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HomeMy WebLinkAboutB07-0142 PlansFOUND A No. 5 REBAR UTILITY & DRAINAGE EASEMENTS \ WITH A 1 1/2" ALUMINUM CAP \ L.S. No. 30091 r V• LOT 10 / / \ 0 CANT. \ O 10 Op c3� g 6. GRAPHIC SCALE c� ,, - '�o ,- -' � ��° BEAK EL EL. - , ` cp za o 10 2 as s o � %-- 8605.8 , f \ t�3�� � ,✓�'_ ( IN FEET Lit I mach = 20 ft r�. ,, --' -' U GC �•© `'�` \ OUTL OF • '' ,,• '' R i �' FOUNDATION f , FOUND A No. 5 REBAR "' cW 51 WITH A 1 1/2" ALUMINUM CAP -' INDICATES CONCRETE PEAK EL. ,' \ -� » FOUND A No. 5 REBAR L.S. Na 30091 0 ,,.� RETAINING WALL � $604,2 , .� g,0 \ "' WITH A 1 1/2" ALUMINUM GAP ,. °° ,.'� cn / •� \ . p L.S. No. 30091 RADIUS = 1.25.00' DELTA = 11'27'47" ARC = 25. TANGENT = 12.55' CHORD = 24.97' LOT 11 .- -°' ,• .. ° -� f ° E �; ' a L , °' �° \ BRIG = S30'53'54 "E 0.597 ACRES,r' FOUND A No. 5 REBAR p' \ 4852 MEADOW LANE.— °� WITH A 1 1/2" ALUMINUM CAP OO OUN IN E OF i L.S. No. 30091 �• i ,,.''". COVERED ENTRY Q � � / / / .- U PEAK EL, / 8608x7' NOTES: �r 0 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE "C O O f MONUMENTS INDICATED HEREON, FOUND A No. 5 REBAR FOUND W � � WITH A 1 ALUMINUM CAP \ � �� � '� '� ,. •' 2) THE BOUNDARY DIMENSIONS,' EASEMENTS AND RIGHTS OF WAY SHOWN L.S. Na. 30091 4 s: / j HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. 0.558 ACRES / c� � / �dt 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY 4862 MEADOW LANE �, �,, / f LEGAL ACTION BASED UPON ANY DEFECT IN- THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CER11FICA11ON SHOWN HEREON. * �jj I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS �.• PREPARED FOR SINGLETRACK BUILDERS, THAT IT IS NOT A LAND SURVEY 0 '` ! PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT 0 - ,,• �' LOT '� � OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. } � i /� �y�- U N P LA T 1 +' `' I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED \ ( U . S. F OREST SERVICE) � � *� � / PARCEL ON THIS DATE 8/1/2008 EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, \ ,� ,r THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT f / CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. C iz • s 0 0 a • U b � �r 0 !G "C O h, W � o° CU x: 4 s: m Q c� C iz • s 0 0 a • Ln S �r 0 o° CU 4 (D (f} C iz • s 0 0 a • 'Iy Home at* A Custom Si LOT 126 Meadow Lane 4856 Meadow Lane (Lot 12 Block 7, Vail, C olorado For De r r � WIE$ um� B 0 i g h orn S opme i Zi 4" PERIMETER DRAIN. REFER TO !LS AND AT DRAINGE FLOWS. INVESTIGATION REPORT. 2, PROVIDE STRAW BAILS WITHIN 2. PERIMETER FOUNDATION DRAINAGE 5 TO DITCH BOTTOMS AND DRAINOE BE COLLECTED AND EXTENED TO '\ FLOWS AS REWIRED. DAYLIGHT, IF DAYLIGHT CAN NOT BE 3. PROVIDE STRAW COVER AT t 1 1 1 REACHED THEN COLLECT INTO A DRYI%ELL ALL SEEDED AREAS FILLED ITH GRAVEL. PIE BETIIEEN% FOUNDA AND DAYLIGHT P OR DRYNELL LOT 15 TO BE SOLID. 3. ALL UNDERGROUND r ,>OHN5FOUT LOT 12 1 4852 MEADOW LANE COLLECTION SYSTEMS ARE TO BE IN SOLID PIPE. HEAT TAPE IN DOWNSPOUT 2 0.573 ACRES A TO EXTEND 4'-0" BELOW GRADE. 4862 MEADOW LANE III0 , 0.582 ACRES LOT 11 12 4\ COPYRIGHT RESERVATION: 2 0 -41, THE DRAWINGS, SPECIFICATIONS AND OTHER CUMEN� PREPARED BY VE ARCHITECT FOR THIS PROJECT ARE 51 I I I I I I I I 1 11 1 1111 1 11 1111111111111 1 1 1 1 1 11 11 1 %% 1 "11,000 INSTRUMENTS OF THE ARCHITECT'S SERVICE FOg USE SqLELY WITH RESPVT TO THIS PROJECT AND, UNLESS OTHERWISE PROVIDED IN WRITING, THE T SHALL\BE DEEMED THE VOLE AND EXCLUSIV NZ RSON, ALIT DF ESE � DOCUMENTS AND SHALL RETAIN, WITHOUT LIMITATION, ALL RIGHTS, INCLUDIN THE COPYRIGHT E WHETHER HAVING COME RIGHTLY INTO POSSESSIO-C HEREOV OR OTI XSHALL EMPLOY TH DOCUMENTS ON ANY OTHER PROJECT, NOR FOR ADDITIONS TO TH O P S PROJEqT NOR FOR THE OMPLETI I PROJECT BY 1 I � A OTHERS, UNLESS WITH THE PRIOR EXPRESS WRITT CONSWT OF T ARCHITECT A� UPON PROPRIATE LIMITS OF COMPENSATION TO THE ARCHITECT IN AN AMOUNT KIND SATISFACTORY To THE RCHITECT. THE ARCHITECT EXPRESSLY CLAIMS ALL PROPRIETARY RIGHTS IN TH %MATERIA WHICH IS ISS CONFIDENCE FOR DESIGN L52-0"15-0" CON5TRUCTION AND /OR CONSTRUCTION PURPOSES OF THIS PROJECT AS NOTE THESE ERIM S MAY NOT BE COPIED, MODIFIED, -1 FENCE P ---,, NOR EMPLOYED IN ANY WAY WITHOUT THE SPECIFIC IOR WR11t CON NT A�VPERMISSION OF THE ARCHITECT. EASEVENT 15 '-04- L _j _B6C)o -- 5ETE3A6K t _ 5TTBAGK OU � LI NE OF L ID P r \A D E CONTRACTOR NOTES 4- CONSTRUCTION DOCUMENTS NOTE: ------------ ----- --- ----- _,8590 THESE CONSTRUCTION DOCUMENTS INCLUDING ARCHITECTURAL L SHEETS HAVE BEEN PREPARED IN RESPONSE TO THE SPECIFIC BAST I U 8 S ERVICES REQUESTED BY THE OWNER CONTEMPLATING CONTINUE N E INVOLVEMENT, SELECTIONS AND DECISION MAKING BY THE GENERA ---------- CONTRACTOR AND OWNER THROUGH COMPLETION OF CONSTRUCTION. ------- - ------- IF all It I THESE DOCUMENTS INDICATE THE SCOPE OF ARCHITECTURAL DESIG - I! I CO APPROVED BY THE OWNER AND INCLUDE DIMENSIONS OF UNIT r -UNIT THE BUILDING THE TYPES OF STRUCTURAL SYSTEMS AND AN �C_ OUTLINE OF THE ARCHITECTURAL AND STRUCTURAL ENGINEERING THI — 1 1 1 1 ! A, TH If �0_ ELEMENTS OF CONSTRUCTION. TH ESE B5`80 HES CONSTRUCTION DOCUMENTS PROVIDE THE SCOPE OF 5ECONP 'r 5/4" 3/4" trV I I SERVICES AS OUTLINED IN THE AGREEMENT FOR ARCHITECTURAL It --- i -4 t 8 N 4_14 4 SERVICE A ND THEREFORE DO NOT NECESSARILY INDICATE OR 1_4 u) A LL MATERIALS REQUIRED FOR FULL PERFORMANCE AND LU DESCRIBE A xt F I A 7 C 11 RST_ —_ == - t COMPLETIO �I OF THE WORK. 8,565-0" It 0 =5605' IT IS THE UNDERSTANDING OF THE ARCHITECT AND ENGINEER T -5" THE GENERAL CONTRACTOR SHALL FURNISH ALL WORK REQUIRE -A FOR PROPER COMPLETION OF THE WORK AND THAT THE WORK LL THIRD It A- BE OF SOUND AND QUALITY CONSTRUCTION IN ACCORDANCE WIT ------- j 0 IV - INDUSTRY STANDARDS AND ALL MANUFACTURERS SPECIFICAT 4 --------- --- -bb -4" INSTRUCTIONS, AND WARRANTY REQUIREMENTS. SECOND It THE CONTRACTOR, BASED ON THE FOREGOING, SHALL PREPAR OR 0 a- B5� OWNER REVIEW A REALISTIC BUDGET WITH A LATITUDE OF PRIGS F 1t:.' , BASED ON ASSUMPTIONS OF SCOPE OF WORK AND OWNER PRO JCT MUD V MUD LEVEL o ff X SELECTIONS. 86 5 b A MUD Ltvtq�_ 856C�-O" -A Q DE( 0 1111 --- CONTRACTOR'S RESPONSIBILITIES: 4 _ _ i .-- b5 --I' (p 6E I K THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFY] A A e r ALL EXISTING CONDITIONS, CONSTRUCTION DOCUMENTS, ST RUCTURAL DOCUMENTS, MUNICIPAL AND/OR COUNTY ZONINA CODES, PERTINENT IRC 2003 CODE REQUIREMENTS, AND GENE L ------- 11 --- SPECIFICATIONS. FECK, __A Q0 LOT 1 0 A 5ETBA(!,K - -::— I \ f I - , I �, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MECHANICA I— �Lu 1 67A5 ON - AND ELECTRICAL ENGINEERING, DESIGN, SPECIFICATIONS AND �MFTER DRAWINGS AS REQUIRED FOR BUILDING PERMIT AND APPROVAL �,5B i I OWNER AND ARCHITECT. T.O OAS FA5 METER CL05ET ;'. ,:� .:;:+ ... r r I 1 ! j \ 1�y St \ \ : �, �tv V ° "�•' � �*, .� � . � - --- 1 l t � ; - ._ ._ , , , �� 9 ! ,.:,.. � . , r t � t1 1 �\ i � , }. :✓. � � 1' � t�' .f' < <• 1ti�:� A 6A5 GENERAL NOTES: V t E;.... I ��. \ r _t, 1 \ - ^`, ' ' METER . /1 \ _�- '�-; ,'°• =,_ ''., � L_J -- -- -- --;� i� \i � ....1 C`� _.\ ,. _� -':�- 1 \ t , , _t- ','':."` ".�` `' J j ..-` �j 4th DRAWINGS ARE NOT INTENTEDED TO BE SCALED. DO NOT SCALE DRAWINGS. \N 2 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS N V v� % THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING Y -, .-. ......... ... , MATERI NOTIFY ARCHITECT OF ANY CONFLICTS OR MATERI .. ........ .......... . .. .. ........ > DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. ........................... .. ............. .......... 3 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLV 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. 5 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, 8 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 T WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IRC 2003 AND ALL LOCAL AND REGIONAL CODES. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDI AND OBTAIN APPROVAL FROM THE ARCHITECT/ It' 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"EQUAU'PRODUCTS WILL BE ACCEPTABLE ONLY WITH OWNER'S WRITTEN APPROVAL. UNIQUE SPECIFIED 11 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. ...... ........ ............ ..... Ni ..... L9 e TREE TO REMAIN UNDISTURBED LOT 1 NOTE: EXISTING HOUSE STRUCTURE TO BE COMPLETELY DEMOLISHED. 1 GON5TRUGTION FENGE WITH 5ILT FENGIN6 AT f3A5E EB AR I FOUND PLAIN 5 8561.4 FLEV. CMS' LINE OF E> GRAVEL DRIVEWAY E Im 9 S25 " p\P\D\US 125.00, 45-50 1 1 °27'47 B P = '25-01 12.5 5 NOTE: 3/4" WATER SERVICE � � pN GEN LINE 15 ASSUMED. VERIFY IF '24.97 3/4" 15 ACCEPTABLE 11V FIRE CH \D '5354"E PROTECTION ENGINEER. BRIG S30 r I z ......... ........... -4 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . ..... ...... 3/4" HATER SERVICE NOTE. COORDINATE PAN INSTALLATION WITH TOWN OF VAIL .......... . . . . . . . . . . 5 .6 OVERLAY PROJECT. ALL UNDERGROUND UTILITY INSTALLATION 24 5e p \/jrE TO BE DONE BEFORE OVERLY (HATER, 67A5, PHONE, SEWER) 5N0�� 4., aEWER PRe �_O 1 E&-) 11" � ' t"get- 4' WIDE GONG. PAN (5090, OF�3a5 5.F.ORIV E OT 0 ojI40�� PROJECT NORTH AS REO'O BY T.O.V & /-F �_ b42 SF- H a HITH 2" INVERT. l 0 � Ejo 0 AT) OF 2�40 5F E (50 mp P\DO THIS SYMBOL REFERS TO PROJECT NORTH. FOR ACTUAL NORTH, REFER TO SITE PLAN OR SURVEY DOCUMENTS. ly SITE PLAN 1 11= 10 - 0 11 ARCHITECTURAL DRAWING5 Al ARCHITECTURAL 51TE PLAN A GRADING AND DRAINAGE PLAN A2 FIRST FLOOR PLAN A3 SECOND FLOOR PLAN 4' WIDE GONG. PAN EXTEND EXISTING 18" 4" SEWER SERVICE A5 ROOF PLAN AS REO'D BY T.O.V CULVERT CONNECT TO 5ENER. 85 56.9 4" SEWER SERVICE 3/4" HATER WITH 2" INVERT. (NO MAIN CONNECT TO 5EHER SERVICE HEAT) SECTIONS - BOTH UNITS MAIN SECTIONS - BOTH UNITS Al2 SECTIONS - BOTH UNITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . ..... ...... 3/4" HATER SERVICE NOTE. COORDINATE PAN INSTALLATION WITH TOWN OF VAIL .......... . . . . . . . . . . 5 .6 OVERLAY PROJECT. ALL UNDERGROUND UTILITY INSTALLATION 24 5e p \/jrE TO BE DONE BEFORE OVERLY (HATER, 67A5, PHONE, SEWER) 5N0�� 4., aEWER PRe �_O 1 E&-) 11" � ' t"get- 4' WIDE GONG. PAN (5090, OF�3a5 5.F.ORIV E OT 0 ojI40�� PROJECT NORTH AS REO'O BY T.O.V & /-F �_ b42 SF- H a HITH 2" INVERT. l 0 � Ejo 0 AT) OF 2�40 5F E (50 mp P\DO THIS SYMBOL REFERS TO PROJECT NORTH. FOR ACTUAL NORTH, REFER TO SITE PLAN OR SURVEY DOCUMENTS. ly SITE PLAN 1 11= 10 - 0 11 ZONING STATISTICS PARCEL NUMBER: 210113104010 LEGAL DESCRIPTION: LOT 11, BLOCK 7, FILING 5, SUBDIVISION CLASS OF WORK: NEW CONSTRUCTION ZONING: PRIMARY /SECONDARY LOT AREA = .597 ACRES = 26,005 SF SITE COVERAGE: MAXIMUM (20%) OF LOT AREA = 5,201 S.F. PROPOSED SITE COVERAGE = 3,552 S.F. (13.6 %) IMPERVIOUS COV 2331 S.F. STORIES: 2+BASEMENT PARKING: 6SPACES GRFA CALCULATIONS: GRFA ALLOWED: ARCHITECTURAL DRAWING5 Al ARCHITECTURAL 51TE PLAN ALI GRADING AND DRAINAGE PLAN A2 FIRST FLOOR PLAN A3 SECOND FLOOR PLAN A4 THIRD FLOOR PLAN A5 ROOF PLAN Ab NORTH ELEVATION Al SOUTH ELEVATION Ab NEST ELEVATION Aq EAST ELEVATION AIO SECTIONS - BOTH UNITS All SECTIONS - BOTH UNITS Al2 SECTIONS - BOTH UNITS A13 SECTIONS - UNIT A A14 5EGTION5 - UNIT A A15 1SECTIONS - UNIT A Alb SECTIONS - UNIT E3 AI SECTIONS - UNIT 13 Alb SECTIONS - UNIT B Alci SCHEDULES A20 DETAILS A21 DETAILS LI I LANDSCAPE PLAN ZONING STATISTICS PARCEL NUMBER: 210113104010 LEGAL DESCRIPTION: LOT 11, BLOCK 7, FILING 5, SUBDIVISION CLASS OF WORK: NEW CONSTRUCTION ZONING: PRIMARY /SECONDARY LOT AREA = .597 ACRES = 26,005 SF SITE COVERAGE: MAXIMUM (20%) OF LOT AREA = 5,201 S.F. PROPOSED SITE COVERAGE = 3,552 S.F. (13.6 %) IMPERVIOUS COV 2331 S.F. STORIES: 2+BASEMENT PARKING: 6SPACES GRFA CALCULATIONS: GRFA ALLOWED: .4610 LOT AREA <10,000 S.F. =4,600S.F. .38% LOT AREA 15,000 S.F. =1,900 S.F. .13% LOT AREA 1,005 S.F.) = 1,430 S.F. , 1 TOTAL = 7,930 S.F. PRIMARY/SECONDARY SPLIT: 60% = 4,758 S.F. (UNIT A) 40% = 3,172 S.F. (UNIT B) GRFA CALCULATED AS ADOPTED GRFA REVISIONS ORDINANCE NO. 14, SERIES 2004. Refer to sheet GRFA for calculations and delineation of areas. UNIT A LOWER LEVEL = 1,106 S.F. GARAGE = 671 S.F. GARAGE CREDIT = -600 S.F. SUB-TOTAL = 1,177 S.F. LOWER LEVEL (50.3% exposed)= 592 S.F. MAIN LEVEL = 1,582 S.F. UPPER LEVEL = 1,201 S.F. 1 6 VAULT = 12 S .F. [TOTAL = 3,499 S.F. UNIT B LOWER LEVEL = 914 S.F. GARAGE = 638 S.F. GARAGE CREDIT - -600 S.F. SUB-TOTAL - 952 S.F. LOWER LEVEL (50.3% exposed)= 504 S.F. MAIN LEVEL = 1,375 S.F. UPPER LEVEL v, = 859 S.F. 16' VAULT = 136 S.F. I TOTAL = 2,874 S.F. 1COMBINER TOTAL = 6,373 S.F. Refer to sheet GRFA for calculations and delineation of areas. FIRE PROTECTION FIRE SUPPRESSION SYSTEM: AUTO SPRINKLER SYSTEM REQ'D 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. UTILITY LEGEND —5 5ENER ALL UTILITY LOCATIONS, NATEP, HOOK-UP5, AND LINES TO METER GLO5ET5HALL BE GA5 FIELD VERIFIED BY _E ELEGTRIGITY CONTRACTOR BEFORE COMMENCEMENT OF —TV— CABLE TV CONSTRUCTION —PH TELEPHONE ICI 3 �! TOWN OF VAP r \ r \ r \ r \ r k \ r \ r \ r \ r r r \ r 1 \ 1 \ \ SOT 12 862 MEADOW .582 ACRES La -S - 1 85&7' -3" E3.0.5TEP 8564' -ci" T.0.5TEP5 85 &4' -7 1/2" B.0.5TEP5/ 8562-W NOTE: PROTEGT- INLET FROM 51LT IN 5TRAW BALE5 / 5 RED AR FOUND Pk- No. 85 61 . 4 ELEV. = s {BENGNMAt2 % f / f � 1 � I �- - ~' ~- ' R,EPLP.GE EXiSf"It1U ,2�D W/ FLARED END DIA, GPP GUL`/ER.T X 4' PAN SECTION - 0 SLOPE FLOW , my O -, MIN GCE tN = COVE LINE 2% MIN. 8560' -6" I5LoPE 2% Mi1N. ENSURE 12 AT LDRIVEWAY p SOT 11 4852 MEADOW 0.573 ACRES ( � p 50 i ) 1 1 � 1 1 1 � BOULDER HALL BOULDER HALL — 85BU BOULDER HALL WINDOW WE 5568' -b" BOULDER HALL PATIO 8564'=127" LOT ,C,0 r �T.0.5TEP5 85 &4' -Q \ B .O.STEPS 8562 -5 T.0.5TEP5 8562 - 3 " `�E ;.0.5TEP5 855�f " -a" T.0.5 855q' -7 1/2" , `�B.0.5TEP5 5LOPE FLOW 4' PAN CULVERT W/ i8" PIA. GPP CULVERT X 45' LINE 2% MIN. 8556-0" W/ FLARED END 5EGTION5. INV. IN = 54.0' INV. OUT = 531' 5LOPE 2% MIN. ENSURE 12' MIN. COVERAGE AT DRIVEWAY ° ° pRA�NAGE UTAUV & EASEM FOUND p,AIN N F REB AR Et.EU �B� ; � M1 — p OLE uTIL.iTY OED. pHONE — 1 8554 CATj PEA. GRADE ROA05I0E DITCH TO DRAIN ® 25'ro MIN, I•_b' N x b'-0 MIN. TOP SOIL CAP i ( �� 'Y• •" — ER SOILS E�Qh po %N&AGE RIC FILTER FABRIC J 2 T II ❑ � Lp q p p E T q L ( 7 7 E3'7 g N E WIDT NIAI ApN({DrE "pBpRpIUllTNMRND SHRI E HAVE N AMAX Ul DIM.EPSIpN I RDUNb SU RCICKSSNA7ELY f�A7 A.NUUpeLAR SUERUFLACrES. AV ❑QID 2. 7IN £ NpVA'FITIH DAjDyJ[Ap�CEp`N PF C LARGE"RNTBf UTURE BQUL4 RISI6AHIT THI OF4H TN p 3. BEET IFM Nkrd'N X ' Tp €L�EED 6'�OPER TIER ANDTAn �h�£IGH SN}LI6PECE:MA1'gRNilF gIBIE ` SPEEPER T THAN 2:I 7HE PIPE a. Pp� UII��RR((IT��IIIAgBOIDUL DpERAeS A�('LKINgG.APP�L1E�D TO TH€ EARTM CUT SLOPE ROUTE TO DAYLIGHT. S ' �NGINEER DUpING GIB WRLRIFIED BY SOILS OR STORM SEWER 5OULDER RETAINING WALL - 51NGLE TIER 5CALE: NOT TO 5C.ALE CONSTRUCTION NOTES: 1. THE LOCATION OF KNOWN UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON THE TOPOGRAPHIC SURVEY DATED xx /xx /06 BY xxxxxxxx. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION AND TO VERIFY LOCATION AND DEPTH BEFORE WORK BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES DURING CONSTRUCTION. 2. ALL EXCAVATION FOR RETAINING WALLS, UTILITY TRENCHES, ROADWAYS & DRIVEWAYS, BUILDING STRUCTURES & DRAINAGE FACILITIES SHALL MEET OSHA REQUIREMENTS. 1 ALL CONSTRUCTION TO BE IN CONFORMANCE WITH THE TOWN OF VAIL REGULATIONS AND DEVELOPOMENT STANDARDS HANDBOOK. 4. SOIL COMPACTION IS REQUIRED FOR SOIL BELOW ALL CONCRETE AND ASPHALT DRIVEWAY CONSTRUCTION AND TRENCH BACKFILL UNDER THE DRIVEWAYS IN ACCORDANCE WITH SOILS ENGINEER. 5. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN LOTS 11 AND 12, EXCEPT FOR THE AREA IN THE RIGHT OF WAY - REQUIRED FOR DRIVEWAY AND UTILITY ACCESS. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNERS INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING STRUCTURES IN ALL DIRECTIONS. DO NOT ALLOW WATER TO POND ON -SITE. PROVIDE SWALES TO DRAINAGE STRUCTURES AND RUNOUT AS SHOWN. BUILDING FOUNDATION WALL HEIGHT TO BE A MINIMUM OF 6" ABOVE FINISH GROUND AT EXTERIOR WALL UNLESS NOTED OTHERWISE. . 7. PROTECT ALL DISTURBED SLOPES STEEPER THAN 3 FT. HORIZONTAL TO 1 FT. VERTICAL WITH EROSION CONTROL "TURF MATS", VEGETATION OR OTHER MEANS TO PREVENT EROSION. SLOPES SHALL NOT BE STEEPER THAN 2 HORIZ. TO 1 VERT. UNLESS A RETAINING STRUCTURE IS PROVIDED, THE FLOW LINE OF SWALES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. WHERE NATURAL GRADES ARE STEEPER THAN 2:1 DISTURBED AREAS SHALL BE CONSTRUCTED WITH A MAXIMUM GRADE OF 2:1 AND BLENDED WITHIN A 5 FEET ZONE INTO THE STEEPER NATURAL GRADE. S. BUILDING FOUNDATION STAKES SHALL BE SET BASED ON THIS SITE PLAN AND THE FOUNDATION PLANS, SURVEYOR SHALL NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES NOTED BETWEEN THESE TWO SOURCES OF INFORMATION. 9. ALL STREET CUTS IN THE MUST MEET THEIR SPECIFICATIONS AND DETAILS OF THE TOWN OF VAIL. CONTRACTOR IS RESPONSIBLE FOR ALL ROAD CUT PERMITS. 10. PLAN FOR STAGING AREA AND CONSTRUCTION WATER TO BE SUBMITTED TO OWNER FOR APPROVAL THE STAGING AREA MUST BE KEPT CLEAN AND ORGANIZED AT ALL TIMES. (THE CONTRACTOR IS RESPONSIBLE FOR METERING AND ASSOCIATED WATER FEES) 11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONSTRUCTION STAKING. 12. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A RECORD SET OF FIELD AS -BUILT DRAWINGS TO BE GIVEN TO THE DESIGN ENGINEER UPON COMPLETION. 13. THE UTILITY SERVICE LINES SHOWN REPRESENT THE PREFERRED LOCATION FOR CONNECTION TO THE BUILDING. LOCATION TIE -IN TO THE MAIN SERVICE LINES AT THE STREET ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL UTILITY PROVIDERS FOR RELOCATION AND/ OR TEMPORARY /PERMANANT REALIGNMENT OF EXISTING UTILITIES. CONTRACTOR SHALL CALL FOR LOCATES OF EACH UTILITY AND NOTIFY ARCHITECT OF EXISTING SERVICE LOCATIONS. 14. ANY DAMAGE TO THE EXISTING ROADWAY FEATURES INCLUDING PAVEMENT, STORM DRAINAGE, SHALLOW UTILITIES AND DEEP UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AT HIS EXPENSE TO THE SATISFACTION OF THE OWNER AND MUST BE COMPLETED PRIOR TO THE ACCEPTANCE OF THE COMPLETED IMPROVEMENTS. 15. THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXPOSED WATER, SANITARY, GAS, ELECTRIC, TELEPHONE MAINS AND SERVICES DURING CONSTRUCTION. 16. MAINTAIN 10' MINIMUM HORIZONTAL SEPARATION BETWEEN OUTSIDE DIAMETERS(O.D.) OF WATERLINE AND SEWERLINE. MAINTAIN 18 " MINIMUM VERTICAL SEPARATION BETWEEN WATERLINE AND UTILITY CROSSINGS. 17. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR CONSTRUCTION. CONTRACTOR SHALL OBTAIN A CUT PERMIT FROM THE TOWN FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY. 18. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION OF FILL AREAS AND SOILS TESTING PER THE SOILS ENGINEER. 19. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL PLAN WHICH SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 20. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR "STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, AND AIR POLLUTANT EMISSION PERMIT." FOR INFORMATION, CONTACT THE COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, WQCD- PE -B2, 4300 CHERRY CREEK DRIVE SOUTH, DENVER, CO 8022 -1530, ATTENTION: PERMITS AND ENFORCEMENT SECTION, PHONE (303) 692 -3590. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING SAID PERMITS, AND SHALL PROVIDE A COPY OF PERMIT DOCUMENTS TO THE CITY FOR RECORD. 21. THE CONTRACTOR IS RESPONSIBLE FOR REVEGETATION OF ALL DISTURBED AREAS AND FOR BRINGING THE UNDEVELOPED PORTIONS OF THE SITE BACK TO ORIGINAL STATE. 22. THE CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL FOR THE ENTIRE CONSTRUCTION AREA AND SHALL BE IN COMPLIANCE WITH THE STATE OF COLORADO AND TOWN OF VAIL STANDARDS AND SPECIFICATIONS AND IS SUBJECT TO APPROVAL BY THE TOWN ENGINEER AND BUILDING INSPECTOR. 23. THE CONTRACTOR SHALL PROVIDE PROVIDE A ROCK BASE COURSE TO REDUCE MUD AND DIRT ON PUBLIC STREETS AT ENTRY TO CONSTRUCTION SITE. liar !l 0 0 U � N � I o a 0 C7 0U con con o 1_� 9 :2 U) U � �D W 1= p m / 0 . ( U W r- 00 con � o 1 I 0 rr) � d W� ( WW � / L1. LL_ cc3 O v-� � � o UD E Wc, cl.i ct CJ� IL ^ con U_ _C ) w C O C3 N Ln 00 ti X u ;ND PLAN No. 5 REBAR GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET 1 inch = 20 #t. RADIUS = 125.00' DELTA == 11'27'47" ARC = 25.01' TANGENT = 12.55' CHORD = 24.97' BRG = S30'53'54 "E .8 NOTES: FOUND PLAIN No. 5 REBAR ELEV. = $561.4' 1) DATE OF TOPOGRAPHY: 8/20/2006 2) BASIS OF ELEVATIONS: TOP OF No. 5 REBAR FOUND MARKING THE EASTERLY CORNER OF LOT 12, ELEVATION = 8561.4' 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY, AND THE PROPOSED RESUBDIVISION PLAT OF LOTS 11 AND 12, PREPARED BY GORE RANGE SURVEYING, LLC, DATED DECEMBER 27, 2006. m 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. 30091 . f tfi• �'�� � �0 ti 6) LOTS 11 AND 12 LIE WITHIN THE "POSSIBLE AVALANCHE INFLUENCE ZONE" AND "HIGH SEVERITY ROCKFALL ZONE" PER THE TOWN OF VAIL OFFICIAL HAZARD MAPS. d • • j cp • • r � q ;ND PLAN No. 5 REBAR GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET 1 inch = 20 #t. RADIUS = 125.00' DELTA == 11'27'47" ARC = 25.01' TANGENT = 12.55' CHORD = 24.97' BRG = S30'53'54 "E .8 NOTES: FOUND PLAIN No. 5 REBAR ELEV. = $561.4' 1) DATE OF TOPOGRAPHY: 8/20/2006 2) BASIS OF ELEVATIONS: TOP OF No. 5 REBAR FOUND MARKING THE EASTERLY CORNER OF LOT 12, ELEVATION = 8561.4' 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY, AND THE PROPOSED RESUBDIVISION PLAT OF LOTS 11 AND 12, PREPARED BY GORE RANGE SURVEYING, LLC, DATED DECEMBER 27, 2006. m 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. 30091 . f tfi• �'�� � �0 ti 6) LOTS 11 AND 12 LIE WITHIN THE "POSSIBLE AVALANCHE INFLUENCE ZONE" AND "HIGH SEVERITY ROCKFALL ZONE" PER THE TOWN OF VAIL OFFICIAL HAZARD MAPS. SURVEYOR'S CERTIFICATE I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY 'ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. d j cp o q U o `a D SURVEYOR'S CERTIFICATE I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY 'ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. 52' -5g' M (P- 4-, V , 101 k P ENTRY PATId NC. 8 z 6 1 , 'YIN 12'-04 j► GARAGE LEVEL (BACK) T.O. CONC. 8563'-6 2-CAR GARAGE 1 PLA I PLAiN 2 INDICATES SMOKE PETEGTOR, GEILIN(5 INDIG, INPON LOGATION LOGATION RE: IRG 2003 (GURRENT 20 SEE WINDO CHEPULE • GODS AND LOGAL JUR15PIGTION FOR SIZE AND DATA. REQUIREMENTS) INDICATES 00 R LOCATION INDICATES EXHAUST CEILING FAN (D SEE DOOR 5rH ULE LOCATION RE: LOGAL GODS FOR 51ZE AND DATA. REQUIREMENTS OR DESIRED LOGATION INMATES HOSE IB INDICATES FLOOR DRAIN LOGATION. 3 LOGATION. PLA I PLAiN 2 m • rr rr • • rlr • an • m rr rr rlr MAO rr rs 41P 40 - L-%J%jn FL-Mill INDIGATE5 5MOKE DETECTOR, CEILING LOCATION RE: IRG 2003 (CURRENT CODE AND LOCAL JUR15DIGTION REOUIREMENT5) INDIGATE5 EXHAU5T GEILIN6 FAN LOCATION RE: LOCAL CODE REOUIREMENT5 OR DE51RED LOCATION INDIGATE5 FLOOR DRAIN LOCATION. i M - ii. 0 9 114 = 1 OF "�,A I G Z r, v - " I I IN INDIGATE5 DON LOCATION 5EE WINDOW 6HEDULE FOR 51ZE AND DATA. INDIGATE5 00 R LOCATION 5EE DOOR 56H ULE FOR 51ZE AND DATA. � CrE-� INDIGATE5 H05E �16 NB LOCATION. i M - ii. 0 9 114 = 1 OF "�,A I G Z r, v - " I I � CrE-� ��w E r i M - ii. 0 9 114 = 1 OF "�,A I G Z r, v - " I I FLOOR PLAN LEGEND i O INDIGATE5 SMOKE DETECTOR, CEILING LOCATION RE: IRG 2003 (CURRENT CODE AND LOCAL JURI5DICTION REOUIREMENT5) Q INDIGATE5 EXHAUST CEILING FAN LOCATION RE: LOCAL CODE REOUIREMENT5 OR DESIRED LOCATION a INDIGATE5 FLOOR DRAIN LOCATION. OQ INDI TES WINDOW LOCATION 5EE NDOW 5GHEDULE FOR 5 ZE AND DATA. INDIGAT 5 DOOR LOCATION 5EE 00 5GHEDULE FOR 51 ZE AND DATA. -� Vi INOIGATES 05E BIB LOCATION. 1/4 = 1' -0 G Z I,- 0 h I N o I o> I 0 O Q o Lo :'_' cu O E con O t- ►� i— 5E (t) U n- — n- W D c CQ Z � m O rr U m � h 00 0 0 o O cu � N W W CY_ ry tS3 con O c--A M GT CT a � c>0 °i+�J X7.S r7"a Q � CXJ cl �a •F-J tyi Ln �+1 o � 0 0.4 W-4 0 p o con N � � I I I ,411 A� Af3 A6 I I All A13 ,qqi • 1 t i i i '\ j'2 � BONED ROOF GONSTRUGTION: 5T/\NCJI@6 SF/\M METAL [)\/FR MATFRPROOF MEMBRANE OVER PLYV4000 ROOF 5HEATA}NC2 OVER INSULATED RAFTERS. R06E ROOF GON5TRUGTION: 40 YEAR ASPHALT 5HIN&LE5 OVER NATERPROOF MEMBRANE T.O. FA5G OVER INSULATED RAFTERS. N.P. MEM13RANE TO LAP xi i t>110 tp 1 9711' ME Enzk 5UB-FA5GIA 130. N1 cl" REVEAL. SOFFIT GON5TRUGTION: LEVEL= 126'-5 IN. 8591' THIRD LEVEL= 2X6 NOOD HEADER JAMB TRIM cz S-E N1 SLOPED STONE SILL. p"g ggg" m 2X4 TOP HANDRAIL T Lu till I C) 4X4 TOP APRON MESH 6RID BALLU5TER C) Lu SECOND LEVEL=115'-1 3/4" TELLURIDE C VENEER ON THERMAL AND AIR INFILTRATION BARRIER ON it it CD BUFF 5AN05TONE NALL GAPS. 3x8 TIMBER RAFTERS AT EAVE al Ll 515TERED TO 2X ROOF JOISTS. Fu CD Lo '--'--------- ---'--------- -�~.��____U---- | ~~� -|- -_L -� KEYED STONE LINTEL OVER \._____ (�U5T{7�� (�/�F�/�6JE / / / k1U� ---1-'-�__________________L_l__________/�F�6HE[} f�/\F��x6E DOORS DOORS __________[)C)�)��S y1/ C)OY�5. r / ----------- --------- � L ____ L_________ _______________________________� m 164"=1LMn oct ILI le OWM% IFOAN N A A W,' "W eft VIP, V" wu 0— a- e-ft No *W*— ww net "�Ww. a-*-* -4 7- �nm "WR 10 C r� t I Ll i7l M x 1.01, "r I n t� I 1144 17 1 L -I - to .t. M 3ut 14 C2 tq ti HSI %L Aft 33 FOOT HEIGHT LIMIT LINE T.O. FA5GIA THICK 5TUGGO: 3 LAYER CEMENT 5TUGOO 5Y5TEM ON THERMAL AND AIR INFILTRATION BARRIER ON PL"(PqOOI? 5HEATHIN6 ROOF PEAK. =b6Ob , Al 5TUGGO: GEMENT 5TUGGO 5Y5TEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWO05HEATHIN6 xg All - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T — - - - -- — — -------------- - - - - - ... .... ... ------------ - — — — — — — — — - ----------- , - -- — — — — — — — — — — — - =T= = = - = = = = = = - = - - = = == -- - - - - - - - - - - L - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - I 1-1 TH I RP LEVEL SECOND LEVEL - - T.O. PLY - 85b 3 FlR5T LEVEL T.O. GONG. a5bcV-O" 2 MUD ROOM LEVEL__ T.O. GONG. 8564' �CARAC�E LEVEL7 T.O. GONG. 8565'-O" s Uwj IN �l U-1 r CA 5TUGGO: GEMENT 5TUGGO 5Y5TEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWO05HEATHIN6 xg All - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T — - - - -- — — -------------- - - - - - ... .... ... ------------ - — — — — — — — — - ----------- , - -- — — — — — — — — — — — - =T= = = - = = = = = = - = - - = = == -- - - - - - - - - - - L - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - I 1-1 TH I RP LEVEL SECOND LEVEL - - T.O. PLY - 85b 3 FlR5T LEVEL T.O. GONG. a5bcV-O" 2 MUD ROOM LEVEL__ T.O. GONG. 8564' �CARAC�E LEVEL7 T.O. GONG. 8565'-O" s Uwj IN �l U-1 r CA ``, ROOF PEAK N -1 T. Ox„ "EE ACES - =e GEM14T 5TLr -,W 6Y'!5rEM ON SrtRitJGr THERMAL AND AfR IWILIRAII eARRIER ON PLYP4000 SHEATHIWi I i T � a C�'ttiuG�T1~ I�TAININ� 1 M t*LL -RE. 5T T i t t i t 1 FIN15H 6RADE -c 1 5LOM TO DRAIN Ai"iAY I I ! • t,_'. 7 r•• f r� 7_2 •_ ��i. �` � !;G ••r,r •r,r� r '� %4 ZOLA I S 2�? 5t13 1NG {�M} 294 SOA RO AND BATTE14 CEDAR 51PIW.7- 57U GI:t 5Tt6W 5Y'STEM ON THERK AND AIR fN1 =11 R�4Tl#�hl 1E. ON PLY000P SWATHIW7 FOOT HEI6 4 L[M1r LINE l' f --I- H fi? 1 PL� } I t_R, ?RIH, SILL I it 1 11 11 � ! t ,� � 1 PAI EX15TINO rjRAM I ". " - � t APPR OX. LC,ATION QA514W - __________ _- 4- ..-- _-- -_.- _______w____ -_-- - 4 ! fi "M ML SAP 09.5110e CAP - UW. BUFF OR CAST STS CaJr-F C4pf-M HITH SLOPED TO VRNx TOP. EAST ELEVATION 114• "v -0" 1 91 1 l M1 �t �i tAoV E 70 0 W I OM WS 0 LEVA I too Of LIV 1 6c �G Ei If �a�i"�,• aa�•r erzx�r►w�,t: -• ->riR �.vrrr.�e +�razry vroxa�sti+►s+w'� . � �. I IN gar1j, i [10 t� tuff, - �gm� G i � ~� `\ `\ ^^ .� | | F --- ------------� [T | �/A//��1/_O« `°`~ ' " THIRD LE* - -- -, � - T.O. - PL - T - . � � 0 A 1 � 33 FOOT HEI&HT LIMIT LINE U no C) -j LL C) --I LL A i--, \ FIRST LEVEL c/- C) C) C) C) C) I U- SEGOND LEVEL T.C. F IN. b5bO 1 -4 3/4 T.O. PLY. E55b0l-1 5/4" OFFICE XI , 33 FOOT HEI&HT LIMIT LINE U no C) -j LL C) --I LL A i--, \ FIRST LEVEL c/- C) C) C) C) C) I U- SEGOND LEVEL T.C. F IN. b5bO 1 -4 3/4 T.O. PLY. E55b0l-1 5/4" / { / | | i | | ' | _] | i | | | } | | | | | | | | 6 41 w ----i WINDOW SCHEDULE Y �1=5 ' PICTURE ! i C a lh;� ' ��� � ' CAS EM ENT ~ I� PICTURE ARCHED 2 r R a � II f�111IlP lig PI c 7 M " " • ! C * i s I f WINDOIN SCHEDULE Y a ON mo,glarml-11 PICTURE ! i C a lh;� ' ��� � ' CAS EM ENT ~ I� PICTURE ARCHED 2 PICTUR R a � II f�111IlP lig PI P ICTU R E n s EE ► C ASEMENT 11 s PICTURE PI ' w AWAWAWAWAWAV WAFN CASEMENT �* r 1 • V, 'w "err■! . A'!.m r I I A _ 1'r raw mil' tJ l kw r7 11 WOrt RE00 k­1 %wea'i s # • t ff— t F 0 I _ 5' —O., 5f _ox? 4 f — Vt 4 o 4i -0" 4 — i./ " i a f IL PICTURE ! i C a lh;� ' ��� � ' P ICTUR E II III 111 AR ~ I� PICTURE ARCHED 2 r l i i R a i f�111IlP lig A P ICTU R E n s EE s ► C ASEMENT 11 s PICTURE MWI AWAWAWAWAWAV WAFN WIZZAVArOffifA I.i a PI s PICTU I 1* i Elm II II I P ICTU R E i • III ■ ■NT � " C s 1��� ll PICTU + r 1 • V, 'w "err■! . A'!.m r I I A _ 1'r raw mil' tJ l kw r7 11 WOrt RE00 k­1 %wea'i s # • t ff— t F 0 I _ 5' —O., 5f _ox? 4 f — Vt 4 o 4i -0" 4 — i./ " i a f IL r 1 • V, 'w "err■! . A'!.m r I I A _ 1'r raw mil' tJ l kw r7 11 WOrt RE00 k­1 %wea'i s # • t ff— t F 0 I _ 5' —O., 5f _ox? 4 f — Vt 4 o 4i -0" 4 — i./ " �r t' a . IF FA i F ~ A ■. MANWAOTU • R TO ELEVATION5. 5 MEN r NO AVAILABLEI�EVIEV4 THE NEXT : w ! . yl■ yam a a' B M OD NIN P OV45 HITHIN WALLS EXTER . • , A�5 VENEE K 9iALL ! # T M EXTENSIONS, . a AR • y +� J� ALL NINPON5 a POOI 5 I U5T GOMPLY V41TH A . U- FA6TOR OR BETT - R A71NO IN PE TO MEET THE R E5CHECK GOMPLIANOE GERT D OOR SCH r c ► a NOTES ! l f 7 lh;� ' ��� � ' " P ICTU R E I� • r l i i R a i f�111IlP lig A P ICTU R E t ► I P ICTU R E s MWI P ICTU R E •'... i � PICTU I 1* III tt II II I • P ICTU R E • P ICTU R E CASEMENT DOUBLE w, ..dam a » + ice ..�►..d1 " .. 1 . �r t' a . IF FA i F ~ A ■. MANWAOTU • R TO ELEVATION5. 5 MEN r NO AVAILABLEI�EVIEV4 THE NEXT : w ! . yl■ yam a a' B M OD NIN P OV45 HITHIN WALLS EXTER . • , A�5 VENEE K 9iALL ! # T M EXTENSIONS, . a AR • y +� J� ALL NINPON5 a POOI 5 I U5T GOMPLY V41TH A . U- FA6TOR OR BETT - R A71NO IN PE TO MEET THE R E5CHECK GOMPLIANOE GERT D OOR SCH r c ► a NOTES ! l f 7 lh;� ' ��� � ' D OOR * 1 • r l i i R a i f�111IlP lig s ' t� � ► I s MWI i ':FULL HT GLASS DOOR w, GARAGE DOOR GARAG E DO O R DOOR SCHEDULE r c ► a NOTES ! l f 7 lh;� ' ��� � ' D OOR * 1 • r l i i R a i f�111IlP lig s ' t� � ► I s i ':FULL HT GLASS DOOR DOOR SCHEDULE GL ! Isl an .� � � �► lh;� ' ��� � ' � III i ■� 1 • DOO r l i i ♦ + � !YI f�111IlP lig � ' t� � ► I s i 315 6. -01. 7`-0'" " f FULL HT GLASS DOOR ! 4 7 ! ' It i' i ■� 1 • DOO r l i i ♦ + � !YI ! 315 6. -01. 7`-0'" " f FULL HT GLASS DOOR " it SPRING POINT ISOLATION JOINT VENTILATION BAFFLE STANDING SEAM METAL ROOFING ON FULL COVERAGE WATERPROOF MEMBRANE 12 518" TYPE 'X' 6WB OVER VAPOR BARRIER/RETARDER ON WOOD JOISTS WITH R -38G BATT INSULATION BETWEEN JOI5T5 5/P TYPE X 6WB OVER VAPOR BARRIER /RETARDER ON 2x6 WOOD STUDS WITH R -IG BATT INSULATION BETWEEN STUDS n )LL -VENT NTERIAL )T BACK ROOF iEATHIN6 FROM 06E 155OR TRU55 YEAR ASPHALT IN6LE5 ON FULL >VERA6E ,TERPROOF MBRANE WOOD SIDING: VERT. BOARD 4 BATTEN OR HORIZONTAL WOOD SIDING ON THERMAL AND AIR INFILTRATION BARRIER (LAPPED TO DRAIN) OVER SHEATHING. WOOD SIDING: BD/BAT BASE VERT. BOARD # BATTEN FLASHING AND WALL ON THERMAL AND AIR FLASHING AT STONE INFILTRATION BARRIER (LAPPED TO DRAIN) OVER 2x4 BELLY BAND SHEATHING. CUT STONE W/ FLASHING AND SLOPE COUNTER 5AND5TONE GAP FLASHING ROLL -VENT MATERIAL GUT BACK SHEATHING FROM WALL STONE VENEER ON THERMAL AND AIR FLASHING OVER INFILTRATION BARRIER SHEET WATER ON PLYWOOD SHEATHING 12 PROOFING ON ON 2X6 WOOD STUDS ROOF SHEATHING METAL ROOFING ON WATERPROOF MEMBRANE ON ROOF SHEATHING WE 0 9 - 14 - 1 O a f, j 5T SPACE 4TIALTION REFER TO STRUCTURAL 1 1/211 1 1 - 011 CEMENT STUCCO SYSTEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD SHEATHING ON 2X6 WOOD STUDS CEMENT STUCCO BASE FLASHING AND WALL FLASHING CUT STONE W/ SLOPE SANDSTONE GAP STONE VENEER ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD 5HEATHIN6 ON 2Xb WOOD 5TUD5 STONE /STUCCO 1 1 /2 11 = 1 1 - 011 r #i 1 1/2 = 11 -011 VENTILATION BAFFLE 40 YEAR ASPHALT 5HIN6LE ROOFING ON FULL COVERAGE WATERPROOF MEMBRANE 12 6 VENTILATION SLOT GARAGE DOOR HEADER NOT 5HOWN CEMENT 5TUGGO SYSTEM OR WOOD SHINGLE OR WOOD 51 DI N6 OR STONE VENEER ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD SHEATHING ON 2X6 WOOD STUD5 r r 5G I55OR TRU55 VENTILATION BAFFLE TO RIDGE VENT OR AS HIGH AS NEEDED TO HOLD INSULATION BACK FROM UNDERSIDE OF ROOF SHEATHING TO ALLOW FOR VENTILATION AIR FLOW 40 YEAR ASPHALT 5HINOLE5 ON FULL COVERAGE WATERPROOF MEMBRANE CONTINUOUS l/ 2 REFER TO OOF PLAN z a us � 4 8 GONTINUOU5 12 SPRING POINT SOFFIT VENT w CEMENT STUCCO SYSTEM OR WOOD 5HINGLE OR WOOD 510IN6 OR STONE VENEER ON THERMAL F AND AIR INFILTRATION BARRIER ON PLYWOOD SHEATHING ON 2Xb WOOD 5TUD5 TYPICAL. EAVE 1 1 /2 = 1' -0 SOFFIT VENT � BLOCK AS VENTILATION SLOT 2x12 5UB- FA5GIA BOARD I Xb T 4 6 WOOD SOFFIT POINT/ PLATE HT 12 6 CEMENT 5TUGGO 5Y5TEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD 5HEATHING ON 2X6 WOOD STUDS °--- CONTINUOUS FLASHING AT BD/BAT BASE ---� 2x4 BELLY BAND —� TH16K STUCCO: 3 LAYER CEMENT STUCCO SYSTEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD 5HEATHING— t WOOD SIDING: VERT. BOARD 4 " 6WB ON VAPOR RETARDER ON BOTTOM BLOCK A5 CHORD OF TRU55. REQUIRED REQUIRED BATT OR BLOWN -IN FLASHING INSULATION 5" HALF ROUND 5" HALF ROUND" 6WB ON VAPOR — GUTTER, REFER TO ROOF PLAN FOR ROOF PLAN FOR LOCATIONS STUDS. R -21 BATT LOCATIONS 5/8 "" TYPE 'X' GWB '~ 5TUD5 OVER VAPOR � BARRIER/RETARDER ON WOOD JOISTS �.. CONTINUOUS FLASHING WITH R -38C BATT INSULATION BETWEEN JOISTS 2X6 FASCIA 5 /8" TYPE 'X' GWB BOARD OVER VAPOR BARRIER /RETARDER 2x12 SUB - FASCIA ON 2X6 WOOD BOARD STUDS WITH R -ia �.. 1X6 TAG WOOD BATT INSULATION SOFFIT BETWEEN STUDS 2x12 5UB- FA5GIA BOARD I Xb T 4 6 WOOD SOFFIT POINT/ PLATE HT 12 6 CEMENT 5TUGGO 5Y5TEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD 5HEATHING ON 2X6 WOOD STUDS °--- CONTINUOUS FLASHING AT BD/BAT BASE ---� 2x4 BELLY BAND —� TH16K STUCCO: 3 LAYER CEMENT STUCCO SYSTEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD 5HEATHING— t WOOD SIDING: VERT. BOARD 4 " 6WB ON VAPOR RETARDER ON BOTTOM BLOCK A5 CHORD OF TRU55. REQUIRED PROVIDE A MINIMUM R -38 BATT OR BLOWN -IN - FLASHING INSULATION 5" HALF ROUND" 6WB ON VAPOR — GUTTER, REFER TO RETARDER ON 2X6 ROOF PLAN FOR EXTERIOR WALL LOCATIONS STUDS. R -21 BATT INSULATION BETWEEN 2X6 FASCIA 5TUD5 BOARD 2x12 5UB- FA5GIA BOARD I Xb T 4 6 WOOD SOFFIT POINT/ PLATE HT 12 6 CEMENT 5TUGGO 5Y5TEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD 5HEATHING ON 2X6 WOOD STUDS °--- CONTINUOUS FLASHING AT BD/BAT BASE ---� 2x4 BELLY BAND —� TH16K STUCCO: 3 LAYER CEMENT STUCCO SYSTEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD 5HEATHING— t WOOD SIDING: VERT. BOARD 4 BATTEN ON THERMAL AND AIR INFILTRATION BARRIER (LAPPED TO DRAIN) OVER SHEATHING. CONTINUOUS FLASHING AT BD /BAT BASE 2x4 BELLY BAND CEMENT 5TU660 SYSTEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD SHEATHING ON 2X6 WOOD STUDS RETARDER ON 2Xb EXTERIOR WALL STUDS. R -21 BATT INSULATION BETWEEN 5TUD5 CAPILLARY ----� BREAK J" GAP BETWEEN 6WB AND CONCRETE FLOOR. SEALANT AT GAP �i a 0 00 POO 000 �a o 00 p a Ck p a 0 Op ° °an O P a a ° °° © OC CONCRETE SLAB ON VAPOR BARRIER ON R -10 RIGID INSULATION ON GRANULAR FILL VENTILATION 5LOT/VENT ° - -- BETWEEN J015T PROVIDE INSULATION IN SOFFIT TO HELP THE PREVENTION OF ICE DAMNS 2 AT TRU55 EN05 PROVIDE SAVE TAIL TO 'q" THICKNESS CONTINUOUS SOFFIT VENT �— FLASHING GUTTER, CONTRACTOR TO DETERMINE I v W ix6 T AND 6 SOFFIT 2x6 CORNER BOARD BEYOND REFER TO ROOF PLAN ■ ♦ t A r 11/2 = 11 .011 LOCATIONS a 2Xb ROUGH 5AWN FASCIA BOARD a 2X10 ROUGH L� WOOD BASE 15 NOT TO BE IN GONTAGT WITH THE CONCRETE FLOOR SLAB a a C�1 <1 Q zi SAWN FASCIA a BOARD REFER TO STRUCTURAL DRAWIN 5 FOR FOUNDATION /FOOTING DE51ON AND REINFORCING SLOPED 4" PERFORATED PIPE. RE: 501L5 REPORT 9z_ FINISHED GRADE TO SLOPE AWAY FROM / BUILDING AT 1:10 `�- SLOPE 00 COMP051TE DRAINAGE BOARD WITH FILTER FABRIC ON 2" RIGID INSULATION OVER DAMP PROOFING OR WATER PROOFING ON CONCRETE WALL (DAMP PROOFING TO CONTINUE TO TOP OF CONCRETE WALL, WATER PROOF MEMBRANE TO GONTINE TO 2' -b" ABOVE FIN5HED GRADE, AND DRAINAGE BOARD TO CONTINUE FROM FOOTING TO WITHIN 8" BELOW FINISH GRADE). (2" RIGID INSULATION TO EXTEND FROM 8" BELOW FINISH GRADE TO 4' -8" BELOW FIN15H GRADE) ALTERNATE: USE 2 DRAIN AND DRY BOARD EXTENDING FROM b" BELOW FINISHED GRADE TO FOOTING AND FOUNDATION DRAIN INSTEAD OF COMP051TE DRAINAGE BOARD AND 2" RIGID INSULATION. GRAVEL FILTER FABRIC 00 a a 0 SHEET OF VAPOR ° p 0 p a BARRIER BETWEEN ism C �6' J 000 FOUNDATION WALL AND 0 �0 J a O 0 ' 9 0 FOOTING FOR 4 0 0 a O a p CAPILLARY BREAK 0a op 00() 0000 J00 o J (tea o 0 ab op4 d ap o 0 a 0 0 a 0 oa a a ° c ° � on * 0 NOTE: G ALL CONCRETE WALL5 AND FOOTIN65 ARE TO HAVE A FOUNDATION DRAIN - INGLUDIN6 THE INTERIOR FOUNDATION WALL5. RE: SOILS REPORT CHORD OF TRU55. - PROVIDE A MINIMUM R -38 BATT OR BLOWN -IN INSULATION 5/8" TYPE "X' GWB OVER VAPOR BARRIER/RETA ON 2X6 WOOD 5TUD5 WITH R -: BATT IN5ULATIt BETWEEN STUD". WOOD GA51N, PROFILE TBG BACKER ROI AND SEALAN SHIM SPACE HE R.D. = UNIT 51ZE + 1/2" STONE VENEER LARGE STONE LINTEL (IF STEEL STONE SUPPORT 15 REQUIRED CONCEAL FROM VIEW) 518 " TYPE "X' GWB OVER VAPOR BARRIER /RETARDER ON 2X6 WOOD 5TUD5 WITH R -21 BATT INSULATION BETWEEN 5TUD5 CEMENT 5TUGGO SYSTEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD SHEATHING ON 2X6 WOOD 5TUD5 (WATERPROOF MEMBRANE FROM FOUNDATION WALL5 AND ROOFS 15 TO CONTINUE TO 2' -6" ABOVE FINISHED GRADE, TERRAGE, OR ROOF SURFACE) 518" TYPE 'X' GWB OVER VAPOR BARRIER/RETARDER ON 2X6 WOOD STU05 WITH R -21 BATT INSULATION BETWEEN 5TUD5 AIR INFILTW BARRIER TO OVERLAP WATERPROO MEMBRANE/ HEAD WOOD GA51 N PROFILE TBB BACKER ROI AND SEALAN SHIM SPACE WOOD SILL AND APRON - R.O. = UNIT 51ZE + 1/2" COPPER FLASHING 2"x10" WOOD HEADER 1 1/2" FILLER TRIM • c. r . r � r r r r • = r. i " • Ti 1 1/2" FILLER TRIM STONE SILL l�Lv SHIM SPAGE BACKER ROI AND 5EALAN 1 1/4" THICK 5/8" TYPE 'X' GWB OVER VAPOR BARRI ER/RET/ ON 2X6 WOOD 5TUD5 WITH R- BATT IN5ULAT1 BETWEEN STUD AIR INFILTRP BARRIER TO OVERLAP WATERPROOI MEMBRANE / HEAD WOOD CASING PROFILE TBI; BACKER ROI AND SEALAN SHIM SPACE HEP WOOD 51LL AND APRON R.O. = UNIT SIZE + I" STONE SILL JAN__ SHIM 5PAGE BACKER ROI AND SEALAN 1 1/4" THICK SILL PROFILI TBD WOOD APRO PROFILE TBT WATERPROO MEMBRANE � OVERLAP Al I NF I LTRATIOP BARRIER AN EXTEND OVE ROUGH SILL STONE VENEER SILL PROFILE 2 `�� STONE SILL TBD � f WOOD APRON r 'E PROFILE TBD _ STONE VENEER WATERPROOF -� 2 MEMBRANE TO ' OVERLAP AIR INFILTRATION BARRIER AND �~ EXTEND OVER ROUGH 51 LL SILL { WINDOW DETAIL ( V 1 1/211 _ 1' - 011 LOU EXIBLE ALANT / INKING COLOR MATCH STONE CEMENT STUCCO SYSTEM ON THERMAL AND AIR INFILTRATION BARRIER ON PLYWOOD SHEATHING ON 2X6 WOOD STUDS (WATERPROOF MEMBRANE FROM FOUNDATION WALL5 AND ROOFS 15 TO CONTINUE TO 2' -6" ABOVE FINISHED GRADE, TERRACE, OR ROOF SURFACE) t• t � • 1 1 /2 11 = 1' -0" WOOD SILL • i SHIM 5PAGE BACKER ROD AND SEALANT 1 1/4" THICK — SILL PROFILE TBD WOOD APRON' PROFILE TBD WATERPROOF MEMBRANE TO OVERLAP AIR INFILTRATION BARRIER AND EXTEND OVER ROUGH SILL SILL r� r 2 "x6" WOOD WINDOW TRIM r ti!r. METAL CLAD _ _WOOD SILL WITH A WIN • • rr • COPPER FLASHING 2 x 6 FASCIA BOARD (MITER AT SAVE CORNERS) GWB ON VAPOR RETARDER ON 2xb 5TU05 W/R21 BATT IN5UL �f S WATERPROOF MEMBRANE TO EXTEND UP WALL 2' -6 " FIN FLOOR,i ; FLASHING FROM I UNDER 510ING OR DOOR THRESHOLD II TO TOP OF GONG. 5UPPORTING BEAM RE: 5TRUCT. DWG5. 6X6 POST BEYOND 4X4 SLOPED TOP RAIL 2X4 MID RAILS 2X2 BOTTOM RAILS FLASHING UNDER GONG LIP LAG BOLTS INTO RIM JOISTS (2) LAYERS OF WATERPROOF MEMBRANE ON PLYWOOD. PROVIDE PROTECTION OVER 7 ALL FAST ENERS TO PROTEGT MEMBRANE FROM PUNCTURE CONCRETE WITH RADIANT HEATUBES ON THIN GOMP051TE DRAINAGE BOARD ON WATERPROOF MEMBRANE - 4 _ W ti HEAVY GAUGE WIRE MESH (4" MAX OPENING) PAINTED FLAT BLACK STRIP WATERPROOF MEMBRANE TO OVERLAP FRAME I" 1x6 T46 WOOD SOFFIT t , i SOIL -NAIL SURFACE WITH STOW VENEER TO MATCH HOUSES. 1-1 T.O. WALL=143'- < 890�8-0" WITH STONE VENEER TO MATCH HOU5E5. 4 CAP (SLOPED) TO MATCH HOUSE. TYP. ��� r -11 SOIL NAI LS rik T.O. WALL=', DOWEL BY TOPSOIL INFILL--°4 T.O. WALL=137'-0"l CAP (SLOPED) TO qV 8602'-0" 5'-0" CONTINUOUS AIRSPACE fi EXISTING GRADE AhTHIRD LEVEL=126'-5" T.O. PLY. 8591'-5".\ . ...... 3/1611 if—Off 501L -NAIL SURFACE WITH STONE VENEER TO MATCH HOL6E5. IV =*A �Ww 5'-0" CONTINLIOU5 AIR SPACE BETWEEN STUD WALL AND 50IL-NAILED SHOT -CRETE 5HORIN& WALL - RE: 5TRXT 41-5" EXISTING GRADE STONE VENEER WALL STUCCO WALL SHOT -CRETE 4 501L NAIL55Y5TEM WITH AIR SPACE. RE: ENCANEERIN6 PE-516N DR16165. Will 3/16" 1' -0 1 MASTER BATH fi c GONG RETAIN. WALL W5TONE VENEER 50IL44AIL SURFACE < FINISH AND CUT-STONE WITH STONE VENEER TO MATCH HOU5E5. 4 CAP (SLOPED) TO MATCH HOUSE. TYP. ��� r -11 SOIL NAI LS rik T.O. WALL=', DOWEL BY 3/1611 if—Off 501L -NAIL SURFACE WITH STONE VENEER TO MATCH HOL6E5. IV =*A �Ww 5'-0" CONTINLIOU5 AIR SPACE BETWEEN STUD WALL AND 50IL-NAILED SHOT -CRETE 5HORIN& WALL - RE: 5TRXT 41-5" EXISTING GRADE STONE VENEER WALL STUCCO WALL SHOT -CRETE 4 501L NAIL55Y5TEM WITH AIR SPACE. RE: ENCANEERIN6 PE-516N DR16165. Will 3/16" 1' -0 1 MASTER BATH fi c GONG RETAIN. WALL W5TONE VENEER 50IL44AIL SURFACE < FINISH AND CUT-STONE WITH STONE VENEER TO MATCH HOU5E5. 4 CAP (SLOPED) TO MATCH HOUSE. TYP. < r -11 SOIL NAI LS rik T.O. WALL=', DOWEL BY 14 V 8611 -0 CAP (SLOPED) TO 5'-0" CONTINUOUS AIRSPACE BETY4EEN!5TUD HALL AND MATCH HOUSE. TYP. SOIL - NAILED SHOT -CRETE fi EX15TIN6 C 5HORIN6 Kokl-L - RE: 5TRUIGT PLANTER BOX WILT FROM SHOT -CRETE 4 501L NAILS SYSTEM 0M) BLOCK5 W 5TLrW WITH AIR SPACE. RE: ENGINEERING T.O. WALL=140 DE PRPq65. 5URFACE AND 5TONE CAP- ' 8605'-0" • r -L - - - - L -. - - - - - SITE G RA �Dl NG SECTION EX15TIN65TONE PiAlW-5GOT 3/1611 if—Off 501L -NAIL SURFACE WITH STONE VENEER TO MATCH HOL6E5. IV =*A �Ww 5'-0" CONTINLIOU5 AIR SPACE BETWEEN STUD WALL AND 50IL-NAILED SHOT -CRETE 5HORIN& WALL - RE: 5TRXT 41-5" EXISTING GRADE STONE VENEER WALL STUCCO WALL SHOT -CRETE 4 501L NAIL55Y5TEM WITH AIR SPACE. RE: ENCANEERIN6 PE-516N DR16165. Will 3/16" 1' -0 1 MASTER BATH fi c THI RD LEVEL=12 VT.O. PLY. 8591,` - c-4 /- N(H=M'-r-' 6" DOWEL BY 3'-0" CONTINUCX)5 AIRSPACE BETWEEN STUD WALL AND 501L- NAILED SHOT --GRETE SHORING HALL - RE: STPLr-,T SHOT -CRETE 4 SOIL NAIL55Y5TEM WITH AIR SPACE. RE: ENGINEERING DE-516N PRI/466. SITE GRADING SECTION, 2.2 T 1 1 -0 11 Lu < < J-311611 11-011 501L -NAIL SURFACE WITH STONE VENEER TO MATCH HOL)SES. T.Q. WALL=141'-t' IV 8606'-0" GONG RETAIN. WALL. IAI/5TUCGO FIN15H CD AND GUT -STONE OAF (SLOPED) TYP. V T.O. GRADE =135' 8600' 2 5" GONG HALL 04 501L ON HATERPRO MEMBRANE ON (5EOf SYSTEM I�� JkTHIRD LEVEL=126 T.O. PLY. 8591'-5 C4 DOWEL BY 5'-0" CONTINUOUS AIR SPACE BETWEEN STUD HALL AND SOIL - NAILED SHOT -CRETE SHORING HALL - RE: 5 SHOT -CRETE 4 501L NAILS SYSTEM WITH AIR SPACE. RE- ENGINEERING DE516N DRIAIC VALL= Lo JkT.O. WALL=135' 8600'-0" T.0,GRADE= 131' 8596'-0" Lo 4 4 is TOP OF WALL ILI 0 < < SITE GRADING SECTION, 2.3� 3/16ff 11-011 SURFACE WITH STONE VENEER TO MATCH HOUSES. CONC RETAIN. HALL W/ STUCCO FIN15H AND CUT -STONE CAP TOP OF (SLOPED) TYP. 7 el5qV-o" ;'; \ \ % % �� ° fig \ \ \�� \ / \\ j j \ \ / j \ \ TOP OF &RAVE ;'( \ /J /�Jf\/! /�/!� \J /\/JfJ� \ a5qol-ol rq' HEIGHT MAX. BOULDFR ININ6 WALL N TOP 0 -�E X 6564'-0' X/1 NOTE: GOMPAGTED SOIL TO BE ti FILLED FROM LOWER BENGH X UP TO FIN15H GRADE A5 SHOWN ON THE 51TE 6RADIN6 \\ Ji Ji Ji Ji J/ JJ \ Ji \ \ JJ \ \ Ji \ \ JJ� \ JJ� \ JJ� \ Ji \ ;! \ \ N X\/ \V/l PLAN. X I It XX r - "s NOTE: SHEET A18 HAS A, BEEN ADDED AS PART OF SITE REVISIONS #1 SITE GRADING SECTION 50IL44AIL SURFACE WITH STONE VENEER TO MATCH HOU5E5. 4 5'-0" GONG RETAIN. HALL W STONE VENEER rik T.O. WALL=', FIN15H AND GUT -STONE 14 V 8611 -0 CAP (SLOPED) TO MATCH HOUSE. TYP. fi EX15TIN6 C PLANTER BOX WILT FROM 0M) BLOCK5 W 5TLrW T.O. WALL=140 5URFACE AND 5TONE CAP- ' 8605'-0" • TO MATCH HEIGHT OF EX15TIN65TONE PiAlW-5GOT GONr, RETAIN. WAL. �/Z X WJ STUCCO FINISH c> AND GUT -STONE lo (SLOPED) TYP. (o T.Q. WALL = 1 34f - (7 v 8599-0" '0 000 /, C4 501L ON MEMBRANE ON SYSTEM THI RD LEVEL=12 VT.O. PLY. 8591,` - c-4 /- N(H=M'-r-' 6" DOWEL BY 3'-0" CONTINUCX)5 AIRSPACE BETWEEN STUD WALL AND 501L- NAILED SHOT --GRETE SHORING HALL - RE: STPLr-,T SHOT -CRETE 4 SOIL NAIL55Y5TEM WITH AIR SPACE. RE: ENGINEERING DE-516N PRI/466. SITE GRADING SECTION, 2.2 T 1 1 -0 11 Lu < < J-311611 11-011 501L -NAIL SURFACE WITH STONE VENEER TO MATCH HOL)SES. T.Q. WALL=141'-t' IV 8606'-0" GONG RETAIN. WALL. IAI/5TUCGO FIN15H CD AND GUT -STONE OAF (SLOPED) TYP. V T.O. GRADE =135' 8600' 2 5" GONG HALL 04 501L ON HATERPRO MEMBRANE ON (5EOf SYSTEM I�� JkTHIRD LEVEL=126 T.O. PLY. 8591'-5 C4 DOWEL BY 5'-0" CONTINUOUS AIR SPACE BETWEEN STUD HALL AND SOIL - NAILED SHOT -CRETE SHORING HALL - RE: 5 SHOT -CRETE 4 501L NAILS SYSTEM WITH AIR SPACE. RE- ENGINEERING DE516N DRIAIC VALL= Lo JkT.O. WALL=135' 8600'-0" T.0,GRADE= 131' 8596'-0" Lo 4 4 is TOP OF WALL ILI 0 < < SITE GRADING SECTION, 2.3� 3/16ff 11-011 SURFACE WITH STONE VENEER TO MATCH HOUSES. CONC RETAIN. HALL W/ STUCCO FIN15H AND CUT -STONE CAP TOP OF (SLOPED) TYP. 7 el5qV-o" ;'; \ \ % % �� ° fig \ \ \�� \ / \\ j j \ \ / j \ \ TOP OF &RAVE ;'( \ /J /�Jf\/! /�/!� \J /\/JfJ� \ a5qol-ol rq' HEIGHT MAX. BOULDFR ININ6 WALL N TOP 0 -�E X 6564'-0' X/1 NOTE: GOMPAGTED SOIL TO BE ti FILLED FROM LOWER BENGH X UP TO FIN15H GRADE A5 SHOWN ON THE 51TE 6RADIN6 \\ Ji Ji Ji Ji J/ JJ \ Ji \ \ JJ \ \ Ji \ \ JJ� \ JJ� \ JJ� \ Ji \ ;! \ \ N X\/ \V/l PLAN. X I It XX r - "s NOTE: SHEET A18 HAS A, BEEN ADDED AS PART OF SITE REVISIONS #1 SITE GRADING SECTION • • lab ow l v i v ! i i LOT 11 LANDSCAPE LEGEND SYMBOL NAME 51ZE QUANTITY EVERGREENS 65 COLORADO BLUE 5PRUGE V ,TALL (9 (POPULUS AW-- , U5TI# =OLIA) PP PONDEROSA PINE V ,TALL 4 1NU5 PONDER05A) PEGIDUOU5 TREE5 GA FLOWERING GRAB APPLE 5" GAL. 2 (MALUS CENTURION) GtUAKING ASPEN 5" CAL, 12 QA (ACER GLABRUM) ER EASTERN REDBUD 3" CAL. 2 (GER015 GANADEN515) SUMMIT ASH 5" GAL. 2 SA (FRAXINUS PENNSYLVANNICA 'SUMMIT') 5HRUB5 POTENTILLA/6INOVEP01L 5 &AL. IO A OTENTIL FRUTICO5A? ..JUNIPER, 5 GAL. 18 JU (JUNIPER, HORIZONTALI5) PURPLE LEAP 5ANDG4ERRY 5 GAL.. 12 PS 015 REDTWIC7 DOGWOOD 5 GAL. 12 RD GORNUS 5ERIG VIBURNUM 5 GAL. 12 VB (VIBURNUM TRIL 6ROUNDGOVER5 WITH ORGANIG MULGH - 5HOWN HATCHED PERIWINKLE GG L INCA MI MONEYVMT /CREEPING JENNY AREA r 2 S.F. SNOW ON THE MOUNTAIN (AEGOPODIUM POOAGRARIA ) CREEPING OREGON HOLLY NIA 516IEET W00DRUFF �2& llai O LANDSCAPE NOTES: ALL AREAS OF SHRUBS AND GROUND COVERS SHALL RECEIVE A PROPER CONTROLLED FLOW DRIP IRRI6ATION5 SYSTEM. ALL IRRIGATION 5Y5TEM5 TO BE DE5I6NED AND 5U5MITTEV TO ARCHITECT BY LAND50APE CONTRACTOR FOR APPROVAL PRIOR TO SUBMITTAL TO FINAL ORB. ALL DISTURBED AREAS 514ALL RECEIVE REVEC7ETATION SEEDING J^V .WILDFLOWER MIX. ER05ION CONTROL SHALL BE MAINTAINED BY PLACEMENT OF SILT FENCE ALONG DRAINAGE AREAS AND DOWNHILL PROPERTY LINE-5. 3 t r. Y n O R I O o I a> I O 0 0 Lo :'-' con -0 ► con O I_ :5 t— U, U � — D w � n I— I� U) z n m 0 —1 of 0 1 m : con I �a cu w cis I O ao � c-J C--1 o �c v P4 W cu ; Go Cis 0.4 Con a te' ° P .° 11� (X} v � tir • i • • • i IIII IIIIIIIt of i ! i i # ! s • s • • • 1 r �Ir • 1 • i �Mr i Design Criteria: Code Edition: Live Loads: Roof Floor Deck �I •• s 85 psf 0 4:12 Slope) and 100 psf (4:12 Slope 4 Less) 40 psf 100 psf 20 psf 35 psf (Up to 1.5" Conc. Topping) 65 psf (4" Stone Pavers 4 Grout) Lateral Loads: Basic Hind Speed: 4 10 mph (3 Second Oust) Exposure: G Seismic Design Glass: G Foundations: A. Design is based upon values found in report #106 0116 by HP Oeotech, inc. dated 01/27/2006. Foundation construction may not proceed without verification of these values. if discrepancies exist in actual site conditions or the report, notify FOR for review. 5. Continuous concrete footings and foundations are based upon a maximum allowable design soil bearing pressure of 2000 psf (dead load plus full live load). G. Foundations and retaining walls have been designed using on active lateral pressure of 50 pcf and a passive lateral pressure of 250 pcf. D. All footings shall bear on firm, undisturbed natural soil or properly compacted structural fill in accordance with the recommendations of the geotechnicol engineer including proof - rolling and over - excavation as required. All footings are to bear a minimum of 48" below exterior grade. Center all footings under walls or columns unless otherwise noted on plans. E. Avoid excessive wetting or drying of the excavations, keeping the excavation reasonably free from water during placement of concrete. Provide continuous perimeter drains around the base of foundation and retaining walls. Refer to geotechnicol report for specific under -drain system requirements. F. Bockfill shall be compacted to meet a 0 15% minimum standard Proctor density per ASTM D - 1557 unless otherwise noted in the geotechnical report. 5ackfiil shall be placed in 12" maximum vertical lifts or as detailed in the soils report and shall be free of deleterious material and compacted In a manner that does not damage the foundation, waterproofing or damp - proofing material. If soft spots are encountered contractor shall remove material and re- compact wl approved material (RE: soils report) Finished grading shall drain away from the foundation wall at a minimum of 5%. G. Do not bockfill against lower level wails or walls in retaining until all supporting elements are in place and properly anchored or adequate shoring is installed. Concrete slabs shall be properly cured. H. Contractor shall retain a licensed geotechnicol engineer to verify soils conditions during excavation. Verify any discrepancies from the original values in writing to structural engineer for re- evaluation of the foundation design. Reinforced Concrete: A. All structural concrete had been designed in accordance with ACI 318 -05. All structural concrete construction work shall conform to AV 301 -05 unless noted otherwise. 5. Cast in place concrete shall be made with type 1/11 sulfate - resistant cement to maintain the following requirements, admixtures containing chloride salts shall not be used. Element: F'c Mix Tune Max H/C Ratio % Air Footings 3000 psi - - -- - - -- Foundations 3500 psi - - -- Interior Slabs on Grade 3000 psi 0.5 - - -- Exterior Slabs on Grade 4500 psi 0.45 6 -a% 0. Concrete coverage for reinforcing steel shall provide the following: 1. Concrete poured permanently against earth: 3 2. Concrete poured in forms (exposed to weather or earth): 2" 3. Concrete (not exposed to weather or earth) • Slabs and walls 3/4" • Beams and Columns 11/2 D. Concrete slabs on grade shall have sawn or trowel cut control ,Joints at a maximum spacing of 12' -0" in each direction or 120 sc --ft wtthtn 12 hours of pouring. Garry reinforcement through Joints and locate isolation joints around Columns at exterior wall. consult engineer prior to connecting the slab on grade to other portions of the superstructure. E. Hot and cold weather concreting procedures shall conform to the recommendations in the ACI Manual of Concrete Practice. F. Anchor bolts in wood sill plates shall be spaced at a maximum of 36" on center, unless noted otherwise on shear wall schedule, with one anchor at 12" from each end or corner and a minimum of two anchors per piece. Bolts for beam and Column bearing plates shall be set with templates. G. Expansion bolts shall be placed a minimum of 6 bolt diameters from concrete edge and maintain a 10 bolt diameter In spacing, unless noted otherwise. H. Any stop in concrete work must be made at third point of span with verticcal bulkheads and horizontal shear keys, unless noted otherwise. Slabs, footings, beams and walls shall not have Joints in a horizontal plane. Reinforcing Steel: A. All reinforcement detailing, fabrication and placement shall conform to the ACI Details and Detailing of Reinforcement (AGI 315 -Qa). 5. All reinforcing shall be of high grade deformed bars conforming to ASTM A615, grade 60, except ties and anchors which shall conform to ASTM A615, grade 40 or ASTM A706, grade 60. G. Helded wire fabric shall conform to ASTM A185, grade 60 and be lapped a minimum of one full mesh plus two inches at side and and splices and be wired together. D. Lap splices of reinforcement, where permitted, shall be a minimum of 48 bar diameters for #6 bar and smaller and 50 bar diameters for #7 and #8 bar, unless noted otherwise. Contact engineer for splicing recommendations prior to construction where not specifically detailed or noted. Do not weld or use mechanical splicing. E. Continuous top bars shall be spliced at mid -span and Continuous bottom bars over supports. F. At corners make bar Continuous through discontinuity or provide Corner bars. Corner bars to extend V -O" each side of corner. Place two #5's (per 8" of thickness) to extend a minimum of 2' -6" around all openings /steps in wails, slabs and beams. Provide #5 x V -O" diagonal at ail openings /steps in wails, slabs and beams. G. Contractor shall place (2) -#5's vertically full height of wall at high side of all wall steps higher that 4' - 0" in addition to wall reinforcing shown otherwise. H. Extend reinforcing steel a minimum of 2' -6" through cold Joints and coordinate cold Joint locations with structural engineer. Loose Lintels: A. Unless noted otherwise, provide loose lintels as follows: • One angle for every 4" of wall thickness, to bear a minimum of 6" at each end. openings 4' - 0" or less ------ - - - - -- 3 1/2" x 3 1/2" x 1/4" Openings 4' -1" to 6' -O" ------ - - - - -- 4" x 3 1/2" x 1/4" Openings 6' -1" to 8' -0 ------ - - - - -- 5 x 3 1/2 x 1/4" Openings 8' -I" to 10' - ----- - - - - -- 6 X 3 1/2" x 5/16" orient lintel angles back -to -back with long legs vertical. 5. Structural steel supplier to furnish lintels for veneer openings per the loose lintel schedule or as shown otherwise on structural drawings. 0. The stone veneer support, at the fireplace stone veneer, is as follows: The Chimney veneer above the roof sheathing is supported by an L4xbx5 /16 with on LVL ledger Cut into the wall with (3) -I6d nails. This veneer load is transfered into the chimney flue stud wail. The Chimney flue stud wall either transfers to the floor framing below or 1s continuous to a concrete footing below: If the fireplace stone veneer terminates, or is continued to the level below, the stone veneer is supportedon on LVL beam pack in the floor framing RE: Plan. If the fireplace stone veneer is continued to the level below, the veneer may be supported with an L4x6x5 connected to an LVL ledger cut into the fireplace five stud wall and to the level below. Provide blocking, if required from the stud wall above to the stud wall below. Structural Hood Fromina: A. All framing and truss lumber shall be of dry Douglas Fir -Larch (DF), graded by Western Hood Products according to the following recommendations. All 2" nominal lumber, except studs shall be of DF #2 or better, and solid timber beams and post 3" nominal and wider she I I be DF #2. B. All studs shall be of Stud Oracle Douglas Fir or Hem -Fir (HF). G. Built -up 2x nominal lumber members shall be of the following requirements: Element Beams 2x - DF #2 or better (size per plan) Beams 3x - DF #2 (size per plan) Posts VF or HF #2 or better 2x4 or 2x6 studs Connection (2) -rows of 12d nails a 12" o.c. or (2) -rows of 1/2" dia. thru -bolts a 24" o.c. (2) -rows of 12d nails a 12" o. or (2) -rows of 1/2" dia. thru -bolts a 24" o.c, (2) -rows of 12d nails a b" o.c. D. Top and bottom plates shall be of Douglas Fir -Larch or Hem -Fir #2 or better. Plates in direct contact with concrete or masonry shall be of pressure treated Hem -Fir #2. Preservative treated lumber requires all connections and nailing be golvonived per code. E. For all solid or built -up columns bearing through floor • joist spaces, provide blocking in Joist space with cross sectional area to match column above. Typical door /window headers noted on plans consisting of a single stud are exempt from this requirement. F. Except as otherwise noted, the minimum nailing shall be provided as specified in the "Nailing Schedule" on the drawings (2003 IBC Table 2304.x.1). G. Bolts used for wood framing connections shall be installed with standard washers and nuts. H. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shat l be used to Join rafters, joists or beams to other beams at f lush- framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member supported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. I. Manufactured joists shall be from on approved manufacturer and shall be equlvalent in load carrying capacity and deflection criteria to . joists shown on plans. Provide blocking, bracing, web stiffeners and other accessories as required by the manufacturer. Alternative Joists of the same depth and spacing may be considered provided their load carrying capacity is equivalent or greater bending shear and deflection. All Joist alternatives shall be approved by the Engineer of Record (EOR ) prior to use. J. Pre - manufactured trusses shall be designed by a Colorado registered engineer to support the full dead and live loads of the roof, ceiling, and any other superimposed loads. The fabricator shat l determine web arrangement and member forces. Load duration factor. for snow loads is I.O. Calculations and shop drawings shall be submitted to the engineer for review prior to fabrication. The truss manufacturer shall specify all truss -to -truss connections. Temporary and permanent lateral bracing of trusses shall be installed as required by the truss manufacturer. K. Laminated Veneer Lumber (LVL) shall have the following stress properties: • Flexural stress 2800 psi • Modulus of elasticity 2,000,000 psi • Tension parallel to grain 2100 psi • Compression parallel to grain 3000 psi • Compression perpendicular to grain 4 100 psi • Horizontal shear 285 psi L. For multiple member beam connections, unless noted otherwise in manufacturer's specification, use the following guide: Strong -axis Loading of Beams (vertical loading): I. For members 12" deep or less, nail each member to the next with (2) -rows of 12d nails a 12" O.C. 2. For members greater than 12" deep, nail each member to the next with (3) -rows of 12d nails at 12" o.c. 3. For four member beams, bolt through with (2) -row5 of 1/2" dia. bolts staggered at 12" O.G. • Weak -axis Loading of Beams (lateral Ioodinc�Z 1. For two or three member beams, nail each member to the next with (3) -rows of 12d nails a 12" o.c. 2. For four member beams, bolt through with (2) -rows of 1/2" dia. bolts at 12" o.c. 3. For members consisting of more than four members, Contact structural engineer. M. Framing Notes: • Exterior Hails: a. All exterior walls are 2x6 studs a 16" o.c. to a maximum height of 12' -6 ", 2x6 studs 12" o.c. to a maximum height of i4' -6 ", and (2) -2x6 studs a 16" o.c. to a maximum height of 16" -O" unless otherwise noted. Walls taller than W-O" shall be framed with manufactured versa -lam studs, Contact engineer for spacing requirements, if not indicated on plans. Gap with a double top plate installed to provide overlapping at Corners and at intersections with other partitions. If overlap is not possible, strap top plates together with metal strap ties (Simpson ST2cI2 or equivalent). b. Gable -end walls shall be balloon- framed to the bottom of rafters. c. Floor to roof framing members must be aligned to bear within 5" of the studs beneath. d. Provide 1/2" thick APA sheathing (plywood or 055) with floorlroof span rating of 24116, exposure 1, at exterior face of exterior walls. Block all horizontal Joints. e. Exterior headers 6' -6" and longer shall be (3) -2x12 with (2) -2x6 trimmers and (I) -king stud. Headers 6' -5" and shorter shall be (3) -2x10 headers, with (2) -2x6 trimmer and N -2x6 king stud each end, unless noted otherwise on plans. f. At beam bearing locations in stud walls, provide multiple -studs post equal to width of bearing member unless noted otherwise. • Interior Load 5earin�Jc Halls: a. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plans) a 16" o. c.. with 1/2" plywood wallboard, unless noted otherwise. Gap with double top plate Installed to provide overlapping of corners and at intersections with other partitions. If overlap is not possible, strap top plates together with metal strap ties (Simpson 5T2a2 or equivalent). b. Floor and roof framing members must be aligned to bear within 5" of stud beneath. c. Provide (2) -2x10 headers over all openings in wall, with (I) -2x4 or (I) -2x6 trimmer and (I) -2x4 or (I) -2x6 king stud each end, unless noted otherwise. d. At beam bearing locations in stud walls, provide multiple -stud posts equal to width of bearing member unless noted otherwise. • Floor Construction. a. Provide 3/4" thick APA rated 5turdifloor rated aID 24" o.c., tongue and groove, exposure I. Olue and nail panels with IOd nails a 6 " o.c. along panel edges and a 12" o.c. of Intermediate supports, unless noted otherwise. Install sheathing with long dimension perpendicular to Joists and and Joints staggered. b. Provide solid blocking between floor Joists at all bearing locations. Blocking material shall match floor Joist material. c. Panels shall be identified with the grade - trademark of the American Plywood Association and shall meet the requirements of U.S. product standard P51, latest edition for plywood. d. Floor construction shall have blocking at intervals not greater than 8' -0. • Roof Construction: a. Provide 5/8" thick APA plywood sheathing rated 32116, exposure I. Install sheathing with long dimension perpendicular to rafters or trusses and end Joints staggered and nails a® 4" o.c. along panel edges and a 12" o.c. at intermediate supports, unless noted otherwise. b. Plywood sheathing shall be applied continuously over the primary roof members (rafters or trusses) below over - framed areas to provide adequate lateral stability. c. Provide wind /seismic anchors at supports for ail roof Joists and trussed rafters. See "Connection Schedule" on the plans. d. Provide solid blocking between roof rafters, trusses and lookouts at all bearing locations. Blocking material shall match rafter, truss chord or lookout material. e. Panels shall be Identified with the grade - trademark of the American Plywood Association and shall meet the requirements of U.S. product standard PSI, latest edition for plywood. • Hind Bracingl a. Halls over 4' -0" long which are indicated as shear walls on plans have been designed to resist wind forces in accordance with Section 2306.1 of the IBC. b. At shear wails, screw 1/2" plywood or 055 to all studs and to top and bottom plates with lod nails a 6 "o.c. maximum spacing. All other walls may be nailed w1 a d nails at 6 "o.c. maximum spacing. See shear wail schedule for more information. Structural Glued Laminated Timber: A. Materials, manufacturer and quality control shall be in conformance with AITC Product Standard P5 66 -82, "Structural Glued Laminated Timber" or latest edition. 5. Laminated members shall be fabricated using Douglas Fir at 12% moisture content in accordance with HCLI5 and with the following Combination symbols: 24F -V4 5lmple -span beams 241`-VS Continuous or Cantilever beams 0. All members shall be Architectural Appearance Oracle, unless noted otherwise by the architect. D. All members shall be protected from damage and exposure to moisture prior to and during construction. E. Adhesives shall meet the requirements for wet conditions of service. F. Do not camber laminated members unless specifically indicated on the plans. Structural Stee I: A. Structural steel shall be detailed, fabricated and erected in accordance with the latest provisions of A150 "Manual of Steel Construction ". B. All structural steel rolled shapes, including plates and angles, shall conform to A5TM A36. Tube shapes shall conform to A5TM A500 Oracle B. Pipe columns shall conform to A5TM A53. The latest editions of these requirements shall be used. Steel supplier may optionally provide ASTM Grade 50. G. All structural bolts used in steel framing shall be A325 -N, installed to a minimum snug nut condition. All anchor bolts shall be of A5TM A307. D. Typical Framed beam connections with steel bolts shall use the maximum number of bolts per A15C "Manual of Steel Construction" Table IIA and /or A150 "Simple Shear connection Manual" with A525 -N bolts. E. All welding shall be performed by an AHS qualified welder. F. Delay painting within 3" of field welds until welds are completed. Grout: A. All grout beneath column plates and steel beams at bearing shall be non - shrink, non - metallic type grout. B. Grout shall have a minimum compressive strength of 4000 psi. Fire Protection: A. All structural and non - structural elements shall provide adequate fire protection per code for the type of construction specified by the architectural drawings. Non - Structural Elements: A. All elements not specifically structural such as non bearing partitions attached to and /or supported by the sub /super structure shall take into account any deflections and other structural movement. Structural Masonry: A. Masonry design assumptions require that special inspection be provided during construction according to the provisions of the 2003 IBC Sections 17045 and 2107.2.1. 5. Hollow load - bearing concrete masonry shall be lightweight units conforming to A5TM 040. Exterior walls and walls below grade shall be grade N -I. Interior walls not exposed to weather or earth may be, grade N -I or 5 -1. G. Mortar shall conform to A5TM 0270 and shall be Type 5 with a minimum cube strength of 1,500 psi. Do not use masonry cement or admixtures unless approved by the structural engineer. D. Orout shall be course grout as defined in 2003 IBC (Table 2103.10) with a minimum cube strength of 2000 psi. Admixtures shall not be used unless approved by structural engineer. F. Conform to size and height limitations set forth in Table 1.15.1 of AGI 530. F. Provide 1/2" clearance or expansion material between masonry and other structural elements, unless noted otherwise. General Requirements: A. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact engineer for consultation (not in contract) as required. B. Shop drawings: Submit shop and erection drawings for all structural steel, miscellaneous steel, and wood trusses to structural engineer for review prior to fabrication. This review is for general compliance with the intent of the structural design. The manufacturing or fabrication of any Items prior to written review of the shop drawings will be at the risk of the contractor. The architect and /or contractor are responsible for checking quantities, dimensions and coordination with other trades. G. Dimensions: Check all dimensions against field and architectural drawings prior to construction. Do not scale drawings. D. Construction practices: The general contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. E. Coordinate requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Prior to Installation of such equipment or other items to be attached to the structure, the contractor shall obtain approval for connections and support. Contractor shall furnish required hangers, Connections, etc. required for installation of such items, unless specifically noted on plans. F. Jobstte safety 1s the sole responsibility of the Contractor. All methods used for construction shall be in accordance with the latest edition of the IBC. O. The structural engineer may make periodic observation visits to the Jobstte for determination of general conformance with the construction documents. Such observation visits shall not replace required inspections by the governing authorities or serve as "special inspections" as may be required by Section 17 of the international Building Code. H. Though every effort has been made to provide a Complete and clear set of Construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. A 5RSVIATION LIST A.B. ANCHOR 5oLT INT. INTERIOR ANCH. ANCHOR 1.15T. J015T APPROX. APPROXIMATELY LONGIT. LONGITUDINAL ARCH. ARCHITECT LVL LAMINATED VENEER LUMBER 131-DO. BUILDING L5L LAMINATED STRAND LUMBER 5LK6. 5LOCKINO MAX. MAXIMUM 5M. 5EAM MECH. MECHANICAL 50T. 50TTOM MAT'L MATERIAL 5.0.H. 50TTOM OF HALL MANUF. MANUFACTURER 5RG. 5EARINO MIN. MINIMUM CANT. CANTILEVER NOM. NOMINAL GLR. CENTERLINE O.G. ON CENTER CLEARANCE 055 ORIENTED STRAND BOARD COL. COLUMN 1 P. PLATE GONG. CONCRETE PLYHD. PLYHOOD CONN. CONNECTION RE: REFERENCE CONT. CONTINUOUS REINF. REINFORCE/REINFORCEMENT GON5T. CONSTRUCTION REOID REQUIRED D5L. DOUBLE REV. REVISION DHL. DOHEL 50HED. SCHEDULE DHG. DRAWING 5EGT. SECTION EA. EACH SIM. 51MILAR ELEV. ELEVATION 5PE0. SPECIFICATION ENO. ENOI VEER STD. STANDARD E.O.R. ENOINEER OF RECORD 5TRUCT. STRUCTURAL r-OUIV. EQUIVALENT T40 TONOUE 4 OROOVE EX5TG. EXI5TING T.O.F. TOP OF FOOTINO EXP. EXPANSION T.0.5. TOP OF STEEL EXT. EXTERIOR T.O.W. TOP OF HALL FDN. FOUNDATION THRU THROUGH FLR. FLOOR TRAN5V. TRANSVERSE FTC. FOOTINO TYP. TYPICAL OA. GAUGE U.N.O. UNLESS NOTED OTHERHI5E OEN. GENERAL VERT. VERTICAL O.L. OLUE -LAM W.W.F. HELDED HIRE FABRIC GYP. OYP5UM /0YPGRETE H/ HITH HDR. HEADER H/O HITHOUT HORIZ. HORIZONTAL 16. Gelling Joists to parallel rafters HT. HEIGHT (Sao section 2308.10.4.1, Tole 2508,.10.4.0 4 - 3 x 0.131 nail 4 - 5'" 14 gaga staple 2003 I BG FA5TEN I N6 SCHEDULE (TABLE 2304. .I) CONNECTION FASTENING a m LOCATION I. Joist to sill or girder 3 - 8d common toenail 5 - 3" x 0.131" nail 5 - 5" 14 gage staple 2. Bridging to Joist 2 - ad common toenail each and 2 - 5" x 0.131" nail 2 - 5" 14 gage stele 5. 1" x 6" subfloor or lass to each ,Joist 2 - ad common face nail 4. wider than I" x 6" subfioor to each ,Joist 3 - ad common face nail 5. 2" subfloor to Joist or girder 2 - 16d common blind and faco nail 6. Sole plate to Joist or blocking l6d at i6" 04. typical face nail 3" x 0.131" nail at 8" o.c. 5" 14 gage staple at 12" o.c. Solo Plato to Joist or blocking at 5 - I6d er 16" p braced wall panels braced wail panel (4) -3" x 0.131" mall per Ib" (4) -5" 14 gage staple per 16" 1. Top plate to stud 2 - I6d common and nail 5 -5 "x0.131 "nail 5 -5" 14 gaga staple 6, Stud to sole plate 9 - ad common toenail 4 - 5" x 0.01" nail 3 - 5" 14 gaga staple 2 - I6d common and nail 3 -3 "x0.131 "nail 5 - 3" 14 gage staple 4. Double studs I6d at 24" o.o. face nail 3 x 0.131" nail at 6" o,c. 3" 14 gage staple of b" o.c. 10. Double top plates I6d at 16" o.c. typical face nail 5" x 0.131" nail at 12" o,c. 5" 14 gage staple at 12" o.c. Double top Plata$ 8 - I6d common lap splice 12 -5 "x0.131 "mail 12 - 5" 14 gage staple typical face nail 11. Blocking between Joist or rafters 5 - ad common toenail to top plate 5 - 3" x 0.131" nail 5 - 5" 14 gage staple 12. Rim Joist to top plate ad at 6" (152mm) o.c. toenail 3 x 0.131 " nail at 6" o.c. 3" 14 gage stopia at 6" o.c. 13. Top plates, laps and 2 - l6d common face nail intersections 5 - 5" x 0.131" nail 5 - 5" 14 gago staple 14. Gomttnuous header, two places l6d common 16" o c. along edgo 15. calling ,joists to plate 3 - ad common toenail 5 -3 "x0.131 "nail 5 - 3" 14 gage staple 16. Continuous header to stud 4 - ,ad common toenail 17. flailing Joists, laps over portions 3 - I6d common minimum, Table 2306.10.4.1 face nail (see Section 2306,10.4.1, Table 2306,10,4.1) 4 - 5" x 0.151" nail 4 - 5" 14 gage stcp7lo 16. Gelling Joists to parallel rafters 5 - I6d common minimum, Table 2506.10.4.1 faro nail (Sao section 2308.10.4.1, Tole 2508,.10.4.0 4 - 3 x 0.131 nail 4 - 5'" 14 gaga staple 14. Rafter to late P 5 - ad common "x0.151" toenail (Sao section 2506.10.1, Table 2308.10.1) 5 -3 nail 5 - 5" 14 gaga staple 20. 1 diagonal brace to each stud and 2 - ad common face nail Plato 2 - 5" x 0.151" mail 2 - 5" 14 gage staple 21. 1 " x 6" sheathing to each bearing wall 2 - ad common face nail 22. wider than I" x 6" sheathing to 5 - ad common face nail aach bearing wall 23. Suitt -up corner studs l6d common 24" oz. 5" x 0.131" nail 16" o.c. 5" 14 gage staple 16"04. 24. Supt - up girder and beams 20d common at 52 " o.c. face nail at tap and 5" x 0,151" nail at 24" o.c.. bottom staggered on 3" 14 gage staple at 24" o.c. opposite sides 2 - 20d common face nail at ends and at 5 - 5" x 0.131" nap each splice 3 - 5" 14 gage staple 25. 2" planks 16d common at each bearing 26. collar tic to rafter 5 - 10d common face nail 4 - 3 "x0.151 "nail 4 - 5" 14 gage staple face nail 27. Jack rafter to hip 5 - 10d common toenail 4 - 5" x 0.131" mail 4 - 5" 14 gage staple - l6d common faca nail 5 5" x 0.131" nail 5 - 5" 14 gage staple 26. Roof rafter to 2-by ridge beam 2 - 16d common toenail 3 -3 "x0.131 "nail 5 - 5" 14 gago staple 2 - I6d common face nali 5 -3 "x0.131 "nail 5 - 5" 14 gage staple 201. Joist to band Joist 5 - I6d common face mall 5- 5"x0.151"nail 5 - 5" 14 gage staple 30. Lodger strip 5 - 16d common face nail 4 -5 "x0.131 "nail 4 - 5 " 14 gage staple 51. wood structural panels and particleboard: I /2" and less ad'- (per JKA)a Subfloor, roof and wall sheathing 2 5/6" x 0.151" nail" (to framing) b 1 5/4" x 16 gago ° 14/32" to 5/4" ad (per JKA) 23/6 "x0.131 " nail p 2 gagop '7/6" to I" ad` 1 I 16" to 1 1/4" lOd or 6d single Floor (combination subfloor- 5/4" and loss 6d• (per JKA)`i underlayment to framing): 7/6" to I" sd 1 1 16" to 1 1/4" lod or 6d 52. Panel siding (to framing) 1/2" or less bd 5/6" ad 55. Fiberboard sheathing =9 1/2" No. Ii gaga roofing nall 6d common nail No. 16 gage stopla 25/32" No. 11 gage roofing nali ad common nail No. 16 gage stcpala 34. Interior paneling 1/4" 4d 5/6" 6d NOTES TO TABLE 2504.4.1 For 51: 1 Inch = 25.4mm. 2 5/6" x 0.113" nails and 3 x 0.151 nails are standard ad and lOd bun nails. Johnson, Kunkel & Associates, Inc. WIN # 1 14 1 4 iv t I M W= "" I Z r 8 1 Z 11 ' 1 200, WPM °e(rtive W(loving, serkii P.O. BOX 409 1286 CEWMERS AVE. suite #200 EAGLE, CO 81651 PHONE; (970) 328 -6568 FAX; (970) 328 -1035 WWW.JKANDA.COM .r #r • •r r� rs n irauu����e f r C- • n n n A ��eeae� a. common or box nails are permitted to be used except whore otherwise stated. l i b. Nails spaced at 6 inches on center at edges, 12 inches at Intermediate supports except 6 inches at 0 0 spans are 46 Inches or more. For nailing of wood structural papal and particleboard dlophragms on or wa s. t refer to $action 2505. Naps for wall sheathing are permitted to bo common, box or casing. I1rr11 c. common or deformed shank. d. common i a. Deformed shank. f, corrosion- rosist nt siding or casing nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at Intermediate su h. corrosion- rasistant roofing nails with 1/16 -inch diameter head and 1 1/2 inch length for 1/2 -inch sh i 1 5/4 inch length for 25/32 -inch sheathing. t I. corrosion - resistant stcpalas with nominal '1/16 -inch crown and 1 1/6 inch length for 1/2 -inch sheathing length for 25/32 -Inch sheathing. Panel supports at 16 inches (20 inches if strength axis is the long direction the panel, unless otherwise marked). J. casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. casing or finish nails spaced 6 inches on panel odg es, 12 inches at intermodioto supports. 1. For roof sheathing apyplicatlons, ad nails are the minimum required for wood structural panels m. Staples shall have a minimum crown width of 1/16 Inch. n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 6 inches at Intermediate supports. o. Fasteners spaced 4 inches on center at "as, 6 Inches at intermediate supports for subfloor and wall sheathing and 5 inches on center at edcl as, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 Inches on canter at edges, 6 inches at intermediate supports. q. Items noted as "par JKA" have been changed from the 1150 schedule to a more restrictive requirement. SHEET NUMBER.• '51.1 Ai r� rs n irauu����e f r C- • n n n A ��eeae� a. common or box nails are permitted to be used except whore otherwise stated. l i b. Nails spaced at 6 inches on center at edges, 12 inches at Intermediate supports except 6 inches at 0 0 spans are 46 Inches or more. For nailing of wood structural papal and particleboard dlophragms on or wa s. t refer to $action 2505. Naps for wall sheathing are permitted to bo common, box or casing. I1rr11 c. common or deformed shank. d. common i a. Deformed shank. f, corrosion- rosist nt siding or casing nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at Intermediate su h. corrosion- rasistant roofing nails with 1/16 -inch diameter head and 1 1/2 inch length for 1/2 -inch sh i 1 5/4 inch length for 25/32 -inch sheathing. t I. corrosion - resistant stcpalas with nominal '1/16 -inch crown and 1 1/6 inch length for 1/2 -inch sheathing length for 25/32 -Inch sheathing. Panel supports at 16 inches (20 inches if strength axis is the long direction the panel, unless otherwise marked). J. casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. casing or finish nails spaced 6 inches on panel odg es, 12 inches at intermodioto supports. 1. For roof sheathing apyplicatlons, ad nails are the minimum required for wood structural panels m. Staples shall have a minimum crown width of 1/16 Inch. n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 6 inches at Intermediate supports. o. Fasteners spaced 4 inches on center at "as, 6 Inches at intermediate supports for subfloor and wall sheathing and 5 inches on center at edcl as, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 Inches on canter at edges, 6 inches at intermediate supports. q. Items noted as "par JKA" have been changed from the 1150 schedule to a more restrictive requirement. SHEET NUMBER.• '51.1 • • • • al • m • • • • • • z T FIGAL_ NINDON O FEN INO SCALE N.T.S. (2)-#5's CONT. HORIZ. a TOP OF WALL, TYP. RE: PLAN T.O.H. I tu (:2)-#5's x V CONT. HORIZ. a WT. OF HALL, TYP. SY'�-WL LE6END TYPE DESCRIPTION eOft MIL 9M WOOD STUD BEARING WALL BELOW AOW-HOK OOLTS IN cOrAllem COLUMN DOWN OR UP AND DOWN ❑ COLUMN UP FROM ABOVE El I 5HEARAALL - SEE SHEAR WALL 50HEDULE 5/8 0 CONNECTION TYPE. RE: 51.1 FOR DETAILS 10d 0 4"oa. STEP IN CONCRETE FOUNDATION WALL 1/2 0 o 14"o4. STEP IN FLOOR FRAMING 1/211 HOOD STUD BEARING WALL ABOVE SHEAR HALL SCHEDULE MARK * TH e C A 4O 'n e '" W eOft MIL 9M Arl"LICAMILZ IIA4e AOW-HOK OOLTS IN cOrAllem R 1/211 Iod 0 6 151m 1/2" (P 0 24"o/_ 5/8 0 1/2" 10d 0 4"oa. 151M 1/2 0 o 14"o4. (5)-:2x 1/211 lod 0 5"0 1 SIDE 1/2"0 0 12"o4. R:2 1/2" 10d 0 :2";.C,. 1 SIDE 5/80 0 0 12"04. HPIOA 1/211 Iod a 2 51ciE5 5/6" 0 0 12"oa. 1 1/2 Iod a 4"oo. 2 SIDES 5/4" 0 0 12"o.o. HOLVONN SCHEDULE MARK H ?=VOW # Or ftXT IN M"NO t4o"Nk. "T Size 0 (2) -AB 5/80 4) N/A :2 HP2A 5/8 0 (5)-2x @ H05A 5 /40 0 (5)-:2x (D HV6A - 7/90 4 (5)-2x 14 H06A Vel" 0 (5)-:2x Oz.. EA. HAY HPIOA it (5)-:2x @ HP14A 1 (4)-:2x I-,JOI5T OR L\/L HEADER TO MATCH DEPTH OF FLOOR JO15T5 ADD J015T TO EACH SUPPORTING MEMBER, TYP. T"rF I CAL FLUM51 NONEC. I CAL " 51 .2 HEADER FLOOR JOI RE: PLAN a m a. F"MINry AT ADJOINING PANEL WC SHALL M 5" NOMINAL OR WIDER AND NAILS SHALL BE STA66ERW WHERE NA4L5 FLOOR SHEATHING ARE SPACED AT 2" OR 5" o.a. 50170M PLATE NOTES:_ PqOOr,> COL. FROM ABOVE LSL RIM BOARD 2x 5LKO. TO MATCH COL. ABOVE HOOD COL. BELOW (MATCH COL. FROM ABOVE) 7**' FIC. E3L<0. IN J0157 5FACE 5C N.7.5. :2 (:2)-#5's x < > L 2 1 -16 11 EXTEND HORIZ. REINF. PAST STEP 2 ", TYP. I. NAILS SHALL BE GUN NAILS OR COMMON GALVANIZED BOX. NAIL HEADS ARE NOT TO PENETRATE 5HEATHIN6. 2. BLOCK ALL PANEL ED G ES. 5. SHEATHING JOINT AND SILL PLATE NAILING SHALL BE 5TA66EREV. 4. NO MORE THAN (2) ROWS OF EDGE NAILING ALLOWED AT ANY ONE STUD. 5. PROVIDE STANDARD DIAMETER PLATE HA514ER5 AT ALL SILL PLATE ANCHOR BOLTS. (b. LAO BOLTS SHALL NOT BE SUBSTITUTED FOR THRU -BOLTS IN HOOD FRAMING. - 7. MARKDARE STANDARD ANCHOR. BOLTS INSTALLED IN CONCRETE AT THE BOTTOM OF SHORN HALL. INSTALL (2)-AB's NITHIN 1'-0" OF WALL ENDS. CONNECTION SCHEDULE SIMPSON A55 @ axa COL. BASE PL.: 5/8 "x W (4)-1/2" (P x a" EXP. ANCHORS K/ e>xa COL. KNIFE FL.: 5/8 "x4"xI:2" 5TL. KNIFE FL. wl (2) -5/4" 0 THRU -BOLTS - FIN15H PER ARCH SIZE I2xI2 COL. BASE FL.- 5/8 "x12N12" H/ W-1/2" 0 x a" EXP. ANCHORS K/ 12x1:2 COL. KNIFE PL.: 5/8 "X4"XI2" STL. KNIFE PL. N/ (2)-5/4" 0 THRU -BOLTS - FINISH PER ARCH SIMPSON MIU:2.5 * simfmoeoN iTT:2.06m.88 (TYP. AT LADDER FRAMING) x 2' x 10 .. ........... @ . ..... I 5IMP50N H5 (D NOT USED (Q) SIMPSON mx5511.88 14 (:2)-1/:2" 0 x 6" OR e," OR 10" LAG BOLTS #5s a (:2)-L4x4x5/8 N1 (5)-5/4" (P THRU BOLTS EACH LEO - 5" MIN SPACING Oz.. EA. HAY SIMFI50N A54 AT 1'-4" (TYP AT SHRkqALL) 4'-6" SIMPSON 1_55UI2.06 N/ NEBSTFFNR5 (SLOPING 4 SKEWED OR SKEWED) **P-OfZDR** @ SIMPSON L55U410 (5KENEr,>) ** PRE -ORDER ** OR SIMPSON HpqU5.5/1 i.8a INVERTED 6 1 SIMPSON L55UI55 *** PRE-ORDER *** @ 51mP50N Huc61:2 (MAX) *** PRE -ORDER #5's a (2) -5/8 x 12 x W STL SIDE PLATES K/ 5/8" 5TL 5TM PLATE (BUCKET SADDLE) FIELD MELDED TO TO 5TL BEAM 1AC K/ 0 THRU BOLTS INTO BEVELED LVL BEAM Oz.. EA. WAY 5IMP5ON L55U:2.06 (SLOPING) 51-611 _L5x4x5/8 K/ (5)- THRU -BOLTS EA. LEO #5's a 5IMP5ON HOLTV5.511 ox_ EA. WAY 5IMP5ON HOLTV5.511 (01-011 FULL PENETRATION HELD PER SECTION CUT A 5IMP5ON M5TC66 ox.. EA. WAY SIMP50N M5TC40 61-611 (2)-L4x4x5/8 N/ (5)-5/4" 0 THRU BOLTS EACH LEO (5" MINSPACNO)" VERT. STIFFENER (BELOW BEAM). SECURE W (2)- LAC, SCREWS INTO 5M. 4 (4)- EXP. ANCH. INTO CONCRETE #5's a 12" or,. EA. HAY I NOT USED #5's as 12" ox.. EA. KAY 1.1 .11-611 XT-b" x 1 #5 a 12 ox,. EA. WAY K 8'-O" 4 #5's a 12" Oz.. EA. NAY TOP$BTM 4 a. F"MINry AT ADJOINING PANEL WC SHALL M 5" NOMINAL OR WIDER AND NAILS SHALL BE STA66ERW WHERE NA4L5 FLOOR SHEATHING ARE SPACED AT 2" OR 5" o.a. 50170M PLATE NOTES:_ PqOOr,> COL. FROM ABOVE LSL RIM BOARD 2x 5LKO. TO MATCH COL. ABOVE HOOD COL. BELOW (MATCH COL. FROM ABOVE) 7**' FIC. E3L<0. IN J0157 5FACE 5C N.7.5. :2 (:2)-#5's x < > L 2 1 -16 11 EXTEND HORIZ. REINF. PAST STEP 2 ", TYP. I. NAILS SHALL BE GUN NAILS OR COMMON GALVANIZED BOX. NAIL HEADS ARE NOT TO PENETRATE 5HEATHIN6. 2. BLOCK ALL PANEL ED G ES. 5. SHEATHING JOINT AND SILL PLATE NAILING SHALL BE 5TA66EREV. 4. NO MORE THAN (2) ROWS OF EDGE NAILING ALLOWED AT ANY ONE STUD. 5. PROVIDE STANDARD DIAMETER PLATE HA514ER5 AT ALL SILL PLATE ANCHOR BOLTS. (b. LAO BOLTS SHALL NOT BE SUBSTITUTED FOR THRU -BOLTS IN HOOD FRAMING. - 7. MARKDARE STANDARD ANCHOR. BOLTS INSTALLED IN CONCRETE AT THE BOTTOM OF SHORN HALL. INSTALL (2)-AB's NITHIN 1'-0" OF WALL ENDS. CONNECTION SCHEDULE SIMPSON A55 @ axa COL. BASE PL.: 5/8 "x W (4)-1/2" (P x a" EXP. ANCHORS K/ e>xa COL. KNIFE FL.: 5/8 "x4"xI:2" 5TL. KNIFE FL. wl (2) -5/4" 0 THRU -BOLTS - FIN15H PER ARCH SIZE I2xI2 COL. BASE FL.- 5/8 "x12N12" H/ W-1/2" 0 x a" EXP. ANCHORS K/ 12x1:2 COL. KNIFE PL.: 5/8 "X4"XI2" STL. KNIFE PL. N/ (2)-5/4" 0 THRU -BOLTS - FINISH PER ARCH SIMPSON MIU:2.5 * simfmoeoN iTT:2.06m.88 (TYP. AT LADDER FRAMING) x 2' x 10 SIMPSON MIT41I.88 OR 5IMP5ON kqF`1411b8 -2 **F-O** OR CUSTOM T' NIVE HANGER @ SIMPSON MIT4A5 OR SIMPSON MIT4.118 OR SIMPSON MIT414 OR SIMPSON MIT416 @ I 5IMP50N H5 (D NOT USED (Q) SIMPSON mx5511.88 14 (:2)-1/:2" 0 x 6" OR e," OR 10" LAG BOLTS #5s a (:2)-L4x4x5/8 N1 (5)-5/4" (P THRU BOLTS EACH LEO - 5" MIN SPACING Oz.. EA. HAY SIMFI50N A54 AT 1'-4" (TYP AT SHRkqALL) 4'-6" SIMPSON 1_55UI2.06 N/ NEBSTFFNR5 (SLOPING 4 SKEWED OR SKEWED) **P-OfZDR** @ SIMPSON L55U410 (5KENEr,>) ** PRE -ORDER ** OR SIMPSON HpqU5.5/1 i.8a INVERTED 6 1 SIMPSON L55UI55 *** PRE-ORDER *** @ 51mP50N Huc61:2 (MAX) *** PRE -ORDER #5's a (2) -5/8 x 12 x W STL SIDE PLATES K/ 5/8" 5TL 5TM PLATE (BUCKET SADDLE) FIELD MELDED TO TO 5TL BEAM 1AC K/ 0 THRU BOLTS INTO BEVELED LVL BEAM Oz.. EA. WAY 5IMP5ON L55U:2.06 (SLOPING) 51-611 _L5x4x5/8 K/ (5)- THRU -BOLTS EA. LEO #5's a 5IMP5ON HOLTV5.511 ox_ EA. WAY 5IMP5ON HOLTV5.511 (01-011 FULL PENETRATION HELD PER SECTION CUT #5's an 5IMP5ON M5TC66 ox.. EA. WAY SIMP50N M5TC40 61-611 (2)-L4x4x5/8 N/ (5)-5/4" 0 THRU BOLTS EACH LEO (5" MINSPACNO)" VERT. STIFFENER (BELOW BEAM). SECURE W (2)- LAC, SCREWS INTO 5M. 4 (4)- EXP. ANCH. INTO CONCRETE #5's a 12" or,. EA. HAY I NOT USED Johnson, Kunkel & Associates, Inc. II P.O. BOX 409 1286 CHAMBERS AVIL Suite #200 RAGLIS. CO 81631 PHONE: (970) 328-6368 FAX: (970) 326-1035 WWW.JKANDA.COM SPREAD FOOT IN& SCHEDULE rrm SIZE REMOROINer * 2' x 2' x 10 #5's a 12" o.a. EA. HAY * 5'-0" x 5'-0" x 10 #5's 0 12" ox, EA. HAY * 14 x 4 x 11-011 #5s a 12" Oz.. EA. HAY rl> 4'-6" x 4'-6" x 1'-0" #5's a 12" o.c. EA. HAY E 51-011 x 5'-0" x It-oil #5's a 12" Oz.. EA. WAY F 51-611 x V-6 x 11-011 #5's a 12" ox_ EA. WAY 6 (01-011 x 6'-0" x 11-011 #5's an 12" ox.. EA. WAY H 61-611 x 6'-6" x 1 #5's a 12" or,. EA. HAY I NOT USED #5's as 12" ox.. EA. KAY 1.1 .11-611 XT-b" x 1 #5 a 12 ox,. EA. WAY K 8'-O" x 5'-0" x 1 #5's a 12" Oz.. EA. NAY TOP$BTM Johnson, Kunkel & Associates, Inc. II P.O. BOX 409 1286 CHAMBERS AVIL Suite #200 RAGLIS. CO 81631 PHONE: (970) 328-6368 FAX: (970) 326-1035 WWW.JKANDA.COM 141" I' m SHEET NUMB M- S1.2 ,41 RE: PLAN RE: PLAN L T.O.F. T.O.W. 16 � 4 ftlk WMY­Y� YNNA-14ld I - t o if 40 40 ON 40 141" I' m SHEET NUMB M- S1.2 ,41 RE: PLAN RE: PLAN L T.O.F. T.O.W. 16 � 4 ftlk WMY­Y� YNNA-14ld I - t o if GEO FOAM FILL a i i • • • s l 1 ss all Fe., s i • • • =1 i s • • • i w s • i it SYME0 L EGEND DE50RIPTI ON rn cn m I �n SHE KALL SCHEDULE WOOD STUD BEARING WALL BELOW ® COLUMN DOWN OR UP AND DOWN ❑ COLUMN UP FROM ABOVE ® 5HEAR4-4ALL - SEE SHEAR WALL SCHEDULE IOd 0 6 CONNECTION TYPE. RE: 51.1 FOR DETAILS 112" 0 0 24 "0.c. STEP IN CONCRETE FOUNDATION WALL 1/2" STEP IN FLOOR FRAMING m . g WOOD STUD BEARING WALL ABOVE rn cn m I �n SHE KALL SCHEDULE MARK FiOLDOYN I &` ,! IN ® 1/2" IOd 0 6 1 SIDE 112" 0 0 24 "0.c. 5/8" 0 1/2" IOd a 4 "ox- I SIDE 1/2" 0 O 14 "0.0. (3) -2x 1/2" IOd 0 v '&c. I SIDE 1/2" m 0 12 "o4. R2 2! 1/2" 10d 0 2 1.0. I SIDE 5/6-0 o I2 "o4. HDIOA 1/2" IOd 0 6 "0.0. 2 SIDES 516" cp 0 I2 "o.c. n 1/2" 10d 0 4 "ox- 2 SIDES W4" 0 o 12 "o4. a. FRAMING AT ADJOINING PANE. ED6E5 SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STA66ERED WHERE NAILS ARE SPACED AT 2" OR 3" 04. HOLDOWN SCHEDULE MARK FiOLDOYN N sots 0I INS POST IBX� 2' -0 x 2' -0 x 10 (2) -AB's 5/8" 0 WA 4 � I H02A 5/8" 0 (3) -2x () H05A 518" 0 (3) -2x 5 -0 x 5 - 0 11 x 1 -0 HD6A V8" (p (3) -2x {8) HDBA '718" cD (3) -2x 10 HDIOA - 118 6 0 (3) -2x 14 H014A 1 (4) -2x VMAV 1000TI a W uL E r " loin !tL' A 2' -0 x 2' -0 x 10 ms's 0 12 11 ox .. EA. WAY d 5 x 51 -011 x lo #10 0 1211 O.G. L WAY 4 1 -011 x 4'-011 x I1 -0 11 • 1.2. 11 ozo. EA WAY 1 G V 4 x 4 '- 6 11 x I - +*F s 0 12 o.Ci. EA. WAY Ws ° 5 -0 x 5 - 0 11 x 1 -0 Ws 0 12 o.a. EA. WAY I• 5 -6 x 0 1 -611 x 1 - ms's • 12 11 o.c. EA. WAY a 6 -0° x 6' -0 x I -0 Ws • 12 o.c. EA. WAY H 64 x 64 x 1 -2 ms's • 12 0.6, EA, WAY I NOT UNR 05's 0 12 ox.. EA, WAY N 't' -6 x 0 74 11 x 1 -4 111110's 0 12 o.a. LA. WAY K 1 & -0 x V -0" x P -4 05's 0 12" o.a. LA. WAY T0Ie4OTM i �► Z � air r a m 1 srz;).- c-/ FOOTING W/ #5's �.; ---- - _° p W 1 `b WAY TOP BTM. cv s N 1 .0- p I ( �� „ ''- 1 0 � ra ( t � T >O.W. = I la 2 GRADE 0 � FILL 3 . „e. /' Q �. �` - 6' -� . ��, r,rv� -r !BEPO� zzc fV I. ELEVATIONS ARE BASED ON DATUM 104' -0” = TOP OF FIRST LEVEL CONCRETE 6 4 • w n i i 4 SLAB. THIS ELEVATION EQUALS ACTUAL SITE ELEVATION &56ci.O' BASED ON 517E dft •• - - PLAN PREPARED BY JOHN G. MARTIN ARCHITECT, DATED 05/031200'7. 2. FOOTING ELEVATIONS SHOWN HEREIN ARE BASED ON FINDING ADEQUATE 501L CONDITIONS AS DETAILED IN THE SOIL EVALUATION. IF SOIL CONDITIONS ARE fy OTHERWISE, CONTACT ENGINEER FOR OVEREXCAVATION REOUIREMENT5. N 3. CONCRETE WALL5 ARE 8" WIDE AND FOOTINGS ARE 10" THICK, TYPICAL, UNLESS NOTED OTHERWISE. 4. CONTRACTOR SHALL PLACE (2) -#5's VERTICALLY FULL HEIGHT OF WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4' -0" IN ADDITION TO WALL REINFORCING SHOWN OTHERWISE. 5. SLAB ON GRADE SHALL BE A 5" CONCRETE SLAB ON & m11 VAPOR BARRIER ON 4" GLEAN GRAVEL BASE ON UNDISTURBED GRADE OR COMPACTED STRUCTURAL FILL PER SOILS ENGINEER. REINFORCE SLAB WITH NOVOME5H 850, FIBERMESH CONCRETE SYSTEM THROUGHOUT (GNTRCTRR OPTION - &x &- W2.IxW2.1 WELDED WIRE FABRIC). PROVIDE 31&" DEEP SAWN OR TROWELED CONTROL JOINTS AT 12' -0" MAXIMUM 5PACING (120 SOFT) EACH WAY. SEAL JOINTS FLUSH WITH ELASTOMERIC 5. REFER TO ARCHITECTURAL DRAWING5 FOR STAIR FRAMING DE T 11-5, SLAB ELEVATIONS. SEALANT. cl. CONTRACTOR SHALL COORDINATE FOUNDATION PLACEMENT WITH A , &. COORDINATE ALL D1MEN51ON5 AND DETAILS WITH ARCHITECTURAL DRAWINGS. DO 51TE PLAN. PLACEMENT INCLUDES ORIENTAITON WITHIN BUILDING NOT SCALE DRAWINGS. ENVELOPE /SETBACK AND VERIFICATION /5ETTING OF FOUNDATION WAL 7. CONTRACTOR SHALL FOLLOW ALL REOUIREMENT5 LISTED IN SOILS REPORT. FOOTING BEARING ELEVATION SHALL BE 4" -0" MIN BELOW GRADE, GRADE SHALL BE 10. COORDINATE THE LOCATION OF UTILITY PENETRATIONS WITH MECHANIC A I" THICK VOID FORM MATERIAL AROUND PLUMBING AT FNIPN WALL F &" MIN BELOW TOP OF FOUNDATION WALL. NO A ON. \ 33 "-'T 5 a '. x2001 Mapping P.O. BOX 409 1286 CHAMBERS AVE. Suite #200 EAGLE, CO 81631 PHONE: (970) 328 -6368 FAX: (970) 826 -1035 11WW.JKANDA.COM L a n • n dr i ••. ` � n n . j . n a n n • t n • momma .w .WEET NUMBER.• �Z. • r 6 4 • w n i i n n n dft •• - - .WEET NUMBER.• �Z. Johnson, Kunkel & Associates, Inc. s i i I m 00 Q O N 171 'S - 0 I: fo CL Cn C . fo i LL W W J [ Q { V J N N U) 4--J .. ice. un C fu V J O fo N J d d Ln C) C7 fu w Ln U L 1� C3 O C11 SYMBOL LE6END TYPE DESCRIPTION HOOD STUD BEARING WALL BELOW 1111111 COLUMN DOWN OR UP AND DOWN ❑ COLUMN UP FROM ABOVE © 5HEAR14ALL - SEE SHEAR WALL SCHEDULE CONNECTION TYPE. RE: 51.1 FOR DETAILS STEP IN CONCRETE FOUNDATION WALL r STEP IN FLOOR FRAMING HOOD STUD BEARING WALL ABOVE /H, .. . .+lir fi► jri i .•r .;Il' : ii••.(R iT4.. iii .. •.LIf I .�... ♦ �. 7�i� i:iv+ KII' i:iir• �oi[II " /1, 1 • .� .j1('�ii• wr '[N iii. •� . s i�r r iir • IIII III In! M i • X 16 p p0 FLAN NOTES 1. FLOOR SHEATHING 15 5/4" TONGUE AND GROOVE APA RATED 5TURD1- FLOOR, EXPOSURE 1, RATING 24" ox,. 2. ALL FLOOR JOI5T5 ARE: 501 11 - 7/8" 5000 SERIES, SPACED AT 16" ox- TO A MAX. SPAN OF 12' -6 ", TYPICAL, UNLESS NOTED OTHERWISE. ALTERNATIVES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 5. EXTERIOR DECK JOISTS ARE: SLOPING 501 II 1/8" b0 SERIES, SPACED AT 16" ox- W/ 4" STONE PAVERS AND &ROUT ON PLYWOOD, TYPICAL, UNLESS NOTED OTHERWISE. 4. LOW ROOF JOISTS ARE: BCI 11 - f /8" 5000 SERIES SPACED AT 24" o.c. TO A MAX. SPAN OF 6 -0" OR MANUFACTURERED ROOF TRUSSES SPACED AT 24" ox-, TYPICAL, UNLESS NOTED OTHERWISE. 5. 51MP50N H5 HURRICANE TIES SHALL BE INSTALLED AT ALL RAFTERS AND /OR TRUSSES AND LOOKOUTS AT EXTERIOR WALL BEARING LOCATIONS. 6. INTERIOR STRUCTURAL COLUMNS SHALL BE (5) -2x6 MINIMUM. FOR HEADERS THAT DON'T CONFORM TO NOTE #15, THE (5) -2x6 COLUMN INCLUDES (I) -2x6 KING STUD. "LVL" INDICATES: LAMINATED VENEER LUMBER BEAM AS MANUFACTURED BY 5015E CASCADE CORPORATION. ALTERNATIVES SHALL HAVE THE SAME OR GREATER CAPACITIES AS THOSE LISTED IN THE "STRUCTURAL GENERAL NOTES ". 8. (XXX` -XX ") INDICATES TOP OF BEAM ELEVATION. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). a. ALL EXTERIOR WALL5 SHALL BE CONSTRUCTED OF 2x6 STUD5 SPACED AT 160 ox-, TYPICAL, UNLESS NOTED OTHERWISE. ALL WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 10. STUDS LONGER THAN I6 -0" SHALL BE REPLACED WITH V "x5Ys" VERSA STUDS AS MANUFACTURED BY 5015E CASCADE CORPORATION. 11. RE: ARCHITECTURAL DRAWIN05 FOR SIZE AND LOCATION OF ROUGH OPENIN65 IN WOOD STUD WALLS. 12. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. T.O. PAVERS STONE VENEER ABOVE ROOF H55 4X4X5/8 COLUMN RE: ARCHITECTURAL DRAHIN65 FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. EXTERIOR HEADERS: V -6" AND LONGER SHALL BE (5) -2x12 W/ (2) - 2x6 TRIMMER AND (I) -2x6 KING STUD. HEADER-1 AND SHORTER SHALL BE (5) -2x10 H/ (I) -2x6 TRIMMERS AND (I) -2x6 KIN& STUD, UNLESS NOTED OTHERWISE. HEADERS SHALL BE BUILT OUT TO WALL WIDTH BY ADDING PLYWOOD OR 055 SPACERS AS REOUIRFD. 14. MINIMUM SUPPORT AT 6x AND LARGER BEAMS SHALL BE A (4) -2x6 COLUMN. 15. EXTERIOR DECK LED &ER SHALL BE (2) -2x12, FLUSH LED &ER W/ (2) -5/8" 0 THRU BOLTS ® 1' -4" ox.. 16. ALL LEDGERS SHALL BE (2) -2x12, &LUED AND NAILED, DROPPED LED&ERS K/ (2) -5/4" -P x,5" EXP. ANCHORS a 1' -6 ox (I) -2x12 A&AINST CONCRETE 15 REQUIRED TO BE TREATED, UNLE55 NOTED OTHER14I5E. LED&ERS SHALL BE BUILT OUT TO FURRING WALL HIDTH BY ADDIN& PLYWOOD OR 055 SPACERS AS REWIRED. - BEAM POCKET WATER p W/ 5 112ei PAVERS ON GROUT ( ON FLAT 111/8 BCI 5000 024 " O.C) PROVIDE (8 } -I/2" EXP ANCHOR VERT AT WALL END COL. CANT. (4) -2x6 COL UP H55 4X4Xi/4 COL. DN H55 4X4X518 COLUMN 5Y4 "x5Y2" LVL CORNER COLUMN UP 2001 n • n ♦ � w n r w n n n n n � n n � n N 0 r M 0 r ..'" 0 1 1111111 1111111 r •rr �, •�r n • n ♦ � w n r w n n n n n � n n � 9 y + 1 i # A n n n N 0 r M 0 r ..'" 0 1 1111111 1111111 9 y + 1 i # A n n fi�r: i i ! iRFt• i i l " WEET NUMBER.• S2.2 r� 1 1111111 fi�r: i i ! iRFt• i i l " WEET NUMBER.• S2.2 r� • • • • ra rr • ti rt • • • • ARE SPACED AT 2 1 OR 5 o4. NOTES: 1. NAILS SHALL BE GUN NAILS OR COMMON GALVANIZED BOX. NAIL HEADS ARE NOT TO PENETRATE SHEATHING. 2. BLOCK ALL PANEL r 5. 5HEATHINC7 JOINT AND SILL PLATE NAILING SHALL BE STAGGERED. 4. NO MORE THAN (2) ROWS OF ED GE NAILING ALLOHEV AT ANY ONE STUD. 5. PROVIDE STANDARD DIAMETER PLATE HA5HER5 AT ALL SILL PLATE ANCHOR BOLTS. 6. LAG BOLTS 5HAI L NOT BE SUBSTITUTED FOR THRU-BOLTS IN HOOD FRAMING. 7. MARKOARE STANDARD ANCHOR, BOLTS INSTALLED IN CONCRETE AT THE BOTTOM OF SHORN HALL. INSTALL (2) -AB HITHIN 1'-0" OF HALL ENV5. lo`l R4 Y v P>�G 55 k p �'� g��� G pL• 6 o\ oV C o ' 3) " 7 ' :2 4 B ET 1/4 = 11-011 PLAN NOTES: 1. FLOOR SHEATHING 15 5/4" TONGUE AND GROOVE APA RATED 5TURVI-FLOOR, EXPOSURE 1, RATING 24" o.c.. 2. ALL FLOOR -1015TIF7 ARE: E301 II 7/8" 5000 SERIES, SPACED AT 16" ox.. TO A MAX. SPAN OF IZ-b", TYPICAL, UNLESS NOTED OTHERWISE. ALTERNATIVE55HALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 5. EXTERIOR DECK JOISTS ARE: SLOPING 501 11 VeO 5000 5ERIF:5, 5FACED AT 16" o.a. K/ 4" STONE PAVERS AND .GROUT ON PLYWOOD, TYPICAL, UNLESS NOTED OTHERWISE. 4. LON ROOF JOISTS ARE: 1501 11 *7/&" 5000 SERIES SPACED AT 24" ox.. TO A MAX. SPAN OF &'-0" OR MANUFACTURERI ROOF TRUSSES SPACED AT 24" ox-, TYPICAL, UNLE55 NOTED OTHERWISE. 5. ALL LADDER FRAMING 5HALL BE E301 II 7/8" 50005ERIE5 5PAGEv AT 24" ox'., TYPICAL, UNLESS NOTED OTHE"15F. (o. SIMPSON H5 HURRICANE TIES SHALL BE INSTALLED AT ALL RAFTERS AND/OR TRU55E5 AND LOOKOUTS AT EXTERIOR HALL BEARING LOCATIONS. 1. INTERIOR STRUCTURAL COLUMNS SHALL BE (5)-2xb MINIMUM. FOR HEADERS THAT DON'T CONFORM To NOTE #14, THE (5)-2x6 COLUMN INCLUDES (I)-2x6 KING STUD AND (2)-2xb TRIMMERS. e>. "LVL" INDICATES: LAMINATED VENEER LUMBER BEAM AS MANUFACTURED BY 5015E CA50APE CORPORATION. ALTERNATIVES SHALL HAVE THE SAME OR GREATER CAPACITIES AS THOSE L15TED IN THE "STRUCTURAL GENERAL NOTES". ct. (xxxl-xx") INDICATES Top OF BE ELEVATION. HOOD BEAMS, EXCEPT HEADERS, ARE FLUSH HITH FLOOR JOISTS UNLESS NOTED (DROPPED). 10. ALL EXTERIOR HALLS SHALL BE CONSTRUCTED OF 2xb 5TUD5 SPACED AT 16" O.c., TYPICAL, UNLE55 NOTED OTHERWISE. ALL k4ALL5 SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). o - 7 6?1_1 C\ < W OL 5 L @ COL - \y 15 IkP51 PROVIDE F53- ROP OF SIMPSON SSNIO OR NIOHD& NAILS, 12 oz. FL'i' TO 2x , )-2x& 01 @ (0 COL UP -5x8 COLUMN v: (5)-5/4 AN HR' BOLTS 0NcPTN) awls i� 4 R am= �Z-Vivirlogn (5)-:2x& COL. OF H55 4X COL. 1:�l SHEAR HALL eLP4. F4 \ COL. &XI2 7 x 5 1/2" LVL COL. CRUMN 9 K/ 0005 1:21 t -: 11 L 711 X LVL 5 . 71 1.0 CORNER COLUMN K/ SIMP50N 0005- e6D523 ONOTN TO HDR fill OEM 5Y4 � - x 5)/ " L CORNER COLUMN CURVING L' 5 Y4"xr 7 Y:2" LVL CORNER COLUMN I& I 7 H55 6x4x5/8 COLUMN ORVN6 ROOF LADDER FRAMING 11. STUDS LONGER THAN I6' -O" SHALL BE REPLACE KITH 0�"x VERSA STUDS AS MANUFACTURED 5`7' 5015E CASCADE CORPORAT N. 12. RE: ARCHITECTURAL DRANIN65 FOR SIZE AND LO ATIO OF ROUGH OF IN 1 ROOF 7RU55 N07F-S:- HOOD STUD NALL5. I. MANUFACTURED ROOF TRU55 LOADS: • TOP CHORD LIVE LOAD: 85 psf (> 4:12) OR 100 psf (4:12 4 LONER,) 15. RE: ARCHITECTURAL DRAHIN05 FOR HANDRAIL AND TAIR FRAMING DETAILS. • TOP CHORD DEAD LOAD: 10 PSf • 50TTOM CHORD VPAV LOAD: 10 Psf 14. EXTERIOR HEADERS: 5'-6" AND LONGER SHALL BE (5)-2x12 K/ (2)-2xb TRIMMERS 0 WIND LOAD: RE, GENERAL NOTES, SHEET 51.1 AND (I)-2x6 KING STUD. HEADERS 5'-5" AND SHORTER SHALL BE (5)-2xI0 K/ (I)-2x6 TRIMMERS AND (I)-2xb KING STUD, UNLESS NOTED OTHERWISE. HEAVERS SHALL BE 2. MANUFACTURER SHALL SUPPLY SHOP DRAk4INC-5 TO BE REVIENED 5Y ARCHITECT, BUILT OUT TO HALL V41DTH BY ADDING PLYWOOD OR 055 SPACERS AS REQUIRED, CONTRACTOR AND ENGINEER. 15. MINIMUM 5UFFORT AT bx AND LARGER BEAMS SHALL BE A (4)-2x6 COLUMN. 5. MANUFACTURER SHALL BE RESPONSIBLE FOR 5UPPLYIN6 THE FOLLOPilNe ITEMS: • ENGINEERING OF ALL TRU55E5 AND CONNECTIONS 5HOP414 ON SUBMITTED SHOP 16. EXTERIOR DECK LEDGER SHALL BE (2)-2x12, FLUSH I-r-D63EIR, K/ (2)-5/8' -P THRU r,>PA4,4IN&S. • DE-516N AND SUPPLY OF ALL TRUSS BEARING CONNECTIONS. BOLTS a 1'-4" o.c,. 0 PLACING OF TRUSSES TO ACCOMMODATE MECHANICAL EQUIPMENT NITHOUT CUTTING OF TRU55E5. I'l. ALL LEDGERS SHALL BE (2)-2x12, GLUED AND NAILED, DROPPED LEr'>c-ZR.S K/ (2)-5/4" 0 x a" EXP. ANCHORS a 1'-6" o.c.. (I)-2x12 A6AIN5T CONCRETE 15 REQUIRED 4. TRU55 SUPPLIER TO CONFIRM ROOF, CEILINOSLOPE5 AND CONFIGURATION PqITH TO BE TREATED, UNLE55 NOTED OTHERWISE. LEDOER55HALL BE BUILT OUT TO ARCHITECTURAL DRAWINGS PRIOR TO FABRICATION. FURRING HALL WIDTH BY ADDING PLYWOOD OR 0555FACER5 AS REWIRED. I" x 5 1/2" LVL COL. N/ CIC,05 > j 10 H55 4X4XI/4 CotZ VN ` * ' T L'. all 11% Ox26 (1261-25/411) m ill I - NOW 'R f" COL. UP HSS 4X4XI/4 M-! M OA NO 4 mt, LVL COL. UP ................ 0 ly 2001 10 (3 To V- Ppainvisiol P.O. BOX 409 5 1/2"-4" 5LOPIN& 1286 CHAMBERS AVE. PAVERS ON FLAT I I lle>" suite #200 \-F> 1/4"x5 1/211 Bol 5000 a 24" ox.. EAGLE. CO 81631 LVL COL. UP PHONE: (970) 328-6368 CANT, tj@ FAX- (970) $28-1035 WWW.JKANDA.COM PROVIDE DIA. EXP ANCHORS VERT AT HALL END COL. fi FULL 2x& 'o I HALL PROVIDE BEAM POCKET IF REO'D (4)-:2x(o COLUMN (2)-2x6 a 16" O.r'. STUD HALL 15LH LVL's � '6 1 ( 14 (4)-2x6 55 7 COLUMN (2)-2x6 16" o.r-. to STUD WALL 5LV4 LVL's (4)-2x(o COLUMN STONE VENEER BELOW ROOF r (4)-:2x& COLUMN 09 IRE �I� dft • • as ow 40 as 1 11 SHEET NUMB&?. ID Z. i WI 0 SY'MWL LEGEND TYPE D DESCRIPTION V400D STUD BEARING WALL BELOW COLUMN r,>OkqN OR UP AND VOPsIN COLUMN UP FROM ABOVE RI 5 5HEARAALL - SEE SHEAR WALL SCHEDULE CONNECTION TYPE. RE: 51.1 FOR DETAILS STEP IN CONCRETE FOUNDATION WALL STEP IN FLOOR FRAMING WOOD STUD BEARING WALL ABOVE SHEAR HALL SCHEDULE H HOLDONN SCHEDULE MAR SCATHINS W Wft NAII. AMICA" AWfM WL*M IN 4 MARK H 40 OF BMT N NOMINAL IvIc4ot" s sex"11 f*ACa 0owlitm M HsOlwWa= I 1 SIZE 1/2" 1 1041 0 6 "o c. 151M 1/2" 0 o 24"o.a. ( (2) -AB 5 5/5" (P W WA 1/2" 1 10d 0 4#o4. I SIDE 1/2K 4� a 14"o.o. 1 1-102A 5 5/8 41 ( (5)-:2x 1/2" I IOCI 0 5"0 151m 1/2 cp a 12"ox'. H HV5A 5 5/8 41 ( (5)-2x I/2m 1 10d 0 2",;X,. 1 SIDE 5/,D"4> 0 12 "o c. H HVbA 7 7 1e00 ( (5)-2x bb 1/2 2 2 SIDES rp/W 0 0 12"o.o. H HVSA 7 718" 1p ( (5)-2x 1/2" l lod o 4"ox- 2 SIDES 5/4" o 12"oc. 1 10 H HVIOA 7 718" 0 ( (5)-2x a. FRAMINC, AT ADJOININS PANEL EDGES SHALL BE 5" NOMINAL I IQ H H014A 1 1114) OR WIDER AND NAILS SHALL BE STA66ERW WHERE NAILS 1 o4. NOTES: 1. NAILS SHALL BE GUN NAILS OR COMMON GALVANIZED BOX. NAIL HEADS ARE NOT TO PENETRATE SHEATHING. 2. BLOCK ALL PANEL r 5. 5HEATHINC7 JOINT AND SILL PLATE NAILING SHALL BE STAGGERED. 4. NO MORE THAN (2) ROWS OF ED GE NAILING ALLOHEV AT ANY ONE STUD. 5. PROVIDE STANDARD DIAMETER PLATE HA5HER5 AT ALL SILL PLATE ANCHOR BOLTS. 6. LAG BOLTS 5HAI L NOT BE SUBSTITUTED FOR THRU-BOLTS IN HOOD FRAMING. 7. MARKOARE STANDARD ANCHOR, BOLTS INSTALLED IN CONCRETE AT THE BOTTOM OF SHORN HALL. INSTALL (2) -AB HITHIN 1'-0" OF HALL ENV5. lo`l R4 Y v P>�G 55 k p �'� g��� G pL• 6 o\ oV C o ' 3) " 7 ' :2 4 B ET 1/4 = 11-011 PLAN NOTES: 1. FLOOR SHEATHING 15 5/4" TONGUE AND GROOVE APA RATED 5TURVI-FLOOR, EXPOSURE 1, RATING 24" o.c.. 2. ALL FLOOR -1015TIF7 ARE: E301 II 7/8" 5000 SERIES, SPACED AT 16" ox.. TO A MAX. SPAN OF IZ-b", TYPICAL, UNLESS NOTED OTHERWISE. ALTERNATIVE55HALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 5. EXTERIOR DECK JOISTS ARE: SLOPING 501 11 VeO 5000 5ERIF:5, 5FACED AT 16" o.a. K/ 4" STONE PAVERS AND .GROUT ON PLYWOOD, TYPICAL, UNLESS NOTED OTHERWISE. 4. LON ROOF JOISTS ARE: 1501 11 *7/&" 5000 SERIES SPACED AT 24" ox.. TO A MAX. SPAN OF &'-0" OR MANUFACTURERI ROOF TRUSSES SPACED AT 24" ox-, TYPICAL, UNLE55 NOTED OTHERWISE. 5. ALL LADDER FRAMING 5HALL BE E301 II 7/8" 50005ERIE5 5PAGEv AT 24" ox'., TYPICAL, UNLESS NOTED OTHE"15F. (o. SIMPSON H5 HURRICANE TIES SHALL BE INSTALLED AT ALL RAFTERS AND/OR TRU55E5 AND LOOKOUTS AT EXTERIOR HALL BEARING LOCATIONS. 1. INTERIOR STRUCTURAL COLUMNS SHALL BE (5)-2xb MINIMUM. FOR HEADERS THAT DON'T CONFORM To NOTE #14, THE (5)-2x6 COLUMN INCLUDES (I)-2x6 KING STUD AND (2)-2xb TRIMMERS. e>. "LVL" INDICATES: LAMINATED VENEER LUMBER BEAM AS MANUFACTURED BY 5015E CA50APE CORPORATION. ALTERNATIVES SHALL HAVE THE SAME OR GREATER CAPACITIES AS THOSE L15TED IN THE "STRUCTURAL GENERAL NOTES". ct. (xxxl-xx") INDICATES Top OF BE ELEVATION. HOOD BEAMS, EXCEPT HEADERS, ARE FLUSH HITH FLOOR JOISTS UNLESS NOTED (DROPPED). 10. ALL EXTERIOR HALLS SHALL BE CONSTRUCTED OF 2xb 5TUD5 SPACED AT 16" O.c., TYPICAL, UNLE55 NOTED OTHERWISE. ALL k4ALL5 SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). o - 7 6?1_1 C\ < W OL 5 L @ COL - \y 15 IkP51 PROVIDE F53- ROP OF SIMPSON SSNIO OR NIOHD& NAILS, 12 oz. FL'i' TO 2x , )-2x& 01 @ (0 COL UP -5x8 COLUMN v: (5)-5/4 AN HR' BOLTS 0NcPTN) awls i� 4 R am= �Z-Vivirlogn (5)-:2x& COL. OF H55 4X COL. 1:�l SHEAR HALL eLP4. F4 \ COL. &XI2 7 x 5 1/2" LVL COL. CRUMN 9 K/ 0005 1:21 t -: 11 L 711 X LVL 5 . 71 1.0 CORNER COLUMN K/ SIMP50N 0005- e6D523 ONOTN TO HDR fill OEM 5Y4 � - x 5)/ " L CORNER COLUMN CURVING L' 5 Y4"xr 7 Y:2" LVL CORNER COLUMN I& I 7 H55 6x4x5/8 COLUMN ORVN6 ROOF LADDER FRAMING 11. STUDS LONGER THAN I6' -O" SHALL BE REPLACE KITH 0�"x VERSA STUDS AS MANUFACTURED 5`7' 5015E CASCADE CORPORAT N. 12. RE: ARCHITECTURAL DRANIN65 FOR SIZE AND LO ATIO OF ROUGH OF IN 1 ROOF 7RU55 N07F-S:- HOOD STUD NALL5. I. MANUFACTURED ROOF TRU55 LOADS: • TOP CHORD LIVE LOAD: 85 psf (> 4:12) OR 100 psf (4:12 4 LONER,) 15. RE: ARCHITECTURAL DRAHIN05 FOR HANDRAIL AND TAIR FRAMING DETAILS. • TOP CHORD DEAD LOAD: 10 PSf • 50TTOM CHORD VPAV LOAD: 10 Psf 14. EXTERIOR HEADERS: 5'-6" AND LONGER SHALL BE (5)-2x12 K/ (2)-2xb TRIMMERS 0 WIND LOAD: RE, GENERAL NOTES, SHEET 51.1 AND (I)-2x6 KING STUD. HEADERS 5'-5" AND SHORTER SHALL BE (5)-2xI0 K/ (I)-2x6 TRIMMERS AND (I)-2xb KING STUD, UNLESS NOTED OTHERWISE. HEAVERS SHALL BE 2. MANUFACTURER SHALL SUPPLY SHOP DRAk4INC-5 TO BE REVIENED 5Y ARCHITECT, BUILT OUT TO HALL V41DTH BY ADDING PLYWOOD OR 055 SPACERS AS REQUIRED, CONTRACTOR AND ENGINEER. 15. MINIMUM 5UFFORT AT bx AND LARGER BEAMS SHALL BE A (4)-2x6 COLUMN. 5. MANUFACTURER SHALL BE RESPONSIBLE FOR 5UPPLYIN6 THE FOLLOPilNe ITEMS: • ENGINEERING OF ALL TRU55E5 AND CONNECTIONS 5HOP414 ON SUBMITTED SHOP 16. EXTERIOR DECK LEDGER SHALL BE (2)-2x12, FLUSH I-r-D63EIR, K/ (2)-5/8' -P THRU r,>PA4,4IN&S. • DE-516N AND SUPPLY OF ALL TRUSS BEARING CONNECTIONS. BOLTS a 1'-4" o.c,. 0 PLACING OF TRUSSES TO ACCOMMODATE MECHANICAL EQUIPMENT NITHOUT CUTTING OF TRU55E5. I'l. ALL LEDGERS SHALL BE (2)-2x12, GLUED AND NAILED, DROPPED LEr'>c-ZR.S K/ (2)-5/4" 0 x a" EXP. ANCHORS a 1'-6" o.c.. (I)-2x12 A6AIN5T CONCRETE 15 REQUIRED 4. TRU55 SUPPLIER TO CONFIRM ROOF, CEILINOSLOPE5 AND CONFIGURATION PqITH TO BE TREATED, UNLE55 NOTED OTHERWISE. LEDOER55HALL BE BUILT OUT TO ARCHITECTURAL DRAWINGS PRIOR TO FABRICATION. FURRING HALL WIDTH BY ADDING PLYWOOD OR 0555FACER5 AS REWIRED. I" x 5 1/2" LVL COL. N/ CIC,05 > j 10 H55 4X4XI/4 CotZ VN ` * ' T L'. all 11% Ox26 (1261-25/411) m ill I - NOW 'R f" COL. UP HSS 4X4XI/4 M-! M OA NO 4 mt, LVL COL. UP ................ 0 ly 2001 10 (3 To V- Ppainvisiol P.O. BOX 409 5 1/2"-4" 5LOPIN& 1286 CHAMBERS AVE. PAVERS ON FLAT I I lle>" suite #200 \-F> 1/4"x5 1/211 Bol 5000 a 24" ox.. EAGLE. CO 81631 LVL COL. UP PHONE: (970) 328-6368 CANT, tj@ FAX- (970) $28-1035 WWW.JKANDA.COM PROVIDE DIA. EXP ANCHORS VERT AT HALL END COL. fi FULL 2x& 'o I HALL PROVIDE BEAM POCKET IF REO'D (4)-:2x(o COLUMN (2)-2x6 a 16" O.r'. STUD HALL 15LH LVL's � '6 1 ( 14 (4)-2x6 55 7 COLUMN (2)-2x6 16" o.r-. to STUD WALL 5LV4 LVL's (4)-2x(o COLUMN STONE VENEER BELOW ROOF r (4)-:2x& COLUMN 09 IRE �I� dft • • as ow 40 as 1 11 SHEET NUMB&?. ID Z. i WI 0 o\ oV C o ' 3) " 7 ' :2 4 B ET 1/4 = 11-011 PLAN NOTES: 1. FLOOR SHEATHING 15 5/4" TONGUE AND GROOVE APA RATED 5TURVI-FLOOR, EXPOSURE 1, RATING 24" o.c.. 2. ALL FLOOR -1015TIF7 ARE: E301 II 7/8" 5000 SERIES, SPACED AT 16" ox.. TO A MAX. SPAN OF IZ-b", TYPICAL, UNLESS NOTED OTHERWISE. ALTERNATIVE55HALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. 5. EXTERIOR DECK JOISTS ARE: SLOPING 501 11 VeO 5000 5ERIF:5, 5FACED AT 16" o.a. K/ 4" STONE PAVERS AND .GROUT ON PLYWOOD, TYPICAL, UNLESS NOTED OTHERWISE. 4. LON ROOF JOISTS ARE: 1501 11 *7/&" 5000 SERIES SPACED AT 24" ox.. TO A MAX. SPAN OF &'-0" OR MANUFACTURERI ROOF TRUSSES SPACED AT 24" ox-, TYPICAL, UNLE55 NOTED OTHERWISE. 5. ALL LADDER FRAMING 5HALL BE E301 II 7/8" 50005ERIE5 5PAGEv AT 24" ox'., TYPICAL, UNLESS NOTED OTHE"15F. (o. SIMPSON H5 HURRICANE TIES SHALL BE INSTALLED AT ALL RAFTERS AND/OR TRU55E5 AND LOOKOUTS AT EXTERIOR HALL BEARING LOCATIONS. 1. INTERIOR STRUCTURAL COLUMNS SHALL BE (5)-2xb MINIMUM. FOR HEADERS THAT DON'T CONFORM To NOTE #14, THE (5)-2x6 COLUMN INCLUDES (I)-2x6 KING STUD AND (2)-2xb TRIMMERS. e>. "LVL" INDICATES: LAMINATED VENEER LUMBER BEAM AS MANUFACTURED BY 5015E CA50APE CORPORATION. ALTERNATIVES SHALL HAVE THE SAME OR GREATER CAPACITIES AS THOSE L15TED IN THE "STRUCTURAL GENERAL NOTES". ct. (xxxl-xx") INDICATES Top OF BE ELEVATION. HOOD BEAMS, EXCEPT HEADERS, ARE FLUSH HITH FLOOR JOISTS UNLESS NOTED (DROPPED). 10. ALL EXTERIOR HALLS SHALL BE CONSTRUCTED OF 2xb 5TUD5 SPACED AT 16" O.c., TYPICAL, UNLE55 NOTED OTHERWISE. ALL k4ALL5 SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). o - 7 6?1_1 C\ < W OL 5 L @ COL - \y 15 IkP51 PROVIDE F53- ROP OF SIMPSON SSNIO OR NIOHD& NAILS, 12 oz. FL'i' TO 2x , )-2x& 01 @ (0 COL UP -5x8 COLUMN v: (5)-5/4 AN HR' BOLTS 0NcPTN) awls i� 4 R am= �Z-Vivirlogn (5)-:2x& COL. OF H55 4X COL. 1:�l SHEAR HALL eLP4. F4 \ COL. &XI2 7 x 5 1/2" LVL COL. CRUMN 9 K/ 0005 1:21 t -: 11 L 711 X LVL 5 . 71 1.0 CORNER COLUMN K/ SIMP50N 0005- e6D523 ONOTN TO HDR fill OEM 5Y4 � - x 5)/ " L CORNER COLUMN CURVING L' 5 Y4"xr 7 Y:2" LVL CORNER COLUMN I& I 7 H55 6x4x5/8 COLUMN ORVN6 ROOF LADDER FRAMING 11. STUDS LONGER THAN I6' -O" SHALL BE REPLACE KITH 0�"x VERSA STUDS AS MANUFACTURED 5`7' 5015E CASCADE CORPORAT N. 12. RE: ARCHITECTURAL DRANIN65 FOR SIZE AND LO ATIO OF ROUGH OF IN 1 ROOF 7RU55 N07F-S:- HOOD STUD NALL5. I. MANUFACTURED ROOF TRU55 LOADS: • TOP CHORD LIVE LOAD: 85 psf (> 4:12) OR 100 psf (4:12 4 LONER,) 15. RE: ARCHITECTURAL DRAHIN05 FOR HANDRAIL AND TAIR FRAMING DETAILS. • TOP CHORD DEAD LOAD: 10 PSf • 50TTOM CHORD VPAV LOAD: 10 Psf 14. EXTERIOR HEADERS: 5'-6" AND LONGER SHALL BE (5)-2x12 K/ (2)-2xb TRIMMERS 0 WIND LOAD: RE, GENERAL NOTES, SHEET 51.1 AND (I)-2x6 KING STUD. HEADERS 5'-5" AND SHORTER SHALL BE (5)-2xI0 K/ (I)-2x6 TRIMMERS AND (I)-2xb KING STUD, UNLESS NOTED OTHERWISE. HEAVERS SHALL BE 2. MANUFACTURER SHALL SUPPLY SHOP DRAk4INC-5 TO BE REVIENED 5Y ARCHITECT, BUILT OUT TO HALL V41DTH BY ADDING PLYWOOD OR 055 SPACERS AS REQUIRED, CONTRACTOR AND ENGINEER. 15. MINIMUM 5UFFORT AT bx AND LARGER BEAMS SHALL BE A (4)-2x6 COLUMN. 5. MANUFACTURER SHALL BE RESPONSIBLE FOR 5UPPLYIN6 THE FOLLOPilNe ITEMS: • ENGINEERING OF ALL TRU55E5 AND CONNECTIONS 5HOP414 ON SUBMITTED SHOP 16. EXTERIOR DECK LEDGER SHALL BE (2)-2x12, FLUSH I-r-D63EIR, K/ (2)-5/8' -P THRU r,>PA4,4IN&S. • DE-516N AND SUPPLY OF ALL TRUSS BEARING CONNECTIONS. BOLTS a 1'-4" o.c,. 0 PLACING OF TRUSSES TO ACCOMMODATE MECHANICAL EQUIPMENT NITHOUT CUTTING OF TRU55E5. I'l. ALL LEDGERS SHALL BE (2)-2x12, GLUED AND NAILED, DROPPED LEr'>c-ZR.S K/ (2)-5/4" 0 x a" EXP. ANCHORS a 1'-6" o.c.. (I)-2x12 A6AIN5T CONCRETE 15 REQUIRED 4. TRU55 SUPPLIER TO CONFIRM ROOF, CEILINOSLOPE5 AND CONFIGURATION PqITH TO BE TREATED, UNLE55 NOTED OTHERWISE. LEDOER55HALL BE BUILT OUT TO ARCHITECTURAL DRAWINGS PRIOR TO FABRICATION. FURRING HALL WIDTH BY ADDING PLYWOOD OR 0555FACER5 AS REWIRED. I" x 5 1/2" LVL COL. N/ CIC,05 > j 10 H55 4X4XI/4 CotZ VN ` * ' T L'. all 11% Ox26 (1261-25/411) m ill I - NOW 'R f" COL. UP HSS 4X4XI/4 M-! M OA NO 4 mt, LVL COL. UP ................ 0 ly 2001 10 (3 To V- Ppainvisiol P.O. BOX 409 5 1/2"-4" 5LOPIN& 1286 CHAMBERS AVE. PAVERS ON FLAT I I lle>" suite #200 \-F> 1/4"x5 1/211 Bol 5000 a 24" ox.. EAGLE. CO 81631 LVL COL. UP PHONE: (970) 328-6368 CANT, tj@ FAX- (970) $28-1035 WWW.JKANDA.COM PROVIDE DIA. EXP ANCHORS VERT AT HALL END COL. fi FULL 2x& 'o I HALL PROVIDE BEAM POCKET IF REO'D (4)-:2x(o COLUMN (2)-2x6 a 16" O.r'. STUD HALL 15LH LVL's � '6 1 ( 14 (4)-2x6 55 7 COLUMN (2)-2x6 16" o.r-. to STUD WALL 5LV4 LVL's (4)-2x(o COLUMN STONE VENEER BELOW ROOF r (4)-:2x& COLUMN 09 IRE �I� dft • • as ow 40 as 1 11 SHEET NUMB&?. ID Z. i WI 0 M-! M OA NO 4 mt, LVL COL. UP ................ 0 ly 2001 10 (3 To V- Ppainvisiol P.O. BOX 409 5 1/2"-4" 5LOPIN& 1286 CHAMBERS AVE. PAVERS ON FLAT I I lle>" suite #200 \-F> 1/4"x5 1/211 Bol 5000 a 24" ox.. EAGLE. CO 81631 LVL COL. UP PHONE: (970) 328-6368 CANT, tj@ FAX- (970) $28-1035 WWW.JKANDA.COM PROVIDE DIA. EXP ANCHORS VERT AT HALL END COL. fi FULL 2x& 'o I HALL PROVIDE BEAM POCKET IF REO'D (4)-:2x(o COLUMN (2)-2x6 a 16" O.r'. STUD HALL 15LH LVL's � '6 1 ( 14 (4)-2x6 55 7 COLUMN (2)-2x6 16" o.r-. to STUD WALL 5LV4 LVL's (4)-2x(o COLUMN STONE VENEER BELOW ROOF r (4)-:2x& COLUMN 09 IRE �I� dft • • as ow 40 as 1 11 SHEET NUMB&?. ID Z. i WI 0 PROVIDE DIA. EXP ANCHORS VERT AT HALL END COL. fi FULL 2x& 'o I HALL PROVIDE BEAM POCKET IF REO'D (4)-:2x(o COLUMN (2)-2x6 a 16" O.r'. STUD HALL 15LH LVL's � '6 1 ( 14 (4)-2x6 55 7 COLUMN (2)-2x6 16" o.r-. to STUD WALL 5LV4 LVL's (4)-2x(o COLUMN STONE VENEER BELOW ROOF r (4)-:2x& COLUMN 09 IRE �I� dft • • as ow 40 as 1 11 SHEET NUMB&?. ID Z. i WI 0 1 11 SHEET NUMB&?. ID Z. i WI 0 SYMBOL LE6END TYPE DESCRIPTION @ HOOD STUD BEARING HALL BELOW COLUMN DOHN OR UP AND DOHN ❑ COLUMN UP FROM ABOVE F SHEAR34ALL - SEE SHEAR HALL SCHEDULE G) CONNECTION TYPE. RE: 51.1 FOR DETAILS @ STEP IN CONCRETE FOUNDATION HALL @ STEP IN FLOOR FRAMING . HOOD STUD BEARIN6 HALL ABOVE 1z Johnson, Kunkel V1111... � ,& Associates, In% LAND SURVEYING CIVEL ENGINEERIN STRUC EN 1 1 G m • • =1 ar ar • • • • CONNECTION 5CHEDULF 5IMP5ON A55 @ 8x8 COL. BASE PL.. 5/8 'x9"x9" Pq/ (4)-142" 0 x V' EXP. ANCHORS N/ 8x8 COL. KNIFE PL.: 5/8 "x4"xI2" 5TL. KNIFE FL. N1 (2) -5/4" (P THRU-5OLT5 - FIN15H PER ARCH I2xI2 COL. BASE PL.. 5/8 "xI2"xI2" v41 (4)-1/2" 0 x a" EXP. ANCHORS H/ 12x12 COL. KNIFE PL.: 5/8 "x4"xI2" 5TL. KNIFE FL. W (2) -5/4" (P THRU -BOLTS - FINISH PER ARCH r SIMP50N MIU:2.5 @ SIMPSON ITT:2.06/11.e8 (T AT LADDER FRAMING) (�) SIMPSON MIT411.88 OR 5IMP50N NPI411.88 -:2 **f---O** OR CUSTOM 1" HIDE HANGER @ 5IMP50N MIT4. OR SIMP50N MIT4.118 OR SIMPSON MIT414 OR 5IMP50N MIT416 @ SIMPSON H5 (D NOT USED 5IMP50N ITT3511.58 (:2)-1/:2" (P x 6" OR a" OR 10" LAG BOLTS (2)-I-4x4x5/8 N1 (5)-5/4" <0 THRU BOLTS EACH LEO - 5" MIN SPACING SIMPSON A54 AT 1 (T* AT SHRK 5IMP50N L55UI:2.06 K/ HE5 5TFFNR5 (5LOPINO 4 5KEHEV OR 5KENEP) **f--OPDR** @ 5IMP50N LSSU410 (SKEWED) ** PRE-ORDER ** OR SIMPSON HHU5.5/11.55 INVERTED 5 5IMP50N 1-55UI55 *** PRE -ORDER *** @ SIMP50N HU061:2 (MAX) *** PRE-ORDER (2) -5A8 x 12" x 4 1"STL SIDE PLATES H/ 518 ' STL BTM PLATE (BUCKET SADDLE) FIELD HELDED To To 5TL BEAM JoE5 W -V THRU BOLTS INTO BEVELED L\/L BEAM 5IMP50N LSSU:2.06 (51-OPINO) 11 e*4x3/a K/ THRU -BOLTS EA. LEO @ SIMPSON HOLTV5.511 (2) 5IMP50N HOLTV5311 Q@ FULL PENETRATION HELD PER SECTION OUT 5IMP50N M5TC66 SIMPSON MST040 (2)-L4x4x5/8 Pq/ Z-5/4" (P THRU 5OLT5 EACH LEO (3"' MIN 5FACNC-7)" VERT. STIFFENER (5ELOH BEAM). SECURE K/ (2)-y:2"(Px4" I-Ae 5CREH5 INTO 5M. 4 W- r-Xf--. ANCH. INTO CONCRETE m Ems • �yl FLAN NOTE:5: I. ROOF SHEATHING 15 518" PLYHOOD OR 055 APA RATED, EXPOSURE 1, RATINC 40/20. STAO &ER END JOINTS AND FASTEN ACCORDIN6 TO 2005 150 FASTENING SCHEDULE (TABLE 2504. 2. ALL ROOF JOISTS ARE: 501 111/5" 90 -2.0 SERIES SPACED AT 16" ox- TO A MAX. SPAN OF IT-O" AND 5 1/2" x 11 Ve>" L\/L's AT 16" oz. TO A MAX. SPAN OF 21'-0", UNLESS NOTED OTHERWISE. 5. MANUFACTURERED ROOF TRUSSES SHALL BE SPACED AT 24" ox,., TYPICAL, UNLESS NOTED OTHERWISE. 4. ALL LADDER FRAMING SHALL BE 501 1 1 "Ile>" 5000 SERIES SPACED AT 24" ox.., TYPICAL, UNLESS NOTED OTHERWISE. 5. 5IMP50N H5 HURRICANE TIES SHALL BE INSTALLED AT ALL RAFTERS AND/OR TRUSSES AND LOOKOUTS AT EXTERIOR HALL BEARING LOCATIONS. 6. ALL EXTERIOR HALLS SHALL BE CONSTRUCTED OF 2x6 STUDS SPACED AT 16" ox,., TYPICAL, UNLESS NOTED OTHERWISE - RE: EXTERIOR NALL CONSTRUCTION SECTION IN THE STRUCTURAL GENERAL NOTES, SHEET 51.1. ALL HALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR To FLOOR OR FLOOR TO ROOF (INCLUDING RAKE HALLS). STUDS LONGER THAN W-O" SHALL BE REPLACED HITH t 2 VERSA STUDS AS MANUFACTURED BY BOISE CASCADE CORPORATION. 1. EXTERIOR HEADERS: V AND LONGER SHALL BE (5) W W TRIMMERS AND (I)-2x6 KING STUD. HEADERS V-5" AND SHORTER SHALL BE (5)-2xI0 K/ (I)-2x6 TRIMMERS AND (I)-2x6 KING STUD, UNLESS NOTED OTHERWISE. HEADERS SHALL BE BUILT OUT TO HALL HIDTH BY ADVINO PLYNOOD OR 0555FACER5 AS REWIRED. 8. MINIMUM SUPPORT AT bx AND LARGER BEAMS SHALL BE A (4) COLUMN. CORNER COLUMN K/ 5IMP50N 0005-85D52.5 CNCTN TO L\/L BEAM 11. INTERIOR STRUCTURAL COLUMNS SHALL BE (5)-:2X6 MINIMUM. FOR Hr-ADr THAT DON'T CONFORM TO NOTE # THE (5)-2x6 COLUMN INCLUDES (I)-2x6 KING STUD. 10. ALL RAFTERS AND/OR TRUSSES SHALL BE ALIGNED TO BEAR HITHIN 4 OF STUDS BELOH. 11. ALL OVERFRAMINO RAFTERS SHALL BE 2x6 MINIMUM a 24" o.r,. AND POSTED DOHN To MAIN SUPPORT RAFTERS a 4'-0" ox,., HITH (I)-2x5 RIDGE BOARD AND (I)-2x8 FLAT ALONG \/ALLF="r LINE TO SUPPORT ENDS OF RAFTERS, TYPICAL, UNLESS NOTED OTHERWISE. 12. "L\/L" INDICATES: LAMINATED VENEER LUMBER BEAM AS MANUFACTURED BY 5015E CASCADE CORPORATION. ALTERNATIVES SHALL HAVE THE SAME OR GREATER CAPACITIES AS THOSE LISTED IN THE STRUCTURAL GENERAL NOTES, SHEET 51.1. 15. HOOD BEAMS, EXCEPT HEAVERS, ARE FLUSH HITH RAFTERS AND/OR TRU55r UNLESS NOTED (DROPPED). 14. RE: ARCHITECTURAL DR-MIN65 FOR 51ZE AND LOCATION OF ROUGH OPENINGS IN HOOD STUD HALLS. 15. RE: ARCHITECTURAL DRAHIN65 FOR ROOF SLOPES AND BEARING PLATE HEIGHTS. 16. REFER TO ARCHITECT FOR SNOW CLIP/ GUARD PRODUCT INFO AND DETAIL. REFER TO ARCHITECTURAL ROOF PLAN FOR SNOW CLIP/ GUARD LOCATION. P.O. BOX 409 1286 CEWMERS AVE. , E (8)-I/2" suits #200 P. ANCHOR- RAGIZ, CO 61631 T NALL END PHONE: (970) 328-6368 FAX: (970) 328-1035 W".JKANDA.COM L\/L z E-- z 0 A W Z Roil C> E-- E- M 0 1-4 A N , O RM 1. MANUFACTURED ROOF TRUSS LOADS: • TOP CHORD LIVE LOAD: 86 psf (> 4:12) OR 100 psf (4.12 4 LONER) • TOP CHORD DEAD LOAD: 10 psf • BOTTOM CHORD DEAD LOAD: 10 psf • HIND LOAD: 5m: OENERAL NOTES, SHEET 51.1 2. MANUFACTURER SHALL SUPPLY SHOP PRANINC-1-5 TO BE REv1Ej^r-V BY ARCHITECT, CONTRACTOR AND ENGINEER. 5. MANUFACTURER SHALL BE RESPONSIBLE FOR 5UPPLYIN6 THE FOLLOHIN& ITEMS: • ENOINEERIN6 OF ALL TRUSSES AND CONNECTIONS SHOWN ON SUBMITTED SHOP DRAHINC-6. • DESION AND SUPPLY OF ALL TRUSS BEARING CONNECTIONS. • PLACING OF TRUSSES TO ACCOMMODATE MECHANICAL EQUIPMENT WITHOUT CUTTING OF TRUSSES. 4. TFW55 SUPPLIER TO CONFIRM ROOF, CEILING SLOPES AND CONF16URATION HITH ARCHITECTURAL DRAWINGS PRIOR TO FABRICATION. ma EA07050 j §Tf Wy-] S2.4 a- r • A A A ma EA07050 j §Tf Wy-] S2.4 a- • • =1 00 C) CD r1j _0 vi fu 4-J (Yi V) 4-J Q) ul) fu 0 _0 r1j T--i 4-J 0 C) Lr) C) N C) fu to 4-J CL N C) C) T B.O.W. 5 "1 5.0, 1/2" lP x 10" A.B.'s a 24" o.c. IN CONT. TREATED 2x FL RIPPED :2x6 STUDS WXY PL'00- OR 055 5HEATHIN6 TO MATCH WALL WIDTH EXTERIOR SLAB ON 5U5 GRADE CONCRETE GRADE RE: PLAN BEAM RE: PLAN 4 NOTES O L RE: PLAN T T.O.N. CONT. HORIZ. TOP RE: PLAN NOTES FOR REINFORCING (EACH FACE). Ws VERT. a 16" o.c. (2)-#5's CONT. HORIZ. TOP 4 SOT. (EACH FACE) FLOOR 5HTN5. ii d . #5 DOWELS x ;t RE. PLAN (:2)-#5 0ONTINUOU5 SCALE 5 /4"=1'-0 2x6 5TIJr->!5 N1 1/2" FL**rVC>. OR 055 5HEATHINCS- FLOOR SHEATHING F;T--F- PLAN T.O. PL."(P0. 4w NON-5HRINK GROUT -V 0 (2)-#5 X 4'-0" UNDER BEAM FO(fKr-T cy FOUNDATION WALL WITH REINFORCEMENT RE: PLAN d. FLOOR JOISTS - RE: PLAN #5's CONT. HORIZ. a 15" o.c. EXP. MAT'L, T CONC. SLAB RE. PLAN RE: PLAN T.O. 5Da A 4 4 CONT. 15TEr-L. SEAM RE: PLAN WRAP 5;: END IN POCKET WITH WATER- PROOF IN0 MEMBRANE L.4X&X518x6 " WITH (2)-1/:2" (P X ro" r-XF`^N5ION ANCHOR ANV 0 THRIJ-15OLT5 5r, z / =1' -0 : CONC. 5LAB - RE: PLAN (4)-#-5's CONT - COMPRESSION REINFORCIN6 on* PLAN m RE: PLAN T.O. SLAB Sc-ALF: 3 /4 11 =1 1 -c CLR .,. f-4 T.O. PL'11-0. 5 cLR 4' x #4 VERT. (TIE TO FORMS a 24" ox.. MIN) ONTR ON LEDGER #5's CONT. HORIZ. a IV O.G. #5 VERT. a 16" o.c. A DOWELS x (ALT) I oil SOIL NAIL WALL (2)-#5's CONT. HORIZ. RE. FLA T.O.F. dl UNDER DRAIN 5Y5TEM PER SOILS ENGINEER m P-�12 FWAILTMA I-JOIST BLKO. PANELS 0 24" o.c. IN FIRST (2) J5T. SPACE 1^V (5)-10d NAILS INTO EA. PANEL, TYR 51 SCALE: /4 11 - 1' - 0 1 '-0 ♦ , I N 10, ZO A A YY W-EX a r.5f— raj 1% %.1 • t • i i .1 i i i t ! • • • • i tr1 • ! i • • ti • 2x6 STUDS ox,. W Y2" PL'Y'HD. OR 055 5HEATHIN6 1/2" ? x 10" AB.'s a 24" o.c. IN CONT. TREATED 2x PL RIPPED TO MATCH HALL PqIDTH EXTERIOR SLAB ON GRADE RE: PLAN IRE: PLAN @ TYP. Ail. A 9 I-JOIST BLKC7. PANELS a 24" o.c. IN FIRST (5) JST. SPACE W (5)-10d NAILS INTO EA. PANEL, TYP. • • • wr • • R4 U0 tll 4—J Lf) fu 1 Cll 0 ­ 0 fu > 4-J 0 C) Ln CD CU GL fu 4..J CD CONT. HORIZ Ws CONT. HORIZ. a 1:2" #5 VERT. a 16" O.G. #5 VONEL5 x a 16" O.C. (ALT) I o il (2)-#5's CONT. HORIZ. RE; PLAN %j T.O.F. . 4. 4" SLAB ON GRADE K/ PAVERS CLR.-/ 4 4 A FULL GRADE_ FILL CO NT. 2xI2 TREATED LEDGER K/ (5)-Ibd DRIVE FINS a 16" O.G. RE: PLAN FLOOR SHEATHING I-,JO15T5 - RE: PLAN - 7 RE: PLAN T.O. PLYND. CONT. 2x12 TREATED LEDGER RE. PLAN FLOOR SHEATHING I-JO15TS - RE: PLAN I-,1015T 51-Ke. PANELS a :24" ox.. IN FIR- (4) J5T. SPACE N/ (5)-Iod NAILS INTO FA. PANEL, TYP. 4'-0" x #4 VERT. (TIE To FORMS a :24" o.c. MIN) ONTR ON LEDGER RE: PLAN T.O. PL%(I^ #5's CONT. HORIZ. a 1:2" O.G. Ws VERT. a la" O.G. 511 #5 DONEL5 x a 15" ox'. (ALT) 1 1 - 0 11 EXP. MAT'L, TYP. CONC. SLAB - RE: PLAN RE PLAN v . . T.O. 5LAE '14 A 4 4 (2)-#5's CONT. HORIZ. T. 4 d 4 A A UNDER DRAIN 5Y5TEM RE. PLAN NOTES PER 50IL5 ENGINEER FOR FT6 REINFORCING R PLAN ______7 UNDER DRAIN 5Y5TEM PER 50ILS ENGINEER (2)-#5 CONTI I" NON - SHRINK OROUT (2)-#5 x 4 UNDER BEAM POCKET FOUNr->ATION WALL NITH PEINFORCINO RE: PLAN CA L - /4 = CONT. 2xI2 TREATED LEDGER W DRIVE FINS 0 la" O.G. RE: PLAN FLOOR SHEATHING I-JO15T5 - RE: PLAN RE: PLAN T.O. PL'I'ND. - I-JOIST 5LKO. PAN ELS a 24" o.c. IN FIRST (2) J5T. SPACE K/ (5)-10d NAILS INTO EA. PANEL, TYP. SCALE /4 = 1 '-0 ry (2)-L ax4x3 /8" N/ Z-5/4"? THRU-BOLTS OR EPDXY ANCHORS EACH LEG REF: PLAN T.O.!5TL. 5m. IV STEFL, BEAM PLAN WRAP BEAM T=NC> IN POCKET WITH WATER- PROOF INO MEMBRANE SCIALE: --/4 =I 1 -0 4 .4 • A* 2x6 STUDS o.c. K/ YY FL'rk* OR 055 SHEATHING 1/2" ? x 10" AB.'s a 24" ox.. IN CONT. TREATED 2x PL RIPPED TO MATCH HALL HIDTH (VERIFY K/ 5HR HL SCHEDULE) T T.O.N. (2)-#5 CONTINUOUS 2 oO #5 5TIRRUP5 a 12" ox_ — ABOVE OPENING (4)-#5 a OPENING 2x STUD BRO. HALL W SHEATHING - RE: PLAN (STUD PACK AT SIM) CONC. SLAB - RE: PLAN .� 4 (2)-#5's CONT - 7 / RE: PLAN-, OPTION I 2x STUD 5Re. NALL K/ 5HEATHIN& - RE. PLAN (STUD PACK AT SIM) CONC. 5LA5 RE: PLAN (:2)-#5'5 0(: OPTION 2 I(od DRIVE FINS a 16" ox_ (IF SLAB 15 HEATED, CLUE PL TO CONCRETE) NOTE RE: SHRk4ALL SCHDL FOR SILL ATTCHMNT AT 514RNALL RE: PLAN T.O. 5LA5 'V rj ttm Ibd DRIVE FINS 0 16" O.C. (IF SLAB 15 HEATED, GLUE PL TO CONCRETE) NOTE RE: 5HRNALL 5CHDL FOR SILL ATTOHMNT AT 5HRkqALL I RE: PLAN T.O. 5LAB'Y SCALE: =I 1 -0 2x6 5TUD5 ox.. K/ 'Z J PL Y1 OR 05B 5HEATHINO 1/2 ? x 10" AB.'s a 24" o IN CONT. TREATED 2x PL RE: PLAN T.O.N. #4 DOI^EL5 x a 24" o.c. EACH FACE 01-clil RE: PLAN T.O.F. O EXP. MAT'L, TYP. CONC. SLAB - RE- PLAN EACH FACE .. I - #4's CONT. HORIZ. 0 CLR. MID HEIC-HT EACH FACE (2)-Ws CONT. m —RE: PLAN SCALE 5 /4" 1'-0 Johnson, Kunkel Associates, Inc. P.O. BOX 409 1286 CHAMBERS AVE. suite #200 EAGLE, CO 61631 PHONE: (970) 328-6368 FAX- (970) 328-1035 WWW.JKANDA.COM 1v Q I-- p 1 i a d W-OZ CONDITION 51M CONDITION 'M 00 OL _ JO15 5 ARE _P J015T5 ARE PERP. PER dft • Sjj� TO FN NALL, 51M ND To F N LTO 5 TN !3.1 TO 50TN 1/53.1 A �a � ---- FOUNDATION WALL BEYOND RE: APPLICABLE SECTION SCALE /4 = 1 '-0 ry (2)-L ax4x3 /8" N/ Z-5/4"? THRU-BOLTS OR EPDXY ANCHORS EACH LEG REF: PLAN T.O.!5TL. 5m. IV STEFL, BEAM PLAN WRAP BEAM T=NC> IN POCKET WITH WATER- PROOF INO MEMBRANE SCIALE: --/4 =I 1 -0 4 .4 • A* 2x6 STUDS o.c. K/ YY FL'rk* OR 055 SHEATHING 1/2" ? x 10" AB.'s a 24" ox.. IN CONT. TREATED 2x PL RIPPED TO MATCH HALL HIDTH (VERIFY K/ 5HR HL SCHEDULE) T T.O.N. (2)-#5 CONTINUOUS 2 oO #5 5TIRRUP5 a 12" ox_ — ABOVE OPENING (4)-#5 a OPENING 2x STUD BRO. HALL W SHEATHING - RE: PLAN (STUD PACK AT SIM) CONC. SLAB - RE: PLAN .� 4 (2)-#5's CONT - 7 / RE: PLAN-, OPTION I 2x STUD 5Re. NALL K/ 5HEATHIN& - RE. PLAN (STUD PACK AT SIM) CONC. 5LA5 RE: PLAN (:2)-#5'5 0(: OPTION 2 I(od DRIVE FINS a 16" ox_ (IF SLAB 15 HEATED, CLUE PL TO CONCRETE) NOTE RE: SHRk4ALL SCHDL FOR SILL ATTCHMNT AT 514RNALL RE: PLAN T.O. 5LA5 'V rj ttm Ibd DRIVE FINS 0 16" O.C. (IF SLAB 15 HEATED, GLUE PL TO CONCRETE) NOTE RE: 5HRNALL 5CHDL FOR SILL ATTOHMNT AT 5HRkqALL I RE: PLAN T.O. 5LAB'Y SCALE: =I 1 -0 2x6 5TUD5 ox.. K/ 'Z J PL Y1 OR 05B 5HEATHINO 1/2 ? x 10" AB.'s a 24" o IN CONT. TREATED 2x PL RE: PLAN T.O.N. #4 DOI^EL5 x a 24" o.c. EACH FACE 01-clil RE: PLAN T.O.F. O EXP. MAT'L, TYP. CONC. SLAB - RE- PLAN EACH FACE .. I - #4's CONT. HORIZ. 0 CLR. MID HEIC-HT EACH FACE (2)-Ws CONT. m —RE: PLAN SCALE 5 /4" 1'-0 Johnson, Kunkel Associates, Inc. P.O. BOX 409 1286 CHAMBERS AVE. suite #200 EAGLE, CO 61631 PHONE: (970) 328-6368 FAX- (970) 328-1035 WWW.JKANDA.COM 1v Q CONC. SLAB - RE: PLAN BEARING PLATE: 5/8l' x 10" x 10" N/ W-1/2" ? AB.'s OR EXP, BOLTS, ON I" NON-514RINK GROUT T.O.F. 5 C, A L E: /4 =I 1 -0 Uj I I 110 co ..4 co ­ CD 4 0 CD H55 COL. - RE: PLAN 's- 's, '�' N., V cD cj in E­4 CU EXP. MAT'L, TYP. SEE SCHEDULE ON 5HT. 51 FOR REINF. 01 01 "7 INFO., TYP. H V. KDTH W-OZ dft • CONC. SLAB - RE: PLAN BEARING PLATE: 5/8l' x 10" x 10" N/ W-1/2" ? AB.'s OR EXP, BOLTS, ON I" NON-514RINK GROUT T.O.F. 5 C, A L E: /4 =I 1 -0 Uj I I 110 co ..4 co ­ CD 4 0 CD H55 COL. - RE: PLAN 's- 's, '�' N., V cD cj in E­4 CU EXP. MAT'L, TYP. SEE SCHEDULE ON 5HT. 51 FOR REINF. 01 01 "7 INFO., TYP. H V. KDTH ik SCALE: -/4 =I 1 -0 S3.2 W-OZ ik SCALE: -/4 =I 1 -0 S3.2 2x6 STUDS as 16" ox,. K/ 1/2 PLYklV. OR OSB 5HEATHINe 2X6 STUDS o.c. K/ 1 / ,7 " PLYPO. OR 055 54 1/2" (P x 10" A.B.'s 4 o.c. IN CONT. TREA 2x PL RIPPED TO MATCH NALL kqlr,>T RE: PLAN 04 CONT. HOR #5's CONT. HORIZ. a 12" o.c. Ws VERT. a 16" o.: #5 DONELS x (2)-#5's CONT. HOR T RE: PLAN T.O.F. (2)-#5'5 CONT. UNDER DRAIN SYSTEM PER 50IL5 ENGINEER EXTERIOR SLAB ON 64R.AOF RE: PLAN T.O.N. CONT, HORIZ. TOP 4 BOT. #4's VERT. 0 16" ox..- #4 VONEL a 16" o.c. - 51M CONDITION NO FOOTING OR DONEL L RE: PLAN B.O.N. (2)-#5'5 CONT. Ws CONT. HORIZ. a 12" UNDER DRAIN SYSTEM PER 50IL5 EN61NEER. SCALE SoALF: I 1 -o .................. . . . . . . . . . . . . . . . . . . . ............. ............. ......... ......... ...... ...... . . . . . . . . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2x6 STUDS ox.. K/) PLYNP-.- OR OSBSHFATHIN6 SIM CONDITION NO INTERIOR STONE 1/2" (P x 10" A.B.'s a 24" VENEER OR VENEER ox.. IN CONT. TREATED 2x6 SUPPORT FL ---- RE: PLAN T.O.H. #5 CONT. HORIZ. as I Z 15" o.r,. EXP. MAT Tl'f. STONE VENEER - CONC. SLAB RE: ARCH. a RE- PLAN CMU 5FLOP4 GRADE FOR STONE VENEER SUPPORT i RE: PLAN 4 4 #5's VERT. a 15" ox_ T.O. 5LAE 5 oLR #5 DOKELS x k 4 o.c. CONT. L 4x4x5/9� K/ (I)JyW (p x b" -4 EXP. ANCH. a 24" (2)-#5's CONT. HORIZ. TOP $ BOT. RE: PLAN T.O.F. (5)-#5 COW. UNDER DRAIN SYSTEM PER 501 LS ENGINEER RE: PLAN---, e- -4 SOALE: E%4" = l #4 DONEL5 x a 24" 04. `;�� EXTERIOR 5LA5 ON GRADE RE: PLAN T.O.SLAB RE: PLAN T.O.H. RE: PLAN T.O.F. CONC. SLAB RE: PLAN A (1)-#4 CONT. HORIZ. #5 CONT. HORIZ. as 24" o.c. #5 DONEL5 x a 24" ox, . 4 (2)-*5's CONT. HORIZ. TOP 4 BOT. (:2)-#5's CONT. UNDER DRAIN 5Y517EM PER SOILS ENGINEER RE: PLAN­7 SCALE: 1 /4 = l'-O :2x STUDS Pq/Y:2" PLYI^V. OR 055 5HEATHINO RE: ELEV. MANIF. #4 CONT. AT NOSE 1/2" (P x 10" A.B.'s a 12" o.c. IN CONT. TREATED 2x FL GONG. SLAB RE: RE: PLAN PLAN T.O.F. T= 2x6 STUDS o.c. H/ Y2" FL'r'k*sID. OR 055 5HEATHINO 1/2" (P x 10" A.B.'s a 24" o.c. IN CONT. TREATED 2x FL (\/ERI=Y K/ SHR NL SCHEDULE) RE: PLAN T.O.N. (2)-#5'5 CONT. (EACH FACE) EXP. MATL, TYP. CONC. SLAB - RE: PLAN RE: PLAN T.O.F. (3)-#5's CONT. EXP. MATL, TYP. GONG. SLAB RE: PLAN i I Ir-W; --------- . -- . . . . . . . . . . . . . . . . . . N (1)-#4 CONT. HORIZ. a la" (EACH FACE). #4 DONEL5 x a 24" o.c. to (EACH FACE ) o 4 (:2)-#5's CONT. HORIZ. TOP 4 BOT. (EACH PACE) _RE: PLAN-----2 e_ M 5.51 __-0 #4 DONEL5 x a 24" o.c. `;�� DRIVENAY SLAB RE: PLAN T.O. 5LA5 RE: PLAN T.O.N. RE: PLAN T.O.F cv RE PLAN UNDER DRAIN SYSTEM PER SOILS ENGINEER 00 �2� 55.51 SCALE: 5" "=l'-0 /4 2x6 STUDS ox, WYY PLYPIV. OR 055 SHEATHING 1/2" 0 x 10" A.B.'s 0 24" o.c. IN CONT. TREATED 2x6 FL(\/ERFY I^V 5HR k% L, 50HEDULE) DOWELS x as 24" o.c. CiF RE: PLAN T.O.N. (:2)-#5'5 CONT. TOP t 5TM EXP. MAT TYP. CONC. SLAB RE: PLAN RE: PLAN T.O.F. (:2)-#5's CONT. MIA= (1)-#4 CONT. HORIZ. #5 DONEL5 x a 24" oz. L (:2)-#5'5 CONT. CONC, SLAB RE: FLAN RE: PLAN T.O. 5LAE (1)-#4 CONT. HORIZ. 5" CLR.--,� #4's HORIZ. a 0" ox.. #5 001^EL5 x L an 24" o.c, 01-8,11 Al .A 'a R PLAN-,,,' °a4 loppolo readvc Mapp ing servicoi P.O. BOX 409 1286 CHAMBERS AVE. Suite #200 RAGIM, CO 81631 PHONE: (970) 328-6368 FAX: (970) 328-1035 Www JKANDA.COM Tt • NUMIMMI S3.3 am MW Tt • NUMIMMI S3.3 V k6 M X d' N I H tU O Q d" M M •r • • .� V M 4—J n � W / tll fu .._.I a `a fu N 4 J Q r D / V) 4-J U Q1 2 n N . 0 N �L O L RE: ARC T T.O. WALL LADDER FRAMING PER 5CN 3/55b (2) -#5's CONT. HORIZ. 1/2" 0 x 10" A.B.'s a 24" o.c. IN CONT. TREATED 2x PL RIPPED TO e� c..vtvv. =11 —flAEa IN — FORM DECK REINF. H/ #4'5 0 12" O.G. VULCRAFT 50 CONFORM STL DECK 06x11.5 CONT. ATTACH W! (2) 1" VIA. RED HEAD LOT ANCHORS o 24" O.G. (4 I/2" EMBD) #S's CONT. HORIZ. - 0 16" O.G. #5's VERT. a 12" ox.. #5 VOWELS x - a 12 ox V 1' —V 11 (2)-Ws CONT, HORIZ. O L RE: PLAN Y T.O.F. - -- UNDER DRAIN SY5TEr PER SOILS ENGINEER . SL a • d 4 CONT. 2x12 TREATED RIM W/ (3) -16d DRIVE PINS 0 16" ox,. BLOCKING FLOOR SHEATHING RE: PLAN T.O. PLYWV. CONT. (2) -2x12 TREATED LEDGER RE: PLAN PLAN 4'-0" x #4 VERT (TIE TO FORMS m 24" o.c. MIN) GNTR ON LEDGER gn2= 191 AM (4) -#5'5 CONT. [(2) -ROWS OF (2)] lY v PLAN m SG L. 5 /4" = 2x6 STUDS a 16" ox,. W/ Y2" PLYWD. OR 058 5HEATHIN6 5/6" (P x 10" A.B.'s as 24" oz. IN CONT. TREATED 2x PL RIPPED TO MATCH WALL WIDTH - I O L RE: PLAN (2) -#5's CONT. HORIZ. RE: PLAN Y T.O. SRAOE \7A ONT. HORIZ. n 5" GLR G.L. #S DOWELS x - ® 12" ox, It I' - (2) -#S's CONT. HORIZ. RE: PLAN T.O.F. UNDER DRAIN 5Y5TEr PER SOILS ENGINEER J v PLAN m SEAL.: 3 /4 " =1' - 2x6 STUDS W/ 1/2" PLYWV. OR 058 SHEATHING 1/2" 0 x 10" A.B.'s a 24" O.G. IN CONT. TREATED 2x PL of= a1 A 1,1 5.4, v m PLAN PLAN .. \- -4' -O" x #4 VERT (TIE TO FORMS a 24" o.c.. MIN) CNTR ON LEDGER �— #S's VERT. a 12" o.c. RE: PLANK T.O. ROCK 1' (4) - #5'5 CONT. [(2) -ROWS OF (2)] #4 CONT. AT NOSE CONC. SLAB - RE: PLAN VARIES T.O.F. O (2) -#5's CONT. CONT. 2xI2 TREATED LEDGER W/ (3) -16d DRIVE PINS a 16" ox.. BLOCKING FLOOR SHEATHING RE: PLAN T.O. PLYWD. CONT. (2) -2xI2 TREATED LEDGER RE: SCALE 3 /4" =1 ' -Q 5' FNDN. WALL RE: PLAN FOR REINFORCING PROVIDE VERT. a 6" ox.. a BUTTRESS CONCRETE FOUNDATION WALL RE: PLAN D . D .. D ., #5 CORNER DOWELS x ® O 6" o.c. VERT. SPACING m (ALT. LE65 INTO 10" WALL AT 51NOLE MAT - EACH FACE AT DOUBLE REINF) - PROVIDE #5 x 4' -0" AT 6" VERT EPDXY DOWEL 6" INTO WALL IF f NOT MONO POURED PLAN VIEW it • II'• II v II II. - v• LI II . II • •II • •II b v �j . v D v D • D D :v A (2) -#S's CONT. HORIZ. RE: P LAN OL l' T.O.6RADE . EXTERIOR SLAB ON 6RADE RE: PLAN d RE: PLAN #S's CONT. HORIZ. a 16" o.c. A. - -- EXP. MAT'L, TYP. 4 e CONT. L 4x4xs /8 H/ (I)JyW dp x 6" EXP. ANCH. a 16" o.G. 11 8 GLR. d• d #S's VERT. a 12" o.c.. 51M CONDITION — FULL GRADE FULL AT LOWER STEP #5 DOWELS x a� 12" o.G. d 4' I' -O" a , UNDER DRAIN 5Y5TEM PER SOILS ENGINEER 55.41 #6 a 12" o.c. TRANSVERSE CONT. (2) -#5's CONT. HORIZ. i RE: PLAN Y T.O.W. 6EOFOAM -� We CONT. HORIZ. a 16" Oz. #5's VERT. a 12" O.G. #S DOWELS x - 12" o.G. ;- I' -0" (2) -#5's CONT. HORIZ. GEOFOAM !94! ! l Aft UNDER DRAIN SYSTEM 2' 5.4 6" GONG. SLAB IN FORM DECK REINF. W/ #4'5 ® 12" O.G. VULCRAFT 30 CONFORM 5TL DECK (4) -#5'5 CONT. [(2) -ROW5 OF (2)] S.N. HALL 3" CLR. Johnson, Kunkel & Associates, Inc. i 200, loppa nuisio P.O. BOB 409 1288 CHAMBERS AVE. Suits #200 EAGLE. CO 81851 PHONE: (970) 328 -8588 FAX- (970) 528 -1055 WWW.JKANDA.COM �n �c n f � n . y I a -Ia10- JJ _j 3mvQmam 1 � i f f WaT NUMB: SJ. 4 OF 1 55.4' 5CALr 3/4 " =1' - • f 'o • r �n �c n f � n . y I a -Ia10- JJ _j 3mvQmam 1 � i f f WaT NUMB: SJ. 4 OF 1 55.4' 5CALr 3/4 " =1' - i • 0 • • 1 �l • i '1 .}J CU I � v ( f V J O fu 1__4 4-J 0 J C? C3 C� fQ t!) a CL h O cv 2x(b STUDS o.c. K/ PLYHD. - OR 055 SHEATHING 1/2" 0 x 10" A.S.'s a 24" c.c. IN CONT. TREATED 2x PL RIPPED TO MATCH WALL WIDTH 4" STONE PAVERS AND GROUT ON WATERPROOFING MEMBRANE RE: ARCH SHEATHIN6 T RE: PLAN T.O.N. - -- CONT. (2) -2x12 TREATED LEDGER RE: PLAN (2) - #5's CONT. HORIZ. TOP FLOOR SHTN6. TYP. SIM. d 4 'd d • a o, 4 ; A a . 1/2" 5TL BASE PLATE — W/ (2) -3/4" 0 EXP ANCH ON I ll NON SHRINK &ROUT 2'-6" #4 DOWELS x ® 24" o.c. , �v RE: P T.O.N. FLOOR JOISTS - RE: PLAN RE: PLAN T.O. PLYWP. FOUNDATION WALL RE APPLICABLE SECTION FOR REINFORCING A d 4 FOUNDATION WALL FACE RE: PLAN FOR REINFORCING .4 4 4 4 4 d d d 4 S L : 3 /4" 318 x II" x 16" STEEL PLATE (IF APPLICABLE AT CORNER CNGTN) W/ (4)-5/&V x 4" EPXY. ANCH. AND (3) -3/4" THRU BOLTS LVL OR 5TL F BEAM RE: PLAN N el �— L 6x4x3 /& W/ 4 1/2" (5) -3/4" THRU OR EXPOY ANCHOR BOLTS 4 fLR. r�) I AFHROM DRAG STRUT ONGTN. TOP 4 5OT. v STONE VENEER, RE: ARCH. 1- . a d d. . d e d WEEP HOLES ® &-0 ox_ HORIZONTAL 4 6" ABOVE TOE SIDE BAGKFILL. RE: ARCH. a' -A -TOE -5 ? 5A5E HIDTH- RETAININ6 HALL SCHEDULE CONC. SLAB - RE: PLAN RE. PLAN T.O.F. 2� :5.5 (1) - #4 CONT. HORIZ. FNDN WALL PER SECTION 3I5 3.3 •4 .d• • d 4 . • • � d J v to -RE: PLAN SC ALE: : 5 /4" = 1'- HEIGHT A B G D E E -2 F 6 H J L 4' - 0 " I '1" 10 " 1' -'7" IO " #5 AT 1' -0" 3' -6" #5 AT I' -6" #5 AT 1' -6" #5 AT 1' -6" #5 AT I' -6" (2) -#5`9 b' -0" 2' - 10 2' - 4 " 12" #6 AT 1' - O" 3 ' -6" #5 AT I' -6" #5 AT 1' -0" #5 AT I' -6" #5 AT I' -6" (2) -#5's &' -O" 3' -6" 12" 2' - 0 " 12" #6 AT a" 4" - 6 " #5 AT 1' -6" #5 AT &" #5 AT 1' -6" #5 AT I' -6" CONT. 2x12 TREATED 10" - 0 " 4 ' - 0 " 12" 2' - 6 " 14 " #6 AT 6" 5 ' - 0 " #5 AT 1 -4" #6 AT 1' -0" #5 AT 1' -6" #6 AT I' -6" 12' -0" 4' -10" 14" 2' -6" 14" #6 AT 6" 5' -O" #5 AT 1' -O"' #6 AT 6" #5 AT 1' -6" #6 AT 1' -6" (4) -#5's T.O. PLYI^ a CONT. (2) -2x12 TREATED LEDGER RE: .. • PLAN NOTES , S NOTES: 1. REBAR GRADE 60 2. CONCRETE Fr, = 4000 psi 3. 5O1L SEARING = 2000 psf 4. NO SURCHARGE LOAD ALLOWED 5. MA5ONRY VENEER SHALL MATCH THE VENEER OF THE RESIDENCE AS APPROVED BY THE ARCHITECT. SUBMIT SAMPLES FOR APPROVAL. ATTACH TO CONCRETE HALL WITH STANDARD MA5ONRY TIES EMBEDDED IN THE CONCRETE WALL. 6. FND. DRAIN PER 5O1L5 EN&R. - 1. DOUBLE FNDN. REINFORCING a 1' - " THICK AND GREATER WALLS GQNORETE RETA I N I NC NALL 50ALF: N.T.S. (2) -#5'5 CONT. HORIZ #5's CONT. HORIZ. e9 12" ox'. #5'5 VERT. a 16" o.c. #5 DOHEL5 x ® 16" ox, d (ALT) I' -O" 5O1L NAIL HALL (2) -#5's CONT. HORIZ. H55 COLUMN �- RE: PLAN GONG. SLAB - RE: PLAN RE: PLAN a T.O. SLAB RE: F T.O.F. QC v tt� UNDER DRAIN SYSTEM PER SOILS ENGINEER I • a d 3" 4 4 • d • d 4 0 4 A d g. •d• d 4• FULL &RAPE FILL CLR d •' #5 DOWELS x m a9 16" ox'. � (ALT) 1 -O A' d. d EXP. MAT'L, TYP. CONC. SLAB - RE: PLAN RE: PLAN " , 4 4 T.O. SLAI✓ a. d a (2) -#5'5 CONT. d HORIZ 4 ' 4 e, • '4 4 .d '•° d d .4 • 4 RE: PLAN UNDER DRAIN SYSTEM PER SOILS ENGINEER RE: PLAN NOTES FOR FT6 REINFORCING SG racLE : 5/4 � � � 1'-0 O TYP. FLOOR SHEATHING I -JOI STS -RE: — PLAN . RE: PLAN T.O. PLYWD. (2) -#5's CONT. HORIZ. 2x6 STUDS o.c. PL'YWD. OR 055 SHEATHIN6 1/2" <P x 10" A.B.'s a 24" - o.c. IN CONT. TREATED 2x PL RIPPED TO MATCH WALL WIDTH EXTERIOR SLAB ON GRADE RE: PLAN RE: PLAN (2) -2X LEDGER RE- PLAN NOTES *5's CON T. HORIZ. 4' -0" x #4 VERT. (TIE TO FORMS a 24" ox.. MIN) CNTR ON LEDGER 4" SLAB ON GRADE W/ PAVERS d . d° I I - JOISTS - RE. 4 . PLAN #5'5 CONT HORIZ AT 12" o.c. e #5'S VERT AT 4 16'" ox'. d Johnson, Kunkel & Associates, Inc. " 'mss! 2001 l ;�ts1�'palflViSig P.O. BOX 409 1286 CHAMBERS AVE. Suits #2 EAGLE, CO 81651 PHONE: (970) 528 -6568 FAX: (970) 528 -1035 WWW.JKALNDA.COM n n A! n •� n � 1 � n ♦ n �r `t n i• r n • .r r A A MEMO swirl NUMB£R.• WWI . . . . e d.. 4 4! •. d .a A' . a . d CONT. 2x12 TREATED RIM H/ (3) -16d DRIVE d•• PINS ® 16" o.C. 4 r BLOCKING A d $ d FLOOR SHEATHING 4 * e RE: PLAN T.O. PLYI^ a CONT. (2) -2x12 TREATED LEDGER RE: .. • PLAN NOTES I - JOISTS - RE. 4 . PLAN #5'5 CONT HORIZ AT 12" o.c. e #5'S VERT AT 4 16'" ox'. d Johnson, Kunkel & Associates, Inc. " 'mss! 2001 l ;�ts1�'palflViSig P.O. BOX 409 1286 CHAMBERS AVE. Suits #2 EAGLE, CO 81651 PHONE: (970) 528 -6568 FAX: (970) 528 -1035 WWW.JKALNDA.COM n n A! n •� n � 1 � n ♦ n �r `t n i• r n • .r r A A MEMO swirl NUMB£R.• WWI • • a 2q err • • fo 4-J 4-J Q) (3) CU C 0 - 0 fu fN T 4-J 0 1 C:) Lt) C:) N C:) fu 4-J U CU CL N C:) C:) 2x 5TUDNN 1/2 PLYND. 055 5HEATI FLOOR JOISTS RE: PLAN V51 JOIST 5LN NALL AT INT. (LSL RIM AT EXT.) 1 T @ INTERIOR PART NALL SCALE 2xSTUDNALL K/ 1/2 PLYND. OR 055 5HEATHIN6 FLOOR SHEATHING O L RE: PLAN T T.O. PLYND. DQ FLOOR RE: PLAN D13L JOIST SLPq KALL AT INT. (LSL RIM AT EXT.) FLOOR : SHEATHING GONG. TOPPING RE: ARCH. — — — — — — RE.- PLAN T.O. FL ARCH 54 SCALE: /4 =1'-0 ST ONE CA'= V=N RE: ARCH. L4X6XI14 P VIA. THRU-1 1 1 -0 11 ROOF SHE/ NATERPRO RE: ARCH 2%e12 I r—nAl Z-12d NAILS AT 16" ox,. 5IMP50N L EACH END BLOCKING PANEL 1 5/4" X di 1/2 L\/L LEDGER CUT INTO STUD HALL (DO NOT OVERCUT) HALL SHEATHING ON 2x STUDS & T)""P. STONE VENEER SUPPORT NEW RE: ARCH A STONE VENEER RE: ARCH CONT. L 4x4xI/4" STONE - VENEER SUPPORT N/ 5/5" 0 THRU-BOLTS a 1 5/4"OxV' LAO BOLT---- a I'-V (COUNTERSINK, IF NECOASARY) TIMBER BEAM RE: ARCH. m PI 1/4 , 2x 5TUDNALL W , PLYND. OR 055 5HEATHINO ' RE: PLAN ((5)-2x12 MIN) ONTRCTR5 OPTION Q 5 / 11 /4 CONC. TOPPING RE: ARCH. (2)-L 4x4x5AI Pq/ (5)-5/4"0 THRU-BOLTS EACH LEO LOOR SHEATHING w o RE: PLAN 9 T.O. 5TL. 2 1/2 " ' � � N-- 5TL. BE RE. PLAN K/ 2x - 7 F 7 F , T -- ' 1 / 2 " NAILER DRIVE PINNED TO TOP FLANGE 001�� T`rF. STL. SEAM C. SOALE /4 STL. BEAM RE: PLAN PV NAILER DRIVE PINNED TO TOP FLANGE 1/4" FITTED STIFFENER PLATE EA. SIDE OF NEB, T CAP PLATE: 1/2" x BM. HIPTH xO' K/ (2) -5/4" 0 THRU-BOLTS [(I) EA. SIDE OF NEB] H55 COL. - RE: PLAN FLOOR, SHEATHING SLOPING CONORr-TE NAIL TOP PLATE TO ROOF CONCRETE DECK TOFFINO SHEATHING N/ Iod NAILS ROOF OR TOPPING TO MATCH 5HEARAALL FLOOR NAILING SHEATHING Johnson, Kunkel SHEATHING & Associates, Inc. SLOPING GONG. TOPPING - RE: ARCH. LAND SURVEYING O L RE : PLAN a a a CIVIL ENGINEERING SMUCTURAL T T.O. PLYND. 2xI2 LFDC917 @ INTERIOR SHEAR HALL \— FLOOR JOIST ROOF OR DECK JOISTS f;?J PLAN F JOIST : O PLA N RE: PLAN n 501 BLOCKING RIM BOARD k4l (2) 5/4" DIA. THRU 2001 - Tla" 1501 SERIES E30LT5 AT 1'-4" Toppainvisiod PLYpho. 5000 AT 16" O.C. 2x(b 5TUD5 OR 055 T INT. SHEARNALL P.O. BOX 409 (STORAGE LOAD) rj- SHEATHINO 1286 CEMMIRS AVE. SCALF: 5 /4 1 1-0 Suite #200 NOTE EAGLE, CO 81631 FRAMING PHONE: (970) 328-6368 PARRALLFL TO FAX- (970) 328-1035 RE: PLAN 'L I BEAM AT SIM 5OTN WWW.JKANDA.COM T.O. FLY�-O.Y RE: ARCH j @) TyP. STL. 5M.Y FLOOR k4 777�� 2x 5TUDNALL SHEATHING Y2 PLYND. OR 5TL. BEAM RE: PLAN K/ 2x 055 SHEATHING I-JOI5T5 RE: T.O. T-0 TI NAILER W 1/2" (P THREADED PLAN RODS AT V-6" TO TOP FLANGE (ONTR HALL ABOVE ON STEEL BM) AND O L RE: PLAN RE: PLAN z 2X NEB PACKING KITH 5/4" T T.O. PLYND. --- T.O. PLY ND. ' 1` 1 I G.L. (P BOLTS AT I'-&" o.c. (IF E--4 SCALE - /4 1'-0 L\/L BEAM f;M: PLAN W 0-4 Il8 CONT. STEEL EDGE ANGLE K/ 1/2" 0 x 5" LAG a EA. 'JOIST co r FLOOR SHEATHING SOALE: 1'-0 ^ W Z SLOPING STONE E. PAVERS AND 6ROU ON KATERPROOFINO SLOPING E--4 MEMBRANE II GONG. TOPPING 0 ARCH RE: ARCH. RE: PLAN FLOOR T.O. FLY 5HEATHINO Typ. ------------ - - - - -- — — — — — — - f;M: PLAN T.O. PLY T DECK JOISTS TYR i i Y1CLICLICL >- J -i -A RE: PLAN SIM. CID TIMBER PLAN FLOOR JOISTS L\/L BEAM BE RE: RE: PLAN RE: PLAN T @ STL. COL.. END SUPPORT 3/ r& SCALE: 11 =1'-O CONNECT 5HEARNALL TO DBL 2x MATCH 5HEAR4AALL NAILING AT ED G E 1/2" 0 THREADED RODS AT I'-&" o.c. VERT AT 5HEARAALL (NOT REOV AT 51M H55 COL. - RE: PLAN (STUD PACK AT 51M.) FACE OF 5HEARAALL SCALE �`/ 11 : z- /4 :2x 5TUDNALL W 1/2" FLyko. OR 055 SHEATH SLOPING STONE PAVERS AND GROUT ON NATERPROOFINO MEMBRANE RE: ARCH FLOOR SLOPING 5HEATHINO Z' RE: PLAN T.O. PLYNV- LEDGER PER PLAN NOTES DECK JOISTS RE: PLAN SIMILAR SECTION: FLOOR FRAMING PERPENDICULAR PER 5CTN 1155.1. FLOOR SHEATHING CONO. TOPPING - RE: ARCH. 'FLOOR JOIST RE: PLAN LSL RIM BOARD AND BLOCKING AT EXT. DECK T @ INT. SHEARNALL m 5111 SOALE: /4 =I 1 -0 2x 5TUDNALL K/ 1/2" PLYND. OR 05B SHEATHING BLOCKING FLOOR SHEATHING — — — — — — — RE: PLAN T.O. PLYND. FLOOR JO1STS RE: PLAN M T @ INTERIOR 5EARINO NALL • 1-- d�- ;�� ,536 • n nn d�- ;�� ,536 0 • • 00 C) C) r r*".j 0) • • • 2x STUD PACK RE: PLAN NOTES N STRAP AN TOM PLATE W )D WALL L\/L SEAM RE: PLAN T)"F. INT. SHEAR ALL :::�/ I[ SOALE: — /4 1'-0 2x STUD PLAN NC FLOOR E WMEMP 'TOM PLATE N/ UD WALL 5TL. 5M. RE. ' NAILER DRIVE TOP FLANGE 1 ' x " K/ (2)- ilz VIA. x 5" LAG BOLT 2x6 STUDS 1^V 1/2" PL'00. OR 055 SHEATHING FLOOR 5HEATHINO FLOOR JOISTS RE: PLAN (OVERLAP FULL WIDTH OF — _ RE: PLAN =LAN WALL) T.O. PL t1q L\/L BLOCKINO a SHEAR WALL (E301 INTERIOR SHEAR BLOCKING AT SIM) j 4 BEARING HALL 1 55.1 Z!Y INTERIOR SHEAR W K/ FLYIAV. FLOOR SHEATHING THREADED RODS AT 12 ox.. TO TOP FLANGE 'a T I NT. SH=ARNALL T SCALE: 1'-0 r5-" T)"'F. @ INTERIOR SEARING MALL S C A L E • /4 5IMP50N 4OLDPONN 0 WALL 2ND RE: SECTION 11/55h 2d NAILS TO MATCH SHEAR HALL SPACING OR 1/2" 0 x 5 /:2" LAOS a 16" ox- THREADED ROD 5TL. 5M, RE: PLAN K FOR HOLVDONN ONOTN / 2x NAILER W 1/2" 0 RE: 5HRHALL SCH EDULE " (IF APPLICABLE) SCALE 5 /4 )' — O >N STRAP AN SCALE: -- / - 4 =1'— X66 ON STEEL BM. WATERPROOF PER ARCH - ryf; - . 5TL. 5M. RE. PLAN kq/ 2x NAILER K/ 1/2" 4) THREADED RODS AT 12" 041. RE: PLAN NOTES FOR 5HEATHINO NAILING REG'5 FLOOR 5HEATHINC7 GONG. TOPPING RE.- ARCH T.O RE TL. : �PLAN 5 � 5M. 2x NE13 PACKING PER PLAN 5FE05 RE: PLAN 2x6 STUDS W 1/2" PLYND. OR 055 SHEATHING FLOOR JO15T5 RE: PLAN 2x6 STUDS W 1/2" PI-IrND. OR 055 SHEATHING BLOCKING FLOOR SHEATH IN C-7 RE: PLAN --- T.O. PL`r1^ FLOOR JOISTS RE-- PLAN L51- RIM JOIST I T r BrARINO NALL 2x6 STUDS N1112" PLYND. OR 055 5HEATHIN6 FLOOR 5HEATHINC7 RE: PLAN T.O. PLYIAV. FLOOR JO15T5 RE: PLAN LSL RIM JOIST SCALE: 1 1 -0 CONC. TOPPING - RE: ARCH. FLOOR SHEATHING RE: PLAN T.O. 5TL. E3M! 5TL. BEAM RE: PLAN K/ 2x NAILER DRIVE PINNED TO TOP FLANGE AND 2x NE5 PACKING WITH 5/4" VIA THRU BOLTS AT IV' 51MILAR SECTION: FRAMING AT DECK INTERFACE PER SCTN 5/55.6. I 718 501 SERIES 5000 AT 16" O.C. (STORAGE LOAD - RE: 51.2 FOR PENETRATION FRAMING) 2X6 STUDS K/ 1/2" PLYND. OR 055 SHEATHING ' FA �i�/ ' rw 2x6 STUDS H/ 1/2" PLYIAV. OR 055 SHEATHING DSL L\/L BEAM — RE: PLAN T o RE: ARCH T.O. 5 TL. Tyf . 5M. 5TL. BEAM RE: PLAN K/ 2x RIPPED NAILER DRIVE FINNED TO TOP FLANGE G.L. (ONTR HALL ABOVE ON STEEL 5M) 2 T'rF. EXTERIOR Bt=ARINO NALL SOALE 2X6 STUDS K/ 1/2" PLYPO. OR 055 5HEATHIN6 FLOOR 5HEATHIN6 FLOOR JOIST5 z BLOCKING PLAN (OVERLAP FULL WIDTH OF RE: PLAN WALL) T.O. PLYPO. 5IMP50N A54 CLIP - - - - - - - - RE: PLANK I '-4" (SHEARKALL Y _" �G T.O. PLYPO. ONLY) L L\ OR LSL BLOCKING 6 SHEAR INTERIOR SHEAR ,- WALL (EV BLOCKING 4 BEARING WALL AT SIM) 2x6 STUDS K/ 1/2 PLYV0. OR 055 SHEATHING L\/L OR L5L BLOCKING FLOOR SHEATHING CONTINUOUS FLOOR -JOISTS RE: PLAN 5IMP50N A54 CLIP 0 V-4" Johnson, Kunkel & Associates, Inc. FA 1 0 A N1 O Z I 2111 l "mc mpom,, Semces P.O. BOX 409 1286 CHAMBERS AYE. Suite #200 EAGLE, CO 81631 PHONE: (970) 328-6368 FAX- (970) 328-1035 WWW.XANALCOM as •6 Mosel S3.7 O.L. CURVED STEEL BEAM RE: PLAN K/ 2x DRIVE FINNED TO TOP $ BTM. RE: PLAN NOTE FLAT STEEL BE AT 51M SECTION 1/2 STEEL TOP PLATE 2x NAILER H55 HEADER RE: PLAN W 2x TOP 4 BTM FL Q S .B SG L. : 5 /4 " CL 1 10 M r-i 2x 5TUDIo4ALL 00 ARC (BEYOND) RE: H H55 COL. RE: PLAN C) C> r111j 518 BASE PLATE (TYPI 5/5" x 5M. NIDTH XO'-a" K/ OPTION (Z-5/4" 4) THRU -BOLTS [(2) EA. SIDE OF NEB] 9 0) 5TL. BM. RE: PLAN PV 2x NAILER 1W v". .' THREVED RODS OR NOTE FLOOR FRAMINO TrI DRIVE PINS TO TOP NOT 5HONN FOR FLAN6E (2x NALL CLARITY BEYOND) 00 fyi (1) 4-J C_ fa wJ 0 _0 (0 > T$0 DECKING 4-J H55 FASCIA 0 RE: PLAN � f � f C) Q CURVED STEEL BEAM RE: PLAN K/ T46 DRIVE PINNED TO TOP RZ C) 2 a 6 1/4 U) 4-J :2" 0 W V 1/4" C> SL /'4 C) O-OHANNEL- 5LOOKIN6, TYP. T4 DECKING G.L. 1/4 4 1 EACH ENr� H55 5LOOKINO TMBR BRACE RE: PLAN (RE: ARCH FOR FIN15H) 1/4 (2)-L 6x4xI/4 K/ (0-1/2" DIA THRU BOLT EACH $ 5 1/2 VIA INA5HER5 (2)-5/4" 4) THRU BOLTS AT 4" 5PONO 1/4 CURVED STEEL BEAM RE: PLAN K/ T46 DRIVE FINNED TO TOP 1/4x5" STEEL PLATE BACKIN6 EACH ANOLE (AT 5TL kq-50TN. ONLY) HEADER BEAM (BEYOND) RE: PLAN LVL COLUMN RE: PLAN (CONTINUOUS TO TOP PLATE) SC ALE: /4 = 1 1 -0 PLYND. OR 055 ROOF SHEATHING BLK6. BTkqN. RAFTERS a BRO., ATTACH K/ (5)-12d TOENAILS TO RAFTERS 4 (5)-12d TOENAILS TO TOP PLATE, TYP. IN SUB FASOI RE: ARCH. TYP. RE: ARCH. /L T.O. 5TL. MANUF. TRUSSES - RE: PLAN 5TL BEAM RE: PLAN K/ 2x NAILER DRIVE FINNED To TOP FLAN6E (NRAPPED) PER ARCH. SCALE: 1 /4 1'-0 CONO. TOPFINO RE: ARCH. FLOOR SHEATHING RE: PLAN T.O. PLYND. BLOOKINO FLOOR JOISTS RE: PLAN TIMBER BEAM RE: PLAN (LVL BEAM AT SIM) ScoALF: 5 /4" 1 1- o PLYkO. o '\ 055 R001" 5HEATHIN6 BLK6. 5THN. RAFTERS a BRO., ATTACH 1^V (5)-12d TOENAILS TO RAFTER-5 4 (5)-12d TOENAILS TO TOP PLATE, TYP. SUB FASCIA RE: ARCH MANUF. 50155OR TRUSSES - RE: PLAN 2X6 STUDS 0 N/ Y2" PLYIO"0- OR 05B 5HEATHIN6 ROOF SHEATHIN6 LADDER FRAMING PER 5CTN 4/55.5 :2x6 STUDS 1/2 PLYND. OR 0513 5HEATHIN6 I-JOISTS RE: PLAN 2x6 RAKE NALL L5L RIM JOIST MOW= PAN HATER PROOFI` RE: ARCH ROOF SHEATHIt MANUF. TRU55E' RE: PLAN LVL BEAM, RE: PLAN (AT 51MIL SECTION) 2x LEDGER RE: PLAN NOTES FLOOR 5HEATHINO CONT. 2x6 STUDS K/ 1/2" PLYND. OR 055 5HEATHIN6 2xI2 CONT LEDOER CUT INTO NALL (DO NOT OVERCUT 5TUD5) K/ 12d NAILS RE: PLAN (LOCATE PER ARCH) I15 CONT. STEEL EVCe ANOLE K/1/2" (P x 5" LAO as EA. JOIST 5HEATHIN6 4" STONE PAVERS AND OROUT ON KATERPROOf9NO MEMBRANE RE: ARCH SLOPIN6 ON RE: PLAN T.O. FLY PECK JOISTS RE: PLAN TIMBER BEAM RE: PLAN LVL BEAM RE: PLAN I -JOIST BLOOKINO PANELS (MATCH RAKE HALL 5FACINO) N/ (4)-IOd NAILS EACH PANEL SCALE: 5 /4"=1'-0 INTERIOR SHEAR W RE: 5CHDL. FOR N/ FLOOR SHEATHING OLUI-LAM BEAM RE. PLAN 5 /4 11 = 1 —c I � 7***rf=. @ INT. SHEARNALL - /4 5TL. 5M. RE: PLAN K/ 2x NAILER IW THREADED RODS OR DRIVE FINS TO TOP FLANGE 1/4" x 5" 5TL. PLATE W (2)- 1/2" VIA. x 5" LAG BOLT 2 5 enL I C; 2x6 STUDS N1 V2 PLYND. OR 055 5HEATHIN6 RE. PLAN T.O. PLYND. FLOOR JOISTS RE: PLAN ='SON DDONN a WALL PROVIDE THRU BOLT MANUF :P x 4 1/2" LAO T5 a 1 HEAR HALL FLOOR 5HEATHIN6 — I- JOISTS - RE: PLAN t-CONE. TOPPINO - RE: ARCH. @ TYP. LVL BEAM RE: PLAN RE. PLAN 2x6 STUD PACK RE: PLAN SOLID BLKO. BTPqN.— LOOKOUTS as BRe., - ryP.1 2x STRUCTURAL 5UB-FA501A, RE: ARCH, TYP. (4)-12d NAILS as EA. LOOKOUT (2-TOP 4 5TM) LOOKOUTS RE: PLAN 2X6 STUDS W IA PLYPO. OR 055 5HEATHIN6 4 C A LE SOALE: ! /4 " = 1' — O 5L TRUSSES - RE: PLAN (ROOF JOIST AT SIM) Johnson, Kunkel & Associates, Inc. 2001 Wadve mapping a n P.O. BOX 409 1286 CHMZRS AVE. Suite #200 PAGIR, co 81631 PHONE: (970) 328-6368 FAX- (970) 328-1035 WWW.JKALNDA.COM 40 m as 40 . 4 • m HBO A r A r A A A fff 061110� WEE r NUMB w?. WON U H55 COLUMN RE: PLAN w,6 K/ 515" STEEL BTM PL M K/ 1/2" (P THREADED RODS AT IV ox,. Q S .B SG L. : 5 /4 " CL 1 10 M r-i 2x 5TUDIo4ALL 00 ARC (BEYOND) RE: H H55 COL. RE: PLAN C) C> r111j 518 BASE PLATE (TYPI 5/5" x 5M. NIDTH XO'-a" K/ OPTION (Z-5/4" 4) THRU -BOLTS [(2) EA. SIDE OF NEB] 9 0) 5TL. BM. RE: PLAN PV 2x NAILER 1W v". .' THREVED RODS OR NOTE FLOOR FRAMINO TrI DRIVE PINS TO TOP NOT 5HONN FOR FLAN6E (2x NALL CLARITY BEYOND) 00 fyi (1) 4-J C_ fa wJ 0 _0 (0 > T$0 DECKING 4-J H55 FASCIA 0 RE: PLAN � f � f C) Q CURVED STEEL BEAM RE: PLAN K/ T46 DRIVE PINNED TO TOP RZ C) 2 a 6 1/4 U) 4-J :2" 0 W V 1/4" C> SL /'4 C) O-OHANNEL- 5LOOKIN6, TYP. T4 DECKING G.L. 1/4 4 1 EACH ENr� H55 5LOOKINO TMBR BRACE RE: PLAN (RE: ARCH FOR FIN15H) 1/4 (2)-L 6x4xI/4 K/ (0-1/2" DIA THRU BOLT EACH $ 5 1/2 VIA INA5HER5 (2)-5/4" 4) THRU BOLTS AT 4" 5PONO 1/4 CURVED STEEL BEAM RE: PLAN K/ T46 DRIVE FINNED TO TOP 1/4x5" STEEL PLATE BACKIN6 EACH ANOLE (AT 5TL kq-50TN. ONLY) HEADER BEAM (BEYOND) RE: PLAN LVL COLUMN RE: PLAN (CONTINUOUS TO TOP PLATE) SC ALE: /4 = 1 1 -0 PLYND. OR 055 ROOF SHEATHING BLK6. BTkqN. RAFTERS a BRO., ATTACH K/ (5)-12d TOENAILS TO RAFTERS 4 (5)-12d TOENAILS TO TOP PLATE, TYP. IN SUB FASOI RE: ARCH. TYP. RE: ARCH. /L T.O. 5TL. MANUF. TRUSSES - RE: PLAN 5TL BEAM RE: PLAN K/ 2x NAILER DRIVE FINNED To TOP FLAN6E (NRAPPED) PER ARCH. SCALE: 1 /4 1'-0 CONO. TOPFINO RE: ARCH. FLOOR SHEATHING RE: PLAN T.O. PLYND. BLOOKINO FLOOR JOISTS RE: PLAN TIMBER BEAM RE: PLAN (LVL BEAM AT SIM) ScoALF: 5 /4" 1 1- o PLYkO. o '\ 055 R001" 5HEATHIN6 BLK6. 5THN. RAFTERS a BRO., ATTACH 1^V (5)-12d TOENAILS TO RAFTER-5 4 (5)-12d TOENAILS TO TOP PLATE, TYP. SUB FASCIA RE: ARCH MANUF. 50155OR TRUSSES - RE: PLAN 2X6 STUDS 0 N/ Y2" PLYIO"0- OR 05B 5HEATHIN6 ROOF SHEATHIN6 LADDER FRAMING PER 5CTN 4/55.5 :2x6 STUDS 1/2 PLYND. OR 0513 5HEATHIN6 I-JOISTS RE: PLAN 2x6 RAKE NALL L5L RIM JOIST MOW= PAN HATER PROOFI` RE: ARCH ROOF SHEATHIt MANUF. TRU55E' RE: PLAN LVL BEAM, RE: PLAN (AT 51MIL SECTION) 2x LEDGER RE: PLAN NOTES FLOOR 5HEATHINO CONT. 2x6 STUDS K/ 1/2" PLYND. OR 055 5HEATHIN6 2xI2 CONT LEDOER CUT INTO NALL (DO NOT OVERCUT 5TUD5) K/ 12d NAILS RE: PLAN (LOCATE PER ARCH) I15 CONT. STEEL EVCe ANOLE K/1/2" (P x 5" LAO as EA. JOIST 5HEATHIN6 4" STONE PAVERS AND OROUT ON KATERPROOf9NO MEMBRANE RE: ARCH SLOPIN6 ON RE: PLAN T.O. FLY PECK JOISTS RE: PLAN TIMBER BEAM RE: PLAN LVL BEAM RE: PLAN I -JOIST BLOOKINO PANELS (MATCH RAKE HALL 5FACINO) N/ (4)-IOd NAILS EACH PANEL SCALE: 5 /4"=1'-0 INTERIOR SHEAR W RE: 5CHDL. FOR N/ FLOOR SHEATHING OLUI-LAM BEAM RE. PLAN 5 /4 11 = 1 —c I � 7***rf=. @ INT. SHEARNALL - /4 5TL. 5M. RE: PLAN K/ 2x NAILER IW THREADED RODS OR DRIVE FINS TO TOP FLANGE 1/4" x 5" 5TL. PLATE W (2)- 1/2" VIA. x 5" LAG BOLT 2 5 enL I C; 2x6 STUDS N1 V2 PLYND. OR 055 5HEATHIN6 RE. PLAN T.O. PLYND. FLOOR JOISTS RE: PLAN ='SON DDONN a WALL PROVIDE THRU BOLT MANUF :P x 4 1/2" LAO T5 a 1 HEAR HALL FLOOR 5HEATHIN6 — I- JOISTS - RE: PLAN t-CONE. TOPPINO - RE: ARCH. @ TYP. LVL BEAM RE: PLAN RE. PLAN 2x6 STUD PACK RE: PLAN SOLID BLKO. BTPqN.— LOOKOUTS as BRe., - ryP.1 2x STRUCTURAL 5UB-FA501A, RE: ARCH, TYP. (4)-12d NAILS as EA. LOOKOUT (2-TOP 4 5TM) LOOKOUTS RE: PLAN 2X6 STUDS W IA PLYPO. OR 055 5HEATHIN6 4 C A LE SOALE: ! /4 " = 1' — O 5L TRUSSES - RE: PLAN (ROOF JOIST AT SIM) Johnson, Kunkel & Associates, Inc. 2001 Wadve mapping a n P.O. BOX 409 1286 CHMZRS AVE. Suite #200 PAGIR, co 81631 PHONE: (970) 328-6368 FAX- (970) 328-1035 WWW.JKALNDA.COM 40 m as 40 . 4 • m HBO A r A r A A A fff 061110� WEE r NUMB w?. WON NAIL TOP PLATE TO ROC SHEATHING v41 10d NAILS TO MATCH SHEARNALL NAILIN6 ROOF OR FLOOR JOIST RE: PLAN PLY)elv. OR 055 ROOF 5HEATHINO 51a'�A ONTRG OPTION Q RAFTER PLAN. T' BLOOKIt PLYND. ROOF 51 FA501A RE: ARC w < BEVELLED BEARI PLATE ON BEAM. PLYj^v. OR - 058 ROOF 5HEATHINO RE: ARCH ROOF J015T5 RE: PLAN 5IMP50N A55 CLIP AT 24" ox, INTERIOR SHEAR WALL (RE: PLAN FOR ASME3LY) 2-PLY TRU55 AT SHEAR HALL RE: PLAN FOR LOCATION AND HIND LOAD ONTOTR OPTN - PROVIDE 5LOCKINO BETHEEN TRUSSES FOR LATERAL SHEAR LOAD PER MANUF OR CONTINUE NALL FLY TO ROOF FLY r 12 T`rF. C I NT. PART 5Ht=ARAALL 5 C A L E: 5 /4 " =1 ' - 0 - 7 L- 5 1/211 ,JOIST FRAMING NOT Q) z :2 5/4 Johnson, Kunkel PROVIDE 50LID BEARING STUD PACKS :2 5/4 SHONN FOR CLARITY LAND SURVEYING BEARING SADDLE- REO'D BY CIVIL ENGINEERING 0 STRUCTURAL BEARINC PLATE: 1/2" x ENGINEERING PLATE: z BM. NIDTH x0'-5 1/2 " K/ 51ME PLATES: 1/4" FLOOR 1/2" x 5M. HIDTH 1 10 - 1! 4 x5 xO'-IO" K/ W = 142 x0 -8 5/W w (0-5/4" 0 THRU-BOLT5 PLAN (OVERLAP X (4)-1/2 0 THRU-BOLT5 m FULL NIDTH OF RE: PLAN i� [(2) EA. SIDE OF ke][31 SIM CONDITION BOTH STEEL /L T.O. PLYND. I V BEAM K/ PLATES CO 4-J U H 7 H55 STUB COLUMN HOOD BEAM (MATCH COL BLN) CL STIFFENER RE: PLAN Q) z SCALE: - /"4 Johnson, Kunkel PROVIDE 50LID BEARING STUD PACKS Associates, Inc. n LAND SURVEYING BEARING SADDLE- REO'D BY CIVIL ENGINEERING 0 STRUCTURAL BEARINC PLATE: 1/2" x ENGINEERING PLATE: z BM. NIDTH x0'-5 1/2 " K/ 51ME PLATES: 1/4" FLOOR 1/2" x 5M. HIDTH SHE ATH I N 6 - 1! 4 x5 xO'-IO" K/ W = 142 x0 -8 5/W w (0-5/4" 0 THRU-BOLT5 PLAN (OVERLAP (4)-1/2 0 THRU-BOLT5 m FULL NIDTH OF RE: PLAN Ln [(2) EA. SIDE OF ke][31 /L T.O. PLYND. I V / CO 4-J U 110 H55 STUB COLUMN .518' VERTICAL NEB (MATCH COL BLN) STIFFENER CU 00 II C H55 COL. - RE: PLAN C) GNTRGTRS C) OPTION CV 0 I - 0 2x6 STUDS N/1/2" Q (2)-L 4x4x5/e5 N1 W-5/4"(P THRU -BOLTS EACH LEO FLOOR 5HEATHINO - --- - - - - - 0 RE: PLAN T.O. 5TL. 5M. 2 142 1/2 5TL. BEAM RE: PLAN N/ 2x NAILER DRIVE FINNED TO TOP FLANGE 1/4 aNTRcres OPTION O-OHANNEL BLOCKING, Typ. SCALE: H55 FASCIA RE: PLAN O.L (2)-L &x4xI/4 K/ (0-1/2" DIA THRU BOLT 2x(o STUDS k4l 1/2 PLYI^V. OR OSB 5HEATHIN6 D7 STONE VENEER RE: ARCH. L4X&XI14 P41TH 1/2" VIA. THRU -BOLT AT 1 1 -0 11 NATERPROOFINO - RE: ARCH ROOF 1.101 RE: PLAN 5TL. BEAM RE: PLAN K/ 2x NAILER DRIVE PINNED TO TOP FLANGE TtO DECKING CURVED STEEL BEAM RE: PLAN K T$6 DRIVE FINNED TO TOP 5 Co A L E: 5 /4 " = 1 '- 0 1/4" HEB STIFFENER EA. SIDE (Z-5/4"4> THROUGH BOLTS (STACSOERED) 1/4 1/4" X 5" 5TL BACKING EACH ANGLE (AT 5TL kq-BEAM ONLY) BLOOKINO K/ 5IMP50N A34 CLIP AT 1'-4" (AT 5HEARXALL) NOTE FRAMING PARR,ALLEL TO BEAM AT 51M 5OTN SIMP5ON L*70 EACH END BLOOKIN6 PANEL C1 1/2" LVL LEDGER OUT INTO STUD HALL (DO NOT OVERCUT) LEDGER RE: PLAN NOTES) O L RE: PLAN T T.O. PLYND. 0 RE: PLAN T.O. 5TL. BM:'V I I TYP. ! SIM. 5TL. BEAM RE: PLAN K/ 2x --L- NAILER DRIVE PINNED TO TOP FLANGE (CNTR NALL ABOVE ON STEEL BM. PLTYIL. UK Ut:)W 5HEATHINe 1000 ROOF SHE, -1 5LOCKINe ROOF -JO15 TRU55 RE: LVL BEAM JF. SCISSOR )5E5 RE: PLAN SCALE 5 /4 1' PLAN. FLYN( NEB f BLOO' PLYK ROOF FA50 RE: A 2x& e PLYHV. OR 05B SHEATHINO 'ALE: z / ; 4 if 1' WERFRAMIN6 RE: 4 NOTES 2xb 5TUD5 K/ Y:2" AD. OR 055 'THING : T4 DECKING CURVED STEEL BEA RE: PLAN K/ T46 DRIVE FINNED TO TOP 0 CHANNEL-\ BLKNO, Typ. 1/4 C.L. 1/4" x 5" 5TL BACKING EACH ANGLE (AT 5TL N-BEAM ONLY) H55 FASO I PLAN RE: PLAN 00-E 11 T.O. PLYHO. (2)-L bx4x 2x 5TUDKALL w/ K / (0 :2 IA YY PLY� OR THRU E30L �055 5HEATHIN6 LVL BEAM - -1 RE: PLAN CONT. BEVELLED BEARING PLATE ON BEAM. PI-Yko. OR 0515 ROOF 5HeATHiN6 12 ARCH If SCALE E-- C> RID6E BEAM RE: PLAN I-ROOF JOISTS - RE: PLAN LVL RID6E z SCALE: - /"4 Johnson, Kunkel PROVIDE 50LID BEARING STUD PACKS Associates, Inc. PLYI^V. WEB LAND SURVEYING STIFFENER AS REO'D BY CIVIL ENGINEERING V) STRUCTURAL ENGINEERING 0 z FLOOR FLOOR SHE ATH I N 6 - 1! 4 SHEATHIN6 FLOOR JOISTS RE. W = ON PLAN (OVERLAP m FULL NIDTH OF RE: PLAN Ln HALL) A IN /L T.O. PLYND. I V / CO 4-J C U') CU E301 5LOOKIN6 C 0 - 0 2x6 STUDS N/1/2" ru 501 SERIES PLYND. OR 055 (1) 5000 AT Iro" O.G. 5HEATHIN6 > (5TORA6E LOAD,) (--I- r*Ij T-4 4-J 0 RE: PLAN --- T.O. FLY < RE: ARCH Typ . T.O. 5TL. BMO C) Lr) C> r 5TL. BEAM RE: PLAN K/ 2x NAILER DRIVE FINNED TO fu TOP FLANGE (ONTR HALL ABOVE ON STEEL BM) AND 2x NEB PACKING Pq/ V) 4-J 5/4" 0 THRU 5OLT5 AT 15" O.C.. (IF RE0 r*-N C:) Q (2)-L 4x4x5/e5 N1 W-5/4"(P THRU -BOLTS EACH LEO FLOOR 5HEATHINO - --- - - - - - 0 RE: PLAN T.O. 5TL. 5M. 2 142 1/2 5TL. BEAM RE: PLAN N/ 2x NAILER DRIVE FINNED TO TOP FLANGE 1/4 aNTRcres OPTION O-OHANNEL BLOCKING, Typ. SCALE: H55 FASCIA RE: PLAN O.L (2)-L &x4xI/4 K/ (0-1/2" DIA THRU BOLT 2x(o STUDS k4l 1/2 PLYI^V. OR OSB 5HEATHIN6 D7 STONE VENEER RE: ARCH. L4X&XI14 P41TH 1/2" VIA. THRU -BOLT AT 1 1 -0 11 NATERPROOFINO - RE: ARCH ROOF 1.101 RE: PLAN 5TL. BEAM RE: PLAN K/ 2x NAILER DRIVE PINNED TO TOP FLANGE TtO DECKING CURVED STEEL BEAM RE: PLAN K T$6 DRIVE FINNED TO TOP 5 Co A L E: 5 /4 " = 1 '- 0 1/4" HEB STIFFENER EA. SIDE (Z-5/4"4> THROUGH BOLTS (STACSOERED) 1/4 1/4" X 5" 5TL BACKING EACH ANGLE (AT 5TL kq-BEAM ONLY) BLOOKINO K/ 5IMP50N A34 CLIP AT 1'-4" (AT 5HEARXALL) NOTE FRAMING PARR,ALLEL TO BEAM AT 51M 5OTN SIMP5ON L*70 EACH END BLOOKIN6 PANEL C1 1/2" LVL LEDGER OUT INTO STUD HALL (DO NOT OVERCUT) LEDGER RE: PLAN NOTES) O L RE: PLAN T T.O. 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