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Home My WebLink AboutB08-0191 Plansi, W 0 1 11 11 iq� CONSTRUCTION DOCUMENTS NOTE: THESE CONSTRUCTION DOCUMENTS INCLUDING ARCHITECTURAL SHEETS HAVE BEEN r Ar-PARED IN RESPONSE TO THE SPECIFIC BASIC SERVICES REQUESTED BY THE OWNER CONTEMPLATING CONTINUED INVOLVEMENT, SELECTIONS AND DECISION MAKING BY THE GENERAL CONTRACTOR AND OWNER THROUGH COMPLETION OF CONSTRUCTION, THESE DOCUMENTS INDICATE THE SCOPE OF ARCHITECTURAL DESIGN CONCEPTS APPROVED BY THE OWNER AND INCLUDE DIMENSIONS OF THE BUILDING, THE TYPES OF STRUCTURAL SYSTEMS AND AN OUTLINE OF THE ARCHITECTURAL AND STRUCTURAL ENGINEERING ELEMENTS OF CONSTRUCTION. THESE CONSTRUCTION DOCUMENTS PROVIDE THE SCOPE OF SERVICES AS OUTLINED IN THE AGREEMENT FOR ARCHITECTURAL SERVICES AND THEREFORE DO NOT NECESSARILY INDICATE OR DESCRIBE ALL MATERIALS REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE WORK. IT IS THE UNDERSTANDING OF THE ARCHITECT AND ENGINEER THAT THE GENERAL CONTRACTOR SHALL FURNISH ALL WORK REQUIRED FOR PROPER COMPLETION OF THE WORK AND THAT THE WORK SHALL BE OF SOUND AND QUALITY CONSTRUCTION IN ACCORDANCE WITH INDUSTRY STANDARDS AND ALL MANUFACTURERS SPECIFICATIONS, INSTRUCTIONS, AND WARRANTY REQUIREMENTS. THE CONTRACTOR, BASED ON THE FOREGOING, SHALL PREPARE FOR OWNER REVIEW A REALISTIC BUDGET WITH A LATITUDE OF PRICES BASED ON ASSUMPTIONS OF SCOPE OF WORK AND OWNER PRODUCT SELECTIONS. CONTRACTOR'S RESPONSIBILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYINGALL EXISTING CONDITIONS, CONSTRUCTION DOCUMENTS, STRUCTURAL DOCUMENTS, MUNICIPAL AND /OR COUNTY ZONING CODES, PERTINENT IRC 2003 CODE REQUIREMENTS, AND GENERAL SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MECHANICAL AND ELECTRICAL ENGINEERING, DESIGN, SPECIFICATIONS AND DRAWINGS AS REQUIRED FOR BUILDING PERMIT AND APPROVAL BY OWNER AND ARCHITECT. GENERAL NOTIEW 1 DRAWINGS ARE NOT INTENTEDED TO BE SCALED. DO NOT SCALE DRAWINGS. 2 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CONSTRUCTION CONTINUES IN THOSE AREAS. 4 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. S PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL - MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS, HANDRAILS, AND TIMBER BEAMS. 6 DENOTES DOORS: REFER TO FLOOR PLANS FOR DOOR LOCATIONS. DOOR HARDWARE TO BE SELECTED BY OWNER. 7 DENOTES WINDOWS: REFER TO ELEVATIONS FOR WINDOW LOCATIONS, MUNTINS, AND SWING. REFER TO WINDOW SCHEDULE FOR WINDOW SIZES AND TYPES. S COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. 9 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS PROJECT, HE SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE AMPLE NOTICE SHALL RELIEVE ARCHITECT OF RESPONSIBILITY. 10 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE IRC 2003, CODE COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IRC 2003 AND ALL LOCAL AND REGIONAL CODES. i 1 THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT/ ENGINEER BEFORE ANY CUTTING, NOTCHING OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. 12 SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE ONLY WITH OWNER'S WRITTEN APPROVAL. UNIQUE SPECIFIED ITEMS ARE INTENDED AS QUALITY SPECIFICATIONS ONLY. 13 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC., TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. WEST VAIL, COLORADO PERMIT SE 0 PARCEL NUMBER: 210314301040 LEG DESC R I P T ION: • It VAIL INTE SU BLO • w r• DR IVE) t • • r • PR SECON DARY R ESIDENTI A L L OT AREA t 1. 0 1 8 ACR 44 ,344 SITE C i M AXIMUM i% OF • ARE t 8 H a PROPO = 3, 08 7 H OU S E i PROPO T OTAL PROPO t BUIL DING t ST ST B PAR KING: 3 SPACES PER DWELLING ^ ^ k'- iir , i a�i GRFA ALLOWED: .46 % LOT AREA < 10,000 S.F. = 4,600 S.F. 11 .38 % LOT AREA < 15,000 S,F. = 1,900 S.F. MAIN LEVEL .13 LOT AREA < 30,000 S.F. = 1,950 S.F. GRE ROOM REC ROOM .06 % LOT AREA (14,344 S.F.) = 860 S.F. . • TOTAL = 9,310 S.F. GRFA CALCULATED AS ADOPTED GRFA REVISIONS ORDINANCE NO. 14, SERIES 2004. Refer to G1.1 - GRFA for calculations and delineation of areas. UNIT A - 60 % = 5 S.F. ALLOWED LOWER LEVEL = 2,606 S.F. (52% exposed) = 1,381 S.F. MAIN LEVEL 1,975 S.F. GARAGE +781 S.F. GARAGE CREDIT µ - 600 S.F. VAULTED = +723 S.F. TOTAL = 2,879 S.F. UPPER LEVEL = 396 S.F. TOTAL UNIT = 4,656 S.F. 5 - y,g. !'"ii i 1M'ii i 11 4 FULL BATHS, 1 HALF BATHS MAIN LEVEL 1,438 SQ. FT. GRE ROOM REC ROOM U PPER . • i ROOM LAUNDRY ROOM TOTAL :•t SQ i "' GARA = 1,868 S.F. 'UPPER LEVEL OVE RSIZE t» GARA G ARA GE i i MAIN LEVEL M ASTER BEDROO T OTAL •i er i 1i w r 9 70-331- 8658 i ° ii OFFICE/ L LE 2 , 6 0 6 SQ BATHS 4 FULL " BATHS M LEVEL • t G REAT ROOM REC ` ii U PPER 0 MUD ROOM LAUNDRY ROOM T OTAL i WET BAR WINE r ii = 1,868 S.F. 'UPPER LEVEL OVE RSIZE t» GARA Ar " i Q MAIN LEVEL M ASTER BEDROO er i 1i w r 9 70-331- 8658 UNIT B - 40% = 3,724 S.F. ALLOWED LOWER LEVEL = 1,834 S.F. (52% exposed) = 953 S.F. MAIN LEVEL = 1,443 S.F. GARAGE = +655 S.F. GARAGE CREDIT = - 600 S.F. VAULTED = +370 S.F. TOTAL = 1,868 S.F. 'UPPER LEVEL = 692 S.F. TOTAL UNIT B = 3,513 S.F. GRAND TOTAL NOT TO EMCEED = 9,310 S.F. s FIRE SUPPRESSION SYSTEM: YES MONITORED FIRE ALARM SYSTEM TO COMPLY WITH NFPA 72 (2002 EDITION) AND VFES STANDARDS MONITORED FIRE. SPRINKLER SYSTEM COMPLY WITH NFPA 13 (2002 EDITION) AND VFES STANDARDS 1 -HR FLOOR /CEILING ASSEMBLY: FIRE RESISTENCE DESIGN MANUAL, 10TH ADD. NO. FC -5108, OR APPROVED ALTERNATE. 1 -HR WALL ASSEMBLY: FIRE RESISTENCE DESIGN MANUAL, 10TH ADD. NO. WP -3510, OR APPROVED ALTERNATE. -1- 2 1, N ARCHITECTURAL DRAWING5 AO GOVER ALI 51TE PLAN A2.1 LOWER FLOUR PLAN - HOU5E A A2.2 MAIN FLOOR PLAN - HOU5E A A2.3 UPPER FLUOR PLAN -- HOU5E A A2.4 ROOF PLAN - HOU5E A A2.5 LOWER FLOUR PLAN - HOU5E B A2.6 MAIN FLOOR PLAN - HOU5E B A2.1 UPPER FLUOR PLAN - HOU5E B A2.& ROOF PLAN - HOUSE B A5.1 ELEVATION5 A3.2 ELEVATION5 A53 ELEVATION5 A3.4 ELEVATION5 A35 ELEVATION5 A3.6 ELEVATION5 A4.1 BUILDIN6 5EGTION5 A4.2 BUILDIN6 5ECTION5 A4.3 BUILDING~, 5ECTION5 A4.4 BUILDIN6 5EGTION5 A45 BUILDING 5E6TION5 A4.6 BUILDING 5EGTION5 A4.1 BUILDIN6 5ECTION5 A4.8 BUILPIN6 5ECTION5 A4.cI BUILOIN6 5EGTION5 A5.1 5GHEDULE5 A6.1 PETAIL5 A6.2 DETAIL5 LI LAN05CAPE PLAN TI TIMBERFRAME PLANS 61.1 6RFA DIA6RAM5 '-- UNIT A 61.2 6RFA DIA6RAM5 - UNIT B D EVEL OPER /CONT RA CT OR : RA NCH C DEVELO D i , > AR CHITECT: w+ JOHN G. MARTIN, AR CHITECT, : x i 970 - 32 8 -0592 LIJ AR CHITECTU RA L DR *� K MOUNTAIN CAD SERVICES .,: er i 1i w r 9 70-331- 8658 x .. max.-: L. � tea., l r re ee " w t F TIM i Bri " 21 6 - 33 8 - 9 66 3 ST ® C Tim Hennum: 970- 949 - 939 1 S " Geo Davi Youn 970-945 A GENT: LISTING RANCH C L COM Anne i 970-390 COPYRIGHT RESERVATION THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS OTHERWISE PROVIDED IN WRITING, THE ARCHITECT SHALL BE DEEMED THE SOLE AND EXCLUSIVE AUTHOR OF THESE DOCUMENTS AND D SHALL RETAIN, WITHOUT LIMITATION, ALL RIGHTS, INCLUDING THE COPYRIGHT HEREOF. NO PERSON, WHETHER HAVING COME RIGHTLY INTO POSSESSION HEREOF OR OTHERWISE, SHALL EMPLOY THESE DOCUMENTS ON ANY OTHER PROJECT, NOR FOR ADDITIONS TO THIS PROJECT NOR FOR THE COMPLETION OF THIS PROJECT BY OTHERS, UNLESS WITH THE PRIOR EXPRESS WRITTEN CONSENT OF THE ARCHITECT AND UPON APPROPRIATE COMPENSATION TO THE ARCHITECT IN A AMOUNT AND KIND SATISFACTORY TO THE ARCHITECT. THE ARCHITECT EXPRESSLY CLAIMS ALL PROPRIETARY RIGHTS IN THE MATERIAL WHICH IS ISSUED IN CONFIDENCE FOR DESIGN AND /OR CONSTRUCTION PURPOSES OF THIS PROJECT AS NOTED. THESE MATERIALS MAY NOT BE COPIED, MODIFIED, NOR EMPLOYED IN ANY WAY WITHOUT THE SPECIFIC PRIOR WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT. an c� 1 I I' it M w+ Ile ara. do � t i nr • iA i w a w c� 1 I I' it M r. 4�2`�5 -�- w+ Ile ara. do � ii nr goo w I, +w tear r. 4�2`�5 -�- I t � ( co VAIL INTERMOUNTAIN DEVELOPMENT I CD SUBDIVISION, BLOCK I P VICINITY MA NORTH " 2, S01 r-'39"W - 227.72' l0000 FOUND PIN AND CAP f L, S. NO, 5933 6 . t "`_' -.--�. r,, _._ --.- -- Q r_.---.. -- - _______ — ,_.,.._.. _- - - --° -- E UTI ASEMENT LITY & DRAINAGE % 1 1 _8A C AE S 2-7-5-5 SN—OWBERRY Df;4VE 2765 SNOWBERRY DR (9 1 p l � TO-R(9GF DECtz'� 91 7 0-- P_A 51PLIT Lid \< r __ " IR0TE-. CONTRACTOR TO VERIFY'19Er,.K HEIGHTS D URING GON5TRUCTION. _T-c PEa TO ROOF DEG M0� LIMIT PATIO – , - t�-11T Or- cI "PATIO "PATIO 54*-& TO ROOF FENGINO I a &2' - &" I 1010�-z MATERIAL"I, q 0 —TO ROOF ECK 1 1 _ . r // A A 100W-4 <-- ELEVATIRN EX15TINC7 TREES TO B CON5TRU(�IPWFENCIN6 b b 2 (cluos-01i) "�;ZTURAL &"DE BELOW �, k PROTECTED BY (TYPIC 52 TO R M80 OF VtEor, ) D ECK /10181-1111 HOUt 117'-0' U-0 20-0 �-,o ETBA�� CL 1014 -10 EIRE ML=1 02'-0" TO RODE - DE61<1 .0-501. = 987 o e t T. Q. CONC. Or \ > TO ROOF DECIC 10 'f000r- oicl< /1023-5 x ; 76 01/ INV 0 ) ) TO Rob 0 IZ15TUREIFID ------- — 4 A P ,, ____6RAQE5 EXCEED 2-1 SLOP * 1 p X 9 2N T E ENOIEEEREa RETAININ& IL K, 1 � h / / ls � E w 3 HALL W/ GUARD JI wo(. 0 1 Z 00 ... ...... 6 .. ... ... ......... . ..... .... ... ... ....... .... ..... .... ....... .. -. ..._. .. r..,... -..._. nP?,_.._.. - _ ___- _.'� -._. 1 _._. -_..- - ~ ��ur� .I,. <,! .- .,}... �.. c ... - ,. 1�. .P n. n .d, .fi. / - 7 RADIUS 50.00' DELTA = 105'44'52" ARC = 92.28' TANGENT = 66.05' CHORD = 79.73' BRG = N34'44'29"E 0 ROADWAY STRUCTURE, PARKING, DUBLIC & PRIVATE UTILITY EASEMENT `v N I t f F is 1i it__fit it T 7- 1 A O C o f> j PIpE eOULPER RETAININ6 k4ALL - SINOLE TIER 6*-0 MIN - - +_0* —4* TOP SOIL CAP I 1; J fNATURAL UNDISTURBED NATIVE SOIL 3 I4 ° GRAVEL FILL AND FILTER FABRIC P SOILS ENGINEER FOR DRAINAGE FILTER FADPIC, A MiNIK 0 N 12 DF-W ION 21 1 1 _� A I' M8LI 0 AND SK MX14 v I - ND L ,o I W W N I PI P F D TIELY FLAT A aRFACE AVOID R C p E-A , F O E P6 A 3 A T LL E _ H E&T WDE r 6 To r % H A E T 5MV TURE pi\ &SL OF T ] N17 DVALt! PIECE5, L E LAR(5ER BOU A TI &TTOM OF THE T 3,MLD *L 1�MIF $ 6 TY PE AN COLOR. AR 10 S a 0 RE z g ITH TgTO HE*HT OF THE KALL NOT TO EXCEED I & PE # AND THE r I ? P R TIC 5LOPE MAY NOT BE ST 7 2d 4. FILTER FABRIC 5 L L 13E STAPLED TO THE EARTH CUT SLOPE M PRIO TO 5MLOE 5. BA6rP1 A A . NDZASES01 , L5 . S LL BUERIFIED BY SOILS NE 60 45T X ENa 014 OF LL. SCALE: NOT TO SCALE 51,074MM11 I BOULDER RETAINING WALL &' MAXIMUM HEI6 (TYPICAL) ;11�� I 11I�11 pi i IN 5NONSTORA6E AREA 5HONN HATGHED 556 SO. FT. (30% OF 1,860 S.F. UNHEATED DRIVEWAY} 110 59, FT. (105 OF 1,100 S.F. HEATED DRIVEWAY} SNOW STORAGE AREA REQUIRED n 66860. F.T SNOW STORAGE AREA PROPOSED = 6q5 50. F.T' 5E4NER ALL UTILITY LOCATION5, HATER HOOK-UP`s, AND LINES TO WALL MOUNTED LIGHT FIXTURE 5 5 METER CLOSET 514ALL BE 13E A 6A5 0 _E ELECTRICITY CONTRAGTOR BEFORE X COMMENCEMENT OF 4' CONCRETE RAIN PAN WITH 2" INVERT � CABLE TV CONSTRUCTION PH — TELEPHONE EN61NEEREV ROAD51DE GUARDRAIL ROADWAY STRUCTURE, PARKING, DUBLIC & PRIVATE UTILITY EASEMENT `v N I t f F is 1i it__fit it T 7- 1 A O C o f> j PIpE eOULPER RETAININ6 k4ALL - SINOLE TIER 6*-0 MIN - - +_0* —4* TOP SOIL CAP I 1; J fNATURAL UNDISTURBED NATIVE SOIL 3 I4 ° GRAVEL FILL AND FILTER FABRIC P SOILS ENGINEER FOR DRAINAGE FILTER FADPIC, A MiNIK 0 N 12 DF-W ION 21 1 1 _� A I' M8LI 0 AND SK MX14 v I - ND L ,o I W W N I PI P F D TIELY FLAT A aRFACE AVOID R C p E-A , F O E P6 A 3 A T LL E _ H E&T WDE r 6 To r % H A E T 5MV TURE pi\ &SL OF T ] N17 DVALt! PIECE5, L E LAR(5ER BOU A TI &TTOM OF THE T 3,MLD *L 1�MIF $ 6 TY PE AN COLOR. AR 10 S a 0 RE z g ITH TgTO HE*HT OF THE KALL NOT TO EXCEED I & PE # AND THE r I ? P R TIC 5LOPE MAY NOT BE ST 7 2d 4. FILTER FABRIC 5 L L 13E STAPLED TO THE EARTH CUT SLOPE M PRIO TO 5MLOE 5. BA6rP1 A A . NDZASES01 , L5 . S LL BUERIFIED BY SOILS NE 60 45T X ENa 014 OF LL. SCALE: NOT TO SCALE 51,074MM11 I BOULDER RETAINING WALL &' MAXIMUM HEI6 (TYPICAL) ;11�� I 11I�11 pi i IN 5NONSTORA6E AREA 5HONN HATGHED 556 SO. FT. (30% OF 1,860 S.F. UNHEATED DRIVEWAY} 110 59, FT. (105 OF 1,100 S.F. HEATED DRIVEWAY} SNOW STORAGE AREA REQUIRED n 66860. F.T SNOW STORAGE AREA PROPOSED = 6q5 50. F.T' 4 1 �17 FIXTURE TYPE HOUSE A 5E4NER ALL UTILITY LOCATION5, HATER HOOK-UP`s, AND LINES TO WALL MOUNTED LIGHT FIXTURE 5 5 METER CLOSET 514ALL BE 13E A 6A5 FIELD, VERIFIED BY _E ELECTRICITY CONTRAGTOR BEFORE COMMENCEMENT OF _T\/ � CABLE TV CONSTRUCTION PH — TELEPHONE 4 1 �17 FIXTURE TYPE HOUSE A HOUSE B AA RECESSED CEILING LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE 5 5 NOTE- WALL MOUNTED L16HT FIXTURE SHALL 13E A "PARK NIGHT SKY" COMPLIANT FIXTURE WITH A MAXIMUM 13ULS WATTAGE OF 40 HATT5. 1 11 =10 I—olf q #11 , 'I- LIMITS OF DISTURBANCE FENCIN(5 0 0 LOT 12A PLONEDSNON-5TORAOE AREA = 315 50, FT. PARTIALLY ON PAVED AREA DURING PEAK-5NOki TIMES. I • EROS CONTROL: I. PROVIDE SILT FEN61146 ALONG THE LOP4 SIDES OF THE SITE AND AT DRAINOE FLOWS, 2. PROVIDE STRAW BAILS WITHIN DITCH BOTTOMS AND DRAIN&E FLOWS AS REQUIRED, 3. PROVIDE5TRAN COVER AT ALL SEEDED AREAS FOUNDATION DRAIN NOTE: I. ALL FOUNDATION HALLS ARE TO HAVE A 4" PERIMETER DRAIN. REFER TO SOILS INVESTIGATION REPORT. 2. PERIMETER FOUNDATION DRAINAGE 15 TO BE COLLECTED AND EXTENED TO DAYLIGHT, IF DAYLIGHT CAN NOT BE REACHED THEN COLLECT INTO A DRYKELIC FILLED WITH GRAVEL. PIPE BETWEEN FOUNDATION AND DAYLIGHT OR DRYNELL 15 TO BE SOLID, 5. ALL UNDERGROUND DOWNSPOUT COLLECTION SYSTEMS ARE TO BE IN SOLID PIPE, HEAT TAPE IN DOWNSPOUT 15 TO EXTEND 4'-0" BELOW GRADE. OUND PIN AND CAP DATUIAREFERENCE RADIUS 100-0 <\ DELTA 64'30'35 DATUM ELEVATION OF 100'-0' )M#-Kt ARC = 112.59' EQUALS ACTUAL ELEVATION OF 893'-0" PER SURVEY BENCHMARK TANGENT = 63.11' CHORD = 106.74' BRIG = S1 4'07'20"W P 0j0_J9r_T_kLfACLT_W 11`011 Ath-, THIS SYMBOL REFERS TO PROJECT NORTH. FOR 7 ACTUAL NORTH, REFER TO SITE PLAN OR SURVEY 'gw DOCUMENTS. I • EROS CONTROL: I. PROVIDE SILT FEN61146 ALONG THE LOP4 SIDES OF THE SITE AND AT DRAINOE FLOWS, 2. PROVIDE STRAW BAILS WITHIN DITCH BOTTOMS AND DRAIN&E FLOWS AS REQUIRED, 3. PROVIDE5TRAN COVER AT ALL SEEDED AREAS FOUNDATION DRAIN NOTE: I. ALL FOUNDATION HALLS ARE TO HAVE A 4" PERIMETER DRAIN. REFER TO SOILS INVESTIGATION REPORT. 2. PERIMETER FOUNDATION DRAINAGE 15 TO BE COLLECTED AND EXTENED TO DAYLIGHT, IF DAYLIGHT CAN NOT BE REACHED THEN COLLECT INTO A DRYKELIC FILLED WITH GRAVEL. PIPE BETWEEN FOUNDATION AND DAYLIGHT OR DRYNELL 15 TO BE SOLID, 5. ALL UNDERGROUND DOWNSPOUT COLLECTION SYSTEMS ARE TO BE IN SOLID PIPE, HEAT TAPE IN DOWNSPOUT 15 TO EXTEND 4'-0" BELOW GRADE. OUND PIN AND CAP DATUIAREFERENCE RADIUS 100-0 <\ DELTA 64'30'35 DATUM ELEVATION OF 100'-0' )M#-Kt ARC = 112.59' EQUALS ACTUAL ELEVATION OF 893'-0" PER SURVEY BENCHMARK TANGENT = 63.11' CHORD = 106.74' BRIG = S1 4'07'20"W P 0j0_J9r_T_kLfACLT_W 11`011 Ath-, THIS SYMBOL REFERS TO PROJECT NORTH. FOR 7 ACTUAL NORTH, REFER TO SITE PLAN OR SURVEY 'gw DOCUMENTS. PROVIDE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE IN EACH SLEEPING ROOM OR BASEMENT QPENING SHALL C WITH ALL OF THE -FOLLO\AfiNG- MAXIMUM FINISH SILL HEIGHT: 44-INCHES MINIMUM NET CLEAR OPENING HEIGHT: 24-INCHES MINIMUM NET CLEAR OPENING WIDTH: 20-INCHES MINIMUM TOTAL NET CLEAR OPENING, 6.7 S.F. RESIDENTIAL STAIRWAYS SHALL COMPLY WITH THE FOLLOWING a Maximum riser height of 7 3/4-inches and a minimum tread depth a? 1 0- Inches with no more than 318-Inch variation • Minimum width of stairways shall not be less than 36-Inches • Minimum headroom clearance of 6-foot 8-inches • Stairways shall not rise more than 12-foot vertically between landings • See IRC for special requirements of circular, spiral and winding stairs • Open risers are permitted, provided that the opening between treads does not permit the passage of a 4-inch diameter sphere • Handgrip size shall be I 1/4-inch to 2-inch diameter In cross section • A handrail is required on at least one side of the stairway at 34 to 38-inches, above the tread nosing # Handrail ends to be returned to wall or terminate In newel pasta - Handrails shall be continuous between landings a- Handrails are required on all stairways with 4 or moro users 1 �,A A4.1 4.4 ) 19 1-311, '71" 14'- 2 15 11 lo 2 2P /4 L. 7/4 6 13'-0"' A - 2 771 917t 51)) V-1 7 63 61-331 2 2- 11 2 $1 S-61 - 3 C� 6 ) - 6 4 )r 4 4 4 4 3 ' 11 2 11 1,2 2 P"Q LEVEL - 101 r qV T.O.FIN, -6" j T.O.FIN. ARCHED PATIO LE \ EL 9 OPENINO 75 'V ATIO SPA X.Sy CS -.l y .� ` •, l. � ',4 SI7W � � I�. • \ ,f� t'•' �! _ lV� �Va1 I � ! �� I 2 ii � ,, r i � y I; .i4 �"" °'....;` +I t _ Y t.f! 'f /� a.a —._ ..v. — __. —. —• `~` HI3" &) A Now &am 9 gly AR D 02 H ING (D SAFETY GLAZING R f3 100 SAFETY G Cf W CM SAFE REQUIRED ii REQUIR1�ty______ W 191� � �� L � ,..� . ,�„ RECREATION 2 b� y 115 ROOM WET A4.cl r FIREPLACE (&A5 IN5EFZ 120 BEDROOM I'll Al BAR 116 BATH I LO # ro lip JR. SUITE N, #2 0-1 F/ 116 BEDROOM #3 STAIRS: Y :::j MID - -LEVEL 1=104 V * I I = -0' / C 108 108 RISERS @ 6 2' UP 'R---T.O,CQNC. 987'-0" y BATH #1 (D 110 IOXIO TIMBER COLUMN RE: TO TREADS @ Ii HAND l ' - 'I' - I X, t / N ti'-9�" 7 1 C) I RC. > C) TIMBERFRAME ORANIN65 FOR PER 2003 1 DIMEN5�10% 1 1) 4.3 11 10 ) 3" 4-81 5'-21" -' �a.� t ,f f: ; i , \ {`` 0 12' 4'-10" Id A ' i ' . ". 6'-i H 111j�tIff9FdUHj[ — — — — - — — — W T.O. CONC. 985'-0" 106 mpm — — — — - — — — r. LOWER LEVEL= 1 02'-0" 107 (1 �O3 ALL � '-8 2'-3j A Jr sl 104 1 " 1-0 CO 7' 4 5TAI 5. 1 1 1 1 BATH #3 Icl RISE @ I 14--o' -to JR. CL WINE UP TREAD I H NDRAIL5 VERIFY BEDROOM #1 PER 2 I;ZG. CHASE NO IN5UL i- a, E THIS NAL� 51Z STONE VIINEER ,'1 p a , ( AT FIREP�AGE f.. �'� � � � l' .`:*' � � � � (DIRT =GT I✓T 1 11 1 0: C. _C_ C> 1 ILAUNDRY L X_ ry TV ► NN�'�k w A cl 102 SL 3f-611 Al MULTI-MEDIA < 0 ' kCH. J' iUz' EQUIP. STOR C> COORDINATE ELEGTRIGAL i C) REQUIREMENTS IN TH15 ROOM AfT MECHANICAL CONTRACTOR 4. 2 11 MEGHANIGAL#CHA5E TO CHIMNEY 4.4 ABOVE FLOOR PLAN LEGEND To INCLUDE FRE5H AIR-INTAKE 10 AND EXHAU5T A5 REOV BY INDICATES SMOKE DETECTOR CEILING INDICATES kIlNI?ON LOCATION HVAG 5Y5TEM. LOCATION RE: IRC 2003 (CURRENT CODE SEE WINDOW 56HEDULE FOR CONTRACTOR TO DETERMINE AND LOCAL JURISDICTION REQUIREMENTS) SIZE AND DATA. FIRE-RATIN6 AND GON5TRuCTION METHOND OF CHASE. A4.2 A4.1 200 INDICATES DOOR LOCATION INDICATES EXHAUST CEILING FAN SEE DOOR SCHEDULE FOR CONTRACTOR TO DETERMINE LOCATION RE: LOCAL CODE SIZE AND DATA. 51ZE AND LOCATION OF REOUIREMENT5 OR DE51RED LOCATION INDICATES HOSE BIB HI 6H-FFFICIENGY BOILER5. @ INDICATES FLOOR DRAIN LOCATION, LOCATION. 1 '-3" 4 91-231) 91-51) 15 7 27-31" 9 2 r 109'-62 r r JWWA ml k 1/4 = 11-011 E 2 4.4 4♦ A4.1 'AA4.4) 109'-6 2 1 4 ' - 11 6'— 9j 7 - 1 4 2 " 1 Ul 15'-12" 19 S-51" 4-5" 241 238 235 1 240 237 234 239 236 233 7- C`4 a F2ESiDCNTIAL STAIRWAYS SHALL COMPLY WITH T HE • Maximum riser height of 7 314-inches and a minimum tread depth of 1 0- inches with no mo re than 318-inch variation • Minimum width of s t a i r ways shall not be less . than 36-Inches s Minimum headroom clearance of 6-f 8-Inches i -foot vertically between landings • Stairways shall not rise more than 12 • See IRC for special requirements of circular, spiral and winding stairs • Open risers are permitted, provided that the opening between treads sphere s does not permit the passage of a 4-inch diameter r • Handgrip size shall be 1 114-inch to 2-inch diameter in cross section • A handrail is required on at least one side of the stairway at 34 to 38-inches above the tread nosing • Handrail ends to be returned to wall or terminate In newel posts • Handrails shall be co ntinuous between landings re risers • Handrails are required on all s tairways with 4 or MO 5'-4" 3'-2" i. 6'-0" 5' -11 MM IMIN / T 000 243 242 I + _ `" DW L J SAFET,(G FINAL CABINET I 2-CAR A� ow DE51ON D OUT LAY B AN Y OTHERS 0 GARAGI gy p. ?94f 1 F M244 i 247 246 , t9 � N _ 3 V 248 249 250 251 KITCHEN R Q l it 1' - 32 " 4 It. 2 4'- 4j" 21401) e I \ , ... 1. e 4 STONE VENEER, TIMBER MANTE14, 1 ZTH AT AMERA N RMUIR90 I AND STONE HEAP I FIREPLACE (CHAS INSERT) A ND ara )irom the rm 5 �OR. MIN y go 6�av ba a df 0 k ER,GOLUMN - -SEES are b sum board M ril P al �' 1 , \, �� I MASTER E - COORDINATE DES � � E R TA ,� i-Ie 0 0 IT A4 ooms shall be AND CONNECTIONS NITH T FRAME Crab b roomy abov t less than 8/8 EF TIMBER FRAtE J- Wh a 9 orpWiling-a to up rt g the sop s pare 111 0180 be p ara BATH CONTRACTOR - 5 MORE INFO. PRANIN65 FOR _Zt PANTRY _PEE�K �14 I 2 um boardo — — — — — — �55) 2 � 1�57 206 --------- F-P W r 0. o doom no I t Se thi lfafflu In thl core S�ee doom not e a \,n. � ``� - - - -.._ t DIMENSIONS TO UPPER I T- 4 " I I t-4" a 31W thidt . __ 1... -11 V-131� N -IN 1N01GATE5SMOKE DETECTOR, GEILIN& INDICATES WINDOW LOCATION LOCATION RE: IRO 2003 (CURRENT CODE SEE NINDON56HEDULE FOR I AND LOCAL JURISDICTION REQUIREMENTS) 51ZE AND DATA. r . 222 M 2 A4.cl A411 INDICATES DOOR LOCATIOP (E) INDICATES EXHAUST GFILiNo FAN 200 SEE DOOR SCHEDULE FOR LOCATION RE: LOCAL CODE 51ZE AND DATA. 4 4 REOUIREMENT5 OR DESIRED LOCATION Hf3 INDICATES INDICATES FLOOR DRAIN LOCATION. LOCATION. HOSE BIB 5 -82" 2 & 9 r - -931, _7 11 16'-111" 2' -4 71-911 27'-3 9- 64a 2 3' 2 4 4 9 109'44" HOUSE A - MAN'' LEVEL FLOOR PLAN 1/4 = 11-011 do 1.4 1 LO Z CN rw V) ------------ 1111111191 do 1.4 1 LO Z CN V) ------------ • Z CN V) ------------ COMp COMp WITH THE FOLLOWING' , Maximum riser height of 7 3/4-inches and a minimum tread depth of /u'mchea with nomore than 30|nchvariatio - Minimum width of stairways not be less than 36-incha - ' ^Minimun clearance ~aiaimve s shall not rise more than 12`fbot vertically between landings , See IRC har special requirements cfcircular, spiral and winding stairs ° Open hxso are permitted, provided that the opening between treads does no\ permit the passage ofu4-inoh diameter sphere | "HandghP size shall be1 1/4-inoh(o2-inch diameter in cross section ^A handrail ia required onat least one side of the stairway at O4io38-inchon above the tread nosing 1 " Handrail ends hoba returned bu wall or terminate |n newel posts (� . �l — u 'n Ile \ \ \ .\ \ ~~ ~\ \ ^. \ ~, \ ~~ \ \ ~~ \ ~, �~ \ \ \ \ \ � ~ m \ - MECH. CHA5E-VERFY51ZE AND COORDINATE L[}C/\T|(JNM[rH STRUCTURAL \ \ X \ Handralls shall be continuous between landings Handrails are required on all stairways with 4 or more risers 1 2- 10)41 OPERABLE WINDOW 2 PROVIDE AT LEAST ONE A4.cl OR DOOR APPROVED FOR EMERGENCY ENT 3016 ESCAPE IN EACH SLEEPING ROOM OR BASEM 3HALL COMPLY WITH ALL OF THE FOLLOWING MINIMUM NET CLEAR OPENIN PENING* 5.7 S-F- MINIMUM TOTAL NET CLEAR 0 OPEN TO BELOW LOFT PER 2003 IRC. OFFICE � 3011 11 (3 0 2� 0 WE=M=_:A Mod FLOOR PLAN LEGEND / ` 310 � | ' ' [ (3D8> <311� | ' | ' r -----� � | ' 4'-51° | 7^�o1" | 2^_4, | 3'_17" | _ 7' M | 1| ` —n1" ` " � 1��T [ V� �L»� ^^ .u2 . , INDICATES SMOKE DETECTOR, CEILINO L06ATION RE: IRG 2003 (CURRENT CODE INDICATES NINDON LOCATION SEE NINDON 56HEOULE FOR AND LOCAL JUR15PICTION REGUIREMENTS) SIZE AND DATA. INDICATES POOP, LOCATION INDICATES EXHAU-5T CEILIN6 FAN SEE DOOR 50HEPULE FOR LOCATION RE: LOCAL CODE 51ZE AND DATA, REGUIREMENT5 OR DESIRED LOCATION HQ INDICATES 110515 616 | 1| ` —n1" ` " � 1��T [ V� �L»� ^^ .u2 . , I A4.1 i i I A4.2 A4.{ 1 1411 = 1 0 -011 I f p .ems r L.f 711 I 6 7A - - rout .97 LOWE FLOO P LAN . 1/4 1 Oil FA r r r r r r r r PROVIDE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE IN EACH $1 EEPING ROOM OR BASBMBNt 0 P E N I N G - 8 4 A L I XO MPI. Y WIT-H ALL 4I✓ M IE EO- LLP2MNQ• MAXIMUM FINISH SILL HEIGHT. 44-INCHES MINIMUM NET CLEAR OPENING HEIGHT: 24-INCHES MINIMUM NETCLI"AR OPENING WIDTH : 20 - INCHES MINIMUM TOTAL NET CLEAR OPENING. 5.7 S.F. II II it II -W - awy 12 9,01ASMI IGUIRRAC!"U"I I HOUSE B - MAIN LEVEL FLOOR PLAN 1/4 = V-011 /2 A4.q i r 0- CL I I I I DN > r- K I I � N' t t CU L— t 303 I 3C tt t 21_2" F t I t.--S J 4 ! -0 41 t r- I t A4. t � _ t 1 1 1 �- - _ - - - -_ G MM I DN 4 ' -0 ,. MASTER I C L O SET 2' -5 " 7' -03 302 2' -2z" 2!— 4' -21" ( d- BED THIRD i , FIN, = 1006 FI ♦ IN5E 0 A Rin Y i ' i *� c1M -- - - ' -- • 3U1 ,� ., I \ 5TEAM 5HONER cv MASTER 0 BATH 00 to �y I 1 6 ♦ I x 311 : FES 00 LVI I 1 INDICATE5 5MOKE DETECTOR, GEILING LOCATION RE: IRG 2003 (CURRENT CODE 100 RESIDENTIAL STAIRWAYS SHALL COMPLY AND LOCAL JURI5DICTION REOUIREMENT5) j WITH THE FOLLOWING: -" 7 ) � • Maximum riser height of 7 3/4- inches and a minimum tread depth of I / 200 53- inches with no more than 3/8 -inch variation LOCATION RE: LOCAL CODE • minimum width of stairways shall not be less than 36- Inches REGtUIREMENT5 OR DE5IRED LOCATION • Minimum headroom clearance of 6 -foot 8- inches INDICATE5 FLOOR DRAIN LOCATION, — Stairways shall not rise more than 12 -foot vertically between landings • See IRC for special requirements of circular, spiral and winding stairs • Open risers are permitted, provided that the opening between treads does not permit the passage of a 4 -inch diameter sphere Handgrip size shall be 1 1/4 -Inch to 2 -Inch diameter in cross section A handrail Is required on at least one side of the stairway at 34 to 38- inches above the tread nosing I 1 - Handrail ends to be returned to wall or terminate In newel posts A4.5 4.G • Handrails shall be continuous between landings Handrails are required on all stairways with 4 or more risers I { II I II I I I L ....._____.....--------- .,v,. - ---.� j II I I I{ I I X1 I 1 I I _I I L---- _. - - -- 1. 5 1 - 0111 UI I I I I I I 6' -1 �! -�{!! t{ I I y � - _- -.-... iL II - ®- --. _ - ®®.- i I 16f-01' I I .I` it Ij I 2' -21" 3' -10" 2 :_ 2 2}1 I II ( II I �I ._ I �� 324 X23 I I I I ; 1 I I I I I DN > r- K I I � N' t t CU L— t 303 I 3C tt t 21_2" F t I t.--S J 4 ! -0 41 t r- I t A4. t � _ t 1 1 1 �- - _ - - - -_ G MM I DN 4 ' -0 ,. MASTER I C L O SET 2' -5 " 7' -03 302 2' -2z" 2!— 4' -21" ( d- BED THIRD i , FIN, = 1006 FI ♦ IN5E 0 A Rin Y i ' i *� c1M -- - - ' -- • 3U1 ,� ., I \ 5TEAM 5HONER cv MASTER 0 BATH 00 to �y I 1 6 ♦ I x 311 : FES 00 LVI I 1 I" 11 00 L f I r / 1 l 1 r f I I f� I PROVIDE AT LEAST ONE OPERABLE WNDOW OR DOOR APPROVED FOR EMERGENCY MCAPE IN EACH SLEEPING ROOM OR BASEMENT" G SHALL C OMPL W'TH ALL OF THE FOLLOWING• A FINISH Slt.f- HEIGHT . 44-INCHES MINIMUM NET CLEAR OPENING HEIGHT. 24- INCH(;S MINIMUM NET CLEAR OPENING WIDTH: 20-INC MINIMUM TOZAL NET CI.EAR O ENNG, 5.7 S FES I !!. �. 5 INDICATE5 5MOKE DETECTOR, GEILING LOCATION RE: IRG 2003 (CURRENT CODE 100 00 AND LOCAL JURI5DICTION REOUIREMENT5) j 51ZE AND DATA. -" 7 ) � INDICATE5 DOOR LOCATION I / 200 , I" 11 00 L f I r / 1 l 1 r f I I f� I PROVIDE AT LEAST ONE OPERABLE WNDOW OR DOOR APPROVED FOR EMERGENCY MCAPE IN EACH SLEEPING ROOM OR BASEMENT" G SHALL C OMPL W'TH ALL OF THE FOLLOWING• A FINISH Slt.f- HEIGHT . 44-INCHES MINIMUM NET CLEAR OPENING HEIGHT. 24- INCH(;S MINIMUM NET CLEAR OPENING WIDTH: 20-INC MINIMUM TOZAL NET CI.EAR O ENNG, 5.7 S FES I !!. �. 5 INDICATE5 5MOKE DETECTOR, GEILING LOCATION RE: IRG 2003 (CURRENT CODE 100 INDICATE5 WINDOW LOCATION 5EE WINDOW 5CHEDULE FOR AND LOCAL JURI5DICTION REOUIREMENT5) 51ZE AND DATA. INDICATE5 DOOR LOCATION INDICATES EXHAU5T CEILING FAN 200 5EE DOOR 5CHEOULE FOR LOCATION RE: LOCAL CODE 51ZE AND DATA. REGtUIREMENT5 OR DE5IRED LOCATION INDICATE5 FLOOR DRAIN LOCATION, — INDICATES H05E BIB LOCATION. I I m Gr !2 .%!_ d I I li N I I I I I 1 I I 1 ! ( I ROOF GON5TRUGTION: I ! 1 ! I A5PHALT 5HI NCLE5 (40 YEAR) OVER I 1 WATERPROOF MEMBRANE (FULL GOVERAOE) ! OVER NAIL BA5E PANEL FOAM IN5ULATION L- - - -. — —. -- -- — -- — — —� -- — - — - �I ! I I I ! OVER 2X6 5TRUGTURAL DEGKINC. ! I ! V- 0 1) I 8 ,_ 3 >, Nr ! I ! I 1 ! ! ! i II 1 1 1 i !! ! CHIMNEY ! 1 ! I ! ! I ! A4,i I c\j I I I! !! I! _ _ I � 6 li J ( Ii I !! I 1 ! L _ ._ _. --_ ----__ � _ __. _.____ � ! ! 1 I I L_ ____- __.,._..,..... _ ._. _ - - _ - __ .....__ _ _____ _ -. t �t � LON 5LQPINC 5HED R OOFING 5Y5TEM_ ! ! 1 t ! ! I °" GOR —TEN RU5TEV METAL ON WATERPROOF i ( •� I t t 1'6 l MEMBRANE ON OVER NAIL BA5E PANEL I ! FOAM IN5ULATION OVER 4x(o RAFTER5 I ( ! } t t t � I 1 1 !! 1 I 1 L L._ ........,.._ _ _. _ __ __ ��_._ _. L J ___ __ �.. _. ._. fi I CUTTER AND DOWN5POUT, HEAT TAPE A5 NEEDED. ALL DOWN 5POUT5 ON THE 5OUTH 5IDE ARE TO BE RUN INTO A 50LID PIPE t UNDERDRAIN 5Y5TEM AND DAYLICHTED ON t {' THE WE5T 51DE5 cry _ I MEC.H. CHA5E TERMINATION --J T5TUCG0 BOX WITH GUT STONE GAP I a w. rIM► �► w • sr • /Ir • I m Gr !2 .%!_ d I I li N I I I I I 1 I I 1 ! ( I ROOF GON5TRUGTION: I ! 1 ! I A5PHALT 5HI NCLE5 (40 YEAR) OVER I 1 WATERPROOF MEMBRANE (FULL GOVERAOE) ! OVER NAIL BA5E PANEL FOAM IN5ULATION L- - - -. — —. -- -- — -- — — —� -- — - — - �I ! I I I ! OVER 2X6 5TRUGTURAL DEGKINC. ! I ! V- 0 1) I 8 ,_ 3 >, Nr ! I ! I 1 ! ! ! i II 1 1 1 i !! ! CHIMNEY ! 1 ! I ! ! I ! A4,i I c\j I I I! !! I! _ _ I � 6 li J ( Ii I !! I 1 ! L _ ._ _. --_ ----__ � _ __. _.____ � ! ! 1 I I L_ ____- __.,._..,..... _ ._. _ - - _ - __ .....__ _ _____ _ -. t �t � LON 5LQPINC 5HED R OOFING 5Y5TEM_ ! ! 1 t ! ! I °" GOR —TEN RU5TEV METAL ON WATERPROOF i ( •� I t t 1'6 l MEMBRANE ON OVER NAIL BA5E PANEL I ! FOAM IN5ULATION OVER 4x(o RAFTER5 I ( ! } t t t � I 1 1 !! 1 I 1 L L._ ........,.._ _ _. _ __ __ ��_._ _. L J ___ __ �.. _. ._. fi I CUTTER AND DOWN5POUT, HEAT TAPE A5 NEEDED. ALL DOWN 5POUT5 ON THE 5OUTH 5IDE ARE TO BE RUN INTO A 50LID PIPE t UNDERDRAIN 5Y5TEM AND DAYLICHTED ON t {' THE WE5T 51DE5 cry _ I MEC.H. CHA5E TERMINATION --J T5TUCG0 BOX WITH GUT STONE GAP I r -I M a w. ri r -I M I' w. ri /Ir I' W_ r7l WINDOW TRIM (STUCCO WALL): 5TUC60 WRAP, NO TRIM - LOW 5LOPIN& SHED ROOFING 5Y5TEM- COR-TIN RUSTED METAL ON WATERPROOF MEMBRANE OVER PL(ND. 5HEATHIN6. STONE VENEER WALL CONSTRUCTION: 6' NOMINAL THICK RECTANGULAR CUT ASHLAR VENEER OVER THERMAL AND AIR INFILTRATION BARRIER OVER PLYNOOD SHEATHING. NOOD 51DIN6 (BARN): W NOM VERTICAL RECLAIMED BARN BOARD 510IN6 OVER THERMAL AIR INFILTRATION BARRIER (LAPPED TO DRAIN) OVER WALL 5HFATHIN6. (TYPICAL UNLE55 CALLED OUT A5 STANDARD) Ly ar 01 NK.,� 4$1 1 0 *# � 4& 0 Lj 0 0 u W L U m 1E 0 11 VIA Lu 11 MR ffiN 4 0mmma mom 0 no m no ommoom 0 =000 0 0 mommmmm a Mom=== woommom m mammon m 0 m mmmmmm=mm 0 0 ommozo V4000 SIDING (STANDARD): 8" NOM VERTICAL BOARD CdOlMr-7 nVr-12 THFPMAI Alit m Il m CUSTOM GARAGE DOOR WITH HORIZ. WOOD 510INO TO MATCH STANDARD" GUTTER AND DOWNSPOUT, HEAT TAPE A5 NEEDED. 5EE ROOF PLANS FOR LOGATION5. ALL DOWN 5POUT5 ON THE EAST SIDE ARE TO BE RU IN TO A 50 ID PIPE UNDERDRAIN 5Y5TEM AND DAYLI6HTEP ON THE NE5T 5IDE5. I • a 410 m - - - - - __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - _r _T — — — — — — — -- - — — — — — - — -- . ._._..._.-- .- + — — — — — — — — --- T- , - 1---- _......._------- _.._.._ — — — — — — — I — — — — — — — — — — — — — — — — — — LT -- - -_... — — — — ----......._..._...._ T L — — — — — — — — --- — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — --J_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 — — — — — — — — — — — — — — — — _l._.._...._... — — — — — — I — — — — — — — — — — — — T, A - - - - - - - - - - - - - - - - - -T! A I ------------------ if 1/4 = 1 1-011 ar 41110 44_ 003=0 a MOMOMMOOM MOM M=N= =mom MOM no= 0 ===am on MOM M 0=00000= :I,, r "S' k - 4 I E.1 1 �; -K E l k4 a% E ' LE1 1 WOOD 510IN6 (BARN): 5TU6GO WALL: b" NOM VERTICAL RECLAIMED STUCCO TO BE 5GORED WITH BARN BOARD 5101NO OVER METAL CHANNELS ALIGNING WITH THERMAL AIR INFILTRATION NINDON5 A5 5HONN. BARRIER (LAPPED TO DRAIN) OVER WALL SHEATHING. L L L � TIMBER BEAM TAILS 7 r T - zr —2.1: 1 L T 1 1. 77L.�7 - 71 L= L ____j L =7 '- ; r�=. - LL — j — - !z:i r :i� t�=� -u ' LS-IL t L _ j t z , 1 --I L J L L L '7 S �y T 'Lr 1� x. _j L= - - L- 7:U - 3 — ' - L L- T7 I L-- L. . J L y : -f f LQ L=7' L C AS -:—:ff L - - atJ MECH. CHASE TERIMINATION, 5TUGGO E30X WITH GUT -STONE GAP, 7 5� -X� Uij L::i:. ES37L��_' L LZ171=; i 1� -EL ZP N A ROOF CO 5TRUCTION: L L r'' L L L 4-7-1 A L L ASPHALT SHINGLES (40 YEAR) OVER L=-- r-:; G I it 7 WATERPROOF MEMBRANE (FULL GOVERA6E) -T j L OVER NAIL BASE PANEL FOAM IN5ULATION ra J:� 5TRUGTURAL DECKIN6. OVER 2X - 7 - F 71 - 1.7 .7 TLS�` FA5GIA GONSTRUGTION: �J - 4-- A L Ire, " I I =mam 4- 4- cn L -j— L 7 ".1 L'r.' FASCIA. 2Xb FA5GIA OVER 2XI2 SUB cow"', 6ALV, MTL. FLASHING WITH DRIP -EDGE. 1- J-j <L> 4 6ALV. MTL. GUTTER WHERE NOTED ON ROOF 1--j Y7Y LZ L - PLAN. H:5 =2 7 L it 5OFFIT GON5TRUGTION: F. ='X- -",F. 2X(q 5TRUCTURAL OFOKINO TO BE FIN15HED SOFFIT MATERIAL. IX6 DEGKIN6 NHERE T i L LLL - L I M `�-' - r'_ - 7' ° t.� - :—. '°— r ',_._. ' t -- '._._.� i!� - ' - i� . r� >�_u- :.:,�',r'� - -::— ' �- _�._,..1.,�- '.m_:- ,1- "_..r-_'� ._..:_tom-' - ,. 5TRU6TURAL NOT-NEEDEP. i t- EXTERIOR LIC7HT L- �05 L Le j :;I'L I L L FIXTURE - TYP. 7 .4 C5 /-khTHIED LEVEL= 125 -0 11 Ilk V T.O. FIN. 1008'-0 iF '.c - .� ,v�'v'yt`f.`# ��: <, � .. �. \�r.?:.�' • ( � � � � � � t � � I ' I III 00i F0 H WAN- Yi to Fs 9 -.4 LL t424 ION 0 - a li 11 C7 co Lu R �1 • T .___ I Q PROP05EV GRADE a j ED r--q a% E ' LE1 1 WOOD 510IN6 (BARN): 5TU6GO WALL: b" NOM VERTICAL RECLAIMED STUCCO TO BE 5GORED WITH BARN BOARD 5101NO OVER METAL CHANNELS ALIGNING WITH THERMAL AIR INFILTRATION NINDON5 A5 5HONN. BARRIER (LAPPED TO DRAIN) OVER WALL SHEATHING. L L L � TIMBER BEAM TAILS 7 r T - zr —2.1: 1 L T 1 1. 77L.�7 - 71 L= L ____j L =7 '- ; r�=. - LL — j — - !z:i r :i� t�=� -u ' LS-IL t L _ j t z , 1 --I L J L L L '7 S �y T 'Lr 1� x. _j L= - - L- 7:U - 3 — ' - L L- T7 I L-- L. . J L y : -f f LQ L=7' L C AS -:—:ff L - - atJ MECH. CHASE TERIMINATION, 5TUGGO E30X WITH GUT -STONE GAP, 7 5� -X� Uij L::i:. ES37L��_' L LZ171=; i 1� -EL ZP N A ROOF CO 5TRUCTION: L L r'' L L L 4-7-1 A L L ASPHALT SHINGLES (40 YEAR) OVER L=-- r-:; G I it 7 WATERPROOF MEMBRANE (FULL GOVERA6E) -T j L OVER NAIL BASE PANEL FOAM IN5ULATION ra J:� 5TRUGTURAL DECKIN6. OVER 2X - 7 - F 71 - 1.7 .7 TLS�` FA5GIA GONSTRUGTION: �J - 4-- A L Ire, " I I =mam 4- 4- cn L -j— L 7 ".1 L'r.' FASCIA. 2Xb FA5GIA OVER 2XI2 SUB cow"', 6ALV, MTL. FLASHING WITH DRIP -EDGE. 1- J-j <L> 4 6ALV. MTL. GUTTER WHERE NOTED ON ROOF 1--j Y7Y LZ L - PLAN. H:5 =2 7 L it 5OFFIT GON5TRUGTION: F. ='X- -",F. 2X(q 5TRUCTURAL OFOKINO TO BE FIN15HED SOFFIT MATERIAL. IX6 DEGKIN6 NHERE T i L LLL - L I M `�-' - r'_ - 7' ° t.� - :—. '°— r ',_._. ' t -- '._._.� i!� - ' - i� . r� >�_u- :.:,�',r'� - -::— ' �- _�._,..1.,�- '.m_:- ,1- "_..r-_'� ._..:_tom-' - ,. 5TRU6TURAL NOT-NEEDEP. i t- EXTERIOR LIC7HT L- �05 L Le j :;I'L I L L FIXTURE - TYP. 7 .4 C5 /-khTHIED LEVEL= 125 -0 11 Ilk V T.O. FIN. 1008'-0 iF '.c - .� ,v�'v'yt`f.`# ��: <, � .. �. \�r.?:.�' • ( � � � � � � t � � I ' I III 00i F0 u 53 I MIN L Elm g'g L-L CD :2 0 vg� :110 / SECOND -- VT.O. FIN. = 997 -O"' fi r\ FIRST MID LEVEL= Eli• -O A,\ -E- T.O. CONC. 987'-O"\-F / ,l �.. .� EIRS1 LEVEL =102'-O" A-, :L Lola. T.O. CONC. - T - TF t-IREPLAGE VENT - - - - - - - - - - - — - - - - - - — - — - - - - - - ----------- 1_,_• - - - - -- - r t - - - - - - - - - - : - - - - - - - - - - - — - - - - - - — - - - - - - - - - - - - - - - - - - - - STONE WAINSCOT CONSTRUCTION: STUGGO WALL: SLOPED 5AN05TONE CAP OVER 5TUGG0 TO BE 5GORED WITH - - - - - - - - - - - - - - 4 STONE VENEER OVER NATERPROOF METAL GHANNEL5 ALIGNING KITH L -° - - - - - - - - - - - - - - MEMBRANE OVER STUD AND PLYWOOD NINDONS A5 5HONN. TIMBER POSTS AND BRACES FRAME. RE: TIMBERFRAME PLAN sm, 4. ti rt LZ te r` L H WAN- Yi to Fs 9 -.4 LL t424 ION 0 - a - T C7 co Lu R �1 • T .___ I Q PROP05EV GRADE 47 1:1� u 53 I MIN L Elm g'g L-L CD :2 0 vg� :110 / SECOND -- VT.O. FIN. = 997 -O"' fi r\ FIRST MID LEVEL= Eli• -O A,\ -E- T.O. CONC. 987'-O"\-F / ,l �.. .� EIRS1 LEVEL =102'-O" A-, :L Lola. T.O. CONC. - T - TF t-IREPLAGE VENT - - - - - - - - - - - — - - - - - - — - — - - - - - - ----------- 1_,_• - - - - -- - r t - - - - - - - - - - : - - - - - - - - - - - — - - - - - - — - - - - - - - - - - - - - - - - - - - - STONE WAINSCOT CONSTRUCTION: STUGGO WALL: SLOPED 5AN05TONE CAP OVER 5TUGG0 TO BE 5GORED WITH - - - - - - - - - - - - - - 4 STONE VENEER OVER NATERPROOF METAL GHANNEL5 ALIGNING KITH L -° - - - - - - - - - - - - - - MEMBRANE OVER STUD AND PLYWOOD NINDONS A5 5HONN. TIMBER POSTS AND BRACES FRAME. RE: TIMBERFRAME PLAN sm, 4. ti rt LZ te r` L H WAN- Yi to Fs 9 -.4 LL t424 ION vVT.O. m ld - T C7 co Lu �1 • T .___ I - T Ah FIR$j Ll 9 -.4 LL t424 ION vVT.O. CONC, 985'-0 - T C7 co Lu �1 • T .___ I Q PROP05EV GRADE 47 1:1� j ED r--q _ _ ____ _ LL 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING GRADE: - T Ah FIR$j Ll 1/41f vVT.O. CONC, 985'-0 .___ I ( PROP05EV GRADE 47 1:1� — _ _ ____ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING GRADE: - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - L - -- .,_.•----- L- - - -- - - -_ ..__L_---------- ._..._- ,.__... APPROX. LOCATION � 5HONN DA5HED, HOOD SIDING - (STANDARD): STUCCO WALL: WINDOW TRIM (WOOD WALL): 8" NOM VERTICAL BOARD51DINC5 5TUGCO TO BE5GORED WITH S" HOOD HEADER OVER THERMAL AIR INFILTRATION METAL CHANNELS ALIGNING KITH b" HOOD JAMBS, 5ILL BARRIER (LAPPED TO DRAIN) ' N '0 � 5 'r-'1" USE A - WEST ELEVA ION OVER WALL SHEATHING. , -T 1/41f d1b m El ItL= = 11 a I CI X STONE CHIMNEY GON5TRUGTION-. STONE VENEER H/ GUT -STONE CAP AND SLOPED METAL ROOFING 5HROUP 33' HEI67HT LIMIT SHOWN AT EDGE OF ELEVATION ONLY TIMBER BEAMS WITH EXPOSED PROFILED TAIL / LEVEL=125'-0" 7 7 'VT.O. FIN, = 1008 -5' A&SECOND LEVEL= 114'-0" 0 NVT.O. FIN. 997'Z LU CD LL. x z (� I � ! I s LL W V I FT EF ID LEVEL=104'-O" FIRST MID-L .0. CONC, 987'-0" I i ,.__*. T.O.CONC. % mill — FIRST LEVEL=102 gi ...,J:dr. FIRST LEVEL=102' CONC. 985'- — — — — — — — — — — — — — — — — — T.O. CONC. 985-0" r - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 r f- - L 114 = I I-oty L — — — — — — — — — — — r - - - - - - - - 7 - - - - - -- II r ir - - - - _. - - - 7 I--- — — I Lu TIMBER POST AND BRACE RE- T -RFRAME Dk465. IMBE 14 l a im d1b m El ItL= = 11 a I CI X STONE CHIMNEY GON5TRUGTION-. STONE VENEER H/ GUT -STONE CAP AND SLOPED METAL ROOFING 5HROUP 33' HEI67HT LIMIT SHOWN AT EDGE OF ELEVATION ONLY TIMBER BEAMS WITH EXPOSED PROFILED TAIL / LEVEL=125'-0" 7 7 'VT.O. FIN, = 1008 -5' A&SECOND LEVEL= 114'-0" 0 NVT.O. FIN. 997'Z LU CD LL. x z (� I � ! I s LL W V I FT EF ID LEVEL=104'-O" FIRST MID-L .0. CONC, 987'-0" I i ,.__*. T.O.CONC. % mill — FIRST LEVEL=102 gi ...,J:dr. FIRST LEVEL=102' CONC. 985'- — — — — — — — — — — — — — — — — — T.O. CONC. 985-0" r - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 r f- - L 114 = I I-oty L — — — — — — — — — — — r - - - - - - - - 7 - - - - - -- II r ir - - - - _. - - - 7 I--- — — I 0 a Z� 9 Lu TIMBER POST AND BRACE RE- T -RFRAME Dk465. IMBE 0 a Z� 9 V1 � c� ••A Q0 I 11 0 1 10 00=mmm==m no now MON=== M 0 0 0 0 mono M a mom woo No am MON= ON== am== on= 1=0 0 - 4& GU5TOM GARAGE DOOR WITH HORIZ. HOOD 51 DING TO MATCH STANDARD" STUCCO HALL: 5TUGGO 1 BE 5 WITH METAL GHANNEL5 ALIONINO WITH WINDOWS A5 SHOWN. -, MECH. CHASE TERIMINATION, LOW SLOPING SHED ROOFING SYSTEM: 5TUGGO BOX WITH 6OR-TEN RUSTED METAL ON WATERPROOF GUT -STONE CAP. MEMBRANE OVER PLYND. SHEATHING. --- TIMBER BEAM TAILE, 1 s= 2X& CORNER TRIM (TYP) i -* r t: L . r T r. T-r 1-3-:; ' ' _ ( , __ r 5y 1'� j i ' IT L I _1 T'. A-7 1 L T - 7 L D7 _3 !J - J L - 1 A i 1 7 T 71 11 i6i El , iii I • lj 0 L AmTHIRD LEVEL=123'-0 • • r 7- 'IV U. FIN, 1006'-0" � :7 1 T - I. NOOD 510IN6 (BARN) b" NOM VERTICAL RECLAIMED i tl !h _4 I BARN BOARD SIDING OVER F E • .. • . • ,' • . • . � 5 � - I � t � ` � .. I . , � � �._ � � THERMAL AIR INFILTRATION BARRIER (LAPPED TO OR/ I GARAGE LEVEL=117'- \IN) OVER WALL SHEATHING. W C) /-�SECQNQ LEVEL=) 12'-0' -0 11 - - - - 'V T.O. FIN. 995 __T J. -1- 4- FIRST, MR. L EVEL- 105' -0 " -c I �) — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — I T.O. CONE. 988'-0 I --_.-------- ------------- _._— _.._ - -- — — — — — — — — — — — — PROPOSED GRADE / LEVEL= 100 FIRST LEVEL=100'-O" — — — — — — — — — — — - — — — — — ------ — — — — — — — — — — — ---- --- IVT,O. CONC. = 983'-0" T.D. CONC. r — 7 - — — — — — — — — — — — — — — -------- - - - - -- — — — — — — — — — — - L__!_ _._. -.._. - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - EXISTING GRADE: r -L r - — — — — — — — — — — — — — — — — — — — — — — — — - r l — — — — — — — — — — — — — — — -F -1- APPROX. LOCATION — — — — — — — — — — — — — — — — — — — — — — — I — — •— — — — — — — — — — — — — — - SHOWN DASHED. CL EXTERIOR LIGHT T 5TONE VENEER WALL CONSTRUCTION: _,"HINDON TRIM LHOOD WALL: WINDOW TRIM (STUCCO 5JUCGO WALE: FIXTURE - TYP:- 6" NOMINAL THICK REGTANCvULAR GUT e5" WOOD HEADER 5TUGGO WRAP, NO TRIM STUCCO TO BE SCORED WITH ASHLAR VENEER OVER THERMAL AND 6" WOOD JAMBS, 5ILL METAL GHANNEL5 ALIGNING WITH AIR INFILTRATION BARRIER OVER WINDOWS A5 51-IONN. PLYWOOD SHEATHING, 1/4 = 11-011 FA5616 CONSTRUCTION: 2X8 FASCIA OVER 2X1.2 SUB - FASCIA. 6ALV. MTL, FLA5HIN6 WITH DRIP -EDGE. ROOF PLAN. SOFFIT CONSTRUCTION: 2X6 STRUCTURAL DECKING TO BE FINISHED SOFFIT MATERIAL. IX6 0156KIN6 WHERE STRUCTURAL NOT-NEEDED. lW4* ftxmMmMMM= M W 0 0 0 mow 0 = 0 0 0 0 0 0 0 0 0 0 = 0 0 0 = 0 No = 0 0 0 = =0 0 0 0 = = No = = =0 0 s000v I I • lj 0 L AmTHIRD LEVEL=123'-0 • • r 7- 'IV U. FIN, 1006'-0" � :7 1 T - I. NOOD 510IN6 (BARN) b" NOM VERTICAL RECLAIMED i tl !h _4 I BARN BOARD SIDING OVER F E • .. • . • ,' • . • . � 5 � - I � t � ` � .. I . , � � �._ � � THERMAL AIR INFILTRATION BARRIER (LAPPED TO OR/ I GARAGE LEVEL=117'- \IN) OVER WALL SHEATHING. W C) /-�SECQNQ LEVEL=) 12'-0' -0 11 - - - - 'V T.O. FIN. 995 __T J. -1- 4- FIRST, MR. L EVEL- 105' -0 " -c I �) — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — I T.O. CONE. 988'-0 I --_.-------- ------------- _._— _.._ - -- — — — — — — — — — — — — PROPOSED GRADE / LEVEL= 100 FIRST LEVEL=100'-O" — — — — — — — — — — — - — — — — — ------ — — — — — — — — — — — ---- --- IVT,O. CONC. = 983'-0" T.D. CONC. r — 7 - — — — — — — — — — — — — — — -------- - - - - -- — — — — — — — — — — - L__!_ _._. -.._. - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - EXISTING GRADE: r -L r - — — — — — — — — — — — — — — — — — — — — — — — — - r l — — — — — — — — — — — — — — — -F -1- APPROX. LOCATION — — — — — — — — — — — — — — — — — — — — — — — I — — •— — — — — — — — — — — — — — - SHOWN DASHED. CL EXTERIOR LIGHT T 5TONE VENEER WALL CONSTRUCTION: _,"HINDON TRIM LHOOD WALL: WINDOW TRIM (STUCCO 5JUCGO WALE: FIXTURE - TYP:- 6" NOMINAL THICK REGTANCvULAR GUT e5" WOOD HEADER 5TUGGO WRAP, NO TRIM STUCCO TO BE SCORED WITH ASHLAR VENEER OVER THERMAL AND 6" WOOD JAMBS, 5ILL METAL GHANNEL5 ALIGNING WITH AIR INFILTRATION BARRIER OVER WINDOWS A5 51-IONN. PLYWOOD SHEATHING, 1/4 = 11-011 FA5616 CONSTRUCTION: 2X8 FASCIA OVER 2X1.2 SUB - FASCIA. 6ALV. MTL, FLA5HIN6 WITH DRIP -EDGE. ROOF PLAN. SOFFIT CONSTRUCTION: 2X6 STRUCTURAL DECKING TO BE FINISHED SOFFIT MATERIAL. IX6 0156KIN6 WHERE STRUCTURAL NOT-NEEDED. lW4* ftxmMmMMM= M W 0 0 0 mow 0 = 0 0 0 0 0 0 0 0 0 0 = 0 0 0 = 0 No = 0 0 0 = =0 0 0 0 = = No = = =0 0 s000v THIRD LEVEL= 1 23'-O"4L T.O. FIN. = 1006'-O"--F FIRST LEVEL= 100'-0'4 T.O. CONC. :;� _983' _o e� r oil — �it�i ii�i�« i��,��i�� viii iii � � � i _ �� , � �,�� iE «�i�,� iii ��llll�,i i�i�� 4 It FFU poi STONE GHIMNEY GON5TRUGTION: r- 1= k /=k 1==n W / /- t 1r r_'T It= YlUL.&/ ( b" NOM VERTIGAL BOARD 510INC-7 OVER THERMAL AIR INFILTRATION BARRIER (LAPPED TO DRAIN) OVER WALL 5F]EATHINO. '___ RE: TIMBERFRAME PLAN ROOF CON5TRUCTION: ASPHALT 5FIIN6LF_5 (40 YEAR) OVER WATERPROOF MEMBRANE (FULL COVERAGE) OVER NAIL BA5E PANEL FOAM INSULATION OVER 2X6 5TRUCTURAL DEGKIN6. Iml PER N / FIRST LEVEL=100 T.Q. CONC. 983'-0 LI 1 A lf = 1 $-Off ARAGE LEVEL=117'-0" CONC. = 1000'-0" RWWRWAH� Iml I Un CD I 33 FOOT FIE16HT LIMIT LINE (5HONN AT FACE OF ELEVATION) NOQD 51PINCB (BARN):. 8" NOM VERTICAL RECLAIMED BARN BOARD 5101NO OVER THERMAL AIR INFILTRATION BARRIER (LAPPED TO DRAIN} OVER WALL 5HEATHIN6. (TYPICAL UNLE55 CALLED OUT A5 5TANDARD) 51J LLVt.L= I Z3 — U A FIN. = 1006'-0 "'-P W OOD 51DIN& (5TANDARD): b" NOM VERTICAL BOARD 510IN6 OVER THERMAL AIR INFILTRATION BARRIER (LAPPED TO DRAIN) OVER WALL SHEATHING. fl�il� i. - TL Jt� 181" -T -2 NQ LEVEL=1 12 ---LL 11- -- I L 0. FIN. T- 995'-0" `-P ,. I I i I 1. .. �� i ..v i i I i i I I � � tYt`� IL --J... 1:_ J .-A LEVEL 3NC, 983'-0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r Tj- - - - - - - - - - - - - --- - - - - - - - - - - - - M 5, �T 't' i t I 1 1 i I ( I � �� .r _ L J- 1 .4 Lo I �i AkTHIRD LEVEL=123'-O': 1 i ... .; . � IV T.O. FIN, 1006'-0' LJ J! Lr —0' SECOND LEVEL -112 EL=1 12' T�0. FIN, 995' 0" F - FIRST MID LEVEL=105'-0 " 'IV T.O. CONC. 988'-0" J L I /-6 FIRST LEVEL= 100-0" — _. _. — — .— L -- - - - - __...._....._.... -- - - - - - - - - - - - - --- r - 117 - - - - - - - - - - - - - - ._ — 7 1 VT.0. CONC. 983'-0 - - - " - - - - - - - - - — - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - ......... - - - — - - - - - - - - - - - - - - - - - - __- L - __------- ....._ - --- - - - - - - - - S H OUSE B SOUTH ELEVATIO N HOUSE B NORTH ELEVATION 114 = 1 1-011 1 {4 = 1,-a„ STONE VENEER OVER WATERPROOF z MEMBRANE OVER 5TU[> AND PLYWOOD FRAME. '2I c/n • • mom I A I • I Un CD I 33 FOOT FIE16HT LIMIT LINE (5HONN AT FACE OF ELEVATION) NOQD 51PINCB (BARN):. 8" NOM VERTICAL RECLAIMED BARN BOARD 5101NO OVER THERMAL AIR INFILTRATION BARRIER (LAPPED TO DRAIN} OVER WALL 5HEATHIN6. (TYPICAL UNLE55 CALLED OUT A5 5TANDARD) 51J LLVt.L= I Z3 — U A FIN. = 1006'-0 "'-P W OOD 51DIN& (5TANDARD): b" NOM VERTICAL BOARD 510IN6 OVER THERMAL AIR INFILTRATION BARRIER (LAPPED TO DRAIN) OVER WALL SHEATHING. fl�il� i. - TL Jt� 181" -T -2 NQ LEVEL=1 12 ---LL 11- -- I L 0. FIN. T- 995'-0" `-P ,. I I i I 1. .. �� i ..v i i I i i I I � � tYt`� IL --J... 1:_ J .-A LEVEL 3NC, 983'-0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r Tj- - - - - - - - - - - - - --- - - - - - - - - - - - - M 5, �T 't' i t I 1 1 i I ( I � �� .r _ L J- 1 .4 Lo I �i AkTHIRD LEVEL=123'-O': 1 i ... .; . � IV T.O. FIN, 1006'-0' LJ J! Lr —0' SECOND LEVEL -112 EL=1 12' T�0. FIN, 995' 0" F - FIRST MID LEVEL=105'-0 " 'IV T.O. CONC. 988'-0" J L I /-6 FIRST LEVEL= 100-0" — _. _. — — .— L -- - - - - __...._....._.... -- - - - - - - - - - - - - --- r - 117 - - - - - - - - - - - - - - ._ — 7 1 VT.0. CONC. 983'-0 - - - " - - - - - - - - - — - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - ......... - - - — - - - - - - - - - - - - - - - - - - __- L - __------- ....._ - --- - - - - - - - - S H OUSE B SOUTH ELEVATIO N HOUSE B NORTH ELEVATION 114 = 1 1-011 1 {4 = 1,-a„ STONE VENEER OVER WATERPROOF z MEMBRANE OVER 5TU[> AND PLYWOOD FRAME. '2I c/n mom at doom ui 0 I qM dM • • • I qM dM .......... .......... -Mal" R AW YYff ��tTi • ,. � .......... .......... -Mal" Aft5 a I r ARM LEVEL= 125'-0" 'IN. = 1008'-0 I LEVEL= 114 -O" ,-N 1. - 997'-0 -VEL- 102' -O" VC. 985 -O I 1^ 0 0 o �� ' ° ate U- � I z w 2 l� v T° 1J D F- LL �¢ S OG I L! 0 H OUSE SECTIO 3/8 11 = 1 1-011 i •i w • • r •a rrt • �► k � S M M � f i .yr . • 1 1 s i +w �1 • s I� w a �r • Aft5 a I r ARM LEVEL= 125'-0" 'IN. = 1008'-0 I LEVEL= 114 -O" ,-N 1. - 997'-0 -VEL- 102' -O" VC. 985 -O I 1^ 0 0 o �� ' ° ate U- � I z w 2 l� v T° 1J D F- LL �¢ S OG I L! 0 H OUSE SECTIO 3/8 11 = 1 1-011 i •i w •a � k � S M M � f i .yr . 1 1 +w �1 w � w r ww'••w �` s A ? � •i w •a � .mow war w► +w �1 w � w r 3/8 = I f-01111 m SECOND LEVEL=114'-0", MPT.O. FIN. = 997'-0" C-4 /-b, FIRST LEVEL= 1 02'-0" T.O. CONC. 985'-T m HOUSE A - BUILDING SECTION 3/8 ® Huff) sw U_ LU z m HOUSE A - BUILDING SECTION 3/8 ® Huff) ar sw r. dip • 3 ar r * - H �OU SE A �-B L�D I N EC T[l O�N sw r. dip 3 pry r * - H �OU SE A �-B L�D I N EC T[l O�N dip r * - H �OU SE A �-B L�D I N EC T[l O�N iLl ,GARAGE LEVEL= 11 _/'-Q" "iVT.O. CONC. = 1000'-0 MASTER BEDROOM ALL INTERIOR HINDON, DOOR, BASE AND CASE TRIM TI30 I MECH ..... ..... i FIRST LEVEL= 1 02'-G I T.O. CONC. 985 0 F EXISTING GRADE 15HOHN DASHED} 1 A lf = 1 1-011 J� , SECOND LEVEL=114'-0" NO 'VT.O. FIN. = 997 0' C) BEDROOM #1 C !if i t L If FIT LIMIT EXISTING GRADE (SHOWN DASHED) 1/4 = 1 1-011 M� 121, I m a a HOUSE B - BUILDING SECTION §" =]S` 1 C) C-11 U. (V - --------- �L- Lu 0 LL Mae uj af f � � IL � Lu 0 HOUSE B - BUILDING SECTION §" =]S` 1 C) C-11 U. (V - --------- �L- Lu 0 HOUSE B - BUILDING SECTION §" =]S` 1 Mae � [ _ � � � } AT } � »�� Mae 4w m I� • rt rw Ila ri r. ri rw • Olt I� rt rw r. ri rw • Olt di aplb OM • Olt • aplb 'EF21 C13 4-4 m f f 0 V- LU U-1 0 ii all 'EF21 C13 4-4 m f f 0 V- LU U-1 0 ii it 1- 7 -0 FIRST MID LEVEL=105-0"- T.O. CONC. 988'-0" MIP � - 10 , 111016,11111 I I IV ENTRY FOYER MASTER MIME � , . � � 1-003:3 il 1 11 1 W Ir r I-EVEL=124'-O" T,O. FIN. = 1006'-0" E7 j A&SECOND LEVEL=112'-Q ' � NV T.O. FIN. - = - 0 U- 00 LU C) Lu 0 -j U- (u- 0 11111 ' INS !U1,1 Doi 1- 7 -0 FIRST MID LEVEL=105-0"- T.O. CONC. 988'-0" MIP � - 10 , 111016,11111 I I IV ENTRY FOYER MASTER MIME � , . � � 1-003:3 il 1 11 1 W Ir r I-EVEL=124'-O" T,O. FIN. = 1006'-0" E7 j A&SECOND LEVEL=112'-Q ' � NV T.O. FIN. - = - 0 J LEVEL=100'-0" CONC. 983'-0" 1 -1 WL' Lei m xm 3 18 = 11-011 U- 00 LU C) Lu 0 J LEVEL=100'-0" CONC. 983'-0" 1 -1 WL' Lei m xm 3 18 = 11-011 U- 00 UJ C) z -j U- (u- 0 J LEVEL=100'-0" CONC. 983'-0" 1 -1 WL' Lei m xm 3 18 = 11-011 LON 5LOPING 6HED ROOFING SYSTEM: GOR -TEN RUSTED METAL ON WATERPROOF MEMBRANE ON OVER NAIL BASE PANEL FOAM INSULATION OVER 4x6 RAFTERS " 4X6 TIMBER RAFTERS AT LOCATIONS W1TH THE OTHER UNIT HAS LE55 THAN 2" -6" OF VERTIAL SEPARATION: -- -- z BETWEEN ROOF JOI5T5 /TRU5SE5, ADD (1) LAYER OF g" TYPE "X"" GWB AT UNDERSIDE OF ROOF 5HEATHIN6, FOR THE 015TANCE OF 4' -0 " FROM PARTY WALL, IF ROOF 15 WITHIN 50" IN HE1614T OF OTHER UNITS ROOF CONFIRM STRUCTURAL REGiUIREMENT5 FOR PLYWOOD 5HEATHING SHEAR WALL CONSTRUCTION RE: STRUCTURAL MOS. IiR - ' NAIL BASE PANEL (FOAM PANEL WITH J" PLYWOOD ON T46 OEGKiNG ON 4x6 RAFTERS VAPOR BARRI ER/RETADER 4 LAYERS EXTERIOR GRADE 5/8" GWB TYPE -- X (DRYWALL) 6ONT INUOU5 FROM FOUNDATION TO ROOF SHEATHING 3" GAP BETNEEN STUDS R -Iq BATT INSULATION GONG SLOPED TO DRAIN OVER PLYWD. 5HEATHIN6 OVER JOISTS GANTILiEVERED STEEL 2 LAYERS EXTERIOR GRADE 516" GWB TYPE - X (DRYWALL) - *ARTYWALL DETAIL 3 » 01 1/211 ^ 1 1 - 011 n � Hour Noll and 55 -5g 5TG RATING (each Side Of property line) GontraGtor Options: GA FILE NO. NP 5510 GENERiG I HOUR FIRE 55 to 5q 5TC SOUND Thickness: 4 7/8 " Approx. Welght: 7 p5f Fire Test: UL R3501 -47, -48, q- 17 - 65, Design U50q; UL R131q- 12q,7- 22 -70, UL Design U314 sound Test: NGG 2404,10-14- GYPSUM WALLBOARD, WOOD 5TUD5 one layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 24" o.c. with 6d coated nails, 1 7/8" long, O.Og15 " shank, 1/4" heads, 7" o.c. Joints staggered 24" on opposite sides. (LOAD - BEARING) GA FILE NO. NP 3514 6ENERIG 1 HOUR FIRE 55 to 3q 5TG SOUND Thickness: 4 5/4" Approx. Welght: 7 psf Fire Test: 5WRi 01- 4511 -61q, B -Iq -q2 Sound Test: See WP 3520 (&&Fl N6- 246FT, 7 -2 -65) GYPSUM NALLBOARD, WOOD 5TUD5 One layer 5/8 " type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. with 1 1/4 " Type W drywall screws 12" o.c. .points staggered 16" on opposite sides. (LOAD- BEARING) GA FILE NO. NP 3520 GENERIG I HOUR FIRE 35 to 3q 5TG SOUND Thickness: 4 7 /5"° Approx. Weight: 7 psf Fire Test: FM WP ciO, 8 -21 -67 Sound Test: 60 NO- 246FT, 7 -2 -65 GYPSUM NALLBOARD, HOOD_5TUD_5 one layer 5/8 " type X plain or predecoroted gypsum wallboard applied parallel to each side of 2 x 4 wood Studs 24" o.c, with bd coated nails, 1 7/8" long, O.Ogl5 " shank, 1/4" heads, 7 " o.c. at Joints and top and bottom plates and 3 /5" beads of adhesive at intermediate Studs. Joints staggered 24 " on opposite sides. (LOAD - BEARING) WINDOW SCHEDULE WINDOW # STYLE SIZE SIZE WIDTH HEIGHT 100 CASEMENT 3' -0" 4 -6' 101 CASEMENT 3'-0 4 > -6" 102 CASEMENT 3' -0" 4' -6" 103 CASEMENT 3 4' -6 104 AWNING 3' - 0 " 2 105 AWNING 3' -0' 2'...6 106 DOUBLE HUNG 2' -6" 6 WINDOW SCHEDULE WINDOW # WINDOW # STYLE SIZE HEIGHT WIDTH HEIGHT 200 PICTURE 1' -6" 6' -0" 201 PICTURE 1 -6" 6' -0" 202 CASEMENT 3'--0" 6' -0" 203 PICTURE 1 6 204 PICTURE 1' -8" 6' -0" 205 CASEMENT 3' -0" 6' -0 206 PICTURE 3' --0 1' -8" 207 AWNING 3' - 0 " 1' - 8" 208 PICTURE 4' -0" 5' -6" 209 AWNING 3' -0" 1' - 8 " 210 PICTURE 2' -6" 2 -0 211 CASEMENT 3' -0" 5 —O" 212 AWNING 3' -0 2' -0" 213 PICTURE 3' —O 2' -0" 214 PICTURE 4 5' -0" 215 PICTURE 4' -0" 2' -'O 216 PICTURE 4' -0" 2' -0 217 CASEMENT 3' -0 5' -0" 218 AWNING 3 -0" 2' --0 219 PICTURE 3' -0" 2' -0" 220 CASEMENT 2' -8" 5' -0" 221 PICTURE 2 2' --0 222 PICTURE 2' -8" 2 223 PICTURE 3' -8" 5' -0 224 PICTURE 3 -8 2 225 PICTURE 3' -8 2' -0" 226 CASEMENT 2' -8" 5 --0 227 PICTURE 2' -8" 2' —O" 228 PICTURE 2 0 --8 1 ' 2' —O 229 AWNING 3' -0" 2' -0" 230 PICTURE 4' --6 5' -6" 231 AWNING 4' -6" 2' —O 232 PICTURE 4 3 233 PICTURE 5' -6" 5' -6" 234 AWNING 5' -6" 2' —O" 235 PICTURE 5' -6" 3' -0" 236 PICTURE 4' - 6" 5' - 6" 237 AWNING 4' -6 2 238 PICTURE 4' -6" 3 239 CASEMENT 3' -0" 5' -0" 240 PICTURE 3' -0" 3' -0" 241 DOUBLE HUNG 2' -6" 5 242 CASEMENT 3' - 5 -0 243 PICTURE 4' -0" 5' -0" 244 CASEMENT 3' -0" 5'--0" 246 CASEMENT 2' -0" 5'--0" WINDOW SCHEDULE WINDOW # STYLE SIZE WIDTH HEIGHT 300 PICTURE 3' -0" 2' -0" 301 PICTURE 3' -0" 2' -0" 302 PICTURE 3' -0" 2' -0" 303 PICTURE 3' -0" 1' -8 304 PICTURE 3' -0" 1' -8" 305 PICTURE 3' -0" 1'--8" 306 AWNING 2' -0" 2'--0" 307 CASEMENT 3' -0" 4' -0" 308 PICTURE 1' -8" 4' —O 309 PICTURE 1' -8" 4' -0' 310 CASEMENT 3' -0" 4' -0" 311 PICTURE 3' -0" 1' -10" 312 AWNING 3' -0" 1' -6" 313 CASEMENT 3' -0" 5' -0" 314 AWNING 2'--8" 1' -6" 315 CASEMENT 2' -8" 5' -0' 316 AWNING 2'-8 1'_6" 317 CASEMENT 2'--8" 5' -0" 318 AWNING 2'--8" 1' -6" 319 PICTURE 2' -8" 2' -10" 320 PICTURE 3'--0" 1' -10" 321 PICTURE 3' -0" 1' -10" 322 PICTURE 3' -0" 1' -10" 323 PICTURE 3' -0" 1 324 PICTURE 3'-0" 1'--6" DOO SCHEDULE • STYLE SIZE A WIDTH HEIGHT pu® • M ' MI�� 101 DOUBLE HUNG 2' -4" 5' -0" 102 DOUBLE HUNG 2' -4" 5' -0" 103 CASEMENT 3'--0" 6' -0' • AWNING i � I 105 PICTURE 5' -0" 6' -0" 106 PICTURE 5' -0" 2, —O„ 107 CASEMENT 3' -0" 6 108 AWNING 3 i 109 CASEMENT 3'--0" 5'--0" 110 PICTURE 4 -0 5' -0" 111 CASEMENT i s MMI ! III 2' -0" i IMI : ! VIII 5' --0" 114 DOUBLE HUNG 2'-6" 5' -0 115 DOUBLE HUNG 2' -6" 5' -0" 116 DOUBLE HUNG 2' -6" 5' --•0" 217 CASEMENT 2' -4" 5, —O„ 218 CASEMENT 2' -4') 5, —O,) 219 DOUBLE HUNG 2' -4" 4'-8" 220 CASEMENT 2' -8" 4' -6" 221 PICTURE �mM=I 4' - 6' 1 222 CASEMENT 2' -8' DOOR SCHEDULE If STYLE SIZE A WIDTH HEIGHT pu® • MMIMMI 5' -0 101 DOUBLE HUNG 2' -4" 5' -0" 102 DOUBLE HUNG 2' -4" 5' -0" 103 CASEMENT 3'--0" 6' -0' 104 AWNING 3' -0" 2' -0" 105 PICTURE 5' -0" 6' -0" 106 PICTURE 5' -0" 2, —O„ 107 CASEMENT 3' -0" 6 108 AWNING 3 i 109 CASEMENT 3'--0" 5'--0" 110 PICTURE 4 -0 5' -0" 111 CASEMENT i s MMI ! III 2' -0" � i 113 i VIII 5' --0" 114 DOUBLE HUNG 2'-6" 5' -0 115 D OO R WINDOW # STYLE SIZE � WIDTH HEIGHT i i� • • i�� 5' -0 101 DOUBLE HUNG 2' -4" 5' -0" 102 DOUBLE HUNG 2' -4" 5' -0" 103 CASEMENT 3'--0" 6' -0' 104 AWNING 3' -0" 2' -0" g WINDOW SCHEDULE WINDOW # STYLE SIZE � WIDTH HEIGHT 100 PICTURE 2'-4 5' -0 101 DOUBLE HUNG 2' -4" 5' -0" 102 DOUBLE HUNG 2' -4" 5' -0" 103 CASEMENT 3'--0" 6' -0' 104 AWNING 3' -0" 2' -0" 105 PICTURE 5' -0" 6' -0" 106 PICTURE 5' -0" 2, —O„ 107 CASEMENT 3' -0" 6 108 AWNING 3 2' -0" 109 CASEMENT 3'--0" 5'--0" 110 PICTURE 4 -0 5' -0" 111 CASEMENT 3' -0" 5' -r-0" 112 DOUBLE HUNG 2' -0" 4' -0" 113 DOUBLE HUNG 2' -6" 5' --0" 114 DOUBLE HUNG 2'-6" 5' -0 115 DOUBLE HUNG 2' -6" 5' -0" 116 DOUBLE HUNG 2' -6" 5' --•0" WIND SCH EDULE WINDOW # STYLE SIZE � WIDTH HEIGHT 200 CASEMENT 3' -0" 4'--0" 201 PICTURE 3' -0 4' -0 202 PICTURE 3'-0" 2, -6)) 203 PICTURE 3' —O" 2' -6" 204 CASEMENT 2' -6" 4' —O), 205 AWNING 2' -8" 1'...8') 206 AWNING 2' -8" 1' -8" 207 AWNING 2' -8" 1 208 DOUBLE HUNG 2' -4" 4' --0' 209 PICTURE 2' —Q" 8' —O" 210 PICTURE 2' -0') 3' -6), 211 PICTURE 2'•-0" 2'-0" 212 PICTURE 4' -0 3'-6' 213 PICTURE 2' -6" 29_0`) 214 PICTURE 2' -0" 8' -0" 215 PICTURE 2' --0') 3) -6 >) 216 PICTURE 2' -6" 2' -0" 217 CASEMENT 2' -4" 5, —O„ 218 CASEMENT 2' -4') 5, —O,) 219 DOUBLE HUNG 2' -4" 4'-8" 220 CASEMENT 2' -8" 4' -6" 221 PICTURE 4' -0" 4' - 6' 1 222 CASEMENT 2' -8' 4' -6 223 CASEMENT 3' -0" 4'-0" 224 CASEMENT 3'--0" 4' -0" 225 CASEMENT 3' -0" 4' -0 226 PICTURE 3' -0' 3' -0 227 CASEMENT 3' -0" 4' -0,) 228 PICTURE 3 ' - 0)) 3' - 01, 229 PICTURE 3 $ -a )) 3 1 -0 11 230 PICTURE 4' -0" 3 231 PICTURE 4' —O 3' -0 232 PICTURE 2' -6" 31-0,) 233 PICTURE 4' --6' 6' -0" 234 AWNING 4'-6" 2' -O 235 PICTURE 4' -6" 21-0„ 236 PICTURE 5' -6" 6 ---0' 237 AWNING 5' -6" 2' --0 238 PICTURE 5' -6' 2' -0 239 PICTURE 4' -6" 6' -0" 240 AWNING 4 --6 2 241 PICTURE 4'--6" 2'•-0" 242 PICTURE 4'--0" 5' -6" 243 PICTURE 4' -0" 3' -0" 244 DOUBLE HUNG 2' -6' 5' -0" 245 DOUBLE HUNG 2' -6' 5' -0" 246 DOUBLE HUNG 2' -6" 5 247 DOUBLE HUNG 2' -6" 5'--0" 248 CASEMENT 3' -0" 4' —O 249 PICTURE 3' -0" 4' -0" 250 CASEMENT 3' -0" 4' -0" 251 PICTURE 3' -0" 4' -0" 252 CASEMENT 3' -0" 4' -0" 253 PICTURE 3' -0 4' -0" 255 PICTURE 2' -0" 2' -0 256 PICTURE 3' -0" 2 -0" 257 PICTURE 2' -0" 1 2' -0" WIN � i • "` I, � � � N� �N N� ' ~ ��il:ilil i, i ii 4 i i i ` • ` i WINDO WINDOW MFGR �I i i i • � I i • i 111 • rR II I � i • "` I, � � � N� �N N� ' ~ ��il:ilil i, i III WINDO WINDOW MFGR �I i i i • � I i • i 111 • D OO R It i, i III WINDO WINDOW MFGR i • i 111 • GENERAL WINDON AND 000S NOTES: I REFER TO EXTERIOR ELEVATIONS AND PROVIDE HINDOHS SHOHN MULLED TOGETHER AS MULLED UNITS. 2 EXTERIOR PATIO DOORS ARE TO BE PROVIDED BY THE HINDOW MANUFACTURE. REFER TO ELEVATIONS. S WHEN GALLED OUT SIZE 15 NOT AVAILABLE, REVIEW THE NEXT LARGER STANDARD SIZE BEFORE SPEGIFYING CUSTOM. COORDINATE WITH STRUCTURAL ENGINEER AS NEEDED. 4. WINDOW5 AND PATIO DOORS SHOULD BE ORDERED WITH 4� JAMBS. WINDOWS WITHIN HALLS WITH THE EXTERIOR MATERIAL AS STONE VENEER OR HOOD SHALL REQUIRE FINISHED TRIM JAMB EXTENSIONS. THESE EXTENSION SHALL BE PROVIDED BY THE TRIM CARPENTER. THE UNITS SNITHIN STUCCO WALLS ARE INSET 2" HHIGH HILL NOT REQUIRE EXTENSIONS. 2x12 SHIP -LAP VERTICAL WOOD SIDING (10" EXP05ED TO VIEW / FACE) ON THERMAL AND AIR INFILTRATION BARRIER ON r PLYWOOD SHEATHING " GWB ON 2Xb „�" GWB ON 2X6 •° "- - EXTERIOR WALL EXTERIOR WALL STU05. R -21 BATT { }} STUDS. R--21 BATT"_ v INSULATION BETWEEN _ FLA5HIN& INSULATION BETWEEN STUDS 6 11 STUDS 2 . I ( WATERPROOF MEMBRANE WINDOW TAPE 2xb WOOD I WINDOW TRIM WOOD CA51N& I AJ37m HEADER WOOD GA51N& l PROFILE TBD LE - RE TO ELEVATIONS PROFILE TBD N BACKER ROD SEALANT BEHIND BACKER ROD AND SEALANT iu WINDOW FLAN& ON AND SEALANT SHIM SPACE HEAD AND SIDES SHIM SPACE a- z C) " 6WE3 ON 2X6 EXTERIOR R.O. = UNIT 51ZE + 112" WALL STUD5_ R -21 BATT BACKER ROD AND SEALANT 1 1/4" THICK SILL PROFILE TBD WOOD APRON PROFILE TBD WATERPROOF MEMBRANE TAPE TO OVERLAP A INFILTRATION BARRIER AND EXTEND OVER ROUGH SILL e. INSULATION BETWI =I;N STUD5 2 J i� WATERPROOF MEMBRANE WINDOW TAPE 2x6 WOOD SILL 2x6 WOOD WITH SLOPED TOP WINDOW TRIM 0 Lu { N I-- 2x12 SHIP -LAP WOOD SIDING (10" EXPOSED TO VIEW FACE) ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD SHEATHING WDW IN WOOD SIDING SCALE: 1 1/2" = V -0" R.O. - UNI SIZ + 1/2" 3ETWEEN STUDS rz - . MEMBRANE WINDW TAPE STONE SILL BACKER ROD BACKER ROE AND SEALANT I �" Q AND 5EALAN 1 1/4" THICK --- ----+- a ` 1 1/4" THICK SILL PROFILE 2 i; SILL PROFILE TBD I TBD WOOD APRON 1 ' " :. j WOOD APRO' PROFILE TBD ° ` ;r PROFILE TBE WATERPROOF -� € P ' WATERPR001 MEMBRANE TAPE CEMENT STUCCO 5Y5TEM ON MEMBRANE T TO OVERLAP AIR " _ THE=RMAL AND AIR OVERLAP Al INFILTRATION �` °'' INFILTRATION BARRIER ON INFILTRATION BARRIER AND 1 PLYW000 ` SHEATHING ON BARRIER AR EXTEND OVER - -- _ 2Xb - WOOD STUDS EXTEND OVE ROUGH SILL � r- � ROUGH SILL WDW IN STUCCO SCALE: 1 1/2" = 1' - 0" CAPILLARY BREAK " GAP BETWEEN GWB AND CONCRETE FLOOR. SEALANT AT I GAP j i ISOL ATION JOINT — a a o ° L/° 0 0 ° Jo °a'.✓° COMPOSITE DRAINAGE BOARD WITH FILTER FABRIC ON 2'" �'o ° 0a ° ?a ° �- ° a o ° T 5I8" TYPE 'X' GWB RIGID INSULATION OVER DAMP PROOFING OR WATER 0 0 ° °° ° 00 o 0 o f ON 2X4 WOOD 5TUD5 WITH R -II .... PROOFING ON CONCRETE WALL (DAMP PROOFING TO -- 41 -1 CONTINUE TO TOP OF CONCRETE WALL, WATER PROOF BATT INSULATION � �. MEMBRANE TO GONTINET TO 2' -6r' ABOVE FINSHED GRADE, ON VAPO SLAB BETWEEN STUDS >-< f ON VAPOR AND DRAINAGE BOARD TO CONTINUE FROM FOOTING TO BARRIER ON R-10 RIGID INSULATION -` ` NITHIN 8 "' BELOW FIN15H GRADE). (2" R16ID INSULATION TO RIGID f ° EXTEND FROM 8" BELOW FIN15H GRADE= TO 4' -8)"` BELOW RI � � RI GRANULAR FILL INSULATION WITH ti _i F1N15H GRADE) ALTERNATE: USE 2" 'DRAIN AND DRY' TAPED JOINTS ` ' �' ��— BOARD EXTENDING FROM 8" BELOW FINISHED GRADE TO ISOLATION FOOTING AND FOUNDATION DRAIN INSTEAD OF COMPOSITE JOINT r= '' DRAINAGE BOARD AND 2" RIGID INSULATION, CONCRETE SLAB _` < WATER.PROOFIN6 15 TO BE U5ED AT AREAS WITH ON VAPOR �: HABITABLE SPACE BELOW FIN15FIED GRADE. BARRIER ON R -10 "` r R1610 INSULATION ,., WOOD BASF IS NOT TO BE IN CONTACT WITH THE CONCRETE " GAP BETWEEN '' FLOOR SLAB 6WI3 AND -` , GRANGE CONCRETE FLOOR, SE=ALANT AT GAP f FILTER FABRIC TOP QF GONG . 0 1 t? p 0 O 4 U B 0 00 (� o S N 0 0 00 0 0 0 o a }Oc� a "0 00 0 op p FOUNDATION WALL AND y , ° °o�,°a° p o o FOOTING FOR °� Q °mo )o 0 �;� °° v p ° 0 0 9,) 0 CAPILLARY BREAK o_ ° o °0 00 ° ao to o a ° 0 A ,i t_} Oo 0 " C �Frr 4 4 4 4 <t BE WOOD SIDING ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD SHEATHING ON 2X6 WOOD STUDS. WATERPROOF MEMBRANE TO EXTEND UP WALL 2' -6" FLA5HIN6 FROM UNDER 510INC-7 OR DOOR THRESHOLD TO TOP OF STONE &X6 END P05T W/ SLOPED TOP 112 " DECORATIVE GURF (4X4 INTERMEDIATE POSTS) 5Xb W1 SLOPED TOP RAIL 2X4 TOP SKIRT 2X4 PICKETS W/ 4" MAX. SPACES. 2X4 BOTTOM RAIL SANDSTONE SET IN FLAGSTONE PATTERN SET IN THICKSET MORTAR (HYDRONIC HEAT SYSTEM IN MORTAR) ON DRAINAGLE BOARD WITH FILTER FABRIC ON WATERPROOF MEMBRANE ON 3 /4" T 4 G PLYWOOD ON TAPER GUT JOIST. SLOPE 1/4" PER FOOT AWAY FROM BUILDING. -- USE THICKER STONE AT EDGE ---_� NYLON WEEP5 AT 2' -0" D.G. SPAGIN& FLASH IN& 2x WOOD JOISTS RIPPED TO SLOPE 1/4" PER FOOT - REFER TO STRUCTURAL FOR SIZE AND SPACING. IF 5TRUGTURE PROTRUDES THEN UNDER FRAME CEILING FLAT STONE SILL SCALE: 1 1/2" = 1' -0" TONE VENEER V THE=RMAL AND .1R INFILTRATION ARRIER WDW IN STONE VENE 7CvNB ALE: 1 1/2" = 1' -0" ag"' ON VAPOR RETARDER ON 2Xb E=XTERIOR WALL 5TU05. R -21 BATT INSULATION BETWEEN STUDS CEMENT STUCCO SYSTEM OR STONE VENEER ON AIR AND THERMAL INFILTRATION BARRIE=R ON PLYWOOD SHEATHING WOOD BASE 15 NOT TO BE IN CONTACT WITH THE CONCRETE FLOOR SLAB C° FINISHED GRADE TO SLOPE: AWAY FROM BUILDING AT 1:10 SLOPE MIN. co COMP051TEE DRAINAGE BOARD WITH FILTER FABRIC ON 2" RIGID INSULATION OVER DAMP PROOFING OR <7 WATER PROOFING ON CONCRETE WALL (DAMP . PROOFING TO CONTINUE TO TOP OF CONCRETE WALL, WATER PROOF MEMBRANE= TO CONTINE TO 2' -6" ABOVE FINSHED GRADE, AND DRAINAGE BOARD TO CONTINUE FROM FOOTING TD WITHIN 8 " BELOW FINISH GRADE). (2 " RIGID INSULATION TO EXTE=ND FROM 8 " BELOW FIN15H GRADE TO 4' -8" BELOW FIN15H GRADE) ALTERNATE: USE 2" 'DRAIN AND DRY' BOARD EXTENDING FROM 8 " BELOW FINISHED GRADE TO FOOTING AND FOUNDATION DRAIN INSTEAD OF 5 /5" TYPE 'X' Gm COMP051TE DRAINAGE BOARD AND 2 RIGID INSULATION. ON VAPOR GRAVEL RETARDER ON 2Xb WOOD 5TUD5 WITH -- FILTER FABRIC R -21 BLOWN -IN INSULATION BETYCEN � Q STUD5 0 o0 00� a ao OHO ° t7 p p O o 0,° 0 0 00 I N TER I OR 00c, ° °0 000 Gl 0 0 p o 9 4 d i p C 0 p � p p ° o � . 0 0 0 ° 0o° °Q QOC o 0 Q o °Q ° °O 9p 00 00 p 90 Q 00 < 0 D 0 0 0 0 GRANULAR FILL NOTE: NOTE: ALL CONCRETE WALLS AND REFER TO STRUCTURAL ALL CONCRETE WALLS AND FOOTINGS ARE TO HAVE A DRAWING 5 FOR FOOTINGS ARE TO HAVE A RE=FER TO STRUCTURAL FOUNDATION DRAIN - INCLUDING THE FOUNDATION/FOOTING DE516N FOUNDATION DRAIN - INCLUDING THE DRAWING 5 FOR INTERIOR FOUNDATION WALLS. AND REINFORCING INTERIOR FOUNDATION WALLS. FOUNDATION /FOOTING DE51ON RE: SOILS REPORT AND REINFORCING SLOPE=D 4" RE: SOILS REPORT SLOPED 4 " PERFORATED PIPE. T FOU D E TA L S RE: 50111 -5 REPORT PE =RFORATED PIPE. . RE: SOILS REPORT SCALE: 1 1/2" = V-0" 2xb WOOD SILL WITH SLOPED TOP CEMENT STUGGO SYSTEM ON THERMAL AND AIR 518" TYPE 'X' G INFILTRATION BARRIER ON ON 2X6 WOOD PLYWOOD SHEATHING ON 5TU05 WITH R -, 2X6 WOOD STUDS BATT 1N5ULATk BETWEEN STUD' WATERPROOF MEMBRANE WINDOW TAPE 1"LA51-f 1 NG - OOD C 5 TM I" HEADER W CA S IN , E = REFER TO ELEVATIONS PROFILE TBE. s * SEALANT BEHIND BACKER ROI Lu WINDOW FLAN& ON AND 5EALA# L HEAD AND SIDES SHIM SPACE w z n Q rX g" GWB ON 2Xb EXTERIOR W A i t r— -n it l%r- D °") I M A T9" STONE VENEER ON THERMAL AND AIR INFILTRATION BARRIER STONE LINTEL WITH CONGEALED STEEL SUPPORT 9" GWB ON VAPOR WATERPROOF MEMBRANE RETARDER ON 2xb WINDOW TAPE STUDS W /Ri"I BATT IN5UL EALANT BEHIND 1NOOW FLAN& ON =AD AND SIDES FIN FLOOR R" GWB ON 2Xb EXTERIOR WALL 5TUD5. R -21 BATT INSULATION BETWEEN STUDS .G STONE VENEER WATERPROOF MEMBRANE WINDOW TAPE EXTERIOR >rl► � VERICAL WOOD SIDING VERT. WOOD 5101NG - DN THERMAL AND AIR ON THERMAL AND AIR INFILTRATION BARRIER INFILTRATION BARRIER ON PLYWOOD 5HEEATHIN6 ON 2Xb FLASHING WOOD 5TUD5. FLASHING GUT 5AND5TONE GAP W/ SLOPE � 2x6 WOOD TRIM STONE VENEER ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD SHEATHING ON 2X6 WOOD 5TUD5 SCALE: 1 1/2" = 1' -011 BLOCKING FOR INTE=RIOR WALL TO BE FRAMED, TO ALLOW FOR INSULATION INTERIOR 11 CEMENT 5TUC60 5Y5TEM ON AIR AND THERMAL INFILTRATION Alyy BARRIER ON PLYW00D 51141rATHIN6 EXTERIOR I I rr TR SIDING TO STONE V- 5/8" TYPE 'X' 6NB ON VAPOR 51S" TYPE 'X' GWB RETARDER ON 2Xb ON VAPOR WOOD STUDS WITH RETARDER ON 2Xb R -21 E3L0WN�1N WOOD 5TUD5 WITH INSULATION BETWEEN R -21 BLOWN --IN 5TW-5 INSULATION BETWEEN STUDS FIB / INTERI Off'.. CORNER AND PLAIN DETAILS SCALE: 1 1/2" = 1' -0" .1 r" 1 : - VERTICAL BARN T '` WOOD SIDING WITH r_� �l Ay SHIP -LAP JOINT rr EXTERIOR LOCATION OF TIMBE=R ABOVE= AT CORNERS h GORE -TEN ROOFING ON FULL COVERAGE WATERPROOF MEMBRANE REFER TO ROOF PLAN 4X8 TI MBEP,5 RAFTERS &" GWB ON VAPOR RETARDER/BARRIER ON 2X6 EXTERIOR WALL STUDS. R -21 BLOWN -IN INSULATION BETWEEN 5TUD5 ----�_ llg" NAIL BASE PANEL (FOAM PANEL WITH J" PLYWOOD ON UPPER FACE ONLY). FLASHING 2X8 ROUGH 5AWN FA56IA BOARD v ROOF DECKING. T.O. PLATE 2X12 ROUGH 5AWN FASCIA BOARD 2x6 T4& STRUGTUAL ROOF DECKING. VERT. WOOD 51DIN6 ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD 5HEATHING SCALE. 1 1/2" _ V - 0 11 ROOF CONSTRUCTION: ASPHALT SHINGLE5 (40 YEAR) OVER WATERPROOF MEMBRANE (FULL COVERAGE) OVER NAIL BASE PANEL FOAM INSULATION OVER 2X6 STRUCTURAL DEGKING. 12 �4 TYPICALLY 3' -0" 3) ^ 0l) T.O. PLATE 00 T.O. BEAM IOXI4 TIMBER -FRAME BEAM _ SUPPORTING 8X14 TIMBER RAFTERS @4' -0" O.G. TYP. J" GWB ON VAPOR RETARDER/BARRIER ON 2X6 EXTERIOR WALL STUDS. R -21 BLOWN -IN INSULATION BETWEEN STUDS DRYWALL TO BUTT AGAIt TIMBER COLUMN BEYOND FLASHING 2X8 ROUGH 5AWN FASCIA BOARD 2X12 ROUGH 5AWN FASCIA BOARD --- -� ROO HEIGHT MEASURED AT TOP OF ROOF DECKING. 0 SCALE. 1 1/2" = V -0" VERT. WOOD SIDING OR CEMENT STUCCO 5Y5TEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD 5HEATHIN6 SEE ELEVATION FOR TYPE T.O, PLATE ROOF FLASHING GUTTER, REFER TO ROOF PLAN AND COORDINATE WITH CONTRACTOR DETERMINED LOCATIONS T.O. PLATE 2X8 ROUGH SAWN FASCIA BOARD 2X12 ROUGH 5AWN FASCIA BOARD 8X14 TIMBER -FRAME STRUCTURAL RAFTER TAIL 2x6 T66 5TRUCTUAL ROOF DECKING. ROOF CONS T RUCTION: 12 ASPHALT SHINGLES (40 YEAR) OVER WATERPROOF MEMBRANE �4 (FULL COVERAGE) OVER NAIL BASE PANEL FOAM INSULATION .� OVER 2X6 STRUCTURAL DECKING. 8X14 TIMBER -FRAME STRUCTURAL RAFTER TAIL 2x6 T 4 G STRUGTUAL ROOF DECKING. 2 )_ 5 21)) 2 TYPICALLY 2' -0" T.O. BEAM VERT. WOOD 510ING OR CEMENT STUCCO SYSTEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD SHEATHING SEE ELEVATION FOR TYPE IOX14 TIMBER -FRAME BEAM 5UPPORTING 8X14 TIMBER RAFTERS @4' -0" O,G. TYP, 9" GWB ON VAPOR RETARDER /BARRIER ON 2X6 EXTERIOR WALL STUDS. R -21 BLOWN -IN INSULATION BETWEEN STUDS DRYWALL TO BUTT AGAINST TIMBER COLUMN BEYOND NOW SCALE: 1 1/2" = V-0" N VAIL INTERMOUNTAIN DEVELOPMENT SUBDIVISION, BLOCK I zZ------,FOUND PIN AND CAP L.S. NO. 5933 - 7 — - - L T ------ 1 0 1.018 A C R-Eq 2-7-5-5 S,N-OVVBERRY D ------- --- --- o Ext5TM& EXISTIN& QA FL IN6 55 FL pp w. w GA 2 v L e x 1 - 5 -T F-XT!5T - EXISTINC7 Ks (D pp E35 GA 5E3 Vs m FL, . ♦ . . . . . . . r . r . . . . . . . . . ++++++.+#+++ 6& .... 50D + + + + + + + + + ............ + + + + + ++ + + ++ ++ +} +} ++ ++ #+ + # ++ +# ........... E35 65 ..... LOT 12A + + + 1'(60 tN EXISTING 2 SEWER MANHOLE 0060 RIM ELEVATION = 1,000.0' { o/ JIAUIQETIC 0 LANDSCAPE PLAN 1 11= 10 1- 0 11 STING LAND,5CAFE LEGEND 5'(M50L NAME 51ZE GVANTITY LANDSCAPE NOTE: ALL DISTURBED AREAS SHALL RECEIVE REVE6ETATION SEEDING WITH NATURAL 6RA55E5 AND WILDFLOWER SEED MIX EX19TINCV IRR16ATION NOTE: _j tX15TIN6 ALL AREAS OF NEN 500 TO RECEIVE UNDER -- GROUND SPRAY IRRIC7ATION 5Y5TEM. ALL AREA OF NEW GROUND COVER AND TREE/SHRUB PLANTINGS TO RECEIVE UNDER- GROUND DRIP IRRIGATION 5Y5TEM. ALL IRRIGATION SYSTEMS TO BE VE516NED BY A LANDSCAPE CONTRAGTOR AND SUBMITTED TO THE AR6HITE6T ANEVOR ONNER FOR APPROVAL PRIOR TO INSTALLATION, RAIN 5EN50R NQTE- THE IRRIGATION SYSTEM SHALL BE EGUIPPED WITH A RAIN 5EN50R. EROSION GONTROL NOTE: ALL DISTURBED AREAS NITHOUT FORMAL LAN50APIN6 TO REGEIVE REVEOETATION SEEDING. EROSION CONTROL SHALL BE MAINTAINED BY PLAGEMENT OF HAY BAILS AND SILT FENGIN6 ON DOkqN5LOPE SIDE OF LOT AND IN DRAINAGE 5Y4ALE5. pp E35 GA 5E3 Vs m FL, . ♦ . . . . . . . r . r . . . . . . . . . ++++++.+#+++ 6& .... 50D + + + + + + + + + ............ + + + + + ++ + + ++ ++ +} +} ++ ++ #+ + # ++ +# ........... E35 65 ..... LOT 12A + + + 1'(60 tN EXISTING 2 SEWER MANHOLE 0060 RIM ELEVATION = 1,000.0' { o/ JIAUIQETIC 0 LANDSCAPE PLAN 1 11= 10 1- 0 11 STING LAND,5CAFE LEGEND 5'(M50L NAME 51ZE GVANTITY .. 7 "s. h \ I J ROO i i / \ hh �4 ��H y ry l �� 1," ^ } y, 1 h /'.S/+ i � r/ r r r t \h Ir \ s �4 ��H y ry l �� 1," ^ } y, 1 h /'.S/+ SITE COVERAGE 2904.84 SF UPPER LEVEL AREA 396.57 SF MAIN LEVEL ARE III A 1974.81 SF UNIT A -SITE COVERAGE HALLS AND +4' ROOF OVERMNOS = 5,087 S.F. per(,ent exposed to surfo(,e, = .53% 51 Surface = 350 s.f. Unexposed = 350 S.F. = 2,606 S.F. (52% exposed) = 1,381 S.F. MAIN LEVEL = 1,975 S.F. GARAGE 52 55 54 55 56 Surface = 83 S.F. Surface, = Ibb S.F. Surface = 157 S.F. Surface = III S.F. Surface = c1b s.K Unexposed = 53 S.F. Unexposed = 166 s.f, Unexposed = 157 5,P. Unexposed = III S.F. Unexposed = 1 13 S.F. GARAGE CREDIT = - 600 S.F. 7-7 = +723 S.F. TOTAL = 2,879 S.F. SITE COVERAGE 2904.84 SF UPPER LEVEL AREA 396.57 SF MAIN LEVEL ARE III A 1974.81 SF UNIT A -SITE COVERAGE HALLS AND +4' ROOF OVERMNOS = 5,087 S.F. per(,ent exposed to surfo(,e, = .53% 51 Surface = 350 s.f. Unexposed = 350 S.F. SOUTH LOWER LEVEL WALLS Unexposed C161 = ci&5 5.f. NI N2 N3 Surface = 166 S.F. Surface = M sJ. Surface = M S.F. Unexposed = 0 5.F. Unexposed = 0 5,f. Unexposed = 0 S.F. LOWER N4 N5 Surface = 530 S.F. Surface = 162 S.F. Unexposed = 0 5.1'. Unexposed = 0 5.1'. unexpo ,231 S.F, LEVEL INORTH WALLS =oss- Nb Surface = 20b s.f. Unexposed = 0 5.f. NI N2 N3 N4 N5 Nb vq7 Surface = 53 5.f. Surface = E51 s.f. Surface = 171 S,F. 5 = 37 5.f. 5 = 43 5.f. 5 = 21 5S. 5 = 55 S.F. Unexposed = 53 s.f. Unexposed = 75 S.F. Unexposed = 50 s.f. U = 0 S.f. U = 0 5.1" U = 0 S.F. U = 0 S.F. nexposed 4 s.f LOWER LEVEL WEST WALLS = 20b S.F. N Surface = H7 s.f. Unexposed = 0 S.f. = 2,606 S.F. (52% exposed) = 1,381 S.F. MAIN LEVEL = 1,975 S.F. GARAGE 52 55 54 55 56 Surface = 83 S.F. Surface, = Ibb S.F. Surface = 157 S.F. Surface = III S.F. Surface = c1b s.K Unexposed = 53 S.F. Unexposed = 166 s.f, Unexposed = 157 5,P. Unexposed = III S.F. Unexposed = 1 13 S.F. SOUTH LOWER LEVEL WALLS Unexposed C161 = ci&5 5.f. NI N2 N3 Surface = 166 S.F. Surface = M sJ. Surface = M S.F. Unexposed = 0 5.F. Unexposed = 0 5,f. Unexposed = 0 S.F. LOWER N4 N5 Surface = 530 S.F. Surface = 162 S.F. Unexposed = 0 5.1'. Unexposed = 0 5.1'. unexpo ,231 S.F, LEVEL INORTH WALLS =oss- Nb Surface = 20b s.f. Unexposed = 0 5.f. NI N2 N3 N4 N5 Nb vq7 Surface = 53 5.f. Surface = E51 s.f. Surface = 171 S,F. 5 = 37 5.f. 5 = 43 5.f. 5 = 21 5S. 5 = 55 S.F. Unexposed = 53 s.f. Unexposed = 75 S.F. Unexposed = 50 s.f. U = 0 S.f. U = 0 5.1" U = 0 S.F. U = 0 S.F. nexposed 4 s.f LOWER LEVEL WEST WALLS = 20b S.F. N Surface = H7 s.f. Unexposed = 0 S.f. PARCEL NUMBER: 210314301040 LEGAL DESCRIPTION: LOT 10, VAIL INTERMOUNTAIN SUBDIVISION, BLOCK 1 (2755 SNOWBERRY DRIVE) CLASS OF WORK: NEW CONSTRUCTION ZONING: PRIMARY/ SECONDARY RESIDENTIAL LOT AREA = 1.018 ACRES = 44,344 SF SITE COVERAGE: MAXIMUM (20%) OF LOT AREA = 8,868.8 S.F. HOUSE A PROPOSED = 3,087 S.F. HOUSE B PROPOSED TOTAL PROPOSED 5,401 S.F. BUILDING HEIGHT: 32'-10 (33 1 -0 1 ' MAX) I STORIES: 2 STORIES + BASEMENT PARKING: 3 SPACES PER DWELLING GRFA CALCULATED AS ADOPTED GRFA REVISIONS ORDINANCE NO. 14, SERIES 2004. Refer to G1.1 - GRFA for calculations and delineation of areas. UNIT A - 60% = 5,686 S.F. ALLOWED LOWER LEVEL = 2,606 S.F. (52% exposed) = 1,381 S.F. MAIN LEVEL = 1,975 S.F. GARAGE = +781 S.F. GARAGE CREDIT = - 600 S.F. VAULTED = +723 S.F. TOTAL = 2,879 S.F. El E2 E3 E4 E5 Surface = 4b S.F. Surface = 173 5.f. Surface = 64 S.F. Surface = cirb s.f. Surface = 31 5.f. Unexposed = 0 S.F. Unexposed = 10 S.F. Unexposed = 64 S.F. Unexposed = c16 5.f. Unexposed = 31 S.F. LOWER LEVEL EAST WALLS Surface = 412 S.F. Unexposed = 261 0, PARCEL NUMBER: 210314301040 LEGAL DESCRIPTION: LOT 10, VAIL INTERMOUNTAIN SUBDIVISION, BLOCK 1 (2755 SNOWBERRY DRIVE) CLASS OF WORK: NEW CONSTRUCTION ZONING: PRIMARY/ SECONDARY RESIDENTIAL LOT AREA = 1.018 ACRES = 44,344 SF SITE COVERAGE: MAXIMUM (20%) OF LOT AREA = 8,868.8 S.F. HOUSE A PROPOSED = 3,087 S.F. HOUSE B PROPOSED TOTAL PROPOSED 5,401 S.F. BUILDING HEIGHT: 32'-10 (33 1 -0 1 ' MAX) I STORIES: 2 STORIES + BASEMENT PARKING: 3 SPACES PER DWELLING GRFA CALCULATED AS ADOPTED GRFA REVISIONS ORDINANCE NO. 14, SERIES 2004. Refer to G1.1 - GRFA for calculations and delineation of areas. UNIT A - 60% = 5,686 S.F. ALLOWED LOWER LEVEL = 2,606 S.F. (52% exposed) = 1,381 S.F. MAIN LEVEL = 1,975 S.F. GARAGE = +781 S.F. GARAGE CREDIT = - 600 S.F. VAULTED = +723 S.F. TOTAL = 2,879 S.F. UPPER LEVEL = 396 S.F. TOTAL UNIT A = 4,656 S.F. UNIT B - 40% = 3,724 S.F. ALLOWED LOWER LEVEL = 1,834 S.F. (52% exposed) = 953 S.F. MAIN LEVEL = 1,443 S.F. GARAGE = +655 S.F. GARAGE CREDIT = - 600 S.F. VAULTED = +370 S.F. TOTAL = 1,868 S.F. TOTAL UNIT B = 3,513 S.F. TOTAL 8,169 S.F. 1/8 N , 53 51 52 53 54 55 Surface = 41 s.f. Surface = 64 5.F. Surface = 206 5S. Surface = cK 0, Surface = 21b 5.F. Unexposed = 13 5.f. Unexposed = 51 5.F. Unexposed = 205 5S.Unexposed = c14 5.1" Unexposed = 2 5.f. 5urface = e.f, LOWER LEVEL SOUTH WALLS Unexposed 644 5.F. NI N2 N3 Surface = 342 5S. Surface = 224 s.f. Surface = 145 5.f. Unexposed = 0 5.f. Unexposed = 0 5.f. Unexposed = 0 s.f. Surface cl 5.. LOWER LEVEL 'NORTH WALLS Unexposed = -70 05. 1 all N f t UNIT B -SITE COVERAGE WALLS AND +4' ROOF OVERHAN65 = 2,314 S.F. BASEMENT PERCENTAGE Total 5urfare, = 2,306 5S. Total Unexpo!aed = 1,0c18 5.1'. percent of unexposed to surface = 48% percent exposed to!5urfoce =.52% N1 N2 N3 N4 N5 Surface = 5cl 5.f. 5urfoce, = 6ci s.f. Surface = &q s.f. Surface = IbI 5.F. Surface = 15 s.F. Unexposed = 5(4 s.f. Unexposed = bci s.f. Unexposed = bcl s.f, Unexposed = 61 s.f. Unexposed = 0 s.f. Surface = 453 s.f. LOWER LEVEL WE ST WALLS Unexposed = 264 5S. El E2 E5 E4 Surface = 48 s.f. Surface = 143 s.F. Surface = 13cl s.f. Surface = 125 5.F. Unexposed = 0 5.F. Unexposed = 11 s.f. Unexposed = 62 s.f. Unexposed = 11 s.F. LOWER LEVEL EAST WALLS Surface = 453 51. Unexposed = IC10 S.F. will Olk!"I'll E"O" &I PARCEL NUMBER: 210314301040 LEGAL DESCRIPTION: LOT 10, VAIL INTERMOUNTAIN SUBDIVISION, BLOCK 1 (2755 SNOWBERRY DRIVE) CLASS OF WORK: NEW CONSTRUCTION ZONING: PRIMARY / SECONDARY RESIDENTIAL LOT AREA — 1.018 ACRES = 44,344 SF SITE COVERAGE: MAXIMUM (20%) OF LOT AREA = 8,868.8 S.F. HOUSE A PROPOSED = 3,087 S.F. HOUSE B PROPOSED = 2,314 S. F. TOTAL PROPOSED = 5,401 S.F. BUILDING HEIGHT: 32 MAX) STORIES: 2 STORIES + BASEMENT PARKING: SPACES PER DWELLING 1� im GRFA ALLOWE D: .46% LOT AREA < 10, 000 S. F. = 4,600 S. F, .38% LOT AREA < 15,000 S.F. = 1,900 S.F.. .06% LOT AREA (1 4,344 S, F.) = 860 S. F. TOTAL 9 S. F. GRFA CALCULATED AS ADOPTED GRFA REVISIONS ORDINANCE NO. 14, SERIES 2004. Refer to G 1. 1 - GRFA for calculations and delineation of areas, UNIT A - 60% = 5,586 S.F. ALLOWED LOWER LEVEL = 2,606 S. (52% exposed) = 1,381 S.F. MAIN LEVEL = 1,975 S.F. GARAGE = +781 S.F. GARAGE CREDIT = - 600 S.F. VAULTED = +723 S.F. I TOTAL = 2,879 S.F. UPPER LEVEL = 396 S.F. TOTAL UNIT A = 4,656 S.F. UNIT B - 40% = 3,724 S.F. ALLOWED LOWER LEVEL = 1,834 S.F. (52% exposed) = 953 S.F. MAIN LEVEL = 1,443 S. F. GARAGE = +655 S.F. GARAGE CREDIT = - 600 S. VAULTED = +370 S.F. TOTAL = 1,868 S.F. UPPER LEVEL Lvkm NOT TO EXCEED 9,310 S. = 3,513 S.F. DESIGN CRITERIA: Hilb- Duplex #0802-07 Roof Live Load (Snow) - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - af Roof Dead Load ----------------------_------------ 15 paf Floor Live Load ------------------------------------ 40 paf Floor Dead Load ----------------------------------- 30 pof Deck Live Load ------------------------------------ 100 pof Deck Dead Load -------------------------------~---- 15/50 pof/5D psf0STONE) Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) Seismic Design Category ------------------------------- EXEMPT ' |BC/IRCEddjon ------------------------------------ 2003 FOUNDATION DESIGN: o. Design of individual and continuous footings is based on o rnoxlnnumn oUuwob|e bearing pressure of toenail each end 2000 pyf/deod load plus full live load), b. Foundation and retaining walls have been designed using o lateral pressure of 50 pot o. Footings ahoU be placed on the natural undisturbed snD, or compacted structural fill per the APPROXIMATELY recommendations of the geotechnioo( engineer, below frost depth. d. This foundation has been designed according to the design recommendations set forth in 4. wider than 1' x 6" subfloor to each joist gaotochnico| report #198 404 by HP Gootech, The contractor shall follow the construction face nail requirements from this some report. e. Provide continuous foundation drains around the perimeter of all basement wo|{n and at the boaa 6. Sole plate to joist or blocking of retaining woilo. Contact gaotaohnicoi engineer for daLoi|a, t A representative of the geotachn|co| engineer shall verify soils conditions and types during MATERIAL excavation. Report any discrepancies from original findings to structural engineer for re-evaluation BLOCKING of foundation design. g. BockD|| around and above structural buttresses and retaining walls ohoU be compaction-tested per 3 - 16d per 16" the recommendations of the g*oteohnioo| engineer. h. Do not bookfi!{ against retaining walls until supporting elements (such as floor framing) are in BOTTOM place and securely anchored, or adequate shoring is installed. Concurrent boukfU|ing of each side NEW of o free-standing retaining wo|| to final grades as indicated on p|oo or section is required unless 7. Top plate to stud temporary shoring is installed. I. Verify type of O|| with aoUe engineer and structural engineer prior to booKfi)ling. REINFORCED CONCRETE: o. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" /A0 318l 3 - 3" 14 gage staple as adopted by Chapter 19 of the 2003 |8C. b, Structural concrete oho|| have o nninirnVrn 28-doy compressive strength of 5000 psi. c. Concrete eho|| be proportioned using Type H| sulfate-resistant cement. Admixtures containing 0PNQ. chloride salts shall not be used. d. Cold weather concreting procedures oho|| be provided as recommended in the ACI Manual of OSB Concrete Practice. e. Anchor bolts for beam and column bearing plates aho|| be placed with setting templates. t Expansion bolts shall be located at o rn(n|rnurn of 0 bolt d|ornatena from concrete edge and CLG. spaced at o rninirnurn of 10 bolt d|ornatero unless noted otherwise. g. Anchor bolts for wood a||| plates ohoU be placed at 4'-0" rnax|rnurn spacing with one anchor bolt 9. Double Studs at 12" from each end or corner and o rnin|rnurn of two anchor bolts per piece. h. Concrete floor slabs on grade and on rnetu| decking or plywood supported by framing shall have CLR. sown or tooled control joints at a nnoxirnurn spacing of 15-0 in each direction. Locate control R.O. joints along column grid lines where possible and provide a|ob isolation joints around columns. i. Concrete coverage for reinforcing steel: 16d at 16" o.c. 1. Concrete cast against and permanently exposed to earth: 3" CONO, 2, Concrete exposed to earth or weather: REF. A. #5 bur and snno||er 1 1/2" CONN, B. #8 through #QO bar 2" Double top plates 3. Concrete not exposed to weather or in contact with ground: lop splice A. Slabs, walls, joists /611 bar and erno||nr\ 3/4" ' B. Boorna, columns 1 1/2" REIN EORCING --STEEL*- o. Detailing, fabrication and placement of reinforcing steel ohoU be in accordance with the AC1 Wonuo| 3 - 3d common of Concrete Practice. ' b. Except where otherwise ted on the drow7nga, reinforcing bars shall conform to ASTW C.W. Specification A515 and oho!( be grade 50 except ties, field bent bars where permitted by note on 3 - 3" 14 gage staple okzn, or bars to be welded, which ahoU be 'grade 40. o' At splices, lop bars 44 diameters. Do not weld or use mechanical splicing devices unless toenail specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps SECT. in oononata. provide (2)-#5 bars extending 2'-6" beyond edge of opening or step. � e. Extend reinforcing steel o rnYnirnurn of 2'-6"' through cold joints. Unless specifically located on ohzn or details, coordinate cold joint |000tiona with engineer. f. Welded wire fabric ahu|| conform to ASTW Specification A-185. Lap welded wire fabric o moln|rnurn � of one full mesh plus two inches. Lops aho|| be wired together. g. Epoxy adhesive for reinforcing dpwn|o shall be "HOt|" or "Simpson" or approved equivalent adhesive 14. Continuous header. two pieces systems. W|nirnunn ernbedrnnnta, if not specifically indicated on the dro*ingo, shall be � according to the manufacturer's specifications. h' Netdc bar size conversion table: ' METRIC !NCH-POUND ^ SQUARE 5 - 3" 14 gage staple EXPANSION JOINT 16. Continuous header to stud 4 - 8d common toenail 17. Ceiling joists, lops over portions 3 - 16d common minimum, Table 2308.10.4.1 face nail ENG. ENGINEER STRUCT. STRUCTURAL 4 - 3" 14 gage staple EQUIPMENT 18. Ceiling joista to parallel rafters #3v #/1 STRUCTURAL WOOD FRAMING: o. Except where noted otherwise, all 2" nonlhno| lumber, except studs, shall be Douglas Fir-Larch #2 TOP 4oBOTTOM and better, and all solid timber beams and posts J nurnimo| and wider ohoU be Douglas Fir-Larch � #2. � b. Studs shall be Stud grade and better Douglas Fir-Larch or Harn Fir. c. Built-up posts sbo|| consist of Douglas Fir-Larch or Hem Fir or better 2x4 or 2x6 studs per ^ plan and shall be nailed together with 2 rows of 16d noUa @ 8" on center along each stud. d. Built-up beams consisting of multiple 2x nnunnberm mho|) be nailed together with two rows of , 16d face nail nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts ep000d at 24" on 2 - 3" 14 gage staple center. e. Top and bottom p(otmo shall be Douglas Fir-Larch or Horn Fir #2 and bettor. P|otoa placed face nail directly on concrete woUo or slabs aho|} be pressure- treated Harn Fir #2. t Ledgers attached to concrete woUa aho|| be treated Hem Fir #2, or if LVL material is used, aho|| each bearing wall have o continuous waterproof rnonnbrona between the concrete and the wood. g. Wood baorno bearing in beam pockets in concrete or masonry walls oho|| bear on o treated 2x8 16d common bearing block. Provide \&" clearance around end of wood baorn. Block against sides of 6aorn - TOP OF WALL pocket with treated 2x blocking to provide |o[ero| support for beam. h. Beneath solid or built-up nn!urnnu noted on p|ons, blocking of area equivalent to column above 3" 14 gage staple shall be provided within floor joist spaces and in wo}i opooao below. Door or window trimmers 24. Built-up girder and beams consisting of o single stud do not require special blocking in the joist space. L Except as noted otherwise, nn/nirnurn nailing yho|| be provided as specified in the "Nailing 3" x 0.131" nail at 24!' o.c. Schedule" on the drawings /2003 |8C Table 2304`9,1\. � j. Bolts used for wood framing connections aho|| be lnnto|!ad with standard washers and nuts. k. Un|aoa noted otherwise, steel connectors such as those manufactured by the Simpson Company aho|} be used to join ro{ters, joists or baonno to other beams at flush-framed conditions. Use all GENERAL vo� specified nails. Connector conditions not otherwise noted oho|| utilize T U or Tvna HU hangers co ' of o size specifically designed for the mm aUpported, �e �ho*n in Ulu rnonufooturer' o CD published tables. Contact structural engineer for dotoUo as required. |, °~ Wood nailer plates lnato||od on steel beams or concrete walls for top-flange hongern shall be at each bearing ripped to nlotnh the width of the wo|| or beam flange. Nailer plates supporting top flange - hangers from one side only ohoU be lnotoUod flush with the face of wall or beam flange at the HEADER hanger locations. rn. Manufactured joists aho|| be from on approved manufacturer and oho|| be equivalent in load 4 3" 14 gage staple face nail carrying capacity and deflection criteria to BO| 6000 series joists in the depths and spacings ul indicated on plan. Provide blocking, broc[ng, web stiffeners and other 000eaoohea as required by toenail the manufacturer. n. Lnrn!notod veneer lumber (LVL) oho|| have the following minimum properti es: HEIGHT 1. Flexural stress -------------------------_----------- 2600 pm WELDED WIRE FABRIC 2' Modulus of elasticity --------------------------------- 1,300 poi INTERIOR 3. Tension parallel to grain ~---~------------------------- 1850 psi WOOD 4. Compression poro||a| to gm|o -----------------~--------^-~- 2310 psi INVERTED 5. Compression perpendicular to groin /porol|a| to glue ||nm\ --------- 750 psi 3 - 3" 14 gage staple O. Horizontal shear ----------------------------------- 285 psi 28. Roof rafter to 2-by ridge beam 7. Connection of multiple-member beams: toenail A. Top-loaded b¥orns ' l) For members 12" deep or |eoa, nail each member to the next with 2 rows of 16d nails at 12" 0.o. IN DIRECT CONTACT i|1 For 000m6ars greater than 12" deep, nail each member to the next with 3 nnwa of 2 - 16d common 16d nails at 12~ o,o' � B. Side-loaded beonna PER ASTM A153. |\ For two or three rnernbar beams, nail each nnonlber to the next with 3 rows of 16d 3 - 3" 14 gage staple nails at 12^ o.c. 29. Joist to band joist i For four member beornn bolt through with 2 rows of 1/2" diameter bolts at 12" o.c. / iii) For members consisting of more than four mnernbora, contact structural engineer. , 5 - 3" 14 gage staple 30. Ledger strip rn face nail a. All lumber used in construction aboU have o maximum moisture content of 19%. p. Unless nnod* of treated or naturally decay-resistant wood, all deck beonno and joists (including glue-lams) wider than 1 be aoo|ed and flashed at the top surface per architect. q. Framing Notes: 1. Exterior walls: A. All exterior wa one 2x6 studs @ 16" o.c. to o nnoxknurn height of 12,-6 2x6 studs @ 12" o.c. to o nnox|nourn height of 14'-6", and /7\-2x6 studs @ 16" to o nooxinnunn height of 17'-4" unless otherwise noted. Wo||n toiler than 17`-4" yhoU be frornad with manufactured laminated studs. Contact eng for spacing requirements, if not indicated on plan. Cop with o double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not posaib|e, strap top plates with rneto| strop ties (Simpson ST292 or equivalent). B. Gable-end woUa mhn|) be balloon-framed to the bottom of rafters or end-wo{| 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 ' thick APA rated sheathing or OSB\ rated 24/16, exposure 1, at exterior face of exterior wo||o. Block all horizontal joints and nail panels with Bd noUa spaced at O" along panel edges and at 12" along intermediate supports. E. Provide (3)-2x10 headers over all door and window openings, with one 2x8 trimmer and one 2x6 king stud each end, un|ona otherwise indicated. E At baorn bearing locations in stud wo||o, provide multiple-stud posts equal to width of bearing rnernbor un|one noted otherwise. 2. Interior Load Bearing VVoUa; A. Interior |uod bearing walls are 2x4 or 2x6 studs (as indicated on plan) @ 18" o.c. with 1/2" gypsum wallboard both sides un(oao noted otharwiue. Cop with o double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not pooaib|e, strop top p|otao with rneto| strap t(ao (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)-2x1O headers over all openings in wall, with one 2x4 or 2x8 trimmer and one 2x4 or 2x6 king stud each end unless noted otherwise. D. At beam bearing locations in stud wo||e provide multiple-stud posts equal to width of bearing nnernbnr unless noted otherwise. 3' Floor Construction: A. Provide 314`' thick APA rated Sturdi0oor rated at 24" o.c., tongue and groove, exposure 1, Glue and nail pona|a to all supports with 8d nails spaced at O" along panel edges and at 12" along intermediate supports. Install sheathing with long dimension perpendicular to joists and end j oints staggered. B. Provide solid blocking between floor j at all bearing locations. Blocking rnotar|o| ahoU rnotoh the floor joist rnotario|. 4. Roof Construction: A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. \noto|| sheathing with long dimension perpendicular to rafters or trusses and end joints staggered. Nail with 8d nods spaced at O" along pond edges and at 12" along intermediate supports. B. Plywood sheathing shall be applied continuously over the primary roof rnarnbarm (rafters or trusses) below overfrorned areas to provide adequate lateral atobi}ity. 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 nnoter|o| ohoU match rafter, truss chord, or lookout nnoter|o|. E. Roof decking nho|| be 2x6 T&C Douglas Fir-Larch cornnlorcio| grade or better. 5. Wind Bracing: A. Wo||o over 4 feet long which are sheathed with gypsum wallboard on both faces and are indicated as shear woUe on plan have been designed to resist wind forces in accordance with Table 2300.4.5 of the 2003 IBC. B. At shear walls, aoron 1/2" gypsum wallboard to all studs and to top and bottom plates with #O x 1 " drywall screws at 7" nnoxirnurn spacing, C. Exterior plywood or OS8 wo|i sheathing is required unless oper1fiooUy deleted by engineer. STRUCTURAL STEEL: o. Structural steel ehoU be detoUed, fabricated and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steel YY shapes ahuU be A8TW A982. Other rolled ohoono, including plates and ong|eo shall be ASTW A38. Round or rectangular HSS ohooea aho|( be ASTW A500 grade B. n. All bolts used in steel framing oho|| conform to ASTW Specification A325. Anchor bolts and bolts used in timber connections may be AST@ A307, Bolt sizes nhoU be 3/4" diameter un\000 noted otherwise. d. Tvo|co| frornedNbuqm connections ahoU consist of pairs of 1/4" angles using the rnoxinnurn number of bolts called for in ToWu ||-A of the A|SC Wonuo| /ASD Ninth Edition). e. Expansion bolts shall be wedge type "Hi|ti" or "Row/" or "Simpson", or approved equivalent with the following rnininnurn ernbadmnonts: ' diameter ---- 2 1/2" 5/8" diameter ---- 3" 3/4" diameter ---- 4!' t Epoxy anchors co|!od for on the drawings shall be "Epoon" or "Rawl" or "Simpson" or approved equivalent anchor systems. Minimum enmbedrnmnta, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. g. All welding shall be done by on AWS qualified welder. h' Delay painting within J" of field welds until welds are completed. i. Whore corrosive soil conditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and aho|| be attached to the foundation with galvanized or etoin|*oo steel expansion anchors. `. All grout beneath column bomo plates and steel beams at bearing aho|| be non-yhdnk, non-metallic type grout Grout ehoU have o rnln|nlurn oonmpnuse|va strength of 2500 psi. STONEZBRICK VENEER: o. Anchored stone or brick veneer and its attachments yho|| conform to IBC Section 1405.6 with o wire tie to the structural backing for every 2 square feet of veneer. b. Un|aeo noted otherwise, provide loose lintels over openings as follows, one angle for each 4" of wo|| thickness, long leg vertical, to bear /!' rn<n|rnurn each and: Openings to 4�-0 ° ----------------- 3 1/2" x 3 1/2" x 1/4" Openings 4'-1" to O'-O" - - - - - - - - - - - - - 4!' x 3 " x 1 Openings W-1" to O'-O" - - - - - - - - - - - - - 5" x 3 x 1 Openings 8'-1" to 1O'-O" ------------ 5" x J 1/2" x 5/16" (Multiple ongxaa shall be oriented bock-to-bock) 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:- o. Structural erection and bracing: The structural drawings illustrate the oonop|atad structure with all e|orneOto 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 Mno| completed structure. Contact etruoturol engineer for consultation /not in contract) as required. b. Shop drawings: Submit shop and erection drawings for custom wood trusses and mortise and tenon type j to engineer for review prior to fabrication. This review is for general oornp|iomoe with the intent of the structural design. The architect and/or contractor are responsible for checking qVontit|es, dimensions and coordination with other trades. c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not eoo|e drawings. ' d' Construction practices: General contractor is responsible for means, rnethoda, techniques, sequences and procedures for construction of this proj Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical/electrical/plumbing penetrations through structural a|annenta with structural engineer. Jnbolte safety is the sole responsibility of the contractor. All methods used for construction ohoU be in accordance with the latest editions of the IBC/(RC' e Details not specifically shown on the drawings shall be constructed in o rnonnmr oirnUor to the details that are shown for like conditions. These items oho|| be brought to the attention of the structural engineer on soon as possible for approval. Approval ohoi| be obtained prior to installation. [ It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation v/a}to to the `obaito by the engineer one for determination of general confurnnoOoo with the construction documents and ahnU not be construed as inspection. g. Though every effort is made to provide o complete and daor set of construction documents, discrepancies or omissions may occur. Ra|aoso 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 o qualified contractor experienced in the construction techniques and yyotenno depicted. 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENINGa M LOCATION 1. Joist to sill or girder 3 - Sal common toenail LONG LEG VERTICAL A.F.G. ABOVE FINISHED GRADE LONG|T. 3 - 3" 14 gage staple ADJ. 2. Bridging to joist 2 - 8d common toenail each end ANCH. ANCHOR LVL LAMINATED VENEER LUMBER 2 - 3" 14 gage staple APPROXIMATELY 3. 1" x 6" subfloor or less to each joist 2 - 8d common face nail 4. wider than 1' x 6" subfloor to each joist 3 - 8d common face nail 5. 2" subfloor to joist or girder 2 - 16d common blind and face nail 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail k4AT'L MATERIAL BLNG. BLOCKING k8ANUF. MANUFACTURER Sole plate to joist or blocking at braced wall panel 3 - 16d per 16" braced wall panels MINIMUM BOT BOTTOM ( NEW B.O.VY. 7. Top plate to stud 2 - 16d common end nail BRG. BEARING N.W. NORMAL WEIGHT 3 - 3" 14 gage staple CANTILEVER 8. Stud to sole plate 4 - Eld common toenail CONTROL JOINT 0PNQ. OPENING CWU 3 - 3" 14 gage staple OSB ORIENTED STRAND BOARD 2 - 16d common end nail R PLATE CLG. CEILING 3 - 3" 14 gage staple PLYWOOD 9. Double Studs 16d at 24" o.c. face nail POCKET CLR. CLEARANCE R.O. ROUGH OPENING COL. 10. Double top plates 16d at 16" o.c. typical face nail CONO, CONCRETE REF. REFERENCE CONN, CONNECTION Double top plates 8 16d common lop splice CONTINUOUS REO'D REQUIRED CONST 12 3" 14 gage staple typical face nail RET. 11. Blocking between joist or rafters 3 - 3d common toenail REV. REN3|[}N C.W. CRIPPLE WALL 3 - 3" 14 gage staple ROUGH SAWN 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail SCHEDULE DBL. DOUBLE SECT. SECTION DET. 13. Top plates, lops and intersections 2 - 16d common face nail O|AG, DIAGONAL Sim. SIMILAR 3 - 3" 14 gage staple DOWEL 14. Continuous header. two pieces 16d common 16" o.c. along edge 15. Ceiling joists to plate 3 - Scl common toenail EA. EACH SQ. SQUARE 5 - 3" 14 gage staple EXPANSION JOINT 16. Continuous header to stud 4 - 8d common toenail 17. Ceiling joists, lops over portions 3 - 16d common minimum, Table 2308.10.4.1 face nail ENG. ENGINEER STRUCT. STRUCTURAL 4 - 3" 14 gage staple EQUIPMENT 18. Ceiling joista to parallel rafters 3 - 16d common minimum, Table 2308.10.4.1 face nail EQUIVALENT T&B TOP 4oBOTTOM EXSTG. 4 - 3" 14 gage staple T&G 19. Rafter to plate 3 - 8d common toenail T.O. 3 - S' 14 gage staple EXP. 20. 1" diagonal brace to each stud and plate 2 - Eld common face nail EXT 2 - 3" 14 gage staple T.O.F. 21. 1" x 8" sheathing to each bearing wall 2 - 8d common face nail 22. Wider than 1" x 8" sheathing to 3 - 8d common face nail each bearing wall TO.M, TOP OF MASONRY 23. Built-up corner studs 16d common 2e o.c. - TOP OF WALL FRMG, FRAMING THRU 3" 14 gage staple 16" 0c. 24. Built-up girder and beams 20d common at 32" o.c. face nail at top and QA. 3" x 0.131" nail at 24!' o.c. bottom staggered on TREATED 3" 14 gage staple at 24" o.c. opposite sides TS 2 - 20d common face nail at ends and at GENERAL ` TYP. TYPICAL G.L. 3 - 3" 14 gage staple U.N.O. 25, 2" planks 16d common at each bearing 26. Collor tie to rafter 3 - 10d common face nail HEADER V.I.F. VERIFY IN FIELD HOR|Z. 4 3" 14 gage staple face nail W.F. 27. Jack rafter to hip 3 - 10d common toenail W.P. WATERPROOF HT. HEIGHT 4 - 3" 14 gage staple WELDED WIRE FABRIC INT. INTERIOR WD. WOOD INV. INVERTED 3 - 3" 14 gage staple JST. 28. Roof rafter to 2-by ridge beam 2 - 16d common toenail K KING STUD 3 - 3" 14 gage staple IN DIRECT CONTACT WITH PRESSURE- TREATED LUMBER SHALL HAVE A 2 - 16d common face nail ATTACHED WITH FASTENERS THAT ARE GALVANIZED PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF 3 - 3" 14 gage staple 29. Joist to band joist 3 - 16d common face nail 5 - 3" 14 gage staple 30. Ledger strip 3 - 16d common face nail 4 - 3" 14 gage staple 31. Wood structural panels and particleboard.*b 1/2" and less 8d' (per KRM)q Subfloor, roof and wall sheathing 2 3/8" x 0.131" nail' 2" 16 gageP Single Floor (combination subfloor- 3/4" and less Sd (per KRM)q underloyment to framing): 7/8" to 1" 8d 32- Panel siding (to framing) 1/2" or less 6d' 33. Fiberboard sheathing-. 1/2 No. 11 gage roofing nail 6d common nail No. 16 gage stople 25/32" No. 11 gage roofing noil 8d common nail No. 16 gage stople 34. Interior paneling 1/4 4d NOTES TO TABLE 23048J For 8: 1 inch = 25.4mm. 2 3/8^ x 0.113" nn8o and 3" x 0.131" nails are standard Od and 10d Gun nails. q. Common or box no8n are permitted to be used except where otherwise stated. b. Hn\ln spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more, For no||mg of wood structural panel and particleboard diaphragms and shear no||o, refer to Section 2305. Nails for nd| sheathing are permitted to be common, box or casing. c. Common or deformed shank, d. Common o. Deformed shank. t Corrosion -rasiutont siding or casing nail. g. Fasteners spaced 3 inches on center at exterior edges and 8 inches on center at intermediate supports. h. Corrosion-resistant roofing nails with 7/16-inch diameter head and 1 1/2 inch length for 1/2-Inch sheathing and 1 3/4 inch length for 25/32-inch sheathing. I . C orr os ion - - res - st -- with nom ~ 7/16 - inch c and 1 ,~ '^~' '~` for 1/2 shea ^ and ' 1 "'= length for 25/32-inch sheathing. Panel supports at 16 inches (20 inches if strength axis is the long direction of � Casing finish nails spaced 0 inches on pane edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. Casing or finisil nails spaced 6 inches on panel edges, 12 inches at intermediate supports. |. For roof sheathing applications, 8d nails are the hn structu -. S ~ sha - have . ......_. ~..~. w of ".~ i .~ n. For roof sheathing applications, fasteners spaced ot 4 inches on center at edges, 8 inches at intermediate supports. u Fasteners spaced 4 inches on center at edges, u inches at intermediate supports for subfloor and wall sheathing and J inches on center at edges, 6 innbye at Intermediate supports for roof sheathing. ' p. Fasteners spaced 4 inches on center at edges, inches at intermediate supports. q. Items noted as "per KRIVI" have been changed from the IBC schedule to a more restrictive requirement, A.B. ANCHOR BOLT LAM. ' LAMINATED A.F.F. ABOVE FINISHED FLOOR LLV LONG LEG VERTICAL A.F.G. ABOVE FINISHED GRADE LONG|T. LONGITUDINAL ADJ. ADJUSTABLE LTWT LIGHTWEIGHT ANCH. ANCHOR LVL LAMINATED VENEER LUMBER APPROX. APPROXIMATELY L5L LAMINATED STRAND RIM MATERIAL ARCH. ARCHITECT MAX. MAXIMUM BD. BOARD MECH. MECHANICAL BLDG. BUILDING k4AT'L MATERIAL BLNG. BLOCKING k8ANUF. MANUFACTURER BM. BEAM MIN. MINIMUM BOT BOTTOM ( NEW B.O.VY. BOTTOM OF WALL NOW. .NOMINAL BRG. BEARING N.W. NORMAL WEIGHT CANT. CANTILEVER 0, C. ON CENTER C.J. CONTROL JOINT 0PNQ. OPENING CWU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD CEkd. CEMENT R PLATE CLG. CEILING PLYN0. PLYWOOD GL CENTERLINE PKT POCKET CLR. CLEARANCE R.O. ROUGH OPENING COL. COLUMN RAD. RADIUS CONO, CONCRETE REF. REFERENCE CONN, CONNECTION RE|NF. REIN FORCE/RE|NFDRCEWENT CONT. CONTINUOUS REO'D REQUIRED CONST CONSTRUCTION RET. RETAINING C.P. CRIPPLE POST REV. REN3|[}N C.W. CRIPPLE WALL R.S. ROUGH SAWN O-F DOUGLAS FIR-LARCH SCHED. SCHEDULE DBL. DOUBLE SECT. SECTION DET. DETAIL SHT. SHEET O|AG, DIAGONAL Sim. SIMILAR DWL. DOWEL S.I.P. STRUCTURAL INSULATED PANE[ DWG. DRAWING SPEC. SPECIFICATION EA. EACH SQ. SQUARE E.J. EXPANSION JOINT STD. STANDARD ELEV. ELEVATION STL. STEEL ENG. ENGINEER STRUCT. STRUCTURAL EQUIP. EQUIPMENT T TRIMMER EUU|\( EQUIVALENT T&B TOP 4oBOTTOM EXSTG. EXISTING T&G TONGUE 8C GROOVE EXISTING T.O. TOP OF EXP. EXPANSION T.O.C. TOP OF CONCRETE EXT EXTERIOR T.O.F. TOP OF FOOTING F.D. FLOOR DRAIN T.O.L. TOP OF LEDGE FDTN. FOUNDATION TO.M, TOP OF MASONRY FLR. FLOOR T.O.W. - TOP OF WALL FRMG, FRAMING THRU THROUGH FTQ. FOOTING TRANSV. TRANSVERSE QA. GAUGE TRTD. TREATED QALV. GALVANIZED TS TUBE STEEL COLUMN (}EN. GENERAL ` TYP. TYPICAL G.L. GLUE-LAM U.N.O. UNLESS NOTED OTHERWISE GYP, GYPSUM/GYPCRETE VERT VERTICAL HDR. HEADER V.I.F. VERIFY IN FIELD HOR|Z. HORIZONTAL W.F. WIDE FLANGE HSS HOLLOW STEEL SECTION W.P. WATERPROOF HT. HEIGHT W.W.F. WELDED WIRE FABRIC INT. INTERIOR WD. WOOD INV. INVERTED WITH JST. JOIST W0{) WITHOUT K KING STUD ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE- TREATED LUMBER SHALL HAVE A 3|WP5ON 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 SIMPSON H5 (4)78d (4)-8d SCREWS INTO CONCRETE SIMPSON HHUS410 (30)-16d (10)-16d E\ 1/2 VV/ /4l x6" EXP. ANCH.'s INTO CONCRETE UD 120'- lo ~� v� � | �� NOT USED SCREWS INTO CONCRETE THRU-BOLTS @ EA. LEG THRU-BOLTS @ EA. LEG UD 120'- lo ~� v� � | �� 70'-O 3/4" 7'-1 3/R A � * f 0 , 0 VERIFY) _[L�L Co 12si 07 Ld T.O.W. 102'-0 T.O.W. 102'-O� T. 0. F. 9 5'- 8 1 T.O.F. 95 l'-3 1/2" 5" CONCRETE SLAB ON 4" CLEAN GRAVEL T.O.W. 101'-7 BASE ON UNDISTURBED GRADE OR STEP T. 0. F. 9 5- 8 T. 0. W. 101' -4 COMPACTED STRUCTURAL FILL PER SOILS T.O.F. ENGINEER. REINFORCE SLAB WITH T.O.W. 101 -4 T T.O. SLAB THROUGHOUT. PROVIDE 1 1/4" DEEP T. 0. F. 95'-8 SAWN OR TOOLED CONTROL JOINTS AT IT.O.W. 101'-4 15'-0" MAXIMUM SPACING EACH WAY., TYP. � 1011 4t-Ofl op 10 C\l F 4'-0" S6 T om, [ 7: � , - - zo '41" T G� Z5* ` rq � � ' �E ' I I "'�r I I I | D | - ` { | | L_ L_' ` | | | } \ --- rn �_. / __/ | __] L_. __} T.O.F. = S7�' G ' | --- --- T.O.W. = 117' - A �- T.O.F. = 101' --\\\9 ` v ' ~ A ' | 1O��-O T.O.L. = 115 '~ 97'-� / ~~-� °' � - SEE NOTE 7. T.O.W. (V = 117 -8 T.O.W. = 113'-8 �/4 —~-- T.O.F. = 1O1`-7 [ ^`--� , ~/ ^ 12' 7 J/4'' � ` ' / STEP T.O.F. | = 97-8 1 |�� 10'-7 1/2" | 1O`-A 1 /�" 3'-1O 3/4" rnc � � ` * *, '~~ � u � / _. -" / / ' � / - ' ' � ." r---/ - -- ---� - | rz � | L_ T.O.W. = 118[-D T.O.F. 101'-7 15 ^� ' T.O.W. = 118'-O ,| T.O.F. == 101 | -- | 15-6 1/2" ` Al 00 ml .1 1 FE qv+ 9 y , 6 � L T.O.W. 102'-0 (VERIFY) 10 1/4' �2 STEP 1-1 S6 1 -070 *UNDATION PLAN-UNIT, � T.O.W. 0 00 op Co cc 4 .0.17. 101'-7 STEP L STEP = 117'-8 T.O.F. = 10 T.O.L. = 116'-7 1/2| \ T.O.W. = 118`-7 1/2 T.O.F. = 10`-7 = v ` \--�� --� STEP T.O.F. = 00 w�~ | ___ | | 1O" O.W. = 116' -0 O.F. = 101'-7 27 F - 3 " N(��TA '``~'` '' ' �/��|�' 1 /�" �� 1`—� ~,°'.��, ./ -r . " / s� � PLAN NOTES 1' ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: TO.YK=T0P OF CONCRETE WALL T.[\F.=TOP OF CONCRETE FOOT T.O.L=TOP OF LEDGE THESE ELEVATIONS RELATE T0 100'-0 AS A REFERENCE ELEVATION, AND D0 NOT REFLECT ACTUAL SITE ELEVATIONS. 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH, CONTACT ENGINEER |F0VEREXOAVATON IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4, CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE a" THICK x 18" WIDE UNLESS NOTED OTHERWISE. O. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT AND CONTRACTOR. 7^ PROVIDE DOWELS X 2'-6 IN BRG. WALL FTG. EPDXIED INTO 3/4"04" HOLES IN FOUNDATION WALL. STAGGER HOLES TOP /b BOT OF BRG. WALL FTg. 8. DO NOT SCALE DRAWINGS. - IN � ~� �| T*l S-3 1/2"1 3'-3" 1O'-D 1/8' 6'-8" 10'-2 1/8" 12'-O3/4" ~ - � , STEP T.O. 0000 S/cr r__q T.O.F. 5 \ � , / // � �1_/ �_) T.O.W. = 119`-0 ^ T.O.F. = 1O4�7 ' HEIGHT OF VENEER SPREAD FOOTING SCHEDULE checked by TDH TYPE SIZE PROGRESS 03/14/08 REINFORCING PERMIT 06ZO5ZO8 [�_, °_ . . _.� � CONCRETE GROUNDING �� ELECTRODE REQUIRED IN FOOTINC4 ~`~~'`--''-----PER '-''- � �--�~~~~~-~~-�- [�� C�� r� «�� 8 «v^owuo^v""�^v"��wr�vvw~��°� /=~� �� ^/ W0��K8AN0&�K� =,""°.=��"w""��°==*s�~��°�� , �� 1 , -5 1/R' ,,~"xv�u,�~��p�q U / - ��K��8 0 °="~~"°..~~"..=,~ ~.~.°"._~~ " �n T.O.W. = 118'-O ,| T.O.F. == 101 | -- | 15-6 1/2" ` Al 00 ml .1 1 FE qv+ 9 y , 6 � L T.O.W. 102'-0 (VERIFY) 10 1/4' �2 STEP 1-1 S6 1 -070 *UNDATION PLAN-UNIT, � T.O.W. 0 00 op Co cc 4 .0.17. 101'-7 STEP L STEP = 117'-8 T.O.F. = 10 T.O.L. = 116'-7 1/2| \ T.O.W. = 118`-7 1/2 T.O.F. = 10`-7 = v ` \--�� --� STEP T.O.F. = 00 w�~ | ___ | | 1O" O.W. = 116' -0 O.F. = 101'-7 27 F - 3 " N(��TA '``~'` '' ' �/��|�' 1 /�" �� 1`—� ~,°'.��, ./ -r . " / s� � PLAN NOTES 1' ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: TO.YK=T0P OF CONCRETE WALL T.[\F.=TOP OF CONCRETE FOOT T.O.L=TOP OF LEDGE THESE ELEVATIONS RELATE T0 100'-0 AS A REFERENCE ELEVATION, AND D0 NOT REFLECT ACTUAL SITE ELEVATIONS. 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH, CONTACT ENGINEER |F0VEREXOAVATON IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4, CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE a" THICK x 18" WIDE UNLESS NOTED OTHERWISE. O. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT AND CONTRACTOR. 7^ PROVIDE DOWELS X 2'-6 IN BRG. WALL FTG. EPDXIED INTO 3/4"04" HOLES IN FOUNDATION WALL. STAGGER HOLES TOP /b BOT OF BRG. WALL FTg. 8. DO NOT SCALE DRAWINGS. - IN � ~� �| T*l S-3 1/2"1 3'-3" 1O'-D 1/8' 6'-8" 10'-2 1/8" 12'-O3/4" ~ - � , STEP T.O. 0000 S/cr r__q T.O.F. 5 \ � , / // � �1_/ �_) T.O.W. = 119`-0 ^ T.O.F. = 1O4�7 ' HEIGHT OF VENEER EXPANSION ANCHORS checked by TDH issued PROGRESS 03/14/08 PERMIT 06ZO5ZO8 [�_, °_ . . _.� � CONCRETE GROUNDING �� ELECTRODE REQUIRED IN FOOTINC4 ~`~~'`--''-----PER '-''- � �--�~~~~~-~~-�- [�� C�� r� «�� 8 «v^owuo^v""�^v"��wr�vvw~��°� /=~� �� ^/ W0��K8AN0&�K� =,""°.=��"w""��°==*s�~��°�� , �� 1 , -5 1/R' ,,~"xv�u,�~��p�q U / - ��K��8 0 °="~~"°..~~"..=,~ ~.~.°"._~~ " �n STONE VENEER ANGLE SUPPORT HEIGHT OF VENEER ANGLE SIZE EXPANSION ANCHORS checked by TDH issued PROGRESS 03/14/08 PERMIT 06ZO5ZO8 1. THIS SCHEDULE |3 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. J, ANGLES MUST BE ORIENTED AS SHOWN. designed by MPS drawn by MTN checked by TDH issued PROGRESS 03/14/08 PERMIT 06ZO5ZO8 sheet a Y♦ .Y. T.O.W. = 119- T.O.F. = 104' -7 •s w L rl I io 1 6 „ T.O.W. — 100'-0 {V.I.F.} — T.O.F. — 95'— 8 T.O.W. — 100' -0 (V.I.F.) T.O.F. — 95 - 8 STEP STEP T.O.F. T.O.F. t �„ 6 T.O.W. = 104 —4 2 T.O.W. = 104 —4 97 —$ S6 T.O.F. = 1 OO - g D� T.O.W. = 116' -7 1/2 T.O,F. = 97'-8 T.O.W. = 116' -7 1 T.O. SLAB T.O.F. = 104'-7 6 „ 1 T.O.W. 117 N T.O.F. 104 -7 T.O. W. = 117 -8 : T.O.L. = 116'- 7 1/2 T.O.F. = 104-7 -7 _ i T.O.W. _ 99'-4 �r `` B T.O.F. 95' -8 ° T.O.W. _ 99' -4 ra I T.O.F. — 95' -8 ,f 5" CONCRETE / BASE ON 1 , —O ,r � COMPACTED `� ENGINEER. S O A M 6x6— W1.4xW1.4 T.O.W. = 104 —4 1 THRQUGHOUT, T.Q.F. = 101 —2 no SAWN OR 15 —0 } I 6 S6 c 1' - 1/2's 8 E 4 �'}� T.O.W. = 104' —4 T.O.F. — 99' -7 "' S7 ( 1 _ cv 3 7/8" 4' -8 3/8" I g r SLAB UNDISTURBED STRUCTURAL REINFORCE WELDED PROVIDE TOOLED CONTROL MAXIMUM SPACING _ `" r T.O.W. — 99'— T.O.F. - 93' -8 _ ON 4" CLEAN GRAVEL GRADE OR FILL PER SOILS SLAB WITH WIRE FABRIC 1 1 /4 DEEP JOINTS AT 100' - EACH WAY. T.O. SLAB 5' -6 #° 5' -2 1 E NOTE: FTG. A L _ r -~� . - r ^ S6 _ T.O.W. = 100' -0 T.O.F. = 93' - 8 T.O.W. = 103' T.O.F. = 95'— T.O.W. = T.O.F. = 9' -11 1/4" EXTEND BRG. WALL TO EXTERIOR WALL - 1p a ( L l _ _l "� -0 8 103' -0 97'-8 �" I r ; "st A co 6 „ ty w STEP iz T.O.F. M a Lo N STEP - T.O.F. 7'--7" 1 ,- STEP Lo T.O.F. �- I S7 A�44 r BM. PKT. „ 6 CASCADE FTG. STEP 6 „ 5 S6 q S9 (3) — #5's x 1'--6 EA. WAY B 3' -0 x 3' -0 x 1'--0 (4) — #5's x co 'o 5 ,. 3 „ T.O.L. = 116' 1 /2 T.O.W. — 116' -7 1/2 ," _ --{}— — T.O.W. T.O.F. = 103' -0 — 97' -8 I 3' -0 EA. WAY D 4' -0 x i 1 o 7 T — 104' -7 tt7 f 4'-11 3/8" 7' -8 3' -1 1/8" 10' -1 3/4" I °' x 1' —O (6) — #5's x 4' -6 EA. WAY 00 A. i 1 �.. STEP T.O.F. r 1 T.O.W. — 116' -0 STEP 11(7" � :T „ T.O.F. 3'-0" 3'-0 104' -7 T.O.F. 6 Lu' —j :N, D in 6" S7 3 ` 10 1/4" T.O.W. = 110' -6 1/4 (VERI Y) 10" T, O. W, = 117'- 8 8 S9 } , T.O.F. = 99-7 T.O.F. — 104' -7 1 � T.O.W. = 118' -2 T.O.W. = 113' -8 T.Q.F. = 99 —7 T.O.W, = 111' -6 3 4 / 4 1O „ T.O.F. = 99' -7 T.O.F. = I 99' -7 cj S9 A r , 1 - 1 1 I 8 i T.O.W. — 115' -8 T.O.F. — 99 -7 «o 0 c . f 18' -4" 26' -6 3/8" 1' -1 7/8" 3 > -4„ 1' -10 1/2" CV I 'll r Lo 5 1 1' -4 1/8" 8' -8 5/8" 66' -6" as nom C7 1 5 r TYPE S7 17' -6" i" SC FOUNDATION PLAN-UNIT B ! S PLAN NOTES 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W. =TOP OF CONCRETE WALL T.O.F. =TOP OF CONCRETE FOOTING T.O.L. —TOP OF LEDGE THESE ELEVATIONS RELATE TO 100' -0 AS A REFERENCE ELEVATION AT THE LOWER LEVEL, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 16" WIDE UNLESS NOTED OTHERWISE. 6. ALL OPENINGS IN CONCRETE WALLS SHALL BE VERIFIED W/ ARCH. &/OR CONTRACTOR. 7. DO NOT SCALE DRAWINGS. 1 ' - I r SPREAD FOOTING SCHEDULE TYPE SIZE REINFORCING A 2' -0 x 2' -0 x 1' —O (3) — #5's x 1'--6 EA. WAY B 3' -0 x 3' -0 x 1'--0 (4) — #5's x 2' -6 EA. WAY C 3' -6 x 3' -6 x 1'--O (4) — #5's x 3' -0 EA. WAY D 4' -0 x 4' -0 x 1' —O (5) — #5's x 3' -6 EA. WAY E 5' -0 x 5' -0 x 1' —O (6) — #5's x 4' -6 EA. WAY PLAN NOTES 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W. =TOP OF CONCRETE WALL T.O.F. =TOP OF CONCRETE FOOTING T.O.L. —TOP OF LEDGE THESE ELEVATIONS RELATE TO 100' -0 AS A REFERENCE ELEVATION AT THE LOWER LEVEL, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 16" WIDE UNLESS NOTED OTHERWISE. 6. ALL OPENINGS IN CONCRETE WALLS SHALL BE VERIFIED W/ ARCH. &/OR CONTRACTOR. 7. DO NOT SCALE DRAWINGS. 1 ' - I r CD CD N ,•a Ln 6i M T-1 ,ri m C) c`n 3 m r. 0 on cn c cu �cs as r. c� w 0 u} r�. lz Q) ! z , wm 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON — CONTINUOUS POSTS FROM ABOVE ARE INDICATED: Z SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: Q 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXPA, SPAN RATING 24 O.C. 5. (XXX—XX ") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 6. "0" INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 11 7/8" BCI 6000 1.7 @ 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. 8. EBEEM INDICATES STONE VENEER ABOVE. VEL DECK FRAMING R m � � � � ' CONT. TREATED 2xl0 LEDGER 3/4"Ou6" EXP. ANCH.`a @ 16" O.C. (STAGGERED) ( 3/4x9 1/2 LVL 1 APA RATED RIM -- BOARD PLUS @FLODR PERIMETER c " /u,`uN Cl ^o ,`u n`x/ ^^=-r^, |mn|cuTFn TPI|q TYp @M2U4---- (116-7 1/2) °`"`.' . 'j -T°.. ' t- ,+ LEDGER 0V/ 3/4"OX8" EXP. ANCH.'e @16" O.C. O.C. FRAMING"' PLAN-Ul"N'lT B SCALE: i LEDGER mh/ EXP. ANCH.'s 0) 16" O.C. /STAGgERED\, TYP. � MAIN FLOOR FRAMING PLAN-UNIT B PLAN N[lT��' ` ' ~ ` ' NOTES: '`--^ 1. INTERIOR WOOD STUD BEAR WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL ARE ]N0CATED: Is NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: Z SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: o 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA3TURDIFLOOR. EXP.l, SPAN RATING 24 O.C. 5. /XXX'—XX` INDICATES TOP OF STEEL BEAM ELEVAllON, WOOD BEAMS AT THIS LEVEL EXCEPT HEADERS ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). /-\" O. " �� INDICATES CONNECT TYPE — REF. S1 FOR SCHEDULE, 7. ALL FLOOR JOISTS ARE 11 7/8" BC| OOOO 1.7 @ lG" O.C. TYPICAL, UNLESS NOTED DTHERYY|SE, 8. ROOF SHEATHING IS 5/8" ApA RATED SHEATH|NQ, EXP.1, SPAN RATING 40/20. S. ALL ROOF RAFTERS ARE: 2X12`o @24", TYPICAL, UNLESS NOTED OTHERWISE. 10, INDICATES STONE VENEER ABOVE. CANT. JOISTS, TYP. , { -IL ..I 111 -- I VI I L_ SUB— FASCIA TO BE CONTINUOUS WHERE INDICATED, TYP. UPPER F PLAN NOTES: ;a rm 4 h w a 1. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON -- CONTINUOUS POSTS FROM ABOVE ARE INDICATED: Z SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 8 2. ALL COLUMNS ARE LABELLED AT THE TOP. 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. 4. (XXX' —XX ") INDICATES TOP OF STEEL BEAM ELEVATION, WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 5. "0" INDICATES CONNECTION TYPE -- REF. S1 FOR SCHEDULE. 6. ALL FLOOR JOISTS ARE 11 7/8" BCI 6000 1.7 @ 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. 7. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 8. ALL ROOF RAFTERS ARE: 2x12's @ 24 ", TYPICAL, UNLESS NOTED OTHERWISE. 9. ALL TIMBER CONNECTIONS BY OTHERS. PROVIDE SHOP DRAWINGS FOR ENGINEER TO REVIEW PRIOR TO CONSTRUCTION. 10. INDICATES STONE VENEER. h !9_M_ , Cad CD 00 (!1 O . 4 N -UNIT A_ - SCALE: 1/4" = l' —O$) i � � �� == � * 0 UPPER FLOOR FRAMING P-LA-N.-U D , 3E r B ��&! �' 1 /zL = 1`-[l SCALE: ' / ' ' ~' PLAN NOTES: 1. INTERIOR WOOD STUD BEAR WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ARE INDICATED: 0� / NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 0 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: � 3- ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STUR0FL00R, EXP.1, SPAN RATING 24 O.C. 5. /XX% INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). °/_\" � O. �� INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDUUE, 7. ALL FLOOR JOISTS ARE 11 7/8" RC| 0000 1.7 @1O" O.C.. TYPICAL, UNLESS NOTED OTHERWISE. 8. ALL TIMBER CONNECTIONS BY OTHERS. PROVIDE SHOP DRAWINGS FOR ENGINEER TO REVIEW PRIOR TO CONSTRUCTION, 8. INDICATES STONE VENEER' CA v1114 1 . IN/ni IL-I\,;;, I IF. I NORTH ROOF FRAMING PLAN-UNIT A SCALE: 1 Z471 1, -05, PLAN NOTES: 1. POSTS BELOW ARE INDICATED: NON—CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 2. ALL COLUMNS ARE LABELLED AT THE TOP. 3. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXPA, SPAN RATING 40/20 @ 2x RAFTERS. 4. 0. " INDICATES CONNECTION TYPE — REF. St FOR SCHEDULE. 5. ROOF BEAMS ARE DROPPED UNLESS NOTED AS (FLUSH). 6. ALL ROOF RAFTERS ARE: 8x14's 0 24", TYPICAL, UNLESS NOTED OTHERWISE. 7. ALL TIMBER CONNECTIONS BY OTHERS. PROVIDE SHOP DRAWINGS FOR ENGINEER ` TO REVIEW PRIOR TO CONSTRUCTION. 8. INDICATES STONE VENEER. M011>6 To � � ` / / ^ �- � co ' � - / Lli ROOF FRAMING -PLAN-UNI N[l�TA ...,.. ... ^� PLAN NOTES: 1, POSTS BELOW ARE INDICATED: 0M ' NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: 0 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED 2. ALL COLUMNS ARE LABELLED AT THE TOP. 3. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1 SPAN RATING 40/20 @2x RAFTERS. 4` ~ Cl" INDICATES CONNECTION TYPE -^ REF. S1 FOR SCHEDULE. 5. ROOF BEAMS ARE DROPPED UNLESS NOTED AS (FLUSH). 0. ALL ROOF RAFTERS ARE: 8x14's 048". TYPICAL, UNLESS NOTED UTHERV03E, 7. INDICATES ROOF {}VERFRAkJE- 0VERFRAkdE WITH 2x10 RAFTERS @ 24" O.C. WITH 2x4 CRIPPLE POSTS TO RAFTER BELOW SPACED 48" O.C. MAX ALONG EACH OVERFRANE MEMBER. 8. ALL TIMBER CONNECTIONS BY OTHERS. PROVIDE SHOP DRAWINGS FOR ENGINEER TO REVIEW PRIOR TO CON 9' INDICATES STONE VENEER. FYz. - _R VV/ / NAILS 8x �CREWS @ 15 [\[L ?g^ p6' - rjy.�S SO W, 9 vi CE a) "a a STONE VENEER PER ARCH. CONT, L PER SCHEDULE SEE SHEET S2 #5 DWLS x 1 C @ 12" O.C. rt (2)-#5's CONT. HORIZ.- TOP & BOT. #5's TRANSV. @ 16" O.C. Ol'-7 r O.F. 0 PERIMETER DRAIN PER SOILS ENGINEER 115'-7 T.O. PLYWD. #5's CONT. HORIZ. @ 12" O.C. 4 #5's VERT. @ 16" O.C. TYP, J 5*1:7 b)s 4. 1/2" EXP. MAT'L, TYP. 5" CONC. SLAB PER PLAN 102'-0 4 T.O. SLAB 4 4 . WN 4 11, S/ (5)-#5's CONT. LONGIT. 4L— 0 1 \Ile 1 P-2$f 1o " 6 11 6 t) 2 n SCALE: 3/4" l'-O" 2x6 STUDS 0 16" O.C. W/ 1/2" PLYWD. OR OSB SHEATHING 1/2" 0 x 10" A.B,s @ 48" O.C. IN CONT. TREATED 2x6 It 117'-8 T. O. W. STONE VENEER PER ARCH. (NO STONE VENEER 0 SIM.) CONT. L PER SCHEDULE SEE SHEET S2 jido 4 1 1/2" LTWT, CONC., TYP. 113' -9 T. PLYWD. TYP. 11 7/8" I-JOISTS PER PLAN LEDGER PER PLAN mm #5s CONT. HORIZ. @ 16" O.C. #5 DWLS x .4 #5's VERT, @ 16" O.C. @ 16 O.C. - 6 " 4 (2) CONT. HORIZ. !,P 1/2" EXP. MAT'L, TYP. TOP & BOT. 4 5" CONC. SLAB PER PLAN 102'-0 A, 1O1-7 4 T.O. SLAB T T.O.F. 4 00 PERIMETER DRAIN PER 8" 1011 SOILS ENGINEER i #_ o pt SCALE: 3/4" = l'-O" REF. SPREAD FOOTING SCHI SHEET S2, FC REINF. CONT. EDGE L3x3x3/16 W/ POUR STOP 1/2"Ox4" H.A.S. @ 48" O.C. 17'-0 SLAB PER PLAN T.O. CONC. SLOPE rr _ • 4 X X 116'-7 1/2 116'-7 1Z2 T.O.W. T .O. BEAM 0 TYP. 0 STL. BEAM PER PLAN #5 DWLS x IQ 0 12" O.C. -1 9" (2)-#5's CONT. HORIZ.- TOP & BOT. #5's TRANSV. 0 16" O.C. g4, 101' -7 T T. I' Awn PERIMETER DRAIN PER SOILS ENGINEER POUR STOP 117'-0 T.O. CONC. 116'-7 1 /� SCALE: 3/4" = l'-O" CONT. EDGE L3x3x3/16 W/ 1/2"Ox4" H.A.S. 0 48" O.C. F SLAB PER PLAN SLOPE X -4 x / � 116'-7 1/2 T.O. BEAM Typ, 4 A Id STL. BEAM PER PLAN WIN #5's CONT. HORIZ. @ 16" O.C. #5 16 DWLS #5's VERT. @ 16" O.C. e ft @ 1 (2)-#5's CONT. HORIZ. 1/2" EXP. MAT'L, TYP. TOP & BOT. 5" CONC. SLAB PER PLAN a. SEE PLAN J 4. a T.O. SLAB T AK SEE PLAN T T. 'd I 00 N m 8" 1 o pt 6 )v PERIMETER DRAIN PER 21-0" SOILS ENGINEER SCALE: 3/4" l'-O" #5's CONT. HORIZ. @ 16" O.C. A' • . •° � #5"s VERT. @ 16" O.C. 4 1/2" EXP. MAT'L, TYP. 5" CONC. SLAB PER PLAN 102'-0 Ah 04 4 T.O. SLAB ' 4 (5)• #5's CONT. LONGIT. 4 1 ' -0" 1011 61t SLAB PER PLAN -\ Ir T.O. Co` \ S -. LOPE O L 116 1L2 T T. ............... ............................ . CONT. EDGE L3x3x3/16 W/ 1/2"Ox4" H.A.S. 0 48" O.C. #5's CONT. HORIZ. @ 16" O.C. 1/2" EXP. MAT'L, TYP. 5" CONC. SLAB PER PLAN ,k SEE PLAN. - P' T.O. SLAB #5's VERT. @ 16" O.C. 2'-0 1/2" EXP. MAT'L, TYP. C 5" CONC. SLAB PER PLAN (D #4 DWLS x c?l z 5" CONC. SLAB PER PLAN 0 00 Co T.O. SLAB 0 24" O.C. ' Clq I z C ffi,/o, < , SEE PLAN 0 < (o n m om. owmmm�n< M 2x6 STUDS @ 16" O.C. D C ^ T T.O. SLAB W z 0) 1/2" PLYWD. OR OSB 0 C Jx 00 10 tr) Lo ED 0) SHEATHING , 00 1 4" SEE PLAN CY) 0) x o 4 m ri c 6AN 1/2" EXP. MAT'L, TYP. x ©— W #5s 1/2" 0 x 10" A.B.'s @ 48" O.C. (l)-#4 CONT. HORIZ. IN CONT. TREATED 2x6 R 5" CONC. SLAB PER PLAN #5"s CONT. HORIZ. @ 16" O.C. (1)-#5 CONT. HORIZ. @ MID-HT. ,k SEE PLAN r-v 4 SEE PLAN 4 4 T T T.O. SLAB (2)-#5's CONT. HORIZ. TOP & BOT 4 .4"' #5 DWLS x STONE VENEER ........... PER ARCH. AL, SEE PLAN T.�T SLAB 4 �lt 4 : 7 :1 CONT. L PER SCHEDULE -#5 CONT. HORIZ. 0 MID-HT. Q, 4 SEE PLAN SEE SHEET S2 T. O.F. Co '4 4" #5 DWLS x [ 4" 6" 4" @ 48" O.C. 6 N (2)-#5s CONT. HORIZ. SCALE: 3/4" - l'O" A.\ SEE PLAN T . TOP & BOT. S6 T T. F. 06 00 2x6 STUDS @ 16" O.C. W/ PERIMETER DRAIN 1/2" PLYWD. OR OSB PER SOILS ENGINEER 4 8 4 SHEATHING 1/2" 0 x 10" A.B.'s @ 48" O.C. IN CONT. TREATED 2x6 4 ' j, 119,-0 SCALE: L4" 1 Y T.O.W. 4 S6 2'-0 4" 4'!»• LEDGER PER PLAN #4 DWLS x 0 , 5" CONC, SLAB PER PLAN @ 24" O.C. 1 1/2" LTWT. CONC., TYP, A-, SEE PLAN 11 7'-0 I-L T T.O. SLAB T.O. PLYWD. T Co 4, SEE PLAN TYP. T T. O.W. (l)-#4 CONT. HORIZ. 4 ,4 (#5s VERT, @ 16" O.C. @ SIM.) zil 7/8" I•JOISTS PER PLAN #5 DWLS x -#5 CONT. HORIZ. @ MID-HT. @ 16" O.C. 4 4 #5's CONT. HORIZ. @ 16" O.C. @ SIM. #5s 'CONT. HORIZ. @ 16" O.C. (2)-#5's CONT. HORIZ. TOP & BOT. 4", 4 #5 DWLS x Ij @ 48" O.C. (2'-6 @ SIM.) # ' " 5s VERT. @ 16 O.C. 6 4* (2)-#5's CONT. -A-1 104'-7 SEE PLAN HORIZ. TOP & BOT. T T. 0. F. T.O.F. Co 4 0 , co Oa 8 " 8ft PERIMETER DRAIN 1,4)f PER SOILS ENGINEER 8 4 PERIMETER DRAIN PERJ 2 ?-opt SOILS ENGINEER 4" 5 r \ ca I SCALE: 3/4" l'-O" ( 2 l'-O SCALE: 3/4" " / ,- POUR STOP 1 1/2" LTWT. CONC, TYP. 117'-0 lAk I IN Z T.O. PLYWD. `r I-JOISTS PER PLAN STONE VENEER PER ARCH. CONT. L PER SCHEDULE SEE SHEET S2 #5 DWLS x Q0 @ 16" O.C. 6" (2)-#5's CONT. HORIZ. TOP & BOT. PERIMETER DRAIN PER SOILS ENGINEER SCALE: 3Z4" = 1 t70"- 2x6 STUDS 0 16" O.C. W/ 1/2" PLYWD. OR OSB SHEATHING 1/2" 0 x 10" A.B.'s 0 48" O.C. IN CONT. TREATED 2x6 fL SEE PLAN `F T. 0. W. STONE VENEER PER ARCH. CONT. L PER SCHEDULE SEE SHEET S2 #5 DWLS x 0 48 0. C. T T. 00 PERIMETER DRAIN PER SOILS ENGINEER 4 8 tt O ft SCALE: 3 1'-Olp 1/2" EXP. MAT'L, TYP. C 5" CONC. SLAB PER PLAN (D SEE PLAN z 0 00 Co T.O. SLAB 0 z C ffi,/o, < 0 < (o n m om. owmmm�n< M D C W z 0) � 0 C Jx 3" 10 tr) Lo ED 0) , 00 1 4" *4" CY) 0) x o 4 m ri c 6AN L x ©— W #5s VERT. @ 16" O.C. #5"s CONT. HORIZ. @ 16" O.C. E-i 4 4 4 8 tt O ft SCALE: 3 1'-Olp designed by MPS drawn by MTN Checked by TDH issued PROGRESS 03/14/08 PROGRESS 04AW, PERMIT 06ZO5ZO8 I sheet JOB #0802-07 L SCALE. 3/4" = l'-O" 06/05/08 ICJ C Co (D Co 0 z 0 00 Co 0 z C 00 t o x rf) < 0 < (o n m om. D C W z 0) � 0 C Co � 10 tr) Lo ED 0) , 00 CY) 0) x o m ri c 6AN L x ©— W > 0) Ll- designed by MPS drawn by MTN Checked by TDH issued PROGRESS 03/14/08 PROGRESS 04AW, PERMIT 06ZO5ZO8 I sheet JOB #0802-07 L SCALE. 3/4" = l'-O" ICJ CO O 1.4 � � w � o � E-i L -------- J a W O E-i designed by MPS drawn by MTN Checked by TDH issued PROGRESS 03/14/08 PROGRESS 04AW, PERMIT 06ZO5ZO8 I sheet JOB #0802-07 L SCALE. 3/4" = l'-O" 1/2" 0 x 10" A.B.'s @ 48" O.C. IN CONT. TREATED 2x6 4103 #5's VERT @ 16" O.C. 4" T.O.F. 00 PERIMETER DRAIN PER SOILS ENGINEER 4" 8 4 1 -4 #5 CONT. HORIZ. @ 16" O.C. (2)-#5's CONT. HORIZ. TOP & BOT. SCALE: 3/4" = l'-O" S7 2'-0 #4 D WLS x 0 @ 24" 0. C. c , 4 1 105'-0 T.O. SLAB 00 104'-4 T.O.W. 04 4" CONC. SLAB -#4 CONT. HORIZ. #5s MN ME HORIZ. v � #5s VERT. @ 16" O.C. 4 (D co (D r- 0 t < 00000 4 " L) 0) 0) I I 0 f " ) l. .4 U? #5 DWLS x 4• Ld 00 -j to x @ 48 O.C._J-c\l 1/2" EXP. MAT'L, TYP. 4 J 10" W Ift , #5's TRANSV. @ 16" O.C. 102'-0 lk c 0) r- 0 95'-8 c_j 76 (o Lo co I 4 T. 000)0) 0 m :3 111_� L _j 0 x 4- d ' 8 10 6" 0 2 o � 8" rl PERIMETER DRAIN 2�j 8" PER SOILS ENGINEER C\2 2 4" CONC. SLAB -#4 CONT. HORIZ. #5s CONT. HORIZ. @ 16" O.C. #5s VERT. @ 16" O.C. (2)-#5s CONT. HORIZ. TOP & BOT. (5)-#5s CONT. LONGIT. SCALE: 3/4" l'-O" A, 117' - SLAB PER PLAN SLOPE I '4 x X 116'-7 1/2 T T.O. LEDGE . 4 ' CONT. EDGE L3x3x3/16 W/ 5 777 1/2"Ox4" H.A.S. @ 48" O.C. 4 #5's CONT. HORIZ. @ 16" O.C. 4 #5 DWLS x )f f #5's VERT. @ 16" O.C. @ 16 0. C. it (2)-#5's CONT. HORIZ.- TOP & BOT. #5's TRANSV. @ 16" O.C. .k SEE PLAN _fl4 0 I PERIMETER DRAIN PER SOILS ENGINEER 4 < 1/2" EXP. MAT'L, TYP. 5" CONC. SLAB PER PLAN SEE PLAN T.O. SLAB 4 �C41 -#5's CONT. LONGIT. 4 (5) 4 801 1011 6$$ 2#-0f# SCALE- 3/4" l'—O" 2x6 STUDS @ 16" O.C. W/ 1/2" PLYWD, OR OSB SHEATHING 1/2" EXP,. MAT'L, TYP, 5" CONC. SLAB PER PLAN 100 T.O. SLAB Ewe 1/2" 0 x 10" A.B.'s @ 48" O.C.\' 2x6 STUDS @ 16" O.C. IN CONT. TREATED 2x6 I W/ 1/2" PLYWD. OR OSB 118' -2 SHEATHING 4, _r T. O.W. 4 4' A STONE VENEER PER ARCH. I-JOIST BLKG. PANELS @ 24" IN FIRST JOIST CONT. L PER SCHEDULE SPACE W/ (5)-8d NAILS SEE SHEET S2 INTO EA. PANEL, TYP. 1 1/2" LTWT. CONC., TYP. .112'-0 T.O. PLYWD - #5 DWLS x 'o I @ 16" 0. C. LI\41 8 " (2)-#5s CONT. HORIZ. TOP & BOT. T T. 0. F. 00 PERIMETER DRAIN PER - SOILS ENGINEER 4 JOISTS PER PLAN - TREATED 2x12 LEDGER CONT. TREATED 2x6 W/ DRIVE-PINNED W/ (2)-16d 16d DRIVE PINS @ 16" O.C. NAILS @ 16" O.C. (IF HEATED SLAB, GLUE TO CONCRETE) #5's CONT. HORIZ. @ 16" O.C. CONC. SLAB PER PLAN #5s VERT. @ 16" O.C. (2) 4 1/2" EXP. MAT'L, TYP. -#5's 5" CONC. SLAB PER PLAN HORIZ. T( 100'-0 4 T.O. SLAB A • 4 8 ,t 1011 610 2' -0" # CONC. SL SCALE: 3/4" l'-O" 4 1/2" 0 x 10" A.B.'s @ 48" O.C. IN CONT. TREATED 2x6 fE 115-8 STONE VENEER PER ARCH. CONT. L PER SCHEDULE SEE SHEET S2 #5 DWLS x 0 @ 12" O.C. I -ql- 101) (2)-#5's CONT. HORIZ.- TOP & BOT. #5's TRANSV. @ 16" O-C 99 ' -7 T.O.F. Z PERIMETER DRAIN PER SOILS ENGINEER 2x6 STUDS @ 16" O.C. W/ 1/2" PLYWD. OR OSB SHEATHING (4 S_ •4 5" 4 b 1 1/2" LTWT. CONC., TYP. 112'-0 1-k T.O. PLYWD.T TYP. 4 OISTS PER PLAN LEDGER PER PLAN #5's CONT. HORIZ. @ 12" O.C. 4 #5s VERT. @ 16" O.C. f 4 1/2" EXP. MAT TYP. 5" CONC. SLAB PER PLAN _ ioo'-o . . 7 , - - . WE T.O. SLAB__�_ 4 04 Is 1 ' 4 4 4 (5)-#5's CONT. LONGIT. 'd a 4 1 *_ 01 10 w 8" 1 -1 2 n 0 SCALE: 3/4" = l'—O"_ (2)-#5s HORIZ. T( STONE VENEER PER ARCH. CONT. L PER SCHEDULE SEE SHEET S2 '4 4 ly NOTE: COORDINATE WATERPROOFING 41 DRAINAGE W/ ARCH. 4p 115-7 T.O. PLY /,-JOISTS PER PLAN 4 SOILS ENGINEER 1 1, 101'- T 2x4 OR 2x6 T.O.F. STUD BRG. WALL if� SCALE: 3/4" = l'-O" #5 DWLS x u' #5's CONT. HORIZ. @ 16" O.C. @ 16 " O.C. LC4 14 4' 6" #5's VERT. @ 16' O.C. (2)-#5's CONT. HORIZ. TOP & BOT. 4 1/2" EXP, MAT TYP. 5 11 CONC. SLAB PER PLAN #5"s @ 16" O.C. EA, ] WAY, TOP & BOT. 4 - :4 4 L. cr , 9 -Z k 7* 4 4 .4 4 ' -Olt 10" fi r er T 8 O 102'-0 T.O. SLAB _j tJ SCALE: 3/4 1'•0 2x6 STUDS @ 16" O.C. W/ 1/2" PLYWD. OR OSB SHEATHING 1/2" 0 x 10" A.B.'s @ 48" O.C. IN CONT. TREATED 2x6 1. k 113'--6 T. 3 /4 STONE VENEER PER ARCH. CONT. L PER SCHEDULE SEE SHEET S2 #5 DWLS x @ 16" 0. C. q 6 " (2)-#5's CONT. HORIZ.— TOP & BOT. #5's TRANSV. @ 16" O.C. 101' -7 0 PERIMETER DRAIN PER SOILS ENGINEER I-JOIST BLKG. PANELS @ 24" IN FIRST JOIST SPACE W/ (5)-8d NAILS INTO EA. PANEL, TYP. 1 1/2" LTWT. CONC., TYP. 113'-9 ff" 4 T.O. PLYWD. .11 - 1 4: < 4 Zi-JOISTS PER PLAN CONT. TREATED 2x12 LEDGER W/ (2)-16d DRIVE PINS @ 16" O.C. - #5's CONT. HORIZ. @ 16" O.C. 4 #5s VERT. @ 16" O.C. 1/2" EXP. MAT'L, TYP. 5" CONC. SLAB PER PLAN -1 102'-0 A, 4 4, d. T.O. SLAB - r 4 (5)-#5's CONT. LONGIT. 4] a - I , 1 10" 1021 4 21—nil SCALE: 3/4" = l'—O" 2x6 STUDS @ 16" O.C. W/ 1/2" PLYWD. OR OSB SHEATHING 1/2" 0 x 10" A.B.'s @ 48" O.C. IN CONT. TREATED 2x6 PL J, 121 -8 T T. O.W. (1 17' -8 @ SIM.) STONE VENEER PER ARCH. CONT, L PER SCHEDULE X SEE SHEET S2 #5 DWLS x I T @ 16" O.C. zy 6" (2)-#5s CONT. HORIZ. TOP & BOT. .4, 1O1' -7 T T. F. co PERIMETER DRAIN PER SOILS ENGINEER 4 1 1/2" LTWT. CONC., TYP. . 7 113'-9 TYP. -\ \ , !ll 7/8" I-JOISTS PER PLAN L EDG E R PER PLAN SCALE: 3/4" l'—O" 5"' 571 #5s CONT. HORIZ. 0 16" O.C. co (D co (D r- 0 t < 00000 L) 0) 0) I I 0 f " ) l. .4 U? #5's VERT. 0 16" O.C. 4• Ld 00 -j to x c: n 0 < (o 1/2" EXP. MAT'L, TYP. J 5" CONC. SLAB PER PLAN W Ift , 102'-0 lk c 0) r- 0 4' 4 4 ° T. SLAB - r 76 (o Lo co I 4 x 000)0) 0 m :3 111_� L _j 0 x 8 10 6" 0 2 SCALE: 3/4" l'—O" �16 06/05/08 CC 0 co (D co (D r- 0 t < 00000 L) 0) 0) I I 0 f " ) l. U? 0 :f — 1�1 r1l cli p a) m Z Ld 00 -j to x c: n 0 < (o J � W c Z 0 c 0) r- 0 00 C*4 r, r- Lo 76 (o Lo co I � x 000)0) 0 m :3 111_� L _j 0 x �16 CC co O E4 � � W � a 0 o � C\2 �16 14 4 , sheet it STL. BM. PER Pt (2)-1/2" 0 x 6 BUILT-UP STUD PER PLAN (2) -1 /2 "0x6" LAGS, TYP; SOLID BLKG, BTWN.— JOISTS @ POST SCALE: 3/4" = l'-O" (2)-1/2"04" LAGS TYP. SOLID BLKG. BTWN.--\ JOISTS & AROUND STL. BM. (2)-Yj'0x6" LAGS 10x10 POST 1 Oxl 0 POST (4)-6" OLYLOG SCREWS [(2) @ OPPOSITE SIDES] 10x10 BLKG. (OR BUILT UP BLKG, EQUAL TO POST WIDTH & MIN. 10" DEEP) (2)-6" OLYLOG SCREWS INTO BM. @ EA. END oivi.z, r-' R P SCALE: 3Z4" = l'-O" 10xlO POST 1/4" FITTED STIFFENER EA. SIDE OF WEB lll'-9 T.O. PLYWD 0 3Z4 k 2f) lll'-6 CLR. T. O. STL. y S f 411 BM. PER PLAN W/ 2x NAILER DRIVE PINNED TO TOP FLANGE SCALE: 3/4" = l'-O" Lo W16x36--- CAP It: 1/2"xBM. WIDTHxO'-7 W/ (2)-3/4!'0 THRU-BOLTS HSS 440/16 R l Ch IN (N in 00 M Co T rl% Co iF U :2 i: N C? rq 00 _ 3/1611 11 RETURNS, TYP. v —Wl2x35 —BENT 1/4"x5"x5"x0'-5 1/2" W/ (2)-3/4"0 THRU-BOLTS SCALE: 3/4" = l'-O" 1 Oxl 0 POST 1 1/2" LTWT. CONC., TYP. — SEE PLAN T.O. PLYWD. T I-JOISTS PER PLAN 1 Oxl 0 POST SCALE: 3/4" l'-O" SOLID BLKG. BTWN. LOOKOUTS @ BRG.. TYP. EQ. TYP. 2x10 STRUCTURAL SUB-FASCIA, TYP. 2x10 LOOKOUTS J @ 24" O.C., TYP. 2x10 RAFTERS PER PLAN 2x6 STUDS @ 16" W 1/2" PLYWD. OR OSB SHEATHING NOTE: WALL FRAMING NOTCH BEAM AS NECESSARY NOT SHOWN FOR CLARITY 1 1/2" LTWT. CONC., TYP. F __ T.O. PLYWD. V 111'-6 3/4 A� CAP 1/2"xBM. WIDTHxO'-6 W/ (2)-3/4"0 THRU-BOLTS COL. PER PLAN------ 00. BEAM PER PLAN 3" \l 1/2" KNIFE It: 1/4%5 1/2"x0'-8 1/2 W/ (4)-3/4"0 THRU-BOLTS SCALE: 3/4" = l'-O" POUR STOP SLAB PER PLAN k VARIES T T.O CONC. x 116'-7 1/2 T. . 0. STL, BEAM PER PLAN---` r SOLID TREATED BLKG. BTWN. PLYWD. AND CONCRETE 1 1/2" LTWT. CONC., TYP. 117 - 5 UX T.O. PLYWD. 11 7/8" I-JOISTS PER PLAN SCALE: 3/4" = l'-O" r '** l 4 SCALE: 3/4" = l'-O" S8 / SLAB PER PLAN VARIES 11. X . : T.O. SLAB Y JN 116'- 7 1 L2 4 4. a 116'-7 1/2,4�,_ T T.O.W. T. 0. STL. y 6C 1 RETURNS, TYP. 3/1 —1_4x4xl/40'-8 1/2 W/ (3)-3/4"0 THRU-BOLTS @ EA. LEG BM. PKT.------ 1" MIN. SHIM & NON-SHRINK GROUT SEE 7/S7 FOR WALL INFO. SCALE: 3/4" l'-O" (4)-10d NAILS INTO EA. LOOKOUT, TYP. EQ. 1 1/2" LTWT. CONC., TYP. TYP. 11 �/8" [-JOISTS PER PLAN 11 7'-0 T.O. PLYWD. 116 1/2 T. O. STL. BM. PER PLAN W/ 2x NAILER DRIVE-PINNED TO TOP FLANGE (PROVIDE SOLID BLKG. ABOVE NAILER FOR HANGER ATTACHMENT) SCALE: 3/4" = l'-O" CONT. 2x10 STRUCTURAL SUB-FASCIA, SEE PLAN (4)-10d NAILS @_,,-, EA. RAFTER, TYP. TYP- 2x10 RAFTERS PER PLAN 2x BLKG. BTWN. RAFTERS @ BRG., TYP, 2x6 STUDS @ 16" W/ 1/2" PLYWD. OR OSB SHEATHING SCALE: 3/4" = l'-O" CAP t: 1/2"xBM. WIDTH xO'-8 W/ (2)-3/4"0 THRU-BOLTS. (l)-EA. SIDE OF WEB. RETURNS, TYP. 'LAN SCALE: 3/4" = l'-O" PLAN (6)-3/4"0 THRU-BOLTS 7x1 7/8 LVL 1 1/2" 11 7/8" I-JOISTS PER PLAN 10x10 POST SCALE. 3/4" = l'-O" 116'-7 119 T T.O. STL. NOTE: GARAGE SLAB/WOOD FRAMING NOT SHOWN FOR CLARITY Z 3116" BOTH SIDES V JL4x4xl/4xBM. WIDTH W/ Z A, z (2)-1/2"0 THRU-BOLTS 117' 2 1 4 - T. STL T 11 -7 1 /2 \ r T.O. STL. BEAMS PER PLAN SCALE: 3 _O)j CAP 1�: 1/2"xBM. WIDTH xO'-8 W/ (2)- 3/4"0 THRU_ BOLTS. (l)-EA. SIDE OF WEB. HSS COL. PER PLAN SCALE: 3/4" = l'-O" SEE PLAN A, T. 0. STL. T �'"— WIDE FLANGE BM. PER PLAN T 1/2" LTWT. CONC., TYP. 124'-9 T.O. PLYWD. T 1 1/2" LTWT. CONC., TYP. --\ SEE PLAN T.O. PLYWD. ---- -RIM PER PLAN -,-BM. PER. PLAN SCALE: 3/4" = l'-O" 3" STONE/CONC. OVER WATERPROOFING MEMBRANE BY SLOPE OTHERS OVER 3/4" T&G SHEATHING 9 1 V.I.F. IL r1� t1 I T. O. STL. T JOISTS PER PLAN `—PACK WEB SOLID FOR FACE MOUNT (SLOPED) HANGERS FASTEN W/ 3/4"0 SEE PLAN FOR THRU-BOLTS @ 16" O.C. (STAGGERED) HANGER SCALE: 3/4" l'-O" RIM PER PLAN CRIPPLE WALL ALIGN STUDS & JOISTS ABOVE W/ JOISTS BELOW k 113' -9 TT.O. PLYWD. 11 7/8" [-JOISTS PER PLAN SCALE: 3/4" = l'-O" I-JOIST BLKG. BTWN. JOISTS @ BRG. 1 1/2" LTWT. CONC., TYP J, 115'- 7 T T.O. PLYWD, --- BQ TYP. 11 7/8" I-JOISTS PER PLAN 3" (NOM.) STONE/ CONCRETE OVER WATERPROOFING MEMBRANE BY OTHERS. VERIFY SLAB SLOPING & DRAIN LOCATION W/ ARCH. L-11 7/8" I-JOISTS PER PLAN CRIPPLE WALL BEAM PER PLAN SCALE: 3/4" 1 11 7-,3 All T.O. CONC. I' POUR STOP--\ S LAB Pr E R PLAN x "a xa A, 116-7 1 Z2 Y T. STL. QTYP. 3/16 tf r 2x NAILER DRIVE-PINNED TO BOT, FLANGE 1 1/2" LTWT. CONC., TYP. 115 - IL EEI F=- T.O. PLYWD. T (117'-3 @ SIM.) 1" RETURNS, TYP. BEAMS PER PLAN SCALE: 3/4" = l'-O" designed by MPS drawn by MTN checked b y TDH issued PROGRESS 03/14/08 � C�) 06/05/08 Co Co < CIA 0 00 (3 0 0 CC) Co C 0 CD to 0 pj Vj o 0 0 r- t- C14 m m z 0) cowHnx C to 0 n L I- (o (n _j J D C V) Z C) 0 � Lo n U . ) Q Lo (o CY) oo!� D X o ban 0 :3 00 0)0) Ic I- 41 d ;T4 0 rc designed by MPS drawn by MTN checked b y TDH issued PROGRESS 03/14/08 � C�) Co O a o C) � � Q t_=M4 ;T4 0 o � E-4 designed by MPS drawn by MTN checked b y TDH issued PROGRESS 03/14/08 � C�) =167 , KM (2)-3/4"0 LAGS -Y MAX. STONE/CONC. OVER WATERPROOFING MEMBRANE PER ARCH OVER 3/4" T&G STURDIFLOOR SLOPE (B TYP. EQ. JOISTS PER PLAN (RIPPED) HOUSE SM. INTO POST AS SHOWN 1 Oxl 0 POST SCALE: 3/4" = l'-O" BRG. T_: 1/2"x9NO'-9 W/ (4)-1/2"0X6" LAGS HSSS 3x3x3/16 (4)-#5's VERT. , #3 TIES x r C @ 16" O.C. n 10 (4 )-#5 DWLS x 6" SEE SCHED. FOR REINF. SCALE: 3/4" • l'-O" T.O.W. F__I F - - STONE VENEER 4 #5's @ 16" O.C. EA. C PER ARCH. STONE VENEER [CAL SITE WALL COUNTERFORT 0 0 cc 00 PER ARCH. (4)-#5's VERT. IN 2 0) a) 0 to n ton ROWS 0 END OF N 0) 0) Z COUNTERFORT no W n Ix (4)-#5 DWLS x I o o if 4, SEE SITE PLAN @ END OF L4x4x1 /4x0'-10 W_� COUNTERFORT 0 (2)-3/4"Ox6" EXP. ANCH. 1i Ii 7 71 1 EA. SIDE (Y FROM EDGES) 0 @ 16" O.C. - I ) Q 2" rl- CONT. L4x4xl/4 W/ 2'-0 L 5/8"0x4" EXP. ANCH. 0 X r) WAY @ TOP SEE SCHED. An L 4J (4)-#5's VERT. , #3 TIES x r C @ 16" O.C. n 10 (4 )-#5 DWLS x 6" SEE SCHED. FOR REINF. SCALE: 3/4" • l'-O" T.O.W. F__I F - - ll� _j 4 4 ------- 4 #5's @ 16" O.C. EA. C Q0 STONE VENEER [CAL SITE WALL COUNTERFORT 0 0 cc 00 PER ARCH. (4)-#5's VERT. IN 2 0) a) 0 to n ton ROWS 0 END OF N 0) 0) Z COUNTERFORT no W n Ix (4)-#5 DWLS x I o o if 4, SEE SITE PLAN @ END OF COUNTERFORT T T.O. GRADE 2'-6 1i Ii 7 #5 DWLS x o 4 0 @ 16" O.C. - I rl, C . 4 00 0) r-, Q 2" rl- CONT. L4x4xl/4 W/ 2'-0 00 5/8"0x4" EXP. ANCH. 0 X r) WAY @ TOP 24" O.C. An L 4J o Z (2)-#5s CONT. HORIZ ............ a) U_ a. � TOP & BOT. SEE PLAN fy- T. � 0 0 PERIMETER DRAIN PER C\l VERIFY LOCATION IN FIELD TYPICAL COUNTERFORT REINFORCING ll� _j 4 4 ------- B #5's @ 16" O.C. EA. C Q0 WAY @ EA. FACE IN [CAL SITE WALL BASE T_: 1/2"x8"x0'-8 W1 (4)-5/8"0x6" EPDXY ANCH.'s ON 1" MIN. SHIM & NON-SHRINK GROUT #5's VERT. @ 16" #5's CONT, HORIZ. @ 16" #5 DWLS X E PER SCHED. #5's TRANSV. 0 12" O.C. PERIMETER DRAIN PER SOILS ENGINEER (5)-#5's CONT. LONGIT. SCALE: 3/4 '= 1 k � SEE WALL SECTION FOR REINF. COUNTERFORT WALL 2" 2 ■ Mr (4) - #5's D WL's IN 2 ROWS @ END OF COUNTERFORT L os @ 16 O.C• EA. WAY EA. FACE 8' O L SEE PLAN T T.O.W. r (2)-#5's CONT. HORIZ. TOP & BOT., TYP. SEE PLAN CONC. COUNTERFORT 4 4 ------- #5's @ 16" O.C. EA. 00 Q0 WAY @ EA. FACE IN 0 Co (o ( 3 COUNTERFORT 0 0 cc 00 Z (4)-#5's VERT. IN 2 0) a) 0 to n ton ROWS 0 END OF N 0) 0) Z COUNTERFORT no W n Ix (4)-#5 DWLS x I o o if @ END OF COUNTERFORT 2'-6 1i Ii 7 #5 DWLS x o 0 @ 16" O.C. - I rl, C . 4 00 0) r-, Q It \ rl- 2'-0 00 #5's @ 12" O.C. EA X r) WAY @ TOP 0 m An L 4J Jill a) U_ a. � L SEE PLAN, SEE PLAN 0 T. � 0 PERIMETER DRAIN PER SOILS ENGINEER VERIFY LOCATION IN FIELD TYPICAL COUNTERFORT REINFORCING KNIFE. R: 1/4x3xO'-7 1/4 W/ (2)-3/4"0 THRU-BOLTS SM T_: 1 Oxl 0 POST 5/8x6 1/2xO'-6 1/2 BASE PL: Cq 1 -1 1/2"x12"x1'-O W/ (4)-5/8"Ox8" HSS 3x3x1 /4xO'-4 z 31 EPDXY OR EXP. ANCH.'s ON 1" 3' -0 r MIN. SHIM & NON-SHRINK GROUT (2)-#5 DWLS x 0 5" SLAB PER PLAN- ALT. LEGS A � SEE PLAN @ 12" O.C. 1/2" EXP. MATL, TYP. z T.O. CONC. U U 1 0 0 REF. SPREAD FOOTING SCHED. -FOUNDATION WALL SHEET S2, FOR FTG. PER PLAN REINF. K) 12� SCALE: 3/4" = l'-O" ;EE PLA�N4 T.O W ----------- ---------- to ' t -- ,L --_4J b. lob Z_ #5s 0 16" EA. WAY @ BOT. 2'-0 (2)-#5 DWLS x10 @ 12" O.C. , I ALT. LEGS N - SEE WALL SECTION FOR REINFORCING /2" EXP. MAT'L, TYP. —5" CONC. SLAB PER PLAN SEE PLAN • T. 0. SL AB LAB SCALE: 3/4" = 1' •0" 1/2" 0 x 10" A.B.'s @ 48" O.C,__l IN CONT. TREATED 2x6 ft AkSEE PLAN T T. W. .,—#5's @ 16" O.C. VERT., EA. FACE STONE VENEER PER ARCH. -4 .4 2" CONT, L PER SCHEDULE #5 s @ 16" O.C. HORIZ., EA. FACE SEE SHEET S2 4: #5 DWLS x 1101 @ 48" O.C. I EA. FACE 6" 0 .kSEE PLAN T T. A< -#5's 0 12" O.C. EA. WAY 0 . 4. 4 -'4 SEE PLAN SEE PLAN SEE PLAN SEE PLAN SCALE: 3/4" = l'-O" 8xl 8xl (NO (2)-3/4"0 THRU-BOLL 10x10 POST NOTCHED AS SHOWN SCALE: 3/4" = l'• O" (2)-3/4"0 LAGS designed by 06/05/08 drawn by 00 Q0 Checked by 0 Co (o ( 3 issued 0 0 cc 00 Z C 0) a) 0 to n ton N 0) 0) Z no W n Ix o if C � 7 0 rl, C . 4 00 0) r-, Q rl- 0 L 00 :3 .1; X r) Q 0 m An L 4J .p () t'- <t a) U_ a. � designed by MPS drawn by MTN Q0 Checked by TDH CO issued O PROGRESS 03/14/08 � � W � Q a W 0 o � a �° designed by MPS drawn by MTN Checked by TDH issued PROGRESS 03/14/08 PROGRESS 01" is PERMIT 06ZO5ZO8 sheet JOB #0802-07 00 cv ?C Q 7 0 X Q I NOTES: 1. RETAINING WALLS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS: LATERAL PRESSURE: ACTIVE — 40 pcf PASSIVE — 300 pcf COEFFICIENT OF FRICTION: SOIL — .35 ROCK — .7 FACTOR OF SAFETY: OVERTURNING — 1.5 SLIDING — 1.5 SOIL UNIT WEIGHT — 120 pcf CONCRETE UNIT WEIGHT — 150 pcf BOULDER UNIT WEIGHT — 150 pcf SOIL BEARING PRESSURE — 2000 psf 2. BOULDERS ARE TO BE 1' -6 TO 4' -0 IN DIMENSION AND SHALL BE OF ANGULAR SHAPES (NOT ROUND) 3. PLACE BOULDERS SO THEY INTERLOCK BOTH VERTICALLY AND HORIZONTALLY 4. DIMENSIONS SHOWN ARE APPROX. BUT THE TOTAL HEIGHT OF THE WALL MAY NOT EXCEED 6' -0 AND THE SLOPE MAY NOT BE STEEPER THAN 21 5. BACKFILL AND BASE SOILS SHALL BE VERIFIED BY SOILS ENGINEER DURING CONSTRUCTION OF WALL 3' -0" 6' -8" MIN. 1 2F All // m GRAVEL FILL AND FILTER FABRIC PER SOILS — ENGINEER FOR DRAINAC-1. designed by MPS drawn by M TN checked by TDH issued PROGRESS 03/14/08 P ER M IT 0 6 0* •i r r . i « iI► ' 0 0,5 01011 M ! •" 1•. 1 1 1 2- 4 2 l' -0 MIN. EA. BOULDER, TYP. TYPICAL BOULDER RETAINING WALL (DOUBLE TIER) SCALE: 1 /2 " =1' -O sheet •C ; •i! i C j 00 > N O 's O -14-- U Q o oo oo z Z3 ice- ( - )0')0 ) 1 U) 2n� ° r. I, c'vQrn<) F z Q, ao w � .,-. Q `E '`7t -tea¢ co to t.,_ :D r 0 Q} � C r. U)nlj 00 Cy) CY) Co mJax L i to a > � ?C Q 7 0 X Q I NOTES: 1. RETAINING WALLS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS: LATERAL PRESSURE: ACTIVE — 40 pcf PASSIVE — 300 pcf COEFFICIENT OF FRICTION: SOIL — .35 ROCK — .7 FACTOR OF SAFETY: OVERTURNING — 1.5 SLIDING — 1.5 SOIL UNIT WEIGHT — 120 pcf CONCRETE UNIT WEIGHT — 150 pcf BOULDER UNIT WEIGHT — 150 pcf SOIL BEARING PRESSURE — 2000 psf 2. BOULDERS ARE TO BE 1' -6 TO 4' -0 IN DIMENSION AND SHALL BE OF ANGULAR SHAPES (NOT ROUND) 3. PLACE BOULDERS SO THEY INTERLOCK BOTH VERTICALLY AND HORIZONTALLY 4. DIMENSIONS SHOWN ARE APPROX. BUT THE TOTAL HEIGHT OF THE WALL MAY NOT EXCEED 6' -0 AND THE SLOPE MAY NOT BE STEEPER THAN 21 5. BACKFILL AND BASE SOILS SHALL BE VERIFIED BY SOILS ENGINEER DURING CONSTRUCTION OF WALL 3' -0" 6' -8" MIN. 1 2F All // m GRAVEL FILL AND FILTER FABRIC PER SOILS — ENGINEER FOR DRAINAC-1. designed by MPS drawn by M TN checked by TDH issued PROGRESS 03/14/08 P ER M IT 0 6 0* •i r r . i « iI► ' 0 0,5 01011 M ! •" 1•. 1 1 1 2- 4 2 l' -0 MIN. EA. BOULDER, TYP. TYPICAL BOULDER RETAINING WALL (DOUBLE TIER) SCALE: 1 /2 " =1' -O sheet •C ; •i! i