Loading...
HomeMy WebLinkAboutB08-0103 plansA 1W %A A a A103 N Bri' Freeze-proof �go Fumiture _Ajq_ 1 - hose bib 10 8' x48 r;T ht Ev Storage 4^0 ver reen . ....... . Ex ten d Vent G ra v el Vertical l 6 t — xt E .......... .......... Area ti EE .M ... ... .. .. . . ... .. xT J 3 A J Extend Vent Vertically er kX • t X" I �60" 1 Evergreen Premium Grave Walk vergree 0 ,.---,, Rocks Compa'n y, Clear 01, 4V 'K, 7" • 'Path Light (typ,.) I x 54 ' x 36" 6fend Vent'- - • % Evergreen ;toneln(., Extend. Vent Verticall Vertically r weight--. et Rose 1402 N M 54" Ev �,,�: s _ fi 4 Short Grass Speaker Roc { , , • ...... .... . ... ........... ... ... ... ..... .. ... ...... ... ... ... ....... ............... ... .................... ... ......... ......... . Too ... ............. . ... ... .. . . ......... .. s f - 48" 2Topo--- Ed f . - o Ed ge Berm X , 1 Topo 'Edge of Berm - 2 Topo V ht Ps #1410 A V .. ... ... ... ........... . ­ . ... .. .. ... .. ... ...... Existing Location of Make -U p Air Handler 'VerR 1 k 48 Gravel 1 5 Area ergr X W Evergreen 4' Proposed Drain F A' Pr2 V V A y A Area L B B �A103 Replica Trees as supplied by Structural Plantscape Inc Commercial Silk Int'l Tbl T Imitation Rocks as supplied by Heated 7 Dekkora Products LLC. Walkway stem Speaker Rocks as supplied by layout G TIC Corporation. L ent X I X M � Existing Exhaust Fan See Drawings and Specifications by Builiding Consultants & Engineers, Inc. for Base Plate and Screen Wall Dimensioned Locations, Provide 4 overflow scuppers per BCE specifications. Run through parapet wall, discharge to deck. Field coordinate location. X Extend V( Vertically .......... . X -St �pstone Inc. - 'Ever ee Solid Pav(!r He ted Sunset Rose #140 remium V "Na all Gravel Area: Glass Rocks Co., Clear' C Proposed Drain .... . ...... . E I ,EF 3BQ R INICVV Heated Roof with Premium / gravel Glass Rocks Co, Black a M_ &TP —0MO Shaft to Roof .......... 2 P R 0 j E C T : ARIINJAN D B Y CGM D A T E : Building Permit Set AA 11 AA vn �.. L 2, act "J P R 0 j E C T : ARIINJAN D B Y CGM D A T E : Building Permit Set AA 11 AA act C" _j ss act *"*C* 9C.2 lot-- P R 0 j E C T : ARIINJAN D B Y CGM D A T E : Building Permit Set AA 11 AA Ilk" 0 EXIT STAIRWAY 0 N F&A w OPEN 0 0 SCREEN WALL H x 0 IX 46' COMMON 0 10 1�a UNITS 4D & 5D COMBINED HEATED AREAS 3,596 SQ. FT. (INCLUDES HOT TUB ROOM) alp OCCUPANCY TYPE: R-2 200 SQ. FT. / OCCUPANT C. LOAD =18 0 UNI D & 5D HAVE EGRESS ON THE 4TH D 5TH LEVELS EXISTING PAVER ARE 14 SQ. FT. PROPOS S IQ FT. ED PAVER 8-11, r 1. OCCUPANCY TYPE: R-2 200 SQ. FT. / OCCUPANT OCC. LOAD = 7 Ai CONSTRUCTION TYPE: IB FE A I 11 0 C M I �VEL 11 ti 11 M KA 11 1 " ; atowul, T T U R 293 SQ. FT. A kWi I "I �CQ T-k(P E A 2 EXIT # ELEVATOR SH uo M =.W LLJ en Oct 2= c> Uj MCC P R 0 J E C T ARTINIAN D BY CGM D A T E : Building Permit Set 04.11.08 REV ISIONS: IONS: A1BLDG. DEPT. REVIEW 05.19.08 EGRESS PLAN GARDEN TERRACE < I=_ 011�37AWS%T49 Coll Cps c =.W LLJ en Oct 2= c> Uj MCC P R 0 J E C T ARTINIAN D BY CGM D A T E : Building Permit Set 04.11.08 REV ISIONS: IONS: A1BLDG. DEPT. REVIEW 05.19.08 EGRESS PLAN GARDEN TERRACE < I=_ 011�37AWS%T49 1 3 M M 1 • Love eat oo.1 x • a 2- 22' a le with 2-. A I • C All fur as supplied b P. Furniture & Design 11. 0 Ci • L 7 M Dining Table 5 " x 108 10 Shni Chairs 25.5" x 30 1 1 ------------------------ r �'3 ;--i t C) • 11 -22 11 1i M I M Eo LL- e R Cr Ln Cp r-, L4J P R 0 j E C T : ARTINIAN D B Y (GM D A T E : Building Permit Set 04.11.08 R E V I S I O N S : A BLDG. DEFT. REVIEW 05.19.08 FURNITURE PLAN PLAN GARDEN TERRACE M will L-Li 9= Oct C5 P R 0 j E C T : ARTINIAN D B Y (GM D A T E : Building Permit Set 04.11.08 R E V I S I O N S : A BLDG. DEFT. REVIEW 05.19.08 FURNITURE PLAN PLAN GARDEN TERRACE M will Water Feature with Auto Fffl i -- Screen Wall bpvnnd - "2 X" Wrapped Copper to Cont Copper/ Water Formed Coppei With Protrudin,- Joints Typical Water Handling Sculptural Wat( Equipment Sound Feature Copper Pan 7 , X , 21 A ,-- Detail 0 A102 Waterfall Side Elevation 1/2"4 7 1 -0 11 Wooden Plank Bridge over Water Feature 4' timber Plank A i // 7;-77, =w FT'/ f 71 7 7 77 7 7 177 7 7 A 4 A. A Elevation , M. A102 Detail M 1/2'- - Detail N A102 Waterfall Elevation 1/2"==1 P R 0 j E C T: ARTINIAN DRAWN B Y (GM D A T E : Building Permit Set 04.11.08 R E V I S I O N S : A BLDG. DEPT. REVIEW 05.19.08 WATER FEATURE PLAN M I "M H raj W.141 M1 LZ LAJ en 7d= Ce. O ct <5 L Qa LAJ I- Cr, f C> C► Qf. 00 CN CC- LU L.0 P R 0 j E C T: ARTINIAN DRAWN B Y (GM D A T E : Building Permit Set 04.11.08 R E V I S I O N S : A BLDG. DEPT. REVIEW 05.19.08 WATER FEATURE PLAN M I "M H raj W.141 M1 LAJ en 7d= Ce. O ct <5 L C> C► Qf. 00 P R 0 j E C T: ARTINIAN DRAWN B Y (GM D A T E : Building Permit Set 04.11.08 R E V I S I O N S : A BLDG. DEPT. REVIEW 05.19.08 WATER FEATURE PLAN M I "M H raj W.141 M1 Relocated Fan Vent Hood as Required Copper East Elevation C W CIO <q Replace Existing Mechanical Vent Hoods with Copper Type. Trellis Top of Dbl T 162'-3" Trellis to be coverd with copper shade panels as manufactured by Parasoleff. See Structural drawings for all connections and final member sizes. Note: This Trellis is to be considered a permanent structural installation. A BBQ Trellis Detail lm� 3/8"-1t-O" Note: See BC&E drawings for Screen Wall Structural Members, Details and Specifications. Certainteed Hardi Material Horizontals with 2" Airspace Attached to vertical Hat Channel - DETAIL A A103) Screen Wall Detail 3/4 New Fl 60# Asl Steel Frame Screen Wall Concstuction per BC&E Drawings 2-2x4 t Vertical @48" o. See BC&E Drawings for Base Plate Connection Details 1x4 Cei With 2' cc ca Door to Z r Elevator () Dacor 36" wide Outdoor Grill 0 rp -North Elevation C Top of Structure beyond 166'-l" BBQ Trellis Detail Top of Concrete 'T 154' - 91/2" U". DW% %-Vit"UU: LJVUUX I rB --- "' �Alffl .11 --- West Elevation C A103) BBQ Trellis Detail Parapet Wall Detail 1 1/2" = 1' -0 11 n. j- L4- LLJ =1 1 40 co 0" C o r-: C= 0Z Z X C> = --i Ln CD L 4— o. L.LJ r-4 U. C> CSC k- LAJ Lon LAJ 11 P R 0 j E C T : ARTINIAN D B Y CGM D A T E : Building Permit Set 04.11.08 R E V I S I O N S : DETAIL PLAN GARDEN TERRACE t- mm LLJ =1 2= C= 0Z Z X C> = --i CD L U. C> CSC P R 0 j E C T : ARTINIAN D B Y CGM D A T E : Building Permit Set 04.11.08 R E V I S I O N S : DETAIL PLAN GARDEN TERRACE t- "0 See Structural Dra for Connection DE Typical I , of Concrete .54'- 91/2'" - 54'-9 I/T 1/4`_-1'-Y' 1/4 i M 5 M1 Dining Trellis Texas Greens Panel Green System (3 psf) Panels plus Tour Putt, Grass fringe or Tee-fine fringe Turf 1 1/2" stone ballast (12 psf) Stepstone hic., Lightweight Roof 1 1/2" stone ballast (12 psf) Stepstone Inc., Lightweight Roof Paver (12 psf) ,1" fiber reinforced Paver (12 psf), 1" fiber reinforced Fasten in place w/ 1 fastener per concrete wrapped over a 1 1/2" every 2 sq. ft. of grid; use 2" per concrete wrapped over a 1 1/2" polystyrene core. See plan for color. filter fabric over heat cables polystyrene core. See plan for color. filter fabric over heat cables tapcons into pre - drilled holes in hydroguard. adhere in place adhere in place t 2 1/2" 2 1/2" 1 2 1/2 IM Ll — varies 6" to 3" se er . Loo . In emll Roo vanes 6 to 4 Y 6.6 psf Roofing assembly varies 61 to Y' 6.6 psf Roofing assembly v, 4 ____ Z' Esisting 24" Double T System Esisting 24" qguble T ystem P -- Detail H MOV Turf / Gravel Transition I,- Texas Greens Panel Green System (3 psf) Panels plus Tour Putt, Grass fringe or Tee'-fine fringe Turf Fasten in place w/ 1 fastener per every 2 sq. ft. of grid; use 2" tapcons into pre-drilled holes in hydroguard. Rao fin 2 �C__. Esisting 24" Double TSystem Texas Greens Panel Green System (3 psf) Panels plus Tour Putt, Grass fringe or Tee-line fringe Turf \ Fasten in place w/ 1 fastener per every 2 sq. ft. of grid; use 2" tapcons into pre - drilled holes in hydroguard. 212 1 u 6.6 psf Roofing assembly varies 6 to 3 cof Dining Trellis Water Feature to be a self- Stepstone Inc., Lightweight Roof contained lead pan pool no Paver (12 psf) ,1" fiber reinforced deeper than 2.5" (12.5 psf) concrete wrapped over a 1 1/2" adhere in place polystyrene core. See plan for color. E adhere in place E 21/2" 6.6 psf Roofing assembly varies 6'to3"= Esisting 24" Double T�S ystem Detail I j -� Detail J Detail K A104 3 / 4 " -1' -0 " Paver Gravel Transition A10A J 3/411=11 Paver / Turf Transition Turf / Water Transition M Dining Trellis 3/4 1/4 E 1/4' =111_011 Water Feature to be a self- contained lead pan pool no deeper than 2.5" (12.5 psf) adhere in place Esisting 24" DoubleT System L A jc Detail L A104 Paver / Water Transition 4-- cu 4__ F._10 O-OM • • U- NO CO C> LAJ L'J cn C> LAJ P R 0 j E C T : ARTINIAN D B Y CGM D A T E : Building Permit Set 04.11.08 R E V I S I O N S : DETAIL PLAN iit Ili 1 �/ LAJ en 79.W CC 2= L.Lj ry act L.A. Wr P R 0 j E C T : ARTINIAN D B Y CGM D A T E : Building Permit Set 04.11.08 R E V I S I O N S : DETAIL PLAN iit Ili 1 �/ M W- 3 0 Al • A 8� FX L Lam (2 Ty I � PMP Rock G Speaker Rock 0 :1 Heated Gravel Walkway • A LightjtM FX Luminaire Piattino Vestito (5 Typical) U Speaker In BUM 11 — ----------- 0 F& LIGHTING SYMBOLS 1 AA A ikT i� DECORATIVE LIGHT FI L RE FX Lurninaire GROUND FAULT DUPLEX OUTLET FA - LT OUTLET $ SWITCH V 3-WAY SWITCH 0 $3 - S A J ADJUSTA E SPOT FX Lurninaire t AV I Rack - Heate Walkway Al I C Eel M Heated Roof IAZ — co Cr, r-4 LAJ 9= GG o. 2 k-.j Cr, ce- ccz;g C> L.0 Oct C04 KYLE WEBB 0 P R 0 j E ( T : ARTINIAN D B Y CGM D A T E : Building Permit Set 44.11 A8 R E V I S I O N S : A BLDG. DEPT. REVIEW 05.19.08 ELECTRICAL PLAN I I 0 Heated 41, 2 " A 10 M R VIII; .72P.P LAJ 9= GG act 2 ce- ccz;g C> Oct P R 0 j E ( T : ARTINIAN D B Y CGM D A T E : Building Permit Set 44.11 A8 R E V I S I O N S : A BLDG. DEPT. REVIEW 05.19.08 ELECTRICAL PLAN I I 0 Heated 41, 2 " A 10 M R VIII; 0 1% 0.5 T 6 . 1 Drain Al Freeze-Proof hose bib water Extend Vent supp Vertically 0 [PUMP • Extend Vent Vertically N Proposed Drain 3 1:1 G Extend Vent Vertically Extend VE Vertically 0 Note: All Plumbing Vents to extend to 7' above occupiable roof deck. - A a Extend Vent Vertically • an L Proposed Drain Extend Vent Vertically FAM Extend V Existing Location Vertic of Make-Up Air Handler I Proposed Drain Existing Exhaust Fan 3 11 X Provide Gas Supply as required for BBQ. , GAS SUPPLJY UNDER FINISHES I WITHIN INSULATION DYER Extend V( Vertically 0 H I E Is Reroute Fan from in Front of New Window — New Mechanical Shaft to Roof P R 0 1 E ( T ARTINIA D B Y CGl' D A T E : Building Permit Sei 04.1 1.01! R E V I S I O N S ; A BLDG. DEPT, REVIEW 05,19.08 MECHANICAL PLAN GMER A C N 11 M 11 M.W co L-Li 9= 2 :"� � o 0^ Coto Lir KYLE WEBB H. P R 0 1 E ( T ARTINIA D B Y CGl' D A T E : Building Permit Sei 04.1 1.01! R E V I S I O N S ; A BLDG. DEPT, REVIEW 05,19.08 MECHANICAL PLAN GMER A C N 11 M 11 M.W L-Li 9= 2 :"� � o Oct Lir P R 0 1 E ( T ARTINIA D B Y CGl' D A T E : Building Permit Sei 04.1 1.01! R E V I S I O N S ; A BLDG. DEPT, REVIEW 05,19.08 MECHANICAL PLAN GMER A C N 11 M 11 (0. 5 alums " I 10 Vill 114 11 MCIN 7 � �Y��� �TREE '^' ~ ^��`~� SHORTER SHALL BE 41-0° D4AMtTER STEEL PLATE, TY NOT FASTENED TO THE I — STRUdTURE . .. . �W�P2 vergree COLUMN 5 20 25 Evergreen PiilT 5' x 6 1 COLUMN 61 Evergreen 24 11 271-711 1 Evergreen 3 k�,S3 1 x 76" 1 11 11 i I I I I q _ -_I I I I I I — COLUMN 7 _j I Evergreen 11 11 ~ || �� .. 10 een AMEN || .. || .. // || .. // |! | !� |/ /u a m// | | cvergrenn| | || || | .. .. � || || .. || .. || .. || .. || .. || .. ./ || || .. l| .. || .. ./ �| || .. || .. || .. || .. || .. || .. || .. || �. || .. ./ �| || .. || .. || .. || .. || .. || .. || .. || '. || .. 1| .. || .. || .. � NEW SCREEN WALL AND SCREEN WALL ~..P~.~.~T, ~~~ Building Project BC&E& Engineers, Inc. 1520 West Canal Court, Suite 240 Sheet Title Liftleton, Colorado 80120 303.350.1000 tel 1 303.350.1004 fax REFER TO LANDSCAPING DRAWINGS FOR PAVEMENTS, SNOW MELT, ETC. Mail ROOFTOP TERRACE Plan Sheet Structural Anchorage �� �� | CHANGES FROM PERMIT SET ,BC&E No. 06056 EXISTING MECHANICAL UNIT TO BE RE-LOCATED, AND OPENING PATCHED. RE: /�.z`/�«� TYPICAL ELEVATION 1114 is i• " ORIZONTAL MEMBER, RE: ARCH 448 STAINLESS STEEL SCREWS INTO Z -CLIP, TYP EACH HAT CHANNEL • a . a • i r wm E I WSM arms r It M OT 1 Y8" CAP PLATE, TYP HSS 2 HORIZONTAL PURLIN, TYP 3 LOCATIONS � 3' m I D � S2 PL 7$ " x, 211 LONG Z -SHAPE STAINLESS STEEL CLIP ANGLE WITH %411 LIP, TYP, EA. HAT CHANNEL EACH PURLIN ST AS • - r APPRO XIMATE SL OP E p 11 J I1iJL A A 0 J 4 . 4 `• 4 B TYPICAL SECTION FAR i HSS4 PL % "x4 "x0' -3 "WITH STD SHORT SLOTTED VERT. HOLE CENTERED. CENTER TE ON HSS 4 " %" DIA. A307 BOLT WITH WASHER AND � DOUBLE NUT L3 "x3" S1RUT 211 YI 6 4" D CO DETAIL N • i FOR W ATEPROOFING UN AN D ABOVE BA PLATE L3x54-" x0' -8" (LLV) WITH STD SHORT SLOTTED HOLE IN CENTER OF VERTICAL LEG L3x3 STRUT TWO Y2" DIA. HILTI KWIK BOLT (304 4 1/2 SS) BOLTS INTO CONCRETE 811 DOUBLE TEE. 2 MIN EMBEDDMENT N DO NOT BLOW-OUT C! • W HILE DRILLING HOLES FOR ANCHOR BOLTS. i• NOT OVERDRI H OLES. SPECIFICATIONS •' ADDITIONAL REQUIR Al BC&EI & Engineers, Inc. ROOFTOP TERRACE Buildi Project ARTINIAN PENTHOUSE Consultants 1 Sheet Title 152 West Canal C ourt , '1 Littlet C olorado i0 "• W an B Pl Det ` ` ! ' , r SEAL SLOTS AND ENDS OF max HSS 2 WELD SOLID r.•u = It I I I I % NY KNIFE PLATE, TYP 3 I I I I LOCATIONS PER COLUMN 1 I I 3" extension, typ I 1 1 -011 2f_011 I I I I t yp typ I I 1 ' j PROVIDE " DIA. HSS 2x2x�6 STEEL TUBE typ 11 1 I WEEP HOLES AT 24" I HORIZONTAL PURLINS, TYP 3 C I I O.C. IN BOTTOM OF ( I LOCATIONS S2 I I HHS 2, TYP. I E I I I I c HSS 4x4x / STEEL TUBE I 1 ( 1 I I I COLUMN, TYP I ! I 1 TYR ls" I ( 1Y2" 25 GAUGE HAT CHANNEL, TYP I I I ( I EACH SIDE OF HORIZONTAL PURLIN. I I 1 I I I SPACE AT 24" O.C. MAX I 1 I I I I l I I I Y "x8 "x8" BASE PLATE, TYR o I I I I S5 1 I � E I I I S2 I I 1 4 4 NOTES: ALIGN NEW COLUMNS WITH 1. HORIZONTAL ELEMENTS ATTACHED TO EXISTING DBL TEE STEMS, HAT CHANNELS NOT SHOWN. RE: ARCH 4 SEE PLAN FOR LOCATIONS, FOR Y' TOLERANCES TYPICAL ELEVATION 1114 is i• " ORIZONTAL MEMBER, RE: ARCH 448 STAINLESS STEEL SCREWS INTO Z -CLIP, TYP EACH HAT CHANNEL • a . a • i r wm E I WSM arms r It M OT 1 Y8" CAP PLATE, TYP HSS 2 HORIZONTAL PURLIN, TYP 3 LOCATIONS � 3' m I D � S2 PL 7$ " x, 211 LONG Z -SHAPE STAINLESS STEEL CLIP ANGLE WITH %411 LIP, TYP, EA. HAT CHANNEL EACH PURLIN ST AS • - r APPRO XIMATE SL OP E p 11 J I1iJL A A 0 J 4 . 4 `• 4 B TYPICAL SECTION FAR i HSS4 PL % "x4 "x0' -3 "WITH STD SHORT SLOTTED VERT. HOLE CENTERED. CENTER TE ON HSS 4 " %" DIA. A307 BOLT WITH WASHER AND � DOUBLE NUT L3 "x3" S1RUT 211 YI 6 4" D CO DETAIL N • i FOR W ATEPROOFING UN AN D ABOVE BA PLATE L3x54-" x0' -8" (LLV) WITH STD SHORT SLOTTED HOLE IN CENTER OF VERTICAL LEG L3x3 STRUT TWO Y2" DIA. HILTI KWIK BOLT (304 4 1/2 SS) BOLTS INTO CONCRETE 811 DOUBLE TEE. 2 MIN EMBEDDMENT N DO NOT BLOW-OUT C! • W HILE DRILLING HOLES FOR ANCHOR BOLTS. i• NOT OVERDRI H OLES. SPECIFICATIONS •' ADDITIONAL REQUIR Al BC&EI & Engineers, Inc. ROOFTOP TERRACE Buildi Project ARTINIAN PENTHOUSE Consultants 1 Sheet Title 152 West Canal C ourt , '1 Littlet C olorado i0 "• W an B Pl Det ` ` ! ' , r 8 11 16 5.5 11 STD HOLE FOR Y2" ANCHOR BOLT, TYP 4 LOCATIONS , I I 77 77 7777,77 i I MSS 4 COLUMN I 00 i 11 t PLATE 11/4 typ NOTE: RE: DETAIL RrWP3 FOR WATEPROOFING UNDER AND ABOVE BASE PLATE COLUMN BASE PLATE DETAIL 1 jSCALE: 3 " =1 " -0" --• . -- , r # aGl :• WASHER • # DOUB NUT i• i. . N W HILE RE: DO NOT BLOW-OUT CONCRETE DRILLING HOLES FOR ANCHOR BOLTS. ii NOT • 'r' N T4* Q.Vpr ' i F OR WATE PROOFING UNDER AND A PL ADDITIONAL REQUIItEEMENTS Al BASE PLATE, TYP. E GROUT CAVITY OR I FILL WITH NON- COMPRESSIBE MATERIAL AFTER WATERPROOFING 11 IN -PLACE AND PLATE HEIGHT IS ESTABLISH typ Y16 I i • 1 1 0 N R E: D O NOT : • W-OUT CONCR WHILE DRILLING HOLES FOR ANCH BOLTS. i • NOT OVERDR H OLES. SPECIFICATIONS •• ADDITIONAL REQUIR Nt 1 1/211 -� I - — 911 I..d z I "SCALE: 3 " =1=0" r.•u = It 8 11 16 5.5 11 STD HOLE FOR Y2" ANCHOR BOLT, TYP 4 LOCATIONS , I I 77 77 7777,77 i I MSS 4 COLUMN I 00 i 11 t PLATE 11/4 typ NOTE: RE: DETAIL RrWP3 FOR WATEPROOFING UNDER AND ABOVE BASE PLATE COLUMN BASE PLATE DETAIL 1 jSCALE: 3 " =1 " -0" --• . -- , r # aGl :• WASHER • # DOUB NUT i• i. . N W HILE RE: DO NOT BLOW-OUT CONCRETE DRILLING HOLES FOR ANCHOR BOLTS. ii NOT • 'r' N T4* Q.Vpr ' i F OR WATE PROOFING UNDER AND A PL ADDITIONAL REQUIItEEMENTS Al BASE PLATE, TYP. E GROUT CAVITY OR I FILL WITH NON- COMPRESSIBE MATERIAL AFTER WATERPROOFING 11 IN -PLACE AND PLATE HEIGHT IS ESTABLISH typ Y16 I i • 1 1 0 N R E: D O NOT : • W-OUT CONCR WHILE DRILLING HOLES FOR ANCH BOLTS. i • NOT OVERDR H OLES. SPECIFICATIONS •• ADDITIONAL REQUIR Nt 1 1/211 -� I - — 911 I..d z I "SCALE: 3 " =1=0" • HSS 2, TYP 3 LOCATIONS I. GENERAL A. THESE GENERAL NOTES APPLY EXCEPT WHERE OTHERWISE INDICATED BY THESE DRAWINGS. B. THESE DRAWINGS INDICATE TYPICAL AND SPECIFIC DETAILS OF THE CONSTRUCTION. ALL FEATURES OF THE CONSTRUCTION NOT SPECIFICALLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS THOSE SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO APPROVAL BY THE ENGINEER. C. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL BUILDING CODES, AS MODIFIED BY THE TOWN OF VAIL. D. ALL WORK SHALL BE SCHEDULED AND PERFORMED TO MAINTAIN FIRE SAFETY AT ALL TIMES, AND SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND OTHER ON -SITE CONTRACTORS FOR LIMITED DISRUPTIONS. E. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, ELEVATIONS, DIMENSIONS, ETC. PRIOR TO FABRICATIONS AND CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY VARIATIONS FROM THE CONTRACT DOCUMENTS. F. THE CONTRACTOR SHALL PROVIDE ADEQUATE 5HORING AND BRACING FOR ALL STRUCTURAL AND ARCHITECTURAL ELEMENTS DURING THE ERECTION. SHORING AND BRACING MUST ENSURE THE 5AFETY OF THE STRUCTURE. DE51GN AND PLACEMENT OF THE SHORING 15 THE RESPONSIBILITY OF THE CONTRACTOR. G. THE CONTRACTOR 15 RE5PON51131 E FOR THE PROTECTION OF INTERIOR FIN15HE5 OF THE BUILDING DURING THE CONSTRUCTION. THE CONTRACTOR SHALL PROMPTLY REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION. REPAIRS OF DAMAGE SHALL RESTORE THE ELEMENT TO A CONDITION WHICH EXI5TED PRIOR TO THE START OF THE WORK. SUCH REPAIRS SHALL BE MADE AT NO CO5T TO THE OWNER. NOTES: 1. HORIZONTAL ELEMENTS ATTACHED T HAT CHANNELS NOT SHOWN. RE. ARC 2. INSTALL HORIZONTAL ELEMENTS TO CREATE PANELS, SUCH THAT THEY C) BE REMOVED DURING THE FALL AND RE- INSTALLED IN THE SPRING. LIMIT LENGTHS SUCH THAT TWO MEN CAN EASILY REMOVE PANELS, 8 FT. MAX. 3. UNIQUELY LABEL EACH PANEL TO ENABLE REINSTALLATION IN THE 1Y2 LIGHT GAUGE HAT CHANNEL, TYP. SPACE AT 24" O.C. MAX STAGGER SPACING FROM SIDE -TO -SIDE, IF SIDING TO BE INSTALLED BOTH SIDES H. THE CONTRACTOR 15 RESPONSIBLE FOR THE RELOCATION OF LIGHTING, DUCTWORK, ETC. AND COORDINATION WITH OWNER'S REPRESENTATIVE. J. ANY DAMAGE TO THE EXISTING STRUCTURE DUE TO CONSTRUCTION OVERLOADING SHALL BE REPAIRED AT THE CONTRACTOR'5 EXPENSE. ANY CONCENTRATED LOADS WILL REQUIRE SHORING. K. THE CONTRACTOR 15 RESPONSIBLE FOR ALL PERMITS. L. AT COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RETURN THE FACILITY TO THE OWNER FREE OF CONSTRUCTION DEBRIS AND DIRT. 2. DE51GN CRITERIA FOR WATERPROOFING /ROOFING, SCREEN WALLS, TREE BASES, AND TRELLI5: A. SNOW LOAD = 100 P5F B. WIND LOAD = PER'03 IBC, 10 PSF MIN, I G P5F FOR TRELLIS, TREE BASES, AND SCREEN WALLS 90 MPH, 3 SECOND GUST, IMPORTANCE FACTOR =1.0, EXPOSURE = C C. EVALUATION OF EXISTING DOUBLE TEE ROOF STRUCTURE PROVIDED BY OTHERS, ALLOWABLE EXCESS DEAD -LOAD CAPACITY EQUALS 18 TO 20 P5F (PER MONROE * NEWELL, LETTER DATED APRIL, 24, 2008). GENERAL UNIFORM LOADING OF THE ROOF STRUCTURE: PAVER AREAS: 12 PSF PAVER + G.G P5F A55EMBLY = 18.G P5F GRAVEL AREAS: 12 P5F GRAVEL + G.G PSF A55EMBLY = 18.G PSF GRA55 AREA5: 3 P5F GRA55 + G.G P5F A55EMBLY = 9.G P5F POND AREAS: 0 TO 12.5 P5F + G.G P5F A55EMBLY = G.G TO 19.1 PSF An BALLAST FOR BLOW-Off PAVER AREAS: 12 PSF PAVER + 4.5 P5F A55EMBLY = I G.5 PSF GRAVEL AREAS: 12 P5F GRAVEL + 4.5 PSF A55EM13LY = I G.5 P5F GRA55 AREAS: 3 P5F GRA55 + 4.5 P5F A55EMBLY = 7.5 P5F + MECH /ADHESIVE ANCHOR POND AREAS: 0 + 4.5 P5F A55EM13LY = G4.5 P5F + ADHESIVE ANCHORAGE 3. DISCOVERY AND FIELD VERIFICATION A. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY}. SUCH CONDITIONS MAY INTERFERE WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF EXISTING WORK DURING CONSTRUCTION, OR MAY CON515T OF DAMAGE OR DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE NEW WORK. B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL D15COVERIE5 HE BELIEVES MAY INTERFERE WITH THE PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE NEW WORK PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. C. THESE DOCUMENTS MAY SPECIFY DIMENSIONS, El EVATION5 AND CONSTRUCTION CONDITIONS TO BE FIELD VERIFIED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL SPECIFIED CONDITIONS PRIOR TO PROCEEDING WITH THE CONSTRUCTION OR FABRICATION OF ANY STRUCTURAL COMPONENTS RELATED TO SUCH CONDITIONS. THIS FIELD VERIFICATION SHALL BE MADE IN A TIMELY MANNER 50 AS TO CAUSE NO DELAYS IN EXECUTION OF THE WORK. 4. STRUCTURAL STABILITY DURING CONSTRUCTION A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 51TE SAFETY ISSUES AS MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL EMPLOY A "COMPETENT PERSON" AS DEFINED IN 05HA REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL EMPLOY A "QUALIFIED PERSON" AS DEFINED IN 05HA REGULATIONS TO SPECIFY THE RESOLUTION OF SAFETY ISSUES. E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND SPECIFYING ANY MODIFICATIONS TO THE STRUCTURE REQUIRED FOR COMPLIANCE WITH 05NA REGULATIONS AND GENERALLY ACCEPTED PRINCIPLES OF CONSTRUCTION. THE CONTRACTOR SHALL PROPOSE ALL SUCH MODIFICATIONS TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. DE51GN INTENT AND PRECAUTIO" A. THE INTENT OF TH15 DESIGN INCLUDES BOTH TEMPORARY (SEASONAL) ELEMENTS AND PERMANENT ELEMENTS. THE SEASONAL ELEMENTS ARE DESIGNED TO BE REMOVED FROM THE ROOF SURFACE AND STORED SOMEWHERE OFF OF THE ROOF STRUCTURE DURING THE WINTER MONTHS (OCTOBER 15 THROUGH APRIL 15). THIS 15 TO REDUCE THE CHANCES OF OVERLOADING THE ROOF STRUCTURE DUE TO THE DRIFTING SNOW WHICH COULD RESULT IN DAMAGE TO THE INTERIOR FIN5HE5 AND STRUCTURAL El EMENET5. THEREFORE, IT IS THE RESPONSIBILITY OF THE OWNERS TO ENSURE THE FOLLOWING ITEMS ARE REMOVED FROM THE ROOF DURING THE WINTER: I. TREES 2. SCREEN WALL FACING PANELS, (NOT SUPPORTING STRUCTURE) 3. REMOVE THE WATER FROM WITHIN THE POOL AREAS B. THE DESIGN OF THE TRELLIS STRUCTURE HAS TAKEN INTO ACCOUNT SOME LIMITED WIND UPLIFT LOADING ON THE TRELL15 CANOPY. HOWEVER, THE FRAMING 15 NOT INTENDED, AND WAS NOT DESIGNED, TO SUPPORT A 50LID ROOF COVERING. A 50LID ROOF COVERING MIGHT ALLOW FOR UPLIFT LOADS ON THE TRELL15 FRAME WHICH EXCEED THE DE51GN OF THE FRAMED CONNNECTION5. ALSO, A 50LID COVERING MIGHT AL50 ALLOW FOR THE ACCUMULATION OF SNOW ON THE CANOPY, WHICH MAY RESULT IN EXCESSIVE LOADING OF THE BUILDING'S ROOF STRUCTURE, AS WELL AS, THE TRELL15 CANOPY. C. THE OWNERS SHOULD BE MADE AWARE THAT THE WOOD TRELL15 FRAMING MAY BEND, TWIST, AND DEVELOP CHECKS (SPLITS) AS IT DRIE5 AND 5EA5ON5 IN TH15 CLIMATE. REPAIR OR REPLACEMENT TO INDIVIDUAL FRAMING MEMBERS AND /OR CONNECTIONS MAY BE REQUIRED AS THE TRELL15 AGES. D. BC*E DESIGNED ONLY THE WATERPROOFING AND SOME OF THE NEW ROOFTOP STRUCTURAL ELEMENTS, INCLUDING THE TRELLIS, THE TREE SUPPORTS, AND THE SCREEN WALLS. THE ANALYSIS OF THE EXISTING ROOF STRUCTURE WAS PERFORMED BY OTHERS. An 2 -0" typ DRAIN LOCATION, SAWCUT FLANGE • DBL TEE TO ACCESS AND INSTALL NEW DRAIN BODY FROM ABOVE. PROVIDE PERMANENT FORM AND CAST NEW CONCRETE TO FILL OPENING. MATCH EXISTING FLANGE THICKNESS. 6 LOCATIONS SHOWN THUS TYPICAL TIRS PLAN. RE: J/WP3 & K/WP3 U21 N 6.5 5 v -- - -- . 2,± . 10' x 76" Evergreen 18 12' x 81 Evergreen --� 3 000 D ...... . ...... . �. +� j Sim IN TREE 7.5' AND SHORTER SHALL BE SUPPORTED BY A 3/$" x 4'-0" DIAMETER STEEL PLAT TYP; NOT FASTENED TO STRUCTURE ...... ...... ----------------- ...... ...... _._._. ' _ 6.5' x 55" Evergreen PROVIDE Y8 SLOPE TO CRICKETS IN INSULATION LAYER 17 —0 6.5' x 55" Evergreen ,fir D Y8"/FT TAPERED EXTRUDED POLYSTYRENE INSULATION 07.5'x6l I Evergreen & Y8" DENSDECK PRIME TO FORM CRICKETS UNDER MEMBRANE, TYP. 2 10'x76" 161-11ff Evergrmn 3 io i 6.5'x55" 1 Evert S 'AOTES: 1. FOR CONDITIONS NOT SPECIFICALLY INDICATED ON THE PLANS RE: WP3 AND WP4 FOR TYPICAL HYDROTECH DETAILS. 2. SEE SHEET S 1 FOR STRUCTURAL PLAN I L A\ 19 [a Sim xJ? 4- 7.5' x 61 Evergreen L_ J • 441 FAI Well BC&E 4-25-08 LETTER, NO. 7 0 REG" NEW SCREEN WALL AND SCREEN WALL SUPPORT, TYP /_\ /� WP1 No. A 31t-7 27 `2 1 0' x 76" Evergreen u 16 7.5' x 61 Evergreen 9 El j0' x 76" ICE] )_evergreen BASE PLATE FOR TREE, TO BE PLACED OVER DOUBLE-TEE STEM, TYP. RE: DETAIL G/S2 FOR BASE PLATE 7.5' x 61 vergreen A : ----------------­ ...... 7.5' x lw-green 50 I N wh ...... . ...... ...... ...... ... ... - REFER TO 7N LANDSCAPING DRAWINGS FOR FINISHES, PAVEMENTS, SNOW MELT, ETC. A )10 3.5' x 55" Evergreen R OIL 4 "1 W Aw • 'j I I F-1 VITY-MrIwAyT TY"Irl 1 INSTALLED ON A NEW 8 HIGH CU" PROVIDE Y8"/FT SLOPE TO CRICKETS IN 14 INSULATION LAYER 6.5' x 55" Fvprnrt-pn Hot Tub Room I�> 12' x 81*' Evergreen c � f�_ 7 1 0' x 76" f7wornrann INSULATION AND WEARING SURFACE VARIES - NOT INSULATION AND WEARING WHERE DECK PLANKS ARE SHOWN FOR CLEARITY SURFACE VARIES - NOT UNEVEN, ADDITIONAL SHOWN FOR CLEARITY REQUIREMENTS ARE SHOWN IN DETAILS B.1 /WP2 & B.2 /WP2 NEW GROUT CURB CAP OVER STL PL CONN _ 1" MIN THICKNESS ABOVE TOP OF CONN NEW STEPSTONE LT WT ROOF PAVER FULLY ADHERED TO HYDROGARD INSULATION AND WEARING TAPER ALL FOUR SIDES SURFACE VARIES - NOT FLEXIBLE FLASHING FLEXIBLE FLASHING NEW 2 3/8" HYDROGARD RIGID INSULATION BOARD SHOWN FOR CLEARITY EXISTING STL P CONN OF PRECAST DECK PLANKS FULLY ADHERED TO TAPERED INSULATION HOT- APPLIED, FABRIC REINFORCED HOT- APPLIED, FABRIC REINFORCED NEW TAPERED INSULATION Ys " /FT EXTRUDED POLYSTYRENE NEW HOT - APPLIED, FABRIC REINFORCED MONOLITHIC WATERPROOFING MEMBRANE MONOLITHIC WATERPROOFING MEMBRANE MIN Y4" THICK; STOP 1" FROM CRICKETS UNDER MEMBRANE; MONOLITHIC WATERPROOFING MEMBRANE WITH BONDED CAP SHEET & PROTECTION BOAF WITH BONDED CAP SHEET & PROTECTION E FULLY ADHERE TO BONDED CAP SHEET W/ BONDED CAP SHEET & PROTECTION BOA RE: SPECIFICATION SECTION 07510 RE: SPECIFICATION SECTION 07510 NEW BONDED CAP SHEET RE: SPECIFICATION SECTION 07510 NEW 125 MILS HOT, FLUID APPLIED WPM NEW FABRIC REINFORCEMENT NEW 90 MILS HOT, FLUID - APPLIED WPM z 3" MIN 3" MIN 3" MIN NEW SURFACE CONDITIONER V — _ --- - - -- EXISTING DBL TEE STRUCTURE 3" MIN NEW 1Y2" ROCK BALLAST OVER FILTER FABRIC 1 (AREAS INDICATED ON THE ARCHITECTURAL T 1 DRAWINGS), 12 PSF 1 - �r T NEW FLEXI y Y. u•. ,.. FLASHING a 4 ' + :. 4, ROUGHEN .- ;4 d ROUGHEN SURFACE OF CONC SURFACE TO �. _. ' . i AT GROUT CURB i ' n ?. Ys" AMPLITUDE :. ': ki ' : 4* i WHERE 'UNEVENESS BTWN PRECAST DECK :r' WHERE UNEVENESS BTWN PRECAST DECK + A . y '. " PLANKS OCCURS AND AND IS 1Y2" OR LESS, PLANKS OCCURS AND EXCEEDS ' 4 ' XTEND THE GROUT USED TO FILL THE � ,�;':} • PROVIDE GROUT CURB AS SHOWN TO 1" GAP CONT. CHANNEL IN NORTH -SOUTH DIRECTION .. ' SHER KEY UP TO CREATE A SMOOTH CREATE A SMOOTH EVENLY SLOPED TO PROVIDE FOR ADDITIONAL DRAINAGE , EVENLY $LOPED TRANSITION BTWN PLANKS 4 TRANSITION BTWN PLANKS WHERE UNEVENESS BTWN PRECAST DECK WHERE UNEVENESS BTWN < PLANKS EXCEED 1" ^' RE: B.2 /WP2 F REFER TO BC &E 4 -25 -08 LETTER : . RE: a ETAIL S /WP4 FOR A. AND EMAIL FROM BC &E DATED INFORMATION RELATED TO 4 -22 -08 WITH ATTACHMENTS WATERPROOFING OF CRICKETS EXISTING PRECAST CONCRETE DECK FOR ADDITIONAL INFORMATION UNDER THE MEMBRANE PLANKS W/ GROUT FILLED SHEAR KEY ON ASSEMBLY PRECAST CONCRETE DECK PLANKS PRECAST CONCRETE DECK PLANKS W/ GROUT FILLED SHEAR KEY W/ GROUT FILLED SHEAR KEY RE: STRUCT RE: STRUCT A TYPICAL ASSEMBLY DETAIL �, TYPICAL PC DECK DETAIL TYPICAL PC DECK DETAIL TYPICAL PC DECK DETAIL SCALE: APPROX, 3 " =1' -0" SCALE: 3 " =1'-Q" B• SCALE: 3 " =9' -0" SCALE: 3 " =1 EXISTING PAINTED STUCCO, TO REMAIN PROTECT PAINTED FINISHES DURING CONSTRUCTION, EXISTING DOOR THRESHOLD TO BE AT SIM. REMOVE EXISTING SHINGLES AND REMOVED AND RESET, RE -SET INSTALL NEW SHINGLE SIDING & BUILDING THRESHOLD IN CONT BEAD OF SEALANT PAPER TO MATCH EXISTING EXISTING ROOFING TO REMAIIN EXISTING OR NEW NEW L- SHAPED COPPER FLASHING BUILDING PAPER UNDER EXISTING THRESHOLD. NEW EXISTING METAL DRIP FLASHING TO BE 2"x6"± WITH Y2" EDGE, TO REMAIN HEM DIRECTED WAY FROM FACE CAREFULLY CUT AND REMOVE EXISTING METAL OF W.P. COUNTER- FLASHING AND FLASHING, PATCH HOLES IN STUCCO AS NECESSARY NEW OR EXISTING WALL NEW SCREWS W /NEOPRENE I FIN FLR WASHERS AT 8" O.0 PAINT BY "OTHERS" FRAMING, TYPE AND CONDITION UNKNOWN NEW COPPER FLASHING W/ Y2" HEMMED EDGE NEW WALL CLADDING RE: ARCH REMOVE EXISTING EXTEND NEW HOT - APPLIED ROOFING CANT W.P. AND PROTECTION EXTEND NEW HOT - APPLIED BOARD 11 " MIN. UP WALL NEW PAVEMENT, PROVIDE BACKER ROD EXTEND NEW W.P. W.P. AND BONDED CAP SHEET OR UP TO THE BOTTOM � FULL HEIGHT OF FASCIA OF THE EXISTING FLASHING AND SEALANT AT TERMINATIONS TO AND REINFORCEMENT TUCK NEW FLASHING UNDER EXISTING STUCCO WHICH EVER IS GREATER DISSIMILAR MATERIALS, TYP. UP UNDER EDGE OF AND BUILDING PAPER, AS POSSIBLE DOOR THRESHOLD. NEW PAVEMENT, PROVIDE BACKER ROD REMOVE EXISTING ROOFING AND SEALANT AT TERMINATIONS TO CANT s° DISSIMILAR MATERIALS, TYP. RE: A /WP2 FOR u� �a,^+ys' �� �.•..`�sYri• >;�;-; �•:*,,�� :.�;• ���,���1�t�t��tfttA�,����� NEW COPPER FLASHING W/ f Y2 "HEMMED EDGE NEW 6 "x 6" 22 GA, S.S. INSULATION AND -M =`�" RE: A WP2 FOR .�.. .� ~ CONT I A L ( EDGES E OF ROOF. X) PAVEMENT s t�a,�<,.55'*t# ,.. :,.' y,"mz5.....r�a. a;,; eons x' ° • • ''e`:v�.r^"f => •,"' :3:r ";., EXTI z,'3 INSULATION AND SECURE TO WALL AND FL 3004, PAVEMENT "� NEW PAVEMENT, PROVIDE BACKER ROD AND SEALANT AT TERMINATIONS TO HYDROGARD @ 18" O.C.; ST DISSIMILAR MATERIALS, TYP. ATTACH WITH TAPCONS,� W /100 # /FT PULLOUT`` RESISTANCE INTO HYDROGARD IN �rar�tt O PRE - DRILLED HOLES RE: A /WP2 FOR -- INSULATION AND NEW HOT - APPLIED W.P. T PAVEMENT ,> m ° R:; «• - .p .�:^sk f n .. MEMBRANE. SYSTEM WITH NEW HOT - APPLIED W.P. "° °" BONDED CAP SHEET Of C04 MEMBRANE SYSTEM WITH L NEW SOLID WOOD BLOCKII REINFORCED ,, BONDED CAP SHEET 0- SECURED TO STRUCTURE REINFORCED AT ALL JOINTS IN ,c, AT ALL JOINTS IN MIN 2- Y4" CONT BEADS SUBSTRATE NOTES: (� J N � CONSTRUCTION ADHESIVE SUBSTRATE EXISTING DOUBLE TEE 1. FIELD VERIFY FLASHING CG z FABRICATION '�,,. NEW %" EXPOSURE 1 STRUCTURE DIMENSIONS PRIOR TO EXISTING DOUBLE TEE PLYWOOD SHEATHING TO CJ O STRUCTURE CLOSE GAP TO ROOF �', �,,��✓ 0 FLASHING EMBEDDED IN STRUCTURE NEW HOT- APPLIED W.P. NEW FLEXIBLE A ° Q/ NEW FLEXIBLE MEMBRANE SYSTEM WITH FLASHING EMBEDDED BONDED CAP SHEET HOT- APPLIED W.P DOOR THRESHOLD DETAIL AT DOORS LL IN HOT - APPLIED W.P. REINFORCED E' SCALE: APPROX. 3 " =r -0" AT ALL JOINTS IN SU BSTR AT E JOI NTS IN RE: DETAIL s /WP4 FOR Al CHANGES FROM PERMIT SET INFORMATION RELATED TO Project EXISTING DOUBLE TEE WATERPROOFING OF CRICKETS B u i l d i n g BC &E N O. 06056 STRUCTURE UNDER THE MEMBRANE C onsu l tants ARTI N IAN PENTHOUSE °-- `--- ---- -- ROOFTOP TERRACE Date 6 -2 -08 BC&E Engineers, Inca Scale A S - NOTED BASE FLASHING DETAIL AT LOW ROOF ( :q ) TYPICAL BASE FLASHING DETAIL AT WALL Sheet Title SCALE: APPROX. 3 " =1' -0" SCALE: APPROXI.3 " =1' -0" 1520 West Canal C ourt, Suite 240 Littleton, Colorado 80120 Waterproofing Details W P2 303.350.1000 tel ( 303.350.1004 fax Sheet No. r "J l 1� EXISTING DOOR THRESHOLD TO REMAIN — SET NEW FLASHING IN CONT BEAD OF SEALANT UNDER EXISTING THRESHOLD TUCK NEW L— SHAPED COPPER FLASHING UP UNDER EXISTING THRESHOLD. NEW FLASHING TO BE 2 "x6 "t WITH Y2" HEM DIRECTED WAY FROM FACE OF W.P. FIN FLR OF RESIDENCE REMOVE EXISTING ROOFING CANT �•7 PROVIDE BACKER ROD AND SEALANT AT TERMINATIONS TO DISSIMILAR MATERIALS, TYP. RE: A /WP2 FOR INSULATION AND PAVEMENT • ,rw r r s , • EXISTING DOUBLE TEE STRUCTURE c n MECHANICAL EQUIP BASE NEW N' x 1 " CONT. TERMINATION - BAR WITH FASTENERS 0 8" O.C. COVER MEMBRANE TERMINATION WITH MASTIC NEW COPPER FLASHING UNDER EXISTING MECH EQUIP. FLANGE. NEW FLASHING TO BE 8 "f WITH Y2" HEM DIRECTED WAY FROM FACE OF W.P., RIVET TO FLANGE OF MECH EQUIP AT 8" O.C. l � �, e , RE: A /WP2 FOR INSULATION AND PAVEMENT z EXISTING 00 FLOOR d / • IM1111 - � • r NEW HOT— APPLIED W.P. MEMBRANE SYSTEM REINFORCED AT ALL JOINTS IN SUBSTRATE EXISTING DOUBLE TEE STRUCTURE MECHANICAL EQUIPMENT TO REMAIN NOTES: 1. RE: DETAILS M /WP3 & N /WP3 FOR PIPE AND CONDUIT PENETRATION DETAILS 2. FIELD VERIFY FLASHING DIMENSIONS PRIOR TO FABRICATION NEW FLEXIBLE REINFORCING NEW HOT — APPLIED W.P. MEMBRANE SYSTEM NEW MEMBRANE FABRIC REINFORCING INSULATION, AND PAVEMENT1 NOT SHOWN FOR CLARITY NEW BI —LEVEL DRAIN WITH MEMBRANE CLAMPING RING — RE: SPECIFICATIONS (UPPER DRAIN ASSEMBLY NOT SHOWN) 311 611 MIN.': I • 4 W NOTES: 1. REINFORCEMENT SHALL BE ONE SHEET EXTENDING A MINIMUM OF 6" BEYOND THE DRAIN FLANGE ON ALL SIDES AND SECURED BY THE CLAMPING RING TO THE DRAIN. 2. LOCATE REINFORCING PRIOR TO CORING HOLES FOR NEW DRAINS — DO NOT CORE INTO DBL STEMS. 3. RE: EXISTING PIPING ANTICIPATED TO BE 2" DIA. FIELD VERIFY. 4. CONNECTIONS TO EXISTING PIPING WITH NO —HUB CONNECTIONS. 5. ALL EXISTING PIPING SHALL BE ROUTTED PRIOR TO FINALIZING CONNECTION TO NEW DRAIN BODY. • REMOVE EXISTING - ROOFING CANT PROVIDE BACKER ROD AND SEALANT AT TERMINATIONS TO DISSIMILAR MATERIALS, TYP. RE: A /WP2 FOR INSULATION AND PAVEMENT EXTEND NEW W.P. & REINFORCEMENT UP MECH EQUIP CURB EXIST MECH EQUIP CURB TO REMAIN NEW INTERIOR FINISHES TO MATCH EXISTING EXTEND NEW W.P. & REINFORCEMENT UP AND OVER NEW WINDOW CURB NEW WINDOW SILL CURB SECURED TO THE EXISTING STRUCTURE. RE: STRL NOTES: 1. SUBMIT WINDOW FRAME SAMPLES TO ARCH FOR APPROVAL PRIOR TO FABRICATION. 2. GLAZING TO BE 1" INSULATED GLASS UNITS 3. WINDOW FRAME TO BE THERMALLY — BROKEN ALUMINUM, SIMILAR TO EXISTING 4. ATTACHMENT OF SYSTEM TO BE SIMILAR TO EXISTING SCALE: APPROX. 3 "= 9'-0" Building Project BC&E& Consultants Engineers, Inc. 1520 West Canal Court, Suite 244 sheet Title Littleton, Colorado 80120 303.35Q.1000 tel � 303.350.1004 fa • : r , w • r « r r . r . • r 2 LAYERS" ASPHALTIC PROTECTION BOARD COVERED WITH FILTER FABIC STONE BALLAST RE: ARCH DWGS REMOVABLE STRAINER SET INTO BOWL FLAT CLAMPING RING RE: A /WP2 FOR INSULATION AND PAVEMENT AND BALLAST HOT APPLIED W.P.M. RE: DETAIL K /WP3 FOR WATERPROOFING DETAIL FLASHING AT DRAIN PRECAST CONC DECK it • . • ■ r • , r w . • r" . r •rir r - . • r r -• •• i IN r , r• r • . , • • • i C.L. C.L. HOT PIPES, SUPPLY & 3" PIPE PIPE RETURN (SEE NOTES 1&2) MIN. TYP. STAINLESS STEEL BAND CLAMP FLEXIBLE FLASHING 6" (SEE NOTE #3) CLR. NEW 2" HIGH CONC. CURB. CLEAN & ROUGHEN TOP OF CONC. SLAB PRIOR TO PLACEMENT AJ -- HORIZONTAL WATERPROOFING SUMP NEW DRAIN, ONCE ELEVATION IS SET GROUT NEW DRAIN BODY SOLID r NEW ALUMINUM WINDOW SYSTEM, RE: NOTES THIS SHEET FOR ADDITIONAL DETAILS NEW L— SHAPED COPPER FLASHING UNDER NEW WINDOW FRAME. FLASHING TO BE WIDTH OF WINDOW x8 "t WITH Y2" HEM DIRECTED WAY FROM FACE OF W.P. NEW HOT— APPLIED W.P. MEMBRANE SYSTEM REINFORCED AT ALL JOINTS IN SUBSTRATE EXISTING DOUBLE TEE STRUCTURE RE: E /S2 COLUMN, G /S2 TREES, AND B /S4 TRELLIS FOR BASE PLATE DETAILS AT NEW PAVEMENT, PROVIDE BACKER ROD AND SEALANT AT TERMINATIONS TO DISSIMILAR MATERIALS, TYP. RE: A /WP2 FOR INSULATION AND PAVEMENT n NEW HOT— APPLIED W.P. — MEMBRANE SYSTEM REINFORCED AT ALL JOINTS IN SUBSTRATE CONT UNDER & ABOVE BASE PLATE NEW WPM OVER TOP SURFACE OF POST ANCHOR NEW ANCHOR BOLTS TO REMAIN YEAR — ROUND. RE: STRUCTURAL `— FLEXIBLE REINFORCING OVER PLATE AND BOLTS NEW WPM CONT UNDER ANCHOR BASE n , s , , r CONDUIT C,.. ��.jj in, .4 ,, NOTES: SOME PIPE MATERIALS (COPPER, BRASS) MAY REQUIRE ROUGHENING /SANDING, IN ADDITION TO PRIMING W /SURFACE CONDITIONER, FOR PROPER ADHESION OF WATERPROOFING. METAL PIPES MUST BE FREE OF ALL OIL AND RUST. PROTECTION BOARD NOT SHOWN FOR CLARITY. ALL PIPES MUST BE ADEQUATELY SECURED TO THE STRUCTURE IN A MANNER SO AS TO NOT INTERFERE WITH THE WATERPROOFING DETAILING AS SHOWN. r , i . r r ! r, i . , SCALE: NONE 1� A i �1+ wmi i .. r , • r • •- i -, i IL I L11 WAY • • . "i• i! !!, i SUMP NEW DRAIN, ONCE ELEVATION IS SET GROUT NEW DRAIN BODY SOLID r NEW ALUMINUM WINDOW SYSTEM, RE: NOTES THIS SHEET FOR ADDITIONAL DETAILS NEW L— SHAPED COPPER FLASHING UNDER NEW WINDOW FRAME. FLASHING TO BE WIDTH OF WINDOW x8 "t WITH Y2" HEM DIRECTED WAY FROM FACE OF W.P. NEW HOT— APPLIED W.P. MEMBRANE SYSTEM REINFORCED AT ALL JOINTS IN SUBSTRATE EXISTING DOUBLE TEE STRUCTURE RE: E /S2 COLUMN, G /S2 TREES, AND B /S4 TRELLIS FOR BASE PLATE DETAILS AT NEW PAVEMENT, PROVIDE BACKER ROD AND SEALANT AT TERMINATIONS TO DISSIMILAR MATERIALS, TYP. RE: A /WP2 FOR INSULATION AND PAVEMENT n NEW HOT— APPLIED W.P. — MEMBRANE SYSTEM REINFORCED AT ALL JOINTS IN SUBSTRATE CONT UNDER & ABOVE BASE PLATE NEW WPM OVER TOP SURFACE OF POST ANCHOR NEW ANCHOR BOLTS TO REMAIN YEAR — ROUND. RE: STRUCTURAL `— FLEXIBLE REINFORCING OVER PLATE AND BOLTS NEW WPM CONT UNDER ANCHOR BASE n , s , , r CONDUIT C,.. ��.jj in, .4 ,, NOTES: SOME PIPE MATERIALS (COPPER, BRASS) MAY REQUIRE ROUGHENING /SANDING, IN ADDITION TO PRIMING W /SURFACE CONDITIONER, FOR PROPER ADHESION OF WATERPROOFING. METAL PIPES MUST BE FREE OF ALL OIL AND RUST. PROTECTION BOARD NOT SHOWN FOR CLARITY. ALL PIPES MUST BE ADEQUATELY SECURED TO THE STRUCTURE IN A MANNER SO AS TO NOT INTERFERE WITH THE WATERPROOFING DETAILING AS SHOWN. r , i . r r ! r, i . , SCALE: NONE q e,4 d a 4.A <, A yl 4 d d e• a FLEXIBLE :ad', . REINFORCEMENT 'a • d, d 44 • ,a d A ; -A d q 4 ° • a ,4 d INTERIOR CORNER REINFORCEMENT 9 1 1 l FLEXIBLE FLASHING STRUCTURAL AND ''CONSTRUCTION JOINTS & SHRINKAGE CRACKS >1/16" & AT ALL CHANGES —IN —PLANE <1/4 " IN WIDTH STEP 2 EXPANSION JOINTS UP TO 1 " IN WIDTH AND MAX. 50% TOTAL MOVEMENT ANTICIPATED FLEXIBLE EXPANSION JOINTS 1 " TO 2 " IN WIDTH AND MAX. 50% TOTAL MOVEMENT ANTICIPATED SCALE: NONE STEP 3 COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING WITH A TOP COATING OF HOT — APPLIED WP. NO REINFORCING SHOULD BE LEFT EXPOSED OVERNIGHT. SCALE: NONE EXISTING PAINTED STUCCO, TO REMAIN PROTECT PAINTED FINISHES DURING CONSTRUCTION. AT SIM• REMOVE EXISTING SHINGLES AND INSTALL NEW SHINGLE SIDING & BUILDING PAPER TO MATCH EXISTING EXISTING PAINTED STUCCO, TO REMAIN PROTECT PAINTED FINISHES DURING CONSTRUCTION. AT SIM. REMOVE EXISTING SHINGLES AND INSTALL NEW SHINGLE SIDING & BUILDING PAPER TO MATCH EXISTING EXISTING OR NEW BUILDING PAPER CAREFULLY CUT AND REMOVE EXISTING METAL COUNTER — FLASHING AND FLASHING, PATCH HOLES IN STUCCO AS NECESSARY PAINT BY "OTHERS NEW WALL CLADDING RE: ARCH TUCK NEW FLASHING UNDER EXISTING STUCCO AND BUILDING PAPER, AS POSSIBLE RE: A /WP2 FOR INSULATION AND PAVEMENT NEW COPPER FLASHING W/ Y "HEMMED EDGE PROVIDE BACKER ROD AND SEALANT AT TERMINATIONS TO DISSIMILAR MATERIALS, TYP. t t t t t t OUTSIDE CORNER REINFORCEMENT STEP 1 STEP 2 IL .. t t IL IL ., t STEP 3 COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING WITH A TOP COATING OF HOT — APPLIED WP. NO REINFORCING SHOULD BE LEFT EXPOSED OVERNIGHT, 0 ti— NEW SOLID BLOCKING AT ALL EDGES NEW FLEXIBLE FLASHING :• r r •.• . a • - • a EXISTING OR NEW BUILDING PAPER CAREFULLY CUT AND REMOVE EXISTING METAL COUNTER — FLASHING AND FLASHING, PATCH HOLES IN STUCCO AS NECESSARY PAINT BY "OTHERS" rr NEW OR EXISTING WALL FRAMING, TYPE AND CONDITION UNKNOWN r EXTEND NEW HOT— APPLIED W.P. AND PROTECTION BOARD 11 " MIN. UP WALL OR UP TO THE BOTTOM OF THE EXISTING FLASHING WHICH EVER IS GREATER NEW FLEXIBLE FLASHING EMBEDDED IN HOT — APPLIED W.P. NEW 6 "x 6" 22 GA. S.S. FLASHING (12" LENGTHS MAX) CONT ALL EDGES OF ROOF. SECURE TO WALL AND HYDROGARD © 18" O.C.; ATTACH WITH TAPCONS W /100 # /FT PULLOUT RESISTANCE INTO HYDROGARD IN PRE— DRILLED HOLES EXISTING DOUBLE —TEE STRUCTURE NEW SOLID BLOCKING AT ALL EDGES FLASHING 0 BASE OF WALL C) CRICKET SCALE: APPROX. 3 " =1' -W TUCK NEW FLASHING UNDER EXISTING STUCCO AND BUILDING PAPER, AS POSSIBLE NEW COPPER FLASHING Y2 "HEMMED EDGE ROCK WITHIN Y x Y S.S. 12"x 12 HARDWARE CLOTH AND � I FILTER FABRIC TO RETAIN STONE AT SCUPPER 009 0��� PROVIDE 6" FLANGE 1 0 Q Q Q Q Q 1 AROUND SCUPPER PIPE FULL — SOLDERED AND LO (� ENCAPSULATED BY WATERPROOFING MEMBRANE RE: A /WP2 FOR INSULATION AND PAVEMENT NEW SOLID BLOCKING AT ALL EDGES NEW HOT — APPLIED W.P. MEMBRANE SYSTEM WITH BONDED CAP SHEET REINFORCED AT ALL JOINTS IN SUBSTRATE 0 DOWEL EPDXIED INTO CONC PRIOR TO INSTALLATION OF W.P. RE: STRUCT DWGS DETAIL WATERPROOFING AROUND DOWEL PENETRATION 1T.____ � rr • •411 Ad 4 • d � Y • s �, SCALE: NONE o•, NEW OR EXISTING WALL FRAMING, TYPE AND CONDITION UNKNOWN EXTEND NEW HOT — APPLIED W.P. AND PROTECTION BOARD 11" MIN. UP WALL OR UP TO THE BOTTOM OF THE EXISTING FLASHING WHICH EVER IS GREATER, COMPLETELY EXTEND UNDER & ON TOP OF SCUPPER FLANGE; REINF WITH FLEXIBLE FLASHING NEW FULLY — SOLDERED AND COMPLETELY WATERTIGHT THRU WALL SCUPPER 4 "x4 ", RE: PLAN FOR DISCHARGE LOCATION • r a r ••• r 01 EXISTING DOUBLE TEE FLANGE 4" DIA. C( WITH FIRE ARO PEP FROM EXISTING DOUBLE TEE FLANGE LINE OF SURFACE OF EXISTING MANSARD ROOF r • • SCUPPER DETAIL Building Project T consultants � ARTINIAN PENTHOU SCALE:APPROX. ��,��• g • & Eng Inc. ROOFTOP TERRACE 1520 West Canal Court, Suite 240 sheet Title Littleton, Colorado 80120 Waterproofing Details 303.350.10!00 tel 1 303.350.1004 fax i i L � ! : :. • i•i • �. • ie v J � v STEP 3 COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING WITH A TOP COATING OF HOT — APPLIED WP. NO REINFORCING SHOULD BE LEFT EXPOSED OVERNIGHT, 0 ti— NEW SOLID BLOCKING AT ALL EDGES NEW FLEXIBLE FLASHING :• r r •.• . a • - • a EXISTING OR NEW BUILDING PAPER CAREFULLY CUT AND REMOVE EXISTING METAL COUNTER — FLASHING AND FLASHING, PATCH HOLES IN STUCCO AS NECESSARY PAINT BY "OTHERS" rr NEW OR EXISTING WALL FRAMING, TYPE AND CONDITION UNKNOWN r EXTEND NEW HOT— APPLIED W.P. AND PROTECTION BOARD 11 " MIN. UP WALL OR UP TO THE BOTTOM OF THE EXISTING FLASHING WHICH EVER IS GREATER NEW FLEXIBLE FLASHING EMBEDDED IN HOT — APPLIED W.P. NEW 6 "x 6" 22 GA. S.S. FLASHING (12" LENGTHS MAX) CONT ALL EDGES OF ROOF. SECURE TO WALL AND HYDROGARD © 18" O.C.; ATTACH WITH TAPCONS W /100 # /FT PULLOUT RESISTANCE INTO HYDROGARD IN PRE— DRILLED HOLES EXISTING DOUBLE —TEE STRUCTURE NEW SOLID BLOCKING AT ALL EDGES FLASHING 0 BASE OF WALL C) CRICKET SCALE: APPROX. 3 " =1' -W TUCK NEW FLASHING UNDER EXISTING STUCCO AND BUILDING PAPER, AS POSSIBLE NEW COPPER FLASHING Y2 "HEMMED EDGE ROCK WITHIN Y x Y S.S. 12"x 12 HARDWARE CLOTH AND � I FILTER FABRIC TO RETAIN STONE AT SCUPPER 009 0��� PROVIDE 6" FLANGE 1 0 Q Q Q Q Q 1 AROUND SCUPPER PIPE FULL — SOLDERED AND LO (� ENCAPSULATED BY WATERPROOFING MEMBRANE RE: A /WP2 FOR INSULATION AND PAVEMENT NEW SOLID BLOCKING AT ALL EDGES NEW HOT — APPLIED W.P. MEMBRANE SYSTEM WITH BONDED CAP SHEET REINFORCED AT ALL JOINTS IN SUBSTRATE 0 DOWEL EPDXIED INTO CONC PRIOR TO INSTALLATION OF W.P. RE: STRUCT DWGS DETAIL WATERPROOFING AROUND DOWEL PENETRATION 1T.____ � rr • •411 Ad 4 • d � Y • s �, SCALE: NONE o•, NEW OR EXISTING WALL FRAMING, TYPE AND CONDITION UNKNOWN EXTEND NEW HOT — APPLIED W.P. AND PROTECTION BOARD 11" MIN. UP WALL OR UP TO THE BOTTOM OF THE EXISTING FLASHING WHICH EVER IS GREATER, COMPLETELY EXTEND UNDER & ON TOP OF SCUPPER FLANGE; REINF WITH FLEXIBLE FLASHING NEW FULLY — SOLDERED AND COMPLETELY WATERTIGHT THRU WALL SCUPPER 4 "x4 ", RE: PLAN FOR DISCHARGE LOCATION • r a r ••• r 01 EXISTING DOUBLE TEE FLANGE 4" DIA. C( WITH FIRE ARO PEP FROM EXISTING DOUBLE TEE FLANGE LINE OF SURFACE OF EXISTING MANSARD ROOF r • • SCUPPER DETAIL Building Project T consultants � ARTINIAN PENTHOU SCALE:APPROX. ��,��• g • & Eng Inc. ROOFTOP TERRACE 1520 West Canal Court, Suite 240 sheet Title Littleton, Colorado 80120 Waterproofing Details 303.350.10!00 tel 1 303.350.1004 fax i i L � ! : :. • i•i • �. • ie