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HomeMy WebLinkAboutBLD-20-820tl �. for rJ r.; fwauAM w^Unx Pert 21.341 TO THE BEST (if Uf NrOIRMAhON, KNOWLEDGE. AND BELIEF THE STRUCTURES SHOWN ON THIS PLAN HAS BEEN LOCAT"O ON THE GROUND AS INDICATED. VE PROFESSIONAL LAND Plot Plan n.t.s. Ex. Bedroom to be demolished "PROPOSED" PLOT PIAN SOUTH YARMOUTH, MASS. LOT 13, P.B. 120 I'G. 119 DA IL _ 8/23117_ 'SCAu 1'_40' JOB I CUEN � _DUFFS SWEETSER ENGINEERING 203 SETUCKET ROAD Po H0x 713 SOUTH UCNN[9. MA 02660 T. 3011-303.49 fRf. 5"-M5-6041 lap 9-P!'!'l. lMG D �p19 SNEEr36R ERa7A7SERry Ex. Ex. Ex Bedroom Bath Kitchen/[ tp remain Ex. I I Ex. Ex. Bedroom Bedroom Living Room to remain I I to remain fitions - House: 4 Bi n.t.s. DI EVi �NewLiving/Dining owl \-JL_— Renovated Kitchen Ex. Ex. Bedroom Bath to remain l ----- Ex. Ex. Ex. Bedroom Bedroom Living Room to remain to remain n.t.s. /renovation - House: 4 Bedroom New Drawing List: A-1 Site Plan A-2 Plan at Existing and New First Floor, New Master Bedroom over Garage A-3 Plan, Existing and New Basement, New Garage A-4 Elevations - West, South A-5 Elevations - North, East A-6 Sections A-7 Schedules, Lighting layout A-8 Framing diagrams, Wall section A-9 Perspectives General Notes: 1. Building Insulation: Roof - R49, closed cell spray foam insulation, at R6/in. = 8.25" thick Walls - R21, closed cell spray foam insulation, at R6/in. = 3.5" thick Floors - R30, closed cell spray foam insulation, at R6/in. = 5" thick Abbreviations: add'I = additional clg. = ceiling consid. = consideration det. = determine dim. = dimension encl. = enclosure ex. = existing ex. to rem. = existing to remain flr. = floor fndtn. = foundation gwb = gypsum wall board horiz. = horizontal incl. = included mtd. = mounted mtl. = metal na = not applicable N.I.C. = not in contract (shown for coordination) o.c. = on center ptd. wd. = painted wood reno. = renovation/renovated req'd. = required struct. = structural typ. = typical v.i.f. = verify in field wd. = wood APPROVED RECEIVED JUN 25 2019 SOUTH TOWN CLERK YARMOUTH, Mf, -19-AD54 Site Plan A-1 B +B ARCHITECTS 2 Silas Drive Northborough Massachusetts 01532 Robert W. Dennis Jr. Registered Structural Engineer East Bridgewater, MA General note;: 1. These drawings and specifications shall remain the sole and exclusive property of B + B Architects as insturments of service. All drawings, sections of drawings, details and design concepts shall be used only for the purpose intended by the Architect and shall not be copied, amended or reused at another site without the express written consent of the Architect. 2. It is the responsibility of the Contractor to review these drawings and report any discrepancies to the Architect before construction has commenced. 3. Do not scale drawings, they may be reduced from original size 4. General Contractor will not make substitutions of any items specified herein without the written consent of the Architect. N O � Q O � � o •� N y a 4-4 O Date: 6.24.2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 Issue Dates: 12.2.18 Issued for Pticing 6.24.2019 Historic Comm. Site Plan A-1 L o a O m U 0 I4' 10 1/2" Arched Cased Opening at Reading Nook Sem: irr=ra co M m Arched Cased Opening at ex. Living Room into Kitchen Hall swk: lrr=r-0- 19' 8" to f.o.w. 9'3 1/4" OA r.o. center.ed on extwall n M N First Floor Plan Si* 1a•=1 -0- JLOM 4 APPROVE[ JUN 24 2019 YARMOUTH OLD KING'S HIGHWAY RECEIVED JUN 25 2019 TOWN CLERK SOUTH YARMOUTH. MA ARCHITECTS 2 Silas Drive Northborough Massachusetts 01532 Robert W. Dennis Jr. Registered Structural Engineer East Bridgewater, MA General notes: 1. These drawings and specifications shall remain the sole and exclusive property of B + B Architects as insturtnents of service. All drawings, sections of drawings, details and design concepts shall be used only for the purpose intended by the Architect and shall not be copied, amended or reused at another site without the express written consent of the Architect. 2. It is the responsibility of the Contractor to review these drawings and report any discrepancies to the Architect before construction has commenced. 3. Do not scale drawings, they may be reduced from original size 4. General Contractor will not make substitutions of any items specified herein without the written consent of the Architect. Date: 6.24.2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 Issue Dates: 12.2.18 Issued for Pricing 6.24.2019 Historic Comm - 1.a -k Plan, Main Flr. N �t O �O 0 V c� .T-4 Q) a A � v O 00 Date: 6.24.2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 Issue Dates: 12.2.18 Issued for Pricing 6.24.2019 Historic Comm - 1.a -k Plan, Main Flr. Elevation Scale: 114"=1'-0" South Elevation Scale: 1/4"=1'-0" APPROVE` i YHKIV,UU I H i OLD KING'S HIGHWAY RECg i!VED JUN 25 2019 Tc SOUTh 19- ko 5''j B +B ARCHITECTS 2 Silas Drive Northborough Massachusetts 01532 Robert W. Dennis Jr. Registered Structural Engineer East Bridgewater, MA General notes: 1. These drawings and specifications shall remain the sole and exclusive property of B + B Architects as insturments of service. All drawings, sections of drawings, details and design concepts shall be used only for the purpose intended by the Architect and shall not be copied, amended or reused at another site without the express written consent of the Architect. 2. It is the responsibility of the Contractor to review these drawings and report any discrepancies to the Architect before construction has commenced. 3. Do not scale drawings, they may be reduced from original size 4. General Contractor will not make substitutions of any items specified herein without the written consent of the Architect. Date: 6.24.2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 Issue Dates: 12.2.18 Issued for Pricing 6.24.2019 Historic Comm. Elevations W&S A-4 d' N �I O �O b O 51 C� V o0 0 ` `� a A 4-4 4-4U 0 00 Date: 6.24.2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 Issue Dates: 12.2.18 Issued for Pricing 6.24.2019 Historic Comm. Elevations W&S A-4 North Elevation Scale: 114"=1'-0" Scale: 114"=1'-0" APPROVED JUN 24 -; YHt lv'UU I H OLD KINP'S HIGHWAY RECEIVED .JUN 25 2019 TOIh'N CLERK SOUTH YARMOU7 H, MA J ARCHITECTS 2 Silas Drive Northborough Massachusetts 01532 Robert W. Dennis Jr. Registered Structural Engineer East Bridgewater, MA General notes: 1. These drawings and specifications shall remain the sole and exclusive property of B + B Architects as insturments of service. All drawings, sections of drawings, details and design concepts shall be used only for the purpose intended by the Architect and shall not be copied, amended or reused at another site without the express written consent of the Architect. 2. It is the responsibility of the Contractor to review these drawings and report any discrepancies to the Architect before construction has commenced. 3. Do not scale drawings, they may be reduced from original size 4. General Contractor will not make substitutions of any items specified herein without the written consent of the Architect. Date: 6.24.2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 Issue Dates: 12.2.18 Issued for Pricing 6.24.2019 Historic Comm. Elevations M A-5 ,'I- '•O 0 T..4 • r-1 � � o V � V o o '� V, A 4%4 v� v 0 00 Date: 6.24.2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 Issue Dates: 12.2.18 Issued for Pricing 6.24.2019 Historic Comm. Elevations M A-5 p��yr 7 24,9246-5 t 5F.MRK AW GS I. ��bp• r 0.8 e It Y �ixx+s�aa ROMN 1N1Llia9t v;+lct•.x Nc 31341 TO THF N-91 OF MY INFORMIAIION, "PROPOSED" PLOT PLAN KNOWLEDGE, AND BELIEF THE SOUTH YARMOUTH, MASS. STRUCTURES SHOWN ON THIS PLAN LOT 13, P.B. 120 PC. 119 HAS BEEN LOCAI_D ON 11-1E GROUND DATE 8/23/17 `CFtE i' AS INDICATED. JOB 7909-00CIIfN DUFFY_ 6/4/201 SWEF.TSF.R F.NGiNEERINr, --------------- uo[i sE'I'tI -Kr'r ROAD [}ATi PROFESSIONAL LAND SURVEYOR pv BOX 71:1 SUM DENN[8. MA axeaa LOFT, M M5 "Wr&. we -VA -600! C: i gg I FRCV 17909-00 'r dwq 17909-1'1'ri. t wy. 0 .-C.19 ;:NE'Br"gR l:M77N66RINC: Plot Plan Not to scale Ex. Bedroom to be demolished Ex.Ex. a.,..,. Ban, remain Ex. Ex. Ex. Bedroom Bedroom Living Room to remain to remain � Existing conditions - House: 4 Bedrooms Not to scale New Living/Dining 1000 4r] Re�lovated Kitchen Bedroom Bath to remain Ex.Ex. Ex. Bedroom BedroomW Living Room to remain to remain Not to scale - House: 4 Bedrooms 1N New Footprint plan Scale: 1116"=1'-O" Drawing List: A-1 Site Plan A-2 Plan at Existing and New First Floor, New Master Bedroom over Garage A-3 Plan, Existing and New Basement, New Garage A-4 Elevations - West, South A-5 Elevations - North, East A-6 Sections A-7 Schedules, Lighting layout A-8 Framing diagrams, Wall section A-9 Perspectives General Notes: 1. Building Insulation: Roof - R49, closed cell spray foam insulation, at R6/in. = 8.25" thick Walls - R21, closed cell spray foam insulation, at R6/in. = 3.5" thick Floors - R30, closed cell spray foam insulation, at R6/in. = 5" thick Abbreviations: add'I = additional clg. = ceiling consid. = consideration det. = determine dim. = dimension encl. = enclosure ex. = existing ex. to rem. = existing to remain fir. = floor fndtn. = foundation gwb = gypsum wall board horiz. = horizontal incl. = included A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION WORK MUST CONFORM TO ALL. LATI N spic DATE TOWNOF Y.A.%V; 0TH REVI¢WED FO' IIJILDINO AND ZOkpVO CODE COMPLI- ANCE. ERRORSOR Gi 1idISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILIT 'AS BUILT" COMPLIANCE. 14 mtd. = mounted DATE. o - 1 :w mtl. = metal ILDING OFFICIAL na = not applicable N.I.C. = not in contract (shown for coordination) ��� ���� o.c. = on center td d- 'td d VV V ..-paln e woo reno. = renovation/renovated req'd. = required struct. = structural typ. = typical v.i.f. = verify in field wd. = wood Yarmouth Health Department Date ARCHITECTS 2 Silas Drive Northborough Massachusetts 01532 Robert W. Dennis Jr. Registered Structural Engineer East Bridgewater, MA General notes: 1. These drawings and specifications shall remain the sole and exclusive property of B + B Architects as insturments of service. All drawings, sections of drawings, details and design concepts shall be used only for the purpose intended by the Architect and shall not be copied, amended or reused at another site without the express written consent of the Architect. 2. It is the responsibility of the Contractor to review these drawings and report any discrepancies to the Architect before construction has commenced. 3. Do not scale drawings, they may be reduced from original size 4. General Contractor will not make substitutions of any items specified herein without the written consent of the Architect. Date: 7/19/2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 4.12.2019 4.18.2019 Issue Dates: 12.2.2018 Issued for Pricing 4.15.2019 Window & dr revs 4.18.2019 Historical Comm. 7.19.2019 Issued for permit Site Plan 11. N �I O �O 0 v V c� a ci 4-4U O 00 Date: 7/19/2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 4.12.2019 4.18.2019 Issue Dates: 12.2.2018 Issued for Pricing 4.15.2019 Window & dr revs 4.18.2019 Historical Comm. 7.19.2019 Issued for permit Site Plan 11. 19' 8" io f.o.w. 9' 3 114" OA r.o. centered on ext. wall C M ^ N 1 4' 10 1/2" Arched Cased Opening at Suds: trr t� Nook m M 1.$-i"m hed Cased Ogenino at ex. Living Room into Kitchen Scale: 112"=1'-0" First Floor Plan Scale: 114"=1'-0" Lel CAMBRIDGE MA J BSB ARCHITECTS 2 Silas Drive Northborough Massachusetts 01532 Robert W. Dennis Jr. Registered Structural Engineer East Bridgewater, MA General notes: 1. 'These drawings and specifications shall remain the sole and exclusive property of B + B Architects as insturments of service. All drawings, sections of drawings, details and design concepts shall be used only for the purpose intended by the Architect and shall not be copied, amended or reused at another site without the express written consent of the Architect. 2. It is the responsibility of the Contractor to review these drawings and report any discrepancies to the Architect before construction has commenced. 3. Do not scale drawings, they may be reduced from original size 4. General Contractor will not make substitutions of any items specified herein without the written consent of the Architect. '*"1f' N A � O 104 N �O mn, 4� - 00 2' 8" x 6 6" CO, trar sow --------_ ___ V c� Living/Dining Hail N .N above, centered on a HSI m p 106 \ aciS-T--------- 103---- — -v 4' 10 1/2" Arched Cased Opening at Suds: trr t� Nook m M 1.$-i"m hed Cased Ogenino at ex. Living Room into Kitchen Scale: 112"=1'-0" First Floor Plan Scale: 114"=1'-0" Lel CAMBRIDGE MA J BSB ARCHITECTS 2 Silas Drive Northborough Massachusetts 01532 Robert W. Dennis Jr. Registered Structural Engineer East Bridgewater, MA General notes: 1. 'These drawings and specifications shall remain the sole and exclusive property of B + B Architects as insturments of service. All drawings, sections of drawings, details and design concepts shall be used only for the purpose intended by the Architect and shall not be copied, amended or reused at another site without the express written consent of the Architect. 2. It is the responsibility of the Contractor to review these drawings and report any discrepancies to the Architect before construction has commenced. 3. Do not scale drawings, they may be reduced from original size 4. General Contractor will not make substitutions of any items specified herein without the written consent of the Architect. '*"1f' Date: 7/19/2019 Revisions: 7.30.2018 828.2018 9.28.2018 10.18.2018 11.19.2018 11.252018 4.12.2019 4.18.2019 Issue Dates: 12.2.2018 issued for Pricing 4.15.2019 Wmdow & dr revs 4.18.2019 I listorical Comm. 7.192019 Issued for permit i9 Plan, Main Flr. A-2 N A � O �O U 4� O 00 V c� Date: 7/19/2019 Revisions: 7.30.2018 828.2018 9.28.2018 10.18.2018 11.19.2018 11.252018 4.12.2019 4.18.2019 Issue Dates: 12.2.2018 issued for Pricing 4.15.2019 Wmdow & dr revs 4.18.2019 I listorical Comm. 7.192019 Issued for permit i9 Plan, Main Flr. A-2 cd A � � U 0 00 Date: 7/19/2019 Revisions: 7.30.2018 828.2018 9.28.2018 10.18.2018 11.19.2018 11.252018 4.12.2019 4.18.2019 Issue Dates: 12.2.2018 issued for Pricing 4.15.2019 Wmdow & dr revs 4.18.2019 I listorical Comm. 7.192019 Issued for permit i9 Plan, Main Flr. A-2 rr .,, toy All Basement Plan Scale: 1/4"=1'-0" J � 1'4 1/4" 0 0 rt 4� TAS No. 7470 CAMBMWE � MA i BSB ARCHITECTS 2 Silas Drive Northborough Massachusetts 01532 Robert W. Dennis Jr. Registered structural Engineer East Bridgewater, MA General notes: 1. These drawings and specifications shall remain the sole and exclusive property of B + B Architects as insturments of service. All drawings, sections of drawings, details and design concepts shall be used only for the purpose intended by the Architect and shall not be copied, amended or reused at another site without the express written consent of the Architect. 2. It is the responsibility of the Contractor to review these drawings and report any discrepancies to the Architect before construction has commenced. 3. Do not scale drawings, they may be reduced from original size 4. General Contractor will not make substitutions of any items specified herein without the written consent of the Architect. Date: 7/19/2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 4.12.2019 4.18.2019 Issue Dates: 12.2.2018 Issued for Pricing 4.15.2019 window & dr revs 4.18.2019 Historical Comm. 7.19.2019 Issued for permit Plan, Basement i A-3 '71- N O �O 76 G V c 0 '+ a A � � v 0 00 Date: 7/19/2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 4.12.2019 4.18.2019 Issue Dates: 12.2.2018 Issued for Pricing 4.15.2019 window & dr revs 4.18.2019 Historical Comm. 7.19.2019 Issued for permit Plan, Basement i A-3 . � � �"" � • .. r - � °i .±F .� .,est i a k .. ! r ' • Y. I �� ��� � e e i 40 jib �-•V:.y .4� � .'J% s e+ x`40 9 0 L �W IIii i i i i i rti, R� �Y`rat -:14 d�M w Y Fn r ,P a ,- � u + f.s.Y•u. �y WK Or IL AMEM '00,00% Or IL n R t4 r _ a 8 l yY�i• - d C' �` 1 Adoll —■il p� R.01111111111 R ,:, >4P .-�+ . .m■tin y a iiilimitltl » � a. -Y� Imitilimti/t ' � ,`+ �+ ■i�lti■ttltl u€ d ■Iim■/tent/i/ tli■tt■■ti IMMMEMOI ... , ,. ,. x........1..1 �yi `R 1E RSY`E1k r +V It, 7, x . i 1 9oRO l Itm\. iiiiiiiiii MINE limo/totsIMEMI\.- -.- +. 1 It■tia■it._ .1- 1 Emomi mossi om ■imt/ttimtliimt/t\, o. m m otmi/i lm It■osomtitii■oitli■ittli■\� Iimt/tiimi/tient/tititlotm.. ituuttm■/itminttu/tient/ 1■■it�teii�i■it�t�ii�il�:.� � iimiltitmi/itmiltl Iili■/iiimilitmtlt ISM=sO�������� ■Ii�iiiii/iimilil tttm■ Ittotiitlt■ittlt■ lmmom ommot �■■�itii/ttm■It/ . mmottmi/itmtlt m ■■mml■ilmt■ml■mol m ,1= Mil 1" x 12" ridge board 2'x 10" roof rafters Structural ridge beam at Master Bedroom .III Box beam truss to match exterior, cathedral ceiling to be (2 -ply) 1-314" x 117/8" (Quantity: 2 at gable exterior, 4 at interior) posted down to interior Master Bedroom wall at Master Bedroom ceiling only (at Bath) on one end, and posted down to middle of (3 Ply) 13/4" x 7 7/8" LVL header over French Doors at Master Bedroom exterior wall R49 closed cell spray foam insulation at roof rafters at other end. 4" x 4" Versalam support post beyond Gw.B ceiling and walls a Millwork, not in contract 2" x 6" wall framing I ' R21 dosed cell spray foam Insulation at walls .....................__. I I I I I I joistfloor framing R30 dosed cell spray foam Insulation at floor I r I I I IL w y 8" poured concrete foundation wall - - I I c w o N_ w= 4" concrete slab, w/6 x 6 w.w.f., _ above poly vapor barrier, OL above 2" XPS Insulation, i I o = v above 4" crushed stone I o y �- o Concrete footing wall I I co E Perimeter drain system I m Before trenching, discuss consistent elev. or stepped cone. footing w/ G.C./owner/Arch. Maintain 4' below frost line at Garage and Shop entry, It S ` North-South Section looking South at Master A6 Scale: 1/4"=1'-0" New Ridge beam (2 ply)1 3/4" x 9 1/4" LVL New 4" x 4" VersaLam support posts Ex. bearing wall East-West Section looking North toward Scale: 1/4'1 __ E Existing house Addition to existing house New support beam at roof rafters, (2 ply) 13/4" x 18" LVL supported on 4" x 4" Versatem posts, (1) at each end of span, (1) at center of span New header at area of existing rear wall of house to be removed at Kitchen, Joining of existing roof (3 ply) 13/4" x 16" LVL to new roof Tray ceiling, align folds with window trim, 2 " x 6" framing suspended RPI Royal Edge EPDM from I joist rafters at 32" o.c. , Ptd. G.W.B. roofing system .060 thickness Building insulation, Closed cell polyurethane insulating 3/4" roof sheathng foam at roof and exterior walls of Uving/Dining addition and at Garage/MBR addition. New I Joist rafter framing R49 at roof: at R6/in. = 8 1/4" thick R-21 at exterior walls: at R6/in. = 3 1/2" thick Door and sidelight, triple window headers, (3 ply) 13/4" x 7 1/4" LVL 3 I Joists floor framing BCI 5000s 18 series, L/480, 1171 "d at 16" o.c. R30 closed cell spray foam insulat on at floors at R6/in. _ " thick Ptd. G.W.B. milina — Tie-in of new foundation at existing garage corner: Drill 12" o.c. vertical, insert #4 reinf. bar 6"deep, epoxy fill Note: Refer to 2/1 for notes on framing members. Note: Refer to Sheet A-8 Framing diagrams for framing sizes and spacing Note: Refer to Sheet A-8 Framing diagrams for framing sizes and spacing 4i L E O a� t o� o ao= 0C Q o 00 0° Zo H Of A 0�3 R BERT East-West Section looking South toward Kitchen < Z 18' Scale: 114"=1'-0" o uCTb No. 13E gPO,e9FGISTE FSS70NAL ARCHITECTS 2 Silas Drive Northborough Massachusetts 01532 Robert W. Dennis Jr. Registered Structural Engineer East Bridgewater, ALA General notes: 1. These drawings and specifications shall remain the sole and exclusive property of B + B Architects as instu ments of service. All drawings, sections of drawings, details and design concepts shall be used only for the purpose intended by the Architect and shall not be copied, amended or reused at another site without the express written consent of the Architect. 2. It is the responsibility of the Contractor to review these drawings and report any discrepancies to the Architect before construction has commenced. 3. Do not scale drawings, they may be reduced from original size 4. General Contractor will not make substitutions of any items specified herein without the written consent of the Architect. Date: 7/19/2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 4.12.2019 4.18.2019 Issue Dates: 12.2.2018 Issued for Pricing 4.15.2019 Window & dr revs 4.18.2019 historical Comm. 7.19.2019 Issued for permit Sections A-6 N O •O O V c `V a A U 0 00 Date: 7/19/2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 4.12.2019 4.18.2019 Issue Dates: 12.2.2018 Issued for Pricing 4.15.2019 Window & dr revs 4.18.2019 historical Comm. 7.19.2019 Issued for permit Sections A-6 n.t.s 19 -- -______ ------- _ ®_____________ 0 _______________________________-- 0 0 b is -00 0 Oo 01 IQ A L b ------------- ----- ------ ------------ o• 4 o- Pendant fbcture � Wall sconce Schedule Ceiling mounted fDdure 0 0 ® o o- Pendant fbcture � Wall sconce Schedule Ceiling mounted fDdure O with exhaust fan Count ---- Recessed light, o 3" diam. LED (by Juno). Walk Owner to select which D,, Trim Room Finish Schedule wee Rtor. =Icor Count Notes Base O Walk D,, Trim CeilingHeight 2'5 1/4"w x 4'7 1/4"h L `•-r'Ekttncal Plots 1. Nota; Fa -w, Irish or. all 4^cerwn doors. z be se ecsd by Da^er 2 Door Hardr._re x be -ale vary". cartin nick - Door T•n to be 3 1:2' flat, no exte-so- at to;,. painted -tereo colors to be se:eced by 0,,ner O ' -8'w x 6'43'h � z Window: 2' 5 1/4"w x 4' 7 1/4"h Paired: 5'-2" w x 6'-2 3/4"h OA r.o. Andersen A Series ADH2648 1. Paired at Garage/Master Bedroom addition, West Elevation 2. With 6 over 1 grilles per Historical Commission 2'-8'w x 6'-8'h t Andersen Series ATF2616 Door pith single ;laced interior transom `v 1.4 A 2 2' 5 1/4"w x 2' 11 1/4"h Tripled: 7-7 3/4" w x 4'-6 3/4" h OA r.o. Andersen A Series ADH2630 v _.. 1. Tripled at Kitchen 2 With 6 over 1 grilles per Historical Commission Transom: 2' 5 1/4"w x 1' 5 1/4"h $y S-1 U {,T. O 00 •. r, �+ a m 2'-5 1/4" w x 5'-11 1 /4" h Single: 2'-6" x 6'-0" I. Bas= m.. c ^; tc be Bresco pine 64[x1 FA 51:4' h, ptd. 1. Singles at North Elevation $ ; ~ Tripled: 7'-7 3/4" w x 6'-0"h OA r.o. Andersen A Series ADH2660 ,,, y8 1. Tripled at East Elevation Interior Transom: Z Brosco 3 -light Interior Transom, 4 9/16" jamb, 12" high (standard) x 2'-8" w direct set +r s O4'-2"ry - •'. i • ^ ry i 6 over 1 grilles to be added per Historical Commission ci -2. Dna- Tnm r be Bresm WM412 B3M 2 Re flat using 3 L'2• w. p:d. 3. Bas< -c be Ar&Y cased ape- ^g at G: ^g Roam to Kitchen Ha , see 3 .A'- f- - eranun dimensions a•1 aou • i'ib, x 6'8"h 4y z At LacnanaMilr;: 2 -Dox B't-Pass Pocke; doors, Johnson I-dr;are 1161)0%1: dx s x he sa eced by firmer, door : n:<nes5 13:8 i� •A 3'-0'2 z 6'-8"h A: Pantrii S--96 PPJ:e[ Door, khnson Ha-Jn'are 1OD721SC soft ucse: da to be saacnsd by 6nner, doer t-.cxness 1 3:6' ma. c -s Brosw pir+e 5Y14712 872D, 31,2' h 4-8'w x 6 .6 ^ At Master Bedroom Coseu 2'4 pair tun mm+rq Pocket dccrc_ O.<+all R. D. 3 3 1:2' w x 8 0 "h Inst: -g Door: 5-11 1:4' r,• x 7 11-L2' h Soeights; 1'-6 1,•'4' w x 7 -11 112' h Inst ^g Door. A -:ye -se^ A Ser es F6H.:D6080APLR Scehghts: A^lase• A Sores Pa5LD-:-1780 4: age' Rat•�e F-erch Darr screen s}Sam a to included a: all D9:cors- Etee fiberglass mesh - gre;. I� s 2' 6 1;2' x 6' 8"h 4. Por' -e- r be 6rosco 6627 2 1,12' w A,Je,s r A 5--s F;7HID 2768AL w � S 4' S pair s:!'d ecors at Basment Srtoage 8 -3' ,•: x ? -u h Geraae Lkors to be wleaed 7. Dwner 2 ?' . 6' 6' h :nosier transon•.: (sae hindow Sc^edu lin, 2' 6" Pozlat Dow a: St --c :.,th ;-;erir transom All :•.alts n to P=-sc ;_arc• -of ;Fte%laster Ptd. G.V:.B.. rip. Refe- n Laharrg a':a_: 1` A7 see assn:. --Ks - `aster Bedrnar' 101 r. x x x T-av ceiling AaB sca- as 1. Painted G.Vi.6 tray ceilb > g. refer to 2'4-6 fx profile - %faster Gowt 102 x 1 It x .. x 9 T' ., Ra��ed Baht fo:turas Sew Hall 183 x *. x x 9 0" :. Recessed light fatws_s Sew 5104 z r u z 9 0" I. Raced light fotures I. Exha_s: fan in ce ^g cotta W tubYC�c�shw%w 1. 36' x 42' shove• pe-. Frameless ;lass shw,=_r enclosure " Naste, Bath x x .: 9 0" 2. Raesed light fo:cur=_ F� hea.wr. ight the at shI'D' h s,tas at tub •rails 3. 105 3. Vrall sconces at sink _ F" height the stone accent wall at •;ae+*;. ; :c. G. Y:.B. a; wiles , Ptd. G.SV B. at +. naw ,all a -d entry don -+.all ._.. 0, i06 x x x. z Troy caring ria6 sconces 2. Pendant Pinar dining tack :. Painted G:h.B tra; -e f -g, refer to 21A-6 fa Prof -in 3. Rxtssed light Futures c' 1-c Yre[ Ban F, r s x 7' 3 112" 1. Recessed light foYurs_s New Reading Rea mock x z r 3 112" to match existing KRc^en il 1. Viascores ' • Ts area n hare 12'd W,Wd. S^ei•rmg aa^ adios. (Ctrsta^+ Cushion lOB cg. ht. 2. Recessed light futures by pr,nerl E%JRennrdiy09VtA'ty Y. x x x 7' 3 L'2" 7. 0.a«sed light fw.tures Ex.i ant tiReno z x r 3 1.2" 1. 0.aessed light iaaures I70 Yew •.:::he -111 x T 3112" and open 1. Receswd Bghtirg > >: ta"dg- z pendants a _ '513-c Nes., G ---age 6;1: x we x x 71-6" 1. Ced-g mo_ -ted light fumi,e 1. 7 r' +;--- toundnrude of I;asts Sew 6113 x x x x 74' 1. ceiling ma_ -ted light fixture L 7' 7" +; _ b underside of I -;cots -- _ " Storage 6:14 _ x z + ,• 7'7" t. underside ofI-joists E,.; Reno. M`dRu"r r. x x x ?-e _= nc rre_-:=_d light fixture 1, 7 7"+:- ;, underside of I -joists F JL Room Finish Schedule Not to scale Window Schedule Mark Window Unit R.O, w x h Specification Count Notes Ha,do:_•e O Motes - aO qVief 2'5 1/4"w x 4'7 1/4"h 2' 6"w x 4' 8"h Andersen A Series ADH2648 1. Nota; Fa -w, Irish or. all 4^cerwn doors. z be se ecsd by Da^er 2 Door Hardr._re x be -ale vary". cartin nick - Door T•n to be 3 1:2' flat, no exte-so- at to;,. painted -tereo colors to be se:eced by 0,,ner O ' -8'w x 6'43'h -ee plan Window: 2' 5 1/4"w x 4' 7 1/4"h Paired: 5'-2" w x 6'-2 3/4"h OA r.o. Andersen A Series ADH2648 1. Paired at Garage/Master Bedroom addition, West Elevation 2. With 6 over 1 grilles per Historical Commission 2'-8'w x 6'-8'h Transom: 2'5 1/4"w x 1' 5 1/4"h Andersen Series ATF2616 Door pith single ;laced interior transom `v 1.4 A - ' 2' 5 1/4"w x 2' 11 1/4"h Tripled: 7-7 3/4" w x 4'-6 3/4" h OA r.o. Andersen A Series ADH2630 1. Tripled at Kitchen 2 With 6 over 1 grilles per Historical Commission Transom: 2' 5 1/4"w x 1' 5 1/4"h Andersen Series ATF2616 S-1 U O 00 Cased ocening with s -g is glazes ^zercr transon' 44 2'-5 1/4" w x 5'-11 1 /4" h Single: 2'-6" x 6'-0" Andersen A Series ADH2660 1. Singles at North Elevation 2'-5 1/4" w x 5'-11 1 /4" h Tripled: 7'-7 3/4" w x 6'-0"h OA r.o. Andersen A Series ADH2660 4 1- 1: 2'w Y. 6 -6"h 1. Tripled at East Elevation Interior Transom: Brosco 3 -light Interior Transom, 4 9/16" jamb, 12" high (standard) x 2'-8" w direct set +r Transom at Cased Opening to Master Bedroom Hall and at door to Master Bedroom O4'-2"ry Note: At existing double hung windows (not including West Elevation picture window, West and South Elevations: 6 over 1 grilles to be added per Historical Commission Ar&Y cased ape- ^g at G: ^g Roam to Kitchen Ha , see 3 .A'- f- - eranun dimensions a•1 aou • Window Schedule Not to scale Door Schedule r -lark It ...5. Lr..t s:=..r::. h. N _ . Hard Ha,do:_•e O Motes - aO qVief it, Fri 1. Nota; Fa -w, Irish or. all 4^cerwn doors. z be se ecsd by Da^er 2 Door Hardr._re x be -ale vary". cartin nick - Door T•n to be 3 1:2' flat, no exte-so- at to;,. painted -tereo colors to be se:eced by 0,,ner O ' -8'w x 6'43'h -ee plan N,:ze At door connecting Garage to Sicp, dx- x be 20 minute - -- rated, am casing as req_eec ov code 2'-8'w x 6'-8'h Door pith single ;laced interior transom `v 1.4 A - ' :ntaror transom: (aa hindon• Sc edt,le: 2 -0'n x 6'-9 h S-1 U O 00 Cased ocening with s -g is glazes ^zercr transon' 4 1- 1: 2'w Y. 6 -6"h Ar&h cased ape- ^g at Reading tax•: cue 2:A2 or eWwcir.,^ c mensiara and radius +r O4'-2"ry x 6 -Wh Ar&Y cased ape- ^g at G: ^g Roam to Kitchen Ha , see 3 .A'- f- - eranun dimensions a•1 aou • i'ib, x 6'8"h At LacnanaMilr;: 2 -Dox B't-Pass Pocke; doors, Johnson I-dr;are 1161)0%1: dx s x he sa eced by firmer, door : n:<nes5 13:8 i� 3'-0'2 z 6'-8"h A: Pantrii S--96 PPJ:e[ Door, khnson Ha-Jn'are 1OD721SC soft ucse: da to be saacnsd by 6nner, doer t-.cxness 1 3:6' F771 4-8'w x 6 .6 ^ At Master Bedroom Coseu 2'4 pair tun mm+rq Pocket dccrc_ O.<+all R. D. 3 3 1:2' w x 8 0 "h Inst: -g Door: 5-11 1:4' r,• x 7 11-L2' h Soeights; 1'-6 1,•'4' w x 7 -11 112' h Inst ^g Door. A -:ye -se^ A Ser es F6H.:D6080APLR Scehghts: A^lase• A Sores Pa5LD-:-1780 4: age' Rat•�e F-erch Darr screen s}Sam a to included a: all D9:cors- Etee fiberglass mesh - gre;. I� 2' 6 1;2' x 6' 8"h A,Je,s r A 5--s F;7HID 2768AL Basement Entry 4 0" " Pair x 6' 6'h 4' S pair s:!'d ecors at Basment Srtoage 8 -3' ,•: x ? -u h Geraae Lkors to be wleaed 7. Dwner 2 ?' . 6' 6' h :nosier transon•.: (sae hindow Sc^edu lin, 2' 6" Pozlat Dow a: St --c :.,th ;-;erir transom Door Schedule Not to scale No. 7470 CAMBRIDGE ii, MA / ARCHITECTS 2 Silas Drive Northborough Massachusetts 01532 Robert W. Dennis Jr. Registered Structural Engineer East Bridgewater, MA General notes: 1. These drawings and specifications shall remain the sole and exclusive property of B + B Architects as insturmients of service. All drawings, sections of drawings, details and design concepts shall be used only for the purpose intended by the Architect and shall not be copied, amended or reused at another site without the express written consent of the Architect 2. It is the responsibility of the Contractor to review these drawings and report any discrepancies to the Architect before construction has commenced. 3. Do not scale drawings, they may be reduced from original size 4. General Contractor will not make substitutions of any items specified herein without the written consent of the Architect. Date: 7/19/2019 Revisions: 7.30.2018 8.282018 9.z8.zola 10:18.2018 11.19.2018 11.25.2018 4.12.2019 4.18.2019 Issue Dates: 12.2.2018 Issued for Pricing 4.15.2019 Window & dr revs 4.18.2019 IIistorical Comm. 7.19.2019 Issued for permit Schedules, Lighting layout A-7 It N �l O aO qVief it, Fri 0 O T� `v 1.4 A - ' S-1 U O 00 Date: 7/19/2019 Revisions: 7.30.2018 8.282018 9.z8.zola 10:18.2018 11.19.2018 11.25.2018 4.12.2019 4.18.2019 Issue Dates: 12.2.2018 Issued for Pricing 4.15.2019 Window & dr revs 4.18.2019 IIistorical Comm. 7.19.2019 Issued for permit Schedules, Lighting layout A-7 6" K -.style gutter and downspouts Mtl, fasda drip edge RPI Royal Edge EPDM roofing systen .060 or approved equal. 114— Refer to manuf. for bonding adhesive,water dam, waterproofing and nailing to meet warranty req'mts 3/4" roof sheathing —J Ptd. G.W.B Tray ceiling, refer to 2/A6 for profile J Roof rafters, refer to 1/A8 R49 dosed cell spray foam roof insulation, 8 1/4" 2" x 6" wall framing w,r R21 dosed cell spray foam wall insulation, 3 1/2" LVL header, Refer to 1/A8 T + G soft panel to be TruE terior trim by Bora' (Poly -Ash trim), 5/8" x 6" Single Beadboard, ptd. Polyurethane sealant at all joints, typ. Refer to Door Schedule for door R.O. and unit size Exterior wd. singles 3/4" engineered wd. flr. 3/4" T+G OSB subfloor by AdvanTech, glued and nailed Floor I joists IS 7/8"d, refer to 1 W 12 1 ni�M N 0 R30 dosed cell spray foam insulation at floors Ptd. G.W.B. ceiling _ ^• 8 7 a. M Ex. flr. & o .� -+ sub-flr. I r New fit. and sub fir. Refer to 3/A8 E L for typ. notes M w $ v v � i3 o i .3 ��ci a U C X d 2" x 6" wall framing with R21 closed cell spray foam insulation 3 1/2" 3/4" engineered wd. floor I joists, refer to 1/AS _ Ptd. G.W.B. ceiling 0 Ex. flr. joists 7 New BCI 117/8" 6500 1.8 series I joists Pressure treated sill plate on sill gasket o 1/2" Anchor bolts embedded min. 7" @ 72" o.c. 11.0 Reinforcing: "^ #4 horiz. rods: 1 at 6" below top of wall, 1 at 6 LL halfway point, 1 within 6" of bottom of stem wall. Attach to ex. cont. wall w/ for door no., cut opng. extra #4 rods at 48" o.c.verticaly, 0 (2) Hilt! 12" x 5 1/2" Kwik E At spread footing, (3) #4's at 3" from bottom of ftg. �A " Bolt 3 Long Thread expansion on ea. side of opng. E Grade varies, grade to slope away from wall at min 5%, anchors ev, 16" o.c, 1 1/2" � to support (2) new at all locations c� LL from top and 11 /2" from bottom .typ. 13/4" x 7 1/4" LVL's CZ - Dampproofing or waterproofing to 6" min. above grade A o � 8" Concrete foundation wall and footing, verify top of cont. n ° At new r.o. at through ex. fndtn. `before pour to achieve match with ex. fin. flr. Ex. fndtn. wall 4-4 :I' ro U m the nearest pair of anchor bolts to either f 'll b h h bol Dimensional asphalt roofing 4" concrete slab w/ w.w.f. shingles by Owens Corning, 6 mil polyethylene vapor barrier Duration Premium Cool or above 2" XPS rigid insulation approved equal 4" crushed stone R49 dosed cell spr 12 foam insulation at f 7 1/2 Filter fabric surrounding %n• Ptd. G.W.B ceilings 3/4" gravel, 4" diam. " perim. drain pipe 18" w x 12"d T & G soffit panel to be spread footing ; TruFxtedor trim by Boral (Poly -Ash trim), 5/8" x 6" Spread footing single headboard, ptd min. 4' below frost line � Polyurethane sealant at 1101, © all joints, typ, 5" K -style gutters and downspouts Typ. window header, Wall section at Living/Dining refer to 1/A8 A8 1/2" = V-0" a. M Ex. flr. & o .� -+ sub-flr. I r New fit. and sub fir. Refer to 3/A8 E L for typ. notes M w $ v v � i3 o i .3 ��ci a U C X d 2" x 6" wall framing with R21 closed cell spray foam insulation 3 1/2" 3/4" engineered wd. floor I joists, refer to 1/AS _ Ptd. G.W.B. ceiling 0 Ex. flr. joists 7 New BCI 117/8" 6500 1.8 series I joists slue o r.o. wi e t roug - ted. 3/4" T & G O.S.B, r �� subfloor by Advantech, - " w / b 1 Ledger support of new joists at ex. fndtn. wall glued and nailed o A8 1/2" = 1'-0" ^, LL R30 closed cell spray foam insulation at floors u +^ E Ex. Roof rafters and ridge bd. 2 x 12 nailer ¢` ' Optional: nail flanges of new ^" ii I -joists to existing rafters Refer to 3/A8 for typ. notes and o for typ. footing info. "^ o New 61.1 7/8" 6500 m .8 series I -j Nail Nail _ ^" Nail Ridg Beam (2 ply) 1 3/4" x 9 1/4" LVL _ Trim, top of ridge beam so that new 1 -joists sit flush Wall section at Garage/Master I - joist to Ridge Beam connection A8 1/2" = 1'-0" A8 n.t.s. 11 5 As Existing roof framing bearing wall Framing diagram from the Southwest A8 n.t.s New Ridge Beam (2 ply) 13,4" x 91/4" LVL New 4" x 4" Versalam support posts, one at each end of LVL, and at approximately the third points along the span. New Roof rafters, BCI 117/8" - 6500 1.8 series I joists at 16" o.c. New Ridge beam supporting I joist rafters, (2 ply) 1314" x 18" LVL New 2" x 6" framing at Living Rm/Dining Rm tray ceiling suspended from I joist rafters New 4" x 4" Versatam support at 32" o.c., ptd. G.W.B. ceiling posts, (1) at each end of LVL, and (1) at center of span New Headers at French door and sidelights, New (3 ply) 13/4" x 16" LVL and triple windows, header over area of original 3 ply) 13/4" x 7 1/4" LVL rear wall being removed (at kitchen) I Ptd. G.W.B. ceiling 11.0 New 13/4" x 7 1/4" LVL port I joists. 6 At location of wall cut Attach to ex. cont. wall w/ for door no., cut opng. extra �^"` 0 (2) Hilt! 12" x 5 1/2" Kwik E 7"- 8" w to accom. lally col. Bolt 3 Long Thread expansion on ea. side of opng. anchors ev, 16" o.c, 1 1/2" � to support (2) new ^•- c� i from top and 11 /2" from bottom 13/4" x 7 1/4" LVL's - A � � ^ At new r.o. at through ex. fndtn. Ex. fndtn. wall 4-4 wall for 5'x 6'8" pair doors to Shop, U O 00 the nearest pair of anchor bolts to either f 'll b h h bol slue o r.o. wi e t roug - ted. 3/4" T & G O.S.B, r �� subfloor by Advantech, - " w / b 1 Ledger support of new joists at ex. fndtn. wall glued and nailed o A8 1/2" = 1'-0" ^, LL R30 closed cell spray foam insulation at floors u +^ E Ex. Roof rafters and ridge bd. 2 x 12 nailer ¢` ' Optional: nail flanges of new ^" ii I -joists to existing rafters Refer to 3/A8 for typ. notes and o for typ. footing info. "^ o New 61.1 7/8" 6500 m .8 series I -j Nail Nail _ ^" Nail Ridg Beam (2 ply) 1 3/4" x 9 1/4" LVL _ Trim, top of ridge beam so that new 1 -joists sit flush Wall section at Garage/Master I - joist to Ridge Beam connection A8 1/2" = 1'-0" A8 n.t.s. 11 5 As Existing roof framing bearing wall Framing diagram from the Southwest A8 n.t.s New Ridge Beam (2 ply) 13,4" x 91/4" LVL New 4" x 4" Versalam support posts, one at each end of LVL, and at approximately the third points along the span. New Roof rafters, BCI 117/8" - 6500 1.8 series I joists at 16" o.c. New Ridge beam supporting I joist rafters, (2 ply) 1314" x 18" LVL New 2" x 6" framing at Living Rm/Dining Rm tray ceiling suspended from I joist rafters New 4" x 4" Versatam support at 32" o.c., ptd. G.W.B. ceiling posts, (1) at each end of LVL, and (1) at center of span New Headers at French door and sidelights, New (3 ply) 13/4" x 16" LVL and triple windows, header over area of original 3 ply) 13/4" x 7 1/4" LVL rear wall being removed (at kitchen) I 11.0 N O 6 AS 0 E I Te In new foundation at existing garage comer, drill 12" o.c. vertical, insert #4 relnf. bar 6" deep, epoxy fill. 1" x 12" Ridge board at Hall/Study area New 2" x 10" rafters at 16" o.c., 2" x 6" collar ties at 32" o.c. 2" x 8" ceiling joists at Hall/Study area (Exterior walls hidden to show structural system) 2" x 6" wd. framed infill pier Structural ridge beam at Master Bedroom cathedral ceiling (2 ply) 13/4" x 117/8" posted down with 4" x 4" Versalam to center of header at French door on one end, and at Master Bedroom interior wall at other end. New 6" poured cont, foundation walls at Garage addition Header at French Door and sidelights (3 ply) 13/4" x 7 1/4" LVL r ARCHITECTS 2 Silas Drive Northborough Massachusetts 01532 Robert W. Dennis Jr. Registered Structural Engineer East Bridgewater, TNIA General notes: 1. These drawings and specifications shall remain the sole and exclusive property of B + B Architects as instartnents of service. All drawings, sections of drawings, details and design concepts shall be used only for the purpose intended by the Architect and shall not be copied, amended or reused at another site without the express written consent of the Architect. 2. It is the responsibility of the Contractor to review these drawings and report any discrepancies to the Architect before construction has commenced. 3. Do not scale drawings, they may be reduced from original size 4. General Contractorwill not make substitutions of any items specified herein without the written consent of the Architect. Date: 7/19/2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 4.12.2019 4. 18.2019 Issue Dates: 12.2.2018 Issued for Pricing 4.15.2019 Window & dr revs 4.18.2019 f$storical Comm. 7.19.2019 Issued for permit Framing diagram, Wall sections 11.0 N O � O 0 E � V � O c� `V A � � 4-4 U O 00 Date: 7/19/2019 Revisions: 7.30.2018 8.28.2018 9.28.2018 10.18.2018 11.19.2018 11.25.2018 4.12.2019 4. 18.2019 Issue Dates: 12.2.2018 Issued for Pricing 4.15.2019 Window & dr revs 4.18.2019 f$storical Comm. 7.19.2019 Issued for permit Framing diagram, Wall sections �/ �/ Ilnllllllll 111 IulYp III \� 1, -II II III II I /1/11111 II 1 II n I. n ilunl 1u11 _._ —' limluuuuu 1111191111 1 ' . � Iullu11n1u11n11n1n1nlunulnilii 1I SIO tlO nulnln 1.11.1.1\Y oil Illlllilll 11011111111lil II 1111111 111 _ 11111M1 �� nm tun ��� II IIJ1111 1111111111 �� ni'iiiiiiiiiI I I! It111t11 111111111 � 111w lln 111'1111111 I 11\I�ill >_ 111111.1 011111111 11,111111011 0111� 1111i�1 11 'ii 1'111 il V,. .L 1, some.. 11 ml Is I mi mosa 2 1I SIO M■.I{I 1I 11/{11 II 1111..1{� 1somess1 {I 11.■{1 I NMIall ...._ I{I a•.1. It {II ;,. me {I I.1 I. _I . i:• .. i1 g1 Is r Partial pla Scale: n1s. East Elevation Scale: 114"=1'-0" window revisions at Living Room �REcEIr��-#_ SEP 27 a UILDIMG vl_ BSB ARCHITECTS 2 Silas Drive Northborough Massachusetts 01532 Robert W. Dennis Jr. Registered Structural Engineer East Bridgewater, MA Notes: Proposed window opening revisions for compliance with Town of Yarmouth wind load design requirements. Clouds denote area of change. Date: 30 August 2019 Plan & East Elevation ldow revisions at Living Room SK -1 N � A o � O •O � •� 4-4 Cn S� O 0 PIZ 00 U c 0 Date: 30 August 2019 Plan & East Elevation ldow revisions at Living Room SK -1 � A o � a � v � 4-4 U 0 00 Date: 30 August 2019 Plan & East Elevation ldow revisions at Living Room SK -1