Loading...
102 Aquatic Dr site plan revision - trash enclosures, meter center 1 (0 -SF-N7 - 1793 t& - SRRT-(gp 1 ?f 1(0 -S FAT - 1798 CITY OF ATLANTIC BEACH ssl I �D - 17 800 Seminole Road S P 7 - 9 7 Atlantic Beach,Florida 32233 Telephone 904 247-5800 (D -SFfrT - 1795 pFAX(904)247-5845 1 �J;3 �? / (P - SPP,7 - 1794 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date:G I A I Received by: Resubmitted: Permit Nurnber. Original Plans ExaminerProject Name: ProjectAddress: 102 Ate, Contractor: M,VL M 6,,*k Y .-�! ��c�'Contact Name:_M,- . M Contact Phone : yo y- db 7- (ono 6 Contact e-mail: )ny, MC-T)g42 S CC 0 Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: IAN 1 Additional Increase in Building Value: $__D Additional S.F. C) Site Plan Revised: \\ Public W/U Approval: By signing below.I 1-)EfLn , affirm that the above revision is inclusive of h o hanges. 01/ 1/7 Signmt of Contractor/Agent(contrecler must sign if inse..in vsf.sfion) Date wwnn Once Use Only Date:r//i f 3 t App,,,,,: RejecW: Notifiedby: Plan Review Comments: D ent review re uired Yes No Buildin Planninq &zomnaD Plans Examiner Tree Administrator / uhli Works Public UtilBip u b l ic Safety Date aamuivte ew.3 Fire Services TO 13E SSrJT OOT o ^-� eVAALL. toN6f13 VjE GET IT If ) [ � -SF*7 - 1.793 CC� - SRAT-l8O(� �S LJry" 1 _ST- 1798- CITY OF ATLANTIC BEACH S 800 Seminole Road P_A T - (79 r .l 7 Atlantic Beach,Florida 32233 J �) /CO "S FA T- 179 (o Telephone(904)247-5800 /6P —SPf';T- 1795 FAX(904)247-5845 -Jit �� 1r/+T - 1794 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date:01 I Received by: Resubmitted: PermitN=,. ber: Original Plans Examiner: I Project Name:_A,1,.E\CC. ' Project Address: io2 A,,-,,.�;� ("�} Contractor: i 21 t�cF�,:l P .� (a. 6,•ContactName: mye mt.gzl Contact Phone : qo'l- 3671' (,o.15 - Contact e-mail: M,hine Tp i?5. co,., Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existin Permit: Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name) )_1T'i�. L.)Pr�S� affirm that the above revision is inclusive of �'� barges. 01/1/ SignataTe of Contractor/Agent(Contractor must sip ifin r e in vd afion) Date -r Ogc,Use Only Dater AppmvM:� Rejected: Notified by: Plan Review Comments: Dent review required Yes No Buildin ^sA -~f Planning &Zoni Tree Administrator Plans Examiner ubli Works Public Utiliti Public Safety Date cwa assns aev.s Fire Services 7'O >eS6.JTC7OT oNEMkLL- t.ONEN wE Cites- 1T 1rJ �Sffi- M81, MR- --------mom I 4r ---------- -g.K-im al Ott IN B F Al 70 'g� ll�"IR i", J% '11. _2 j Aw,R it, "I ` �g�ngg 41, g. g rt il�,'All 'M '401fin I W, UNDER= ...... ....... im m "Al . MMI 0 -.l--,-'l---.----------- 5t zn�- N$ ...... Seal Building Code Data, Aquatic Townhouses. '-o -0 -'0 '�o -0 '0 C: or 1-3 (Tbwn,houses� 4 �Tbwnho 5 abwnhouses� housesi 0 0 Building Num ,, "n 00 CO �VB L/) 5: 0 C14 C14 0 N N Type of Construction per IBC Table 503 VB VB V& Drawing in ex. Drawing Index > V a) Q,- 0 CN NA N/A N/A N/A no 0 ry 0 Spninkler System Provided 4 C-4 CY) R3 R3 R3 R3: Group 177 3 3 3 3 Maximum Number of Stories per IBCTable.503 N/A NA N/A Civil - Approved Permit Drawings (06/24/2016) Architectural Height.Modification rper IBC 50412 Allowable.Number of Stories after IBG 504I.Height Modifications NA N/A N/A N/A I CoverSheet A5.Oa Typical Details 3 3 3 3 .Actual Number of Stores 2 General Notes A5.Ob Typical Details 3 Site Plan A5.Oc Typical Details M irMUM BrUildingr t- ax H�e t in:feet per IBC Table 503 40f 40' 40 49 Michael R. Poole FL Lic. #AR001 6766 4 Pre-Development Drainage Plan .... ..... --,A /'t - A, He�ht Modification IBC 504.2r NA N/A N/A N/A 5,Qd, .p __Q fia"ils- Allowable Building, Height after IBC 504.2 Height Modification WA NIA N/A N/A 5 Post Development Drainage Plan A5.Oe Typical Details 4 34- 34'-11 32 Actual Buildin2 Height,in Feet 6 Paving and Drainage Plan 7 Water and Sewer Plan A5.1 B I Sections Allowable Building Area Floor Area per ISC Table 503 UNLIMITF=D UNLIMITED UNLIMITED UNLIMITED 8A Paving and Drainage Details A5.2 B2 Sections Automatic Sprinkler System. Increase per 506.3 NA N/A N/A N/A 813 Paving and Drainage Details Allowable Bluilding, Floor Area WA NIA N/A N/A A5.3a B3 Sections 0 Allowable Building Area per 506.5,2 (Area Determination)-TOTAL NA N/A N/A 8C Paving and Drainage Details A5.3b B3 Sections A5.4 C I Sections ------------- 9 Pond Modification Sections Actual Buil Floor.Area.per Floor 10A Water and Sewer Details A5.5 Interior Wall Sections - First Residential Lew 4,729 3,127 31127 2,27.9 ---------- 1013 Water and Sewer Details 35 11886 - Second Residential Le\el 09:1 3,091 -Tbird Residential Level 2,894 1,291 759 1 0C Water and Sewer Details A6.0 Amenity Plans & Interior Elevations Pooff 4 Pooff WHIRMH 10D Water and Sewer Details 3736 Winterfield Road, Suite 102 Actual Bru' jr jr 944 7,1509 7509 4,917 10E Water and Sewer Details Midlothian, Virginia 23113 ilding Area -TOTAL �S,F-) 11 Clearing and Sediment and Erosion Control Plan Telephone 804.225.0215 12 Storm Water Pollution Prevention Plan www.2pa.net Stair Width- Minimum requiredr Width:-36" Pro\Aded Width -42" Plumbing AA-0003522 13A Tree Mitigation Plan P1 .0 General Plumbing Notes, Legends and Details 13B Tree Mitigation Plan - ------ ie: 9W Landscape Plan 14A P2.1 it Plumbing Supply Plans By: ASM 14B g um ing upp y ans Permit TWO 8 EDROOM Structural P2.4 Unit Plumbing Supply Plans July 22, 2016 P3.0 BI 2 BR/2.5 BA 1398.00 754.00 2152,00 0 0 1 1 0 2 8,707o 2,796.00 4,304.00 S0.1 General Notes Unit Plumbing Waste Plans Construction Release Set: 719.00 2135.00 3 3 3 0 0 0 9 39.13%. 19,744.00 1 9,215.00r Unit Plumbing Waste Plans B2 2 BR/2.5-.BA 1411 SO.2 General Notes P3.1 B3 2 BR/2.5 BA 1467.00 748.00 2215.00 2 2 2 0 0 2 8 �34.787o 11,736.00 17,72U0 Building 1-3 - Foundation Plans P3.2 Unit Plumbing Waste Plans S1.1 Revisions -6 - Foundation Plans P3.3 S1 .2 Building 4 Unit Plumbing Waste Plans No. Date Description S2.1 Building 1-3 - All Floor Framing Plans 9 P3.4 Unit Plumbing Waste Plans 1 09/12/16 Permit Comments 77 -lumbing Site Plan uildinq 4-5 - All Floor Framing Plans B r S2.2 THREE BEDROOMS (Z 1) 1� Building 6 - All Floor Framing Plans C1 3 BR/2.5:BA 1697.00 745,00 2442.0G 0 0 0 1 1 0 2 8.70% 3t394�00 4,884�00 S3.OA Roof Truss Bearing Wall Anchorage Details Mechanical fl.*-% C1-ALT 3 BR12�5 BA 1697.00 745z.UV 2442.00 0 0 0 1 1 0 2 8-70%, 3,394.00 4,884.roO S3.013 Roof Truss Bearing Wall Anchorage DetarilS M1 .0 General Mechanical Notes, Legends and Details S3.1 Building 1-6 - Roof Framing Plans 0 M2.0 Unit HVAC Plans S4.0 Beam Header & Wall Schedules W ans ni oor raming -ins; ..........I'll, _01, IN,,I r ............ Shear wall Anchorage Details & Schedules S5.OA ---------- K 2 5 5 3 3 5 M2.3 Unit HVAC Plans 34064-00 51 007�00 S5.013 Shear wall Anchorage Details & Schedules 213 10(1,6100X� - ------- ... M2.4 Unit HVAC Plans S5.1 Building I - First Level Bracing Plan S5.2 Building I - Second & Third Level Bracing Plarn S5.3 Building 2 - First, Second & Third Level Bracing Plan 0 Electrical INSULATION TABLE PER 2014 FLORIDA ENERGY CONSERVATION CODE S6.1 Foundation Sections & Details E1 .0 General Electrical Notes, Legends, and Details ZONE WINDOW INSULATION S6.2 Foundation Sections & Details E1 .1 Electrical Panel Schedules U-FACTOR SHGC WALL CEILING FLOOR SLAB S7.1 Floor Framing Sections & Details 19 E 1 .2 Electrical Site Plan 0 2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the 2A property of Poole&Poole Architecture,LLC and shall not 0.65 0.30 R-13 R-30 R-13 0 S7.2 Floor Framing Sections & Details E2.0 Unit Electrical Plans be used or reproduced in whole or part in any form without prior written consent of Poole&Poole S7.3 Floor Framing Sections & Details E2.1 Unit Electrical Plans Architecture,LLC. S7.4 Floor Framing Sections & Details E2.2 Unit Electrical Plans To the best of the architects or S7.5 Floor Framing Sections & Details E2.3 Unit Electrical Plans engineers knowledge, the plans and specifications comply with the S7.6 Floor Framing Sections & Details E2.4 Unit Electrical Plans applicable minimum building codes APPLICABLE CODES: S7.7 Floor Framing Sections & Details E3.0 Unit Lighting Plans and the applicable fire_Srafety standards as determined by the local BUILDING CODES: S8.1 Roof Framing Sections & Details E3.1 Unit Lighting Plans authority in accordance with 2014 S8.2 Roof Framing Sections & Details E3.2 Unit Lighting Plans FBC and Chapter 633 statutes. Building Code- .2014 FLORIDA BUILDING CODE S8.3 Roof Framing Sections & Details 0 E3.3 Unit Lighting Plans Mechanical Code-2014 FLORIDA MECHANICAL CODE S9.1 Amenity Foundation & Framing Plans E3.4 Unit Lighti.ng Plans Plumbing Code - 2014 FLORIDA PLUMBING CODE Electrical Code- 2014 NATIONAL ELECTRICAL COC E General Energy Code- 2014 FLORIDA ENERGY CODE AO.I Drawing Index, Code & Data aw Life Safety- 2014 FLORIDA BUILDING CODE A0.2a_ Rated Assemblies Wall/Columns �71 A0.2b, Rated Assemblies Penetrations Fire Code-2014 FLORIDA FIRE PREVENTION CODE 0 7 , AO.2c Rated Assemblies Penetrations Accessibility-2014 FLORIDA ACCESSIBILITY CODE AO.3 Life Safety Plans I WE AO.4 Architectural Site Plan 42 A Jq" 4-- >1 Architectural 1 .0 Door, Window & Hardware Schedules, General Notes & Typical Unit Details 0 0 A H A1 .1a Unit BI - Floor Plans it BI - Interior Elevations U Ln U A1 .1b Un, U a) A 1 .2a Unit B2 - Floor Plans 0 00 -- 01� A 1 .2b, Unit B2 - Interior Elevations 0 A1 .3a Unit B3 - Floor Plans 0 MINN A1 .3c Unit B3 - Reflected Ceiling Plans A/1-416-Aj -tT--\Ftb' o-r"P­I-d- ns 61 Al Ac Unit C1 - Reflected Ceiling Plans A2.1 a Building 1-3 - Slab 00 A2.1 b Building 1-3 - First & Second Floors 00 A2.1 c Building 1-3 - Third Floor & Roof Plan A2.2a Building 4 - Slab A2.2b Building 4 - First & Second Floors A2.2c Building 4 -Third Floor & Roof Plan A2.3a Building 5 - Slab A2.3b Building 5 - First & Second Floors A2.3c Building 5 - Third Floor & Roof Plan A2.4a Building 6 - Slab A2.4b Building 6 - First, Second, Third Floors & Roof Plan LIN Enlarged Plans & Roof Details -r6 10jV A2.5 SIGIV" A3.0 Enlarged Exterior Elevations 9 A3.1 a Building 1-3 - Exterior Elevations 0 0 A3.1 b Building 4 - Exterior Elevations 0 Drawing Title: A3.1 c Building 5 - Exterior Elevations -Drawings Index A3.1 d Building 6 - Exterior Elevations 9 Code & Project Data A4.Oa Unit B I - Stair Plans, Section & Typical Stair Details 0 A4.Ob Unit B2 - Stair Plans & Section 2; W A4.Oc Unit B3 - Stair Plans & Section LU A4.0d Unit C I - Sf air Plans & Section rill 0 U_ r) LU V) Uj I F Bull 4�11 T d . - Seal �-- _- �-- —� - i r r \ �tL*____" _ _ -- �... --""".' _ I I",F,N El 1_ ' i I H ,- I , ._._ t „ , _ w 1! , _. 10 \ Cp 1 _. t _,. - , st , -� Michael R. Poole FL Lic. #AR0416766 a) � � ,,,....., »,1 i 11� 1� I � I - -�----�M�---_--�����--_a - r J' % __�__ I . AA4 ____-_ : t i ,. �. :. it= ::�__��� r 12'_511 BLDG #6 t ,.,.,.�•...r v . y -- \ �� 11 717-1y, _ HVAC La Out - Three UnitsI�Qq , r __. �} 1 L f 1` 0 Scale. 1 4" Plan \,.._ _ ,r _, _ _ , w r---- \, „ . - 1 - ;, or % \ r �, "r - - - k t k e J .. ., - . . ,+ .. - - t ..a. t : r 91-IIIA POOLE E POOLE AR(HITEGRE 37 42 '•,\ i W. fi 36 Winterfield Road, Suite 1 ``" l — Midlothian, Virginia 23113 ' iW ; _ � 1. Telephone 804.225.4215 1-1 �11 -I j =, �, 111 www.2pa.net 1k a) I I I Ih ` T ` . �I l ; Y AA-4003522 it 1 . 11 ,61,1,111;1 _ _ 1 �` Project; 1550.00 i x,r1 �' `x ` `„ w ✓ >c, `fit �,,...-•-'-" �� m t �� CADD File: MSSP f I I I - ,\,x xv-f.: £a k Y x"£ r r „Y`; a Y -.r s"r �'-< ,-�,t t-< r'-�`�' .r'r 4,�,. { 51_ 41 3 _g," -la I < �yXu 7 h�� �z /� a sa r Drawn By: ASM �� �� 7y sy, ''7 �.., 'ivy , ,.y' y. ,''y ,�, 1 I 3 xr { a-- c .--;g� .;z .. .r rv'✓ ✓ �},", 2. ? `t t ✓'.s > I II � ��� z r a Y Checked By: GA - 1 a a Asa i r'� r r y -ry z"'' > a �, �'.sz,x r- x _`�"�' a c a r .ir.�+.wx}G..„ y y xhI M.3 s. �.. Permit Release Set: ry:. r s RETENTION PQND y, - - �� J 7� fik � j,,�:> July 22, 2016 HVAC La out - Two Units HVAC L yout - Two Unit RE: CivIL � { s y y x<� 9 fi r �� 041 11100 ' {�►+�lj Y - / Construction Release Set: = 11 F 1 ,� Scale; 1 ^ „ _ 1,T0„ Plan Y Scale: 1/4 = 1 -0 Plan f — - -. \ / \i * c ___._,. v i +-.: .,r �,/. \, �,, ,,F, \r- .: .+,- ,../ '..t \,, \, , \/ 'a.: •,' \ ' ', >.�a y 2, ty fl.5*u„yam' ��� r x T� ` ~� Revisions a � y � WOON r., ,„- :+ ,?\ .h,.- \. ,.:'- ./`, ,r\,,:,_ ..,:l` _ h' ,-.,--� .3_ "4.-rc� {Yra s r t It 4)R 1 /\ , .h \., / __, _ � , _ __ w �_{ a 1 No. Date Description ' s Z y F J . , ` a -> 1 0 /12/16 Permit Comments _k r '. , -11 �� z 1 -- AMENITY 2 10/21/16 Permit Comments ��,, CONDENSER SNIT a"y d Z �� 7 Y y` ,' u i 11/08/16 ASI-01 I=T 5/4X DEG<NG ___. - : _, ; >r Gy u : ,` _ t ;Y . , ., µ 11 r .�,� ..--=-=`..i YVet 1-1- Y r>3 'Ey1. c.. _ L I i � • � ., e �t - ((] ... ................. ` A I y ( / 4 7 .,� x I _ irk" r 1 -: �\ 11 , ,\ r d (� T t, x - y I ss n > C2) I/2" QAC _.--- ',rJF J � '-�11 3'-��" 'PL.ATa :ML zl SC7L.T5 E'ER 1='C.?5T \I % rI.> �z j 11 FT &X�o RAIL, y ��; t .. a r1. �66tl±,. r Y-t 1 4 ' l=T 2XIO FRAMING 4 r? xZ✓,' r 1 \' -':x -s r s� :,� y\ x �k. � HVAC Platform ry+ �.-�^� - Three Units11 I a �Y C(� ( 4�, 1 f-p°, Plan t ;�1 s Z . ,, V V a I V• 1 i ,..z -z`°x Ty 't3£r r', \11 J , S >1 O 2016 Poole&Poole Architecture LLC 4 11 L ' 5� „� l- 4,< Drawing's and specifications are and shall remain the i. cis, zIN I - r ri�� \ property of Poole&Poole Architecture,LLC and shall not t �t s xs",C,� r J' r$ " ` be used or reproduced in whole or part in any form. %' GDNDNSER KNIT 7 r s a j \r without prior written consent of Poole&Poole FT 5/4X DECIGINC� ! � Q t. J y\�YaW \ 8 Z BLDG #3 11 x ,, ._ 111.11,1._....,.,._ ., ,_, 1._.,..,... .,_... Architecture I.I.C. 11� rt= x ,�`. > a t f To the best of the architects or > - 11 x U. s and : x / engineers knowledge the plans s r \: / ,. _, . ....: j ` l; ti 1 ;; specifications comply with the 1 :: ' r srw x rvar �,j C \ f" 'max. .'>nrx _ ©des �� w -11111 I GQNU�NSi=R UNIT `;I x r ! applicable minimum building c ,{ y C` , ", and the applicable fire-safety : .. 11 � F'T 5 D ` a '` al a . :> k __- standards as determined by the local \ i 'r t _ ,. y . authority In accordance with _ y� ,{ \, a g o rel 1 S rr 11 ,) L�J 1 o n I V FBC and Chapter 6 statutes. 11 C2) 1/2" L.AC 2� 1/2'1 L_AC 11 -1 3IT X_ I ; % / I ,/I __., r 1 30LT� 1~' R 1`'05T 9'- 3'-11" 1~'L_ATFCIRI"1OL_T5 F'ER i�05T 1� A O Fri f i (,J v£3"' ! g„ Y t+3�-yC .a ', PT r Xt RAIL ,4 I- 4 P hXI'o RAIL. t..y a >H r �, m, III r av� J� �d Y�a,'� � ___� t. 99 % �� . I i' - - t FT 2XIO FRAMING f'T 2XIO FRAMING - I i .1 \11 \ \ \ /• ,,._,_. "-"^,,. r,., y " '"\/1 ",„fes '\r r ! .. ,_r,, r . BLDG #S ,. ,: .- r I 11 11 r S \, \ %, VAC Platform - Single Unit HVAC Platform Two Units ` �� f' 87F11-1 I "Z \ /% t r, ,, , „ f rf x, „ S ale: 1/4 = 1 -0 Plan ;F ,� z 4 1 0 Plan , 1 _., __ _., I 1.11 _ _, �. . , _ , _ \ �s Z& .. 3 k Y>,7. 3. �-jos �,7. i !r t 11 I ' ,-5 ` -`F ,N,-, 00-00 7 I �.,.... y / q 1 n: 11 4 _ ,,. 1--11 1 ✓ .:a _ W.' _ __. _ fi L. _ _ . _ l , c .1 j1 ✓_ .... TP \ I I 4) A��, t t I 1/1-1-1 t11% . 1k '�_ E 1�Py 7K V'n',t, I = = //�­­-` . . 1 11 '\ - .1 .. ��, I I d)I �� I I -1 - = I� / / l 11 = I I (* � II II ; / 11 I � I I j I 4t � \,11 I ,- <1 ” Iii � I i rx1, I -- .1, I ".. rri�/�; y u .... /'� I I I I �,J . . � . It!!!- .� - � � " I 1'�, � - - �_� �_ I : , I I 11 -"��--l�-�I'l"""'.,�-�-'-���-����-:-��,,T � _______:1 . ; ! I I I � - ... , I. I � I I I 1\1�_ � I d) �� � � I � M I I � I ; � LL7I I 1 ;r I % 17 '. , 11 I"" to � . 0 11 I .. : 11 '1� = I I I " .� . I I , : I 1> / ti1 i . ; � E /_ r/\��/r J V I I J3 7 __ J� I I j} . ^` 0 i _ , t •! I , �Y '-n 5 V fW�)y __)t�_ _111'� � 1���0_4 � 4 ��, ,1, I p WC r� ,+ 1 I I „I-K/" 13 -�O < t �i Y l ro�N. Y r`a t,f. i 14 -G ( TYP. t ray , s ,: "" E 0 ` 11 / \ I \ r.. i- ..` 1\. i. 1 ,/',_. 'Y"�-- 4 _ ire ""r"'" y '1 './ -1 1 t. X x a`✓ _ ,� i� . E /^�IaE i FL J/ �( y�Y-fr^i`G b -�1. �V • +r, 11 4 f,[//•T \r F'F �p �� fur KY , : 0 /I / I 11 ;1; 1> i I 'I'll . ,,. 1. ,�� ,.� . - � ,I- ,­�1� 0 -4— Qe a) CIO W .,� 11 _ HVAC La out Two Units �: " 1-- tU HVAC Layout Three Units T �� r� ��''� ` BLDG#2 ( U I 11 VVV 11 t !! PI("�n Scale. 1/4C5 - 1 -0 Plan a \, +[��} +- Scale; 1 4 - r, Iz-NME I INk1. r � < �x +` J11 ,I11 I tfX t 11% k , \ E TY . r , ; I I C) a I < �5 �f , % I i - ,r'i =- :c.rK, ..�� 'rte if a - n r { - , : 3 p .. I I "�t 11:_- ­ . I . N 14 -� D < C: I 4) a) (* ,� f /,� �N, �,-,, _� ­­ "l-.1" ... . . ,� ,� 11� — � �0 J I � I /\1_.__/1�___, "__ _­ ___,/"__,_,__�,___ 11 _,­�__'-1__.. L_ 11�. , I , � � i� 1cr ( �\ 11 - � - �= '.I �% &-I----- t t ", '. � I I I� � � �I I. , " `; ( _ y !'s. .�\E� h �.s y✓`ter ' 1 �� , < r- IV 'F' i '1 - cul. ,�v,;-*h„ - -^ 1 � {� 'll I r 1 _.11 48"METAL FENCE,TYP _ ; " 9, It I ,,: f C , r .<.. , r.. E � � 41-0 L L I / � � I 0-A Y µ 7 2 \ i c Y zL 4 a J � ; 3 ' I \LA!L/ ////'J:��� }y Y rte, £ 1>.?3C r ICJ T k11 N uC,s Yy Y `Y'X." Y I/� SII ,. ti w r 't '1st' J ' _ H 'AC La Out - One Unitt I- ,' ��f sy x I 1 T HVAC La out One Unit I—- a six W > ) � 1. #� - �_ Sc ale: 1/4" 1'-0" Plan Plan ' �Y a ;✓ r z ,.,. Scale: 1/4 1 `� < BLDG #4:Y/ �� 1. , ,/ I 11 / s ... `` { .. ':c"zvf r, �;r> r $ �`a.7•.£^t/ z' ''; ✓,..-..4 x ,7✓� y i '' +5;. y .!-x r. i r �'...`"@,, z'y-C.moi., ��5'r .sZ`-Y- t '''y 7wt' 4 ..� \M. Z ':- a :a �, : ,/� r. k ,.: .r,.. U t. F 1-1, Y��u ar. 4 _� f \ s \ � "�. \ .... ,. —� � :.J'w w_F ,. ,.},,. ,T •-.•tea `r,� t il .:. - �. + s'- .^ .. ...,... ✓ -`L.—' ,. ...., l` M ..r f, ..-...-,,. x. •,.,r .,�n.. .. .a, rC3i.. i -k 1 S' ,-�.. r \ "\ '`,. , �.....� `w+ .. , O __ _ „ ✓- -,� a yr. �Fv ., .., ..Y '�'-�:s , vr•: 11` Yl n�' �' i "I- '01, 11 . 1 r r, .. .r.,y<.., .,� .Ytrw. , .. _.-.,w,,. ,,yv ,n. V J.� ur n - i is :�;,3'_13 _:4.,?,� -rr� -s -::�,.z «�` �, -*S< ��k' aQ ^s Y^y Y`-' y., -•�' I ,-�, •wL->Ya- S .,.v .h �r ri 'F k r :'i F , 'Y S - II 11 , ya 1 '(f r. ,»2 l I �v 7 i ' Y -T, .�-c ^4,. T t'. : T I 3'._J,.Nv .p.' hy' _:r.s ,y,_„ 1, <... ., i.. Y :, 153 - : 5,._}: S _... � rcv;ay:,=$.... .w-,wJ-r...�o ., '.y, L.y: .:cuF 3 ,s a..<.:-....r y,y�c�� ,�_ yr.�' N �` i r'. gxxrz,:- x r: 'k `., -'», -J« ,'m., tx„r `�, -: r,x:<n.f. ✓„',y: 5' k.z v- �' -Y,' .s.l - _ x! w,r, ..Sa.'L�- G 7 pa _c, .,v.,. vim. 3 s.. J� L_ v j - i ,. ... :z \/ a� _ , �� LST 1X4 RAIL % T ` -1 \' + — _ — _ i. \ \ _ _ '- 112y1 v 1 I :I \ 10A, ii , � 1� . t; I PROPERTY �. , � z I l � LINE t � i � %, k I 5 11 � i I 4 - _. I 4 r __ 11 �i rl , TYP. k > s 11 J r - l _ fir^" t a / f11 J , l?: IQ t T F i, : _ 1 - ,' ; I l �, Drawing Tftle. V �Q �.. 1I. \ l , �, -\, ,` l ' , Site Plan I 11 ; If I , l I ,� I It I� .I I 4 3 � , I j 3. i11 I 1�'J I I I { 11 C `� L 1. �� 1 11 3 I 4 � , I 11 11 7__ ,_T11A C%, �� ? ,� I f $ <, I � -- __ _._........-I... 11____-1__ ,,,,TYP. __ . ___ -. __ - __._.. ..- ...... ........ "l ' !I I .'' SETBACK I ,r\ ,_ ,_ _.,y < ,4 I + ' al S II < I ` 11 1 I i ,I ;� / \ __ _.. BLCG #11 1 � f i / I . ; De l='T 1X� RA l I.. f=T IX(o, (o" 0,C, ::::::v _._ �­'_­_'/, \� 0 _ t \_,­-,__,?��_ , �__^__. 'A� ,p L __� 1> HVAC Screen 11 Site Plan ,_ „ Plan J 2 Scale; 1 2" = 1'-0" �\ / Elevation Scale: 1 - 20 0 �� + 1 f .F-\ / " ,\ ter\ I I i I Seal ------- GEN ERAL NOTES 1. Unit Plans are dimensioned to face of stud, unless noted otherwise. Typical framing is with 2x4 or 2x6 Wood Framing. y 2. interior Elevations are dimensioned to finish face of gypsum board.Typical. 3. Coordinate project specific manufacturer's dimensions required for air handler with size of mechanical closets and mechanical — — = closet doors before building enclosure walls and furr downs. Adjust as required. Contractor to verify before purchase of doors - =- — — — -- ® Q < that a 6-8"door will provide adequate vertical access to project specific mechanical unit for servicing, f ! __j ( 4. Coordinate project specific tub and shower units with framing openings dimensioned. Adjust as required, f „ „ „ „ �.{ r� 6 -2 1/2 I �� �t 5, Kitchen base cabinets are 24 deep and 34Yz tall. Kitchen wall cabinets are 12 deep and 42 tail, fridge wall cabinet is 24 deep,10 ! 1'—�” J{—'.J 1/2". 1 VI I I , V E „ ,f;l 6i '� til4�a —111 -2 3 -g , Bath base cabinets are 21 deep and 31/ tall typical l 6. Ventilated wire shelves are typical and noted as either wire shelves or"Close Mesh (CM)wire shelves per Closet Maid'. IRIS %'`j .�....._..._. �. abbreviates one rod/one shelf. 1 R2S abbreviates one rod/two shelves.2R2S abbreviates two rods/two shelves. 5S abbreviates five shelves. Michael R. Poole FL Lic. #AR0016766 7. All tub and shower areas shall be enclosed with moisture resistant Georgia-Pacific DensShieldD Tile Backer board. If these walls are one hour rated then moisture resistant Georgia-Pacific 5/8"DensShield,91 Fireguard® Tile Backer board shall be used. 8. All floor finishes to be as noted on pians. `I 9, Typical 1x4 MDF base and door trim throughout unit. Paint-grade FJP at window sill (1x6),window apron (1x2),and bathroom TV% base trim (Ix4). Paint-grade shoe mould to match material at hard surfaces. Stain shoe mould at cabinets. ------------ T It - - : .. ....... ......_: 10, All bath and kitchen cabinets color selections to be per owner. 3 -1 11. All bath and kitchen countertops color selections to be per owner. �v 4' ��� 1 -S,1 12. All corner kitchen cabinets to be non-usable corner cabinets 13, All cabinets with exposed end to be a finished end panel. w r _ _ 14. Brushed nickel ex osed lumbin fixtures, door hardware includin hinges) and miscellaneous hardware,typical. Toilet - C � p p g ( g accessories to be brushed nickel,typical, j I5. All unit ceilings to have approved (by owner) smooth painted finish. ` 16. All interior unit walls to be approved (by owner) smooth painted finish surface gypsum board,with painted base trim caulked 2'-5IE 1 atfE�11 110 1 1 - — -L 2'_��� �' along all joints unless otherwise noted. 10 i -------------- 17. Each unit to be provided with one class ABC 5 pound portable fire extinguisher,in kitchen, Q „ POOLEPOOLEAR(HITEGRE 18. No medicine cabinets. 11 = 1 11 19 Entry Doors shown are to be held 6 off hinges side of wall, interior doors are held 4 off hinge side of wall or are centered,unless 1 � 2 -S 1/2 Y g a _ _ — — otherwise noted. 3736 Winterfield Road, Suite 102 / ( 20. Contractor to verify microwave height (offset) specifications, and install microwave to manufacturers recommended clearance �. Midlothian, Virginia 23.113 ( above cooktop. Adjust cabinet as required. T 21 I — — � Telephone 804.225.0 5 ( o 21. Contractor and Cabinet Sub-Contractor to coordinate final cabinet layouts based upon owner approved appliance selections. I -' www.2 a.net �4 ;: 22, All units the to extend 6"under outside face of cabinet in all directions and under dishwasher,refrigerator and stove/range. — I — ~ p /� 23. All Group R-3 interior finishes to meet/exceed a Class C fire rating.All Group A and B interior finishes to meet/exceed a Class B AA-0003522 -` fire rating Project: 1550.00 24. All walls and floor/ceiling assemblies at unit/unit shall achieve a minimum STC/IIC of 50 as required per code. — I , 25,All vanity mirrors to be 42" high and run the full length of the vanity. CARD File: MSUN-B2 �,-11'f I 26. Ice maker (IM) to be located per plan. Provide ratedboxwhen shown.in rafted wall. ;' - - � - - 27.All windows to have drywall returns. Drawn By: ASM/MNW 28.Shower doors and fixed panels to be 3/16" thick tempered glass typical. GA/LM Checked By: Permit Release Set: m E � 1 — — ,'-o" 1-211 2`-011 f July 22, 2016 Construction Release Set: Revisions No. Cate Description 1 09/12/16 Permit Comments r � , 2 10/21/16 Permit Comments i I ti; 11/08/16 AS _U_ ,, I ! <. s- � � u 40 ,l i Unit B2 - Refle cted Ceiling Plan - Level 3 Unit B2 - Reflected CeilingPlan - Level 2 i _ : Scale: 1/4" = 1'-0'' Plant Scale. 1/4" 1'-0" Plan ; 1 d Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not be used or reproduced in whole or part in any form without prior written consent of Poole&Poole Architecture,LLC.. ✓ \ - , ,,,� ,^;-__ ..,,",� `y, ,., ;' \f.,_ ,, ', -,.- ,•,.- - .,,: ,,,- _., - best of the architects or To the ' ,1 (0 -511' 3'-1�"j 2�#_�,�� � ff engineers.knowledge, the plans and 1CD -32sa -r, specifications comply with the — — — — — — — — — — — — — — — — — — 1 ,-3„ 11_3„ applicable minimum building codes 12'--1 1/2" 3°-1" 41-e /2" I ( and the applicable fire-safety Q. Q. f 40 al ._.. -.. __.� ._. ..-- ....... by t ..._., .__. ._._ ,,,,._ _,: _.,I ,_._ standards as determined he loc authority in accordance with 2014 FBC and Chapter 633 statutes. i i , C << Q o r cy ERAMIC T _ l 12 A1,1b 1st > >u G�4RPET ...... _. L ���1 f,, I H"'rIDROSTATIC VENT, � ,' 11 �4 SMA1ZT VENT 154Q�-5-1 -, F 4 1_I 2 > dJ LAUUORY00 A b __. w_ _. 1 or�C�1�AD 1 T P VINYL PLANK Pic - \ 31 4 T, \ ,..._ ti , !-& 1/2" 2'-& 1/ - " `- 1/2" 3'-7 5'-5 1/2" 1'-2' _ �I CI-1 N 5 ..�" 9 -11 51_011 - VINYL T=LANK - G0NGRETE - 10 't ;. - 11� CARPET _ 'e' —2 fR2 5 _ T 12 CLOSET 11�tY' FLAN -' - _ — N VINYL PLANK2 R25 411 T 21 n 2X� `\ � � .,' I -' TUB � DN 6'P N ;� I ( 2'-2" 2'-5 1/2"V'-4 1/2" -' 4'--7 1/2" 6 -11 1/2" 11 „ �l A i I _ -- jF -' S ALIb Fo CE AMIC TILE -' -- DN - -- - - f� 1I II a Ii 3'-9 1/2 -3 1/2 3'-2 (�) -� 10 ry — _ C T f Pill - — DN CA PES' r - - - --- ll2 3 i/2 7 -5 2 -e 1/2 61 _ , STORAGE 3'-4Y!" I '- — — I — / � /` �= 1 LIVING A ,4 '-- -�-•- � 14 VINYL PLANK - '�-=-_ — __. _-_ , _ _ 3'-cJ 1/2" 1�'-1 1/2" - I �, _ _ s 1 l- 2 .� c 3 { 4'-11,1 — X15 55 , i ; I F©`r' FLEX ROOM cv -, MAT OM VINYL 1='LA�t�IC � � -- - \ CARPET I r � VINYL PL/S,NK � f cv ( ! I lea CARPET , 2 5 14 5'-1 1/ 1'-0" 13'-0 1/2" I� r TF—If= t , `n A A E_d_V_ _ �I A t !3 ,A 1-'!I i ll-Q f -.y 1-.®,1 41 {1-roll { 101 E�� p I----� I -ci 1/2 4 -1 1 1/2 "1 -2 1 2� CER 16 AUb it1 © C iI - - I ' A1.lb 14 g > I 5.m I I I 15 <� , r L — -- 77 r f ._.._._..._..._.-...,.�,_...,_.._..:.... .,.,,..-,......_._...._._.._..._ S ' lr" _. 11-�{II it 3-/Tit 11-�II 13'-1®16 r : 3'-4' 3'-10 �'_1" -1 _3,1 2 � 01 r, l Of -1'-241 13t-41' 2�1-/f! JAN 1 � 2017 y z 6 SG/ �GJ t LSA T Area Information ---.��� Drawing Title: `s heated: 1,471 S.F. Unit B2 unheated: 712 S.F. Floor Plans & General Notes total: 2,183 S.F. Unit _ Unit B2 - Level 2 Unit 62 Level 1 Unit B2 LevedCie Unit B2 - Reflected CeilingPlan - Level 1 2 l _ ri 3 _ ___ _ t, �, I 1/4 t, _ 1 t-0„ Scale: 1/4 _ 1 t_0 W 1 -- 1 -0 Plan Sca e: Plan Plan Scale: 1 4" 1'-0" Plan Scale. 1/4 / G �\ vE J UJ 'v• IF W ry I - Seal l' I< , Michael R. Poole FL Lie. #AR0016766 { I I­1 RM I ' s > � .., P00116 P0611 WHITEGUE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 1 www.2pa.net AA-0003522 Project: 1550.00 CADD File: MSBD Drawn By: MNW Checked By: GA Permit Release Set: July 22, 2016 I Construction Release Set: - Revisions No. Date Description 1 09/12/16 Permit Comments 2 10/21/16 Permit Comments 3 12/29/16 Owner Comments Q 2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not be used.or reproduced in whole or part in any form without prior written consent of Poole&Poole Architecture,LLC. To the best of the architects or engineers knowledge, the plans and specifications comply with the applicable minimum building codes and the applicable fire-safety standards as determined by the local authority in accordance with 2014 FBC and Chapter 633 statutes. 114'-1011 le .10 I_0 221-1 1/211 /'1E- II 221-1 1/2" L�,1_. lE IGS KJ moi' 11-1 I S j D -_- _ _,,. "� r-I .... I \ W >' � ;;i i W_ V g) -3/411 1 "'�. I � V ") -3/411 . \ E -0>- I -0 . I 00I - Q Q � I 2i I I i 000 � _ � ta � QQ � ;� � I - - - - - - - - - - - ; - - - - - - - - - - - - - - - - - - - - - - - -T7 Q Q ' �� y-- Sli `f = I ; ! I I I I 1: . : W_ WC ca ca M 6 - - � < E cz u I DS _ - CU - - _ __ 11-1- 1-1­11-1--....... ------------. "-" _'_'_ _'__ __I.-I-I'll�ll-�-1-11,�,�-�l.-�+,�l"..I ­­­­..".- _0 I I 11) Q it) I- I 1-11. � . _ _-_._. ________ _ _ __,___,___ ______- : .-,_,_. __ __ - -_ _,,__ dJ _ ._.-_., _ _,,_,, ,, , ,,„,,,, .-A_ _ lt - ` =”- - "' ''I _ _­ ' T_ r- r- r' 01 „ °�1 � `' c -3/411 : `' m -3/4" �. m -3I�" i1 „ „ ro o '� ,, I I I "'. U_ U_ - . Q� �Ii � � I M; U_ U_ I � � � , U_ U_ U_ . I tlU 1!1--!� I . U_ l l t 111 Q,) 0 if! [� (�[ dmQ W a) i� ig kn 0 0 000 ;" 0 0 kn I �_ �' ca � � � Cacocl - CaORca - ( I Q) U - .� l I _� ca -�— a) Q - - -1....I—-111-%% _ � ! U E a -- In !1� ai. il) !11 i�we +— '" -(Ty c -m-m- c -( �. _... - r t- �. �..- 1.- 1- �, r- �--- t- �D m ,.......� , ..,,, J. t_I ..y,.1. t \ W W �U_ LL t' W W i-i+ % W W 111 # LL-. 1�- i-�- i s! 1-�- 11- - 11 U_1.1- 1-1- 1-�-- d ...M r;1. ..ry.,f, i/'�ij. FFE. _1� BLDG 1 7 r ,� f ' # D FFE: 8.1� -w BLDG 1 .� 1=FEr 21 BLDG 1rZ ; FFA= 2(0' BLDG #3 `_ w`; FFA= 821' gLp #2 l r , _ rg, FFE: aii .2 Go' � 5L2)G #3 - U . I \ . < - _4 _ _ 11 11j } € \ _- _ - _...._ _. _-.. -.. ._ ,..- _. r. :... ... _.. .. ...... _. - .. ,__ :_. ,. ___ „, - __._ -- ...-._ / \ /` \ \ � \ ,' : . . _ - . :,. - -. - ..:-. .i , J \Y 11 ­ :. : : .` - - :: :. - :: .. .: : : t .. : :: , r- 1. .. .. ., ----- - : 1. Rl I `. : - f F 1 1 �- 8.1� BLDG 1=, 8_lh C 1 FF 8.1r BLDG :, = BLD = _,. -- - , .: . : :.;--= - r.. 8.21 F32DC #2 FFE 821LD #2 H.. FFA- 8.21 BLDG #22 n %' . . \. _: , g S — :: .. — _ : % cn I �:, FF . 82� ' G 3 FF F .8.2� Q 3 m ,.. ... ...::...:.. . :.. ... ........,,-.... ,.. BLD - 82� BLDG #% 3 F -;I BLDG ...:,........ ". - �t .3:: ...... ..... ... ... ... .., _ jyj 4 ,:: _ : -..w. j, cv ti ._._ , :, _� - - - - `, _._. _ . .- - - _.__ - ,, _T _ a_._, ....... _ _� __1 % _ . R .. �_ _ r . :. - .er.. � 11 -. ,. f. ._. .-... .. J :. _ . - ....... .. _................. --, : ........................ t _ � .. ,. f_,y_. .. \ - r �. 'v". .� „-:R, f . \ . �. ­11, _ - ` .. _ �. . _... -_- __-. _...... ..,- .-- _-.._..., iii ,...-._._. .-„...--, -----._., � 11 .-s: ... .......... ... . r .. f '_i --__ .__.. c .. - _....._.............:.. - ..-... .... .. _... ..... ..,,.,-. .,. ...... .,.. - .,..,.., ... ..... .......... .. .................. ------ ':,h: 11 : ., , _ - ....- 1 :: '.. __ -_ ._... E - -.._,., _,.. PE ,,. - , �. b _,_._ F1= - 8 � BLDG 1 __ FFA= S PS BLDG 1 FFE: 8.5� 6 BLDG 1 --OIL „_. ' t.�EIT �2 ttPt B2 ��a' '� 1=1=x= SS5 BLDG '�1 FFA 8.55 BLDG #1 FFA= 8- BL1DG #2 aNIT x-33 _ 4 -. y --,,._..-.._ - FFA Srosa' BLDG #3 x f,Q?` caP�' # # FF 3 FFEv 8 BLDG 3. ,_,__., # { . ` FFA= 8.a BLDG 1 - , _ _ 1 FFE= 8_EQ�' 6 BLDG #1 _,_, =- . 1. ,r FFA. 8 82DG - :I „ t' 1 71 f' I }y y f. .{. \ s.' "_II7= :. .. ' ' FF . 8.� a BLDG 3 :: 1­1 FFA: 810 BLDG 3 - 11 __,_ _ �-.1.1-11...'L--�I� _"___-'__--- ---_1-_�;n-- _1_'_ `� - ,. _ - - 1 ..... .. -., - __.--.__...-_. j_ I I 111-1-�­­.r ” I : -.. ............... __-..__---.- ....-........,................. ­-.1.1-1 ............ ;u, -.-..._ .... : '.\ ' -::., - t -. : l ' r a- - r �\ � z < r , \ _ ' tV CV I N r — _. �—. :. ' r-,,. \/ \: � � .,' \ __-.\ /' "\, _ �._;., v'---�, .-_Y'._,� ,� `.—...\/� � \ / V � ,, �, fir:; �,, v � \. � \r - :\ U \ \�' .,,f-. _,.�:.-_..�,,' .,*,:- /.-.m...,f,._.,,,,.�,.._ � , / 0 �111 .......... _:::....-. - y' 1 ` 1. € : -� , - ". " < 41.: �: ` .T: :, _ : : f5 K) �`' . k vx. , I _.:. ___ „, _. N a.N r: w l10 T_� ,,, L ­ : - ._�-.._..... .. ,.. -11" N. +.. - ._.__ __..._.-. _._.. .. - -- - :., :.-: -:: z�� 1. ; . cJ , - _ 1. .. - z1. _ , ------ -- --- - _ _- _ 11 ,�� DS @ DS ,�r y , �������,�,�� Drawing Title: � M 11 11 ;.� � . .._, BLDG 1-3 Siad Plan / 101-8" ro'-- 9'-0 1/2" 13'-7 1/2" -t'-2 1/2" 13'--1 1/2" _l'-2 1/2" 1'-11" I'-2 1/2" 13'-1 1/2 9'-ro 1/2" (O `�'-8" \ !\ / \ �. '' ll -16 W, _ _ _ _ _. r �- 3 r 11 r CL ;�_:'-e_-\ '_� 0 • U_ BLDG 1 -3 - Slab Pian o I L Scale: 3/16" = 1'-0" Plan W I W Seal '111tall Legend _ Detail Symbol Description Fire System Sound Sound Thickness Detail Test Finished Number Mark Rating Rating ABuilding Separation Wall 2 U-336 N/A N/A 12 1/4" 3/A0.2a g __._. Exterior Bearing Wall 1 U-356 N/A N/A VARIES 2/A0.2a C Interior Bearin Wall 1 WP-3605 30-34 STC OR 64-$, 2-4-64 4 7/8" 1/A0.2a . 1 Note: All Dimensions Are To The Face Of Stud Unless Otherwise Noted. Michael R. Poole FL Lic. #AR0016766 1141-1011 l411 iII 4 11 11 26 -01 2�'-'011 2 [-/G2J -GJ 2o 40, 00P ior IF 1 POOLE 6 POOLE AR(HITIGRE p5 I ! p 5 3736 Winerfield Road, Suite 102 n5: Midlothian, Virginia 23113 oilTelephone 804.225,0215 — a — I r ; p L _ 7 r- www.2pa.net AA-0003522 �� 1 :� _ _ I I Project: 1550.00 ,III — — — — — r{ o o 00 — — - CADD File: MSBD 000 �_ Drawn By: ASM 0 I I I \ Checked By: GA o -. __ _. __._.. Permit Release Set \, II ' I UNIT_53-2 July 22, 2016 I /\ UNIT 53-2 Construction Release S t e : 0 0 Revisions I � { 1II 1 } '11T a3-1a No. Date Description ii it t�3.1 a C II II I I I E € I 2 10/21/16 Permit Comments - { , 3 12/29/16 Owner Comments j LkIll 52-2 UNIT 52-2 UNIT 5�-2 1 � E I ' f !l 4.0 - 1 TiBE"I'I.LIEEN l UN I T5 s Ti l o a o � _ � Ito , ; UL. U33(o i SEE: 3/Ao2a .......... I I _ Oi 01 . .. ......._..........................._.._.._....... ........................_._..__....__....,......._._....._._. _. OO 2016 Poole&Poole Architecture,LLC - C shall not property Y Drawings and specifications are and shall remain the - ro ert of Poole&Pools Architecture,LL and or ced in u ('rl w�houused prioewriot en consent ofwhole Poole&Poole form s^ s 10 Architecture,LLC. ,r 2 ALL To the best of the architects or t 3 .425 engineers knowledge, the Ions and M �a ; specifications comply with the TC.�)WN+-SOU � �XT`�fi�IC��.? g g � p TCaWNI--1C3U5 �, : UJ ,�L 5 p .. ': 1 applicable minimum building codes ­JVcable fire standards asand the determined by he local f 3.1 53 53 53 ; J 11 X11 11 �I o11 X11 authority in accordance with 2014 Ll ,111 2 261_011 /� 0 SL1 ry/1-0 11 ICJ i FBC and Chapter 633 statutes. JF 1141-1011 Townhouse Se era "bion BLDG 1 -3 - Se and Floor !t 1 f, Scale: 3/16 - 1"-0" Plan Scale: 1 = 1 - Plan 114'-1011 0110 I' f 11 2 1 �? I1 �11 11 2SG/1-�11 / -/J1 11 00-1 2 ro -0 175 3(J ICs' D5 t/ A52 3 l I i I m LL I E {� I �5 - - - - -- _ — _ _ — _ — — ► f= _ — _ _ _ — _ _ - - - - - •V, U ry aD ! -�— m I I I ( 216 I I fir/ E ! Cr 771 _E1 ?2 k**t h, "t VNI Ll _ Tl F. 1 01I 17 � 1xi� E ........ _ I 1 !!1 I 11 .,....WYwLY—IwiMYYrYr+wW4 l — { UNIT 52-I — — n — — I { — I �� UNIT X32-1 UNI` X32-1 t�4/2P�2�3m2 jNITI _ - 102/204/304 103/203/303 ` IT 10/205/305 105/201/301 Fs� o - ....: it � I _._. III I r2 o Ll�._ -rF�_ ' - �� , \1D N ill __ ij 4.. 4 r tons 1 r ..._ .. w,, ...... f F.. 1 I — — — — — -" s ns m SIG / Drawing Title: 5-01 ,.B-LDG 1-3 Plans a f h 1` s r'. 1 3 1 1 2 3.1 +�/ / 5 3 53 A5.3 //��yy 111it 11 201-[rJ" €1 4SLf'-EQ 11 41j 26 1-o11 261-011 1CJ 1-011 20 -(Oil' bh r LU 114'-10 } `' tv O U_ a w BLDG 1 -3 - Fir t Floor 1 ,1 Plan — 1 w Scale:. 3/16 ry Seal _.. _ - `` ---` _w `� �-x 111, I �: . .J--�L __ - - �1--=--===-dj���:::: :::::A;.;'= IIIIIIIIIIIII� I I -= I i I i i . I I � - � � � I - , I '. -1 -* I"- , : I "�� ': -1 - � I -.- -� - - r- -I Michael R. Poole FL Lic. #AR0016766 I - (- 7 -1 �:) a I � I., ���� II I I I _ �w�. �.._ - a _ - I 1-....�-------.------�.-�,--�---------..�--�,.--.�--�-� -..--,-.,--------------.---,"-------.-�--.---.-�,..----.-�---------­---­'-----­-­------,--.-----------,----------.--------------------------------.------------------------------------------------------.------.-----------------:--------------------------.-----------,-------r--------- III IIIIIIIIN q - .-- ­­ ­ ------------------------- -- � ��- fyEf�f��� ...­'. I. .....- I I 'j 1 _111_.._.........._........................_...._......_........_..................._.. .,..._...:.....,...........1............................._,..............,..........__...,..,......._..._.......,.._................-...................: i Q .... __.......................................1111.._.. S' 10" ,......_....................................._,1111._ ._._. V t-8'' - - _� i . : ...11 ........_........... .........._............ ....._., __1111... .._._............._ .............._... 1111._......_. 1- I- ... ....._.._. ---11. ......_........_, ..... __- I I I I I I- _ _1 - I Enlar ed Roof Plan - Unit B3 at BLDG 6 Pool[ 6 POUIE ANITEGRE - ale 1 2" = 1'-0" Section Suite 102 SC / 3736 Winterfield Read, Midlothian, Virginia 23113 Telephone 80^4'.225.0215 4�f I-Bit a'"�" vY yY�Y.2pa.net le IL AA-0003522 : Project: 1550.00 C ADD File: MSBD RAILS SPACED SUCH I Drawn By: ASM THAT A 411 SPHERE f \ 1 Checked By: GA ill V-7 . S1ALL NOT ALLOWED Enlar ed Roof Plan - Unit . : ; TCa PASS T�-IROUGI S ton e Set T _ i Scale 1/2" = 1'-0"' Section i Permit Release N - _ /�� July 22, 201 It i I I Construction e ...__. - n Rel ase Set. __. ......I..............:..... ....,,_....,......._.._,. .. ._.1._1._11...... ......_. ......_.............__...11_.11._.._......._,........._...,...._ 1111... _. ,.n ,% � /� � � Ap- ..___... .._..... ._................._ ...__....._....._....,_...,:............,_,_,.,,...,........, .... .._.. ...........,. ..... FZ-11.....­�--] � ._ ; � � I � I : JJ i . . II I I I -- �-' ti . 1111.. _ ._........1111 I 1 I 'I', -- r. 1111.„. ! ~\ 1111...1111_ : ---'�l ..................._._.._1_111 111_1.. 1111......�.... .: ' � : . ',.........._.........................111 1..__....__,..._..,....... 1111....-.1% � ,...,....,..... - -..�..._..._... ..__.,..»..__..1111 r r i ` 1111 -� fr r. . 1111,.1111_,... ,..- __ Revisions ....... ...._._ _ 11.1__1 __-.__ _..._ __. 2x6 PT WOOD ~. ,� �r�,. I I I I 1. Jr yi. ' �- . .. .�...._...._. ...,,. J,. , J J, ...�•.,�„�..1111..................._........1111._.., _.r J ti I : _.1-1.........I....... t'' a. �� /`J � I Z_1111._.............._..._........_1111...- - ' r: ! `a. "\ ! ." ,G...._ it tt t. r- `. ! I n I : : "`', tom, r I j N Date Description 2x4 T Woo : : : : y _ 1 P �. - ,� /� . . � , ry F' 1 , i 1 0 /12/16 Permit Comments IL/ T WDA/ . : f f'... : : j ,ry �X P y , r 1. m % : i ,. 1111 .. -w. - \ \ :., : : : ., : 1111. 1111 _-` �_'-' -`-:. -.[.- 1111._-_ ,_ - - - . ; - 3 12/29/16 Owner Comments . - .; �. . . - - �., :. 3' EI EI / - - - ii� 1111.,11_11........_......._...._._.............._....._..._......,.,__._._....... 4 T WOO : I .- _-_ _______.__.__ S 11 " _._.,...... f Z Jam. �. : : : . ,a..._:..__1111.._._.1111_1111,....._...,._...11:11 '\ f ....,,-. __.................:...: . . . I . ..._,.._........._.. . .. l.,. 1111......___....._......._..........................._.........,... ., . . : r ' t - - - I f' ..� : : II - ....._......1111.. ,. __1111 _.. ___........._. _. � , , �, 1111__,_, - .. 1111_. 1111.. 1111... _,____._._.----------___._.._._.______---._,­_------ --- ` I-® l 3 -3 ':-�-�<<� I i I : : : I i � /'. I F /�' r` i i ;/ I I11 I fi I I ; I , I I 7 Enlarged Plan Unit B3 at BLDG 61� I I BOTTOM RAIL SPACED 7 } SUCH THAT A 2" SPHERE Scale 1/2" = 1'-0" Section I i � I , SHALL NOT BE ALLOWED - i ` TO PASS T+-1ROuN ! i-II - - r - I i i 1 1 I I I 1 I ..._ _ . ...___.-,,._._,__,n...__.__ .__..__._.W_,-_.__._..____. . _ .,..,___.._____. I I I I __-_..,__-.._'--- w.. _ __._ .,.__� i I I , __. _, 1_____11.1.__.. __. _._..._.__.,.___.__.:_._.______.___,__._._.,..._._._....,,.:_ ___._._ __._-_:__ .. __1111, _:_____._._._ .__,__ ______.__ _.__ I E DN i I I I I I { I _,_..,__..._...._111......:,. I t .1-11-1-....._1__1.11,.._._._..._._,.._,,....._.......____..._.__....:..._...,.......•..._...__....,_....._......_._.. 1111. I , l a : II -- - - 1111.. , - ­, 1 i I ..J + 1i -- I __................_...__.._..,._...._..._...... _._..........._...__...._._.._._..._,..._..__................,_.....,,..,......_.• : I i 1 ......._......._.... .._......_...._...... .._._..............__. 1 I I - - . : I I - - - I I Cc3 201 d Poole&Poole Architecture,LLC G I - i �� �� :: i � � =I E= I I j I I Drawings and specifications are and shall remain the Pool re,LLC and of �... ......................._.,....._............,......_-.._..._......,._...._,._..._1.111.1.1....._.....__111.__.._. �� I - - - - - be property or reproduced in whole orpartin any form II not .- --- `- -7 I j i i i I I p p ; : �: ,I _"-.-._,_.._-___:�..-.__..�_.-_._..__,-.__w___.-..__-._-.�_-. __-,_.� � � n consent o Poole Poole : � 7 � �! I :; ; : � - - I without prior writte f P I &P l : I � �i :� � i ; I I � �� �� �; : . - - _..11..1.1_._..................._,.-,. Architecture,I --- GLC II !-- �-i�l I 1 I i To the best of the architects or : I 1 s I ! engineers knowledge, the plans and i z - i -- I I ! __1.1.11 _..___...______..,_,__._.__,____-__._.._.. - I I = i I ----tI I specificationsapplicable mural buildinyWith g codes ; : a I I .1.].- -I I..... I I i I i i E app a g I I ­-' �.' I i � i and the applicable fire-safety I I tit standards as determined by the local 1 I I authority in accordance with 2014 I _ ! jI I i { Typical Railing ' -, I } I I I, FBC and Chapter b33 statutes. I 0Detail I ' t Scale: 3/4°' = 1,_0„ I i I I I I I I •.: { 1 ICE/WATER SHIELD - I i I I i I �`\ �8% EXTEND FROM EAVE'S i i I I I EDGE TO 24" INSIDE 1 I i { I E I I ( i i I I EXTERIOR WALL LINE V '. I i 1. I i1 MINIMUM I I i i . . t i I i 1 I i I i i1 I I :: ,`l % F .. i i - I i. ., PLYWO D .\. [may) 3 _ ," / : _. ! 1::::: ........ .,.�'` _ i ^•:..:. I t. 1 �> l ; I t „ ! J �. -,-' .• ,. �'' .. - 1111:. .. ,.... - '`ti - "'[==I;� i ._.- 11-11 .,...... .�..,` ~...� I ,,. .. ', -. , y .' 1111... 1111-'..�•, �� .� ... 1111......: ... .. 'y ,: .. 1111.. ,y, ..� .. \�.._'.. •�^�_. �. 1 .. 1. r.. 1111 :.. v „ 1111. .. .: .. �. 1111... .�. 1111_ _1111. "� r':'r " 1111,1111 1111 : �:"` I 1111.. .r 1111 ..,...... = ..� a. y =J = ��J - ..• ,, _ 1111E-;;;;� = � - - ---- �_ - __ �_ . , �a. 1111 1111...�.... ... � \1 _ i , :-.. �' i .. 1111..,1111........... .. 2"1'r lam. ... ..:.... t -1 I I I I MIN > 1 I I I i. - - - - - - - - - - - - I EI I � 1; j i I I I I I i- 'W- :I: I , . . i r _.. _1111 .. ,. r AT TN UNIT B2T I 4) >' N BRICK E :- { I I I � I I I f l I Q I I I I /' C- R LJCATICNS I i GARAGE DO �i. _ ' _ * / } i I I > _ I -_ Fr , '4„ , ) �¢ 3 i i I I. I I 3 I •111.1 •�...r. II I I i ) I L- 0 C () _� I i -- -- - _ 11, i . .. . _ _ . ... _. .. _. _.... __ ,` f til . ... . . NC E " 1'-4-�., ,.r.-,. .-*. '._ ,,,�..,. ..%�. '.., 1111. ,• ..,_ ,!'.. .-\. -j- 1} ,.. I n C -0 C- I II �� I 11^�Il T I I - [1 7 1 V/ I i i:::::i��:: ::'­;: ; : � z P .0 t li E ,- _all I - 2X4 TRUSS BRICK I 11'-,I' a 'cn I U. CONNECTION T�#ROu4-� I r I 7r r.0U SOLID 3LoGCINC F'ER y' , � 00 - Sub-FASCIA I ;; I STRUCTURAL " ., _ Enlar ed Roof Plan - Unit B3 U E -0 _ ZIP SYSTEM WALL L Enlar ed Roof Trellis Plan Unit C 1 Alt � � .'� JEATI-SING - - 'U ^v t 1111.�. 1_ J$ "t "�� i Scale 112" = 1'-0"' Section Scale 1/23 " = 1 -0" Section f, - 911111111111111111111111 4-- I.- ,. l at Valle n Ice/Water + �/�� t r Shield _ 1111111111111111111111111111 -r- I °� 1 ,. I Nat to Scale Isometric Detail ARCI�ITEcTURAI i I I ! I Il g Q ,r I C SHINGLE I I y "� I I I A2.5 X15 FELT PAPER-~- CrV I l i I I I -Ill�o" CcJ _ -_ I y. 1 i : I t - ! EXTERIOR FI - - - - : 4 C .r S�IEATNING I I y. w _ _ Jf ,__.,_.1111..._:: I � E ._., I 1 J' I : y : ^ _ a_ .._..__.......... _...........".1-.._ :!' - 1111._... ... ..........._.., 1111, 4 !,.. _1111.._............. .............1111.._._ ... .......... ..........._..._...._......_ 11_1_1_.. .................._..... 1111.._..................._................._.. .....__.......... .,......._..............,.._.................._...._................ ._......_.._......._. ..........._............. P.T 2Xro - __..._ ._ _ _........ _.._............. . f { ;, ( I .._.. 1111. 1111 _1111 .. _.. SPACING PER 1 STRUCTURAL ! I I � 11l ( I ' ` r= ,. 1. 1 l i CxALVANIZED r, : _. i _. r I I I . l STEEL DRIP EDGE l` TOP OF 8 C<ET I l I -I 11 g�--IIE �� S'-2" A.F.F_ ENTR''i' i I ` I 5/4XG� GEMENT. S'--i 1/4" A F F. - i I ' j. TRIM ON ZXt GA1�'.AGE L �GATIONS ! I I ' ' SU 3-FASCIA -- - ./ 'rte.^ '� 4i ",I 2X HEADER � I - PER STRUCTURAL { � ---�i ig I Enlar ed Roof Plan Unit B3 I : i ll 2 GEMENT F'ANEL I - I I i Scale 1/2" 1'-0" Section P .T. 4X4 "�s. I € i � CONNECTION m 1 THROUGH 50LID ; I l ! R I I- .w � I I I IN l i I i OPENING MUST BE LARGER F.3LoC1C r� PER THAN LARGEST PIECE OF STRUCTURAL 114 i :7 l { I ' I , I I ECUIPMENT METAL TIES AS I I I I , IIIEL ._: I l R II 11 22 1/2" SPECIFIED PEfi�' ,,, 14 ____.- X 3(0 1/2" TYP. r , x STRUCTURAL 917 t II P�"� 4X4Or RUS ES pi",-"I'll.- , I i rr_ WD --\\ i T S ~ It %-, I - - - - - - a� 24.11 O.C_ ��1j e C �, i i I t i' t l ,� � i � �`� Drawing Title: l �` �9 , '-� �"­­S" �' x 3„ `; - i I �„ J ( I I I I I l I -- Raat DetaEls I i I I I! . r z_ � ; i i I I `-�, , Enlarged Plans 2 _3 = j i i i ( u.L_ LISTED FIRE RATED ACCESS PANE=- --- ! '----i - S Canopy Details I I l ! i I , ! fro GA_ GALV_ MTL. PAINTED FRAME WITH 3,-4" {GE's OPERATES LOCK AND SPRING 1'-4" DOOR CLOSER ON 20 GA_ PANEL M � I 10 Tl'P. DOOR WITH CONTINUOUS HINGE, CLASS w I ;; ry; I.1.11 1 4F E3, I-1/2 I-4DU ' fi�ATE1� c�- 12'-11 1/2" I I l C7 .11 • • - Enlarged Roof Treliis Plan - Unit C1 Access Panel One (API ) at Ceiling U) Typical Cana Scale 1-1/2"' 1'-0'° Section 1 9 „ „ Scale 1/2 = 1 -0 Section W Scale: 1 1/2 = 1 -0 Detail Material Schedule Seal Location o r TRIM By Owner FIELD _,By,,,Owner BRICK _ B Notes: *All finishes to be approved by owner, *All finishes and colors to return to inside corner. #AROO 16766 Michael R. Poole A .......... ------------ 000114 Not[ AR(HITI(TWE 3M winf& Id Ro Sfe. ]021 ''Ai' vir I 11"10 :2 3111 35 Telepbohe: 04,225�,0121 5 WW I W.21DCLne�t ---------------------- Project. 1550.00 i e'. Drawn By MNW/ASM ------------ Checked By. GA L U Y ate. Construction Release D 16 A5.Oc Revisions ----------- ........ .................. ............ ......... ----------- 4 - --------- o a e escr p 3 12/29/16 Owner Comments 7 ............... - ------------ - ----------- --- ................ AE C ... .............. J .......... Y ----------- L= A I RFI Revisions ------------- 13 ----------- ................ Date Description - -----------I No. ------ 12 .......... ......... . . .................... ------- .......... ....... .......... 6 --------------- ------ I i Jill i iiiijil I ............... UIC A __J M P-1 1--2- 2015 Poole&Poole Architecture,LLC Droviings and specifications are and shall remain the /0111 property of Poole&Poole ArcMecture,LLC and shall not be Elevation Detall Elevation Detail Elevation Detail Elevation Detail Elevation Detail Elevation Detal I Used orreproduced in whole or part in any form withQut pdor w6tten consent of Poole&Poole Architecture,LLC. 16 Scale'. 1 /2 1 0 Scale.- 1 /2 1 0 13 cale: 1 /2 1 0 �Sc`ale�: I�/T�= l V�-O" ������DeMaF Detail Detail sca Detail Scale: 1 /2" V-011 ff e best of the architects or engineers knowledge;the plans and specifications comply with the applicable minimum building codes and the applicable fire-safety standards as determined by the local authoriify in accordance with 2014 F8C and Chapter 633.statutes. 7� J 8_e -------- ......... �,,5.Ob ------ 14 ..........- ... .... 5.0........... ........... ----------------__ z .............. ........ ......------- ............ MOM'. ............... ................. ...... ........ A5.Ob ----------- ......... ... ........... CA ------ - ------ 7717 A5.Ob .......... . ............... ... .... ------- A >1 ........... e 7-,:-__- 0 C: 0 E U_ ................... ........... 0 0 ry > U 1.110 IN, @IBM . Elevation Detail Elevation Detall Elevation Detall 5 Elevation Detail Elevation Detall "wm" Room Elevafion Detafl a < S c(5,1��e: 1��/2"��= Scale: 1 /27'—=_V-0" e�Ma F1 Detail IF�-9 _�7 e Ma i F Scale- 1 /2 1 Scale: 1 /2 1 -0 Detail Scale: 1 /211 1 f-T Scale: 1 /2 1 0 Detail 9 A2.5 _J, -K 7 47777_:� .. ........ -zz . .. .......... .. ........... . ... 6 --------- _- ---------- A5.Ob -------- ----- ........ ... Ar,Ob - ---------- M -owl " L.......... . __=z ........... ------------- ........... . ................... ..... V, .......... ............ 5.Oc -_------------ - -_--------- A K .......... 60ofm Roo w, 2 A 2017 A 5.0 ........... ......... 2 t--- ------- MISIN A3.UC ........ "Mum" .......... Drawing Title. 'Enlarged ----------- 7=777777, U, r LU Elevation Detall Elevation Detail Elevation Detail Elevation Detall Elevation Detal It = I- IF IV F-01I 0 Scale: 1 /2 1 0 Detail Scale: 1 /2 1 0 Detail cale: 1 /2 1 0 Detail Scale'. 1 /2 1 0 Detail cale: 1 /2 1 Detail U_ AVa * 0 0 y_g�wner Material Schedule Seal Location Color TMA B wner FIELD _Y_­0Wner BRICK B wner Notes: *All finishes to be approved by owner. *All finishes and colors to return to inside corner. Michael R. Poole F1 Lic. #AR00156766 Haut POOR , I q 373SWn edold.ROU'd Ste, 1:02 n,; : Jr- int Midt0thid V*,:, TO 231 1, Tel eP,hone-.�'8.04.,2"2,5,,021.5., W. W.W.2paMet Project: 1550.00 CADD File.2 Drawn By: MNW/ASM! A5.3b A5.2 A5.3a A 3 a Checked By� GA Ju y 2, 2016 'FOP OF PLATE Construction Release Date, 5D -TOP OF PLATE ......... ..... J -P OF WINDOW----------- Revisions TOP OF WINDOW No. Date Description co 1 09/12/16 Permit Comments 3 12/29/16 Owner Comments IL TOP OF SUBFLOOR ITOP OF SUBFLOOR tTOP OF P.ATE TOP OF PLA E TOP OF WINDOW TOP OF WINDO t ASI RFI Revisions C No. Date Des ription 00 N __-----0 ...... 00�TOPOFSUBFLOOR TOP OF SUBFLOOR TOP OF PLATE -4 TOP OF PLATE Top OF WINDOW TOP OF WINDOW 0 2015 Poole&Poole Architecture,LL co .. ....... 00 N 00 Drawings and specificatior6 are and shall remain the 00 property of Poole&Poole Architecture,LLC and shall not be used or repro uced in whole or part in any form written consent of Poole&Poole without pro C) ....... 0 Architecture,LLC. 00 co -s or engfi of the archifecl -7 ........... -he plans and specifications knowledge,i ----------- comply with the applicable minimum ITOP OF SLAB TOP OF SLAB building codes and f he applicable fire-safety s an a s as .'elermine y e oca FOR END UNITS authority in accordance with 2014 FBC and FOR MIDDLE UNITS "I _Chapter 633 statutes.UNIT B3 UNIT B3 UNIT B2 UNIT B2 UNIT B2 UNIT B3 Buildings 1 /2/3 - Right Elevation Buildings 1 /2/3 - Rear Elevation 31 Scale: 3/1 6 I 1-0 H Elevation >1 E0 8 E C7 0 2 E A3�, :9 - 0 A5.3a A53 A5�2 A5.3b > ............. ........... 0 Q) -SZ E U TOP OF WINDOW ..........TOP OF PLATE <...........TOP OF WINDOW i -----------------00 . ............. 00 0) l TOP OF SUBFLOOR TOP OF SUBFLOOR ------- 3.TOP OF PLATE ITOP OF PLATE TOP OF WINDOW .......... 4 II00 ..........----------A3.0 ..........00 ............. 00 3 IF IF IF TOP OF SUBFLOOR TOP OF SUBFI-00 R TOP OF PLATE A-4� TOP OF PLATE F_.4 TOP OF WINDOW TOP OF WINDOW ......------00 .. ........... Zo I? 0 7 00............ ..........00 IIt if V TOP OF SLAB . .............FOR END UNITS ..... F IT UNIT B3 UNIT B3 U NIT 13.1!� UNIT B2 UNIT B2 UNIT B3 L 1 I Drawing Title. 14 13 5B Exterior Elevations L Buildings 1 /2/3 UJ Buildings 1 /2/.01 - Left Elevaton Buildings 1 /2/3 - Front Elevaton DOW 0 2 U_ Scale.- 3/1 6 I _0 Elevation Scale: 3/1 6 I -0 Elevation A3 . 1 a 0 )I LU UJ 2I! Seal -/11 - - �� %" TYPE 'X'GYPSUM WALLBOARD / ,,.,, / //— METAL TIES A5 .--„_, INSULATION PER TABLE 211 SPECIFIED PER ON SHEET AO.I STRUCTURAL I ` ZIP SYSTEM WALL JA' ` MODULAR BRICK 4` / :' ` SHEATHING WASH ZIP SYSTEM WALL `; RUNNING BOND - _ MORTAR Michael R. Poole FL Lic, #AR0016.766 SLOPED TO DRAIN SHEATHING ' ^' DBL.2X WD ___­_ _' 7__�14��__��_ � �� _A7 , MODULAR BRICK �'' ---�_ DBL.2X WD - _ I<< ;. , HEADER RE: 5TR HEADER RE: 5TR MODULAR BRICK �” i ZIP SYSTEM TAPING ACME CP-I METAL TIES AS GEMENTITIDUS LAP SOLDIER COURSE 1 COPING BRICK SPECIFIED PER SIDING <. 2� I � ) ' 12" CMU BLOCK, STRUCTURAL `'--- :ZIP SYSTEM WALLF o- RE= STRUCTURAL MODULAR BRICK SHEATHINGV///// 4. STRAIGHT FLASHING ':.`_ RUNNING BOND ' �, �� i WEEP-HOLES PER i i ,I ` ` MODULAR BRICK I ZIP 5Y5TEM TAPE w SPECIFICATIONS > ; SOLDIER COURSE -- I l BEDDING SEALANT #� I ' 1/4" MIN_GAP I 4 1 I t� I , ti I UNDER WINDOW FIN /'` 11 I ZIP SYSTEM TAPE 2 ' ; I PREFINSINED , / VENT-HOLES AT . ALUMINUM FLASHING I V 0 / i / STRAIGHT FLASHING r DRYWALL _ 24" O.C. , �/ -- -- - - -_ DR LL - - i PoN tt P001E HORIZONTALLY `f '` , f METAL FLASHIN4 RCHITECTE f. WEEP-HOLES PER ° % 1. SET IN BED aF , Y SPECIFICATIONS 1 SEALANT , SCHEDULED WINDOW 3736 Winterfield Road, Suite 102 ' STEEL SHELF ANGLE I Midlothian, Virginia 23113 METAL TIES AS / 0f. 1. STEEL SHELF ANGLE I 1, t' \k 5/4x2 GEMENTITIOUS - I RE: STRUCTURAL ' Telephone 804.225.0215 SPECIFIED PER RE: STfiUCTURAL , TRIM l www.2 a.net STRUCTURAL I '` ' 514X8 CEMENTITIOU5 p PREFNSIHED-- I �`," TRIM AA-{3003522 ALUMINUM FLASNING . ��_-_ ,/ \, Window Header at Brick ,' ,/. , " .._.._, _ _ _ ,4�._. ,, ,� ,�. �,. Scale• 3" 1' �" Detail Project: 1550 00 MODULAR BRICK % '` �' J Ile: ISIS DETL --�"�� =\ RUNNING BOND .. . . 0 IV `f ix GEMENT.TRIM --- ;t r; Drawn By: ASM . f 1 f Checked By: GA r BACKER ROD ACME CP-1 �. AND SEALANT r ;' Permit Release Set: COPING BRICK IX2 BRICK MOLD MODULAR VENEER f ,, -' T July 22. 201 ". , , ,. _. __. / ZIP SYSTEM Construction Release Set: Header at Brick Wall 2 WALL SHEATHING �----ZIP SYSTEM PAPE I , � 8 I I I Scale: 3" = 1'-0" Detail ' Revisions _ I" I ___-w rw'.:____W._ ._, lea" lis" BEDDING SEALANT----, _ _-_ - lila. D Desc tion �nliz- Date Y 1� NDERI D I _.. .................... �,�,::..__._ _ _ Win Wall / ,. ,: 1 09/12/16 Permit Comments VENT-HOLES AT --- ! 1212x4 VERT. i` 2 10/21/16Permit Comments 5/4X4 CEMENTITIOUS �, „ _ „ ' STU T H 24" Q.C. c a l e. 3 - 1 -0 D to l l ._..... . .. ......................_. ......, DSA ROUG /r ', tl 11 I TRIM i HORIZONTALLY OPEN NG(TYP.1 3 12/29/16 Owner Comments ', SEALANT � r 1 DRYWALL RETURN '" ,° �' I =-' `� _. i` _. INSULATION PER TABLE --ZIP SYSTEM WALL METAL TIES AS /' �$�� TYPE 'X' ON SWEET A0.1 SHEATHING ...--_..._..............._._._...._...._...._._..._....,_......_._..._..-....._._..^__............ .....- ;' .._ _"" ____-,...:"._. ,' GYPSUM WALLBOARD SPECIFIED PER _ , __. STRUCTURAL GEMENTITIOUS N 1, MODULAR BRICK 2x4 WOOD STUD {` 4\ VENEER ' LAP SIDING lit L I WALL FRAMING I .. PRE-CAST WALL CAP ZIP SYSTEM , Window Jamb at Brick MODULAR BRICK WALL SHEATHING r` i 11 RUNNING BOND `. 1212x4 VERT11 I . ___.. � SGa1e: 3; 3 " = 1'-0" Detail D _ --------- 7111, % STU 5 ..,,..._......._._,_, _...__,-1-._.__ r -, ,y I ° I I I I I /` / 1 ' VENT-LADLES AT i i '/, SCHEDULED WINDOW ZIP SYSTEM I 24'} O,C. I TAPE ; i i ; / CAULK/5EALANT I \, -,+ HORIZONTALLY I , I \1 :; i ` ` ' 5/4X4 CEMENTITIOUS MODULAR PRICK I BEDDING SEALANT I •' I ! I TRIM ROWLOCK COURSE UNDER WINDOW FIN ZIP SYSTEM TAPE I I I I I I SLOPE TO DRAIN I5° i I I SEALANT �' MINIMUM ;` 5TRAIGHT FLASH e / ti I 1 O 201 b Poole&Poote Architecture,LLC "� „ I n / �' `` 11 \ *',,:,'° fF I ``�_- I �'( �' FILL CAVITY WITS-I I_ - Drawings and specifications are and shat/remain the I�8 I METAL TIES AS I ! /, P EM WALL ( property of Poole&Poole Architecture,LLC and shall not I /' ; FF.. SPECIFIED PER 1 �'` I SHEATHING MORTAR TO BASE r___ ___ be used or reproduced in whale or part in any form II i, 1 ! OF WEEP I PAINT GRADE FJD 1X6 SILL without prior written consent of Poole&Poo€e I STRUCTURAL c I CEMENTITIOU5 ii I ; _ Architecture,LLC, I ZIP SYSTEM WALL LAP SIDING WEEP-HOLES AT 24 D C_HORIZONTALLY To the best of the architects or W I n Wall ; SNEATNING ; F'AINT GRADE FJD 1x2 APRON engineers knowledge, the plans and 31 6 1,_� Detail ,y, I n specifications comply with the Scale: I MODULAR BRICK applicable minimum building codes I ` I .INNING BOND r ;:,..__. I „ 2x4 WOAD STUD d the applicable f t I � P , , WALL FRAMING an e app Ica e fire-safety -_.,� standards as determined by the local I _.___....._ w -- _______ F ____.____.____. GYPSUM >_______ ' PREFIN5INED ; \'-_._'._ %" TYPE `X' G authority in accordance with 2014 I t ALUMINUM FLASHING - _J ,f WALLBOARD FBC and Chapter 633 statutes. 2., METAL TIES AS s> SPECIFIED PER A STRUCTURAL / _...._________.._ ._..__.,._._v_.__. _.. INSULATION PER TABLE ,. ,-- MORULA ICK u R BR _ __, _._ ` SEALANT _ _. _:.. '' RUNNING BOND _w. 2 ON SHEET Am I ------ Sill at Brick Wall .�� ..._.........._.. .. ... // ; 1. 5/4X4 CEMENT, 7 TRIM11 Scale: 3" - '-0" Defiail j CEMENT.LAP ZIP SYSTEM WALL t SHEATHING SLING / Wln Wall I ,r 1212X4 VERT_ I 1 ,, _ „ Detail , STUDS - "-- Scale: 3 - 1 -0 _..., "� . _....__._........... ZIP SYSTEM -� \-C'�6 j TAPE ls" TYPE 'X' GYPSUM V! ZIP SYSTEM WALL50,4RD4) >' WALL SHEATHING ' / Window Sill at Brick MODULAR PRICK I K VENEER METAL TIES A5 /` :11INSULATION PER TABLE it 3" = 1`-0" Detail �.,, MODULAR BRIG -_,.,.__..._ SPECIFIED PER " ._� ; ON SNEET AO.1 VENEER 5/4XI2 CEMENT. __.., ._ .__._ _�_, .m,, . .____.___._.___. _.0 �__ ___. STRUCTURAL -----__ _....,.....___....__. TRIM - - ZIP SYSTEM WALL PT BLOCKING MODULAR BRICK Am :) 0 SHEATHING j / RUNN INCs BONA n ZIP SYSTEM ..' ' ' a) - ' �.."1'111' "'..I.: i., WAIL SHEATHING ' /'/' ``17 '\' :�� DBL.2x W D MODULAR BRICK 2x4 STUDS I'• HEADER RE: STR CIO RUNNING BOND o "'Mn Win Wall // MODULAR WALL U _..___._„____ _ ,t_ _.--._ ....._..____,,�_____.._._ __ _,_._.i r_.__ __.____�__.___.__..f,qtr_.____. _...__________. ; `�-�, MODUL K ZIP SYSTEM A X231 0 �/ Q} 1 5 „ _ ` `, ' l t/ ` ,. S D R COURSE �� I ZIP SYSTEM TAPE SHEATHING Detail t OL IE -+- Scale: 3 - 1 -0 L-\\ . . I 4) ���� / � '1 - "' i I �� �` ' '`"'' '` _ _ ,_.. i. 1, --,. .1, , 1 ,. \ I"! 11 "/ ,, w I I/ \ � METAL TIES AS -+_ 11 It, " N ,/ STRAIGHT FLASHING 5 CIFIE -0 _ I. t f % 11 I I ---' iPE ED PER U ______--- ____._.__.__. - INSULATION PER STRUCTURAL � y„_ ca �' , '� `�� ', WEEP-HOLES PERI. i-\ ■ . TAPE ON SHEE 0.1 I AIR PA E r� SPECIFICATIONS I S C -�- 11 i r`` �"."` _._,.__,_._...__._..,___._ _ 5/4X12 CEMENT. ;11. BEDDING SEALANT r ' _w_, _..w_.._-_.__.____.__. ._. __. TRIM UNDER WINDOW FIN ZIP SYSTEM TAPE — - .- �' TYPE 'X' GYPSUM 1, :, =1 Q AALBOARD Es]�_ SEALANT11.1 D WALL PREFIN5IHED 2x4 WOOD STU A CEMENT:LAP `\ ALUMINUM FLASHING -- - -- MORTAR NET ; FRAMING SIDING ` ,` I�� `f! INSULATION PER TABLE - _„ MEMBRANE FLASHING i ON SHEET A0.1 1I - WEEPS 24 OC, i 1X4 BASE RIM T ' STEEL SHELF ANGLE HORIZONTALLY j 4 _o RE: STRUCTURAL IX4 WOOD TRIM :; GROUT CAVITY SOLID Ei P.T.SILL PLATE •., 1 SEALANT AND _. BELOW GRADE s BACKER ROD GRADE TD PEA 5 CONCRETE FOUNDATION SCHEDULED � DOOR MIN OF S" BELOW �` l 12i RE: STRUCTURAL 5 ID .._ FIN,FLOOR �- i nl . COMPACTED FILL ( z__ MIL VAPOR Oji Balcon Column . BARRIERC l l Z-4,y �, 1 Scale: 3I - 1'-0" Detail Door Header at Brick SLOPE 1. :=r Scale: 3„ ! l,_0„ - ,/,' ' ' � r " _ Detail ,, r v �,M . « ► ' ' �..,..__„-.,_,__�__,..-______.-,...._ -_.-,.._...-_._,w,___.,_-,�---".--,.._._....w,_...,.._._.,.-....._..._.__- / l f l\\1_ _•.��\ � f ^,"-', 4 ' ., ., ;f Win Wall Elevation Ad olein Unit Wall /� f' / I/` / /�.,y�,f Wit.' ",�/'./'' .�'r/../. % �'''�/,l' ''f, 11 . 4 14 „ 1,_Of, ElevafiionX- '` / �� � � . "'y. Scale / MODULAR BRICK _ _ ;/ ! ;,` F ' ./:.. f' ___ : i r `_,_ — 'I I ...I., . .. I VENEER ,/ `` �` ,,' `� / �, Lf'n r: - 2 x 4 NARDIE ARTISAN TRIM \ \ ' w r` `` \ `� ZIP SYSTEM / fJJ 1 � ���`` `Jj/ ���`4 \`�F / / � ``�� `�f` �``'\._`` g may WA SHEATHING BACKER ROD , LL . JAN,,, w (212X4 VERT. AND SEALANT j. F MODULAR BRICK VENEER ,, 'f' /. J' �. SEALANT / ' : j _ \ STUDS AT RDUC�H i ;' ': OPENING P , _,.__.............. ,' ,' /` f C�' / `, __-,___..._...__..__._..___."_.__..___._.,_,.__., ._. ._..___._._..__._. ZIIP SYSTEM m Id& {, f STRAIGHT FLA5N \ �, �' `_ , %J�1 io' ''a I5 ZIP SYSTEM I ; MALL SNEATNING �' ,`� / � `Y.. �, ; f " \ \ / , \ . TAPE I - ,' _ �' r" a -ry / ,' % �` ///��� GEMENT L A a__ SIDING c r _ ��q� Drawing Title: , 4 r` / f '. /f/ ti 514X4 CEMENT.. ,..,�.�,,... -_._, ,,._._,., %"' Y .�. � IIS `� ��� � .� �. Typical Details TRIM 2 VER , f, \ n /.Y �,.' 5.� ---- 5TUDS AT SEALANT ROUGH I Y i . , f q{/0 11 ' .-__.. OPENING lT P1 ,' Y , \ \`k S.P� t / / f : f 4 /' /r. 11 l' r 5 „ , "' �,,__... INSULATION PER TABLE : /'' , 1=-- /� TYPE X t GYPSUM1. ,'` ON SNEET Ala.l Ii�ALLBDARD '' J J /' / ,/ '+ ' \ W cv .� \ / ` ,' , �� \ I 1111 1X4 WOOD TRIM - / �� �t �` : Y�& � V! Win Wall Elevation Brick Jamb Door Jamb at Brick T Edge of Slab LU 13 o - ,_ �, Scale: 39 " = 1'-0" Detail Scale: 3 5 = 1 -0 Detail Scale: 3" = 1'_p" Detail w Scale. 1/4 - 1 0 Elevation J 11 Sea! - - ,- \ ,. *, �- low At 11I e„ `'...\ 11 \\ ZIP SYSTEM TAPE N It . ZIP SYSTEM WALL SHEATHING CEMENTITIOU5 LAP - --., F 51O NG ; JA IN Cl 9 5 nME TITCOUS ii I �T 114 MIN.GAP , �$" TYPE 'X' GYPSUM 111"— METAL FLASHING I 'r `t WALLBOARD _.__ -.'" ` Y` �'' - %$" TYPE 'X' GYPSUM ° , ,_._. Michael R. Poole FL Lic. #AR4016 6 WAIL BOARD r 5/4X2 CEMENTITIOU5 — '//" 'r I 2X FRAMING TRIM :::::::::. ::::::::::::::: ZI Y EM WALL • , . .... F f ._: �+��y.!/mss \ 5/4Xto 5/4X1m CEMENTITIOUS % ! NSA NG E ENTITIOUS RCM 5 THI �' I _. v.. E C M ti TRIM _,,--__w _---_____ ' 1>< L . vl>< INSULATION PER ZIP SYSTEM CAPE --_ '",' i - - ;' CABLE ON SHEEt A@. CONT.CAULK BEAD II �'~—RRL.2X WD `.,, ' Y 5/4X6 CEMENTITIOU5 HEADER i' ,� `�``-+ f`'% ' FA RE: STRUCTURAL _ TRIM ' 1­1 ,- 4 �< \ . 11 CEMENTITIOUS L P SIDING 5/4X2 CEMENTITIOU5 � I 5Y M W << `�, TRIM —tRIM PER PLANS Z P STE ALL \ i`` i-IEA NCS TH 5 1 I \ _... . r :� t �...,-.- � ._._.._-......I__..-. 4............._._..._..- ....:..-.-: 2x4 WOOD stubAR(HITEGRE SCHEDULED POOLE POOLE >< DOOR CONT.CAULK BEAD ZIP SYSTEM CAPEI . 11 5/4X6 CEMENTITIOUS �-. I �h - WALL FR�,MING 3736 Winterfield Road, Suite 1Q2 TRCM SEALANT { ` 1. INSULATION PER TABLE ON Midlothian, Virginia 23113 BACKER ROD :� J I SHEET A0.1 Telephone 8Q4.225.Q215 AND SEALANT i :-, 114" MIN.GAP I �' __1 -' "=�-"`-- - /$" TYPE 'X'GYPSUM WALL www.2pa.net SCHEDULED WINDOW 1 GEMENTITIOUS r :';- BOARD AA-4003522 tiara e Door Header t �. .__�W ._-,r _______-___ _.-,_ _ _______ Outside Corner - Cementltlous Sidin ,; 1 c ' PANEL WITH 1X2 $ METAL FLASHING ., EADER t 1550.00 ! / __.� DSL.ZX WINDOW N Project: Scale: 3'' '-0" Detail (2)2X4 VERT: f" BATTEN Scale: 3 = 1 -0 Deta ! SET IN RED of ' PER STRUCTURAL STUDS AT ROUGH SEALANT `i' CARD File: I (TYP.) DRAWINGS MSDETL OPENING P ZIP SYSTEM TAPE ` ,` �' `.' ,I 1111 It __ 11115!4X2 CEMENTITIOUS f Drawn By: ASM DRYWALL RETURN `ti 1. ZIP SYSTEM TAPE \ zIP SYSTEM WALL I 11, tCIM Checked �y, GA tt I . , ; SH ATNING 5/4X1@ GEMENTfiTIDUS F,1 ,' CONT,CAULK BEAD V TYPE 'X'GYPSUM E Permit Release Set: '' TRIM I BEHIND WINDOW FIN ZIP SYSTEM CAPE ' ='" WALL SDARD .' r I INSULAT1aN PER TABLE ' July 22, 2 1 zIP SYSTEM CAPE k` CEMENTITIOUS oN SHEET A@,1 514X2 CEMENTItIDUS ,- ' DRYWALL RETURN Construction Release Set: PANEL WITH 1X2 f TRIM window Jamk at hoard and fatten Si din BATTEN iX .t 1 CEMENTIt10Us i LED DOW —SCHEDULED „ _ ,! � EDU WIN 1/4" MIN-GAP INSULAt10N PER SCale: 3 - - Detail LAP 51DING f`'' ReVlSiorlS ' TABLE ON SHEET A@=1 INSULATION PER TABLE 3 No. Date Description METAL FLASHING [ 1/4" MIN.GAP r 1X4 CEMENTITIOUS --- ON 514EET A0,I 3 12/29/16 Owner Comments `'/ %" TYPE `X' GYPSUM TRIM ��� CONT_CAULK BEAD METAL FLASHING r . 5/4X2 CEMENTITIOUS i %'` Window Headera Cementltlous Siding TRIM WALL BOARD 514X2 CEMENTITIOUS '`; �.' 3" STRAIGHT l$" TYPE 'X'GYPSUM BACKER ROD 5/4X1@ GEMENTITIDU 1 , ZIP SYSTEM WALL AND SEALANT FLASHING TRIM ,r,�, WALL BOARD SCale: 3" _ '-Q" Detail TRIM F`r SHEATHING --��_; _ 5/4X1@ GEMENtITIOU , t / - ZIP SYSTEM WALL CONT_CAULK BEAD /, TRIM s4-4EAT4-4INC ZIP SYSTEM TAPE \y SCHEDULED WINDOW --- ' ' % = =` 514X6 CEMENTITIOU5 CONT_CAULK BEAD SEALANT-__ -- -- E zIP SYSTEM TAPE i I TRIM iI r.................... >< (2)2X6 VERT. -�-�� � !` 53ACKER RDD DBL.2X WD 5TUD5 AT ROUGH ',r, 11-11....1--l-.1...... .... ..... 5/4X2 CEMENTITIOUS NEARER : I I CONT.CAULK BEAD AND SEALANT / OPENING lT1'P.) DBL.2X WD _ TRIM --- - ____ �� ? RE: STRUCTURAL HEADER SCHEDULED WINDOW 514X2 CEMENTCTIOUS S DRYWALL RETURN __.............. _..... GEME tI IOU I ZIP SYSTEM CAPE LRCM RE= STRUCTURAL LAP SIDING SEALANT AND I (2)2X4 VERT- `�.,._ \ BACKER ROD s3 �, , STUDS AT ROUGH TRIM PER PLANS /$ TYPE X GYPSUM I I zIP SYSTEM FALL SEALANT AND OPENING (TYP.) 11 ZIP SYSTEM CAPE WALL B0,4RD I I SHEATHING I BACKER ROD �TRIM3 I PER PLANS SCHEDULED DRYWALL RETURN \, _ . ' ` ZIP SYSTEM WALL DOOR 3 SCHEDULED SHEATHING DOOR V TYPE 'X' GYPSUM C WALL BOARD I" INSULATION PER TABLE ON I Mid-Jamb at Double Window � SHEET 11 1 `p • • Q 2016 Poole&Poole Architecture,LLC SScale: of 11- " Detail V- Window Jamb at Cementltiou5 Siding Drawings and specifications are and shall remain the 3 0 property of Poole&Poole Architecture,LLC and shall not 3 a t Board and Batten Siding " — ' „ without used of reproduced in whole or part in any form Scale: 3 " � -Q Detail without prior written consent of Poole&Poole SCHEDULED Door Header , Architecture,LLC. 1 b _ Door Header at Cementltlous Siding ---�--- i Scale: 3" - 1'-0" Detail 7' WINDOW To the best of the architects or ZIP SYSTEM WALL SHEATHING Scale: 3" 1'-0" Detail I engineers knowledge, the plans and CONT.CAULK BEAD ZIP SYSTEM TAPE specifications comply with the ,, f i applicable minimum building codes BEHIND WINDOW FIN CEMENTITCOUS SIDING `� t 11- 5/4X6 CEMENTITIOUS SEALANT and the applicable fire-safety TRIM 1X SILL al x- . .....- .._.,..,..._....... /$" TYPE 'X' GYPSUM L t 1 C " standards as determined by the lac _ . authority in accordance with 2fl 4 ___'` ! i %' WALLBOARD `r '`` 5/4X4 GEMENTITIOUS __- ---- f 2x4 WORD STUD FBC and Chapter 633 statutes. GEMENT.PANEL ' , WALL FRAMING SEALANT _�.. WITH 514X2 BATTEN 2X FRAMING t M C C UL SCHEDULED DOOR �' ( ." BEHIND WINDOW FIN �' - 1X APRON I, ' I, a° zIP SYSTEM CAPE 5/4X2 CEMENTITIOUS BATTEN STRIP t -- 5/4X6 CEMENTITIOU5 f , � \ (2)ZX4 VERT. _ �_ ` TRIM 1 3 .__.. STUDS AT ROUGH '' 1NSULATIDN PER CABLE ON '_ ... ' - ___._..-. ._.._ Z P SYSTEM t PE / _ -..._ 1 A OPENING (TYP.) \w. ,r'` \, Z1P SYSTEM WALL SHEET AO.1 - �_ -- $ TYPE X ..- � E L WALL :. SHEATHING SEALANT S A ANt BOARD /$ TYPE X _____.-__ ____-___-- 'Y \ . - \ 1 F GEMENT`ITIDUS SIDING GYPSUM WALL I . BOARD INSULATION PER SCHEDULED DOOR f _'. f ZIP SYSTEM WALL f' w 1x4 WOOD TRIM11 " CABLE ON SHEET A@.) _:' (2)ZX4 VERT: <I I 11i, SHEAtHINC �. : r STUDS AT ROUGH �:` ,� INSULATION PER TABLE ON SHEET A0_1 _ _.___,___..w __W,_- ....,...__._ _.__.-_.-W- ___- ___,.______ P) r zIP SYSTEM WALL P Y .... f S \ \\ Fi ,Xs SHEATHING ' — --- /$ TYPE r n „ n Batten Siding A SIT GEME ITfioU Door Jamb at Board and W LL �. . \ GYPSU1 A LAP SIDING '' 1 BOARD Scale: 3" = 1'-0 Detail11'.11 INSULATION PER TABLE t:rI 11 `� f i' \ 1x4 WOOD FRIM - ON SHEET A@.1 f / 4) >' , L .. I I y 3 ` \ i .. , : , ".. ! : � f \ f` �' .. �'.�..�..��-�� __ :''i E >_ . ."',F. i _�_ 1. I •�. • : : .. : �_ . - \1 0 CEMENTITIOU5 PANEL ____� `, 1' r s a s r s a r r . •r�// 1 Inside Corner - Cementltlous Sldln Door Jamb at Cementitlous Sidin window Slll at Cement�tlous Sidon � " — WCTH iX2 BATTEN r� tL \ 10L ZIP SYSTEM WALL t `-...__..,. "y Scale: 3" = 1'-�" Detail Scale: 3" 1`-0" Detail Scale: 3" 1'-0'' Detail SHEATHING I F I 1. —___ I o 'Zn j­ t 2x4 WOOD STUD f,.__ ZIP SYSTEM TAPE WALL FRAMING I I AN51 AIII.1-2009 COMPLIANT f \ - �"� I � 1. I BUMPER t+ REs4-40LD % 0 , NSULATION PER TABLE DOOR AS 5Gi-IEDULED / ' Q� 6@ MIL WATERPROOFING MEMBRANE ON SHEET A@.1 I ( %` CONTINUE INTO ROUGH OPENING ` 1/4 MIN:GAP _ lI. BACKER ROD AND MIN. , , : - -�-- 111111111wilIllIlliv 1111 11111111!! . � 1. '' ; �.._ /$" TYPE `X' CxYPSUM WALL 1 I 1/2" URETHANE SEALANT PREMANUI=ACTURED PVG SILL '' 01111111M F .: � .- 50ARD WOOD RAILING, I SET IN FULL RED OF 5EALANt QIP SYSTEM CAPE " f �1 �'- _ METAL FLASHING f'F. SEE 1@/A25 I 2X LEDGERk�LFININED i=LODR , i ' ! I a Q_ !-- DBL.ZX WINDOIU HEADER RE: STRUCTURAL GEMENTITIOUS -: SET IN RED OF i SEALANT PER STRUCTURAL ALIGN FLOOR 5NEAT4-41NC 51DINC PER - 2X PT.SHIP-LAP �$" TYPE 'X' GYPSUM n < WALLBOARD Cr • DRAWINCxs I RE: STRUCTURAL ELEVATIONS t y. 5/4X2 CEMENTITIOUS / ZX P.T.SNIP-LAP DECKING I I DECKING I 1-1/4" STARTER I `' f zIP SYSTEM TAPE TRIM ��� ,4 WOOD BLOCKING I .:...... -,._.._.. _..._... .. .-,. ............... STRIP "\ 2x4 WOOD STUD WALL I / . r r / r - :; ;.;, ; :-r ,r / __ _. . /, , , , F f �: �: _. _s_. _ AMI I � - it ', i f r r f- � 04 i �' i ', r (; y A i AUK CDNT.C D �=' � ,��; .-,�` L BE ,; , 5/4X1@ CEMENTITIOU5 5/4X4 GEE OU5 TRIM CEMENT. A I -- , BEHIND WINDOW FIN / M G INSULATION PER TABLE TRIM I I R �` i 2X WOOD BEAM ,f \ . I / ," ,:,.,:. ON SHEET AO.1 ' DRYWALL RETURN RE: StRUGTURAL ' `1 5/4X2 CEMENTITIOU5 , I� ''; .'f 5/4X1@ CEMENT-. ` TRIM ! _____ .—.----SCHEDULED WINDOW SEALANt f', TRIM PT.SILL PLATE .' �` { SILL SEAL I / - Ti5/4X1@ CEMENTITIOUS TRIM J 2X BALCONY FRAMING, 2X BALCONY I zIP SYSTEM WALL 1, / PAINT J01STS TO MATCH FRAMING \ ( SHEATHING �_. 3 SEALANT //"/ EXTERIOR \'\ ; `1:., SEALANT Window Header at Board and Batten Siding ZIP SYSTEM TAPE y I ='` CONCRETE FOUNDATION 14 Scale: 3" - 1'-a" Detail ' RE. STRUCTURAL %J / � , ,� �_� _I _ __ SCHEDULED , WINDOW �` �� , l / I } ZIP SYSTEM CAPE { E i I 6 MIL VAPOR z SEALANT I 1X SILL E SEALANT _ -h - - ,I BARRIER I I \ ° Stu ______.. 2x4 WOO D '3 �t 5/4X4 CEMENTITIOU5 r - D j 1. WALL FRAMING TRIM 5/4X6 CEMENt1TI0U5 Ed e of Saloon TRIM l It, iI I 11 11 W f ,F` ! 1X APRONi 11 11 \ ' I/ f .�,, / Scale: 3'' = 1 -0" Detail SEALANT '; 5L©P�� \. /f \ _•---- i t ", t -Il tY IXI 1 \ / f �1 11 Ilr : l PE ' E SEALANT q '1111-11- GYPSUM WALL GEMENT1T10US sIDiNG 'rf ` ` ,' \ : . " ' ,. : 7. 1. \ \ 11 \ 11 \ "\ I 11 13-__ - BOARD \ \ \ \ dam \_ . 0-A, `' t wi Title: i �/`` , ��'�. \.� \\ •\ /' ``\\\ K,,; - J l/ �Y �',f��"'�4` D ra Y Y 1-n i l t l e ZIP SYSTEM WALL \\\ / -. ,; SHEATHING '-_. _-.- / i f. %` Typical Details ;' , INSULATION PER TABLE ON zIP SYSTEM WALL SHEATHING �F, j . . SHEET Am 1 `f \" �' / CEMENTITIOUS ``\\ �` ,'` \`` \'\ ,' \, ' PANEL WITH 1X2 \ r , `, ` \•, r\ .., `', .. \ d i \ ` \ v v \ \v ��� v v ` _ BATTEN INSULATION PER TABLE / / ` 9-11 LU '` f r /'' / 11 I �" " \ , 14 W %$" TYPE 'X'GYPSUM WALL BaARD � \` \' {~ \ GL \ ,"f' � o '! C LL_ Window Sill at Board and Batten Siding Door Threshold at Balcony T . Edge of Slab o UJ f _ , ,, 1 Scale: 33 - 1 -0 Detail Scale: 3" = 1'-0" Detail Scale: 3" = 1'-0" Detail w . I W Cie �.__�_ -- �_ Seal 1.1 J, STRAIGHT FLASH SLOPE 2%MIN. � �� ���� PREFINISHED METAL COPING �� - _ - CONT.CLEAT / .• __ ._._,___ _... CONT.TPO OVER PT FASTENED WITH _._. , -...._.___._.......... ........._..."( BLOCKING AND 8001=1Nt 1-1/4"GALV STEEL11 `�' SHEET.SECURE TO ROOFING NAILS AT ' '' j BLOCKING. �11 D.C. , ;, WOOD FRAMED ROOT; TRUSSES ' r T T '% I HIGH-DOMED, JAN r ESTENERS f �'/ GA TED FA / ARCHITECTURAL SHINGLE ON AT 12 O.G. t! BLDG 4-6,METAL RDo1=NNG ON :/ ,' I I Michael R. Poole FL Lic. #AR4016766 WOOD FRAMED ROOF TRUSSES t. BLDG 1-3 ON X151=ELT PAPER 5/4x6 ON 5/4X1m I WHITE TPO ROOFING %' <` 7/ Q T 0 5 T G GEMENTNt1QU5 TRIM r,. MEMBRANE.SECURE To E ,,,z ARCHITECTURAL SHINGLE ON 3 I '�� 2x6 BLOCKING ;: I BLOCKING BLDG 4-6,METAL ROOFING ON DRIP EDGE -' �,'`;I x: <4 GALVANIZED STEEL _, , Na BLDG 1-3 ON 15 FELT PAPER ZIP SYSTEM WALL SHEATHING - 4 6 5 X R R E HI � GUTTER PER R. ROOF PLAN ( '-- TPO ROOFING f --�"" ZIP SYSTEM WALL I ApNESIVE HATCHED AREA TO 8E ALL SHEATHING FRfi FRAMING/SHEATHING {{{ I & ­ ���� 1. 11 ODA Q ..-- AC N v._,_ B KER R ,, - 2__ , SEALANT ' ,, y % � v GALVANIZED STEEL ,,° INNOW ti I J k I �,; E DRIP EDGE; ='t I'll 11 1 �; CEMENTITIOUS `� �, I t ; r , r < A I1G , r v 1 s L P S D'N ti 5/4X8 CEMENT. ;. / 'il �, , CEMENT.PANEL i r `' TRIM ZIP SYSTEM TAPE X .. ... �....... ...,...�. ....- -.. ........._. ......,._ t . i' J`5 < t , .: GUTTER PER r ;: GALVANNZ D STEEL ,, , E `� �' , s, v �. POOLE 6 POOLE ANITEGRE ROOF PLAN - - t- FLASN(NC ', ' INSULATION PER TAPLE 11 , �� T AO.1 '� �'`< ', 51NG Y TPD ON SHEE 5/4X8 CEMENT. �`v r. s: LE PL 3736 Wroterfield Road,Suite 102 v �� r ',. TRIM .v'v ,, �, /'"``�. �• 5/4X4 CEMENTITIOUS TRIM TYP X GYPSUM , y 1 E .. OS ROOF a n Virginia 2 11 -I/�� B Midlothian, g a 3 3 v, SHEATHING OARD v ,, ,� HE G r. ZIP 5Y5TEM TAPE B I Telephone 804.22 .021 ' INSULATION PER TABLE GEMENT.PANEL I SEALANT r' : 2X4 WOAD TOP PLATE I vVVVW.2pa.rlet `J �f• ON SHEET AO.1 2X FRAMING CEMENTIT(OUS LAP SIDING , k RE: STRUCTURAL ZIP SYSTEM WALL AA-0003522 5/4X4 CEMENTITIOUS TRIM %s" TYPE 'X' GYPSUM METAL FLASHING SET ,1; I SHEATHING BOARD GALVANIZED STEEL j IN BED OF SEALANT %'4 /s'' TYPE 'X' Cz` PSCIM > ZIP SYSTEM TAPE / ,: { DRIP EDGE �, WALL BOARD CEMENTITIOUS LAP SIDING WHITE TPO ROOFING Project: 1550.00 2X4 WOOD TDP PLATE 5/4X2 CEMENTITIOUS TRIM f I MEMBRANE CARD File: I' SDETL CEMENTITIOUS LAP SIDING RE. STRUCTURAL i 5/4X8 CEMENT IT IOUs TRIM 2X WOOD HEADER ZIP SYSTEM WALL I RE. STRUCTURAL SHEATHING \ � GfiN� aTi�IP_... Drawn �y: ASND METAL FLASHING SET ��" TYPE `X`GYPSUM TOP OF SHELF II ZIP SYSTEM WALL 5HEATNING �� I TPO ROQI=INC Checked B ' IN BED OF SEALANT , WALL BOARD 1O-4 AFF. - DRYWALL RETURN y• GA -I 5!4X2 GEMENTITIOUS TRlM ": , 11 ZIP SYSTEM TAPE 5/4X6 GEMENT.- ;-- M.._..,. 3i i ADl"1 51 YE 2x WOOD HEADER ,.> �, r ..• sG1-+FOULED WINDOW _ CONT.CAULK BEAD 2 X 6 BLOCKING '' WELDED SEAM Permit Release Set: 5/4X8 CEMENTCTNOUS TRIM11 TRIM y RE= STRUCTURAL ` '� 11 11 ZIP 5Y5TEM WALL SHEATHING FYPON CORBEL July 22, 2016 CORI6X�X3 ZIP SYSTEM TAPE ( DRYWALL RETURN '- "I I . . 11 \` Construction Release Set: ` —CONT.cAu K A `: 5/4X8 CEMENT. ``~- T i C a I Eave a t C e n'1 e nti ti o u S Sidi n 11 SCHEDULED WINDOW L BED `` ' �` TRIM r`` , F F r, f' ; . t,, ;° 4 11 Seale: 1-1/2 - 1 -0 De a1 li, I i �` \ Revisions ":� ,.yL C............. a� ! J • s • • • s J 1 1. l 1 4 4 Framing \ -� ,. , T F . .� I%\ 11 T ical Eave at CementitioUS Sid in FR a � __. 1. Na Date Description -- t �I 1 09/12/16 PermitComments Scale: 1-1/2" = 1,_O�F De a 11 �lII 1 .. - 2x4 WOOD STUD INSULATION PER CABLE ZIP SYSTEM WALL ,f WALL FRAMING ,. 3 12/29/16 Owner Comments ' SHEATHING ON SHEET AO.1 �... ' ,. ...\ ROOF FRAMING ' <' ' V TYPE 'X' GYPSUM '' ' ; 5/8" GYPSUM RE= STRUCTURAL BOARD WALL BOARD 17 \ I ,t I Iti f" 5/4X10 CEMENT.TRIM ` " i I ' ` 1X6 CE ENTITIOUS RIM .... "ll ill 2X4 WOOD TOP PLATE CEMENTITIOUS LAP I M T 1512X6 P.T. r I RE= STRUCTURAL SIDING i �. ''' _y..__.__..._ I 23/32" TSG 058.SHEATHING f 2X BLOCKING FOR ;'�� V TYPE 'X' GYPSUM � HANDRAIL ATTACHMENT \ TOP OF WINDOW I ; WALL BOARD ZIP SYSTEM TAPE \.. r �.'•'.. `: 121 lJyll :/ !I!' I V S!J I SYSTEM M WALL SHEATHING \. - AFF, ZIP E ...... .. 2X WOOD DEADER , 1. % 2x4 WOOD FRAMING CTURA I _ RE- STRU L 5/4Xb CEMENT,TRIM1. 11 ; i C / , \ 5/4X4 GEMENT.TRIM i NI METAL FLAB NG ''� BACKER ROD AND SEALANT- _. , _.. SHIT A ,. GKING _ . P L DE t 11 ' 1 ' \ -I --11 = ZIP SYSTEM WALL SHEATHING f I f Typical Shelf at unit B2 GEMENT.LAP SIDING X /I Scale: 1-1 2 9 ,F _ 1,-0'F Detail : itt. \, \I/.. / /// (DjScale Ica Para et 1X BLOCKING / „ _ r ,: ©2016 Poole&Poole Architecture,LLC I -, 1, - : 3 1 -0 Detail Drawings and specifications are and shall remain the fi �L T . \ property of Poole&Poole Architecture,LLC and shall not be used or reproduced in whale or part in any farm Without prior written consent of Poole&Poole n >`/' I11 WOOD FRAMED ROOF TRU55E5 Architecture,LLC. T ical Engaged Colum BRICK f f,�/ / = TU L 1 2 ,, _ GUT BRICK TO SEAL To the best of the architects or Seale: 1-1/2 - 1 -0 Detail CAVITY :r , C °\,. ARCHITECTURAL SHINGLE ON 3 engineers knowledge, the pians and �\ BLDG 4-6,METAL ROOFING ON specifications comply with the SEALANT /'j. SES`'PLAN FOR IMENSI BLDG 1-3 ON X15 FELT PAPER \ _ _..\ odes \, \: \ IN and the livable fire-safe applicable minimum building:c \r \, CEMENTI/ I .LAP SIDING ,' 31 C] applicable #y I _ x/16 OSB EXTERIOR SHEATHNNG standards as determined by the local ' ZIP SYSTEM WALL 5/4x8 ON 5/4X12 /" 2X BLOCKING FOR �• / - ' GALVA iIz D authority in accordance with 2414 SHEATHING GEMENTITIOUS TRIM STEEL NANORAIL ATTACHMENT `% r %!;' \ 1 FBC and Chapter 633 statutes. 1 OVERLAP EL DRIP A ill ZIP SYSTEM WALL SHEATHING EDGE 11 l5)2X6 PT. - I 4 514X8 CEMENT. _ m_..,.._... __,•.. ._._ _. ., IM 5/4X10 CEMENT.TRIM - __._ _ _....._. _._. __._..___�__ ,__,._._,_,_,..__...,_ ,_..._.,._.,_.__,_._.J / , IN _. .. . ___... _ __., f T R ♦ . / X44 /, 1-1 !/ f ,� 111 .\ \ k ...... / 'y- i e /// , i (' f /• I E LANT 1k % I/ S A ' 1' 2 j r 11 i 1 \ ! /. ` s _ r 11 11 I'll N i i:x t WOOD RAILING r ti , \. f i r` 11 1 \ :\ '� _. �, -... _ l f f /' ` / ,. ,_ \ . . SHIP A DECKING "1L -11 %,.. i ­__ / V PLP f�// .. ,. ... .... ., .. :� , .- ., .' ' '­­_, :��11 i . 5/4X6 HARDIE TRIM 48" HARDIE HOARD ON RC-1 /;,� i I TALL FOR HANDRAILING ON 1116" EXTERIOR 0.5.8. 1 ATTACHMENT 2X WOOD FRAMING W/ r �. CEMENTiTI0U5 50FIt INSULATION PER TABU* ON AO.1 SHEATHING ZIP SYSTEM WALL SHEATHING SEALANT , ' PANEL {1 I V TYPE X GYPSUM _..., , \ / DA 5/4x6 CEMENTITIOUS TRIM SEALANT l4) >, GEMENT.LAP 51D ING7W LLB RD ; I 5/4X4 CEMENTITIOUS , SEALANT ' '° TRIM . 2X4 WOOD FRAMING �' - ° 1 0 .....I..........-..._ ZIP SYSTEM WALL __� II E I � \,� 1; SHEATHING ; i' ..... .� CEMENTItIDUS LAP +- �J /� TYPE X GYPSUM - WALLOARD f''" `\ CEMENTItIOUS LAP SIDINCx • ,. i... �, ti �� �. \ d SIDING __. t 5 ; ii .0 it; : I\V— : / i` '.x tip „,,X ��l ..� : ,pI , / V� ZIP SYSTEM WALL E 7 -C Brick8 . to Cement tions Sidin Cantilever at Cementitious Siding SHEATHING a •Ln T ical Column _ ,. ........­._­_. 1 1 „ r r, „ r-. rr Seale. 3 _” 1 -0 1V 1-1 2 = 1 -4 Detail Scale• 3 1 0 Detail " " Detail 2X4 u�ooD TOP PLATE 0 4__ Q) Scale: / RE: STRUCTURAL V II TYPE 'X' GYP5UM Q) 11111 IIIIIIIIIIIIIIIIIIIII11,11111111111,11,111,IlljlllllllllllllI U E -0 -'– BOARD \ ilI- -11 i I-- �11,11,111,11,1111111111,1111,11,11,111111111111111111 t 1-- . #� ACH ECU L 5 INGLE ,'.',',','.' - s` ____T7 /: f ON BLDG 4-6,METAL HARDIE BOARD AND L.L� R0DI=INCA ON BLDCx 1-3 ON r ZIP 5y5T.E1`1 INSULATION PER TABLE 51 INC I r. D I ON SHEET AO.1 D Q.. I-- F TPP "11: WALE. I ­ BATTEN '� ZIP SYSTEM WALL SHEATWINIx '� `1li6" 05B EXTERIOR SHEATHING -� I ir ...._ SHEATHING 't, ,a .- k. f 1. WORD FRAMED ROOF ~� `` TRU55ES,RE STRUCTURAL ,I , ,, < , . . . . IP SYSTEM TAPE ,•_ / `11o GALVANIZED STEEL Z ' Typical Eave at Cable Roof DRIP EDGE ° _.y. I I _` - , a Scale: 1-1/2 2 " = 1 -0" Detail 5/4X8 CEMENT TRIM . . ° �, �� t- 2X4 WOOD TOP PLATE I,. r RE STRUCTURAL // . . . . . � ^ .� , ° _ . _._ (., VD 5/4X4 GEMENT.TRIM - ,; ' Q , , / , DOOR A5 SCHEDULED WA , . . , . ' ' ' H ZIP SYSTEMLL ^ ^� } i SHEATHING I - EXTERNOR F NiSH '� I, 17 I STANDARD SADDLE CEMENTITIoUs LAP . . . . . , . . FULL _,. _... ..^.,. %. 1. ..^ BEDOFSEALANT SIDING PRE-FiN15HED METALI L. . . . . � i i �; FLASHING (29° SLOPE) r= i J II FINISHED FLOOR I SET IN BED OF SEALANT : /• ", +� j � I FOUNDATION 1 - �- l - CONCRETE FOUND I11, . , . . . . . . . � o ! RE: STRUCTURAL "�, . , !` SL E ROWLOCK COUR5E 2 OP - 111� ` ,, , . . . . , . , . -� I ` t, ~ 1111 to it t __ c -- -._........__ _...... . ....... . .....__. .... _ D ; ZIP SYSTEM WALL SHEATHINGI f, b _. CEMENTITIOUS LAP BALCONY PER PLAN f f ZIP SYSTEM TAPE i SIDING j /'} //11 'ti F , " , " 4 z _�,_- ZIP SYSTEM TAPE 1 I . PENT '' 1 . I -1/4" STARTER STRIP i f .I t. • s^ , IN METAL FLASH G I 5/4X1m CEMENT.TRIM r- I ,, -:.F r . FASTENER AND PLATE AT 12" I I " ' , ,4 11 I -- :. 2 : i 11. 11 , Off.MAX WITH 1/2" OF TPO ...L',SIC)A -....I_._ Ir - , 11 �, , , -I ' v DrawingTitle: EXTENDING ABOVE AND ' f __,, 1 I I1 ........moi^ �'i i METAL TIES AS f ,, I 1 \,• ^� f , . . AT � h OW E 4` PLATE 1 . ; �' ,. �'`''-�..f '�''- Typical Detail . , ___ .. W LDED.SEAM � : - 7\ _ T /11111-1 SPEGIFIE R . TPO ROOFING MEMBRANE , 11 i il / ( STRUCTURAL \\ /` y r.___ 7 ti. ^l i 11 , 1111, , MODULAR BRICK ^� �., ^ /\ f�' '' ^ I ;1 BISON RODS SYSTEM RUNNING BOND � ``\ �,_\ -, // 3/4 ROOT SHEATHING ,. I" " r, \ A ` " F— &_---__- f I r`' I ".- 11, I I " V////A -- "',' , 1. /I I., W ,,M i \ // ,\ """, ",." " " "11 \� __ _'/ _, \ /3I 1, ,',' ' �\ , t \ ,_ _- I , `\ t' / _" \ // / / _,_ . I UJI I , , I _11' ,x . . \ " ' / ___fE____ __.._ __ _ ._ _. _ r....__....� ___ '"�, 1�i / } r 1, 1. ``�v / \`� /'` , ` v� /' ,/ ry TPO ROOFING ADHESIVE v v` . �' `v� vvv ' // �� °v 0 \ �,; � \ 0 Li0 • Vv Il Brick to Cemen tions Siding Balcony Railing Connection Ln jS ical Eave at Roof Deck a s 4 Door Threshold at Concrete Slab � 1 Q - " = ` , Detail 37 " = 1`-0" I�at To Scale r, -- _ it Detail W 1 -0 Seale: Detail Isometric Detail �-' c 1 1/2 Scale. 3 - 1 -0 W Seal � GIST�,4 No.18096 oFESS - 4 JOB NORT+� S t.. 12/19/16 x � � .�` - a �g� Z. �' ,\', `• as h n a 0 RISER .•, .,. :1. r ELECTRICAL .. SEE ' .; TYPICAL FOR z° z . DIAGRAM J , Z ^. qui' Y .•. Yf ,•. • ••?� ( No 2i P14, A ♦ \ .'i•\•••. •,\ I '7.. ♦ .• e ••' •' . • i. ♦•. L� (NOT TOSCALE �\ \�. .. .. \,• �e`�_ \ I.r�_� • ; ��:�:%­­ mr7M�7_11""'.11111--y.-.".-"1.11., ',�'� - ". % ." 4 2 -- - ,?k..'.1 I. ,��...r� _ 7, !! P001E POOLE ANITEGRE ... :. :' ; : '� . ­'. *. . __':�� SIGNAGE. ., �­ _ _.­...... ­� .. •. .. • SEE ELECTRICAL RISER ® ", 3 D2 L FORtf::Z�_�'�_' = / 736 Winterfield Road Suite 1 Z •► Z TYPICAL PICA • •: •. • ► ► • • . :,. . ' •.' •>... • • . 'y DIAGRAM 9 �� �� V. • ,.. ® 7 .f►. •.• • '. •,e - "'' :, • :`�. .�.. : , BUILDINGS 1, 2, 3 on - ' ' ." , � Virgenla 231 13 Midlothian I. •. .. ...: 1;��:�:�j�����:��j�!�:��:i������:��:�7;'J:�:�­­­11­e,w, ��!:!�!�� , ® : ' Telephone 804.225.0215 .1 .� '� -" � 11.......­­­­.... (NOT TO SCALE) 1. cin i;�i;�i���'!�� .. ' ' www.2pa.net j 311. �:: -*t�l�:�:���:!:�����i���i������i�i: , , ,1,,,,,:,.,:.,,:��,���,.:.��:�%�,�,::.::�:.�: I ra I I . .. ����t,�,��.��,��:�����:��:���.���,����..,.I '­­... . : I: AA-0003522 R .'' •••. ', 11 . I Project: , �. . ;: :. w. ITE ®PENER L 1 ► , ELECTRIC GA J3 I BUILDING 3 ' ' CADD File: ''J ryNN' _ BUILDING 2 • s Drawn By: Checked B \ , _ f y. ♦ e. ,.. •• •:. 1 O7 ! Permit Release Set: • 1 '�•... .e .,• •.• , , .• .e I 1.1.1111111- • .' July 22, 2016 Ei6j •� - :. . ;.... . . : : . :� ' :...e. :. .. ,Construction Release Set. .a BUILDING 1R .i • •►.e 1. ► '.:• r ♦ '.fit • i :•a, .'•'•. f, ;'y. .. •., ® ° • "T ® '•' •• i •` s• 1. 1 •, ' \ .... o:.' R, z :).' .• : . ., • y _': --k, z Revisions -r . °_ 'v i • i sq '• r •' l' • i`• R •. f • '. e N t ► • ,' , D t DeSCI"I tlOn '• • ' . •. 'riz .• . z r' .•► d • d • A` R • �° _ . : • t' . ., ►. , • • . +., V. A ♦. . ► • v . rjr:r . „ ► . . AS l 04 1 a ► • . 1 1 • ., .01.......... _.... ......._.... • : .. 1. ♦ w r.I ... ., a • - ,... I • .... ............ ......... ......... ...... .......... ......:.. .... i _ s ,, I Ir s ,,, .. ;s i v. ,; --- I .....: 1. .. ..... .. ._... .....:: ..1..... ....._ ......... ..... .....: ..._...., �• f :r.: :' .. - ®- 11 I :: - :: S� . • .:, - :: ..,.` 3.v :.:: ., A ► f .. f �� rrwr. - , 7 1 ",••�: ��r r -- „ .. r.,r,.�r rr r,.1 r Ir,” .�% 'Ir rr1r .' ' • . . ,• mow. : ,. .: ... : - r Ir r:. :: :: : .., • - Y - _ -. ... :; ^ ..' i .: ► . :: .:,:: P • R T. «: ., • w E %r_rr _.. . i % S - -x , _ %_ . .. . :rr Rr. % z L ..__ A _ C __ __ z I _. _ z E E FOR ._.. TYPICALr,rrr. - .. • . M , RA r j / f - .� [/•� : _ BUILDING % . . .. % �. .. „ • .. ' _ CALF •c', . .�'.. ♦ , •. , e, ,. • _ , �; • •.•• . '.. ''•,. :.. ' � 4. =♦ ♦ 13 TOS ,, �: t • ;. { ,�1 y . } ► •' 3 y ` . - 'z'. L_ '° . T I 11 8u11.,�ING5 81u1 I R .. V ♦ Q' •� , —7� .. . , •• , . •• . . a °.e .•d,, : eq i. ,2 I btd biij /M • ,' . :t� k\ E�j .► ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the .: r'' . daEH= LM I i 100 I .. . -" ,;I I . 1121I property of Poole&Poole Architecture,LLC and shall not e.•V� be used or reproduced in whole or part in any form without prior written consent of Poole&Poole Architecture,LLC. SEE ELECTRICAL RISER ,• :. DIAGRAM TYPICAL FOR To the best of the architects or �• ®: SEE ELECTRICAL RISER BUILDINGS 1, 2, & 3 engineers knowledge, the plans and DIAGRAM TYPICAL �OR SEE ELECTRICAL RISER (NOT TO SCALE} specifications comply with the DIAGRAM TYPICAL FOR BUILDINGS 5 BUILDINGS 4 applicable minimum building codes (NOT TO SCALE) (NOT TO SCALE) and the applicable fire-safety standards as determined by the local authority in accordance with 2014 FBC and Chapter 633 statutes. ® . I ` ° i / . \ I I i / .. 4/� I 4) � -0 I I E >1 0 0— -0 '_ — Electrical Site Plan � 0 C: C) L_ E1 .2 = D 4-� � 1 Scale: 1/16 = 1 -0 E c C0 - I E 0 O .- U __ : U O O - _ -_ 0 � O � C � CO a) M .U U E -0 C a m L_ " Eom O 0 Q ll-- < i I n Q c I IC a , 1 1� - a - I I � — � ______ - (I . � 9 - P ' _ __1 I '( -_ � I - I A-2 P P 1-11 I-- --- � � WP 2 i" i 72» A-6 ZA 72P TVN\> _� I A-6 C� L 1 A-4 �, WP 6 `�- C 2 PANEL "A" �zi ;;: I I 1�\ i . RN Q P p A-4 C D / K '� 19 I ��� `' ___I,- , .I G ! I Drawing Title: AMENITY - ELECTRICAL PLAN Ll AMENITY - LIGHTING PLANE Electrical Site Plan / Scale: 1/4 1 0 ISSUE FOR CONSTRUCTION 07/21/16 �w la- RWP ENGINEERING REVISIONS: REVISIONS: THIS IS A REPRODUCTION OF AN RWP ENGINEERING,INC.DRAWING AND IS O��/ ,�rp� ��y.. Inc. o SUPPLIED FOR USE ONLY FOR WORK ,` !II/ (g► ,` n ��%�N E E A��� ® LL CHECKED BY: JLR A. 03/18/16 ISSUE FOR 'PRICING 1. 11/17/16 NO CHANGES THIS SHEET AUTHORIZED D RWP ENGINEERING,NOT INC Consulting Engineers ' '� THIS REPRODUCTION SHALL NOT BE 9 �' A. � DISCLOSED,USED OR REPRODUCED ETHER WHOLLY OR IN PART EXCEPT IN Industrial / Commercial / Utilities °� st Uj - CONNECTION WITH SUCH USE,OR WITH V) DRAWN BY: SHC/IDM B. 06/30/16 PRELIMINARY 2. 12/12/16 MOVE ELECTRIC SERVICE THE PRIOR WRITTEN CONSENT OF RWP 31 West Congress St. Suite 303 savannah, GA 31401 '� ""m I r E#s##r oti ENGINEERING.INC. ph. (912) 231-9212 N. (912) 231-9220 �,� ee W THIS DRAWING MUST NOT BE USED FOR Li -__ _ LAST REVISED BY: SHC/IDM 0. 07/21/16 ISSUE FOR CONSTRUCTION 3. 12/19/16 ASI-04 SIGNED AS 10CwN OR wISSUED oR r�"�►�� I --------------- — CONSTRUCTION BY RWP ENGINEERING,INC. RWP DWG, NO. -- 1 6PP02-E01.dWg I L - - ---- — -- - - - - - - - Seal i No. 8996 � 4 �"GINE�� I S L. RAS 12/19/16 .tea r` ��� ♦,• A, ,� ,�,.`c`Liv"�\\'��`��i a.,..•\ \ �� z ��\'C�a\�,\� s z r'a\\\.ear'`• 3,,,. pec`♦ - POOLE POOLE AMITEGRE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: CADD File: Drawn By: Checked By: Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description LRYER J REF TO CARBON ©2016 Poole&Poole Architecture,LLC DISPOSAL MONOXIDE Drawings and specifications are and shall remain the DISHWASHER SENSOR property of Poole&Poole Architecture,LLC and shall not be used or reproduced in whole or part in any form i without prior written consent of Poole&Poole Architecture,LLC. RANGE To the best of the architects or MICROWAVE engineers knowledge,the plans and specifications comply with the TV applicable minimum building codes and the applicable fire-safety GARAGE standards as determined by the local F DOOR authority in accordance with 2014 C C FBC and Chapter 633 statutes. VQ 32" L�- I @ E— S CO 24" - 3 " NOTE: 24 CONDUCTORS, CABLES NOR S �-- CONDUIT ARE TO PENETRATE C GARAGE ENVELOPE UNTIL AT LEAST 18" A.F.F. I� S —1 %00 — PANEL AHU-2 0 0 � 24" 6 35/2/1 EJJ 30 TV I I S 2521 >160/35/2/3R CU-1 ..,_ I / Q C: �- S WP CO E C: u- Tv P-23 rM CONDENSING UNIT-1 ® 'may 0 SEE PANEL SCHEDULE FOR TYPICAL e TOWNHOUSE WIRE SIZE. -U j WP SEE MECHANICAL C WP DRAWINGS FOR CU �■■� -}— LOCATIONS. �'� �' C .i 4— ® N t3 o P < Cr Q I II I Unit B2 - Level 3 Unit - Level 2 Unit B2 - Level 1 I, 3 ,� , 2 = 1 Scale: 1/4 = 1 -© Scale: 1/4" 1 -a Scale: 1/4 = 1'-0" E V �Iul u BP# 2017L i N E 1 Ar 01 T wv'% Drawing Title: nit Eletri c ca! Plans ISSUE FOR CONSTRUCTION /— 77 a7®o 77 4 '1— :. 88-0" 4 o � 07j21/16 � SCALE: 1/4" = 1'—p r i CL DRAWING SIZE =24X3,6 MIT Q� RWP ENGINEERING REVISIONS: REVISIONS: THIS A REPRODUCTION of AN RWP /�y®Q/�' n /�'� ENGINEERING,LFOR INC. ONLYMWIF AND IS RWP Engi /i.®�I! /0 I g �I 1 C. 1N E#!/ +� SUPPLIED FOR USE ONLY FOR WORK t� N �LL.. a AUTHORIZED BY RWP ENGINEERING,INC. .0 4 CHECKED BY: JLR A. 03/18/16 ISSUE FOR PRICING 1. 11/17/16 NO CHANGES THIS SHEET THIS REPRODUCTION SHALL NOT BE Consulting Engineers DISCLOSED.USED OR REPRODUCED EITHER 21st w WHOLLY OR IN PART EXCEPT IN Industrial / Commercial / Utilities CONNECTION WITH SUCH USE,OR WITH A N M I)E`S!A, DRAWN BY: SHC/IDM B. 06/30/16 PRELIMINARY 2. 12/12/16 NO CHANGES THIS SHEET THE E E PRIOR WRITTEN CONSENT OF RWP 31 Nest Congress St. Suite 305 savannah, GA 31401 < C ENGINEERING.INC. ph. (912) 231-9212 fx. (912) 231-9220 ,� UJ USED FOR CONSTRUCTION OR�ICATION UNTIL A�AfNNAs` 6 LAST REVISED BY: SNC/IDM 0. 07/21/16 ISSUE FOR CONSTRUCTION 3. 12/19/16 ASI-04 CONSTAS RUCTION CHECKED ISSUED FOR RWP DWG. N0. -- 16PP02—E02.dwg W Seal ' s ®r . STATE OF I �',�r�� •fossas*•s �♦� I 1 sliest%%��'�' I 11/17/16 1 IN 1 I i I I V C I POOLE POOLE AR(HITEGRE 3736 Winterfield Road, Suite 102 j Midlothian, Virginia 23113 Telephone 804.225.0215 www.2po.net AA-0003522 Project: CADD File: Drawn By: 'Checked By: Permit Release Set: July 22, 2016 Construction Release Set: Revisions �No. Date Description I I , l ( - ©2016 Poole&Poole Architecture,LLC 1 1 Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not be used or reproduced in whole or part in any form I without prior written consent of Poole&Poole Architecture,LLC. II I To the best of the architects or engineers knowledge,I the p lans and specifications comply with t he applicable minimum building codes I and the applicable fire-safety standards as determined by the local authority in accordance with 2014 FBC and Chapter 633 statutes. LV-2 3 113 U I I cv r WC I I SH- I � , I 3/4„CW I 3/4-CW/HW B D 3/4„HW 1 BT-1 IId- I E 70 L 1 0 I _ DW-1 I St1 I C 0 ��- I U = 1 I \I _® I I M k LL I \ LV-2 3/4 UP I I y I I „ �� 3/ CW UP I WATER STOP VALVE & Q U 3/4 CW Ido I t - 3 4"CW D I I I SUBMET R IN CLO ET 3/4 HW Q - - 3/4 CW— - - IL 0 1 CW UP THRU I 0 �- - SLAB IN SLEEVE ® - - - " R EF� I v - - „ _ I 3/4 HW I 3 4"HW UP - - 3/ I 3/4 H N _ I TO 2nd 1 CW „ WC 1 _ J Q00I I I �- II „LV-0 1 CW RISER Q I IF - 3/4 HW DN Cr TER HEATER 0-01 3/4-CW DN M COS I � I � I I I I I Unit B 1 - Level 3 Unit 'I - Level Unit B - Level 1 � 2 3 Scale: 1/4 = 1,-O,I Scale: 1/4 = _0„ Scale: 1 4'° = 1 '- / / 0 I �r I k t 1 1 2017 3/0 i Drawing Title: Unit Plumbing Supply Plans g pp y ISSUE FOR CONSTRUCTION 0'-079 40-011 81-01f 07/21/16 I SCALE: 1/4" — 1'-0” CL DRAWING SIZE =24X36 RWP ENGINEERING REVISIONS: REVISIONS: THIS Is A REPRODUCTION OF AN RWP O ENGINEERING,INC.DRAWING AND IS ®!/�/� /�jr�/yneer'n Inc.SUPPLIED FOR USE ONLY FOR WORK /� ,v (r�.(7J (�- AUTHORIZED BY RWP ENGINEERING,INC. ' t CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING 1. 11/17/16 CLIENT MODIFICATIONS THIS REPRODUCTION sFLAU NOT BE Consulting Engineers �, DISCLOSED,USED OR REPRODUCED ETIHER WHOLLY OR IN PART EXCEPT IN Industrial / Commercial / Utilities 21 W CONNECTION WITH SUCH USE,OR WITHV TEN DRAWN BY: DLM B. 06/30/16 PRELIMINARY THE PRIOR WRITCONSENT OF RIND 31 West Congress St. Suite 305 Savannah, GA 31401 m 4 N m I r E e s"�1 o, Q ENGINEERING,INC. ph. (912) 231-9212 fx. (912) 231-9220 ,� THIS DRAWING MUST NOT BE USED FOR / 0' W CON51RUCiTON INt FABRICATION UNTIL rI p -1 LAST REVISED BY: DLM 0. 07/21/16 ISSUE FOR CONSTRUCTION SIGNED As CHECKED AND 27ED FOR RWP DWG. N0. -- 16PP02-P02.dw �N 1UJ - - CONSTRUCTION sr RWP ENGMIEERING,INC. g Seal � 1 of i �o #0 l t w "'•'4' I }: ,. IN - .. es Old 10 �' •� 0 I`0 s• to 1 1/17/16 i POOLE & POOLE AR(HITEGRE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 i Project: CADD File: Drawn By: Checked By: Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description i 1/2- T_ FTMO -1-7-2 I S-1 DW-1 LV L Ji ©2016 Poole&Poole Architecture,LLC :: I Drawings andspecifications I g are and shall remain the I WMB property of Poole&Poole Architecture,LLC and shall not be used or reproduced in whole or part in any form without prior written consent of Poole&Poole —d—o Architecture,LLC. i � I WC i To the best of the architects or I engineers knowledge,the plans and l I specifications COED I with the SH-1 applicable minimum building codes I and the applicable fire-safety standards as determined by the local I I authority in accordance with 2014 I I FBC and Chapter 633 statutes. I -3/4"CW. QI I 3/4"CW 3/4"HW I BT-1 I I I 3/4"HW I C-1 I I I I = I m WATER STOPVALVE & N I I SUBMET F IN CLOSET I \I LV-2 I U " 1 CW UP THRU I 4 3/ "CW 4400 I SLAB IN SLEEVE I I 3/4-HW- - - 3/4" P - - - - - - 3/4 CW (A i 3/4 HW -Q I 3/4-CW DN 70 I I 3/4"HW DN ` WATER T 7-) -f— O MECHSET u- I 1"CW RISER / ® L U ACO v °' U 1 2NHW r -0 -+- V- •i_ L • m _O 3,- 0 < Q LN O WC-1 i C: • i Unit B2 - Level 3 Unit B - Level 2 Unit B2 - Level 1 3 „ _ _a„ 1 Scale: 1 /4 - 1 -0 Scale: 1 /4 - Scale: 1/4 - 1 -0 t� : 1 1 017 iii �.-•�: ' cawing Title: 'Unit Plumbing Supply Plans ISSUE FOR CONSTRUCTION 4'-0" o'-o" 4'-0" s'-o" 07/21/16 � SCALE: 1/4" = 1'-0" W IIZ DRAWING SIZE =24X36 NME RWP ENGINEERING REVISIONS: REVISIONS: THIS IS A REPRODUCTION Of AN RWP ;0 E E ,INC.DRAWING AND P Egli/V�I n 1 , Inc. �1l \� / f° SUPPLIPPLI FOR ED FOR USE ONLY FOR WORK •+ 6 � AUTHORIZED®Y RWP ENGINEERING.INC. CHECKED BY: DLM k 03/18/16 ISSUE FOR PRICING 1. 11/17/16 CLIENT MODIFICATIONS THIS REPRODUCTION SNAIL.Nor BE Consulting Engineers is "DISCLOSED,USED OR REPRODUCED EITHER aLUWHOLLY OR IN PART EXCEPT IN Industrial / Commercial / Utilities CONNECTION WITH SUCH USE.OR WITH lgg ANN I V E A S!8 1 DRAWN BY: DLM B. 06/30/16 PRELIMINARY THE PRIOR WRTTTEN CONSENT OF RWP 31 West Congress St. Suite 305 Savannah, GA 31401 Q ENGINEERING.INC. ph. (912) 231-9212 fx. (912) 231-9220 d UJ SDUOR� OEU ' ® CONSTRUCTION F IGTN NTL As LAST REVISED BY: DLM 0. 07/21/16 ISSUE FOR CONSTRUCTION SIGNED AS CHECKED AND ISSUED MR RWP DWG. N0. -- 16PP02-P02.dw UJ �_ - -CONSTRUCTION EIY RWP ENGINEERN�.INC. g Seal sells °# + ,® 00 aoSTATE OF OF s®em '°•.°' � `.•+ �'` %N I 11/17/16 POOLE POOLE ANITEGRE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: CADD File: !, Drawn By: 'Checked By: Y Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description td tj 2"17 1 I I REF 3/ -HW UP/DN PW_1 ©2016 Poole&Poole Architecture,LLC I — — H I 3 4"C O 3/4-CW UP Drawings and specifications are and shall remain the S-1 o I property of Poole&Poole Architecture,LLC and shall not CW B/G be used or reproduced in whole or part in any form �— — — without prior written consent of Poole&Poole I LV-2LV-2 — Architecture,LLC. I WC-1 � j I=%.. j 3/4 HQ I To the best of the architects or I 3 3 B/G I v = I I I I engineers knowledge, the plans and I I specifications comply with the M® 11 I 3 applicable minimum building codes and the applicable fire-safety I 4 standards as determined by the local I BT®1 authority in accordance with 2014 - --�- - L FBC and Chapter 633 statutes. I I z 3/4"HW UP I I 1/2"HW DN I 3/4-HW UP/ I WC®1 M I 3/4"CW UP I 3 " � I 1 4CWUP o WATER TOP V�tVE & I 2 I C LV �-- SU IN OSET 3 4 W DN 3/4 CW DN I a IWMB I I 1 LV-1 I I 11/1-Hil N /2"CW DNI - C _ _ I I I I I 3/4"CW I IIIIIIIII l I I / 3 4"HW I 1Q Q elI 1 4 W"®1 O O " I HW— — I 3 4CW o " L _ - - - � / 1" CW RISER I LV-2 � / 3/4"HW UP I � 1"CW UP THRU I _ SLAB IN SLEEVE I W C i i I yy I R HEATER M H — •— I CLOSET .® U_ I ® cn I I � U LnQ a� I M IED L I U I •U Elio= m •— 4— Q_ Q � Q � I 1 Cr I �4.%_ 1 2q, w I � I I I p 1%, i Qi7pv J i 4 DATC seli Unit B3 Level 3 Unit B3 - Level 2 Unit B - Level 1 (z D � 3 ,I _ 1 ,, - - 2 ,I 11 1 ,1 i Scale: 1/4 - 1 -0 Scale: 1/4 = 1 -0 Scale: 1/4 = 1 -0 I .1 n Drawing Title: F IMInit Plumbing Supply Plans ISSUE FOR CONSTRUCTION 't V V V V 07/21/16 UJ SCALE: 1/4" = 1'--0" IUJ CY- DRAWING SIZE =24X36 THIS ISA REPRODUCTION OF AN RIP RWP ENGINEERING REVISIONS: REVISIONS: ENGIEERING,INC.DRAWING AND Is Inc. �'r l q l o SUPPLIED FOR USE ONLY FOR WORK RWP Enqin eer'n V �1 '�e LL. AUTHORIZED BY RWP ENGINEERING.INC. A ° CHECKED BY: DLM A. 03/18/'16 ISSUE FOR PRICING 1. 11/17/16 CLIENT MODIFICATIONS THIS REPRODUCTION SHX No � Consulting Engineers � DISC WHOLLY OR INRPAW EXCEPT IN Industrial / Commercial / Utilities " 21st 11-' DRAWN BY: DLM B. 06/30/16 PRELIMINARY CONNECTION RnTWITH SUCH USE.OR RWIPWITH Tris w N N I r E e:Issr < THE PRIOR 4YRTTTF1d CONSENT OF RIP 31 West CoT�,�ress St. Suite 305 Savannah, GA 31401 � Q ENGINEERING.INC. C , Ph. (�12) 231-9212 fx. (9a 2) 231-9220 � 6� ,w CONSTRUCnONNUOR FABRICATION BE UNTIL. A LAST REVISED BY: DLM 0. 07/21/16 ISSUE FOR CONSTRUCTION SIGNED AS CHECKED AND ISSUED FOR RWP DWG. No. 16PP02-P02.dw N x r<M w - -- --- CONSTRUCTION BY RWP ENGINEERING.INC. e g �/ Seal 0 Eli r 456 I , 00 0. 4'0 p 4% OOPft '00 A� , ia '! t��e one 'Mr*M 11/17/16 I I ! I I � i �a r I 1/2"CW DN \ R \\ i 1 2#HW DN 1/2"HW DN POOLE P0011 I ANITI(TRE 1 2"CW DN / - - - { - Midlothia373ln a, Virginia 231 Id Road, e 102 13 Telephone 804.225.0215 www.2pa.net AA-0003522 � ! Project: I CADD File: Drawn By: Checked By: {{ Permit Release Set: i 1 July 22, 2016 Construction Release Set: Revisions No. Date Description I f i Unit C ! - Level 3 ©2016 Poole&Poole Architecture,LLC 3Drawings and specifications are and shall remain the ,1 , 11 property of Poole&Poole Architecture,LLC and shall not Scale 1/4 = 1 '® be used or reproduced in whole or part in any form without prior writfen consent of Poole&Poole Architecture,LLC. To the best of the architects or engineers knowledge,the plans and specifications comply with the ! applicable minimum building codes ` 3/4-HW DN 3/4-HW DN and the applicable fire-safety standards as determined by the local WATER STOP VALVE & authority in accordance with 2014 SUBMETER IN CLOSET FBC and Chapter 633 statutes. 3/4-CW DN 3/4-CW DN 1 p I 3/ CW 1"C UP THRu 1 2 W- - -LL b� jLV-12 SLAB IN SLEEVEV-1�� LV®2 WC-1 BT® " I I I I � 3/4 CYV IUlu 3/4"HW I I I REF I/4-C UP 3/4-HW DN I /4-HW UP BELOW STAIRS I F —I I ® I I I 1 I IBT-2 � HW DN 'z "%00 3/4-CW U P4.- - 1 CW DIN L- I � o HW UP 0 EY" E U_ I 1� I i 0 � o � o LV-2 1 _ M1 U � �.- CIO Q) .0 A/ co V A— L C: Q V.] El El ,r"6 h A."W V i *'j k�J IV DATE 3IG nit C 1 - Level 2 Unit C1 - Level 1 111 1 11 a Cale: 1/4" - 1 -0 Scale: 1/4 = 1 -0 Drawing Title: nIt Plumbing Supply Iy Plans ISSUE FOR CONSTRUCTION 8 89 8 88 41-Ops 09-0" 4—fl 89-011 07/21/16 - 11� s SCALE: 1/4" = 1'-0" W C. DRAWING SIZE =24X36 RWP ENGINEERING REVISIONS: REVISIONS: THIS IS A NG.INC.REPRODUCTION of AN RIS to ENGINEERING.INC.DRAWING AND IS P Engineering, Inc. \,E E SUPPLIED FOR USE ONLY FOR WORK � N LL AUTHORIZEDBY RWP ENGINEERING,INC. , t CHECKED BY: DILM A. 03/18/16 ISSUE FOR PRICING 1. 11/17/16 CLIENT MODIFICATIONS THIS REPRODUCTION SHALL NOT BE Consulting Engineers DISCLOSED,USED OR REPRODUCED EITHER LU WHOLLY OR IN PART EXCEPT IN Industrial / Commercial / Utilities St CONNECTION WITH SUCH USE,OR WITH its AN A 1 1[e S li l 0 01 V TT DRAWN BY: DLM B. 06/30/16 PRELIMINARY THE PRIOR WREN CONSENT OF RWP 31 West. Congress St. Suite 305 Savannah, GA 31401 Q ENGINEERING,INC. ph. (912) 231-9212 fx. (912) 231-9220 m UJ THIS DRAYANG MUST NOrr BE CONSTRUCTION OR FABRICAT CUML R LAST REVISED BY: DLM 0. 07/21/16 ISSUE FOR CONSTRUCTION SIGNED AS CHECKED AND ISSUED FOR RWP DWG. N0. -- 16PP02—P02.dw UJ -- ]CONSTRUCTION BY RWP ENGINEERING.INC. g --- -- - - - - - - -- � - Sea %% %0EE r� s E IV 00w • ar. s s w STATE 0 '�# ON I 11/17/16 I 1/2-CW DN 1/2-HW D I i 1/2-HW DN POOLE � POOLE AR(HITEGRE! ! 3736 Winterfield Road, Suite 102 1/2-CW DN _ _ _ Midlothian, Virginia 23113 - - - I Telephone 804.225.0215 S-2 www.2pa.net AA-0003522 iProject: CADD Filer ii Drawn By: i Checked By: !J Permit Release Set: July 22, 2016 i Construction Release Set: i I I Revisions No. Date Description I I ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not be used or reproduced in whole or part in any form j without prior written consent of Poole&Poole Architecture,LLC. Unit C 1 _ Alt _ Level 3 To the best of the architects or 3 V engineers plans and Scale: 1/4 1 -0 specifications with he _ applicable minimum building codes and the applicable fire-safety standards as determined by the local 3/4-HW DN 3/4-HW DN authority in accordance with 2014 I FBC and Chapter 633 statutes. 3/4-CW DN 3/4-CW DN WATER STOP VALVE ac SUBMETER IN CLOSET LV---2 _ I LV-2 yyC_1 - ! 1"CW UP THRU LV-1 I ! ( ! � 3/4 HW SLAB IN SLEEVE - ! - ! - - - - - —� 3/4-CW 1 � I REF � I ! ! " 3 -HW DN ! ! 3/4 C UP BELOW STAIRS - UP�/4-HW ! BT-2 I ! �- CW DN LL_ _ 3/4 CW UP I \ i %4003/4-HW UP ® `� U co LV-2 I a ® -�— c, �- Q { Q Cr ® e E ::I i I El ❑ 3 =V! DATt, ,nom Q I / I - N has Lr."..ID I I i I • - Alt i - Level Unit 1 - Alt 1 - Level 1 r Unit C1 2 ,� _ � „ i _ Scale. 1/4 - 1 -0 Scale: 1/491 _ 19.091 l Drawing Title: i= Unit Plumbing Supply Plans I ISSUE FOR CONSTRUCTION 07/21/16 4'-0°� 0°-0" 4'-0 8s -oss !w Cl- SCALE: 1/4" = V-0" NOMTHIS IS A REPRODUCTION OF AN RWP J RWP ENGINEERING REVISIONS: REVISIONS: ENGINEERING,INC,DRAWING AND IS E!//y®jr� ,�g���ry ' ®� ,N�E�� • L DRAWING SIZE =24X36 RMF /�(JJ I c / (.. SUPPLIED FOR USE ONLY FOR WORK 6 AUTHORIZED BY RWP ENGINEERING,INC. CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING 1. 11/17/16 CLIENT MODIFICATIONS THIS REPRODUCTION SHALL NOT BE Consulting Engineers 21st DISCLOSED,USED OR REPRODUCED EITHER UJ WHOLLY OR IN PART EXCEPT IN Industrial / Commercial / Utilities °' CONNECTION WITH SUCH USE.OR WrIH T8! N 8 R I V E R S R II I I DRAWN BY: DLM B. 06/30/16 PRELIMINARY THE PRIOR WRrTTEN CONSENT OF RWP 31 West 4,ongress St. Suite 305 Savannah, GA 31401 Q ENGINEERING,INC. ph, f912) 231-9212 fx. (912) 231-9220 ,� a NOT BE I TMCRC�'N O ' L7 THIS FABRICATION UNTIL RA A J LAST REVISED BY: DLM 0. 07/21/16 ISSUE FOR CONSTRUCTION SIGNED TI CHECKED AND ISSUED FOR RWP DWG. NO. -- 16PP02-PO2.dw W --- —_,_-- CONSTTtUCTTON BY RWP ENGINEERING,INC. g ['� , Seal • i 40 so67 do i ` • �/�rr may, • I so i .JOS NORTH iNA%.ls��♦♦ i 11/17/16 j I •'• .:•• '.. °.. ... • . . ,' .�.. .:, 9. ,: :° •., '. POOLE POOLE ARCHITECTURE 7k, • � �" •�'� 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 _ www.2pa.net ►° . ® AA-00®3522 Project: • CADD File: ® BUILDING #2 Drawn By: �-- Checked By: ' BUILDING 3 *. uP. ' Permit Release Set: ,• vALVE July 22, 2016 �� . •° SUB-METER . ' : Construction Release Set: TYP : T.: .e. ,�� .,. ♦,' 1•VALVE dt 1 � � � -�t'T '��•.,. � •• •• .'• � UN SUB—METER ReVlSIOnS ®CW .�••• ,.. ►•:.,.. ..• ,,;, . .' : WATER SUPPL.YTO CITY TMP ► •. ' .' No. Date Description '•••,°►. I s..'• •� •. � �• '` �•` POINT Of CONN. � � •■■ — •4 .T. � �.",' � ••; '-�•. � .. '.►• 7 •� � •„ �'♦ 4 e• . VALVE dt :> :• • ►. , + ► ' BUILDING _ •.s•' '. • , . :♦ . • . z.' �:. •• • ' • •. . .•'► :►:. .. , VALVE & \ t •.: SUB METER .: •. ;•' •'-' ►'. 'e : WATTS 1., 2 DCVA ',. •, '•♦'• .► ° .i ?r•• ,Z. .,, �. � � ' 'Z,•.°, ., '+` •' . . .. ..... '. .> / °: .° ... ►� °> .�• . '. :••. SUB-METER 1 .: ..r........... ► a '► JI _.. _.._ ,: . • WATTS 1.1 2 DCVA _.. __" .. .._ _....... ,. WATTS 1., 2 DCV ,. ---�.� .:.... ....... ........... a 1 � BUILDING #1 ► ♦ _ <.,: .: ,1.1 2 CONN. TO CITY <,: ,: ,,: <; <:;. _ �.�..__ _ __. <. � 1.1 2 CON TO __. _ __. N CITY __. _._..... __ _. TER Sld LY ,, ,, ,: .1 ONN. T C ,,. _.... _._.. WATER SUPPLY , 2 C O ITY _ WA SUPPLY I I v . ► _ _. ': TER 1.1 TO CITY ;: •'::< ;; .. ;:: ,. r 2 CONN. ................ .......... ........... _ TER WA SUPPL ► r _. TTS 1.1 DCPA WA 2 DCV A. _. .. WATTS ,., 2 •►• • , -� • R•7V y •► ' � .. ,� '� �: :.+. .t \ '� , ',® : , Vie' .. p • ., , ,• .� °. •,� .� .• .► .. >. ..► '• 1 CVIL'8/S ,-1/4 Q�S� ,. •�..1 CWB/.S; ,► ♦•, . ° + ,t ., .i•. W S; ., .► ,•.. '• !' 1/4•• CW B/S s'. .. •• ;Y .° I _ e V.- ° .. •. .�• , �•mss®• � t �-----_., e • • e' • � � � � ©2015 Poole&Poole Architecture,LLC �R.. Drawings and specifications are and shall remain the L • ' L ,�!'• + ® property of Poole&Poole Architecture,LLC and shall not v Z.•7 JJ a be used or reproduced in whole or part in any form .7v Architecture,LLC. N. • U�pERG1tOUN without prior written consent of Poole&Poole WATTS 1-1/2 DDC BFP : To the best of the architects or + engineers BUILDING 4 • -_ knowledge, the plans and BUILDING •• 5 �`� specifications comply with the � ,, Z �• •- ' � I applicable minimum building codes 1,1/2•CONN.ISN, SUPPLY and•°° and the applicable fire-safety +* a � _ffi a �® ®® L=__J standards as determined by the local '`•:" `: 1•VALVE de 1•VALVE do authority in accordance with 2014 • SUB—METER sus-METER FSC and Chapter 633 statutes. 1.'V. 1YP TYP '•'.v,' -0---'�cr—o ®--cs—D'—o—o—o a o—o � a a o o--•a--�--s�• I Plumbing Site Plan P3.5 Scale: 1/16 11 � 1 i_®11 >1 0 0 E u- ,' APARTMENT SERVICE. TYP ® U AR'I'MENT SUBMETER IN MECFI CLOSET TYP -f-- U 10 ISOLATION VALVE, TYP •CVY UP THRU SLEEVE TO 1 � � •— MECH CLOSET` TYP T� �J 1-1/2• CW UNDERGROUND �B� A j BUILDING METER do I STOP IN BOX I I 1.1/2- CONN. To a WATEROSUPPLY g�S t I i9p#DAT 51GN ED i !Drawing Title: Plumbing ISometeric Detail iPlumbing Site Plan P3.5 NTS ISSUE FDR CONSTRUCTION 07/21/16 LU a- c� RWP ENGINEERING REVISIONS: REVISIONS: THIS IS A REPRODUCTION OF AN RWP ENGINEERING.INC.DRAWING AND IS WP i I e J Ing Inc. \� E 1if/ SUPPLIED FOR USE ONLY MR WORK ' �$ � • AUTHORIZED BY RWP ENGINEERING,INC. CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING 1. 11/17/16 WATER CONNECTIONS THIS AUTHORIZED B RWP SHALL Not BE Consulting EngineersSt �„ w DISCLOSED,USED OR REPRODUCED EITHER WHOLLY OR IN PART EXCEPT IN Industrial / Commercial / Utilities % 2 V) CONNECTION WITH SUCH USE OR WITH 18Q ANN I!t E it s W r DRAWN BY: RTH B. 06/30/16 PREI_IMI Y THE PRIOR WRITTEN CONSENT OF RWP 31 West Congress St. Suite 305 Savannah, GA 31401 ai Q ENGINEERING,INC. ph. (912) 231-9212 fx. (912) 231-9220 LIJ TMWNDRAWING STR CTGON US FABRICATION TBE USED LAST REVISED BY: RTH 0. 07/21/16 ISSUE FOR CONSTRUCTION SIGNED AS CHECKED AND ISSUED FOR RWP DWG. NO. -- 16PP02-P03.dw x w — CONSTRUCTION BY RWP ENGINEERING,INC. g �/