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SDP201500043 Letter of Revision Letter of Revision 1 2017-03-16
`Is LjRGiNL� COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 March 16, 2017 Nathan Rasnick 2100 East Cary Street, Suite 309 Richmond, VA 23223 RE: L0R#1 for SDP -201500043, Tax Map/Parcel #076000000054A2 Mr. Rasnick, This letter approves your submitted Letter of Revision for the above referenced site plan. The letter of revision proposes the changes as shown on the attached plans and letter dated 2/21/2017. There are no other changes to the approved plan proposed. This is the first (1 sc ) Letter of Revision for this site. Three (3) Letters of Revision are allowed, after which all required changes must submitted in the form of a site plan amendment. Sincerely, Megan Yaniglos, AICP Principal Planner County of Albemarle Department of Community Development Phone: (434)296-5832 Ext 3004 Attachments: Site Plan Change and request letter Application for Letter of Revision 91 Letter of Revision = $108 Final Site Plan Name and Number: Fifth Street Place - SDP -2015-043 COntIld (who should we contact about this project) Nathan Rasnick Street Address 2100 East Cary Street, Suite 309 City Richmond state Virginia zip Codc 23223 Piwnexumber,(804) 771-9119 Etnall nrasnick@rkk.com Owner of Record 5th Street Apatments, LLC Street Address 555 Fayettville st Suite 210 City. Raleigh State NC zip Code 27601 Picone Number 919-845-3306 Emnil Jmurray@drp-Ile.com ApplicRlltJoe Murray Street Address 555 Fayetteville Street, Suite 210 City. Raleigh State NC Zip Code 27601 Phone Number (919) 369-6766 _ Email jmurray@DRP-LLC.com SUBMITTAL REQt1IREMENTS: 10 The appropriate fee, ® The site plan number that the change applies to, 10 A request letter describing the proposed changes from the owner or authorized agent, 10 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the aUUroved titlal site Plan, or on an I 1"XIT' copy of that portion of the aAllroyetl final site plan. Owner/Applicant Must Read and Sign I hereby certify that3he information provided on this application and accompanying information is accurate, true and correct to the best of my knowled td belief, 2/22/2017 c..S'Zph of Own r, Agent Date Ja Murray Sr 919-845-3306 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR # �J- d j ,t`' � r Pee Amount S 6d� � Dole Paid; -a3•" la By,,fio? �t OA) J1E� "receipt N M,30.4 CId1 JJ40 By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 PAX: (434) 972-4126 REVISED 11/02/20I5 Page 1 of I RK K_ MEMORANDUM 2100 East Cary Street Suite 309 Richmond, VA 23223 Phone 804.782.1903 Fax 804.782.2142 www_rkk_rnm Date: February 21, 2017 To: Megan Yaniglos- Principal Planner Department of Community Development -Planning Services 401 McIntire Road, North Wing Charlottesville, VA 22902 From: Nathan Rasnick, PE (RK&K) Cc: Malachi Mills, PE (RKK), Joe Murrary (DRP) RE: SDP -2015-043 Fifth Street Place- Letter of Revision Letter of Revision 1, Compactor enclosure: In order to drain the trash compactor enclosure to the sanitary sewer Albemarle County Service Authority required that the trash compactor be fully enclosed and under roof. The approved plan only indicated that half the compactor was enclosed and under roof. The attached drawings (C-026, C -02C, C -08B & C -09C) now show the compactor fully enclosed. The same materials are proposed to extend the enclosure to include the entire compactor. These changes have been coordinated with Albemarle County Service Authority. We request that the compactor enclosure be allowed to be extended to comply with the service authority. Please note that this extension will better screen the equipment from public view. 2. Graded slope behind building 5: • The cut slope behind building 5 adjacent to 5t''street was proposed to generate fill material for other areas onsite. While grading this slope rock was encountered before approved plan grades were obtained. The attached drawing (C-098) indicates the grades obtained before encountering rock. The storm sewer line behind building 5 was adjusted to be outside of the area where rock was encountered; this change was coordinated with county engineering staff at the time of construction. To eliminate further rock removal, we request that grades obtained before encountering rock be allowed with this revision. Please note that these grades are less impactful than the original plan. 3. Additional water connection to building 5: • An additional water meter and associated service line are required for building 5. The revised plan sheets (C-0813, C -10B & [.1.04) are attached. These changes have been coordinated with Albemarle County Service Authority. The landscape plan was revised to move the adjacent tree so that it is not located within the associated easement. Scale: 1/4 l'-&* 20'.-2-1/2' T/O RIDGES ARCHITECTURAL ROOFING SPINGLE5 12 12 AIRI ;1/ FIBER CEMENT PANELING ON FIBER CEMENT PANELING ON BUILDING WRAP ON 1/2" BUILDING WRAP ON 1/20 EXTERIOR GRADE PLYWOOD EXTERIOR GRADE PLYWOOD 51-411 51-411 2 METAL STUD FRAMING 2 METAL STUD FRAMING I T/O GATE fill I x 4 FIBER CEMENT TRIM NEI 4 FIBER CEMENT TRIM 4' x 2 STEEL TUBE FRAME N\ BRICK VENEER (PERIMETER t DIAGONAL) 4... .. DOOR SWEEP WITH RAIN DRIP CANE BOLTS I CA51NG AT GATE BOTTOM o ......................... .................. ........... ISIP f-ol T/O SLAB -8 1 '/" a 14' T�/05LA�5 CO.U.,PACTOR/ RECYCLING FRONT ELEVATION - CANE BOLTS ROLL -OFF COMPACTION CONTAINER Scale: 1/4" = 1%0" HT ELEVATION Scale: 1/4" = 1'-0" ARCHITECTURAL ROOFING 514INGLES--,, 12 av NOTE. LATCH MUST BE AT BOTTOM OF TWE DOOR W' x 30" STEEL DOOR TRASH DROP INTO CPUTE 5PLA5W BLOCK COMPACTOR/ RECYCLING LEFT ELEVATION Scale: 1/4" = 11-0'0 20'-2-1/2' T/ORI E ARCHITECTURAL ROOFING ,--SPINGLES 12 .N8 STATIONARY COMPACTOR, BASIS OF DE51GN - WASTE INDUSTRIES, MODEL RJ -22555 BRICK VENEER 01-01., T/O SLAB a 11,40 W-2-1/2" T/O RIDGE Rl-02 30" x 30' PAINTED 20'-2-1/2' �2 DESIGN - WASTE 8" CONCRETE INDUSTRIES, MODEL 0 - R 40 CC o ARCHITECTURAL ROOFING T/O RIDGE T/O BRICK SHINGLES PRECAST CONCRETE > COPING, TYP, BOLLARD5 4'-0' TALL J - E 121 BRICK VENEER LAJ OVER REINFORCED 8' CMU r 3' x 7' HM DOOR Lu AND 2" PM FRAME (a WIDE TRENCH Z .. ........ T/O SLAB HIGH POINT CL L DOWNSPOUT T/O SLAB LOW POINT"' 2 DRAIN W1 GREASE uj QQ j LLI 2 Q _j C) ARI -02 INTERCEPTOR- SEE ARI -02 F-4 CC CC z W 0 E 0 0 < pT C7% Of z CIVIL FOR CC M COMMISSION NO: 14,,063.00 U) DRAWING NO: � T/O 13R ICK w aw L'_ F- 2 LL u)_ o LLJ AR1 - STORM SYSTEM �41-02) ALL -IN -ONE issur/RrvisioN MI'VIS V) ISSUED FOR CAF FROGRESSSET CL Mq PRINT 43 'S D.S Z) . ......... BRICK VENEER Nor- .... ...... of _j T/O SLAB T/O SLAB COm.PACTOR/ RECYCLING REAR ELEVATION Scale: 1/4 l'-&* 20'.-2-1/2' T/O RIDGES ARCHITECTURAL ROOFING SPINGLE5 12 12 AIRI ;1/ FIBER CEMENT PANELING ON FIBER CEMENT PANELING ON BUILDING WRAP ON 1/2" BUILDING WRAP ON 1/20 EXTERIOR GRADE PLYWOOD EXTERIOR GRADE PLYWOOD 51-411 51-411 2 METAL STUD FRAMING 2 METAL STUD FRAMING I T/O GATE fill I x 4 FIBER CEMENT TRIM NEI 4 FIBER CEMENT TRIM 4' x 2 STEEL TUBE FRAME N\ BRICK VENEER (PERIMETER t DIAGONAL) 4... .. DOOR SWEEP WITH RAIN DRIP CANE BOLTS I CA51NG AT GATE BOTTOM o ......................... .................. ........... ISIP f-ol T/O SLAB -8 1 '/" a 14' T�/05LA�5 CO.U.,PACTOR/ RECYCLING FRONT ELEVATION - CANE BOLTS ROLL -OFF COMPACTION CONTAINER Scale: 1/4" = 1%0" HT ELEVATION Scale: 1/4" = 1'-0" ARCHITECTURAL ROOFING 514INGLES--,, 12 av NOTE. LATCH MUST BE AT BOTTOM OF TWE DOOR W' x 30" STEEL DOOR TRASH DROP INTO CPUTE 5PLA5W BLOCK COMPACTOR/ RECYCLING LEFT ELEVATION Scale: 1/4" = 11-0'0 20'-2-1/2' T/ORI E ARCHITECTURAL ROOFING ,--SPINGLES 12 .N8 STATIONARY COMPACTOR, BASIS OF DE51GN - WASTE INDUSTRIES, MODEL RJ -22555 BRICK VENEER 01-01., T/O SLAB a 11,40 r_51k� ARI -01 Y_44 II y10 3 PREF0SHED ALUMINUM COPING W/ SLOPE DOWN CLEATS /FT HIGH TENP, RE515TANT SELF -ADHERED FLASHING P.T. V400D NAILER STRIP 1R, I CONTINUOUS SEALANT 4" X 2 1/2' TUBE STEEL I x 4 FIBER CEMENT TRIM SEALANT INTERIO2 1/2' METAL STUDS R 51 OF DE RECYCLING BUILDING 0 5X4" FIBER CEMENT PANELING X11 CQi"'1MERCIAL BUILDING WRAP Y2" EXTERIOR GRADE PLYWOOD SECTION DETAIL AT RECYCLING GATE 7 ) scale: 3. = I,, GUTTER, TTP. EQ. EQ. EQ. 4 COMPACTOR/ RECYCLING ROOF PLAN A131-01 Scale: 1/4" = I-V' 51DENALK MASONRY SCREEN WALL W/ PRECAST CAP, TYP, 4 ALL -IN -ONE CONTAINER, - IASIS OF DESIGN - WASTE INDUSTRIES, 8 YARD BOX E %; E OF I Is 1-02 121-1ff I. 3'-A' 1- 3-4 2q' -Il' SURFACE MOUNTED FIRE EXTINGUISHER CABINET 2 W-2-1/2" T/O RIDGE ROLL -OFF COMPACTION 30" x 30' PAINTED CONTAINER, BASIS OF �2 DESIGN - WASTE 8" CONCRETE INDUSTRIES, MODEL 0 - R 40 CC o BRICK HEADER q1 -Oil T/O BRICK DROP INTO CHUTE PRECAST CONCRETE > COPING, TYP, BOLLARD5 4'-0' TALL BRICK VENEER LAJ OVER REINFORCED 8' CMU r 3' x 7' HM DOOR Lu AND 2" PM FRAME (a WIDE TRENCH Z > T/O SLAB HIGH POINT CL L < T/O SLAB LOW POINT"' r_51k� ARI -01 Y_44 II y10 3 PREF0SHED ALUMINUM COPING W/ SLOPE DOWN CLEATS /FT HIGH TENP, RE515TANT SELF -ADHERED FLASHING P.T. V400D NAILER STRIP 1R, I CONTINUOUS SEALANT 4" X 2 1/2' TUBE STEEL I x 4 FIBER CEMENT TRIM SEALANT INTERIO2 1/2' METAL STUDS R 51 OF DE RECYCLING BUILDING 0 5X4" FIBER CEMENT PANELING X11 CQi"'1MERCIAL BUILDING WRAP Y2" EXTERIOR GRADE PLYWOOD SECTION DETAIL AT RECYCLING GATE 7 ) scale: 3. = I,, GUTTER, TTP. EQ. EQ. EQ. 4 COMPACTOR/ RECYCLING ROOF PLAN A131-01 Scale: 1/4" = I-V' 51DENALK MASONRY SCREEN WALL W/ PRECAST CAP, TYP, 4 ALL -IN -ONE CONTAINER, - IASIS OF DESIGN - WASTE INDUSTRIES, 8 YARD BOX E %; E OF I Is 1-02 121-1ff I. 3'-A' 1- 3-4 2q' -Il' SURFACE MOUNTED FIRE EXTINGUISHER CABINET 2 30" x 30' PAINTED z ry RD 8" CONCRETE 0 STEEL DOOR TRASH o 4 FILLED STEEL DROP INTO CHUTE > BOLLARD5 4'-0' TALL PROVIDED BY NA5TE INDUSTRIES WITH LAJ w _j r Lu 0 (a WIDE TRENCH Z > COMPACTOR CL L < 0 2 DRAIN W1 GREASE uj QQ j LLI 2 Q _j C) ARI -02 INTERCEPTOR- SEE ARI -02 F-4 CC CC z W 0 E 0 0 < pT C7% Of z CIVIL FOR CC M COMMISSION NO: 14,,063.00 U) DRAWING NO: .40 CONNECTION TO w < L'_ F- 2 LL u)_ o LLJ AR1 - STORM SYSTEM �41-02) ALL -IN -ONE issur/RrvisioN MI'VIS V) ISSUED FOR CAF FROGRESSSET CL Mq PRINT 43 'S D.S Z) Nor- OUTLINE OF ' ROOF ABOVE SLOPE TRASW C'OMPACTOR SEE CIVIL..DNG'S N -F FOR GRADING __------ - ARI02�- 1,-01€ff 69 0'1 A" P FT. - till It I 110 T, - - -- - - - - - - - - 40-10" CLEAR INSOE W-1 I. DASHED LINE INDICATES --7 FACE 70E— 20 -( '- PRECAST CAP ABOVE DOWNSPOUT REFER TO ARCHITECTURAL PLAN AR 1-O FOR DIMENSIONS lz Q w IN 51 a Ci I— l uj U- LLJ 0 V) m m (j) C14 C/) Z 0 JOY 401014074 z ry RD 0 LLJ 4 > LAJ w _j w Lu 0 Z > CL < 0 > uj QQ j LLI 2 Q _j C) LU F-4 CC CC z W 0 E 0 0 < pT C7% Of z CC M COMMISSION NO: 14,,063.00 U) DRAWING NO: .40 AR1 —01 w < L'_ F- Z LL u)_ o LLJ u_ DATE issur/RrvisioN MI'VIS V) ISSUED FOR CAF FROGRESSSET CL Mq PRINT 43 lz Q w IN 51 a Ci I— l uj U- LLJ 0 V) m m (j) C14 C/) Z 0 JOY 401014074 z ry RD 0 LLJ 4 > LAJ w _j w Lu 0 Z > CL < 0 > uj z _j j LLI 2 Q _j C) LU F-4 CC CC z W 0 E 0 0 < pT a. Of z CC M COMMISSION NO: 14,,063.00 U) DRAWING NO: .40 AR1 —01 w lz Q w IN 51 a Ci I— l uj U- LLJ 0 V) m m (j) C14 C/) Z 0 Lo o 00 (y) c:> LLI z OD C) z ui A CID o z 0 foo Lu 1-vz CN IN C\l CL po C/) C) 11 ON ka Icy) Cc) Q) C) N 6 uj oo C\j L uj 04 uj z ry 0 LLJ > LAJ w 0 (-) < z uj j LLI 2 _j C) LLJ 0 z W > 0 LLJ 0 UJ Of L, W M U) 75 z0 X w < L'_ F- Z LL u)_ o LLJ u_ L1j V) LL CL < 2 W Z) Lo o 00 (y) c:> LLI z OD C) z ui A CID o z 0 foo Lu 1-vz CN IN C\l CL po C/) C) 11 ON ka Icy) Cc) Q) C) N 6 uj oo C\j L uj 04 uj m ALIGN PLAN DETAIL Scale: 3/4" = 1i4' BRICK VENEER AIR CAVITY BOTH SIDES, TYP. AIR CAVITY BOTH 5101551' TYr. BRICK VENEER k 211 3" CORRUGATED PREFINISWED METAL GATE SCREEN ATTACHED TO GATE DOOR FRAMING 6 5141 5- 6 6 -4 -4 6 6' STEEL TUBE POST_ ALIGN FACE OF POST W ALIGN� Tt113EED 2x4 STEEL GATE FRAME � INSIDE FACE OF SCREEN WALL r _ GROUT FILL, CAP - PAINT, TYP, FIBER CEMENT PANELING ON BUILDING WRAP ON �" EXTERIOR LOCKABLE GATE - SHEATHING OVER 2x4 STEEL CONTRACTIOR TO PROVIDE TUBE: GATE FRAME; PROVIDE DOOR STOPL-DROP ANGWORS SWEEP WITH RAIN DRIP CASING w/ SLEEVE EMBEDS IN CONCRETE AT GATE BOTTOM BELOW HEAVY DUTY STEEL HINGES WITH �"`_C•"� mn ATNON-REMOVABLE PINS, TYP. CORNING 790 AT SEALANT .JOINTS 55 FLASHING W DRIP EDGE. SEALANT 6" CMU - FILL TOP CELLS Wt GROUT I I' -6" SECTION DETAIL @ SCREEN ''FALL TOP Scale: 3„ = 11.014 JOINT REINFORCEMENT @ 6"HORIZ., CIO NOT 'ONTINUE REINFORCING rHROUGH C,J, -ILL CMU CELLS WITH -MICRETE CIC VENEER AIR CAVITY �' Ci 1U °ERT. REINFORCING AS REQ'D.- 'EFERENCE STRUCTURAL DWGS, CK VENEER SECTION DETAIL 9 RECYCLING SCREEN WALL_ Scale: 1 1/2" =11 `.0" SEE BALANCE OF NOTES AND DIMENSION'S ON 51ARI102 i BRICK VELE )INT REINFORCEMENT @ "WORIZ., DO NOT .,NTINUE REINFORCING 4ROUGW C.J. LL CMU CELLS WITH ;NC R ETE K VENEER CMU :RT. REINFORCING AS REQ'D.- TERENCE STRUCTURAL DWGS, IR CAVITY BOTH SIDES, TYP, SECTION DETAIL @RECYCLING SCREEN WALL Scale..1 1/2., = 1,,0E 6° STEEL TUBE POST, ALIGN FACE OF POST W INSIDE FACE OF SCREEN WALL OUT CAP - PAINT�JOI BACKER Rap AND 5EALAN BUILDING WRAP ON 8" CMU (FILL CELL' W1 CONCRETE) SLAB @ RE=CYCLING SECTION Scale. 3/4" = 1l-.! SEE BALANCE OF NOTES AND DIMENSIONS ON VARI.02 30" x 30' PAINTED STEEL ; I DOOR TRASH DROP INTO CHUTE PROVIDED BY WASTE INDUSTRIES WIT14 COMPACTOR ' 0 REFER TO ARCHITECTURAL PLAN AN AF .1---Q2 FCSF \ DIMENSIONS 1 1 1 ' 1 1 R AR ►�v � se av AN ;i �!� I NORE ICY LINGSCREEN "II tALI 5�%_ 1l�1. ARCWITECTURAL SHINGLES 2'-91" 12 SELF -ADHERING ROOF � 2� SLC.�PE UNDERLAYMENT FROM ROOF EDGE j TO 24" BEYOND 1N51DE FACE OE WALL BELOW - BLDG FELT ABOVE LAPPED OVER ^ 055 ROOF DECKING WOOD ROOF TRU55ES ALUM DRIP EDGE-- PRIG-RNISI-IED FAINTED 5°D x -. 6"N OGEE STYLE ALUM_ GUTTER - ON PAINTED I x 8 FASCIA BOARD `o 2" WIDE CONT ALUM SOFFIT VENT - ---- 3/4" FIBER CEMENT O1N BUILDING WRAP OVER 1/2" EXTERIOR SHEATPING ON 2 x PT FRAMING BACKER ROD AND SEALANT ,JOINT AT INTERFACE OF MASONRY AND EXTERIOR SI- EAT1 ING 3 TR�US_ 11 112' IVIG .�t� -ii 1'!2' _�--- CEMENT PANELS RIM 59 �" v BEAM, REFERENCE STRUCTURAL - ROOF FRAMING PLAN UPPER WALL ASSEMBLY: 1 1 UPPER WALL ASSEMBLY: • BRICK VENEER z • BRICK VENEER • AIR CAVITY Z • AIR CAVITY a • 8' CMU (FILL CELLS Wl CONCRETE) • 8" CMU (FILM CELLS W/ W . AIR CAVITY CONCRETE) I • BRICK VENDER �,..— rn =icv FLEXIBLE THROUGH -WALL � s FLASKING LOCATED ONE COURSE. FLEXIBLE TI-iRQUGW-WALT, MINIMUM ABOVE GRADE FLASIING LOCATED ONE COURSE GROUT SOLID MINIMUM ABOVE GRADE COMPRESS, JOINT FILLER W/ SEALANT Q ON TOP EXPOSED FACE GROUT 5OLID DRAINAGE PANEL� < < .t.I � FLUID APPLIED WATERPROOFING CONCRETE SLAB � (TREMCO 250 GC) � SLAB RECYCLING p SLOPE GRADE AWAY FROM BUILDING GRAVEL WASH W/ FILTER FABRIC LOWER WALL A55EMBIrY: SCHEDULE 40 CORRUGATED O • WATERPROOFING SLOTTED PVC PIPE FOUNDATION, 46 • 4" CMU TIED INTO STORM - 0 _ AIR CAVITY SYSTEM La 8" CMU (FILL CELLS W/ CONCRETE) CONCRETE FOOTING _ a ;AIR CAVITY REFERENCE STRUCTURAL DWGS. + 4" CMU CONTINUOUS TERM BAR ' 2 �!� I NORE ICY LINGSCREEN "II tALI 5�%_ 1l�1. ARCWITECTURAL SHINGLES 2'-91" 12 SELF -ADHERING ROOF � 2� SLC.�PE UNDERLAYMENT FROM ROOF EDGE j TO 24" BEYOND 1N51DE FACE OE WALL BELOW - BLDG FELT ABOVE LAPPED OVER ^ 055 ROOF DECKING WOOD ROOF TRU55ES ALUM DRIP EDGE-- PRIG-RNISI-IED FAINTED 5°D x -. 6"N OGEE STYLE ALUM_ GUTTER - ON PAINTED I x 8 FASCIA BOARD `o 2" WIDE CONT ALUM SOFFIT VENT - ---- 3/4" FIBER CEMENT O1N BUILDING WRAP OVER 1/2" EXTERIOR SHEATPING ON 2 x PT FRAMING BACKER ROD AND SEALANT ,JOINT AT INTERFACE OF MASONRY AND EXTERIOR SI- EAT1 ING 3 TR�US_ 11 112' IVIG .�t� -ii 1'!2' _�--- CEMENT PANELS RIM 59 �" v BEAM, REFERENCE STRUCTURAL - ROOF FRAMING PLAN UPPER WALL ASSEMBLY: 1 1 Q • BRICK VENEER z © l- D • AIR CAVITY Z O:f • WATERPROOFING • 8" CMU (FILM CELLS W/ W CONCRETE) I CL �,..— rn =icv FLEXIBLE THROUGH -WALL � s FLASKING LOCATED ONE COURSE. MINIMUM ABOVE GRADE GROUT SOLID FLUID APPLIED WATERPROOFING (TREMCO 250 GC) DRAINAGE PANEL� < LO1NI 'riAL ASaEMBL r .t.I � • GRAVEL WAST -1 PROTECTION BOARD Wf GRANULAR � • PROTECTION ION BOARD BACKFILL. p • DRAINAGE PANEL GRAVEL WASH W/ FILTER FABRIC 4 WATERPROOFING SCHEDULE 40 CORRUGATED O * 4' CMU • AIR CAVITY AI SLOTTED PVC PIPE FOUNDATION, 46 • CMU (FILL CELLS KI/DRAIN TIED INTO STORM - 0 CONCRETE) SYSTEM La w SLOPE GRADE AWAY FROM � a BUILDING".,.. SLABS @ COMPACTOR SEE CIVIL DWG'S FOR ' 2 GRADING WATERPROOFING MEMBRANE Q W COMPRESS. ,JOINT DOWN ONTO FOUNDATION FILLER V41 SEALANT CONTINUOUS TERM BAR LL ON TOP EXPOSED 5 1'y ...:= FACE CONCRETE FOOTING - 6 REFERENCE STRUCTURAL DWGS N SECTION Scale: 3/4'1 1'-0" Q chz w D L17- Al w W13 O Q 0 #-- (i) N Z Q U Q z © l- D U Lu t,Ll Z 0 W Z O:f Q 0 W CL �,..— rn U � Z � Ld W U < Z .t.I � J � U p J O V 46 La 0 W La w w0. a LLI w 2 Q E . r ��.� Li LL 5 1'y 6 N O a cEt LL 0-- N. o v 2 W Q o L17- Al w W13 O Q 0 #-- (i) N Z Q U L0 Q © l- D U Lu t,Ll Z 0 W Z O:f Lo � 0 W CL �,..— > Z Ld W U < Z .t.I � J � U J w w0 > 0 W w af L: Ld w 2 Q E . r ��.� Li LL 5 1'y 6 J LL 0-- 2 W D co I) Q L0 © l- D U Lu t,Ll Z 0 W 2E a W W U © C? 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