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20 COMMERCIAL STREET - ZONING s o>� c _.. < • � , I, 1 1 on r r � q � � � Y �� ��� ��� ��� �� �� � i .. - _ +t •.,''t � r i4 _ V,.. t: � .. v .� .. _ �. ..M1. n . .•. b t % L J J C� d 9 . \J L LI U. v YL�I Citp of �baIem, AlaS;gatbuzett$ CLERK'S OFFICE planning 38oarb " . 1c�1 Sr (Otte 6alem Oreen -9 P 3 26 Wetlands and Flood Hazard District Decision September 9, 2002 Dr. Elizabeth Bradt C/o Serafini, Serafini, Darling and Correnti, LLP Attorneys at Law 63 Federal Street Salem, MA 01970 RE: Wetlands and Flood Hazard District Special Permit- 20 Commercial Street On Thursday, September 5, 2002,the Planning Board of the City of Salem opened a Public Hearing regarding the application of Dr. Elizabeth S. Bradt, Trustee under Wetlands and Flood Hazard District Special Permit for the construction of a 5,000 square foot veterinary office and hospital facility located at 20 Commercial Street. The Public Hearing opened and closed on September 5, 2002. At a regularly scheduled meeting of the Planning Board held on September 5, 2002 the Board voted by a vote of(7) seven in favor (Power, Moustakis, Sullivan, Durand, Weiner, Cullen, Lombardini), and none opposed,with one member absent (Puleo)to approve the application as complying with the requirements of the Wetlands and Flood Hazard District, subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plan entitled, "All Creatures Veterinary Hospital", prepared by Koch Architects, dated July 18, 2002 and revised in accordance with the decisions and requirements of any other applicable Boards and Commissions in the City of Salem. Any revised plans reflecting these changes must be submitted and approved by the City Planner prior to the issuance of a building permit. 2. Amendments Any waiver of conditions contained within shall require the approval of the Planning Board. One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext. 311 Fax (978) 740-0404 20 Commercial Street September 9, 2002 3. Signage a. Signage shall be in keeping with the approved plans. b. Proposed signage shall be reviewed and approved by the City Planner and the Sign Review Committee. 4. Construction Practices All construction shall be carried out in accordance with the following conditions: a. Work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following day on weekdays or at any time on Sundays or Holidays. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules,regulations and ordinances of the City of Salem. f. All construction vehicles left overnight at the site,must be located completely on the site. 5. Clerk of the Works A Clerk of the Works shall be provided by the City, at the applicant, his successors or assigns' expense, as is deemed necessary by the City Planner. 6. Other Approvals The applicant shall receive all other necessary approvals from other Boards and Commissions, particularly any licenses required in the City of Salem. 7. Board of Health All Board of Health requirements as specified in the decision, shall be strictly adhered to. 8. Fire Department All work shall comply with the requirements of the Salem Fire Department. i n 20 Commercial Street September 9,2002 9. Conservation Commission All work shall comply with the Order of Conditions issued by the Salem Conservation Commission. 10. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 11. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 12. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be removed off- site. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors, or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two- (2) year period. 13. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 14. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. b Pte. Walter B Power, III Chairman DIMENSIONAL REQUIREMENTS REQUIRED PROPOSED MAP 26 LOT 82 FRONT YARD 50' 31.9' WILLIAM J. SIMMONS & BEATRICE P. DEYERMOND SIDE YARD 30' 9.1' 29 MASON STREET REAR YARD 50' 9.8' RESIDENTIAL BUFFER 759 55 1 i I MAP 26 LOT 73 Ii rr BAY STATE ADHESIVE CORP. r � r� 9 SOUTH MASON STREET leodt�- tree \ "- 48 45— chain—link wood tie ret.'wall \ /fence .v I 5 a t7 awe c \ \9 vel driveway r \ 11 ' ® Ori"eW ro\ ` y J � 10.78 ` ' ` O 145.53' — — — — -- x r 2—leader tr e exl,�y �' rprop o chain—link I10 HC b' result +dene fence \ Q! J? MAP 26 LOT 83 JOHN J. KAITZ __ } FLOOR ELEVATION 1 STORY •°rte 33 MASON STREET 11.7' O COMMERCIAL BUILDING �»a dl�t�e re wail t ~}� + be removed) / MAP 26 LOT 51 9 0 I / ROBERT` G. SOLOMON, TRUSTEE OF RIVER WHARF REALTY TRUST 20 18 COMMERCIAL STREET II n I r —= ter+..`ela �a2' LEGEND a`,' or�„b © doy +►dk eeW HYDRANT I I r-- FLOOR '"ON s.5• I existing ex00 `stin9 pull to b. r ® MONITORING WELL �� paved g i 13 16 b �18 °rApN'd _j driveway '-- U TI LI TY POLE q �_,_�__. ��. ® "" Lls "Ar 4 15 J EXISTING CONTOUR x �-- —""— 179.62' ``= —� 41 ��(pain—linkXfence xistin ,sign to remain \ PROPOSED CONTOUR _ _ _ _ _ - - _ - - - - _ - - _ — edge of pavernenj___— COMMERCIAL STREET � edge of pavement — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ! NOTES: 1. ENTIRE LOT LIES WITHIN FLOOD HAZARD ZONE "A" AS DELINEATED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. SITE DETAIL PLAN OF LAND 2. DATUM — N.G.V.D. OF 1929 — MEAN SEA LEVEL. 20 (COMMERCIAL STREET 3. CONTOUR INTERVAL IS ONE FOOT. SALEM 4. LOT AREA = 19,445 t SQUARE FEET. II PROPERTY of GRAPHIC SCALE DR. ELIZABETH S. BRADT 5. PROPOSED BUILDING AREA = 5096 f SQUARE FEET. W 0 10 40 soSN0FM4SS4cySCALE 1" = 20' FEBRUARY 2, 2002 GAIL °� NORTH SHORE SURVEY CORPORATION o 6. ZONING DISTRICT — BUSINESS PARK DEVELOPMENT. SMITH N 47 LINDEN ST. — SALEM, MA �rprpr. � 7. ALL PARKING SHOWN IS PROPOSED AND WILL BE PAVED. Na.35043 (978) 744-4800 1 inch 20 !k °�Fss�A Ls rtNQ SJR r i ,i 11641 - -- - ,..ate �.,�.�.,.. ..:..�:...w.�..�..: DIMENSIONAL REQUIREMENTS REQUIRED PROPOSED MAP 26 LOT 82 FRONT YARD 50' 1.3' WILLIAM J. SIMMONS & BEATRICE P. DEYERMOND SIDE YARD 30' 2.9' 29 MASON STREET i MAP 26 LOT 73 IX >> BAY STATE ADHESIVE CORP. 9 SOUTH MASON STREET 2i-leader tree X48.45__ \ \ chain—link wood tie ret, wall \ fence x o.a• o.o• \ ed9N a j Cq drivew + oy 10.78 o mi 45.53' — -- — — — -- — — eQ a ..\ x 2—leader tree + 11.70 o , 0 1 A,; chain—link 9.1' fence ro.o .� �, MAP 26 LOT 8348 JOHN J. KAITZ \� FLOOR E�vAnory -1 1 STORY 33 MASON STREET � i.7 � COMMERCIAL t X882 �� 1B� 10 �ncrete retway to be removed) BUILDING - © PROPOSED . '� 2.9' MAP 26 LOT 51 :r `� r ROBERT G. SOLOMON, TRUSTEE OF PROPOSED STAIR /'� "� STAIR TOWER - RIVER WHARF REALTY TRUST # 2� p o °' TOWER - - - _ I 18 COMMERCIAL STREET m '0.0' ® . 8.5' 8_54.6' LEGEND I a, HYDRANT I I s FLOOR ELEVA77ON � i HC I = g,5' concrete ramp 0 proposed handicap ramp to be rem ved s.a ® MONITORING WELL I paved o pRpp� driveway I � ENTRY 8. 1 i3 e UTILITY POLE I ► 0 proposed walkway h pR�D 17)22 I ,od STAIRS + ELEVATION SPOT SHOT — 10.78 �� I x - :� -- -�� 7 chain—linkXfence ----- 7 xistin sign to remain �� ,(,, EXISTING CONTOUR _ _ _ _ -, -- - - - - - - - - — - - — - - - - -- - - - - -- - - - - - - - - - - -- - - - - - edge of pavement J�-- PROPOSED CONTOUR . <+. COMMERCIAL STREET '+° J.06 _ - - - - - - - - - - - - - - _ — `---__- — - -edge of pavement NOTES. - - - - - - - - - - _ _ - - - - - - - - ��.P`&0 SSq�yG GPIL 1. ENTIRE LOT LIES WITHIN FLOOD HAZARD ZONE "A" AS MI-1 L. N o SMITH ` No.35043 a DELINEATED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. G is TOPOGRAPHICAL PLAN OF LAN ) �Grf RFTEJ<c 2. DATUM — N.G.V.D. OF 1929 — MEAN SEA LEVEL. VS'�'��' 20 COMMERCIAL STREET 3. CONTOUR INTERVAL IS ONE FOOT. SALEM 4. LOT AREA = 19,445 t SQUARE FEET. PROPERTY of GRAPHIC SCALE DR. ELIZABETH S. BRADT T' 5. BUILDING AREA = 6,805 f SQUARE FEET. ^o o 10 20 .o so SCALE 1" = 20' FEBRUARY 13, 2001 6. ZONING DISTRICT — BUSINESS PARK DEVELOPMENT. - NORTH SHORE SURVEY CORPORATION �'- 47 LINDEN ST. — SALEM, MA IN FT:ET (978) 744-4800 1 inch = 20 ft • MAP 26 LOT 82 WILLIAM J. SIMMONS & BEATRICE P. DEYERMOND 29 MASON STREET A I t f� f MAP 26 LOT 73 x / BAY STATE ADHESIVE CORP. \9 ' 9 SOUTH MASON STREET \ chain—link wood tie ret. wall / fence 9.0' 70'`� N L- Ia drive oy 1 b I �ieW 1--0+7'-8 ` � o.� 145.53' - - - - - - ot •�� x I �-leader tr e to ` j r roo i �chain-link � N Conde"so,a ti.t' fence MAP 26 LOT 83 �� U �4 JOHN J. KAITZ _ } FLOOR E�vAnoty 33 MASON STREET o ---� 11.7' 1 STORY °' 4I I 0 COMMERCIAL stairs `� I-- BUILDING `° ere watt (to be removed) f'^' o a� �/ MAP 26 LOT 51 IW �- I �-\_ ROBERT G. SOLOMON, TRUSTEE OF a ,� RIVER WHARF REALTY TRUST 20 18 COMMERCIAL STREET I\ " o I -- Proposed ner=°f bu>Idlny 13.2' CD LEGEND ^gins Of tulceu d'�rop HYDRANT r — — I I C I I FLOOD ELEVA otJ 9.5' existin rI `" MONITORING WELL '� existing , 13 0 ,s.c — 9 bald+n9 to bye removed J ® paved �j I driveway J__ UTILITY POLE EXISTING CONTOUR �``--- I�� = 179.62' = -��� 41 c ain—linkXfence \ �]-- PROPOSED CONTOUR � —'�--� xistinsign to remain -- - - - - - - - - - - - --- - - - - - -- -�--- - - -- - - - - - - - - -- - - - - - - - - - - - - - - edge of pavement COMMERCIAL STREET - - - -. - - - - - - - - - - - - - — — — — ----- - - - - - - - - - — — __ — edge of pavement `SµOF 11-44S NOTES: - - - AIL 1. ENTIRE LOT LIES WITHIN FLOOD HA " " mac' GL. IT HAZARD ZONE A AS �., SMITH No.35043 DELINEATED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. i p GIS SITE DETAIL PLAN OF °F FLAND FSS/o/ ,L � 2. DATUM — N.G.V.D. OF 1929 — MEAN SEA LEVEL. 20 COMMERCIAL STREET 3. CONTOUR INTERVAL IS ONE FOOT. SALEM 4. LOT AREA = 19,445 t SQUARE FEET. PROPERTY OF M GRAPHIC SCALE DR. ELIZABETH S. BRADT 5. PROPOSED BUILDING AREA = 5096 f SQUARE FEET. 20 o Io 20 40 eo SCALE 1" = 20' FEBRUARY 2, 2002 k ff7l NORTH SHORE SURVEY CORPORATION 6. ZONING DISTRICT — BUSINESS PARK DEVELOPMENT. 7. ALL PARKING SHOWN IS PROPOSED AND WILL BE PAVED. IN FEET LINDEN ST. — SALEM, MA T DEN —SALE I inch = 20 ft: 4800 #1641 -- II i e List of Drawings ARCHITECTURAL A-1 Floor Plan A-2 Building Elevations/Doors and Windows A-3 Building Sectlions A-4 Wall Sections/Schedules A-5 Roof/Ceiling /Interiors STRUCTURAL F-1 Foundation Pian/Details PLUMBING P-1 Water and Gas Piping/Fixture Schedule HVAC M-1 System Layout 1 Schedules ELECTRICAL AND FIRE ALARM E-1 Power Plan /Schedules E-2 Lighting Plan /Fixture Schedule FA-1 System Layout f � ) � S ,�` � Y'�^ ¢ � At •,.t� xTl> v. �.d;`, ��y ani , Y ...t i ,:7 "., ,-.. x s.'-. c { S! •d. ilk �. { } i , a _ _ ., x .n.,# , :b..- ,.:<� .,1..-' ... .f.. ♦. a. � .' -.:.': : : , : . 1, .. jw- 14 <s[L e ... 5#.. —:x: C ,. ,. .. nF.. - s. -. i v.. ., p _i.. > E. T. =:Wi ! _.,.,s .. ...}:. •:i' -x. .; :�'; x'..f- ,. ?-�- ,: .4 < ::.:. : 4. . .z:.... <... < 2.m .. .. <!.,•, k_.. r+'•t r'Y �M s. r_,.a -•. ,., : ;...:.. __ 1. -,,3.y., r -c... ,, > ,. ...:,, 1 a :,_. a. ., t,. S.-, ,;. ,. n. :.. X :.. ..-..5... ,..:h" d.c a •+2 -.ri +�, :3 - <. ... , .., ..:, .,., _., .. ..-o ,. x.., . ..x... SS5�:• .fir+_ ... rk` '� .. ...;..._..:. ,-.....c.. < ..:-:: .. ,•, , w ,. ,-t. r' b a , d. ,. _:. x. , ., ,.. s:,... .:r. .. •5 qr l.. 1. �1 ., i<.. .. , amu,. .. .. , ., G- ;;- >.:._ ,:... ...: ,>. ,. ,.•. .1, .:,....,-a,. .. ,.. :.. c:.. s-:. a. ... <.. , F ala. J €�. 1 Veterinarianp�Hoa stat 20 Commercial . Street Salam A IF i ,a r Client Dr. Elizabeth Bradt Salem MA Architect Koch Architects Ipswich MA General Contractor Martins Construction Danvers MA Engineers Fire Protection Systems Fire Protection Pelham NH 1( Victory Heating and Air Conditioning HVAC Bellingham MA Helco Electric Electrical and Fre Alarm Peabody MA ' i rl t� (on , IJL 14 Qd 1 - _ c X X - ..—X— -t — k—+--k X "t J� X r t ; i I 'Cl1y : ✓ itft WAA : WINZ 9 y. 111 J► gyp - - k _ iL + � �� _ y-.....__. _._.. -r r. fi FIRM - _ ---------------- t r► � i � -- ��vu �r Dry rGr—�n �,��n ,2�,,��' i 1 z 3 4 i un dat i-on-- _f eta i I s__ L . It V. 4 Q f _ j _ i � I r-f -V _ 1-1/2"=V-Om fq CP II , _ i I _-noun_ _at'onPlan .. "� " I — T-----r------- — - Dwr[A- Schadtolle No. Door Frame Hdw. Remarks Type Material Type Material 101 4 SC 1 HM 1 102 3 SC 1 HM 1 103 1 SC 1 HM 4 104 1 SC 1 HM 3 1/2" undercut 105 1 SC 1 HM 3 1/2" undercut 106 1 SC 1 HM 2 107 1 SC 1 HM 1 107a 1 SC 1 HM 1 108 1 SC 1 HM 1 108a 1 Sc 1 HM 1 109 1 SC 1 HM 1 109a 1 SC 1 HM 1 111 1 SC 1 HM 3 112 1 SC 1 HM 5 113 1 Sc 1 HM 2 113a 2 SC 3 HM 4 114 1 SC 1 HM 2 i 116 1 SC 1 HM 2 117 3 SC 1 HM 1 _ + 122 5 SC 2 HM 1 _Q continuous lags vent 123 6 ALUM - ALUM 6 complete set-up 124 1 SC 1 HM 1 15 lbs/sq 3fingfelt 125 2 SC 3 HM 5l8"plywr roof sheathing 126 3 SC 1 HM 1 connected to light pre-engin red roof:trusses 24"o.c. R-30 batt in ulation @ botto chord 60 mil polyp hylene vapor bar r @ warm side _ 127 3 Sc 1 HM 1 ' 128 3 SC 1 HM 1 i 129 3 SC 1 HM 1 . 2x1!2 woo�ilstrapping � � i 5/8 taped, ypsum wall boar! 130 1 SC 1 HM 5 I 131 1 SC 1 HM 5 Rcom Finish # Name Floor Base Walls Ceiling Remarks continuous rage vent j I 101 Vestibule VCT VB GWB ACT 15 lbs/sq rool g felt 102 Reception/Waiting VCT VB GWB ACT/GWB cathedral ceiling - 5/8"plywood{r6of sheathing I 103 Alcove VCT VB GWB ACT . asphalt roofing shingles wlalum.drip�edge ' . pre-engineere�roof trusses @ 4"o.c. n T VB GWB C 6 '; , R-30 batt in06tion @ bottom Nord 15 Ibs/sq roofing felt 105 Men e VC VCT VB GWB A T ACT _.____ l , 40mii Water and ice Shield @ eaves;and valleys . asphalt roofing shingles w/alum.drip-edge asphalt rooffing shingles w/alum.drip-edge • 60 mil polyethylene vapor barr r @warm side 5/8"plywood roof sheathing 106 Staff Lounge VCT VB GWB ACT i,.15 lbsls roofin fest l , suspended acoustical callings 'stem `1x12#2 pine rake boards(ptd.) q g 15 lbs/sq rosofing felt l pre-engineered roof trusses @ 24"o:c. 107 Exam 1 VCT VB GWB ACT in 4"t weather I . 40mil Water and ice Shield @ eaves and valleys , 40mil Water,and Ice Shield @ eaves and valleys I I ! ixi2#2 pine fascia and soffit boards 108 Exam 2 VCT VB GWB ACT white cedar shingle siding @ o wea a 5/8"plywood roof sheathing . 5/8"plywoocd roof sheathing i i I + . pre-formed aluminum gutters and down-pipes 109 Exam 3 VCT VB GWB ACT continuous air barrier paper 1I2"plywood sheathing pre-engineered roof trusses @ 24"o.c. pre-engineesred roof trusses @ 24"d.c. " 1x12#2 pine fascia and soffit boards 1x12#2 pines fascia and soffit boards ; R-30 batt insulation @bottom chord 110 Passage VCT VB GWB ACT 2x6 @ 16 o.c.wood stud framing re-formed aluminum gutters and down-pipes + 60 mil polyethylene vapor barrier @ warm side 111 Shower VCT VB GWB ACT/GWB p pre-formed iafurr#num gutters and down-pipes suspended acoustical ceiling system 112 —.-- ! H-30 batt insulation @ bottom ch l ( Janitor VCT VB GWB ACT a i r t+ 113 Doctor's Office CPT VB GWB ACT (-p �•o . 60 mil poiyeithylene vapor warm side .p 114 Associate 1 CPT VB GWB ACT suspended;acoustical - syste i 115 Administration VCT VB GWB ACT I i 116 Associate 2 CPT VB GWB ACT :I 117 Pharmacy VCT VB GWB ACT j 118 Lab 1 VCT VB GWB ACT 119 Lab 2 VCT VB GWB ACT ` ( 120 Treatment VCT VB GWB ACT 121 Preparation VCT VB GWB ACT a_ - 122 Surgery VCT VB GWB ACT ~� _S 123 Intensive Care VCT VB GWB ACT plywood platform - I X-Ray VCT VB GWB ACT 124 I 125 Dark Room VCT VB GWB GWB 1 x12#2 pine horizontal band(ptd.) LEI , pre-engineered roof trusses @ 24"o.c. 126 Utility Area VCT VB GWB ACT cry horizontal(clapboard)vinyl siding and trim.., - 2x1/2 wood strapping 127 Isolation VCT VB GWB ACT plywood platform .•t , , continuous air barrier paper 1x4 beveled,t&g,cedar soffit paneling at Ward VCT VB GWB ACT plywood platform 1/2"plywood sheathing1x..#2 pine beam enclosure(sides/soffit) 128 C _ . .._ -.— - ------ -.---- 129 Dog Ward CONC VB GWB/CMU ACT plywood platform 7x6 @ 16"o.c.wood stud framing � .____� 130 Mech./Electr. CONC VB GWB - access hatch to attic R-19 batt insulation 1x12#2 ins lake boards td. horizontal flap rd)vinyl siding and trim p (ptd.) horizontal(cla board)vinyl siding and trim ( n8 131 Oxygen CONC VB GWB . 60 mil polyethylene vapor barrier @ wrarm side � . horizontal(Cla board)vinyl siding and trim { , continuous air airier r - . continuous pair rrler paper papa 5/8"taped,gypsum wallboard � . 112"plywoocd sh athing . continuous ai barrier aper , 1l2"plywood s cathing . 2x6 @ 16"o).c. stud framing ! 112"plywood heathing 2x6 @ 16"o.c.wood stud framing 2x6 @ 16"o.c wood stud framing -19 batt insula ion R-19 batt insul tion 60 mil polyetth me vapor barrier @warm side Fi-19 battins ation 60 mil polyeth ne var or barrier @ warm side Abbreviations: 5/8"taped.gyps.um wall board . 60 mil polyeth lens vapor barrier tai?warm side 6'concrete bl k(CM())partition . 5/8"taped,gy um wallboard�. � ;g u l.poard - ACT Acoustical Ceiling Tile CMU Concrete Block Masonry CONC Concrete CPT Carpeting A_ - GWB Gypsum Wall Board �q VB Vinyl Base VCT Vinyl Composition Tile double 2x6(PT)sill plates w/anchors +@ 72"a.c. c 2x6 ced�r wall cap ---� 5"reinforced concrete slab w/compre:ssible filler @ edges�S horizon I cla boar vinyl sid! and trim 2"moist sand as blotter I/?""plywood sheathing @ both sides 60mil polyethylene membrane . 2x @ 16"o.c.wood stud f aming . undisturbed or compacted soil ___ ..-TT - --... — _� _ . 2"thick,48"vertical polystyrene Insulfation - -i-- _- --- - 12 thick reinforced foundation wall,;kceyed to ti -� - liquid applied dampprooling below gracde double 2x6(PT)sill plates w/anchors @ 72"o.c. I . 5"reinforced concrete slab w/compressible filler @ edges 2"thick,48"horizontal polystyrene insulation14 rf� _ I _ 2"moist sand as blotter � *a O ^o "`► ``o 11,1D - 60mil polyethylene membrane •'Q �r ► undisturbed or compacted soil , N { reinforced concrete curb pinned to existing U existing foundation wall and footing ` �, _ - . double 2x6(PT)sill plates w/anchors @ 72"o.c, double 2x6(PT)sill plates w/angors @ 72"o.c, _. V ;ir I . double 2x6(PT)sill plates w/anchors . 5"reinforced concrete slab w/compressible filler(�edges . 5"reinforced concrete slab wlcompressible filler @ edges •�'"b c�'a . 5"reinforced concrete slab w/compresslble filler @ edge , 2"moist sand as blotter 2"thick,48"horizontal polystyrene insulation � j . 2"moist sand as blotter 60mif polyethylene membrane 2"moist sand as blotter +�► ,� . 60mll polyethylene membrane : undisturbed or compacted soil . 60mii polyethylene membraneq� �' I _Q ;' undisturbed or compacted soil - 2"thick„48"vertical polystyrene Insulation undisturbed or compacted soil 12"thick reinforced foundation'wall,keyed to footing Q t2"thick reinforced foundation wall,keyed.to footing . reinforced concrete curb pinnedito existing liquid applied dampproofing below grade _ I , liquid applied dampproofing below grade , existing foundation wall and footing �► �'. G - - 1/�'-#'-0" __-.._ 1 1. 0-_ _... __,1/2'.-1'-0" . _ 1 I2"-1'FO» i/2"-1'-0" i i w _ s oe HVAC Loft —44Ljr 1 128 Cat Ward 126 Area. 129 lard Covered E -101 Vestibu � '1 Q2-Reception lWaiting 1 � � � F F.EL.. 12 4 __ _.__-.._ _ _ FAEL "12-4 .. F. `124, l Ct�on_ -C_. *. i I - 1 , HVAC Loft _.. t 1 f i I I , i L-j- L _ - i i -- - - � _ - 1 Lou,OK a 107 am 1 08 Exa 2-� i 1 O Pa a 109 am. _ T t 126 `Iity A 106 l ... _. F F EI `12, �� F.F.EI. 12'4 .� iv i '_ "� •ti's?'' S��L �97 � f G° S-e,c 011 A-A --- i I RJR o I - i L III I � • a i f I I �O f-off I ~ 2 �i oll �1•DA �.ol' �f'--en P ft N f V r tr ► rr rOp 00, OF Op 10 f Q I I d� t !f f It I I f • I t Oz 0 77- \ ' — __ I f I i rior doors and „��_ � � • _ns ___Wa ndows and .:.Louvers_ _ _: :�,� __n_�e__ __ - _ _____ __ _ __ _ __ __ranges_ ___�.�_•_ _ _.__ _.�:.���er�_or__:__Doo . f .......... I 4A _ i _ I - --- - - _.. 1 - t --.,-._North-....E1e nation -East.-Elevation.. I _ .: 1 . C�_-t�1 f: •a _ ij= 1Vf - - - mss---- __._.�._ .�.-_-�- •• - 01 AA --------------- — r _ — --_ —_ — till lkb ;;7 4 e4e; Ne• _est:Elevatio'n__ _ -_ _-' �ront./ .South Elevation c - � � ��*_�'�" � pyo �► 'r "����� .�' O