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HomeMy WebLinkAboutB13-0013 REV1 PLANS approvedReviewed for Code Compliance GENERAL NOTES: OWU n[ V rj nA u P / � * _ 03 \ GRAPHIC SCALE 1. DATE OF TOPOGRAPHY: MARCH 5, 2012. EXISTING TOPOGRAPHY PROVIDED BY EAGLE VT�VtiIN Uf V�IL 'V' rla berle at 2:07 fll, /�U a� Q4 04 SURVEYING, INC. NOTIFY ENGINEER IMMEDIATELY IF DISCREPANCIES ARE SUSPECTED. \� MOUND LEVEL SUBDRAIN =PL=AN 10 0 5 10 20 2. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING \ \\ I - 05 DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING, OR PHYSICAL FEATURES SHALL BE I 04 BROUGHT TO THE ATTENTION OF THE ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE WORK \ \ \ Cp f ` O6 \ \� \ WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN RISK. 3. ALL CONSTRUCTION SHALL MEET OR EXCEED ALL APPLICABLE STANDARDS ESTABLISHED IN THE I B c OO J/ \ ` _ 05 \ GRAVITY DRAIN TO HDPE & ( IN FEET ) TOWN OF VAIL AND BE SUBJECT TO OBSERVATION BY TOWN OF VAIL REPRESENTATIVES. A COPY \ \ \ \ \ OF THE CURRENT STANDARDS MUST BE OBTAINED BY THE CONTRACTOR. 0 UNDERGROUND DETENTION STORAGE. 1 inch = 10 ft. 4. PROVIDE DEWATERING FOR GROUND WATER ENCOUNTERED DURING EXCAVATION AND TRENCHING. \ \ `99\ �\ 06 SEE SHEET C1.1. CONSTRUCTION DEWATERING PERMITS ARE REQUIRED AND MUST BE OBTAINED BY THE \ 96 04 STONE VENEER WALL (TYP.) CONTRACTOR IF GROUND WATER IS ENCOUNTERED. DEWATERING IS CONSIDERED A PART OF THE WORK. NOTIFY OWNER AND ENGINEER IF GROUNDWATER IS ENCOUNTERED. REFER TO \9) \\ I I ��� �` I COORDINATE WALL DRAINS /WEEPS AS NECESSARY. GEOTECHNICAL STUDY FOR MORE INFORMATION. \\ 9 6 \ S 08 DRAIN TO DAYLIGHT. 5. REFER TO THE GEOTECHNICAL REPORT FOR SOILS RECOMMENDATIONS AND FOUNDATION DRAINAGE I j ,'�� \ \RE: ARCH. & STRUCT. REQUIREMENTS. PROVIDE FOUNDATION SUBDRAIN AS REQUIRED BY THE STRUCTURAL ENGINEER AND WATERPROOFING CONSULTANT. ( 1.7 4); 6. PROVIDE SUBDRAINS BEHIND ALL RETAINING WALLS & PLANTER WALLS, PER STRUCTURAL AND V \ I \ \ GEOTECHNICAL ENGINEERS' RECOMMENDATIONS. a . , I t 05 - 7. REFER TO ARCHITECTURAL, STRUCTURAL, AND LANDSCAPE PLANS FOR PATIOS, HOT TUB, WALLS, I \ 2.17 ` 06 \ HEATED AREAS, PLANTINGS, AND OTHER PROPOSED IMPROVEMENTS. ° I \ 1.0% \ 8. "TW" AND "BW" INDICATES FINISHED GRADE AT EXPOSED WALL. REFER TO STRUCTURAL DETAILS I / I \ 0. FOR ACTUAL ELEVATIONS. l J 9. NOTIFY OWNER AND ENGINEER IF NEED ARISES TO PERFORM WORK OUTSIDE OF PROPERTY. \ \ 13 ! % / %// \ 08 OBTAIN WRITTEN PERMISSION TO GRADE ON PROPERTY OWNED BY OTHERS. DO NOT PROCEED L. WITH WORK UNTIL PERMISSION IS OBTAINED. 10. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION ZONE TRAFFIC CONTROL. 11. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK SHOWN "BY OTHERS" WHICH EX. FLOODPLA /N INCLUDES BUT IS NOT LIMITED TO INSTALLATION OF UTILITY COMPANIES' FACILITIES. 8195.50) \ 1 % 2.74 %% \ 12. OBSERVATIONS OF THE WORK IN PROGRESS AND ON -SITE VISITS BY THE ENGINEER ARE NOT TO I I j 2.6,, ��� o s 0 \ BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S 1.O% \ )`� {O. I I , �,� / O` PROP TY LINE -7 O CONTRACTUAL RESPONSIBILITIES. i � � � \ 4.0' �- � � � 2.78/ �s` 4 \ 13. CONTRACTOR SHALL OBTAIN AT HIS EXPENSE ALL PERMITS, INSPECTIONS, AND MATERIALS I / _ \ `� 256 \ TESTING, WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK, INCLUDING SOILS AND \ I / / �2� ° 08 \ I ® 4.5 o \ COMPACTION TESTING. COPIES OF ALL PERMITS, INSPECTIONS, AND MATERIALS TESTING RESULTS I \ O - -- 4,' 11 0 I 1. o70 ' q,6 - - - -- - - - - -- 6 ARE TO BE SUPPLIED TO THE OWNER, AND ENGINEER AS SOON AS PRACTICAL. I ° 1.0 -1.0% , \ ,10 14. THE CONTRACTOR MUST INSTALL AND MAINTAIN EROSION CONTROL FACILITIES PER THE I G I \ �� ° I 'j - �r�2.83 I \ \ \ S STORMWATER MANAGEMENT PLAN. ADDITIONAL EROSION CONTROL MAY BE REQUIRED DEPENDING I �6 ON SITE CONDITIONS AND WEATHER AND IS CONSIDERED A PART OF THE WORK. CONTRACTOR IS I I �3 2.6 2 5 \ O \ RESPONSIBLE FOR HAVING A CDOT CERTIFIED EROSION CONTROL SUPERVISOR ON SITE TO I I 4 2.7 REGULARLY INSPECT ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES. I 05 %'/ � 15. THE CONTRACTOR SHALL MINIMIZE ALL OFF SITE SOIL TRACKING. ALL SOIL TRACKED OFF SITE \ 1�� 4 SHALL BE IMMEDIATELY CLEANED UP TO THE SATISFACTION OF THE ENGINEER AND /OR OWNER. O S I \ \ \ - \ \ 16. ALL AREAS DISTURBED BY CONSTRUCTION MUST BE REVEGETATED ACCORDING TO TOWN OF VAIL \ \ \09\ STANDARDS. CONTRACTOR MUST SUBMIT A PROPOSED SEED MIX TO OWNER PRIOR TO ' \ \ , REVEGETATION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FINAL I I ', `2.83 STABILIZATION OF THE SITE AND SUBMITTING AN INACTIVIATION NOTICE PER THE REQUIREMENTS 0� Z OF THE STORMWATER CONSTRUCTION DISHARGE PERMIT, IF APPLICABLE. L/ J I I \ �/ O 17 FINAL LIMITS OF DISTURBANCE. DEPENDING O CONTRACTOR NEEDS. CONTRACTOR VERIFY DISTURBANCE. IIF DISTURBANCEIS ESTIMATED BYCONTRATOR ATOEQUAL OR I I I f 05 / I ZZZ \ \ \ 2 \ \ EXCEED 0.50 ACRES, THEN A STORM WATER DISCHARGE PERMIT, FROM THE TOV MUST BE I , I II I 6 APPLIED FOR BY THE CONTRACTOR. IF AREA OF DISTURBANCE EQUALS OR EXCEEDS 1.0 ACRE, THEN A STORMWATER CONSTRUCTION ACTIVITIES COR030000, FROM THE STATE OF COLORADO, I I (8192.08) i /�. I 08 COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT WATER, IS REQUIRED FOR THIS I I PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPLY FOR THESE PERMITS AND ADHERE TO THE REQUIREMENTS SET FORTH BY THE STATE OF COLORADO AND TOWN OF VAIL CONCERNING I I y EROSION CONTROL. I 18. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF I (8193.33) FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE I I I I 09 PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. I 10 19. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS AND IRRIGATION FACILITIES DURING CONSTRUCTION AS NECESSARY TO PROTECT ROADS AND PROPERTY, AND PROVIDE CONTINUOUS IRRIGATION SERVICE. u I I I 20. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR I I (8186.92) I SAFETY IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE I I I ® I PARTY WITH ANY REGULATIONS RELATING HERETO. 21. ALL EXCAVATIONS FOR UTILITY LINES, CULVERTS, TRENCHES, OR TUNNELS SHALL MEET THE J U REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), COLORADO I 1 8 INDUSTRIAL COMMISSION, COLORADO DIVISION OF MINES, OR THE COLORADO DEPARTMENT OF TRANSPORTATION, WHICHEVER APPLIES. 22. STAGING AREA LOCATION TO BE DETERMINED BY CONTRACTOR WITH COORDINATION AND APPROVAL BY OWNER AND ENGINEER. ALL CONSTRUCTION EQUIPMENT, FUELING TANKS, FIELD 1 ' I Ia I 09 OFFICE, MATERIALS STAGING, ETC. SHALL BE LOCATED WITHIN THE LIMITS OF THE STAGING AREA. I CR 23. DISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE RESPONSIBILITY OF I I I r'� pO / 11 THE CONTRACTOR AND CONSIDERED PART OF THE WORK. 24 PROVIDE THE STORM DRAIINFSYSTEM ARE BELOW THE DOWNSPOUTS ROSSTALINEXTENT WHERE \�I \ l lCp I o ao • /// / T - o 4- GROUND LEVEL WALL o°Q RE: ARCH. & STRUCT. PROPERTY LINE / /12 \ O\ APPROXIMATE SHORING DEWATERING o II v 1 BORE TO 20' BELOW EXCAVATION _ RE: OTHERS (TYP.) PROPERTY LINE EX. 30' STREAM SETBACK 2W-Z-z cjIMZ 1 " C1j1?Czz 04 � 04 03 \ FOUNDATION SUBDRAIN NOTES: \ \ 05 - -_ BASEMENT LEVEL SUBDRAIN PLAN] 1. THIS PLAN IS INTENDED FOR FOUNDATION SUBDRAIN CONSTRUCTION ONLY. \ �- _ 04 2. TYPICAL FOUNDATION DRAIN SLOPE IS 1.0% MINIMUM, UNLESS INDICATED OTHERWISE ON THE \ \ \ � I 06 \ \� �7-7��C�77 T7/ PLANS. X00 p J 05 1 1 L INFORMATION WITH 2-1 PLA013. NY CHANGES APPROXIMATE. THE STRUCTURAL BASED T BETRUCTURAL \ \ \ I I / \ 4. REFER TO APPROVED PLA F STRUCTURAL, ARCHITECTURAL, LANDSCAPE, AND ADDITIONAL \ \\ 99\ IQ, INFORMATION BY OTHERS. �� 5. THE CONTRACTOR SHALL COORDINATE SUBDRAIN CONSTRUCTION WITH MECHANICAL, ELECTRICAL, W 04 STONE VENEER WALL (TYP.) / AND PLUMBING PLANS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE \ ) \\ I I '/ ��� �` 9 \ COORDINATE WALL DRAINS /WEEPS AS NECESSARY. ENGINEER. \ 96 08 DRAIN TO DAYLIGHT. 6. REFER TO MEP PLANS FOR POWER SUPPLY TO SUMP PUMPS, INCLUDING BACKUP GENERATORS \ c I j \ ��\ \ ` ARCH. & STRUCT. AND BATTERIES. \ CP 7. REFER TO THE GEOTECHNICAL REPORT(S) BY HEPWORTH - PAWLAK GEOTECHNICAL FOR SOILS \ > �. 15\ RECOMMENDATIONS AND FOUNDATION DESIGN AND DRAINAGE REQUIREMENTS. SEE HP JOB NO. 112 05 111A DATED JUNE 8, 2012 AND NOVEMBER 19, 2012. \ 8. SLOTTED PVC PIPE WAS INSTALLED IN BORINGS 1 AND 2 TO ALLOW MONITORING OF THE I I I \I \ / v \� 06 O GROUNDWATER LEVEL. THESE PIPES WERE DAMAGED DURING DEMOLITION OCTOBER 2012. 9. TWO ADDITIONAL BORINGS WERE DRILLED OCTOBER 12. REFER TO HYDRAULIC CONDUCTIVITY \ \ \ 0 _� SUMP PUMP DISCHARGE TO GRAVITY, TESTING AND ESTIMATED FOUNDATION DRAIN FLOW BY GANSER LUJAN & ASSOCIATES DATED I / \ UNDERGROUND DETENTION STORAGE TOWN OF VAIL COMMENTS: ao fz�4C77 T APPROXIMATE SOIL -NAIL WALL OR ALTERNATIVE. REFER TO SHORING & DEWATERING. RE: OTHERS NOVEMBER 2, 2012. \ \ \ \ 08 SEE C1.1, LOWER LEVEL CRAWLSPACE 10. IF WATER SEEPAGE IS ENCOUNTERED, THE FOOTING AREAS SHOULD BE DEWATERED BEFORE \ �� SUBDRAIN PLAN. CONCRETE PLACEMENT. � 0� \ � � \ 11. TEMPORARY AND PERMANENT SHORING AND DRAINAGE SYSTEMS SHALL BE COORDINATED BY THE CONTRACTOR. THE SHORING SHOULD BE DESIGN /BUILD BY A QUALIFIED CONTRACTOR WITH \ 03 x-95 8 I _l EXPERIENCE IN THE AREA. THE CONTRACTOR SHALL PROVIDE THE LATEST INFORMATION FROM THE \ �- I �-- --- ---- +---------;---- °�� °- SHORING SUBCONTRACTOR FOR INCORPORATION INTO THIS PLAN. 12. HORIZONTAL LAYOUT OF SUBDRAIN PIPES SHALL BE CONSTRUCTED PER DETAILS IN ACCORDANCE EX. FLOODPLA /N 1 I , '\-92.17 6 \ \ WITH GEOTECHNICAL AND STRUCTURAL ENGINEERS' REQUIREMENTS. WHEN FOUNDATION DRAIN ' ' \ ' 8195.50) I"ai 1 INVERTS ARE LOWER THAN THE ADJACENT BOTTOM OF FOOTING, THE PIPE AND SHALL BE � 0 CONSTRUCTED OUTSIDE OF THE FOOTER COMPRESSION ZONE. i - ____ _ PROPERTY LINE 13. DRAINS SHOULD BE PROVIDED FOR BOTH EXCAVATION DEWATERING AND A PERMANENT I II I ; (93.6__12 ___ 3.0 ____ _ /� 3.83 / 04 \ FOUNDATION DRAIN SYSTEM. IT MAY BE FEASIBLE TO INCORPORATE THE EXCAVATION DEWATERING \I I \ / DRAINS WITH THE PERMANENT DRAIN SYSTEM. \ \ 14. IF CONDITIONS ENCOUNTERED DURING CONSTRUCTION APPEAR DIFFERENT FROM THOSE DESCRIBED ��� � ° \ �' 08 \ IN THE GEOTECHNICAL REPORT, NOTIFY THE GEOTECHNICAL AND CIVIL ENGINEERS. FIELD I I I I� / 0.8 8�0 CONDITIONS MAY REQUIRE ADJUSTMENT TO THE FOUNDATION SUBDRAIN SYSTEM. I , \ S 15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ENGINEER AND MANUFACTURER 10 \\ \ \ FOR THE FINAL DESIGN AND INSTALLATION OF THE UNDERGROUND DETENTION STORAGE VAULT. �O I �3 4 1 i 4.9' 1.7 8' 2.90 .d is 1.00 r \ 6 •��, 2.48 09 \ I 05 92 2 0 ° 1.70 I195.5 1 2.17 � ' , • 7� �\ ```* 1 • \ \ 8� I`n1 H P ' 1. ° , .75 .7 _ _ 3... Og '1 _______ ______ ___ •1° 18.9 Z0772 I ' 2077 2 I I 1 6 '- -- -� i 2Z0 2.64 II 3 0.6 05 91.3 . a 1. 1.0% _ .0% / o; \ J I �\ \ 11.1 7.9 8.8 ; 9. 6 \ I I 6 • 1,61 87. ; 7.4 6 1.0% ' - 4' - -- ' 7 \ : ° (8192.08) ; 89.5 6.8 1� ° i� co:" 08 \ .f \ I I i 22...07' 7 3 3 0 10% 19.3) N 2' 7 9 L CONNECT TO SLAB UNDERDRAIN N I I I I I LOWER 09 . .. \ , LOWER CRAWLSPACE , . - - - -- 20 -- - - -- - - -- - o .08H RE: ARCH. & STRUCT. , - % , N 9 ro 1 2) 04 ,n'o I I INTERIOR BASEMENT SLAB ti _ ° HP93.3 o I UNDERDRAIN (TYP.)- \ \ '��7 ��o °° 3.10 ' X12 � \ 87.75 ---� - -1.88 14 13.5 ' 7, -- - -13 ° 17.9 c�i�° 01 93.30-,,- -- ------- ---- -- ° 1 T Approved by the I I I ° ��0 91.s 1.s6 0 3.11 2.s5 11 Design Review Board I l l I � `° -- ����� By Warren Campbell at 8:07 am, Aug 22, 2013 o� '' -�•. 00 0 01 _ 2 BASEMENT WALL RE: ARCH. & STRUCT. Q PROPERTY LINE I \ I' 0 • \ - ` ��7 FOUNDATION RAFT &MUD SLABS O ce) \ RE: STRUCTURAL 1� \ APPROXIMATE SHORING DEWATERING CO o I' SUBDRAIN (TYP.) -11 RE: OTHERS (TYP.) 00 BORE TO 20' BELOW EXCAVATION P. L - \ PROPERTY LINE °o0 ' EX. 30' STREAM SETBACK - ! o a. rx B13 -0013 SUBDRAIN PIPING LEGEND ---- ---- ------- ----- 4" SDR -35 PVC RIGID PERFORATED PIPE - - - 4" SDR -35 PVC RIGID SOLID PIPE - - �-- - - - - -- 8" SDR -35 PVC RIGID SOLID PIPE CLAY DAM CONNECTION OF PERFORATED PIPE TO SOLID PIPE UNDER FOUNDATION O CLEANOUT 93.79--"' PIPE INVERT ELEVATION 1.0% PIPE GRADE AND DIRECTION 18.3' PIPE LENGTH (81XX.XX) TOP OF FOOTING ELEVATION (RE: STRUCTURAL) 7j,Z4C7 Z7 APPROXIMATE SOIL -NAIL WALL OR ALTERNATIVE. 0 PEAK LAND CONSULTANTS, INC. 970 - 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL, CO 81657 M ~ z z Q J W 0 0- z Z z 7j,Z4C7 Z7 APPROXIMATE SOIL -NAIL WALL OR ALTERNATIVE. 0 PEAK LAND CONSULTANTS, INC. 970 - 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL, CO 81657 M ~ z z Q J W 0 0- z Z z W Q Q D � � >_ 00 W z zam LJ,J � � O ) ) z w > O w UIMENEMEN Y Q Q w p p W z z U D D 0 0 O N ON, E I o , .. z O z w w 0 0 z cn O CD w Cn cj:� : z w :!E w O Z =D o O (n w O > 5; F__ O w F- OQ w z DE :E O O w U Z w CO Q w Cn z c� o Q c D CO w CO o z z w CAD z o CD °Q o ° 0 c� o Of o w (D 0 0 0 0 0 0 N N N N N N \ \ \ \ O N co a0 or) 00 f- N (0 N Ln c0 O Z Ov. �p P • Bgy�o ?cP 38823 7 -15 -13 REFER TO SHORING & DEWATERING. DRAWN: RAB RE: OTHERS DESIGNED BY: RAB REVIEWED: RAB PLC JOB #: 1838 DATE: 11 /26/2012 SHEET RECEIVED C1 .0 By David Rhoades at 3:39 pm, Aug 02, 2013 T s M M _M O N CO N A 0 C) ti U a y 00 M 00 O Q 00 M 00 0� eO a P. 0 0 o o a. rx 0 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) -OWU By M Haeberle at 2:07 pm, Aug 21, 2013 Approved by the Design Review Board Q (�►� By Warren Campbell at 8:07 am, Aug 22, 2013 v 03 GRAPHIC SCALE -054 FLOWER CRAWLSPACE LEVEL SUBDRAIN PLAN 10 0 5 10 20 UNDERGROUND DETENTION STORAGE VAULT 04 �— — \ / RE: STRUCTURAL (SEE SHEET S24) c'o 06 �J 05 7R2 4 CT ° J / 0 FOUNDATION SUBDRAIN SYSTEM GRAVITY DISCHARGE PIPE 1 i( h FEEOT ) ft. SUBDRAIN MANHOLE #1 WITH O \ \r \ 07 SUMP PUMP (RE: AQUATEC) \ 95 08 I RIM = 8206.5 ACCESS VIA CRAWLSPACE SUMP ELEV =82.0 \ 96 \ \ ON ELEV =TBD ALARM ELEV =TBD (TO BE DETERMINED) INV IN NW =91.6, INV IN (E)=89.5, I 15 INV IN (NW) 86.8, INV IN (SW) 83.2, \ INV IN (SE) =86.8 INV: 8201.00 16 INV OUT (N) =02.8 (PUMP DISCHARGE) I OVERFLOW OUTLET PIPE FROM VAULT I 12"x8" I ^ N \ 08 TEE IN 8200.90 D/ \ FOR CONVEYANCE OF HIGH FLOWS. p DRAIN TO DAYLIGHT. ® I w CONNECT STORM DRAIN TO OVERFLOW OUTLET PIPE - \ (REFER TO SHEET C2.0) \ \ \ SUMP PUMP DISCHARGE TO GRAVITY, EX . CV 18 \ UNDERGROUND DETENTION STORAGE. �� \ I u 11(8195.50) 0 \ II IINV. 200.72 � RIP RAP OUTFALL PROTECTION FOR COMBINED DAYLIGHT OUTLET OF VAULT AND STORM DRAIN I 3 4 HP BORING 4 I 05 WATER AT 8188 II I I I OCT. 22, 2012 LOT 2 6� �IIII��II7/ �I HP BORING 1 —jam I I WATER AT 8192 I L MAY 16, 2012 \ I PROPERTY LINE I \ PROPERTY LINE "7 04 \ \ \ 08 \ \ �S 6 �04 04 HP BORING 5 \\ \0)\ \ \ WATER AT 8188 0 8 .9 OCT. 22, 2012 \ 6 \ \ \09\ 270 \ CONNECT TO SLAB UNDERDRAIN °Ire 6.83 2 75 \ I 111 \1 BASEMENT LEVEL. SEE C1.0. ; I \\ ' TOWER CRANE FOOTING 08 \ (81`22.08 I ' •8 RE: OTHERS LOWER CRAWLSPACE 8 .2 SLAB UNDERDRAIN (TYP.) 6.9 I 1.0% 19 3) I GEOEXCHANGE BORING & PIPING RE: MECH (TYP.) _ $• 3• LOWER CRAWLSPACE 09 0 1 y I 5• __ �° _ RE: ARCH. & STRUCT. I I I • 3 � 1 8 \ � << ° 1010 ° J 4-• - C°r NCI l� 0 0 \ �I \ o I( 30' STREAM SETBACK I n sta ad 1"o n Dimension 1a trout -Y� } La -S x 4 Slide Rail I " I 24 T GUIDE PIPE I I 1 w � 32 23 MIN. � GUIDE SIMPLEX 4' ANSI CLASS 125 FLAKGE 24%+ I I 11 I 12 > I t1 11 6Y; I �,,, li I 44 35'h MIN. a DISCHARGE I it i 1 c t If I 1 �® 1'TYPiCAI 13 I �/ p I I 11 l I i . 32 % OIA. - 4 HOLES __T 1'h' TYPICAL DUPLEX tA14 dtmcnu i4;rs are m snrhti bo sct use Wr c4nsiructsas) purpusea.j, V VU LDS PUMPS, INC. 01993 Goulds Pumps, Int;. Effective January, 1993 WATER TECKIiOLL1GIES GROUP SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE, PAINTED IN U.S.R. Sa ;:Cs f r <IC Ww W%W r;:ad 3SOIDL - BASEMENT WALL RE: ARCH. & STRUCT. O 00 1 1 --------- -- _ - -- - HP86.9 08 S ELEVATOR SUMP PIT & PUMP WITH OIL SENSOR (RE: MECH) _ 'Z_ / TOP OF SLAB = 8186.16 a SUMP ELEV =82.1 ✓ �� EM = ON ELEV =TBD ALARM ELEV =TBD (TO BE DETERMINED) \ INV IN =83.0 INV OUT =14.5 (DISCHARGE TO SUBDRAIN MANHOLE #1) I C R^ C J w APPROXIMATE SHORING DEWATERING W BORING 2 N BORE TO 20' BELOW EXCAVATION —WATER AT 8194 HP BORING 3 -RE: OTHERS (TYP.) PROPERTY LINE MAY 16, 2012. WATER AT 8193 MAY 16, 2012 X -Z -z C1?ZZX' C1j1?CZZ BILCO HATCH ELECTRICAL BOX STAINLESS STEEL LIFTING CABLE FLOATS Al SLIDE RAIL ASSEMBLY DUPLEX GOULDS PUMPS (S LAYOUT FOR 3SD 3x4 SLIDE RAIL) TOWER CRANE PAD TOP OF FOOTING (RE: STRUCTURAL) ELEV= 8182.58 4" CHECK VALVE VALVE KEY 4" GATE VALVE DISCHARGE TO UNDERGROUND DETENTION TSTORAGE VAULT VIA POSITIVE GRAVITY DRAIN (SEE SUBDRAIN PLAN SHEET C1.0) PLATFORM BY OHTERS 8' I.D. CONCRETE MANHOLE FOR TOWER CRANE AND SUBDRAIN PUMP s 4" DUCTILE IRON SUBDRAIN PIPING WITH LINK SEAL PENETRATIONS. SEE PLAN FOR ALL PIPES (TYP.) ELEVATION VIEW SUBDRAIN MANHOLE & DEWATERING PUMP NOT TO SCALE RIP RAP OUTFALL CMP BOTTOM ELEV. =8197 ,GROUNDWATER ELEV.=8194 + TOWN OF VAIL COMMENTS: 40 APPROXIMATE SOIL -NAIL WALL OR ALTERNATIVE. REFER TO SHORING & DEWATERING. RE: OTHERS .,--FLOW FROM FOUNDATION SUBDRAIN SYSTEM FREE DRAINING ANGULAR WASHED STONE 5' DIA. PERFORATED CORRUGATED METAL PIPE (TYPICAL, SEE PLAN FOR VAULT EXTENTS) GRANULAR BEDDING IMPERMEABLE LINER WRAPPED AROUND BEDDING & BACKFILL (SEE PLAN FOR PERCOLATION LOCATION) 0 PEAK LAND CONSULTANTS, INC. 970 - 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL, CO 81657 M 0 J W Z W U W W J W W J J 5� G 10,11, ZI Q z Q �g� Z�m o�� w0 v) _jU 0 J z wQO Q Z O LL ■l o�Pp 0 L � CF v• pP'•BgY• �'C!� 38823 • 7 -15 -13 • W DRAWN: RAB DESIGNED BY: RAB REVIEWED: RAB PLC JOB #: 1838 DATE: 2/1 /2013 SHEET C1.1 z w Z (D 0 O U Cn O W o� � w °- w Cn Cn V) Z Z W 0 CD 0 CD J cn O 5D w Or - M Of CL r2 r2 r� 0 CD N N W C14 CIA < N I I-j I CO O d N o�Pp 0 L � CF v• pP'•BgY• �'C!� 38823 • 7 -15 -13 • W DRAWN: RAB DESIGNED BY: RAB REVIEWED: RAB PLC JOB #: 1838 DATE: 2/1 /2013 SHEET C1.1 L- 0 0 N 0 N N A U) 0 N C) a y 00 co 00 Q 00 Cl) 00 0� CO a P. 0 0 o o � o a. rx Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF OVAIL1 By M Haeberle at 2:07 pm, Aug 21, 2013 0 Approved by the Design Review Board TOWN OF VAIL By Warren Campbell at 8:07 am, Aug 22, 2013 \Ix 9 CONNECT STORM DRAIN SYSTEM TO OVERFLOW OUTLET PIPE. DRAIN TO DAYLIGHT. (REFER TO SHEET C1.0) EX. FLOODPLAIN / 02 ' r0 / 3 RIP RAP OUTFALL PROTECTION FOR COMBINED----r,— hill! `J DAYLIGHT OUTLET OF VAULT AND STORM DRAIN I INV: 8200.331 I I I 13.1' -8" HDPEOO.5% Ij I I ' /(4 Ins INLET - (1) I RIM: 8203.90 SUMP: 8199.40 INV OUT. 8200.40 8" HDPE zor 2 ROOF DRAIN DOWNSPOUT CONNECTION (TYP.) 6 CONNECT PLANTER DRAIN TO STORM SYSTEM I7.1' -12" HDPE@0.5% INV. 8203.50 RIP RAP OUTFALL PROTECTION (TYP.) I y0 INLET - (2) RIM: 8207.10 0� SUMP: 8202.54 INV IN: 8203.54 8" HDPE INV OUT: 8203.54 12" HDPE \ I 000 INV: 8203.75 0 N W I \ 1 I I PROPERTY LINE I /' 0 0 '/ I EX. 30' STREAM 5EF11AOK 90 DEG BEND, LONG RADIUS \ INV: 8201.00 TRFNCH DRAIN INLET - (5) RIM: 8214.25 SUMP: 8208.00 INV IN: 8211.43 8" HDPE INV OUT: 8209.00 8" HDPE 7-/1z4C' z 10 0 INLET (6) RIM: 8217.00 SUMP: 8211.00 oS INV OUT: 8212.00 8" HDPPE 0 PROPERTY LINE 04 08 \ \ \ 820 S X06\ \ 09 / '7 �\\ I 08 \ I I I I I I � I I I � II I /I 82p5 I INV: 8205.00 08 Ob 09 ` /o$� U PROPERTY LINE �1ILL C1���11l CI�CL�' GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft. 7R -4C7 Z TOWN OF VAIL COMMENTS: 40 GRADING ELEVATION LEGEND — —7505— EXISTING CONTOUR x(18.01) EXISTING GRADE 2.4Z- SLOPE 7496 PROPOSED CONTOUR X18.66 PROPOSED FINISHED GRADE 1.8% PROPOSED FINISHED SLOPE 0 O ROOF DOWNSPOUT CONNECTION 13 0 AREA DRAIN OR CATCH BASIN 0 PEAK LAND CONSULTANTS, INC. 970 - 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL, CO 81657 M 0 J W C) Z W U) W 0. w J C) C) V W W J J 5- G z Q J a. � oZ Z�QZ) Of O U J I..L � wUQJ C� J W Q O vJ 1161'. HN-2. mme-, WIN. WIN. mars' 01-2. R Is z 0 z w w 0 0 z (D C/-) �w � � z w w 0 0 Z U o O F— U (n w > i O w F— LLI z _ O LIJ O Z W U w Q 0_ cn n- z CD o Q c D U) C/) A z o z z w CD O 0' C) <C o CD CD 0 ° o > C/) ° U CD Vi F— m Of O_ N N N N 2 2 CD O O O N N N N O O \ \ \ \ O NC-4 Ld N C4 O 00 \ \ N N N r\ 0 O©©E©N EW v• pP'•BgY• �cP U :pp ,' : O 38823 7 -15 -13 DRAWN: RAB DESIGNED BY: RAB REVIEWED: RAB PLC JOB #: 1838 DATE: 11 /26/2012 SHEET C2.0 r� M 0 N fA L, N 0 Cl) U 3 U U _5 U ao Cl) i7 00 M 00 0 W U 00 a oa o 0 _o � o ri. P4 UTILITY NOTES: 1. PEAK CIVIL ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE CONTRACTOR IS WARNED THAT CONFLICTS WITH EXISTING UTILITIES MAY EXIST. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES. ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF PEAK LAND CONSULTANTS, INC. SO THAT LINE OR GRADE CHANGES CAN BE MADE TO ELIMINATE ANY CONFLICTS WITH THESE EXISTING UTILITIES. 3. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 4. ALL SANITARY SEWER AND WATER LINE CONSTRUCTION FOR THE SEWER AND WATER SYSTEM SHALL CONFORM TO THE EAGLE RIVER WATER AND SANITATION DISTRICT (ERWSD) REGULATIONS AND SPECIFICATIONS AND SHALL BE ACCEPTED BY ERWSD PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK ASSOCIATED WITH THE SEWER AND WATER SYSTEM. 5. VARIANCES RELATED TO SEWER AND WATER SYSTEMS SHALL ONLY BE ALLOWED WITH WRITTEN AUTHORIZATION FROM ERWSD. 6. ALL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5 FEET PER EAGLE RIVER WATER AND SANITATION DISTRICT STANDARD SPECIFICATIONS. 7. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 7 FEET PER EAGLE RIVER WATER AND SANITATION DISTRICT STANDARD SPECIFICATIONS. 8. THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE -IN POINTS PRIOR TO CONSTRUCTION. 9. PROVIDE 10' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES OR ENCASE PER COLORADO DEPARTMENT OF HEALTH AND EAGLE RIVER WATER AND SANITATION DISTRICT REQUIREMENTS. 10. THE CONTRACTOR SHALL KEEP 2 SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS -BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO PEAK LAND CONSULTANTS, INC. AND THE OWNER UPON COMPLETION OF THIS WORK. WHERE PRACTICAL THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. 11. MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL ► By M Haeberle at 2:07 pm, Aug 21, 2013 Approved by the Design Review Board TOWN Of VA I t By Warren Campbell at 8 :07 am, Aug 22, 2013 \x \ X, EX. FLOODPLAIN —� �I 4 I Z0172 PROPERTY LINE �I5 II ( 05 6 I e (— — I 1100 o N iEX 30' STREAM W, ^' 8W - "GAS " \8W GAS, tQ -GAS- 8W � GAS I \ I I k� ELECTRIC SERVICE "GAS- yv GAS" CTV fR,4Cf Z' 0& �o 8�0 S \ \06� GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. GEOEXCHANGE BORING & PIPING RE: MECH (TYP.) 1 R,4C1 li 40 TOWN OF VAIL COMMENTS: ME L71 J 8W SEW 9\ n — SEW N �. 8W SEW SEW PTR f�NLINE "GAS" SEW Q - TES "TEY, lYl {L%E /f2T V - "- "GA�- CLi "GAS^ sEW SEW NIr "TEL- 8W ASN� "GAS W SEW 8W SE � "GAS" w � "GAS" z SEW SEW CTV "GAS" Sk \J CTV EX. WA TER SER VICE SEW — SEW w CTV 1 H - SE W z CTV EX. SANITARY SEWER SERVICE- I CTV CTV E, z CTV I - CTV W E- z 0 e " 11 Ft�:, PEAK LAND CONSULTANTS, INC. 970 - 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL, CO 81657 C'7 0 J w U Z W O ( ) NW Of w rJ� V — U W W J J z �oJ ::) n �o � Wo U�J aQJ w>� DI a a 111". NOR, NIO'. NIM-2. N". NOR o©©M o■ ■e ro.P.•BgY 2 (: � U :6 o •c" V) ��Q^••�. OILY • 7 -15 -13 . �� . �,.'� .�� F_ z w CD 0 z O U (n z O O w W ~ Z O w C� z o Q w CD z 0 J w (n z cn to N of O O z w Of U CD M Cr CL N N O - co N N O N N O N N W Q � r\n cn o©©M o■ ■e ro.P.•BgY 2 (: � U :6 o •c" 38823 w: ��Q^••�. OILY • 7 -15 -13 . �� . �,.'� .�� DRAWN: RAB DESIGNED BY: RAB REVIEWED: RAB PLC JOB #: 1838 DATE: 11/26/2012 SHEET C3.0 r nO m N M LO_M O N N E W A U U a W A ao Cl) C7 00 o co CO mu oa 0 0 o � o `K PLAN WATERPROOFING, INSULATION, AND DRAIN MAT. RE: OTHERS Reviewed for Code Compliance TOP OF FOOTING MIRAFI 140N Code: 2012 International Residential Code IRC FILTER FABRIC 1.0' MIN. U) OR EQUIVALENT B M Haeberle at 2:07 rim Aug 1 2013 BUILDING SLAB w TOWN OF IVAIL Y P � 9 � of KEEP PIPE OUTSIDE OF FOUNDATION COMPRESSION AREA. MUST BE Oo INSTALLED OF FOOTING /INVERT BELOW TOP Approved b the ....... pp Y GRAVEL PER GEOTECH Design Review Board Q� 9 5�... SDR35 PERFORATED PVC � VAIL By Warren Campbell at 8:15 am, Aug 22, 2013 COMPRESSION ZONE:' PERIMETER FOUNDATION DRAIN OF FOUNDATION FOOTING :: 1% TYPICAL OR SLOPE PER PLAN. COMPACTED STRUCTURAL FILL NOTE: FOR SUGGESTED DETAILING PER GEOTECHNICAL REPORT FOUNDATION SUBDRAIN OF BC&E' CONCEPTUAL WATERPROOFING E SHEET OOFIN 2 OF BC &E'S CONCEPTUAL WATERPROOFING (NOT TO SCALE) DETAILS DATED 9- 19 -12. RIP -RAP INTERIOR SLAB SUBDRAIN FINISHED APPROVED NATIVE BACKFILL PER pLANADE PER GEOTECHNICAL REPORT AS NEEDED NOT (TO SCALE) GRAVEL PER GEOTECH IMPERVIOUS COMPACTED MATERIAL. USE SDR35 ON -SITE MATERIAL IF RECOMMENDED PERFORATED PVC BY GEOTECHNICAL ENGINEER. FOUNDATION DRAIN o� 0, 0 000��o o� p o 00 — — \OO OOoO -- 0 ) - MIRAFI 140N� — FILTER FABRIC OR EQUIVALENT INSTALL CLAY DAM TO FORCE WATER INTO SOLID PIPE CLAY DAM (NOT TO SCALE) BUILDING FOUNDATION SDR26 SOLID PVC 36" MIN. FENCE POST TOP OF ' 0' -2" jA NO. 0200704 COLUMN FOOTING FLUNDISTURBED PAINT: CASTINGS ARE FURNISHED 0' -6" GROUND EMBED FILTER CLOTH 1' -0" 1.0' MIN. N. MIN. 8" INTO GROUND 2. WADDLES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER 2' -0" MIRAFI 140N 3. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL 1,167 ---BOUND BALES PLACED ON 4. FILTER FABRIC NO. 0200760 USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 1,867 EROSION CONTROL WADDLES g V) OR EQUIVALENT INLET AND OUTLET .° ADAPTORS AVAILABLE CD U C _0 V) ° z BUILDING SLAB CONTOUR j � GRAVEL PER GEOTECH ° Ld SDR35 PERFORATED PVC ........................... .... COLUMN FOUNDATION DRAIN. i 1% TYPICAL SLOPE OR PER PLAN. s(o PREPARED SUBGRADE ...... COMPACTED STRUCTURAL FILL oQ . = .......... .......... ...... PER GEOTECHNICAL REPORT ..... .:::::.- ---- - - - - - -- - -- LL :::: COMPRESSION ZONE : :.... IF WASHED OR SCREENED ROCK IS USED IN LIEU OF :::::OF FOUNDATION FOOTING.. . STRUCTURAL FILL, A FILTERING GEOTEXTILE FABRIC SUCH AS MIRAFI 50OX SHOULD BE PLACED ON THE PREPARED KEEP PIPE OUTSIDE OF FOUNDATION SUBGRADE PRIOR TO PLACEMENT OF THE WASHED OR COMPRESSION AREA. MUST BE INSTALLED SCREENED ROCK. REFER TO GEOTECHNICAL REPORT. W/ INVERT BELOW TOP OF FOOTING. — COLUMN SUBDRAIN AS NEEDED NOT (TO SCALE) GRAVEL PER GEOTECH IMPERVIOUS COMPACTED MATERIAL. USE SDR35 ON -SITE MATERIAL IF RECOMMENDED PERFORATED PVC BY GEOTECHNICAL ENGINEER. FOUNDATION DRAIN o� 0, 0 000��o o� p o 00 — — \OO OOoO -- 0 ) - MIRAFI 140N� — FILTER FABRIC OR EQUIVALENT INSTALL CLAY DAM TO FORCE WATER INTO SOLID PIPE CLAY DAM (NOT TO SCALE) BUILDING FOUNDATION SDR26 SOLID PVC SECTION " ' ^" FENCE (MIN. 14 1/2 GAUGE, iH SPACING) 6" MIN. FENCE POSTS, RIVEN MIN. 16" INTO ROUND -T STRUCTURAL FILL PER GEOTECHNICAL REPORT TO BE HAND PLACED (SIZE AS NOTED) PUMPED GROUT (TYPICAL) FORMED FACE 12" 4" (MIN) 6" (MIN) COMPACTED GRANULAR BEDDING MATERIAL SIDE SLOPE SMALLER ROCKS TO BE HAND PLACED FOR SLOPE STABILIZATION 1 =NGTH = 4 X D 4 TYP B TRANSITION SLOPE MAX FLARED END SECTION (SIZE AS REQ'D) j CONDUIT BEDDING (AS REQ'D.) PREPARED SUBGRADE B FILTER FABRIC (TYP) SECTION A -A -NTS- ................ ... . . . . . . . . . . . . . . ; - . . . . . . . . . . . . . . . . . . . . . . XISTING HAND P [SLOPE 4.1 H(TYP),� LACED RIP- ;.< ............ .... << (SIZE AS NIIZ RA. OUTLET CONDUIT FLARED END SECTION (SIZE AS NOTED) FORMED FACE FILTER FABRIC (TYP) SLOPE 1:1 (MAX) COMPACTED GRANULAR BEDDING MATERIAL -D END SECTION (SIZE AS NOTED) STORM SEWER OUTLET ISOMETRIC VIEW SMALLER ROCKS TO BE HAND PLACED OVER TOP OF FLARED END SECTION FOR SLOPE STABILIZATION � 6" (MIN) 0 0 �. W = 4xD -I (MIN) SECTION B -B -NTS- STORM SEWER OUTLET AS REQ'D e I -20 PRECAST COVER H 356 Ibs. - 533 Ibs. NO. 0200130 (6 ") NO. 0200120 (4 ") CAST IRON 24" x 24" INLET GRATE AND FRAME 280 Ibs. NO. 7202410 H -20 PRECAST COVER 356 Ibs. - 533 Ibs. NO. 0200130 (6 ") NO. 0200120 (4 ") svvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvv 2' -8" LIFT HOLES PLAN VIEW 18" x 18" x 2" KNOCK -OUT (TYPICAL) COVER PLATE AND FRAME 100 Ibs. SECTION A —A NO. 7403030 PREPARED SUBGRADE (TYPICAL) OPTIONAL COVERS 2'x 2' STORM DRAINAGE INLET The stone for the drainage out fall shall have a natural appearance which shall include native stone tot he creek and stone covering those portions of the pipe which are visible. This shall be in place at the time of final planning inspection. STRAW BALE DIKE FLOW !� 4" VERTICAL FACE U BEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE--- FLOW 36" MIN. FENCE POST WOVEN WIRE FENCE (14 1/2 GA. MIN., 6' MESH SPACING) WITH FILTER CLOTH GRATE HAS H -20 (HEAVY TRAFFIC) 0' -2" jA NO. 0200704 20" MIN. FLUNDISTURBED PAINT: CASTINGS ARE FURNISHED 0' -6" GROUND EMBED FILTER CLOTH 1' -0" BY CONSTRUCTION, INCLUDING DRAINAGE WAYS MADE TEMPORARILY N. MIN. 8" INTO GROUND 2. WADDLES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER SECTION " ' ^" FENCE (MIN. 14 1/2 GAUGE, iH SPACING) 6" MIN. FENCE POSTS, RIVEN MIN. 16" INTO ROUND -T STRUCTURAL FILL PER GEOTECHNICAL REPORT TO BE HAND PLACED (SIZE AS NOTED) PUMPED GROUT (TYPICAL) FORMED FACE 12" 4" (MIN) 6" (MIN) COMPACTED GRANULAR BEDDING MATERIAL SIDE SLOPE SMALLER ROCKS TO BE HAND PLACED FOR SLOPE STABILIZATION 1 =NGTH = 4 X D 4 TYP B TRANSITION SLOPE MAX FLARED END SECTION (SIZE AS REQ'D) j CONDUIT BEDDING (AS REQ'D.) PREPARED SUBGRADE B FILTER FABRIC (TYP) SECTION A -A -NTS- ................ ... . . . . . . . . . . . . . . ; - . . . . . . . . . . . . . . . . . . . . . . XISTING HAND P [SLOPE 4.1 H(TYP),� LACED RIP- ;.< ............ .... << (SIZE AS NIIZ RA. OUTLET CONDUIT FLARED END SECTION (SIZE AS NOTED) FORMED FACE FILTER FABRIC (TYP) SLOPE 1:1 (MAX) COMPACTED GRANULAR BEDDING MATERIAL -D END SECTION (SIZE AS NOTED) STORM SEWER OUTLET ISOMETRIC VIEW SMALLER ROCKS TO BE HAND PLACED OVER TOP OF FLARED END SECTION FOR SLOPE STABILIZATION � 6" (MIN) 0 0 �. W = 4xD -I (MIN) SECTION B -B -NTS- STORM SEWER OUTLET AS REQ'D e I -20 PRECAST COVER H 356 Ibs. - 533 Ibs. NO. 0200130 (6 ") NO. 0200120 (4 ") CAST IRON 24" x 24" INLET GRATE AND FRAME 280 Ibs. NO. 7202410 H -20 PRECAST COVER 356 Ibs. - 533 Ibs. NO. 0200130 (6 ") NO. 0200120 (4 ") svvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvv 2' -8" LIFT HOLES PLAN VIEW 18" x 18" x 2" KNOCK -OUT (TYPICAL) COVER PLATE AND FRAME 100 Ibs. SECTION A —A NO. 7403030 PREPARED SUBGRADE (TYPICAL) OPTIONAL COVERS 2'x 2' STORM DRAINAGE INLET The stone for the drainage out fall shall have a natural appearance which shall include native stone tot he creek and stone covering those portions of the pipe which are visible. This shall be in place at the time of final planning inspection. STRAW BALE DIKE FLOW !� 4" VERTICAL FACE U BEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE--- FLOW FIELD INLET OR CATCH BASIN GRATE 1" REBAR FOR LIFTING AND REMOVAL DUMP STRAP (2) SILTSACK® I NOTE: LENG rH = I DEPTH = D INSTALL SILTSACK PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WDTH = W EMPTY OR REMOVE SEDIMENT FROM SILTSACK WHEN RESTRAINT CORD IS NO LONGER VISIBLE. CLEAN, RINSE AND REPLACE AS NEEDED. FIELD INLET OR CATCH BASIN SILTSACK IS CUSTOM MADE FOR EACH BASIN SIZE (L x W x D). CONTACT ACF ENVIRONMENTAL (1- 800 - 644 -9223) SILTSACK INLET SEDIMENT CONTROL DEVICE TRENCH BACKFILL CLASS 6 ROADBASE - UNDISTURBED SOIL PIPE SUBGRADE CL LO r I 1 3/4" INSIDE WALL UNLESS NOTED ON PLANS, USE TYPE CAST -IRON GRATE 3/16" SHOWN CONSEAL 102 3/16" 3" JOINT DETAIL 18" x 18" x 2" KNOCK -OUT (TYPICAL) TYPICAL ALL SIDES NOTES: 1. DESIGNED FOR AASHTO HS -20 LOADING. 2. DESIGNED ACCORDING TO ASTM C857 -87 AND ASTM C858 -83. M WQ z of U w TOWN OF VAIL COMMENTS: IF P"" T BAS "SH SEE CHART FOR HEIGHTS DRAINAREA = 62.7 SO. INCH WT. GRATE HAS H -20 (HEAVY TRAFFIC) 0' -2" DOT RATING QUALITY: MATERIAL SHALL NO. 0200704 CONFORM TO ASTM A48 - CLASS 30B n iv PAINT: CASTINGS ARE FURNISHED 0' -6" WITH A BLACK PAINT DETAIL CONSTRUCTION SPECIFICATIONS CHECK DAMS SHALL BE PLACED IN ALL DRAINAGE PATHWAYS AFFECTED 1' -0" BY CONSTRUCTION, INCLUDING DRAINAGE WAYS MADE TEMPORARILY NO. 0200720 DURING CONSTRUCTION. 2. WADDLES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER 2' -0" HEIGHT OF FILTER 3. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL 1,167 ---BOUND BALES PLACED ON 4. CHECK DAMS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR NO. 0200760 USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 1,867 EROSION CONTROL WADDLES g INLET AND OUTLET ADAPTORS AVAILABLE CD U _0 V) = 16" MIN. z CONTOUR w Ld VARIOUS TYPES OF J OUTLETS WITH M _3 —,L ~ ~ WATERTIGHT ADAPTORS > LL o0� FOR: 2 RE -BARS, STEEL PICKETS, OR 2"x2" STAKES CORRUGATED POLYETHYLENE — 8" MIN. 1 1/2' TO 2' IN GROUND, DRIVE STAKES CORRUGATED PVC ULTRA -RIB PVC FLUSH WITH BALES. PERSPECTIVE VIEW O w ANCHORING DETAIL CONSTRUCTION NOTES FOR FABRICATED SILT FENCE w 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS: STEEL EITHER T OR U TYPE OR CONSTRUCTION SPECIFICATIONS FENCE POSTS WITH WIRE TIES OR STAPLES. 2" HARDWOOD. ~ a- 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE: WOVEN WIRE, 14 1/2 GA. 6° 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" MAX. MESH OPENING. WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. AT TOP AND MID SECTION. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND PLACED 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH FILTER CLOTH: FILTER X, MIRAFI 10OX, SO THE BINDINGS ARE HORIZONTAL. OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES STABILINKA T140N OR APPROVED 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE -BARS AND FOLDED. EQUAL. DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN z TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND PREFABRICATED UNIT: GEOFAB, STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. MATERIAL REMOVED WHEN "BULGES" DEVELOP IN ENVIROFENCE, OR APPROVED 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY THE SILT FENCE. EQUAL. AS NEEDED BY THE CONTRACTOR. 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO 5. SILT FENCE MUST BE INSTALLED BEFORE 0 BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. BEGINNING CONSTRUCTION. SILT FENCE Q J STRAW BALE DIKE FIELD INLET OR CATCH BASIN GRATE 1" REBAR FOR LIFTING AND REMOVAL DUMP STRAP (2) SILTSACK® I NOTE: LENG rH = I DEPTH = D INSTALL SILTSACK PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WDTH = W EMPTY OR REMOVE SEDIMENT FROM SILTSACK WHEN RESTRAINT CORD IS NO LONGER VISIBLE. CLEAN, RINSE AND REPLACE AS NEEDED. FIELD INLET OR CATCH BASIN SILTSACK IS CUSTOM MADE FOR EACH BASIN SIZE (L x W x D). CONTACT ACF ENVIRONMENTAL (1- 800 - 644 -9223) SILTSACK INLET SEDIMENT CONTROL DEVICE TRENCH BACKFILL CLASS 6 ROADBASE - UNDISTURBED SOIL PIPE SUBGRADE CL LO r I 1 3/4" INSIDE WALL UNLESS NOTED ON PLANS, USE TYPE CAST -IRON GRATE 3/16" SHOWN CONSEAL 102 3/16" 3" JOINT DETAIL 18" x 18" x 2" KNOCK -OUT (TYPICAL) TYPICAL ALL SIDES NOTES: 1. DESIGNED FOR AASHTO HS -20 LOADING. 2. DESIGNED ACCORDING TO ASTM C857 -87 AND ASTM C858 -83. M WQ z of U w TOWN OF VAIL COMMENTS: IF P"" T BAS "SH SEE CHART FOR HEIGHTS CULVERT BEDDING DETAIL 2 RE -BARS, STEEL PICKETS, OR 2 "x2" STAKES 1 1/ NCH DIAMETER )SION WADDLES SCREENED ROCK DRAINAREA = 62.7 SO. INCH WT. GRATE HAS H -20 (HEAVY TRAFFIC) 0' -2" DOT RATING QUALITY: MATERIAL SHALL NO. 0200704 CONFORM TO ASTM A48 - CLASS 30B n iv PAINT: CASTINGS ARE FURNISHED 0' -6" WITH A BLACK PAINT CULVERT BEDDING DETAIL 2 RE -BARS, STEEL PICKETS, OR 2 "x2" STAKES 1 1/ NCH DIAMETER )SION WADDLES SCREENED ROCK 13.50" 150 I C� O O O C= �m BEDDING HINGED GRATE COVER ZONE FOR EASY ACCESS a 12" CAST IRON GRATE 1/4 O.D., 6" MIN 1'x1' DRAIN INLET RISER NUMBER v mIrvnvmum rr'uin ury�C_. WT. OTHERWISE SPECIFIED BY ENGINEER 0' -2" FRONT VIEW NO. 0200704 9 -INCH DIAMETER FLOW EROSION WADDLES 0' -6" CROSS- SECTION 1. DETAIL CONSTRUCTION SPECIFICATIONS CHECK DAMS SHALL BE PLACED IN ALL DRAINAGE PATHWAYS AFFECTED 1' -0" BY CONSTRUCTION, INCLUDING DRAINAGE WAYS MADE TEMPORARILY NO. 0200720 DURING CONSTRUCTION. 2. WADDLES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER 2' -0" (2) TWO STAKES OR RE -BARS DRIVEN THROUGH THE BALE. 3. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL 1,167 BE MADE PROMPTLY AS NEEDED BY THE CONTRACTOR. 4. CHECK DAMS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR NO. 0200760 USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 1,867 EROSION CONTROL WADDLES 13.50" 150 I C� O O O C= �m BEDDING HINGED GRATE COVER ZONE FOR EASY ACCESS a 12" CAST IRON GRATE 1/4 O.D., 6" MIN 1'x1' DRAIN INLET RISER NUMBER HT. WT. NO. 0200702 0' -2" 77 NO. 0200704 0' -4" 154 NO. 0200706 0' -6" 233 NO. 0200710 1' -0" 467 NO. 0200720 V -6" 700 NO. 0200730 2' -0" 933 NO. 0200740 2' -6" 1,167 NO. 0200750 3' -0" 1,400 NO. 0200760 4' -0" 1,867 BASE NUMBER HT. WT. NO. 0200530 2' -0" 1,283 NO. 0200540 2' -6" 1,512 NO. 0200550 3' -0" 1,750 NO. 0200560 4' -0" 2,217 LIFT HOLE 1" DIA. EACH SIDE *(1) ADAPTORS CAN BE MOUNTED ON ANY ANGLE 0' TO 359- .I 0 PEAK LAND CONSULTANTS, INC. 970 - 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL, CO 81657 M J w U Z W O U W ry W J r� V W W J J L 0 U)IJ z< J O O J U0 JU (D J w C) w; � IM N. N. N. N. NOR o 12 CAST IRON H -20 z RATED GRATE I w x c� w z x °ww x g INLET AND OUTLET ADAPTORS AVAILABLE CD U _0 V) 4" THRU 10" z w Ld VARIOUS TYPES OF J OUTLETS WITH M _3 ~ ~ WATERTIGHT ADAPTORS > LL o0� FOR: CORRUGATED POLYETHYLENE — SDR -35 SEWER — CORRUGATED PVC ULTRA -RIB PVC 12" DRAIN BASIN 0 PEAK LAND CONSULTANTS, INC. 970 - 476 -8644 FAX 970 - 476 -8616 1000 LIONS RIDGE LOOP VAIL, CO 81657 M J w U Z W O U W ry W J r� V W W J J L 0 U)IJ z< J O O J U0 JU (D J w C) w; � IM N. N. N. N. NOR o z w z x °ww g CD U _0 V) Z = Ld / M _3 ~ ~ LL o0� O w � o O w <n ~ a- 0- a w to U CD N N z z z � D _ lk� o 0 O Q J cn co O 0:f w � U CD CO Ckf Cl- C,4 N r7 FD ° o 0 cD N N co C-4 W N \ N N Q N V-) CO O a— N 1`7 r z o,PpO L l CF � 'P.•BgY 2 '� 38823 •• 7 -15 -13 DRAWN: RAB DESIGNED BY: RAB REVIEWED: RAB PLC JOB #: 1838 DATE: 11/26/2012 SHEET Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAII t BY M Haeberle at 2:07 pm, Aug 21, 2013 2 WALL FACING FOR 1 PERMANENT MICRO PILES OR ALTERNATIVE BY >?w OTHERS. 200' -0" RAFT FOUNDATION DESIGN PER HP REPORT CLEARANCE PER PLAN 0 193' -0" 192' -1 ' - III -III ° III 189' -3" I =III I rD SECTION D OIL 1 193' -10" 193' -0" PER PLAN RAFT FOUNDATION DESIGN PER HP REPORT 186-11" ' d- N i� 184' -0" ° � III =III _III —I I 2 �IIIII�LI = 179' -6" III_II u III I� TOWER CRANE III, =, FOOTING BY OTHERS rF SECTION F SSE 1 /4l 1' -0" C? N O H 0 U) WALL FACING FOR W PERMANENT a MICRO -PILES OR 11 ALTERNATIVE BY OTHERS. LE 200' -0" SLOPING TO 208' -0" C? N O H 0 U) CLEA1ANCE PER PLAN .µ 4 W n CO C\J LO a 193' -7" or DEL. @ H SIM. OJ RAFT FOUNDATION DESIGN PER HP LE REPORT \ RANCE PER PLAN \\ 193' -0" �z OIL 1 'I / 92' -1" or 193' -4" @ G SIM. _IIII CV - III —II 189' -3" or 190' -6" _III @ G SIM. — ITi= 1I1 =1II =� - G SECTION G SSE 1/4" H SECTION H / H SIM. SSE 1/4" = 1' -0" CV 90' -6" co WALL FACING FOR PERMANENT MICRO -PILES OR ALTERNATIVE BY OTHERS. - VARIES TOWER CRANE FOOTING BY OTHERS 184' -0" - IIII= 11 IIIII- `� —III —ITI =1 1I- L SECTION L 203' -0" @ E SIM. 202' 10" I- 1I _2_ �1 -I I I— III - -III— 200' -0" I" CLEARANCE PER PLAN F7 L2 184' -0" 3.1ty2• III �II WALL FACING FOR PERMANENT �O MICRO -PILES OR `r ALTERNATIVE BY OTHERS. 179' -6" I�TOWER CRANE I I`III1 =1 IIII II FOOTING BY OTHERS K SECTION K SSE 1/4" 193' -7" k / j= III =III= I 8200 I /� 01 � IIIIII \ \ I P2 99 l \\ 97 \ 96 \ 184' -1 " �\ \ \ 1 ' 19 193' -4" I I III =I 1' -4" 193' -0.. IIII �I RAFT FOUNDATION I I I DESIGN PER HP REPORT WALL FACING FOR PERMANENT MICRO -PILES OR 18 -11" ALTERNATIVE BY OTHERS. N - 184' -1" l— SECTION J SSE 1/4" ° 195' r RAFT FOUNDATION 193' 4" DESIGN PER HP `° _ REPORT I —III— 192' -1 " h IIIIII �I11 I CV 189' -3" I= IIIIII __ WALL FACING co PERMANENT MFO CRO -PILES III II— III =III —III OR ALTERNATIVE BY 11= 1I1 =11I OTHERS. I SECTION WALL FACING FOR PERMANENT MICRO -PILES OR ALTERNATIVE BY OTHERS. RAFT FOUNDATOOP DESIGN PER HP REPORT \ E SECTION E SSE 1 /4" = 1' -0" rB SECTION B \ \ \ \ SSE WALL DESIGN TO ACCOMMODATE VEHICULAR LOADING, COORDINATE SIZE OF \ VEHICLE WITH CONTRACTOR B OC 202' - 1011 E SS E SIM \ �� � I 5 209' -0" 208' -0" WALL FACING FOR PERMANENT SOIL NAILING OR ALTERNATIVE BY OTHERS. RAFT FOUNDATION DESIGN PER HP REPORT CLEA1ANCE PER PLAN .µ 4 U n CO C\J LO 193' -4" 193' -7" or DEL. @ H SIM. 193' -0" It It 193' -4" or 192' -1" @ H SIM j4 (3) T FOUNDATION -III —III N 193' -0" ti 'ORT Al 90' -6" Li d. O . N O iv 00 c SECTION C O RAFT FOUNDATION WALL DESIGN TO 1/4" = 1' -0" o iv ACCOMMODATE VEHICULAR LOADING, COORDINATE I O� CY) Q O DESIGN PER HP 190'-6" J P OF FL W FILL REPORT W> or 189' -3" H SI _ 11 TOP OF FLO FI L 2' -0 "; 200' -0.. J =III —III —I III'�IIII 4 -� I WALL FACING FOR PERMANENT MICRO -PILES OR in ALTERNATIVE BY ° OTHERS. IIIIIIII N 184'-1" I III - H SECTION H / H SIM. SSE 1/4" = 1' -0" CV 90' -6" co WALL FACING FOR PERMANENT MICRO -PILES OR ALTERNATIVE BY OTHERS. - VARIES TOWER CRANE FOOTING BY OTHERS 184' -0" - IIII= 11 IIIII- `� —III —ITI =1 1I- L SECTION L 203' -0" @ E SIM. 202' 10" I- 1I _2_ �1 -I I I— III - -III— 200' -0" I" CLEARANCE PER PLAN F7 L2 184' -0" 3.1ty2• III �II WALL FACING FOR PERMANENT �O MICRO -PILES OR `r ALTERNATIVE BY OTHERS. 179' -6" I�TOWER CRANE I I`III1 =1 IIII II FOOTING BY OTHERS K SECTION K SSE 1/4" 193' -7" k / j= III =III= I 8200 I /� 01 � IIIIII \ \ I P2 99 l \\ 97 \ 96 \ 184' -1 " �\ \ \ 1 ' 19 193' -4" I I III =I 1' -4" 193' -0.. IIII �I RAFT FOUNDATION I I I DESIGN PER HP REPORT WALL FACING FOR PERMANENT MICRO -PILES OR 18 -11" ALTERNATIVE BY OTHERS. N - 184' -1" l— SECTION J SSE 1/4" ° 195' r RAFT FOUNDATION 193' 4" DESIGN PER HP `° _ REPORT I —III— 192' -1 " h IIIIII �I11 I CV 189' -3" I= IIIIII __ WALL FACING co PERMANENT MFO CRO -PILES III II— III =III —III OR ALTERNATIVE BY 11= 1I1 =11I OTHERS. I SECTION WALL FACING FOR PERMANENT MICRO -PILES OR ALTERNATIVE BY OTHERS. RAFT FOUNDATOOP DESIGN PER HP REPORT \ E SECTION E SSE 1 /4" = 1' -0" rB SECTION B \ \ \ \ SSE WALL DESIGN TO ACCOMMODATE VEHICULAR LOADING, COORDINATE SIZE OF \ VEHICLE WITH CONTRACTOR B OC 202' - 1011 E SS E SIM \ �� � I 5 209' -0" 208' -0" WALL FACING FOR PERMANENT SOIL NAILING OR ALTERNATIVE BY OTHERS. RAFT FOUNDATION DESIGN PER HP REPORT 2 �1 209' -0" 208' -0" WALL FACING FOR PERMANENT SOIL NAILING, MICRO -PILES OR ALTERNATIVE BY OTHERS. CP 60 CLEARANCE PER PLAN RAFT FOUNDATION DESIGN PER HP REPORT rA SECTION A _ , 1, E WALL DESIGN TO 1/4 - 1 -0 ACCOMMODATE VEHICULAR LOADING, COORDINATE SIZE OF VEHICLE WITH CONTRACTOR IF FLOW FILL TOP OF GRAVEL '10' -0'. 209' -10 3/4" TOP OF GRAVEL 209' -10 3/4" 77/��/� ///771 TOP OF F O LL iii A \ / TOP 6F F L I I U / g U _BOC 05 ` \ \ OP FLOW F1L \ I \ TOP OF FLOW FILL T 20 � 200' -0" 20 '= I \ \ \ 1 I 206,_0„ TOP FLOW FILL E BACK FILL PLAN 20 zos'_0° — — L_ NO SCALE SSE ❑ v, SIM Boc \ 202' 0" 0 \ TOW \ V °BOW 203' -0" 'AL RO 193' -4" 1 \ \ \ BOW ]TO CCESS 190' -6" IRAINAGE 6 / \ \ 07 IM OF TOW A SLOP ON 193' -10" TOW / 08 \ BOW TOW \V / \ / ./9 09 A 178' -1,. 191' -0" \ \ / G TO� F E / / �� \ SSE o SIM o Bow 20�'� ; ; / u \ 10 v i AV DEPTH a / �UT I OF '' 190' -6" iS / 11 \ o / FOU DAT ° ER EET T-2�4,. 11 \ 1 12 . X �\ SE Q/ - AV C TC / TING C M P O� FT S B/ \ SSE 1 2 � 1 -4 \ \ BOW / BO RA SLAB \ 178' -1" 184' 1" \ �XCA T N PTH -478" 7 2' -312 1 SHADED AREA \ \ F A / 58" 1 1 DENOTES INFILL O RA S B g18 -11" SSE` T 3 AB., 00 / OR ALTERNATIVE BY OTHERS 69 / v PROPERTY LINE TYPICAL I 09.9 BOW ��, 190' -6" / / � 05 12 BOW 190' -6" \ \ TOW 09 / 06 TOW\ / \�/ \\ \ \208' 0" 08' -0" C / 07 SSE / 8210 i 10 08/ SIT I ATION / EXCAVATION PLAN / / • 193' -0" GROUND WATER LEVEL AS SHOWN ON SUBSOIL STUDY FOR 1/8" = 1' -0" 08.9 09.3 FOUNDATION DESIGN BY HP GEOTECH JOB NO. 112 111A DATED 8 JUNE 2012 • FOUNDATION FOOTPRINT DIMENSIONS TO BE USED FOR SITE STABILIZATION WALL LAY OUT ONLY. SEE SHEET S1 FOR FOUNDATION DIMENSIONS. — 09 — EDGE OF 0917 ASPHALT ROAD i Z LLI a M 0 N J D W, W a M N Q N 0 U) W Of M O N J W rn CLEA1ANCE PER PLAN .µ 4 U n CO C\J LO 193' -4" 19 193' -0" It It W (3) T FOUNDATION -III —III N iIGN PER HP II —III- III II ti 'ORT Al 90' -6" Li d. O . N O 00 c SECTION C O SSE WALL DESIGN TO 1/4" = 1' -0" o iv ACCOMMODATE VEHICULAR LOADING, COORDINATE I O� CY) Q O VEHICLE WITH CONTRACR \ Q J P OF FL W FILL J W> 1/4" = 1' -0" (/ TOP OF FLO FI L v 200' -0.. J 4 2 �1 209' -0" 208' -0" WALL FACING FOR PERMANENT SOIL NAILING, MICRO -PILES OR ALTERNATIVE BY OTHERS. CP 60 CLEARANCE PER PLAN RAFT FOUNDATION DESIGN PER HP REPORT rA SECTION A _ , 1, E WALL DESIGN TO 1/4 - 1 -0 ACCOMMODATE VEHICULAR LOADING, COORDINATE SIZE OF VEHICLE WITH CONTRACTOR IF FLOW FILL TOP OF GRAVEL '10' -0'. 209' -10 3/4" TOP OF GRAVEL 209' -10 3/4" 77/��/� ///771 TOP OF F O LL iii A \ / TOP 6F F L I I U / g U _BOC 05 ` \ \ OP FLOW F1L \ I \ TOP OF FLOW FILL T 20 � 200' -0" 20 '= I \ \ \ 1 I 206,_0„ TOP FLOW FILL E BACK FILL PLAN 20 zos'_0° — — L_ NO SCALE SSE ❑ v, SIM Boc \ 202' 0" 0 \ TOW \ V °BOW 203' -0" 'AL RO 193' -4" 1 \ \ \ BOW ]TO CCESS 190' -6" IRAINAGE 6 / \ \ 07 IM OF TOW A SLOP ON 193' -10" TOW / 08 \ BOW TOW \V / \ / ./9 09 A 178' -1,. 191' -0" \ \ / G TO� F E / / �� \ SSE o SIM o Bow 20�'� ; ; / u \ 10 v i AV DEPTH a / �UT I OF '' 190' -6" iS / 11 \ o / FOU DAT ° ER EET T-2�4,. 11 \ 1 12 . X �\ SE Q/ - AV C TC / TING C M P O� FT S B/ \ SSE 1 2 � 1 -4 \ \ BOW / BO RA SLAB \ 178' -1" 184' 1" \ �XCA T N PTH -478" 7 2' -312 1 SHADED AREA \ \ F A / 58" 1 1 DENOTES INFILL O RA S B g18 -11" SSE` T 3 AB., 00 / OR ALTERNATIVE BY OTHERS 69 / v PROPERTY LINE TYPICAL I 09.9 BOW ��, 190' -6" / / � 05 12 BOW 190' -6" \ \ TOW 09 / 06 TOW\ / \�/ \\ \ \208' 0" 08' -0" C / 07 SSE / 8210 i 10 08/ SIT I ATION / EXCAVATION PLAN / / • 193' -0" GROUND WATER LEVEL AS SHOWN ON SUBSOIL STUDY FOR 1/8" = 1' -0" 08.9 09.3 FOUNDATION DESIGN BY HP GEOTECH JOB NO. 112 111A DATED 8 JUNE 2012 • FOUNDATION FOOTPRINT DIMENSIONS TO BE USED FOR SITE STABILIZATION WALL LAY OUT ONLY. SEE SHEET S1 FOR FOUNDATION DIMENSIONS. — 09 — EDGE OF 0917 ASPHALT ROAD i Z LLI a M 0 N J D W, W a M N Q N 0 U) W Of M O N J W rn = ♦����� vi /���1 W U n CO C\J LO ._ .. N r C.0 00 O It It W (3) D N ti W d. O . N O 00 O W O Q > o = ♦����� vi /���1 W v Z W D N W � O W o v CY) Q O CC Q J u J W> v J J SSE of Reviewed for Code Compliance The trellis shall not extend Code: 2012 International Residential Code (IRC) TOWN OF VAIL By M Haeberle at 2:07 pm, Aug 21, 2013 into the rear setback mare than 4 feet. Revised site 1_ �9 - v TOL y 4 4y 5 6 -� ;- \ landscape etc. plans shall X15 be submitted showing �' A / CO � - ___ I � TOW \ \ BOULDERS BEAR UPON 13 14 215' -8" \ FLOW-FILL AND ARE DOWELED / O ADJOINING RETAINING � ATIO ___ -_ W - co m p I i a n ce prior to the start - -- - - - - - -- PATI P \ WALL PICAL CO CRETE/- \ / `` ` 212'3° 2 13' -9" ` - - - -- \ of the construction of the UND R�GRbUND \ / DETE T�PN STORAGE i \ \ 16 69 \ 7 I VAULT OM OF CONCR LID 202 TOP OF F OTING 196. 40 - �� SEE FULL P NON �� A V / / \ i / - - - - - - PAGE S24. , r j� V A � 1 �'� \ BOTTOM OF SPA SLA / \ \ TOW \ \ l / - =, -- - \ 208' -9" / _ ----- ------ \ 215' -8,. \ % - i PATIO _ 215-4 4\ 12 "DIl�.STORM --- - -- - -- -- ------------- - - - -�\ \ \ / DRAIN �UT TOO \ % V A C / -- ;' DAYLIGHT SEE \� \ r------------------------------------------- - - - - -- - -- -- ---------- - - - - -� \ 7 SHEET C1.1 / \ \ j - -- -- Ii - -_ - �� i - - - i I \ \ SIM. l _ -_ - -- \ TOL / STEP V 67 �� i A % TOF 209' -0' i y TOW \ = TOW 1 12 TOW ; �I PATIO 1 ; -- - - -- 204' -0' \ i 218' -0 3/8' S 13 S23 215' -3 3/8" j 1 I 1 i \ \ \ V � � � 1 216' -10 3/4" 3 �� - -- - - -- ' - - - - - -- - I / \\ TO TOP OF SLAB STEP SIM. BOULDERS BEAR ; - -- - 69 UPON FLOW -FILL 1 17 TOW 208' -0" i TOW A 67 i \ 209 -8 8" 203,x9„ 8„ STEP STEP S13 �� /'�\ - -i- TYPICAL - -= ; l DGE ,\ JF �� TOW TOP O SLAB TOW TOW TOW - - -- - - - - -- - - - -- - - -- - - ` TOW ��fOW - - - - - -- - ; _ -� PATIO �/ B ERS BEAR UPON / I / / 203' 1" 2081 8" 208' 0" 218' -0 3/8" / \ 18 TOW \ 202' -9" TOP OF SLAB 67 - � i ----------------------- 215' -8" � � � FLOW -FIL INI DARE DOWELED - _ _ _ INTO ADJO N TAINING 195' -6" S 13 1 TOW TOP OF STRUCTURAL SLAB + + - - - - - - - - + + - J- -i -- OW ,- 1 rS5x5x1 /4 - -:�- � - -' - - -- - \ WALLS TYPICAL ABO E 202' -9" TOW V + + �I + I S EP 202' 9" 203' -9" EP TOW I TOF -� - - - - - - - - - ++ % - - - -- I - 4 TOF PATIO T W 1' -0" TOP OF PLYWOOD TOW 21T-6 V /4" 195' -2" 209' -10 3/4' 9 I 98 201' -0° �— S23 j 204' -0" 97 218 -3 L — — _ — — — — — — — — — — — — — J �5`' I v �o I / I � �� � � ' "i� T � � �. I � �� � 69 TOW I \ 201 oo 218 6 I 34 � 201' -0" EP 8' A i 1 5' -2" �� 216' -2" TOL I t�, 113 T TOW TOW PATIO TOP 82 \ W �,- -� S 16 07 209' -0" rt I - / 21T-6 3/4 . I 4 , -h1�� 18' -0 3/8" 211' -10" TOP OF SLAB /�ti S21 � - F.D. S19 CO \ 78 I 5 3 1 P 1'8" T / / I - - - -- A / _ "' co 7 0 00 co ; TO Si I B �� �t _ + + - - - r � lr� P / ST P I� % STEP 217'-6 OF I, 3 TO I - - + oo STEP 35 STEP • TOW / TOW 10' 6 3/ i 4 TOW W - TOW TOW 21T -6 3/4" 11' -10" 81 TOP SLAB F.p. 17 / 203' -1 2 OW I OF SLAB \ TOF - TOF I �- - / - -- co 64 TOP OF SLAB : T I A �� - / -_ - -- 5' -0" 10 I 6x36 4 I P OF AB 2 1" S20 I 192' -2" \TOE 204' -0" I / 09' -1 21 T -6 3/4'; / 5 TOW � - 218' -2" � A � A 195' -6 S 13 203' 9" TOP OF B - / 3 „ / 1' V -4" 209' 0" 2 82 I I TOW 195' -6" \ 211' 10" or _ TOW \ _ _ \ �, I TOL / OP OF L B I I -- OP OF SLA r �� / � � TOP OF SLAB � 11' -10" 215 8 ' -0 209' 10 3/4" _ T P 4SL 4 205 -0 I 2 I 1' -7, 4 (2, „ I 6'- �4" 205' -0" 195' -6" \ TOP OF S AB I ¢ 1 / \ \\ I I TOW .D. / D. TOW I F.D. OF L B T ; 1,0' -8 3/ " \ \ - \ 5' -3" J 0„ V -8 "I / ' 85 84 F.D. - -- -- I OP OF SLAB 1 TOP OF POOL 203' -1" OP OF SLAB 205' 0" OP OF SLAB 203' -10" � nv \ - / All 21 TOP OF SLAB -- 04' -10" WINDOW 204' -10" �4-� " ` _ 1Q'�� 4' _ 19 -2 TOW 16- 213'-6" / \ TOPOFPOOL SLA , - - - --- - T. O- St�B- -I - -I� `b TOP F LAB T P OF POOL LA� TOW g ' 8" '� / _ - % 212' -10" 76 - TILE TOW TANK' 211' -10" 66 - - ! -0" \ I I Zo`�- 4 69 / O 6 3/4" 212' -10" OTHERS 19 — — A , S 16 F.D. TOP OF \ 03 0" or TOV1/ TOW' S1 3 3 A PA 10 _ _ TOW + F.D. (� 21 4 1 - , - - - - 217' -6 3/4" 1' -0' 68 0' ;� / / O 218' 0 3 8" 203',25' W - OW 21 ' 6" -10" 2 35 ER- o -- -- - - - - -- r - ----- - - - - -- - - -,_ -- ; -- S1, 'T O SLAB D. STE OW SI . 21T�6 209' -10 3/4" i 1 T W 203' -10" or STEP TOW TOW T01�V 20 ' -10" or 8" 6 ", F - -- S1 � - i N STEP � TOW OP OF SL - - -- - -- - 193' -10" - I / \`\- �i / 1 4' -2' 211' -10" TOW 218 0 3/8' _ 218' -0 3/8" 194'-2" 209'- 3/4" , 210` -6 3 2 3/ P 000 J TO 34 i 4 TOW N - - - ;� TO TOW STEP ( _ 3,_4„ 1' 4„ 3, 4„ 1 216' -2" TOW -� J _ ,� _ _ _ C �— co 50 + �� + + + �'� TOW � N �` ' - - - -- 32 -- 32 32 / 0 �+ TOW 216-0" 213' -0 3/8" 5 ^ S 14 TOP OF SLAB O X / S 218'-0 3/8" \ / �- \ f + �EP k� " w v - -- ' ��� I W STEP 195' -6" TOW TOP OF SLAB 195' -6" T�W `O� O 203'-10" or 73 4� 6 I 60 i TOF TOW 3.3 83 m 8 ` P OF SLAB TOW oo �' III �'',II / / 201' -0" 3-_g�- + g 5 118 218' -0 3/8" 208' -7 3/4" } \ S20 Q 21V-1 0" S 15 Ji STEP STEP I STEP P / S23 SLAB SLAB 1 SLAB SL�B i / I 6" 8" TOP OF SLAB TOW TOP OF SLAB' TO d - 195' -5 3/4" 194' -10" 195' -5 3/4" 1 N w Q FO TOW SIM. U) <i F.D. 20T -6" I I TOL 72 - OP OF SLAB I TOW 207' -0'I S 17 j 218 -0 3/8" 2171 6 3 /Q" 6 8 TOP OF PLYWOODI 10' -8 3/4" 1 218' -3" TOW STEP T POFS B % li M IE co 218_ � (j$ TOP OF PLYWOOD 218' -0 3/8" TOW 208' -3° S 15 - _ N 185-11" 12 o i -10 3/4" \ \ TOP OF SLAB TOW TOL J 207' -0 3/8" 8" TOP OF SLAB TOP OF SLAB,/ 193 -4 208 0 3 -- TOW 186 -11 i 106 j I � � � I F.D. OP�OF SLAB � II I M / TOL 195' -6" 192' -3' 194' -7" ` TO _ -0 3/8 PATIO — S17 , 1s P OF SLAB ABOVE 195' or TOW 210' 6 3/4" \ 20W TOP O S B " 206' 0" ) 208 6 _- - ------ - - - - -- TOW / TOP OF B B 195 -6„ 195' -3" 8" 6" 209' 10 k I O 209' -10 3/ II W - 71 TOP OF PLYWOOD I I 2003 0" - 212' -0" TOW 208' -3" I BENT PLATE S (x 10" WIDE /4 S20 TOW 192' -3" i � � � � � 87 I I , � � i ,� � 6X-3/4" � � 4" AND 8" LEGS (LLV) w/ 4 - 3/4" 212'_8" 194' -10" 1 06 -- S16 / �, '� �� DIA. EPDXY ANCHORS (4 M „ OF' OF-- � � TOP OF PLYWOOD i TOP OF LAB S17 F.D. 218 3 6X31$ 31 fi O TYPICAL) STEP $" 74 2 M TOW E TOP OF SLA AB �I / TOL STEP 192 -3 192'-111 TOW TOW 2' 0, X I 6ksx1 TO S18 _ TOL I O / 194' -10" 90' -1" _ - 18T -1„ 31 F 218' O 209' -10 3/4" 8„ 4„ N _ + + 18' -4" MIN. PIT < P 28 28 / TOW F.D�P OF SLAB rn- L _ _ _ _ 3/8" _ _ TOW _ } 192' -1" +� TO OF SLAB 37 TOW + 117 - �AB 208' 1 7/8" 8 �� �� 192' -3� 8., / N 33 1 TB0�4x } 186ELEV. TOP OF SLAB +�A N S23 72 \ O in �4" L 7 - - }� STEP - / R17 \ \TOP OF SLAB O _ _ _ 53 TO / / 1 TO g" / +�+ 19 ' -3" + + �� + - -- CHASE OR 105 30 t l 2 184' -11" S22 '* 30 18T 1" 5�0 STORE 6 I j , i P 70 207 -8" 0 �.�� 33 �`b +�A�C' / - -- ELEVATOR PIT S23 TOW �I �� J 33 O '� TOP OF�SLAB 195 3" �I 31 TEP 3�_ S 16�- /, S o .� o I v� N ti - �_- eX l P� g� Q STEP +^ �� 186' -11" ^� TOW / + 3 TOW �� �1�, O� +�0 31 9 G + T.O.S. OVE _ m 1 2 N ------------------------------------------------- / / p +� C 0 _ F.D. O O ��� CD cn u� 191'-4" - -- + �? w Q I T TOP OF SLAB BOULDERS BEAR J 195' -3' 1 PATIO!, M 8„ ^L J 30 L� `' / i 1 OP OF SLAB PO 26 m 193' -4" 208' -6 "11 GRADE TYP GARBED Q , F.D. UND 33 + j ` Q, $$ ^� �I ) . PLO 192' 3' } TOP OF SLAB --- - - - - -- -------------------- 5 OP OF SLAB - 6„ SE AGE 5 8 TOP OF PLYWOOD OVERFRAME � 101, � _ — - - -- - - - - -- --- - - - - -- \ 192' -1 " 184' +� \D ,� ^� -11" � 2' -0" i TOP OF PLYWOOD TOL II I _ \ 26 +� k TOW g" TOW 208' -3' 87 20T -0 3/8" I dX' Q 211, -2" FLOOfj RAIN OP OF PLYWOOD 210'-6" - - -- - - - -- - -- 2' 0„ 9 J� d O �<v TS ^ - �--- - - - - -- � F.D. / _ / TOW I � STEP - � O � m 27 � A 218' -3" �� II i I II M \ 0 0 ti 27 O O 9 +Q <U f TOW S20 TOP OF SLAB OP OF SLAB � 194' -10" I TOL P Q m O� +ice � a m i 195' -3" 2" 6" 6 iv + cn cn / /, STEP 4" TOW + + A 27 27 �e0 J SIM. 0 5� „ I STEP w S 13 TOW - - - - -- -209 -0 TOW TOW T W TOW - 192' -3" 192' -1 " Q� TOW TOW 8 + TOF 194' 10" 209 0 (STEP I \ 195' -6" - - - - -- 208' -0 3/8" 26 TOL 6 r 17 208 0 3/8 201' 0" SIM. L TO TOW T — 20T 0 3/8" - - � - - S6 211' -3" S 16 54 +� +o�� 27 J l l � � TOW 211' -3" I - / STEP N I TOW S 1 O 00 \ I i TOW Tow i 13 Tow row - - 208'- /30 8" �5 P� TOL / --- - - - - -- -- - -- 1 \ I TOW/// „ ---- - - - - -- - -20T -0 3/8” _ TOL 2" 6' 6' STEP TOW STEP ! ! °O _M 7'- 0 195' -6" 20T- 101/2" N - UPON FLOW-FILL 17 208 0 TOW 207 -10 1 /2 TOW I O TOL N co TOL - -- - - - - -- _ -- J TOP OF SLAB II �I STEP � � `� 8 -0" S6 _ - - -� 208' -4 1/2" _ _ _ - TOW STEP STEP I I I - -- = - ---r - -_ -_= -� E � 209' -0" TOW TOW I I '�! i �', - -- - ----------- - - -- - - - - -- I ! TOP OF SLAB - -------- - - - - -- ------ - - - - -- -- \ ----------------------- -20$'- X1/4 "--- - - - - -- --- - - - - -- - - -- ' ----- - - - - -- ------------------- - - - - -- - - - - -- ---- ------ - - - - -- I / 8210 �--- - - - --� \� .`_, : ; ------ - - - - -- — ------------------------------ \ I I \ DRAIN �\ , i 09 208' -3 3/4° FOUNDATION PLAN \ 1 08 1 no TOL r I ,II e n 00 ._ N r O O O It It 2171 6 3 /Q" 6 8 TOP OF PLYWOODI 10' -8 3/4" 1 218' -3" TOW STEP T POFS B % li M IE co 218_ � (j$ TOP OF PLYWOOD 218' -0 3/8" TOW 208' -3° S 15 - _ N 185-11" 12 o i -10 3/4" \ \ TOP OF SLAB TOW TOL J 207' -0 3/8" 8" TOP OF SLAB TOP OF SLAB,/ 193 -4 208 0 3 -- TOW 186 -11 i 106 j I � � � I F.D. OP�OF SLAB � II I M / TOL 195' -6" 192' -3' 194' -7" ` TO _ -0 3/8 PATIO — S17 , 1s P OF SLAB ABOVE 195' or TOW 210' 6 3/4" \ 20W TOP O S B " 206' 0" ) 208 6 _- - ------ - - - - -- TOW / TOP OF B B 195 -6„ 195' -3" 8" 6" 209' 10 k I O 209' -10 3/ II W - 71 TOP OF PLYWOOD I I 2003 0" - 212' -0" TOW 208' -3" I BENT PLATE S (x 10" WIDE /4 S20 TOW 192' -3" i � � � � � 87 I I , � � i ,� � 6X-3/4" � � 4" AND 8" LEGS (LLV) w/ 4 - 3/4" 212'_8" 194' -10" 1 06 -- S16 / �, '� �� DIA. EPDXY ANCHORS (4 M „ OF' OF-- � � TOP OF PLYWOOD i TOP OF LAB S17 F.D. 218 3 6X31$ 31 fi O TYPICAL) STEP $" 74 2 M TOW E TOP OF SLA AB �I / TOL STEP 192 -3 192'-111 TOW TOW 2' 0, X I 6ksx1 TO S18 _ TOL I O / 194' -10" 90' -1" _ - 18T -1„ 31 F 218' O 209' -10 3/4" 8„ 4„ N _ + + 18' -4" MIN. PIT < P 28 28 / TOW F.D�P OF SLAB rn- L _ _ _ _ 3/8" _ _ TOW _ } 192' -1" +� TO OF SLAB 37 TOW + 117 - �AB 208' 1 7/8" 8 �� �� 192' -3� 8., / N 33 1 TB0�4x } 186ELEV. TOP OF SLAB +�A N S23 72 \ O in �4" L 7 - - }� STEP - / R17 \ \TOP OF SLAB O _ _ _ 53 TO / / 1 TO g" / +�+ 19 ' -3" + + �� + - -- CHASE OR 105 30 t l 2 184' -11" S22 '* 30 18T 1" 5�0 STORE 6 I j , i P 70 207 -8" 0 �.�� 33 �`b +�A�C' / - -- ELEVATOR PIT S23 TOW �I �� J 33 O '� TOP OF�SLAB 195 3" �I 31 TEP 3�_ S 16�- /, S o .� o I v� N ti - �_- eX l P� g� Q STEP +^ �� 186' -11" ^� TOW / + 3 TOW �� �1�, O� +�0 31 9 G + T.O.S. OVE _ m 1 2 N ------------------------------------------------- / / p +� C 0 _ F.D. O O ��� CD cn u� 191'-4" - -- + �? w Q I T TOP OF SLAB BOULDERS BEAR J 195' -3' 1 PATIO!, M 8„ ^L J 30 L� `' / i 1 OP OF SLAB PO 26 m 193' -4" 208' -6 "11 GRADE TYP GARBED Q , F.D. UND 33 + j ` Q, $$ ^� �I ) . PLO 192' 3' } TOP OF SLAB --- - - - - -- -------------------- 5 OP OF SLAB - 6„ SE AGE 5 8 TOP OF PLYWOOD OVERFRAME � 101, � _ — - - -- - - - - -- --- - - - - -- \ 192' -1 " 184' +� \D ,� ^� -11" � 2' -0" i TOP OF PLYWOOD TOL II I _ \ 26 +� k TOW g" TOW 208' -3' 87 20T -0 3/8" I dX' Q 211, -2" FLOOfj RAIN OP OF PLYWOOD 210'-6" - - -- - - - -- - -- 2' 0„ 9 J� d O �<v TS ^ - �--- - - - - -- � F.D. / _ / TOW I � STEP - � O � m 27 � A 218' -3" �� II i I II M \ 0 0 ti 27 O O 9 +Q <U f TOW S20 TOP OF SLAB OP OF SLAB � 194' -10" I TOL P Q m O� +ice � a m i 195' -3" 2" 6" 6 iv + cn cn / /, STEP 4" TOW + + A 27 27 �e0 J SIM. 0 5� „ I STEP w S 13 TOW - - - - -- -209 -0 TOW TOW T W TOW - 192' -3" 192' -1 " Q� TOW TOW 8 + TOF 194' 10" 209 0 (STEP I \ 195' -6" - - - - -- 208' -0 3/8" 26 TOL 6 r 17 208 0 3/8 201' 0" SIM. L TO TOW T — 20T 0 3/8" - - � - - S6 211' -3" S 16 54 +� +o�� 27 J l l � � TOW 211' -3" I - / STEP N I TOW S 1 O 00 \ I i TOW Tow i 13 Tow row - - 208'- /30 8" �5 P� TOL / --- - - - - -- -- - -- 1 \ I TOW/// „ ---- - - - - -- - -20T -0 3/8” _ TOL 2" 6' 6' STEP TOW STEP ! ! °O _M 7'- 0 195' -6" 20T- 101/2" N - UPON FLOW-FILL 17 208 0 TOW 207 -10 1 /2 TOW I O TOL N co TOL - -- - - - - -- _ -- J TOP OF SLAB II �I STEP � � `� 8 -0" S6 _ - - -� 208' -4 1/2" _ _ _ - TOW STEP STEP I I I - -- = - ---r - -_ -_= -� E � 209' -0" TOW TOW I I '�! i �', - -- - ----------- - - -- - - - - -- I ! TOP OF SLAB - -------- - - - - -- ------ - - - - -- -- \ ----------------------- -20$'- X1/4 "--- - - - - -- --- - - - - -- - - -- ' ----- - - - - -- ------------------- - - - - -- - - - - -- ---- ------ - - - - -- I / 8210 �--- - - - --� \� .`_, : ; ------ - - - - -- — ------------------------------ \ I I \ DRAIN �\ , i 09 208' -3 3/4° FOUNDATION PLAN \ 1 08 1 no TOL \1 I � I • O DENOTES EMBED PLATES SHOWN ON SHEETS S2, S3 or S4. • O# DENOTES BASE PLATES SHOWN ON SHEETS S7 and S8. - -- -- 208' -6" TOF 1/4" = 11-011 NORTH -- - - -- - -- - 205' -6" TOW � 211' -8" � 104 Lfq; S23 TOW TOF — N 211' -8" 205' -6" 104 TOL 208' -6" S23 - - - - - - - _ TOL - - 209' -6" - _ - -- _ -S-1A OF 26 _ - - -� TOL / - - 4 209' -6" 05 n 00 ._ N r O O O It It \ Z N W 04 \ 1 E ti N d° O .E N O nO O 0 � pg O W o v CY) Q O Q J W W 02 v J J \1 I � I • O DENOTES EMBED PLATES SHOWN ON SHEETS S2, S3 or S4. • O# DENOTES BASE PLATES SHOWN ON SHEETS S7 and S8. - -- -- 208' -6" TOF 1/4" = 11-011 NORTH -- - - -- - -- - 205' -6" TOW � 211' -8" � 104 Lfq; S23 TOW TOF — N 211' -8" 205' -6" 104 TOL 208' -6" S23 - - - - - - - _ TOL - - 209' -6" - _ - -- _ -S-1A OF 26 _ - - -� TOL / - - 4 209' -6" U n 00 ._ N r O O O It It /��// Z N W D E ti N d° O .E N O nO O 0 � Q > O i W v •���•• ..iii /��// Z W v Z W D N W � O W o v CY) Q O Q J W W v J J Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN O F VA11 I By M Haeberle at 2:07 pm, Aug 21, 2013 N Cn LO 0 �co - r � O CV CV O � C a�xJ— v ex (E 0 Co 4 ". -0 11' -078" 1 2 3 87'-3!2° 4 4y 5 17'-47 8" 3. 6.. 14' -6�8" 27' -4�4 ' -7 118" 8' -11" 4' -0y8' 1' -4" 8" 4 co - O 'v o A C4 in 13'-3y4" 0 0 19' -102' Cb Co 7; _ 1 10' 8.. 4, 0 8.. 8.. 6" 8„ 14' -114 -I 7 o zo Cn CIP 20' -858" 1' -4" 7/_ 8' -23/4 10j�" 6-83/4" 9' -2" N O 21/2' 1' 1 2' N W + + ------- - - - - -- - - - - -J �8"$, 8"81. 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Co O 2, -7y2„ 6' -278" 4'_4„ 6' 14'-9y4" -104 I ° 8.00 3. o CV 0 O 00 9' -0Y2" 8" 1. 4., '8 9' -0Y2" 5'-47/8" 5,_47s" 3 2" LIF S I 2 12' -638" O I L_ N rn 1 \ 8-f 1' -7; 2 16- 6' o� 00 O Co M � (7 N 67 81, 13' -4" 10/4 4' -71/2" v Cl) CV 0 o ' , Ch T -11" T -10" ih T -10 of C0 m N 4.000 4.00° CID CO rn 25' -11" FOUNDAT101q DIM NSIONS PLA 17' -47 8" I 91.7 9' -6y8" min N e0 O 0 cM —12., Co CV 6" 23' -7" 2-31/4" 15'47/8 N 4" 1/4" = 11-011 NORTH 1' 9 2" -4� ----- - - - - -- - -------------- P- 4.. 12' -5" 14' -6y8" 27' -5� " o 0 6" 12'-4" O 8" 6" 5'- 111/2' O 25' -0Y4, 27' -4y4" O N 11' -11Y2" O� r 4' -8" 12' -5y2. c� 0 Cl) In M III l M 10" 8" 1' -3%2' 2' -1 4" 2' 10' -48 �' 3 %a„ Mf31 19 r MEOW O O N LO LO v D dx0 0 zo 7 CV O M 0 E CA M O N J N LLJ P40 hNn M O N J D i c+') L LI co Pr N Q N LU co O N J_ Q O r S1B (OF 26 U co (D(D .— N r v O O O Z 0 ^L^1 ^W W D E It O .E N O � O O � U c- CZ CZ Q > W S1B (OF 26 1 1 � � v S1B (OF 26 W v Z W D ME y W � O W o Mj v co Q O ME J u J W� v J J S1B (OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIN By M Haeberle at 2:06 pm, Aug 21, 2013 SLOPES PER PLA! 10" ch 207' -10 1/2"/,6 N 00 J L 3x3x1/4 x 0' -7 1/2" CD v rn WELDED TO W 10 AND 1/2" PLATE (3 NOTE: SLOPE `ao TYPICAL) VARIES @ 15 SIM. - + + (V W 10x49 2 6" 2" EMBED PLATE 1/2" x PER PLAN 10" x 1' -4" w/ 6 - 5/8" DIA 10" x 4" H.A.S. WELDED TO BACK. 15 EMBED PLATE 15 3/4" = V -0" EQ. 10„ EQ. 20 ' -1 7j8" T.O.P. 208' -3" N 00 J L 3x3x1 /2 x 0' -9" + N WELDED TO W 12 00 ii7h AND 1/2" PLATE (3 TYPICAL) (V 00 + + N W 12x210 PER 2 6" 2' EMBED PLATE 1/2" x PLAN 101, x 2' -4" w/ 8 - 5/8" DIA 10" x 4" H.A.S. WELDED TO BACK. 13 EMBED PLATE 13 3/4" = 1' -0" n" W 12x50 PER PLAN T.O.PLY. N 208' -2" J L 3x3x1 /4 x 0' -9" WELDED TO W 12 r AND 1/2" PLATE iv EMBED PLATE 1/2" x 2' 6" 2" 10" x 1'-4" w/ 6 - 5/8" DIA x 4" H.A.S. WELDED TO 10" BACK. 12 EMBED PLATE 12 3/4" = V -0" 212' -10" 211' -10" TS TRUSS `" + 24" DEEP STRAP 3x1/4 x 0' -4" WELDED TO TS + + TRUSS AND 1/2" PLATE (2 TYPICAL) N d + 00 iv + + EMBED PLATE 1/2" x V -0" x 2' -4" w/ 8 - 5/8" x L 3x3x1/4 x 0' -4" 2' 8" �2'.'4" H.A.S. WELDED TO WELDED TO TS 1._0„ BACK TRUSS AND 1/2" PLATE (2 TYPICAL) 10 EMBED PLATE 10 3/4" = 1' -0" 1 ' 3" 4„ 3„ 1.. oL 218' -0 3/8" or 212' -10" iv N 217' -6 3/4" NOTE- 2 + or 211' -10" PC. PLATE 00 @ 8 SIM.2 + + JL3x3x1 /4 x 0' -4" WELDED TO TS 00 TRUSS AND 1/2" N + + PLATE (4 TYPICAL) TS TRUSS - 24" DEEP 00 + N, N. EMBED PLATE 1/2" x LOWER -8' - -- V -0" x 2' -4" w/ 8 - 5/8" x 4" EMBED PLATE AT 8 SIM. H.A.S. WELDED TO BACK - ROLL EMBED PLATE @ @ ROL. TYP. 8 EMBED PLATE 8 3/4" - 1' -0" 218' -C� 3/8" J L 3x3x1/4 x 0' -4 "� 4" 6" 4" WELDED TO 1/2" PLATE AND W 6x20 W6x20 ---PER PLAN 3" FINISH 1 %" PLYWOOD 534" JOISTS 1'-48" CUSTOM "MIU" HANGERS TYP. 195' -3" 4- LVL13 /4 x91/2 w/ 5/8" DIA. M.B. @ 16" o.c. STAGGERED 193' -4" RAFT SLAB PER PLAN W 10x39 PER PLAN 1 8" 10" TS 14x8x3/8 lo 2" 6" PER PLAN 218' - 17/8" • �1 218' -17/8" 218'- 3/8" 'N 218'- 3/8"'1 -N N + + o' PL 1/2" x 10" x 2" WELDED TO =v ° TS BEAM AND + + 1/2" PLATE N 2" 6" 2' EMBED PLATE 1/2" EMBED PLATE m r� JL3x3x1 /4 x 0' -7 1/8" x 10" x 1' -4" w/ 6 - 1/2" x 10" x V -10" iv + L 3x3x3/8 WELDED TO WELDED TO 1/2" 10" 5/8" x 4" H.A.S. w/ 8 - 5/8" x 4" PLATE AND W 10x39 WELDED TO BACK H.A.S. WELDED TS BEAM AND TO BACK 1/2" PLATE 1 EMBED PLATE 1 EMBED PLATE 2 3/4" = 1' -0" 2 �� %2" 10" j"j� +� +3\ x Sg 2�� ■W 12 x 26 L 3x3x1/4 x 0' -8" L 3x3x1/4 x 0' -8" 1 31 C 12 x 20.7 IVYI 1" 3" 9�2 3" 1" WELDED TO C AND 3 Y �� � 2 � � DETAIL 61 WELDED TO C AND 1 �� �2 �2 PER PLAN eX T -7� 2 12' 104" 12' -63�g" 1 /2" PLATE 1 /2" PLATE �" o TO OF ST EL -�- W 2x26 I ■ o 19 ' -5" 2 S2 3/4" = 1' -0" 218' -0 /8" = 218' -0 3/ " - 0 3„ OVER FRAME N T -10" N + + - 3- - _- --------------------- - 4 — - - -- O N O 4 - - - �3. S16 I 22 22 _ (S CO N + + LO 1 ,h 1 EMBED PLATE 1/2" x i o o = _ 22 22 EMBED PLATE 1/2" x 2 1' -1Y2 2" C 12 x 20.7 10 x 1 -2 w/ 4 - 5/8 x _ _ _ _ _ _ _ _ _ _ _ 1'-4" x V -5 1/2" w/ 6 - 5/8" 1 PER PLAN 4" H.A.S. WELDED TO 10" CO H.A.S. ELDED TO - 5 x 4" H.A. 2 5 BACK BACK _ EMBED PLATE 3 EMBED PLATE 4 E �E 3/4" = 1' -0" 3/4" = 1' -0.. -- ,� S13 2, , GARAGE ELEVATOR FRAMING P LAN • CROSS - HATCHED AREA DENOTES WHEEL ASSEMBLY TRAVEL. I 6` I I - CLOSURE ANGLE 63 AROUND OPENING 65 S14 I � TOP OF SLAB I S14 195' -6" 75 I , , I I II I I I I • N6 k +� TOW 11 j TOW �5 194' 2" 194' -10" ' 73 S15 I ° 11 � - - -- - -- 11 I TEMPORARY C`' TOWER N „ - °.- �E�, //(n U W TOW CR/�NE TOP OF SLAB -- \ " C0 O N (n TOW dIIX� 195' -6" 15 �`� TOP OF SLAB I - _ 6 11 S9 �: 11 I I - II I I I 21 I � 193' -4•. I -- 1_17;i_­ F 68 Y 13 12 S15 - 5%8" 1 w ■ Sg S8 I I II 2,_11 I I L , � � -- 16 I 8" 8„ Y2 8" I 8' -1" 3'- 1/4" 8 1' - 1 I } 11 � 31g /74 U 1�2Y 8" 1 -_��2 w TS 6X6X �+ 11 518 L 4x4x1/4 LEDGER CONT. w/ 5/8" DIA. L 3x3x1/4 x 0 -4 3/8" .L d - ___ - TS EPDXY ANCHORS @ 24" o.c. TYPICAL WELDED TO BOTH _ U T sx1/ MEMBERS N P IIOF DIAMON PLATE S� - TS 6x4x1/4 PERIMETER OF MECH. ROOMS - - - - - -- -------- - - - - -- RING CONT. 2 -2x12 LEDGER CONT. 195' -6" � F 9�0� �� TS ° - � Q `I LI TS F k71 ,� w/ 3/4" DIA. EPDXY 11 . co I co 0 C° ° 2 -4" DIA. DUIT. 11 oN �X - xx ANCHORS @ 24" o.c. ox N ox PLACE PE ARDING - - - -- 53 ------------ - - - - -- - - -- P E L o I- STEEL RE - - - -- - O N M . �} ■ 2 -2x12 LEDGER CONT LIF 5� 6ksx1 /2 �trr �� ■SIM. I rev- r °° 11 � . II rn I x I � — I I w/ 3/4" DIA. EPDXY ------------------------ - - - - -- - -- �s 14 ~ s16 CUSTOM "MIU" rn ° /: +� +�� . 2 ANCHORS @ 24" o.c. \ \ T -7�2" 12' 10 4' w 12' 638„ cod +R H $$ �■ 14 sIM. � S9 U co 14 ■ 0 61 0 �F+YPGERS ci o ■ 5%8'I' 2 �� Si ° M S9 _ � A2 '� S2 _ 94 2 �� S9 N- N � h� I I I S2 n - °- 11 14 � 7) 14 P OF CONCRET rn 61 \D f� ■ " W + s9 SIM.; ■ 195' -3" x S2 v +� S9 cn �■ �b Q TOW co co co � � � K � I - +I 195' -3" js 4X N r> x x h TS 4x4x1/4 x J 61 I I I I I -- ---- - - - - -- - I I I I 59 - /y v TOP OF P - LY. VERFRAME ■ co L `' J 195' -3" � s2 • 21 li 20 s 13 =N �� _j J --- - - - - -- - - - - - -- 2X is 3° 54 59 S 10 54 TOW s 13 r 3 ,'� 4 y 4 s 10 195' -3" -- - - - -- BASEMENT LEVEL FRANKING PLAN 17 'll N I I • #O DENOTES EMBED PLATES SHOWN ON SHEETS S2, S3 or S4. 1/4" = 1 -011 17 S6 S6 ----------------------- - - - - -_ - -- -- 6 • �# DENOTES BASE PLATES SHOWN ON SHEETS S7 and S8. 5� I -------------- -- ------------------ W 8 x 28 3" 4" 3" PER PLAN _- � ----------------------------- I�------ - - - - -� - -- - _ -- - - - - - 2/8�� 5�4�� 21/ W 12 x 58 13�8�� "/2 478 2�811 PER PLAN - -� �� � -- �� PER PLAN 8 � _218' -1 5/8" 101/'.. � 218' -1 5/8" 218'- 3/8" EMBED PLATE 1/2" x 10" - 08' -1 1/8" � 218'- 3/8" _ 'N N - 218' -C 3/8" 218' -1 7/8" _ N x V -0" w/ 4 - 5/8" x 4" 208' -1 7/8" N - 218' -17/8" X 208'- 3/8" -N _ _� r; o, H.A.S. WELDED TO BACK \ _ io i \ JL3x3x1 /4 x 0' -8" 00 w � C° - - ROLL EMBED PLATE AT N o L 3x3x1/4 x 0' -4" N 11 ROL. TYP. — — - - 2" MIN. _ co "N JL3x3x1 /2 x 0' -8" WELDED TO W10 ® L 3x3x1/4 x 0' -6" WELDED TO W 12x58 _ ro L 3x3x1/4 x 0' -4' + + o - WEB AND 1/2" o - o - WELDED TO W 8x28 - + + WELDED TO W 10 C° _ _ AND 1/2" PLATE `9 WELDED TO W 6x20 0 _ LEDGER /BEAM BEAM - - �N PLATE. L 3x3x1/4 - - - co AND 1/2" PLATE iv + + _ AND 1/2" PLATE N + + AND 1/2" PLATE NOTE- SEE PLAN FOR PER PLAN ' x 0' -5" WELDED �� (3 TYPICAL) `n = + + LEDGER OR BEAM TO BE TO W10 BOTTOM C.0 2' 6" 2" N WELDED TO 1/2" PLATE a 2" MIN. W 10x30 2 6 2 FLANGE AND 1/2" + + EMBED PLATE 1/2" x iv JL3x3x1 /4 x 0' -8" INCREASE AS 2' 6" 2" AND ELEVATION, USE _ PLATE EMBED PLATE 1/2" x 10 10" x 1' -4" w/ 6 - 5/8" x PER PLAN 10" WELDED TO 1/2" L3x3x1/4 AS REQ'D. iv - 1' -2" x 1' -10" w/ 6 - 5/8" 2' 6" 2" 4" H.A.S. WELDED TO EMBED PLATE 1/2" x PLATE AND W 10x19 REQUIRED FOR 10„ DETAIL X JL3x3x1 /4 x 0' -8" 4" 6" 4" x 5" EPDXY ANCHOR; JL3x3x1 /4 x 0' -5 3/4" EMBED PLATE 1/2" x BACK 1' -2" x 1'4" w/ 4 - 5/8" x DEEPER X 2' 6" 2" EMBED PLATE 1/2" x 5" EPDXY ANCHORS MEMBERS W 12x230 10" x V -10" w/ 8 - 5/8" WELDED TO 1/2" INTO CONCRETE WELDED TO 1/2" 10" 10" x V -10" w/ 8 - 5/8" x IFF CONCRETE E M B E D P LAT E 11 PER PLAN 10" DIA x 4" H.A.S. E M B E D P LATE 16 PLATE AND -W 1 2" PLATE AND W 8x28 4" H.A.S. WELDED TO 11 WELDED TO BACK. 16 3/4" = 1' -0" EMBED PLATE 14 3/4" = 1' -0" 7 EMBED PLAT 7 14 3/4" = 1' -0" 2 / 3 \ i� -� 3/4" = 1' -0" F& M W a M O N ff 07 WE N W a M O N J a 9 EMBED PLA 0 0 BACK 3/4" = V -0" EMBED PLATE 6 6 3/4" = 1' -0" 5 EMBED PLATE 5 3/4" - 1' -0" S2 ',OF 26 U n 00 O 00 O Z W D ti N d. o . N O n O � Q > O 9 EMBED PLA 0 0 BACK 3/4" = V -0" EMBED PLATE 6 6 3/4" = 1' -0" 5 EMBED PLATE 5 3/4" - 1' -0" S2 ',OF 26 W v Z W D N W � O W o v CY) Q O Q J W W v J J 9 EMBED PLA 0 0 BACK 3/4" = V -0" EMBED PLATE 6 6 3/4" = 1' -0" 5 EMBED PLATE 5 3/4" - 1' -0" S2 ',OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAI1 a' BY M Haeberle at 2:06 pm, Aug 21, 2013 LEAK -PROOF GUTTER TO DRAIN TO SOUTH 2 "2" X208' -6 7/8" or SLOPING @ 60 /S� Sim. 208' -1 1/8" TS 5x2x1/4 CONT. - TS 3x2x1/4 PLATE 1/2" x 5 3/4" CONT. CONT. w/ 5/8" DIA. x / 4" H.A.S. @ 16" o.c. 5 3/4" THICK SLAB REINFORCED w/ #4 LID BARS @ 6" o.c. BOTH WAYS SLOPING STEEL �- 20 GAGE 1.3C METAL DECK BEAM PER PLAN C8x11.5 @ 24" o.c. 60 DETAIL 60 S3 3/4" = 1' -0" �'A' TOP OF SLAB 208' -6" TOP OF SLAB 208' -8" SLOPES PER PLAN 10 207' -10 1/2" N J L 3x3x3/8 x 0' -9" o q WELDED TO W 12 _ r AND 1/2" PLATE G° (3 TYPICAL) � a z N + � EMBED PLATE 1/2" x W 12x106 2 6 2 10 10" x V -10" w/ 8- 5/8" PER PLAN ., DIA x 4" H.A.S. WELDED TO BACK, EMBED PLATE 17 2 17 3/4" TOP OF 8" CONC. SLAB �B ' -- -- - W 14 x O53 P 1 ]2 I w SIM.2 Y 1 ■ I I Cl) TO OF SL B W S; EDGE OF ch IOUA IUM I cv 212' -10" ■ ■ CANTILEVER L" I GLA I X W 62 Q U I I S3 Of 62 I S I S21 1-- S3 F w 2 I I ■ I S 1 1 SIM.2 N IM.2 1 I I D O S; W 14 x 53 - -- - - -- LEAK -PROOF GUTTER TO DRAIN TO SOUTH 2'i 2'i 208'-7 1/8" " Y 208' -1 3/8" OIL TS 5x2x1/4 CONT. W10x30 4' -11" ^ 13' -3 14" THICK FLOOR SLAB OF MECH. �\ ROOMS NOT SHOWN FOR CLARITY- SEE SECTIONS 63/S14, 65/S14, 66/S13, 64/S13, 76/S19, 81/S20. AND 108/S23. TS 3x2x1/4 CONT. PLATE 1/2" x 5 3/4" CONT. w/ 5/8" DIA. x 4" H.A.S. @ 16" o.c. 5 3/4" THICK SLAB REINFORCED w/ #4 BARS @ 6" o.c. BOTH WAYS _ 20 GAGE 1.3C METAL DECK W8x21 @ 24" o.c. 5s DETAIL 58 S3 3/4" 20Q'-3" 1y8" PLYWOOD STEEL BEAM 3 SIDE TYP. 2" 2" TS COLUMN PER PLAN 1/2" BEARING PLATE STEEL BEAM PER PLAN ,dX IU 'ex 1/2" WEB STIFFENER BOTH SIDES OF WEB r5f DETAIL 57 S 3 3/4" = V -0" 16 203' -9" 12" THICK STRUCTURAL SLAB w/ # 8 BARS @ 12" ox. 2" FROM BOTTOM FACE A DEPRESSION IN SLAB PER POOL DRAWINGS SIM. 64 ■ 62 S 13 ■ Y S3 62 W I S3 J 4._0„ F- 4._0, 65 SIM. ° N S14 O ■ S I � 3' -6 "' DECK BY OTHERS LEAK -PROOF �/2" GUTTER TO DRAIN 2„ TO SOUTH 208' -6" (SLOPING) 208' -0 1/4" (SLOPING) Lo 12" THICK STRUCTURAL SLAB wf # 8 BARS @ 16" o.c. 2" FROM BOTTOM F � 11 UM S 5 3/4" THICK SLAB FRAMING PER REINFORCED w/ #4 PLAN BARS @ 6" o.c. BOTH WAYS 20 GAGE 1.3C C6x13@ METAL DECK 24" o.c. In Ora- ® ,■ �r M0111"M' • • HORIZONTAL - ------ /, C8x11.5 W12x230 @ 24" o.c. SLOPING W10x49 \ / A 16 DETAIL 16 S3 SECTION AT DOOR 3/4" = 1'-0" THRESHOLD 3 3.7 -- 1 I i I 0 FRAME ELEVATION '4 5 1/2" = V -0" SLOPES iv iv 208'- 21/8" ik PER PLAN z o do J L 3x3x3/8 x 0' -9" _ WELDED TO W 12 AND 1/2" PLATE _ (3 TYPICAL) 212' C14 _ _ EMBED PLATE 1/2" x W 12x10 6„ 2... 10" x 1' -10" w/ 8 - 5/8" PER PLAN DIA x 4" H.A.S. 10" WELDED TO BACK. i 18 EMBED PLATE 18 zo 3/4" = 1' -0" iv iv 208' -17/8" V- 14J co r- CIO J L 3x3x3/8 x 0'-7" ° WELDED TO W 12 m AND 1/2" PLATE : (3 TYPICAL) m 0 W 12x230 EMBED PLATE 1/2" x PER PLAN 6 10 2 10" x 1' -10" w/ 8 - 5/8" " DIA x 4" H.A.S. WELDED TO BACK. EMBED PLATE 19 19 3/4" = 1' -0" L 4x4x1/4 LEDGER CON TOP EPDXY ANCHORS @ 24" o.c. TY PERIMETER O OMS N 195' -6" 7$ B` J L 3x3x1 /2 x 0'-7" S 1 NOTE � o 1 (D SIM. Y U W SIM. � i SIM. 8" GUNITE POOL BY OTHERS 20 GAGE 1.3C METAL DECK Q 62 11I TOP OF SLAB I Og TS 4x3x1/4 CONT. (LLV) SIM. 1/4.. TYP. SIM. O 3 -8" WID 3' -4 + + WS3 212' -10" + d. O + N O TALL ACCESS 0 O S 3x3x1/4 62 C/) 76 - 0 O 3' 3 �4- F- S19 _ _0„ U Q 4,_0„ 4,_0„ N 11 SIM. 8� O N REV. 10 10 77 + + S� S� 11 � + 111. + �4„ 2'- 55/8., 2' -55/8„ 2' -55/8" 55/8' FACILITATE PLACEMENT OF STEEL COLUMNS AS SHOWN, THEN PATCH 1�2„ TS 4x3x1/4 CONT_ (LLV) 1 2 SECTION 62 FRAME ELEVATION '4 5 1/2" = V -0" SLOPES iv iv 208'- 21/8" ik PER PLAN z o do J L 3x3x3/8 x 0' -9" _ WELDED TO W 12 AND 1/2" PLATE _ (3 TYPICAL) 212' C14 _ _ EMBED PLATE 1/2" x W 12x10 6„ 2... 10" x 1' -10" w/ 8 - 5/8" PER PLAN DIA x 4" H.A.S. 10" WELDED TO BACK. i 18 EMBED PLATE 18 zo 3/4" = 1' -0" iv iv 208' -17/8" V- 14J co r- CIO J L 3x3x3/8 x 0'-7" ° WELDED TO W 12 m AND 1/2" PLATE : (3 TYPICAL) m 0 W 12x230 EMBED PLATE 1/2" x PER PLAN 6 10 2 10" x 1' -10" w/ 8 - 5/8" " DIA x 4" H.A.S. WELDED TO BACK. EMBED PLATE 19 19 3/4" = 1' -0" L 4x4x1/4 LEDGER CON TOP EPDXY ANCHORS @ 24" o.c. TY PERIMETER O OMS N 195' -6" 7$ B` J L 3x3x1 /2 x 0'-7" S 1 NOTE � o 1 (D SIM. Y U W SIM. � SIM. . 62 ? S3 SIM. w g 81 SIM. 11 S20 �. Q 62 11I TOP OF SLAB I 1 62 S3 W 3 -8" WID 3' -4 Y.'6 2 S3 M WS3 212' -10" N d. O `' N O TALL ACCESS 0 O MECH. SLAB MUST BE PODURLD BEFORE INSTALLATION OF THE PATIO 62 C/) 76 W O ABOVE W 12 x 230 w c7 �4- F- S19 _ _0„ U Q 4,_0„ 4,_0„ TRUSSES. PROVIDE "DIAMOND- SHAPED" BLOCK -OUT'S IN SLAB TO 11 SIM. 8� O N REV. 10 10 63 TO S 14 211' -10" o `" S� S� 11 � 111. 111 v 6iid FACILITATE PLACEMENT OF STEEL COLUMNS AS SHOWN, THEN PATCH �° 11 11 11 + _I -- - - -- � -I I_ -1 SIM. 1.5 LEDGER TOO OF PLY O P OF SLAB -- 1 1 S 14 I NT. LDED I 19 S 1 1 22 03' -0 3/ 210' -8 3/4" CON 8x11. LEDGERP I E BED DP TOP [111. q ks zo8' $3 ■ BO + 1 WEL E TOE BED + + U I I T P F LY. S20 F C 5 x 6.7 @ 4" c. 73 �5 PLATES ED E OF w x3x1/4 0' -6 1/2" STAIRS � /' �+ CONCRETE TOP O SLAB ELDE TO W 8 x 21 L J J 208' 3" P S 1 P00 OF SLAB + CA TILEVE F OTH M MBERS 3- x6 L 30:0, 4 x 0'-E" 11 1 1 1 1 11 + ABOVE 08 7/8 YP. BO H ENDS @ " z C 7x 2. 5 AB L J J - J -J 2 -8 3/4" WEL E TO BOTH O O O C 8= x 11.5 @ 24" z VE 6 CONY C 6x13 EDG R C 8 U x 11.5 @ 24" O.C. O LED E CO T. TS W 5 x 19 TE P RARY MEM RS TY . U z u' 11 + S' S WELDED TO EMBED I I WELDE TO o Fj +�� TO PLAT S w C 8x11.5 LEDGER J J N FRJ J U /'!i 7, C 5 x .7 LEDGE 1 C 8 x 11.5 @ 24" o.c. CONT. WELDED TO oo ___ ___ _ EMB D LAT S ■ F �/�/ELD D TO CRANE �+ E BE PL TES a W 10 x 30% w ME g L 3x3x /4 x 0' -4 /8" O 0 20 G G EMBED PLATS ( WELD D TO BOTH r -� r r -j N 1.3C ME AL O �� TOP OF SLA , r -1 r 04 r-3x3x1 /4 0' -7 1/2" 5$ + MEMBERS TYP J L L J DEC IN `� �o J J z. ,,ta o o r.� 1 J� 63/4 C 8 x 1'.5 FIR T 2 J WELDED TO `' Q co �O 4' -0" 4' -0" o. 11 - - - -- -- ,.,o��xss��. 4wE� 11T F BOTH M MBERS S3 ■ C 7 x 1 .2 2" O.C. Q C 6 x 13 @ 24" O.C. -- --- - - - - -- W 10 x -30 YP. + L J L- L J TOP OF L B c� L J X st + 1 210' 3/4" OI L 3x3 1 4 x 0'- " 3x3x1/4 x 0' -7 1/2" 60 Z1 w_ 11 9 A \`L WELDED TO OTH 2 ■ TOP OF SL ■ + --- -7 v8" L � s �X '/ �+ 1 9 WELDED TO S3 0 _ tc + 06 -9 3 _ T _. O S 2 MEM RS Y . ° OTH MEMBERS r \ Z PLO 2 " I �o� 7 -1 r � r -I r r r _ _ _ + 4' -0" 4' -U' o.c. 36 L° J _ L J L C� o I L _ ca+ h C 6 x �3 FIRST + N P. �, � z PEN _ �� vim- 8 15 $ x $ S18 � 5 J - -- rs S3 �p TOP OF r� - rn vi _� g 56 J `� ■ 208' 7/8" m ■ d o �� x1/ TS 8x4x1/4 A 55 �1 _ r S3 3 0 57 � � z L 2' 11 "J O 8' -1' L3' 11 1 xi L� J �L n RIONR CONY. 13 W 12 x 298 10 D Z 20 G GE 20 GAGE 8' 1 S3 M ■ L 0 TAL o r WED o kk, J J J J J J J J JJ ODECKI G = DECKING 208.6 11 °' c� BO H MEMBERS ° ; °' co'` x - R O�� + U C 6 x 13 24" o.c C� / L J (j0 h o L J LN J i C) rn L J N oo O/ S22 CO 11 11 + 13 1 � TY � ,c ti I v I o � � � � N � 60 � S '` N 11 + x S F S L L w TS 8X6x1/4 O ' ■ + + LU 5 SI � S3 LI TS 14 �' 2 co `�� / rL J ■ o O ° SIM. I x _ C . � y S N X c� TOPO PLYWO D x 13 O �/ / Q L 3 x1/4x0 43/8 PQ' T-7/2" 2 S3 x -1 �4" � 12' 638' O O . x C 6 x 13 2 o.c. 208' 3" L 3x x1T4x0' 3/8 "__ r r n L o L °o J 5 2 1 S R �,� ' �h x WE DED TO OTH WELDED TO 0TH O x' /4 0' G" U ONT. L PING C 8x1 .5 \ U ■ MEMBERS P. � LI(0 MEMBERS T P. -- - 11 YYY 11 24 P 11 0 1, 20 -3" 1y8" PLYWOOD 102" 5 WELD T 2 x LEDG ELDED TO `° U I_ ��•` O g ti O dx ) EMB PLATES ° 5.,i - S` 7` Q -- J L Q G 0 co C 6 x 13 @ 24" o.. 11 -_BOTH EM ER M �5 2 $ .��L ■� 6x�� C 6 x 13 @ 24" o.c. _ TYP. 11 • - w 10 META TOP O 5SLA 2 O 11 + J 11 -I, W �I x� L J L 1/4" BENT CONT SLOPING C x11.5 - - J J 28 1 TO O HEL ED CON 1. C 6x13 EDGER r -1 r -1 L J LED R WELDED O L J Lo �J D _KING + + WELDED TO BED EM D PLATES - L -J J 11 J E \ + + MEMBERS ------------ - - - - -- - - - - - -- - _ i 59 11 ,5 +'� � + + 11 PLATS TOP OF SL tkB S1 3 -- 5�+ J� 18 h+ + + + + L J 208' 4 3/8" ■L J L - 5 W 10 - x -- 3 L 11- �`'� OJT 11 17 11 11 +h 11 �J� 11 1 11 11 + ■ 15 N O 11 + \ c 6 x s.2 ��5� °�`� 17 +� +'` 113 11 + ++ L 1/4" BENT PLATE L 3x3x1/4 x 0' -4 8" @ 24 o.c. QQ� `c,� °J� 16 11 11 11 11 + +i 777- - L J N W x 30 J + F- WELDED TO BOTH WELDEb TO BOTH CONT. C 6 x 13 PQ' + + 11 - - -- -- - -- -- - + SSA x3x3/8 x 0' -7 /2" 15 k 20 MEMBERS TYP. BOTH MEMBERS TYP. LEDGER WELDED TO + 13 `b+ 12 + - -- - -- - -- - - -- - - -- - -- - - -- - -- --- - - - - -- - 21 qg SX�� W )ED T B TH O ` w O ; O S\ OJ O + OV 4 O cok � ENDS OF BEAM) EMBED PLATES \� + + R22 MEM RS � � L 3x3x /8 x 0' -7 1/2° �11N �` W 59� OP OF SLAB 4yi �� �OJ -------------- - - - - -- - ,� ---- - - - - -� WEL D TO BO T DRAIN S13 208' -4 1/2" 5 _ MEM ERS TOP OF SLAB m 3 -� ------- - - - - -- - - - - -- -- - - - - -- 208'- 41/4" Q 208 - 33/4" --------- - - - - -- �- -------- 1 -y8 "PLYWOOD w/ SELF 1�3 1/2" WEB - - - - -- - - TAPPING SCREWS @ 6" o.c. TO ALL MEMBERS STIFFENER BOTH 08' -3" 08' -3" SIDES OF WEB GROUND LEVEL FRAMING P LAN �8' 1 �/ 1 LYWOOD 6" JOISTS LYWOOD 6" JOISTS F 8" JOISTS • # DENOTES EMBED PLATES SHOWN ON SHEETS S2, S3 or S4. 1/4" = 1' -0" V- C 6x13 C6x13 C6x13 C8x11.5 • O# DENOTES BASE PLATES SHOWN ON SHEETS S7 and S8. @ 24" o.c. / @ 24" ox. @ 24" o.c. / @ 24" ox. TS 7x3x1/2 W 10 x 30 PER PLAN PER PLAN 1/2" BEARING PLATE 109 DETAIL 109 CLIP ANGLES W 12x210 PER PLAN W 12x210 PER PLAN PER PLAN 55 DETAIL 55 S 3 3/4" = V -0" 56 DETAIL 56 S 3 3/4" = 1' -0" O N J Z) M w a co O N WE N w a M O N J a O U n 00 (0(0 OP OF N r O O 0 - Z v W WELDED TOW 10 D E N d. O .E N O 0 O MECH. SLAB MUST BE PODURLD BEFORE INSTALLATION OF THE PATIO 0 O AND 1/2" PLATE AND o v CIO i 2 Q J TRUSSES. PROVIDE "DIAMOND- SHAPED" BLOCK -OUT'S IN SLAB TO ° W `oo W v FACILITATE PLACEMENT OF STEEL COLUMNS AS SHOWN, THEN PATCH J _ J a 9e CONCRETE TO CONCEAL BASE PLATES. REBAR TO EXTEND THROUG N LO SIM. i BLOCK OUTS. OPLATE / 2 W 10x68 6„ 2' 1/2" x + PER PLAN - 10" 10" x 1' -4" w/ 6 - 5/8" DIA ;6 I x 4" H.A.S. WELDED TO P 10 6 4" OP OF SLAB TO OF SLAB BACK. qe0� , �� 4 210' -6 3/4" -�� 10'-8 3/4" it TOPOF EMBED PLATE 20 SI + 0" TH K SL B SLOPING O 8" THICK A FLOOR + i 0' -6 3/ 2 O + + DR NS REINFO CED w/ i 1 3/4" = 1' -0" TOP OF SL # BARS @ 8" o.c. OTH AYS 11 i �° 11 11 11 + _I -- - - -- � -I I_ -1 SIM. 1.5 LEDGER TOO OF PLY O P OF SLAB -- 1 1 S 14 I NT. LDED I 19 S 1 1 22 03' -0 3/ 210' -8 3/4" CON 8x11. LEDGERP I E BED DP TOP [111. q ks zo8' $3 ■ BO + 1 WEL E TOE BED + + U I I T P F LY. S20 F C 5 x 6.7 @ 4" c. 73 �5 PLATES ED E OF w x3x1/4 0' -6 1/2" STAIRS � /' �+ CONCRETE TOP O SLAB ELDE TO W 8 x 21 L J J 208' 3" P S 1 P00 OF SLAB + CA TILEVE F OTH M MBERS 3- x6 L 30:0, 4 x 0'-E" 11 1 1 1 1 11 + ABOVE 08 7/8 YP. BO H ENDS @ " z C 7x 2. 5 AB L J J - J -J 2 -8 3/4" WEL E TO BOTH O O O C 8= x 11.5 @ 24" z VE 6 CONY C 6x13 EDG R C 8 U x 11.5 @ 24" O.C. O LED E CO T. TS W 5 x 19 TE P RARY MEM RS TY . U z u' 11 + S' S WELDED TO EMBED I I WELDE TO o Fj +�� TO PLAT S w C 8x11.5 LEDGER J J N FRJ J U /'!i 7, C 5 x .7 LEDGE 1 C 8 x 11.5 @ 24" o.c. CONT. WELDED TO oo ___ ___ _ EMB D LAT S ■ F �/�/ELD D TO CRANE �+ E BE PL TES a W 10 x 30% w ME g L 3x3x /4 x 0' -4 /8" O 0 20 G G EMBED PLATS ( WELD D TO BOTH r -� r r -j N 1.3C ME AL O �� TOP OF SLA , r -1 r 04 r-3x3x1 /4 0' -7 1/2" 5$ + MEMBERS TYP J L L J DEC IN `� �o J J z. ,,ta o o r.� 1 J� 63/4 C 8 x 1'.5 FIR T 2 J WELDED TO `' Q co �O 4' -0" 4' -0" o. 11 - - - -- -- ,.,o��xss��. 4wE� 11T F BOTH M MBERS S3 ■ C 7 x 1 .2 2" O.C. Q C 6 x 13 @ 24" O.C. -- --- - - - - -- W 10 x -30 YP. + L J L- L J TOP OF L B c� L J X st + 1 210' 3/4" OI L 3x3 1 4 x 0'- " 3x3x1/4 x 0' -7 1/2" 60 Z1 w_ 11 9 A \`L WELDED TO OTH 2 ■ TOP OF SL ■ + --- -7 v8" L � s �X '/ �+ 1 9 WELDED TO S3 0 _ tc + 06 -9 3 _ T _. O S 2 MEM RS Y . ° OTH MEMBERS r \ Z PLO 2 " I �o� 7 -1 r � r -I r r r _ _ _ + 4' -0" 4' -U' o.c. 36 L° J _ L J L C� o I L _ ca+ h C 6 x �3 FIRST + N P. �, � z PEN _ �� vim- 8 15 $ x $ S18 � 5 J - -- rs S3 �p TOP OF r� - rn vi _� g 56 J `� ■ 208' 7/8" m ■ d o �� x1/ TS 8x4x1/4 A 55 �1 _ r S3 3 0 57 � � z L 2' 11 "J O 8' -1' L3' 11 1 xi L� J �L n RIONR CONY. 13 W 12 x 298 10 D Z 20 G GE 20 GAGE 8' 1 S3 M ■ L 0 TAL o r WED o kk, J J J J J J J J JJ ODECKI G = DECKING 208.6 11 °' c� BO H MEMBERS ° ; °' co'` x - R O�� + U C 6 x 13 24" o.c C� / L J (j0 h o L J LN J i C) rn L J N oo O/ S22 CO 11 11 + 13 1 � TY � ,c ti I v I o � � � � N � 60 � S '` N 11 + x S F S L L w TS 8X6x1/4 O ' ■ + + LU 5 SI � S3 LI TS 14 �' 2 co `�� / rL J ■ o O ° SIM. I x _ C . � y S N X c� TOPO PLYWO D x 13 O �/ / Q L 3 x1/4x0 43/8 PQ' T-7/2" 2 S3 x -1 �4" � 12' 638' O O . x C 6 x 13 2 o.c. 208' 3" L 3x x1T4x0' 3/8 "__ r r n L o L °o J 5 2 1 S R �,� ' �h x WE DED TO OTH WELDED TO 0TH O x' /4 0' G" U ONT. L PING C 8x1 .5 \ U ■ MEMBERS P. � LI(0 MEMBERS T P. -- - 11 YYY 11 24 P 11 0 1, 20 -3" 1y8" PLYWOOD 102" 5 WELD T 2 x LEDG ELDED TO `° U I_ ��•` O g ti O dx ) EMB PLATES ° 5.,i - S` 7` Q -- J L Q G 0 co C 6 x 13 @ 24" o.. 11 -_BOTH EM ER M �5 2 $ .��L ■� 6x�� C 6 x 13 @ 24" o.c. _ TYP. 11 • - w 10 META TOP O 5SLA 2 O 11 + J 11 -I, W �I x� L J L 1/4" BENT CONT SLOPING C x11.5 - - J J 28 1 TO O HEL ED CON 1. C 6x13 EDGER r -1 r -1 L J LED R WELDED O L J Lo �J D _KING + + WELDED TO BED EM D PLATES - L -J J 11 J E \ + + MEMBERS ------------ - - - - -- - - - - - -- - _ i 59 11 ,5 +'� � + + 11 PLATS TOP OF SL tkB S1 3 -- 5�+ J� 18 h+ + + + + L J 208' 4 3/8" ■L J L - 5 W 10 - x -- 3 L 11- �`'� OJT 11 17 11 11 +h 11 �J� 11 1 11 11 + ■ 15 N O 11 + \ c 6 x s.2 ��5� °�`� 17 +� +'` 113 11 + ++ L 1/4" BENT PLATE L 3x3x1/4 x 0' -4 8" @ 24 o.c. QQ� `c,� °J� 16 11 11 11 11 + +i 777- - L J N W x 30 J + F- WELDED TO BOTH WELDEb TO BOTH CONT. C 6 x 13 PQ' + + 11 - - -- -- - -- -- - + SSA x3x3/8 x 0' -7 /2" 15 k 20 MEMBERS TYP. BOTH MEMBERS TYP. LEDGER WELDED TO + 13 `b+ 12 + - -- - -- - -- - - -- - - -- - -- - - -- - -- --- - - - - -- - 21 qg SX�� W )ED T B TH O ` w O ; O S\ OJ O + OV 4 O cok � ENDS OF BEAM) EMBED PLATES \� + + R22 MEM RS � � L 3x3x /8 x 0' -7 1/2° �11N �` W 59� OP OF SLAB 4yi �� �OJ -------------- - - - - -- - ,� ---- - - - - -� WEL D TO BO T DRAIN S13 208' -4 1/2" 5 _ MEM ERS TOP OF SLAB m 3 -� ------- - - - - -- - - - - -- -- - - - - -- 208'- 41/4" Q 208 - 33/4" --------- - - - - -- �- -------- 1 -y8 "PLYWOOD w/ SELF 1�3 1/2" WEB - - - - -- - - TAPPING SCREWS @ 6" o.c. TO ALL MEMBERS STIFFENER BOTH 08' -3" 08' -3" SIDES OF WEB GROUND LEVEL FRAMING P LAN �8' 1 �/ 1 LYWOOD 6" JOISTS LYWOOD 6" JOISTS F 8" JOISTS • # DENOTES EMBED PLATES SHOWN ON SHEETS S2, S3 or S4. 1/4" = 1' -0" V- C 6x13 C6x13 C6x13 C8x11.5 • O# DENOTES BASE PLATES SHOWN ON SHEETS S7 and S8. @ 24" o.c. / @ 24" ox. @ 24" o.c. / @ 24" ox. TS 7x3x1/2 W 10 x 30 PER PLAN PER PLAN 1/2" BEARING PLATE 109 DETAIL 109 CLIP ANGLES W 12x210 PER PLAN W 12x210 PER PLAN PER PLAN 55 DETAIL 55 S 3 3/4" = V -0" 56 DETAIL 56 S 3 3/4" = 1' -0" O N J Z) M w a co O N WE N w a M O N J a O S3 ',OF 26 U n 00 (0(0 ._ N r O O 0 Z W D E N d. O .E N O 0 O � 0 O S3 ',OF 26 W v Z W D N W � O W o v CIO Q O Q J W W v J J S3 ',OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VA JL L By M Haeberle at 2:06 pm, Aug 21, 2013 1 0 3 -LVL 1 3/4 x 9 1/2 A 1/2" WEB STIFFENERS BOTH SIDES OF WEB PL. AND TS COL. 218' -3" N, 218' -1 7/8" 1y8" PLYWOOD STEEL BEAM STEEL BEAM -- - - - - PER PLAN 1/2" BEARING PLATE TS COLUMN PER PLAN 1" 1" 2" 2" W6x16@ 1/4" 4" DETAIL 47 SIM. TYP.. 1/. 4� V 4 3 TYP.�- 1/4" 1 1/8" PLYWOOD w/ SELF TAPPING SCREWS @ 6" o.c. C7x12.25 C6x8.2 rt�FRAMING PER PLAN _ C 7 x 12.25 @ 24" o.c. @ 24" o.c. @ 24" o.c. — )� OL 218' -3" _ 218' - 17/8" OL 218' -3" 21 ' -1 7/8" 1 %" PL WOOD 1 %.. PL WOOD 7" CHANNELS 6" CHANNELS 7" CHANNELS L 3x3x1/4 x 0' -5 1/4" i L 3x3x1/4 x 0' -5 1/4" L 3x3x1/4 x 0' -4 3/8" WELDED TO W10 WELDED TO BOTH WELDED TO BOTH AND C7 MEMBERS PER PLAN MEMBERS PER PLAN FRAMING PER PLAN W14x53 46 DETAIL 46 W10x26 4" CONT. PER PLAN P� 3 -LVL 1 3/4 x 11 7/8 PQ' DETAIL 4 5 A % + + + n n + + A % 47 DETAIL 47 s4 3/4" = 1' 0" r45 n n n n n >T 39 140 S4 3/4" = 1' -0" 4 3/4" 111 S23 \ 3 ^ c6x8.2 x 2 -2x12 LEDG.€R w/ 3/4" `� @ 24" O.C. DIA. EPDXY A(`1CHORS TS — — - - - - — - — - 1 @ 16" o.c. 5x x1/4 + + TOP F CONCRETE + + JI L 4x4x1/4 LEDGER CONT. w/ 5/8" ABoq + 218' -3" ' + 218' -3" 218' -1 7/8" 0 110 DIA. EPDXY ANCHORS 24" o.c. + S 3 32 I TYPICAL AROUND PERIMETER I L 4x4x1/4 +h +�\ 1 1�8" PLYWOOD - -- - - -- -- - - - - - -� O LEDGER tv x 1 CONT. Z& M +� TOP F PLYWOOD IU" H NGE L!4x4x1 /4 LEDGER­ C- ONT._w/_ - -� 0 J 2 18' -3" T PICA Cl) ■ _j 00 C, Pg REV. 40 REVILL, ll ll ll ll ll ll ll ll ll ll ■ 11 2 GAGE 1.3C 11 METAL DECK U 11 2 11 11 S19 11 5V8" D��PDXY ANCHORS `� �% @ 24!. o.c. TYPICAL 1 �� I W 10 x 68 L 3x3x1/4 x 0' -4 3/8" ETER OF PATIO PER PLAN WELDED TO BOTH 8 j 78 �� I MEMBERS PER PLAN + + +- I + SIM. �� S17 I A T/ B I I 3� �g � � �� - � B I 3 _ _ TS � TRUSS -- ���o� 48 DETAIL 48 I I P � II I � 78 9k'-', SIM. g V � I S23 64 S20 O \ TOP OF CONCRETE ti S4 3/4" = 1' -0" EDGE OF I AQUARI M I I 1 m I CANTILEVER I GLASS 13 I I FIELD COORDINATE AQUARIUM 5160 GAG q 1.3C MET L DEC ` _ 218'_2" 11 BELOW I I III GLASS FRAME AND GUNITE SI�' 11 8 L TS T USS OSIM. QUARIUM I 8" GUNITE POOL REINFORCEMENT WITH POOL -- 6x3eaccES - 85 84 TOP OF POOL SLAB I E OW III BY OTHERS W DOW MANUFACTURER (TYPICAL 3 OON +�+ g0 I 2 S21 TOP OF POOL SLAB e 11 C`' o I 11 1 321 212' -10" I I 76— S 16 Ts 12x8 2 x I 1 11 1 1 1 212' -10" S 11 i`71� ABOV X3 /8 iM. x 11 LVL 1 3/4 x 11 7/8 S19 20i GAGE 1.3C rET AL DECK E L � 11 ■ O I SIM. I �86I I III 63 LEDGER w/ 3/4" DIA. TS 1 TRUSS J + I TS TRUSS 8 1 S21 11 v 6 I I 8 E.A. @ 24" o.c. y 8 +v� 2 S14 ,� ■ A SIM 20 AGE .3C METAL DECK + 2 S 11 83 TOP OF PLY. OL 10 v N 6+ L - -- 1— �� +� — — — 1� III I �II 7 S20 +`° 213' -5' �` Al S11 SIM.OL fiO + 11 11 123 11 11 P�O� � �� -� z—L� /a 1 /2 �rx6 - / + + + m 2 , C�, �+ . +: J C) BENEATH IND W + + 79 �� TRUSS 80 + + 3 6x8.2 LEDGER +�O \ 8 Tr TT TT TT TT TT 1T Tr TT R 2 =LVL 1 3/4 x 11 7/8 + 11 11 11 9 11 O CANT. WELDED TO 1 1 �� TS AX4X11 + + O EM ED PLATES SIM. TS TRUSS 1 O J 1 6-10.5 LEDGE Z TT Tr n n O OP O PL OOD � �� � FLOOR � CONT. WELDED � +� J� 8 TE R RAIN 77 EMBED PLATES "' ' r OJ 218' T' U _Z S 16 a� 11 8" GUNITE POOL EDGE OF 2 - L L o 1 3/4 x 11 7/ P� L -.. `. -. -.. -..�. P o \ J ■ / CRER 4 0'` TOP OF PLYWOOD 1 1 1 1 BY OTHERS CANTILEVER 0 o N +0 J TOP OF CONCRETE 218'_3" C 6 x 8.2 @ + T EAT D 2 x 12 PL S V 1 3/4 M � ;L 3 -LVL 1 3/4 11� � `�' o 4 � 1 I 1 � � 218' -r' 7 N x 11 7/8 LEDGER w/ 3/4' D A. S TR - - - - - - ^ a p �\ L 3x3x1/4 x 0' -4 /8" 38 O EPDXY NCH RS 16" .c. ►1 / 1 �\ k <v 3+ N X Q I 3 LVL 1 3 4 x a + WELDED TO B TH 51 1 � X LVL 1 3/4 x 11 7/ 16" o.c. 1 11 8 BE T 20 MMB - w U E AL DECK 8 6 �O P�OJ� TOP 4 1/2" SLAB "MIU" HANGER �+ J � O � R 48 S4 BENT PLATE 1/2" x 0' 7 1/2" \dx� S1 1 W 6 x 20 - x +3� TALL w/ 3" LEGS WELDED - - I ■ ^�ti = \� ' L 1-1 S4 \� �� J� TO BOTH MEMBERS X �' "BA" HA ERS co L 1 3/4x11 7 ST RS W `- 8 Zr 51 WELDED O 1 jr p+ +e n O °+ S 15 � 10 I -> TOP OF LY. 8 - 7 n N J x � J Q� O S4 STEEL BEAM TY ,�\ 47 � '�� - 0 130 � _J 6 —5— — — �, \� N TS TRUSS _ � BENTJL x x x - -1 + > N — I h+ LVL 1 3/ x 11 7/ ■ 0' -1 1/4 + ■ ■ ■ - 0' -7 1/2" LD N r 1 _ ■ J 6 +0� i 3 - LVL 1 3/4 x 9 1/2 >1 - -- - -_ ^+ S4 16'0.. 5 11 ROL. O ARM ABOVE - _ - �g�OJ W - 7 X TO BOTH MBRS. + � + 8 BY OTHERS ■ Q 2-/ LVL 1 3/4 x 11 7/8 1 W 10 x 19 OA1T 5 + • ROL 9 x ll ll ll ll 11 ll ll ll L _ .. ROL.� 74 311 0 �■ C 6 x 8.2 24" C. X I S5X5X1I VV■ 12 \� �-1 -I 79 )0 iT 7 �■ �� 8 r� O 8 L 3x3x1/4 x 0' 3/8" - - - - - (80JEh +�+ �i y1- S18 O WELDED T H _ P X6 J k �+ 5 Q� S T 12x4x3/ O O T - — ,� x _ _ 6' �" 7 D� '�� JL x x1/4 x ' 9 1/4" C° co cfl o +3`O 27/„ M 2 5 O k P a + RING CO L TS TRUSS MMBRS. +�\ h��` WE ED TO BOTH s`� 8 O ^ry g0 P p @ ■� - k ELEV + x CO �w N ^ co 5 SIM. 3 �- LVL 3/4 11 / 1 O.C. ■ ■ OR ^� S. D J � P 1 2 7 N �- ■ WELDED TO BOTH o MLR WELDED TO BOTH M - ll O �� 53 PLV' W 14 x 53 O r- x3x /4x0 81/4 ■ ll3 LVLll1 ll x ll1,7/ _ k V M MMBRS o 3 322 • 4 2 -2x 2 LEDG w/ 46 22 GAGE 0. C META DECK / x6x L2 625x3x1/ CLOSU E ANGL � 1 3/4):11 / @ 1 ' o.c k 1 2 3t4 IA EP_ _ Y 5 7 x 14.5 @ 16 o.c. ? / S' L E ■ 1 0 ANCHORS 4" 4 34 AROUND PERIMETER. 2 5/8' TS 6x6x114 W +� v L 3x3x1/4 X0'- 1/4" S4 6 \ y • T O S9 O.C. S - - -- CONCRETE TOPPING REINFORCED +`o ABOVE ° WELDED TO BOTH X6 4 2 x 4 @ 16 o.c. LO 0 N MMBRS. • -- w/ WW 4 T o X 5 O\lE L3 3 1/4x0'51/4" x 2 -LV 13/4\/ ll ll 11 Fox /W xW CE E ED co P TOP F PL % x 11 8 S • '2\LVL 1 3/4 x 11 7/8 TS x ABOV C 7 x C. W L ED TO B TH � i -- .. s �� 1225 2 oc M ex � - - � N I _ x i 193'r5" M B S. - M 3- x6 Tr - N F j 3 — Ua J L 3 x 3 x 1/2 x 0' 7 1/2" OVE J 3 -LVL 1 3/4 x 11 7/8 2 WELDED TO BOTH +`o P - TH ES - PC 1/4 � LE ti x0'6'60 SID L3 3x1/4x '51/4" I° 1dx1 N VELD CHANNEL J L 3x3x1/4 x 0' -9" �O 4 � -_ MMBRS "b O�� I r 6 / \ 2 -LVL i OF EB M BRED T BOTH TO OF PLY OOD v N ° WELDED TOW 12 P 7x v - -- ' 52 1 +� N� TS 12x 1/4 • �� OPEN \ 1 3/4 x S' 18'-3" �, Q AND 1/2" PLATE 2/8, 0` x 36 - --- - - - - - - 34 i �C 12 x TS 12x6 1/4 X1,1 7/8 I (2 TYPICAL) 7 N - \� - — 1 1j"�' t� n C �� EMBED PLATE 1/2" x S11 o U N + `V TOP o8 PLYWOOD � N — ��� �� +h +� c 12 x 20.7 wti 23 45 w 2' 6„ 2' 10" x 1' -2" w/ 6 - 5/8" DIA - ex g ROLLED h+ W 12x65 x 4" H.A.S. WELDED TO _ �L 1 + \� S 1 Q Y�26 S4 J L 3 x 3 x 1 /4 x 0' -8 /4" 5 g+ 5b+ L J J W J 10J J x J C NT. J N L�j PER PLAN 10 BACK. J J TZ��41 _ J WELDED TO BO H EMBED PLATE 22 �+ �+ 278 W 10 x 45 MMBRS 22 „ �� . N 7r3x3x 0'- 1/4" MAIN LEVEL FRAMING PLAN 3/4" 11-01, o WELDED TO BOTH C5 Cq W 10 x 39 MMBRS S5 +�� W 8 x 15V� 6 S\ S\ O 3 • _.. _DENOTES 1/2" PLYI �D SHE/ V�ALL PER EXTERIOR 1 /4" = 1' -Q" �� � �l } � N m L 3x3x1/4 x 0' 6 1/2" @ 24 "10 � 5 �5� +�+ ■ `� SHEATHING SPECS � WELDED TO BOTH 47 6 j pQ in W 10 x b 54 �_� 101 " �� �i +�\ <b J 3 x 3 %2 x 0'-7 1/2" • # DENOTES EMBED PLATES SHOWN ON SHEETS S2, S3 or S4. MEMBERS S4 Q �8 S\ OJ � +`� OJ 47 1 1/2" 1 1/2" � 11 5 tj 5 P �5 P 34 WELDED TO BOTH Or 2" or 2" • # DE TES BASE PLA ES SHOWN ON HEETS S7 an. g �8 /8" 37 MMBRS W 10 x 100 195' -6" 1 2 1" 1" •FIREPLACE HEARTH DESIGNED TO SUPPORT 8000# STONE. W 12 x 279 PER PLAN N FRAMING PER TYP. 1/4° TS COLUMN PER PLAN CONT. "2x" PLATE PLAN PER PLAN JL3x3x1 /2 x 0'-7" 4' 3" FINISH + ° WELDED TO W 10 TYP. 3" FINISH - 218' -3" AND 1/2" PLATE 2 -3" 1/ 1/ "BEARING 218' -3� 3" FINISH 1 3 TYPICAL 1 - 218' -3" or PATE 1 11 PLYWOOD OIL 1 " PLYWOOD ( ) 1 PLYWO D 1 1�8' PLYWOOD �g" + �8 1 PLYWOOD 228' -9" �g �4" TOP FLANGE 7" CHANNEL `V 7" CHANNELS 11 7/8" JOISTS 7" CHANNELS 2' 6" 2' 11 7/8" JOISTS 1 1/8" PLYWOOD W 10x68 EMBED PLATE 1/2" x 4 4 PER PLAN 10" x V -4" w/ 6 - 5/8" DIA 4 STEEL BEAM _l L 3x3x1/4 x 0' -5 1/4" L 3x3x1/4 x 0' -5 1/4" 10" 1/2" WEB WELDED TO BOTH x 4' H.A.S. WELDED TO PER PLAN WELDED TO BOTH BACK. W 10 x 39 PER 5/8" DIA. M.B. @ 24 O.C. STIFFENER `� MEMBERS PER PLAN "BA" HANGER WELDED MEMBERS PER PLAN PLAN STAGGERED BOTH BOTH SIDES OF 3 SIDES TO STEEL BEAM TYP. SIDES OF WEB WEB 1 /8., OF WEB 5o DETAIL 50 49 DETAIL 49 EMBED PLATE 21 DETAIL 5 2 L • ' 111 U n CO O O 0 � Z a�lzt W D N d O -0 ti nO O � O Q > O L • ' 111 21 3/4„ = 1' -0" 52 51 D E TAIL 51 _ S4 3/4" = 1' -0" S4 3/4" = 1' -0" S4 OF 26 S4 3/4 = 1 -0 S4 3/4" = V -0" W v Z W D N W � O W o v � Q O Q J W W v J J 21 3/4„ = 1' -0" 52 51 D E TAIL 51 _ S4 3/4" = 1' -0" S4 3/4" = 1' -0" S4 OF 26 S4 3/4 = 1 -0 S4 3/4" = V -0" 1/4" 4" 1/2" BEARING PLATE 1/4" 4" TS COLUMN PER PLAN 1/4" 2" 2" 35 DETAIL 35 ROOF PER ARCH'LS TOWN OF A Aug 21, 2013 3 SID OF WEB F F WEB 3" FINISH PER ARCH'LS 1 %" PLYWOOD EEL BEAM STEEL BEAM E R PLAN PER PLAN t ti C SOIL 8 "TO 9" RIGID INSUL. 230' -4" 5" SLOPING TO 4" 118" PLYWOOD 1178" RAFTERS - 3" 228' -9" 2 -LVL 1 3/4 x __ 1�8" PLYWOOD 11 7/8 PER 8" JOISTS PLAN CUSTOM "MIU" HANGERS 37 DETAIL 37 s 5 3/4" = V -0" FRAMING 1)1)01 � c/o,, 3" 228' -9" Y4.' 1%$•' FLYVVUUU 12 228' -3" AK 1178" JOISTS 4 4 3 P� �000 CONT. "2x" 6" �4 RS SKEWED "HU" HANGERS PER PLAN PAVERS A- •- PLYWOOD TO 3" @DRAINS .• • 231' -6" 1/2" PLYWOOD I —� -- 31. 228 -9 BOTH SIDES I I= III =� SOIL 8" TO 9" 1�/8" PLYWOOD RIGID INSUL. 5" SLOPING TO 4" 230' -4" 117x" JOISTS 1y8" PLYWOOD BANGERS STEEL BEAM PLATE w/ 5/8" „ RpF�E CUSTOM SKEWED "HU" 2 - LVL 1 3/4 x 11 7/8 PLUS FLITCH 1178" RAFTERS )ED TO STEEL PER PLAN DIA. M.B. @ 24" �1 �S BEAM o.c. STAGGERED HANGERS PER PLAN PLATE 1/4" x 12" CONT. w/ 5/8" DETAIL 34 DIA. M.B. @ 16" o.c. STAGGERED 3 -LVL 1 3/4 x 11 7/8 DETAIL 32 PER PLAN 34 W 10 x 22 PER 32 N PLAN - PACK -OUT WEB, BOLT w/ 5/8" 55 - ``' DIA. M.B. @ 24" O.C. 3/4" = V -0" 3 - PC. 1/4" PLATE - -- SADDLE w/ 2 - 3/4" STAGGERED "MIU' HANGERS _ DIA. M.B. 3.7 4 1 114"V3 SIDES 33 1 /2" PLYWOOD 4 TS 5x7xl/2 0 0`0 S5 FRAMING PER PER PLAN 7' S5 PLAN, W 1 o x 30 �� j 5 A' ROOF PER DETAIL 30 n n n n n n -- ARCH'LS 2 -LVL 1 3/4 x 11 7/8 30 3 PLUS FLITCH PLATE S1 3 I 21 1/4" x 12" CONT. w/ 230' -4" S5 3/4" = 1' -0" 0 5/8" DIA. M.B. @ 16" ot 1 I oL 229' -9 1/8" HI o.c. STAGGERED T OF PLY VOC D VARIES, 35 11/8" PLYWOOD 229'-10 1/8" ■ I 229' -1 5/8" LO N S5 1178" RAFTERS SIM. ROOF x 1 " PLYWOOD 0 1 1"N o I P)223 �8 2 �- D AIN 0 7 ti Vp - W 12 x 26 \� SI S O D O F 11 /8" RAFTERS � N ■ 15 S I �g LVL 1 3/ x 11 /8 @ o.c. 0 "MIU" HANGERS PER 1 N x 11 7/8 TYP 35 _ PER PLAN 2" 4" 2" N ® 9 co 18 PLYWOOD 1178" RAFTERS lo FRAMING PER 23/4" "�A" ANGER. N S5 r PLAN EL ED TO M DETAIL 39 3 - PC. 1 /4" PLATE C1`1 � +`O TEFL B M �;�" I �+ 39 SADDLE w/ 2 - 3/4" `'' 124 +� 1/2" WEB S$ TOP FLANGE STIFFENER BOTH 1/4" BENT PLATE 3" FINISH "BA" HANGER SIDES OF WEB w/ 2 - 3/4" DIA. M.B. 4 - L PER ARCH'LS THRU EA. MMBR. ■� 218' -3" or 228' -9" 1%" PLYWOOD - or 237' -10 1/4" 2 STEEL BEAM STEEL BEAM w PER PLAN PER PLAN '` I dX ------- - - - - -- 3 SIDES Cl) I 35 OF WEB 1/8" TS COLUMN S5 PER PLAN 1/4" BENT PLATE J ' w/ 2 - 3/4" DIA. M.B. THRU 2 - LVL u WELDED TO W10 �+ 36 DETAIL 36 s5 3/4" = 1' -0" 3 -LVL 1 3/4x9 1/2 ti`L +pJ� 0 SKEWED @X - - - - - -- 12.1179 � 4� "2x" CONT. W 10 x 22 BEAM 27/8 PLATE w/ 5/8" PARALLEL TO RIDGE 1/4" 4" DIA. M.B. @ 24" BEYOND PER PLAN o.c. STAGGERED 3/4" PLYWOOD 11S 11 o �' EF W 10x30 - RAFTER PER PLATE BEARING W 10 x 30 REFTE R PER o PLAN SKEWED 8 PLAN SKEWE -D 8 q, +� DEGREES FROM TS 3x3x1/4 DEGREES FROM RIDGE RIDGE PER PLAN FLITCH PLATE BEAM 3 PC. 1/4" PLATE 1/4" PER PLAN PARALLEL INVERTED SADDLE w/ FLITCH PLATE BEAM TO RIDGE 4 - 3/4" DIA. M.B. PER PLAN PARALLEL TO RIDGE 229' -9 1/8" N L0 ti N ti r r � r = N 2' 2' PARALLEL T IDGE TO FLITCH R RAFTER 3s DETAIL 38 S 5 3/4" = 1' -0" 2" 4" 2" 3 - LVL 1 3/4x 11 7/8 PER PLAN `1% YP. 1/4 3 SIDES u u u u u ll s5 3/4" = 1' -0" �� x 1� W 8 1� �� 1� DIA. M.B. THRU LVL'S - 3 PC. 1/4" PLATE • F -1 F_ F _1 SADDLE w/ 2 - �� W 10 x 30 3 - LVL 1 3/4 x 9 1/2 TS 7x5x1/2 �, 3/4" DIA. M.B. 00 33 �� co 00 N Li3x3x1 /4 x 0' -6" N N PER PLAN 1/4" 111 �w+ s5 N �i'WELDEDTO DETAIL 31 3 TS COLUMN S5 S23 `, x x i BOTH MEMBERS x x PER PLAN 0 0 TYP. 0 0 r3l 3 � � s5 3/4" = 1' -0" 29 DETAIL 29 L W 8 ,x 18 J LW 8 x 18 J L W 8 x 18 \� 114 —I -j F ��__ � +`b 28 19,- EDGE OF -- S6 TYP. S6 42 LOWER ROOF 3 TOP OF PLYWOOD S1 BENT PLATE 1/2" THICK L 3x3x1/4 x 0' -4 3/8" �� 223'-9 3/4" 0 �■ 35 �� 13' -63$„ 6 8 1/4" TALL w/ 3" LEGS 6 co WELDED TO BOTH M WELDED TO BOTH �L +OJ�i O L +OJT' =0 MMBRS TYP. +` \� +�0 `X°x \� S5 L �� ' o ++ - - -- ++ �o+�+ S6 — 4'-93/, MEMBERS P� PQ' a R+ N +�+ SIM. ■ 10 7c -- 2_6 114 4 W 10 x 30 2 - LVL 1 3/4 x 11 7/8 0� + _ _ +� �+ �. -1 -1 _ x - - W 12 x 26 w 0� l.i 2 2 - 1T 7/8 3 7 x .2 16 C. 2 LVL 1 3/4 x 11 7 8 � _ 2 C 6 8 @ ,� r. 3 -LVL 1 3/4x9 1/2 3 -LVL 1 /4x9 1/2 8 L J S1 J J FRA E IG J J = J J J - - 35 I 5y5� = 3- VL 1 3/4 9 1/2 + I -��+ Tj' LVL 1 3/ x 1 7/8 16" o.c. _SI rr �S x ll ll ll ll C\1 -+ -+ TT y +g W 10 x 54 0 +3 +6 - M LVL -+ _ DF #1 6x12 TT r � 24 1 5 1 3/4 -- .. — . —.. _ _- .. APPLIED M 1 3/ x 11 7/ I -� x 11 7/ - + 4 ll ll � ■ o � � 3 3x1 /4 x 0' -5 3/4' ,L�6 � � 2 -LVL 1 x 11 7/8 x � 8 I I "T WELDED TO 0TH' / S7 x �\ J ■ @ 24 1 1 •- J � . HA R MEMBERS 0i TOP PL OOD Vol �'( � I \ IU" 96 fG+ v 28' -9.. / H NGERS w oAq, -� +`b+ X S$ =� u', x Q �q TY z ,} 15'- �c� " x F x C 6 x 8.2 @ 16" c. x O �+ J� 00 �`\ 8 28 LVL 1 3/4 x 11 7/8 @" 16" OX c) /c~1)\ � � �5 Q>O 5 � -1 "MIU" "MIU" H NGERS 00 L 3x3 1/4 x ' -4 3/ " Q Q TEMPORARY S9 1.,� h �O� TYPICA ° jl S6 C) < x TOWER CRANE x = "L "B " HA G R ``' 2Xg WEL EDT BOT \ u_ COORDINATE STEEL m 2 1 + ^ \� J o 2 -LVL 1 3/4 W E - -D T S EEL 35 BOV D A 0 L CONN. @ w `' x w } ^� LVLT +� jT - x 11 7/8 ■ MMB STY J f o TO TE SHOP x 7 +� �_ I � /4 x BE M T P. -- -i _ S5 35 — \ � S5 �' � GS �0 x O �O� >ti � ■ 3 +^ 11 7/8 � - -- — - -- --- 7 2 -LVL 1 3 x 11 7/8 6I `\ TS 6XgX112 r- Q 44 �5n'OJ + B E �\ r �r + �o� 0 2 -LVL 1 3/4 x x + P C`' �g +J� N s3 � 40 0 � � � .. — — -- N 117 /8 ABOVE �� I Z rr rr rr 5 � S 12 P� o � � o+ CONT. + ° Pll ll - W ll ll 10 - ll L J x J L J -26 L J CO TIN US ^ S6 41 Q +� x LVL 13/4 \R T1TT TT Tr Tr �\ ---- Tr — Ts � S6 x ��� o�� 3+ I M � x 11 7/ — —j I } � mob• 3+ OJ 34 �+ p+ g ------ - 6k 1�2 TS 8x4x3/8 �h Q N ■ \tk �r1 4" BENT LATE W LDED @ — — O x ' ^ �'` ^ co S5 5 ■ 0 �+ 36 RING CONT. �� — O� O W 10 / 4 5/8" IA. „MIU" ANGER 24 0 g VL 3/4 x 8 12' o.c 1' =7" - - - - - - -- TS 12 x + c. M ��m0 rr N B. THR 2 - LVL 4 3� TYPIC L 0 A" H NGE S � 5 )CUSTOM "MIU" U" ' � X WELDED TO � HA GER P � ELE I OFD ------------ -- N R J S5 STEEL BEAM ^\ _ x > 3/ x 1 7/8 16" o c. 2- L L 1 3 x 1 53 • ��} �D _- -�3 +J� 2 LV 1 3/4 I 53 +�� J J \� PA K O T EB / ° 112 N +0 BA' HANGER J SOLID BLOCKING `cam 6X6X S22 �� R 0o- - - �P�O = 0 114 x NT. I N ■�� +��� \� C� - x •- � 11 � � � N 1- ' �L WELDED TO J KEW ED "H BOLTED 4' o. W/ 5 E CUSTOM I 3 37 + DRA ch �_ N - - -- S6 x r> O /8� +�\ °' �5 gI W co ANG RS P. I L `L J� I SOLI BLO C KIN @ - + _ _ q, U. Qm n�i O "MIU" H NG RS S5 0 - 24" o. . BE E H P LVL 1 3/ - P� 43 ROVE _ ------ - - - - -- - - -- S12 6 3 C. 1 4" PLAT } SNOW GUARDS 0P + ' x 1 7/8 /RP z X53 J� ON +g \� 19 a C I "MIU" HANGER 3/ll 1 /8 PL S FL -2x6 `L+ -- +2 L_VL 3/ r - - -___ O.C. LVL 1 3/4 - O 0 0 P Q H ll . `U B CKE WELDED - - 11, P + + x U P� S 12 TYPICAL Tf T EL ATOR T P OF PLYVCO D _LUS FLAT 7/g 0 PL TE /4" u ll ll - - M m ., A -�? ~ M 12" ll M HA GER _ `L+ LVL 1 3/4 x 11 7/8 @ 24" .c. 230' " T CAL W • PLAT `� + 3 L VL 1 3/4 x 11 7/ > ----------------- _ 4.. � - - - -- 32 • + 3X3 � � O oc _ - 6' LV ROOF x �---------- - - - - -- - S D R_ O F 22 x r. z m • x 38 I 3 -2 6 �0+ AIN 0 O r: • U CiX / ON ■ ` TOP O P OD I o� 9 1/4" BENT PLATE 8 1/4" C x = o - - - - -- -- - - -- 8' 3' c� 'Nk ` R ■ BOTH �_� � � 5 ALL WE DED TO 38 � � 0 � � ^ -F 00 - / OP F P Y OD O MEMBERS "' z 0 + CUSTOM �A 3 _ 0 S5 " LIJ D I �( VL ■ 22 '-1 /8' TO OF PL WOO ^ -� �r N x > 0 J SKEWED "HU" �+ �\ 1 3/4 p o> n�� 7 x 7 5 h+ x 11 7/8 - r, c1) TOP OF PLYWOOD L L 3/4 x T @ 12" O.C. HANGERS TYP. + �\ CON INU x m 0 P ��1 30 h+ US LVL 13/ x 11 7/8 @ 24" o.c. g3 +J� ���0 "' 1 0 `' �O • W 2 228' -9" I 29 S5 ���+ 31 +� +�\ ll ll llVV FllR A M N1. 11 LL SOLID BLOCKING 5 Tf n ~ _ a i - S5 31 1� N ■ L+ J� FIRST 4' -0" @ 4'0" O.C. +`O � 3 -LVL 1 3/4x9 1/2 S5 29 LVL j1 3/4 11 7/ @ 24 O.C. - - -- _L Wx- ? --L /4x - + + Q `l S5 g E 7/ OVA 1 7 AB 2 -LVL 1 3/4 x M ■ x 3\ ■ J J ■ J�' ■ 11 7/8 ABOVE RE 3- LVL 1 3/4 x 11 7/8 > S S > . 5 O O M L 5x5x5/16 x 0' -11" ��+ 101 ��+ -� -� -� e° N ° N M w/ 2- 3/4" DIA. M.B. �5 S 1 0 N N N N J FRAME TWC� - "BA" HANGERS �_ I I _ J THRU 2 -LVL COPE WELDED TO J LL1 u ilu u ull 10 x b 6 TS � -W -TO AS REQ'D. STEEL BEAM E 3\ G JL 3x3x1A x 0' -8 1/4" 2 LVL 1 3/4 x 11 7/8 , -_ Q X + WELDED TOW 10 2 -LVL 1 3/4 x 114 �0 O W +�o e0 G+ x CD 0 > 2 ��� L� dig 3 4y) 4 _18' -75� w/ 4 - 5/8" DIA. M.B. 11 7/8 ABOVE 28 S6 H m S7 — 8 THRU 2 -LVL 6 "MIU" HANGERS S6 TY c\1 LOWER ROOF & UPPER LEVEL FRAMING PLAN EDGE OF S10 TYPICAL 6 231' -1 5/8" ROOF PER — LOWER ROOF 1 )) ARCH'LS 17' -6j „ I —III I SOIL 8" TO 9" • -.. - DENOTES 1/2" PLYWOOD SHEAR WALL 1/4" — 1' -0„ M I I =III PER EXTERIOR SHEATHING SPECS. RIGID INSUL. •SHADED AREA DENOTES SNOWGUARD SUPPORT OR OVER - FRAMING. 5" SLOPING TO 4" 229' -10 1/8" • O DENOTES BASE PLATES SHOWN ON SHEETS S7 and S8. 18" PLYWOOD STEEL BEAM OR WALL PER 1178" RAFTERS PLAN - "BA" HANGERS WEL ED TO STEEL BEAM 1./2" PLYWOOD u —� N v v W D W � W W W J J ..0 _ N ti dti n O O o Q J . � 00 N O O It 0 O E O O O nQ > W O Q 0 33 UC IFiIL JJ I S5 OF 26 231' -6" 1/2" PLYWOOD I —� -- 31. 228 -9 BOTH SIDES I I= III =� SOIL 8" TO 9" 1�/8" PLYWOOD RIGID INSUL. 5" SLOPING TO 4" 230' -4" 117x" JOISTS 1y8" PLYWOOD BANGERS STEEL BEAM PLATE w/ 5/8" „ RpF�E CUSTOM SKEWED "HU" 2 - LVL 1 3/4 x 11 7/8 PLUS FLITCH 1178" RAFTERS )ED TO STEEL PER PLAN DIA. M.B. @ 24" �1 �S BEAM o.c. STAGGERED HANGERS PER PLAN PLATE 1/4" x 12" CONT. w/ 5/8" DETAIL 34 DIA. M.B. @ 16" o.c. STAGGERED 3 -LVL 1 3/4 x 11 7/8 DETAIL 32 PER PLAN 34 W 10 x 22 PER 32 N PLAN - PACK -OUT WEB, BOLT w/ 5/8" 55 - ``' DIA. M.B. @ 24" O.C. 3/4" = V -0" 3 - PC. 1/4" PLATE - -- SADDLE w/ 2 - 3/4" STAGGERED "MIU' HANGERS _ DIA. M.B. 3.7 4 1 114"V3 SIDES 33 1 /2" PLYWOOD 4 TS 5x7xl/2 0 0`0 S5 FRAMING PER PER PLAN 7' S5 PLAN, W 1 o x 30 �� j 5 A' ROOF PER DETAIL 30 n n n n n n -- ARCH'LS 2 -LVL 1 3/4 x 11 7/8 30 3 PLUS FLITCH PLATE S1 3 I 21 1/4" x 12" CONT. w/ 230' -4" S5 3/4" = 1' -0" 0 5/8" DIA. M.B. @ 16" ot 1 I oL 229' -9 1/8" HI o.c. STAGGERED T OF PLY VOC D VARIES, 35 11/8" PLYWOOD 229'-10 1/8" ■ I 229' -1 5/8" LO N S5 1178" RAFTERS SIM. ROOF x 1 " PLYWOOD 0 1 1"N o I P)223 �8 2 �- D AIN 0 7 ti Vp - W 12 x 26 \� SI S O D O F 11 /8" RAFTERS � N ■ 15 S I �g LVL 1 3/ x 11 /8 @ o.c. 0 "MIU" HANGERS PER 1 N x 11 7/8 TYP 35 _ PER PLAN 2" 4" 2" N ® 9 co 18 PLYWOOD 1178" RAFTERS lo FRAMING PER 23/4" "�A" ANGER. N S5 r PLAN EL ED TO M DETAIL 39 3 - PC. 1 /4" PLATE C1`1 � +`O TEFL B M �;�" I �+ 39 SADDLE w/ 2 - 3/4" `'' 124 +� 1/2" WEB S$ TOP FLANGE STIFFENER BOTH 1/4" BENT PLATE 3" FINISH "BA" HANGER SIDES OF WEB w/ 2 - 3/4" DIA. M.B. 4 - L PER ARCH'LS THRU EA. MMBR. ■� 218' -3" or 228' -9" 1%" PLYWOOD - or 237' -10 1/4" 2 STEEL BEAM STEEL BEAM w PER PLAN PER PLAN '` I dX ------- - - - - -- 3 SIDES Cl) I 35 OF WEB 1/8" TS COLUMN S5 PER PLAN 1/4" BENT PLATE J ' w/ 2 - 3/4" DIA. M.B. THRU 2 - LVL u WELDED TO W10 �+ 36 DETAIL 36 s5 3/4" = 1' -0" 3 -LVL 1 3/4x9 1/2 ti`L +pJ� 0 SKEWED @X - - - - - -- 12.1179 � 4� "2x" CONT. W 10 x 22 BEAM 27/8 PLATE w/ 5/8" PARALLEL TO RIDGE 1/4" 4" DIA. M.B. @ 24" BEYOND PER PLAN o.c. STAGGERED 3/4" PLYWOOD 11S 11 o �' EF W 10x30 - RAFTER PER PLATE BEARING W 10 x 30 REFTE R PER o PLAN SKEWED 8 PLAN SKEWE -D 8 q, +� DEGREES FROM TS 3x3x1/4 DEGREES FROM RIDGE RIDGE PER PLAN FLITCH PLATE BEAM 3 PC. 1/4" PLATE 1/4" PER PLAN PARALLEL INVERTED SADDLE w/ FLITCH PLATE BEAM TO RIDGE 4 - 3/4" DIA. M.B. PER PLAN PARALLEL TO RIDGE 229' -9 1/8" N L0 ti N ti r r � r = N 2' 2' PARALLEL T IDGE TO FLITCH R RAFTER 3s DETAIL 38 S 5 3/4" = 1' -0" 2" 4" 2" 3 - LVL 1 3/4x 11 7/8 PER PLAN `1% YP. 1/4 3 SIDES u u u u u ll s5 3/4" = 1' -0" �� x 1� W 8 1� �� 1� DIA. M.B. THRU LVL'S - 3 PC. 1/4" PLATE • F -1 F_ F _1 SADDLE w/ 2 - �� W 10 x 30 3 - LVL 1 3/4 x 9 1/2 TS 7x5x1/2 �, 3/4" DIA. M.B. 00 33 �� co 00 N Li3x3x1 /4 x 0' -6" N N PER PLAN 1/4" 111 �w+ s5 N �i'WELDEDTO DETAIL 31 3 TS COLUMN S5 S23 `, x x i BOTH MEMBERS x x PER PLAN 0 0 TYP. 0 0 r3l 3 � � s5 3/4" = 1' -0" 29 DETAIL 29 L W 8 ,x 18 J LW 8 x 18 J L W 8 x 18 \� 114 —I -j F ��__ � +`b 28 19,- EDGE OF -- S6 TYP. S6 42 LOWER ROOF 3 TOP OF PLYWOOD S1 BENT PLATE 1/2" THICK L 3x3x1/4 x 0' -4 3/8" �� 223'-9 3/4" 0 �■ 35 �� 13' -63$„ 6 8 1/4" TALL w/ 3" LEGS 6 co WELDED TO BOTH M WELDED TO BOTH �L +OJ�i O L +OJT' =0 MMBRS TYP. +` \� +�0 `X°x \� S5 L �� ' o ++ - - -- ++ �o+�+ S6 — 4'-93/, MEMBERS P� PQ' a R+ N +�+ SIM. ■ 10 7c -- 2_6 114 4 W 10 x 30 2 - LVL 1 3/4 x 11 7/8 0� + _ _ +� �+ �. -1 -1 _ x - - W 12 x 26 w 0� l.i 2 2 - 1T 7/8 3 7 x .2 16 C. 2 LVL 1 3/4 x 11 7 8 � _ 2 C 6 8 @ ,� r. 3 -LVL 1 3/4x9 1/2 3 -LVL 1 /4x9 1/2 8 L J S1 J J FRA E IG J J = J J J - - 35 I 5y5� = 3- VL 1 3/4 9 1/2 + I -��+ Tj' LVL 1 3/ x 1 7/8 16" o.c. _SI rr �S x ll ll ll ll C\1 -+ -+ TT y +g W 10 x 54 0 +3 +6 - M LVL -+ _ DF #1 6x12 TT r � 24 1 5 1 3/4 -- .. — . —.. _ _- .. APPLIED M 1 3/ x 11 7/ I -� x 11 7/ - + 4 ll ll � ■ o � � 3 3x1 /4 x 0' -5 3/4' ,L�6 � � 2 -LVL 1 x 11 7/8 x � 8 I I "T WELDED TO 0TH' / S7 x �\ J ■ @ 24 1 1 •- J � . HA R MEMBERS 0i TOP PL OOD Vol �'( � I \ IU" 96 fG+ v 28' -9.. / H NGERS w oAq, -� +`b+ X S$ =� u', x Q �q TY z ,} 15'- �c� " x F x C 6 x 8.2 @ 16" c. x O �+ J� 00 �`\ 8 28 LVL 1 3/4 x 11 7/8 @" 16" OX c) /c~1)\ � � �5 Q>O 5 � -1 "MIU" "MIU" H NGERS 00 L 3x3 1/4 x ' -4 3/ " Q Q TEMPORARY S9 1.,� h �O� TYPICA ° jl S6 C) < x TOWER CRANE x = "L "B " HA G R ``' 2Xg WEL EDT BOT \ u_ COORDINATE STEEL m 2 1 + ^ \� J o 2 -LVL 1 3/4 W E - -D T S EEL 35 BOV D A 0 L CONN. @ w `' x w } ^� LVLT +� jT - x 11 7/8 ■ MMB STY J f o TO TE SHOP x 7 +� �_ I � /4 x BE M T P. -- -i _ S5 35 — \ � S5 �' � GS �0 x O �O� >ti � ■ 3 +^ 11 7/8 � - -- — - -- --- 7 2 -LVL 1 3 x 11 7/8 6I `\ TS 6XgX112 r- Q 44 �5n'OJ + B E �\ r �r + �o� 0 2 -LVL 1 3/4 x x + P C`' �g +J� N s3 � 40 0 � � � .. — — -- N 117 /8 ABOVE �� I Z rr rr rr 5 � S 12 P� o � � o+ CONT. + ° Pll ll - W ll ll 10 - ll L J x J L J -26 L J CO TIN US ^ S6 41 Q +� x LVL 13/4 \R T1TT TT Tr Tr �\ ---- Tr — Ts � S6 x ��� o�� 3+ I M � x 11 7/ — —j I } � mob• 3+ OJ 34 �+ p+ g ------ - 6k 1�2 TS 8x4x3/8 �h Q N ■ \tk �r1 4" BENT LATE W LDED @ — — O x ' ^ �'` ^ co S5 5 ■ 0 �+ 36 RING CONT. �� — O� O W 10 / 4 5/8" IA. „MIU" ANGER 24 0 g VL 3/4 x 8 12' o.c 1' =7" - - - - - - -- TS 12 x + c. M ��m0 rr N B. THR 2 - LVL 4 3� TYPIC L 0 A" H NGE S � 5 )CUSTOM "MIU" U" ' � X WELDED TO � HA GER P � ELE I OFD ------------ -- N R J S5 STEEL BEAM ^\ _ x > 3/ x 1 7/8 16" o c. 2- L L 1 3 x 1 53 • ��} �D _- -�3 +J� 2 LV 1 3/4 I 53 +�� J J \� PA K O T EB / ° 112 N +0 BA' HANGER J SOLID BLOCKING `cam 6X6X S22 �� R 0o- - - �P�O = 0 114 x NT. I N ■�� +��� \� C� - x •- � 11 � � � N 1- ' �L WELDED TO J KEW ED "H BOLTED 4' o. W/ 5 E CUSTOM I 3 37 + DRA ch �_ N - - -- S6 x r> O /8� +�\ °' �5 gI W co ANG RS P. I L `L J� I SOLI BLO C KIN @ - + _ _ q, U. Qm n�i O "MIU" H NG RS S5 0 - 24" o. . BE E H P LVL 1 3/ - P� 43 ROVE _ ------ - - - - -- - - -- S12 6 3 C. 1 4" PLAT } SNOW GUARDS 0P + ' x 1 7/8 /RP z X53 J� ON +g \� 19 a C I "MIU" HANGER 3/ll 1 /8 PL S FL -2x6 `L+ -- +2 L_VL 3/ r - - -___ O.C. LVL 1 3/4 - O 0 0 P Q H ll . `U B CKE WELDED - - 11, P + + x U P� S 12 TYPICAL Tf T EL ATOR T P OF PLYVCO D _LUS FLAT 7/g 0 PL TE /4" u ll ll - - M m ., A -�? ~ M 12" ll M HA GER _ `L+ LVL 1 3/4 x 11 7/8 @ 24" .c. 230' " T CAL W • PLAT `� + 3 L VL 1 3/4 x 11 7/ > ----------------- _ 4.. � - - - -- 32 • + 3X3 � � O oc _ - 6' LV ROOF x �---------- - - - - -- - S D R_ O F 22 x r. z m • x 38 I 3 -2 6 �0+ AIN 0 O r: • U CiX / ON ■ ` TOP O P OD I o� 9 1/4" BENT PLATE 8 1/4" C x = o - - - - -- -- - - -- 8' 3' c� 'Nk ` R ■ BOTH �_� � � 5 ALL WE DED TO 38 � � 0 � � ^ -F 00 - / OP F P Y OD O MEMBERS "' z 0 + CUSTOM �A 3 _ 0 S5 " LIJ D I �( VL ■ 22 '-1 /8' TO OF PL WOO ^ -� �r N x > 0 J SKEWED "HU" �+ �\ 1 3/4 p o> n�� 7 x 7 5 h+ x 11 7/8 - r, c1) TOP OF PLYWOOD L L 3/4 x T @ 12" O.C. HANGERS TYP. + �\ CON INU x m 0 P ��1 30 h+ US LVL 13/ x 11 7/8 @ 24" o.c. g3 +J� ���0 "' 1 0 `' �O • W 2 228' -9" I 29 S5 ���+ 31 +� +�\ ll ll llVV FllR A M N1. 11 LL SOLID BLOCKING 5 Tf n ~ _ a i - S5 31 1� N ■ L+ J� FIRST 4' -0" @ 4'0" O.C. +`O � 3 -LVL 1 3/4x9 1/2 S5 29 LVL j1 3/4 11 7/ @ 24 O.C. - - -- _L Wx- ? --L /4x - + + Q `l S5 g E 7/ OVA 1 7 AB 2 -LVL 1 3/4 x M ■ x 3\ ■ J J ■ J�' ■ 11 7/8 ABOVE RE 3- LVL 1 3/4 x 11 7/8 > S S > . 5 O O M L 5x5x5/16 x 0' -11" ��+ 101 ��+ -� -� -� e° N ° N M w/ 2- 3/4" DIA. M.B. �5 S 1 0 N N N N J FRAME TWC� - "BA" HANGERS �_ I I _ J THRU 2 -LVL COPE WELDED TO J LL1 u ilu u ull 10 x b 6 TS � -W -TO AS REQ'D. STEEL BEAM E 3\ G JL 3x3x1A x 0' -8 1/4" 2 LVL 1 3/4 x 11 7/8 , -_ Q X + WELDED TOW 10 2 -LVL 1 3/4 x 114 �0 O W +�o e0 G+ x CD 0 > 2 ��� L� dig 3 4y) 4 _18' -75� w/ 4 - 5/8" DIA. M.B. 11 7/8 ABOVE 28 S6 H m S7 — 8 THRU 2 -LVL 6 "MIU" HANGERS S6 TY c\1 LOWER ROOF & UPPER LEVEL FRAMING PLAN EDGE OF S10 TYPICAL 6 231' -1 5/8" ROOF PER — LOWER ROOF 1 )) ARCH'LS 17' -6j „ I —III I SOIL 8" TO 9" • -.. - DENOTES 1/2" PLYWOOD SHEAR WALL 1/4" — 1' -0„ M I I =III PER EXTERIOR SHEATHING SPECS. RIGID INSUL. •SHADED AREA DENOTES SNOWGUARD SUPPORT OR OVER - FRAMING. 5" SLOPING TO 4" 229' -10 1/8" • O DENOTES BASE PLATES SHOWN ON SHEETS S7 and S8. 18" PLYWOOD STEEL BEAM OR WALL PER 1178" RAFTERS PLAN - "BA" HANGERS WEL ED TO STEEL BEAM 1./2" PLYWOOD u —� N v v W D W � W W W J J ..0 _ N ti dti n O O o Q J . � 00 N O O It 0 O E O O O nQ > W O Q 0 33 UC IFiIL JJ I S5 OF 26 2" 4" 2" N ® 9 co 18 PLYWOOD 1178" RAFTERS lo FRAMING PER 23/4" "�A" ANGER. N S5 r PLAN EL ED TO M DETAIL 39 3 - PC. 1 /4" PLATE C1`1 � +`O TEFL B M �;�" I �+ 39 SADDLE w/ 2 - 3/4" `'' 124 +� 1/2" WEB S$ TOP FLANGE STIFFENER BOTH 1/4" BENT PLATE 3" FINISH "BA" HANGER SIDES OF WEB w/ 2 - 3/4" DIA. M.B. 4 - L PER ARCH'LS THRU EA. MMBR. ■� 218' -3" or 228' -9" 1%" PLYWOOD - or 237' -10 1/4" 2 STEEL BEAM STEEL BEAM w PER PLAN PER PLAN '` I dX ------- - - - - -- 3 SIDES Cl) I 35 OF WEB 1/8" TS COLUMN S5 PER PLAN 1/4" BENT PLATE J ' w/ 2 - 3/4" DIA. M.B. THRU 2 - LVL u WELDED TO W10 �+ 36 DETAIL 36 s5 3/4" = 1' -0" 3 -LVL 1 3/4x9 1/2 ti`L +pJ� 0 SKEWED @X - - - - - -- 12.1179 � 4� "2x" CONT. W 10 x 22 BEAM 27/8 PLATE w/ 5/8" PARALLEL TO RIDGE 1/4" 4" DIA. M.B. @ 24" BEYOND PER PLAN o.c. STAGGERED 3/4" PLYWOOD 11S 11 o �' EF W 10x30 - RAFTER PER PLATE BEARING W 10 x 30 REFTE R PER o PLAN SKEWED 8 PLAN SKEWE -D 8 q, +� DEGREES FROM TS 3x3x1/4 DEGREES FROM RIDGE RIDGE PER PLAN FLITCH PLATE BEAM 3 PC. 1/4" PLATE 1/4" PER PLAN PARALLEL INVERTED SADDLE w/ FLITCH PLATE BEAM TO RIDGE 4 - 3/4" DIA. M.B. PER PLAN PARALLEL TO RIDGE 229' -9 1/8" N L0 ti N ti r r � r = N 2' 2' PARALLEL T IDGE TO FLITCH R RAFTER 3s DETAIL 38 S 5 3/4" = 1' -0" 2" 4" 2" 3 - LVL 1 3/4x 11 7/8 PER PLAN `1% YP. 1/4 3 SIDES u u u u u ll s5 3/4" = 1' -0" �� x 1� W 8 1� �� 1� DIA. M.B. THRU LVL'S - 3 PC. 1/4" PLATE • F -1 F_ F _1 SADDLE w/ 2 - �� W 10 x 30 3 - LVL 1 3/4 x 9 1/2 TS 7x5x1/2 �, 3/4" DIA. M.B. 00 33 �� co 00 N Li3x3x1 /4 x 0' -6" N N PER PLAN 1/4" 111 �w+ s5 N �i'WELDEDTO DETAIL 31 3 TS COLUMN S5 S23 `, x x i BOTH MEMBERS x x PER PLAN 0 0 TYP. 0 0 r3l 3 � � s5 3/4" = 1' -0" 29 DETAIL 29 L W 8 ,x 18 J LW 8 x 18 J L W 8 x 18 \� 114 —I -j F ��__ � +`b 28 19,- EDGE OF -- S6 TYP. S6 42 LOWER ROOF 3 TOP OF PLYWOOD S1 BENT PLATE 1/2" THICK L 3x3x1/4 x 0' -4 3/8" �� 223'-9 3/4" 0 �■ 35 �� 13' -63$„ 6 8 1/4" TALL w/ 3" LEGS 6 co WELDED TO BOTH M WELDED TO BOTH �L +OJ�i O L +OJT' =0 MMBRS TYP. +` \� +�0 `X°x \� S5 L �� ' o ++ - - -- ++ �o+�+ S6 — 4'-93/, MEMBERS P� PQ' a R+ N +�+ SIM. ■ 10 7c -- 2_6 114 4 W 10 x 30 2 - LVL 1 3/4 x 11 7/8 0� + _ _ +� �+ �. -1 -1 _ x - - W 12 x 26 w 0� l.i 2 2 - 1T 7/8 3 7 x .2 16 C. 2 LVL 1 3/4 x 11 7 8 � _ 2 C 6 8 @ ,� r. 3 -LVL 1 3/4x9 1/2 3 -LVL 1 /4x9 1/2 8 L J S1 J J FRA E IG J J = J J J - - 35 I 5y5� = 3- VL 1 3/4 9 1/2 + I -��+ Tj' LVL 1 3/ x 1 7/8 16" o.c. _SI rr �S x ll ll ll ll C\1 -+ -+ TT y +g W 10 x 54 0 +3 +6 - M LVL -+ _ DF #1 6x12 TT r � 24 1 5 1 3/4 -- .. — . —.. _ _- .. APPLIED M 1 3/ x 11 7/ I -� x 11 7/ - + 4 ll ll � ■ o � � 3 3x1 /4 x 0' -5 3/4' ,L�6 � � 2 -LVL 1 x 11 7/8 x � 8 I I "T WELDED TO 0TH' / S7 x �\ J ■ @ 24 1 1 •- J � . HA R MEMBERS 0i TOP PL OOD Vol �'( � I \ IU" 96 fG+ v 28' -9.. / H NGERS w oAq, -� +`b+ X S$ =� u', x Q �q TY z ,} 15'- �c� " x F x C 6 x 8.2 @ 16" c. x O �+ J� 00 �`\ 8 28 LVL 1 3/4 x 11 7/8 @" 16" OX c) /c~1)\ � � �5 Q>O 5 � -1 "MIU" "MIU" H NGERS 00 L 3x3 1/4 x ' -4 3/ " Q Q TEMPORARY S9 1.,� h �O� TYPICA ° jl S6 C) < x TOWER CRANE x = "L "B " HA G R ``' 2Xg WEL EDT BOT \ u_ COORDINATE STEEL m 2 1 + ^ \� J o 2 -LVL 1 3/4 W E - -D T S EEL 35 BOV D A 0 L CONN. @ w `' x w } ^� LVLT +� jT - x 11 7/8 ■ MMB STY J f o TO TE SHOP x 7 +� �_ I � /4 x BE M T P. -- -i _ S5 35 — \ � S5 �' � GS �0 x O �O� >ti � ■ 3 +^ 11 7/8 � - -- — - -- --- 7 2 -LVL 1 3 x 11 7/8 6I `\ TS 6XgX112 r- Q 44 �5n'OJ + B E �\ r �r + �o� 0 2 -LVL 1 3/4 x x + P C`' �g +J� N s3 � 40 0 � � � .. — — -- N 117 /8 ABOVE �� I Z rr rr rr 5 � S 12 P� o � � o+ CONT. + ° Pll ll - W ll ll 10 - ll L J x J L J -26 L J CO TIN US ^ S6 41 Q +� x LVL 13/4 \R T1TT TT Tr Tr �\ ---- Tr — Ts � S6 x ��� o�� 3+ I M � x 11 7/ — —j I } � mob• 3+ OJ 34 �+ p+ g ------ - 6k 1�2 TS 8x4x3/8 �h Q N ■ \tk �r1 4" BENT LATE W LDED @ — — O x ' ^ �'` ^ co S5 5 ■ 0 �+ 36 RING CONT. �� — O� O W 10 / 4 5/8" IA. „MIU" ANGER 24 0 g VL 3/4 x 8 12' o.c 1' =7" - - - - - - -- TS 12 x + c. M ��m0 rr N B. THR 2 - LVL 4 3� TYPIC L 0 A" H NGE S � 5 )CUSTOM "MIU" U" ' � X WELDED TO � HA GER P � ELE I OFD ------------ -- N R J S5 STEEL BEAM ^\ _ x > 3/ x 1 7/8 16" o c. 2- L L 1 3 x 1 53 • ��} �D _- -�3 +J� 2 LV 1 3/4 I 53 +�� J J \� PA K O T EB / ° 112 N +0 BA' HANGER J SOLID BLOCKING `cam 6X6X S22 �� R 0o- - - �P�O = 0 114 x NT. I N ■�� +��� \� C� - x •- � 11 � � � N 1- ' �L WELDED TO J KEW ED "H BOLTED 4' o. W/ 5 E CUSTOM I 3 37 + DRA ch �_ N - - -- S6 x r> O /8� +�\ °' �5 gI W co ANG RS P. I L `L J� I SOLI BLO C KIN @ - + _ _ q, U. Qm n�i O "MIU" H NG RS S5 0 - 24" o. . BE E H P LVL 1 3/ - P� 43 ROVE _ ------ - - - - -- - - -- S12 6 3 C. 1 4" PLAT } SNOW GUARDS 0P + ' x 1 7/8 /RP z X53 J� ON +g \� 19 a C I "MIU" HANGER 3/ll 1 /8 PL S FL -2x6 `L+ -- +2 L_VL 3/ r - - -___ O.C. LVL 1 3/4 - O 0 0 P Q H ll . `U B CKE WELDED - - 11, P + + x U P� S 12 TYPICAL Tf T EL ATOR T P OF PLYVCO D _LUS FLAT 7/g 0 PL TE /4" u ll ll - - M m ., A -�? ~ M 12" ll M HA GER _ `L+ LVL 1 3/4 x 11 7/8 @ 24" .c. 230' " T CAL W • PLAT `� + 3 L VL 1 3/4 x 11 7/ > ----------------- _ 4.. � - - - -- 32 • + 3X3 � � O oc _ - 6' LV ROOF x �---------- - - - - -- - S D R_ O F 22 x r. z m • x 38 I 3 -2 6 �0+ AIN 0 O r: • U CiX / ON ■ ` TOP O P OD I o� 9 1/4" BENT PLATE 8 1/4" C x = o - - - - -- -- - - -- 8' 3' c� 'Nk ` R ■ BOTH �_� � � 5 ALL WE DED TO 38 � � 0 � � ^ -F 00 - / OP F P Y OD O MEMBERS "' z 0 + CUSTOM �A 3 _ 0 S5 " LIJ D I �( VL ■ 22 '-1 /8' TO OF PL WOO ^ -� �r N x > 0 J SKEWED "HU" �+ �\ 1 3/4 p o> n�� 7 x 7 5 h+ x 11 7/8 - r, c1) TOP OF PLYWOOD L L 3/4 x T @ 12" O.C. HANGERS TYP. + �\ CON INU x m 0 P ��1 30 h+ US LVL 13/ x 11 7/8 @ 24" o.c. g3 +J� ���0 "' 1 0 `' �O • W 2 228' -9" I 29 S5 ���+ 31 +� +�\ ll ll llVV FllR A M N1. 11 LL SOLID BLOCKING 5 Tf n ~ _ a i - S5 31 1� N ■ L+ J� FIRST 4' -0" @ 4'0" O.C. +`O � 3 -LVL 1 3/4x9 1/2 S5 29 LVL j1 3/4 11 7/ @ 24 O.C. - - -- _L Wx- ? --L /4x - + + Q `l S5 g E 7/ OVA 1 7 AB 2 -LVL 1 3/4 x M ■ x 3\ ■ J J ■ J�' ■ 11 7/8 ABOVE RE 3- LVL 1 3/4 x 11 7/8 > S S > . 5 O O M L 5x5x5/16 x 0' -11" ��+ 101 ��+ -� -� -� e° N ° N M w/ 2- 3/4" DIA. M.B. �5 S 1 0 N N N N J FRAME TWC� - "BA" HANGERS �_ I I _ J THRU 2 -LVL COPE WELDED TO J LL1 u ilu u ull 10 x b 6 TS � -W -TO AS REQ'D. STEEL BEAM E 3\ G JL 3x3x1A x 0' -8 1/4" 2 LVL 1 3/4 x 11 7/8 , -_ Q X + WELDED TOW 10 2 -LVL 1 3/4 x 114 �0 O W +�o e0 G+ x CD 0 > 2 ��� L� dig 3 4y) 4 _18' -75� w/ 4 - 5/8" DIA. M.B. 11 7/8 ABOVE 28 S6 H m S7 — 8 THRU 2 -LVL 6 "MIU" HANGERS S6 TY c\1 LOWER ROOF & UPPER LEVEL FRAMING PLAN EDGE OF S10 TYPICAL 6 231' -1 5/8" ROOF PER — LOWER ROOF 1 )) ARCH'LS 17' -6j „ I —III I SOIL 8" TO 9" • -.. - DENOTES 1/2" PLYWOOD SHEAR WALL 1/4" — 1' -0„ M I I =III PER EXTERIOR SHEATHING SPECS. RIGID INSUL. •SHADED AREA DENOTES SNOWGUARD SUPPORT OR OVER - FRAMING. 5" SLOPING TO 4" 229' -10 1/8" • O DENOTES BASE PLATES SHOWN ON SHEETS S7 and S8. 18" PLYWOOD STEEL BEAM OR WALL PER 1178" RAFTERS PLAN - "BA" HANGERS WEL ED TO STEEL BEAM 1./2" PLYWOOD u —� N v v W D W � W W W J J ..0 _ N ti dti n O O o Q J . � 00 N O O It 0 O E O O O nQ > W O Q 0 33 UC IFiIL JJ I S5 OF 26 18 PLYWOOD 1178" RAFTERS lo FRAMING PER 23/4" "�A" ANGER. N S5 r PLAN EL ED TO M DETAIL 39 3 - PC. 1 /4" PLATE C1`1 � +`O TEFL B M �;�" I �+ 39 SADDLE w/ 2 - 3/4" `'' 124 +� 1/2" WEB S$ TOP FLANGE STIFFENER BOTH 1/4" BENT PLATE 3" FINISH "BA" HANGER SIDES OF WEB w/ 2 - 3/4" DIA. M.B. 4 - L PER ARCH'LS THRU EA. MMBR. ■� 218' -3" or 228' -9" 1%" PLYWOOD - or 237' -10 1/4" 2 STEEL BEAM STEEL BEAM w PER PLAN PER PLAN '` I dX ------- - - - - -- 3 SIDES Cl) I 35 OF WEB 1/8" TS COLUMN S5 PER PLAN 1/4" BENT PLATE J ' w/ 2 - 3/4" DIA. M.B. THRU 2 - LVL u WELDED TO W10 �+ 36 DETAIL 36 s5 3/4" = 1' -0" 3 -LVL 1 3/4x9 1/2 ti`L +pJ� 0 SKEWED @X - - - - - -- 12.1179 � 4� "2x" CONT. W 10 x 22 BEAM 27/8 PLATE w/ 5/8" PARALLEL TO RIDGE 1/4" 4" DIA. M.B. @ 24" BEYOND PER PLAN o.c. STAGGERED 3/4" PLYWOOD 11S 11 o �' EF W 10x30 - RAFTER PER PLATE BEARING W 10 x 30 REFTE R PER o PLAN SKEWED 8 PLAN SKEWE -D 8 q, +� DEGREES FROM TS 3x3x1/4 DEGREES FROM RIDGE RIDGE PER PLAN FLITCH PLATE BEAM 3 PC. 1/4" PLATE 1/4" PER PLAN PARALLEL INVERTED SADDLE w/ FLITCH PLATE BEAM TO RIDGE 4 - 3/4" DIA. M.B. PER PLAN PARALLEL TO RIDGE 229' -9 1/8" N L0 ti N ti r r � r = N 2' 2' PARALLEL T IDGE TO FLITCH R RAFTER 3s DETAIL 38 S 5 3/4" = 1' -0" 2" 4" 2" 3 - LVL 1 3/4x 11 7/8 PER PLAN `1% YP. 1/4 3 SIDES u u u u u ll s5 3/4" = 1' -0" �� x 1� W 8 1� �� 1� DIA. M.B. THRU LVL'S - 3 PC. 1/4" PLATE • F -1 F_ F _1 SADDLE w/ 2 - �� W 10 x 30 3 - LVL 1 3/4 x 9 1/2 TS 7x5x1/2 �, 3/4" DIA. M.B. 00 33 �� co 00 N Li3x3x1 /4 x 0' -6" N N PER PLAN 1/4" 111 �w+ s5 N �i'WELDEDTO DETAIL 31 3 TS COLUMN S5 S23 `, x x i BOTH MEMBERS x x PER PLAN 0 0 TYP. 0 0 r3l 3 � � s5 3/4" = 1' -0" 29 DETAIL 29 L W 8 ,x 18 J LW 8 x 18 J L W 8 x 18 \� 114 —I -j F ��__ � +`b 28 19,- EDGE OF -- S6 TYP. S6 42 LOWER ROOF 3 TOP OF PLYWOOD S1 BENT PLATE 1/2" THICK L 3x3x1/4 x 0' -4 3/8" �� 223'-9 3/4" 0 �■ 35 �� 13' -63$„ 6 8 1/4" TALL w/ 3" LEGS 6 co WELDED TO BOTH M WELDED TO BOTH �L +OJ�i O L +OJT' =0 MMBRS TYP. +` \� +�0 `X°x \� S5 L �� ' o ++ - - -- ++ �o+�+ S6 — 4'-93/, MEMBERS P� PQ' a R+ N +�+ SIM. ■ 10 7c -- 2_6 114 4 W 10 x 30 2 - LVL 1 3/4 x 11 7/8 0� + _ _ +� �+ �. -1 -1 _ x - - W 12 x 26 w 0� l.i 2 2 - 1T 7/8 3 7 x .2 16 C. 2 LVL 1 3/4 x 11 7 8 � _ 2 C 6 8 @ ,� r. 3 -LVL 1 3/4x9 1/2 3 -LVL 1 /4x9 1/2 8 L J S1 J J FRA E IG J J = J J J - - 35 I 5y5� = 3- VL 1 3/4 9 1/2 + I -��+ Tj' LVL 1 3/ x 1 7/8 16" o.c. _SI rr �S x ll ll ll ll C\1 -+ -+ TT y +g W 10 x 54 0 +3 +6 - M LVL -+ _ DF #1 6x12 TT r � 24 1 5 1 3/4 -- .. — . —.. _ _- .. APPLIED M 1 3/ x 11 7/ I -� x 11 7/ - + 4 ll ll � ■ o � � 3 3x1 /4 x 0' -5 3/4' ,L�6 � � 2 -LVL 1 x 11 7/8 x � 8 I I "T WELDED TO 0TH' / S7 x �\ J ■ @ 24 1 1 •- J � . HA R MEMBERS 0i TOP PL OOD Vol �'( � I \ IU" 96 fG+ v 28' -9.. / H NGERS w oAq, -� +`b+ X S$ =� u', x Q �q TY z ,} 15'- �c� " x F x C 6 x 8.2 @ 16" c. x O �+ J� 00 �`\ 8 28 LVL 1 3/4 x 11 7/8 @" 16" OX c) /c~1)\ � � �5 Q>O 5 � -1 "MIU" "MIU" H NGERS 00 L 3x3 1/4 x ' -4 3/ " Q Q TEMPORARY S9 1.,� h �O� TYPICA ° jl S6 C) < x TOWER CRANE x = "L "B " HA G R ``' 2Xg WEL EDT BOT \ u_ COORDINATE STEEL m 2 1 + ^ \� J o 2 -LVL 1 3/4 W E - -D T S EEL 35 BOV D A 0 L CONN. @ w `' x w } ^� LVLT +� jT - x 11 7/8 ■ MMB STY J f o TO TE SHOP x 7 +� �_ I � /4 x BE M T P. -- -i _ S5 35 — \ � S5 �' � GS �0 x O �O� >ti � ■ 3 +^ 11 7/8 � - -- — - -- --- 7 2 -LVL 1 3 x 11 7/8 6I `\ TS 6XgX112 r- Q 44 �5n'OJ + B E �\ r �r + �o� 0 2 -LVL 1 3/4 x x + P C`' �g +J� N s3 � 40 0 � � � .. — — -- N 117 /8 ABOVE �� I Z rr rr rr 5 � S 12 P� o � � o+ CONT. + ° Pll ll - W ll ll 10 - ll L J x J L J -26 L J CO TIN US ^ S6 41 Q +� x LVL 13/4 \R T1TT TT Tr Tr �\ ---- Tr — Ts � S6 x ��� o�� 3+ I M � x 11 7/ — —j I } � mob• 3+ OJ 34 �+ p+ g ------ - 6k 1�2 TS 8x4x3/8 �h Q N ■ \tk �r1 4" BENT LATE W LDED @ — — O x ' ^ �'` ^ co S5 5 ■ 0 �+ 36 RING CONT. �� — O� O W 10 / 4 5/8" IA. „MIU" ANGER 24 0 g VL 3/4 x 8 12' o.c 1' =7" - - - - - - -- TS 12 x + c. M ��m0 rr N B. THR 2 - LVL 4 3� TYPIC L 0 A" H NGE S � 5 )CUSTOM "MIU" U" ' � X WELDED TO � HA GER P � ELE I OFD ------------ -- N R J S5 STEEL BEAM ^\ _ x > 3/ x 1 7/8 16" o c. 2- L L 1 3 x 1 53 • ��} �D _- -�3 +J� 2 LV 1 3/4 I 53 +�� J J \� PA K O T EB / ° 112 N +0 BA' HANGER J SOLID BLOCKING `cam 6X6X S22 �� R 0o- - - �P�O = 0 114 x NT. I N ■�� +��� \� C� - x •- � 11 � � � N 1- ' �L WELDED TO J KEW ED "H BOLTED 4' o. W/ 5 E CUSTOM I 3 37 + DRA ch �_ N - - -- S6 x r> O /8� +�\ °' �5 gI W co ANG RS P. I L `L J� I SOLI BLO C KIN @ - + _ _ q, U. Qm n�i O "MIU" H NG RS S5 0 - 24" o. . BE E H P LVL 1 3/ - P� 43 ROVE _ ------ - - - - -- - - -- S12 6 3 C. 1 4" PLAT } SNOW GUARDS 0P + ' x 1 7/8 /RP z X53 J� ON +g \� 19 a C I "MIU" HANGER 3/ll 1 /8 PL S FL -2x6 `L+ -- +2 L_VL 3/ r - - -___ O.C. LVL 1 3/4 - O 0 0 P Q H ll . `U B CKE WELDED - - 11, P + + x U P� S 12 TYPICAL Tf T EL ATOR T P OF PLYVCO D _LUS FLAT 7/g 0 PL TE /4" u ll ll - - M m ., A -�? ~ M 12" ll M HA GER _ `L+ LVL 1 3/4 x 11 7/8 @ 24" .c. 230' " T CAL W • PLAT `� + 3 L VL 1 3/4 x 11 7/ > ----------------- _ 4.. � - - - -- 32 • + 3X3 � � O oc _ - 6' LV ROOF x �---------- - - - - -- - S D R_ O F 22 x r. z m • x 38 I 3 -2 6 �0+ AIN 0 O r: • U CiX / ON ■ ` TOP O P OD I o� 9 1/4" BENT PLATE 8 1/4" C x = o - - - - -- -- - - -- 8' 3' c� 'Nk ` R ■ BOTH �_� � � 5 ALL WE DED TO 38 � � 0 � � ^ -F 00 - / OP F P Y OD O MEMBERS "' z 0 + CUSTOM �A 3 _ 0 S5 " LIJ D I �( VL ■ 22 '-1 /8' TO OF PL WOO ^ -� �r N x > 0 J SKEWED "HU" �+ �\ 1 3/4 p o> n�� 7 x 7 5 h+ x 11 7/8 - r, c1) TOP OF PLYWOOD L L 3/4 x T @ 12" O.C. HANGERS TYP. + �\ CON INU x m 0 P ��1 30 h+ US LVL 13/ x 11 7/8 @ 24" o.c. g3 +J� ���0 "' 1 0 `' �O • W 2 228' -9" I 29 S5 ���+ 31 +� +�\ ll ll llVV FllR A M N1. 11 LL SOLID BLOCKING 5 Tf n ~ _ a i - S5 31 1� N ■ L+ J� FIRST 4' -0" @ 4'0" O.C. +`O � 3 -LVL 1 3/4x9 1/2 S5 29 LVL j1 3/4 11 7/ @ 24 O.C. - - -- _L Wx- ? --L /4x - + + Q `l S5 g E 7/ OVA 1 7 AB 2 -LVL 1 3/4 x M ■ x 3\ ■ J J ■ J�' ■ 11 7/8 ABOVE RE 3- LVL 1 3/4 x 11 7/8 > S S > . 5 O O M L 5x5x5/16 x 0' -11" ��+ 101 ��+ -� -� -� e° N ° N M w/ 2- 3/4" DIA. M.B. �5 S 1 0 N N N N J FRAME TWC� - "BA" HANGERS �_ I I _ J THRU 2 -LVL COPE WELDED TO J LL1 u ilu u ull 10 x b 6 TS � -W -TO AS REQ'D. STEEL BEAM E 3\ G JL 3x3x1A x 0' -8 1/4" 2 LVL 1 3/4 x 11 7/8 , -_ Q X + WELDED TOW 10 2 -LVL 1 3/4 x 114 �0 O W +�o e0 G+ x CD 0 > 2 ��� L� dig 3 4y) 4 _18' -75� w/ 4 - 5/8" DIA. M.B. 11 7/8 ABOVE 28 S6 H m S7 — 8 THRU 2 -LVL 6 "MIU" HANGERS S6 TY c\1 LOWER ROOF & UPPER LEVEL FRAMING PLAN EDGE OF S10 TYPICAL 6 231' -1 5/8" ROOF PER — LOWER ROOF 1 )) ARCH'LS 17' -6j „ I —III I SOIL 8" TO 9" • -.. - DENOTES 1/2" PLYWOOD SHEAR WALL 1/4" — 1' -0„ M I I =III PER EXTERIOR SHEATHING SPECS. RIGID INSUL. •SHADED AREA DENOTES SNOWGUARD SUPPORT OR OVER - FRAMING. 5" SLOPING TO 4" 229' -10 1/8" • O DENOTES BASE PLATES SHOWN ON SHEETS S7 and S8. 18" PLYWOOD STEEL BEAM OR WALL PER 1178" RAFTERS PLAN - "BA" HANGERS WEL ED TO STEEL BEAM 1./2" PLYWOOD u —� N v v W D W � W W W J J ..0 _ N ti dti n O O o Q J . � 00 N O O It 0 O E O O O nQ > W O Q 0 33 UC IFiIL JJ I S5 OF 26 3 - LVL 1 3/4x 11 7/8 PER PLAN `1% YP. 1/4 3 SIDES u u u u u ll s5 3/4" = 1' -0" �� x 1� W 8 1� �� 1� DIA. M.B. THRU LVL'S - 3 PC. 1/4" PLATE • F -1 F_ F _1 SADDLE w/ 2 - �� W 10 x 30 3 - LVL 1 3/4 x 9 1/2 TS 7x5x1/2 �, 3/4" DIA. M.B. 00 33 �� co 00 N Li3x3x1 /4 x 0' -6" N N PER PLAN 1/4" 111 �w+ s5 N �i'WELDEDTO DETAIL 31 3 TS COLUMN S5 S23 `, x x i BOTH MEMBERS x x PER PLAN 0 0 TYP. 0 0 r3l 3 � � s5 3/4" = 1' -0" 29 DETAIL 29 L W 8 ,x 18 J LW 8 x 18 J L W 8 x 18 \� 114 —I -j F ��__ � +`b 28 19,- EDGE OF -- S6 TYP. S6 42 LOWER ROOF 3 TOP OF PLYWOOD S1 BENT PLATE 1/2" THICK L 3x3x1/4 x 0' -4 3/8" �� 223'-9 3/4" 0 �■ 35 �� 13' -63$„ 6 8 1/4" TALL w/ 3" LEGS 6 co WELDED TO BOTH M WELDED TO BOTH �L +OJ�i O L +OJT' =0 MMBRS TYP. +` \� +�0 `X°x \� S5 L �� ' o ++ - - -- ++ �o+�+ S6 — 4'-93/, MEMBERS P� PQ' a R+ N +�+ SIM. ■ 10 7c -- 2_6 114 4 W 10 x 30 2 - LVL 1 3/4 x 11 7/8 0� + _ _ +� �+ �. -1 -1 _ x - - W 12 x 26 w 0� l.i 2 2 - 1T 7/8 3 7 x .2 16 C. 2 LVL 1 3/4 x 11 7 8 � _ 2 C 6 8 @ ,� r. 3 -LVL 1 3/4x9 1/2 3 -LVL 1 /4x9 1/2 8 L J S1 J J FRA E IG J J = J J J - - 35 I 5y5� = 3- VL 1 3/4 9 1/2 + I -��+ Tj' LVL 1 3/ x 1 7/8 16" o.c. _SI rr �S x ll ll ll ll C\1 -+ -+ TT y +g W 10 x 54 0 +3 +6 - M LVL -+ _ DF #1 6x12 TT r � 24 1 5 1 3/4 -- .. — . —.. _ _- .. APPLIED M 1 3/ x 11 7/ I -� x 11 7/ - + 4 ll ll � ■ o � � 3 3x1 /4 x 0' -5 3/4' ,L�6 � � 2 -LVL 1 x 11 7/8 x � 8 I I "T WELDED TO 0TH' / S7 x �\ J ■ @ 24 1 1 •- J � . HA R MEMBERS 0i TOP PL OOD Vol �'( � I \ IU" 96 fG+ v 28' -9.. / H NGERS w oAq, -� +`b+ X S$ =� u', x Q �q TY z ,} 15'- �c� " x F x C 6 x 8.2 @ 16" c. x O �+ J� 00 �`\ 8 28 LVL 1 3/4 x 11 7/8 @" 16" OX c) /c~1)\ � � �5 Q>O 5 � -1 "MIU" "MIU" H NGERS 00 L 3x3 1/4 x ' -4 3/ " Q Q TEMPORARY S9 1.,� h �O� TYPICA ° jl S6 C) < x TOWER CRANE x = "L "B " HA G R ``' 2Xg WEL EDT BOT \ u_ COORDINATE STEEL m 2 1 + ^ \� J o 2 -LVL 1 3/4 W E - -D T S EEL 35 BOV D A 0 L CONN. @ w `' x w } ^� LVLT +� jT - x 11 7/8 ■ MMB STY J f o TO TE SHOP x 7 +� �_ I � /4 x BE M T P. -- -i _ S5 35 — \ � S5 �' � GS �0 x O �O� >ti � ■ 3 +^ 11 7/8 � - -- — - -- --- 7 2 -LVL 1 3 x 11 7/8 6I `\ TS 6XgX112 r- Q 44 �5n'OJ + B E �\ r �r + �o� 0 2 -LVL 1 3/4 x x + P C`' �g +J� N s3 � 40 0 � � � .. — — -- N 117 /8 ABOVE �� I Z rr rr rr 5 � S 12 P� o � � o+ CONT. + ° Pll ll - W ll ll 10 - ll L J x J L J -26 L J CO TIN US ^ S6 41 Q +� x LVL 13/4 \R T1TT TT Tr Tr �\ ---- Tr — Ts � S6 x ��� o�� 3+ I M � x 11 7/ — —j I } � mob• 3+ OJ 34 �+ p+ g ------ - 6k 1�2 TS 8x4x3/8 �h Q N ■ \tk �r1 4" BENT LATE W LDED @ — — O x ' ^ �'` ^ co S5 5 ■ 0 �+ 36 RING CONT. �� — O� O W 10 / 4 5/8" IA. „MIU" ANGER 24 0 g VL 3/4 x 8 12' o.c 1' =7" - - - - - - -- TS 12 x + c. M ��m0 rr N B. THR 2 - LVL 4 3� TYPIC L 0 A" H NGE S � 5 )CUSTOM "MIU" U" ' � X WELDED TO � HA GER P � ELE I OFD ------------ -- N R J S5 STEEL BEAM ^\ _ x > 3/ x 1 7/8 16" o c. 2- L L 1 3 x 1 53 • ��} �D _- -�3 +J� 2 LV 1 3/4 I 53 +�� J J \� PA K O T EB / ° 112 N +0 BA' HANGER J SOLID BLOCKING `cam 6X6X S22 �� R 0o- - - �P�O = 0 114 x NT. I N ■�� +��� \� C� - x •- � 11 � � � N 1- ' �L WELDED TO J KEW ED "H BOLTED 4' o. W/ 5 E CUSTOM I 3 37 + DRA ch �_ N - - -- S6 x r> O /8� +�\ °' �5 gI W co ANG RS P. I L `L J� I SOLI BLO C KIN @ - + _ _ q, U. Qm n�i O "MIU" H NG RS S5 0 - 24" o. . BE E H P LVL 1 3/ - P� 43 ROVE _ ------ - - - - -- - - -- S12 6 3 C. 1 4" PLAT } SNOW GUARDS 0P + ' x 1 7/8 /RP z X53 J� ON +g \� 19 a C I "MIU" HANGER 3/ll 1 /8 PL S FL -2x6 `L+ -- +2 L_VL 3/ r - - -___ O.C. LVL 1 3/4 - O 0 0 P Q H ll . `U B CKE WELDED - - 11, P + + x U P� S 12 TYPICAL Tf T EL ATOR T P OF PLYVCO D _LUS FLAT 7/g 0 PL TE /4" u ll ll - - M m ., A -�? ~ M 12" ll M HA GER _ `L+ LVL 1 3/4 x 11 7/8 @ 24" .c. 230' " T CAL W • PLAT `� + 3 L VL 1 3/4 x 11 7/ > ----------------- _ 4.. � - - - -- 32 • + 3X3 � � O oc _ - 6' LV ROOF x �---------- - - - - -- - S D R_ O F 22 x r. z m • x 38 I 3 -2 6 �0+ AIN 0 O r: • U CiX / ON ■ ` TOP O P OD I o� 9 1/4" BENT PLATE 8 1/4" C x = o - - - - -- -- - - -- 8' 3' c� 'Nk ` R ■ BOTH �_� � � 5 ALL WE DED TO 38 � � 0 � � ^ -F 00 - / OP F P Y OD O MEMBERS "' z 0 + CUSTOM �A 3 _ 0 S5 " LIJ D I �( VL ■ 22 '-1 /8' TO OF PL WOO ^ -� �r N x > 0 J SKEWED "HU" �+ �\ 1 3/4 p o> n�� 7 x 7 5 h+ x 11 7/8 - r, c1) TOP OF PLYWOOD L L 3/4 x T @ 12" O.C. HANGERS TYP. + �\ CON INU x m 0 P ��1 30 h+ US LVL 13/ x 11 7/8 @ 24" o.c. g3 +J� ���0 "' 1 0 `' �O • W 2 228' -9" I 29 S5 ���+ 31 +� +�\ ll ll llVV FllR A M N1. 11 LL SOLID BLOCKING 5 Tf n ~ _ a i - S5 31 1� N ■ L+ J� FIRST 4' -0" @ 4'0" O.C. +`O � 3 -LVL 1 3/4x9 1/2 S5 29 LVL j1 3/4 11 7/ @ 24 O.C. - - -- _L Wx- ? --L /4x - + + Q `l S5 g E 7/ OVA 1 7 AB 2 -LVL 1 3/4 x M ■ x 3\ ■ J J ■ J�' ■ 11 7/8 ABOVE RE 3- LVL 1 3/4 x 11 7/8 > S S > . 5 O O M L 5x5x5/16 x 0' -11" ��+ 101 ��+ -� -� -� e° N ° N M w/ 2- 3/4" DIA. M.B. �5 S 1 0 N N N N J FRAME TWC� - "BA" HANGERS �_ I I _ J THRU 2 -LVL COPE WELDED TO J LL1 u ilu u ull 10 x b 6 TS � -W -TO AS REQ'D. STEEL BEAM E 3\ G JL 3x3x1A x 0' -8 1/4" 2 LVL 1 3/4 x 11 7/8 , -_ Q X + WELDED TOW 10 2 -LVL 1 3/4 x 114 �0 O W +�o e0 G+ x CD 0 > 2 ��� L� dig 3 4y) 4 _18' -75� w/ 4 - 5/8" DIA. M.B. 11 7/8 ABOVE 28 S6 H m S7 — 8 THRU 2 -LVL 6 "MIU" HANGERS S6 TY c\1 LOWER ROOF & UPPER LEVEL FRAMING PLAN EDGE OF S10 TYPICAL 6 231' -1 5/8" ROOF PER — LOWER ROOF 1 )) ARCH'LS 17' -6j „ I —III I SOIL 8" TO 9" • -.. - DENOTES 1/2" PLYWOOD SHEAR WALL 1/4" — 1' -0„ M I I =III PER EXTERIOR SHEATHING SPECS. RIGID INSUL. •SHADED AREA DENOTES SNOWGUARD SUPPORT OR OVER - FRAMING. 5" SLOPING TO 4" 229' -10 1/8" • O DENOTES BASE PLATES SHOWN ON SHEETS S7 and S8. 18" PLYWOOD STEEL BEAM OR WALL PER 1178" RAFTERS PLAN - "BA" HANGERS WEL ED TO STEEL BEAM 1./2" PLYWOOD u —� N v v W D W � W W W J J ..0 _ N ti dti n O O o Q J . � 00 N O O It 0 O E O O O nQ > W O Q 0 33 UC IFiIL JJ I S5 OF 26 33 UC IFiIL JJ I S5 OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOW VA � � By M Haeberle at 2:06 pm, Aug 21, 2013 STRUCTURAL SPECIFICATIONS 1) Foundation design based upon "Subsoil Study for Foundation Design" and "Sup- 6) Glulam materials, manufacture and quality control shall conform to STANDARD plemental Study for Foundation Design ", Job #112 111A as prepared by H P SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF GEO 11.CH dated June 8, 2012 and November 19, 2012. Installation of perimeter SOFTWOOD SPECIES, AITC 117 -2004 and TIMBER CONSTRUCTION drains and site irrigation to conform with soils report, field test drains before MANUAL (51h edition) as prepared by AITC . Simple span beams shall be Com- TYP. 3 PIPES 3 - 1 1/2" DIA. STND. backtilling. All footings are to bear upon natural undisturbed soil or compacted bination Symbol 24F -V4 with no camber. Continuous or cantilevered beams shall 1 /8 PIPE CONT. WELDED structural fill as approved by the soils engineer. Soils engineer to inspect base- be Combination symbol 24F -V8 with no camber. Glulam columns shall be Com- 2'2 TO VERT. PLATE ment areas for radon gas. Install radon gas system beneath concrete slabs when bination Symbol 3. Adhesives shall' conform to the requirements for wet condi- BASE PLATE 3/4" x 8" required by the soils engineer. Submit copy of report to engineer. tions of service. x V -6" w/ 4 - 5/8" DIA. N VERT. PLATE 5/8" x 2) All foundation around perimeter of structure shall have minimum frost protection 7) Structural steel shall be ASTM A36 or better except Wide flanges shall be A992 MACHINE BOLTS w/ �'' 4" CONT. @ 4' -0" o.c. of 48" to bottom of footing. All foundation walls and columns to be centered on or better, pipe columns which shall conform to ASTM A500, Grade B (Fy =42 WASHERS @ 4' -0" O.C. W 12 12 concrete footings unless shown otherwise on plans. ksi) or better, tube steel columns which shall be A500 Grade B (Fy=46 ksi) or 3/4" PLYWOOD 3) All cast in place concrete must be made with Portland cement and attain mini- better, anchor bolts and bolts shall be A325 or better. All structural steel is to be 12 �?. 4 4 mum compressive strength of 3000 psi after 28 days (minimum compressive detailed, fabricated, painted and erected in accordance with RISC STEEL CON - 4 114 I strength of 4000 psi after 28 days for concrete se b c a TRUCTION MANUAL, 2011 and CODE OF STANDARD PRACTICE. All LVL 1 3/4 x 18 CONT LET 3 S6 3/4" PLYWOOD concrete below elevation 195' -0" used fo raft slabs, exercise room floor and welding to be performed by a certified welder and conform to AISC and AWS INTO LVL 1 3/4 x 11 7/8 "MIU" HANGERS foundation walls to be waterproof concrete. ro ' STRUCTURAL WELDING CODE, 2000, all electrodes to be EE -70XX . Coor- 1 2, RAFTER FRAMING TYPICAL terstop per waterproofing engineer at all horizontal and vertical cold joints. All dinate bolted connections during shop drawing process. All structural steel is to concrete to be waterproofed per Building Consultants & Engineers, Inc. details have SP2 Hand -Tool Cleaning with Red Oxide Primer (no ,primer on Embed FRAMING PER j2" 1 �, LVL RAFTERS Plates or weld areas Grout beneath all base plates and beam bearing plates shall PER PLAN and specifications. Flow -Fill type backftll to be coordinated with excavator and )• P g P PLAN �= 2 -LVL 1 3/4x11 7/8 concrete supplier and allow no consolidation over time. Design based upon be non -shrink epoxy with minimum 28 day compressive strength of 5000 psi. All L 4x4x1/4 x 0' -10" w/ 2 -3/4" DIA. M.B. BUILDING CODE RE REQUIREMENTS FOR REINFORCED CONCRETE ACI Trubolt Wedge Anchors and Epoxy Anchors to be installed according to manu- 8 Q ( � PLUS FLITCH w/ WASHERS THRU EA. LEG (2 r` 318), 2011. Concrete placement to conform with "Construction Requirements" as facturer's specifications and details. Conform 20 gage 1.3C metal deck as manu- 2- #5 BARS ® PLATE 1/2" x 12" factured b VULCRAFT. Connect metal deck to supporting members with 5/8" cow ANGLES PER SNOWGUARD BASE defined in ACI 318. All concrete slabs on grade must be provided control (scored Y CONT. 2" 2" CONT. - or cut in accordance with soils re rt. All ex exposed ed es of concrete shall have spot welds 3214 and #110 TEK screws @ 12" o.c. at sidelap. �: PLATE TO NEAREST RAFTERS) 4' N ) p° P g - ' /z" chamfer, Concrete work shall not have any Horizontal cold joints unless au- 8) Versalams (2.0E) areas manufactured by BOISE CASCADE CORPORATION; - thorized by the engineer. Field coordinate all vertical cold joints with structural see shop drawings and manufacturers standard details, All built -up Versalam e inee . sec uo ve 'cal water t a o beams must be glued with PI 400 and nailed with 2 rows of 16d spikes @ 9" oc. #4 BARS 16" O.C. r LVL RAFTERS @ 4 All reinforcing steel is AS M Grade 0. " °� ^ ^ °'°° "^ °i^ °� °. ° ° *: ^.i Versalams deeper than 11 7/8" must be bolted together with 2 rows of 5/8" di- PROFILE OF PER PLAN 3 - PC. 1/4" PLATE ) g we a wire a n c rm to .4 M ameter bolts spaced @ 48" oc staggered. Metal X- bracing required at 8' -0" oc in ROOF PER SADDLE w/ 2 - 3/4' 2 all diaphragms. All alternates to be reviewed and a roved b the en engineer. ARCH'LS. DIA. MACHINE - 2 -LVL 1 3/4 x 11 7/8 ei erne placement shall conform to MANUAL OF STANDARD PP y b " BOLTS ® N 1/2" OR 1 1/2" PER PLAN PLUS FLITCH PLATE PRACTICE, 2001 as prepared by CRSL All lap splices to be minimum 36 bar di- `�) Sheath floors with 1 118" T and G plywood with minimum span rating of 48124 1 1/8" PLYWOOD w/ CONT. 2x PLATE w/ � ameters, all horizontal reinforcement to be continuous around corners and at wall or better and glue with PL400. Nail plywood with 16d @ 6 oe to all Joists, field i SELF TAPPING THICKNESS MAY BE BEAM PER PLAN w/ BEAM OR 1/2" DIA. M.B. @ 24" o.c. intersections. Minimum reinforcement protection- coordinate screw option. „ - r J STAGGERED BOTH WHOLE 1 1/2" OR 5/8" MACHINE BOLTS - concrete poured against earth 3" 10) Sheath roofs with 3/4" plywood with minimum span rating of 48/24 or better. SCREWS @ 6 o.9-- WALL PER SIDES OF WEB or SKEWED BUILT -UP PLATES @ 16 o.c. STAGGERED - concrete poured in forms 2" Nail plywood with l Od U 6" oc at panel edges and 6" oc at intermediate mem- PLAN DOUBLE TOP PLATE 1/4" TS 5x5x1/4 ADDING UP TO 1 1/2" TOP AND BOTTOM - concrete slabs 1" bers. @ WOOD WALL 5) All lumber shall be Doug -Fir 42 S4S or better, all wolmanized lumber shall be 11) Sheath all exterior walls with V2" plywood with minimum span rating of 24/0 or 208' -3" OIL PER PLAN better. Nail with 8d 6" oc to all studs. Hem -Fir it2 54S or better (all lumber within 18" of finish grade must be wolman- @ ized). Contractors option to substitute TIMBERSTRAND or other approved op- 12) Live loads used for design - tion for Doug -Fir lumber. Provide solid blocking at 8'-0" on center in all dia- -Roof -100 psf snow (up to 4:12), 80 psf snow (greater than 4:12). DETAIL 2 7 phragms. All columns to be continuous bearing to foundation. Columns speci- -Floor -50 psf residential. 27 rl DETAIL 18 fied on plans are trimmers,. provide one king stud for openings to 6 %0" and 2 king - Deck -100 psf. 28 DETAIL 2 8 studs for openings over 6' -0 ". - Wind -90 mph (3 second gust), Exposure B. 11 8L 3x3x1/4 x 0' -4 3/8" c - Earthquake -Zone C -IBC. SV 3/4" = 1' -0" S6 13) All construction must comply with the 2012 International Building Code as WELDED TO BOTH S6 3/4" = 1' -0" adopted by the Town of Vail Building Department and the "General Conditions of CUS TYPICAL V SNOW - GUARD 3/4" = V -0" the Contract for Construction" (AIA Document A201). All construction must be completed within the tolerances described in the "Residential Construction Per- C 6x13 @ 24" o.c. PER formance Guidelines" as prepared by the NATIONAL ASSOCIATION OF PLAN - COPE AS HOME BUILDERS. 14) Construct wall as follows- REQ'D. FOR LEDGER - Exterior -2x6 @ 16" oc. - Interior -2x4 @ 16" oc, unless noted otherwise. C 6x13 LEDGER _- 15) All beams, joists, and rafters are to bear upon walls or beams, or be hung with CONT. WELDED TO 1 4 4y SIMPSON Strong-Tie hangers or approve equals. EMBEDS 16) All structural members are shown in their final positions properly braced and sup - ported; during construction it may be necessary to temporarily shore portions of the structure while other portions are being constructed. Contact the engineer for 4' -0" HEADER SH AR consultation as required. WALL OVERLAP NAIL 17) General Contractor is responsible for all non - specified connections, contact engi- HEAVILY neer for details as required. The engineer is to approve all structural substitutions. / EDGE OF 18) Floor framing and concrete basement slabs must be complete and in place prior to 114 28 UPPER ROOF backlilling cured foundation walls, unless adequate temporary shoring is in place. GRADE 60 # 8 564'0 l9) General Contractor is to coerdinate all diaphragm penetrations (i.e., chimneys, BARS @ 16" o.c. S6 TYP. plumbing, sewers, etc.) through floors, walls, roofs and foundation walls with ap- L 5x5x5/16 x 10" w/ 3 - LVL 1 3/4 x 11 7/8 28 propriate sub - contractors. General Contractor is responsible for the means, meth- \ 3/4" DIA. M.B. THRU 3 - @ 24" o.c. X ods, techniques, sequences, procedures, workmanship, seasonal scheduling and LVL WELDED TO W 8x28 S6 N +rO `�+ +rD+ job -site safety associated with this project. The General Contractor is to verify all N -LVL 1 314 x 9 1/2 �' - - - - - - - - - - - - - - - - - - - - - - - �' 4' dimensions and elevations with the architectural drawings. Notify ngineer of all F--++ - -- - ++ ++ ++ ++ + s= Vt r -__ + C fy 00 conflicts and omissions between various elements of the working drawings and TOP OF PLYWOOD l — I•• the existing conditions prior to commencing with that portion of the project. - -- - - -- - - - - - - -- - -- - - - - -- - - -- - 238' -0 7/8" x - - - - - - - - - - - - - - - - - - - � - 20) All materials exposed to exterior and or moisture conditions shall be treated or d ■ + + 3 ++ LVL 1 3/4 x 11 7 8 + ■ 1 these conditions (i.e„ chemical treatment, staining, painting, damproofing, mem- LVL 1 3/4 x 11 7/8 M ' S7 branes, Bashing, etc.) as required by code. All materials to be treated for fire re- _+ ++ _ ao - - - -- ++ _ ++ w00 J r; LVL 1 3/4 x 11 7/8 24" O.C. z °' sistance as required by code. 1/4" BENT PLATE w/ 2 - > TS By, rO x 21) Furnish one set of shop and erection drawings for reinforcing steel, structural steel 3/4" DIA. M.B. THRU J � +� L and glued - laminated timber to the engineer for review and approval. prior to fab- EACH MEMBER L 4' -0" X i L �J < 1' -0" �2" rication, when shop drawings are prepared by the appropriate subcontractor. N � + 22) Special inspection to be completed by building official approved inspection N ■ x6 ■ Cl) 1 8 TEMPORARY agency for soil stabilization, structural steel construction and soils information. LVL 1 3/4 x 11 7/ ' i 1 8 TOWER CRANE Inspection reports to be prepared in accordance with IBC Chapter 17 on approved @ 16" o.c. 3 < I S6 r x 3gpVE > 5 2 �E owner, S8 J 2 ll LVL u 1 3/4 x ll p60 ll11 7/8 llPLUS ll FLITCF� PIA 1 1/2 x ll 12 u CONT.11 dx Farms, verifying compliance with construction documents and be submitted to the w 11 ll /� ll ll I1 ll ll ll ll and engineer. Coord nat Ni spections with gene altcontractor sso thatlspec M fine _ rr rr rr rr rr rr rr rr rr rr rr rr rr 00 2 -2x6 I Tf Tl R R �3��' spections can be periodic rather than continuous. 3 -LVL 1 3/4 x 9 1/2 o - w 4- VL 1 '/4.x 1 7/8 `bI6 �� L 3x3x1/4 x 0' -4 3/8" VL 1 3/4 11 7/8 24" c. "MI " +� WELDED TO BOTH K : _� T_R 0 ABOVE N 36 x _ HANGERS �} MEMBERS TYPICAL GRADE 60 #5 / 1/4" BENT 10x5 PLATE @ SS ch L +� TYPICAL LVL 3/ x 11 7/8 4" o. �� 10" TALL w/ 2 - 3/4" DIA. \ `b x TS 6 BARS @ 16" O.C. CONT. "2x" PLATE x �� TOP OF PLYWOOD 230'- " M.B. THRU 2 -LVL W 10 x 19 J - RAMSET @ 16" o.c. WELDED TO W 10x19 x 5�0 242'-7 3/4" 1 „ W 10 x 19 X f ' J IM. KEW D'HU' - Oo v s6�6��1� ly8 PLYWOOD STAGGERED M ti+ 18 ti — c HANGERS ROOF N 1178" RAFTERS L 3x3x1/4 x 0' -6" M 3' O�l� N . S 1 6 0 1/4" END CAP - D BOTH o a; D COORDINATE 3 L 1 3/ x 9 112 `3� o CONNECTION TO 1 1/8" PLYWOOD MEMBERS > J 2R LVL 1 3 u u■ ll x of 8� J J x 11 7/ PLUS FL CH 53 o dx ELEVATOR SHAFT L TE 1 3- L L 1 /4 x 9 1 /2 3 -LVL 1 3/4 x 9 1/ 12" CO E U DURING SHOP x6 rOJ (0 6. TS 12x6x1/4 DRAWINGS. M 2- O �y+ 0 FRAMING PER Zo = LVL 1 3/4 x 11 7/ AP 16" o.c. N Z� PER PLAN PLAN o cv 1/2" Zo -m in 1 1/2" DIA. STND. PIPE WELDED TO + VERT. PLATE N BASE PLATE 3/4" x 8" VERTICAL x V -6" w/ 4 - 5/8" DIA. PLATE 5/8" x 4" M.B. w/ WASHERS @ x 2' -0 3/8" 4' -0" o.c. 114 DETAIL 114 S6 SNOW - GUARD 3/4" = V -0" E CONT. 2 x 6 PLATE 2- LVL 3/4 x 6 PLUS FLITCH NAILED TO 2 - 2 x 6 PLATE 2 1/4" x 6" CONT. w/ 5/8" DIA. M.B. @ 16" o.c. STAGGERED TOP AND BOTTOM CV N CO 13/4., 13/4 iv 2�/4. 534„ 26 DETAIL 26 S6 3/4" = 1' -0" LVL 13/4 X p�i`o + + li lll "MI " HANG @ 24 O.C. TY ICAL LVL PL u now FLITCH PLATE 1 2" x 12" 'ONT. � u X S6 oN M S6 �5�+ 27 LVL S6 13/4 X 11 7 g @ M m +� 24" O.C. 00 ri IV +rO - 5 - - W -- - - +, 8 x ++ 21 N 6 +++ - - - - -- ++ M F WD - ■ ++ + J - - - - - - -- 114 28 2 S6 TYP. SG 57 EDGE OF UPPER ROOF 10 Q U 2 MAN Awl BUILT -UP PLYWOOD LEDGER 3" x 11 7/8" SCREWED TO INFILL FRAMING UPPER ROOF FRAMING PLAN • SHADED AREA DENOTES OVERFRAMING OR SNOW • _.. _ DENOTES 1/2" PLYWOOD SHEAR WALL PER EXTERIOR SHEATHING SPECS. IN T 6x65,114 � 1/4" 6" 1/2" BEARING 1/4" 6" TS 6x4x1/4 RING PLATE CONT. (4 TYPICAL) 195' -3" SEE SECTION 53/S22 TS 6x4x1/4 PER PLAN 1/4" 4o DETAIL 40 S6 3/4" = 1' -0" 3IUARD SUPPORT. 1/4" = 1'_0" 3� 4y 4 ex ROOF PER ARCH'LS. 1/2" PLYWOOD 231' -6" C SOIL 8" TO 9" RIGID INSUL. _I I 5" SLOPING TO OL 230' -4" 4" @ DRAINS / �� 11/8" PLYWOOD I 1178" RAFTERS i CONT. "2x" PLATE RAMSET @ 16" o.c. + STAGGERED TS 12x6xl/4 PER PLAN 41 DETAIL 41 S6 3/4" = V -0" GRADE 60 #10 BARs @ 16" o.c. BOTH WAYS 4 n31 A" cn 211' -3" �III�IIII1111111111� 1�1 =III= 1111= III = 111111 �II III �I�I ® 11111 1I 1 1 1 1 1 1 =1 I I– II I –I I I 11= 1111L�IIII �IIIj111_II �I I I I� I i I1=1I I –I I I11_� I 111111111111ii �I,: • 208' -0" # 5 DOWELS 16" o.c. ' 3' -0" 8" 3' -0" 8" ol COMPACTED SOIL 1/2" DIA. ANCHOR — — BOLTS @ 36" o.c. 2„ 6„ 111111 =111 =III =— – –_ • • N io • • 1� DETAIL 17 S6 NOTE- SEE ARCH'LS FOR WATERPROOFING AND INSULATING DETAILS. -1 1 200' -0" FLOW -FILL TYPICAL c� O N J GRADE 60 #8 DOWELS @ 16" o.c. co T -6" LU W 3' -6" a co O GRADE 60 #8 N DOWELS @ 16" o.c. Q 4' -9" N 3' -0" W GRADE 60 #8 BARS @ a 16" o.c. BOTH WAYS M O N 4" MUD SLAB w/ #4 J BARS @ 16" o.c. BOTH WAYS a IO 3/4" = 1' -0" S�j ',OF 26 U n CO O O O Z i N W D ti N d. O . N O X O 0 � Q> O S�j ',OF 26 W v Z W D N W � O W o v � Q O Q J W W v J J S�j ',OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN �F��� By M Haeberle at 2:06 pm, Aug 21, 2013 BASE PLATE 1/2" x 8" x 2' -0 1/4" w/ 3 - 5/8" DIA. ANCHOR BOLTS / 1/4" V d- 814„ 2, 6„ 6„ 2„ W 8 x 40 EDGE OF PER PLAN 2'_0Y4" FNDN. BASE PLATE 23 23 3/4" = 1' -0" 25/81, 8„ FBI � BASE PLATE 1/2" �4 x 5 1/4" x 2' -0 1/4" N 1 BASE PLATE 1 /2" C° w/ 3 - 1/2" DIA. ANCHOR BOLTS x 5 1/4" x 2' -4 1/4" C) C.0 w/ 4 - 1/2" D IA. N ANCHOR BOLTS N N 1/4" z V _ W8x21 �, PER PLAN W8x18or W8x21 04 PER PLAN 25 +8 2 " C° 1 /4" 5/4 \-./ FNDN. FNDN. EDGE OF N OF BASE PLATE 24 25 BASE PLATE 25 24 3/4" = 1' -0" 3/4" = 1' -0" 2' -0" 1' -4" ,ASE PLATE 23/4 23/4,. 8" 2„ 6" 6" 2' 2.. 2" 8.. 2,. 2, 12" x 5 1/2" x V -1 " t/ 2 - 3/4" DIA. M.B. 'HRU I TOP 'LATE _ W8x35 - W8x35 S 5x5x1/4 + N PER PLAN d PER PLAN _� -v ER PLAN N BASE PLATE 1/2" x 8" BASE PLATE 1/2" x 8" x 2' -0" w / 3 - 1/2" DIA. x V -4" w / 2 - 1/2" 1 ANCHOR BOLTS 1/4 ANCHOR BOLTS 1/4" BASE PLATE 38 39 BASE PLATE 39 40 BASE PLATE 40 38 3/4" = 1' -0" 3/4 = 1 1-01, 3/4" 11-0.1 3/4" PLYWOOD CONT. "2x" PLATE w/ 5/8" DIA. M.B. @ 24" FRAMING PER o.c. STAGGERED PLAN BOTH SIDES OF WEB SLOPE PER PLAN �I SEE '\RCH'LS. STEEL BEAM PER PLAN /2" BEARING 'LATE TS COLUMN TYP. PER PLAN 1/4" r2o-- DETAIL 20 S7 3/4" = 1' -0" FRAMING PER CONT. "2x" PLATE w/ 5/8" DIA. PLAN M.B. @ 24" o.c. STAGGERED BOTH SIDES OF WEB 1 1/8" PLYWOOD_ - 228' -9" or 218' -3" OL STEEL BEAM FRAMING PER PER PLAN PLAN 21 DETAIL 21 S 7 3/4" = V -0" i' EDGE OF BASE PLATE 1/2" 1' -2" FNDN. x 4" x 1' -2" w/ 2 - 2" 5" 5" 2" TS 6x4x1/4 `V 1/2" 1 ANCHOR PER PLAN o ice. BOLTS � N + CV N 1/4" 2 -PC. 1/4" SADDLE WELDED 4" TO 1/2" BEARING PLATE w/ 2 - 3/4" DIA. MACHINE BOLTS 2 "2' THRU WOOD BEAM. � N T TS BEAM PLAN RAMSET @ ).c. TO BEAM ICAL 96 DETAIL 96 S7 3/4" = 1' -0" 2 1/2" BEARING � 00 J PLATE WOOD BEAM PER PLAN 3/8" PLATE V -0" x i TS COLUMN PER PLAN 95 DETAIL 95 S7 3/4" = 1' -0" TS BEAM PLAN RAMSET @ ).c. TO BEAM ICAL 96 DETAIL 96 S7 3/4" = 1' -0" BASE PLATE 32 33 BASE PLATE 33 32 3/4" = 1' -0" 3/4" - 1' -0" _ TS 6x4x1/4 N PER PLAN N `%1' BASE PLATE 1/2" x N 2' 5" 5" 2. 5" x V -2" w/ 2 - 1/2" 1/4" DIA. ANCHOR EDGE OF V -2" BOLTS FNDN. 26 BASE PLATE 26 3/4" = 1' -0" TS 4x4x1/4 PER PLAN �N cV � + } BASE PLATE 1/2" x N 2" 4" 4" 2" 4 1/2" x V -0" w/ 2- 1/4" 1/2" 1 ANCHOR 1' -0" EDGE BOLTS FNDN. 27 BASE PLATE 27 3/4" = 1' -0" 6" 6" 1/4" zo TS 12x12x3/8 + PER PLAN N BASE PLATE 1/2" x zo V -0" x 2' -4" w/ 3 - 1/2" DIA. ANCHOR BOLTS ii EDGE OF F� DN. 34 B S E PLATE 34 3/4" - 1' -0" FRAM PER P 12 4F- S7 2 - LVL 1 3/4 x 11 7/8 FLITCH PLATE BEAM PER PLAN TS 8x6x3/8 i 3/8" COORDINATE `J 3/8" CONNECTION TO ELEVATOR SHAFT DURING STEEL SHOP DRAWINGS TS 8x6x1/2 N 12 4 M FRAMING PER ' PLAN M TS 6x6x3/8 �1 3/8" 3/8" 'C N M v 95 S7 243' -0" 3 -LVL 1 3/4 x 9 1/2 96 PER PLAN S7 237' -1 1/2" L 4"14'1[ 6' -638" 4,.4 0 0 00 41411 TS 10x6x3/8 3/8" oL 223' -9 3/4" 96 S7 STAIR LANDING FRAMING PER PLAN O O MAX. NON - SHRINK 218' -0 3/8' EPDXY GROUT TYP.18' °U e Q a SECTION 1 S7 FRAME ONE ELEVATION 1/2" = 1' -0" 6%2 4"14 TS 8x6x3/8 226-10 1/2" 2 - LVL 1 3/4 x 11 7/8 BEYOND 3 PC. 1/4" PLATE BUCKET BEYOND w/ 2 - 3/4" DIA. M.B. TS 8x6x3/8 BASE PLATE 1/2" 2 2" 8" 2' � 00 x 6" x V -2" w/ 2 - 3�4" 31 / FNDN. 3/8" PLATE V -0" x i V -0" PER PLAN BAS PLATE 1 /2" BASE PLATE x V -0" x V -0" w/ 4- + . 1/2" 1 ANCHOR 3/4" x 1' -2" x 1' -2" BOLTS O CO 1' -2" Q > w/ 4 - 1/2" DIA. BASE PLATE 32 33 BASE PLATE 33 32 3/4" = 1' -0" 3/4" - 1' -0" _ TS 6x4x1/4 N PER PLAN N `%1' BASE PLATE 1/2" x N 2' 5" 5" 2. 5" x V -2" w/ 2 - 1/2" 1/4" DIA. ANCHOR EDGE OF V -2" BOLTS FNDN. 26 BASE PLATE 26 3/4" = 1' -0" TS 4x4x1/4 PER PLAN �N cV � + } BASE PLATE 1/2" x N 2" 4" 4" 2" 4 1/2" x V -0" w/ 2- 1/4" 1/2" 1 ANCHOR 1' -0" EDGE BOLTS FNDN. 27 BASE PLATE 27 3/4" = 1' -0" 6" 6" 1/4" zo TS 12x12x3/8 + PER PLAN N BASE PLATE 1/2" x zo V -0" x 2' -4" w/ 3 - 1/2" DIA. ANCHOR BOLTS ii EDGE OF F� DN. 34 B S E PLATE 34 3/4" - 1' -0" FRAM PER P 12 4F- S7 2 - LVL 1 3/4 x 11 7/8 FLITCH PLATE BEAM PER PLAN TS 8x6x3/8 i 3/8" COORDINATE `J 3/8" CONNECTION TO ELEVATOR SHAFT DURING STEEL SHOP DRAWINGS TS 8x6x1/2 N 12 4 M FRAMING PER ' PLAN M TS 6x6x3/8 �1 3/8" 3/8" 'C N M v 95 S7 243' -0" 3 -LVL 1 3/4 x 9 1/2 96 PER PLAN S7 237' -1 1/2" L 4"14'1[ 6' -638" 4,.4 0 0 00 41411 TS 10x6x3/8 3/8" oL 223' -9 3/4" 96 S7 STAIR LANDING FRAMING PER PLAN O O MAX. NON - SHRINK 218' -0 3/8' EPDXY GROUT TYP.18' °U e Q a SECTION 1 S7 FRAME ONE ELEVATION 1/2" = 1' -0" 6%2 4"14 TS 8x6x3/8 226-10 1/2" 2 - LVL 1 3/4 x 11 7/8 BEYOND 3 PC. 1/4" PLATE BUCKET BEYOND w/ 2 - 3/4" DIA. M.B. TS 8x6x3/8 BASE PLATE 1/2" U EDGE OF � 00 x 6" x V -2" w/ 2 - 3�4" 31 / FNDN. 2" 5" 5" 2" i 1/2" DIA. ANCHOR 1/4" BASE PLATE BOLTS d. O . 2" 3/4" x 1' -2" x 1' -2" O CO 1' -2" Q > w/ 4 - 1/2" DIA. v in Q O W 12 x 35 J ANCHOR BOLTS 4" 6" 4" o PER PLAN W TS 6x6x 1 /4 W 1, -2„ 10" + PER PLAN iv J 1/4" J `v N "' io BASE PLATE 3/4" 2" TS 6x6x3/8 PER 6 1/2" 2' 4 1/2" PLAN 2' 5" 5" 2" x x - 1/4" EDGE OF w/ 3 - 1/2" DIA. 1'_2" ol FNDN. - ANCHOR BOLTS 35 BASE PLAT�35 BASE PLATE 36 37 BASE PLATE 37 3/4 = 1 -0 r 6 3/4" = 1' -0" 3/4" - 1' -0" A 4" 1 BASE PLATE 1/2" Z,211 x 4" x 1' -2" w/ 2 - 1' -0" �- 4x4x3/8 or 1/2" DIA. ANCHOR _ BASE PLATE 1/2" 2" 4" 4" 2' TS 4x4x1/4 BOLTS `" PER PLAN x4 "xV- 0 "w /2- N 1/2" DIA. ANCHOR TS 4x4x1/4 + BOLTS .�- `� PER PLAN `r + (V EDGE OF 1/4" 1/4" FNDN. "_ w� 2 BASE PLATE 28 29 BASE PLATE 29 8 3/4" = 1' -0" 2 3/4 = 11-01, N `L ' BASE PLATE 1/2" 11 1' -0" 0' x 7" x V -2" w/ 2 - BASE PLATE 1/2" 2" 4" 4" 2' 1/2" DIA. ANCHOR x 5" x V -0" w/ 2 - TS 6x6x1/2 \ BOLTS 1/2" DIA. ANCHOR PER PLAN BOLTS + EDGE OF FNDN. r S ABOVE 4" 4" 4" TS 4x4x1/4 1/4" PER PLAN 1/4" 30 BASE PLATE 30 BASE PLATE 31 3/4" = 1' -0" 31 3/4" = 1' -0" >R M 0 N WE N W M C) N J a W U n 00 � 00 0 11 • i D N IN- W d. O . N O O O - U O CO O Q > o W 1 � � • 11 • 11 D W v Z W D N W � O W o v in Q O Q J W W v J J S7 ',OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL I By M Haeberle at 2:06 pm, Aug 21, 2013 3/4" PLYWOOD BASE PLATE 11 16d SPIKES � • I@ 1/2" x 12" x 1' -0" 3" o.c. 2" INTO BOTH "2x" CONT. PLATE MEMBERS w/ 5/8" DIA. M.B. @ ANCHOR BOLTS 8" 24" o.c. -- STAGGERED BOTH 2 -LVL 1 3/4 x 11 7/ SIDES OF WEB + PER PLAN W 10 x 22 PER 16d SPIKES @ 3" PLAN o.c. BOTH SIDES DETAIL 121 121 V- 2' 2x6 @ 16" o.c. 1/2" PLYWOOD 1 1/8" PLYWOOD 2x6 CONT. PLATE w/ 5/8" DIA. M.B. @ 24" o.c. STAGGERED BOTH SIDES OF WEB W8x28 LVL 1 3/4 x 11 7/8 @ 16" o.c. 120 DETAIL 120 �8 3/4" = 1' -0" 1 5" S BASE PLATE 1/2" x S V -4 1/2" x 1' -6" w/ 4 - 212" 212 1/2" DIA. ANCHOR BOLTS � N C 1/4" C° =N ch N N c 10 EDGE OF 2 6 2 8"W 8 x 28 FNDN. 1 _6 PER PLAN 22 ASE PLATE 22 3/4" = 1' -0" 1' -3" TS 5x5x1/4 5" 2" 6" 2" PER PLAN r + � CD Ch N C,) T- 1/4" CV r2l'2�� 21/2„ BASE PLATE 1/2" x 1' -3" x 1' -3" w/ 4 - EDGE OF 5" 1/2" DIA. ANCHOR FNDN. BOLTS 21 BASE PLATE 21 3/4" = 1' -0" 61/," 0/4"31 BASE PLATE 1/2"x 10 1/2" x 2' -0" w/ 3 - 5/8" DIA. ANCHOR BOLTS CNN. 5y8" BASE PLATE 1/2" x 5 5�8 1/4" x 2' -0 1/8" w/ 3- 1/2" EDGE OF FNDN. DIA. ANCHOR BOLTS p N iv 1/4" 1/4" 0 N d \ Lf) N LO `oo W 12x35 6�/2" 2 "2" N PER PLAN 102" EDGE OF FNDN. 10 BASE PLATE 10 3/4" = 1' -0" 2" 4" 4. 2" BASE PLATE 11 � � • 1/2" x 12" x 1' -0" - 2" w/ 4 - 1 /2" DIA. ANCHOR BOLTS 8" -- + V- 2' TS 4x4x1/4 OR IN TS 5x5x1/4 PER PLAN 1' -0" 1 BASE PLATE 1 3/4" = 1' -0" SECTION 4 FRAME FOUR ELEVATION BASE PLATE 1/2" 1'4%4" W 8x18 x 5 1/4" x V -4 1/4" PER PLAN w/ 2 - 1/2" DIA. „ W 8x21 1/4" ANCHOR BOLTS 2 2 g% 4° 2 "2" PER PLAN W 8x18 PER PLAN IN N L N EDGE OF EDGE OF FNDN. 1/4" FNDN. BASE PLATE 11 12 BASE PLATE 12 3/4" = 1' -0" 3/4" = 1' -0" TS 12x8x3/8 PER PLAN EDGE OF FNDN. BASE PLATE 1/2" x 8 1/2" x 2' -7 1/4" b w/ 3 - 5/8" DIA. ANCHOR BOLTS - 3/4" = 1' -0" �C� f'\ EDGE OF FNDN. 2 -LVL 1 3/4 x 11 7/8 18 N PLUS FLITC x I S6 BASE PLATE 1/2" BASE PLATE 1/2" x 7" x PLAT PER x 1' -0" x 1' -11 1/2" 1' -11" w/ 4 - 1/2" DIA. _ - w/ 3 - 5/8" DIA. ANCHOR BOLTS N ANCHOR BOLTS 1/4 C? T M 3 -LVL 1 3/4 x 9 1/2 3 -2x6 PER PLAN N \ + -+ PER PLAN = moo 2" 6" 2" 3„ 2" 6" 2 -2x6 120 8 2 2 TS 12x8x3/8 TS 7x3x1/4 EDGE OF TRIMMER S8 1/4" PER PLAN 1' -11" _._� " PER PLAN FNDN. PER PLAN _ N BASE PLATE 15 BASE PLATE 16 3 -LVL 1 YO x 11 7/8 BEYOND 15 3/4" = 1' -0" 3/4" = 1' -0" 3 PC. 1/4" PLATE BUCKET w/ - 3/4" DIA. M.B. W LDED _ 4 BASE PLATE 1/2" x 11 TO W 8 x 28 W 8 x 28 1/4" x V -1 3/4" w/ 3- 1/2" TYP. BASE PLATE 1/2" x 7" x 2" 2„ DIA. ANCHOR BOLTS 3/8" 2' -1" w/ 4 - 1/2" DIA. 4 00 TYP. ANCHOR BOLTS 1/4" 3/8 1 /4" N TS 8x6x3/8 TS 8x6x3/8 N cr � M N �� _ -I- 71)\_ \N 00 T00 _N 2' 6„ 2' S„ 2' 6,. 2" 3/4F 3„ 2' \ 3' -71 4.. 4"L `° TS 7x5x1/2 EDGE OF TS 7x3x1/4 �. 6" 2' EDGE OF �4 7 -8 PER PLAN 2' -1„ FNDN. PER PLAN 1' -1�„ FNDN. BASE PLATE 17 1$ BASE PLATE 18 17 3/4" = V -0" 3/4 = 11-01, 124 S8 LVL 3/4 x 11 7/8 W 10x26 TS 5x5x1/4 1 -„ V -33/° EDGE OF - FRAM�NG PER PER PLAN PER PLAN �2 5 2.. 6„ 2 FNDN. 5 PLAN 00 / 2 2 212,, EDGE OF rl- �% BASE PLATE 1/2" x FNDN. + N :N 1' -3" x V -4 1/2" w/ 4 - \ 1/2" DIA. ANCHOR N M iv 97 N BOLTS 2 \4 -LVL 1 3/4 x 11 7/8 PER PLAN TS 4x4x1/4 N ,. _N iv PER PLAN 3 in N + =t + `c 7 -2x6 PER 2 4' 2 4 N PLAN BASE PLATE 1/2' x 1' -3 7/8" x V -3 3/4" 51 „ 10%" 2' 611 2' S„ w/ 4- 1/2" D IA. 5 1 /4" 1 -3 3 SECTION 3 1' -3 TS 5x5x1/4 ANCHOR BOLTS 8„ PER PLAN SS FRAME THREE ELEVATION 19 BASE PLATE 19 BASE PLATE 20 3/4" = 1' -0" 20 3/4" = 1' -0" 6 20 GAGE 1.3C TS 8x6x3/8 PER PLAN 1/2" = 1' -0" 1/4" N \ c _Co d N vN _d + BASE PLATE 1/2" BASE PLATE 1/2" x 9 N x 4 1/2" x V -0" w/ 2" 4" 4" 2" 2 2 1/4" x 1' -0 1/8" w/ 2 - 1/2" TS 4x4x1 /4 2 - 1/2" DIA. 4" DIA. ANCHOR BOLTS PER PLAN 1' -0" ANCHOR BOLTS BASE PLATE 13 BASE PLATE 14 3/4 = 1 1-01, 14 3/4" = 1' -0" M + T TS 6x6x1/4 PER PLAN A.� BASE PLATE 1/2" x 1' -4" x 1' -4" w/ 4 - 1/2" DIA. ANCHOR BOLTS EDGE OF FNDN. 1/4" 3 BASE PLATE 3 3/4" = 1' -0" 4 EDGE OF FNDN. BASE PLATE iv 1 /2" x 6" x V -0" w/ 2 - 1/2" DIA. ANCHOR BOLTS TS 6x4x1/4 PER PLAN EDGE OF FNDN. BASE PLATE 4 5 3/4" = 1' -0" BASE PLATE 1/2" x 6" x 2' -3" w/ 3 - 5/8" DIA. ANCHOR BOLTS TS 8x6x1/2 PER PLAN BASE PLATE 5 3/4" = 1' -0" M N TS 8x6x3/8 PER PLAN BASE PLATE .1/2" x 6" x 2' -3" w/ 3 - 5/8" DIA. ANCHOR BOLTS EDGE OF FNDN. 6 BASE PLATE 6 3/4" = 1' -0" SECTION 12 FRAME TWELVE ELEVATION BASE PLATE 1/2" x 10" x V -8 3/4" w/ 3 - 1/2" — DIA. ANCHOR BOLTS N =c O N I J 1-F714X I/,+ \ � 11 PER PLAN J "' BASE PLATE 1/2" x 4 1/4" 1/2" x 2' -4" w/ 4 - 1/2" W 10x30 _ DIA. ANCHOR BOLTS PER PLAN EDGE OF FNDN. BASE PLATE 7 3/4" = 1' -0" v 1/2" = 1' -0" OF FNDN. BASE PLATE 8 3/4 = 1 -0 DJ 243' -0" T 238' -0 7/8" W 10x19 PER PLAN \ JL3x3x1 /4 x C — WELDED l BOTH MEMBERS 1/2" BEARING' PLATE 34 S5 228' -9" M - O 35 S5 ih N W 10x30 PER PLAN BASE PLATE 1/2" x V -5 1/2" x V -10" w/ 4- 1/2" DIA. ANCHOR BOLTS DGE OF FNDN. J E9 3/4" = 1' -0" W v Z W D N W � O W o Q v CY) O J Q W W v J J 11 � � • It • 11 W v Z W D N W � O W o Q v CY) O J Q W W v J J Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL 1 By M Haeberle at 2:06 pm, Aug 21, 2013 5 218' -3" 1%8" PLYWOOD 11�/8" JOISTS 1/4" 2" @ 12" 1/4" 2" @ 12" 1�/8" PLYWOOD 7" JOISTS TS 16x8x3/8 PER PLAN "2x" CONT. RAMSET TO TS @ 16" o.c. STAGGERED 10o DETAIL 100 S9 3/4" = 1' -0" 3/4" PLYWOOD 5 SOLID S( BLOCKING LVL RAFTERS PER PLAN "2x" CONT. TS 14x8x3/8 RAMSET AT 16" PER PLAN o.c. STAGGERED r99"�DETAIL 99 S 9 3/4" = V -0" 4 15 SECTION 15 S9 FRAME FIFTEEN ELEVATION 1/2" = 1' -0" 13 SECTION 13 S9 FRAME THIRTEEN ELEVATION 1/2" = V -0" 42 M S12 0 _1 C) C zi� I 3'- 634,. ACTUAL 12 2 X60 12.1179 0 SKEWED 2 �3l W 10x26 @ EAST SIDE OFF RAM E D -jr-3x3x3/8 x 1' -6" WELDED TO W21 AND TS 21 68 ACTUAL RIDGE 4 235' -6" co M 12.1179 u ul SKEWED 4F— S9 HU W 14x53 @ EAST FACE / OF FRAME 99 / b SIM. S9 ch /j 1/4" L TS12x8x 318 L CO JL3x3x3 /8 x 0' -10 7/8" �; 4" 4' _ - WELDED TO W14 11� L II� M AND TS TS 12 x 8 x 3/8 - TS 8 x 8 x 1/4 1/4" 8x8 -jF-3x3x1/4 x 0' -8 1/4" /9 6 W 10x26 WELDED TO W10 1/4" 88 S7 AND TS / Q 96 TS12x8x3/8 8" S 7 3/ 6., 6" 9 {A8" 4.. 4" 6' -10" J 3x3x3/8 x 0' -8" WELDED TO W14 AND TS TS 12 x 8 x 3/8 0 17' -534" r- 0) TS 12x6x1/4 AT I WEST SIDE OF FRAME PER PLAN O 218' -0 3/8" 217' -6 3/4" d d d e e ° 4a. a 4' 4 ° 8 ° ° d ° e ° e d ° ° de °. 4 13 1 d ° d All 5 SECTION 5 ° ° °4 °d d S9 FRAME FIVE ELEVATION 1/2" = 1' -0" d e a 4° ° ° e 4 d ° d ° ° d ° d d 4 °d 20 GAGE 1.3C e ° a ° METAL DECK e ° ° ° ° 10 958 U 12 ACTUAL 4 20 GAGE 1.3C ° d TS 4x4x1/4 � -t95-3" °d INSIDE FACE METAL DECK TYP. N a d ° W -1 20' -778„ .� N O 12.1179 nO O + O e TS 6x6x1/4 o v co Q O Q J d 99 OIL 195' -3" 2" o W ° /`O 5/8" 4 W 10x22 PE iv 4.. + PLAN :fl + 3 -LVL 1 3/4 x 11 7/8 + + d_ 4� o FRAME PER PLAN TS 6x3x1/4 BUILT -UP PL TE a TS 4x2x 1 /4 TYP. 4 ° _1/4" ° a 2' -7�4" 2' -7Y4" 2' -7�4" a e 2' TY .6 TY .6 2" ° TS12x8x3/8 3" _ 3" M 5/8" DIA. x 4" TS8x8x1 /4 H.A.S. @ 16" o.c. de TS 4x4x1/4 30 or 29 °d 31 27 or or 186' -11" 28 187' -1" ° ° 1 V -512" e ° e d° ° a ° d d 3 d d TS 6x6x1/ d a 4' -1y8" 3' -634„ 3' -2" 4" 3' -2" 3' -2" 3' -2" ° ° 2, 2„ + TYP. 3 _ TRUSSES ° ° 5/8" DIA. x 4" d ° H.A.S. @ 16" ox ° ° TS 6x4x1/4 ° 4. 26 32 186' -11" a d - ° ° °° ° ° d ° ° ° d ° ° ° ° ° d ° d ° ° ° ° _ d ° d ° ° ° °4 ° ° 4 d d e° ° d 15 SECTION 15 S9 FRAME FIFTEEN ELEVATION 1/2" = 1' -0" 13 SECTION 13 S9 FRAME THIRTEEN ELEVATION 1/2" = V -0" 42 M S12 0 _1 C) C zi� I 3'- 634,. ACTUAL 12 2 X60 12.1179 0 SKEWED 2 �3l W 10x26 @ EAST SIDE OFF RAM E D -jr-3x3x3/8 x 1' -6" WELDED TO W21 AND TS 21 68 ACTUAL RIDGE 4 235' -6" co M 12.1179 u ul SKEWED 4F— S9 HU W 14x53 @ EAST FACE / OF FRAME 99 / b SIM. S9 ch /j 1/4" L TS12x8x 318 L CO JL3x3x3 /8 x 0' -10 7/8" �; 4" 4' _ - WELDED TO W14 11� L II� M AND TS TS 12 x 8 x 3/8 - TS 8 x 8 x 1/4 1/4" 8x8 -jF-3x3x1/4 x 0' -8 1/4" /9 6 W 10x26 WELDED TO W10 1/4" 88 S7 AND TS / Q 96 TS12x8x3/8 8" S 7 3/ 6., 6" 9 {A8" 4.. 4" 6' -10" J 3x3x3/8 x 0' -8" WELDED TO W14 AND TS TS 12 x 8 x 3/8 0 17' -534" r- 0) TS 12x6x1/4 AT I WEST SIDE OF FRAME PER PLAN O 218' -0 3/8" 217' -6 3/4" d d d e e ° 4a. a 4' 4 ° 8 ° ° d ° e ° e d ° ° de °. 4 13 1 d ° d All 5 SECTION 5 ° ° °4 °d d S9 FRAME FIVE ELEVATION 1/2" = 1' -0" d e a 4° ° ° e 4 d ° d ° ° d ° d d 4 °d 20 GAGE 1.3C e ° a ° METAL DECK e ° ° ° ° 14 SECTION 14 69 FRAME FOURTEEN ELEVATION 1/2" = 1' -0" 4 d 10 958 n 00 LO 12 ACTUAL 4 o ° 4 ° TS 4x4x1/4 � -t95-3" °d INSIDE FACE N ° W d, O .� N O 12.1179 nO O + O e 4 SKEWED 18. o v co Q O Q J d 99 2" o W ° /`O 5/8" W 10x22 PE iv 4.. PLAN 3 -LVL 1 3/4 x 11 7/8 AT WEST SIDE OF o FRAME PER PLAN BUILT -UP PL TE a TS 4x2x 1 /4 TYP. 4 ° _1/4" ° $ VARIES 2' -7�4" 2' -7Y4" 2' -7�4" a e 2' TY .6 TY .6 2" ° TS12x8x3/8 TRUSSES TRUSSES ° 5/8" DIA. x 4" TS8x8x1 /4 H.A.S. @ 16" o.c. + TS 4x4x1/4 30 or 29 °d 31 27 or or 186' -11" 28 187' -1" ° ° 1 V -512" e ° e d° ° a ° d d 14 SECTION 14 69 FRAME FOURTEEN ELEVATION 1/2" = 1' -0" 4 d 230' -4 "I 230' -4" 1/4" — — /2 1/4" PER ARCH'LS. 96 S7 5' -4 %" FLITCH PLATE BEAM AT EAST SIDE OF FRAME PER PLAN -JF-3x3x1 /4 x 0' -11" WELDED TO TS AND TS O 5'-1y2" W 10 x 68 WHEEL PER PLAN ASSEMBLY -- ------- - - - - -- -------- - - - - -- 195' -6.. I IIII � o I IN I ' 3/8" V 3/8" 6" 6„ 7'_358" 3 PC. 1/4" PLATE SADDLE w/ 2 - 3/4" DIA. M.B. WELDED TO BACK SIDE TS 12x8x3/8 TS12x8x31 W 10x26 AT EAST SIDE O 3/8" V FRAME PER PLAN _o E 229'-15/8" -JF-3x3x3/8 x 0' -10 7/8" WELDED TO W14 AND TS W14x53AT 6" 6" EAST SIDE OF FRAME PER PLAN 6 S10 co 218' -3" IIII I I IIIIIIII r -1 F- 3x3x 1 /4 x 0' -8 1/4" 100 WELDED TO W10 TS 16 x 8 x 3/8 S9 AND TS 3/8" V ti 13' -1y8" 6" 6" 2' -5y8" 15 I I 211' -3" ° d a d ° d —2G8'3— VU' J OL 208' -0 3/8" ° d' WHEEL ASSEMBLY 0 22 3�2�� 4" 2" 2" 4.. 2�� 2� a o W 12 x 26 PER PLAN CAR LIFT w/ JL3x3x1 /4 x 0' -9" N ABOVE BY p WELDED TO BOTH OTHERS W 12x65 W12 MEMBERS EACH p PER PLAN END 193' -5" -- 3/8" PLATE V -0" x V -0" PER PLAN 192' 3" U n 00 LO 12 ACTUAL 4 o W21 x68@ • 18. INSIDE FACE N ti W d, O .� N O 12.1179 nO O o O Q > 4 SKEWED 18. o v co Q O Q J 99 W S9 W /`O W 10x22 PE J PLAN 3 -LVL 1 3/4 x 11 7/8 AT WEST SIDE OF o FRAME PER PLAN BUILT -UP PL TE AS REQ'D TS12x8x3/8 TS8x8x1 /4 \ + --------------- 1 V -512" 4" 4' 230' -4 "I 230' -4" 1/4" — — /2 1/4" PER ARCH'LS. 96 S7 5' -4 %" FLITCH PLATE BEAM AT EAST SIDE OF FRAME PER PLAN -JF-3x3x1 /4 x 0' -11" WELDED TO TS AND TS O 5'-1y2" W 10 x 68 WHEEL PER PLAN ASSEMBLY -- ------- - - - - -- -------- - - - - -- 195' -6.. I IIII � o I IN I ' 3/8" V 3/8" 6" 6„ 7'_358" 3 PC. 1/4" PLATE SADDLE w/ 2 - 3/4" DIA. M.B. WELDED TO BACK SIDE TS 12x8x3/8 TS12x8x31 W 10x26 AT EAST SIDE O 3/8" V FRAME PER PLAN _o E 229'-15/8" -JF-3x3x3/8 x 0' -10 7/8" WELDED TO W14 AND TS W14x53AT 6" 6" EAST SIDE OF FRAME PER PLAN 6 S10 co 218' -3" IIII I I IIIIIIII r -1 F- 3x3x 1 /4 x 0' -8 1/4" 100 WELDED TO W10 TS 16 x 8 x 3/8 S9 AND TS 3/8" V ti 13' -1y8" 6" 6" 2' -5y8" 15 I I 211' -3" ° d a d ° d —2G8'3— VU' J OL 208' -0 3/8" ° d' WHEEL ASSEMBLY 0 22 3�2�� 4" 2" 2" 4.. 2�� 2� a o W 12 x 26 PER PLAN CAR LIFT w/ JL3x3x1 /4 x 0' -9" N ABOVE BY p WELDED TO BOTH OTHERS W 12x65 W12 MEMBERS EACH p PER PLAN END 193' -5" -- 3/8" PLATE V -0" x V -0" PER PLAN 192' 3" p v Q v �� D 2 P40VIDE 1/2" WEB D � 6" D STIFFENERS @ 24" o.ca 6" D BENEATH WHEAL Tf�AVEL D a 6" ° 6" v ° a p ol lo 6-10 q D � p 92 DETAIL 92 S9 3/4" = 1' -0" �G Uj LL a M Q N N W IY <C,4 M O N J a Q 07 U n 00 LO � o O p v Q v �� D 2 P40VIDE 1/2" WEB D � 6" D STIFFENERS @ 24" o.ca 6" D BENEATH WHEAL Tf�AVEL D a 6" ° 6" v ° a p ol lo 6-10 q D � p 92 DETAIL 92 S9 3/4" = 1' -0" �G Uj LL a M Q N N W IY <C,4 M O N J a Q 07 W U n 00 LO ._ N r cb 00 O • 11 D N ti W d, O .� N O nO O o O Q > o W 1 � i Z • 11 D W v Z W D N W � O W o v co Q O Q J W W v J J S9 ',OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL 4 BY M Haeberle at 2:06 pm, Aug 21, 2013 GRADE 60 #F 16" o.c. BOTF FRAMING PER DV IF] VV/1 TO DETAIL 54 S NOTE- SEE ARCH'LS FOR 3/4" = 1' -0" WATERPROOFING AND INSULATING DETAILS. 61 SECTION 6 FRAME SIX ELEVATION PACK -OUT WEB, BOLT w/ 5/8" DIA. M.B. @ 24" SLOPING ox. STAGGERED PER PLAN 1 11/8" PLYWOOD 1178" RAFTERS FRAMING PER PLAN \ "MIU" / HANGERS TYP. 1/2" PLYWOOD SLOPING 3 - LVL 1 3/4 L W 14x53 x 11 7/8 PER PER PLAN ]Wil01L 101 DETAIL 101 S 0 3/4" = 1' -0" 1/2" = 1' -0" OL 218' -3" W 10x26 CONT. PER PLAN L 3x3x1/4 x 0' -5 1/4" WELDED TO W10 AND C7 23 DETAIL 23 S 1 0 3/4" = V -0" 3" FINISH 1 %" PLYWOOD C7" x 12.25 JOISTS PER PLAN A >R N Q N W a 3/4" PLYWOOD _o O 12 N J_ 41 2, " 'r W 3 PC. 1/4" PLATE Q SADDLE w/ 2 - ��, 3/4" DIA. M.B. � THRU 2 - LVL 1/4" 2 - LVL 1 3/4 x 11 7/8 PER PLAN 1/2" WEB STIFFENERS BOTH SIDES OF WEB m 7 TS 3x3x1/4 PER PLAN 1/2" BEARING PLATE 3 SIDES 1/8" TYP. SLOPING W 14 x 53 PER PLAN 22 DETAIL 22 S jo 3/4" = 1' -0" S1 Q ',OF 26 U n 00 C\j� .. 00 0 11 • L W D ti N d• O . N O O O n U � O CO Q > O S1 Q ',OF 26 11 � � • 11 • 11 W S1 Q ',OF 26 W v Z W D N W � O W o v CY) Q O Q J W W v J J S1 Q ',OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO VAIi By M Haeberle at 2:06 pm, Aug 21, 2013 218'218' -3 V S11 FRAME NINE ELEVATION 1/2" = 1' -0" 11 (4� TS 4x4x1/4 CONT. `5 S 14' -1078" 1 /4" TYP. 20 GAGE 1.3 METAL DECK O8 2 217' -6 3/4 ",1., ° +' + + t + + + + �� 3 4"' 3 3 TS 4x3x1 3' 3' ° + + + + + + °d TS 4 4 1/4 CONT. TS 4x3x1/4 2 "2,. 1 -13 8 2'- 1178" 2' -1178" 2' -5 %" 2' -5�8" 2' -3�8" 1/ � 2 � ° 12 �81 1 3x3x1/4 x 0' -4" WELDED TO ADJOINING TS 4x4x1/4 (NOTE- TRUSSES Y4 e TYPICAL MOVED IN PLAN r—io– SECTION 10 0 S 11 FRAME TEN ELEVATION 1/2" = 1' -0" TRUSSES TYPICAL r2-4-- D E TA+L -24— S 11 3/4" = 1' -0" 228' -9" ot FRAMING PER PLAN -, "2X" PLATE BOLTED STEEL BEAM TO STEEL BEAM w/ PER PLAN 5/8" DIA. M.B. @ 24" o.c. STAGGERED EACH SIDE OF WEB 25 DETAIL 25 S 11 3/4" = 1' -0" 3" 1y8" PLYWOOD 1178" JOISTS 1y2" PLATE L 3x3x3/8 x 0' -8 1/4" / F_ WELDED TO BOTH MEMBERS W 12 x 279 PER PLAN 6�/4„ D F W 10x22 3 n 00 F N r O O 0 Z 1/2" STIFFENER C 6 x 8.2 @ 16" 24 W10 x30 W D PLATE TYPICAL o.c. PER PLAN S11 THROUGH TO ti N ,q O .E ti M N CANTILEVER FRAMING PER � Q > 3/8" PLAN W o v X28' -9'� Q O Q J 0 _j (.) W W v J J 1 Y/8 3, 218' -3" 0 u 1�8" PLYWOOD 1/2" BEARING ii PLATE 7" CHANNELS 1/2" END PLATE W 10 x 30 W 10 x 54 W 10 x 30 BEHIND BEHIND w/ AT CANTILEVER W 10 x 30 PER A TS 4x4x1/4 PLAN BELOW W 8 x 48 BEYOND JL 3 x 3 x 1/4 x 0' -5 1/4" WELDED TO BOTH MMBRS W 10x30 W 10x30 DETAIL 122 r, 22 S 11 3/4" = V -0" 2 8 „ 51 16-103/8" _ 1 „ S1 �� 5Y4" FRAMING 1y8" PLYWOOD w/ L 3x3x1/4 x 0' -4 3/8" W 8 x 28 PER PLAN PER PLAN SELF - TAPPING WELDED TO BOTH SCREWS @ 8" o.c. MEMBERS TYP. 63 11/8" PLYWOOD 65 PL BEARING S14 _ PLATE O S14 228 -9 — 218' -0 3/8" -- - - -- -- 00 00 '— 2 3 — 218' -0 3/8" 6" JOISTS - - - - - -- - - - -- - - - -- - - - -- - - - -- - - - - - - - - -- - -- -- - - - - -- - - - - -- - -- STEEL JOISTS W 10x 54 PER ` ® -- a 1 O CONCRETE s SECTION 8 a ° PER PLAN PLAN 102 PILASTER BEHIND S20 a S11 FRAME EIGHT ELEVATION 218'218' -3 V S11 FRAME NINE ELEVATION 1/2" = 1' -0" 11 (4� TS 4x4x1/4 CONT. `5 S 14' -1078" 1 /4" TYP. 20 GAGE 1.3 METAL DECK O8 2 217' -6 3/4 ",1., ° +' + + t + + + + �� 3 4"' 3 3 TS 4x3x1 3' 3' ° + + + + + + °d TS 4 4 1/4 CONT. TS 4x3x1/4 2 "2,. 1 -13 8 2'- 1178" 2' -1178" 2' -5 %" 2' -5�8" 2' -3�8" 1/ � 2 � ° 12 �81 1 3x3x1/4 x 0' -4" WELDED TO ADJOINING TS 4x4x1/4 (NOTE- TRUSSES Y4 e TYPICAL MOVED IN PLAN r—io– SECTION 10 0 S 11 FRAME TEN ELEVATION 1/2" = 1' -0" TRUSSES TYPICAL r2-4-- D E TA+L -24— S 11 3/4" = 1' -0" 228' -9" ot FRAMING PER PLAN -, "2X" PLATE BOLTED STEEL BEAM TO STEEL BEAM w/ PER PLAN 5/8" DIA. M.B. @ 24" o.c. STAGGERED EACH SIDE OF WEB 25 DETAIL 25 S 11 3/4" = 1' -0" 3" 1y8" PLYWOOD 1178" JOISTS 1y2" PLATE L 3x3x3/8 x 0' -8 1/4" / F_ WELDED TO BOTH MEMBERS W 12 x 279 PER PLAN 6�/4„ D F 1018" L 122 S11 o 4 %" 4' L 25 W8x21 Nsi, 3/8" V 12 S1 8' -278" 3/8 20` � N r r 00 81/8" bo W10x 9 BEYON 1/2" WE STIFFENERS TYP W 10 x 30 CONT. CEi N W8x21 TS 6x6x1/4 M 00 1Y8" PLYWOOD CONT. PLATE M O W 10x26 BEYOND 1/2" BEARING PLATE W8x40 2 S7 1/2" BEARING PLATE 218' -3" W10x54 J 3x3x3/8 x 0' -7" 1 3'-27 8 4" 4" 1'4° WELDED TO BOTH MEMBERS 1/2" BEARING PLATE ch LO 814" 4 W8x21 W8x21 M W12x35 w W8 x40 ° V 81 ° d ° ° 8 d ° a ° d ° ° d 4 4 '4 l a - _ 1 a h ° e° ° d 207' -10 1/2" ° d ° ° ° ° 4 ° ° ° ° 217' d I ° 7 SECTION 7 S11 FRAME SEVEN ELEVATION 1/2" = 1' -0" M _ O (N J N W W I M co O N J cY) W a co O N Q N W W a co T_ O N J a W 10x22 U n 00 F N r O O 1018" L 122 S11 o 4 %" 4' L 25 W8x21 Nsi, 3/8" V 12 S1 8' -278" 3/8 20` � N r r 00 81/8" bo W10x 9 BEYON 1/2" WE STIFFENERS TYP W 10 x 30 CONT. CEi N W8x21 TS 6x6x1/4 M 00 1Y8" PLYWOOD CONT. PLATE M O W 10x26 BEYOND 1/2" BEARING PLATE W8x40 2 S7 1/2" BEARING PLATE 218' -3" W10x54 J 3x3x3/8 x 0' -7" 1 3'-27 8 4" 4" 1'4° WELDED TO BOTH MEMBERS 1/2" BEARING PLATE ch LO 814" 4 W8x21 W8x21 M W12x35 w W8 x40 ° V 81 ° d ° ° 8 d ° a ° d ° ° d 4 4 '4 l a - _ 1 a h ° e° ° d 207' -10 1/2" ° d ° ° ° ° 4 ° ° ° ° 217' d I ° 7 SECTION 7 S11 FRAME SEVEN ELEVATION 1/2" = 1' -0" M _ O (N J N W W I M co O N J cY) W a co O N Q N W W a co T_ O N J a S11 (OF 26 U n 00 ._ N r O O 0 Z a� W D E ti N ,q O .E ti M N 0 O � Q > O S11 (OF 26 W v Z OF S11 (OF 26 W v Z W D N W � O W o v CY) Q O Q J 0 _j (.) W W v J J S11 (OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIL By M Haeberle at 2:06 pm, Aug 21, 2013 GRADE 60 # 5 , BARS @ 16" o.c. GRADE 60 #8 BARS @ 16" o.c. BOTH WAYS l 194' -2" \ i1106kl 15,lY 4" MUD SLAB w/ #4 BARS @ 16" o.c. BOTH WAYS 8" 77-Z; _. GRADE 60 # 8 BARS @ 12" o.c. PROVIDE WATERPROOF CONCRETE IN LID OVER STORAGE AREA GRADE 60 # 8 BARS @ 16" o.c. GRADE 60 #8 DOWELS @ 16" o.c. 3' -9" 3' -0" 0 3" 10" 3" 1' -0" rs1 DETAIL 97 204' -0" -I 11=1 I I—I I I—I I I 202' -9" III - III - III =1I1 -' • 1�1= 1�1 -I�I - i -I -III I I =1 III -11 ��2ADE 60 #6 DOWELS @ 16" o.c. • 3' -0" 42 SECTION 42 S 1 2 FRAME FORTY TWO ELEVATION 200' -0" .L FLOW - FILL BACKFILL TYPICAL GRADE 60 # 5 BARS @ 16" o.c 195' -6" IV GRADE 60 #8 DOWELS @ 16" o.c. J 4' -6" 3' -0" 1/2" = 1' -0" 3 - PC. 1/4" PLATE SADDLE w/ 2 - 3/4" DIA. M.B. 2 - LVL 1 3/4 x 11 7/8 1/2" BEARING PLATE CONT. TYPICAL I 22 SIM. 2" 4" 2„ S10 ® ® ® ® ® ® ® ® ® ® 5 S9 S FRAME FORTY FOUR ELEVATION 1/2" = 1' -0" 2 - LVL 1 3/4 x 11 7/8 TS 3x3x1/4 STUB 3 - PC. 1/4" PLATE LVL RAFTERS 1/2" WEB STIFFNER RIDGE PER PLAN COLUMN PER SADDLE w/ 2 - 3/4" PER PLAN 22 SIM. EACH SIDE OF WEB PLAN I 2" '1 DIA. M. B. U n 00 C\J LO MMIM114ME F-9 �1=� 1 WE N 1WMINE1 75 M 1=1011 F--1 5 S9 S FRAME FORTY FOUR ELEVATION 1/2" = 1' -0" 2 - LVL 1 3/4 x 11 7/8 TS 3x3x1/4 STUB 3 - PC. 1/4" PLATE LVL RAFTERS 1/2" WEB STIFFNER RIDGE PER PLAN COLUMN PER SADDLE w/ 2 - 3/4" PER PLAN 22 SIM. EACH SIDE OF WEB PLAN I 2" '1 DIA. M. B. 5 S9 SECTION 19 FRAME NINETEEN ELEVATION 1/2" = 1' -0" 19 T 235' -6" , 0 00 19 S12 U n 00 C\J LO MMIM114ME O �1=� 1 WE 11s= 1WMINE1 75 M 1=1011 D E all 5 S9 SECTION 19 FRAME NINETEEN ELEVATION 1/2" = 1' -0" 19 T 235' -6" , 0 00 19 S12 U n 00 C\J LO cb 00 O It It Z i 75 D E ti N d O --o .� ti O M N O O n U � Q > O W v Z W D N W � O W o v CY) Q O Q J W W v J J Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TOWN OF VAS L By M Haeberle at 2:06 pm, Aug 21, 2013 A AT SECTION FRAMING PER PLAN 67/S13 SIM. 8' -3" 218' -03/8" 118 "PLYWOOD 117/$" JOISTS "MIU" HANGERS TYP. LEDGER PER PLAN GRADE 60 # 8 BARS @ 16" o.c. GRADE 60 # 5 BARS @ 16" o.c. GRADE 60 # 5 BARS @ 16" o.c. OR GRADE 60 # 8 BARS @ 4" o.c. FOR 67/S13 SIM. 203' -9" 2" 8.. 2" GRADE 60 # 8 BARS @ 12" o.c. OR GRADE 60 # 5 BARS @ 16" o.c. @ 67/S13 SIM. PROVIDE WATERPROOF CONCRETE IN LID OVER STORAGE AREA GRADE 60 # 5 BARS @ 16" o.c. 1/2" DIA. ANCHOR BOLTS @ 24" o.c. 2" 6" - - lo - STONE VENEER AND ARCHITECTURAL © STEEL CAP AT SECTION 67/S13 SIM. I I • I 210' -0" FLOW -FILL TYPICAL GRADE 60 # 8 DOWELS x 7' -0" ® @ 16" o.c. • 2- #5 BARS CONT. TOP AND BOTTOM 202' -9" A GRADE 60116 DOWELS @ 16" o.c. T -6" GRADE 60 #8 BARS @ 16" o.c. GRADE 60 # 8 DOWELS @ 16" o.c. /3,_9., 3' -0" GRADE 60 #8 BARS @ 16" o.c. BOTH WAYS GRADE 60 # 8 DOWELS @ 16" o.c. 4' -6" 195' -6" ' 3' -0" OL M • GRADE 60 #8 BARS @ _ o 16" o.c. BOTH WAYS • 194' -2" OL N N 6' 193' -4" =1 I I I I II1 -11=1 11 =1 11 =1 11 =�_ 4" MUD SLAB w/ #4 1 -111 i �IIiI �I11IL- 1111 -I1 BARS @ 16" o.c. BOTH WAYS 67 DETAIL 67 S 1 3 NOTE- SEE ARCH'LS FOR 3/4" = V -0" WATERPROOFING AND INSULATING DETAILS SHADED AREA DENOTES POOL �— DEPRESSION AREAS PER PLAN GRADE 60 # 5 GRADE 60 # 8 BARS BARS @ 16" o.c. @ 4" o.c. FIRST 3' OF CANTILEVER O ; a 8" d d • • • ♦ • • a • 2 GRADE 60 # 8 11 SHADED AREA 4' -6" DENOTES POOL BARS @ 16" o.c. DEPRESSION 213'-6" AREAS PER PLAN PLAN Z a 8" TUBE STEEL 8 " U • 2" 212' -10' TRUSSES PER EO a a 8" GUNITE POOL PLAN 20 GAGE N ❑ oL 211' -10" 1.3C METAL 8" a a 4" GRADE 60 #8 DECK BARS @ 16" o.c7--,_L__ GRADE 60 # 5 �° 20 GAGE 2' -0" L 4x4x1/4 CONT. 1.3C METAL 5 9 D DECK \ WELDED TO S 13 CAR LIFT DRAIN IN WALL 3/4" = 1' -0" 2,I a EMBED PLATES. u J W> 245 BARS FRAMING PER 2" 8" PLAN 2" 2� GRADE 60 # 5 BARS @ 16" o.c. 7" 3' :-]M GRADE 60 # 6 BARS @ 16" o.q. GRADE 60 # 8� BARS @ 16" o.c. 7 2' 0 8" 0 GRADE 60 # 5 BARS @ 16" o.c. POOL • STORAGE TANK GRAVEL BACKFILL DRAINAGE SLAB • w/ # 4 BARS @ 16" o.c. EACH a a WAY GRADE 60 # 8 BARS @ 16" o.c.—a BOTH WAYS 6" 193' -4" OL 4" MUD SLAB w/ #4 BARS @ 16" o.c. BOTH WAYS 8" GUNITE POOL BY OTHERS TOP OF POOL WINDOW 14 GRADE 60 # 5 a / DOWELS @ 16" O.C. �/ 3' -0" 211' -10" 3.0 211' -10" OIL lip 2- #5 BARS CONT. TOP AND BOTTOM v 0 0 GRADE 60 # 5 BARS @ 16" o.c. • GRADE 60 # 6 BARS @ 16" o.c. 4' -3" 2, 8" lo GRADE 60 #6 DOWELS @ 16" o.c. 3 • • 3' -0" GRADE 60 #6 DOWELS @ 16" o.c. 3' -0" 1' -3" • • T -0" • 0 F � 2 • GRADE 60 # 8 BARS @ 16" o.c GRADE 60 # 5 BARS @ 16" o.c. SHADED AREA 4' -6" DENOTES POOL T -0" DEPRESSION 213'-6" AREAS PER PLAN PLAN Z a 8" a 212' -10" 8 " U • 2" 212' -10' a G EO a a 8" GUNITE POOL N ❑ oL 211' -10" 11 8" a a 4" GRADE 60 #8 DETAIL BARS @ 16" o.c7--,_L__ GRADE 60 # 5 �° 20 GAGE 2' -0" o 1.3C METAL 5 9 D DECK \ GRADE 60 # 6 BARS @ 16" o.c. • GRADE 60 # 5 BARS @ 16" o.c. GRADE 60 #6 • DOWELS @ 16" o.c. �0" 3' -0" • 4' -11 " 2' 8" GRADE 60 #8 DOWELS @ 16" o.c. 4' -6" 4' -6" T -0" T -0" L 4x4x1/4 CONT. WELDED TO EMBED PLATES. TUBE STEEL TRUSSES PER PLAN GRADE 60 # 5 BARS @ 16" o.c. IN GRADE 60# 6 BARS @ 16" o.c. GRADE 60 # 8 BARS @ 16" o.c. GRADE 60 # 5 BARS @ 16" o.c. GRAVEL BACKFILL TYPICAL 4" 1 4" 8" 1/2" DIA. ANCHOR BOLTS @ 36" o.c. 218' -0 3/3" 12" CONCRETE WALL BLOCK OUT AREA TO BE POURED WITH SLAB U ti 00 C\j LO v 2- #5 BARS PLAN Z CONT. TOP a L AND BOTTOM BALANCE OF FOUNDATION SECTION PER DETAIL 59/S13 D a G EO a a 8" GUNITE POOL W BY OTHERS N O ° 8" a a 4" 4" DETAIL Q > GRADE 60 # 5 �° 59D o BARS @ 16" o.c. 5 9 D Q O Q a S 13 CAR LIFT DRAIN IN WALL 3/4" = 1' -0" 2,I a + rL4x4xl/4 O • e CONT. SIM. TO EMBED EEL TRUSSES PER PLAN GRADE 60 #6 5' -0" DOWELS @ 16" o.c. 2 8" 4' -0" - 3' -0" GRADE 60 # 5 BARS @ 16" o.c. 2.. 205' -0" • 203' -10" 3" GRADE 60 # 6 • BARS @ 16" o.c. • • GRADE 60 #6 DOWELS @ 16" o.c. ' -0" F-0" /GRADE 60 # 8 / BARS @ 16" o.c. / • • / GRAVEL BACKFILL TYPICAL 2' 8" GRADE 60 #8 POOL DOWELS @ 16" o.c. 0 C STORAGE 4' -6" TANK DRAINAGE SLAB w/ # 4 BARS @ 16" o.c. EACH a WAY • GRADE 60 #8 BARS @ a 16" o.c. BOTH WAYS a 4 a ' 195' -6" a a IRV 4 e • a • • • • • GRADE 60 #8 BARS @ 16" o.c. BOTH WAYS • • 0 • • • • 19- • • N r6-6- DETAIL 66 A4 S 13 NOTE- SEE ARCH'LS FOR 3/4" = 1' -0" WATERPROOFING AND INSULATING DETAILS 4" MUD SLAB w/ BARS @ 16" o.c. = 111=111=11 - BOTH WAYS —I111_�1111=- 64 DETAIL 64 S13 NOTE- SEE ARCH'LS FOR WATERPROOFING AND INSULATING DETAILS FRAMING PER PLAN LEDGER PER PLAN 21814' 1T8" PLYWOOD 117 8" JOISTS STEEL PIPE 2 STANDARD O.D. 2.38" I.D. 2.07" CONSULT WITH QUALIFIED PLUMBERS AND PIPE FITTING PROFESSIONALS TO SATISFY THIS DRAIN DETAIL. 2" PVC SWEEP CONFIRM O.D. 2.38" WITH RUBBER COUPLING TO STEEL PIPE FRAMING PER 12" CONCRETE WALL BLOCK OUT AREA TO BE POURED WITH SLAB U ti 00 C\j LO v I I- I! 2" PVC DRAINAGE PIPE —III TO CLEAN OUT III =III -1 PLAN Z L BALANCE OF FOUNDATION SECTION PER DETAIL 59/S13 D EO W GRADE 60 # 6 N O � f BARS @ 16" o.c. PARTIAL DETAIL Q > W 59D o v 5 9 D Q O GRADE 60 # 5 S 13 CAR LIFT DRAIN IN WALL 3/4" = 1' -0" BARS @ 16" o.c. u J W> 245 BARS FRAMING PER CONT. PLAN GRADE 60 #6 #5 DOWELS @ 16" o.c. 1/2" DIA. ANCHOR DOWELS @ 16" o.c. DRILLED 6" INTO BOLTS @ 36" o.c. 3, 9„ EXISTING AND GROUTED w/ NON - SHRINK EOPXY LEAK -PROOF 209' T -0" GUTTER TO DRAIN • ON SOUTH GRADE 60 #5 DOWELS @ 16" o.c. 2' -6" T -0" GRADE 60 #6 DOWELS @ 16" o.c. 3' -0" T -0" GRADE 60 # 6 BARS @ 16" o.c. GRADE 60 # 5 BARS @ 16" o.c. GRADE 60 #6 DOWELS @ 16" o.c. T -0" 3' -0" GRADE 60 #5 DOWELS @ 16" o.c. T -0" 3' -0" GRADE 60 # 5 BARS @ 16" o.c. 1" 11 203' -9" 8„ 202' -9" GRADE 60 # 8 BARS @ 12" o.c. 33 PROVIDE WATERPROOF _. EMBED L 4x4x1/4 CONT. CONCRETE IN LID OVER AROUND OPENINGS w/ STORAGE AREA 1/2" DIA. x 5" H.A.S. @ 16" o.c. GRADE 60 #6 DOWELS @ 16" o.c. W 10x68 PER 3' -0" PLAN [4' _O" 195' -6" GRADE 60 #5 GRADE 60 # 5 DOWELS @ 16" o.c. _ DRILLED 6" INTO BARS @ 16" o.c. EXISTING FT-011 OIL 193' -5" W 12x65 PER PLAN 192' -1" iv OL GRADE 60 #10 BARS 195' -6" @ 16" o.c. BOTH M WAYS o • o • GRADE 60 #8 BARS N @ 16" o.c. BOTH • • WAYS 194' -2" 190' -1" OL TS 5x2x1/4 w/ TS 3x2x1/4 20 GAGE _ 1.3C METAL DECK f1 5S n W10x30 PER PLAN GRADE 60 #5 BARS @ 16" o.c. FOUNDATION WALL BEYOND OPENING Ono, nl- FLOW -FILL TYPICAL GRADE 60 #10 BARS @ 16" o.c. M 0 N J N W GRADE 60 #8 0Y DOWELS @ 16" o.c. a 3' -9" 3' -0" N GRADE 60 #5 —� /BARS @ 16" o.c. co GRADE 60 #5 LU LU DOWELS DRILLED L 6" INTO EXISTING a M 0 N 192' -3" � J ��- d Q 0 GRADE 60 #10 DOWELS @ 16" O.C. 5' -6" 7 3' -6" N N 6 193' -4" m 189' -3" OIL Bvw= i— III -11 111= 111 =1I I— III —III —I I -IIIW 4" MUD SLAB w/ #4 _ III = 111=111=111 BARS @ 16" o.c. 11111111111= 111111111111111 BOTH WAYS 3/4" = 1' -0" 59 DETAIL 59 S 13 NOTE- SEE ARCH'LS FOR 3 '-' = 1' -0" WATERPROOFING AND INSULATING DETAILS. S13 (OF 26 U ti 00 C\j LO v o 00 6 Z L D EO W .E N O � O Q > W S13 (OF 26 W v Z W D y W � O W o v co Q O J u J W> v J J S13 (OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAIF BY M Haeberle at 2:05 pm, Aug 21, 2013 CY, W fy W 2 O CID Q Cn ih N d' ;U - EO O = O U Q M Q oco J CID n / r� g U O 3 1) J Q W 3 i v oW 00 E O >- �j ca W J O X Cl) M W Z Cl) z 0 M Q W U) C) Q � �H N d' ;U - EO O = O U Q M Q oco J CID n z Z 0� Q wa Q Q ❑ LL W J a- ❑U) C? 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AF ii��111 W v Z W D y W � O J co � 0 � O 0 p O W� v J J S 14 <<oF 11 1 1 ., V • '� • • • '' • 11� • ••• 1 ♦���•• . AF ii��111 W v Z W D y W � O J co � 0 � O 0 p O W� v J J S 14 <<oF 11 W v Z W D y W � O J co � 0 � O 0 p O W� v J J S 14 <<oF 11 S 14 <<oF 11 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VAlL 0 By M Haeberle at 2:05 pm, Aug 21, 2013 x U N W � 0- M U :: ti 00 C1 Q J "t ()f W oo � W W m H = > L x Z < J O � E W0�0 zQ X c� CZ N x a. W U O Q > W OW U)00 U) W Q_"OW Ud I- UU � Ha CO (.C) m �U) Z J � U rn EL �x a o(L w o U N W U —I Q J o Wcfl 0 = W U 00LL� LU LU 00O 00LU O -jO �U �UQ JCS m U Z Q W W Z_ - W Q C a. "/�Z M 00 N 0 �N` Z v J LO a _O LJ LLI X d O U U o z O J N d X CD 0) N V— r J �a o a V LL N LL -- ¢] 00 CC) CO 0 n M n n W 1 W r C �p Q J cLLZ F- o � z Ll O Q CO VA W <CY) M O N 0 N W M O N J_ a. Q d7 S15 ;OF 26 U :: ti 00 .� N T- v oo O ~ d' L O E 'It 0 -0 .� O CZ N cc 0 0 � U Q > W S15 ;OF 26 W 1 � v Z W O S15 ;OF 26 W v Z W O y W cc O W � Q O p O � W W v J J S15 ;OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN of VAI A BY M Haeberle at 2:05 pm, Aug 21, 2013 11 4 J S11 TS 5x4x1/4 CONT. (LLH) 1 T -934" 20 GAGE 1.3 METAL DECK TS 5x4x1/4 1/4" TS 5x2x1/4 + + + + + li- ti ry 2„ N o 4' 2" 2.. ° +' + +! + + + TS 5x2x1/4 TS 5x4x1/4 CONT. (LL H) TYP. 1/4" 2'- 1178., 2� -5�8` 2'-5y8" 2'-5y8 6" 2" 3" 2" 4„ 1F 3x3x1/4 x 0' -4" WELDED TS 5x4x1/4 TO ADJOINING ° TRUSSES TYPICAL 90 SECTION 90 A2 A S16 FRAME NINETY ELEVATION 1/2" = 1' -0" 11 0Z< S11 W o a 0coo 4 TS 4x4x1/4 CONT. 8'- 105/8" L r W TS 4x4x1/4 20 GAGE 1.3 METAL DECK 217' -6 I � � + + + ° h == o S 4x3x1/4 3 d + ° TS 4x4 1 /4 CONT. 1 /4„ TY . °d a 2.. 2.. 3-1,-13/ 8 2'- 1178" 2'- 1178" 1'- 45,8" 2 8 -1 F 3x3x1/4 x 0' -4" WELDED TO ADJOINING SIM.O �i TRUSSES TYPICAL r8q-- SECTION 89 S 16 FRAME EIGHTY NINE ELEVATION 1/2" = 1' -0" 5.3" CONCRETE SLAB REINFORCED w/ #4 BARS @ 8" o.c. BOTH WAYS CENTERED. �1� U W LL F- Z QOM U)o U) C/)m L�w TS 5x2x1 /4 217' -6 3/4" d ;e4° 4 4 -038„ 2" SIM. O a 4 OIL CAR LIFT BY EMBED L 4x4x1/4 193' -4" GRADE 60 # 5 OIL OTHERS CONT. AROUND DOWELS @ 16" o.c. 4 16" o.c. BOTH WAYS OPENINGS w/ 1/2" DIA. x 5" H.A.S. @ 16" o.c. GRADE 60 #8 BARS @ 3' 3' 16" o.c. BOTH WAYS 20' -0" • N -0" -0" OIL 195' -6" 39 OL CAR LIFT CONNECTION 1/2" WEB STIFFENERS BOTH SIDES W 12x65 PER 1/2" WEB STIFFENERS @ 24" o.c. BACK SIDE OF BEAM BARS @ 16" o.c. 4 BOTH WAYS 1 1 CV o TYPICAL OF 5 PER BEAM OF WEB (10 TYPICAL) PLAN PER PLAN BENEATH WHEEL ASSEMBLY TRAVEL 5 �4 " OIL 194' -7" J 71-1 11 4 ' -0" 4 0 4 0 W • ° 22 W 12x26 PER PLAN BEYOND (2 TYP.) 2 45 BARS 22 J • • L 4x4x1/4 CONT. CONT. TOP . 4 a Q . 11 LEDGER WELDED AND BOTTOM 4" 4" lo TO EMBED PLATES 4 4" 4" GRADE 60 # 5 3" 3" 4" GRADE 60 # 5 3" 3„ n DOWELS @ 16" o.c. lo BARS @ 16" o.c. 3y2" GRADE 60 # 5 32' 4' -0" G °i lo ii i DOWELS @ 16" o.c. lo 4' -0" 2' -6" 2' -6" j • • • • 192' -3" 192'-l" a 11W D V [Jj a ° a d a GRADE 60 #10 4 aQ • • 4 245 BARS • • BARS @ 16" o.c. a a 4 Q 4 Q a° 4 4 4 Q a CONT. TOP BOTH WAYS a d d Qd ° 4 D4 d zi Q a Q 4 AND BOTTOM GRADE 60 #8 4 - Q Q- 4 Q' 4 d d O4 4 d a ° 4 4 BARS @ 16" o.C. a Q _ a - d' Q G d GRADE 60 #8 BOTH WAYS a 4 4 Q O 4 < Q 4 U • 4 d 4 4 DOWELS @ 16" o.c. 190' -1" 4 4 4 a Q Q </ a O a 3'- d e N N • • 4' -6" 189' -3" GRADE 60 # 5 I j= III =11I —I I l— III =1 11 =1 11 —I I I =1 11= BARS @ 16" o.c. - III =1 I I 4" MUD SLAB w/ #4 1— III =11111111111IIIII II BARS @ 16" o.c. I��III11111 =1� =_— GRADE 60 #8 BOTH WAYS l III = =111 =_III III =1 I I 2' 1' -8„ DOWELS @ 16" o.c. GRADE 60 # 8 � I =1I I —I III 11 =III= 13'_0" — DOWELS @ 16" - III -III 3' -0" O.C. 3' 3' -0" � ' 187' -1" PERMANENT • • • 17 MICRO -PILES TO REMAIN oe to GRADE 60 # 8 DOWELS @ 16" O.C. 4._6„ co 3' -0" cV N. 5.3" CONCRETE SLAB REINFORCED w/ #4 BARS @ 8" o.c. BOTH WAYS CENTERED. �1� U W LL F- Z QOM U)o U) C/)m L�w TS 5x2x1 /4 217' -6 3/4" d ;e4° 4 4 -038„ 2" SIM. O a 4 OIL ° U 193' -4" 20 GAGE 1.3C OIL METAL DECK r_ GRADE 60 #10 BARS @ • 4 16" o.c. BOTH WAYS TUBE STEEL GRADE 60 #8 BARS @ TRUSSES PER 16" o.c. BOTH WAYS 20' -0" • N a 15 dQ 39 OL CAR LIFT CONNECTION 1/2" WEB STIFFENERS BOTH SIDES W 12x65 PER 1/2" WEB STIFFENERS @ 24" o.c. BACK SIDE OF BEAM BARS @ 16" o.c. 4 BOTH WAYS 1 1 CV o TYPICAL OF 5 PER BEAM OF WEB (10 TYPICAL) PLAN PER PLAN BENEATH WHEEL ASSEMBLY TRAVEL 5 �4 " Q J 71-1 11 4 ' -0" 4 0 4 0 W /4,, ° 22 W 12x26 PER PLAN BEYOND (2 TYP.) 22 J J 4 a Q 4 3" 3" 4" 3" 3„ n i lo 3y2" 32' ii 33 °i lo ii i lo a 4 D a 4 4 a a 4- Q d Q �1 a [Jj a ° a d a 44 4 4 aQ 4 d, Q 4 a a d d a d 4 a d a a 4 Q 4 Q a° 4 4 4 Q a a d d Qd ° 4 D4 d zi Q a Q 4 4 - Q Q- 4 Q' 4 d d O4 4 d a ° 4 4 4 a Q _ a - d' Q G d 4 - Q D a 4 4 Q O 4 < Q 4 U 4 d 4 4 a D 4 Q p O d 4 4 4 a Q Q </ a O a a a d e 217' 0 CV 91 SECTION 91 S16 FRAME NINETY ONE ELEVATION 1/2" = 1' -0" 5' L 4x4x1/4 CONT. 5.3" CONCRETE SLAB A FRAMING PER 1 1/8" PLYWOOD LEDGER WELDED REINFORCED w/ #5 PLAN TO EMBED PLATES BARS @ 6" ox. BOTH 195' -3" 1 • U 193' -4" 20 GAGE 1.3C OIL METAL DECK r_ GRADE 60 #10 BARS @ • L 16" o.c. BOTH WAYS TUBE STEEL GRADE 60 #8 BARS @ TRUSSES PER 16" o.c. BOTH WAYS PLAN • N OIL 191' -4" 15 190' -6" 39 OL � 4" MUD SLAB w/ #4 BARS @ 16" o.c. BOTH WAYS 186' -11" 1 GRADE 60 #8 BARS @ 16" o.c. BOTH WAYS GRADE 60 #6 BARS @ 16" o.c. BOTH WAYS 184' 1 BARS @ . ox. BOTH WAYS m DETAIL 71 WAYS CENTERED. LEDGER PER 20 GAGE 1.3C PLAN 11 4" E METAL DECK 2- #5 BARS • CONT. TOP AND BOTTOM TUBE STEEL • • • TRUSSES PER GRADE 60 #5 PLAN DOWELS @ 16" o.c. T • ® 2,_ 3 6„ M 14 N S9 N • • GRADE 60 #8 DOWELS @ 16" o.c. # 5 DOWELS @ 16" o.c. _ _ _ AROUND EJECTOR = III =III =� -- — —= 3' 74--6- _T11111111111111111111111111111 —III 1' -0" I. IIIIIIII�IIII�IIII�IIII�IIII�III 3' -10" 3' -10" = III =,ii ��III l i �I II�VIII �IIII AS REQ'D ZL =1 _III —I V -8" GRADE 60 # 5 GRADE 60 # 8 BARS @ 16" o.c. # 5 BARS @ 16" o.c. DOWELS @ 16" AROUND SEWAGE O.C. EJECTOR 3,_GRADE 60 #8 GRADE 60 #8 BARS @ 3 0 DOWELS @ 16" ox. 16" o.c. BOTH WAYS 4' -6" PERMANENT MICRO -PILES TO / 3'4" GRADE 60 #6 BARS @ REMAIN 16" o.c. BOTH WAYS 187' -1 " • • N 186' -11 " 93 DETAIL 93 S 16 3/4" = 1' -0" 17' -11%" 11 �` S 11 (T.S4x4x3/8 CONT. — t �+ + + + + 4x4x1/4 + + + + + I TS 4x4x1/4 (1'-63/ 4x4 3/8 CONT. 1/4" 2'- 1034• ,� 1 8 2'- 1178, 2,_58„ 8 3 g 4" TS 4x4x1 /4 0 77 SECTION 77 S 16 FRAME SEVENTY SEVEN ELEVATION 1/2" = 1' -0" Q -. 2'-4" 7o DETAIL 70 1 182' -4" IV 4" MUD SLAB w/ #4 BARS @ 16" o.c. BOTH WAYS 19� RAFT SLAB PER PLAN X_ 218' 4" 4" + +1 TS 4x4x1/4 -5Y8" 2-434" 2, Y4., (D I „ 1,j)" All DETAIL 69 3/4" = 1' -0" M 0 N J M W M 0 N Q N W co <C14 O N J D_ co N W 0f a co 0 N J_ a d7 1 • U //n-/ 00 C\j LO ._ N r O O 6 r_ Z L a� D N d. o . N O O O n U � Q > O 1 • 1 W ♦���•�'- .iii /��1/ W v Z W D N W � O W o v CY) Q O Q J W W v J J Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TOWN OF VAC By M Haeberle at 2:05 pm, Aug 21, 2013 20 GAGE 1.3C METAL DECK w/ SLAB REINFORCED w/ GRADE 60 #5 BARS @ 6" o.c. BOTH WAYS A CENTERED 8" 8" 218' -6" SLOPING TO Af\ 218' -4" AT DRAINS 4" STONE 7.3" SLOPING TO 5.3" @ DRAINS • 217' -6 3/4" � r , 2' -0" 4' -10" 210' -8 3/4" SLOPING TO 210' -6 3/4" AT DRAINS 195' -2" OL 193' -4" C° + + TS TRUSSES PER PLAN TL 4x4x1/4 CLOSURE — ANGLE WELDED TO EMBED / A 2- #5 BARS CONT. TOP AND BOTTOM 10" SLAB SLOPING TO 8" THICK AT THE DRAINS REINFORCED w/ GRADE 60 #5 BARS @ 8" o.c. \ `c • GRAVEL BACKFILL TYPICAL GRADE 60 # 8 " BARS @ 16" o.c. GRADE 60 # 5 BARS @ 16" o.c. GRADE 60 # 8 BARS @ 16" o.c. + + GRADE 60 # 5 GRADE 60 # 5 BARS DOWELS @ 16" o.c. @ 6" o.c. BOTH 2 WAYS 3 O 3' -0" 1'_p" 1 8 III_ SIM. # 4 BARS @ 16" o.c. 4" 4" GRADE 60 #5 BARS @ 16" o.c. mum RAP GRADE 60 # 5 DOWELS @ 16" o.c. 3' -0" 8" 209' -10 3/4" GRADE 60 # 6 DOWELS @ 16" o.c. 3' -0 "I FLOW FILL TYPICAL GRADE 60 #8 DOWELS @ 16" o.c. 4' -0" 1 ' -0" 4 -GRADE 60 #6 BARS CONT. 111=111; ' I I I I -I I I II ILI III I �II I I 3' -6.. 78 DETAIL 78 1' -0" • 3- GRADE 60#6 "' GRADE 60 # 5 BARS TOP AND DOWELS @ 12" o.c. BOTTOM OF 12" Z-6" AS REQ'D. x 18" BEAM 8" N W • • • Of 4 -GRADE 60 #5 • • a DOWELS PER cn r I I PLAN • N `- 119 S17 GRADE 60 # 5 8 - GRADE 60 COLUMN TIES # 6 BARS @ 16" o.c. CONT. GRADE 60 # 5 COLUMN TIES @ 16" o.c. �1 -1i1 r, 19 DETAIL 119 i =III 2 r 6 61, 2 8 - GRADE 60 # 6 DOWELS 4' -0" 3'-0" 1'-4" SECTION 69/S16 FOOTING BEYOND PERMANENT MICRO -PILES TO REMAIN 8 - GRADE 60 # 6 BARS CONT. 6 -GRADE 60 #6 BARS EACH WAY BALANCE OF FOUNDATION SECTION PER 69/S16 GRADE 60 # 6 _ BARS @ 16" o.c. EMBED L 4x4x1/4 CONT. AROUND OPENINGS w/ 1/2" DIA. x 5" H.A.S. @ 16" o.c. CAR LIFT BY OTHERS 195' -6" 2 - # 5 BARS CONT. 194' -10" OIL • GRADE 60 # 5 DOWELS @ 16" o.c. DRILLED 6" �, 1,. 4" 4" INTO EXISTING Fz-111. GRADE 60 # 5 DOWELS @ 16" o.c. DRILLED 6" INTO EXISTING 192' -1 " iv • GRADE 60#10 BARS @ 16" o.c. o BOTH WAYS N GRADE 60 #8 BARS @ 16" o.c. BOTH WAYS - 1 189' -3" Co 'MUM 4" MUD SLAB w/ #4 BARS @ 16" o.c. - BOTH WAYS I 204' -0" GRADE 60 # 5 BARS @ 16" o.c. • 106 DETAIL 106 v v • FRAMING PER PLAN 1/4" DIAMOND PLATE w/ UNDERLAYMENT LEAK -PROOF 5 3/4" CONCRETE SLAB GUTTER TO DRAIN REINFORCED w/ #4 BARS @ 6" ON SOUTH o.c. BOTH WAYS CENTERED OIL 208' -7 3/4" SLOPING TO 208' -4 1/4" AT DOOR TS 5x2x1/4 CONT. PLUS TS 3x2x1/4 CONT. 11 W 10x49 SLOPING PER PLAN PLATE 1/2" x 5 3/4" CONT. w/ 5/8" DIA. x 4" H.A.S. @ 16" o.c. C 8 x 11.5 @ 24" o.c.. PER PLAN GRADE 60 #10 BARS @ 16" o.c. GRADE 60 # 5 BARS @ 16" o.c. EMBED L 4x4x1/4 GRADE 60 # 5 CONT. AROUND BARS @ 16" o.c. OPENINGS w/ 1/2" DIA. N r N -' x 5" H.A.S. @ 16" o.c. �00 CAR LIFT BY Z OTHERS OIL 195' -6" 2- #5BARS D CONT. 194' -10" EO • • GRADE 60 # 5 DOWELS W @ 16" o.c. DRILLED 6" 3,_1 . 4" 4" ol INTO EXISTING O 2' -11" O M GRADE 60 # 5 DOWELS Q > @ 16" o.c. DRILLED 6" INTO EXISTING v 192' -1" iv Q O • GRADE 60#10 BARS @ 16" o.c. o BOTH WAYS iv GRADE 60 #8 W> BARS @ 16" o.c. BOTH WAYS - OL 189' -3" C° I —MOM 4" MUD SLAB w/ #4 BARS @ 16" o.c. J BOTH WAYS LO co 1 8"J6" / STONE VENEER PER ARCH'LS w/ MASONRY ANCHORS EVERY 2.0 SQ. FT. �1/2" DIA. ANCHOR BOLTS @ 36" o.c. 212' -8" or 211' -2" jk 245 BARS �- - CONT. • c. • 20 GAGE 13C METAL DECK GRADE 60 #5 . BARS @ 16" o.c. GRADE 60 #6 BARS @ 16" o.c. 210' -6" or 212' -0" • @ 72/S17 SIM. I it • I GRADE 60 # 6 DOWELS @ 16" o.c. 245 BARS 3' -0" 10" 2 CONT. I =1I1 =111 =_ III - III - III —I I �- = III =III= III =III — 1" DIA. WEEP III - - III -I11 =III= 111 = 111 =1II- _ HOLES @ 12" o.c. IIII = III =III =11I- III - III =� � I I I I =1 11 =1 11 =1 11 =1 I I =1 I I IIII IIII IIII -I 11- . I_I -� -III �� IIII IIII IIII I _III IIII IIII IIII � IIII Ij _ITI -I� I1= 1I1= 111= 1I1 =1II _ _ I III -II I_ - I I =1 11 =1I 1 =1 11 =1 I I I I I I I I I I I I I I I I I- III -III 201' -0" II III =� III =III =, _ I1 =1I1 =1 � o GRADE 60 # 6 BARS @ 16" o.c. BOTH WAYS - DRILL 6" INTO FNDN. @ WALL FLOW - FILL BACKFILL • •I GRADE 60 # 10 DOWELS @ 16" o.c. • 5' -6" 3' -6" GRADE 60 # 8 DOWELS @ 16" o.c. • 3.9„ 3' -0" 19- • 72 DETAIL 72 S 17 3/4" = 1' -0" REMOVE TOP OF MICRO PILES AS REQ'D. 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WHEEL 11/2" PLATE 4' -9y4n 11/2'. WHEEL ASSEMBLY ASSEMBLY 195' -6" ch 1/2' WEB STIFFENER 77T i @ 4" o.c. BENEATH W 10x68 1/2" WEB STIFF NER WHEEL ASSEMBLY PER PLAN @ 24" o.c. BENEATH TRA,VEL WHEEL ASSEMBLY �{ TRAVEL 10�' 10y8" - 193' -5" =-A, -- - - - - -- W 12x65 ` -- PER PLAN RAFT SLAB PER PLAN AIL 192' -3" D Q 4 D ° � D a D as a a D 94 DETAIL 94 S20 3/4" = 1' -0" ,6 1 1/8" PLYWOOD w/ SELF - TAPPING 1/2" DIA. ANCHOR SCREWS @ 6" o.c. 8 4 BOLTS @ 24" o c oL 208' -3" PLYWOOD 6" JOISTS 11 C 6 x 13 @ 24" o.c. PER PLAN GRADE 60 # 8 BARS @ 16" ox. FRAMING PER PLAN @ DETAIL 87 SIM. 195' -3" GRADE 60 # 10 BARS @ 16" o.c. BOTH WAYS 193' -4" • • 0" is- E., -I Elk 208' -0 3/8" 207' -0 3/8" #5 BARS CONT. III= = 206'-0" GRADE 60 # 5 DOWELS @ 16" o.c. 8" T -0" GRADE 60 # 5 BARS @ 16" o.c. FLOW - FILL BACKFILL TYPICAL GRADE 60 # 8 DOWELS @ 16" ox 3' -6" 3' -0" GRADE 60 # 8 DOWELS @ 16" o.c. 4' -9" 3' -0" 3/4" = V -0" GRADE 60 # 5 COLUMN TIES @ 16" o.c. zo T GRADE 6 BARS S 2 I ' 6 BA 2 FACES FACES TYP. >E60 #6 @ 16" o.c. GRADE 60 # BARS @ 16" )E60 #5 @ 16" o.c. j o3 D ETAI L 103 S20 3/4" = 1' -0" 10 C GRADE 60 # 6 BARS @ 16" o.c. 5 - GRADE 60 # 6 BARS 2 FACES TYP. GRADE 60 # 5 COLUMN TIES @ 16" o.c. r, 02 DETAIL 102 V -0" 8" 4" 18' -0 3/8" ° FRAMING PER PLAN 1/2" DIA. ANCHOR BOLTS @ 36" o.c. 8" GUNITE POOL BY OTHERS ° d ° 1'-2"J4 5 -GRADE 60 #6 BARS CONT. a . ° a 2" IV 6 3 211' -10" + GRADE 60 # 8 \ BARS @ 16" o.c. 2' -0" 20 GAGE 1.3C METAL DECK 5 -GRADE 60 #6' DOWELS 3' -0" • 3' -9" GRADE 60 #5 COLUMN TIES @ 16" ox. 1 1/8" PLYWOOD w/ SELF - TAPPING SCREWS @ 6" o.c. 11 208' -3" 3" PLYWOOD 7" JOISTS 2" 1' -0" C 7 CONT. LEDGER PER PLAN WELDED TO EMBED PLATES bi I I' GRADE60 #5 BARS @ 16" o.c 8" 212' -10" LEDGER TYPICAL PER PLAN 21 - 103 TS TRUSSES S2O PER PLAN 118" PLYWOOD • 1178" JOISTS GRADE 60 # 5 W J BARS @ 16" o.c. D FRAMING PER - 5 -GRADE 60 #6 PLAN co GRADE 60 # 5 _ W COLUMN TIES - 0 O @ 16" o.c. 5 -GRADE 60 #6 2" 6' BARS CONT. 10 C GRADE 60 # 6 BARS @ 16" o.c. 5 - GRADE 60 # 6 BARS 2 FACES TYP. GRADE 60 # 5 COLUMN TIES @ 16" o.c. r, 02 DETAIL 102 V -0" 8" 4" 18' -0 3/8" ° FRAMING PER PLAN 1/2" DIA. ANCHOR BOLTS @ 36" o.c. 8" GUNITE POOL BY OTHERS ° d ° 1'-2"J4 5 -GRADE 60 #6 BARS CONT. a . ° a 2" IV 6 3 211' -10" + GRADE 60 # 8 \ BARS @ 16" o.c. 2' -0" 20 GAGE 1.3C METAL DECK 5 -GRADE 60 #6' DOWELS 3' -0" • 3' -9" GRADE 60 #5 COLUMN TIES @ 16" ox. 1 1/8" PLYWOOD w/ SELF - TAPPING SCREWS @ 6" o.c. 11 208' -3" 3" PLYWOOD 7" JOISTS 2" 1' -0" C 7 CONT. LEDGER PER PLAN WELDED TO EMBED PLATES bi I I' GRADE60 #5 BARS @ 16" o.c 8" 212' -10" 4' -10" TYPICAL n o0 C\j LO ■ co 103 TS TRUSSES S2O PER PLAN O • 8" 11 lo GRADE 60 # 5 W J BARS @ 16" o.c. D E 5 -GRADE 60 #6 N co BARS CONT. W 0 O ° GRADE 60 # 6 2" 6' 2' BARS @ 16" o.c. 5 -GRADE 60 #6 W O • N DOWELS @ 16" o.c. } GRADE60 #8 3' -9" DOWELS @ 16" o.c. 2 3' -0" 4' -10" 211 8" GRADE 60 # 5 BARS GRADE 60 # 6 @ 16" o.c. DOWELS @ 16" o.c. ° 3' -6" 205' -0" SL PING TO 3' -0" 204' -10" A DRAINS 2" -FEW FA • GRADE 60 #6 BARS @ 16" o.c. • GRADE 60 # 8 BARS @ 16" o.c. GRADE 60 # 5 BARS @ 16" o.c.— 2 8 GRAVEL 2 BACKFILL TYPICAL GRAVEL BACKFILL TYPICAL GRADE 60 # 8 DOWELS @ 16" o.c. GRADE 60 # 8 DOWELS @ 16" o.c. 3' -0" 3'-0.. 4' -0" le oil 3' -0" • % `.' IF,� OL 193' -4" - - 4" MUD SLAB w/ #4 BARS @ 16" o.c. BOTH WAYS r8j- DETAIL 81 S20 3/4" = 1' -0" 0 kA 218' -2" SLOPING TO 218' -0" AT DRAINS 20 GAGE 1.3C METAL DECK w/ SLAB REINFORCED w/ # 5 BARS @ 6" o.c. BOTH WAYS A F_ • 10" SLAB SLOPING TO 8" THICK AT THE DRAINS REINFORCED w/ GRADE 60 #5 BARS @ 8" o.c. 210' -8 3/4" SLOPING TO t 210' -6 3/4" AT DRAINS III VIII - -I j +llll�llllIII�l� - 210' -0" i _ 209' -10 GRADE 60 # 6 DOWELS @ 16" o.c. 3 3' -6" GRADE60 #6 DOWELS @ 16" o.c. 3' -9" 6" 3' -0" GRADE 60 # 8 BARS @ 16" o.c. FLOW -FILL TYPICAL n o0 C\j LO 4" STONE co 0 O 4" 8" 11 lo PER ARCH'LS W J D E ti N co . W 0 O ° a CO W O o N co } GRADE60 #8 Q DOWELS @ 16" o.c. 2 4' -0" r' J • 245 BARS CONT. TOP W a ° BARS CONT. M_ AND BOTTOM O GRADE 60# 8 8" GUNITE POOL BARS @ 16" o.c. J GRADE 60 # 5 a BY OTHERS ° O 195' -2" BARS @ 16" o.c. ° 4 GRADE 60 # 6 1100 BARS @ 16" o.c. a 4n 4.. GRADE 60 # 5 BARS ° a - - GRADE 60 # 6 @ 16" o.c. DOWELS @ 16" o.c. ° 3' -9" ° a ° 3,_0„ 212' -10" 2", ° ° GRADE 60 # 6 DOWELS @ 16" o.c. 63�4n • 3' -0" OL 211' -10" 3 " GRADE 60 # 6 + _ • DOWELS @ 16" o.c. GRADE 60 # 8 3 � BARS @ 16" o.c. Q 4' -6" / 20 GAGE 1.3 C • • 'n MFTAL DFCK ° 211 8" GRADE 60 # 5 BARS GRADE 60 # 6 @ 16" o.c. DOWELS @ 16" o.c. ° 3' -6" 205' -0" SL PING TO 3' -0" 204' -10" A DRAINS 2" -FEW FA • GRADE 60 #6 BARS @ 16" o.c. • GRADE 60 # 8 BARS @ 16" o.c. GRADE 60 # 5 BARS @ 16" o.c.— 2 8 GRAVEL 2 BACKFILL TYPICAL GRAVEL BACKFILL TYPICAL GRADE 60 # 8 DOWELS @ 16" o.c. GRADE 60 # 8 DOWELS @ 16" o.c. 3' -0" 3'-0.. 4' -0" le oil 3' -0" • % `.' IF,� OL 193' -4" - - 4" MUD SLAB w/ #4 BARS @ 16" o.c. BOTH WAYS r8j- DETAIL 81 S20 3/4" = 1' -0" 0 kA 218' -2" SLOPING TO 218' -0" AT DRAINS 20 GAGE 1.3C METAL DECK w/ SLAB REINFORCED w/ # 5 BARS @ 6" o.c. BOTH WAYS A F_ • 10" SLAB SLOPING TO 8" THICK AT THE DRAINS REINFORCED w/ GRADE 60 #5 BARS @ 8" o.c. 210' -8 3/4" SLOPING TO t 210' -6 3/4" AT DRAINS III VIII - -I j +llll�llllIII�l� - 210' -0" i _ 209' -10 GRADE 60 # 6 DOWELS @ 16" o.c. 3 3' -6" GRADE60 #6 DOWELS @ 16" o.c. 3' -9" 6" 3' -0" GRADE 60 # 8 BARS @ 16" o.c. FLOW -FILL TYPICAL n o0 C\j LO ._ co 0 O N W J D E ti N co . W 0 O � a CO W O o N co } GRADE60 #8 Q DOWELS @ 16" o.c. 2 4' -0" r' J W W W a 4 -GRADE 60 #6 BARS CONT. M_ O GRADE 60# 8 cV BARS @ 16" o.c. J a Q O 195' -2" 1' -4" 1._1 3' -6" S2Q ',OF 26 U n o0 C\j LO ._ N r O O 0 Z W D E ti N d. o . N O 0 O � Q > O S2Q ',OF 26 W v Z W D N W � O W o v co Q O Q J W W It v J J S2Q ',OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TO Q VA By M Haeberle at 1:52 pm, Aug 21, 2013 OIL 218' -6" F d d as a a I�al nnn- 4n" rzEMnw \4 11 S11 TS 4x4x1/4 CONT. 13' -238" 20 GAGE 1.3 METAL DECK 1/4" TYP. h= TS 4x3x1/4 3' 3' 3' 2" VA + + + TS 4f4):1/4 CONT. 1' -488" 2' -118 —2'-11 7�g, SECTION 133 133 S21 FRAME ELEVATION 8" GUNITE POOL BY OTHERS TOP OF POOL WINDOW PER PLAN 2 7/8" STONE VENEER PER ARCH'LS w/ MASONRY ANCHORS EVERY 2.0 SQ. FT. STAINLESS STEEL L 4x4x1/4 w/ STAINLESS 5/8" DIA. EPDXY ANCHORS @ 24" ox. GRADE 60 # 5 BARS @ 16" ox GRADE60 #6 DOWELS @ 16" o.c. 3' -0" 5-GRADE 60 # 6 BARS CONT. + TS 4x3x1/4 5% 105�8-1 1 1y2" %q SIM. O A3 H.A.S. 5/8" DIA. x 4" a- 16" ox. H.A.S. 5/8" DIA. x 4" @ 16" o.c. TYPICAL 5 GRADE 60 # 6 3'-6" DOWELS @ 16" o.c. 1' -6" 217' (5) W U Q w LL H Z QO0- 0 Uncnw CO Q�� II III 8" G TS 4x4x1/4 CONT. �— BY OTHERS n 00 C\J LO 20 GAGE 1.3 TYP. 1/4" DE 60 # 5 BAR METAL DECK 0 Z i q a) + + + + + ti N 3 �''= S 4x3x1/4 3' o 4 "'- ° a Q > TS 2 a 3 ° �'' �3 " ZL 8 GUNITE POOL PER PLAN d Q J + + + ° + + GRADE 60 # 5 --D--C- OTS 4x4x1/ CONT. 8 /4„ 3' 4�4„ 3,_133 34„ 3,_134„ 78„ a 4 4 H.A.S. 5/8" DIA. DOWELS @ 16" o.c. 8" G J NITE POOL �— BY OTHERS n 00 C\J LO GR DE 60 # 5 BAR @ 16" ox. 20 GAGE 1.31C METAL DECK W 12x50 BEYOND GRADE 60 #5 BARS @ 16" o.c. GRADE 60 # 6 BARS @ 16" ox. DETAIL 85 3/4" = 1' -0" FRAME 123 ELEVATION 1/2" = 1' -0" 218' -6" 218' -0 3/8" OL 2- #5 BARS © • CONT. TOP a AND BOTTOM D � • GRADE 60 # 6 BARS @ 16" ox. D. #6 DOWEL x GRADE 60 # 5 7' -0" @ 16" o.c. ° BARS @ 16" o.c. • a 8" GUNITE POOL d"4' BY OTHERS lo 4,. a a D GRADE 60 # 5 GRADE 60 # 5 DOWELS @ 16" o.c. a D BARS @ 16" o.c. v 3' -0�On D v D J O 212' -10" a D D n • • 63/4,. OIL 211' -10" GRADE 60 # 6 GRADE 60 # 8 DOWELS @ 16" ox. BARS @ 16" o.c. 3' -0" k1L W 1 4x53 PER i3.0" PLAN ° 1/2" BEA G PLATE GRADE60 #6 ° BARS @ 16" o.c. TS 6x6x1/4 PER PLAN 2', 6,, 4" 2" H.A.S. 5/8" DIA. • ♦ x 4" @ 16" o.c. TYPICAL #6 DOWEL x 7' -0" @ 16" o.c. 4 GRADE60 #5 BARS @ 16" o.c. III 111 =�— IG—II (HOR. CONT. — III =1�1= 11111 4 a THRU T.S.) 111111111111111111111 111111 111�lllllll111111 4 a GRADE 60 #5 _III— III= III =III= BARS @ 16" o.c. 1�ii�IITi11�IlTill 35 • • 203' -10" OIL H ih GRADE 60 # 8 GRADE 60 # 6 BARS @ 16" o.c. DOWELS @ 16" o.c. 0" GRADE 60 # 5 3' -0" BARS @ 16" o.c. • LGRADE 60 # 6 BARS @ 16" O.C. 2 8" 2' BALANCE OF FNDN. WALL PER SECTION 65/S14 113 DETAIL 113 H.A.S. 5/8" DIA. x 4" @ 8" o.c. STAGGERED 217' BOTH SIDES C a 4,3 a 4 ° 4 ° 8" GUNITE POOL BY OTHERS °4 1/2" EMBED PLATE w/ 4 - 5/8" DIA. x 4" H.A.S. ° (3 TYPICAL) \ 4 aq °q \ ✓____�___ TS 12x8x1/4 + CONT. 3 SIDES @ 211' -10" CANTILEVER W 14x53 PER PLAN A, B 218' -6" I - ° a d d ° a ° d a' d� 2" 2' 2, 8" GUNITE POOL BY OTHERS da FIELD COORDINATE N TOP OF POOL CONNECTION WITH NIJUVV POOL MANUFACTURER d 00 a 00 I I TS 12x8x1/4 I I - - CONT. 3 SIDES @ CANTILEVER I W 14x53 PER i 86 DETAIL 86 PLAN zi� C 1 • B n 00 C\J LO ._ oL 218' -6" N — 0 Z i q a) d TS 12x8x1/2 PER D ti N a PLAN 2 N O d 4 � ° a Q > TS 2 a • ° • • " ZL 8 GUNITE POOL PER PLAN d Q J ° BY OTHERS GRADE 60 # 5 --D--C- W a ° W d a 2'-6 4 H.A.S. 5/8" DIA. DOWELS @ 16" o.c. Fz6 GRADE 60 # 6 ° GRADE 60 # 6 H.A.S. 5/8" DIA. x x 4" @ 16" o.c. BARS @ 16" ox. d ° Q 4" @ 16" o.c. TYPICAL GRADE 60 # 6 3'-6" ° TYPICAL DOWELS @ 16" o.c. DOWELS @ 16" o.c. 6„ 8" 21 1. 6.. 5-GRADE GRADE 60 # 6 d ° TS 12x8x1/4 60 # 6 BARS BARS @ 16" ox. CONT. N D BEYOND BE Y� O� D ° 2011- 4 201' -0" TS 12x1 2 3 2 TI S x a 8° 1mo2' x 1� /4 r84- DETAIL 84 PER PLAN 85 BEYOND S21 d O Q d Q ° I 0 2 O O O O O O I I I O I O 0 I I I I 1x� I ` —`/�8 — --------- - - - - -- - - - - -- ---- -- -7 - - -------------- i I I I I I I I I i i I4 ' t- -r --- ------- - - - - -- 1 o ---- - - - - -- ----------------- - - - - -- - -- - - -- W 14x53 PER 20 GAGE 1.3 C W 14x53 PER PLAN METAL DECK PLAN 2 TS TRUSSES PER PLAN NOTCHED AROUND W 12X50 ° TS 12x12x3/8 PER ° PLAN NOTCHED TS 12x12x3/8 PER / AROUND W 12x50 PLAN NOTCHED AROUND W 12x50 o GRADE 60 # 5 BARS @ 16" o.c. 34 34 -1II —III 1 • U n 00 C\J LO ._ — N — 0 Z i �lilll11 a) 1 VI • D ti N d. O .� N O ^' W 0 O � O Q > • O • • • • • • Q O Q J M GRADE 60 # 5 --D--C- W W BARS @ 16" o.c. GRADE 60 # 5 2'-6 v DOWELS @ 16" o.c. Fz6 GRADE 60 # 6 GRADE 60 # 5 2' -6" GRADE 60 # 6 J BARS @ 16" ox. DOWELS @ 16" O.G. 2' -6" DOWELS @ 16" ox GRADE 60 # 6 3'-6" 3' -6" GRADE 60 # 6 �0" 3' -0" • DOWELS @ 16" o.c. DOWELS @ 16" o.c. 6„ 8" 21 1. 6.. 5-GRADE GRADE 60 # 6 60 # 6 BARS BARS @ 16" ox. CONT. • • 2011- 201' -0" r84- DETAIL 84 V -2" 4" 8„ 4„ 1._6.. 4' -0" S21 3/4" = V -0" GRADE 60 # 6 BARS — @ 0 8„ 11 6" + 218' -0 3/8" 212' -10" JA 211' -10" 1' -6" �4" 8" �4" 1' -2" 4' -0" 212' -10" H.A.S. 5/8" DIA. x 4" @ 16" ox. TYPICAL r J 01. -III —III- 1= — 3' -0" GRADE 60 # 6 DOWELS @ 16" o.c. GRADE 60 # 5 BARS @ 16" ox. 5 -GRADE 60 #6 BARS CONT. co W a M 0 N WE N W a M 0 N J a Q S21 ',OF 26 1 • U n 00 C\J LO ._ N r C.0 00 6 0 Z i a) D ti N d. 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N O 0 O .Cz O_ > e PR W v Z W D y W cc O J � Q 0 � O � p O W W v J J S22 (OF 26 e PR W v Z W D y W cc O J � Q 0 � O � p O W W v J J S22 (OF 26 Reviewed for Code Compliance 0 Code: 2012 International Residential Code (IRC) TO Q VA � � By M Haeberle at 1:52 pm, Aug 21, 2013 STONE VENEER PER 3- GRADE 60#5 ARCH'LS w/ MASONRY BARS CONT. TOP ANCHORS EVERY 2.0 AND BOTTOM - SQ. FT. I I EXTEND FULL M LENGTH OF WALL 209' -8" BOTTOM 2� L 4x4x1/4 CONT. w/ 5/8" DIA. EPDXY ANCHORS @ 24" o.c. OIL 2-F T- OL 203' -1�1I1 245 BARS CONT. TOP AND BOTTOM GRADE 60 # 4 DOWELS @ 16" ox. 81I " # 4 BARS @ 16" ox. 211 NV VIII 111=111 = 111=111= GRADE 60 # 5 2 4" 2 11 =III =III= III =III= BARS @ 16" o.c. 111=111=111=111 � � BOTH WAYS III ��IIII�IIII�III� b0 Cam, GRADE 60 # 4 STIRRUPS @ 16" ox. 0 v GRADE 60 # 4 12 BARS @ 16" o.c. 1/4 BOTH WAYS _III =III =1 - I =1I 1= 1I1 =1I I �I1= 1II -II1 CD GRADE 60 # 4 _llI= III =11 4" 4" DOWELS @ 16" o. Iljj�lllll 4" =1I I -I I I F0,1 2' -411 r I N • I■ • I I I • I■ • 6" .4" _ 8" X -1011 6-6" I I I I c =00 pl W10x30PER W10x19PER I 98 S23 I I 3/4" = V -0" M CONT. TOP AND • BOTTOM 207' -6" 6" .4" _ 8" X -1011 6-6" I I I I c =00 pl W10x30PER W10x19PER rg 8 DETAIL 98 S23 I I 3/4" = V -0" 2 - # 5 BARS CONT. TOP AND • BOTTOM 207' -6" W10x19PER 2 7/8" STONE VENEER PER ARCH'LS w/ PLAN MASONRY ANCHORS EVERY 2.0 SQ. FT. 7— 206' -0" .� # 4 DOWELS @ 16" o.c. 5 - # 4 BARS CONT. N ' ' 203' -0" 0 co 1' -611 811 411 411 2' -10" 118 DETAIL 118 S23 3/4" = 1' -0" 1 I\B � X11 � X11 UMP - -- I OP OF SLAB 4411 U I A CE SS" I 205' 0" o I I — I I I NK Q I � IAC SSI w I -- -- I x I x - - -- — I U M 4' -0' 4' -0" 3 W TRUSSES ABOVE 11 11 N ,C A 1 POOL TANK LID FRAMING PLAN 1/4" = 1' -0" 2i rB N 208'-6" Lo- -----,,GRADE 60 # 5 DOWELS @ 16" o.c. 2' 2' -6" �GRADE 60 #5 BARS @ 16" o.c. BOTH WAYS 5111111111111115 GRADE 60 #5 DOWELS @ _ 16" ox. 2' -6" 10" 201' -0" GRADE 60 # 5 BARS @ 16" o.c BOTH WAYS GRADE 60 # 5 GRADE 60 # 5 BAR AROUND BARS @ 16" ox. OPENING B W10x30PER PLAN BEYOND L 3x3x3/8 x 0' -8 1/4" A 1 �2 WELDED TO BOTH L 3x3x3/8 x 0' -8 1/4" MMBRS. WELDED TO BOTH MMBRS. 229' -10 1/8" 218' -0 3/8" L7 C , a ° 4 n 0 0 • 2" • 7" GRADE 60 #6 • BAR AROUND • • OPENING /GRADE 60 # 5 2' 6" / DOWELS @ 16" O.C. / W 6x16 PER % 3' -0" / PLAN / • • d' 20 GAGE 1.3C 24 811 METAL DECK POOL • STORAGE TAN DRAINAGE SLAB w/ # 4 BARS @ 16" o.c. EACH WAY 197' -4 "• • d ° a a - a a o a ° a ° a a ° 4 d O d Q a' • • a GRADE 60 #8 • BARS @ 16" o.c. • BOTH WAYS � 10" 194' -2" OIL OL 193' -4" 4" MUD SLAB w/ #4 C BARS @ 16" o.c. BOTH WAYS 2 ri8 DETAIL 108 N a C) r a, LEDGER PER LEDGER PER PLAN PLAN 110 SECTION 110 S23 1/2" = 1' -0" 1 GRA E60 #5 BAR AROUND OP€-NING— — : °GRAPE 60 #60 BAR ROUND INS o o ' 3' 3' -0" GRADE 60 # 6 DOWELS @ 16" o.c. GRA E60 #6 BAR @ 16" o.c. GRA E60 #8 BARS @ 16" O.C. � 3' -6" GRADE 60 # 5 BARS @ 16" o.c. GRADE 60 #8 DOWELS @ 16" o.c. 3' 0" GRADE 60 #8 DOWELS @ 16" o.c. 4' -0' a ° 3' -0" a4 0 SUMP a 'pyfl -� BASIN ° 195' -�" 3 IV 205' -0" 203' -10" I I I I c =00 pl W10x30PER W10x19PER W10x19PER I I PLAN I I I I • LVL JOISTS PER • W10x19PER PLAN w/ "BA" PLAN HANGERS WELDED i I W 10 x 30 PER I i PLAN BEYOND I 1/2" WEB PER PLAN STIFFNERS BOTH 16" o.c. BOTH WAYS ° SIDES OF WEB TYP. 4 ° I W 8 x 35 COLUMN 212' -10" PER PLAN CV 0 W 8 x 35 COLUMN 13 PER PLAN GRADE 60 #6 BARS @ M M • • • • • • 0 GRADE 60 #5 81�j 11 11' -25 811 • �/ • • LVL 1 3/4 x 11 7/8 • • • • 39 JOISTS PER PLAN 39 4 8h' 4 "MIU" HANGERS 40 TYP. 40 -1 M - L- 218' -0 3/8" L7 C , a ° 4 n 0 0 • 2" • 7" GRADE 60 #6 • BAR AROUND • • OPENING /GRADE 60 # 5 2' 6" / DOWELS @ 16" O.C. / W 6x16 PER % 3' -0" / PLAN / • • d' 20 GAGE 1.3C 24 811 METAL DECK POOL • STORAGE TAN DRAINAGE SLAB w/ # 4 BARS @ 16" o.c. EACH WAY 197' -4 "• • d ° a a - a a o a ° a ° a a ° 4 d O d Q a' • • a GRADE 60 #8 • BARS @ 16" o.c. • BOTH WAYS � 10" 194' -2" OIL OL 193' -4" 4" MUD SLAB w/ #4 C BARS @ 16" o.c. BOTH WAYS 2 ri8 DETAIL 108 N a C) r a, LEDGER PER LEDGER PER PLAN PLAN 110 SECTION 110 S23 1/2" = 1' -0" 1 GRA E60 #5 BAR AROUND OP€-NING— — : °GRAPE 60 #60 BAR ROUND INS o o ' 3' 3' -0" GRADE 60 # 6 DOWELS @ 16" o.c. GRA E60 #6 BAR @ 16" o.c. GRA E60 #8 BARS @ 16" O.C. � 3' -6" GRADE 60 # 5 BARS @ 16" o.c. GRADE 60 #8 DOWELS @ 16" o.c. 3' 0" GRADE 60 #8 DOWELS @ 16" o.c. 4' -0' a ° 3' -0" a4 0 SUMP a 'pyfl -� BASIN ° 195' -�" 3 IV 205' -0" 203' -10" GRADE 60 #5 BARS @ 16" o.c. 229' -10 1/8" GRADE 60 #8 BARS @ 16" ox. GRADE 60 #5 BARS @ 16" ox. 10" • • GRADE 60 # 6 DOWELS @ 16" o.c. 5' -0" 5' -0" il I I I I c =00 pl W10x30PER W10x19PER W10x19PER I I PLAN PLAN PLAN I I • LVL JOISTS PER • W 8 x 35 COLUMN PLAN w/ "BA" PER PLAN HANGERS WELDED i I TO STEEL BEAM I i W 8 x 35 COLUMN I = PER PLAN GRADE 60 #5 BARS @ 16" o.c. 229' -10 1/8" GRADE 60 #8 BARS @ 16" ox. GRADE 60 #5 BARS @ 16" ox. 10" • • GRADE 60 # 6 DOWELS @ 16" o.c. 5' -0" 5' -0" il • GRADE 60 # 6 DOWELS @ 16" o.c. BOTH WAYS V -8" 3' -0" r'I 'V 3'-6' 8" . 8' -311 1y8" PLYWOOD 117/8" JOISTS • • • 211 2' -0" • • • SE -1 SEWAGE 0 c� 184' -0" • ,v • • r105 DETAIL 105 A S23 3/4" 1/2" PLYWOOD 5' -6" 1 %" PLYWOOD 5%2" JOISTS GRADE60 #8 BARS @ 16" o.c. GRADE 60 #5 BARS @ 16" o.c. BLANCE OF FNDN. WALL PER SECTION 67/S13 �MING PER N VL 1 3/4 x 11 7/8 PLAN 2 - # 5 BARS CONT. r2 DETAIL 112 S23 3/4" = 1' -0" 7 13/0" 182' -6" 2 7/8" STONE VENEER w/ MASONRY ANCHORS EVERY 2.0 SQ. FT. 209' -6" GRADE 60 #5 BARS @ 16" o.c. GRADE 60 # 5 DOWELS @ 16" o.c. 3' -6" 10" T -911 • W • 1011 I o ° 2 16" o.c. BOTH WAYS ° 4 ° I 212' -10" CV 0 13 GRADE 60 #6 BARS @ M M • • • • • • GRADE 60 #5 • CO • • • • • • • DOWELS @ 16" o.c. I I 211' -10" M M Co 2 3' -0" 11 1' -4" 4" 4" MUD SLAB w/ #4 _ 12'-11/4" 4"L4"[ _ - - • 3'-0" r117 DETAIL 117 N BARS @ 16" o.c. G BARS 1 16 "� c. ' I ' I D DOWELS .. � � BOTH WAYS B ' 2 LVL JOISTS PER PLAN Z) 20 GAG ' S23 ' rn # 5 DOWELS @ 16" o.c. 1 1.3C METAL r w/ "MIU" HANGERS ON • 3 3/4" = 1' -011 g DECK • LEDGER PER PLAN 3' -0" 218' -6" ------------ - - - - - -- J J- G i 39 40 W 3' -0" 31 -011 - oL - - - - -- ---- - ° 218' -0 3/8" 218' -3 ", 21 ' -0 3/8" = I AS REQ'D W � 00 W 12x50 PER 2 211 8 218' -3" 2- #5 BARS 811 2 ° ° 2" a • PLAN O • • G GRADE 60 #6 M CONT. TOP # 5 BARS @ 16" o.c. S SIM. 2 D o ° a 1 1 1 - ° L J --°I LS a� - - AROUND SEWAGE O AND BOTTOM ° O 41 TS TRUSSES PER J 411 J � a a lo ol AROUND W 12X50 3 8" GUNITE ° SECTION 111 POOL co GRADE # 6 111 OTHERS � BARS @ 16" o.c. 1 211'_g�� B S23 v2" = 1' -0" ° BARS @DOOR � � GRADE 60 # 5 OPENING -PROJECT a ' ' ' M BARS @ 16" o.c. NOTE- FIELD COORDINATE PLUMBING, SEWER, ELECTRICAL LINES MIN. 4' -0" PAST BOTH M a 2- #5 BARS CONT. G GRADE 60 #5 BARS S WITH -IN SLAB. SLEEVES OR LINES TO BE PLACED BETWEEN ° • T TOP AND BOTTOM @ @ 16" o.c. R REINFORCEMENT MATTS FOR HORIZONTAL TRANSMISSION. REINFORCE SIDES OF GRADE 60 # 5 DOOR IN SIMILAR o ° a GRADE 60#6 OIL 187'-l" • • FASHION. N 186' -11" BARS @ 16" o.c. 4" J DOWELS @ 16" o.c. • GRADE 60 # 6 DOWELS @ 16" o.c. BOTH WAYS V -8" 3' -0" r'I 'V 3'-6' 8" . 8' -311 1y8" PLYWOOD 117/8" JOISTS • • • 211 2' -0" • • • SE -1 SEWAGE 0 c� 184' -0" • ,v • • r105 DETAIL 105 A S23 3/4" 1/2" PLYWOOD 5' -6" 1 %" PLYWOOD 5%2" JOISTS GRADE60 #8 BARS @ 16" o.c. GRADE 60 #5 BARS @ 16" o.c. BLANCE OF FNDN. WALL PER SECTION 67/S13 �MING PER N VL 1 3/4 x 11 7/8 PLAN 2 - # 5 BARS CONT. r2 DETAIL 112 S23 3/4" = 1' -0" 7 13/0" 182' -6" 2 7/8" STONE VENEER w/ MASONRY ANCHORS EVERY 2.0 SQ. FT. 209' -6" GRADE 60 #5 BARS @ 16" o.c. GRADE 60 # 5 DOWELS @ 16" o.c. 3' -6" 10" ® I 205' 6" BARS CON Ak 0 1 3- GRADE60# 5 BARS CONT. 6" 4" 8" 411 611 GRADE 60 # 5 BARS @ 16" o.c. 2' -4" r4 DETAIL 104 201' -0" • 0 • • • • GRADE 60 1' -6" 4" 8" 4" V -2" # 6 BARS 4' -0" @ 16" o.c. 107 DETAIL 107 1' -0" U n 00 ._ N r C.0 00 0 It It i ti d. O . N O 0 0 -0 U C3 Q > • 11 W v Z W D N W � O W o Q v co O J Q W W v J J S23 ',OF 26 T -911 GRADE 60 #8 BARS @ ° 2 16" o.c. BOTH WAYS ° 4 ° a 212' -10" CV GRADE 60 #6 BARS @ M M • • • • • • 16" o.c. BOTH WAYS C CO • • • • • • • 211' -10" M M Co 2 4" MUD SLAB w/ #4 _ GRADE 6 _ _ _ _ - - • • G GRADE 60 #5 N N BARS @ 16" o.c. G BARS 1 16 "� c. ' ' I D DOWELS .. � � BOTH WAYS B ' 2 2' -6" Z Z) 20 GAG ' ' rn # 5 DOWELS @ 16" o.c. 1 1.3C METAL r • 3 N AROUND SEWAGE EJECTOR D DECK • 3' -0" 11 -- �' -0" o ------------ - - - - - -- J J- G GRADE 60 # 5 W W 3' -0" 31 -011 - - -------- - - - - - -- ---- - - - - - -J B AS REQ'D W W 12x50 PER 2 211 8 811 2 2" a a PLAN O • • G GRADE 60 #6 M M # 5 BARS @ 16" o.c. S SIM. 2 D DOWELS @ 16" ox. AROUND SEWAGE O O EJECTOR 3 TS TRUSSES PER J 3' -011 N J PLAN NOTCHED AROUND W 12X50 3 3' -0" co 3 -GRADE 60 #6 211'_g�� B BARS @DOOR � � OPENING -PROJECT a ' ' ' M MIN. 4' -0" PAST BOTH M a 2- #5 BARS CONT. G GRADE 60 #5 BARS S SIDES OF THE DOOR. • T TOP AND BOTTOM @ @ 16" o.c. R REINFORCE SIDES OF DOOR IN SIMILAR o o FASHION. N N 411 4 4" J J Q_ Q cY) N 205' -0" W 211 W Il =_ = -- 1I I- I 7" a a 1111111111111111111 3 III -= =1 I 1 =� 203-10_ M M 3,1 I II1 =1II -III III- • I • j j I I1= I11 =1_ — _ - T 0 3 I I 1 , 3 -011 BARS @ 16" o.c. I III , #4 BARS @ 16" o.c. G ,III= a • G GRADE 60 # 5 2 2' -6" D DOWELS @ 16" ox. Q Q DOWELS @ 16" o.c. • G GRADE 60 # 5 3' -6" G BARS @ 16" o.c. GRADE60 #6 B 2 811 6 6 ® ® DOWELS @ 16" O.C. o 1' -6" 5 ol 205' 6" BARS CON Ak 0 1 3- GRADE60# 5 BARS CONT. 6" 4" 8" 411 611 GRADE 60 # 5 BARS @ 16" o.c. 2' -4" r4 DETAIL 104 201' -0" • 0 • • • • GRADE 60 1' -6" 4" 8" 4" V -2" # 6 BARS 4' -0" @ 16" o.c. 107 DETAIL 107 1' -0" U n 00 ._ N r C.0 00 0 It It i ti d. O . N O 0 0 -0 U C3 Q > • 11 W v Z W D N W � O W o Q v co O J Q W W v J J S23 ',OF 26 • 11 W v Z W D N W � O W o Q v co O J Q W W v J J S23 ',OF 26 S23 ',OF 26 Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) TOWN OF VA I I BY M Haeberle at 1:51 pm, Aug 21, 2013 126 ELEVATION 126 S24 1/4" = 1' -0" CREEK SET BACK LINE / PROPERTY LINE TYPICAL, 208'-9" I II. ■ 19� 19 U 0 N .. • .., , ..,. NAP a NIM =F—om Ell II HONE =F—mm H W INVE D F7 ti N MEN 0 C? NONE O O n U 0 CV � _ O O O O o O O O O O O O NONE ..... Q J 0 0 O O . . . • O O O O 0 O 0 0 O O 0 O 0 O 0 O O O O 2'_q" w 0 O J O O O O 2' -434. v O o O 0 Oo 0 C O 0 O 0 O O 0 0 25'-03//4 O 0 ,. O g 0 O 0 O 0 O 0 O 0 O O 0 0 O 0 O 0 O O O O 0 0 0 0 O O O O O O 3' -0" 0 0 0 0 0 0 T -O" 0 (V ACV • # 5 BARS 126 ELEVATION 126 S24 1/4" = 1' -0" CREEK SET BACK LINE / PROPERTY LINE TYPICAL, 208'-9" I II. ■ 19� 19 INTERIOR WALL REINFORCEMENT BEYOND ELEVATION 127 1/4" = 1' -0" ■ I II # 4 COLUMN TIES @ 16" o.c. 6 - # 10 BARS CONT. TOP AND BOTTOM # 10 BARS @ 4" o.c. ■ U I&IMWM .. • .., , ..,. NAP a NIM =F—om Ell II HONE =F—mm H W INVE D F7 ti N MEN 0 C? NONE O O n U 0 CV � _ O No N o 0 . . . . . NONE ..... Q J . . . . • 0 W INTERIOR WALL REINFORCEMENT BEYOND ELEVATION 127 1/4" = 1' -0" ■ I II # 4 COLUMN TIES @ 16" o.c. 6 - # 10 BARS CONT. TOP AND BOTTOM # 10 BARS @ 4" o.c. ■ # 6 BARS @ 8" DIA. SUB 'DRAIN 16" o.c. IN SEE C1.1 8" DIA. STORM 6R IN IN SEE C2.- # 4 COLUMN TIES @ 16" o.c / PATI 0 PATIO 2Y 13' -9" I \ BOTTOM OF SPA SLAP 208' -9" i --- - - - - -- DETENTION VAULT FOUNDATION PLAN • SHADED AREAS DENOTE HOLES IN FOUNDATION WALLS. 1/4" = 1' -0" WATER DETENTION VAULT PATH TO CREEK ■ 3 - # 6 DOWELS _-0„ T -0" ® 3 - #6 BARS@ EACH COLUMN 1' -6" 131 DETAIL 131 S24 3/4" = 1' -0" 0 CV U n 00 17' -88" NAP a NIM • v • le • • W # 6 BARS @ 8" DIA. SUB 'DRAIN 16" o.c. IN SEE C1.1 8" DIA. STORM 6R IN IN SEE C2.- # 4 COLUMN TIES @ 16" o.c / PATI 0 PATIO 2Y 13' -9" I \ BOTTOM OF SPA SLAP 208' -9" i --- - - - - -- DETENTION VAULT FOUNDATION PLAN • SHADED AREAS DENOTE HOLES IN FOUNDATION WALLS. 1/4" = 1' -0" WATER DETENTION VAULT PATH TO CREEK ■ 3 - # 6 DOWELS _-0„ T -0" ® 3 - #6 BARS@ EACH COLUMN 1' -6" 131 DETAIL 131 S24 3/4" = 1' -0" 0 CV U n 00 17' -88" 00 O • 3 • le • • W INVE D F7 ti N d. O 0 C? O O n U 0 CV O � 12s ELEVATIO S24 Iqlaw N 128 I 1 I / II i 1/4" = 1' -0" # 4 COLUMN TIES @ 16" O.C. 1 2" CLEAR 3 - # 6 CONT. 4r- 202'-0" 1'- 1058" 19 o- 194'-0" V -6" w U CV 2" CLEAR CJ w Cl • w Q w J U (V DETAIL 132 3/4" = V -0" # 6 DOWELS @ 16" o.c. 3' -0" 5' -0" /204'-0" V / 5' -0" # 5 DOWELS @ 8" o.c. 3' -0" DETAIL 125 3/4" = 1' -0" 202 -0 # 6 DOWELS @ 16" o.c. 5' -0" 3' -0" 196' -0" 194'-0" U n 00 00 O • • le • • W D F7 ti N d. O C? O O n U z O � Q > O W N o v . . . . . Q O ..... Q J . . . . • 0 W W w v J J # 10 BARS # 6 DOWELS J UP # 6 DOWELS # 6 DOWELS @ U @ 4" o.c. @ 16" o.c. @ 16" o.c. "IN BETWEEN" N • • �-0" 1' -2" 3'_011 3' -0" T -O" ACV • # 5 BARS @ 8" o.c. 3 - # 6 @ EACH • 1' -0" • 2" # 6 BARS COLUMN w/ # 6 @ 16" o.c. "IN BETWEEN" Q # 6 BARS • • • • @ 16" o.c. cj 3" DIA. HOLES TYP. • 1' -4,. _834., 1,_6„ _87 8„ 1. 4.. UIP # 5 DOWELS # 6 BARS # 6 DOWELS # 10 BARS # 6 DOWELS 8" o.c. 16" o.c. 3" o.c. L ' " 5' -0" Q LT-011 ' " W 0" T -0-' v o ti N • • • • • • • • • • • • 7- / 5' -0" # 5 DOWELS @ 8" o.c. 3' -0" DETAIL 125 3/4" = 1' -0" 202 -0 # 6 DOWELS @ 16" o.c. 5' -0" 3' -0" 196' -0" 194'-0" U n 00 00 O It It Z i W D ti N d. O W O O n U z O Q > O W 0 v Z W v Z W D N W z O W o v CY) Q O Q J 0 0 W W v J J