 WILL BE INSTALLED IN ACCORDANCE WITH SECTION R"703.6.2.1 OF THE 11 IRG" B. SHOULD "EIF5"5TUGCO BE USED, IT WILL BE INSTALLED IN ACCORDANCE WITH SECTION R OF THE "IRG" AND THE MANUFACTURES RECOMMENDATIONS AND DETAILS. 5. FIREPLACES IN BEDROOMS ARE TO BE SEALED DOOR OA5 APPLIANCES.. 6. VERIFY CHIMNEY HEIGHT FOR CENTER OF FLUE AT CAP TO BE 2'-0" HIGHER THAN ALL ADJACENT GON5TRUGTION. IF DIRECT VENT FLUES ARE TO BE USED, VERIFY FLUE REGUIREMENT5 WITH THE MANUFACTURER. I LmL; IN 1. ALL WORK WILL BE COMPLETED IN ACCORDANCE WITH THE 2003 �A4.2 I WINDOW WELL - "INTERNATIONAL RESIDENTIAL CODE" ("IRC"), 2002 "NATIONAL ELECTRICAL CODE", ALL TOWN OF VAIL BUILDING , COMMUNITY DEVELOPMENT, AND FIRE DEPARTMENT REO-ULATION5 AND TOWN OF VAIL ORDINANGE 4 SERIES 2005 FOR THE ADOPTION OF THE A4.2 ABOVE LISTED CODES. 1 4 514m 5 -3 112" I 5' -2 1/4 8' -10 I/4u 4— HOUSE FOR MAXIMUM OF 10'-0" PROJECTION INTO THE REAR Q i(A BUILDING SETBACK. 10112 10 1/2 1, B. VERIFY EXTENT OF STAIR TO EHU FOR 5`-0" MAXIMUM AREA 1 10 112" ENCROACHMENT INTO THE SIDE BUILDING SETBACK. DRAIN 10 1 /2"- I I - � `-�' bxb DECK P05T ON AREA STONE VENEERED DRAIN - A V CONCRETE PIER 6AMe 5'-3" WINDOW WELL 10 1/2" 21/2" 10 1/2" 1-Z 41 _�Ts, c), 7 2 (6 9 770 2 1_ 1 n 31/2" 31/2" BATH- c1l C) m W-0 I'm I z Ill VERIFY (SEE r E p N. CON5T. NOTE NO, :5) I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY THE OWNER OF ANY 015GREPANOIE5 BETWEEN THE u - LINE OF DECK ARCHITECTURAL AND STRUCTURAL PLANS. ---------- r 0 ABOVE 5 3 1/2" (5f=E <5EN. GON5T. 2. PP THE GONTRAGTOR\R WILL VERIFY 6-10 1/2" 5 I 51/2" 6-2" W-0 1/2' PRIOR TO START OF FRAMINC THE DIMENSIONS fZE-GUIRED FOR THE ELEVATOR SHAFT AND NOTE NO. 3 1/2 " 5112 31121 31/211 TRACK MOUNTING REGUIREMENT5 WITH THE MANUFACTURE OF THE UNIT TO BE INSTALLED 5. PRIOR TO START OF FRAMING, THE CONTRACTOR WILL VERIFY THE DIMENSIONS REOUIRIED FOR THE FIREPLACES TO BE . . .. . .. . .. INSTALLED. A4.1 21/7- 'Q 4. VERIFY INTERIOR FIN15HE-5 WITH THE OWNERS. 5. VERIFY KITCHEN $ CLOSET LAYOUTS WITH THE OWNERS. LD b. VERIFY GEILINC-2 HE16HT5 6 BREAKS WITH THE OWNERS. STONE VENEER - 7. VERIFY INTERIOR HALL AND FLOOR50UND INSULATION 1�1 -21/2" ( TYPICAL) LOCATIONS WITH THE OWNER. 2 Na _Q ,OAGHMENT5 INTO SETBACKS- A _ b. EN6P 1/2 Q 4� A. VERIFY EXTENT OF DECK AND PATIO ON THE SOUTH SIDE OF 7_�v CONSTRUCTION' N'OTES: Q) A, ., F, C) = lz 2 12 A 5V V AQ 2 A42 301-04 4 1/2' il' -b 1/2" 4 "�4" 10 1/2" 10 1/2" _77 777 -:7) ah- �2 1/2" 4, Lo - HALL N MOUNTED SPOT LIGHT t MECHANICAL C3 � � Y' rs P_ F-HU _MEGH. UNIT LIVIN6 Q :SNI H0flr: lz 5 0- 7 0 -1 THIEEATE Lr� 3 1/2" 51/2 6_5 1/2 6-5 1/2" 12'-5 10'-4 1/2" 4' & 2' -10" 51/2' 2 51/2" T.O. 5LAB EL. bc`I 1/4" I VERIFY WITH ELEV. LINE OF 2 01 20'-3 1/2" � HALL BELOW - ELEVATOR - EOUIP. FAMI WELL 2 112" 2 1/2" BA ... FF __l R SINK tY < El FLEV In[ I — - EHU 10 1/2" v SINK 0-10 _� EHU U-) VININ6 OL05ET EHIJ 0 KITCHEN t 7-0" T-10" REF. 1 3'-2 R ANG I = �) r T.O. SLAB N 21/2 EL. bq'-10 1/4" —HALL MOUNTED RAILING N WITH ENDS RETURNED TO WALL 31/2" 3 ­1 6-4 3/4" 10'- 3/4" 2 15-1 1/2 0 4 4 T 5TA R LINEN dZ) 5HELVES v ­_ 7. Q A ilk A4.1 A4 3 _j 61 2 1/2" V 9 L 20-0 112" BOULDER RETAINING WALL W V 5/4' 10 1/2 m HEATED SAND SET PAVER WALKWAY FLUSH WITH GRADE WITH STONE CAP m Sheet Number A-2.1 m R 2 Sheet Number A-2.1 R 2 Sheet Number A-2.1 .4 C) In C) Is C) C) cca mm 40'-O" 2k-O' 6 4' -6 1/2" W - 0 1/4" FIREPLACE 2'-113/4" 20` -2 116' A BOULDER HEATED STONE CAP ON 5x3 STEEL A4.1 A4_2 RETAINING HALL GONCRETE STAIR- 60NGP-ETE HALL POST ORNAMENTAL IF-ON RAILING __5x8> OEGK POST 4-1 ON GONGRETE L INE OF STONE WINDOW WELL PIER G AP BELOW YPIGAL) —REGE55ED -GAN ON 5 Aa FOOE OF DEGK 6 GONG. WITH STONE (5,7, GAP SLOPED To OUTSIDE LIGHT FIXTURE IN _60 ABOVE FD T.O. 5SLAB 51/2" SOFFIT ABOVE .......... (TI(p). EL. 100'-&" . ......... - - — - --------------- - y L ---- I& ------ _EGE55EE) METER RECESSED —LINE OF HALL -5ET HEATED MUD u') J GL05ET STEP L16HT SINK BELOW AV - - (T* STONE ON Lu GONGRETE SLAB KITCHEN VININ& EXPOSED TOP COUNTER OF CONCRETE 77 FOUNDATION L WELL W ALL T.O. STONE 22 -3 1/2" 5'-q 1/4' 1 5-11 51/2" 15'41/2" EL. l00'-2 EL. 51/2" HOOD 3 1/2" 3 1/2 EHU MAIN SINK . J 4'-0 4�-3 P05T GONG. WITH STONE .. ..... .. &ARA&E ��-tARA&E: REF./FRZ. GAP SLOPED TO RANGE y 0 a a 0 - LINE OF NALL ,-------ORNAMENTAL ABOVE OUTSIDE — - 7 L 0 I ]RON RAILINC5 MUD 1 5 0- 1 ---- - --- ROOM IZ-O' BAR LINE OF EV6E OF �; � ' - � ! ,::_ 1 I I SINK FLOOR ABOVE c ' TEEL P05T B LINE OF 2 \/AN. 6 OP FIN15H FLOOR IAL�Tl TOP EDGE Ll\/iN!2 OF CONCRETE 100'-2 1/4' OL� OF FLO R FIV I / i - ABOV GAS FOUNDATION T.O. SLAB 5 ex, 00 2 (? (SEE 6EN. GONST. CN WALL EL, _qCF-1 0' t: P IN in 5, - f 0' , �_---REOES51=P GAN A LICvHT FIXTURE IN T.O. SLAB w T.O. PLYWOOD ELEV STONE VENEER TO IL - Q_ -0 51/2 cj >­ SOFFIT ABOVE 6 4 EL. 100'-0" GEILIN6 - -- ---- Y EL. cll'-c 6 l 1/4 I'-1 3/4" FOYER 1210 - t 112 3 I/2" 3 1/2" 0 0 .3 1� 51/2" 1, L 1 -10 1/4" 4_3 -b 1 -0 1/2" _q 0 0 ' b o T. T SLAB 4' 4' 2' 12 5' 6 l9k I L lww EL. 100'-2 1/4""Ir \/ERIFy 51/2" VERIFY K/FP 31/2" 51/2' -------- ---- STEP �C ------ -- ------ ----- -Q " � ftBV � W/ELEV. m, � � �� t_., _ 5 It2o 51,12" it I I .- -1 5-51/2" I(Y-oll 12'-0 1/2' E I t -b u It 4! 6 � � � .- _( �� .,..._ ; - ,! LA Q . ...... T.O. SLAB 7 ee cll Alll -cl 1/4 TTT HEATED T.O. SLAB o 1 c- A EL. 100'-1 1/4" A4.1 GONORETE 43 MASTER 0 2xb HOOD WALKWAY CLOSET DECK ORNAMENTAL 5ITTI IRON RAILING MASTER MASTER 13 lz Q -" . . . . . . . - — - - — - - — - — - - 5-l' 2 5 16 V-51/2" HEATED v / 11 n 51/2" 0 51/2" GON(f DRIVEWAY - '2 - 7 BATH � � I � � 1 I � I 1 9 0 51 5-1 I/2m 51/2' 1/2' 66'-6" - 6-0 _Q 51/2N ---bx& PEOK .N 5 1/2 P05T 0 IV 1 ' 6A5 HEATED SAND SET METE a, PAVER WALKWAY - --EDGE OF DECK (SEE &EN. GON5T. 51/2 CID) NOTE No. b) 51/2" /- RAILING WINDOW WELL —- I I HL Z - I I W 't YA4_2 4 T i mi l:lll il c � i � f k I . I ( k � ( ._ . . ....... ... .. L '41 /r� .1 T� TOP T 'ETE Fl ppmouovm �AU 1 E 5-0 1/2" 5_51/2 4 (�A4.2) 20'-0 1/2" 14' -0 2 LE67END - BOULDER WALL 2x4 OR 2x& FRAME HALLS Sheet Number CONGRETE HALLS (SEE 5TRUCT) 5TONEVENEER RECESSED GAN LIGHT FIXTURE DATUM NOTE: WALL MOUNTED SPOT LIGHT FIXTURE ELEVATION 100'-0" ON FLOOR PLANS, 'm ELEVATIONS AND BUILDING 5FGTION5 • C,ORRE5PONV5 TO ELEVATION 815q.0' 7 ",y RECESSED STEP LIGHT FIXTURE ON THE SITE PLAN. rc - EE W BOARD 5MO�,E DETECTORS (SEE GORE D . . . . . . . . . NOTE NO. 5 ON SHEET A2.1) 2 Sheet Number j A • 2 Sheet Number j A 2 Sheet Number STONE VENEER 0 REOE55EP CAN L16HT FIXTURE DATUM NOTE: VqALL MOUNTED SPOT LIGHT ELEVATION 100'-0" ON FLOOR PLAN5, 16 FIXTURE ELEVATION5 AND BUILDING SEGTION5 GORRFSPON05 TO ELEVATION e43cl.O' RECE55F-D STEP LIGHT FIXTURE ON THE SITE PLAN. 5MOKE PETEGTOR5 (5EE CODE NOTE NO. 5 ON SHEET A2.11 b I I m II II e): 1• -a: 12 1 T Ju L F L u u --- - -- - - - - - - j- RI N ±I. !€ s � I � N < 0:12 R106E rT- ±12 112" -A 101 101 r 8 :12 4'-0" 4�-ol _ . L - ,-3 L — j — __...__. J _ __ _ ��� F 4 ii EE LINE OF EDGE OF ROOF (TYPIGAQ ----7� — P LLIL -L 8: 12 8:12 Ii cv 9 8: 8:19 II -:_i STEEL SNOW GUARDS (PAINT) (TYPICAL) — E3 - - - - - - - - - - - -A � � __.. J 'Si��� � ,�,�� � �4� 1 I RIP6E Old 122'-10" ITnT— L IL --- L- A6r= 5'-& 1/2" lu I L f I 1 - 71 x Jill ±124'-O 3/4" N (111 L 11 I I i t I G A4-2 -0 ev r. Lo CD C� C) CD ex 31-011 III 111 COPPER CHIMNEY Il 8.12 12 Ill CAP III � 111 111 11I 111 111 T T 11 .t. 11- A --III I. II 1t-- -V fl- t -11- 77-ii*-ij < - -!L- IL- IL =Ili -IL -i -R -9 -11 I L -_ u - J 7 122'-10" I i ! ! � � 1 I ��'�, � 2'-ou I I �� I { � I � 'fib � ____....._ .._...._ 1 .__._I I j _j L- — -i �' 5-5 1 20'-&' 1 13 1 2-0" R OOF r PLAN SCALE: 114" = 1'-0" PLAN NORTH DATUM NOTE: ELEVATION 100'-0" ON FLOOR PLANS, ELEVATIONS AND BUILDING SECTIONS CORRESPONDS TO ELEVATION 8I5cI,O' ON THE SITE PLAN. L J - I N1 E�� BC f"11 ujc" 1. ROOFING TO BE CLASS A FIRE RE515TANTSHAKE5. 2. ALL OVERHANGS ARE DIMENSIONED FROM OUT51DE FACE OF STUD TO END OF RAFTER TAIL UNLE55 NOTED OTHERWISE. 5. PROVIDE SELF ADHESIVE WATERPROOF MEMBRANE FOR THE FIRST c10" UP FROM EAVES, 18" ON EACH 51PE OF VAL LEYS, AND AT INTERSECTIONS OF ROOFS TO WALLS WITH lb" MIN. ON EACH SURFACE. 4. PROVIDE HEAT TAPE SNOW MELT ABOVE CUTTERS, IN CUTTERS AND INTO DOWNSPOUTS TO DAYLIGHT POINT. CLASS A FIRE RE515TANT SHAKES (TYPICAL) -- 5TEEL!5NOV4 GUARD (PAINT) (TYPICAL) - R10615 T.O. PLYWOOD FL. 121'-6 - 1/8" Ix VERTIGAL BOARD AND BATTEN CEDAR SIDING (STAIN) (TYPICAL) - 2x CORNER BOARDS CLAD NINPON5 v412x6" WOOD TRIM TYP o WINDOWS IN WOOD 51PFP NALL5 2x DECK FASCIA 4x12 R-S HOOD TRIM BOARD (STAIN) STONE GAP STUCCO EXISTING GRADE 6RAPE ORNAMENTAL IRON RAILING N/2"xl/2" TOP RAIL, 1"A/2" BOT. RAIL, 1/2"XI/2" BALUSTERS AND 3x3 5TEEL POSTS 11T all FT ff W, IN I i ��� � E �`�� 1 E L l - - - Lj 2 PIECE 2x 535 CEDAR FA5GIA (STAIN) STUCCO (TYPICAL) i I.J l.-U-i T-11-- I 1 11 J,I'i tj 1-1 J.-t UPPER LEVEL I j i I - - - , f -- I - TI: ' zill I ill LJ 11 Ll L! ill, 111 11 , .111 -i Ll 11 1 1-1 H 11 11 In'l T.O. PLYWOOD EL. 110'-1 5/4" GLA WIN DUWS w/2 x STUCCO RELIEF 2" SLOPED STONE SILL TYP @ V41NDOY45 IN ( °.' i f ,,, STUCCO NALL5 � / s �., ti=t \ � � l � 2" SLOPED STONE GAP 0 STONE VENEER .. ........... r r -J MAIN LEVEL J JI T.O. PLY WOOD - J FL. loo 4LL FIN15H GRADE EX15TINO GRADE SOLID EXISTING EL. 100 3/4" PVG PIPE (5RAOF (SITE = 515cf.49 TO DAYLIGHT ( TYPICAL) —bx12 WOOD HEADER WITH STUCCO BELOW LOWER LEVEL T.O. 5L, L, T EL. bq'-10 1/4" 'NORTH VATSON' SCALE: 1/4" = I'-°O" E F3 A43 A4.1 ' � _. RIDGE T.O. PLYNOOD T EL. 12q'-cl 1/2" 1, Ll- H I-ill J 11-1 11 ,11 Lill L- I [141 11 11IL-11-J.-H 12 RIDGE t Ll -11 -I'Ll t] T.O. PLYWOOD , u I'll"All L T EL, 12T-1 1/2" J (SITE 5166.19 J L t -- j .1 L-1 .1-1 -11--ill t-li .1 J, I I It-ttd RIDGE a l p T.O. PLYHOOD EL. 12V-q - 718° COPPER GUTTER AND DONN5POUT (TYPICAL) I III IM11111911.1 lz I i ��� � E �`�� 1 E L l - - - Lj 2 PIECE 2x 535 CEDAR FA5GIA (STAIN) STUCCO (TYPICAL) i I.J l.-U-i T-11-- I 1 11 J,I'i tj 1-1 J.-t UPPER LEVEL I j i I - - - , f -- I - TI: ' zill I ill LJ 11 Ll L! ill, 111 11 , .111 -i Ll 11 1 1-1 H 11 11 In'l T.O. PLYWOOD EL. 110'-1 5/4" GLA WIN DUWS w/2 x STUCCO RELIEF 2" SLOPED STONE SILL TYP @ V41NDOY45 IN ( °.' i f ,,, STUCCO NALL5 � / s �., ti=t \ � � l � 2" SLOPED STONE GAP 0 STONE VENEER .. ........... r r -J MAIN LEVEL J JI T.O. PLY WOOD - J FL. loo 4LL FIN15H GRADE EX15TINO GRADE SOLID EXISTING EL. 100 3/4" PVG PIPE (5RAOF (SITE = 515cf.49 TO DAYLIGHT ( TYPICAL) —bx12 WOOD HEADER WITH STUCCO BELOW LOWER LEVEL T.O. 5L, L, T EL. bq'-10 1/4" 'NORTH VATSON' SCALE: 1/4" = I'-°O" E F3 A43 A4.1 ' � _. RIDGE T.O. PLYNOOD T EL. 12q'-cl 1/2" 1, Ll- H I-ill J 11-1 11 ,11 Lill L- I [141 11 11IL-11-J.-H 12 RIDGE t Ll -11 -I'Ll t] T.O. PLYWOOD , u I'll"All L T EL, 12T-1 1/2" J (SITE 5166.19 J L t -- j .1 L-1 .1-1 -11--ill t-li .1 J, I I It-ttd RIDGE a l p T.O. PLYHOOD EL. 12V-q - 718° COPPER GUTTER AND DONN5POUT (TYPICAL) I III IM11111911.1 I i ��� � E �`�� 1 E L l - - - Lj 2 PIECE 2x 535 CEDAR FA5GIA (STAIN) STUCCO (TYPICAL) i I.J l.-U-i T-11-- I 1 11 J,I'i tj 1-1 J.-t UPPER LEVEL I j i I - - - , f -- I - TI: ' zill I ill LJ 11 Ll L! ill, 111 11 , .111 -i Ll 11 1 1-1 H 11 11 In'l T.O. PLYWOOD EL. 110'-1 5/4" GLA WIN DUWS w/2 x STUCCO RELIEF 2" SLOPED STONE SILL TYP @ V41NDOY45 IN ( °.' i f ,,, STUCCO NALL5 � / s �., ti=t \ � � l � 2" SLOPED STONE GAP 0 STONE VENEER .. ........... r r -J MAIN LEVEL J JI T.O. PLY WOOD - J FL. loo 4LL FIN15H GRADE EX15TINO GRADE SOLID EXISTING EL. 100 3/4" PVG PIPE (5RAOF (SITE = 515cf.49 TO DAYLIGHT ( TYPICAL) —bx12 WOOD HEADER WITH STUCCO BELOW LOWER LEVEL T.O. 5L, L, T EL. bq'-10 1/4" 'NORTH VATSON' SCALE: 1/4" = I'-°O" E F3 A43 A4.1 ' � _. RIDGE T.O. PLYNOOD T EL. 12q'-cl 1/2" 1, Ll- H I-ill J 11-1 11 ,11 Lill L- I [141 11 11IL-11-J.-H 12 RIDGE t Ll -11 -I'Ll t] T.O. PLYWOOD , u I'll"All L T EL, 12T-1 1/2" J (SITE 5166.19 J L t -- j .1 L-1 .1-1 -11--ill t-li .1 J, I I It-ttd RIDGE a l p T.O. PLYHOOD EL. 12V-q - 718° COPPER GUTTER AND DONN5POUT (TYPICAL) OR RIDGE C) Z T.O. PLYWOOD T EL.12 1/2" 24,_o EL 5/4 RIP&E T.O. PLYWOOD ELJ25" -6 1122" 12 I_.} T.O. PLYWOOD J I LT _ T.O. PL T EL. 121'-q -71b" t6 7�1 COPPER GUTTER AND DONN5POUT ( GAL) - ----- Ix(b HORIZONTAL CEDAR 510IN6 Ix VERTICAL BOARP AND BATTEN CEDAR 510IN6 (STAIN) (TYPICAL) 2x CORNER BOARDS 2" 5LOPED STONE CAP 0 STONE VENE P-1 ORNAMENTAL IRON RAILIN6 N12"x112" TOP RAIL, I"A/2" BOT. RAIL, i/2"A/2" BALUSTERS AND 3x3 5TEEL r �,. POSTS 7 - ........... . EX15TIN0 – ----- GRADE 1 =IN15H 4xI2 R-5 HOOD 6RAPE TRIM BOARD (5TA I N) IX(b HOOD 51DIN0 APPLIED TO 6ARAOE POOP, (STAIN) SCALE- 1/4" = I' -O" MAIN LEVEL T.O. PLYWOOD -- T - EL. 100 FIN15H GRADE BEYOND FIN15H EXIST1146– ORADE GRADE LONER LEVEL T.O. 5LAB EL. 8 q'-10 1/4' m 501 &M—M a m in, .4 1 -10- 1 A A4.1 ----------- CLASS A FIRE RE51STANT 5HAKE5 ( TYPICAL) STEEL 5NON GUARD L UL (PAINT) (TYPICAL) HA LAt 12 4 4 J.4 I I I Itu � i� }} .1 J1 o -it d _LM L Ll u_ 1111 JLJ LIJIL-ILlid 1­d1_11JL_J_1_t L I I HII COPPER CHIMNEY CAP RI DOE T.O. PLYWOOD EL. l2cf'-q 1/2" (SITE = E5168.59 5TUGGO CHIMNEY C) Z 24,_o EL 5/4 RIP6E T.O. PLYWOOD O EL. 122'-10" --CLAD NINPON5 kq/2x6' STUCCO RELIEF $ 2" SLOPED STONE 51 L Ul > 5TORA6F LEVEL T.O. PLYWOOD (3 C) PIECE 2x 555 CEDAR FA5GIA (STAIN) UPPER LEVEL T.O. PLYWOOD < Ila-I 3/4' _2x12" 5TU660 RELIEF Q) TOP RAIL AND Ix5 VERT. GEDAR RAILINO BOARDS N/Ix4 5ANDNIGH TOP AND BOTTOM 0 t 1> DL m 501 &M—M a m in, .4 1 -10- 1 A A4.1 ----------- CLASS A FIRE RE51STANT 5HAKE5 ( TYPICAL) STEEL 5NON GUARD L UL (PAINT) (TYPICAL) HA LAt 12 4 4 J.4 I I I Itu � i� }} .1 J1 o -it d _LM L Ll u_ 1111 JLJ LIJIL-ILlid 1­d1_11JL_J_1_t L I I HII COPPER CHIMNEY CAP RI DOE T.O. PLYWOOD EL. l2cf'-q 1/2" (SITE = E5168.59 5TUGGO CHIMNEY C) Z 24,_o EL 5/4 RIP6E T.O. PLYWOOD O EL. 122'-10" --CLAD NINPON5 kq/2x6' STUCCO RELIEF $ 2" SLOPED STONE 51 L Ul > 5TORA6F LEVEL T.O. PLYWOOD z < EL. 115'-2 314" PIECE 2x 555 CEDAR FA5GIA (STAIN) UPPER LEVEL T.O. PLYWOOD � Ila-I 3/4' _2x12" 5TU660 RELIEF --RAILIN6 W2x6 BEVELED GAP TOP RAIL AND Ix5 VERT. GEDAR RAILINO BOARDS N/Ix4 5ANDNIGH TOP AND BOTTOM m 501 &M—M a m in, .4 1 -10- 1 A A4.1 ----------- CLASS A FIRE RE51STANT 5HAKE5 ( TYPICAL) STEEL 5NON GUARD L UL (PAINT) (TYPICAL) HA LAt 12 4 4 J.4 I I I Itu � i� }} .1 J1 o -it d _LM L Ll u_ 1111 JLJ LIJIL-ILlid 1­d1_11JL_J_1_t L I I HII COPPER CHIMNEY CAP RI DOE T.O. PLYWOOD EL. l2cf'-q 1/2" (SITE = E5168.59 5TUGGO CHIMNEY bxb DEGK P05T FINISH SOLID GRADE TO DAYLI(5HT EX15TIN6 (TYPICAL) G RADE OA PVG PIPE 6A5 j METER "T I ORNAMENTAL IRON RAILING N/2"W2" TOP RAIL, ["x112" - – – - - -- - �j BOT. RAIL, 1/2 "x112'" – – – – – – – – -- BALUSTERS AND I"A" NEWELL PO5T!5 EX15TIN& GRADE EL. q 24" HIDE HEATED5AND SET (SITE = 5156.0 PAVER NALKNAY BEYOND FLUSH KITH ORAPE RIDGE 24,_o EL 5/4 RIP6E T.O. PLYWOOD EL. 122'-10" --CLAD NINPON5 kq/2x6' STUCCO RELIEF $ 2" SLOPED STONE 51 L TYP o NINDONS IN STUCCO HALLS 5TORA6F LEVEL T.O. PLYWOOD —5TUGCO (TYPICAL) EL. 115'-2 314" PIECE 2x 555 CEDAR FA5GIA (STAIN) UPPER LEVEL T.O. PLYWOOD Ila-I 3/4' _2x12" 5TU660 RELIEF --RAILIN6 W2x6 BEVELED GAP TOP RAIL AND Ix5 VERT. GEDAR RAILINO BOARDS N/Ix4 5ANDNIGH TOP AND BOTTOM bxb DEGK P05T FINISH SOLID GRADE TO DAYLI(5HT EX15TIN6 (TYPICAL) G RADE OA PVG PIPE 6A5 j METER "T I ORNAMENTAL IRON RAILING N/2"W2" TOP RAIL, ["x112" - – – - - -- - �j BOT. RAIL, 1/2 "x112'" – – – – – – – – -- BALUSTERS AND I"A" NEWELL PO5T!5 EX15TIN& GRADE EL. q 24" HIDE HEATED5AND SET (SITE = 5156.0 PAVER NALKNAY BEYOND FLUSH KITH ORAPE COPPER CHIMNEY CAP STUCCO CHIMNEY W. GLASS A FIRE RESISTANT 5HAKE5 (TYPICAL) - 2 PIECE 2x 535 CEDAR FASCIA (STAIN) (TYPICAL) COPPER GUTTER AND DOWNSPOUT (TYPICAL) - 2xI2" STUCCO RELIEF CLAD WINDOWS Pq12x6" STUCCO RELIEF $ 2" SLOPED STONE SILL TYP @ NINDON5 IN STUCCO WALLS - ORNAMENTAL IRON RAILING N12"Al2" TOP RAIL, 1"Al2" BOT. RAIL, 112"xi/2" BALU5TER5 AND I"xI" NEWELL POSTS e�x5 DECK P05T 2x DECK FASCIA -&Z RIDGE T.O. PLYWOOD EL. 12el'-q 1/2 " T 1 d v— : IRS i12 12 1111111 MOVE fist FINISH EXISTING GRADE REGE55ED STEP LIGHT FIXTURE (TYPICAL) SCALE- 114" = 1'-0" EXISTING GRADE EL. cfl'-S 315" (SITE = 50LID PVC PIPE TO DAYLIGHT (TYPICAL) RIDGE J, T.O. PLYWOOD EL. 124' 514" (SITE = 8163.00 R IDGE E IDG IDO T.O FLYNOOP F1 9 " EL. 122' -10 UPPER LEVEL J, T.O. PLYWOOD 5TU660 (TYPICAL) LONER LEVEL Pt J, T.0, 5b ,f, 'f EL. bT-IO 114" MAIN LEVEL T.O. PLYWOOD EL. 100' EXISTING GRADE FINISH GRADE RIDGE TO. PLYWOOD T EL. 12 1/2" T.O. PLYWOOD PLYNOOD E EL.1251_6 �112 L.12 - I RIDGE j r T.O. PLYWOOD El. 121'-6> - 7/8" 9 COPPER GUTTER ALONG RAKE TO CONNECT THE ONE AT THE UPPER ROOF TO THE ONE AT THE EAVE OF THE LONER ROOF RIDGE ,L T.O. PLYWOOD EL. 12q'-cf 1/2' (SITE Z: b1c5aff) CLASS A FIRE RE515TANT SHAKES (TYPICAL) - RIDGE T.O, PLYWOOD T EL. 124'-0 5/4" RIDGE T.O. PLYWOOD EL. 122-10" 2 PIECE 2x 535 CEDAR FASCIA (5TAIN)— vLL� STEEL 5NON GUARD 12 -1 LIU (PAINT) (TYPICAL) , L-1 Ll 11 Wi 11 11 111111 11 1 -111 1 n 1111 i � i_1i , [I 1� J 1 11 111,1 L Ij 11 1. 1 H H . } }I '111 N M! H llli 11 ';Iill 11 111111 1111 11 111111 HII 11 1111 11 H1111 111111 1111 11 Jill 11 Ml 11 1111 11 1"1 '!1 IM I 1 11 T I I J. 1 1 J U i" 11 1 IRON RAILING JAVI-112" TOP AND I[, BOTTOM RAIL5 AND 5/4" IRON PIGKET5 8>xa PECK POST ------------- 2x DECK FA5GIA COPPER GUTTER AND DOWNSPOUT (TYPICAL) 2xI2" STUCCO RELIEF 5TUGGO ( TYPICAL) --- FIN15H GRADE AT PATIO n� 0 :/ TL YT Tr FINISH GRADE GLAD HINPOV45 vq12x6" STUCCO RELIEF � 2" Z EXISTING SLOPED STONE SILL GRADE T) P @ NINDON5 IN 5TUGGO HALLS I ! I3 /fr' 1 ~� �i � I I I �v 1 ,��� i� 13 Lj Li YI I�II��II�IIIN�il�l _ N_ __� TJ E�XI56N(5 GRAPE EXISTING GRADE - - -4-- -- - SOLID F (5iTE 8155.6) PVC PIPE TO DAYLIGHT /0' J (TYPICAL) 6x12 IL HEADER PIEGE55FD STEP STUCCO BELOW IL - 1 L LIGHT FIXTURE LL (TYPICAL) �j WALL MOUNTED LL SPOT LIGHT HEATED 6ONGRETE T.O. SLAB STAIR BEYOND T EL. bq'-(b" (11) EQUAL 1READ5 *=m"A!5T * = 100 L."E VAT ION SCALE- 1/4" = t'-O" VERTICAL BOA RD AN BATTEN GEDAR 5ID1NG (STAIN) (TYPICAL) 2x GORNER BOARDS —GLAD NINDON5 Y4/2x6" HOOD TRIM P (D WINDO WOOD SIDED HALLS UPPER LEVEL T.O. PLYWOOD EL. IV-1 514' 2" SLOPED STONE CAP ©5T0 NE VENEER ( 3 -- -- - ----- z FINISH EX15TINC7 GRADE GRADE If T.O. STAIR 1 0 :/ TL YT Tr FINISH GRADE GLAD HINPOV45 vq12x6" STUCCO RELIEF � 2" Z EXISTING SLOPED STONE SILL GRADE T) P @ NINDON5 IN 5TUGGO HALLS I ! I3 /fr' 1 ~� �i � I I I �v 1 ,��� i� 13 Lj Li YI I�II��II�IIIN�il�l _ N_ __� TJ E�XI56N(5 GRAPE EXISTING GRADE - - -4-- -- - SOLID F (5iTE 8155.6) PVC PIPE TO DAYLIGHT /0' J (TYPICAL) 6x12 IL HEADER PIEGE55FD STEP STUCCO BELOW IL - 1 L LIGHT FIXTURE LL (TYPICAL) �j WALL MOUNTED LL SPOT LIGHT HEATED 6ONGRETE T.O. SLAB STAIR BEYOND T EL. bq'-(b" (11) EQUAL 1READ5 *=m"A!5T * = 100 L."E VAT ION SCALE- 1/4" = t'-O" VERTICAL BOA RD AN BATTEN GEDAR 5ID1NG (STAIN) (TYPICAL) 2x GORNER BOARDS —GLAD NINDON5 Y4/2x6" HOOD TRIM P (D WINDO WOOD SIDED HALLS UPPER LEVEL T.O. PLYWOOD EL. IV-1 514' 2" SLOPED STONE CAP ©5T0 NE VENEER ( 3 -- -- - ----- z FINISH EX15TINC7 GRADE GRADE 0 :/ TL YT Tr FINISH GRADE GLAD HINPOV45 vq12x6" STUCCO RELIEF � 2" Z EXISTING SLOPED STONE SILL GRADE T) P @ NINDON5 IN 5TUGGO HALLS I ! I3 /fr' 1 ~� �i � I I I �v 1 ,��� i� 13 Lj Li YI I�II��II�IIIN�il�l _ N_ __� TJ E�XI56N(5 GRAPE EXISTING GRADE - - -4-- -- - SOLID F (5iTE 8155.6) PVC PIPE TO DAYLIGHT /0' J (TYPICAL) 6x12 IL HEADER PIEGE55FD STEP STUCCO BELOW IL - 1 L LIGHT FIXTURE LL (TYPICAL) �j WALL MOUNTED LL SPOT LIGHT HEATED 6ONGRETE T.O. SLAB STAIR BEYOND T EL. bq'-(b" (11) EQUAL 1READ5 *=m"A!5T * = 100 L."E VAT ION SCALE- 1/4" = t'-O" VERTICAL BOA RD AN BATTEN GEDAR 5ID1NG (STAIN) (TYPICAL) 2x GORNER BOARDS —GLAD NINDON5 Y4/2x6" HOOD TRIM P (D WINDO WOOD SIDED HALLS UPPER LEVEL T.O. PLYWOOD EL. IV-1 514' 2" SLOPED STONE CAP ©5T0 NE VENEER • rA A 4.1 im _0�7' W61 ( 3 P_ z FINISH EX15TINC7 GRADE GRADE If T.O. STAIR EL. too MAIN LEVEL T.O. PLYWOOD 100'-0" q) l u x —ORNAMENTAL IRON RAILING < N/2"xi/2" TOP RAIL, 1"Al2" BOT RAIL, 1/2"A/2" E3ALU5TER5 AND � 3x3 STEEL POSTS tu ti WALL MOUNTED OR NAMENTAL IRON FAILING WITH EN05 C) RETURNED TO WALL LONER LEVEL O T.O. SLAB ____T_E1_5q'-IO 1/4" • rA A 4.1 im _0�7' W61 ( 3 z Z O � UJ tu C) C) O O n/ c O } < Z > QL :D < :tz OL O j� \ j • rA A 4.1 im _0�7' W61 ( 3 z Z O � m tu uJ O O n/ � O } Z QL :D < O • rA A 4.1 im _0�7' W61 in M In r. C) 0 CI Fair# RIDGE T.O. PLYNOOE? T FL. 12-T- 1/2" STEEL 5NON 6UAPD (PAINT) (TYPICAL) STONE VENEER KITH 5LOPIN6 STONE GAP (TYPICAL) MAIN LEVEL T.O. PLYWOOD T EL . 100'-0" jaT0RA6E 2 FIN15H FLOORING OVER 1-1/2 CONCRETE TOPPING ON 3/4" T 4 G7 PLYWOOD DECKING (GLUE 4 NAIL) OVER WOOD FLOOR -JOISTS (5EE STRUGT.) NITH 5/8" DRYWALL ON BOTTOM OF JOISTS (PROVIDE TYPE "X" GYP BOARD AND R-30 BATT INSULATION IN J015T CAVITY AT GARAGES) (VERIFY FIN15H FLOORIN6 MATERIAL KITH THE ONNE50 RIDGE , T.O. PLYWOOD T EL. 122'-10" RECESSED TILED NICHE (VERIFY 51ZF AND LOCATION KITH ONNER) 9 BATH-5 r SHEET METAL ROOFING OVER FULL COVERAGE WATERPROOF MEMBRANE TYPIGAL FLOOR GONSTRUGTION UPPER LEVEL J-, T.O. PLYV4000 T EL. 110 5/4" ORNAMENTAL ]RON RAILING N/2"A/2" TOP RAIL, I II A/2" BOT. RAIL, 1/2"xl/2" BALU5TER5 AND I"A" NENELL P05T5 2 12 2 QN K MASTER t MASTER MASTER BEDROOM i B SITTING BEDROOM- < - ----- -- • BEDROOM- 01=Fl y CONCRETE SLAB OVER GRAVEL ON COMPACTED EARTH (SEE 5TRUCT) ( TYPICAL} ?xb REONOOD DEGKIN6 OVER WOOD DECK lJOIST5 (SEE 5TRUGT.) HEATED PAVER WALKWAY RIDGE T.O. PLYNOOF? T EL. 127'-1 1/2" R106F 2 T.O. PLYWOOD EL. 121'-ci -7/5" f I COFFER GUTTER AND DONNSPOUT (TYPICAL) UPPER LEVEL �0 ' -1 LYNOOP 5/4" CONCRETE SLAB OVER FULL GOVERA&E SELF ADHESIVE NATERPROOF MEMBRANE ON 3/4" TREATED PLYWOOD OVER HOOD JOISTS (SEE 5TRUGT.) MAIN LEVEL T.O. PLYWOOD T EL. 100 FINISH GRADE EX15TIN6 GRADE DRAINAGE AND PROTECTION BOARD OVER CONT. FULL GOVERACvE NATERPROOFIN6 FROM 6" BELOW FIN15H GRADE AND EXTENDED DOWN OVER TOP OF FOOTING (TYPICAL) 4. LONER LEVEL T.O. SLAB T EL. 5cl'-10 1/4" PERIMETER DRAIN PIPE SURROUNDED WITH GRAVEL AND COVERED KITH FILTER FABRIC AND EXTENDED TO DAYLIGHT (TYPICAL) TYPIGAL EXTERIOR WALL GONSTRUGTION 5TUGGO OR WOOD 510IN& OVER "TYVEK" BUILDING NRAP ON 1/2" SHEATHING OVER 2x6 5TUD5 WITH R-Iq BATT INSULATION IN CAVITY, 6 MIL POLY VAPOR BARRIER ON INTERIOR FACE OF STUD AND 5/8" DRYWALL AT INTERIOR LU r DINING MASTER ORNAMENTAL IRON RAILING N/2"A/2" TOP RAIL, 1"A/2" BOT. RAIL, 1/2"XI/2" BALU5TEP,5 AND 5x5 STEEL POSTS MAIN 'R &ARA&E SEE CODE NOTE NO. 2 EHU LIVING LU - 7 5GALE.- 1/4" = 1'-0" 2 1 -O N RIDGE T.O. PLYWOOD !L' EX15TIN(5 GRADE FINISH GRADE TOWN0FWL '.0 7 Sheet Number EXISTING GRADE FINISH ORADE- STEEL LEDGER (SEE STRUGT.) LONER LEVEL T.O. SLA, SL EL. 8W-10 1/4" jaT0RA6E 2 FIN15H FLOORING OVER 1-1/2 CONCRETE TOPPING ON 3/4" T 4 G7 PLYWOOD DECKING (GLUE 4 NAIL) OVER WOOD FLOOR -JOISTS (5EE STRUGT.) NITH 5/8" DRYWALL ON BOTTOM OF JOISTS (PROVIDE TYPE "X" GYP BOARD AND R-30 BATT INSULATION IN J015T CAVITY AT GARAGES) (VERIFY FIN15H FLOORIN6 MATERIAL KITH THE ONNE50 RIDGE , T.O. PLYWOOD T EL. 122'-10" RECESSED TILED NICHE (VERIFY 51ZF AND LOCATION KITH ONNER) 9 BATH-5 r SHEET METAL ROOFING OVER FULL COVERAGE WATERPROOF MEMBRANE TYPIGAL FLOOR GONSTRUGTION UPPER LEVEL J-, T.O. PLYV4000 T EL. 110 5/4" ORNAMENTAL ]RON RAILING N/2"A/2" TOP RAIL, I II A/2" BOT. RAIL, 1/2"xl/2" BALU5TER5 AND I"A" NENELL P05T5 2 12 2 QN K MASTER t MASTER MASTER BEDROOM i B SITTING BEDROOM- < - ----- -- • BEDROOM- 01=Fl y CONCRETE SLAB OVER GRAVEL ON COMPACTED EARTH (SEE 5TRUCT) ( TYPICAL} ?xb REONOOD DEGKIN6 OVER WOOD DECK lJOIST5 (SEE 5TRUGT.) HEATED PAVER WALKWAY RIDGE T.O. PLYNOOF? T EL. 127'-1 1/2" R106F 2 T.O. PLYWOOD EL. 121'-ci -7/5" f I COFFER GUTTER AND DONNSPOUT (TYPICAL) UPPER LEVEL �0 ' -1 LYNOOP 5/4" CONCRETE SLAB OVER FULL GOVERA&E SELF ADHESIVE NATERPROOF MEMBRANE ON 3/4" TREATED PLYWOOD OVER HOOD JOISTS (SEE 5TRUGT.) MAIN LEVEL T.O. PLYWOOD T EL. 100 FINISH GRADE EX15TIN6 GRADE DRAINAGE AND PROTECTION BOARD OVER CONT. FULL GOVERACvE NATERPROOFIN6 FROM 6" BELOW FIN15H GRADE AND EXTENDED DOWN OVER TOP OF FOOTING (TYPICAL) 4. LONER LEVEL T.O. SLAB T EL. 5cl'-10 1/4" PERIMETER DRAIN PIPE SURROUNDED WITH GRAVEL AND COVERED KITH FILTER FABRIC AND EXTENDED TO DAYLIGHT (TYPICAL) TYPIGAL EXTERIOR WALL GONSTRUGTION 5TUGGO OR WOOD 510IN& OVER "TYVEK" BUILDING NRAP ON 1/2" SHEATHING OVER 2x6 5TUD5 WITH R-Iq BATT INSULATION IN CAVITY, 6 MIL POLY VAPOR BARRIER ON INTERIOR FACE OF STUD AND 5/8" DRYWALL AT INTERIOR LU r DINING MASTER ORNAMENTAL IRON RAILING N/2"A/2" TOP RAIL, 1"A/2" BOT. RAIL, 1/2"XI/2" BALU5TEP,5 AND 5x5 STEEL POSTS MAIN 'R &ARA&E SEE CODE NOTE NO. 2 EHU LIVING LU - 7 5GALE.- 1/4" = 1'-0" 2 1 -O N RIDGE T.O. PLYWOOD !L' EX15TIN(5 GRADE FINISH GRADE TOWN0FWL '.0 7 Sheet Number 4 b RIDGE T.O. PLYWOOD EL. 125' -6 1/2" UPPER LEVEL TO. PLYWOO EL. 110' -1 5/4 12 1 b STONE VENEER WITH SLOPING STONE GAP (TYPICAL) - -- MAIN LEVEL r / T.O. PLYWOOD _ EL. 100' -O" FINISH GRADE -.w.. EXI5TING GRADE f STEEL LEDGER (SEE STRUCT.) - l 4 MASTER % 5ITTIN6 -2 �f r' MUD ROOM \ T"rPIGIAL ROOF GONSTRUGTION CLASS A EIRE RESISTANT 5HAKE5 OVER WATERPROOF MEMBRANE AND BUILDERS FELT (SEE ROOF PLAN) ON 5/8" PLYWOOD 5HEATHIN6 OVER PREFABRICATED WOOD E TYPIG�LLc�tR GC TRUSSES OR 2x ROOF JOISTS (SEE STRUGT.) WITH R -38 BAIT INSULATION BETWEEN STRUGTUPAL MEMBERS, 6 -MIL A4,3 FINISH FLOORING OVER 1--1/2 GONGRETE POLY VAPOR BARRIER OVER THE BOTTOM OF 5TRUCTURAL TOPPING ON 5/4" T $ G PLYWOOD DECKING MEMBERS AND 5/8" DRYWALL AT THE INTERIOR SURFACE. (GLUE $ NAIL) OVER WOOD FLOOR JOISTS (5EE 5TRUGT.) WITH 5/8" DRYWALL ON BOTTOM OF JOISTS (PROVIDE TYPE "X" GYP BOARD AND R - BATT INSULATION IN JOIST CAVITY AT GARAGES) (VERIFY FINISH FLOORINGS MATERIAL WITH THE OWNER) R1DGE T.O. PLYWOO ORNAMENTAL IRON RAILINC-S EL. 125' -6 I/2" 12 W/2 "xl /2" TOP RAIL, I "xl /2" t BOT. RAIL, 1/2 "xl /2" / BALUSTERS AND 3X3 STEEL POSTS I -U 8 �— r ! Y� 12 ORNAMENTAL IRON RAILING 1^1/2 xl /2 TOP RAIL, I A/2 BOT. RAIL, 1/2 "xl /2" BALUSTERS AND I "A" NEWELL POSTS - 7I LAUNDRY - -2 WINEL!aT©SAry LOWER LEVEL T.O. SLAB EL. 8q' -10 1/4" M a = EXISTING GRADE FIN15H GRADE TYPIGAL EXTERIOR TALL. GONSTRUGT I CAN 5TUC60 OR WOOD 510ING OVER "TYVEK" BUILDING WRAP ON 1/2" 5HEATHIN6 OVER 2x6 STUDS WITH R -Iq BATT INSULATION IN CAVITY, 6 MIL POLY VAPOR BARRIER. ON INTERIOR. FACE OF STUD AND 5/8" DRYWALL AT INTERIOR. LOWER LEVEL T.O. 5LAB EL. 8q' -10 I/4" \ \ °� � MASTER MUD Room BENCH w WINEjST4RAGE pe l / i Saig 5GALE: 1/4" = 1' -0" Yl B A4.1 STEEL SNOW GUARD (PAINT) (TYPICAL) 5TUCG0 I FINISH GRADE EX15TI NG GRADE V ; � • 4 � •w UPPER LEVEL "' 3 I s , T.O. PLYWOOD � 4 � ti EL. 110' -I 3/4" 2x6 REDWOOD DECKING ON WOOD DECK JOISTS (SEE 5TRUCT) WITH Ix4 CEDAR ON BOTTOM i OF JOISTS NITH I" BETWEEN BOARDS EXI5TIN6 G MAIN LEVEL FIN15H r L T.O. PLY 6R?xD _ 0 EL, 100'-0 LOWER LEVEL T.O. 5LAB EL. 8q' -10 I/4" \ \ °� � MASTER MUD Room BENCH w WINEjST4RAGE pe l / i Saig 5GALE: 1/4" = 1' -0" Yl B A4.1 STEEL SNOW GUARD (PAINT) (TYPICAL) 5TUCG0 I FINISH GRADE EX15TI NG GRADE Date: 4/ I6/0*7 RPVI5ed: V ; � • 4 � •w 3 s , 4 � 4 � ti • •r i Date: 4/ I6/0*7 RPVI5ed: V ; • 3 •r Date: 4/ I6/0*7 RPVI5ed: 9 n MAIN LEVEL T,O. PLYNOOE) T EL. 100'-0" FIN15H GRADE m 12 1210 ------------------ ------ 12 HEATED CONCRETE DRIVEHAY (5EE 51TE PLAN) "de �o NA4-2) Y2 12 --,, la 5 i_ o lf 12 '� ii iil EX15TIN6 GRADE � uj lu o Lu or c FOYER CLA55 A FIRE RE515TANT 5HAKE5 OVER HATERPROOF MEMBRANE AND BUILDERS FELT (5EE ROOF PLAN) ON 5/0" PLYN0005HEATHIN6 OVER PREFABRICATED HOOD TRU55E5 OR 2x ROOF JOISTS (5EE 5TRUGT.) WITH R-3b BATT IN5ULATION BETNEEN 5TRUGTURAL MEMBER5, &-MIL POLY VAPOR BARRIER OVER THE BOTTOM OF 5TRUGTURAL MEMBERS AND 5/6' DRYNALL AT THE INTERIOR SURFACE. 12 W. TREAV5 5TAIR R106E J, T.O. PLYNOOP TYFIGAL EXTERIOR EL. 12q'-Il 1/2" NALL 60N5TRUOTION 12 5TUGOO OR HOOD SIDING OVER 11 1 - YVEW BUILDING NRAP ON 1/2" 5HEATHINO OVER 2x(b 5TUD5 KITH R-lq BATT INSULATION IN CAVITY, 6 MIL POLY VAPOR BARRIER ON INTERIOR FACE OF STUD AND 5/W DRYNALL AT INTERIOR 5 1:4 . , - I , - __ - .1 1 1 . 12'-b" ... . ..... . . . .......... (15) EO. TRISA05 TYPk, FLOOR GON5TRUGTION FIN15H FLOORING OVER 1-1/2 CONCRETE TOPPING ON 5/4" T 6 PLYNOOP DECKING (GLUE 4 NAIL) OVER HOOD FLOOR J015T5 (5EE 5TRUGT) KITH 5/8" DRYNALL ON BOTTOM OF J015T5 (PROVIDE TYPE "X" GYP BOARD AND R-50 BATT IN5ULATION IN J015T CAVITY AT &ARA6E5) (VERIFY FIN15H FLOORING MATERIAL KITH THE ONNER) SCALE- 1/4" = 1' -O" ---VRAINA6E AND PROTECTION BOARD OVER GONT. FULL COVERAGE HATERPROOFIN0 FROM b" BELON FIN15H GRADE AND EXTENDED DONN OVER TOP OF FOOTING (TYPICAL) LONER LEVEL T.O. SLAB _ _e�q'-10 1/4" —PERIMETER DRAIN PIPE 5URROUNDEP KITH GRAVEL AND COVERED KITH FILTER FABRIC AND EXTENDED TO DAYLIOIAT (TYPICAL) — CONCRETE 5LAB OVER GRAVEL ON COMPACTED EARTH (5EE STRUCT.) (TYPICAL) o >u Q� O ll" CD Ly > � Q 4 JU to y 0 0 Lu 0 < > C) Q � z Z 7­ 1> :D fit UPPER LEVEL OL O T,O. PLYNOOD EL. 110'-1 5/4" 1:4 . , - I , - __ - .1 1 1 . 12'-b" ... . ..... . . . .......... (15) EO. TRISA05 TYPk, FLOOR GON5TRUGTION FIN15H FLOORING OVER 1-1/2 CONCRETE TOPPING ON 5/4" T 6 PLYNOOP DECKING (GLUE 4 NAIL) OVER HOOD FLOOR J015T5 (5EE 5TRUGT) KITH 5/8" DRYNALL ON BOTTOM OF J015T5 (PROVIDE TYPE "X" GYP BOARD AND R-50 BATT IN5ULATION IN J015T CAVITY AT &ARA6E5) (VERIFY FIN15H FLOORING MATERIAL KITH THE ONNER) SCALE- 1/4" = 1' -O" ---VRAINA6E AND PROTECTION BOARD OVER GONT. FULL COVERAGE HATERPROOFIN0 FROM b" BELON FIN15H GRADE AND EXTENDED DONN OVER TOP OF FOOTING (TYPICAL) LONER LEVEL T.O. SLAB _ _e�q'-10 1/4" —PERIMETER DRAIN PIPE 5URROUNDEP KITH GRAVEL AND COVERED KITH FILTER FABRIC AND EXTENDED TO DAYLIOIAT (TYPICAL) — CONCRETE 5LAB OVER GRAVEL ON COMPACTED EARTH (5EE STRUCT.) (TYPICAL) I z ft o >u Q� O ll" CD Ly > � Q 4 JU to y 0 0 Lu 0 < > C) Q � z Z x 1> :D fit OL O I z ft o O ll" CD Ly > � Q 4 LU Z_ Lu 0 < > Q � z Z x :D fit O 1 Date: 4116101 Rovi5od: mmoz-womm A40 . 3 p i , o THIGK-5ET STONE VENEER ON HEATED CONCRETE SLAB OVER GRAVEL ON COMPACTED EARTH (5EE 5TRUCT) I P.q;, FIN15H r. GRADE B EYOND HEATED PAVER NALKNAY FIN15H EX15TIN6 GRADE GRADE PATH-1 im FAM LY I m OIN C) r. 0 C) 0 3 ca 0 C) C) 0 40t i po� I. ALL NINDONS AND EXTERIOR DOORS ARE "PELLA" GLAD NINDON5 UNLESS OTHERWISE NOTED. THE NINDON5 ARE "PELLA PROLINE" AND THE EXTERIOR DOOR5 ARE "PELLA DESIGNER CLASSIC" UNLESS NOTED OTHERWISE. 2. ALL NINOON AND DOOR R.O. ARE BASED ON " PELLA" GLAD NINDONS AND DOORS. IF ANOTHER MANUFACTURER 15 USED, IT 15 THE GONTRAGTOR5 RE5PON51BILITY TO GOORDINATE ROUGH OPENIN65 AND NOTIFY THE OWNER OF ANY DISCREPANCIES. 3. VERIFY N/ GONTRAGTOR NHIGH, IF ANY, NINDON5 ARE TO BE FACTORY MULLED. 4. HEAD HEIGHT GIVEN 15 ABOVE FLOOR DECKING UNLE55 OTHERWISE NOTED. 5. THE HEAD HEIGHTS GIVEN FOR THE FRENCH AND FRENGH 5LIDING DOORS ARE FROM THE TOP OF PLYNOOD AND ARE EG2UAL TO THE MANUFACTURERS DESIGNATED HEIGHT, PLUS AN ADDITIONAL 5/4" FOR A PLYNOOD SUB -SILL PLUS 1 1/2" FOR THE TOPPING. 6. GLAD DOLOR BY OWNER. 7. REFER TO ELEVATIONS FOR 5NIN6 DIRECTION. 8. THE CONTRACTOR AND NINDON SUPPLIER NII L VERIFY NHIGH UNITS NEED TO HAVE TEMPERED GLASS IN AGGORDANGE KITH SECTION R308.4 OF THE "IRC ". q. CUSTOM NINDON5 ARE TO BE "FELLA" GLAD FIXED FRAME. KNr;)O�N 5CHEIO�ULF- YVINVOIN SYMBOL ELEV. LOCATION OFF MANUFACTURER NUMBER ROUGH OFENIN& HORIZ. x VERT. HEAD HBGHT EGRESS COMMENT5 YVINVOY4 5YME30L HH WEST BEDROOM -5 CASEMENT 2151 -2 4' -10 5/4" x 4' -II 3/4" 8' -O 3/4" YES HH II WEST BATH -6 CASEMENT 2935 2'--5 5/4" x 2' -II 3/4" 8' -0 3/4" II WEST BEDROOM -6 CASEMENT 2159 -2 4' -10 5/4" x 4'--Il 5/4" 8' -0 5/4" YES I.J W } WEST OFFICE CASEMENT 215q -2 4' -10 5/4" x 4' -Il 3/4" 8' -O 3/4 W --f f� LL EAST FAMILY CASEMENT 3551 -2 5-10 5/4" x 4' - I l 3/4" 8' - 0 5/4" YES LL U.1 EAST EHU LIVING FIXED 475 - 1'-10 5/4" x 6' -8 5/4" 8' - O 3/4" ANNI N6 4721 -2 EAST BEDROOM -4 EAST EHU BEDROOM AWNING 2921 -2 4' -10 3/4" x 2' -5 5/4" 8' -0 5/4" NN FIXED 2g5g CASEMENT NORTH EHU BEDROOM CASEMENT 355q --2 5--10 3/4 x 4' — Il 3/4" 8' - 0 3/4" YE5 9616 O 8' -2 1/4" QQ Lu PP EAST MASTER BATH -2 CASEMENT 2535 2' -1 3/4" x 2' -Il 3/4" 6-2 1/4" PROVIDE OBSCURE GLASS PP f� EAST MASTER BATH -2 CASEMENT 2853 -2 4' -10 3/4" x 4' -5 3/4 7' -2 1/4" 0 WEST MASTER BEDROOM FIXED 2g5q 2' -5 3/4" x 4' -11 3/4" 8' -2 1/4" CASEMENT 3535 (D 6--2 1/4" NEST MASTER BEDROOM CASEMENT 2959 2' -5 3/4" x 4'--11 5/4" V -2 1/4" YE5 3535 G 8' -2 1/4" {NEST MASTER BATH CASEMENT 2535 2' -1 5/4" x 2' -Il 3/4 V -2 1/4" CASEMENT PROVIDE OBSCURE GLASS l 1 8' -2 1/4" Q NEST MASTER BATH CASEMENT 295q -2 4' -10 5/4" x 4' -Il 5/4" 8' -2 1/4" 2g 5q PROVIDE OB5GURE GLASS Q UU NEST NEST MASTER SITTING SLIDING GLA55 DOOR 9616 8' -0" x 8 - 0 " 8' - 2 1/4" UU AWNING 3521 -2 SOUTH MASTER SITTING CASEMENT 2559 10' -0" x 4' -11 5/4" 8' -2 1/4" 7' -2 1/4 °' FIXED CUSTOM CASEMENT 2551 NEST SOUTH LIVING FIXED 5571 4' -5 3/4" x 12' -7 5/4" 14' -1 1/4" VERIFY HEAD HOT. FOR HEAD OF 535q TO ALIGN N1TH HEAD OF UNIT — R FIXED 535q AWNING 5321 3535 -2 5' -10 3/4" x 2' -11 5/4" SOUTH LIVING FIXED 555q 4'-5 3/4" x I7' -6 3/4" I9 " ' - 1 VERIFY HEAD HGT. FOR HEAD OF 5358 TO AL16N WITH HEAD OF UNIT — R FIXED 5351 AWNING 5321 SOUTH LIVING FIXED 5371 4' -5 3/4" x 12' -7 5/4" 14' -1 1/4" VERIFY HEAD HGT. FOR HEAD OF 535q TO ALIGN KITH HEAD OF UNIT — R FIXED 5351 AWNING 5321 R SOUTH DINING SLIDING 6LA55 DOOR CUSTOM 7' - 0" x 8' - 0" 8' - 2 1/4" R i z 1. D EAST DINING CASEMENT 255q 2' -1 3/4" x 4' —II 3/4" 8 EAST DINING FIXED CUSTOM 9' —O 3/4" x 4' —il 3/4" 8' -2 1/4 " (D EAST DINING CASEMENT 255q 2' -1 5/4" x 4' —II 5/4" 8' -2 1/4" EAST KITCHEN CASEMENT 2553 -2 4 " -2 5/4" x 4' -5 3/4" 8'•-2 1/4" EAST LAUNDRY -2 CASEMENT 2541 -2 4' -2 3/4" x 5' -5 5/4" 8' -2 1/4" EAST MAIN 6ARA6E CASEMENT 215q 2' -5 3/4" x 4' -11 3/4" t7' -0" MATCH HEAD HGT. OF MAN DOOR o NORTH NALL OF EHU GARAGE f �\ EAST MAIN GARAGE CASEMENT 2g5g 2' -5 3/4" x 4' -II 3/4" + ?' -O" MATCH HEAD HGT. OF MAN DOOR Lp NORTH WALL OF EHU GARAGE �f NORTH EHU GARAGE CASEMENT 295q -2 4' -10 3/4" x 4' -11 3/4" *7' -0" MATCH HEAD HGT. OF MAN DOOR NORTH WALL OF EHU GARAGE / l�f NE=ST MUD ROOM CASEMENT 2141 -2 5-10 3/4" x 5' -5 3/4" V -2 1/4" BB SECTION G FOYER FIXED 2558 2' -1 3/4" x 4' —Il 3/4 8' -2 1/4" BB CG SECTION G FOYER FIXED 2517 2' -1 3/4" x 1' -5 5/4" 10' - 2 " GG SECTION G FOYER FIXED CUSTOM 3' -8" x 1 " -5 5/4 " 10' --2" VERIFY NIRTH WITH DOOR BELON EE SECTION G FOYER FIXED 255q 2' -1 5/4" x 4' -11 3/4" 8' -2 1/4" EE FF SECTION G FOYER FIXED 2517 2' -1 3/4" x 1 " -5 3/4" 10 1 - 2 " FF GG NORTH MASTER BEDROOM CASEMENT 2558 g' -10 3/4" x 4' —Il 5 /4" 8' - 2 1/4" 6G FIXED CUSTOM CASEMENT 255q 40t i po� I. ALL NINDONS AND EXTERIOR DOORS ARE "PELLA" GLAD NINDON5 UNLESS OTHERWISE NOTED. THE NINDON5 ARE "PELLA PROLINE" AND THE EXTERIOR DOOR5 ARE "PELLA DESIGNER CLASSIC" UNLESS NOTED OTHERWISE. 2. ALL NINOON AND DOOR R.O. ARE BASED ON " PELLA" GLAD NINDONS AND DOORS. IF ANOTHER MANUFACTURER 15 USED, IT 15 THE GONTRAGTOR5 RE5PON51BILITY TO GOORDINATE ROUGH OPENIN65 AND NOTIFY THE OWNER OF ANY DISCREPANCIES. 3. VERIFY N/ GONTRAGTOR NHIGH, IF ANY, NINDON5 ARE TO BE FACTORY MULLED. 4. HEAD HEIGHT GIVEN 15 ABOVE FLOOR DECKING UNLE55 OTHERWISE NOTED. 5. THE HEAD HEIGHTS GIVEN FOR THE FRENCH AND FRENGH 5LIDING DOORS ARE FROM THE TOP OF PLYNOOD AND ARE EG2UAL TO THE MANUFACTURERS DESIGNATED HEIGHT, PLUS AN ADDITIONAL 5/4" FOR A PLYNOOD SUB -SILL PLUS 1 1/2" FOR THE TOPPING. 6. GLAD DOLOR BY OWNER. 7. REFER TO ELEVATIONS FOR 5NIN6 DIRECTION. 8. THE CONTRACTOR AND NINDON SUPPLIER NII L VERIFY NHIGH UNITS NEED TO HAVE TEMPERED GLASS IN AGGORDANGE KITH SECTION R308.4 OF THE "IRC ". q. CUSTOM NINDON5 ARE TO BE "FELLA" GLAD FIXED FRAME. 1 I D 0 SRI E U L E (Cont.) AINVOY4 5YMBUL ELEV. LOCATION OPERATION NUMBER NUMBER ROUGH OFENIN6 HORIZ. x VERT. HEf�i� HEIGHT ��,�. GC7MM�NT� YSIIN1�ON 5YMBtOL HH NEST STORAGE CASEMENT 2947 -2 4' -10 5/4" x 3' -II 3/4" 8'-2 1/4" HH II WEST BATH -3 CASEMENT 2L135 2-5 3/4" x 7--II 3/4" 8' -2 1/4" II WEST BEDROOM -5 CASEMENT 355q -2 5-10 3/4" x 4' -Il 3/4" 8' -2 1/4" YE5 I.J SOUTH BEDROOM -5 CASEMENT 2x47 -2 4' -10 3/4" x 3' -11 5/4 " 8' -6 3/4" LL SOUTH OFFICE CASEMENT 2g47 -2 4' -10 5/4" x 5' -II 5/4" V -6 3/4" LL EAST OFFIGE SLIDING 6LA55 DOOR 9616 8' -O" x 8' -O" 8' -2 1/4" NN EAST BEDROOM -4 CASEMENT 2g 7' -5 5/4" x 4' -Il 3/4" 8' -2 1/4" YES NN FIXED 2g5g CASEMENT 2g5q YES OO EAST MASTER SITTING 51 IDIN6 GLASS DOOR 9616 8' -O" x 8° -O" 8' -2 1/4" QQ Lu PP EAST MASTER BATH -2 CASEMENT 2535 2' -1 3/4" x 2' -Il 3/4" 6-2 1/4" PROVIDE OBSCURE GLASS PP f� EAST MASTER BATH -2 CASEMENT 2853 -2 4' -10 3/4" x 4' -5 3/4 7' -2 1/4" PROVIDE OBSCURE GLASS Lu CL EAST MASTER BATH -2 CASEMENT 3535 2 " -II 3/4" x 2' -11 3/4" 6--2 1/4" PROVIDE OBSCURE GLASS SS NORTH MASTER GL05ET -2 GASEMENT 3535 2' -11 5/4" x 2'--11 314" 8' -2 1/4" 55 TT NORTH MASTER BEDROOM -2 CASEMENT 2158 q' -8 5/4" x 4' -Il 3/4" 8' -2 1/4" YE5 TT FIXED 2a5ci -2 CASEMENT 2g 5q YES UU NEST MASTER BEDROOM -2 FIXED CUSTOM 5' -10 3/4" x 5' -8 3/4" 7' -2 1/4" UU AWNING 3521 -2 WEST MASTER BEDROOM -2 FIXED CUSTOM 5'-10 3/4" x 5' -8 3/4" 7' -2 1/4 °' AWNING 35,21 -2 NEST MASTER 51TTkNG -2 CASEMENT 3547 -2 5-10 5/4" x 3' -Il 3/4" 6-2 1/4" XX SECTION G FOYER FIXED 3535 -2 5' -10 3/4" x 2' -11 5/4" 6' -2 1/4" XX 40t i po� I. ALL NINDONS AND EXTERIOR DOORS ARE "PELLA" GLAD NINDON5 UNLESS OTHERWISE NOTED. THE NINDON5 ARE "PELLA PROLINE" AND THE EXTERIOR DOOR5 ARE "PELLA DESIGNER CLASSIC" UNLESS NOTED OTHERWISE. 2. ALL NINOON AND DOOR R.O. ARE BASED ON " PELLA" GLAD NINDONS AND DOORS. IF ANOTHER MANUFACTURER 15 USED, IT 15 THE GONTRAGTOR5 RE5PON51BILITY TO GOORDINATE ROUGH OPENIN65 AND NOTIFY THE OWNER OF ANY DISCREPANCIES. 3. VERIFY N/ GONTRAGTOR NHIGH, IF ANY, NINDON5 ARE TO BE FACTORY MULLED. 4. HEAD HEIGHT GIVEN 15 ABOVE FLOOR DECKING UNLE55 OTHERWISE NOTED. 5. THE HEAD HEIGHTS GIVEN FOR THE FRENCH AND FRENGH 5LIDING DOORS ARE FROM THE TOP OF PLYNOOD AND ARE EG2UAL TO THE MANUFACTURERS DESIGNATED HEIGHT, PLUS AN ADDITIONAL 5/4" FOR A PLYNOOD SUB -SILL PLUS 1 1/2" FOR THE TOPPING. 6. GLAD DOLOR BY OWNER. 7. REFER TO ELEVATIONS FOR 5NIN6 DIRECTION. 8. THE CONTRACTOR AND NINDON SUPPLIER NII L VERIFY NHIGH UNITS NEED TO HAVE TEMPERED GLASS IN AGGORDANGE KITH SECTION R308.4 OF THE "IRC ". q. CUSTOM NINDON5 ARE TO BE "FELLA" GLAD FIXED FRAME. 3r - p,rr • I I' TOF-4'" — — A — — mW-2 TOW =105' -O" 51M. TOW= aa' -8 1/2" TOW =8a' -IO 1/4" IF TOW =a ' - I/2" 5TEP TOW TOF= 86'_4" STEP TOF WINDOW "i BLOGKOUT STEP TOW TOW =Ba' I /4" STEP T TOW= -5 11 TOW 5EE SECTION B/55 WINDOW BLOGKOUT P! FL F 1 F ­1 � ' 4- IL (D Qf 15'- Icl$ "" L • 1 /4 " = 1'-0" NOTE: PLAN ELEVATION 100' -0" = U.S.6.5. DATUM ELEVATION 813a.0' ALL EXTERIOR WALL FOOTINGS ARE 10" x 16" TYPICAL UNLE55 NOTED OTHERWISE TOP OF WALL ELEVATION = aa' -a "' TYPICAL U.N.O. TOP OF FOOTING ELEVATION = 8a' -6" TYPICAL U.N.O. PROVIDE 8 " MIN. DEPTH LINTEL WITH 2 #5 TOP 4 BOTTOM OVER WINDOW BLOCK -OUTS. EXTEND REINFORCING 24" BEYOND OPENING AT ENDS. SUPPORT STONE VENEER ON 6 x 6 x 3 /, STEEL ANGLE LED6ER5. BOLT TO WALLS WITH %"' DIAMETER x 4" EXPANSION BOLTS o 24" O.G. NOTE: REINFORCING DOWELS ARE NOT REWIRED TO BE TIED TO FOOTING FORMS. FOOT I N6 PAD SGHEDUL.E MARK 51ZE REINFORCING 2 x 2'-0" x 10" 5 #4 E.W. 2 x 2 " "6" x 10" 5 #5 E.W. 5'-0" x 3`-O "' x 10" 4 #5 E.W. x 10" 5 #5 E.W. 4 "-6" x 4' -6" x 12" #5 E.W. 5'-0" x 5' -0" x 12" 7 #5 E.W. x 1 '-- 6 " x 10' --r 5 # 5 E.N. STEP TOW L 4" FIBER REINFORCED SLAB ON GRADE 1' "- 4Z/4 rr 3' -8" El 12 "(1) PIER WITH 12 "df PIER WITH (1) #5 VERT ON n PAD 18 (1) #5 VERT ON Q PAD WITH (1) #4 DOWEL WITH (1) #4 DOWEL T.O. PIER =102` -4" T.O. PIER = 102' -4" .M -- T.O. PAD =a5` -4" f T.O. PAD =a6' -4" F-J mm " TOF =86' -4" _ " STEP TOW I I` 1 STEP TOW 5 TOW TOF -% '" TOW - 103 - 0 STEP TOW TOW - 102 " - O° 51M. '° TOW =aa' - "' STEP TOF STEP TOF or II – 5TEP TOW A WINDOW TOW =aa' -8 I /4" 4 " FIBER REINFORCED BLOCKOUT I (SLAB ON 67RAL7E 6" 5LA8 ON GRADE WITH #4 a 12" O.G. I I EACH WAY. 1 1 a E J L < * �Svo` 1 14 T =8a 0 1/4" " A } � +S1 ekk Aa left A # ( s 5TEF TOW B.O.B. =aB' -Orr TOW =ga,..2 L F P - 21 B TOW 'd i I L _„i"- - , r— -- STEP TOF all L_ J L - A "" 6" 5LA8 ON CRAVE TOW =Ba "-6 1 /4" 4 FIBER REINFORCED A _ WITH #4 ® 12 O.C. G TOW =aa' -2 3/4" 18' - 5LAB ON GRADE ae EACH WAY. TOF = -4" if i A ' r_ a 1114 STEP TOW I ((( TOW =aa o 2' I2 "°038" K / b TEP TOF — = ---�- - - I— - ----�— — — L J L STEP TOW TOW =aa 2 ( TOF= 3 " -4 " 12'44 10'-4/4" I TOW =aB " 7 /8 A A 4" FIBER REINFORCED SI M. 3' - *4 " 5LA5 ON GRADE " -10� T.O. PIER =a - 7' -6" G T.O. LED6E =a5' -a "/ T.O. PAD =a5' -O" 33 " -6" 2Cr -OV2 105' -2" W T.O. 176E =a4' -a" - ----�` T. Q. PAD =a2' -0 " 8'- a / a' -1V2" I 14r -6 , V2 r1 I'A' PEDESTAL ON 2'x2' PIER WITH (4) #5 VERT. d #5 TIES ® 12" O.C. ON4@PAD WITH (4) #4 DOWELS N 2 DATE: 06/07/0 FILE: 6T5-51 D RAUN. ADM r •i •i • DATE: 0(0/07/07 FILE: 6T5-52 DRAW; ADM REVISEP-05/06/0"7 ReVISEO: BOLT FIRST 2xI2 TO KALL WITH 2 ROP 5/6"(Px EXPANSION BOLT5 a 24" O.0 - -- -.- I - - - - -1- . - - I- It J._ - It 04 0 El ORMY Num"m 52 DATE: Olb/07/0'7 FILE: GT5-55 DRAUN. ADM fREVISED:05/06/07 54- I IONkl r"frmo LEOVEOL LC *mm"00t f" fl"M"OLAN 1/4" = I' -O" NOTE: Z/ INDICATES DIRECTION OF 1136 RPPI 40 FLOOR JOISTS a 16 O.C. TYPICAL UNLESS NOTED OTHERWISE. AZExriRiop, WALL HEADERS ARE 5 -.2 x 10 W51N6LE 2x6 TRIMMERS. TYPICAL uwE55 NOTED OTHERWISE PROVIDE PLYWOOD SACKER ONE SIDE OF JOIST NEB. LAP 2xI0 LOOKOUT BESIDE NEB NAIL THROUGH BACKER AND WEB INTO 2xI0's WITH 2 ROY45 10d a 6" O.C. 4 CLINCH. TOP OF UPPER LEVEL PLYWOOD ELEV`ATION=IIO'-I%". 4- 3 DATE: 06/0 FILE: 6T5-54 DRAUN ADM REVISED: REVISED. Lqo IL X N 01-4 12 N X ( N LqO In-in C-1 =�- AC-.- I A F LCIO Lqo nG 6x,6 �M LCIO ►X6 . FN 1 %9 Z II- O -A IL z -A > Lu UA Ll__il > < � Q < z OL Z o -A -A > 6wwy Xtrimm 5.4 Lqo ___.+ 'I-- I-11L.J 2 #5 CONT. TOP 4 HOT 4" SLAB 3 4 GRAVEL-.! POUR SLAB OVER WALL 18 W/ #4 DOWEL5 a 24" O.G. i Py 4" 4" #4 a 24" O.G. am #4 o 24" O.G. 18 E6 • NO SCALE EL J " A.B. 4 '0.C,. EXPANSION MATERIAL 4" 5LAB �" 4 GRAVEL 2 #5 GOVT. TOP 4 BOT #4 0 24 " O.G. —� 18 #4 0 24" Q.G. 6 STONE CAP 11!" A.B. 1-ti" EXPANSION MATERIAL 4'0.0. 1 EXPANSION Jt EXPANSION #4 o 12" O.C. MATERIAL MATERIAL EACH KAY 4 1151. AB 4" SLAB OR CONCRETE 5TAIR5 4" GRAVEL 4" GRAVEL ' 1 2 #5 CONT. 4" 4" TOP t SOT DOWEL 5LA3 OR 5TAIRS TO FOUNDATION WALL5 #4 o 24" O.G. WITH #4 DOYCLS 18 18 a 12" O.G. 12 #4 o 24" O.G. 6 • • l °-" #5 0 10" O.C. m 4 GRAVEL I . POUR SLAB OVER WALL 18 W! #4 DOYIEL5 ® 24" O.C. 1 5 - A" i { MI #4 A 2 4 " O.G .G. S IS #4 c 24 O.C. 6 • • 2 #5 CONT. 30 #5 0 6" O.C. 76 4 #5 GOVT. #5 x 3 "-6" +o 12 O.G. O 4' -1011 a" 1 " 11 5=L" ON �vl NO SCALE 4"4) PVC DRAIN _ TO DAYLIGHT 5EE 5011-5 REPORT 4" GRAVEL POUR SLAB OVER WALL IS W/ #4 DONEL5 dr 24 11 O.C. IS ni I • 2" !1�" A.B. 4'0.0 4' SLAB • 4 y 8"1 �� , 4" GRAVEL 2 #5 CONT. = C71 ON NO SCALE 2 #5 CONT.– TOP * BOT #4 o 12" O.G. 6" SLAB W EACH AY Wmw sAe [idg • #4 0 12" Q.G. EACH WAY Q STONE GAP 2 #5 CONT.— TOP 4 BOT #4 a 16" O.G. -- #4 15 O.G. 24 #4 a 16" O.C. 8- !-!�" EXPANSION MATERIAL 4" 5LAB-t "" 4 GRAVEL 2 #5 CONT. 4 "" A .B. a STONE VENEER 4 "p $• 0 STONE VENEER SEE FRAMING PLAN 2 #5 GOVT. 2 #5 GOVT. TOP HOT • • ' 6 11 2 #5 CONT. ° bxbx % "' ANGLE FRAMING bxbx %" ANGLE #4 4 16 O.G. STONE LEDGER + STONE LEDGER BOLT TO WALL PLAN HOLT TO WALL W/ �" O x 4" BEAR FRAMING ON yv Wo x 4" EXPANSION BOLTS TOP OF MUD5ILL EXPANSION BOLTS 24"' O.G. AT AJ51M, al 24" O.G. Z n i 5 � 5 a n. b "1 2" 2 #5 CONT. #4 a 16" O.G. 2 "" W • 0 $ #5 16 O.G. #4 a 16 J O.C. 18 Ib' O.C. IS • #4 o 16' O.G. #4 16" O.G. 6 1/2" EXPANSION It!" EXPANSION 6 MATERIAL MATERIAL • .4.1" S 2 #5 GONT. 4 SLAB 1N -SEE 5011-5 REPORT • • • GRAVEL J ►• • 4 GRAVEL 4" 8" I' -Q "1 11 -01" 2 #5 GOVT. a 2 #5 CONT. E 611 2 for 40" E H 3" TYPE II EXPANDED PLAN PLAN DRAIN - PLAN V PLAN DRAIN - SEE uj AY FROM CORNERS POLYSTYRENE INSULATION SOILS REPORT SOILS REPORT W ON 5 C 5E . C71 . ii I 5LAB 12 #4 ® 24" O.C. 'Y 8 #5 EACH WAY 2 #5 GONT. TOP 8 BOT bx6x %" ANGLE STONE LEDGER BOLT TO WALL w fib' "N x 4" EXPANSION BOLT5 *24 SEE FRAMING • PLAN z Q.. :2 6 11 #4 ® 16 O.G. w- ma INS #5 0 12 " O.G. IS #4 o 12 O.G. " EXPANSION • MATERIAL 4 5LAB ' - F • 4 ll GRAVEL O 2 #5 CONT. 8" 8Y 8" r •• SECTION N NO SCALE FR05T PROTECTED FOOTING AT 13/51M, SEE DETAIL 0155. A.B. 0 4' O.C. 1.1" EXPANSION MATERIAL SEE FRAMING PLAN M • • 2 #5 CONT. EXPANSION B TOP 4 OT MATERIAL CONCRETE TOPPING -► 6x6x %" ANGLE STONE LEDGER BOLT TO WALL PV WO x4 EXPANSION BOLTS a 24 Q.G. 2 11 IL #4 o 16" O.G. W #5 0 16" O.C. 118 #4 a 16 O.G. i 1 1!�" EXPANSION LLL...... 6 MATERIAL • 4" SLAB • • 4 GRAVEL 2 #5 GONT. q "" 8 "" 4 DRAIN - SEE 501 LS REPORT 5= C71 ° H, NO SCALE EXPANDED FOOTING AT H /SIM. SEE DETAILS E, F 4 M/55. SEE FRAMING PLAN 6" #4 o 16 Q.G. 2" #5 0 12" O.C. 18 6 1 EXPANSION • MATERIAL 4" SLAB 4 11 GRAVEL 2 #5 CONT. 81" a" 8" NO SCALE : 4 Z 4 I 1r • ♦ ! M I OP r i 3 I ♦ • � r • rs •r • s f •w • , r • f r •: • • r •• r • r! ♦ I • I. I f r s I' r fi I I: i I I :. f ., f' • r I'.. ,s • f • r w •• f.: w • i ni I • 2" !1�" A.B. 4'0.0 4' SLAB • 4 y 8"1 �� , 4" GRAVEL 2 #5 CONT. = C71 ON NO SCALE 2 #5 CONT.– TOP * BOT #4 o 12" O.G. 6" SLAB W EACH AY Wmw sAe [idg • #4 0 12" Q.G. EACH WAY Q STONE GAP 2 #5 CONT.— TOP 4 BOT #4 a 16" O.G. -- #4 15 O.G. 24 #4 a 16" O.C. 8- !-!�" EXPANSION MATERIAL 4" 5LAB-t "" 4 GRAVEL 2 #5 CONT. 4 "" A .B. a STONE VENEER 4 "p $• 0 STONE VENEER SEE FRAMING PLAN 2 #5 GOVT. 2 #5 GOVT. TOP HOT • • ' 6 11 2 #5 CONT. ° bxbx % "' ANGLE FRAMING bxbx %" ANGLE #4 4 16 O.G. STONE LEDGER + STONE LEDGER BOLT TO WALL PLAN HOLT TO WALL W/ �" O x 4" BEAR FRAMING ON yv Wo x 4" EXPANSION BOLTS TOP OF MUD5ILL EXPANSION BOLTS 24"' O.G. AT AJ51M, al 24" O.G. Z n i 5 � 5 a n. b "1 2" 2 #5 CONT. #4 a 16" O.G. 2 "" W • 0 $ #5 16 O.G. #4 a 16 J O.C. 18 Ib' O.C. IS • #4 o 16' O.G. #4 16" O.G. 6 1/2" EXPANSION It!" EXPANSION 6 MATERIAL MATERIAL • .4.1" S 2 #5 GONT. 4 SLAB 1N -SEE 5011-5 REPORT • • • GRAVEL J ►• • 4 GRAVEL 4" 8" I' -Q "1 11 -01" 2 #5 GOVT. a 2 #5 CONT. E 611 2 for 40" E H 3" TYPE II EXPANDED PLAN PLAN DRAIN - PLAN V PLAN DRAIN - SEE uj AY FROM CORNERS POLYSTYRENE INSULATION SOILS REPORT SOILS REPORT W ON 5 C 5E . C71 . ii I 5LAB 12 #4 ® 24" O.C. 'Y 8 #5 EACH WAY 2 #5 GONT. TOP 8 BOT bx6x %" ANGLE STONE LEDGER BOLT TO WALL w fib' "N x 4" EXPANSION BOLT5 *24 SEE FRAMING • PLAN z Q.. :2 6 11 #4 ® 16 O.G. w- ma INS #5 0 12 " O.G. IS #4 o 12 O.G. " EXPANSION • MATERIAL 4 5LAB ' - F • 4 ll GRAVEL O 2 #5 CONT. 8" 8Y 8" r •• SECTION N NO SCALE FR05T PROTECTED FOOTING AT 13/51M, SEE DETAIL 0155. A.B. 0 4' O.C. 1.1" EXPANSION MATERIAL SEE FRAMING PLAN M • • 2 #5 CONT. EXPANSION B TOP 4 OT MATERIAL CONCRETE TOPPING -► 6x6x %" ANGLE STONE LEDGER BOLT TO WALL PV WO x4 EXPANSION BOLTS a 24 Q.G. 2 11 IL #4 o 16" O.G. W #5 0 16" O.C. 118 #4 a 16 O.G. i 1 1!�" EXPANSION LLL...... 6 MATERIAL • 4" SLAB • • 4 GRAVEL 2 #5 GONT. q "" 8 "" 4 DRAIN - SEE 501 LS REPORT 5= C71 ° H, NO SCALE EXPANDED FOOTING AT H /SIM. SEE DETAILS E, F 4 M/55. SEE FRAMING PLAN 6" #4 o 16 Q.G. 2" #5 0 12" O.C. 18 6 1 EXPANSION • MATERIAL 4" SLAB 4 11 GRAVEL 2 #5 CONT. 81" a" 8" NO SCALE : 4 Z 4 I 1r • ♦ ! M I OP r i 1/4 " END PLATE WIDE FLANGE BEAM ■- .w.r� ...�srr� �-' GAP PLATE It!" x bF x O' -a" TUBE STEEL COLUMN w P05T d BEAM DADO JOINT Ism rl �► NO 5CALE 'LA' O DLE 5TEE1 .UMN 4 4" END PLATE WIDE FLANGE FLOOR BEAM • 1/4" KNIFE PLATE 244`0 ALLTHREAL 3/50 x -711 x 1#1 B ASE PLATE U `X 511 0 2 -5/8 N x 4" EXPANSION BOLT5 CONCRETE PIER NO 5CALE WIOx22 a PACK OUT WEB WITH 2 xIO LEDGERS. BOLT WITH M.B. a 24" Q.C. STAGGERED. HANG RAFTERS FROM LEDGER. 0 GAP FULL 5TRENTH BUTT' WELD. 1 -fib" -0. A325 EACH 51DE WIDE FLANGE BEAM 12 �8 -4y /0 4 4 " END CAP 12" BEARING PLATE 2- fib"44>x5" LA65 w %" WEB STIFFENER WIDE FLANGE BEAM 4 1/2" - 4 1 /2" 1 1/2" 1 1/211 14 WEB 5TIFFENER5 bF x P -O" 4 -W 0 A325 TUBE 5TEEL COLUMN NO SCALE BEAM POCKET WIDE FLANC7E BEAM CONCRETE FOUNDATION WALL %" NON -- SHRINK GROUT 2- ' "d�x5� EXPANSION BOLTS N� f NO SCALE FOUNDATION WALL TUBE STEEL COLUMN BA5E PLATE !tt"x4xO' -4" W 10 BEAM NO SCALE 2 1/2 1/2" 11/2 30 NOW 30 of am I Ill" N 4 -5/8" fi ANCHOR BOLTS a - Q ry 4 " x 15" LAG COUNTER5INK 3" 6 x 12 TUBE STEEL COLUMN 3/4" NON - SHRINK GROUT 511ro IV CONCRETE FOOTING d d u ' 4*' O' G • 9 ELEVATION CAN. = �- mm P 3x3xl4 WIDE FLANGE BEAM5 1 1/4" 3" 3" 1 1 /4" 3 ROW5 3/4 "4P _j A325 BOLTS ELEVATION WIDE FLANGE BEAM - COPE FLANGE IT 4 czc- 4/ A-- a. 4 x A WSJ a . LET -IN I" TYP. 'L 3 /4"x8xO' -5" %'V x 12" LAG BOTH END5 w FLAN a a ' � a LO L, 0 ( FOUND PIN & CAP ° X _ L.S. No. 26626 cu bB ✓ o RADIUS = 221.86' ,:�� p. c �V '� p DELTA = 3'29 ��'` � ARC = 13.51' LO T 4 w TANGENT = 6.76' CHORD = 13.51' - r � Y BRG = N60 *28'13 "E GRAPHIC 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE MONUMENTS FOUND MARKING THE NORTHWESTERLY CORNER OF LOT 5 AND THE NORTHEASTERLY CORNER OF LOT 5. 2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. 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) LOT 5 IS CURRENTLY UNDER CONSTRUCTION, OTHER FEATURES MAY EXIST WHICH ARE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR DIDIER CONSTRUCTION, THAT IT IS NOT A LAND SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 6/7/2008, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. SAMUEL H. ECKER COLORADO P.L.S. No. 5 017e f i .. kn i . i ,,, • i i 0 r i i , i i r , , s c i i i i i ii ii r O � N a o Q o w � `V a R4