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Home My WebLink AboutDRB110394 PlansABBREVIATIONS AFF ABOVE FINISHED FLOOR ABV ABOVE ADJ ADJACENT ARCH ARCHITECT ANCH ANCHOR APPROX APPROXIMATE(ELY) B.O BOTTOM OF BLDG BUILDING BLKG BLOCKING BLW BELOW BM BEAM BNV BETWEEN CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE DEG DEGREE DIA DIAMETER DIM DIMENSION DWG DRAWING ELEV ELEVATION ENG ENGINEER EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVELANT EXP EXPANSION FDN FOUNDATION FF FINISHED FLOOR FIN FINISH FT FOOT (FEET) FTG FOOTING GALV GALVANIZED GR GRADE GYP GYPSUM HDR HEADER HT HEIGHT INSUL INSULATION MAX MAXIMUM MEMB MEMBRANE MISC MISCELLANEOUS MFR MANUFACTURER N/A NOT APPLICABLE NOM NOMINAL OD OUTSIDE DIAMETER OPP OPPOSITE OSB ORIENTED STRAND BOARD PT PRESSURE TREATED PLYWD PLYWOOD R RADIUS RO ROUGH OPENING REQ REQUIRED SHT SHEET SHTG SHEATHING SPEC SPECIFICATION SQ SQUARE STD STANDARD STRUCT STRUCTURAL T.O TOP OF TS TUBE STEEL TYP TYPICAL U.N.O UNLESS NOTED OTHERWISE V.I.F VERIFY IN FIELD SPRADDLE CREEK TRASH ENCLOSURE VAI L , CO 81658 VICINITY MAP NOT TO SCALE SPRADDLE CREEK VAIL.CO 1658 TRASH ENCLOSURE I> 0 o ld) GENERAL NOTES: 1. CONSTRUCTION TO COMPLY WITH 2009 IBC /IRC 2. ALL LUMBER USED FOR FRAMING SHALL BE PRESERVED PRESSURE TREATED OR BETTER 3. ALL ROOF JOISTS ARE TO BE Cad 16" O.0 MAX U.N.O 4. ALL CONNECTIONS ARE TO BE SIMPSON TYP. CONNECT ALL JOISTS TO ADJOINING CROSS BEAMS WITH TYP. SIMPSON TYPE HURRICANE TIES 5. ALL FASTENERS AND /OR CONNECTORS IN CONTACT W/ CORROSIVE MATERIAL SHALL BE HOT DIPPED ZINC GALVANIZED OR HAVE AN EQUIVALENT PROTECTION AGAINST CORROSION. 6. THESE DRAWINGS DEPICT THE DESIGN INTENT AND SHALL BE VERIFIED WITH A LICENSED ENGINEER FOR LIVE LOADS & COMPLIANCE WITH 2009 IBC /IRC. 7. DESIGNER SHALL NOT BE LIABLE FOR ANY ACTS OF OR OMISSIONS BY THE CONTRACTOR, SUBCONTRACTOR OR ANY PERSONS PERFORMING WORK. &WHILE EVERY EFFORT HAS BEEN MADE TO PREPARE A COMPLETE SET OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR. THESE DRAWINGS ARE RELEASED WITH THE ASSUMPTION OF CONTINUED COMMUNICATION AND COOPERATION WITH ALL INVOLVED PARTIES TO ADDRESS SAID ERRORS OR OMISSIONS THE DESIGNER IS NOT RESPONSIBLE FOR ANY DAMAGES RESULTING FROM LACK OF COMMUNICATION. 9. DO NOT SCALE DRAWINGS, WITH DIMENSIONAL DISCREPANCIES PLEASE CONTACT DESIGNER. SAWN LUMBER: 1. ALL SAWN LUMBER SHALL BE GRADED ACCORDING TO THE RULES OF WESTERN WOOD PRODUCTS ASSOCIATION OR WEST COAST LUMBER INSPECTION BUREAU 2. EXCEPT AS NOTED OTHERWISE, ALL SAWN LUMBER SHALL HAVE A MINIMUM MOISTURE CONTENT OF 19Y 3. MINIMUM NAILING ACCORDING TO IBC 2009 TABLE 2304.9.1 SHALL BE PROVIDED FOR ALL MEMBERS, U.N.O 16 1#' r I O f ,6l� DESIGN REVIEW SHEETS: A2.1 SITE PLAN A5.2 BUILDING S{ =C TION �. A3.0 FOUNDATION PLAN A10.1 FIRST LEVEL RCP All FIRST LEVEL FLOORPLAN Al2.1 DETAIIJK� [ AUG PLAN C� IE 0 v E A4.1 SOUTH ELEVATION A4.2 WEST ELEVATION 2 9 2011 A4.3 NORTH ELEVATION A4.4 EAST ELEVATION A' A5.1 BUILDING SECTION N O F VAIL GENERAL INFO No. Description Date PROJECT u 2011.103 DATE 21.07.2011 A1 .0 DRAWN BY HDB CHECKED BY HDB SCALE 12" = V -0" RIVA GLEN Cr.. = I CURB SLOPED DOWN EDGE OF ROADWAY I - ROCK RETAINING WALL NOT TO EXCEED 4' -0° EXISTING ASPHALT ROADWAY I - EXISTING GRADE SHOWN 14 tAff. - I CURB SLOPED DOWN (= I DASHED TYP. 9' - 1" CLR. II I WHILE DOORS OPEN - I I I IIII I II I II I I I _ - � � , •,�'� � �� ° I _ I I I I - III - INA III -III I A4 �. _, ::: A4 4 - I II IIIII I I I I III III - I I I I == TURALGRADESLOPE— I CONC I 11 -11LL I I - 14' 2" = 11 = 1 1 11 I I - 1 I - 1 I I 1 11 I - - 1 1 I 1 iii iii =iii= - .k4.3 I_ _ I I - I I _ I I III - I II _ III - I - 3 TREES TO BE REMOVED III - I I I -III -I I II -_ - -III -I - II I I I I I I I - I I II I - I - I I -_I I I I I_ I I -I II I I I I - I I I I _ I I - 1111 _ III - I _ I _ III -III- I__ I III -I I_ i t -I I i I III -I I I I - I _ I II I III - I I I I III - I I II I I I -I 111 -I _ -111- I I -I I -III -I I -1111 I_ I -111- I I III - III - I - I I - III -III_ - I- III - III -I I I_I I II I I I - III - I - I I I - III - I I - 1111111 I I �� i- I I I I -III -I - III -III I - I - 111 - III - III - III I - - I -I I I-I 11 -I I I -I I II I El I II II I I- I I I I _ I I I - I I I _ I - III - III -111 -I 1 -I GENERAL NOTES: =1 ALL LANDSCAPING NOT SHOWN TO REMAIN _ I I -I I N - 2.TREES TO BE REMOVED SHOWN DASHED 111 I I — III — III — I I - 3.0 RIGINAL GRADE SHOWN DASHED SITE PLAN inn ,.rr H,WSEN Vq,L.GO B,65H �y 4 h,E r , SPRADDLE CREEK TRASH ENCLOSURE No. Description Date PROJECT M 2011.103 A2 .1 DATE 2 DRAWN BY Author CHECKED BY Checker SCALE A4.1 IIIII I 1E — III — I _ I — IIII I I I I _— _ II I I I — I _ —III —I I I — I — I— _ — DOO OPENING — 08 II I I III __ '- — III — III — i — III —_ — I III I I — III — °I I 6 . III LI 11 -11 —III —I = III III =III= = i = ) — B" FOUNDATION WALL PER STRUCTURAL _ ��— BUILDING CODE i I — I —FOUNDATION WALL STEP- 1 ,_ 7 „ -6 Y -8" i .l. - a l 1 1 I I i =1 I I1 � i� ...= � � -:..�. ,. , = : _' -' • � ..- : �' , . -.:, .. - , : • '.._ - ::�� . ..: . ....:. ..::a.:' =W 1 I I =1 I I1 C — I I I FOOTINGI I I STRUCTURAL I I — l i ° a _B UILDING CODE n . I Ed I i :- II 1 =1 I A4.? 111 I1 =111 =1 1= 1= 111 =1II _. III — III III — III I .." e . — III —III I II I I I 11 � a.. o _ I - - ��_ — I i1 I II I I_ I'I I III I I III —III 1 1A4.4- i I F I I III — III — I I 1I — I 1 I1 I —I I I — I I - — _ -- - ... .. ; . , . , ; . • :..t .- ' . '...- _ .; ' •• • , . ' ' .. ;. �; a 4 , " . — I 1 11 11 i — III - i 1 — co 1 I I — I I — I —_I 'e ; I — II _— � __ —_ — I — III — 1 _ III — I _ 1111 I i i I — _— ,3.2� — _— —— I — I — III — III — I — I — 1I — I I — III — I I III - - I I III —I I — A4.3 1 I II I — IIII — I I III — I I -1111 I —111_ I I —_� — III —III— I Mi I I —I I E I I I -111 — I 1 E I IE I El I I I_ I I E I I — I I _I I I —I I I I I I I I I I 1 1 1 I II I II 1 111111 II I I —I I I— -I I I -IIII I -I I - III - I I- III III - I II I -III- II I - I III -III -I I - FOUNDATION P LAN T I - I . Mnr Hiw3Eti NL.CO eisss Ah &t 0 0 f olp SPRADDLE CREEK TRASH ENCLOSURE No. Description Date PROJECT x 2011.103 A3.0 DATE 21.07.2011 DRAWN BY Author CHECKED BY Checker SCALE 1/2" 1' -O" A5.1 GALV METAL SLEEVE IN ROADWAY FOR DOOR PIN TO BE HOUSED WHILE OPEN AA . 1 EDGE OF ROADWAY 00, V-0. 1' - 11 1/2" T T CUM SLOPED DOWN I I 9' - 1" CLR. 7( WHILE DOORS OPEN 2X4 FRAMED DOOR W/ EXT. SIDING & TRIM 0 EXTERIOR ---- 1/4" PER FT. SLOPE HEAVY DUTY HINGE ATTACHED TO WALL STAINLESS STEEL LATCH �' 0 • ;0 6" CONC. PAD SLOPED TO DRAIN u 0 - =1 111 _NATURAL G - IC. FM WALL El I I�El Ed I V- 11 1/2" 5 -11 , TRASH RECEPTACLE .7 RECYCLING .1/4" PER FT. SLOPE, RECEPTACLE. % -j A 1/4" PER FT, SLOPE 1/4" PER FT.SLOPE _ 0 -.,CONC. 0 -2.5 WALL RE:DETAIL' A4 z N- s", EXISTING ASPHALT ROY GALV METAL SLEEVE IN ROADWAY FOR DOOR PIN TO BE HOUSED WHILE OPEN CURB SLOPED DOWN TWiN OF VAN- DESIGN REVIEW' STAFF APPROVAL -5" -8 O L, A5.2 NATURAL GRADE SLOPE N FIRST FLOORPLAN NE E No. Description MALT 1- IAIV3EIV AIL.GO 1658 SPIFIADDLE CREEK TRASH ENCLOSURE Date PROJECT x 2011.103_ DATE 21.07.2011 DRAWN BY HDB CHECKED BY A3.1 SCALE 1/2" - l'-O'* ENTRY / DOOR BELOW CONCRETE W/ STONE VENEER HEADER TBD A4.2 1 STONE 8 CONC. PARAPET CAP TYP. 1 A5.1 A4.1 1 1' ■ NATURAL GRADE TO MEET EARTHEN ROOF 1 A4.3 47 V t F Vim\ DESIGN REVI STAFF APP ROVAL 1 A5.2 1 A4.4 ROOF PLAN MALT H.oNSEN �a��osssa hit *,"p SPRADDLE CREEK TRASH ENCLOSURE No. Description Date IIII I I I I I -1.12 SLOPE 1 I I1 I -1 I I1 1 I I1 =11 11= I 1 =1 I =1 I = I- 11 I -1 I I- 11 EA RTHEN ROOFING- IIII I I - I IIII I - I I - I I III III - IIII I I I I I- I _ III -_ - III I I - III III - III - I I -I I I - I I I I I I I - III ; I I I I I I I I I II - III E ARTHE N ROO FING_ I _ II -11 111 101 - I I_I I- I -I 11 -11 -III- 11 I 1 I1 =1 111 = I I1 1 I 1 I1 III III - I I I I IIII III - I - I I III - III - I IIII I I I I -I - III - I I I I I -I - II - Mi I II - III ■ NATURAL GRADE TO MEET EARTHEN ROOF 1 A4.3 47 V t F Vim\ DESIGN REVI STAFF APP ROVAL 1 A5.2 1 A4.4 ROOF PLAN MALT H.oNSEN �a��osssa hit *,"p SPRADDLE CREEK TRASH ENCLOSURE No. Description Date PROJECT s 2011.109 A3 .2 DATE 21.07.2011 DRAWN BY HOB CHECKED BY HDB SCALE 1/2" - 1' -0" PARAPET CAP OVER CONC. & STONE VENEER SLOPED TO DRAIN TYP. POURED IN PLACE CONCRETE HEADER W/ STONE VENEER OR NOTE: REUSE EXISTING ROOF TRUSSES, ROOF SHEATHING, METAL ROOF, & FASCIA - REMASON FIREPLACE TO MEET PARK COUNTY CODE FOR EXHAUST ABOVE ROOF RIDGE -- ROO F 10'- 0 1 /21 /2 "�VV N CV - 1 - - 14'- 0" V-111/2" 10' - 1" 1' - 11 1 /2 4" +/- GAP B/W BEAM & T.O DOOR L ANGLE TO SUPPORT STONE ON CONC. HEADER 4" OPENING METAL LATH B/W 1X4 TRIM & DOOR FRAMING HEAVY DUTY HINGES TO SUPPORT DOOR DRILLED /SCREWED INTO CMU WALL TYP. lmmmmmmimmi®■ MV, OF 4 DESIGN REVD STAFF APPROVAL �a •a mmmmmmmmi DOOR LATCH ABOVE HANDLES `v i- (2) HANDLES ONE ON EITHER DOOR SCREW /NAIL TO HOLD METAL ROD DOOR LATCH UP WHILE DOOR OPEN METAL ROD DOOR LATCH CONC. CURB SLOPED 1x4 TRIM @ T.O & SIDES OF DOOR EXISTING DRIVEWAY / ROADWAY CONC. CURB SLOPED FIRST LEVEL _ _f _ 0 1 : GALV STEEL SLEEVE TO HOUSE I- METAL ROD LATCH =1 1I- • � �° � - — 1 11 1 11 I = 1 11 11 I = 1 I I - 1 11 I I 1 =1 =__ iii iii —iii =i I FE I I — I — III I I I I I III I I— I I— — IIII -CO I I F O U NDATION I WALL BEYOND T EI I F —_ T.O. Footin = II I =III = I = = III = II I = I I = = I = = I = I =I I= I I =I I = I = I — III =I I =III = III = . �_ I �I I- � �-.l —I Uhl I III I _ I C I I I I I I I IuTI u!! IIII — �I I�1� B.O. Footing „ =III =III =1 1 I1 I =III =1 I =III1 I I I =III =1 11 III = I I =III I = I =III= 11 = 1 = I = III =1 -� 6 — III III =1 I —I I —I I IIIIIII I— l I — III= I III — III — III — III —III I I— III E II —III I I1 1 —111-111- T_ —111 -11 I =1 —111 = SOUTH ELEVATION ' MATT HANBEN -A,1 �oes=8 SPRADDLE CREEK TRASH ENCLOSURE No. Description Date PROJECT u 2011.103 A 4 . 1 DATE 21.07.2011 DRAWN BY Author h +t � CHECKED BY Checker SCALE As indicated STONE & CONC. PARAPET CAP SLOPED TO DRAIN 1 T EARTHEN ROOF BEYOND _ ROOF � 10'- 0 1/ 1 — — — — — — — — — — NATURAL EARTH SLOPE _ I I E L ANGLE TO SUPPORT STONE — INSTALLED ON -SITE PER NATO I DESIGN REVIEW I I :GRADE i i iii =iii= 1= I I —I 1I- STAFF APPROVAL . 1 I i 1 =1 11 I 1 I 1 I 1 1= I I I I_ I — I I I FEd I Ed �I — I I — III —I I I II I — STONE VENEER ON CONIC. WALL ICI — I I � — IIII I — I I — I I — I I II I I — I I B I I I IEI I I ( — UNDER 4' -0" BOULDER RETAINING ( - WALL AS NEEDED I.� EXISTING DRIVEWAY / ROADWAY -11 E I — I I — I I — I I 11 I — I I I — II I — I —I I II - —I I Ed III —I I I-d I —I I I— I I I — III — I I I— I I � I �I �4 ( —FIRS LEVEL — _ — — _ _ _ — — — — 0 -O = I I III — — I — I— I— =1 I =I I I= = I =I I I =�= = I I Ed I I= I I I I I I 1 11 =1 =1 1 I 1 I = =1 I I 11 1 =1 1 I I =1 11 =1 iii iii iii iii CONIC. FOUNDATION WALL BEYOND _ = I I —III (I I I I I I I I— I I III I I— III — I I— I I— III —� T.O. Footin „ _� 1 I 1 =1 1= III =III =� I1 III I —� — III —II— I II I I� —III —I I I —II —III —� I -4 -o T (I=II II -— _ - -I� III =I �I- -�I IuT —Footing 1' EAST ELEVATION n�wrr swsE.a �a��oe;bsa A N., o e o p go SPRADDLE CREEK TRASH ENCLOSURE No. Description Date PROJECT x 2011.103 A4 . 2 DATE 21.07.2011 DRAWN BY Author CHECKED BY Checker SCALE 1/2" - V -O" A5.1 CMU PARAPET CAP SLOPED TO DRAIN _ ROO 10' _ EARTHEN ROOF REASSEMBLY 0 i/Al2.1 STEEL ANGLE TO SUPPORT CONCRETE SLAB I I I I - III _ CONC. ONLY BACK SIDE OF T _ BUILDING. STONE VENEER ON CONC. �__ I — III IN FDTN WALL EVERYWHERE ELSE I 4- 1 . I 'I � �r '- -T F A DES F � R®V ti I I I —III — I I � A 1 1 =111 I =1 11 11 = 1 1 1 1= 1 1= 11 == X11 11 I -1 1 1 I ICI - I -- I I I I 1 I I d I III — I — III I — I I I I I I I III —III— ,I - CONC. FDTN W ALL = �� —I I I I_— III _ — I mo_— III (II I I I I I I — I II I i l I II i I I I — I I all— I'IIIII I - -_ — I I I I I I I 1 - I— I I III— —I I - - - - - -FIRST L EVEL /1 III----------- -rt- = == = 1 I I 1 11 = 1 I 1 1 1 1 11 1 I TH SHOW 0 F - NOTE EARN (� FOUNDATION M I I I (LEVEL FOR GRAPHIC PURPOSES( 1- 1 1 1 I -III I� I I MI 11 1 1I I -1 11 1 1 1 1 -1 -1 I I I I -1 I -I I'l l 1 iii =iii WALL BEYOND CONC. FOUNDATION = � � — =1 11= I = I C I I I = = I =1 11-11 = 1 1 = I =11 =1 1= I =III —I I ICI I — I —III — I —I T.O. Footin I• �I1 =11� 11__I � = 111 I• �_= I — — I �l =_ -41-011 U= =1 =I — — I B.O. Footi = 1 i 1 III = III = III = III = I = 11 = III =1 I = 1 I I = I II I = III = III = III = 1 I =1 I = 1 I F 11 NORTH ELEVATION M,,r 1IMISEN r•,o�o.aoi.iioo va�.co aissa h '� SPRADDLE CREEK TRASH ENCLOSURE No. Description Date PROJECT M 2011.103 A4.3 DATE 21.07.2011 DRAWN BY Author CHECKED BY Checker SCALE 1/2" A5.2 10' -0" ALL EXTERIOR MATERIALS ARE TO MATCH COLOR AND TEXTURE OF EXISTING MATERIALS ON ADJACENT PRE- EXISTING HOUSE. PARAPET CAP SLOPED TO DRAIN STONE VENEER ON B" CONC. WALL EARTH SLOPE OF VAIL DESIGN REVI STAFF APPROVAL i L -ANGLE TO SUPPORT STONE INSTALLED ON -SITE PER NATURAL GRADE EXISTING ROADWAY ( -,- 1 I - _ _ _ FIR ST LEVEL 0 - 0 I —� = = =I I M _ II I = = I I = 1 = I = = 1 = I -- I 1E1 —I I ± I Ed I —I I— I I —I II— I— I I III — I � i i =iii =iii IC NC. F WA BE Y ON = I I I� III —I 11 III =1 1= 11 =1 1 11 1 11 I I —I I I_I 11 =1 11 I iii =iii =iii =1 I I I= 1 1 1 1 1 I� 1=111 I I� 1=111�I I= 11 =1 11 1 I Ed I d I 1 11= I III�—�III I I1 1 �� 111 � E � 11 � E � E I��I��II 0 _s" 9'_2" 0'_6" If 6 le WEST ELEVATION MATT HAIJ SPRADDLE CREEK TRASH ENCLOSURE No. Description Date PROJECT x 2011.109 d A . 4 DATE 21.07.2011 DRAWN BY Author , Ni i CHECKED BY Checker SCALE As indicated 1 A5.2 1:12 ROOF SLOPE EARTHEN ROOF SLOPED 0 END STEEL ANGLE TO STOP CONCRETE STEEL ANGLE TO SUPPORT DECKING CONC. WALL 0) NORTH ELEVATION ONLY STONE VENEER 0 WALL EVERYWHERE ELSE LAP WATERPROOFING FROM EARTHEN ROOF DOWN CONC. WALL TO FDTN FOOTING 4" OF GRAVEL UNDER SLOPED CONC. SLAB SLOPED CONC. SLAB RO 10'- 0 1/2" POURED IN PLACE CONCRETE W/ STONE VENEER P.T WD. FRAMED DOOR TTY;v i *" OF �, Alt f -jESIGN REVIEW- STAFF APPROVE, �1 • �� • ❖oiiii�i�i�i0•iiiiii! iii 'iiiiiiiiiiiii•�•�D�i�i- � -�� • e / � BUILDING SECTION Mwrr ruwaeH �ti+ r S P RAD D L E CREEK TRASH ENCLOSURE No. Description Date PROJECT n 2011.103 A5. DATE 21.07.2011 �6e DRAWN BY Author 4" OF GRAVEL UNDER SLOPED CONC. SLAB SLOPED CONC. SLAB RO 10'- 0 1/2" POURED IN PLACE CONCRETE W/ STONE VENEER P.T WD. FRAMED DOOR TTY;v i *" OF �, Alt f -jESIGN REVIEW- STAFF APPROVE, �1 • �� • ❖oiiii�i�i�i0•iiiiii! iii 'iiiiiiiiiiiii•�•�D�i�i- � -�� • e / � BUILDING SECTION Mwrr ruwaeH �ti+ r S P RAD D L E CREEK TRASH ENCLOSURE No. Description Date PROJECT n 2011.103 A5. DATE 21.07.2011 DRAWN BY Author CHECKED BY Checker SCALE 1/2" I I - I I EXPOSED FRAMING 0) INTERIOR OF DOOR P - 1 Al2.1 —I — CONC. WALL 5X5X7/2 STEEL ANGLE TO SUPPORT STONE TYP. RE: ELEVATION I T 4" OF GRAVEL UNDER SLOPED CONC. SLAB - a 1 T �11�11�11�11�11�11�11�11�11 1` ;V i�; OF VAfL 0 0 rjESIGN REVIEW STAFF APPROVAL I 1 11 1 -1 1 1- - -1 1 F: I El FIRST LEVEL rld� AOT GALVAN12ED DIPPED TO HOUSE LATCH INTO _ROOF 10'- 0 1 /2�" BUILDING SECTION MATT HANSEN N il - SPRADDLE CREEK TRASH ENCLOSURE No. Description Date PROJECT x 2011.103 A5 . 2 DATE 21.07.2011 DRAWN BY Author CHECKED BY Checker SCALE 112" - 1 - A5.1 A4.1 1 P.T WD. FRAMED DOOR RE: ELEVATION & SECTION A4.2 1 a° -. �• e STEEL DECKING a e °. HE 1 A4.3 - III I IIIIIIIII d " e a CONC. WALL 4X4 STEEL ANGLE 1 A5.2 DESIGN REVIEW STAFF APPROVA:,L 1 A4.4 FIRST LEVEL RCP F•.fl10.401.1100 VAIL.CO BlaSa `pl �y SPRADDLE CREEK TRASH ENCLOSURE No. Description Date PROJECT u 2011.103 A10.1 DATE 2,.D7.20„ DRAWN BY Author CHECKED BY Checker SCALE 112" = V -0° r. 6' MIN. EARTH 8 PLANTING MEDIUM OVER FILTER FABRIC OVER DRAINAGE MEMBRANE /MIRADRAIN OVER W.P MEMBRANE OVER 21/2** POURED IN PLACE CONC. SLAB OVER STEEL DECKING SUPPORTED ON 4X4XI/2 L- ANGLES EXPANSION BOLTED INTO CONC. WALL PARAPET CAP ON CMU WALL SLOPED TO DRAIN FLASHING SHIMMED TO DRAIN OVER W.P MEMBRANE LAPPED OVER T.O CMU WALL LAP W.P MEMBRANE OVER T.O CONC. WALL 4" STONE VENEER W/ 1' MORTAR SETTING BED POURED IN PLACE CONC. FDTN WALL PER STRUCTURAL g� 5X5X1/2 STEEL ANGLE RE: ELEVATION 6 SECTION FOR DETAIL riESIGN REVIEW. S -GAFF APPROVAL J CONC. FOUNDATION WALL W/ REBAR REINFORCEMENT PER IBC BUILDING CODE CONIC. FOOTING PER STRUCTURAL 4" DIA. EXT. WALL DRAIN SET IN GRAVEL 1 FOUNDATION DETAIL 1 11 = 1 - DETAILS • MATT HANSEN A N, e" t - SPRADDLE CREEK TRAS H ENCLOSURE No. Description Date PROJECT !t 2011.103 Al2.1 DATE 21.07.2011 DRAWN BY HDB CHECKED BY HDB SCALE 1" - V -O"