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AQUATIC TOWNHOMES - DRAWINGS Rev*1S*10n 2 Set I I� October 2016 21 , . Project N 155 n ar n ommuni r ri e esi n i a STAIRWAY CONSTRUCTION PROVIDE GFCf AN AR EMERGENCY EGRESS OPENING(WtNDCnI�'S'� SHALL BE AS PER SECTION'S��� V.10*"L..-. C � 5.7 SQ. FT. MIN. CLEAR OPENINE3 OF THE FLORIDA BUILDING CODE f FAULT PRC�TECTtO�AS � EXCEPTION:5.0 SO.FT.ON GROUND FLOOD � REQUIRED BY COD F. MIN.NET CLEAR DIMENSIONS: 24"HEIGHT 20"WIDTH. MAX SILL HEIGHT.44* FBC-R 3i© DE MAADCAP SRA Ifli1FCt1m NO EOMMENT Oft APPLIANCES SrATE OF PRX0"M owu SHALL BE INSTALLED BELOW 3 PAW Vo THE 12E�IGN ELEV AT110% ,I I k GLAZING IN HAZARDOUS LOCATION MROSTATIC R JEF OPENINGS REQUI Eta My wed storage area below _ . F ���•� Base Flood Eleva*m{B E3 sh:� STRUCTURE PLACEMENT have openings meeting FE SAA PLAN lines.All construction below j ApMVED SITE guide PEt3 � ' IS NOT VERIFIED BY ANY BFE shall be of flood resist nt COUNTY INSPECTION FEMA ui felinesSTANDARD CO materials as p� g MEOW— moor- 1 r, _ � I .y. r r �-. r _as � •` � -. Y 1 1 w y v, r S € r. " r , , S - v „ a. a .......,- ....ter. ., REVIEWEQ FOR CODE COMPLIANCE.0 MEN CITY OF/4TLANTtC BEACH SEE PERMITS i. FOR ADDITIONAL, n � REQUIREMENTS AND � CONDITIONS REVIEWED BY- TE- �a M .moi..••.:,�, ; $,eY R . �" �I I F SII � � � ,� � •'t Structural Engineer. MEP Engi eer: Civil Engineer Separate Contact) : General Contractor. Developer: POOLE POOLE Ak(H1T1(TqkF Davis & Church,, I.I.C. RWP Enginneering, Inc. Connelly & Wicker Inc. TriBridge Residential 3736 Winterfield Rd. Ste. 102 1400 Union Hill Road 31 W. Congress Street, Suite 305 10060 Skinner ake Drive, Suite 500 1575 Northside Drive Midlothian, Virginia 23113 Building 100, Suite 200Alpharetta, Georgia 30005 Savannah GA 31401 Jacksonville, Floridao32246 Telephone: 770.642.1213 Telephone: 912.231.9212 Telephone: 9 .265.3030 Atlanta, Georgia 30318Telephone: 8 04.225.0215 u a vv n i (D u s 000 A AP tme t C ty by T iB d9 R do t I Facsimile: 770.752.8891 Facsimile: 912.231.9220 Facsimile: 904 265.3031 Telephone: 404.367.6549 Contact: Scott Davis, PE Contact: Jim Rayburn, PE Contact: Thor as B. Welch, P.E., LEED AP BD+C Contact: Katherine Mosley Internet: www.,2pa.net I i I I I i Seal Building Data: Aquatic Townhouses c �O �o Buildi Number 1-3 (Townhouses) 4 Townhouses 5 (Townhouses) 6 Townhouses ' .� o`o ' •� o0 NDrawing ex0 04 UJ of Construction r IB Table 503 Drawin Index �.. ' Sprinkler System Pro ded NIA NIA A NIA � o 0� 0 o Group R3 R3 3 R3 Maximum Number of Stories r IBC Table 503 3 3 3 Height Modification r IBC 504.2 NIA NIA A WA Civil - Approved Permit Drawings (06/24/2016) Architectural 9 per Allowable Number of Stories after IBC 504.2 Height Modifications NIA NIA A NIA 1 Cover Sheet A5.0a Typical Details OCT-21-2 16 Actual Number of Stores 3 3 3 2 General Notes A5.Ob Typical Details • • i 40' 40' 4 ' 40' 3 Site Plan AS.Oc Typical Details Maximum BuildingHeight in fleet per IBC Table 503 Michael R. Poole FL Lic. #AR0016766 Height Modification r IBC 504.2 NIA NIA A NIA 4 Pre-Development Drainage Plan AS.�Id _Tpi�aletail , �- - -- , Allowable BuildingHeight after IBC 504.2 Height Modification NIA NA A NIA 5 Post Development Drainage Plan A5.Oe Typical Details • • g 9 Actual BuildingHeight in Feet 34'-11" 34'-11" 34' 11 n 32' 6 Paving and Drainage Plan Allowable BuildingArea Floor Area r IBC Table 503 UNLIMITED UNLIMITED UNLIMITED UNLIMITED 7 Water and Sewer Pian A5.1 Bl Sections 0 Automatic Sprinkler System Increase per 506.3 N/A NIA A N/A 8A Paving and Drainage Details A5.2 B2 Sections • Y Allowable BuildingFloor Area NIA NIA A N/A 8B Paving and Drainage Details A5.3a B3 Sections • Allowable Building Area per 506.5.2 (Area Determination)-TOTAL NA NIA A N/A 8C Paving and Drainage Details A5.3b B3 Sections • 9 Pond Modification Sections A5.4 C 1 Sections • Actual BuildingFloor Area per Floor - First Residential Level 4 729 3127 3 27 2,272 l0A Water and Sewer Details A5.5 Interior Wall Sections , -Second Residential Level 4,321 3,091 3,091 1,886 1 OB Water and Sewer Details -Third Residential Level 2,894 1,291 1, 91 759 l OC Water and Sewer Details A6.0 Amenity Plans & Interior Elevations • • POOLE POOLE WHITEGRE 10D Water and Sewer Details 3736 Winterfield Road, Suite 102 l 0E Water and Sewer Details Midlothian, Virginia 23113 Actual Building Area -TOTAL S.F. 11 944 7 549 7 4 917 11 Clearing and Sediment and Erosion Control Plan Telephone 804.225.0215 � 12 Storm Water Pollution Prevention Plan www.2pa.net Stair Width- Minimum re uired width--36-11-/ Provided Width -42 , • Plumbing AA-0003522 13A Tree Mitigation Plan P 1 0 General Plumbing Notes Legends and Details . . g - g Project: i 550.00 Tr Mitigation Plan Tree a 1B e 3 g PI Plumbing Su an � Unit Plu b s INDEX U D File:e. P2 DD .0 C tt 1 -07/,)7/1: Landscape Plan g Supply Aquatic . o� :u�r 14AP •�t�llta 1 P nit PI mb in Su fans U u ASM P Drawn B . S 2.1 Y ra n Plan Plumbing Supply Y a Landscape U U Desc:r am 14B _n i PI n u an A Unit Plumbing S s G U Pu Checked dB P2.2 Supply C eck _ p 1 Unfit wl•i , . Gr S.F. g Y 2 Lt�Gr� BLDG:� 81. �► BLf3G i T ► . �# . BLDG 111 BLDG B s t B+ ed�►OF. Un �S.F. Grass � L - �►• cr_ an _w arYtwt Plans in u a s P2. Unit Plum Supply Y Plumbing pp P rmi Release et. e t S I Plan n u s Unit Plumbs S TWO BEDROOM StructuralP2.4 g Supply July 22, 2016 B1 2 BR/2.5 BA 1398.00 754.00 2152.00 0 0 0 1 1 0 2 8.70% 2,796.00 4,304 00 S0.1 General Notes P3.0 Unit Plumbing Waste Plans Construction Release Set: B2 2 BR/2.5 BA 1416,00 719.00 2135.00 3 3 3 0 0 0 9 39.13% 12,744.00 19,21 .00 50.2 General Notes P3.1 Unit Plumbing Waste Plans B3 2 BR/2.5 BA 1467.00 748.00 2215.00 2 2 2 0 0 2 8 34.78% 11,736.00 17,72 .00 S1 ,1 Building 1-3 - Foundation Plans • P3.2 Unit Plumbing Waste Plans Revisions S1.2 Building 4-6 - Foundation Plans • P3.3 Unit Plumbing Waste Plans No. Date Description S2.1 Building 1-3 - All Floor Framing Plans • P3.4 Unit Plumbing Waste Plans 1 09/12/16 Permit Comments 7 7d 1 1 1 2 1 .�1 2 23 00 5 _ _ Ian 5 Site P 5 Plumbing S Floor Framing Plans P3.5 I n Pa s All F o0 One Badr+oc�r»T+ �� Buildin 4 5 g S 2.2 Building g THREE BEDROOMS S2.3 Building 6 - All Floor Framing Plans • C1 3 BR/2.5 BA 1697.00 745.00 2442.00 0 0 0 1 1 0 2 8.70% 3,394.00 4,88 00 S3.OA Roof Truss Bearing Wall Anchorage Details Mechanical CII-ALT 3 BR/2.5 BA 1697.00 745.00 2442.00 a a 0 1 1 0 2 8.70% 3,394.00 4,88 .00 S3.06 Roof Truss Bearing Wal! Anchorage Details - - Framing Plans M1 .0 General Mechanical Notes, Legends and Details S3.1 Building 1-6 Roof g a • M2.0 Unit HVAC Plans r. • !1 ch Wall Schedules s Header e B eade & 6,78&00, 7 S 4.0 eam 1V PI ns � nit HVAC a Two �' s . o 0 4_ 2 2 � M2.1 U T edlra�rr� Plans • : . . r Framing PI s _ Floo F a _. Unit S _ g ��- a M2.2 Unit HVAC Plans Shear wall Anchorage Details & Schedules • 5 5 5 3 3 2 TOW Un of S. SS.OA g M2.3 Unit HVAC Plans . til & . n# t' t 23 �oo,00 o 34,0".00 51,00 !� S5.4B Shear wall Anchorage Deas Schedules M2.4 Unit HVAC Plans S5.1 Building 1 - First Level Bracing Plan • S5.2 Building 1 - Second & Third Level Bracing Plan S5.3 Building 2 - First, Second & Third Level Bracing Plan • Electrical INSULATION TABLE PER 2014 FLORIDA ENERGY CONSERVATION CO E S6.1 Foundation Sections & Details E1.0 General Electrical Notes, Legends, and Details ZONE WINDOW INSULATION S7.1 Floor Framing Sections & Details • E1 .1 Electrical Panel Schedules U-FACTOR SHGC WALL CEILING FLOOR SLAB S7.2 Floor Framing Sections & Details • E1 .2 Electrical Site Plan ®2016 Poole&Poole Architecture,LLC 2A Drawings and specifications are and shall remain the 57.3 Floor Framing Sections & Details • E2.0 Unit Electrical Plans property of Poole&Poole Architecture,LLC and shall not 0,65 0,30 R-13 R-30 R-1 3 0 be used or reproduced in whole or part In any form S7.4 Floor Framing Sections & Details • E2.1 Unit Electrical Plans without priorwritten consent of Poole&Poole Architecture,I.I.C. S7.5 Floor Framing Sections & Details • E2.2 Unit Electrical Plans To the best of the architects or S7.6 Floor Framing Sections & Details • E2.3 Unit Electrical Plans engineers knowledge, the plans and • specifications comply with the S7.7 Floor Framing Sections & Details • E2.4 Unit Electrical Plans applicable minimum building codes APPLICABLE CODES: S8•1 Roof Framing Sections & Details E3.0 Unit Lighting Plans and the applicable fire-safety standards as determined by the local BUILDING CODES: S8.2 Roof Framing Sections & Details • E3.1 Unit Lighting Plans authority in accordance with 2014 Building Code- 2014 FLORIDA BUILDING CODE S8.3 Roof Framing Sections & Details101E3.2 Unit Lighting Plans FBC and Chapter 633 statutes. Mechanical e-2014 FLORIDA MECHANICAL CODE S9.1 Amenity Foundation & Framing Plans E3.3 Unit Lighting Plans Cod E3.4 Unit Lighting Plans Plumbing Code- 2014 FLORIDA PLUMBING CODE Electrical Code- 2014 NATIONAL ELE TRICAL CODE General Energy Code- 2014 FLORIDA ENERGYCODE AO.1 Drawing Index, Code & Data • Life Safety- 2014 FLORIDA BUILDING ODE AO.2a Rated Assemblies Wall/Columns Fire Code-2014 FLORIDA FIRE PREVENTION CODE AO.2b Rated Assemblies Penetrations AO.2c Rated Assemblies Penetrations Accessibility-2014 FLORIDA ACCESSIBILITY CODE A0•3 Life Safety Plans V� AO.4 Architectural Site Plan • • �. • 4- _ Architectural F O A1 .0 Door, Window & Hardware Schedules, General Notes & Typical Unit Details • �_ E c 0 C Al.I a Unit B1 - Floor Plans • V Al .l b Unit B1 - Interior Elevations • o 0 . � � cu A1.2a Unit B2 - Floor Plans • • +- A1 .2b Unit B2 - Interior Elevations • A1 .3a Unit B3 - Floor Plans • cav'"- v-` V '� V t• �-'^„ o""��.- /.�.v/"..,-'."v''.,--�/'"--•�r�^J� .,'"_.,.�---1✓^-.;r -.. !'.".. ,/"ti'y `'may, V Unit B3 - Reflected Ceiling Plans • -�•- A1.3c g I `Ila U"riC�'-door Mans A 1.4c Unit Cl - Reflected Ceiling Plans • Q A2.1 a Building 1-3 - Slab • • A2.1 b Building 1-3 - First & Second Floors • 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 A2.5 Enlarged Plans & Roof Details A3.0 Enlarged Exterior Elevations A3.1 a Building 1-3 - Exterior Elevations • A3.1 b Building 4 - Exterior Elevations • Drawing Title: A3.1 c Building 5 - Exterior Elevations • Drawings Index A3.1 d Building 6 - Exterior Elevations • Code & Project Data A4.Oa Unit Bl - Stair Plans, Section & Typical Stair Details • A4.Ob Unit B2 - Stair Plans & Section A4.Oc Unit B3 - Stair Plans & Section U-' A4.Od Unit C 1 - Stair Plans & Section �� O • LL 0 LU cn Q UJ i Seal SEP 0 9 2016 Michael R. Poole FL Lic. #AR001 6766 Z y- t y rt f g­-7PNE x IN a z \ ME ^t v Y z r pt}2 POOLE 6 POOLE AR(HITEGRE 3736 Winterfield Road,Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 j www.2pa.net AA-0003522 i Project: 1441 .00 GADD File: CODE Drawn By: ASM Design No. U356 July 22, 2008 Checked By: GA (Exposed to Fire on Interior Face Only) Permit Release Set: Bearing Wall Rating-- I Hr July 22, 2016 Finish Rating 23 Min or 25 Min (See Item 2C) Load Restricted for Canadian Applications - See Guide BXUV7 Construction Release Set: Revisions No. Date Description FIRE SI DE moRiZflNTAL SECTtON 4 yo(LA,01 1.Woad Studs-Nom 2 by 4 in.spaced 16 in.OC with two 2 by 4 in.top and one 2 by 4 in.bottom plates.Studs laterally-braced by wood structural panel sheathing(Item 5).When Mineral and Fiber Boards*(Item 5A)are considered as bracing for the studs,the load is restricted to 76%of allowable axial load.Walls effectively fire stopped at top and bottom of wall. 2.Gypsum Board*-Any Classified 5/8 in.thick,4 ft wide,applied vertically and nailed to studs and bearing plates 7 in.OC with 6d cement-coated nails,1-7/8 in.long with 1/4 in.diam head. When Item 7,Steel Framing Members*,is used,gypsum panels attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in.OC. ©2016 Poole&Poole Architecture,LLC When Item 7A,Steel Framing Members*,is used,two layers of gypsum panels attached to furring Drawings and specifications are and shall remain the channels.Base layer attached to furring channels with 1 in.long Type S bugle-head steel screws property of Poole&Poole Architecture,LLC and shall not spaced 12 in.OC.Face layer attached to furring channels with 1-5/8 in.long Type S bugle-head steel be used or reproduced in whole or part in any form screws spaced 12 in.OC.All joints in face layers staggered with joints in base layers. without prior written consent of Poole&Poole Architecture,I.I.C. See Gypsum Board(CKNX)Category for names of Classified Companies. 2A.Gypsum Board*-(As an alternate to Item 2,not shown)-Any 5/8 in.thick 4 ft wide gypsum To the best of the architects or panels supplied by the Classified Companies listed below shown Gypsum Board*(CKNX)category. engineers knowledge, the plans and Applied vertically and attached to studs and bearing plates with 1-1/4 in.long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with last screw 1 in.from edge of board. specifications Comply with the CANADIAN GYPSUM COMPANY applicable minimum building codes UNITED STATES GYPSUM CO and the applicable fire-safety USG MEXICO S A DE C V standards as determined by the local 2B.Gypsum Board*-(As an alternate to Item 2,not shown)-5/8 in.thick 4 ft wide gypsum panels2014 applied vertically and attached to studs and bearing plates with 1-1/4 in.long Type W coarse thread authority in accordance with. gypsum panel steel screws spaced a max 8 in.OC,with last screw 1 in.from edge of board. FBC and Chapter 633 statutes. MERICAN GYPSUM CO-Types AGX-1,AG-C CERTAINTEED GYPSUM INC-ProRoc Type C or ProRoc Type X CERTAINTEED GYPSUM CANADA INC-ProRoc Type C or ProRoc Type X NATIONAL GYPSUM CO-Type FSW-6 PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM-Type PG-11 TEMPLE-INLAND FOREST PRODUCTS CORP-Types X,Veneer Plaster Base-Type X,Water Rated-Type X,Sheathing Type-X,Soffit-Type X 2C.Gypsum Board*-(As an alternate to Item 2,not shown)-For Use with Item 5A only-5/8 in. thick 4 ft wide gypsum panels applied horizontally and attached to studs and bearing plates with 1-1/4 in.long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with last screws 1 in.and 4 in.from edges of board.Finish Rating is 25 min. PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM-Type PG 11 TEMPLE-INLAND FOREST PRODUCTS CORP-Type X,Veneer Plaster Base-Type X,Water Rated-Type X,Sheathing Type-X,Soffit-Type X 3.Joints and Nallheads-(Not Shown)-Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound. 4.Batts and Blankets*-Mineral fiber or glass fiber insulation,3-1/2 in.thick,pressure fit to fill wall cavities between studs and plates.Mineral fiber insulation to be unfaced and to have a min W density of 3 pcf.Glass fiber insulation to be faced with aluminum foil or kraft paper and to have a min density of 0.9 pcf(min R-13 thermal insulation rating). See Batts and Blankets(BKNV)Category in the Building Materials Directory and Batts and Blankets 0 Design No. U336 (BZJZ)Category in the Fire Resistance Directory for names of Classified Companies. 4A.Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 4)-Spray applied cellulose0 C: •i August 19, 2008 material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product Nominal dry density of 3.0 lb/ft3.Alternate D Exposed to fire from separation Wall side only 1m pp p - application method:The fiber is applied with U.S.Greenfiber LLC Type AD100 hot melt adhesive at E LL Nonbearing Wall Rating-2 Hr a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in Finish Ratin -- I20 Min l pp p density g accordance with the application instructions supplied with the product.Nominal densi of 2.5 E 1Z lb/ft3. U S GREENFIBER L L C-Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) o U V) 4B.Fiber,Sprayed* As an alternate to Item 4 and 4A-Spray applied cellulose material.The ( W ^, .N .w _,_. ... , r „. , ,., fiber is applied with water to completely fill the enclosed cavity in accordance with the application 0 �✓ CZW Y. instructions supplied with the product.Nominal dry density of 4.581b/ft3. "1Cal - NU-WOOL CO INC-Cellulose Insulation 5.Wood Structural Panel Sheathing-Min 7/16 in.thick,4 ft wide wood structural panels,min E 70 t grade C=D or"Sheathing".Installed with long dimension of sheet(strength axis)or face grainof plywood parallel with or perpendicular to studs.Vertical�oints centered on studs. joints M; backed with nom 2 by 4 in.wood blocking.Attached to studs on exterior side of wall with 6d cement P coated box nails spaced 6 in.OC at perimeter of panels and 12 in.OC along interior studs. m t 5A.Mineral and Fiber Boards*-As an alternate to Item 5-Min 1/2 in.think,4 ft wide sheathing, 0 .r E- ;�.,, installed vertically to studs.Vertical joints centered on studs.Horizontal joints backed with nom 2 by Q 4 in.wood blocking.Attached to studs on exterior side of wall with 1-1/2 in.long galvanized roofing nails spaced 6 in.OC at perimeter of panels and 12 in.OC along interior studs.As an option a weather x resistive barrier may be applied over the Mineral and Fiber Boards. - TEMPLE-INLAND FOREST PRODUCTS CORP-Types FiberBrace or QuietBrace 6.Exterior Facings-Installed in accordance with the manufacturer's installation instructions.One 4 . of the following exterior facings is to be applied over the sheathing: A.Vinyl Siding-Molded Plastic*-Contoured rigid vinyl siding having a flame spread value of V4-AiR PCIS 20 or less. See Molded Plastic(BTAT)category in the Building Materials Directory for names of manufacturers. B.Particle Board Siding-Hardboard exterior sidings including patterned panel or lap siding. C'(4NN FIG MW k1`P'AN A C.Wood Structural Panel or Lap Siding-APA Rated Siding,Exterior,plywood,OSB or y` aOft MIN composite panels with veneer faces and structural wood core,per PS 1 or APA Standard PRP-108, including textured,rough sawn,medium density overlay,brushed,grooved and lap siding. t D.Cementitious Stucco-Portland cement or synthetic stucco systems with self-furring metal lath .a or adhesive base coat.Thickness from 3/8 to 3/4 in.,depending on system, ' E.Brick Veneer-Any type on nom 4 in,wide brick veneer.When brick veneer is used,the rating is y t „ applicable with exposure on either face.Brick veneer fastened with corrugated metal wall ties attached over sheathing to wood studs with 8d nail per tie:ties spaced not more than each sixth course of brick a.:.._., r . ..w.. ..... :......: and max 32 in.OC horizontally.One in.air space provided between brick veneer and sheathing F.Exterior Insulation and Finish System(EIFS)-Nom 1 in.Foamed Plastic*insulation bearing the UL Classification Marking,attached over sheathing and finished with coating system,or Portland cement or synthetic stucco systems,in accordance with manufacturer's instructions.See Foamed t's.NF7�.at,RNTIO Plastic(BRYX and CCVW)categories for names of Classified companies. G.Siding-Aluminum or steel siding attached over sheathing to studs. H.Fiber-Cement Siding-Fiber-cement exterior sidings including smooth and patterned panel or lap siding. SEPARATION WALL: (Max Height-66 ft) 7.Steel Framing Members-(Optional,Not Shown)*-Furring Channels and Steel Framing 1. Floor,Intermediate or Top Wall-2 in.wide channel shaped with 1 in.long legs Members as described below: formed from No,25 MSG gale steel,secured with suitable fasteners spaced 24 in.OC. a.Furring Channels-Formed of No.25 MSG gals steel.2-3/8 in.wide by 7/8 in.deep,spaced 24 2. Metal Studs-Steel members formed from No.25 MSG gale steel having"H"-shaped in.OC perpendicular to studs.Channels secured to studs as described in Item b.Ends of adjoining flanged spaced 24 in.OC;overall depth 2 in.and flange width 1-3/8 in. channels are overlapped 6 in.and tied together with double strand of No.18 SWG gale steel wire near 3. Gypsum Board*-Two layers of 1 in,thick gypsum wallboard liner panels,supplied in each end of overlap.As an alternate,ends of adjoining channels may be overlapped 6 in.and secured nom 24 in.widths_Vertical edges of panels friction fitted into"H"-shaped studs. together with two.self-tapping#6 framing screws,min.7/16 in.long at the midpoint of the overlap, CANADIAN GYPSUM COMPANY-Type SLX, with one screw on each flange of the channel.Gypsum board attached to furring channels as described UNITED STATES GYPSUM CO-Type SLX in Item 2. USG MEXICO S A DE C V-Type SLX. b.Steel Framing Members*- Used to attach furring channels(Item 7a)to studs.Clips spaced 48 PROTECTED WALL:(Bearing or Nonbearing Wall) in.OC.,and secured to studs with No.8 x 2-1/2 in.coarse drywall screw through the center grommet. 4. Wood Studs-Nom 2 by 4 in.max spacing 24 in.OC.Studs cross braced at mid-height Furring channels are friction fitted into clips. where necessary for clip attachment.Min 3/4 in.separation between woad framing and fire PAC INTERNATIONAL INC-Type RSIC-1.7A.Steel Framing Members(Optional,Not Shown)*-Furring channels and Steel Framing WALLS AND INTERIOR PARTITIONS WOOD-FRAMED separation wall. Members as described below: 5. Gypsum Board-Classified or Unclassified-Min 1/2 in,thick,4 ft wide,applied a.Furring Channels-Formed of No.25 MSG gale steel,spaced 24 in.OC perpendicular to studs. either horizontally or vertically.Wallboard attached to studs with 1-1/4 in.long steel drywall Channels secured to studs as described in Item b.Ends of adjoining channels are overlapped 6 in.and GA FILE NO.WP 3605 GENERIC T1 HOUR 30 to 34 STC nails spaced 8 in. Vertical joints located over studs.(Optional)Joints covered with paper tied together with double strand of No.18 SWG galv steel wire near each end of overlap.Two layers GYPSUM WALLBOARD,WOOD STUDS FIRE SOUND tape and joint compound.Nail heads covered with joint compound,. of gypsum board attached to furring channels as described in Item 2. Drawing Title: 6. Attachment Clips-Aluminum angle,0.063 in.thick,2 in.wide with 2 in.and 2-1/4 in. One layer 5/8 type X plain or predecorated gypsum wallboard,water-resistant gypsum b.Steel Framing Members*-Used to attach furring channels(Item 7Aa)to interior side of studs. backing board,or sum veneer base applied parallel or at right angles to each side of legs.Clips secured with Type S screws 3/8 in.long to"H"studs and with Type W screws 1-1/4 9 gypsum PP p 9 9 Rated Assemblies in.long to wood framing through holes provided in clip. Clips spaced 48 in.OC.,and secured to studs with two No.8 x 2-1/2 in.coarse drywall screws,one 2 x 4 wood studs 16"o.c.with 6d coated nails, 1 7/8"long,0.0915"shank, 1/4"heads, through the hole at each end of the clip.Furring channels are friction fitted into clips. 7"a.c.Joints of square edge,bevel edge or redecorated wallboard may be left Wall/Columns 6A. Clip placement(Item 6)for separation walls up to 23 ft high.Space clips a max of 10 ft 4 g g P y KINETICS NOISE CONTROL INC-Type Isamax. OC vertically between wood framing and"H"studs. exposed. 8.Non-Bearing Wall Partition Intersection-(Optional)Two nominal 2 by 4 in.stud or nominal 2 6B. Clip placement(Item 6)for separation walls up to 44 ft high.Space clips as described in Thickness: 47/81- by 6 in.stud nailed together with two Sin.long 10d nails spaced a max.16 in.OC.vertically and Joints staggered 16"on site sides. LOAD-BEARING Item 6A for upper 24 ft.Remaining wall area below requires clips spaced a max 5 ft OC 99 opposite (LOAD-BEARING) Approx.Weight: 7 psf f fastened.to one side of the minimum 2 by 4 in.stud with 3 in.long 10d nails spaced a max 16 in.OC. i' vertically between wood framing and"H"studs. vertically.Intersection between partition wood studs to be flush with the 2 by 4 in.studs.The wall Fire Test: UL R1319-4,-6,6-17-52; 6C. Clip placement(Item 6)for separation walls up to 66 ft high:Space clips as described in partition wood studs are to be framed by with a second 2 by 4 in.wood stud fastened with 3 in.long UL R2717-39, 1-20-66; Item 6A for upper 24 ft.Space clips as described in item 6B for next 20 ft.below the upper 24 ft. UL R3501-52 3-15-66 Remaining wall area below requires clips spaced a max of 40 in.OC vertically between wood I Od nails spaced a max.16 in.OC.vertically.Maximum one non-bearing wall partition intersection CZ per stud cavity.Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the UL Design 0305; CIC W framing and"H"studs. bearing wall. ULC Design W301 CL *Bearing the UL Classification Mark Sound Test, OR 64-8,2-4-64 W *Bearing the UL Classification Mark 0 • 0 Building Separation Wall Exterior Bearing Wall Interior Bearing Wall LU 3002 w2 Hour Rated WallAssembly 1 Hour Rated Wall Assembly 1 Hour Rated Wall Assembly w Seal SEP 0 9 2016 i Michael R. Poole FL Lic. #AR0016766 r � x z z 3- 4 J 4 J' > Ad, �, i r y 3 > `C 4S3 EKKKK EKK Y. 3 } C S'-i t a'f -ate,q€�. a....<.�.;...._> .K N,a .�:.:._.-\ ...pro... POOLE E POOLE AWITEGRE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 TE - - U L SYSTEM N 0. W-L-2251 Project: 1441 .00 UL SYSTEM N0. W L 2084 UL SYSTEM N0. W L 2472 UL SYSTEM�M NO. W L 2474 CADD Fe: CODE PLASTIC PIPE THROUGH GYPSUM WALL ASSEMBLY PLASTIC PIPE THROUGH GYPSUM ALL ASSEMBLY PLASTIC PIPE THROUGH GYPSUM WALL ASSEMBLY PLASTIC PPE THROUGH GYPSUM WALLFile:_ ASSEMBLY Drawn it ASM F-RATING = 1 -HR. OR 2-HR. o F-RATING = 2-HR. o F-RATIN - 1 -HR. OR 2-HR. N F-RATING = 1 AND 2-HR o Checked By: GA T-RATING = 0-HR. OR 1 /2-HR. T-RATING - 2-HR. T-RATING - 0-HR. N T-RATING = 0-HR. N FRONT VIEW SECTION A-A N N L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT. o o Permit Release Set: 2 FRONTVIEW SECTION A-A �-RATING AT 400°F = 4 CFM SQ. FT. FRONT VIEW A 1 00 � / � 1 SECTION A-A �, July 22, 2016 o A FRONT VIEW SECTION A-A �- A SEC 0 N Construction Release Set: CN cv .► N N J 3 4 A ] 2 2 Revisions 4 No. Date Description I 2 4 C3 3 4 O o o p 0 5 ° 6 A 5 ® ° A 1. GYPSUM WALL ASSEMBLY (UL CLASSIFIED U300 SERIES) (2-HR. FIRE-RATING) ONSISTING OF THE FOLLOWING 1. GYPSUM WALL ASSEMBLY (UL CLASSIFIED U300 OR U400 SERIES) (1-HR. OR 2-HR. FIRE-RATING). (2-HR. SHOWN). A 2. MAXIMUM 8" NOMINAL DIAMETER STEEL PIPE SLEEVE (SCHEDULE 40 OR THINNER). A. NOMINAL 2 x 4 STUDS SPACED MAXIMUM 24" OC. 3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING (ALSO SEE NOTE NO. 3 BELOW) : B. STEEL "H" SHAPED STUD SPACED MAXIMUM 24" OC, A. MAXIMUM 6" NOMINAL DIAMETER PVC PLASTIC PIPE CELLULAR OR SOLID CORE . C. TWO LAYERS 1" GYPSUM WALLBOARD LINER PANELS. 1. GYPSUM WALL ASSEMBLY UL CLASSIFIED U300, U400 OR V40Q SERIES 1-HR. OR 2-HR. FIRE--RATING) (2-HR. SHOWN). � 5 6 B. MAXIMUM 6" NOMINAL DIAMETER ABS PLASTIC PIPE CELLULAR OR SOLID CORE D. MINIMUM 1/2" THICK GYPSUM WALLBOARD. ( ) ( A C. MAXIMUM 6" NOMINAL DIAMETER FRPP PLASTIC PIPE. 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING 2. [NOT SHOWN] WOOD STUDS TO CONSIST OF NOMINAL 2" x 4" LUMBER. STEEL STUDS TO BE MINIMUM 2-1/2" WIDE. D. MAXIMUM 6" NOMINAL DIAMETER CPVC PLASTIC PIPE. A. MAXIMUM 2" NOMINAL DIA ETER PVC PLASTIC PIPE (CELLULAR OR SOLID CRE). 3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING : „ 1. GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U300 OR 0400 SERIES) (1-HR. OR 2-HR. FIRE-RATING) (2-HR. SHOWN). I B. MAXIMUM 2 NOMINAL DIA ETER CPVC PLASTIC PIPE CLOSED PIPING SYSTEM ONLY). A. MAXIMUM 2 NOMINAL DIAMETER PVC PLASTIC PIPE (SCHEDULE 40 OR HEAVIER) (CELLULAR OR SOLID CORE) (CLOSED 4. [OPTIONAL] MINIMUM 1/4 DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. ( ) 2. (NOT SHOWN). WOOD STUDS TO CONSIST OF NOMINAL 2 x 4 LUMBER. STEEL STUDS TO BE MINIMUM 2-1/2 WIDE. 5, SHEET METAL COVER PLATE (MINIMUM 18 GA.) PLACED OVER OPENING PRIOR TO ATTACHING HILTI CP 643N FIRESTOP C. MAXIMUM 2" NOMINAL DIAMETER RNC-PVC CONDUIT. OR VENTED ,PIPING SYSTEM). 3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING (ALSO SEE NOTE NO. 3 BELOW) ©2016 Poole&Poole Architecture,LLC 1 „ Drawings and specifications are and shall remain the COLLAR ALSO SEE NOTE NO. 4 BELOW). 3. MINIMUM 2 DEPTH HILTI FS ONE INTUMESCENT FIRESTOP SEALANT APPLIED WITHIN GYPSUM WALLBOARD LINER PANELS. B. MAXIMUM 2 NOMINAL DIAMETER CPVC PLASTIC PIPE (SDR 13.5) (CLOSED PIPING SYSTEM ONLY). A. MAXIMUM 4" NOMINAL DIAMETER PVC PLASTIC PIPE CLOSED OR VENTED PIPING SYSTEM property of Poole&Poole Architecture,LLC and shall not ( P )FASTENING 4. MINIMUM 1 2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED FLUSH WITH OUTER SURFACES OF GYPSUM C. MAXIMUM 2" NOMINAL DIAMETER PEX TUBING (SDR 9) (CLOSED PIPING SYSTEM ONLY). B. MAXIMUM 4" NOMINAL DIAMETER CPVC PLASTIC PIPE( CLOSED PIPING SYSTEM). ) be used or reproduced in whole or part in any form 6. HILTI CP 643N FIRESTOP COLLAR WITH F STENT GHOOKS. / without prior written consent of Poole&Poole 7. HILTI 3 16" TOGGLER BOLTS AND WASHERS TO ATTACH EACH FASTENING HOOK TO GYPSUM WALL ASSEMBLY. FOR PIPES WALLBOARD. D. MAXIMUM 2" NOMINAL DIAMETER RNC-PVC CONDUIT (SCHEDULE 40). °� ( ) �� / �� >, - � 4. MINIMUM 5/8 DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. �� Architecture.LLC. T T 1-1 IAT- CREWS WITH 3 4 5. MINIMUM 1 4 BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED T POINT OF CONTACT AT OUTER SURFACE 4. MINIMUM 5/8 DEPTH HILTI FS ONE INTUMESCENT FIRESTOP SEALANT, 5. HILTI RETAINING COLLAR WRAPPED AROUND PIPE OVERLAPPING MINIMUM 2 AND COMPLETELY FILLED WITH HILTI FS-ONE 4 OR SMALLER, COLLARS MAY BE FASTENED WITH N0. 10 x /2 LONG. DRYWALL OR LAMINATE E S / / STEEL WASHERS. OF GYPSUM WALLBOARD. 5. MINIMUM 1'/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT OF CONTACT. INTUMESCENT FIRESTOP SEALANT. ' To the best of the architects or 6. HILTI RETAINING COLLAR CLAMP FASTENED AT M@-HEIGHT OF RETAINING COLLAR. engineers knowledge, the plans and i 7. HILTI 174" TOGGLER BOLTS TO FASTEN EVERY OTHER TAB OF RETAINING COLLAR. specifications comply with the applicable minimum building codes and the applicable fire-safety standards as determined by the local authority in accordance with 2014 NOTES 1. MAXIMUM DIAMETER OF OPENING = 8". FBC and Chapter 633 statutes. 2. ANNULAR SPACE = MINIMUM 1/4", MAXIMUM 1-1/4". I 3, CLOSED OR VENTED PIPING SYSTEM (ABS, PVC, FRPP = SCHEDULE 40; CPVC = SDR 17). 4. INSIDE DIAMETER OF COVER PLATE SHOULD BE MAXIMUM 1/4" LARGER THAN OUTSIDE DIAMETER OF PIPE. NOTES 1. MAXIMUM DIAMETER OF OPENING = 3". NOTES 1. MAXIMUM DIAMETER OF OPENING = 3". NOTES 1, MAXIMUM DIAMETER OF OPENING = 5". OUTSIDE DIAMETER OF COVER PLATE SHOULD BE MINIMUM 2-1/2" LARGER THAN OUTSIDE DIAMETER OF PIPE. 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 5/8". 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1/2". 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1/2". 3. CLOSED OR VENTED PIPING SYSTEM (PVC, RNC = SCHEDULE 40; CPVC = SDR 13.5). 3. PVC = SCHEDULE 40, CELLULAR OR SOLID CORE; CPVC = SDR 13.5). Sheet 1 of 1 Drawing No. Sheet 1 of 1 Drawing No. Sheet 1 of 1 Drawing No. Sheet 1 of 1 Drawing No. HILTI, Inc. Scale 5/32" = 1" WL HILTI, Inc. Scale 5/32" = 11� WL HILTI, Inc. Scale 3/16" _ 1" WL HILTI, Inc. Scale 3/16" = 1" WL Tulsa, Oklahoma USA (918) 252-6000 Tulsa, Oklahoma USA (918) 252-6000 Tulsa, Oklahoma USA (918) 252-6000 Tulsa, Oklahoma USA (918) 252-6000 FIRESTOP SYSTEMS Date Dec. 15, 2:005 2084e FIRESTOP SYSTEMS Date Nov. 24, 2007 2472b FIRESTOP SYSTEMS Date Feb. 23, 2012 2474b FIRESTOP SYSTEMS Date Feb. 27, 2002 2251a Saving Lives through Innovation and Education Saving Lives through Innovation and EEducotion Saving Lives through Innovation and Education Saving Lives through Innovation and Education UL_/cUL SYSTEM NO. W-L-8047 ULAUL SYSTEM NO. WL3058 _ HVAC LINE SET THROUGH GYPSUM WALL_ ASSEMBLY CABLE THROUGH GYPSUM WALL_ ASSEMBLY 0 F-RATING - 2-HR. o F RATING - 2-HR. E c: T-RATING = 1 /4-HR. T RATING = 1 -1 /2-HR. a) I L RATING N G AT AMBIENT U = LESS THAN 1 CFM SQ. FT. o FRONT VIEW SECTION A-A o � I L RATING AT 400° F = 4 CFM/SQ. FT. 00 U v � A 1 2 0 o O ae .� q 5 n Cm I FRONT VIEW SECTION A-A � 4) I 7 370 +- U E A 1 - m 0 s I i 3 Q 2 A 6 I 1. GYPSUM WALL ASSEMBLY (UL/cUL CLASSIFIED U300 OR U400 SERIES) (2-HR. FIRE-RATING). 2. [NOT SHOWN] STEEL STUDS TO BE MINIMUM 3-1/2 WIDE. WOOD STUDS TO CONSIST OF NOMINAL 2 x 4 LUMBER. 3. MAXIMUM 1 NOMINAL DIAMETER COPPER PIPE OR TUBE (MAXIMUM QUANTITY = 2). 4. NOMINAL 3/4" THICKNESS AB/PVC PIPE INSULATION INSTALLED ON ONE COPPER PIPE. A 5. MAXIMUM 4 PAIR NO. 18 AWG THERMOSTAT CABLE WITH PVC JACKET, 6. MINIMUM 1-1/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 7. MINIMUM 1/2' BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT OF CONTACT. 1. GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U300 OR U400 SERIES) (2-HR. FIRE-RATING). 2. MAXIMUM 25 PAIR NO. 24 AWG TELEPHONE CABLE. 3. HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT FORCED INTO ANNULAR SPACE TO MAXIMUM EXTENT POSSIBLE, WITH ADDITIONAL 1/4" CROWN AROUND CABLE AS SHOWN. NOTES 1. MAXIMUM DIAMETER OF OPENING = 4-1/2". 2. ANNULAR SPACE BETWEEN PENETRANTS AND PERIPHERY OF OPENING = MINIMUM 0", Drawing Title: MAXIMUM 1-1/4". 3. ANNULAR SPACE BETWEEN PENETRANTS = 0". Rated Assemblies NOTE MAXIMUM DIAMETER OF OPENING = 1/2". Penetrations Sheet 1 of 1 Drawing No. Sheet 1 of 1 Drawing No. HILTI, Inc. Scale 7/32" = 1" WL HILTI,. Inc. Scale 1/4" = 1" WLO Tulsa, Oklahoma USA (918) 252-6000 Date Tulsa, Oklahoma USA (918) 252-6000 Date FIRESTOP SYSTEMS July 19, 2005 8 O 4 7 FIRESTOP SYSTEMS SEPT. 16, 1999 0 5 8��4 Saving Lives through Innovotlon and Education Soving Lives through Innovotion and Education �1 o LU Q UJ Lu I Se, al I i 4 SEP 09 2016 Michael R. Poole FL Lic. #AR0016766 k 2 L � l 1" C t T 0 9 a ra 4 X S � � y z z 3. �sk POOLE 6 POOLE ARNITEGRE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 j www.2pa.net AA-0003522 UL SYSTEM NO. F-C-2263 UL SYSTEM NO. F-C-2262 Project: 1.441 .40 CLOSET FLANGE IN WOOD FL_OORZCEIL- NG ASSEMBLY PLASTIC PPE THROUGH WOOD FLOOR f CE LING ASSEMBLY CADD File: CODE F-RATING = 1 -HR. 0 F-RATING = 1 -HR. o Drawn By: ASM T-RATING = 1 -HR. N T-RATING = 1 -HR. Checked By: GA CROSS-SECTIONAL VIEW BOTTOM VIEW SECTION A-A Permit Release Set: N CN July 22, 2016 co 1 2 3 4 ; N Construction Release Set: Revisions No. Date Description 3 o ® o 2 _ I I 0 0 0 0 A ! o ® o A i 4 I 6 I 1. WOOD FLOOR/CEILING ASSEMBLY (UL CLASSIFIED L500 SERIES) (1-HR. FIRE-RATING). 5 2. DRAIN PIPING AND 90' ELBOW TO BE ONE OF THE FOLLOWING A. NOMINAL 4" DIAMETER PVC PLASTIC PIPE (SCHEDULE 40). I B. NOMINAL 4" DIAMETER ABS PLASTIC PIPE (SCHEDULE 40). 1. WOOD FLOOR/CEILING ASSEMBLY (UL CLASSIFIED L500 SERIES) (1-HR. FIRE-RATING). 3. PVC OR ABS CLOSET FLANGE SIZED TO ACCOMMODATE DRAIN PIPE. CLOSET FLANGE SECURED TO PLYWOOD SUBFLOOR 2, LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD, OR FLOOR TOPPING MIXTURE, WITH STEEL SCREWS. 3. MAXIMUM 1-112" NOMINAL DIAMETER PVC OR ABS PLASTIC PIPE (SCHEDULE 40) AND DRAIN FITTINGS CEMENTED 4. MINIMUM 3/4" DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT OR HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. TOGETHER WITH PVC OR ABS BATHTUB WASTE/OVERFLOW FITTINGS. ! 5. (NOT SHOWN) FLOOR MOUNTED VITREOUS WATER CLOSET. 4. 3/4" THICK PLYWOOD PATCH SIZED TO OVERLAP MINIMUM 2" BEYOND EACH EDGE OF RECTANGULAR OPENING, TWO PIECES POSITIONED AROUND DRAIN PIPING WITH CUT EDGES TIGHTLY BUTTED, AND SCREW ATTACHED TO UNDERSIDE OF SUBFLOOR ©2016 Poole&Poole Architecture,LLC WITH 1-1/4" LONG STEEL SCREWS (SPACED MAXIMUM 6" C/C). (SEE NOTE NO. 3 BELOW). Drawings and specifications are and shall remain the 5. MINIMUM 5/8" DEPTH HILT! CP 606 FLEXIBLE FIRESTOP SEALANT, property of Poole&Poole Architecture.LLC and shall not beor 6. MINIMUM 112" BEAD HILTI CP 606 FLEXIBLE FIRESTOP SEALANT AT POINT OF CONTACT. wi usedthoutprri reproduced in whole or part in any form or written consent of Poole&Poole Architecture,I.I.C. 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 - NOTES : 1. MAXIMUM_ SIZE OF OPENING = 12" x 8". FBC andChapter 633 statutes. NOTE : DIAMETER OF OPENING TO BE MAXIMUM 1/2" LARGER 2, ANNULAR SPACE BETWEEN DRAIN PIPING AND PATCH = MINIMUM 0", MAXIMUM 1", THAN OUTSIDE DIAMETER OF CLOSET FLANGE, 3. AS AN ALTERNATE TO PLYWOOD, 5/8" THICK GYPSUM WALL BOARD MAY BE USED. Sheet 1 of 1 Drawing No. Sheet 1 of 1 Drawing No. HILTI, Inc. Scale 5/32" = 1" FC HILTI, Inc. Scale 1/8" = 1" FC Tulsa, Oklahoma USA (918) 252-6000 --- Tulsa, Oklahoma USA (918} 252-6000 Date 2 6 J FIRESTOP SYSTEMS Date p Hilti Firestop systems Apr. 23, 200912 Sept. 17, 2003 2262b Saving Lives through lnnovotion and Education Soving Lives through lnnovotion and Educotion UL SYSTEM NO. F-C-2389 UL/cUL SYSTEM NO. F-C-3012 UL SYSTEM NO. W-L-2236 ;+ _ PLASTIC PIPE THROUGH WOOD FLOOR CE LING ASSEMBLY CABLE CAB E BUNDLE THROUGH W OD FLOOR CEIL NG PLASTIC PPE THROUGH GYPSUM WALL ASSEMBLY 0 C: 4-- f Q F-RATING = 1 -HR. F-RATING = 1 -HR. OR 2-HR. U_ T - - ASSEM BAY o _ - - 1 -1 /4-HR. o 4) T-RA 1 ING - 3/4 HR. OR 1 -HR. �, F--RATING = 1 -HR. OR -HR. o T RATING - 1 HR. OR N CE 70 BOTTOM VIEW SECTION A-A o T-RATING = 0-HR., 1 -HIR., OR ? FRONT VIEW SECTION A-A _'U p �� U 0 1 -3�4-H R N •• � U 43 2 6 4 N o A 1 2 3 N -�- 4� a) TOP VIEW S CTION A-A ,r, J m T* 1 3 4 _ � o 0 4 6 � E � C: 2 0 ca D A A @ @ Cr .................--_................ _.._...._._._.. 2o -- o o 6 5 o I 7 8 i g I 1. WOOD FLOOR CEILING ASSEMBLY UL CLASSIFIED L500 SERIES 1-HR. FIRE-RATING 3 6 A 2. GYPSUM WALL ASSEMBLY TO INCLUDE THE FOLLOWING CONSTRUCTION FEATURES : A. WOOD PLATES AND STUDS TO CONSIST OF NOMINAL 2" x 4" OR 2" x 6" LUMBER (SPACED MAXIMUM 16" OC). B. MINIMUM 1/2" THICK RATED OR NON-RATED GYPSUM WALLBOARD. 1. WOOD FLOOR/CEILING ASSE BLY UL CUL CLASSIFIED L5.00 SERIES) (1-HR. R 2-HR. FIRE-RATING) (2-HR. SHOWN). 1. GYPSUM WALL ASSEMBLY UL CLASSIFIED U300 OR 0400 SERIES) (1-HR. OR 2-HR. FIRE-RATING (2-HR. SHOWN 3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING ( / ( ) ( - �• 2. LUMBER OR PLYWOOD SUB LOOR WITH FINISH FLOOR OF LUMBER PLYWOOD OR FLOOR TOPPING MIXTURE. 2. NOT SHOWN WOOD STUDS TO CONSIST OF NOMINAL 2" x 4" LUMBER. STEEL STUDS TO BE MINIMUM 3-1/2" WIDE. A. MAXIMUM 3 NOMINAL DIAMETER PVC PLASTIC PIPE (CELLULAR OR SOLID CORE). 3, [OPTIONAL] GYPSUM WALL ASSEMBLY (UL/CUL CLASSIFIED 0300 SERIES) (1 R. OR 2-HR. FIRE-RATING) (2-HR. SHOWN) 3. OPTIONAL NO. 8 STEEL WIRE MESH SLEEVE SEE NOTE NO. 4 BELOW). / B. MAXIMUM 3 NOMINAL DIAMETER CPUC PLASTIC PIPE (CLOSED PIPING SYSTEM ONLY). � i � ( ) C. MAXIMUM 3" NOMINAL DIAMETER ABS PLASTIC PIPE (CELLULAR OR SOLID CORE}. CONSISTING OF NOMINAL 2 6 OR PARALLEL 2 x 4 LUMBER PLATES AND STUDS. 4. PENETRATING ITEM TO BE ONE OF THE FOLLOWING (SEE NOTE N0. 3 BELOW) D. MAXIMUM 2" NOMINAL DIAMETER ENT. 4. CABLE BUNDLE MAY CONST TTOF ANY OF THE FOLLOWING: A. MAXIMUM 8, NOMINAL DIAMETER PVC PLASTIC PIPE (CELLULAR OR SOLID CORE). 4. MINIMUM 3/4" DEPTH HILTI FS-ONE METER INTUMESCENT FIRESTOP SEALANT FLUSH WITH TOP SURFACE OF FLOOR OR TOP A. RG 59 COAXIAL CABLE WITH PVC JACKET. . B. MAXIMUM 8 NOMINAL DIAMETER CPVC PLASTIC PIPE (CLOSED PIPING SYSTEM ONLY). SURFACE OF SOLE PLATE. B. MAXIMUM 8/C N0. 22 AWG TELEPHONE CABLE WITH PVC JACKET. 5. MINiiUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. ► 5. MINIMUM 3/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT FLUSH WITH BOTTOM SURFACE OF LOWER TOP , C. MAXIMUM 2/C NO. 12 WG CABLE WITH PVC JACKET. 6. HILTI CP 648E WRAP STRIP (NOMINAL 3/16" THICK x 1-3/4" WIDE) INDIVIDUALLY WRAPPED AROUND THE OUTER PLATE. / ' D. MAXIMUM 3/C (+GROUND) 2/0 AWG SER CABLE (ALUMINUM OR COPPER) WITH PVC JACKET, CIRCUMFERENCE OF THE PIPE, COVERING FOUR TIMES, WITH ENDS BUTTED AND HELD IN PLACE WITH TAPE. BUTTED ENDS 6. MINIMUM 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT OF CONTACT. E. MAXIMUM 3/C +GROUN ) NO. 2/0 AWG TYPE NM CABLE WITH PVC JACKET. IN SUCCESSIVE LAYER SHALL BE OFFSET. WRAP STRIP TO BE BUTTED TIGHTLY AGAINST SURFACE OF THE WALL. F. MAXIMUM 3/C NO. 12 ETAL-CLAD (BX) CABLE. 7. HILTI RETAINING COLLAR WRAPPED OVER THE WRAP STRIPS, OVERLAPPING MINIMUM 1". G. MAXIMUM 1" DIAMETER ETAL-CLAD TEK CABLE WITH PVC JACKET. 8. HILTI COLLAR CLAMP(S) FASTENED AT MID-HEIGHT OF HILTI RETAINING COLLAR. H. ANY CABLES, METAL-CLD CABLES, OR ARMORED CABLES CURRENTLY LIS ED UNDER THE THROUGH PENETRATING 9. EVERY OTHER TAB OF RETAINING COLLAR SECURED TO GYPSUM WALL WITH 1/8" DIAMETER x 2-1/4" LONG, STEEL PRODUCTS CATEGORY. HOLLOW WALL ANCHORS WITH 112" DIAMETER WASHERS. I. MAXIMUM 4/C (+GRND) 0. 300 KCMIL ALUMINUM SER CABLE. 5. MINIMUM 3/4" -DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT FLUSH WITH TOP SURFACE OF FLOOR OR SOLE PLATE OF CHASE WALL. NOTES 1. MAXIMUM DIAMETER OF OPENING = 4". 6. MINIMUM 5/8" DEPTH HILT FS-ONE INTUMESCENT FIRESTOP SEALANT FLUSH WITH BOTTOM SURFACE OF CEILING OR 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 5/8". LOWER TOP PLATE, 3. CLOSED OR VENTED PIPING SYSTEM (PVC, ABS = SCHEDULE 40; CPVC = SDR 13.5). 4. WHEN LUMBER PLATES ARE DISCONTINUOUS, ATTACH MINIMUM 1-1/2" WIDE STEEL STRAP (MIN. 20 GA.) AT SOLE NOTES : 1. MAXIMUM DIAMETER OF OPENING = 10". PLATE AND MINIMUM 3" WIDE STEEL STRAP AT TOP PLATES TO BRIDGE OPENING. STRAPS TO OVERLAP PLATES 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1-3/81) . MINIMUM 2" ON EACH SIDE OF OPENING AND SECURED WITH MINIMUM OF 2 NAILS OR SCREWS ON EACH SIDE. , NOTES 1. MAXIMUM DI METER OF OPENING FOR 1-HR. OR 2-HR. FIRE RATED ASSEMBLY IS 2" 3. CLOSED OR VENTED PIPING SYSTEM (PVC = SCHEDULE 40; CPVC SDR 13.5). Drawing Title: - 5. T-RATING IS 3/4-HR. WHEN PVC OR CPVC PIPE IS USED AND 1-HR. WHEN ABS PIPE OR ENT IS USED. i OR 2-1/2", RESPECTIVELY. 4. STEEL WIRE MESH SLEEVE MUST HAVE A MINIMUM 2 LAP ALONG THE LONGITUDINAL SEAM. LENGTH OF Rated Assemblies 2. CABLES TO FILL MAXIMUM 45% OF CROSS-SECTIONAL AREA OF OPENING. STEEL MESH SLEEVE TO BE 1/2 LESS THAN THICKNESS OF WALL. ( Penetrations Sheet 1 of 1 Drawing No. Sheet 1 of 1 Drawing No. Sheet 1 of 1 Drawing Na. � HILTI, Inc. Scale 3 32» = 1, HILTI, Inc. Scale 3 32" - 1" cale / FC / FC HILT) Inc.. 1/8°' = 1" WL o Tulsa, Oklahoma USA (918) 252-6000 Tulsa, Oklahoma USA (918) 252 000 Tulsa, Oklahoma USA (918) 252-6000 0 Hilti Firestop Systems Date Aug. 16, 2011 2389C Hilti Firestop Systems Date Mar. 04, 2009 3 0 1 2 m Hilti Firestop Systems Date Dec 10, 2007 2236d w Saving Lives through lnnovotion and Education Saving Lives through Innovotio and Education Saving Lives through lnnovotion and Education C O LL w cn - d w w I i ! Seal I . , V_- . ­ . 6- _ I - --- ; #I __-: I - , - I - - -- -- I I I ___ __ I __1 I -, I 1. I - I - i - - __ i - I � tit � - � . � � I I � I - . SEP 0 9 2016 i . I i ! � ! : ! - I ! i Michael R. Poole FIL Lic. #AR001 6766 I � I I . ! A A : a i AIM AOL �­-- 'k lla� __0 1.1.11 i.,..,., � ,------, '-1 � t__-, 1111-IMERME9 � - , ,�­ ,- ­� - -z-­­"i­-'­��-,-- --±----­-- :- --,-i,,-,-_-,---,-------;1 .1--- - N--,- z----�1----- ,,-,--,-. 1- �-..�-..-i��.,---.-,.i;-. 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Ii., WALL ASSEMBLY WALL ASSEMBLY .I : t ri,I .1 i � ; : , "' , ". � ; : : , I I - . � - I � 14.- I -It i : ; ; I��...............�__,I,ii I& _ .....�.....................I—.....I........I.......­­...­­....'..,........1-....­: .....................................�......._........�..........�...�.......I_.....�......�; ; . t . �,-, ,h .....­.....I........0'. ......I............­....� .............I....�.....; ., 1 0*40(* I t I 'A 1-- � 1 2 HOUR WALL FIRE - At '5 I 1 2 HOUR WALL FIRE yo. I � WALL ASSEMBLY 00-1 i WALL ASSEMBLY I �� W ! 0- I i I CIC I 01-1 I I � if 1. 0 LL_ i Life Safety - LDG 6 - First Floor Life Safety - BLDG 5 - ::irst Floor I Life Safety - BLDG 4 - First Floor Li e Safety - BLDG 1 -3 - First Floor 0 1 0 � 10 7 4 1 1 .1 LU I I I I it I I I-011 If = 1 I-Oil Plan Scale: I/1 6 to = I -0 Plan I - = 1 Plan Scale: 1/16 V) I Scale: 1/1 6 = 1 0 Plan Scale: 1/1 6 i I I < i i W i � I i ____Z__� - ),; P11,1, 0 LU i 1W I . � � Seal 2 ' (U 2 201fi Michael R. Poole FL Lic. #AR0016766 o BLDG #6 POOLE POOLE ANITEGUE 3736 Winterfield Road,Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: 1550.00 - - CADD File: MSSP Drawn By: ASM Checked By: GA Permit Release Set: RETENTION POND RE:CIVIL 9 July 22, 2016 �.� Construction Release Set: _- WOO t Revisions 1 No. Date Description CONDENSER UNIT 1 09/12/16 Permit Comments PT 5/4X DECKING t 1 AMENITY 2 10/21/16 Permit Comments -4000 0000 400P � t t 1 2 s t C14 STRUCTURE PLACEMENT (2) 1/2" LAG , PER APPROVED SITE PLAN BOLTS PER P05T 14'-6"X4'-to" PLATFORM `,, �' --� 4,5NOT VER1F1FQ 8Y ANY STANDARD COUNTY INSPECTION PT 6X6 RAIL 1 PT 2X1O FRAMING � t HVAC Platform - Three Units -� 9 - Scale: 1/4!' = 1'-T" Plan Y 1 2 } ®2016 Poole&Poole Architecture,LLC CONDENSER UNIT �-- I Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not PT 5/4x DECKING > I I be used or reproduced in whole or part in any form without prior written consent of Poole&Poole O I t BLDG #3 Architecture,I.I.C. To the best of the architects or CONDENSER UNIT engineers knowledge, the pians and PT 5/4X DECKING specifications comply with the applicable minimum building codes and the applicable fire-safety I standards as determined by the local Je op lie, I 1 authority in accordance with 2014 I I FBC and Chapter 633 statutes. N N (2) 1/2" LAG „ SQUARE (2) 1/2" LAG BOLTS PER POST PLATFORM PT T 6X6 RAIL POST S'-6"X4'-6" PLATFO J PT 6X6 RAIL ' PT 2X10 FRAMING PT 2X10 FRAMING --� HVAC Platform - Single Unit HV C Platform - Two Units BLDG #5 82 Scale: 1/4! = 1 -0 Plan Scal k: 1/4!' = 1 -0 Plan –� J 4 17 _ , a v Y a TYP. 70 _ l O C: 75 �- I O C: Ll I 2 -C HVAC Layout - Two Units HV ,C Layout - Three Units co (D „ _ , ► b BLDG #2 Scale: 1/4 1 -0' Plan Scal .: 1/4' = 1'-0" Plan ' I - 3 1 I E Cr CID i TYP. O I NO EQUIPMENT OR APPLIANCES _ I Q 2 SHALL BE INSTALLED BELOW THE DErz1GtJ ELEVATION* , Q j t 4- 49'METAL FENCE,TYP. (0'-�" �'-6" —� m� V-4 HVAC Layout - One UnitLayout� - One Unit3 fl Scale: 1/4!' = V-0" Plan Scale 1/4!' = I'-aPlan BLDG #4 PT 6X6 POST PT 2X6 CAP SEE CIVIL PT IX4 RAIL SHEET 8CX. - - - L PROPERTY INE TYP. Drawing Title: 5 Site Plan \e-A01 TYP. ,n SETBACK raj I AF BLEG #1 I (� w PT 1 X6 RAIL rL PT IX6, 6" O.G. 2 0 HVAC Screen Site Plan N 1 2 " '- " " QScaI • 1/2 1Elevation Plan r� Seal GENERAL NOTES DOOR SCH EDULE Notes: '" I 1. Unit Plans are dimensioned to face of stud, unless noted otherwise. Typical framing is with 2x4 or 2x6 Wood Framing. -- 1. Provide tempered glass per FBC 2012,Section 2406.1 where noted. 2. Interior Elevations are dimensioned to finish face of gypsum board.Typical. 3. Coordinc to project specific manufacturer's dimensions required for air handler with size of mechanical closets and mechanical 2. Finan door&hardware selection to be coordinated with interior design drawings. closet dc ors before building enclosure walls and furr downs. Adjust as required. Contractor to verify before purchase of doors that a 6-6'door will provide adequate vertical access to project specific mechanical unit for servicing. 3.Two (2) panel door typical design or design team approved alternate. 4. Coordinc to project specific tub and shower units with framing openings dimensioned. Adjust as required. SLAP 0 9 2016 5. Kitchen base cabinets are 24"deep and 34Y2"#all. Kitchen wall cabinets are 12"deep and 42"tall, fridge wall cabinet is 24"deep. 4. Hardware manufacturer to be KWISET,or design team approved alternate. Bath bas cabinets are 21"deep and 31)/2"tall typical. 6. Ventilated wire shelves are typical and noted as either wire shelves or"Close Mesh (CM)wire shelves per Closet Maid". 1 R1 S 5. Provide delta style lever knobs. Finish to be brushed nickel. - abbreviates one rod/one shelf. 1 R2S abbreviates one rod/two shelves.2R2S abbreviates two rods/two shelves. 5S abbreviates five shelves. 6. Provide hinges as required if not provided with door set. (1) Pair per leaf for interior doors. (1-1/2) Pair per leaf for exterior doors. Michael R. Poole FL Lic. #AR001 b766 7. All tub arid shower areas shall be enclosed with moisture resistant Georgia-Pacific DensShield© Tile Backer board. If these walls are one hour rated then moisture resistant Georgia-Pacific 5/8"DensShield® Fireguard1v Tile Backer board shall be used. 7. Provide (1) stop for each interior door. 8. All floor finishes to be as noted on plans. 9. Typical 1 4 MDF base and door trim throughout unit. Paint-grade FJP at window sill (1x6),window apron (1x2),and bathroom 8. Releasing device for latch to be mounted between 34"and 48"above finish floor. s base tri (lx4). Paint-grade shoe mould to match material at hard surfaces. Stain shoe mould at cabinets. T zMaK z 10. All bath rid kitchen cabinets color selections to be per owner. 9. Provide weather-stripping and drip edge at all exterior doors. i k 11. All bath c nd kitchen countertops color selections to be per owner. 12. A11 Corrie kitchen cabinets to be non-usable corner cabinets 10. Rated doors must be tested in compliance with NFPA 252 or UL 10C. IR 13. All cabinets with exposed end to be a finished end panel. ERRE`<s' 14. Brushed hickel exposed plumbing fixtures, door hardware (Including hinges) and miscellaneous hardware,typical. Toilet l i.All exterior doors to get kick plates. Door surface to be smooth for a minimum of 10"A.F.F. 4 accessories to be brushed nickel,typical. 15. 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 SiZe Type c along _20 I ints unless otherwise noted. all J x as Z 0.G 17. Each unit to be provided with one class ABC 5 pound portable fire extinguisher,in kitchen. p _r _.. .....w.......� .. .:. ._. 18. No medicine cabinets. a0 POOLE POOR ANITE(TRE 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 otherwise noted. C 3736 Winterfield Road,Suite 102 20, Contractor to verify microwave height (offset) specifications, and install microwave to manufacturer's recommended clearance Q _ C •� Midlothian, Virginia 23113 above c oktop. Adjust cabinet as required. 3 N QTelephone 804.225.0215 21. Contractor and Cabinet Sub-Contractor to coordinate final cabinet layouts based upon owner approved appliance selections. Q _O . a � _ ' .� _. 22. All units tie to extend 6„ under outside face of cabinet in all directions and under dishwasher,refrigerator and stove/range. - (yll 0 � o � www.2pa.net�- 23. All GilR-3 interior finishes to meet/exceed a Class C fire rating.All Group A and B interior finishes to meet/exceed a Class B N > -Q = Q 0 AA-0003522 fire ratingp n Q � d} } Q -� 24. All walls and floor/ceiling assemblies at unit/unit shall achieve a minimum STCAC of 50 as required per code. Q Q cn ii U O a a •�„ o tU 1- m Project: 1550.00 25. All vanity mirrors to be 42" high and run the full length of the vanity. ~ s 3 (� C� vy C 3 i��„ CADD File: SCHED 26. Ice make (IM) to be located per plan. Provide rated box when shown in rated wall. se L '_e J J O Q 'G Gj UJ a p Drawn By: ASM 27.All windows to have drywall returns. a •� '� O j p 4 0 > Q •? t3 N O aON 28.Shower doors and fixed panels to be 3/16"thick tempered glass typical. CL _ �- cn � U _ cn o w Z rL a- 0 U cn 0 w = Cie n I Door Location Checked By: GA 1 3'-ET 6-8" 1-3/4' • a • • • Entry 2 3'-0" 8'-a' 1-3/4" • b 19 • • • Entry Permit Release Set: 3 3'-0" 6-6' 1-3/4" • c • • i • Exterior July 22, 2016 4 ITRII 8'-0" 81-0" 1-3/4" • di I BalconyConstruction Release Set: 5 3'-0" 6'-8" 1-3/4" ! a 10, i Roof Deck 6 3'-0" 6-8" 1-3/4" • a ! ! • ! 20 Gara e Access 7 3'-0" 8'-0" 1-3/4" • b • • • • 20 Garage Access Revisions 81 1 16'-0" 8'-0" ------ ! le • Garage Door No. Date Description 9 PR 3'-0" 6-8" 1-3/8" ! f ! Mechanical 10 3'-0" 6`-8" 1-3/8#1 • a ! Storage 1 09/12/16 Permit Comments 11 PR 2'-10" 6'-8" 1-3/9' ! a 1 1 * Laundry 12 2'-8" 6-8" 1-3/9' • a • athroom/Bedroom 13 2'-6' 6'-8" 1-3/8" a ! Bathroom/Powder PR 1'-8" 6'-8" 1-3/8" • h • Flex 3MA.7ACI 17 2'-0" 6=s" 1-3/9' ! a ! Closet 181 Z-10" 8'-0" 1-3/8" b • Laundry 19 PR 2'-6" 8'-0" 1-3/8" • f • Laundry 20 PR 2'-6" 8'-0" 1-3/9" • • Mechanical 21 2'-6" 8'-0" 1-3/8" • b Closet 22 2'-6" 8'-0" 1-3/9' • b • Powder 23 PR 2'-4" 8'-0" 1-3/8" ! • Mechanical 24 2'-0" 8'-0" 1-3/8" • b • Pant 26 2'-8" 8'-0" 1-3/8" • b ! Powder 1 ®2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the II not ._._._....__.......__.., ......_.__..._._........_, ..................._........i -....._._............._......, ,:.::-:.:::•::::-:::::,-.-_ :::���=�,_::_.�:�,� property of Poole&Poole Architecture,LLC and shall - - _ be used or reproduced in whole or part in any form '•; i ! 'E. !. ......,._........................_..........................................._......._..__................._..._...._...._.....................__....___.........__..........._........_........._._................._................_..._._................_...... i - - -- - without prior written consent of Poole&Poole . .......... Architecture,LLC � - _:,:.-::::-:_::-::::::.::, ......._......._._:_...._:.;._. ...-:•_:::.-,:..:..:,-:::::. -:::-::::::--::-::::::; To the best of the architects or -_ - -- - -_ _---- I n n r knowledge, the s and engineers s ed a e a - - e o - 9 P - 9 -ni m I with th ifi tin o e specifications - = I building s minimum code applicable u bu d a cab - 9 - - t PP o . =�,�� .. fire-safety :-:-.-:-.::..... :::;.- .::-:=....._................... nd theapplicable local determined the oca _ ------- standardsas ee y with 14 i n accordance t 20 - authorityacco da ce 1 j __ _- _ ...... I_......_...__._. ` ..................... ...........,...._........_......_............_..................------_---_-..._.__......._.... - - - - - .... M:::::_�.:::::.�;=�-...... �==��w��rv� ,� Chapter statutes. - _ - FBC and 633 WINDOW SCHEDULE Size Type Notes: U 1.All escape windows from sleeping rooms shall have a min.clear opening of 5.7 sq.ft. � O 2. Provide Insulated Glazing at All Windows. 117 Q 3. Provide Insect Screens at All operable Windows. (U _0 , 4. Provide Tempered Glass per FBC Section 2406.1 where noted in plans. WALL CABINET 0 X 5. Provide safety lock at all windows to restrict opening to 4'maximum. N ii a 6.All glazing to be impact rated per FBC Section 2410. Q tll E E 7.All glazing to meet/exceed U-Factor and SHGC values in 2010 IECC insulation table on •Q. 4 0 sheet AO.I. F-- +- c c = 8.See A5.0 series for window details. a •� :p •� > > o a Remarks: �= - - 0 ,0 CLOSET MAID CENTER OFT SOCKET CLOSE MESH A 2'-8" 6'-0" • 1 LL L E (CM)SHELVING B 2'-8" 5'-6" • 1 (TYP.) C 2'-8„ 4'-0" • 1 E v -•. ._ U 2x6 STUD WALL TD,COUNT D 2'-8" 2'-1 G' • 2 Q .......... E 2'-10" 5'-6" • 1 5/8" TYPE 11X11 T .. FIRE RESISTANT GYPSUM BOARD 3CM GRANITE. � � •� WASHER BOX COUNTER TOP � +- 5/S"G1,10,BOARD •_ -E- WATER CONNECTION 411 GRANITE �� m 2x BLOCKING = BACKSPLASH.DO i �- NOT LOCATE AT �- �-' Q 2X WD MING STONE WALLS m Q (RE: A H:PLANS) •- WASHER CONNECTIONS Cr C: - FIRE CAULK ALL _ EL.3'-0" A.Ff. _ BASE CABINET PENETRATIONS WATER LINE IN - `'' _...b �_.._, WALL - ....., . _ INSULATION AS - REQUIRED T.O.SUB-FLOOR (55/16CM)DESIGNA S ALL WASHER CONNECTIONS TO BE "BURST PROOF" HOSE$, 5 SHELVES/I2" CLOSE ESN 24" (CLOSET MAID SHELVING) Box Enclosure Fire Ratio Linen/Pantr S elvin T ical Kitchen Countertop 0,)WaSher I 1 1 2" = 1'- Detail $ Seale: 3 8" 1'-0" Elevation 7 Scale: i" = 1'-0" Detail Sca e / 0 I CONTINUOUS 1x2 NOTE: ALL WIRE 5HELVE5 TO BE 12" DEEP SQUARE STOCK AT RETURN WALLS AS a -_ f.. REQUIRED PER T.O.COUNTER CERAMIC TILE .; CERAMIC TILE GRANITE SUPPLIER f CERAMIC TILE LATEX-PORTLAND CEMENT LATEX-PORTLAND GEMENT 3CM GRANITE TOP MORTAR PER ANSI Ai18 A5 MORTAR PER ANSI A118.4 AS LATEX-PORTLAND r WITH EASED EDGE r _ Y BACKER CEMENT MORTAR RECOMMENDED $ B CERAMIC TILE RECOMMENDED BY BACKER 4 PER AN51 A1184 AS _ BOARD MFR. LATEX-PORTLAND r BOARD MFR. RECOMMENDED - 5/8" 5/8" GLASS MAT TILE CEMENT MORTAR �. 5/8"GLASS MAT TILE OUTLET CUT SET IN END : BY BACKER BOARD BACKER BOARD PER ANSI A118.4 AS + - CAP OF WALL �; JRECOMMENDED •' BACKER BOARD r MFR. �' f.-:. SHIM A5 REQUIRED �.' t` - SHIM AS REQUIRED 5/8"GLASS MAT •� t BY BACKER BOARD MFR. ,4 TILE BACKER MILDEW-RESISTANT FLEXIBLE w • f MILDEW-RE515TANT FLEXIBLE r 5/8"GLASS MAT TILE SILICONE RUBBER SEALANT WITH 5/8" GYP.BOARD -- 2X4 MIN.WALL STUDS WITH , ' r': SILICONE RUBBER SEALANT WITH BACKER BOARD r' CLOSED-CELL BACKER ROD BLOCKING CLOSED-CELL BACKER ROD Drawing Title: <<' TUB UNIT OUTLET BAS CABINET ' ' = - S/8"GLASS MAT TILE ~�' 2X4 MIN.WALL STUDS WITH ( [�Opr, Window & Hardware ` TUB UNIT E:` r BACKER BOARD BLOCKING 2X WD FRAMING W/2X WD 2X4 MIN_WALL STUDS WITH ,n 2X4 MIN-WALL STUDS WITH BLOCKING BASE PLATE Schedules, General Notes `" (RE: ARCH.PLANS) . a BLOCKING - 5/8" TYPE X GYPSUM BOARD & Typical Unit Details SUPPORT ROD IF MORE + ' 5/8" TYPE X GYPSUM BOARD S/8" TYPE X GYPSUM BOARDlow THAN 2 (TYPICAL) T.O.645-FLOOR 5/8" GLASS MAT TILE 1 - r ". BACKER BOARD :. I ROD AND 1 SHELF 2 RODS AND 1 SHELF UJ U 24" }' 11R15) (2RIS) 0 • U Closet ShelvingT ical Kitchen CountertopThin-Set Tile at Rated Wall Thin-Set Tile at Rated Wall with Tub Thin Set Tile at Non-Rated Wall Thin-Set Tile at Non-Rated Wall with Tubcol 6 „ „ 5 „ _ , „ 4 ,, _ ,_ ,, 3 „ _ ,_ 2 „ = 1'- „ Detail 1 Scale: 3„ = i,_Oa, Detail LU Scale: 3/8 = i -0 Elevation Scale: l - 1 -0 Detail Cale: 3 - 1 0 Detail Scale: 3 - i 0 Detail Sca e: 3 0 UJ Seal G E N E R A L NOTES r 1: Unit Plans are dimensioned to face of stud, unless noted otherwise. Typical framing is with 2x4 or 2x6 Woodframing. �,�.• 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 that a 6'-8"door will provide adequate vertical access to project specific mechanical unit for servicing. 4. Coordinate project specific tub and shower units with framing openings dimensioned. Adjust as required. D D 5. Kitchen base cabinets are 24"dee and 34%2"tall. Kitchen wall cabinets are 12"dee and 42"tall, frid e wall cabinet is 24'dee Bath base cabinets are 21"dee and 31Y " tall typical. p 9 p� S 9 20 6 p z Yp I I I 6. Ventilated wire shelves are typical and noted as either wire shelves or"Close Mesh (CM)wire shelves per Closet Maid". 1 R1 S abbreviates one rod/one shelf. 1 R2S abbreviates one rod/two shelves.2R2S abbreviates two rods/two shelves. 5S abbreviates I I I five shelves. Michael R. Poole FL Lic. #AR0016766 7. All tub and shower areas shall be enclosed with moisture resistant Georgia-Pacific DensShieldID Tile Backer board. If these walls I I I are one hour rated then moisture resistant Georgia-Pacific 5/8`'DensShield D Fireguard® Tile Backer board shall be used. ANEk. AL IML Am Ma EQ- EQ- I ( 8. All floor finishes to be as noted on plans. 9. Typical 1x4 MDF base and door trim throughout unit. Paint-grade FJP at window sill (1x6),window apron (1x2),and bathroom z \ TR . base trim (1 x4). Paint-grade shoe mould to match material at hard surfaces. Stain shoe mould at cabinets. cqk . e 10. All bath and kitchen cabinets color selections to be per owner. ._......................................__......._......._......._....._..... 11. All bath and kitchen countertops color selections to be per owner. a �4 12. All corner kitchen cabinets to be non-usable corner cabinets Y ' cn , 13. All cabinets with exposed end to be a finished end panel. y 1 14. Brushed nickel exposed plumbing fixtures, door hardware (Including hinges) and miscellaneous hardware,typical. Toilet r ,; 0 'n 2 accessories to be brushed nickel,typical. z Y a a z 1'-1" 3'-9 1/2" " " = 15. All unit ceilings to have approved (by owner) smooth painted finish. I 51.811 /1211 61-211 }'-11" $4a� s fG716. All interior unit walls to be approved (by owner) smooth painted finish surface gypsum board,with painted base trim caulked 5 t t -y along all joints unless otherwise noted. ' k 17. Each unit to be provided with one class ABC 5 pound portable fire extinguisher,in kitchen. 4' h 18. No medicine cabinets. POOLE POOLE AR(HITEGUE 0 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 otherwise noted. 3736 Winterfield Road, Suite 102 20. Contractor to verify microwave height (offset) specifications, and install microwave to manufacturer's recommended clearance Midlothian, Virginia 23113 above cooktop. Adjust cabinet as required. Telephone 804.225.0215 ' 21. Contractor and Cabinet Sub-Contractor to coordinate final cabinet layouts based upon owner approved appliance selections. 22. All units tile to extend 6" under outside face of cabinet in all directions and under dishwasher,refrigerator and stove/range. vvww•2pa.net 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 ' 24. A11 walls and floor/ceiling assemblies at unit/unit shall achieve a minimum STC/HC of 50 as required per code. Project: 1550.00 111 25.All vanity mirrors to be 42"high and run the full length of the vanity. CADD File:. MSUN-B1 ;, ;1 26. Ice maker (IM) to be located per plan. Provide rated box when shown in rated wall MNW I I Drawn B 27.All windows to have drywall returns. Y' i C - - - 28.Shower doors and fixed panels to be 3/16"thick tempered glass typical. II I 11-� .� 11 Checked By: GA/LM 14 z -5 4 -2 l -2 2' 311 _ ' I o o Permit Release Set: July 22, 2016 _ 3... Construction Release Set: O Revisions NO EQUIPMENT OR APPLIANCES No. Date Description - - I - - E a_ � = SHALT.BE INSTALLED BELt)1A1 - - 1 09/12/16 Permit Comments - - - E� E I THE ESiGN ELEVATIONO 0 I I 3,-11111 11 kill STATIC RELIEF p e HYDROSTATIC I-d 14 = I I-J II _I `} �, OPENINGS REQUIRE I I I I 'D I I Any enclosed storage area below = _ I Base Flood Elevation(BF E}sh811 -- - - have openings meeting FEMA guideiines.All emstruction betOW BFE shall be of flood resistant materials as per FEMA guideUnea Un BI - Ref ected CeilingPlan - Level 3 Unit B1 - Reflected Ceiling Plan - Level 2 I Scale: 1 4" = 1' 0" P1 n 5 Scale: 1 4" = 1'-0" Plan 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 without prior written consent of Poole&Poole /�y / Architecture,LLC. 21x1-61I 01 201-61' fL/ To the best of the architects or 10'-311 b'-511 3'- 11" }8'-8" 1111 21_1011 engineers knowledge, the plans and specifications comply with the applicable minimum building codes _ = 5 1/ -! 1/211 18'-11 1/2" -1 1/21' 211 and the applicable fire-safety standards as determined by the local N 12 � � 12 -. 5-0 authority in accordance with 2014 - FBC and Chapter 633 statutes. BALCONY I I >- I C _ 11 AL2b GING IN AZA g I io � � K Rp0 H � �' �' � � `� EQ. ECS. I V-3 1/2" 1.0CATIO 2'-5 1/211 61_!II �'-� '' 3'-5 1/211 91-11 1/211 9'-11 1/2" 0 o U 13 _._. _._i__.. _. _ _....._ ._. . ......i..... _..__. t g BATHROOM - ..._y ERAMIC T E _ TEMf= TEMP ( I � m I I / = DIMING AREA I I r = VINYL PLANK a I I I 11 %D BEDROOM *2 = I I CARPET LIVING AREA I I 3 VINYL PLANK m .- 1 0S E R - _' � A I � I O I I m rcl - O ( CONC TE I = '+- -0 U- 1-- - - - - - - - - - ._._ - - - - - - - - ._._. -. --� = 111-51/7" -- �'-31/2" 1'-2 ' - - - - - - - - - - - - - - - - - - - -1 e'-11 1/2" 4'-11 1/211 E � ..0 '-4 1/211 2'-S �_ 11 I-2 2" 3'-'I" 5'-51/211 1'-2' ,.n - _ p o- U � -CARPET I-I � 1 � 2825 cn 411 T, _ - _ _ f` \ @ HYDROSTATIC zxr6 � x� 3� Q, 6, PENT 6, 0 () II m �- �- 70 t?, E •-, TUB © O DN ct► `�' �. f - � MAS �v 8 AIJb 6 CERAMIC TILE .�1� - 4 A1.1b 2 _.-. V! V! , 11 , 1, I 11 cv - - 3 -9 1/2 ro -3 1/2 51-111 4 -9 - ' DN INYL PLANK I cn m n1 � •- ........ ........ 12 Cr C: - - CID- o o 5S cv E. J,11�SE.0 C_.... - _ VINYLPLANK I411 t = PET l 3'-� _ DN - MECN. 2'- I/2" �'-5" 2'- 1/2' 11 E IG TIL j eII - 2 .5 , ...... .._.___. w. - - 6 AI_lb T4; 1R1S L 004% 22 m - - _ - - ,QYER VINYL PLANK -' 61 VINYL PLANK 21_ SL/ \ i 2 R25 res LAUNDRY I 1 I r ! Y ANK - - - INYL _ - MASTER I,_e11 , W.I�C" GARF'ET 14'-5" 2`-911 '-9" -' CARPET cv U� 18 I _ III Ui= TEMI= I i 31-1011 (01_ 11 / I_ II 31_1 31-1011 6'-5" �'-5" 3'-10" 31-101' 61-5" 61-5'1 3`-1011 2®'-(0" t , 20 -611 20'-,.o11 P C A-1100 STAIRWAY CONSTRUCTION i, - SHALL BE AS PER SECTION„ OF THE FLORIDA BUILDING CODE Drawing Title: Area information heated: 1,398 S.F. Unit BI unheated: 754 S.F. Floor Plans & General Notes total: 2,152 S.F. Unit B1 - Reflected CeilingPlan - Level 1 Unit B1 - Level 3 Unit B1 - Level 2 Unit 61 - Level 1 _r Plan 1 Scale: l 4 1'-0" Plan LU Scale. 1/4 - 1 0 Plan Scale. 1/4 - 1 0 PlanScale. 1/4 1 0 / � a 1 � LU � II LU 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. 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 that a 6-8"door will provide adequate vertical access to project specific mechanical unit for servicing. 4. Coordinate project specific tub and showerunits with framing openings dimensioned. Adjust as required. 5. Kitchen base cabinets are 24 deep and 34Y2, tall. Kitchen wall cabinets are 12 deep and 42' tall, fridge wall cabinet is 24' deep. SEP 0 9 2016 Bath base cabinets are 21"deep and 31%2"tall typical. 6. Ventilated wire shelves are typical and noted as either wire shelves or"Close Mesh (CM)wire shelves per Closet Maid". 1 R1 S 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 DensShield® Tile Backer board. If these walls are one hour rated then moisture resistant Georgia-Pacific 5/8"DensShield® FireguardO Tile Backer board shall be used. _.........__.__._...___....__........__.....,_....__,..___...._._..___.___...__- 8. All floor finishes to be as noted on plans. z #h 9. Typical 1x4 MDF base and door trim throughout unit. Paint-grade FJP at window sill (1x6),window apron (1x2),and bathroom ,= .......... ......._...........................__.......... _.........._...._......._..._._..........................._._.. base trim (1 x4). Paint-grade shoe mould to match material at hard surfaces. Stain shoe mould at cabinets. 10. All bath and kitchen cabinets color selections to be per owner. r> \ } . 11. All bath and kitchen countertops color selections to be per owner. Y 12. All corner kitchen cabinets to be non-usable corner cabinets 13. All cabinets with exposed end to be a finished end panel. r .� 4 14. Brushed nickel exposed plumbing fixtures, ,door hardware (Including hinges) and miscellaneous hardware typical. Toilet t" p ----. accessories to be brushed nickel,typical. } 'Un RUnisi:� 50 T_ 15. All unit ceilings to have approved (by owner) smooth painted finish. x 3 z4 1 L s x� t 16. All interior unit walls to be approved by owner smooth painted finish surface ' _ ,�. pp ( ] p gypsum board,with painted base trim caulked `� ----- along all joints unless otherwise noted. ` _.....,. S.fL/ ( _......... 17. Each unit to be provided with one class ABC 5 pound portable fire extinguisher,in kitchen. �,_„�' •,; ,' ' .err• x��,�„•�• ,,4 18. No 19. Entry Doors medicine cabinets.are to be held 6"off hinges side of wall, interior doors are held 4 off hinge side of wall or are centered,unless POOLE v POOLE AR(HITEGRE _.........._................__......_...._......_.._.........._____...._._............._ otherwise noted. 3736 Winterfield Road,Suite 102 __._.,..........._....._......._.__..__.__. .._..___...-..__ ._. .__..._ _. - 20. Contractor to verify microwave height (offset) specifications, and install microwave to manufacturer's recommended clearance - above cooktop. Adjust cabinet as required. Midlothian, Virginia 23113 _.._.. Telephone 804.225.0215 ......_.._._.. ._.__..,..._.._._._.. ..._.� .. 21. Contractor and Cabinet Sub-Contractor to coordinate final cabinet layouts based upon owner approved appliance selections. -`- -- -- ----------------- ----- - -- - - n 22. All units tile to extend 6" under outside face of cabinet in all directions and under dishwasher,refrigerator and stove/range. �.2pa.net 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 . 1550 00 24. All walls and floor/ceiling assemblies at unit/unit shall achieve a minimum STC/IIC of 50 as required per code. Project: rol-ro 3/4' 25.All vanitymirrors to be 42 high and run the full length of the vanity. MSUN-B1 JI 9 gCADD File: 26. Ice maker(IM) to be located per plan. Provide rated box when shown in rated wall. M U 27.All windows to have drywall returns. Drawn By: 28.Shower doors and fixed panels to be 3/16"thick tempered glass typical. Checked By: GA/LM Permit Release Set: TV iche Powder Room July 22, 2016 Scat : 3 8'' = 1'-0" Elevation 1 1 6 Scale: 3 8" = 1'-0" Elevation Construction Release Set: UJ / / Revisions No. Date Description ---._. 1 09/12/16 Permit Comments MIR * GENERAL. 1- 'd i NOTE 24 y 24" T$- _ _ 2411 T.8_ Ub cn - ,• m = m CV CVr,; N 'C14 (N ©2016 Poole&Poole Architecture,LLC I--I,d,L (�,��r aa8"X�2" r.7�IO�.I� R Drawings and specifications are and shall remain the ,i 1, ,� ! �, I1 r �1 rl i, property of Poole&Poole Architecture,LLC and shall not 1 -5 1/2 IV-0 1/4 6 -6 3/4 1 -8 1/2 [v-5 1/4 6 -E$ 3/4 21 3'- 3/4 l5 15 be used or reproduced in whole or part in any form without prior written consent of Poole&Poole Architecture,I.I.C. 3'-4 3/411 31-43/411 5'-2 3/4'1 -i'-1 1/4" ' To the best of the architects or engineers knowledge, the plans and specifications comply with the applicable minimum building codes @=Scal�e3 Powder Room Powder Room @=Scall Po der Room Bathroom #2 Bathroomand the applicable fire-safety „ _ ,r 4 2 1 _ - a thostanda}ds aacdeterminedcordance wth 201y the 14ca1 . /8 - 1 -0 Elevation Scale: 3/8 - 1 -0 Elevation . 3/8 - 1 -0 Elevation Scale. 3/8 - 1 -0 Elevation Scale: 3/8 - 1 0 Elevation FBC and Chapter 633 statutes. r, _ , n n _ , n . „ _ , „ ` , r, M I RROR MIRROR i .._ \\\ ���. .............._...._ t _.....w._._.__....o-..._. ._._;. * GENERAL b * GENERAL '� 1 - y NOTE 24 _ I NOTE 24 - - _ 0 �DDC� • _ - D ��DD - > ..__..__...._..,...._... ._: ....... ......_ y 1 r , _ - - 1 � r- � _ 1 ; ... .......... ......... .._ ;:.�.... ....... ...... ..... ._...... .... VF '� .. ....... ..... .... .....- .. _ ...- - _.. ... _ - ... \ L� TU _ \ 1 B - •� c- SIN 1 SEDROOM 138 X42 SNOUJER ',11 1 839 82111 FILLER M_ SEDROOM 836 82-i LY] 21 6 -� 3/4 FILLER 39 21 21" �'-1 3/4" 4'-5 1/4f1 111 36" 2-111 FILLER 5'-2" 3'-O 3/411 7r A I op v .0 V11 -4 3/411 6'-11 1/411LO -1'-iia 3/4'1 10'-1 1/41' S'-2 3/41' U E ■�7r m j F Q Bathroom #2 Bathroom #2 Mast r Bathroom Master Bathroom Master Bathroom `� � Scale: 3 8" = 1'-0" Elevation Cr 10 Scale: 3 8` = 1'-0" Elevation Scale: 86 " = 1'-0" Elevation 7 Scale: 3 8'' = 1'-0" Elevation Scale: 3/8" = 1'-0'' Elevation �� O_i-I_ A1.m OJ-1 ,41m aim F I L R END PANEL FILLER FILLER FILLER 12" 121f 36" 36" 1511 211' 30'1 36" 12" 12" 10 4 4 t�J3m24 W3642 I 36 2 UJ3624 W15 W2142 ....................._................._.. j" � � d` DINING Jrr f. _ �f - T cv d r d d: _... _ f- AREA RE 1 1 i w , r - \ 5EYOND 24 T,8 _...:........_....:...._...................._...y.......:.... A1� �4 Sl -- 1 : ,r r , r `\ I r:. r m m m ` 60" TU5 y PANTR"r 824 REF_ 515 521 RANGE E324 812 DW 536 1 I" I9" 5'-0 3/4'' 1'-5 1/2' 2411 at-oil 2411 21� 2411 2,i 11 11 12" 2411 151' 2111 3011 24f1 2411 121' 2411 3611 2411 0* L If V 1 19 1111 .1 11 -FILLER MEND PANEL FILLERJ 11 FILLER I1 ILLER 10'-1 1/4 12 O 7 3/4 12 0 5 3 Drawing Title. Unit B1 Interior Elevations & General Notes Master Bathroom Kitchen Kitch n Kitchen Kitchen 5 4 „ _ „r 3 ,r _ , 2 „ _ , 1 „ , „ � w Scale. 3/8 - 1 -0 Elevation Scale: 3/8 - 1 -0 Elevation Scale: /8 - 1 -0 Elevation Scale: 3/8 - 1 -0 Elevation Scale. 3/8 = 1 -0 Elevation cl 0 o. LU �t w i I I Seal Ea, Ea, GENERAL NOTES 1. Unit Plans are dimensioned to face of stud, unless noted otherwise. Typical framing is with 2x4 or 2x6 Wood Framing. f 2. Interior Elevations are dimensioned to finish face of gypsum board.Typical. rn 3. Coordinate project specific manufacturer's dimensions required for air handler with size of mechanical closets and mechanical m _ - closet doors before building enclosure wails and furr downs. Adjust as required. Contractor to verify before purchase of doors ' that a 6'-8"door will provide adequate vertical access to project specific mechanical unit for servicing. J _ ° O 6'-2 1/2" I I I 1 i I 4. Coordinate project specific tub and shower units with framing openings dimensioned. Adjust as required. ~ 3'-S 1/2" I I I o I - 5. Kitchen base cabinets are 24"deep and 34Y2'tall. Kitchen wall cabinets are 12"deep and 42"tall, fridge wall cabinet is 24"deep. 1 -111 2 - 1 Bath base cabinets are 21"deep and 31Y2"tall typical. 6. Ventilated wire shelves are typical and noted as either wire shelves or"Close Mesh(CM)wire shelves per Closet Maid". IRIS abbreviates one rod/one shelf. 1 R2S abbreviates one rod/two shelves.2R2S abbreviates two rods/two shelves. 5S abbreviates 0 five shelves. Michael R. Poole FL Lic. #AR0016766 cA 7. All tub and shower areas shall be enclosed with moisture resistant Georgia-Pacific DensShieIdIv Tile Backer board. If these walls ctl fi are one hour rated then moisture resistant Georgia-Pacific 5/8"DensShield® Fireguard®Tile Backer board shall be used. r 8. All floor finishes to be as noted on plans. U) j 9. Typical 1x4 MDF base and door trim throughout unit. Paint-grade FJP at window sill (1x6),window apron(I x2),and bathroom ' base trim (1 x4). Paint-grade shoe mould to match material at hard surfaces. Stain shoe mould at cabinets. -211 - -110. All bath and kitchen cabinets color selections to be per owner. 41-011 1,-all 1 11. All bath and kitchen countertops color selections to be per owner. 1 12. All corner kitchen cabinets to be non-usable corner cabinets MV 13. All cabinets with exposed end to be a finished end panel. 14. Brushed nickel exposed plumbing fixtures,door hardware (Including hinges) and miscellaneous hardware,typical. Toilet accessories to be brushed nickel,typical 15. All unit ceilings to have approved (by owner) smooth painted finish. I I �� 4'-`2`- L� 2'-2" 16. All interior unit walls to be approved (by owner) smooth painted finish surface gypsum board,with painted base trim caulked 17 Tf-1 2 -5 -2 2'-m" along all joints unless otherwise noted. NEI I 17. Each unit to be provided with one class ABC 5 pound portable fire extinguisher,in kitchen. - I 0 0 18. No medicine cabinets. - - J 2 -8 1l2 = 19. Ent Doors shown are to be held 6"off hin es side of wall,interior doors are held 4"off hin a side of wall or r centered,unless ss POOLE POOLE ARGITEGRE - - Entry g g are ce ed, e otherwise noted. - / - - 3736 Winterfield Road,Suite 102 � / 20. Contractor to verify microwave height (offset) specifications, and install microwave to manufacturer's recommended clearance Midlothian, Virginia 23113 LO above cooktop. Adjust cabinet as required. g- -- - - Telephone 804.225.0215 21. Contractor and Cabinet Sub-Contractor to coordinate final cabinet layouts based upon owner approved appliance selections. / - - 22. All units tile to extend 6"under outside face of cabinet in all directions and under dishwasher,refrigerator and stove/range. www.2pa.net I - _ 9'-O„ 1'-I I/2" 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 _ _ I fire rating 1550 00 - 24. All walls and floor/ceiling assemblies at unit/unit shall achieve a minimum STC/IIC of 50 as required per code. Project: - - _ 25.All vanity mirrors to be 42"high and run the full length of the vanity. CADD File: MSUN-B2 ;' 26. ice maker(iM) to be located per plan. Provide rated box when shown in rated 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. Checked By: GA/LM - - � Permit Release Set: - - - - - 0'-011 1_21 2'-011 July 22, 2016 SCJ '-T" Construction Release Set: I 1 = _ - @ Revisions No. Date ' I � Descnptlon r N EMERGENCY EGRESS OPENING(WlN00WG 1 09/12/16 Permit Comments / - 5.7 SQ. �. MIN. CLEAR OPENIN 2 10/21/16 Permit Comments EXCEPTION:5.0 SQ.FT.ON GROUND FLOOR MIN.NET CLEAR DIMENSIONS: 24" HEIGHT' 20"wiDTH f I II 3'-1" 6'-0" 3'-11 1/2" MAX SILL HEIGHT= ' HYDROSTATIC RELIEF II I i F8C-R 314 0 OPENINGS REQUIRED 1 I I Any enclosed storage area be10* I- - - - - - - - - -� U Base Flood Elevation(BFE)shad =_ have openings meeting FEMA guldetinea.All construction bekW STAIRWAY CONSTRUCTION BFE Shall be of flood reslista" SHALL BE AS PER SECTION__.. m4�teriats as peg ► rr OF THE FLORIDA BUILDING CODE Unit B2 - Reflected CeilingPlan - Lev l 3 y Unit B2 - Reflected CeilingPlan - Level 26 i Scale: 1/411 _ '-0" Plan Scale: 114' = 1'-0" Plan ®2016 Poole&Poole Architecture,LLC Drawings ands specifications are and shall remain the 9 Pec property of Poole&Poole ArcKftcture,LLC and shall not be used or reproduced in whole or part in any form n n consent of Poole&Poole - 2 _ Architecture,I.I.C.e To the best of the architects or 0. �'-5" 3'-10" 20'_6 20'_� engineers knowledge, the plans and - - - - - - - - - - - - - - - - - - specifications comply with the Ea. Ea- 12'-1 I/2" 3'-1" 4'-9 /2" ( 1P>'_3" 10'_3" I applicable minimum building codes and the 1 En - - - - I standards aside deicabletermined ed by the local - � authority in accordance with 2014 FBC and Chapter 633 statutes. g BATHROOM 02-- 1-2 U ' N - M. C C N ERAMiC T 1 BED 12 A1.lb 10 LU ua -� CARPET I 1 1 I HYDROSTATIC VENT, i I _ °; tp cA 4 Al.lb 2 _ _ I SMART VENT 1540-510 1 -- _ LAUNDRY I 1 N 3 = vINYL PLANK = G POTTOM TO 8E A MAX OF 5 R m r I _ _ _-- I�""Pi�01`fi CsRA1DE, TYI='. I I � 3 O I -(o 1/2" '-6 1/ '_511 1/2" 3'-1" 5'-5 1/2" 1'-2' CONCRETE 9'-11" 5'-0" �. _ VINYL PLANK ( GARAGE 1R CARPETZ N - �. - � 2R2 S � I - - r 12 CLOSET _ 61 _ - NY PLAN , 2825 � T N cv VINYL PLANK 55 cvS 1 0 _ 1 _ 21 - C - - - - TUS `; / DN 5 ttl 0 m = 2'-2" 2'-5 1/2"2'-4 1/2" -' 4'-1 1/2" (v'-11 1/2" 1'-4" �= CERAMIC TILE cp ; '� L DN E D/ m _ _ _ / SS cn - - 6'-3 1/2" 3'-2" 6'-8" r � •_ - - - -I m - - � -� 9 O cn - 1 S o o E.O.T. - - - - - / V W - - - J - - - - � 4� i � DN � 43 � V - - - - / _ � �_ �_ - - - - IRIS / MEC -� �= i i/2 3 V2 1 5 2 9 1/2 a, / CLOSET 1 ��I�I •L, C `�' iNYL LAN ` / m ■�I� � � 1 - - LlyiW-i AREA .i -I.- 2 S VINYL PLANK _ I r iro 1 1/2 11 r 41-1111 _ Lo - - _ _ MASTER CE12 ROOM - - VINYL PLANK \ T CARPET viNYL PLANK � FLEX ROOM � �, i i CARPET ! r �► 1- 2 Su U� �� nl 4 i n / / I m I 14 51-101/4 I 1 -0 131-0 1/2 / I I / TEMP A _ Q O E.°.V. _ -- O.T. Iq 4'-6" ,�_g�� 5Gas I_gi� �� �,� ( 13 1'-9 112" 4'-I1 }/2" lona DE o 1 20'-so" i N CERAMIC TI o N C-114 N cv 13 16 A1-2b PORC44 ; 41,110 14 `tPORCH ell cp - i 9 I I - 5.0 I 11 15 0 - - - - - - - - - u - r r r% % R5r=77 _ -__ __-- __- r ___ _ ___ 8 31_,d,,, 3'-10" 6'-1" 1'-3" I'-4" 4'-0" 1'-4" a II Area Information Drawing Title: heated: 1,471 S.F. Unit B2 unheated: 712 S.F. Floor Plans & General Notes total: 2,183 S.F. Unit B2 - Reflected CeilingPlan - Level 1 nit B2 - Level - Level - U 3 Unit 62 eel 2 Unit B2 Level 1 4 r �r , 3 r, _ rr 2 r. _ r F, 1 ,r _ rr ,� W Scale. 1/4!' = 1'-(T Plan Scale. 1/4 - 1 -0 Pan Scale. 1/4 - 1 -0 Plan Scale: 1/4 = I'-G' Plan 0- iY o ULW Q W J W � 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. .• 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 that a 6-8"door will provide adequate vertical access to project specific mechanical unit for servicing. 4. Coordinate project specific tub and shower units with framing openings dimensioned. Adjust as required. SE 9 20� 5. Kitchen base cabinets are 24' deep and 34Y2 tall. Kitchen wall cabinets are 12 deep and 42 tall, fridge wall cabinet is 24 deep. 6 Bath base cabinets are 21"deep and 31/2"tall typical. 6. Ventilated wire shelves are typical and noted as either wire shelves or"Close Mesh (CM)wire shelves per Closet Maid". 1 R1S 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 DensShield®Tile Backer board. If these walls ..................._.__.._._..__.........._._....._............................._........___.:._._.._....._..............._..._....._. are one hour rated then moisture resistant Georgia-Pacific 5/8"DensShield® Fireguard Tile Backer board shall be used. 8. All floor finishes to be as noted on plans. __......_._._....................._........................_...._...........__.._...........__._............................_._ 9. Typical 1x4 MDF base and door trim throughout unit. Paint-grade FJP at window sill (lx6),window apron (1x2),and bathroom - --' base trim 1 x4). Paint-grade shoe mould to match material at hard surfaces. Stain shoe mould at cabinets, 10. All bath and kitchen cabinets color selections to be per owner. 11. All bath and kitchen countertops color selections to be per owner. gg­ _...__._____._____....__._.__.__._._.....__._.._._._...._._._._____._...____...___.._..._........_._.. 12. All corner kitchen cabinets to be non-usable corner cabinets _.._-..-_._._..__.. 13. All cabinets with exposed end to be a finished end panel. b , ......... ,� 14. Brushed nickel exposed plumbing fixtures door hardware (Including hinges) and miscellaneous hardware typical. Toilet accessories to be brushed nickel,typical. 15. All unit ceilings to have approved (by owner) smooth painted finish. t; "x _..,_._....._-..-_ 16. All interior unit walls to be approved (by owner) smooth painted finish surface gypsum board,with painted base trim caulked -' along all joints unless otherwise noted. R 17. Each unit to be provided with one class ABC 5 pound portable fire extinguisher,in kitchen. ' 18. No medicine cabinets. POOLE 6 POOLE AR(HITEGRE Entry 1, g „ g ............. 19. Ent 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 otherwise noted. 3736 Winterfield Road,Suite 102 ................ ......... 20. Contractor to verify microwave height (offset) specifications, and install microwave to manufacturer's recommended clearance Midlothian, Virginia 23113 -_.................................... .................................... above cooktop. Adjust cabinet as required. Telephone 804.225.0215 I -- _ _, .,___ _._._ 21. Contractor and Cabinet Sub-Contractor to coordinate final.cabinet layouts based upon owner approved appliance selections. 22. All units tile to extend 6"under outside face of cabinet in all directions and under dishwasher,refrigerator and stove/range. www.2pa.net :___._._____....__..._.__...___._........_....._____.____.._...._....,....___._._.....,...__,.._._.___.._. 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 24. All walls and floor/ceiling assemblies at unit/unit shall achieve a minimum STC/IIC of 50 as required per code. Project: 1550.00 25.All vanity mirrors to be 42"high and run the full length of the vanity. CADD File: MSUN-B1 26. Ice maker (IM) to be located per plan. Provide rated box when shown in rated wall. 27.All windows to have drywall returns. Drawn By: MNW 28.Shower doors and fixed panels to be 3/16"thick tempered glass typical. Checked By: GA/LM Permit Release Set: July 22, 2016 � 16 TV Niche Construction Release Set: Scale: 3/8" = 1'-0" Elevation Revisions No. Date Description 1 09/12/16 Permit Comments i MIRROR RIC :.._.._..............::.:.._..........._.__.._.. �t * GENERAL li I I b NOTE 24 b 24" T.S. _� = 24" T.S. Ub { 6� - c{1 '.f `: (P til _ cel , \� N j I Jr { I rf' Fr J N ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the D512 536 111 NALLWA r 38"X42" SHOWS property of Poole&Poole Architecture,LLC and shall not 5'-3 3/4" 12" 36" L22" 1_" 3'-6 3/4" 1" 6'-1 3/4" 21" 3'-ro 3/4" 18" 18" be used or reproduced in whole or part in any form without prior written consent of Poole&Poole JI Architecture,LLC. _ FILLER I tI I tl , II I II '1 -5 1/4 3 -3 3/4 -1 -10 3/4 -1 1/4 To the best of the architects or engineers knowledge, the plans and specifications comply with the applicable minimum building codes Powder Room Powder Room Powder Room Bathroom #2 Bathroom #2 and the applicable fire-safety standards as determined by the local 15 Scale: 3/8" = 1'-0" Elevation 9=S=ca`le. /8" = 1'-0" Elevation Scale: 3/813 " = 1'-0'' Elevation Scale: 3/812 " = 1'-011 Elevation Scale: 3/8" = 1'-0'' Elevation authority in accordance with 2014 FBC and Chapter 633 statutes. I MIRROR MIRROR 000C) COOD ---" * GENERAL * GENERAL i NOTE 24 . m = Z4._' = O • _i • sz -f-- o -_ + _..... _ r \ - r' tUB I (D -f- �/ Q) BEDROOM 38"X42" SHOWER 521 539 821 M_ BEDROOM 53306 521 11 11 �■�, � � � FILLER 11 II 11 FILLER 11 I 11 II 11 11 11 FILLER 5 -2 3 -0 3/4 21" �'-3 3/4" 21 39 21 21 6 -1 3/4 4'-8 1/4 1 36 Z-1 ._ 1 11 I II I I I 11 E 8 -0 3/4 6 -11 1/4 7 -1 3/4 10'-1 1/4 8'-2 3/4" Co \ � Q Master Bathroom Q Bathroom #2 �Master Bathroo Masher Bathroom Bathroom 2C 1 I, _ ,_ „ 9 „ _ ,_ II g „ _ 1_ „ (D�Sc „ _ ,_ „ 6 I „ = 1'- " EI v ti nScale. 3/8 - 1 0 Elevation Scale: 3/8 - 1 0 Elevation Scale. 3/8 = 1 0 Elevation ale. 3/8 1 0 Elevation Sca e. 3/8 0 e a o O_H_ a Al td AI.O AL0 O_I-I_ AIZFILLER .-FILLER END PANEL FILL 12" 1211 12 36" 30" 24 241f FILLER 36" 12 � 12" I W3642 LU3024 W2442 W2442 W3624 -.:::n-=W_,--.:mn-::-:: '-, -_:r:::: _,:.: :<.:_r: 124 If' r f �4 �4 Sl I ,..rr A r t ( I i 1 _.� : : { N A en 24 T�3 1 r Q _. Q rr r f f r : r ' ctl r : ? TU5 /X r f f rr i?r f;i .r.... 6 536 524 RA/N�GE 5,2{4 �.. REF_ DI,U 536 BZ�1 20" 5'-0 3/4" 1'-5 1/2" 12" 2411 11_011 2.f11 2.t11 3 11 �/ 24" 24" 3011 2*1 24" 1211 3511 1111 3/_11 2-111 2411 C �1 1LJ V L�t 1� I "1' 40 4-1 7r Jf 11 , 11 FILLS , 11 FILLER 1 11 ILLER END PANEL SUPPORT PANEL 11 FILLER g 10'-1 1/4 11 -0 -3 11 -0 12 9 3/4 Drawing Title: le le 7r lir Unit B2 Interior Elevations & General Notes Master Bathroom Kitchen Kitchen Kitchen Kitchen /' � I� Scal2I, , }, I1 _ , r, I, _ I ,1 I, _ I re It e rt w e: 3/8 1 -0 Elevation Scale: 3/8 - 1 -0 Elevation 3 Scale: 3/8 - 1 -0 Elevation Scale: 3/8 - 1 -0 Elevation Scale: 3/8 - 1 -0 Elevation G U_ o w cn UJ I w I i Seal GEN ERAL NOTES 1. Unit Pians are dimensioned to face of stud, unless noted otherwise. Typical framing is with 2x4 or 2x6 Wood Framing. 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 that a 6-8"door will provide adequate vertical access to project specific mechanical unit for servicing. 4. Coordinate project specific tub and shower units with framing openings dimensioned. Adjust as required. 5. Kitchen base cabinets are 24"deep and 34Y2'tall. Kitchen wall cabinets are 12"deep and 42"tall,fridge wall cabinet is 24"deep. SEP 0 9 2016 Bath base cabinets are 21"deep and 31%2"tall typical. 6. Ventilated wire shelves are typical and noted as either wire shelves or"Close Mesh(CM)wire shelves per Closet Maid". IRIS 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 DensShield® Tile Backer board. If these walls are one hour rated then moisture resistant Georgia-Pacific 5/8"DensShield(D Fireguard® Tile Backer board shall be used. 8. All floor finishes to be as noted on plans. a 9. Typical 1x4 MDF base and door trim throughout unit. Paint-grade FJP at window sill (1x6),window apron (1x2),and bathroom ti4 base trim (1 x4). Paint-grade shoe mould to match material at hard surfaces. Stain shoe mould at cabinets. < 10. All bath and kitchen cabinets color selections to be per owner. C 11. All bath and kitchen countertops color selections to be per owner. x F _ xS 12. All corner kitchen cabinets to be non-usable corner cabinets 13. All cabinets with exposed end to be a finished end panel. ` 14. Brushed nickel exposed plumbing fixtures, door hardware (Including hinges) and miscellaneous hardware,typical Toilet3 s accessories to be brushed nickel,typical. 15. All unit ceilings to have approved (by owner) smooth painted finish. ti X 16. All interior unit walls to be approved (by owner) smooth painted finish surface gypsum board,with painted base trim caulked 4 ` along all joints unless otherwise noted. F 17. Each unit to be provided with one class ABC 5 pound portable fire extinguisher,in kitchen. 18. No medicine cabinets. POOLE C POOLE AR(HITEGRE 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 4 otherwise noted. 3736 Winterfield Road, Suite 102 20. Contractor to verify microwave height (offset) specifications, and install microwave to manufacturer's recommended clearance Midlothian, Virginia 23113 above cooktop. Adjust cabinet as required. Telephone 804.225.0215 21. Contractor and Cabinet Sub-Contractor to coordinate final cabinet layouts based upon owner approved appliance selections. 22. All units tile to extend 6"under outside face of cabinet in all directions and under dishwasher,refrigerator and stove/range. www.2pa.net 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 24. All walls and floor/ceiling assemblies at unit/unit shall achieve a minimum STC/IIC of 50 as required per code. Project: 1550.00 25.All vanity mirrors to be 42" high and run the full length of the vanity. CADD File: MSUN-B3 26. Ice maker (IM) to be located per plan. Provide rated box when shown in rated wall. MNW 27.All windows to have drywall returns. Drawn By: 28.Shower doors and fixed panels to be 3/16"thick tempered glass typical Checked By: GA/LM Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description 1 09/12/16 Permit Comments EMERGENCY EGRESS OPENING(WINDOWS) 5.7 SQ. FT. MIN. CLEAR OPENING EXCEPTION:5.0 SO.FT.ON GROUND FLOOR MIN.NET CLEAR DIMENSIONS: 24°HEIGHT 20u WIDTH MAX SILL HEIGHT:44* 20 00 FBC-R 314 26'-m" 12'-3 1/211 8'--1 1/2 11 261-011 101-211 61-0" 31-lo It I-OIIST IRWAY CONSTRUCTION 1 1 II I II 1 ,I I it 1 II II ell 1S- . � 1� II SHALL BE AS PER SECTION 4'-g" 2'-1111 I11_O,I 2'-11" 4'-5" 4 -9 2 -11 2 -� 3 -0 3 -0 2 -� 2 -11 4 -5 II OF THE FLORIDA BUILDING CODE ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the rjJd I / I property of Poole&Poole Architecture;LLC and shall not be used or reproduced in whole or pat in any form j I without prior written consent of Poole&Poole Architecture,LLC. 1 O J To ...... .. ..... ........ the best of the architects or I - - - - engineers knowledge, the plans and comply pY_ _. ._._ specifications I with the- 12 I m 14 (P UI C 16'-11 1/2" eD 8'-5 1/2" applicable minimum building codes CAT , , RPEand the applicable fire-safety get 1 standards as determined by the local D \-I 12 -3 1/2" I 55 2R2S- - - Fr VINYL LANK authority in accordance with 2014 �,, LINING AREA I iL V FBC and Chapter 633 statutes. (P ROOF DECK - _ VINYL PLANK = _-._..._ 4 A13b 2 .�..� cN BISON SYSTEM I �t c� o 0 0 4„ T I�i�.. I N MASTER BEDROOM cn e CARPET M TER MIQC ( e A13b 6 , 3 CERA LE �I A13b 1 I U I+; 'T , 4 1/2 n t. II 5'-5 1/211 I '�` 8' 6 1/2" 3'-5 1/2" 3'-g 1 2" 4'-3 1!2'I 51 41l 20 1,z_-_� 14 A - IN 5 1/2" 1'-�" 4'-5 1/2" 11-411 4'-5 1/2" 3'-2 1/2" 4'-11 1/2" I _ _ \-/ 12 LINEN- 36" m _L CERAMIC EJTUS - VINYL PLANK m - - TV CABINET 4 I m _ 55 - __ 5 13 - _ _...._..-..._..__".___. _ _ _ - -._ k:.. $ DINING: AREA A - - - __ ...:_... ry I i NK 1 10 ( '-11 1/Z" 9'-8 Z" Z' �' VINYL PLANK - A13b 14 MAE . 10 PLA ___ _._... .__.. N n cN _ - _ 3'-g v2 I I 131 -�1I I i -6" -1 1/2 I UP J HALLWAY- I � :�$ III � I 1g 21� 15 0 � G tN 1N I f ! I I VINYL PLANK 16 - +�- i _' HA RD US VINYL A _-� _ (; [NYL PLA - - - ,413 18 © I �. A o _ � � F _ _ I = _ I I I I I I I I I :�, m I I I I f I I I I I S I ......�.........L........�...-..... •,,.-�- � M LL DN Ile ON _ UP ► I C 1 I I f I r -� ► I I I I I I I I I I I l ( I 41-6 �, i9I -' II , I_ III m '-1 ' I V I I I 40 4 9ry`4 or •i - I I r ` o %TO m OPEN / 5S 12 1 1 (D 1 1 LOW 12 -f- TO ' _. ..__... __._... _.__.. 23 CERAMIC TILE - 'Q> nl U \ /� 4'-2 1/2" 5 ,� 11'_311 D X -' - _ A r 'd i I F_ Q 3011 Cf) C:r d1 2 Q C - - - - - OUTLINE OF 5UILDING 5EL BUJ I cv TUS BEDROOM +1 m = CARPET , 2825 ev CARPET cv 14 I I V 1^ I I HYDROSTATIC VENT HYDROSTAT IC 1 VENT I I I I a i I 0'- " 10'-C3E1 41-1011 41-1011 41-5 1/21' 21-11i1 41-5 1/211 HYDROSTATIC 41_61F 211_�,II 4 -6" 13 -811 III-loll2t 011 IF OPENINGS RECD01 2 61-011 Any eneWW Mrage area below Base Flood le+ra#io%# 3NA r Ehave openings meet V FES Drawing Title: guidelines.All conSbVC on bekft Area Information BFE shall be of flood cesisfard heated: 1,469 S.F. Unit B3 materials as Per FEMA 9*Wu-*s unheated: 748 S.F. Floor Plans & General Nates total: 2,215 S.F. 049> Unit B3 Level 3 Unit B3 Level 2 Unit B3 Level 1 3 �, _ �_ ,+ � „ ' ,_ ,� Plan 1 Scale: 1 4'. _ 1 1-019 Plan Scale: 1/4 - 1 0 Plan Scale: 1/4 1 4 / °- r 0 • U- 0 W UJQ J W I I I I I Seal GENERAL NOTES _ '� 1 Unit Plans are dimensioned to face of stud, unless noted otherwise. Typical framing is with 2x4 or 2x6 Wood Framing. 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 1111111111111111111111111, foll I I that a 6-8"door will provide adequate vertical access to project specific mechanical unit for servicing. 4. Coordinate project specific tub and shower units with framing openings dimensioned. Adjust as required. 5. Kitchen base cabinets are 24'deep and 34Y" tall. Kitchen wall cabinets are 12"deep and 42"tall, fridge wall cabinet is 24!'deep. SEP 0 9 2016 Bath base cabinets are 21"deep and 31Y2"tall typical. 6. Ventilated wire shelves are typical and noted as either wire shelves or"Close Mesh (CM)wire shelves per Closet Maid". 1RIS 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. #AR001 6766 7. All tub and shower areas shall be enclosed with moisture resistant Georgia-Pacific DensShii Tile Backer board. If these walls Vo FIER FILLERare one hour rated then moisture resistant Georgia-Pacific 5/9'DensShieldD Fireguard® Tile Backer board shall be used. - LL ,\ 8. All floor finishes to be as noted on plans. 12 18" 15 24 15 18 12" r Typical 1x4 MDF base and door trim throughout unit. Paint-grade FJP at window sill (1x6),window apron (1x2),and bathroom W1542 154ZI W242-1 'IW15471 WI ........................ .................................... .................................................. .............................. base trim (1x4) Paint-grade shoe mould to match material at hard surfaces. Stain shoe mould at cabinets. .2 10. All bath and kitchen cabinets color selections to be per owner. .......... --------------------------- ........... 11. All bath and kitchen countertops color selections to be per owner. ------------ ----------- 12. All corner kitchen cabinets to be non-usable corner cabinets 13. All cabinets with exposed end to be a finished end panel. 0 .... ......... - .. ....... ...... ... g�i 'J 14. Brushed nickel exposed plumbing fixtures, door hardware (including hinges) and miscellaneous hardware,typical. Toilet 55 4N accessories to be brushed nickel,typical. R 5_0 15. All unit ceilings to have approved (by owner) smooth painted finish. R 0 _1" ?; _R ............ ............... 16. All interior unit walls to be approved(by owner) smooth painted finish surface gypsum board,with painted base trim caulked -------if along all joints unless otherwise noted. 0 Q 17. Each unit to be provided with one class ABC 5 pound portable fire extinguisher,in kitchen. fi 18. No medicine cabinets. 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 POOLE POOLE ARCNITKINE otherwise noted. 3736 Winterfield Road,Suite 102 .......... ............. ............. ........... 'z///.//1 20. Contractor to verify microwave height (offset) specifications, and install microwave to manufacturer's recommended clearance Midlothian, Virginia 23113 ........... -------........... ........... above cooktop. Adjust cabinet as required. Telephone 804.225.0215 -Contractor to coordinate final cabinet layouts based upon owner approved appliance selections. ... ......... 21. Contractor and Cabinet Sub ---------------------- 22. All units tile to extend 6" under outside face of cabinet in all directions and under dishwasher,refrigerator and stove/range. vvww.2pa.net 1 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 518 [D515 524 515 515 RAGE 24. All walls and floor/ceiling assemblies at unit/unit shall achieve a minimum STC/IIC of 50 as required per code. Project: 1550.00 24117 1811 1511 2411 1511 left 2411 I If -J# 25.All vanity mirrors to be 42"high and run the full length of the vanity. CADD File: MSUN-B3 FILLER .0 r FILLER 26. Ice maker (IM) to be located per plan. Provide rated box when shown in rated wall. 27.All windows to have drywall returns. Drawn By: MNW e_ 28.Shower doors and fixed panels to be 3/16"thick tempered glass typical. Checked By: GA/LM Permit Release Set: TV Niche Wet Bar WetB e Bar July 22, 2016 19 Cr t Construction Release Set: 11 1-011 11 1 1-011 = I Elevation Scale: 3/8 Elevation V�-O- Elevation le 3/8" V-0- Elevation Scale: 3/8 le �3/8� Revisions No. Date Description 1 09/12/16 Permit Comments MtRRI;)R - Li ........... ...... .......... GENERAL NOTE 24 ........ 24" T.S. 24 T.S. 24 2 4 T.5, Ud ............... ........... ........... ........ 0) M Cf) iii TUB CV ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the 144ILLWA%r 1% property of Poole&Poole Architecture,LLC and shall not H 31-01/211 5'-13 1/4 2111 E�'-O 3/411 2-1 11 1-111 be used or reproduced in whole or part in any form IV-5 1/2 without prior written consent of Poole&Poole 40 Architecture,LLC. 5'-11 3/4" 5'-0 3/411 51-11 3/411 5'-0 3/411 11-61/411 1/4 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 Powder Room Powder Room Powder Room. Powder Room Bathroom #2 Bathroom #2 standards as determined by the local 16 Scale: 3/8" 1'-011 Elevation 15 Scale: 3/8 1'-0" Elevation 14 Scale: 3/8 Ill 1'-0" Elevation 13 Scale: 3/8" = 1'-011 Elevation 12 Scale: 3/8" 1'-011 Elevation Scale: 3/811 = 1'-0" Elevation authority in accordance with 2014 FBC and Chapter 633 statutes. M I RROR _­�............... ............. ............. ................ .........................------ .......... ............ NOTE 24 .............. ......................... E(P I ......... ---------- ------ 7 IN IN V X &0 36"X&O" IN t ❑ I 9,0" TUB TUB - - - - - - \ TUB TUB 5EF,>RCOM 1�)51E� 1 530 515 M, 5E.F,>ROOM LINESII C: FILLER- 11 ILLER 1511 30 15 6 1/2 lill 3/41' E)'-O 3/4" 3'-11 33/411 IF JI 01 .0 JI J. .4 JX (D U E 131-3 1/411 9 -0 3/4 101-0 -3/411 131-03/411 Sill < h Bathroom #2 Master Bathroom Mater Bathroom Master Bathroom r C Bathroom 0 If = 1 1-011 Elevation Scale: 3/8 It = 1 1-011 Elevation I I _0" S of Scale: 3/8 (D=Sca e. 3/8 Elevation _0 @=S=caL­le-. le 3T8 Elevation ILLER END PANEL� FILLER 12 15 30 30 33 1211 W3024 W3342 W3624 W154ZI W3042 ................. .................. ..... ....................... SING SIN< is V-, 0000 000D LIVING ti AREA .... ... .... .. i7 5E*rONC) /X .......... .......... ....... GENERAL H O'HALm :1 I L NOTF- 24 \;�Vo off 24 T.S. 0 0 0 0 0 0 0 ol . ......... Ir M < < C"4 IL .......... ---------- --sill ............. ........... ol IH7 ---------------- ........ ------- 530 D518 530 53ro DW C>5 E:` 530 RANGE 533 3011 11 If If 4 30 33 35 12 24 4'-4 1/4 24 FILLER .301118 -301119 3611 2411 SUPPORT PANEL 2411 4'-4 1/4 2 e- I 'E�t T JI 41 7 101-o31411 51-111 6-4 1/4 12ILLER '-4 3/411 END PANEL a'-4 1/4 Drawing Title: 0. Unit B3 Interior Elevations & General Notes 04 Zo Kitchen Master Bathroom Kitchen Kitchen Kitchen 04$* 3 UJI If = 1 1-011 Elevation Scale: 3/8 ill = 1 1-011 Elevation Scale: 3/8 1 I-arf Elevation Scale:a iIe 3�/8-�= l'-�O- Elevation e iVa ri�on (D=S c=a I e 378 1 Elevation Scale: 3/8 CIO,"i ce- 0 UJ UJI 501 Ar 2 mill, AM Seal GENERAL NOTES r � 1. Unit Plans are dimensioned to face of stud, unless noted otherwise. Typical framing is with 2x4 or 2x6 Wood Framing. 2. Interior Elevations are dimensioned to finish face of gypsum board.Typical. 3. Coordinate project specific manufacturer's dimensions required for air handier 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 that a 6-8"door will provide adequate vertical access to project specific mechanical unit for servicing. 4. Coordinate project specific tub and shower units with framing openings dimensioned. Adjust as required. 5. Kitchen base cabinets are 24 deep and 34Y2 tall. Kitchen wall cabinets are 12 deep and 42 tall, fridge wall cabinetis 24"deep �� 2��6 Bath base cabinets are 21"deep and 31Y2" tall typical. 6. Ventilated wire shelves are typical and noted as either wire shelves or"Close Mesh (CM)wire shelves per Closet Maid". IRIS 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 DensShield1v Tile Backer board. If these walls are one hour rated then moisture resistant Georgia-Pacific 5/8"DensShield® Fireguard® Tile Backer board shall be used. 8. All floor finishes to be as noted on plans. r R r < 00.S 9. Typical 1x4 MDF base and door trim throughout unit. Paint-grade FJP at window sill (1x6),window apron (1x2),and bathroom base trim (1 x4). Paint-grade shoe mould to match material at hard surfaces. Stain shoe mould at cabinets. r 10. All bath and kitchen cabinets color selections to be per owner. 11. All bath and kitchen countertops color selections to be per owner. 12. All corner kitchen cabinets to be non-usable corner cabinets F 3 Ys 13. All cabinets with exposed end to be a finished end panel. x 14. Brushed nickel exposed plumbing fixtures, door hardware (Including hinges) and miscellaneous hardware,typical. Toilet E sr accessories to be brushed nickel,typical. 15. 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 along all joints unless otherwise noted. t { 17. Each unit to be provided with one class ABC 5 pound portable fire extinguisher,in kitchen. 18. No medicine cabinets. POOLE 6 POOLE ANITEGRE 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 otherwise noted. 3736 Winterfield Road,Suite 102 20. Contractor to verify microwave height (offset) specifications, and install microwave to manufacturer's recommended clearance Midlothian, Virginia 23113 above cooktop. Adjust cabinet as required. Telephone 804.225.0215 21. Contractor and Cabinet Sub-Contractor to coordinate final cabinet layouts based upon owner approved appliance selections. www.2 a net 22. All units tile to extend 6" under outside face of cabinet in all directions and under dishwasher,refrigerator and stove/range. 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 24. All walls and floor/ceiling assemblies at unit/unit shall achieve a minimum STC/IIC of 50 as required per code. Project: 1550.00 25.All vanity mirrors to be 42"high and run the full length of the vanity. CADD File: MSUN-B3 26. Ice maker(IM) to be located per plan. Provide rated box when shown in rated wall. MNW 27.All windows to have drywall returns. Drawn By: I 28.Shower doors and fixed panels to be 3/16"thick tempered glass typical. Checked By: GA/LM Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description 1 09/12/16 Permit Comments EMERGENCY EGRESS OPENING(WINDOWS) 5.7 SQ. FT. MIN. CLEAR OPENING EXCEPTION:5.0 SO.FT.ON GROUND FLOOR MIN. NET CLEAR DIMENSIONS: 24" HEIGHT 20"WIDTH i MAX SILL HEIGHT:44" FBC-R 310 i 10 1-1011 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 without prior written consent of Poole&Poole STAIRWAY CONSTRUCTION ,� - Architecture,LLC. 3 -11 d _ To the best of the architects or SHALL BE ASP R SECTIONengineers knowledge, the plans and OF THE FLORIDA BUILDING CODE 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. 8 ! Q- 41-011 1-011 11 ,_ �, �_ �, 1_ 11 2 -11 1/2L. 41-oil L. - 5 9 4 a 1/2 = 4 sa O O FE_ 5'-1" 4'-01' 2f_011ClU - 00 Cq EQ_ EQ. _ 2'-11 1/211 '-3" 2'-41' 1 -1 1/211 10 ;.lit 1 2'-�" 10 1 I d w \ = I I - 3'-1" 5'-2 1/211 L. 41.4,1 .� \ NQ E�D � 0 I E Q I I I I _ 1-5 1 1-512 2 E l � � _ -� IZ 0 'cn U EQ. EQ. Cie EQ. EQ. m X - - C I / \ 2'-5" - 1-1 1/21t 2'- � _311 ,�■�� i / L`1-.L'11 1.0'-,.1, 5...1_5 1' 10 01 Q Q C: Cr i LM I I I I I i I I I EQ_ EQ. HYDROSTATIC RELIEF OPENINGS REQUIRED Any enclosed storage area below Drawing Title: Base Flood Elevation(BFE)st*A have openings meeting FEMA Unit B3 guidelines.All construction below Reflected Ceiling Plan & BFE shall be of flood fesistant materials as per FEMA guides General Notes � 1 Unit B3 - Reflected Ceiling Plan - Level 3 Unit B3 - Reflected Ceiling Plan - Level 2 Unit B3 - Reflected Ceiling Plan - Level 1 3 el _ 1. PI 2 1 4" = 1'_ t, Plan Scale; 1 4" _ 1-011Plan W Scale: 1/4 1 -0 an Scale: / 0 / °- 0 L 0 W W W f 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. 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 that a 6-8"door will provide adequate vertical access to project specific mechanical unit for servicing. 4. Coordinate project specific tub and shower units with framing openings dimensioned. Adjust as required. 5. Kitchen base cabinets are 24"deep and 34Y2'tall. Kitchen wall cabinets are 12"deep and 42"tali, fridge wall cabinet is 24"deep. SEP ® 9 2015 Bath base cabinets are 21"deep and 31Y2"tall typical. 6. Ventilated wire shelves are typical and noted as either wire shelves or"Close Mesh (CM)wire shelves per Closet Maid". 1 R1 S abbreviates one rod/one shelf. 1 R2S abbreviates one rod/two shelves.2R2S abbreviates two rods/two shelves. 5S abbreviates Michael R. Poole FL Lic. #AR041676b five shelves. 7. All tub and shower areas shall be enclosed with moisture resistant Georgia-Pacific DensShield(v Tile Backer board. If these walls are one hour rated then moisture resistant Georgia-Pacific 5/8"DensShield® Fireguard® Tile Backer board shall be used. - - - - - - - - - - - - - 8. All floor finishes to be as noted on plans. x< s 85 L_ � � - - - - - - - - - - - - - - - - -� 9. Typical 1x4 MDF base and door trim throughout unit. Paint-grade FJP at window sill (1x6),window apron (1x2),and bathroom base trim (1 x4). Paint-grade shoe mould to match material at hard surfaces. Stain shoe mould at cabinets. ` t� I I 10. All bath and kitchen cabinets color selections to be per owner. 11. All bath and kitchen countertops color selections to be per owner. zt I I 12. All corner kitchen cabinets to be non-usable corner cabinets I _ - - - - - T - - 13. All cabinets with exposed end to be a finished end panel. s '* - - - - - (- _ 2rd'-11" � 14. Brushed nickel exposed plumbing fixtures, door hardware (Including hinges) and miscellaneous hardware,typical. Toilet Xff I I accessories to be brushed nickel,typical. >h 7 11'-4" I 15. All unit ceilings to have approved (by owner)smooth painted finish. t -.� a _ 41 t C`.+-W cL 1. NEEL I 16. All interior unit walls to be approved (by owner) smooth painted finish surface gypsum board,with painted base trim caulked a z _ �� , C -01/21, along all joints unless otherwise noted. 4'-1'' '-(o" 31-9 1/211 4'-5 1/21t `-0 1/2 ' z y 17. Each unit to be provided with one class ABC 5 pound portable fire extinguisher,in kitchen. 18. No medicine cabinets. j 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 POOLE POOLE ARCHITECTURE otherwise noted. 3736 Winterfield Road, Suite 102 20. Contractor to verify microwave height (offset) specifications, and install microwave to manufacturer's recommended clearance Midlothian, Virginia 23113 © I iv above cooktop. Adjust cabinet as required. g Telephone 804.225.0215 F :: :,: : ,> $- - . Contractor and Cabinet Sub-Contractor to coordinate final cabinet layouts based upon owner approved appliance selections. _ - _ v..,._ ............ __.._ ..:__....... ._.... .._M_ _._ __. _._ __.._:._... .__ ., = www.2pa.net 21 trT$AR - _ _ 22. All units tile to extend 6"under outside face of cabinet in all directions and under dishwasher,refrigerator and stove/range. p - - - VINYL PLANK I _ m 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 - - - TV CABINET - - 19 AL4b TV CABINET = Project: 1550.00 2® I 5 = 20 m 24. All walls and floor/ceiling assemblies at unit/unit shall achieve a minimum STC/EIC of 50 as required per code. F_ i m 25.All vanity mirrors to be 42"high and run the full length of the vanity. CADD File: MSU N-C l - INYL LAI 26.Ice maker(IM) to be located per plan. Provide rated box when shown in rated wall. ASM/MNW DN Alb = I I �` _ AI_ 27.All windows to have drywall returns. Drawn By. IIS- - - � �,.. I � _ - IIS � � a: _ 28.Shower doors and fixed panels to be 3/16"thick tempered glass typical. Checked By: GA/LM 0 I = � I - e -1111 I m Permit Release Set: - - r I _ r _ - �- July 22, 2016 I ROOF DECK ' I ROOF DE = Construction Release Set: = B1SON SYSTEM _ N Revisions - I No. ate Description I 1 09/12/16 Permit Comments I ' - - - - - - - 11 I 12 11 I i I -1'-11 1/211 1 S" 11`-211 St1 I UNIT C1 - ALT 1 IS THE SAME AS UNIT C1 , EXCEPT IT DOES NOT HAVE WINDOWS ON THE SIDE STAIRWAY CONSTRUCTION HYDROSTATIC REi_11+1= ©2016 Poole&Poole Architecture,LLC WALL. SEE NOTATION ON PLANS. Drawings and specifications are and shallremain an the SHALL BE AS PER SECT - OPENINGS REQUIRED property of Poole&Poole Architecture,LLC and shall not OF THE FLORIDA BUILDING CODE be used or reproduced in whole or part in any form Any enclosed storage area below without prior written consent of Poole&Poole Architecture,LLC. Base Flood Elevation (BFE) shall • = have openings meeting FEMA To the best of the architects or Unit C1 - Alt t - Level 3 Unit C1 - Level 3 guidelines. All construction below engineers knowledge, the plans and 4 „ _ Plan Scale: 1 4" _ 1�_0�� Plan Scale: 1 4 - 1 Q a 3 / _ specifications comply with the / :.3FE shat! be of flood resistant aterials as per FEMA guidelines 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. 431-oil 431-011 40 11112 1/2" lIe 1/2" 1111 1/211 211113 1/2" (0'-'1 1/2 2'_11" Gam'-8" 4'_� a'-2" V-1@ 1/2" 3'-2" to'-2" 3'-9 1/211 1+'0'-lID" 2 X III 2X Ln MgQ ,1 I I I I MAS'i'PR^BATPROOM ......_ m \�' .. T AL4b - - - CERAMIC TILS AL4b 6 ici � 5 bid ww... :. i2 - Q ........_....._............................_............._... A 4'-1 1/2" 4'-3 1/2" -2" '-9 1/ I" 9 /2" 1/ S'-11 1/2" 4 A1�4b 2^ to 11 O.JI 223 / \ G.:. IN L fm A 26 cs1 K1�N ca VINYL PLANK - / 11 E_O_ IRIS i m .... .......... ....._. ......._. 6' D,;? m UP 14 - - - - _ _ -�- i �. _ cv - H`I'DROSTATIG I cv ® m O 5 25 �4 - VENT C I •- 0 12 ' 3 CARPET S ' -ir-- E u-, TUB - - in I I ( - - BEDROOM 43 - - - - - - - - - I I E ry CARPET �t CARPET _ / 2R25 0 U 2 S ; 3 U VINYL A O _ t W111 � - U, Lob - _ - U _ ..._. IID �� :.,. � cv � A � � •- I _ - _ GARAGE @ (P `4 = CONCRETE - - - `Q LIVING AREA • - 'i ' VINYL PLANK _� �� CQ MASTER BEDROOM = ' 22'-1" <- 3-'.--9- 1`/2` I�o'-6 1/2" •- - ;, _ m IRIS - - - = CARPET H -F- I 12 ..... .._._. _ UJINDOUJS NOT QCq- `� f=RESENT IN - WINDOLUS NOT C Q CLOSET t (P D - - UNIT C1-ALT 1 _ W.l�c ,[� INCL-P, t �;, UNIRT CI-ALT RA IC z4 - - 4 Q CARPET BEDROOM 02 CARPET 25 I I _ _ Cq DNI ' 4'-1 -1 V 2'- 3'-e 1/2" 3'-9 1/2" H�i'UROSTATIC VENT I 2 � D A A A � A � I SITTING AMA CARPET _ N I 8 I - _ o 11 N c,, 5.m F_ 7 7 7 nt _J L_ J m 11'-2 1/411 11'-2 1/4" [w[ 2'--1" 3'-111 811 3'-4 1/216 2'-1111 2'-11" 4'-O" 41-5'.' 41-81/211 51-11' 2'-111 5.._®n 3.1_Sn -1`-1 1/2°1 21-1111 2'-1111 41_oi1 22'-4 1/2'1 7'-m" 13'-2 1/211 9'-4 1/2" 13'-011 2O'--1 1/2" 431-011 43 -O` WINDOWS) �'ER�NCYEGRESS OPENING�PENING 5.7 SCS. FT. MIN. CLEAR j EXCEPTION:5.0 SQ.FT.ON GROUND FLOOR MIN.NET CLEAR DIMENSIONS', 24 HEIGHT eon WIDTH Drawing Title: SILL HEIGHT:�" Area Information. Unit C1 MAX heated: 1,697 S.F. FBC-R 310 unheated: 745 S.F. Floor Plans & General Notes total: 2,442 S.F. Unit C1 - Level 2 Unit C1 - Level 1 2 r, _ � W Scale: 1/4 - 1 -0 Plan Scale: 1/4 = 1'-0" Pian W / / � 4 '_'_ 0 w Q UJUJ I� II i I Seal GENERAL NOTES 1. Unit Plans are dimensioned to face of stud, unless noted otherwise. Typical framing is with 2x4 or 2x6 Wood Framing. �„�,..• 2. Interior Elevations are dimensioned to finish face of gypsum board.Typical. 3. Coordinate project specific manufacturer's dimensions required for air handier with size of mechanical closets and mechanical i closet doors before building enclosure walls and furr downs. Adjust as required. Contractor to verify before purchase of doors that a 6-8"door will provide adequate vertical access to project specific mechanical unit for servicing. 4. Coordinate project specific tub and shower units with framing openings dimensioned. Adjust as required. �� ® 9 � , 5. Kitchen base cabinets are 24"deep and 34Y2'tall. Kitchen wall cabinets are 12"deep and 42 tall, fridge wall cabinet is 24"deep. s Bath base cabinets are 21"deep and 31%2"tall typical 6. Ventilated wire shelves are typical and noted as either wire shelves or"Close Mesh (CM) wire shelves per Closet Maid". 1 R1 S 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 DensShield® Tile Backer board. If these walls are one hour rated then moisture resistant Georgia-Pacific 5/8"DensShield® Fireguard1v Tile Backer board shall be used. 8. All floor finishes to be as noted on plans. r 9. Typical 1x4 MDF base and door trim throughout unit. Paint-grade FJP at window sill (W),window apron (1x2),and bathroom ` r r ''0 base trim (1 x4). Paint-grade shoe mould to match material at hard surfaces. Stain shoe mould at cabinets. \\ \ ALO AL0 10. All bath and kitchen cabinets color selections to be per owner. 11. All bath and kitchen countertops color selections to be per owner. M` 12" 1211 FILLER 1211 2411 2111 ILLER 12. All corner kitchen cabinets to be non-usable corner cabinets lot ......................................_...._............_........_..........._.._.._......._.... . ..-....._..... .._._._ 124 012442 W214213. A11 cabinets with exposed end to be a finished end panel. A 14. Brushed nickel exposed plumbing fixtures, door hardware (Including hinges) and miscellaneous hardware,typical. Toilet � 4 accessories to be brushed nickel,typical. !,' ` k .r2 15 All unit ceilings to have approved (by owner) smooth painted finish z y 16. All interior unit walls to be approved (by owner) smooth painted finish surface gypsum board,with painted base trim caulked �_ ......... \,�� \\` ..... .._.._ ._...... _.. _ g j rff',`. _`� `Q along all oints unless otherwise noted. W 4 _._._..____ ` :``' ;" 17. Each unit to be provided with one class ABC 5 pound portable fire extinguisher,In kitchen. __....... �� _.. 18. No medicine cabinets. POOLE ANITE(TRE19. Ent Doors shown are to be held 6"off hin es side of wall, interior doors are held 4"off hin e side of wall or are centered,unless POOLE ..... ..._.,...._.._.. �4 _....._...._..... Entry g g % otherwise noted. 3736 Winterfield Road,Suite 102 5 .....-.....__..__._ I = _ = vspecifications, n installmicrowavet manufacturer's recommended clearance � � � 20. Contractor to verify microwave height (offset) and oMidlothian, Virginia 23113 �-m _._...._._..... above cooktop. Adjust cabinet as required. - f----... .-----------.- 21. Contractor and Cabinet Sub-Contractor to coordinate final cabinet layouts based upon owner approved appliance selections. Telephone 804.225.0215 �. 22. All units tile to extend 6" under outside face of cabinet in all directions and under dishwasher,refrigerator and stove/range. www•2pa.net _..---__------_._...._.__..__�_....._....._.._..... __-____...__._....__.._..__._._._..._...... I ' 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 l :/!! /� - - \�\ - ..........r......:_..... .................. .._....................._..__....._........_.................._..........._............ - - `\ - 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. 1 ._.._._........__........._._....................._.....__....................._. - cn 25.All vanity mirrors to be 42"high and run the full length of the vanity. le. -B1 ADD File:--` � C MSU N _......._ ........._........._.._....._..._.......:....................._................................................_.............. : �. . �,� ,, ,. .,.. -� 26Ice maker (IM) to be located per plan' Provide rated box when shown in rated wall /f 27.All windows to have drywall returns. Drawn By: MNW ROOF DECK DS12 824 S21 28.Shower doors and fixed panels to be 3/16"thick tempered glass typical. Checked By: GA/LM 24" 2411 4'-0 3/41' FILLER 12" 2411 211' FILLER � Permit Release Set: 6'-0 3/411 5'-1 1/41' July 22, 2016 JI Construction Release Set: TV Niche We Bar Wet Bar Wet Bar Revisions 20 19 8 @7S No. Date Description Scale: 3/8 = 1'-0" Elevation Scale: 3/8" = 1`-0" Elevati n Scale: /8" = 1'-0" Elevation cale: 3/8" = 1'-0" Elevation 1 09/12/16 Permit Comments M I RR , NOTE 24 _ _ :....._:......b...... , 24t1 T.B. ��:� 24" TB, _' -- - Drawings andspecifications are and shall remain the Poole Poo itecture,LLC and - - .......:._..._+:..... _...._..; be prop"ed orfrepod c ed in hole or part in any orm Il not Without\Q 3 " x 6m" N Architecture,LLLrCten consent of Poole&Poole TUB To the best of the architects or KITCHEN w 1_C, U1.I..C_ engineers knowledge, the plans and ro'_0 3/,4.'1 2011 2011 6'-0 3/411 1' 8 1/411[1'-0 1/2" 21-1111 2'-8 3/4" JX specifications comply with the applicable minimum building codes rr ,, and the applicable fire-safety 3'-4 3/4 3'-4 3/4 14 -3 3/4 5 -3 3/4 standards as determined by the local authority in accordance with 2014 FBC and Chapter 633 statutes. Powder Room Powder Room Powder Room Pow er Room Bathroom #2 #2 r 16 „ _ , ,f 15 „ _ , „ 14 _ 13 12 g.Bathroom Scale: 3/8 - 1 -0 Elevation Scale. 3/8 - 1 -Q Elevation Scale: 3/8" - 1'-0" Elevation Scale: /8" = 1'-0"' Elevation Scale: 3/8" = 1'-0" Elevation Scale: 3/8" = 1'-0" Elevation SINK SINK ......._................. }.. �.. - - _ - i : I ......:...........,._.....:.......+..._.........:......: f:. _ GENERAL r - - -- - - NOTE 24 Zlz.._......._._ _:........+............_. ..., fi'�r. 24 T.B. 1 o � � / r •`1 , N .` ,.`f°,,/, {� •"r N 011 TUS 3m"x6m" �' t4 60" TUB :.} TUS TUB 33 0812 533 M. BEDROOM 1 u �- 2'-1111 3311 121, 3311 2111 1811 11_211 3'-ro 3/4" 2111 3'-roo 3/4" 211 r. u n ., 3 3/4 1 141-33/411 1 5'-3 3/4" 5'-3 3/4" 12'-7 3/q." 51-33/411 Bathroom #2 Bathroom #2 Master Bathroom Master Bathroom 6 Master Bathroom Scale: 3/8 - 1 -0 Elevation Scale: 3/8 - 1 -0 Elevation Scale. 3/8 - 1 -0 Elevation Scale: 3/8 - 111-0111Elevation Scale: 3/8" = 1'-0" Elevation -� Atm �41P� FILLER END PANEL END i='ANEL FILLER 12" 12" 2111 2111 151, 3 11 30`1 33" 3(0 011542 W3642 013®24 1.03342 W3624 SINK SINKOL000 C000 i __-._.____._........_ DINING -------------- 1. _ ,........_..-..,.. , T r'-_......., ..__.,...... _.._._ ``/, 8 OND �4 AREA � ! \ 1 � _I NOTE 24 _�._:...._.__..._..._..___u....._.._ . A10 O- - ...._.;_.........._.......__ _:._._...._....._._._._._ r 24 TBI, -- , , ---------------- .. \ 36 x60 TUB Drawing Title. r g 831?> 0512 833 1 rl DU1 Baro 821 ...- PANTRY PANTRY D815 836 RANGE 833 REF. Unit C1 FILLER 30" 1211 33" 1811 1911 31-211 1211 2411 4'-41/411 24,11 SUPPOR PANEL 2411 3611 2111 2411 4'-41/4i1 2411 121' 2111 2111 1511 3611 .3011 3311- t. 381 Interior Elevations & Ir �_ 11 11 1_ rl FILLER ENDJI PANEL 11 161-4" END PANEL I2 --I 3/4 8 4 1/4 9 8 4 1/4General Notes UJ o Master Bathroom Kitchen Kitchen Kitchen Kitchen • �- 4 " _ '- " 3 = ' " 2 Scale: 3 8 - 1I_af Elevation Scale: 3/8 If1'-0" Elevation (D=Scale: 3/8 - 1 -0 Elevation Scale: 3/8 1 0 Elevation Scale: 3/8 1 -0 Elevation / W J W Seal GENERAL NOTES 1. Unit Plans are dimensioned to face of stud, unless noted otherwise. Typical framing is with 2x4 or 2x6 Wood Framing. 2. Interior Elevations are dimensioned to finish face of gypsum board.Typical. 3. Coordinate project specific manufacturer's dimensions required for air handier 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 that a 6-8"door will provide adequate vertical access to project specific mechanical unit for servicing. 4. Coordinate project specific tub and shower units with framing openings dimensioned. Adjust as required. 5. Kitchen base cabinets are 24"deep and 34Y2"tall. Kitchen wall cabinets are 12"deep and 42"tall, fridge wall cabinet is 24"deep. SEP 0 9 2016 Bath base cabinets are 21"deep and 31Y2"tall typical. 6. Ventilated wire shelves are typical and noted as either wire shelves or"Close Mesh (CM)wire shelves per Closet Maid". 1R1S 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. #AR001 6766 7. All tub and shower areas shall be enclosed with moisture resistant Georgia-Pacific DensShield®Tile Backer board. If these walls are one hour rated then moisture resistant Georgia-Pacific 5/8"DensShield® Fireguard® Tile Backer board shall be used. 8. All floor finishes to be as noted on plans. ............... 9. Typical 1x4 MDF base and door trim throughout unit. Paint-grade FJP at window sill (W),window apron (1x2),and bathroom base trim (I x4). Paint-grade shoe mould to match material at hard surfaces. Stain shoe mould at cabinets. 10. All bath and kitchen cabinets color selections to be per owner. 11. All bath and kitchen countertops color selections to be per owner. 12. All corner kitchen cabinets to be non-usable corner cabinets 13. All cabinets with exposed end to be a finished end panel. 14. Brushed nickel exposed plumbing fixtures, door hardware (including hinges) and miscellaneous hardware,typical. Toilet accessories to be brushed nickel,typical. AIR-; 15. 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 along all joints unless otherwise noted. 17. Each unit to be provided with one class ABC 5 pound portable fire extinguisher,in kitchen. I I 18. No medicine cabinets. 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 �oO1E 6 P001E WHITEGUE otherwise noted. 3736 Winterfield Road, Suite 102 20. Contractor to verify microwave height (offset) specifications, and install microwave to manufacturers recommended clearance Midlothian, Virginia 23113 above cooktop. Adjust cabinet as required. 21. Contractor and Cabinet Sub-Contractor to coordinate final cabinet layouts based upon owner approved appliance selections. Telephone 804.225.0215 22. All units tile to extend 6" under outside face of cabinet in all directions and under dishwasher,refrigerator and stove/range. .2pa.net 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 2 Project: 1550.00 LOMA 24. All walls and floor/ceiling assemblies at unit/unit shall achieve a minimum STC/IIC of 50 as required per code. 25.All vanity mirrors to be 42" high and run the full length of the vanity. CADD File: MSUN-Cl (P 26. Ice maker (IM) to be located per plan. Provide rated box when shown in rated wall. 27.All windows to have drywall returns. Drawn By: ASM III I 28.Shower doors and fixed panels to be 3/16"thick tempered glass typical. Checked By: GA F -1 00% L % Permit Release Set: July 22, 2016 Construction Release Set: Li Cq Revisions No. Date Description 1 09/12/16 Permit'Comments L - - - - - - - - - - - III ©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 Unit C1 - Reflected Ceiling Plan - Leve 3 engineers knowledge, the plans and 3specifications comply with the Scale: 1/4 1'-©" Plan 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. EQ. ECL4 AIN 4 41-5 1/21, EQ, EQ. X 1-511 1 It z 1z 0 >I 0 % 4 L C: 75 0 � - 11@ % 11 EC E 0 _9Z- 0 U 51-1011 101-1 1/211 511-1011 -1 U 0 41`0 lie 0 Q3 d) co U >/ C)) U C 0 (P WINNI -1 < 0 1cr >\ % L 2 -377772 31-811 V_1111 5 1/2 11 4'-5 1/2 11 1111 4'-0 1/2 Ep E�1-3 1/211 Oil L 13 EQ_ LJ L I X X Drawing Title: Area Information Unit C1 heated: 1,697 S.F. Reflected Ceiling Plans & -unheated: 745 S.F. total: 2,442 S.F. General Notes Zo Unit C1 - Reflected Ceiling Plan - Level 2 Unit C1 - Reflected Ceiling Plan - Level 1 11,11111111111111111,IlljllllllllllllllllllIlIliillllllllllI lllllllIlljllll 11111,11,111111111111111 111111111111111 Scale: 1/4 1I_0Fl Plan Plan C0 U_ W UJ LU Seal._.. _ - OCT'2 T-2016 Michael R. Poole FL Lic. #AR0016766 POOLE & POOLE WHITEGRE 3736 Winterfield Road,Suite 102 Midlothian, Virginia 23113 j Telephone 804.225.0215 www.2pa.net AA-0003522 Project: 1550.00 CADD File: MSBD Drawn By: MNW Checked By: GA Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description 1 09/12/16 Permit Comments 2 10/21/16 Permit Comments 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 pat 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 TP�UCTt1RE PI,p,CEMENT FBC and Chapter 633 statutes. S ITE PLAN S ' PER APPROVED {S NOT VERIFIED BY ANY STANDARD CUNTY INSPECTION K 1141-1011 4'-6" 22'-1 1/2" (011-111 22'-1 1/2" 41-611 Ds D _0 Q l Q � CL aQQ 40% _; � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � _ _ _ _ _ _ _ � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- awn �� h :i= Q ' D5 Jel rrr -t eq (PI all 0 Ui ui u t -314" ' -3/�4" LU Ui lu oaQ � oaQ fl�Q = � OO 00% E� En _ 0 En ca _ Q 4) 4C ioail q! (PI qpm q0? Oi E— k FFE: 8.16 I1 BLDG *1k FFE: 8.1ro` BLDG *1 Q C FFE; 821 6 BLDG *2 1 FFE: 621' BLDG *2 FFE: 826' &l BLDG *3 FFE: 826' BLDG *3 a i1 _4" = x FFE: Wio' 0 BLDG *1 =: FFE: 8.16' ID BLDG *1 FFE: 8.16' ID BLDG *1 _ `Q = FFE: 821' 0 BLDG *2 FFE: 821` 's BLDG *2 FFE= 6.21' 11 BLDG *2 - 6' FFE: 826' BLDG *3 FFE: 826' BLDG *3 FFE; 8.20' BLDG *3 _4„ -411 41, _ N N " all ;z. FFE: 8.50' 6 BLDG *1 FFE: 8.50' 6 BLDG *1 FFE: 8.50' 6 BLDG *1LNIT 152 WT u��r 2 FFE: 8.55' 6 BLDG n � FFE; 8.55' 6 BLDG *2 FFE; SS5' 6 BLDG "2 UNIT B3 FFE: 8.60' S BLDG *3 FFE: 0.60' i1 BLDG *3 FFE: 8.60' 6 BLDG *3 "FE: 8.50' 6 BLDG *1 FFE: 6.50' G BLDG *1 FFE: 8.55' -9 BLDG *2 FFE: 8B5' BLDG *2 FFE: 8.60' 6 BLDG *3 FFE: 8.601 m BLDG *3 2 } N N N 1/4:12 \%%001/4:12 3 1/4:12 - c4 4 � 7171 - cvLi - ., Ds D Drawing Title: BLDG 1-3 Slab Plan 10'-5" 6'-0" 9'-0 1/211 13'-1 1/2" -f'-2 1/2" 13'--1 1/2" -11-2 1/2" I'-1111 -1'-2 1/211 131-1 1/211 V-6 1/2 00 6'-0" 10'-81' � I �' BLDG 1 - - Slab Plan A29 o 1 Scale: 3 1 " = 1'-0" Plan w w a� i 1 Wall Legend Seal Detail Symbol Description Fire System Sound Sound Thickness Detail Mark Rating Rating Test (Finished) Number A Building Separation Wall 2 U-336 N/A N/A 12 1/4" 3/A0.2a B = Extin.,nor Bearing Wall 1 U-356 N/A N/A VARIES 2/A0.2a C Interior Bearing Wall 1 WP-3605 30-34 STC OR 64-8,2-4-64 4 7/8" 1/A0.2a Note: OCT 2 12016 All Dimensions Are To he Face Of Stud Unless Otherwise Noted. Michael R. Poole FL Lic. #AR0016766 i i 114'-10" 4�� 4_4 20'-6" 4 I I A5.2 3 I I 3.1 I I I I I POOLE POOLE ANITEGUE I pS I I D5 I I S I 3736 Winterfield Road,Suite 102 SITE D Midlothian, Virginia 23113 E JaIITelephone 804.225.0215 7 F_ www.2pa.net L _ �L- -� L�-�JJ L�.J�L _ J I AA-0003522 I I I I I Project: 1550.00 Ir - - �0 �0 0� - - - - I 1 CADD File. MSBD `�9 op- C Drawn By: ASM I I \ Checked By: GA \/ Permit Release Set: /\ UNIT B3-2 UNIT B3-2 /\ = = - - - _ July 22, 2016 Construction Release Set: 2 Revisions 3.1 I l l I I I I I I I I I I I I I I I I I I I 3_I No. Date Description III II ( IIII 111111 II II ' 2 10/21/16 Permit Comments UNIT B2-2 UNIT B2-2 SIT B2-2 1 IIII I I V III Z 40 MAI TYI=. BETWEEN S ( I UNITS TYP, O O UL U33(o — — — — 300 SEE 3/,40.2a I I I 0 0 0 -- ___ 01 ==4 =10 ®2016 Poole&Poole Architecture,LLC 5 = Drawings ands 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 m _ Architecture,LLC. TY P 2 ALL To the best of the architects or TOUJNHOUSE TOWNHOUSE A2.5 5IDE 51DE EXTERIOR engineers knowledge, the plans and :. u,ALL$ specifications comply with the � applicable minimum building codes 3.1 I I 2 and the applicable fire-safety al standards as determined by the loc26'-0" 4" 20`-�" 4" 20'-6" 4" 20'-�' �41i 2iG7'-m" authority in accordance with 2014 FBC and Chapter 633 statutes. 114'-10" Townhouse Se eration BLDG 1- - Second Floor 3 Scale: 1" = 1'-0" Plan Scale: 3/16' = 1'-0" Plan 114'-10" 4" 411 20'-ro„ 4" 20'-ro" 4" 00 Ds 05 H A52 3 N 3.1 N I I t3 � I I S I I v u-, 1r7— I E -C o U I I I I C3 I I I I W � � aD 3 I I I W .V 2.Ib TYf= 1 � m Q Q C C: ON o , (-I-1 - - - - - - 1-1-1 -7 1 l 3.1 I I I I I I I I I I I _ _ � - - � T1'P_ I I 3.1 Ll I 1 11 11 LI - - -I - - --I L - - I� —1 — / / / \ \ -- F III ► o - - _ _ - _- - _ O I III / ( NIT BZ-I 1 IT B3 1 UNIT B2-t � UNIT B2-1 104/202/302 l - I 102/204/304 103/203/303 I 101/205/305 � � o / ` ` J ( \ o � 1051201/301 TYf=, I I I I _. 40 0 II 1 0 0 4 a TYf=, - �4 r r r I I _ __ --- \ I -- - D5 - --- -- _ L - - � Ds � s DS � - _ - - - Drawing Title: g BLDG 1-3 Plans 10 02 2 53 53 A53 2(o'-0'► 4" 20'-611 4" 20'-611 4" 20'-(oaf 4" 2(0'-0" ,°� IJ 114'-1011 CL Ciew o 0 BLDG 1 - - First Floor W Scale: 3/1 }" = 1'-0" Plan w ICS t s Wall Legend e'a R0 1 C RAL NOTE$: -- Detail Symbol Description Fire System Sound Sound Thickness Detail _ _ 1. 3:12 AN ST A5 �A T � 1T AYM NT � I AT I . Mark Rating Ratin Test Finished Number D EEPER P L 5 INGLE H UNDERL ND CE/W ER5H ELD AS ----- REQUIRED PER MANUFACTURER INSTALLATION INSTRUCTION TO MAINTAIN WARRANTY, �, �'�", ;��, �.�� q � Building Separation Wall 2 U-336 N/A N/A 12 114 3/A0.2a 1 I = = B -- Exterior Bearing Wall 1 U-356 N/A N/A VARIES 2/A0.2a 2. SYMBOLS BELOI� DENOTES GENER►4L LOCATION OF REQUIf2ED VENTILATION_ B 2'I 31,535 �A [ ' F-2-SA L VENT- �` . N 3 F T hT= 57 SQ.1N 1 7' C Interior Bearing Wall 1 WP-3605 30-34 STC OR 64-8,2-4-64 4 7/8" 1/A0.2a C 183 23,472 NIA 78 5 ROOF-2-WAU- IE T= 4 S .I 5 OFFIT VENT= IN 0 : D 718 103,104 NSA 344 1 POP VENT 254 Q.IN 1 POP VENT`= 254 SQ.IN 508 �IIG�I . �- ---� - I I 153 23,472 NSA 78 5 ROOF 2 WALL VENT= 48 C,.IN 5 OFFIT VENT= 48 Q.IN 3. (D5) DOl�JNSPDUT INDICATES 4"Xb" pOl,�+15P0UT_ SEP 0 9 2015 1 F 701 100, 4 NSA 338 1 POP VENT= 254 SQ.IN 'I POP VENT,= 254 SQ.IN 508 Nofie: _ _ All Dimensions Are To The Face Of Stud Unless Otherwise Noted. 158 23,472 NSA 78 ROOF-2 WALL VENT= 48 �Q.IN 5 C FFIT VENT= 48 Q.IN 4. DOWNaPOUT5 TO DRAIN TO SPLASH BLOCK, TRENCH DRAIN OR ROOF DRAIN PIPING, H 718 103,104 NSA 344 1 POP VENT-- 254 Q.IN 1 POP V ENT= 254 Q.IN 508 RE= CIVIL - ROOF DRAINAGE PLAN Michael R. Poole FL Lic. #AR0016766 I' 910 131,E NSA 437 13 MIDGE VENT� 234 Q.IN 24 SOFFIT VENT- 228 SQ.IN 452 J 219 31,538 'A 105 ROOF z-WALL VE NTT= Q.IN 8 OFFIT VENT� 57 Q.IN 117 5. 6" GUTTERS SLOPED TO DOU N5POUT NOT TO EXCEED 40' BETWEEN DOWNSPOUTS x e a y Ni h Vets ion: . ;obr i i cT. In. Ne rhe ea f near ,r l ligl Veritllatior : - V N Roof 2w' i" II Vent -8.5 4 (n. Net dee rhea / [ e r ec r Vit, z Y . x III b Ventilatc3n. Po Vent L► t�ee Vtilctton Produots Ing,. btt rcofvents.ac �rentconn .ItrrI PVB� 254 5 In. Net free Area t � f< ff flip / f en \ w Low Ventilation: Tr inline Soffit Vent Strip+-9.5 Sq. [ . Net Free Area/ Per Linear Ft. r�- z �z�< t� .,.L S. 3 1 .'. .,. 3,. ..> u w ,,.:...:.< :<..::::::: Low Ventilation. Pop Vent ley Active Ventilat€on Products Inc. ttp://roofvents.com/popv tc�omm.htr l , PV t8-�254 Sq. Ire. Net [Free Area f leer Fent {� .. :� :: D5 3-1 FRT ROOF SHEATHING 4' IN EACH D5 z< -•1':,, a- t >c�i'Ey sir$ a, r 2 Y<-3 CTI N F OM 2 i-4 D RE O R OUR Y f,eY_ __ ..tee`i 11 ti. �.<e . I I SEPARATION WALL ON SLOPED I I 1 � ��� } t " � u __._ _.._ _ ____ ..__ .__ ___. _ _ __ __. __ ._ - _� _.,__ �_., _ ,_-- __.--I ROOF SURFACE, E'ARAPET AND F_ _,,_ ___ ___„_ -_._, _---_ __ ,..._ __ -,_,_ -.-__ _._ __ ,_ __,_ -__ _,_,_ _. - ._._ �t I ALL VERTICAL AND HORIZONTAL , - �� - 3 5�. <x�Y s � � 3� < `! SURFACES (ROOF SIDE ONLY) T` F. I `�' h \� � ��s x s ` UJALLS 1:3ELOUJ ``� I I � - rx _. ._ u,,� -_4 �..r:. <. .M. I 63 -5 i POOLE & POOLE ANITEtTVRE D5 DS I 37 02 ISS II i _ - Ci-1/OF G /OF Wint rfi I R it 1 _ , ,....._......_ ....... __.w 36 e e d cad Su e ,, ., , __.................,___.,>..., ,. ._............,....,......._-. ..._..,,_,.,.....,,,_.... ..,.___...... ,......__.._....._..,............... }.,_,. r !, .......,. .,.__... .............._._ ...._..........-_-•---_,.,.. ..__.._...._.. ....,,,,,,_,_........._.,........,. i,. _ --_, _ : < \. - o a a ' i� x J : �- � � �'._.._,.... _._ � ;_,,,,.,,k, .� .,,..,.�..,,.., 2 10 RPT. _._,..ql,. _k �_:$_`�_\ _� - u T..,-_., �: t` �' ,_ �,._ - �.. Te[ 0215 �/� `, , r ,` -� ��; -� _m ephone 804.225. T V, i E < t*f ff 12c _ _j / I I R 2 WALL VENT ;; ;4 ;� ..._. ,., .,_.; a.,_' _.,. _ _ k - - - - - - h4� Y cv RocJF 2 WALL VENT I I www.2 a.net 64'i ..._... _. „- •__. ,_....I ....... ...I--- _....... ..._._. . \, , ..a........ g ,. .a...._.... ., h.; a .\... \` \. =p, �.....P -, \�...\�:t\ .. Vit. :':+.,.,.. `. i.,`.._: �.... 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Y - ..,.,.,.,,fix,.. ...,.,'.,......-g .,y.,,._.,_.-,: :: ?' .. �aF I '[ I ,: x h I r t �: r : . \t ; �, _ , it Scale. 3 32 1 0 Plan t \\ \\ ty z ``\ { , I I _ _ _ a i / 1 , E 1.: ; , , ,\ ... o o :i I __ 4 �_ :�Z_ \ FY i., ,._ ,__r- i ,. _ - - - .... _..._._.................•._.....,. ....._....._....__.......... ..,..-............:.............. ...I......-1......_.....-..-.. .._._.._....,....__...._.... ...._._,_,.............-._,..-_.. ...-,_„_.,,-. ,,,.e ._...._..._..._.....,._......, .. .............._.. ~ .,.,,_.... :x.... ♦ ....,..Y..,....... I 5-0 ROOF-2 WALL VENT 5-0 ROOF-2-WALL VENT 5-O ROOF-2-WALL VENT I : ,,' + . ..........k... x.....; I I I \ t ,_-...., ....., ._, .. , t CV CV N E a...,,. s e $ I I k ` Poole&Poole Architecture,LLC .a . i ;a :F #..., r ,,,.. �.. , ctl : fi fi ..� --J4 \ T_ „v i Drawings and specifications are and shall remain the - _- ___._ ~ _.,., K.,.., �_,.__, _, ,__,,� __.. -_, �___,.. ,_-.,_,,,_ - ,� _,_ ___ - _ _.__ roe of le Poole Ar hitectur n t r i p p rtY Poo & c e,LLC a d shall no fir_.._,, - - _ _-~ - _ : _ __. be used or reproduced in whole Or park in any form t,' i ` ` _-_ .. _ - �c i \\ without rior written consent of Poole&Poole v.._x _._ _.. ,, x.. I p z -- - Architecture,LLC. _, I 3 To the best of the architects or �� DS DS engineers knowledge, the plans and specifications comply with the applicable minimum building codes I and the applicable fire-safety I l standards as determined by the local 3J authority in accordance with 2014 4 FBC and Chapter 633 statutes. � BLDG 1 -3 - Roof Plan 2 Scale: 3 16" = 1'-011 . Pian 114'-10" I 26'-0'' x'41 20`-�" 4ti 2m'-6'• 4" 20'-6" 4'E 26F_01� 1 I I I A5.2 3 I I I I 3� I I �, I I I I :_ _ I I o � � I I .� C cu __, ,_ ' .� \ -E- 0 Q '� 0 .0 * C•- rz ao 0 • -�- o- E- Q - - - - - . \ _ / n Q UNIT 53-3 _ - _ - - r• ' i UNIT 83-3 •- 3 ' t?< II I II I _ .-+- f _ .. < `„ / '` ,,... .... .� _ _I I I I I I I 1 l _ �- -[ -- l__ �; _l 3.1 nvi I I _ ;..._.., ......,._. . . _ - _....... I NQ f I I I I I I I l l �r ... 3.1 III IfIII 1_ - - / \ - _ Lila' I _ I c I - __,..__..,.___,___. .1.111____,1,111.,- - „ 1..111,__ - _ .., ,. -~ I I ,_,,,_. __.-, TYP. I I I \ „ ,.,_ { / I \ I - \ I I I c _.,,.. . I I LNIT B2-3 - UNIT B2-3 UNIT B2-3 ( - I s - - c.. TYP_ I I I I � I � � `I I I E31 SON SYSTEM, TYP. ALL RO :TOP DECK5. SEE I I I DETAIL 3/AE.3a I I i 5 TYP. I I I I I I II I I I I- I I I I i I I I i, _ I Drawing Title: 5.10 BLDG 1-3 Plans II 1 ��,' I A3Ja ` I 1 1 2 � ,{ 53 53 5-3 ,f i1 I n 4" , �i 4" I If F'1 I u 26'-0" `h 20 -6 2m -6 20 -ro 26 -0 0 UJ CL De 1.14'-1011 O 0 U_ BLDG 1 -3 - Third Floor o Scale: 16it = 1'-0" < - Plan w r I I Seal J SEP 9 9 2016 Michael R. Poole FL Lic. #ARt)016766 AI 'S• l; �1 t a-. �z yt �t z u ORF S. \ r Y z Nmz S i POOLE 6 POOLE AR(HITE(THE 3736 Winterf'reld Road,Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: 1550.00 CADD File: MSBD Drawn By: M N W Checked By: GA Permit Release Set: July 22, 2016 Construction Release Set: i Revisions No. Date Description 1 09/12/16 Permit Comments i b 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 j 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. 1011-211 .� E= C: 26'-3 1/2 __ __. o U .. �, - .... .\ .,...r , a. .. .....,... ........ ..... .........: : : _ .. , ........... i\ ........... CIO 1 .......... ............................. 4 ;,. 4" �; - <� -- _.. C: COit, ........... _...� L ... ._._..... ..... i to t 82 1 T_D_G_ 8.21 ....., 1 1. ..__._.._.-------------- t _,,., ...____....__......._..,..,.,,... ...... ..._..._ ,._ 1 L_ -41 . T-0-c_ 82 C14 it q UNIT Cl _ ..._. UNIT C1-ALT UNIT 81 r � _ _ - ......ex./. �...: V{. 6i _ .t 4r40 r + (d ..................... .._........................ _.._..,...,_....,._..._._... ....__. U ; U f, _._._,__ �...:..,�-•: __...,. ._........... _ . ....... _.._.,. _ -3 4 .... _. 3/4 tq :::::::..:::: ::,:::::, :: :::,::..::_.::.::. :::......w ..: 8 = U to cn qi ...... ....... ..._. �.: �t - _._. ..................__...._......... ......................... iv ry 2.. Drawing Title: BLDG 4 Slab Plan 13'-? 1/2" ��_��{ 45'-1`' 5.. ��_0,� 12'-11" 5 1/2" 2¢�'-lla" 7r 01 1011-411 w a_ • U (iB _DG 4 - Slab Plan 0W �__Scale: 3/16" = 1'-0" C Plan W a� j Seal._ Wall legend --- - -= Detail Symbol Descr ption Fire System Sound Sound Thickness Detail Mark Rating Rating Test (Finished) Number A Building Separation Wall 2 U-336 N/A N/A 12 1/4" 3/A0.2a B -- Exteri r Bearing Wall 1 U-356 N/A N/A VARIES 2/A0.2a C Interior Bearing Wall 1 WP-3605 30-34 STC OR 64-8, 2-4-64 4 7/8" 1/A0.2a SEP 9 ?016 Note: All Dimensions Are To The Face Of Stud Unless Otherwise Noted. Michael R. Poole FL Lic. #ARCO16766 C MF :t pyo- 3 MI EN £. k S <. 3 2 2 Z# $. r _{ tF ? --g-g- 1011-211 }? x x ii oo- 1s £ 43,1-011 43 -sa 11 411 2.01 �11 POOLE 6 POOLE ARCHITECTURE 2 A5.4 A5.4 ,45.1 3736 Winterfield Road,Suite 102 SIM Midlothian, Virginia 23113 S DS DS D DS DS Telephone 804.225.0215 www.2pa.net 0 0 0 0 _ _ . — _ �.\ ,ff fF .:\ � — AA-0003522 fI r Fi7l �...._. ..._. .....N....._...:...... ........ ........ I I I I :.����`� Ds DS ,''f� [ I �..... _....... � � ^ III Project: 1550.00 LL-L-�j� - -1 X �� � — J��J� I f l_ I l k � CADD File: MSBD Drawn By: ASM Checked By: GA rL Permit Release Set: ......... .......:.... 1 ........ July 22, 2016 f I Construction Release Set: _ o O 2 — O I I _ 3J .. Revisions I I o — — I No. Date Description NIT 1- — o o _ T 1-2-AL 1 ... ... I '�` rpt m 3a 1.1J i ,LNlt Bl-2 5 D _ 8 TYf=.l _ 4 _ 3 I _ A52 SIM, b 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 I4— without prior written consent of Poole&Poole 3.1b Architecture,LLC. DS D 4„ 4,1 To the best of the architects or 4 1-011 43 -011 01-(off engineers knowledge, the plans and specifications comply with the 1071_211 applicable minimum building codes and the applicable fire-safety standards as determined by the local j authority in accordance with 2014 j FBC and Chapter 633 statutes. I I k LDG 4 - Second Floor S gale: 3/16" = 1'-011 Plan 3 107-211 E }� 0 4- 4 ,_0„ 411 431-011 411 201-6110 75 r- E 2 1 1 C E � A5.4 A5.4 A5.1 Sim Q � U S DS DS DS D DS V 00 ( 1 00 o a � F �.' '� Ds Dstuu Z3 401 •� � •� I I ~ No= ca Q C u.. _... ... _ .._.....— _ 3 — - - .Ib TYI�_ . k I _ J IT 1- T — — — 403 — ` A — _ LNIT GI-I-ALT - TY '. — — — — 402 4 TYP. crt _ - - _, - - - - - - - - - - - - - - - - — 7 IF L C — — — — TYP_ [ I r DS DS DS DS _ 11 ' 5� N 3 ,452 Sim, Q a Drawing Title: L3.1b D D BLDG 4 Plans 43 _O l l Lt 411 43'-011 4 01-611 12 40000, 5,0 LU 0 • U_ (D=BLDG 4 - First Floor a W. S :ale: 3/16" = 1'-0" Plan W LU r� i I Ip SOF'ENT CALCULATIONS Wall Legend Seal -� aiG�-� [ fns 4 9 RC?0F� R41. NOTES: PONM er I1lerr�on�il B€�l€ +��2� ec� 13.2 Detail Symbol Description Fire System Sound Sound Thickness Detail RO'OP AREA ROOD`Atm F��A►R" R VENT OUIREMEtTS Q.. N. ROOF FENT PROVIDED(SO.IN) TOTAL PROVIDED Mark Rating Rating Test (Finished) Number - MOM 3:12 AND STEEP3=R ASPI�,41T SHINC�1E WITH UNDERLA�'1'1ENT AND 10E/ISJATER54�IELD A . ,, REQUIRED PER MANUFACTURER INSTALLATION INSTRUCTION TO MAINTAIN WARRANTY. `�' . �"`'. (SO. N. �/'�� "�/� 1"11 ! �, � �C,�. 1N A � Building Separation Wall 2 U-336 N/A N/A 12 1/4 3/A0.2a AE 1,175 169,2 NSA 564 16 MlI VENT`- 288 S .IN 30 F1T�VENT= 285 aIN 573 B Exterior Bearing Wall 1 U-356 N/A N/A VARIES 2/A0.2a 2. SYMBOLS BELOW DENOTES GENERAL LOCATION OF REQUIRED VENTILATION. S '1,144 '164, 36 NSA 549 6 RDGE VENT= 288 Q.IN 30 SOFFIT VENT°� 285 Q.IN 57`3 C Interior Bearing Wall 1 WP-3605 30-34 STC OR 64-8, 2-4-64 4 7/9' 1/AQ.2a 184 2'5.496 NSA 88 6 ROOF ' CALL.VENT"� 51 SO-IN 5 SOFFIT'VENT = 48 QJN ' HIGH D � 98,784 ISA 329 t POP VENT� 254 S+Q.1N �I POP VENT`= 254 SQ IN 508 Note: 3_ (D5) DOiJN5POUT INDICATE5 4"X6" DOLLN5POUT. SE ���� High Ventilation: Cobra Rigid gent 3- 18 5 • In. Net Free Area Per Linear Ft. All Dimensions Are To The Face Of Stud Unless Otherwise Noted. High Ventilation: CCPR-A VENT Roof-2-Wall Vent--8,5 S • n. Net Ree Area / Per Linear Ft. 4, DOWN5POUT5 TO DRAIN TO 5PLA5H BLOCK, TRENCH DRAIN OR ROOF DRAIN PIPING, High Ventilation: Po Vent b Active Ventilation Products Inc.' htt :,//roofvents,00m/ 0 Ventcomm•html`, PV--18- 254 In. Net Free Area � Per Vent RE= CIVIL - ROOF DRAINAGE PLAN Michael R. Poole FL Lic. #AR0016766 Low Ventilation: Trimllne Soffit Vent Strip-�-9.8 Sq. In. Net Free Area / Per Linear' Ft Low Ventilation: Po Vent b Active Ventilation Products Inc.' htt :/roofvents.com/ Ventoomm.htmi , P 18--254 S . In. Net Free Area Per Vent 5. ro GUTTER5 SLOPED TO DOWN5POUT NOT TO EXCEED 40' BETWEEN DOWN5POUT5 i� imp g IN 3 31b x V \ p =x. r - K � 1, 2, 8, 9, FRT ROOF SHEATHING 4' IN EACH 211 211 201 191 DIRECTION FROM 2 DOUR SEPARATION WALL ON SLOPED HOU � POOLE AR(HITUNRE 211 211 DS D5 ROOF SURFACE, PARAPET AND DS DS I I I ALL VERTICAL AND HORIZONTAL I 3736 Winterfield Road Suite 102 — SURFACES (ROOF SIDE ONLY), TYF'. /Of CN/OF 12 / . r ..,..,.,_._,�__„_.__... an, Virginia 23113 (055 - . 3 t '-,' 3 RPT n 4 22 6m 52 Tel .0215 D5 D5 . Telephone 80 5 www.2pa.net 4, 10, WALLS 5ELOW ( I '.. k ..._ ......._\X,/. fi' I WALLS 5ELOW - - ,..__ AA 0003522 255 255 __,... ._._,_ Pro ect. 0.00 1 s3 j 155 *, CAD D File. MS BD \ Drawn By: ASM • j t r... r � ` �\1.k�1 r i 25..w:F"tiV..,,-�,......... qv'3_"i-•�"... w romY,:'.,-.rr.,,,,.. .,,��.......... � \ V '•'._'V.r-:ri}9ztY, 'Xv'"'' = Y!'.'v :a.l.:. Y" ..}�_... # lr' ._R. .}...... ,w,v'.r •1xr:"tay.:' -„` r }yy,�r� .''VN''M'�,<, 6 . "...<nx.<r.;<”r,. 2.4�!.!.1... .,L.�.'E�t,^'G'x 'v„ \ i`, �\. :'` �, ''` ..:.,5• `�.r '�..........:... ....'4.^�' ,. \�. Checked �tgx, - _ Permit Release Set. _� �• u 22, 2016 14 �......,'.c�<'.��a•_...<. �f�,_._.,....._...�.<u..�:;,�...___,. �.<_..<...:::.: _..,.. v i:..., i`:, , \, \: .� `. ! �\ ,'.: ��" .;'r�., c'``'.�'...'�a3c'�^x"l'�cs k� � Q� ;. I DGE VENT s___.___._.....,,.,_..,._..._ .. ... .. RIDGE V N 'k °•,�..�':�. ,... ......._....._.................._............._._._....,. ........_ M� RD E E , \r \ yConstruction Release Set ..... ME x Revisions cv -� _..._. . 6 RIDGE VENT , R:: 6' RIDGE VENT , >M _ -- _........ ` ` Desc l tion o ae r .^ : :¢ M. 1 ....>.. ED ,S i. Permit Comments BLDG 4 Draina e Dia ram �� �,,__._; ,; . , � �,.._ 9�12I1 ,. ._...cat. .... .._... ;_� ....... , E t fl N Scale. 3/32 - 1 0 Plan _ : \ ., Y a , . .. 1l � a .. ,.,,.,,_«,,. ,.. \ " - 1 t x.. A '$ „' '^ur• c. .._,x ,�__ y. J� I I r # \ WALLS 5ELOW _................... ...._.....__ _..... _......_ ..........._.:.._...._..,.... t \r - ! 1 r r t a Y \ r • 1 1 V` ...: ...�' l � 12 S 1 j `, 1 r z \ ,. �... S. 2 ` ....... ....... ..... ..... ....... ......... ... D A 5 _ ..._..,. .... O ,42.5 ` - - - - - D5 - - - - - � ,` PRPT- 6 - ROOF-2-WALL VENT N 0 2016 Poole&Poole Architecture,LLC I Drawings and specifications are and shall remain the 3.1 � F7 property of Poole&Poole Architecture,LLC and shall not I I I be used or reproduced in whole or part in any form without prior written consent of Poole&Poole Architecture,LLC. D5 D5 To the best of the architects or j engineers knowledge, the plans and specifications comply with the SEE: ENGINEERED applicable minimum building codes and the applicable fire-safety SPECIIf%ATIONS standards as determined by the local F authority In accordance with 2014 FBC and Chapter 633 statutes. BLDG 4 - Roof Plan Sc le: 3/16 = 1'-0" Plan � a 3 r+ A 431-011 411 43'-011 4" O 'C •C � E � u' 2 I l �., Q) ,45.4 A5� A5.1 SIM (� '� U DS DS U 00 EI Iz N _ -- UNIT 51-3 I F- IT - Q Cl-3 n►IT C1-3-ALT16 - y 3_lb i I— / � - - IIS DN� 1P3 km 13 13 1 I i� _ � _ — — X31 SON SYSTEM, YP_ o �� TYi~' ALL ROOFTOP CK- 4 TYP_ SEE DETAIL 3/4 3a j 11 12 = 5.0 � 3 -T A52 SIM. ! 1 F3 TYP_ I I: f I I Drawing Title: 3.Ib BLDG 4 Plans 431-011 4" 43'-011 ,{1l 0'-6" 10 10-TI-211 opLU a- O u- j BL G 4 - Third Floor 1 scale: 3/16 = 1'-0" Plan w w I I Seal i SEP G Z'0 1,1 I Michael R. Poole FL Lic. #AR0016766 z y`a t s 1 v,r z� a 3 � C 01 NO �r POOLE 6 POOLE AWITIGUE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: 1550.00 CADD File: MSBD Drawn By: MNW Checked By: GA Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description 1 09/12/16 Permit Comments ©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. � f E 4- 1011-211 Q E C: u 4-l'-7 1/2" 32'—'B 26'-3 1/2e- E 4 _ ___ ...__.w_ _.. U _.. _..__,_._______._V_ _.__._._.__.r..... .... _._._..._, ............ , ................. ............ , ......-------- ...... ......... .......... ... .... ........ ....... ......... ......... ......... e . . ........ ... .................... .......................... cl .i F. _.._._. 4— - -411 501 ------- CID _.. ........... .............. .................. , ....._................_......._................: .........._...._._......,...,............. r Cr TOC 816 TO.O 81 6 .— -4 Fit _ 1 1 - _.--------------..._ tNIT_B1 UNIT c1 it C1 F ........ ......... r r — ..____....._. .__, _...__...._. — __._. ...... Q —3/4 0 —3/4" - _ 3/4 ohm .......... ....... ... ..._. ........ .._... ...... ..-. ... ......... _....... .......... ............ .. ......... ........ ......... ......... ......... .......... ....... .......... ... ..... _...._. . _ �t N 4%00 � cv 2` Drawing Title: BLDG 5 Slab Plans lop- 20 -1011 5 1/2" 12'-1145 -11' 51' 1'-011 13'-2 1/2" 10`11-411 W Iz o ILDC7'* 5 Slab Plan w Scale: 3/1611 = 1'-0" Q Plan w w Walt legend Seal Detail Symbol Descrip ion Fire System Sound Sound Thickness Detail ­-W - Mark Rating Rating Test (Finished) Number A Building Separation Wall 2 U-336 N/A N/A 12 1/4" 3/A0.2a B Exterior Bearing Wall 1 U-356 N/A N/A VARIES 2/A0.2a C Interior Bearing Wall 1 WP-3605 30-34 STC OR 64-8, 2-4-64 4 7/8" 1/A0.2a Note:. SEP 0 9 2013 All Dimensions Are To The Face Of Stud Unless Otherwise Noted. i Michael R. Poole FL Lic. #AR0016766 t F- f .. y 10-1'-211 40 ti - cx� 2�'_611 4" 43'—S(�" 43'-O" .10 3 POOLE t PONE ARNITEGRE 1 3.1 3736 Winterfield Road,Suite 102 Asa Midlothian, Virginia 23113 D5 IDS DS DS D5 D Telephone 804.225.0215 www.2pa.net 0 0 0 O \ — 1 I i AA-05 00322 Ll Project: P �� ; I ��_-�J _ J ,f _ J Ds Ds 15.50.00 \ CADD File: MS BD ,III I Drawn By: ASM Checked By: GA I — — I Permit Release Set: - - _ I...._._.. - - I - - - - - - I — I July 22, 2016 Construction Release Set: ot A 000 TY1='_ I _ 31 Revisions _. . _. _......... . ......... _— No, Date Description 7._._ { - - 2 UNIT Cl-2-ALT UNIT C1-2 I TYPE LNIT BI \ IS D TYP� El ❑ ❑ I 4 N 3 I A52 S IM. ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not Q be used or reproduced in whole or part in any form 1 without prior written consent of Poole&Poole Architecture,I.I.C. DS 3,1 2sa - 4„ 43 -� 4„ 43'-o�� To the best of the architects or engineers knowledge, the plans and specifications comply with the 10,11-211applicable minimum building codes and the applicable fire-safety i standards as determined by the local authority in accordance with 2014 FBC and Chapter 633 statutes. BL G 5 - Second Floor 2 _—Scale: 3/16 = 1'-0'' Plan 10,11-211 �.. 411 411 0 75 3 E � Ary 5� O U I _ Q Q i i - - -- - - - 00 .. ........: ' — E III 70 UNIT 51-1 • - 'L T� Y 5m3 \ \ CID v I 11 It It +- I - - - - - ° Q — — — 3 Q TYP. _ L _ _ — — 3.1 UNIT C1-1-ALT _ LNIT C1-1 502 — — — — 501 F- - - - - - - - - - - - - - - -f r - - - - - - - - - - - - - - IN MI I k I I I I I I I - - - - - - - - - - - - TYP- D D S S DS DS A52 Sim_ 0 o Drawing Title: 1 s D 3.1 BLDG 5 Plans 43'-0" 411 43'-Oil 10-11-211 OWN H ' w p ILL BL G 5 - First Floor V 1 Sc ale: 3 16" = 1'-01' Plan w J W rY I 1 VENT CALCULATIONS 1 -A ua c- d all Legend Seal 1VCs ,NERAL NOTES.,Per It�eim na] Bui Code 2 Section 1203.2 D tail Symbol Description Fire System Sound Sound Thickness Detail . . i. 3:12 AND STEEPER A5PHALT 5HINGLE WITH UNDERLA"ENT AND ICE/WATER5HIELD A5 ROOF AREA ROOF AREA ROOF A�I ROOF VENT REQUIREMENTS O. IN.), ROOF FENT PRQ lD 70.11NITOT>�L. PROVIDW ark Rating Rating Test (Finished) Number 1t . FT. Q. N `1/150 11300 THIGH LOW . N A � Building Separation Wall 2 U-336 N/A N/A 12 1/4' 3/A0.2a REQUIRED PER MANUFACTURER INSTALLATION INSTRUCTION TO MAINTAIN WARRANTY. ' A 686 98,784 ISA 32 PO'VEW; 254 C�,1N 'I POP FENT- 254 SQ-IN 508 B Exterior Bearing Wall 1 U-356 N/A N/A VARIES 2/A0.2a _ _ _ I _ _ _ _ 2. SYMBOLS BELOW DENOTES GENERAL LOCATION OF REQUIRED VENTILATION_ ....... .... 184 26,496 NA 88 6 ROOF-2-WALL VENT= 1 SQ.IN 5 SOFFIT VENT.� 48 SQJ 99 C Interior Bearing Wall 1 WP-3605 30-34 STC OR 64-8, 2-4-64 4 7/8 1/A0.2a C 144 164,736 WA ;549 18 RIDGE VENT= 288 SQ.IN 30 SOFFIT FENT= 285 SWN 573 HIGH 1 16 R IIT_ .IIS SOFFIT VENT= S 3 1 75 � � ISA iD E E 288�t� 3(� �E 28� t�.Il�l �7 I ter Mat] n Cobra Ri id Vent 3- 18 � In. Net Free Area / Per Linear Ft. _ _ _ _ _ _ ote: 3_ (DS) DOWNSPOUT INDICATE5 4"Xlo" DOWNSPOUT. SE ® 9 201 II Dimensions Are To The Face Of Stud Unless Otherwise Noted. Nigh Ventilation. COR-A'SENT Roof-2-Wall yen -8.5�. In. Net Fre,area / Per Linear Ft. 4. DOWNSPOUTS TO DRAIN TO 5PLA5H BLOCK, TRENCH DRAIN OR ROOF DRAIN PIPING/ i - - Michael R. Poole FL Lic. #AR0016766 High Ventilation, Po Vent b Active Ventilation Products Inc. htt //rcfvents,car /po �rentrrn.html x PV-1 8 2 In. Ne# Ire Area 1 Per Vent RE. CIVIL ROOD DRAINAGE FLAN Low Ventilation: Trirnline Soffit Fent Strip—9>5 Sq. In. Net Free Area / Per Linear Ft, Low Ventilation: Pop Ment by Active Ventilation Products Inc.' fhttp://rc�ofvents.ccar�npopventcorn�l,ht �nl), PV-18-2 Sq. In. Net Ree Area ,� P Vert 5_ (" GUTTERS SLOPED TO DOWNSPOUT NOT TO EXCEED 40' BETWEEN DOWN5POUT5 3 k 06 C c 3 Y o t, } 9, 8, 2, 1, FRT ROOT` SI-IEATHINCx 4' IN EACH 191 201 � 5 211 211 UR 211 211 DIRECTION EPAR�ON WALL ON SLOPED 3 i�oo1= SURFACE, PARAPET AND POOLE � POOLE AR(HITEGUE D5 DS 3.1 ALL VERTICAL AND HORIZONTALDS DS i2, CH/0F C4-I� t �`. I I SURFACES (ROOF SIDE ONLY), T . I I ( I 3736 Winterfield Road, Suite 102 655Midlothian, Virginia 23113 .. ...._. ..,.... ..._.- ...... _.... .,..._ ....... ....... ......._ ...._. ........ ....,...- ...__.. .._.... ...._... ....... ....._ ..... .,.... ..__ 3`-6" PRPT. r. Tel 5 ....: .. ......` .....aY.! 10 4a... k.... DS DS Telephone a.net / ! , 255 255 AA- 352 WALLS BELOW ► j . ._ I I WALLS BELOW www.2pa.net _ 483 Project: 155 0 CADD f File: I ASM ,, : M .- 'C ,Y •} � Y\,-_...,,y. _�.. !�.\ f ,\ � /may � . Ww 6T Drawn B ­­�............ Checked By. GA .. .....: '. 'r,'.n„=:t`•2 �£' ...�-t{ze N �' 14 1 Permit Release Set: 3 ,...r.....a` VXi a `• 1, u 2 2016 ..,,. 7�: �": ���-: : �� _ sm r`5•x... `wc-w�."_-=,s -=�F I J �-_ I ..,�-;"v`t�'ro-'>» $� ,�s errs moi;.+ w„c ���"�.-;•.s..�� 2, �. ;\ ;•♦ '. ,f 4 i �a `.Y'- .,dr.a.rS" +•+�5u•..., ,':,a / ..,,5~X..e:c y .< :, RIDGE vEN ,. _._-,,: , :. k �.b.. :. _ _._ - 1 .........,._......._..............._._...._......._........-..._........................_............. .__.. ..............a....':. k.....,.. ................., < _.._.. v ;. RIDGE v - a.:..� t-_ Construction Release Se M: ; he ' x 6' RIDGE VENT - 6' RIDGE VENT :.....:::.:.... - - Revisions t 1 AP Diagram BLDG 1 3 Drainage N Date ♦ _ i E { ............... \4 \ r— .. ....... ...._. .......... f♦. ..-_ .. .....„.. ...-.... :\ / , ,' -ti '-•C %s`=._'.-..:_^:....:: \ gni:�...,_.,-r...,_.._..-._..... - Plan 9/12/1 Permit Comments Scale. 3/32 1 0 a \�, .t ..............................:..... �e W c � '� ...,.y k..-.. , \ \ >' WALLS 5ELOW f 42-5 AZ5 Dal f , a 12 S1 IC �.._ ..._..... ......... _._._.. .....-.... .....__. ....... , + 3 -6 PRPT. ROCX=-2-WALL 1�N-r cv ....... ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not E I I I 3,1 be used or reproduced in whole or part in any form without prior written consent of Poole&Poole Architecture,LLC. D5 DS 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 i standards as determined by the local authority in accordance with 2014 FBC and Chapter 633 statutes. BLD '7 5 - Roof Plan 2 Scale: 3/16 = 1'-0” Plan 1011-211 �. 20'-6'l 4" 43'-0" 4" 43'-0" 0 •� 3 u- 3.1 � A5� U 0 •U /00 0 -t— II 0 ............ _....... _ _ - - a a -- _ — i — — F - - IL it it it 13 ' BISON S'Y'STEM, T`1'P_ — — — — — A ALL gaol=ToP D E cfG. — — — — — — — 3.1 m ...� SEE DETAIL 3/A5.3a TYP_ m UNIT 0I-3-ALT UNIT G1-3 i UNIT Bl-3 12 11 6� 1 I � I 3 I I A52 I I TYP_ I (I I SIM_ I Drawing Title: L 31 BLDG 5 Plans 201- ' 4" 43'-0" 4" 43'-011 Lle#1 11*1 101'-2 � IU W CL De • C U_ O BLD 5 - Third Floor „ = 1'- " Plan W Scale 3/16 0 LU l! I Seal SEP 0 9 HIS Michael R. Poole FL Lic. #AR0016766 Ism C) C NNOil `4 2 t r y \ \ ?'.�4z��...� .r F \ 5 POOLE 6 POOLE AR(HITEGRE 3736 Winterfield Road,Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: 1550.00 CADD File: MSBD Drawn By: MNW Checked By: GA Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description 1 09/12/16 Permit Comments 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 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. 521-411 4`-(0" 43`-4" 41 ............................_..............................-.._............................_... ......-............. ........... _...._._._.....__: ....................: -3/411 l U, V-- .. ........ .. ........ ......... ......... ......... ... .... ......... - U i a 21 E MOM! C0 Cr —4 „t- _ -4 _._......._...._.._._.....v_.,_..,.,..__.__ _..._._......_._._.. v.......... \ \ r _._... _ ^" 1 r ............................. c - a i i.i 0 ............._ .... ...... .. r UNIT 83LNlt 53 z , �F Drawing Title: to yBLDG 6 Slab Plan NJ 131-011 11-0" J'-011 1'-oil p1-V.Q11 J or Of 52'-4" � C;k_-, C4� CL w 00 1z 0 BLDG 6 - Slab Plan a Elk 1 Scale: 3/16 = 1'-0" Plan w w Cie ROOF VENT CALCULATIONS.-AMatic--Buildingg 6. RlOaING GENERAL NOTE_ Wall Legend - Section, Det it Symbol Descri tion Fir t m n n Thickness Detail Per IntI6Mat1oi ' B kin 2W6 X203.2 ap e Sys e Sound Sound 1. 3. 2 AND STEEPER ASPHALT 5HINGLE WITH UNDERLAYMENT AND ICE/WATER5HIELD AS . . ,--�' - - - Mark. Rating Rating Test . (Finished) Number OFAREA ROOF ARE ROOF AREA OF VENT RE UIR ET SCS. �t _ ROOF`VENT PRC�V W(SQ.1N) TOTAL �'F�OVI g g � ) REQUIRED PER MANUFACTURER INSTALLATION INSTRUCTION TO MAINTAIN WARRANTY.S .FT S . IN. 1l" 5t 11 i0 HIGH F24 L OW I A � Building Separation Wall 2 U-336 N/A N/A 12 1/4" 3/A0.2a B Exterior Bearin Wall 1 - N A N A VARIES 2 A0.2a A 925 133 200 IIA 444 13 RI 3GE VEt�T� 234 S .INOFFIT VENT�= 228 SO.IN 482 2. 5 M O S OW NOT 5 � N OCATION OF QUI NTI ATIO g u 356 / / /8 L SEL DE � E ERAL L RE RED VE �. N.. Inter) r nn Wall - - - 2-4- 4 7 1S 205 23 520 N/A 98 7 ROOF WALL VEMIT= 6G SO.INOFFIT VENT� 57' SQ. +I 17 C o Bea g 1 WP 3605 30 34 STC OR 64 8, 64 /8 /A0.2a '�25: X3 ,200 �A 444 'I3 RIC?GE VES`.� 234 S .INC3FFIT VENT� �8 S�.IN �2 HIGH D 205 2 ,520 WA 98 7 ROOF 2- 1ALL VENT= 60 S+ .INOFFIT VENT- 57 Q.IN 1'I7 3. (D5) DOWN5POUT INDICATES 4"Xbll DOWNSPOUT_ Note: S 2016 High Vent]lation: Cobra R!gid Vent 3— 18 . In. Net Free Area ' Per Linear Ft. All Dimensions Are To The Face Of Stud Unless Otherwise Noted. __ _ _ 4. DOWNSPOUTS T High Ventilation: GIA-WENT Roof-2-Wall Vint�-8.5 Sq. In. Net Free Area / Pte' Llr� lr Ft. D P 5 O DRAIN TO SPLASH BLOCK, TRENCH DRAIN OR ROOF DRAIN PIPING Low Ventilation: TrImline SC�ft Vent Strip-- 9,5 S. In. Net Free Area � Per Linear Ft. R CIVIL - ROOF DRAINAGE PLAN Michael R. Poole FL LIc. #AR0016766 5. 6 CUTTERS SLOPED TO DOWNSPOUT NOT TO EXCEED 40 BETWEEN DOWNSPOUTS 1 52'-4" x> ; 3a - 3c, fo42 ro4.2 DS DS DS 26'_O�� �" 26'-ta" Y le D D5 fY Z JC ......... ......... ....... ...... ......... .....�.. ........ ......... .......•. ......... !-� -...... ......_. ......_ .._.... ..._ -..: ,c:..w .v,....4 1.�.......F s i...y,?\5.... ....... ........ ........ ....... .......... .. ......... ...... .._.... ...-... ......... ....... ........ ... .......... LJ C T S• f. z. _ D5 S \ WALLS BELOW .._ Y � DS........... OF t h t 3b, 4a, : �Ft I�► IDS P00�� POOLE AR{HITEtTVRE I, 189 189 g, t � � �, ...�..... __. __.. ._._._ _...._. -._.__ ..__. 3736 Winterfield Road Suite 102 3a, 288 288 `��- L_! ......_.. -.-._. .._.__ _._..... __._. a l �6 I I ROOF=- -wAl_!_ ,rl=l�tt ' — _ — — — Midlothian, Virginia 23113 _._ ._...... ......... _._ __ _._... ...__... u 'a n, 'rg i ROOF= 2 WALL. VENT Telephone 804.225.0215 �._ i T1'P. I www.2pa.net \ \ I AA-0003522 \ I Project: 1550.00 I- __ CADD File: MSBD WALLS 5E IOW b.... x: I __.. .._.... . I�{ 1 00 IV% I I x�r x \.k ? > Y- .\ \.x I t Drawn By. ASM 295 295 Checked By: GA I ( y: '.: LNIT 83-2 uNIT 83-2 /\ Permit Release Set: \ I - -- - ... �._. ._ / \ _... / \ y 22, 2016 tt Construction Release Se I I t: C Y �+3T.... s r .0-v. ="`. .. - -.. qF.s nF`xS-'Yate. _y..-'a:. -._ -xr^ % '4� Ya�'v •`�v� .. r'! ... .. .. �'- _ .. :.. L _ v � \ \ ! � \ �� ��t - �.h.,._ .?a%•Y.z?r?.'1w - '.P_C'x-- ,�se�,y ,may... -,�,. ,v �G'Fti�_t n '. ..�. C ..• i .. z .r r _ ._._ _, , -�, � - �'� _.=:.'F3'._.. :.?�r'vy>MYra'��r':l=-�..L+'.ti m w ..W:n�.e`^�l^ �. �`- :4.. .,t 1 . .�✓-� +'�'\+�.... ,._,.c �.. � y y��, h, ..: . \: '.'�`u_ - ."4"•�' ''SLY.�.+l. 1 �<.� Veh�#'' '.x..��.'�.ey�r�.ra�..4..'�.��...A.��.z'�Yrwra��.r. ��...ms �*.a. �w��.,.caa u..s'�" 3F��' .,.r»����..5. .................�...... .. .. ...r�:�:i���.��Y.3�..,���.,�.a..c.'�::u�a-�.-c.�...«...x:,��' .L�s;��:msc�a;z:a.,�,t�K1�as"c.2.^af�'k&-.2�:..C.4,a,�•�r�xa'- �.:.���.�'�4.�.k..11.6. -- 3.1 3.1 3.1 BLDG 6 Drainage Diagram \ yr MI - -- -- 1 I I I I I I I I ! I I I I I Revisions 5 „ _ „ I DN yy NC1 , Scale: 3/32 - 1 -0 Plan 5$j No. Date Description IIII IlIII I tIIIII tIIII p I �� RiDC E V# NT 13 fi I vd;= VENT r�T _.::...:: .. ., .... m w 7,7 1 09/12/16 Permit Comments nom: :x_ a •,- �. . �. t: "' "- .. a. .,__,» _.... x \.._. __._. raw :.-„n,�.cJ03'=' 3'^ �i:.: _._ .'�`^::: 'her :.. 5 >zh.'= _. 'i.Ew' ..'",....._.......................................:......... ��:. ,��Cc...a� �: i:h .,.�. k_...__.. =-.«„., ..�.c..�.M..,�.' 2,,.w .�'�:`'.:.Y _.:'s3..s.e..'max`' -:, '.rm. :�., '�'.,`a 7 T 1%00 t Z i w \ � ,. � f, P �,i5 •f ...-. R'. t ._ it it i it it M1it it --- .......... .. _..... .... ♦ 1 \ \ TYP :� : "♦ t � �oo 0 0 0 0 o I r \ I `` .....; \ s 1 ` I I ..... ....., ...... .. __. __.. _ .....— _-.-_- ----- ---_... _ __.. _...... ...__._ -__.... .__... ...._ _.._ 1 � 0 2016 Poole&Poole Architecture,LLC ,�,,__ ___,* __k\_ __,_•�_ � _.,�___ I ( Drawings specifications are and shall remain the 9 3 property of Poole&Poole Architecture,LLC and shall not be used or reproduced in whole or part in any form ,� DS without prior written consent of Poole&Poole I i T�13 Architecture,LLC. To the best of the architects or FRT ROOF SHEATHING 4' IN EACH $ engineers knowledge, the plans and DIRECTION FROM 2 HOUR A25 -- specifications comply with the SEPARATION WALL ON SLOPED applicable minimum building codes ROOF SURFACE, PARAPET AND 26`-011 4•` 26'-01i and the applicable fire-safety ALL VERTICAL AND HORIZONTAL standards as determined by the local SURFACES ROOF SIDE ONLY), TYF. authority in accordance with 2014 52'-4" FBC and Chapter 633 statutes. - 3 3 3.1 3,1 BLDG 6 - Roof Plan BLDG 6 - Second Floor 4 Scale: 3/16 _ 1'-0„ 2 - / Phan Scale: 3/16'" = 1' 0" Plan I I� 3J 3.1 521-411 521-41t 10 10 26'-O" 4" 26'-m" 26`-O�� 4" 26'->D" DS DS I- - - - - - - - - - - - - - - - _ - - - - - - - � _ _ - - - - - - _ — _ — � G'S I -�- _ � 0 I i I I 3 I I I S � � i - - - - - - - - - - I _1b T'I'P_ I I I (D 1 -- - - - _ _ _J L - - - - - - - - o U 0 l ry I I Tl'P. � � � m r •U r ; I m 0 / Q UNIT 83-3 OIT 53-3 I •— A I � TrP. 2 4 �I� (-17 _T 2 F_ 7Y _ 3a F1I t I I I I I I Du I I _ Q C V I I I I I 3a 3.1 ( I I I I I i I I (,� / �. I I I I { k I I I ( 3a TYP. I l l i 1 1 1 1 1 L 1 _-- __- _... � � N 1 1 1 1 1 1 I I I 1 I I I � I I I I 1__._.1_..__.x.__...... � )it, x. i . .Y I I I I III o�} 4111 TTI . . III I 0Lit I III K, z UNIT g3-1 I I UNIT B3-1 h01 I ( 602 �_..._ ._.... n BISON SYSTEM, ' I [ I I it T1'i='_ ALL ROOFTOP= TYP, III II DECKS_ SEE DETAIL 3/A5.3a I �.:_......_.._...-. � O �.._......_.._..._ ( II � 0 0 � I I I 12. T1'P_ B Drawing Title: r I BLDG 6 Plans 26'-td" 4 26 -m 26`-m" 4" 26'-011 J. a � w 52'-4" 52'_4" � G 3 3 � u- BLDG 6 - Third Floor ' BLDG 6 - First Floor 3-i LU n 3 Scale: 3 16" = 1'-011 " - N / Plan Scale: 3/16 - 1 -0 Plan w w I i Seal e '—� Anon C 0 Lml Michael R. Poole FL Lic. #AR0016766 4 M � r L _J L_ r: x -..-.................................... .........................................._............._.......-...._...-.............................._..-..................`__................................_........-..-....._....-..............-........-..-..-.......... ........... ..% _ V'-loll .G,'_8" tx'- �;�. x',• � z >.S{i ,�Xz L`'`� i ��; Enlarged R of Plan - Unit B3 at BLDG 6 L __JJ _ , „ POOLE 6 POOLE AWITEGRE Scale 1/2 - 1 0 Section i 3736 Winterfield Road,Suite 102 !, Midlothian, Virginia 23113 '-8" 1_x11 Telephone 804.225.0215 128 www.2pa.net AA-0003522 i Project: 1550.00 .____---- CADD File: MS BD AILS SPACED Su +�C ' THAT A 4" SPHERE Drawn By. ASM SHALL NOT BE ALLOWED Checked B GA \ Enlarged Roof Plan - Unit C1 TO PASS THROUGH v' I � 4 Permit Release Set: �- Seale 1/2 = 1'-0" Section July 22, 2016 on-- ---. _ -_--- _� Construction Release ru Set. 2 x6 PT WOOD fRevisions I I I I \ / 2x4 PT WOOD - , .• ` ,= I ! I Yw ! No. Date Description (Ox(O PT WOOD 2x4 PT WOOD ___�_ ___�____- ._�� -.�__ __- �_ _� ___-____��_ Tw_R__- _ ^ __.�_-_.�____- _ �� _ --Tv �- ,=' .f , :' ` 1 1 09/12/16 Permit Comments IIf,'s.;4 ,;,-•:w .a _ f _..._.................................................. ........ _-......._..._.... .........._.-................_...-......._..........................-._ ....... _.._............... .-............._..._._. ....--..._............ ..._...._._...... ..._._.........-._.-__..................................._......._.. ..._........ ....................-.......... ------------.............._........_.........- _.-_-.-_ _ .._.... ........... -....._... ....._....... ...._ _. EO UIR- EDf' METAL STRAPPING OR STRUCTURAL SHEATHING MUST BE , OMECTED PRIOR TO CONCEALMENT` EQ EQ_ - A. Enlar ed PI n Unit B3 at BLDG 6 BOTTOM RAIL SPACED �. - . SUCH THAT A 2" SPHERE Scale 1/2" = i' Section ., .... _ RX :_. .� :,- ._: v. .t_ SHALL NOT BE ALLOWED TO FIA55 THROUGH I ! - Ii I _..-......._.._.....-..._._-........_..__.-..._..-...._.._.._._-......._._..-.._..__..-.._... ..................._..-......-_._...__......_._...................__....................__......_._......................... ... __.._......_-........._............_......-...._..-...................._....._...............-_..-.....-._..............-.................................................................«..._.-............._._...................-.................._-..-..-..._._..,.._......_.............._.._.....................-.......... .-- I�I r ! ! D __._...._ ._......................._........._....__.-._. .................. ...... ............ f 7 : — I __ ___ _ 0 2016 Poole&Poole Architecture,LLC ..................._.......__...................................-......-....................:___...._..__._.............. _: Drawings and specifications are and shall remain the I j 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. 3 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 T pical Railing standards as determined by the local 0 ,f _ 11 : authority in accordance with 2014 Scale: 3/4 - 1 -0 Detail FBC and Chapter 633 statutes. ICE/WATER SHIELD - �� EXTEND FROM EAVE`S EDGE TO 24" INSIDE Ta EXTERIOR WALL LINE MINIMUM r \` PLYWOOD ... ............ ... ... ... t : _ — — — — — I NO BRICK AT THE UNIT B2 Y, . GARAGE DOOR LOCATIONS. a ;t "Q.... ....... 7F) I a 7G_._.__... _ J 4— V-41' -1'-4" 1'-4" u- 911 TYP_ 1'-0" TYP_ _ Q) • 2X4 TRUSS SRIGK I • = 14 CONNECTION THROUGH SOLID BLOCKING PER SUB-FASCIA STRUCTURAL ZIP SYSTEM WALL Enla ed Roof Trellis Plan - Unit C1 Alt SHEATHING --- - Enlarged Roof Trellis Plan - Unit B3 6 3 .0 Ice/Water Shield at Valle 12 .' r Scale 1/2 - 1 -0 Section Scale 1/2 = 1 -0 Section \ C: Not to Scale Isometric Detail CIO ARCH(TECTURAL `� s.- ;s SHF— :: *15 FELT PAPER ��•; <::,�-: � ::: ::,�, 7/16" OSB �- I ;l`' Cr A2.5 C:IL EXTERIOR f SHEATHING / P.T_ 2X6 _ --' SPACING PER STRUCTURAL 1 GALVANIZEDko ;F STEEL DRIP EDGE TOP OF BRACKET V-2" A.FF_ EN RY 5/4X6 CEMENT_ 8'-1 1/4" AFF_ 01 TRIM ON 2X6 I _� GARAGE LOCATIONS f :. SUB-FASCIA 0 -- 2X HEADER PER STRUCTURAL Enlarged Roof Plan - Unit B3 CEMENT PANEL �~ P.T_ 4X4 , — Seale 1/2 1'-0" Section CONNECTION - THROUGH SOLID cv BLOCKING PER OPENING MUST BE LARGER STRUCTURAL .'S THAN LARGEST PIECE OF METAL TIES AS EQUIPMENT 22 1/2 n SPECIFIED PER STRUCTURAL X 36 1/2" TYP_ 1=-T- 4X4 TRUSSES 2.411 Off. _ v Drawing Title: Roof Details 2'-3 Enlarged Plans ``" \` U.L. LISTED FIRE RATED ACCESS PANEL Canopy Details 16 GA_ GALV. MTL. PAINTED FRAME WITH 1 -4 KEY OPER 1 ATED LOCK AND SPRING 1 II DOOR CLOSER ON 20 GA_ PANEL I ' 1 '� TYP_ DOOR WITH CONTINUOUS HINGE, CLASS f Cie Uj 5, 1-1/2 HOUR RATED iI. 0 "_ Typical Can o Enlar ed Roof Trellis Plan - Unit C1 Access Panel One (AP1 ) at Ceiling a 9 Scale: 1 1 2" = 1'- " 5 / 0 Detail Scale /2" = 1'-0" Section Scare 1-1/2" = 1'-0" Section w LU Material Schedule Seal Location Color TRIM By Owner FIELD By Owner BRICK ner Notes:*All finishes to be approved by owner.*All finishes and colors to return to inside corner. Michael R. Poole Fl Lic. #AROO 1 6766. q411116. 111111b,. ..........HE & P009 Ar,j(HITKIRE 3736 Winterfield Road,Ste. 102 Midlothian., Virginia 23113 Telephone 804.225.0215 www.2pa.net Project: 1550.00 CADD File:Drawn By: MNW/ASM Checked By: GA Permit Set Release Date: July 22, 2016 Z&2 Construction Release Date: '%A5.3a 5.3 __'qkA5.3a1 Revisions No. Date Description 1 09/12/16 Permit Comments TOP OF PLATE TOP OF WINDOW 00 ----- ......------- -----A5.Od --------------00 I00 ASI RFl Revisions TOP OF SUBFLOOR - ------ No. Date Description TOP OF PLATE -- ------ ------TOP OF WINDOW 60 -------- ---- .... ...... ....... ------00 ------------ ------- ---- ---- ------- ------- ----- ------ -------------------- ---------- - -- ------ ...00 ---- ------------ ------ --------- - ------..... ------ -- --- -------- ----- ---k.0 ----- -- ----- -- ----- ------*TOP OF SUBFLOOR 201 5 Poole&Poole ArcKitecture,LLC 4;4 ;4 Drawings and specifications are and shall remain the TOP OF PLATE AJ. property of Poole&Poole Architecture,LLC and shall not be used or reproduced in whole or part in any form — - ------- ---- --- ------ without pfior written consent of Poole Poole tun Architecture,LLC. TOP OF WINDOW ------------------- ------00 To the best of the architects or engineers - ------ -------- ------- ... knowledge,the plans and specifications------- ------N 00 ---------------- comply with the applicable minimum -safety building codes and the applicable fire --- ------- standards as determined by the local ---------------- ----- ----- -----:> --- ---- authority in accordance with 2014 FBC and 00 Chapter 633 statutes, --_------- ...----------------------- ------------------------------------------- ......TOP OF SLAB UNIT B3 UNIT B3 UNIT B3 Building 6 - Right Elevation Building 6 - Rear Elevation 3 I Scale: 3/16 1 0 Elevation Scale: 3/16 1 -0 Elevation >1 0 0 E c-W U_ E 0 0 >0 F_5 Co /02 -444A5.3b GL<Cr- - - - - - - ------TOP OF PLATE .. .. ------TOP OF WINDOW 10 ------ ...... .. ......... ......------------ - ------V5.0 ----- ----- ------- ----- -----00 00 bo TOP OF SUBFLOOR TOP OF PLATE ---TOP OF WINDOW 00 ..........00 T-4 ------ ------ ...... -------- ------ --- ----------------00 .z ------ ----------- ----- ----- ----------------- ----- ----- -- ----- ------- -------- --- ------ ----- -- ----------------- ------ ..... ------ ...... ----------- ------------ ---- +TOP OF SUBFLOOR .... . .. ----. ...... -.z r) A3.0 ----- ------TOP OF PLATE Down,-- ----- -- ----- ---------- ---------wpm TOP OF WINDOW 00 -- ------- ----- 6------ ------ --- ------ - - _------ 7 N 00 - ------- LEM. ............. ...... . ............... ---------- . ....... . - --------------A Od...... ...... .......................... ......................---- ------ ---- ...................... ............... ------------ . ............................---- ------ ------ ------ --------------- ....................... ............. ............. ..........-C) ................... ......----------- ......------- ----- ---------------------00 -------- ....... . .... ...........------------ .........---- ------ ....................... ........----------- ------------------------------ ....... ........... ........I Drawing Title: --------------------------- ---------- ............. .........................TOP OF SLAB ---- --lExterior Elevations ..........---.. ...... ............ . ­­ ...... -- ----------............... ---------------- ......Mid— Building 6 UNIT B3 UNIT B3 UNIT B3 41Q� ry Building 6 - Left Elevation 2 Building 6 - Front Elevation U_ Scale: 3/16 I 0 Elevation Scale: 3/16 1 -0 Elevation 0 A39 I Q UJ V) UJ 11i ry i Seal J o , Michael R. Poole FL Lic. #AR0016766 z t MR JIM SK 7 _ k by < p 2 \ y - .,:..% .z,..v-�Y:.. ,.u-,tti.._t•.t ....nw...t�,,.C. 3,n.iE:.\y- _..'r.- POOLE 6 POOLE ANITEGRE 3736 Winterfield Road,Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: 1550.00 Ix PICKETS SPACED u QC CADD File: MSVRT SUCH THAT A '4" SPHERE a t�, 1011 SHALL NOT BE ALLOWED ' (MIN) Drawn By: ASM ft �- TO PA55 THROUGH Checked By: GA BOTTOM RAIL SPACED Permit Release Set: SUCH THAT A 2 11SPHERE t- SHALL NOT BE ALLOWED July 22, 2016 TO PASS THROUGH Construction Release Set: Railing Handrail Revisions 8 Scale. 3/4-' 1' 0" Detail_ - 7 Scale: 3/4" = 1'-0" Detail No. Date Description 1 09/12/16 Permit Comments i SEE PLAN Iz I� 1-1/2" DIA. HANDRAIL 1 2 RETURN TO WALL AT TOP AND BOTTOM"l 1011 PREFAB HANDRA I L (MIN) I 5UPPORT BRACKETS AT 41-011 O_C_ (T` f=) m � FASTENER r 2X BLOCKING STUD WALL ®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. Handrail Handrail To the best of the architects or engineers knowledge, the plans and Scale. 3/4" 1'-0" Detail Scale: 3- t it 5 4" = 1'-0'' Detail 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. 1l r� :� ,, l iii �1 \ ; \ i+ ;j 11 V 1, jP 'i �� 't f i !l �: f �: J` I I I I i I / Ir i it ii IITT I. ..•... ` 4 0.1........ %J /Z ___._ _ _......................._.._....._..-. 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Project: 1550.00 CADD File: MSVRT Drawn By: ASM Checked By: GA Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description I i I I I 51—x(11 51-0 1/211 V �'t I 10 TREADS a loll EA, i C�2016 Poole&Poole Architecture,LLC gE ( i Drawings and specifications are and shall remain the I I I I I I I I I f property of Poole&Poole Architecture,LLC and shall not f � 4be used or reproduced in whole or part in any form - without prior written consent of Poole&Poole I' Architecture,LLC e G �;__.... _._... I I I I I I I I I I ! . To the best of the architects or engineers knowledge, the plans and I = specifications comply with the _ H�I I f _ f � �I I I I � odes applicable minimum building c X .._. ._...._ _.... r - ,;' 0 and the applicable fire safety standards as determined by the local I a authority in accordance with 2014 ti .u> FSC and Chapter 633 statutes. 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Ccs f - � �-- _ �� � OF THE FLORIDA BUILDING CODE T 1 �n UF t itE I 1I C 1cr Y._. ..._._.._....re......_...._.r_..wr........�.......,v- CD LL r G h L_- / -_ y_....� } _ I i i c.' � I c i ............. /J111 I _ -:.-._:....:...__._:.:..._._...._................_ / �1 TREADS EA _...... .......... ...... _ ................. _ _........__.................._:_......_......._._._.........._ Unit B3 Stair - Second Floor Scale: 1/4 - 1 -0 Plan z F / � = x ' ! I , u.t ,- r z _' �,• i � tx - 0- 0 m ^.. O t-- 15'-/7111 la TREADS w loll EA, i is .: ii �' i ,- ..........................._.......:..._................_._....... _.. ._..........._...._............................._..........._....__............................_. ..........._..............._._....................................__..._., i �ITTI I I I I Iup ,, k m Drawing Title: ._.........._...........:... f , K ...... _..... M I D I 1 .1_1__1__1 Unit B3 y • ; ,. /<..__.\� ,� �� . ......._ ... I Plans Sections P I & Unit B3 Stair Unit B3 Stair - First Floor ,. o 4 " _ '- " Section Scale: 1 4" = 1'-0" Plan • `� Scale. 3/8 1 0 / o w w W Seal d SEP 0 9 2016 Michael R. Poole FL Lic. 4AR0016766 YA t \ Pill! Y y \7 '- r.,.Yn FS- l i Y ENO POOLE 6 POOLE ARCHITECTURE 3736 Winterfield Road,Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: 1550.00 CADD File: MSVRT Drawn By: ASM Checked By: GA Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shalt 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. .k I to �z � II i STAIRWAY CONSTRUCTION SMALL BE AS PER SECTION I OF THE FLORIDA BUILDING CODE Y , s � 1.�//{yy} J, / - r Ll \\ f` / rf \ rr \ r /� 77 I.! 0 U_ O V W Q - / -"5 ._...-..,._.._.._.....-......_...._..................__..,_........._..,............_.........._......_........._..- 4 �-- ,�: U _-. _._... ..-_. ._...... ......... ....... _..... 01 ...... ,., .. r "..�>_� i �...._.........__._...._.. ....__._._. ..._.... .._............... r�, Ca ;. ................... I ,f Z..................... 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Poole FL Lic. #AROO16766 4" STRAIGHT FLASH 1-1/2" TYPE G DRY LLL SHEATHING 2-5/8" TYPE W OR 5 - r e SCREWS,24" O_C_ ALONG SCREWS,OR 8D COATED E 4 4" NOMINALNAILS,24" O . E ONE SIDE OF JOINT VINYL OR METAL SEALANT x x CONTROL JOINT THREE 5/611 TYPE X ' GYPSUM B ARU STRIPS i' //; `\ .r`" � \ \ r \ � � � :-•---.., , \. f-- � ,--. �,__...� J .../!/ 1 Hour G sum Wall Ex ansron Shear Wall Y Kx \ }}{ !� //'�- J 1 Scale: 3.. 1�_0« Detail t r S/8" X 3-1/2" TYPE X FURRING CHANNEL Scale: 3" = 1'-0" Detail POOLE 6 POOLE ARCHITECTURE GYPSUM BOARD STRIP 3736 Winterfield Road,Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 . . www.2pa.net Garage Ceiling ZIP SYSTEMSSHEATHING-WALL TRANSITION T FIFE ZIP SYSTEMS ALL AT TYPICAL ELECTRICAL www.2pa.net WT=51 Scale: 3" - 1 -o Detail RETARDANT TREATED PANELS (FER"IllillWT=5 PENETRATIONP=7 Project: 1550.00 } CADD File: MSDETL " tALt At� �L�F ZIP g MOSHE_AT LING Drawn By: ASM OR LT GA. STUDS?IP SYSTEMSSHEATHING WINDOWSILL FLASHING �'IT-I ZIP QIP SYSTEMSSHEATHING �'IHC� WSILL �'L �HI1G WITH ZIPW �' �- .� Checked By: GA SYSTEMTMSTRETCH TAPE 1 OP - Opflon A W.1 SYSTEMTMSTRETCH TAPEOF ` - Option � Permit Release Set: E July 22, 2016 Construction Release Set: WAILL SII' SE �THN LV IrtNIMO 3 WALL COVERING �I� TE LT.GAUGE METAL tilt SHEATHI APPROVED TO ME Li 'H OR LT.O�METAL STe G,+E'ItEI`«I WALL.SHEATH I Revisions No. Date Description ` . R#)dwillil WHOM ATI:i'+IaFII:1Tl►.,E�ER al�'�INCH GAP'REiCO14 MENDED AT �NM TI I III xI T€P PANEL EDGE UNLESS SYSTEM P�tAI9>AL I>UST W ,rr. �iERVYIEE PROVIDED BY W tWM I TAPED rH M 4-INCH I LY TYPE i i FELT KIT � MAY K� aYSTEr�I T� MACHINED PROFILED EPEE APPROVED WA7WW-M TO F'Y I II 50 I t t t�TOZP SYSTEM" �'I H TAPE M"L a.11 l :IIS s YST" INSTALL.ZIP SYSTEM TAPE OR WEND UP �,►LNr�1 J1 E�I�3 ONTO FACE ZIP TAPE t I TA�iLLED�,�LL 64NC ADHESIE BACKED FLASHING(MUST j SYSTEM SHEATHING G A W lMUM Jaws IH ZP Irl'PNITBO 24NC � � MEET AAIi1�1A 71 DR ACS 48)IN SEQUENCE FROM BOTTOM,SIDES, FIDE RETARDANT WALL THEN TOP TO ENSURE SHINGLE LAIC SHEATI i PANEL. ,�' ADHESIVE EKED FLASHING TAPE FITS TIGHTLY INTO I ZIP;�E'y�"'rEl TAPE (INSTALLED OVER ALL JOINTS lei ZIPS SYSTEMO � All' I 8 N FIILE SHEATHING) . ITAIr1T #�LI•�T e A* PANEL ANDMIPSYSTEM STRETCH APPLY ZIP BYSTEh�"� � '�':� ,� � �: � GT�H TAPE AT�iL"tR�11E P'P1,IC� � � � � �. I�1E�,7'I•IIRIti PANEL .• OVERLAP TAPE A I�AIhIiA�i3JlIF E9 Tib AI�L'Y`Ikar SIDE AND F�'r' : . WALL SECTION& 'I-INDI-i AT ALL T-JOINTS "• "*'" ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the � E FLANGED VENT Ham$ property of Poole&Poole Architecture,LLC and shall not be used or reproduced in whole or part in any form WA'I'EPARE lsllE tTVI BArIIIEER TO without prior written consent of Poole&Poole i�ND ��TL°LI Architecture,LLC. SHEAT+ i I�TERIZIR�T1:Ed'� T a ' �PANEL To the best of the architects or T�ON WINWN SILL ?FRE I FFMY THE CENTEROF'OLL � � � � engineers knowledge, the plans and specifications comply with the applicable minimum building codes and the applicable tire-safety standards as determined by the local authority in accordance with 2014 FBC and Chapter 633 statutes. ��NOT TO ALE ��G NOT T MALE i i ON=I MS Dail Taylor D� EIS� � I � os:1 i Dail Taylor DM WWOOD}y I< � _ Sub �S b qty NC 28M ��� � ��-���t NC J�� � a � . +�. 37L �-'+wit I��.y SWOODS SHEAT1411 #fie"AP11 Telsp"II�ns: .gU9220-4V .gp6y*ft 'fit SHEATHING TAM T pia: M. .www I m Ti�1 - n r s labs n rL u a may n applya�I'� I I OW in a O- r� P e may rot,I� DRA11INO NOT SCALE DRAWING�1•TO every 1kI rI. Man of oWrer s eep no r�nlslibilky or lid tor the use �e or other con*u�Ia de li. every ftetlion. MarilL wtur�r a ptly r re�l�ibility ger`liable fbr the�I these or mer owntruction deme. tl O i .110025 OWd T�� EI Mile 1 D Dam Taylor Drive y " I �-Chary Ewit4>>alsl �+1� Sults -� E� ZipPanel To FRT Panel Vent Penetration H TIPS. I*3.i=-� II ATI I TA T 3 2 �'. `���-��' .� Scale: NTS Detail Scale: NTS Detail I are In on u a rl y a yTi �n . I is Ire O a I' a rr iy *wry 10 e situation. I enuul`aftrer r1 pond or lability ft of t#�or other oongtru ion details. eve a n. 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MALI F L�Ml M AT TME EILL I LST 2 MM MM FRI T o. Ike t I ! . DRAINAGE.TI�t�,>+P9I�UGTSE r ND IM TOM T~T. tPl AW OF VONDO r Z FROM THE INTI,NAIL�PMOSM I�L''��AIh1E 4 FIDOW F: T �II5119I LOW PIRI i URS PALYURETHiAIS FIJI WME EN 1 I� I NINE TO MAWAIN 971I+tIJrY OF THE earWWAMMI I�AND l OUCH€PIS TO reiNIIerTAN�NURY IF THE 1�4iRRl1�. IF IE T �T�91�1.M i> I.II�Di;F'�9I:1'IlIGETf1+41I<I', SEALANrUBE A CAULK I»I"IT I�ATIGLE Wf H FLAONI�IOB ATTHE 8i1LLAM TIDE 1 AR IF IE'TIO TO�FOR L OF P :� E{ � ��8'�BTBr +fiAl�IS ll�t AT T I91N.L Trffi dAr�IBa, LJEE A OW. �x I ATt �FANGS AT THE GILL SAND THE IAS, IF P spa TAPE IG�I AT The GILL D T1 �, � IIlJI'YL."W OMMOR IftTIRltlt �A OWT TIDE GE ALAtttE, PGL"' FRTHAN9,IlII,11'fYL,MLS GIU Drawing n Title: 2rI�dT�lFw�TA,�� g IPAT1 s PDL SUM,AND SILICONE. � wu�re�s�c�T,�t� � arl�i19f4�lfllft✓E TI,>s�. USM IV FLAMM �* ��� ��00 � ��WALAMU AM A SEALANT COMPATNU VM,MANA �HE RJAN". Typical Details i*l+>a T USE L,ATU B LA►r"�Ililfl#ZP�T •IPI���T�►IPE,�f T IE MAW Wt M SW NAMNO NW O OMWNG WT TO SCAM �Imo"TO I�Di� z e- Was :1 DsvW Tater n x:1025 D9vW Ta D&,e x:10925[a #7s ar - :1 Ian T o' ��° ._ E a 4 > ��+ _ ESN "" _ ESI _ _B Eur� 2Dive � � �� DI�Iri�e�ND � i �� Dlh��,�� � �. SHEATHING&T SHEATHING&TAPS _ e .STI Tepee.�. �.� - rr ,iI �I EA1rI�tN� �°�� T�eplsane.i�. l. - .� � ;�HEATH�� `�� TeJI�piI �. �. -�. , These Corse a lI p in instalI e e may n aPR y eels constructionI� n Installation a an may n y e F are pry e p e. may a e n are pry a ra a u e rTl�y a w OVWY alt a lost. M rrur�Ill rer Ian no re n or I�Ibl for the use of#me or I�conlion trin detalk. a 81tulEton. ct p every 11nIIrer alb no rIIIIarIllty or lslbl�y tcx ull� thll�e�I'��Itntrl 1�. a�rsry IlG�L�ItIi3I�. �lenlufa�ttr IE��I�� Isibllfky�Ilty f�f°thi;a I9 1�f#heels or�thh�Ilr ne#�r �n sib. a��a�leltllan• 11+Iat�uI 'accepts r� �Iblllty ISI"Maty I°the IaII� the car other I�IrI ; � O • I� w Zi System Tape Installation Sequence Q 1 W Not to Scale Detail Seal <, ha" TYPE 'X'GYPSUM - WALLBOARD METAL TIES AS INSULATION PER TABLE - � SPECIFIED PER ON SHEET A0,1 STRUCTURAL ZIP SYSTEM WALL OCT 21 2016 MODULAR BRICK SHEATHING RUNNING BONA ZIP SYSTEM WALL SHEATHINGMichael R. Poole FL Lic. #AR0016766 DBL.2X WD lir DBL.1X WE) HEADER RE: STR HEADER RE: STR MODULAR BRICK METAL TIES AS CEMENTITIOU5 LAP SOLDIER COURSE ZIP SYSTEM TAPING SPECIFIED PER SIDING STRUCTURAL ZIP SYSTEM WALL MODULAR BRICK I SHEATHING STRAIGHT FLASHING RUNNING BOND ' i WEEP-HOLES PER ' MODULAR BRICK ZIP SYSTEM TAPE SPECIFICATIONS SOLDIER COURSE I ; BEDDING SEALANT 1 ; I/4°MIN,GAP UNDER WINDOW FIN ZIP SYSTEM TAPE " i PREFINSIHED STRAIGHT FLASHING ' ALUMINUM FLASHING ---------- � METAL FLASHING - ����� DRYWALL RETURN POOLE 6 GOOLE AR(HITIGUE WEEP-HOLES PER ' SET IN BED OF ,` .<:.,.y' SPECIFICATIONS i SEALANT SCHEDULED WINDOW 3736 Winterfield Road,Suite 102 5/4X2 CEMENTITIOUS STEEL SHELF ANGLE Midlothian, Virginia 23113 STEEL SHELF ANGLE TRIM RE: STRUCTURAL Telephone 804.225.0215 RE: STRUCTURAL PREFINSIHED 5/4X8 CEMENTITIOUS AA0003522t ALUMINUM FLASHING TRIMWindow Header at Brick - ------ r4k I ,� 1. til Project: Scale: 3 = -0 Detail 1550.00 CADD File: MSDETL Drawn B : 1X CEMENT.TRIM ; _ _._ _ y ASM i 1 BACKER ROD Checked By: GA AND SEALANT IX2 BRICK MOLD Permit Release Set: MODULAR VENEER ,July 22, 2016 ZIP SYSTEM Construction Release Set: Header at Brick Wall 2 WALL SHEATHING ZIP SYSTEM TAPE Scale: 3 - 1 -0 Detail Revisions BEDDING SEALANT '------ No. Date Description UNDER WINDOW FIN 1 09/12/16 Permit Comments l2)ZX4 PERT. STUDS AT ROUGH 2 10/21/16 Permit Comments OPENING(TYP.) DRYWALL RETURN INSULATION PER TABLE /ll TYPE .X. ON SHEET A01 _ GYPSUM WALLBOARD 2x4 WOOD SCUD 1.. WALL FRAMING PRE-CAST WALL CAP Window Jamb at Brick 3 Scale: " _ 1 I_ , a e. 3 0' Detail r-- -----------� 1 1 VENT-HOLES AT i i SCHEDULED WINDOW 24" D.C. 1 i CAULK/SEALANT HORIZONTALLY U BEDDING SEALANT 1 5/4X4 CEMENTITIOUS MODULAR BRICK UNDER WINDOW FIN TRIM ROWLOCK COURSE ZIP SYSTEM TAPE SLOPE TO DRAIN 150 STRAIGHT FLASH 1 SEALANT MINIMUM 1 1 ®2016 Poole&Poole Architecture,LLC METAL LIES AS 1 j ZIP SYSTEM WALL FILL CAVITY WITH Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not ' SHEATHING MORTAR TO BASE ___ —_.. be used or reproduced in whole or part In any form SPECIFIED PER OF WEEP i w' PAINT GRADE FJD IXro SILL without prior written consent of Poole&Poole STRUCTURAL CEMENTITIOUS 1 Architecture,I.I.C. ZIP SYSTEM WALL LAP SIDING WEEP-HOLES AT 24" To the best of the architects or oL_HORIZONTALLY SHEATHING ; PAINT GRADE FJD IX2 APRON engineers knowledge, the pians and MODULAR BRICK i specifications comply with the RUNNING BOND i 2x4 WOOD SCUD applicable minimum building codes 1 { and the applicable fire-safety 1" 1 WALL FRAMING 1 standards as determined by the local PREFINSIHED ; V TYPE 'X' GYPSUM authority in accordance with 2014 /IVALUMINUM FLASHING --------___ ;, WALLBOARD FBC and Chapter 633 statutes. METAL TIES AS V2 SPECIFIED PER STRUCTURAL INSULATION PER TABLE 2 MODULAR BRICK ON SHEET A0.1 Sill at Brick Wal! RUNNING BOND Scale: 3 - 1 -0' Detail ZIP SYSTEM WALL SHEATHING F-14GINEEIIED g TYPE 'X'GYPSUM sm WALLBOARD Window Sill at Brick NSPECIFICATIO METAL TIES AS _ �4,,. INSULATION t � „ _ � �� � ' L PER ABLE Scale: 3 - 1 -0 Detail 0 SPECIFIED PER ON SHEET AO.1 ..� STRUCTURAL - 0 ZIP SYSTEM WALL Q MODULAR BRICK SHEATHING RUNNING BOND E c: LL-% -C DBL.2X WD MODULAR BRICK o V 1° HEADER RE: STIR RUNNING BONA MODULAR BRICK 1 (u SOLDIER COURSE1 ;+' ZIP SYSTEM WALL �/ LD ER �„ :',; ZIP SYSTEM TAPE SHEATHING c Q} co 2 •� METAL TIES AS 4— STRAIGHT FLASHING SPECIFIED PER C 1 STRUCTURAL 0 WEEP-HOLES PER -- SPECIFICATIONS :`= (" AIR SPACE BEDDING SEALANT ZIP SYSTEM TAPE %" TYPE 'X'GYPSUM UNDER WINDOW FIN 8 PE ._ WALLBOARD C PREFINSIHED f 2x4 WOOD STUD WALL :.: -�_ � ., FRAMING a ALUMINUM FLASHING ___ '' MORTAR NET f INSULATION PER TABLE MEMBRANE FLASHING ON SHEET AO.1 DEPS a 24" O.C. � 1X4 BASE TRIM STEEL SHELF ANGLE HORIZONTALLY RE= STRUCTURAL IX4 WOOD TRIM GROUT CAVITY SOLID i PT.SILL PLATE SEALANT AND BELOW GRADE BACKER RDD SCHEDULED GRADE TO BE A CONCRETE FOUNDATION DOOR MIN.OF 8" BELOW I RE: STRUCTURAL FIN,FLOOR COMPACTED FILL 6 MIL VAPOR BARRIER Door Header at Brick SLOPE 6 Scale: .r _ 1.01 Sc : 3 1Detail MODULAR BRICK VENEER /� � - - - - - - ZiP SYSTEM 2 x 4 HARDIE ARTISAN TRIM / WALL SHEATHING BACKER ROD / AND SEALANT MODULAR BRICK VENEER STUDS AT ROUGH SEALANT OPENING(TYP.) ZIP SYSTEM i WALLZIP S STEM SHEATHING STRAIGHT FLASH CAPE CEMENT.LAP --- ----� SIDING Drawing Title: 5/4X4 GEMENT. Typical Details TRIM __ _ _ . _:_ ____ ___ _____ (2)2X4 VERT. SEALANT ---- STUDS AT ROUGH / OPENING(TYP.) ------ >;/�� TYPE 'X' INSULATION PER TABLE GYPSUM ON SHEET ,b,01k WALLBOARD a- w 2 IX4 WOOD TRIM o • LL- Brick Jamb Door Jamb at Brick T . Ed e of Slab LU LU 4 9 Scale: 3" = 1'-0" Detail J` Scale: 3" = 1'-0" Detail Scale: 3" = 1'-0" Detail w LU Seal ZIP SYSTEM TAPE t _.._.......__..............._..._......_._.._.............__...._........_.._...... ZIP SYSTEM WALL SHEATHING GEMENTITIOUS LAP - SIDING S � CEMENTITIOUS LJ SIDING _ n 1/4"MIN.GAP METAL FLASHING t I WALLBOARDGYPSUM / `�` _._ Michael R. Poole FL Lic. #AR0016766 / TYPE X GYPSUM - % WA L BOARD `/ --- 514X2 GEMENTITIOUS - 2X FRAMING \` TRIM ZIP,SYSTEM WALL 5/4X6 5/4X8 CEMENTITIOUSSHEATHING / C ENTITIOUS TRIMTRIM _......................................_....._....-_.............. t z ZIP SYSTEM TAPE i INSULATION PERy~ TABLE ON SHEET AO.I = CONT.CAULK BEAD21 DBL.2X WD HEADER y 5/4X(o CEMENTITIOUS .. _.i' RE: STRUCTURAL . F TRIMF r -i i s s EMENTITIOUS LAP DING a ' '` l r ' ` / ` f rte:::..\. z. s�<: i -y yz'r•.>j r _' � 7- ' rcz . TRIM PER PLANS > P SYSTEM STEM WALL J ` j Z , SHEATHING SCHEDULED - ----_ _ _ - ZIP SYSTEM TAPE 2x4 WOOD STUD POOLE POOLE ARCHITECTURE DOOR CONT.CAULK BEAD 5/4X6 CEMENTITIOUS I '- W,4�-L FRAMINcrt 3736 Winterfield Road,Suite 102 TRIM SEALANT i :-`` INSULATION PER TABLE ON Midlothian, Virginia 23113 l BACKER ROE) l SHEET A0.1 Telephone 804.225.0215 ` .. 1/4"MIN.GAP I ' AND SEALANT www.2pa.net J _ ._._ ._._..___._._._._..............._.._._. f / -- -- %11 TYPE 'X' GYPSUM WALL AA-0003522 Gara e Door Header SCHEDULED WINDOW _......_............._..... .... ..... .::......._.._._.. CEMENTITIOUS Outside Corner Cementitious Sidin ,. BOARD Is 7 PANEL WITH IX2 METAL FLASHING '' :y. Pro' 550.00 Scale: 3" = 1`-0 Detail ~�~' Scale: 3" = 1'-0" Detail SET IN BED O>= Project: !2)2X4 VERT. \ BATTEN DBL.2X WINDOW HEADER STUDS AT ROUGH i KING !T .� , SEALANT �,,� PER STRUCTURAL CADD File: MSDETL OPE YP '�� ZIP SYSTEM TAPE �f DRAWINGS t'j /'r `�,� 5/4X2 GEMENTITIOUS ZIP I SYSTEM TA Drawn By: ASM DRYWALL RETURN t. TRIM -' Checked By: GA ZIP SYSTEM WALL SHEATHING _. 5/4X8 CEMENTITIOUS ,r CONT.CAULK BEAD Permit Release Set: -- ___. %11 TYPE 'X'GYPSUM I ' _.��r TRIM ZIP SYSTEM TAPE ; WALL BOARD ;/` BEHIND WINDOW FIN r July 22, 2016 INSULATION PER TA LE ON SHEET A0.1 ZIP SYSTEM TAPE ; I DRYWALL RETURN Construction Release Set: CEMENTITIOUS r PANEL WITH 1X3 �,.- Window Jamb a t Board and Batten i d i n SCHEDULED WINDOW BATTEN - 2 CEMENTITIOUS Revisions 1/4" MIN_GAP i INSULATION PER $Cale: 3" = l'-0" Detail LAP SIDING i r r .... _f, TABLE ON SHEET A0.1 l INSULATION PER TABLE No. Date Description I/4" MIN.GAP � �� _.,- METAL FLASHING i rl ON SHEET A0.1 1X4 CEMENTITIOUS METAL FLASHING 5/4X2 CEMENTITIOUS %s" TYPE 'X' GYPSUM TRIM CONT_CAULK BEAD f, A f. ;., , , Window Header at Cementitious Sidin TRIM r . WALL BO RD 3 STRAIGHt WA A Scale: 3 - 1 0 Detail ' BACKER ROD 5/4X2 CEMENTITIOUS r j, /s TYPE X GYPSUM _ f 5/4X8 CEMENTITIDUS /, ZIP SYSTEM WALL AND SEALANT FLASHING TRIM LL BO RD - TRIM SHEATHING 5/4X8 GEMENTITIOUS ZIP SYSTEM WALL CONT.CAULK BEAD ZIP SYSTEM TAPE ,"'` i f` ,'' TRIM 514X6 CEMENTITIOUS i SCHEDULED WINDOW __ SHEATHING ZIP SYSTEM TAPE ` i TRIM SEALANT r ; ' DB 2X WD !2)2X6 VERT. I r BACKER ROD f ; CONT.CAULK BEAD ` L STUDS AT ROUGH CONT.CAULK BEAD AND SEALANT r / f : _. SEALANT AND `.`f HEADER OPENING(TYP.) I I i DBL.2X WD ------ BACKER ROD ; RE= STRUCTURAL I SEALANT AND ' 1 HEADER SCHEDULED WINDOW "- - �f ------__ _. CEMENTITIOUS DRYWALL RETURN I I ZIP SYSTEM TAPE BACKER ROD '` -RE: STRUCTURAL LAP SIDING 5 �� I I (2)2X4 VERT- /8 TYPE X GYPSUM I I STUDS AT ROUGH i ''� ZIP SYSTEM TAPE TRIM PER PLANS WALL BOARD I I ZIP SYSTEM WALL OPENING (TYP.) �r SHEATHING TRIM PER PLANS SCHEDULED DRYWALL RETURN ' = ZIP SYSTEM WALL DDDR SCHEDULED SHEATHING DOOR Vis" TYPE 'X' GYPSUM WALL BOARD 1E INSULATION PER TABLE ON Mid-Jamb at Double Window SHEET AO.I 1 1 _ Window Jamb at Cementitious SidingDrawings Poole&Poole Architecture,LLC Dgs and specifications are and shah remain the Scale: 3" - 1'-0" Detail property of Poole&Poole Architecture,LLC and shall not Scale: 3" 1'-0" Detail' be used or reproduced in whole or part in any form Door Header a t Board and Batten Siding - without prior written consent of Poole&Poole SCHEDULED Architecture,LLC. 16 Scale: 3" 1'-0" Detail Door Header at Cementitious Siding — WINDOW _ " - fTo the best of the architects or ZIP SYSTEM WALL SHEATHING Scale: 3 = 1 -0 Detail engineers knowledge, the plans and GOVT.CAULK BEAD ZIP SYSTEM TAPE specifications comply with the BEHIND WINDOW FIN CEMENTITIOUS SIDING ` , applicable minimum building codes 5/4X6 GEMENTITIOUS ' -' SEALANT and the applicable fire-safety TRIM -� ` _..__... 1X SILL ;, .�- � standards as determined b the local ' �" TYPE 'X' GYPSUM ' _. ' W authority in accordance with 2014 --- -- WALLBOARD �� - r-- ---- 2x4 WOOD STUD GEMENT.PANEL --- 5/4X4 GEMENTITIOUS ,f WALL FRAMING FBC and Chapter 633 statutes. SEALANT WITH 5/4X2 BATTEN 2X FRAMING TRIM i -- � is ( CONT.CAULK BEAD / IX APRON i({ I �i r .�. J r SCHEDULED DOOR , `__ t i 5/4X2 CEMENTITIOUS BATTEN STRIP --'�` r ZIP SYSTEM CAPE 5/4X6 CEMENTITIDUS BEHIND WINDOW FIN (2)2X4 VERT. TRIM ; ZIP SYSTEM TAPE " STUDS AT ROUGH ;{ ` ! INSULATION PER TABLE ON �. ;r ;. :- ............................... I J/2 >? , rr.w-' SEALANT .� /8 TYPE X OPENING (TVP J `fi _ -'f ZIP SYSTEM WALL SHEET A0.1 - f ' _: GYPSUM WALL TYPE 'X' SHEATHING _ SEALANT ~ BOARD ...._...._._.-.......... __.......... ...... GYPSUM WALL , " �, CEMENTITIOUS SIDING BOARD INSULATION PER ,�._�4 SCHEDULED DOOR �` `\�w_-�' �l� / / ZIP SYSTEM WALL \ Ix4 WOOD TRIM TABLE ON SHEET A0.1 r - (2)2X4 VERT. SHEATHING -' \ f 1 INSULATION PER TABLE ` STUD5 AT ROUGH ,' OPENING (TYPa %' � �` `; SEE ENGINEERED ON SHEET AO-1 .:.............._._....._.._............_....._ ................._............_._..._..__._... ..,_.........._......... ._....._.._...._........_ WALL _ _.... \�, `\..� ZIP SYSTEM � --'"- Door Jamb at Board and Batten Siding �,i,F r f �� r8'r TYPE 'X' SHEATHING CEMENTITIDUS 11 r- } ` Il I SPECIFICATIONS )` ;�, 1 GYPSUM WALL LAP SIDING Scale: 3" = 1'-a Detail �; ' r !' ` r� '� / BOARD INSULATION TA ` / l \ / L PER BLE - ,' Ix4 WOOD TRIM ON SHEET A0a CEMENTITIOUS PANEL WITH IX2 BATTEN Inside Corner - Cementitious Siding Door Jamb at Cementitious Sidin Window Sill at Cementitious Siding ZIP SYSTEM WALL _..._,� SHEATHING - Scale: 310 " = 1' 2 E c: u- -0" Detail Scale: 3" = 1'-0" Detail " - ' Scale: 3 - 1 0 Detail O � U E 7C) 2x4 WOOD STUD r 1 f ZIP SYSTEM TAPE W MINA111.1-2009 ALL FRAMING I f- ANSI COMPLIANT BUMPER THRESHOLD `�.. / m " INSULATION PER TABLE DOOR AS SCHEDULED r' (90 MIL WATERPROOFING MEMBRANE ON SHEET AO.I .,, 1/4" MIN.GAP I I f CONTINUE INTO ROUGH OPENING ILJ BACKER ROD AND MIN. .1;, -. ,� ' >; r I I ", PREMANUFACTURED PVC SILL .,� /8 TYPE X GYPSUM WALL 1/Z URETHANE SEALANT `'" '`.- � �`` .., • � 'i BOARD WOOD RAILING, I ( � , SET IN FULL BED OF SEALANT ZIP SYSTEM TAPE cc) ., SEE IO/A2.5 2X LEDGER ''r'f ` ! •— -t— METAL FLASHING FINISHED FLOOR i -- ' SET IN BED OF DBL.2X WINDOW HEADER I RE-- STRUCTURAL f�f f`rtrr�f GEMENTITIOUS r - Q `� SIDING PER SEALANT PER STRUCTURAL i FLOOR SHEATHING s „ , -`' DRAWINGS I I 2X P.T.SKIP-LAP ',�, ALIGN ' ; STRUCTURAL ELEVATIONS -'�~ / TYPE X GYPSUM •� ' 2X P.T.SHIP-LAP DECKING - r >I WALLBOARD DECKING '"- :: 1-114" STARTER , _._. Cr 5/4X2 GEMENTITIOUS ZIP SYSTEM TAPE I r' STRIP t - .,� TRIM l ;, WOOD BLOCKING ` fes- 2x4 WOOD STUD WALL F M — ,. ' RA I G a .•' . I t !. ' rt.�l ' ; ,; , / /, , ,,;;/- ! ; !r;�,,; � / : l_,/ / / !'�- !t ` d'/ ,f 1 r .� /, - =' f�,r._..__.........._...._...___._._..._ ......._....._..__.....__...__........ ..,�._....._... ,` N 5/4X8 GEMENTITIOUS i CONT.CAULK BEAD 5/4X4 CEMENTITIOUS TRIM , / f � ' / r ' r f 5/42 CEMENT TRIM - ._ `,f' l BEHIND WINDOW FIN I j TRIM 1, ,�-'" ` INSULATION PER TABLE 2X WOOD BEAM = � ON SHEET A0.1 DRYWALL RETURN RE: STRUCTURAL 5/4X10 CEMEN . TRIM __�-' P.T.SILL PLATE SCHEDULED WINDOW SEALANT SILL SEAL 5/4X10 CEMENTITIOUS TRIM 2X BALCONY FRAMING, 2X BALCONY ; ZIP SYSTEM WALL -r_ PAINT JOISTS TO MATCH FRAMING SHEATHING SEALANT SEALANT i; EXTERIOR ZIP SYSTEM TAPE Window Header at Board and Batten Siding l - l CONCRETE FOUNDATION Scale: 3 - 1 -0 Detail RE-4 STRUCTURAL l fF C-4 `—J SCHEDULED WINDOW �S C` ZIP SYSTEM TAPE < 6 MIL VAPOR SEALANT 1X SILL SEALANT /' _. - -�- ........_._............. ...._.... ...Jf B ICIER ; r ;J 5/4X4 CEMENTITIOUS 2x4 WOOD STUD r '�'--- TRIM �` r :. WALL FRAMING 5/4X6 CEMENTITIOUS Edge of BalconyTRIM / r' f I �: IX APRON �, i �; `�� ` r f 9 „ _ , „ SEALANT �� /` `�f j r' SLOPED �� t Scale: 3 1 -0 Detail 1 f .t ?6 J' 'ti J „ TYPE X, , �/B SEALANT �� GYPSUM WALL CEMENTITIOUS SIDING BOARD ZIP SYSTEM WALL Drawing Title: Typical Details SHEATHING .� .. %'- 1{ / ' .� INSULATION PER TABLE ON d' �� tl SHEET AO-I ZIP SYSTEM WALL SHEATHING CEMENTITIOUS ' PANEL WITH IX2 `� `� _� \ `'<r , BATTEN _. INSULATION PER TABLE ON SHEET AO.1 V TYPE 'X'GYPSUM WALL BOARD /// • U_ Window Sill at Board and Batten Siding Door Threshold at BalconyT . Edge of Slab ° QW 13 ,1 _ , „ 1, _ , „ „ _ , „ Scale: 3 - 1 -0 Detail Scale: 3 - 1 -0 Detail Scale: 3 - i -0 Detail J LU i Seal i i STRAIGHT FLASH SLOPE 2%MIN, --------------- PREFINISHED METAL COPING CONT.TPO OVER Pt CONT.CLEAT BLOCKING AND ROOFING FASTENED WITH SHEET.SECURE 10 WOOD FRAMED ROOF TRUSSES I-114"GALY.STEEL I BLOCKING. RE: STRUCTURAL ROOFING NAILS AT f ARCHITECTURAL SHINGLE ON ; -- I HIGH-DOMED, Michael R. Poole FL Lic. #AR0016766 WOOD FRAr(ED ROOF TRUSSES '15 FELT PAPER GASKETED FASTENERS RE= STRUCTURAL 1/16" OSB EXTERIOR SHEATHING / I AT 12" O.C. GALVANIZED STEEL 5/4X8 CEMENTITIOUS ARCHITECTURAL SHINGLE ON °' # WHITE TPO ROOFING DRIP EDGE TRIM I *15 FELT PAPER MEMBRANE,SECURE TOS`� 1f16" OSB EXTERIOR SHEATHING 0 BLOCKING S s GUTTER PER 2X6 BLOCKING HATCHED AREA TO BE ALL ROOF PLAN I ZIP SYSTEM WALL FRT FRAMING/SHEATHING BACKER ROD AND SHEATHING `f SEALANT xY \ , 1111161 I GALVANIZED STEEL �� -1�2 _ _� \ __� __ /. ,- -_...\ CEMENTITIOUS TPO ROOFING a , DRIP EDGE l r ; + ! ;f 11 ) ;t }� � LAP SIDING ADHESIVE GEMENT.PANEL \ %f' f 1� 'f rj ;� \ i ZIP SYSTEM WALL 5/4X8 CEMENT. `��' i` / �' r ;f % \ \r 2 ZIP SYSTEM TAPE . TRIM SHEATHING x r ti ¢4 GUTTER PER G YANI STEEL . . . ,. ROOF PLAN AL ZED L , FLASHING POOLS POOIE AR(HITEGUE SEALANT INSULATION PER CABLE 5/4X8 GEMENT. SINGLE PLY TPO TRIM �, 4° v16 os ROOF i SHEET ,40.1 3736 Winterfield Road, Suite 102 - BR 514X4 CEMENTITIOUS TRIM SHEATHING , VTYPE `X' GYPSUM BOARD I Midlothian, Virginia 23113 ZIP SYSTEM TAPETelephone 804.225.0215 SEALANT INSULATION PER TABLE CEMENT.PANEL A l F: 2X4 WOOD TOP PLATE w\vw.2pa.net ON SHEET AO.1 2X FRAMING CEMENTITIOUS LAP SID NG 5/4X4 CEMENTITIOUS TRIM I %s" TYPE 'X' GYPSUM RE: STRUCTURAL F METAL FLASHING SET 'r'; ( ZIP SYSTEM WALL AA-0003522 BDARD DRIP EDGALVANGE STEEL ,r,f s I SHEATHING Project:ZIP SYSTEM TAPE IN BED OF SEALANT /a TYPE X GYPSUM CEMENTITIOUS j WALL BOARD LAP SIDING ��� WHITE TPO ROOFING 1 1550.00 CEMENTITIOUS LAP SIDING 2X4 WOOD TOP PLATE 5!4X2 CEMENTITIOUS TRIM I MEMBRANE CADD File: MSDETL RE: STRUCTURAL r 2X WOOD HEADER ZIP SYSTEM WALL . i I 5/4X8 CEMENTITIOUS TRIM METAL FLASHING SET 5 „ , TOP SHELF RE: STRUCTURAL SHEATHING \ C T S IP Drawn B ASM IN BED OF SEALANT j /s TYPE XGYPSUM — _ _ Y WALL BOARD 10'-4" AFF. _ ZIP SYSTEM WALL SHEATHING .. °= DRYWALL RETURN TPO ROOFING Checked B GA 5/4X2 CEMENTITIOUS TRIM I �— __-_� >• 5/4X6 CEMENT. ,— - ter_ — ZIP SYSTEM TAPE \ ADHESIVE y• 5/4X8 CEMENTITIOUS TRIM 2X WOOD HEADER TRIM !; \ti r,` \ SCHEDULED WINDOW CONT.CAULK BEAD RE: STRUCTURAL { , 2 X 6 BLOCKING WELDED SEAM Permit Release Set: ZIP SYSTEM WALL SHEATHING FYPON CORBEL DRYWALL RETURN GORI6XIX3 ins July 22, 2016 ZIP SYSTEM TAPE f %r . Construction Release Set: SCHEDULED WINDOW CONT.CAULK BEAD 5/4X8 CEMENT. Typical Eave at Cementitlous Siding TRIM ,r 6 Scale: I-1/2 = 1'-0„ Detail l Revisions Typical Eave at Cementltlous Siding - FRT Framing \� ! ��` ,1 ' - No. Date Description 1 Detail 1-1!! f >'' Scale: 1-1/2" = 1'-0" I SYSTEM 2x4 WOOD STUD �``. 1 1 09/12/16 Permit Comments _. INSULATION PER TABLE ZIP E WALL \ !l�,. �` r°, WALL FRAMING ON SHEET AO.1 SHEATHING , TYPE 'XGYPSUM ROOF FRAMING ' i 5/8" GYPSUM BOARD \ .--�~.. � RE: STRUCTURAL WALL BOARD 5/4X10 CEMENT.TRIM 2X4 WOOD TOP PLATE CEMENTITIOUS LAP (5)2X6 P.t. I ; RE= STRUCTURAL 1X6 CEMENTITIOUS TRIM -_.... `,`- .. - - i. SIDING 1 2X BLOCKING FORs/" TYPE 'X' GYPSUM i� ' i 23!32" t4G DSB.SHEATHING HANDRAIL ATTACHMENT TOP OF WINDOW £" l , WALL BOARD ZIP SYSTEM TAPE t ZIP SYSTEM WALL SHEATHING 8'-0" AFF. 2X WOOD HEADER l ._......-....._.___..__....._... 2x4 WOOD FRAMING RE: STRUCTURAL I 5/4X6 CEMENT.TRIM 5/4X4 CEMENT.TRIM I - METAL FLASHING ' \ BACKER ROD AND SEALANT l ~ IF SYSTEM WALL SHEATHING r'y\ CEMENT.LAP SIDING � T ical Shelf at unit B2 ,f y= Scale: 1-1/2 = 1 -0 Detail \ x _ 4 :. T ical Parapet \ 1X BLOCKING ++ + ++ ®2016 Poole&Poole Architecture,LLC Scale. 3 = 1 -0 Detail Drawings and specifications are and shall remain the A, ;' property of Poole&Poole Architecture,LLC and shall not rr ' be used or reproduced in whole or part in any form T ical En a ed Column BRICK f :�� without prior written consent of Poole&Poole Architecture,I. 12 ++ _ ++ GUT BRICK TO SEAL ,' '`' \` .J WOOD FRAMED ROOF TRUSSES To the best of the architects or Scale: 1-1/2 - i -0 Detail CAVITY = STRUCTURAL engineers knowledge, the plans and SEALANT _ PLAN FOR FOR IMENSI ARCHITECTURAL SHINGLE ON specifications comply with the *15 FELT PAPER applicable minimum building codes CEMENT.LAP SIDING r' . = ,r' 1/16" OSB EXTERIOR SHEATHING and the applicable fire-safety 2X BLOCKING FOR ZIP SYSTEM WALL 5/4x8 ON 5/4X12 rf ,,° standards as determined by the local HANDRAIL ATTACHMENT SHEATHING CEMENTITIOUS TRIM ,/. GALVANIZED authority in accordance with 2014 .... " �., .-' FBC and Cha ter 633 statutes. ZIP SYSTEM WALL SHEATHING - I OVERLAP STEEL DRP p EDGE (5)2X6 P.T. 5/4X8 CEMENT. ........._........_...... _...._..:......... ......_.._..._._..... ..... ................ .._......._.._..............._..... 5/4X10 CEMENT..TRIM _................._._._...... .._....__._.., ::..........._._........................_..._ j.?..............._............_.,_..,.._.. _....__.._............_- RIM •:. f SEALANT I_ � WOOD RAILING r lir r r SHIP LAP DECKING \ , 5/4X(o HARDIE TRIM 48" �` HARDIE BOARD ON RC-1 f'; TALL FOR HANDRAILING ✓ ATTACHMENT 2X WOOD FRAMING W/ ON 1/16" EXTERIOR O.S.B. - EN f-Y CEMENTITIOUS SOFFIT ZIP SYSTEM WALL SHEATHING INSULATION PERT BLE A0.1 SHEATHING SEALANT PANEL N GEMENT.LAP SIDING V TYPE 'X'GY SEALANT M " r WALLBOARD 5/46 CEMENTITIOUS TRIM 2X4 WOOD FRAMING �''f•,,,� '..'^...f,. TRIM 5/4X4 CEMENT SEALANT r1 ZIP SYSTEM WALL TYPE X GYPSUM r .— 5 , SHEATHING CEMENTITIOUS LAP /s WALLBOARD CEMENTITIOUS LAP SID NG " ; - ! -�— V------------ LL 1 ZIP SYSTEM WALL \; EI -� T !cal Column Brick to Cem ntitious SidingCantilever at Cementitious SidingSHEATHING a u Scale: 1-1/2 = 1 -0 Detail Scale: 3 - 1 -0 Detail Scale: 3 - 1 8 5 -0 Detail 2X4 WOOD TOP PLATE ce Q,) RE: STRUCTURAL CQ V TYPE 'X'GYPSUM HARDIE BOARD AND _--. SEE ENGINEERED -' ARCHITECTURAL SHINGLE BATTEN SIDING '" ZIP SYSfiEI'1 INSULATION PER TABLE i ON5 FELT PAPER \T' �, �,qLL•'.'. . . . ON SHEET A0.1 Q -�� TIONS : , �-- ZIP SYSTEM WALL SPECIFICA .' 1/16 SHEATHING OSB EXTERIOR SHEATHING -' ` . . . . . . . . . . . a WOOD FRAMED ROOF TRUSSES,RE: STRUCTURAL \ � •- 41,ZIP SYSTEM TAPEG GALVANIZED STEEL .% DRIP EDGE =;, u - T ical Eave at Gable Roof , � \ ��., . . . . .'� 5/4X8 CEMENT TRIM - 1 -0 Scale:a 1 e. 1-1/2 Detail 2X4 WOOD OP PLATE T \ RE: STRUCTURAL 5/4X4 CEMENT.TRIM ZIP SYSTEM WALL w DOOR AS SCHEDULED SHEATHING ff � ` �,,_.�.' -,, �,.� . . . . . . . . 4 N .--'''• ,-% ;rrr .�� I STANDARD SADDLE CEMENTITIOUS LAP "` ~'' _..-'' \4`� EXTERIOR FINISH . . . . . . . . . . . 0 ' ' / SIDING \ '` . . . . . . . . _ ::=- THRESHOLD SET IN FULL PRE -FINiSNED METAL BED OF SEALANT FLASHING (29a SLOPE) u „`•`':'` ' FINISHED FLOOR SET IN BED OF SEALANT ~ �' +- -' CONCRETE FOUNDATION RE-- STRUCTURAL \ ROWLOCK COURSE u :'"" ~ •. .... . . . . . . . . 2% SLOPE ZIP SYSTEM WALL SHEATHING - CEMENTITIOUS LAP ZIP SYSTEM CAPE BALCONY PER PLAN I SIDING Z! _ ~ <j r ZIP SYSTEM TAPE I \. `�, -1/4" STARTER STRIP VENT , `' %-'-- `.` `� , METAL FLASHING ! i ~``�-_...� \ `~`�_ Z, 5/4X10 CEMENT.TRIM , FASTENER AND PLATE AT 12" O.C.MAX WITH 1/2" OF TPO _.._� -7--- - f -r EXTENDING ABOVE AND \ / \`_ -'� �. `�` `r ` f ' �. -�. �} Drawing Title: BELOW PLATE \ i 'i METAL TIES AS '� `- �' SPECIFIED PER A ` `\ Typical Details TPO ROOF! G MEMBRANE ;f STRUCTURAL �.: ., .�`- , ' ,; <i , f BISON ROOF SYSTEM �, r' �' / MODULAR BRICK 3/4" ROOF SHEATHING RUNNING BOND --' `` `'�, `' -�'' ;=' '�\ - - .__._..._..___ .._._._._......_ .._ 7- -11,41..................._._.. .-----------------_ ........... 711 CL ......._......._...._. ............._........... ............_._ •"" - TPO ROOFING ADHESIVE , Q � o T ical Eave at Roof Deck Walls Brick to Cem ntitious SidingBalcon Railin Connection _ �, _ ,rq. Door Threshold at Concrete Slab W SCaie: 1-1/2 - 1 -0 Detail Scale. 3 - 1 -0 Detail Not To Scale Isometric Detail � Scale: 3" = 1'-0" Detail w Seal 0CT2i2016 4._2.. Michael R. Poole FL Lic. #AR0016766 ZIP SYSTEM WALL SWEATWING CEMENT.PANEL I 5/4X4 CEMENT. i ... ......_. TRIM 5/4XI2 CEMENT. TRIM ZIP SYSTEM WALL SWEATWING 5/4X4 CEMENT. TRIM SEALANT CEMENT.LAP SIDING ' POOLE POOLE AR(HITE(HRE -t� - -- W I 1\ A IVI 3736 Winterfield Road,Suite 102 TV Niche Midlothian, Virginia 23113 4 Scale: 1 1/2 = 1'-0" Detail Telephone 804.225.0215 / www.2pa.net AA-0003522 Project: 1550.00 CADD File: MSDETL Drawn By: ASM Checked By: GA Permit Release Set: July 22, 2016 ROOF TRUSSES, Construction Release Set: RE: STRUCTURAL CEMENTITIOUS SOFFIT 5/4X8 CEMENT.TRIM Revisions 2X FRAMING, No. Date Description RE: STRUCTURAL 5/4X6 CEMENT.TRIM 1 09/12/16 Permit Comments 5/4X12 CEMENT.TRIM 2 10/21/16 Permit Comments CEMENT.LAP SIDING Amenity Roof � o0 Scale: 1 1/7' = 1'-0" Detail WOOD FRAMED ROOF TRUSSES RE: STRUCTURAL ARCHITECTURAL SHINGLE ON 115 FELT PARER 9 7/ T 10 T WATCHED AREA TO BE ALL FRT FRAMING/SHEATHING G S L ®20]6 Poole&Poole Architecture,LLC DRIP EDGE Drawings and specifications are and shall remain the GUTTER PER property used or Poole reproduced inwhole Architecture,LLC and shall not part in any form ROOF PLAN without prior written consent of Poole&Poole Architecture,I.I.C. ZIP SYSTEM TAPE To the best of the architects or engineers knowledge,the plans and GALVANIZED STEEL LASHING specifications comply with the applicable minimum building codes SINGLE PLY TPO and the applicable fire-safety 1/16" OSB ROOF standards as determined by the local SHEATHING authority in accordance with 2014 CEMENT.PANEL a FBC and Chapter 633 statutes. 2X FRAMING — 2 GALVANIZED STEEL CEMENTITIOUS SOFFIT DRIP EDGE 5/4X12 CEMENT.TRIM — 2X FRAMING, l RE: STRUCTURAL TOP OF SHELF i 5/4X8 CEMENT.TRIM-- j Ila'-4" AFF, - — — — SEE ENGINEERED BRICK /4X6 CEMENT.- ATIONS TRIM SPECIFICrt 1 PON CORBEL OR16X1X3 5/4X8 CEMENT. -_-�'-�- . TRIM • ♦� Amenit Roof 2 Scale: 1 1/2 = 1 -0 DetailEALL VERTICAL AND HORIZONTAL �y, C SHEATHING SHALL BE FRT FOR N _. -C THIS AREA. ROOF SHEATHING E �_ U SHALL BE FRT FOR 5'-011 FROM INSULATION PER TABLE rN A. U n, EDGE. ON SWEET AO.1 "r � W { :r V TYPE 'X'GYPSUM0 m BOARD 42" WOOD RAILING, (V .0 { 2X4 WOOD TOP PLATE SEE 10/A2 5 .E- +:, RE: STRUCTURAL TREX PLANKS ON 51SON •,� •i C R; V TYPE 'X' GYPSUM PEDESTAL SYSTEM, •— ATTACWMENT PER �• 0 = WALL BOARD MANUFACTURER - Q TREX PLANKS, - ■� Q C 6D Typical Shelf at Unit B2 ATTACHMENT THROUGH �• •— SOLID BLOCKING (6 Scale: 1-1/2' = l'-0" Detail TPO ROOFING ADHESIVE TPO ROOFING MEMBRANE, HILLY ADHERED WELDED SEAM i 3/4" ROOF SHEATHING SLOPE 2% I I I INTERMITTENT NEOPRENE ZIP SYSTEM WALL , SPACERS SHEATHING - j ----- - II ! PRE-FINISHED METAL CEMENT.LAP i { CLEAT ZIP SYSTEM TAPE i - ! -FfNISH METAL GUTTER METAL FLASHING PRE ED 1"IE I j RE: ROOF PLAN 5/4X4 CEMENT. I TRIM UST IM 2X HEADER, 5/4X6 CEMENTITIOUS R RE: STRUCTURAL - 5/4X12 CEMENT. TRIM ZIP SYSTEM TAPE 5/4X4 CEMENT. KICK OUT METAL FLASHING TRIM CEMENT.PANEL _ FLOOR FRAMING RE: STRUCTURAL ZIP SYSTEM WALL �- M CEMENTITIOUS PANEL SHEATHING f WITH 1X2 BATTENS CEMENT.PANEL I 5/4X4 GEMENT. ZIP WALL SYSTEM SWEATWING TRIM ! 5/4X12 CEMENT. DrawingTitle: TRIM 5/4X4 CEMENT. Typical Details TRIM SEALANT xx ZIP SYSTEM WALL SWEATWING CEMENT.LAP SIDING LU G - o- C o • o w TV Niche Bison System Q 5 Scale: 1 1 2" = 1'-0" Detail Scale: 3" = 1'-0" Detail I —' / w I i Seal Michael R. Poole FL Lic. #AR0016766 mom m - } > r! e "'En, z pct' Y S gni. .�3 -3 POOLE 6 POOLE AR(HITEGRE 3736 Winterfield Road,Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: 1550.00 CADD File: MSWS Drawn By: ASM Checked By: GA Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description 1 09/12/16 Permit Comments SEE ENGINEERED SPECIFInCATI CANS ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shalt not be used or reproduced in whole or part in any form without prior written consent of Poole&Poole rj Q} Architecture,LLC. To the best of the architects or engineers knowledge, the plans and g specifications comply with the applicable minimum building codes _..� C5_9P and the applicable fire-safety standards as determined by the local t f` � of �' `\ f- � -� -,� ...1 _­N1_­_'1)(­ \ \� :� :,i" 14 authority in accordance with 2 t i. 1� it. FBC and Chapter 633 statutes. TOP OF PLATE1, �: \ \ f, r, ` >''� �`� /'; ii :` ', (/\ j' \ ), j'; '`t i, , 1 /t /i, �� �`, %� /` ;'\ %i t'` r"t /`� �, ! t y (',' l I I l^7 AT THIRD FLOOR �` ri i' i' e �, ? t t `` 1: i ;1 ; '� ;: ;'� \ J '� J i t ' '.� l' l r \ \ r i 4 LU 50 i _.... ........................_..._........._..__..._................... ........._............. ..__.............._..._._. ;......_....._............._._......................_...._ (L ,._.__........_....._..._._._.__......__......_......_ ................................._...........__.., __._._..._._............._..-._._._. _................... 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I SEE ENGINEERED ©21316 Poole&Poole Architecture,LLC Drawings and specifications are and small remain the SPECIFICATIONSproperty of Poole&Poole Architecture,LLC and shall not be used or reproduced in whole or part in any form 3 without prior written consent of Poole&Poole Architecture,LLC. 5.0 To the best of the architects or engineers knowledge,the plans and � I specifications comply with the 9 I I applicable minimum building codes 5.0 and the applicable fire-safety - standards as determined by the local � authority in accordance with 2014 . r- \ --- /__" /- - � \. --" ,-." ",,% --,./-\,-- "� ,."' \,r- -� FBC and Chapter 633 statutes. \ ^,\,�f ,( " (�' Ems\, ./' ',,�\ �1r \:'�, \ _l�__ ref .. / \/ r' , �'' ,1, �; :; r- �;�\r'" ('�v"-",'�/-" �,-�st� I/,- �(r- /,- `,; < �, "� �I . 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UnitSections TOP OF OHC. _ _�____ _____�_�.__ ____ .__�— _ —i”i.,.—' SIM. ; I i AT FIRST FLOOR I _____.____, ___,______ _ _ _ _ _..__.....___. ...__.__:.-........__,,.-„...._._._....-........,..__ _ _ _ P OF GONC. — — — --_---_______._.-_^___ - -- Ta Waoll '.�."'_ �.i� VI-v l 1-._'___._.—..—_. __.._.,.._.....- r 5Lf"�L�VI�.`.w�r'Ys -�:J IW1JI 1kIWl� 4' d ..... q q n I A ,e c. f d �'' d 11 - FIRST A_ { d .d e , ' . .6.. . .A. r. d d _ \\r\� �; �`�.,: 14 _d _ _ ,, 'h ' •.. - _ o a f. < e 'n �� a n _014 TF it Y .` :. �%//./,,//.//•✓ /1 a a . q /.• i1,.•', /,.r/.!F'f'', ✓'.'/f/.�f/f ✓/,/,../ /, ,/,,/ //�,/\//,//�/,, rj/r/, n r./,/ 1.r////,1/r/ ,/ ' /f'/1'✓/� //:l\::f 1,�,,.:.�../✓/✓:F✓.,fad\-/r//r/:.//>✓/r/ /j\/j�f/�/ /�fr✓r/✓/:!✓/,! r ' rr f/ e , 'w/- 11/\✓',1'5 f � \\\- �/�r\,/�\f�;/;%'f\,•i��i"`/f''•/�'✓%r``,/ %/l 11`�'i,/\yrs! ✓„��,r .'rf i� ''ftf`. ./� o /`i�\/I'll,\ l /!/�!\r"I',"",”'.'\/rf\ r/\i\ „ \\\\\� \ \f\\ `\,../\t\\\\,\\\�/\\\�\.\\ \\,,\\'/'\\\\\\\\\,\;\\i\•\i'\\(.' '`:\\\\�' "I \\ \\ r\\ \f\ ,,�;, ;\,/,, :r/ /.r/ // r✓/i /./���,'\i r.,;�, ,, / ,��/,,.,yi'/i;//,,/,`moi , / ✓ . �/../ W \�\i����i\\� �/\ \�\/\/\i/� off i/i/i` i\`i�\L�\✓��� j�;����r\�/ r . r.\, f / / /\r, '\��;� \��, ., F e f\!r\/\;/'\�\�\.//�1./�!/r ! !.r 1' rf^`J� /f /��a/ /\f\ ` f/! a/ !J I IL \f, f:\/�/. \,/\..1� f' ;\�\\i\\�`\ � �\\i\\j\%\\1\�i„\'\ .,,\\!\\<�\\\11\\\i?\\,�;�'/ ;,/j-.//\/,• 0 0 B2 - Unit S ction W 1 Scale: 3/8” _ -0” � w va in % Section W W . Seal REISSUED 11/01/2012 ..r_ I Bison Innovative Products 2395 West 4th Avenue Denver CO 80223 �+ � �, PRODUCT: J�.Y � � ��.,k i�� PEDESTALS: VERSADJUST Phone: 8Q0.333.4234 WOOD TILES: 2'x2' FSC Ipe Wood Deck Tile, Smooth Fax: 303.825.5988 Michael R. Poole FL Lic. #AR0016766 wr � . L 1-11 7 `x� --.- t � c d { 1' G 3 r z _'i .�� �. Q£ a 1. �� 4. s.z a xc 11 11-1 11-1 POOLE 6 POOLE AR(HITE(TRE 1 3736 Winterfield Road,Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 - www.2pa.net AA-0003522 ° Project: 1550.00 CADD File: MSWS KERF CUTCD Drawn By: ASM Checked By: GA Permit Release Set: July 22, 2016 PLACE THE FS1 WASHER IN THE KERF CUT BETWEEN THE BOTTOM RAIL Construction Release Set: AND THE UPPER SLAT IN THE CORNERS OF THE THREE WOOD PAVERS. LEAVE THE NOTCH IN THE WASHER FACING OUTWARDS IN ORDER TO LEAVE ROOM TO PLACE THE 4th PAVER. AFTER ALL PAVERS ARE TIGHTLY Revisions IN PLACE, ROTATE THE WASHER USING A SCREWDRIVER SO THAT THE No. Date Description SOLID PART OF THE WASHER IS IN CONTACT WITH THE CORNERS OF ALL FOUR PAVERS. INSERT THE FS1 SCREW THROUGH THE HOLE IN THE 1 09/12/16 Permit Comments CENTER OF THE WASHER AND THE PILOT HOLE IN THE CENTER OF THE TAB SET INTO THE TOP OF THE PEDESTAL. HAND TIGHTEN UNTIL THE CORNERS OF ALL FOUR PAVERS ARE SECURELY FASTENED TO THE PEDESTAL, DO NOT TO OVER-TIGHTEN. MECHANICAL FASTENING KIT PATENT PENDING GENERAL NOTES: APPLY TO ALL OF THE ABOVE PRODUCTS 1. INSTALLATION MUST BE COMPLETED IN ACCORDANCE WITH BISON INNOVATIVE PRODUCTS SPECIFICATIONS. . 2. DRAWINGS NOT TO SCALE. 3. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.BisonIP.com I I/ FS1 FASTENING KIT USING AN FS1 WITH BISON WOOD PAVERS V-063 COPYRIGHT 2/1/2012 BISON INNOVATIVE PRODUCTS,INC.ALL RIGHTS RESERVED. ©2016 Poole&Poole Architecture,LLC NOTE,- 3 D® 5 NOT HAVE 5R I C< ON 1 Drawings and specifications are and shall remain the i �Y� property of Poole&Poole Architecture,LLC and shall not Bison R o o f i n S Ste i 1 1 be used or reproduced in whole or part in any form (�� �I � without prior written consent of Poole&Poale Scale: NTS Detail Architecture,LLC. To the best of the architects or T specifications comply with the S G URAL sec ca knowledge, the plans and CONNECTION,RE Tl�.l i p p Y - - applicable minimum building codes 12 and the applicable fire-safety 15� - standards as determined by the local , I authority in accordance with 2014 i s ATTIC ti . FBC and Chapter statutes. / \ \, i „ r �' ,'\�% ,rr: ''\\lir I1;1 ,/ 4,1 I \'/ i / \/ / / \\ �:,, \ i ,i : /\\;/�,Fr \"/ ; E% ENGINEERED t '', ) ., ,: ,\-.-,/"-. . \ \ i�\I I/r 1; A, PL ��5Z_�" -f� -- -� 111 SPECIFICATIONS 1B 12 N�1- :� 11-5 -_ __ '. � I` `f � ' . �' s Q OL � ._`�' .�. 1'' __ __ '_ I *' \ __J __.t 1. :�_ ,'10% ,- is 14v f,-" •s �� _...-,...._........... _............._...-.....-..... ' 0- t, s ... 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NX _E`{ r T .`x n � i POOLE E POOLE ARGITEGRE 3736 Winterfield Road,Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: 1550.00 CADD File: MSWS Drawn By: ASM Checked By: GA Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description 1 09/12/16 Permit Comments NOTE: E33 IDOE5 NOT HAVE E31RICK ON 5UILDINGC (o. 0 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 .� CONNECTION, engineers knowledge, the plans and j SEE ENGINEERED s RE: STRUCTURAL I specifications comply with the 1Z—I applicable minimum building codes SPECIFICATIONS I15 and the applicable fire-safety e standards as determined by the local authority in accordance with 2014 iM n r2 0 M 0 n rl ri n n n M FBC and Chapter 633 statutes. - i f` \ f '�\ .J 1, •�` A ' d 12 -- Q 115,� I I CL Ir 0 5.m DECK 0 0 WETBAR o s C) ATTIC E T OF 5UBFL00R -�� _ �_ AT. IS FLOOR I I �... -�. •�'- �� ;� t Ay � I "A A_ L\1 E C) .............. it �7 1/ W it .............. , aIJ Q 3 ! " l2 • O ........._.-..................... ...... ................. ........ ... .................................... ........ A._ ..-......_::- Co n oo I WIC BATHROOM "`2sTAIR MASTER BEDROOM ---- C1 z E3 Cr Q10�_o I I ................._............ ..._.._......__....__ OF SUBFLOOR 12 _ ... r ............... ,c TSECONDFLOOR 3 -' � - - - .— .—_— —_ — _ — — — - -_- - — - - - - - - - - - - - - — — j _ TOP OF PLATE ' - z : 3 : AT FIRST FLOOR : ............................. - .....-....._. _ _ — -- - _..............._...._ _....._.......-..-- .........._.... -.....- I 101000,011 4 I it it r O = LLL : 11 t i {L .;'.:......-..........-_-... i i � ^ _..-...-._._..-.._._.... i ::.:::::.:::::.:::_:.:: . .. ................-.....STAIR KITCHEN GARAGE i it 5�0 U - tui U 8 1 ttU cA O 2 j i Ii H 5m r ii i : .......i...._:...� ,...........................,...._......_...__..._..... ... . -.............._....._._ .......:.........._......-..-..-.._................................_.,...-.............A... i; i TOP OF CONC. f 1 AT FIRST'FLOOR — — — — — — — — — — — — — — I — — >, I Drawing Title: Unit ...__..i...• Y a - y <,� _ y 4 _ d .. A.y a 9 n Q a a_ _-- -T;` 63 Sections so a l � 5 � A • LL B3 - Unit Section @ Building 1 W i Scale: 3/8" = 1'-0" Section w J W Ce I Seal TOP OF PLATE . ,.� r AT THIRD FLOOR - ,t / '................_.....................................-....................--..-.».........._.............. .._........_ r ...:.'.':.........._....._..........._......_e...-....._.__......_._....-............:...........__...__..� 0 6ts�I J ._.__..._.._,.._.-........................._,....-_....._.............-............................... ...� Q 2� •- ,fes-...._.................._...._.........-........._.........---._----------_.---------------------------------------_.. Michael R. Poole FL Lic. #AR0016766 12 LU _._--._....-.-.,.,_-....._....................._....... 3 r 271, r // M �__ � ..._..� n, - ♦.�F ice, ; f ....__.....- + \\ \ \ ! \ \ I`, f +, r\ 1 `�` i,� !f, `, �J' 1 }, �\+\ 1\ \ l\ / r/\ I 1 , , r I i . %� �' , \ r `t, % �' '` / 1 ` !`I ``� r+f i\ .............. +1 r — - POOLE 6 POOLE ANITEGRE 3736 Winterfield Road,Suite 102 LU ............_..__..........-- Midlothian, Virginia 23113 I ; __._.-::.::::.:::.......:::::::::::::::::..._._ ._._...............__.,....-...--.,.., _..._._...-_..... �- Telephone 5.0215 : Tel : one � YVnnw.2pa. ne t ............._.-._-........................_.-..._._........._ o A -0003522 ...._.:_..........._................_.._ ......_._._ ; f BEDROOM *3 BEDROOM *z Project: 1550.00 oZip CADD File: MSWS p _ ........_ .......... Drawn By: ASM —_— _ •' Checked o Permit Release Set: ....._._.._............t I ; I July 22, 2016 ..........._........._.__..,...,._..:.............. _ ------- - Construction Release Set: TOP OF SUBFLODR — ---- _ At SECOND FLOOR Revisions z_ TOP OF PLATE - _ -- AT FIRST FLOOR � ..... .,. .. �. ..' ,.. , . . . �._ k ...- . - .. Y , .. No. Date Description z - --�.�. 1 09/12/16 Permit Comments I ................_...-_-------- .................. Qc ; r p ........._ __......._.......-..._._:.-..._..._..._,....-_..._.. ......................._......._._......._..................................... QL Q ....................... T - 1— p ................................_....---......_......_.............. I 1 i QVC ? 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To the best of the architects or C 1 - Unit Section engineers knowledge, the plans and 2 specifications comply with the Scale: 3/8 — 1 -0 Section 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. CONNECTION, I RE. STRUCTURAL 12 ti TOP OF PLATE !%+ j\ \ 1 /\ /' \/,\ ! � Ah AT THIRD FLOOR A\_ SEE ENGINEERED ..._...__._____. __,....,...,_ ?..:::._... SPECIFICATIONS �,- 12 Fes,/ p ROOF DECK -f— '� i/p p �., _....._-._......_..-...._._. LZ .._...................................__.-...._..-... ...:,......_.................................,.............._...... co Q •� E u- ko t pi o __..... .................. .._.... .....__................ ...................._........-_....._...._......_.-.....-._.... ,r r.-' W - (U .0 rr L., U E F I '� r, -v• z' r �r,r', �y �,r-.r^ '. r ,.y,r r r,• r�ter-r' i ! \ \ I I , „ y- \/ \. �.. f '� C: /i L +- CENNUO o -- <i ....-..._....---......_.._...._._._...._...................... 1 --� r- i Q- CQ O t=- p m MASTER BEDROOM WALK-IN MASTER BATHROOM cA pG CLOSET O t C1 UAL Q ° TOP OF SUBFLOOR I AT SECOND FLOOR i TOP OF PLATE o AT FIRST FLOOR I Cq ._....--...__.......-_...._....._................................_.._--------.-.....-.................. ..... ` _ QQ� , _.....__...._._......._...__......................_..---- t3 _...._._........._._.-_...................__....._ _...._...._.._._.-...._._............................ ..........................._._._..._........ J W - _._. _........._............_. ,rr ..._....._....... _._......_.........._......_..-..-...... , Q- 1 0 MEMO \ (— Q— j f i y ISI LU r Q ' r• tom- I ' \ q LIYh� ROOM I KITCHEN ' a _ U13 I - Drawing Title: CA I ......... __...._ _._.._.-..-..._... o9 Exterior Wall Sections I I r / .................... I ` , TOPOF CIG I ..,_....,.....»..,._.........:...__..:. . , ,rr;,`r,.�^, LUAT FIRST FLOOR �',',`` I I % , CL .._...._..._...- i CIC ' s O C1 - Unit Section W V) Scale: 3/8 = 1'-0" Section w UJ Ciei Seal G1 2016 Michael R. Poole FL Lic. #AR0016766 , ti\ t z 4 ' y... ay - 'Sg xi Xtt' POOLE 6 POOLE AWITTUE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: 1550.00 CADD File: MSWS 4'-0 OF FIRE Drawn By: ASM RETARDENT PLYWOOD 4xW DECKING EACH Checked By: GA DIRECTION x IX Permit Release Set: ROOF TRUSS XX July 22, 2016 xx Construction Release Set: 2" STEEL CHANNEL Ax Revisions ALUMINUM ANGLE,EACH No. Date Description SIDE OF WALL ,,._.,...._,. _..... x X R-30 BATT INSULATION Ax, I r t I 1 LAYER OF 5/8" TYPE 'X' GYPSUM BOARD FIRE BLOCKING AS REQUIRED ALUMINUM ANGLE,EACH SIDE OF WALLAx SINGLE LAYER OF 5/8" - TYPE 'X' GYPSUM BOARD 3-1/2",R-11 BATT INSULATION 1 ONE SIDE TYPICAL I" AIR SPACE XX (2)111 GYPSUM LINERXX PANELS FRICTION FITXX INTO "H" SHAPED STUDS 0 2016 Poole&Poole Architecture,LLC Drawings and specifications are and shalt 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 Ceilin at BuildingSeparation Wall engineers knowledge, the plans and 4 specifications comply with the Scale: 3" = 1'-0" Detail applicable minimum building codes and the applicable fire-safety standards as determined by the local 3-1/2",R-11 BATT authority in accordance with 2014 INSULATION FBC and Chapter 633 statutes. ONE SIDE TYPICAL :' NOTE: SEE SECTIONS FOR PLATE SIDLE LAYER OF 5/8" HEIGHT CHANGES_ TYPE 'X' GYPSUM BOARD i I i _\ Y� ALUMINUM ANGLE, EACH SIDE OF WALL s RE:S TURAL WOOD TRIM RED 2x4 STUDS SEE ENGINEE >>: t':'•f PECIFICATIONS ; / v THIRD THIRD FLOOR FLOOR -+— •— c: 23/32" TOG -= (� 0,5.5.DECKING E L.L 3 0 7C) IZ U A5.5 FLEXIBLE LATEX OR =µ �4 51LIC-ONE CAULKKXK r Cn FLOOR TRUSSES �°o fs�' wE6 .0 STC/I IC 50 STC/I 50 MIN E -C L SINGLE LAYER OF _ 5/8" TYPE 'C' GYPSUM Q F--- Q - x C: Cr \\ • FIRE BLOCKING AS REQUIRED , - SINGLE LAYER OF 5/8" TYPE 'X'GYPSUM BOARD 3-1/211,R-II BATT _., -` SECOND SECOND NSULATION ' FLOOR FLOOR ONE SIDE TYPICAL t w P AIR SPACE . j( d t3; Xx (2) P GYPSUM LINER "Ir PANELS FRICTION FIT INTO "H" SHAPED STUDS lan OPEN UEB 18°OM WEB STC/IIC 50 MIN STCAIC 50 MIN Floor Intersection at Building Separation Wall 3 ; K Scale: 1 1/2 = 1'-0" Detail a (2) I" GYPSUM ; LINER PANELS FRICTION FIT7-71 FIRST FIRST INTO "H" SHAPED STUDS .j FLOOR FLOOR P AIR SPACE SIDLE LAYER 5/8" _...� TYPE 'X' GYPSUM BOARD 3-1/2",R-11 BATT INSULATION ONE SIDE TYPICAL 2" STEEL CHANNEL — Drawing Title: TREATED WOOD SILL own a Interior Wall Sections SEALANT AS REQUIRED '" ACOUSTI G A L SEALANT �-- 1, 2 POWER DRIVEN , ° w CL FASTENER 24" OL, Base Plate at Building Separation Wall T ical Building Separation Wall o 2 Scale: 1 1 2" = 1'-0" Detail 1 Scale: 3/8"=1'-0" tin W / Seco W Seal DOOR SCHEDULE Notes: 1. Provide tempered glass per FBC 2012,Section 2406.1 where noted. 2. Final door&hardware selection to be coordinated with interior design drawings. 3.Two (2) panel door typical design or design team approved alternate. 4. Hardware manufacturer to be KWISET,or design team approved alternate. OCT 12- 1 2016 5. Provide delta style lever knobs. Finish to be brushed nickel. 6.Provide hinges as required if not provided with door set. (1) Pair per leaf for interior doors. (1-1/2)Pair per leaf for exterior doors. Michael R. Poole FL Lic. #AR0016766 3 7. Provide (1) stop for each interior door. 8. Releasing device for latch to be mounted between 34"and 48"above finish floor. z__ J e g 9. Provide weather-stripping and drip edge at all exterior doors. - 10. Rated doors must be tested in compliance with NFPA 252 or UL I OC. 2 11.All exterior doors to get kick plates. Door surface to be smooth for a minimum of i0"A.F.F. - - - - Size Type - o o° POOLE POOLE Ak(HIIE(Tqk[ _ m 3: 3736 Winterfield Road,Suite 102 o •C •p Midlothian, Virginia 23113 3 Q N Telephone 804.225.0215 Q _ ., o '> j www.2pa.net p a _ ♦- O 2 c .Q AA-0003522 Section a, �, _ C 0 8Project: 1550.00 Scale: 114' == 1'- " O •� a� o `a' a ° •o ° v v °° / 0 Section 3 4- U � C 3 �, CADD File: MSAM •�. "a — •a ° v �-- y a © � o ° :� Drawn By: ASM Of -r � = w zz n d- o V cn o° w = o°c A I Door Location Checked By: GA 30 V-0" 6'-8" 1-3/4' • a • • • 20 AmenityStora e 31 3`-0" 6'-8' 1-3/4" • a i i • 1 AmenityElectrical Permit Release Set: July 22, 2016 =N Construction Release ' C Set. Revisions No. Date Description - 1 09/12/16 Permit Comments _ 2 10/21/16 Permit Comments HATCHED AREA TO BE ALL - FRT FRAMING/5NEATNING II II Amenity4 - North Elevation l� L 7 Scale: 114' == 1'- " Elevation IL -1 L-1 / 0 E e anon I (P ®2016 Poole&Poole Architecture,LLC I I Drawings and specifications are and shall remain the I I property of Poole&Poole Architecture,LLC and shall not be used or reproduced In whole or part in any form I I without prior written consent of Poole&Poole Architecture,I.I.C. I I II T 1 I I o the best of the architects or I I I engineers knowledge, the plans and N I specifications comply with the I I applicable minimum building codes IF- 7 m I and the applicable fire-safety 4%00standards as determined by the local _ — — — �� authority in accordance with 2014 % — FBC and Chapter 633 statutes. _ II o _ i m Amenity - Roof Plan f � - -- - 3 - Scale: 1/4" = 1'-0" Plan CEMENT _ STsuGTUaE Pte' PER WPRQVED St B - - -- - - -- __ - - - - ��atF .,,. , . IvTaot� _ STAN' OL , CO t� -, 2'-YJY2O 11 31-811 11 3I-811 �� 3'-811 11 21-011 i fL/ Amenity - East Elevation _ __ -- ___ __ ___-_ __ _ _ _- b Scale: 1/4" = 1'-0" Elevation C3 4__ r- -� a o o •- •� 0 'Its% .� � U_ E 0 0 0 -� SEE ENGINEERED 00 00 U SPECIFIC Q I ATIO _ m _ a O �ll� C:E 1*- m _ -_ -_ .__ _ �- b_1 t _ --------- Q C 1cr C: (1 _. �► m e � Amenity - RCP 2- Scale: 1/4 = 1'-0" Plan Amenity - South Elevation 5 Scale: 114' = 1'-0" Elevation/ e r-41111 15'-gyll 11-411 31- (2ll 1 1-411 6 % et Nt r r , STO _r s: � N N � ��11 ' 30 y F, AMENITY 11 44) -- --_ E fi � 31 Drawing Title: - o FI i=r__r�►ical _ . Amenity r . w ' 4 k, baa x LL .... < t I' 3 21 I' - - - z w 1 CL AmenityPlan AmenityWest Elevation AmenityPlan • oeo 9 n _ r n 4rr _ r r rr _ r rr w Scale: 3116' = I'-U' Plan Scale: 114' == 1 -0' Elevation Scale: 114! - 1 -0 Plan Q _ UJ _ w r Seal +7.50 +7.50 + .50 + .50 = * : No.59659 5A 4 ��x I ` FO U N DATI 0 N PLAN NOTES: ';`' �'''�. � .P'• �' 7.50+ �� �\�� L = � +7.50 I �� ��� . . _ � � .4�P .. � V VAP R SHAL 4 THK CONCRETE SLAB 0 ER 0 b S ON GRADE L BE � . .. I ' 1. TYPICAL LAB l T D STR U CTU RAL T I R M PAC E SUITAB NA URAL SO LS 0 CO ARRI R OVER LE B E FL RIDA PE N . 9 9 MATTHEW HRH 0 0 5 65 { :� " �; I SC UC R S 8c NFO T F ADD L E CT T CHNICAL REPOR OR FI E PROJE GEO E ' � �� LL SE Q ;. �: �;_ _ ' . .. - 0 ATED WI F T SHE WWF 6x6 W 1.4xW 1.4 L C �s..:, ,"" REINFORCE SLAB TH LA ET I I � L � I : 1-1 2 FROM TOP OF SLAB. ,. . . / :" { L �. . � � '' r - � » �� :_ �� - - - . ,. ::. '` 0 0 OC MAX {, � �" I - 2. PROVIDE SLAB ON GRADE SAW CUT CONTROL JOINTS. ® 2 .; . r�: �. - .. ;: ��: .. :.,.... - ... - - .: . :. � - B 1 __ BZ 1 _ _ 2 _ _ .. _ � _ : _ __ ; . _ ____ _ _ I J INT AS RE D. SEE 1 S6.1 __ __ {_ __ __ _ AT RESIDENTIAL AREAS & CONSTRUCT ON 0 S Q �:: ; B � 1. B3 1 .. I , . . _. FRA INFO. , - �.:. 0 DD L 1, :.: __ . � , ,{ � 3 � B 9 -.�� I I _L: : ., , .,.. ,; ��.�� ��� -: : ;,:: I _�._� �. .,.� ; . . � �, S6.1 4._.__..:_................._ : n.: � ----_ �. � S6.1 �: � ----- � � ����.�������' I 3. ALL. FOOTINGS SHALL BE CENTERED BELOW COLUMNS AND WALLS � I I - � I _� - � "� I I ( I _t' � ��-��� � ( UNLESS SPECIFICALLY SHOWN OTHERWISE ON PLAN OR DETAILS. . :. � � ,.,,_.,,,� - � r�� 4. PROVIDE CRACK CONTROL BARS AT RE-ENTRANT SLAB CORNERS. SEE I I I I r- r -� I � I I 2 ( 11/S6.1 FOR ADD'L INFO. I 2 I � I '�--1 � I ----) �----- I � I ss.1 I ( S6.1 I L J F3 C- - I L J F3 C_-_ ___� WP L J I � S6.1 5. SEE SO DWG SERIES FOR GENERAL NOTES. 5 I rl ', I I wP -� i wP -, �- I I r' I I [ {{ { E I `--' I I r-� 6 I I r-� 3 I I r-� I I �-J I 6. SEE 10/S6.1 FOR MECHANICAL PIPE THRU FOUNDATION WALL OR BELOW POOlE 4 POOLE RRCNITECT�RE S6.1 I � ( 12 I I � I I I I I I FOOTING INFO. 3736 Winterfield Road, Suite102 S6.1 S6.1 � � r. FFE 8.50 I ( � � `� I S6.1 { { 4� , I I I ( �-�-�� I I FFE 8.50 -� I 5 Midlothian, Virginia 231 13 E � i . � � ' � � 7. WARP FINISHED CONCRETE SURFACE AT BLDG ENTRANCES AS REQ'D. I �-,�:--�--. .�-aL- ---- -� �-�= .._�::,L-- -----� �---- ---J �..�.- .� I Tel 21 I S61 ephone 804 225 0 5 �.._... 8. GEOTECHNICAL ENGINEER SHALL VERIFY ALLOWABLE BEARING PRESSURE www.2pa.net I I � I I AT ALL FOOTING EXCAVATIONS PRIOR TO FOOTING PLACEMENT. I r I � �' :I _--- _! 9. SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS TO INTERIOR I-------� ------ -------� ,�,,,_, �_,_,„T,,,,,__„_ �_,,,,,�_,,,,.�„--}' ,�_-_�_,,,,,,�.,....�„+,_.,,,,,..,,,,,,_ BEARING WALLS, SLAB RECESSES, SLOPED AREAS, EDGE O F SLAB n��/7 +7.50 " -- ----� +7.50 DIMENSIONS AND SLAB ELEVATIONS NOT GIVEN. Vlrw�� � "� ' +7.50 +7.50 � I ' �- " .� ,_ 7 5 ss.1 Sfi.1 FOUNDATION PLAN LEGEND: � ��. :��. �� �� . �.��. F3 DENOTES COLUMN FOOTING. SEE SCHEDULE ON S1.1 r�Mllllfo��M 8.5� DENOTES T/SLAB ON GRADE (FINISHED FLOOR) DATUM ELEVATION 8TRUCTURAL ENGINEER8 7905 Westside Pkwy, Ste. 2D0 � BUILDING 1 FOUNDATION PLAN Alpharetta, GA 30009 +7.55 DENOTES APPROXIMATE EXTERfOR SPOT ELEVATION. S1.1 SCALE: 1/8» = 1'-O" THESE ELEV'S WERE USED AS THE BASIS FOR SETTING (7 7 0} 6 4 2 - 1 21 3 THE TOP OF FOOTING ELEV'S SHOWN ON PLAN. SPOT ELEV'S ON .STRUCT DWGS ARE NOT TO BE USED FOR 4 EARTHWORK AND GRADING OPERATIONS. Project: S6.1 IF FINAL GRADES SHOWN ON CIVIL DWGS DEVIATE CADD File: FROM SPOT ELEV'S SHOWN ON STRUCT DWGS THE GC Drawn By: IB SHALL NOTIFY THE STRUCTURAL ENGINEER BEFORE FTG +7.55 +�• 5 PLACEMENT. IF GRADES SHOWN ON CIVIL ARE LOWER, Checked By: CO 5A 7.55+ -� � FOOTING ELEVATIONS SHALL BE LOWERED TO MAINTAIN 7.55+ �� �- 4 r _;:..�..,,...........�..�_.�._...�� .....;..�^..,..._.;_......:_.,._.,.,.....,�. » Permit Release: =[""' � S6.1 - S6.1 '-1 BOTT OF FOOTINGS AT 12 MIN BELOW GRADE I "' I July 22, 2016 .. -, ;; �. I � I INDICATES SLAB STEP. SEE ARCH DWGS FOR EXACT � ' { +7.55 + I STEP DIMENSION. Construction Release Set: {' R S E P N S B A EAS E `". `" IN IAT RECESS. OR SLO I G LA � .: __ _ .. . : _ ` ' D C ES v' i n R Iso s N THS. e R IM & SOP LEG �. {': ARCH FOR ECESS D L E . � ,,, ;. ., .. - � - . No. Date Descri tion . P _ _ _ ...; » o .- _ . _-. __ , . � _ . _. _ .: _ _. __., _ _ __ � : +7.50 T _ _ _ _ _. _ __ _ .,.. _ .� __ I __ __ WP DENOTES 6x6 WOOD POS I. L 1 Pr ress e t . ... -. ; �, . 9.1 o S . _ � �, " ' " � I .�. ,. I � .. �. �.. � � 10.21.16 Permit Comments r _ � � . I, 2 �" .. ��� 1 �: = � I; � . s I 4 :. ;., , ':� :. i - B 1 - 8� 1 B2 1 " , 2 . I � B� _1 I �' I I I. �. I: ; " I I .. . ��_ ..�. v. . A I RFI Re Isions . I .�:; �.I I S / - -- � �- ---- ;: .. . __ � � , � ;... # � �. . , : �.: �� . � I� I I f � No. Date Descri tion I I ---� I I r--� k � � - M - .. �. J L r--i .,,�.,. � ,. � r- ,.:.�. J �-� r- I 2 I r-� I r� I I I-� I 3A I { I F3 - --� I F3 ----� I---- F3 I I ss.1 I { 2 5 I rI � S6.1 I I LJ WP �___� ( LJ Wp C----� r----� 6 WP �J � I � I S6.1 I S6.1 I � �� I r-� 12 6 ( I r--� 3 I I S6.1 r-� I I �"1 { I I ��' ��._ � ss.1 ss.1 I I,; ...x.....� ss.1 I I � .. ...A._ ,\ I I I � I I I .. I I I I I I '1 I 5 I FFE .8.55 I �;. : i L- ---- -J �� L- -----J L---- ---J �� I FFE 8.55 6 I S6.1 �""" " �' "�°' � � �� ©2016 Poole&Poole Architecture,LLC I I 4 I 2 ( Drawings and specifications are and shall remain the 2 ., � I � � { property of Poole i;<Poole Architecture,LLC and shall not �•� I r I It 1 ;; I be used or reproduced in whole or part in any form i 1 t fP f &P I -_---� r------ ------ ---- consen o ooe ooe �_ � without prior written Architecture LLC ,,..�� +7.50 +7.50 ` . .. . : � COLUMN FOOTING SCHEDULE _ +7.50 . +7. 0 E � � 5 SIZE .. _ _.�, REINFORCING ,_ COMMENTS ss.1 sTaucTURE PLACEMENT MARK (LENGTHxWIDTHxTHK) (EW BOTT UNO) S6.1 PER APPROVED SITE PLAN iS NOT 1/ERIFIED BY AI�tY STANDARD couNTY iNspECTioN � ' F3 3,_0»x3 _0„x1,_0» 4#4 _ ,. .�:_, F4 4�_O.,x4,_0„x1,_0» 5#5 2 BUILDING 2 FOUNDATION PLAN � $�.� SCALE: 1 8» = 1'-0» -� � / • i O � � '�_ S � � o � � 4 � �_ � S6.1 0 �to U U I� � O � � +7.60 5A + .60 +7. 0 � -�- � m :. "... +7.60 4 " � � � � •- � �- � �" +7.60 7.60+ .: , Q . ;. - ;". ; �' ��. . .. __ .. � �- ;., .: �„; .. .. ,,..._,..�....� ....»,.�...,.,,.._�,.,..,.....�.�.,..�....»....M�,,, � .... ..,�...,K,..�...�...�....,...�._..�.�. ,..�. __ __.: _ _ __- _ _ - __ _ _.. ... _, - .: .. ; . _ _ __ __ _ __.. __ _: _ _ " ' � . .. - :__ .: , . .. ,. . _. � �. . . . . »: .. : .. ;.. . _ ,: .: _.. ."� . , �.. . " ,; . .. � .. . - ,. � , � ." . '; i ,. _ . . ,. .. , .. , .. , . , . � . : .: ..�. _ I ". .. : ; . . . , . , a : : ; : _ _ ;. . . _ __ , . � _ �. : I . . . � I _ �. r . ,. . , . - : . :: .. � :� ,. �. . , ,. � . _;. � _ � . ; . I . .: : .- _ : . . .. . .�; , B 1 B� 1 : B 1 ; _ 2 . ... _.. :. � _. _ _ " . . 3 1 B B� 1.� . , _ : �. . I :, �.... :; . .. . � �� . , � . :; .. ... _ �_ 3 � - -�. - L _... . . :: , . : :;. ,. . , ; :_.. ..�. .:.. ...M. ���- .++..�Y�I..•LIIIILG:Iw!.IM.:++d+glM.:..!!!�Ml.`..r++M:'.:. �.._. �.:. .... : �,. (p� ..: �• - - ,:: _ � ... ----- I I I ,- �, I I .; Z -1 �---' Lr-� � � .....'r- � I I I I 2 I �'-1 I r-1 I I r e I ss.1 I I 2 I I S6.1 I I F3 --`.� I F3 ---� (---- F3 I I n S6.1 I 5 I �I ', I LJ wP C----� I LJ WP ----I r-----� wP �J I I r' I I �� I - I - 3 I I - I �� I 5 S6.1 � I I r _.. 12 6 I r � r � I S6.1 I ( �� S6.1 I I , ..�...... S6.1 I I � ........... I I FFE 8.60 . I I I I �-��I ss.1 I I � ' � I I I I . . �� I I I FFE 8.60 I � :� `L- ---- -J �-�-`�, L-- -----J L---- ---J. � � ( g I II _..�- .�-.....�.. .� �.�_.�- { 2 I -. L------- ------ � � � � � ------ ---- � � � � ,...- ;: 7.60+ =; -= "- .:: ., � _. _ ,-` +7.60 . +7,60 7.60+ ,� : �,. _ , 5 - Drawing Title: � ss.1 Building 1, 2, & 3 S6.1 Foundation Plans � ',I 3 BUILDING 3 FOUNDATION PLAN � °� $'I.'I SCALE: 1 8» = 1,-0" � � / o • o w W J W _i Seal ,/�5 S6.1 S6.1 F4 - +7.50 +7 +750 WP ' * • No.59659 .50 . +7.50 r------------ T-� I--T ------------ -- -- --- I I 12 100 5 Mj I l - �•- - =---- - .- .-- -� I I I I J s6.1 9 FOUNDATION PLAN NOTES I FFE 8.55 I I I I I I --- - A� �+�+ •lV I FFE 8.55 rMATTHEW S.CHURCH,FLORIDA PE No. 59659 5 2 II I I L 3B I 111. TYPICAL SLAB ON GRADE SHALL BE 4 THK CONCRETE SLAB OVER VAPOR I 2 ( I I BARRIER OVER SUITABLE NATURAL SOILS OR COMPACTED STRUCTURAL S6.1 (� S6.1 I ( I S6.1 I I I I 2 FILL. SEE PROJECT GEOTECHNICAL REPORT FOR ADD'L REQS & INFO. I I ( I I I } REINFORCE SLAB WITH FLAT SHEET WWF 6x6-W1.4xW1.4 LOCATED - - - I 1-1 2 FROM TOP OF SLAB. - C1 1 ALT I B1 1 II � I I I I ( I 2 2. PROVIDE SLAB-ON-GRADE SAW CUT CONTROL JOINTS 0 20'-0" OC MAX I I I ;` I I I AT RESIDENTIAL AREAS & CONSTRUCTION JOINTS AS REQ'D. SEE 1/S6.1 s I II I ss.1 I I I , J I I I I L J I FOR ADD L INFO. ss.1 5A L I I S6.1 I' ( ) S6.1 3. ALL FOOTINGS SHALL BE CENTERED BELOW COLUMNS AND WALLS II r UNLESS SPECIFICALLY SHOWN OTHERWISE ON PLAN OR DETAILS. -- -- ----- - --- --•--'------------J # 4. PROVIDE CRACK CONTROL BARS AT RE-ENTRANT SLAB CORNERS. SEE +7.50 .. 1 1/S6.1 FOR ADD'L INFO. ..:.J +7.55 S - - +7.55 5. SEE SO DWG SERIES FOR GENERAL NOTES. POOLE 6 POOLE AWITIGUE 4 S6.1 6. SEE 10/S6.1 FOR MECHANICAL PIPE THRU FOUNDATION WALL OR BELOW 3736 Winterfield Road, Suite 102 5AFOOTING INFO. Midlothian, Virginia 23113 S6.1 S6.1 13 - Telephone 804.225.0215 S6.1 7. WARP FINISHED CONCRETE SURFACE AT BLDG ENTRANCES AS REQ D. www.2pa.net +7.55 8. GEOTECHNICAL ENGINEER SHALL VERIFY ALLOWABLE BEARING PRESSURE AT ALL FOOTING EXCAVATIONS PRIOR TO FOOTING PLACEMENT. 9. SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS TO INTERIOR BEARING WALLS, SLAB RECESSES, SLOPED AREAS, EDGE OF SLAB 4 BUILDING 4 FOUNDATION PLAN DIMENSIONS AND SLAB ELEVATIONS NOT GIVEN. SCALE: 1/8"' = 1'-0" 0 FOUNDATION PLAN LEGEND: 5 5 F3 DENOTES COLUMN FOOTING. SEE SCHEDULE ON S1.1 CHURCH STRUCTURAL ENGINEERS S6.1 56.1 F4 8.50 DENOTES T/SLAB ON GRADE (FINISHED FLOOR) DATUM ELEVATION 7905 Westside Pkwy, Ste. 200A I p h a r e t t a, GA 3 0 0 0 9 WP +7.50 7.50+ +7.50 +7.50 -1-7.55 DENOTES APPROXIMATE EXTERIOR SPOT ELEVATION. (7 7 0) 6 4 2 - 1 21 3 r------ --- - ------- ---- -T-----I I--7 ------ -----� THESE ELEV'S WERE USED AS THE BASIS FOR SETTING 5 12 f I L_-.1 F--.J I ( THE TOP OF FOOTING ELEV'S SHOWN ON PLAN. SPOT Pro�ect: S6.1 -- - r r ELEV'S ON STRUCT DWGS ARE NOT TO BE USED FOR 1 I J 9 L I I I I r" S6.1 _ _ _ _ ..�. _ __ _-__J'- - I I I I k3 r I ( I EARTHWORK AND GRADING OPERATIONS. CADDFile: s6.1 IF FINAL GRADES SHOWN ON CIVIL DWGS DEVIATE Drawn By: IB I IFROM SPOT ELEV'S SHOWN ON STRUCT DWGS THE GC 1 FFE 8.50 I I TI;, IChecked By: CO 1=; ?4ksIIiI SHALL NOTIFY THE STRUCTURAL ENGINEER BEFORE FTG S6.1 PLACEMENT. IF GRADES SHOWN ON CIVIL ARE LOWER, Permit Release: 2 I FOOTING ELEVATIONS SHALL BE LOWERED TO MAINTAIN I I I I I II I( S6.1 II 2" MIN BELOW GRADE July 22, 20162 C -181 -1 C1 -1 -ALT 2A Construction Release Set: INDICATES SLAB STEP. SEE ARCH DWGS FOR EXACT I I 2 ( I I S6.1 ( I .-� I STEP DIMENSION. { I I I I I L I I I FFE 8.50 I Revisions I S6.1 J I I L INDICATES RECESS OR SLOPING SLAB AREAS. SEE r5A I 6 I 0 ARCH FOR RECESS DIM & SLOPE LENGTHS. No. Date Description I I s I >; I ss.1 2 I 1 1 Progress t s6.1 .. -------- -- -----I 8. 9. 6 ogessSe DENOTES 6"x6" WOOD POST WP 10.21.16 Permit Comments +7.50 2 - .- ; 5 7.50+ 4 5A ASI / RFI Revisions + No. Date Description S67.501\�� .1 13 S6.1 7.50+ S6.1 5 BUILDING 5 FOUNDATION PLAN © Poole Poole Architecture,LLC Drawings specifications and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not $ SCALE: 1/8" = 1'-0" be used or reproduced in whole or part in any form • without prior written consent of Poole&Poole Architecture,LLC. COLUMN FOOTING SCHEDULE i SIZE REINFORCING TURE PLACEMENT MARK (LENGTH xWI DTH xTH K) (EW BOTT UNO) COMMENTS STRUC PER APPROVED SITE PLAN ANY IS NOTVERIFIEDF3 3'-0"x3'_0"x1'_0" 4#4 STANDARD COUNTY INSPECTION F4 4'_0„x4'_0"x1,_0" 5#5 O � � •L 4 S � �= o � LL S6.1 O E _c O 'vi U 7.50+ +7.50 U O 0 Cno r5A I ,` 'I /5A I i S6.1 III,. 3BS6OQ- •1- i Q I , �. I O Q B3-1 B3-1 _ _ ........................._........_._. .... .....: f.._..L.._. _ r_J L_r- r---zJr..- 2 5 I (� I S6.1 I I I s6.1 I I � � I I S6.1 I LJ 3I t-J ss.1 I FFE8.50 I YA5 6 I I I s6.1 I 1 I ss.1 I I 2 I r I I I L______� -_� �_____.� +7.50 +7.50 5 S6.1 Drawing Title: Building 4, 5 & 6 7 Foundation Plans S6.1 Ciew a_ oc s BUILDING 6 FOUNDATION PLAN O U_ SCALE: 1/8" = 1 -0" 0 w Q w J W i Seal ,,���111111/1///f, `%. 14%% p�,�\,V�CEN Sc � ` ' * : No.59659 �c ,��• T P cam, % Arf/fll�l��� It MATTHEW S.CHURCH,FLORIDA PE No. 59659 LOW ROOF TRUSS LOW ROOF TRUSS FRAMING SEE S3 FRAMING SEE S3 SERIES FOR TYP ROOF SERIES FOR TYP ROOF NOTES NOTES 1 JLP009 6 P001[ ANITI(THE JL JL JL JL JL JL JL J J JLJ J J J J FLOOR FRAMING PLAN NOTES: Suite 102 71 r•. •� .•_ .,� I I 3736 Winterfield Road S Midlothian, Virginia 23113 r I1 L ( I I ( I 1. FLOOR FRAMING SHALL BE AS FOLLOWS: Telephone 804.225.0215 "ir J L I I lV, I I 1 ; A. UNIT FLOOR FRAMING. SEE NOTES ON S4.1. www.2pa.net *4 r11: I 1 S7.1 I I: ! ( -Jr JL II r I I I I II \� B. STAIR LANDING FRAMING SHALL BE AS FOLLOWS: %� 11 -i r JI BZ!� I 82-1 I .. B2� I 03-1 MID—LANDING: 2x10 @12" OC II J L � B3-1 11 I I L I I� I r r C. BALCONY FRAMING. SEE NOTES ON S4.1. L I -- -- - II k . 0 g ¢ ... � � .: a � s ' J si 2. 210-2 INDICATES WOOD BEAM HEADER DESIGNATION SEE BEAM HEADER SCHEDULE ON S4.0 FOR ADD L INFO. z I I IIII � :: -... ....... I I II BC4 INDICATES BUILT—UP COLUMN DESIGNATION. SEE BUILT—UP COL 3.LJL J CHURCH JLJSCHEDULE ON S4.0 FOR ADD L INFO. STRUCTURAL ENGINEERS y s,na L L J _4� r I " r I I -m .. » 7905 Westside Pkwy, Ste. 200 = 4. GT DENOTES GIRDER TRUSS LOCATION. PROVIDE 3 STUD MIN AT I I I I I EACH BEARING POINT UNO. SEE BUILT—UP COL SCHEDULE 1 ) I ;I I I ; 113 I I I ON S4.0 FOR ADD'L INFO. 1 (770 642 - 1213 I 1 — J L — _J �— I 1 I r- -- {�" '� _- -I r - �"' ';} {_ - —1 I-- - �' �"- - - - , I I S7.1 5. SEE S4 SERIES DWGS FOR INDIVIDUAL UNIT FLOOR FRAMING INFO. II L II I I J I I J I I r I I 6. "2K/1 J" DENOTES QUANTITY OF KING (K) & JAMB (J) STUDS AT EACH Project: END OF HEADER. CADD File: I =L ( � -_J 7. SEE S5 SERIES DWGS FOR ALL SHEAR WALL AND ANCHORAGE LOCATIONS. Drawn By: IB 8. SEE S7 SERIES DWGS FOR TYP FLOOR FRAMING DETAILS AND INFO. Checked By: CO 2 ENTRANCE CANOPY FRAMING ENTRANCE CANOPY FRAMING 2 9. SEE ARCH DWGS FOR EXACT FINISHED FLOOR ELEVATIONS. Permit Release: SEE DETAIL 3/S8.2 FOR SEE DETAIL 3/S8.2 RJuly 22, 2016 57.1 ADD'L INFO A D'L INFO S7.1 10. SEE GENERAL NOTES FOR LUMBER SPECIES AND GRADE REQS. Construction Release Set: 11. ALL COL'S, INCLUDING STUD PACKS, MUST ALIGN FLOOR-TO-FLOOR WITH SOLID - 2 BLOCKING OF THE SAME SIZE, QUANTITY AND DIMENSION SUPPORT STHECOL ABOVE, AT Revisions FLOOR CAVITY LOCATIONS. CONTINUE TO SLAB OR 2 No. Date Description 1 BUILDING 1 , 2 & 3 2nd FLOOR F AMING PLAN 12. ALL TRUSS TO BEAM CONNECTIONS SHALL BE THA SERIES TRUSS HANGERS UNO 8.19.16 Progress Set ON PLAN OR IN SECTIONS. g 52.1 SCALE: 1/8" = 1'-0" 10.21.16 Permit Comments 13. ALL CONNECTOR TYPES REFER TO SIMPSON STRONG-TIE SPECIFICATIONS. SEE 2 GENERAL NOTES FOR ADD'L INFO. 14. SEE S7.0 FOR GENERAL SECTIONS AT SPRINKLER PIPE SUPPORT, METAL STAIR CONNECTION, WOOD MEMBER PENETRATIONS AND FRAMING AT WASHER HOOKUP ASI / RFI Revisions BOX. No. Date Description 15. DENOTES LOCATION OF MECH DUCT PENETRATION THRU CEILING. TRUSS SUPPLIER SHALL COORDINATE LOCATION OF TRUSSES W/PENETRATION. SEE ARCH DWGS FOR EXACT LOCATION. 16. DENOTES AREA OF FLOOR SHEATHING TO BE BLOCKED SOLID 0 ALL i- ---- -- — - ---- - - - -- PANEL EDGES & FASTENED W/ 1 Od NAILS 0 4 OC 0 PANEL —J I L J L J J I L_ — — EDGES & 4" OC 0 INTERIOR SUPPORTS. F I r -1 r I 3 I 1 1 _ SEE S3 SERIES I 57.1 I SEE S3 SERIES _ 02016 Poole&Poole Architecture,LLC r ( FOR ROOF I ( FOR ROOF I(— Drawings and specifications are and shall remain the TRUSS FRAMING B3-2 82-2 82-2 82-2 ( 3-2 TRUSS FRAMING I property Poole Poole Architecture,LLC and shalt not II II II II I I I be used orr reproduced in n whole or part in any form without prior written consent of Poole s.Poole IVI J 'II V 11 (I r 1 r L I ( I( Architecture,LLC. II A II 1 , J I A I IAI i 1- -- ---1— ._..�J I I s -- --x II _11 r _ i — LiI I I I I I I I l I - -'— "' t II II II II II II r IL —�=— —__; uu J i JIL JL IL JIL J L J rT L I i� J II II II II II _ _ —iI � L II I II II II I11 r d •� O J II II II II II II II L I -f- O r S C: L 0 '�n U U O O O -+- Cn � � O U 2 2 (D V E S7.1 Q C r�2 BUILDING 1 , 2 & 3 3rd FLOOR FRAMING PLAN S2.1 SCALE: 1/8 = 1 —0 Drawing Title: Building 1, 2 & 3 2nd & 3rd Floor Framing Plan W ° a- 0 • L- 0 W Q J W le Seal `` ��rrrrrrriiir '����G E NS•Fu�� �' : . No.59659 1 STATE OF S7.1 S7.1 � Q ` ',. S7.1 S7.1 ''�� ,�``' 2 2 59 S7.1 S7.1 MATTHEW S.CHURCH,FLORIDA PE No. 59659 L i I I . .., . �� I I . ;,�-.�d�.r. L L ;e,,. . L Ii L L L L L nft11 I� I I I I ° r� I ,.: ,. I ( ,' I t r� r° €°� I f l ( (� r« "ir°� IF 1- i I I; t;, AH.... 1 II.. ,n, ; I I I I N1f NI # H . ' 3 I I I I /,)I 1 1 A T I ! 8 1 -1 I I 81 -1 I C 1 -1 -ALT I�;....... II I I 3 C1 2I S7.1 l I1 I f- S7.1 i .... ! 1.... .. :..: PUDIE 6 POOLE ARNITE(TRE 102 1 S7.1 3736 Winterfield Road Suite]02 r � I� 17 rm 9 . 9 r~ � "Ir� I I r� -I rm � -I r� -Ir . J _ Midlo#hian, Virginia 23113 1: I I I I r� 1 ' rm ~1 rw 9 -1 r IF rtl I I r- � -i r Ir°° 9 -1 r r- , "1II r� � 7 - JI !L J 57.1 S7.1 ! ( Telephone 804.225.0215 www.2pa.net ! I f I I I LOW ROOF TRUSS LOW ROOF TRUSS LOW ROOF TRUSS FRAMING SEE S3 FRAMING SEE S3 LOW ROOF TRUSS FRAMIING SEE S3 0 SERIES FOR TYP ROOF FRAMNG SEE S3 SERIES FOR TYP ROOF NOTES SERBS FOR TYP ROOF SERIES FOR TYP ROOF NOTES NATES NOTES CHURCH STRUCTURAL ENGINEERS 00 7905 Westside Pkwy, Ste. 200 ri*`%� BUILDING 4 2nd FLOOR FRAMING PLAN 3 BUILDING 5 2nd FLOOR FRAMING PLAN Ai�i�aretta, GA 30008 52,2 SCALE: 1/8» - 1'-0" " __ °_ ,1 (770} 642 - 1213 52.2 ��A�E� �/8 - � ""'0 � Prosect: 2 2 CADD File: S7.1 S7.1 Drawn By: IB Checked By: CO Permit Release: r-- - -�.r..----- -- -_.._........._._--�-� t- - - -I r - - -� ���.._-- -.__.. _,_ _...__.._..._..._ . ---� � r---�-------.--- ---- -- .--L-� July 22, 2016 I - - Construction Release Set. ! C1 2 I I I I II I f II I ! i I I - I Revision I I # -2-ALT -I 1 1 f !! # I -2-ALT # I 1 2 I s I I C 1 I II I 7 1 II 1 1 C 1 l I ! -- ! I No. Date Description i �I j SEE S3 SERIES I I SEE S3 SERIES I I I n - -- - J ,h. II S, 1 57,1 II L - SEE S3 SERIES I ( SEE S3 SERIES I FOR ROOF FOR ROOF I ,::. .. I I :.,. ---- II lents TRUSS FRAMING I I I I# „: 1 FOR ROOF j I FOR ROOF I I TRUSS FRAMNG I I I ( ,.. B 1 -2 I I I I I I I-- �I I B 1 -2 TRUSS FRAMNG # I TRUSS FRAMNG L ; I !: i ,.......,,,.,...., I I `,, /S 1 .I 1 I I II I I I--�-=1I I I r••:r� _. -.. I I 1 ASI / RFI Revisions fl I II I I! I No. Date Description I! 57.1 , J II I ! II ! ! I I II I I II L iLi I I �i I I � IIIF r- J� J L --,�_ I I _ J L _ 17- - - -- - - -c .-. -- - -- --cam -- _ I I I I 1 i the ! I I I z shall not "016 Pno!e�Poole a.rci�:iteclure,Ll. rm Drawings and specifications are and sf gall remain�Ihe: nor ertr of Poole&Poole Architecture,LL C and shall not ins used or reproduced in whole or part i any fon? wthout orio,o.,ritiE;,consent of Foote&Poole LOW ROOF' TRUSS LOW ROOF TRUSS ( 2 '� BUILDING 4 3rd FLOOR FRAMING PLAN FRAMNGSEES3 FRAI+�VGSEES3 K4 PUILDING 5 3rd FLOOR FRAMING PLAN •' SERIES FOR TYP RO SERES FOR TYP ROOF 52.2 SCALE: 1/8" - 1'-t " NOTES NOTES S2.2 SCALE; 1/8" = 1'-0" W FLOOR FRAMING P .� O F LAN NOTES, E �,,, � 1. FLOOR FRAMING SHALL BE AS FOLLOWS: 0 A. UNIT FLOOR FRAMING. SEE NOTES ON S4.1. . E LL U_ O B. STAIR LANDING FRAMING SHALL BE AS FOLLOWS: 0 MID-LANDING: 2x10 0 12" OC -i--- L� C. BALCONY FRAMING. SEE NOTES ON S4,1. "' CU " " E 2. 210-2 INDICATES WOOD BEAM/HEADER DESIGNATION SEE +�- BEAM/HEADER SCHEDULE ON S4.0 FOR ADD L INFO. ,0 -t,_. 3. BC4 INDICATES BUILT-UP COLUMN DESIGNATION. SEE BUILT-UP COL < � SCHEDULE ON S4.0 FOR ADD'L INFO. 4. GT DENOTES GIRDER TRUSS LOCATION. PROVIDE 3 STUD MIN AT � EACH BEARING POINT UNO. SEE BUILT-UP COL SCHEDULE ON S4.0 FOR ADD'L INFO. 5. SEE S4 SERIES DWGS FOR INDIVIDUAL UNIT FLOOR FRAMING INFO. 6. "2K/1J" DENOTES QUANTITY OF KING (K) & JAMB (J) STUDS AT EACH END OF HEADER. 7. SEE S5 SERIES DWGS FOR ALL SHEAR WALL AND ANCHORAGE LOCATIONS. 8. SEE S7 SERIES DWGS FOR TYP FLOOR FRAMING DETAILS AND INFO. 9. SEE ARCH DWGS FOR EXACT FINISHED FLOOR ELEVATIONS. 10. SEE GENERAL NOTES FOR LUMBER SPECIES AND GRADE REQ'S. 11. ALL COL'S, INCLUDING STUD PACKS, MUST ALIGN FLOOR-TO-FLOOR WITH SOLID BLOCKING OF THE SAME SIZE, QUANTITY AND DIMENSION AS THE COL ABOVE, AT FLOOR CAVITY LOCATIONS. CONTINUE TO SLAB OR BEAM SUPPORT BELOW. 12. ALL TRUSS TO BEAM CONNECTIONS SHALL BE THA SERIES TRUSS HANGERS UNO ON PLAN OR IN SECTIONS. 13. ALL CONNECTOR TYPES REFER TO SIMPSON STRONG-TIE SPECIFICATIONS. SEE GENERAL NOTES FOR ADD'L INFO. 14. SEE S7.0 FOR GENERAL SECTIONS AT SPRINKLER PIPE SUPPORT, METAL STAIR CONNECTION, WOOD MEMBER PENL-TRATIONS AND FRAMING AT WASHER HOOKUP BOX. ,,� ; Drawing Title. 15. DENOTES LOCATION OF MECH DUCT PENETRATION THRU � Building 4 & 5 h� CEILING. TRUSS SUPPLIER SHALL COORDINATE LOCATION OF a' ', 7h4 2nd & 3rd Floor TRUSSES W/PENETRATION. SEE ARCH DWGS FOR EXACT r# ; LOCATION. _� r Framing Plan 16. DENOTES AREA OF FLOOR SHEATHING TO BE BLOCKED SOLID 0 ALL PANEL EDGES & FASTENED W 1O NAILS 0 4" OC 0 PANEL °W- EDGES & 4" OC ® INTERIOR SUPPORTS. �� :r f.' "R Y. w - 1 O a � U v ry I� O Q LU J V) w Q De w _..-------"' w Seal * • No.59659 datoe 7 3 _-o • c 1 1 7 S8.1,/�7 R , p; S8.1 S8.1 S8.1 S8.1 210-2 210-2 210-2 208-2 208-2 208-2 208-2 208-2 208-2 210-2 208-2 208-2 IP' 208 .2 208-2 _ MATTHEW S.CHURCH,FLORIDA PE No. 59659 r- - - -- - - -- -) -1 I INi I I I I 111 111 i INi 111 I I Iii 111 � I - I r I i i Iii i11 1 -- I N 9 N N ( I 11 _ X I `; 4 o I S8.1 - co 4 I - 1 g - B o ss.i 4 N 8 2 B N ss.1 4 N � II II II 111 II N S8.1 11 II II 111 II i - -- i 11 1 C14 c1q _ N p1 =- I I = _- 1 i11 Ili 9 I - 00 00 N N N 1 111 Ili s8.1 I I N II I I I _ II POO1[ 6 POOLE ANITE(ME II 1 I 111 Ili I I I 208-2 208-2 I 208-2 208-2 IL 208-2 208-2 i I 1 I i 1 208-2 208-2 - -- . ! - - 37 2 II 1 1 _... ..._...... ... _ g - I II I I I 1 3 E �.... Ei i m -I _ • :: ii _3 E Virginia 23113 ,w Midlothian, a 3 Tele one 804.225.0215 I1_4 3i :3 f. 1 - 0 P I ...__. www. a.net _... .-...�--__,.-�..�.__ --�--�---: �.._ ..�... ._ . 2 p � _: E _ i_ ': ! � 33 ? ; !• j' 71 ! t; ;i '3 i3 � -��V - •� E! ! is ray....:......-..........�. ................_...• :� : E :: .. :�'•-. --�-'...�-,�----�-�- 1 :. :: ,, � _ .�, '-�=_-.-�- ....E._. I ...... ................e....„......................:................._!:.......... . ..3 E .-tee:..».. 3 , E g3 208-2 208-2 208-2 208-2 208-2 208-2 208-2 208-2 208-2 M _ ..:..... ................._........_................._.............'�•^=-;E.-........ _ j -��• 4 PPW210 2 PPW210 .._. E 2 PPW210__ 3 ._... :i � !� �� <� 3 ....__ - 2 ROOF TOP DECK E -� -=�-:._.�-�.�.--- ---�--'. 210 210-2 S !: !� _._ ! ` : E ; E : - _ ..... if.. :....... , _ .v.......... TRELLIS FRAMING SEE 1/S8.2 FOR N SEE 1/S8.2 FOR ADD'L INFO (TYP) 3 g 3 3 ADD'L INFO (TYP) a 2 S82 S8.2 CHURCH S8.2 2 STRUCTURAL ENGINEERS 7905 Westside Pkwy, Ste. 200 Alpharetta, GA 30009 (770) 642 - 1213 BUILDING 1 , 2 & 3 ROOF FRAMING PLAN 4 BUILDING 6 ROOF FRAMING PLAN S3.1 SCALE: 1/8" = 1'-0" $3.1 SCALE: 1/8" = 1'-0" Project: CADD File: Drawn By: 113 Checked By: CO Permit Release: July 22, 2016 3 3 1 1 3 3 Construction Release Set: S8.1 S8.1 S8.1 S8.1 S8.1 S8.1 3 3 - - - - S8.1 - - - - - - - - - -- - - - - - Revisions ss.1 208 2 208 2 208 2 208 2 208 2 208 2 No. Date Description - - - - - - -- 210-2 210-2 210-2 210-2 8.19.16 Progress Set _ I gJ _ _ 2 10.21.16 Permit Comments - 9 I �� 1 i I 6 I n ( (� S8.1 I I 6 A\ C1 -2 4 C - S8.1 ss.1 I II I I li C 1 -2-ALT ss.1 4 ss.1 - I II 1 II 6 _ r s = 1 LT =- �- -i - ASI / RFI Revisions S8.1 1 II �-- = I II s8.1 II -_ - -I II ( ss.1 i II L_- - Date Lr II I) -,1 I I _ � lr- _ _ No. Description It- U I U U 1 -3 U u I 1 GT I GT 1-2 GT I GT I i i - , 3 i- 9 Yi t . II ( S81 ( - _.. _..._......._.:.__... _._._:.._.......................__....._ IL S8. ....... ........_ f s (2) PPW210 _• 71 _._.. (2) P�PW210 i (2) PPW210 (2) PPW210 . ....._• . ....�_ 1 I I I I i . 3 ...................:_..... ..._....:...._... _....... ._....: ...... _.............._-..........i.._....'. :'"�"', '�'»'�3'�"- ©2016 Poole 8.Poole Architecture LLC i - J - € (! - - 208-2 I! Drawings and specifications are and shall remain the 208-2 _ 208 2 _ 208 2 property of Poole&Poole Architecture,LLC and shall not E=F--J-208-2 - - 208-2 - - - - 208-2 - - 208_2 - - ROOF TOP DECK without used of reproduced in whole or part in any form TRELLIS FRAMING without prior written consent of Poole 8.Poole ROOF TOP DECK 208-2 208-2 - - L -- 208-2 208-2 SEE 1/S8.2 FOR Architecture,LLC. TRELLIS FRAMING 1 1 208-2 208-2 208-2 2 8-2 1 1 ADD'L INFO (TYP) SEE' 1/S8.2 FOR ADD'L INFO (TYP) S8.2 5 3 5 S8.2 S8.2 5 3 5 S8.2 S8.1 S8.1 S8.1 1 1 S8.1 S8.1 S8.1 2 2 X8.1 S8.1 i 4 ROOF FRAMING PLANK"2BUILDING 5 ROOF FRAMING PLANBUILDING $3. SCALE: 1/8" = 1'-0' $3.1 SCALE: 1/8" = 1'-0" � � t Q •� :+= o S � LL 0 U 0 U � � -,}-- m ROOF FRAMING PLAN NOTES: a) 1. ROOF FRAMING SHALL BE PRE-ENGINEERED ROOF TRUSSES SPACED 0 24" oc MAX. � -+_ V E � � 2. SEE DWGS S3.0a&b FOR ALL ROOF TRUSS BEARING WALL ANCHORAGE REQUIREMENTS. 3. SEE S8 SERIES DWGS FOR TYP ROOF FRAMING DETAILS AND INFO. Q �-= Q 4. "210-2" INDICATES BEAM/HEADER DESIGNATION. SEE S4.0 FOR BEAM/HEADER Cr C: Q � SCHEDULE AND ADD'L INFO. 5. "GT" DENOTES GIRDER TRUSS. THE NUMBER OF STUDS SUPPORTING EACH GT SHALL a MATCH THE NUMBER OF PLYS MAKING UP THE GIRDER TRUSS (2 STUDS MIN). "HT" DENOTES HIP TRUSS. i 6. ■� DENOTES DRAFT STOP WALL. SEE ARCH DRAWINGS FOR EXACT LOCATIONS AND INFO. 7. SEE WALL FRAMING PLANS & NOTES IN S4 SERIES FOR STUD WALL FRAMING INFO. 8. ALL BUILT-UP STUD COL'S MUST ALIGN FLOOR-TO-FLOOR WITH SOLID BLOCKING AT FLOOR CAVITY LOCATIONS AND CONTINUE TO FDN OR BEAM SUPPORT BELOW. 9. ALIGN OR PROVIDE ADD'L ROOF TRUSS AT ALL TOP FLOOR SHEAR WALLS PARALLEL TO TRUSS SPAN. SEE 1/S8.1 FOR DETAIL INFO AND S5 SERIES DWGS FOR TOP FLOOR SHEAR WALL LOCATIONS. 10. ALL ROOF TRUSS TO BEAM CONNECTIONS SHALL CONSIST OF LUS28 HANGERS UNO. BEAM POCKETS, IF USED, SHALL BE SPECIFICALLY DESIGNED BY TRUSS MFR 11. ALL CONNECTOR TYPES REFER TO SIMPSON STRONG-TIE SPECIFICATIONS. SEE GENERAL NOTES FOR ADD'L INFO. 12. SEE GENERAL NOTES FOR LUMBER SPECIES AND GRADE INFO. 13. ALL ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS SUPPLIER. SEE GENERAL NOTES FOR DESIGN LOADS AND ADD'L INFO. TRUSS MANUFACTURER TO DESIGN TRUSSES FOR SEISMIC LOAD ASSOCIATED WITH WALL FINISHES. Drawing Title: 14. ROOF TRUSS MFR SHALL DESIGN ALL ROOF TRUSS COMPONENTS FOR MIN CODE Buildings 1, 2 , 3, 4, 5 & 6 PRESSURE AT EAVES, CORNERS, EDGES AND DISCONTINUITIES AS REQ'D BY THE Roof Framing Plans GOVERNING CODE. SEE GEN NOTES FOR ADD'L DESIGN CRITERIA & INFO. 15. ROOF TRUSS MFR SHALL DESIGN ALL TRUSS TO TRUSS CONNECTIONS FOR ALL LOADS & COMBINATIONS REQ'D BY THE GOVERNING CODE. 16. ROOF FRAMING PLAN IS INTENDED TO DENOTE ROOF TRUSS BEARING WALLS, � BEAMS HEADERS AND SECTION INFO. REFER TO ROOF TRUSS SUPPLIER'S LAYOUT a_ / PLANS FOR TYPE, NUMBER AND EXACT LOCATION OF ALL PRE-ENGINEERED ROOF C TRUSS COMPONENTS. O 0 w 17. SEE ARCH PLANS FOR CEILING VAULT & SOFFIT LOCATIONS AND PROFILES. 0 LU cQn U i J Seal ``%%%, .S.,.•C� �' C E NSC� JAMB KING STUD SCHEDULE (HEADER BEAM UPPORTS) No.59659 2 UP TO 3'-0" CLEAR WALL OPENING UP TO 6'-Cr CLEAR WALL OPENING UP TO 9'-(r CLEAR WALL OPENING UP T 16'-�' '�` •,oP••' � WALL MARK EXTERIOR WALL EXTERIOR WALL INTERIOR WALL EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL 0 GARAGE ONLY to (NON-FLR TRUSS BRG) (W/ FLR TRUSS BRG) (W/ TRUSS BRG) (NON-FLR TRUSS BRG) (W/ FLR TRUSS BRG) (W/ FLR TRUSS RG) (W/O FLR TRUSS BRG) (W/O FLR TRUSS BRG) MATTHEW S:CHURCH,FLORIDA PE No. 59659 LEVEL WALL TYPE WALL TYPE WALL TYPE WALL TYPE WALL TYPE WALL TYPE WALL TYPE WALL TYPE 3-STORY BLDG 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 JAMB KING STUN SCHEDULE NOTES: JAMB 1-2x 1-2x 1-2x 1-2x 1-2x 1-2x 1-2x 1-2x 1 2x 1-2x 1-2x 1-2x 1-2x 1-2x - - 3RD LEVEL 1. JAMB / KING STUD FRAMING MATERIAL IS AS FOLLOWS: UP TO 9'-1}8" PLT j KING 2-2x 1-2x 2-2x 1-2x 1-2x 1-2x 2-2x 2-2x 2--2x 2-2x 3-2x 2 x 3-2x 2-2x - - JAMB: (SEE STUD SCHEDULE NOTES ABOVE) KING: (SEE STUD SCHEDULE NOTES ABOVE) J UP TO JAMB 1-2x 1-2x 1-2x 1-2x 1-2x 1-2x 1-2x 1-2x 1-2x 1-2x 2-2x 1-2x 1-2x 1-2x - - ` 9'-1 PLT 2. "JAMB STUD" REFERS TO THE STUD OR STUDS SUPPORTING THE ENDS OF W KING 2-2x 1-2x 2-2x 1-2x 1-2x 1-2x 2-2x 2-2x 2--2x 2-2x 3-2x 2-2x 3-2x 2-2x - - A HEADER. J 3. "KING STUD" REFERS TO THE STUD OR STUDS ADJACENT TO JAMB STUDS h E Z UP TO JAMB 1-2x 1-2x 1-2x 1-2x 1-2x 1-2x 1-2x 1-2x 1 2x 1-2x 2-2x 1- x 2-2x 1-2x - - AND SPANING FULL HGT FROM PLT TO PLT. pool[ 6 Pooff AR(RITRINE cV 10'-%" PLT COLS. 3736Winterfield Road, Suite tel 02 i KING 2-2x 1-2x 2-2x 1-2x 1-2x 1-2x 2-2x 2-2x 2 -2x 2-2x 3-2x 2- x 3-2x 2-2x - - 4. SEE DETAILS ON THIS DWG FOR FACE NAILING REQS OF BUILT-UP STUD Midlothian, Virginia Sui e 23113 -� UP TO JAMB 1-2x 1-2x 2-2x 1-2x 1-2x 1-2x 1-2x 1-2x 2-2x 1-2x 3-2x 1-2x 3-2x 1-2x - - , Telephone 804.225.0215 W 5. SEE GENERAL NOTES (NAILING SCHEDULE) FOR PLT TO STUD NAILING REQ S. www.2pa.net > 9'-1�" PLT KING 2-2x 1-2x 2-2x 1-2x 1-2x 1-2x 2-2x 2-2x 2 2x 2-2x 3-2x 2 2x 3-2x 2-2x - - J 6. FOR ALL EXTERIOR WALL OPENINGS GREATER THAN 4'-0" IN WIDTH, PROVIDE 2 A MIN OF 2 KING POSTS (BOTH LOAD BRG AND NON-LOAD BRG WALLS). JAMB 1-2x 1-2x 2-2x 1-2x 2-2x 1-2x 2-2x 1-2x 3-2x 1-2x 4-2x 1-2x 4-2x 1-2x - 1-2x 10' � UPTO7. SEE STUD SCHEDULE NOTE #4 FOR ADD INFO KING 2-2x 1-2x 2-2x 1-2x 1-2x 1-2x 2-2x 2-2x 2--2x 2-2x 3-2x 2-2x 3-2x 2-2x - 3-2x NOTE: WHERE ADEQUATE SPACE IS NOT PROVIDED IN WALL FOR KING/JAMB QUANTITY SHOWN IN THE SCHEDULE, EXTEND KING/JAMB PACKAGE INTO ADJACENT WALL. ALL KING/JAMB STUDS SHALL MAINTAIN ORIGINAL ORIENTATION WHEN PLACED IN ADJACENT WALL CHURCH STRUCTURAL ENGINEERS 7905 Westside Pkwy, Ste. 200 Alpharetta, GA 30009 TYPICAL STUD WALL FRAMING SCHEDULE 770 642 . 1213 WALL EXTERIOR WALLS EXTERIOR WALLS INTERIOR UNIT UNIT DEMISING MARK W/ TRUSSES W/O TRUSSES WALLS WALLS STUD SCHEDULE NOTES: Project: CADD File: LEVEL WALL TYPE WALL TYPE WALL TYPE WALL TYPE 1. WALL STUD FRAMING MATERIAL IS AS FOLLOWS: Drawn By: IB SPECIES: SPRUCE PINE FIR (SPF) Checked By: CO 3-STORY BLDG 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 GRADE: N0.2 (Fb = 875 psi, Fc = 1150 psi, E = 1400 ksi) Permit Release: 2. ALL INTERIOR LOAD BRG WALLS SHALL BE BLOCKED SOLID AT MID-HGT OF WALL. July 22, 2016 3RD LEVEL 1016 1016 1016 1016 1016 1016 1016 1016 UP TO 9'-178" PLT 3. SEE GENERAL NOTES FOR PLATE MATERIAL SPECIES AND GRADE INFO. Construction Release Set: i UP TO 4. FINGER JOINTED LUMBER MAY BE USED FOR VERTICAL STUDS ONLY AND MUST 0 W 9'-178" PLT 1016 1016 1016 1016 1016 1016 1016 1016 INCLUDE THE ACRONYM "HRA" (HEAT RESISTANT ADHESIVE) AS PART OF THE GRADE Revisions STAMP FOR EACH STUD. No. Date Description N W UP TO 10'-178" PLT 1012 1016 1012 1016 1016 1016 1016 1016 5. ALL SHEAR WALLS SHALL HAVE STUDS CSD 16" O.C. MAX. 8.19.16 Progress Set UP TO 6. INTERIOR LOAD BRG PLUMBING WALLS SHALL BE FRAMED W/ 2X6 0 16" O.C. MIN. 2 10.21.16 Permit Comments W 9'-17fi" PLT 1012 1016 1012 1016 1012 1016 1016 1016 N > 7. NON-LOAD BEARING PARTITION WALL FRAMING SHALL BE SPACED 0 24" O.C. MAX. J UP TO 10'-178" PLT 2012 1016 2016 1016 1012 1016 1012 1016 EXCEPTION: FOR NON-LOAD BRG SHEAR WALLS SEE NOTE #5 ABOVE. ASI / RFI Revisions * DENOTES TO ALIGN STUD PACK W/ TRUSS BRG POINT ABOVE & BELOW AND 8. SEE DETAILS ON THIS SHEET FOR FACE NAILING REQ'S OF BUILT-UP STUD COLS. No. Date Description INSTALL ADDITIONAL SINGLE STUD MIDWAY BETWEEN STUD PACKS. j 9. SEE GENERAL NOTES (NAILING SCHEDULE) FOR PLT TO STUD NAILING REQ S. i BUILT- UP COLUMN SCHEDULE r COL MARK BC 1 BC2 BC3 BC4 BUILT-UP COL NOTES: ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the property of Poole&Poole Architecture;LLC and shall not COLUMN TYPE COLUMN TYPE COLUMN TYPE COLUMN TYPE be used or reproduced in whole or part in any form 1. SEE BEAM / HEADER SCHEDULE NOTE #3 ON THIS SHEET FOR MIN without prior written consent of Poole&Poole LEVEL 2X4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 REQUIREMENTS. Architecture,LLC. 3-STORY BLDG PLYS CAPACITY PLYS CAPACITY PLYS CAPACITY PLYS CAPACITY PLYS CAPACITY PLYS CAPACITY PLYS CAPACITY PLYS CAPACITY 2. SEE DETAILS BELOW FOR FACE NAILING REQS OF BUILT-UP STUD COLS. 3RD LEVEL 3. SEE STUD SCHEDULE NOTE #4 FOR ADD'L INFO UP TO 9'-178" PLT - - - - - - - - - - - - - - -UP TO W 9'-178" PLT 4-2x 9.OK 2-2x 13.8K 3-2x 6.8K 2-2x 13.8K 4-2x 9.OK 2-2x 13.8K 3-2 6.8K 2-2x 13.8K Z > Ld UP TO N N -J10 -178" PLT 4-2x 7.5K 2-2x 12.1 K 3-2x 5.6K 2-2x 12.1 K 5-2x 9.3K 2-2x 12.1 K 3-2( 5.6K 2-2x 12.1 K 1 UP TO 3.5x7.0 3.5x9.25 W 9'-178" PLT 4-2x 9.OK 2-2x 13.8K 14.6K 3-2x 20.7K 19.3K 3-2x 20.7K 3-2x 6.8K 2-2x 13.8K PSL COL PSL COL � � Cn > O - J UP TO 4-2x 7.5K 2-2x 12.1 K 3.5x9.25 15.9K -2x 18.1 K 3.5x11.25 19.3K 3-2x 18.1 K 3-2 5.6K - 1 '� -3 2 2x 2.1 K �■. �E U_ Q 10'-178" PLT PSL COL PSL COL i■ E O 0 � � 1 BEAM HEADER SCHEDULE 5TH PLY � ca O C)) U NO. MINIMUM PLY MINIMUM PLY3-2X U E .� BEAM/HEADER MARK MATERIAL TYPE PLYS WIDTH DEPTH 3-2X4 01111111111111111"�0 2-2X " ° � -�- 206-2 SAWN LUMBER 2 1-1/2" 5-1/2 4TH PLY Q C 208-2 SAWN LUMBER 2 1-1/2 7-1/4" Cr BEAM I"INOTES: 3 1/2 3-1/2 " � 210-2 SAWN LUMBER 2 1-1/2" 9-1/4' / 1. SEE GENERAL NOTES FOR BEAM/HEADER MATERIAL SPECIES AND GRAD INFO. 2 1/ 8» 8 212-2 SAWN LUMBER 2 1-1/2" 11-1/4- 2. SEE GENERAL NOTES (NAILING SCHEDULE) FOR FASTENING MULTIPLE PLS OF SOLID g" SAWN LUMBER FOR BUILT-UP BEAMS / HEADERS. MULTI-PLY LVL B MS / 6 HEADERS SHALL BE FASTENED TOGETHER FROM ONE SIDE AS FOLLOWS: 212-3 SAWN LUMBER 3 1-1/2- 11-1/4 2-PLY: 2 ROWS OF 1/4" DIA x 3%" LONG WD SCREWS 0 12" OC TAGGERED 1-1/2" TYP. LAMINATED VENEER 3-PLY: 3 ROWS OF 1/4" DIA x 5" LONG WD SCREWS 0 12" OC ST GGERED \_11-1/2" TYP. 8LVL10-2 2 1-3/4" 9-1/4" - » 1-1 2"TYP. LUMBER 4 PLY: 3 ROWS OF 1/4" DIA x 6-Y4" LONG WD SCREWS 0 12" OC TAGGERED 6" 1 TYP. 8 / LAMINATED VENEER LVL12-2 2 1-3/4" 11-1/4" 3. THE MIN NUMBER OF WALL STUD AT BEARING POINTS OF BUILT-UP MULTI-PLY LUMBER FLUSH BEAMS SHALL MATCH THE NUMBER OF PLYS IN THE BEAM U.N.O. ALL LAMINATED VENEERLAMINATED VENEER LUMBER BEANS SHALL HAVE A (3) STUD MIN BEARING. SEE Ilk LVL14-2 LUMBER 2 1-3/4" 14" JAMB/KING STUD SCHEDULE FOR MIN NUMBER OF STUDS REQUIRED CSD THE ENDS OF ALL HEADERS OR DROP BEANS. THE CENTERLINE OF THE BEAM SHALL MATCH LVL16-2 LAMINATED VENEER 2 1-3/4" 16" THE CENTERLINE OF THE SUPPORTING WALL STUDS. LUMBER 2-2X LAMINATIONS WITH 3-2X4 LAMINATIONS WITH 3-2X6 LAMINATIONS WITH FASTEN 4TH AND 5TH LAMINATED VENEER LVL16-3 LUMBER 3 1-3/4" 16" ONE ROW OF 1 Od ONE ROW OF 1 Od TWO ROWS OF 1 Od LAMINATIONS W/ ONE COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS ROW OF 8 GA X 3-1/2 LAMINATED VENEER EACH FACE STAGGERED EACH FACE STAGGERED EACH FACE STAGGERED WOOD SCREWS LV L18-2 2 1-LUMBER 3/4 18 (D-0.148", L=3") (D-0.148", L=3") (D-0.148", L=3") STAGGERED. I LAMINATED VENEER LVL18-3 LUMBER 3 1-3/4" 18" DrawingTitle: LVL18-4 4 1_3/4 LAMINATED VENEER » 18» LUMBER Beam/Header & Wall Stud I PARALLEM PLUS »» Schedules PPW210 WOLMANIZED SERVIVE 1 1-3/4» 9-1/4 LEVEL 2 PARALLEM PLUS " F= PPW416 WOLMANIZED SERVIVE 1 3-1/2 16 LEVEL 2 0 w PARALLEM PLUS PPW616 WOLMANIZED SERVIVE 4 5-1/2- 16" Q LEVEL 2 • 0 S4 0 UJ I. cn LU J W C Seal 46' r No.59659 T T ' UNIT FLOOR FRAMING PLAN NOTES: 1. FLOOR FRAMING SHALL BE AS FOLLOWS: to A. UNIT FLOOR FRAMING SHALL BE 18" DEEP PRE-ENGINEERED OPEN MATTHEW S.CHURCH,FLORIDA PE No. 59659 WEB TRUSSES 0 24" O.C. UNO. B. BALCONY FRAMING SHALL BE AS FOLLOWS: 1 PTL 2X10 CSD 16" OC UP TO 9'-4" CLEAR SPAN PTL 2X10 0 12" OC UP TO 10'-9" CLEAR SPAN PTL 2-2X10 0 16" OC UP TO 13'-0" CLEAR SPAN PTL 2-2X10 0 12" OC UP TO 15'-0" CLEAR SPAN C. MIDLANDING FRAMING SHALL BE 2X12 @ 12" O.C. UNO. D. FLOOR FRAMING ADJACENT TO ROOFTOP DECK SHALL BE 2x12 12" O.C. UNO. E. ROOFTOP DECK SHALL BE 2x8 0 12" O.C. UNO. POOLE 6 POOLE AR(HITE(TRE 2. " 210-2 " INDICATES WOOD BEAM/HEADER DESIGNATION. SEE 3736 Winterfield Road, Suite 102 BEAM/HEADER SCHEDULE ON S4.0 FOR ADD'L INFO. Midlothian, Virginia 23113 3. " BC4 INDICATES BUILT-UP COLUMN DESIGNATION. SEE BUILT-UP Telephone 804.225.0215 COL SCHEDULE ON S4.0 FOR ADD'L INFO. www.2pa.net 4. ALL COL'S, INCLUDING STUD PACKS, MUST ALIGN FLOOR-TO-FLOOR WITH SOLID BLOCKING OF THE SAME SIZE AND DIMENSION AS THE. COL ABOVE, AT FLOOR CAVITY LOCATIONS. CONTINUE TO FDN OR BEAM SUPPORT BELOW. 5. SEE ARCH DWGS FOR EXACT FINISHED FLOOR ELEVATIONS. G�1V e F 6. SEE GENERAL NOTES FOR LUMBER SPECIES AND GRADE REQ'S. o O 7. ALL CONNECTOR TYPES REFER TO SIMPSON STRONG-TIE SPECIFICATIONS: SEE GENERAL NOTES FOR ADD'L INFO. y 8. SEE DWG S4.0 FOR FRAMING SCHEDULES & ADD'L INFO. CHURCH 9. "2K/2J" DENOTES THE NUMBER OF KING STUDS AND JAMB STUDS STRUCTURAL ENGINEERS PER HEADER END. SEE S4.0 FOR KING STUD/JAMB STUD 7905 Westside Pkwy, Ste. 200 INFO. Alpharetta, GA 30009 10. DENOTES LOCATION OF MECH DUCT PENETRATION THRU (7 7 0) 6 4 2 - 1 21 3 CEILING. TRUSS SUPPLIER SHALL COORDINATE LOCATION OF TRUSSES W/PENETRATION. SEE ARCH DWGS FOR EXACT LOCATION. Project: 11. SEE S7.3 FOR GENERAL SECTIONS AT STUD PENETRATIONS, FLOOR & STUD CADD File: Q FRAMING AT WASHER BOX. Drawn By: IB HOLD BEAM BACK 2" FROM 2 END OF CANT BEAM FOR 12. * DENOTES WOOD BEAMS TO HAVE �" THK PLYWOOD FLITCHO--, 2 S8.2 Chucked By: CO LU r1*3* HANGER INSTALLATION. PAD PLATE FOR UPLIFT & SHEAR WALL ANCHORAGE OR INFILL TO Permit Release: S7.1 OUT AS NECESSARY SUPPORT WALL ABOVE. July 22, 2016 41*7 HGUS412 HGRS412 LVL12- Construction Release Set: HGR HG S7.2 LW18-2 * I ( - BC4 BC1 -=_- _�- 2 i Seal ````�+,,, C E NSFU'rC� * No.59659 *, 2 2 S5.0B 2 2 a �<,p R �4P' .\\ice � ... LENGTH VARIES - SEE SEE ROOF AND OR FLOOR I�,���+��+ •%• V 70 BRACING PLAN / SEE ROOF AND/OR F OR to FRAMING DETAILS FOR SHEAR WALL LENGTH VARIES FRAMING DETAILS FOR TOP MATTHEW S.CHURCH,FLORIDA PE No. 59659 TOP PLT CONNECTION SEE BRACING PLANS PLT CONNECTION AND AND ADD'L INFO TYP ADD'L INFO TYP BLOCKED CAPACITY gASE�4} SHEAR 1 , 2 , 3 , 4 , 6 7 , 8 (UNFACTORED SILL PLATE ANCHORAGE (4) SHEAR WALL END WALL SHEATHING NAILING( } ( } } � � } E } } PANEL PLATE ANCHORAGE (WHERE SHEAR WALL END MARK EDGES FOR NAILING NOTED ON BRACING AANCHORAGE (WHERE WIND) CAST-IN-PLACE POST-INSTALLED PLANS). SEE 1/S5.0B NOTED ON BRACING APPLIED SIMPSON FOR ADD'L INFO I PLANS). SEE 1/S5.OB 15/32" 5/8 INCH DIRECTLY MUDSILL HILTI I FOR ADD'L INFO GYPSUM 16d NAILS A307 HEADED HILTI KIWIK BOLT III X-CP 72 PLYWOOD WALLBOARD EDGE NAILING FIELD NAILING TO STUD ANCHOR BUILT-UP 2x END WALL OR MATERIAL STAGGERED ANCHOR BOLT (MASA OR EXPANSION ANCHOR P8S23 COLUMN. SEE 1 SS.OB HEADER. SEE BUILT-UP 2x END OR GYPSUM PINS / FRAMING PLANS WALL COLUMN. SEE �SB SHEATHING MASAP)(5) FOR SCHEDULE (2-2x SCHED ON S4.0 SYP SPF TYP 1/S5.OB FOR SCHEDU E " " " " " " _ " _ MIN) TYP 2-2 x MIN TYP A�9) * 1 Od 0 2 oc 10d 0 12 oc YES 770 PLF 708 PLF 2 oc 1/2 DIA 0 14 oc 12 oc 1/2 DIA x 2 1/4 EMBED 0 14 S H EAR WALL S H EATH f NG. SEE JAMB & KING ( ) B * 1 Od 0 3 oc l Od 0 12 oc YES 600 PLF 552 PLF 2 oc 1/2 DIA 0 18 oc 14" oc 3 8 DIA x 3 EMBED` 16 - BRACING PLANS I N S5 DWG STUDS. SEE SHEAR WALL SHEATH{N C * 1 Od 0 4" oc 1 Od 0 12" oc YES 460 PLF 423 PLF 3" oc 1 2" DIA 0 20" oc 18" oc 3/8" DIA x 3" EMBED 0 20" - POOLE 6 POOLE A NITEGUE SERIES & 3/SS.OA FOR � SEE BRACING . PLANS I S5 " " " " " " " " " _ / SCHED ON S4.0 * 1Od 0 6 oc 10d 0 12 oc YES 4 oc 1 2 DIA 0 24 oc 24 oc 3 8 DIA x 3 EMBED 0 24 SCHED -�P DWG SERIES & 3/S5. A D 310 PLF 285 PLF / 3736 Winterfield Road, Suite102 L BASE PLATE NAILfNG. SEE FOR SCHED L * 6d 0 7" oc 6d 0 7" oc NO 115 PLF 6" oc 1/2" DIA 0 24" oc 72" oc 1 2" DIA x 2-1 4" EMBED @ 24" 24" oc Midlothian, Virginia 23113 F * 6d 0 4" oc fid 0 4" oc NO 145 PLF 4" oc 1/2" DIA 0 24" oc 60" oc 1 2" DIA x 2-1 4" EMBED @ 24" 20" oc Telephone 804.225.0215 2/S5.OA FOR SCHEDULE I BASE PLATE NAILING. EE * 6d 0 4" oc 6d 0 4" oc YES 175 PLF 4" oc 1 2" DIA 0 24" oc 48" oc 1 2" DIA x 2-1 4" EMBED @ 24" 16" oc www.2pa.rtet I 2 S5.OA FOR SCHEDU E H SEE FLOOR FRAMING / I T SUBFLR DETAILS FOR FLR-TO-FLR SEE FLOOR FRAMING FOOTNOTES: CONNECTION AND ADD'L DETAILS FOR FLR TO LR 1 WHERE SHEAR PANELS ARE SPECIFIED ON BOTH FACES OF A SHEAR WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER S{DE, PANEL JOINTS SHALL BE OFFSET INFO I CONNECTION & ADD'L O D � DQ�IO� T/WALL INFO TO FALL ON DIFFERENT - {{ VERTS TO MATCH END -I- FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL (2-2X STUDS) OR WIDER AND NAILS ON EACH SIDE SHALL BE STAGGERED. f WALL COLUMN ABOVE VERTS TO MATCH END " " (2) NAIL .REQUIREMENT: INTERIOR 5/8 GYPSUM REQUIRES 6d COOLER NAILS (0.092 DIA, 1 -7/8 LONG, 1/4 HEAD) OR WALLBOARD NAILS (0.0915 - DIA, 1-7/8 LONG, WALL COLUMN ABOVE I � SHEAR WALL. SHEATHING. 19/64" HEAD)... � SEE BRACING PLANS IN S5 I - BUILT-UP 2x END (3) NAIL REQUIREMENT: ALL EXTERIOR SHEATHING SHALL BE FASTENED WITH CORROSION RESISTANT NAILS. 6 DWG SERIES & 3/S5.OA WALL COLUMN. SEE (4) NAIL REQUIREMENT: ALL PLYWOOD AND OSB SHEATHING SHALL BE FASTENED WITH COMMON OR GALVANIZED BOX NAILS. SEE FASTENER SCHEDULE FOOTNOTES ON DWG § ;, FOR SCHED 1/S5.OB FOR SO.2 FOR MINIMUM NAIL DIMENSIONS. NO SUBSTITUTIONS SHALL BE MADE W/0 APPROVAL FROM ENGINEER OF RECORD. CHURCH BUILT-UP 2x END HEADER. SEE SCHEDULE 2-2x 5 DRYWALL SCREWS ARE PERMITTED AS A SUBSTITUTE FOR 6d COOLER NAILS AS LONG AS THE DIMENSIONS OF THE DRYWALL SCREW ARE NOT LESS THAN THE FRAMING PLANS ( ( ) STRUCTURAL ENGINEERS WALL COLUMN. SEE 1/S5.OB ( MIN) TYP DIMENSIONS OF THE 6d COOLER NAIL THEY ARE REPLACING. J/T FOR SCHEDULE 2-2x MIN & SCHED ON 6 END JOINTS OF ADJACENT COURSES OF GYPSUM BOARD SHALL NOT OCCUR OVER THE SAME STUD. 7 9 0 5 Westside Pkwy, Ste. 2 0 0 ( ) S4.0 SHEAR WALL SHEATHIN ( ) Alpharetta, GA 30009 TYP TYP I SEE BRACING PLANS I S5 (7) REDUCE SPACING BY Y2 WHEN SHEAR WALL TYPES ARE SPECIFIED ON BOTH SIDES OF WALL. 8 SPACING BASED ON SOUTHERN YELLOW PINE SYP SPECIES PLATE MATERIAL. (�7 0) 6 4 2 - 1 21 3 SILL PLATE ( DWG SERIES & 3/S5. A O ( } ANCHORAGE SEE f FOR SCHED (9) FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 NOMINAL OR WIDER, AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. AT THE CONTRACTORS OPTION, (2) 2x JAMB & KING STUDS FASTENED TOGETHER WITH 10d NAILS x 3" LONG ® 4" OC EACH FACE STAGGERED MAY BE USED IN LIEU OF 3" NOMINAL OR WIDER MEMBER. SCHED A FOR STUDS. SEE SILL PLATE ANCHORAGE 10 PLATE WASHER RE UIREMENT: FOUNDATION ANCHOR BOLTS SHALL HAVE A STEEL PLATE WASHER UNDER EACH NUT NOT LESS THAN 0.229"x3"x3" IN SIZE UNO. THE Pro}ect: SCHEDULE ( ( ) Q SCHED ON SEE 2/S5.OA FOR 3 » CADD File* S4.0 TYP II SCHEDULE HOLE IN THE PLATE WASHER SHALL BE PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 16 LARGER THAN THE BOLT DIAMETER AND SLOT LENGTH NOT SHEAR WALL END I 1 3" T N ARD CUT WASH R IS PLACED BETWEEN THE WASHER AND NUT. Drawn By. IB i TO EXCEED 4 PROVIDED A S A D E ANCHORAGE (WHERE SHEAR WALL END » T S LAB _� NOTED ON BRACING (1 1) PLATE WASHER REQUIREMENT: THE PLATE WASHER SHALL EXTEND TO WITHIN Y2 OF THE EDGE OF THE BOTTOM PLATE ON THE SIDES) WITH SHEATHING. Checked By: CO AN G ERE a - CHO A -E WH a A PLANS). SEE 1/SS.OB a NOTED ON BRACING Permit Release: FOR ADD'L INFO PLANS). SEE 1/S5.OB 2 SHEAR WALL SHEATHING & F`ASTENER SCHEDU July 22, 2016 NOTE: OPENINGS MAY OR MAY NOT OCCU FOR ADD'L INFO S5•Q Construction Release Set: W{THIN THE LENGTH OF THE SHEAR WALL SCALE: NTS (SEE 4/SS.OA FOR SHEAR .WALL SCHEDULE & REFERENCE INFO) _ PANEL AS INDICATED ABOVE. SEE BRACING PLANS FOR ALL SHEAR WALL LOCATIONS Revisions AND ADD'L INFO. No. Date Description 8.19.16 Progress Set TYPICAL EXTERIOR PERFORA ED SHEAR WALL EDGE 2 10.21.16 Permit Comments EXTERIOR NAILING. SEE 2/S5.OA A TYPICAL SOLID SHEAR WALL ELEVATION B SH EAR WALL ELEVATION INTERSECTING INTERSECTING UNIT FOR SCHEDULE TYP SCALE: NTS SS.OA SCALE: NTS PARTITION SHEAR WALL. SEE ASI RFI Revisions SS.OA (NON-SHEAR WALL) BRACING PLANS (3) 2X CONT. FASTEN No. Date Description SHEAR WALL EDGE TOGETHER W/ 16d NAILS NAILING SEE 2/S5.OA W/ SPC'G TO MATCH STUD FRAMING. FOR SCHEDULE TYP SHEAR WALL EDGE NAILING SEE STUD STUD FRAMING. SCHEDULE SEE STUD BUILT-UP 2X END WALL SCHEDULE UNIT COLUMN. SEE 1/S5.OB FOR VA SCHEDULE (2-2x MIN) CONTINUOUS SHEAR (3) 2X CONT. FASTEN } CONTINUOUS SHEAR WALL. ©2016 Poole&Poole Architecture,LLC TOGETHER W/ 16 d @ 8 O C SEE B RACING P LAN S Drawings and specifications are and shall remain the WALL SEE BRACING property of Poole&Poole Architecture,LLC and shall not p t A N be used or reproduced in whole or part in any form f't_!-1 TYPICAL FASTENING DETAIL AT without.prior written consent of Poole&Poole FASTENING D ETA I L AT INTERSECTING Architecture,LLC. 4A PARTITION WALL INTERSECTION 4e STRUCTURAL PANEL SHEAR WALLS S`J•0 SCALE: NTS 55.0 SCALE: NTS INTERSECTING - SHEAR WALL EDGE SHEAR WALL SEE NAILING SEE H BRACING PLANS 2/S5.OA FOR SCHEDULE TYP SHEAR WALL SCHEDULE 4- a BUILT-UP 2X END 'F 5 1. PLAN MARK 3SW1 3SW2 3SW3 2SW1 2SW2 2SW3 2SW4 2SW5 2SW6 2SW7 1 SW1 1 SW2 1 SW3 1 SW4 1 SW5 1 SW6 WALL COLUMN. SEE :- O DETAIL MARK 1 2 I 2 I 2 1 2 1 2 I 2 I 2 I 2 I 2 1 2 1 2 1 2 1 2 1 2 I 2 I 2 STUD FRAMING. SEE 1/S5.OB FOR S L_ U_ a000000000000000000o OOOOOOOOOOO STUD SCHEDULE _ � � 3RD SCHEDULE (2 2x MIN) FLOOR - D - C - F - - - - - - - - - - - - - - - D - - - - C C - - E BUILT-UP 2X END WALL INTERSECTING O •`� U 2ND _ D - A - D F - - D - L - D - C B B - B - - - B - - - - COLUMN. SEE 1 S5.OB FOR U FLOOR / SHEAR WALL. SEE Q �- c 1ST SCHEDULE (2-2x MIN) BRACING PLANS m 2 2 FLOOR D - A - D H - - D D - C - A B B B - C s. - A C C 1 •U EXTERIOR STUD FRAMING. SHEAR WALL EDGE f 1 1 1 V _ SIDE SEE SCHEDULE NAILING. SEE 2/S5.OA UNIT SIDE UNIT SIDE UNIT SIDE FOR SCHEDULE TYP m SHEAR WALL SCHEDULE NOTES: Q W W 0 DASHED DASHED 3SW1 DENOTES SHEAR WALL DESIGNATION ON P-AN. SEE Q LINE LINE BRACING PLANS FOR ALL SHEAR WALL LOCATIONS. DETAIL 1 DETAIL 2 o DENOTES WOOD SHEATHING. CONTINUOUS SHEAR (3) 2X CONT. FASTEN TOGETHER W/ 16d ® 8" Q EXTERIOR INTERIOR SHEAR Q DENOTES GYPSUM SHEATHING. WALL SEE BRACING OC WALLS WALLS PLANS DASHED LINE ON BRACING PLANS IS LOCATED TO INDICATE: TYPICAL FASTENING DETAIL AT DETAIL 1, 2 & 3 (STRUCT WOOD PANEL): WHICH IDE OF SINGLE TING SHEAR WALLS STUD WALL IS TO BE t�� I N T E R S E C AIR SPACE SHEATHED WITH SEE ARCH CORRIDOR/ STRUCTURAL WOOD PANEL S5.Q SCALE: NTS BREEZEWAY UNIT SIDE DETAIL 1, 2 & 3 (GYP): EXTENTS OF GYPSUM SHEAR WALL 2 2 SHEATHING ON EACH SID= OF WALL IF 2 SIDE 1 LINES OCCUR. 1 1 1 DETAIL 4 (STRUCT WOOD PANEL): WHICH SIDE OF AIR CAVITY OF A DOUBLE DEMISING/PARTY WALL IS UNIT SIDE UNIT SIDE TO BE SHEATHE WITH STRUCTURAL WO D PANEL. W O W DETAIL 4 (GYP): EXTENTS OF GYPSUM SHEAR WA-L SHEATHING ON DASHED DASHED EACH SIDE OF WALL IF 2 LINES OCCUR. LINE LINE DE T /, I L 3 DETAIL /) "D" DENOTES SHEAR WALL MARK IN SHEAR W ALL SHEATHING & V I"'1 "'�` FASTENER SCHEDULE. SEE 2/S5.OA. CORRIDOR/BREEZEWAY INTERIOR TENANT "-" DENOTES SHEATHING NOT REQUIRED FOR BRACING AT THE WALLS SEPARATION WALLS SPECIFIED STORY. 3 SHEAR WALL SCHEDULE & DETAILS SEE 54.0 FOR STUD SCHEDULE AND TYPICAL WALL FRA ING INFO. Drawing Title: 55.0 SCALE: NTS (SEE 2/S5.OA FOR SHEAR WALL SHEATHING & FASTENER SCHEDULE) Shear Wall Anchorage ; Details & Schedules w CL 0 U_ o W Q W W 1 i Seal %% S 4 *. No.59659 T IT I I I 2A1 2A1 2A1 2A1 2A 1 I I I ��%,� ;��'% 2A1 t tr AJ��r I 2SW7 2SW7 2SW7 I h ,� I I I I � MATTHEW S.CHURCH,FLORIDA PE No. 59659 III I I1 1 3 2A, III I I I I III 2A, N M I � * III I I I I * .- I "� �N I 2A1 * III I I I � I I I I I BRACING PLAN NOTES. IIN � 11 � � li IIS I 04 1. SW2 DENOTES SHEAR WALL MARK. SEE 2/S5.OA 1II I I 1 I I , I 1 I I I & 3/S5.OA FOR SHEAR WALL SCHEDULES. r InII I I I 1 ��2A B2_1 B2_1 B2_1 II2. 3A4 DENOTES SHEAR WALL END ANCHORAGE. SEEB3-1 —1 3S1 n, FOR SCHED.3SW1 2A1 2A1 /S5.OB j II 3. DENOTES TO ALIGN ANCHOR W/ ANCHOR AT III I I I I I 2A5 f U 2A5 I I I I I I U I FLOOR ABOVE OR BELOW. I * 1 SW1 — I — I ( — ( 1 SW1 O I 4. SEE DWG S4.0 FOR STUD FRAMING SCHEDULES & ADD'L 0 * 2A3 7! s' W5 ( 1 SW6 1 SW6 SW6 r 1 A 1 2SW5 ZA3 * INFO. 1A1 I _ ! ( _ I I II 3 11 I I I I I I M I ( I I I I = I _ I I I( II I 5. SEE DWG S5.0 & GENERAL NOTES FOR ADD'L BRACING INFO. Pooff POOLE AR(HITEMR1 ( 11 2A3 * A3 u ( I II I I U 3736 Winterfield Road, Suite 102 I ( Q I ( 1A3 Q (i Q 1A3 I I 6. "4SW5*" DENOTES TYPE "A" SHEAR WALL ON FIRST FLOOR Midlothian, Virginia 23113 I I " 1 A3 I I " I ) . I I BRACING. SEE SCHEDULE & FOOTNOTE ON 2/S5.OA FOR Telephone 804.225.0215 I I II I I I I 1 I ( I CONSTRUCTION REQUIREMENTS. www.2pa.net ( I I I L _ 7. WHERE WALLS INTERSECT SHEAR WALL ON SHEATHING SIDE, I I 2SW6 I I 2SW6 I q7___;�;' 2SW6 I I FASTEN SHEAR WALL SHEATHING PRIOR TO FRAMING I 2A3 2A3 I I 2A3 2A3 I I 2A3 2A3 ( 1 ADJACENT STUD WALL. pa II II II II DQ�Q� I 2SW2 0 0 0 2SW2 0 2 O STRUCTURAL ENGINEERS 7905 Westside Pkwy, Ste. 200 Alpharetta, GA 30009 BUILDING 1 , 2 & 3 1st FLOOR BRACING PLAN (.770) 642 - 1213 SCALE: 1/8" = 1'-0" Project: CADD File: Drawn By: IB i Checked By: CO Permit Release: July 22, 2016 2A1 2SW7 2SW7 2A1 2A, 2A1 2A1 2SW7 2A1 Construction Release Set:. _ — J * Revisions n— * 2A1 I I 11 I I 1 L 2A1 — No. Date Description * 2A1 I M III III * I I * �I I I I "� I 2A1 * p I I I I 113 Q I I Q I I I 8.19.16 Progress Set NIII < II � � II KILN �- Ir— II I "' III � I I I I I I I �- 2 10.21.16 Permit Comments I _ _ _ _ NI II N 63 2 III B2 2 I I B2 2 I I B2 2 I I B3 2 II 2A12A5 I I I 2A5 11 2A1 II ® J � L * I n I 3SW1 * III �r I �r 1� I I 2A2A1 I n 2A, ( II I I II I I II I --- III ASI / RFI Revisions r -= _=--�3*-- 11 No. Date Description I U 2A3 I ( II L I II L J II I L U I 2sW5 I I II I i II I I II I 2SW5* I 2 NIII IIIIIII III 2 I!II i ILcn � n (-U S7.2 S7.2 Lu N UU < M � I � I II II II 11 I 2SW6 11 2SW6 I I 2sw6 I I ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the 1 I ( ( 2A 2A3 I I 2A3 3 I I property of Poole&Poole Architecture,LLC and shall not 2A3 2A3 I ( be used or reproduced in whole or part in any form ! 1 I without prior written consent of Poole&Poole I 1 I Architecture,LLC. ( ! II WOOD BEAM I 11 WOOD BEAM I I WOOD EJI!AM ABOVE I I( ABOVE I i ABOVE 2SW2 2SW2 2 2 I I I i 2 BUILDING 1 , 2 & 3 2nd FLOOR BRACING PLAN .� $5.� SCALE: 1/8" = V-0" -� O � •� E C:o E C- 0 U m a� 1 SW2 1 SW2 1 SW2 U E ,0 C �- I J_ a A Q II � a II I I M - III ,� '`� II � MII II II 1I II Q II II II 11 B3-3 I I 83-3 1132-3 rn 82-3 B2-3 3SW1 I I I I I I II I I II I I 3SW1 l 11 I 11 I — —J — _J I I N �' III N '� II IIS' I I L �--_ -ZU fir- -� I an I r �� �vJ- p � I� 1I II 11 II - �I I II II IIS II II II II II II II II , I li 1 SW5 {— 1 SW5 1 SW5 _ I I 2 2 11 II II I I II II I I II Li Drawing Title: Building 1, 2 & 3 1 st, 2nd & 3rd Floor Bracing Plan i 3 BUILDING 1 , 2 & 3 3rd FLOOR BRACING PLAN W $5.� SCALE: 1/8" = V-0" CieO • u- 0 LU Q J W IOM .__ ` Seal CEN No.59659 1, STATE OF �. .,� -.40 . i MATTHEW S.CHURCH,FLORIDA RE No. 59659 1 2A5 3SW2* 2A5 i 2A1 I( ( 2SW2 2SW21 A2{ {I 1AQ ! I I 2A2 2A2 2A2 2A2 { I I 1 SW4* I k I L{ I) II II � I { I , „ III - ! I II ZAA2 I { 2A2 II 2A1 1A2 POOLE 6 POOLE AR(HITE(TRE cn 1 A2 3736 Winterfield Road, Suite 102 1 —1 II (! N ''� !( (! N I ( — — 3 — I Midlothian, Virginia 23113 ! I ( V) Cn !II I C 1 1 ALT Cn I I 3A1 * B 1 1 Telephone 804.225.0215 II II N { IN II II Nl1I II p I II II! 2A2 * !I I I * 2A2! II I www.2pa.net I 2A1 � , II !I 3 II ( ( II I{ I! I ,IM 1 A2 1A2 I { 2A1 !I I { I DA VOS 2SW5 i 3A1PI _ I 1A2 1A2 I I { o I 2A3 2A3 4 I I CHURCH STRUCTURAL ENGINEERS 7905 Westside Pkwy, Ste. 200 Alpharetta, GA 30009 (7 7 0) 642 - 1213 �'i BUILDING 4 1 st FLOOR BRACING PLAN .11-1VSCALE: 1/8" = 1'-0" Project: C,AnD File: Drawn By: 1B Checked By: CO 2A5 2A5 3SW2* Permit Release: � July 22, 2016 `� - ---- - --- _ — — � r— "- - -- ----- ---'-� r —' � BRACING PLAN NOTES: Construction Release Set: { 2SW2 i = 1. "SW2" DENOTES SHEAR WALL MARK. SEE 2 S5,OA !I ( I ! III I I{I ({! I !I I II II ! & 3/S5.OA FOR SHEAR WALL SCHEDULES. Revisions AC1 —2 2A2 No. Dat e Descriptiontion 13 2. "3A4" DENOTES SHEAR WALL END ANCHORAGE. SEE C1 -2—ALT 1/S5.OB FOR SCHED. ! I n fl � II 2A2 { n n _____ � ( II I ! c__ ——, I { ! 3. DENOTES TO ALIGN ANCHOR W ANCHOR AT 2A1 B1 -2 FLOOR ABOVE OR BELOW. I II 1( (( N ! I to I II I {I I AA N { II ( 4. SEE DWG S4.0 FOR STUD FRAMING SCHEDULES & ADD'L ASI / RFI Revisions ! II I( 11 N I II I cv II 11 N !I 3A1 I INFO. I ! ! (I I {I 1{ 11 2A2 I ! II II I (I in :.. I No, Date Description I 2A1 II U I I I * ({ U II N !I I 3 5. SEE DWG S5.0 & GENERAL NOTES FOR ADD'L BRACING INFO. {I I I I! 2A2 ! II { I I II 2A1 !I { I I 6. "4SW5*" DENOTES TYPE "A" SHEAR WALL ON FIRST FLOOR ({ I I {I I! U BRACING. SEE SCHEDULE & FOOTNOTE ON 2/S5.OA FOR I{ ! I I CONSTRUCTION REQUIREMENTS. 2SW5* II— — — 2SW5* I 3A1 7. WHERE WALLS INTERSECT SHEAR WALL ON SHEATHING SIDE, LC JI-f �C�� C� I I FASTEN SHEAR WALL SHEATHING PRIOR TO FRAMING ADJACENT STUD WALL. I 2A3 1 SW3 2A3 I { ! ;c,2016 Poole&Poole Architecture,LI_, I { 1 Drawings and specifics ions are and 5^G'll remain lite I { Qroperty of Prole&Poole Architecture,LLC and shat'not be used or reproduced in whole or part in any form without written consent of Pocie&Poo'e oArchrlec:tti>e,LLC. 2 BUILDING 4 2nd FLOOR BRACING PLAN 85. SCALE: 1/8" = 1'-0" E >1 0 F o E o o 3SW2* � ry CIO U m 0 I {{ I ! 11 I{ BI —3 I I { C 1 -3 -- I { 4 C1 —3-ALT ALT I �r Cn l 11 I I -� 3� I II I( I I I II { I II {! Cn I ! I! 3A1 I ! - -- _j i 7SW2 ��3 BUILDING 4 3rd FLOOR BRACING PLAN Drawing Title: �5.2) SCALE: 1/8" = 1'-0" Building 4 1 st, 2nd & 3rd Floor Bracing Plan UJI OL � r Ow . N Q g W W I Seal ALUMINUM ANGLE 3 x2 x0.063 THK x 3 LONG (LEO) SPACED 10'-0" OC ® LEVEL 1 ;• '`, �,�c NS��/,pC, & 2 & 5'-0" OC @ LEVEL 3. FASTEN ANGLE W/ TYPE S SCREWS J" LONG TO : �. ;' No.59659 1toTYPH STUDS & W/ TYPE W SCREWS 1 1 TYP 1 TYP :,T, LONG TO WOOD FRAMING. PROVIDE 2" STUD WALL/SHEAR STUD WALL/SHEAR WALL VERTICAL SLOT IN LEG @ WOOD FRAMING. STUD WALL/SHEAR WALL SEE PLANS ••.• SEE PLANS & SCHEDULES CENTER SCREWS IN SLOT WALL SEE PLANS 2 FINISHED FLR & SCHEDULES ••••� •,P••• � STUD WALL SHEAR WALL & SCHEDULES TOPPING SEE ARCH » » " STUD WALL/SHEAR WALL / 2 FINISHED FLR ALUMINUM ANGLE 3x2 x0.063 THK x 3 S PLANS & SCHEDULES FINK HED FLR TOPPING LONG LLO SPACED 10 –0 OC ® LEVEL 1LO SEE ,2v EDGE AND BOTT SEE PLANS & SCHEDULES EDGE AND BOTT EE 2 TOPPING SEE- ARCH �p PLT NAILING FINISHED FLR TOPPING PLT NAILING FINISHED FLR TOPPING SEE ARCH & 2 & 5'-0" OC ® LEVEL 3„ FASTEN MATTHEW S.CHURCH,FLORIDA PE No. 59659 • • 2x STRONGBACK x 3 BAYS LONG @ • SEE BRACING SEE ARCH SEE BRACING SEE ARCH SHEAR PANEL ANGLE W/ TYPE S SCREWS LONG TO PLANS & PLANS & SHEAR PANEL 2 48" OC MAX. FASTEN TO TOP PLT & FLR SHEATHING FLR SHEATHING • BLOCKING CSD SHEAR • • »H" STUDS & W/ TYPE W SCREWS 1 7" SCHEDULES SEE GEN NOTES 2 SCHEDULES SEE GEN NOTES 2 BLOCKING @ SHEAR WALL LOC'NS. SEE EA TRUSS CHORD W/ (2)-10d NAILS LONG TO WOOD FRAMING. PROVIDE 2" WALL LOC NS. SEE DETAIL 9/S7.1 FOR VERTICAL SLOT IN LEG @ WOOD FRAMING. T/SURFER T/SURFER DETAIL 9/S7.1 FOR PANEL INFO CENTER SCREWS IN SLOT 2,_0» . . . PA EL INFO 2x STRONGBACK x 3 MAX CoT 2 BAND BAYS LONG @ 48" FLR TRUSS OC MAX. FASTEN TO ONT 2X BAND TOP PLT & EA A/\ F TRUSS CHORD W/ FLR TRUSS FLR TRUSS F R TRU S 2-1 Od NAILS :.........:.......:...........:..........:.....:..:...:...... ................:.. ENDWALL TRUSS – FASTEN TO TOP PLT EDGE NAILING EDGE NAILING W/ 1Od @ 4" OC FASTEN BO CHORD OF FASTEN TRUSS BOT FASTEN TRUSS BOT SEE BRACING STUD WALL/SHEAR WALL SEE BRACING FIRE WALL SHEAR PANEL TO PLT CHORD TO TOP FIRE WALL CHORD TO TOP POOLE 6 POOLE AWITE(TUE PLANS & PLANS & STUD WALL/SHEAR WALL BELOW W/ 4-1Od NAILS PLT W/ 4-10d PLT W/ 4-10d SEE PLANS & SCHEDULES SEE ARCH DWGS SEE ARCH DWGS 3736 Winterfield Road Suite 102 SCHEDULES SCHEDULES SEE PLANS & SCHEDULES (MIN) PER PANEL FIRE WALL 4" OC 4" OC Midlothian, Virginia 23113 SEE ARCH DWGS g STUD WALL SHEAR WALL STUD WALL/SHEAR STUD WALL/SHEAR Telephone 804.225.0215 SEE PLANS & SCHEDULES WALL SEE PLANS WALL SEE PLANS www.2pa.net & SCHEDULES & SCHEDULES SECTION AT EXTERIOR WALL 2 SECTION AT EXTERIOR WALL 3 SECTION @ RESIDENTIAL BLDG SEPARATION: WALL (FIRE WALL) a 4" – 1'– " SCALE: 3/4" = 1,_O» 57.1 SCALE: 3/ - 0 57.1 / S7,�,00) SCALE: 3/4" = 1>_O„ 0 CHURCH STRUCTURAL ENGINEERS STUD WALL/SHEAR WALL 7905 Westside Pkwy, Ste. 200 SEE PLANS & SCHEDULES Alpharetta, GA 30009 — STUD WALL/SHEAR WALL PROVIDE 8" LONG FULL WALL STUD FRAMING. FRAMING RUNS (7 7 0) 6 4 2 - 1 21 3 SEE PLANS & SCHEDULES DEPTH BLOCKING ® EA WD AND OTT PLT SCREW LOC'N & ANGLE SEE 2/S7.1 FOR CONTINUOUS. SEE PLAN AND WALL EDGE B FINISHED FLR TOPPING STUD SCHEDULE FOR ADD'L INFO NAILING. SEE BRACING CUT TOP FOR FLASHING TYP INFO NOT GIVEN CJD WALL,/SHEAR WALL SEE ARCH SUPPORT & DRAINAGE SEE PLANS & SCHEDULES Project: PLANS & SCHEDULES FLOOR SHEATHING FLR SHEATHING PTL DECKING MIDLANDING FLOOR CADD File: 2 HHUS SERIES SHEAR PANEL BLOCKING SEE GEN NOTES W M HGR WD BEAM SEE ARCH DWGS SHEATHING BEYOND Drawn By: IB SEE DETAIL 9/S7.1 D BEA FLOOR SHEATHING SLOPE DN T/SUBFLR T/SUBFLR SEE PLAN SEE PLAN Checked By: CO MIDL.ANDING T/SUBFLR T/SU FLR BALCONY FRAMING FRAMING SNUG Permit Release: SEE PLAN NOTES ENDWALL TRUSS T/MIDLANDING NEXT TO FULL W/ 4x4 VERTS @ HGT STUD July 22, 2016 24" OC MAX WD BEAM Construction Release Set: LUS SERIES HGR ® SEE PLAN _ I FLR TRUSS FLR TRUSS EA JST (U SERIES i _Ar .. HGR ® SKEWED JSTS 2-2X BLOCKING Revisions FLR TRUSS OPP FLR TRUSS FLR TRUSS FASTEN BOTT CHORD BTWN STUD WALL . CONT 2x 10 FASTENED T W/ 1 Od FRAMING ' TO TOP PL No Date Description � FASTEN BOTT CHORD OF :..:...... ... ..:...... ....... .. . ......... .........::.. .... : .: ... ............ .......... .... D I R & N 0 TRUSS 2-2x 10 BLOCKING FULL HGR THIS SIDE @ TO TRUSS VERT W/ 4 $.19.16 Progress Set EDGE AND B01 T PLT SHEAR PANEL TO PLT SIM ONLY LENGTH OF LANDING W/ PROVIDE (1) JAMB NAILING. SEE BRACING BELOW W/ 6-10d NAILS TOP CHORD BRG THA SERIES (2)Y4"� x 6" LONG WD STUD WALL/SHEAR JAMB STUDS AT END OF STUD EA SIDE OF scREws ® 24 OC 2 10.21.16 Permit Comments i FLR TRUSS HANGER WALL SEE PLANS PLANS & SCHEDULESL (MIN) PER PANEL BOTT CHORD EACH BLOCK BLOCKING i BRG FLR SCHEDULES STUD WALL/SHEAR WALL OPTION 1 TRUSS OPTION 2 PROVIDE (1) JAMB STUD SEE PLANS & SCHEDULES EA SIDE OF BLOCKING ASI / RFI Revisions SECTION AT EXTERIOR No. Date Description 4 SECTION @ INTERIOR SHEAR WALL 5 SECTION @ FLUSH BEAMK__6� WALL W/ BALCONY SECTION @ STAIR MID—LANDING AT EXTERIOR WALLS 57.1 SCALE: 3/4 = 1'-0" S7.1 SCALE: N.T.S. S7.1 SCALE: 3/4" = 1'-0" S7.1 SCALE: 3/4" = 1'-0" ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the SPLICE LENGTH - SEE SCHEDULE BELOW STUD WALL/SHEAR WALL property of Poole&Poole Architecture,LLC and shall not be used or reproduced in whole or part in any form SEE PLANS & SCHEDULES without prior written consent of Poole&Poole Architecture,LLC. SPLICE OVER DOUBLE 2x TOP PLATE PROVIDE 8" LONG FULL W/ NAILS STAGGERED DEPTH BLOCKING @ EA WD TRUSS MFGR TO DESIGN BETWEEN SPLICE LOCATION SCREW LOC'N & ANGLE SEE 2/S7.1 FOR STUD WALL SHEAR FULL DEPTH 2x12 MAX 10" OPENING FASTEN TOP CHORD OF EA PREFAB TRUSS PANEL PER SCHED BELOW / WALL/SHEAR R CTR'D IN PANEL PANEL TO WALL PLT FOR 1.0 KIP APPLIED TO CUT TOP FOR FLASHING TYP INFO NOT GIVEN WALL SEE PLANS & STRINGER FOR MECH RUNS ABOVE AS DETAILED TOP CHORD HORIZONTAL SUPPORT & DRAINAGE SCHEDULES LOADS PTL DECKING SEE ARCH DWGS SLOPE DN T SUBFLR WD STAIR TREAD - SEE ARCH FOR FINISH INFO FASTEN BOT CHORD OF BALCONY FRAMING SEE 1/S7.2 FOR y SOLID 2X PANEL TO WALL PLT LENGTH OF WALL SPLICE LENGTH NAILS ALONG SEE PLAN NOTES WD BEAM ADD'L INFO AT STAIR BLOCKING AT ALL BELOW AS DETAILED (BETWEEN CORNERS (MINIMUM) SPLICE LENGTH SEE PLAN STRINGERS .. ..._............._...._......._..._............._............._._......._......................_._. � PANEL EDGES OVER 30' 4'-0" 18-10d L MIN 7/16" PLYWOOD OR US SERIES HGR PANEL TO WALL PLT " - ( :...:...:....:.................:...:......::........................... .— FASTEN BOT CHORD OF LESS THAN 30 29-89" 10-10d EA JST U SERIES -E- OSB SHEATHING FASTENED W/ 8d NAILS @ 3" OC BELOW AS DETAILED LESS THAN 20 1 4 6 10d HGR ® SKEWED JSTS LESS THAN 10' 1'-4" 4-10d PROVIDE 2x BLOCKING AT WALL-----`/.. Q ALL PANEL EDGES CONT 2x10 FASTENED ALONG STAIR STRINGER. ATTACH ■i LL NOT TO TRUSS VERT W/ STAIR STRINGER TO BLOCKING ,� (2)—Y4"0 x 6""LONG WD STUD WALL/SHEAR W/ (3) )4"0 x 2Y2" LONG SDS E OPTION #1 . OPTION �2. 1. DO NOT SPLICE TOP PLATES WITHIN 6 -0 OF ENDS OF SCREWS � 24 OC WALL SEE PLANS & WD SCREWS ® EA BAY NOTCHED 2x12 0 •N U FIELD FRAMED SHEAR PANEL PREFAB SHEAR PANEL STRUCTURAL PANEL SHEAR WALLS. SCHEDULES STRINGER U 2. THIS DETAIL APPLIES Ar ALL EXTERIOR WALLS AND INTERIOR a -I}-- S H EAR WALLS. Imm co SECTION AT EXTERIOR WALL SECTION @ STAIR STRINGER Ei C: s TYPICAL SHEAR PANEL BLOCKING s TYPICAL TOP PLATE SPLICE � O W BALCONY @ BEAM CONNECTION TO STAIR WALL :� i m W/ 57.1 SCALE: N.T.S. S7.1 SCALE: N.T.S. 57.1 SCALE: 3/4" = 1'-0" 57.1 SCALE: N.T.S. � Q Q f STUD WALL SHEAR WALL SEE PLANS/& SCHEDULES FASTEN FLOOR SHEATHING ROOF TRUSS BRG WALL TO SHEAR PANEL TOP UPLIFT ANCHORAGE. SEE CHORD W/ 10d 4" OC 3" S3.0 FOR ADD'L INFO SHEAR PANELS BLOCKING RAIL SEE DETAIL 9/S7.1 ATTACH MEMT BY RAIL MFR f (4) %"0x4Y2» SLOPE DN T/SUBFLR LONG LAG SCREWS WD BM SEE PLAN Ok LUS SERIES HGR @ FASTEN BOTT CHORD EA JST (U SERIES BALCONY FRG WD BEAM W/ Y2" THK TO TOP PLT W/ 1O 2x STRONGBACK x 3 BAYS HGR @ SKEWED JSTS SEE PLAN PLYWOOD FLITCH ® At" OC LONG @ 48" OC MAX. FASTEN PLTS. SEE PLAN OR STUD WALL/SHEAR TO TOP PLT & EA TRUSS DETAIL FOR SIZE WALL SEE PLANS & CHORD W/ 2-10d NAILS SCHEDULES Drawing Title:. Floor Framing Sections TYP SECTION @ BALCONY & Details HAND RAIL ATTACHMENT rl312SECTION AT EXTERIOR STEPPED WALL , » - '- » 57.1 SCALE: 3/4" = 1'-0" �-iSCALE. 3/4 - 1 0 LU CL oc • O 0 w vi UJ i J f W ! Seal �. No.59659 v SEE ARCH �•• •�' SEE ARCH FOR FULL DEPTH 2x12 2 FULL DEPTH 2x12 (4'-0" MAX) R pP•• % MID-LANDING STRINGER FINISHED FLR TOPPING STRINGER � ...• � TOPPING SE= ARCH '��,QU %LIP NOTCHED 2x12 NOTCHED 2x12 r , , ���,Zp i SIMPSON HUC212-3 STRINGER STRINGER FULL DEPTH 2x12 to • STRINGER MATTHEW S.CHURCH,FLORIDA PE No. 59659 SLOPED HGR SIMPSON HUC212-3 _ A) STRINGER TO BRG ON SUBFLR SLOPED HGR 'y STRINGER TO BRG ON SUBFLR NOTCHED 2x12 DIRECTLY ABOVE BEAM DIRECTLY ABOVE BEAM STRINGER FULL DEPTH (2)2x12 z 2 STRINGER FULL DEPTH (2)2x12 FINISHED FLR TOPPING • SEE ARCH FOR STRINGER SEE ARCH = NOTCHED 2x12 MID-LANDING TOPPING STRINGER NOTCHED 2x12 1 O NAILS 1 O NAILS STRINGER ® 6" OC @ 6" OC STAGGERED ' STAGGERED ' MID-LANDING JOIST • I,, • ' SEE PLAN WD BEAM FLR TRUSS SIMPSON A34 CLIP 0 NAILS SE BEAM ON INSIDE A34 CLIP �'� SEE PLAN SEE PLAN ON INSIDE FACE 10d NAILS @ 6" OC I @ 6" OC SEE PLAN ON INSIDE FACE 10d NAILS STAGGERED (TYP) STAGGERED @ 6" OC PROVIDE NOTCHED LVL12-3 @ STAGGERED STRINGER RUNS 8' TO 14' LONG. Pool[ Pool[ AR(HITE(TQRE WD BEAM LMID-LANDING JOIST v'•. \_WD BEAM FLR TRUSS PROVIDE NOTCHED 212-3 @ SEE PLAN SEE PLAN SEE PLAN SEE PLAN STRINGER RUNS UP TO 8' 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 INTERMEDIATE STAIR LANDING FLR LEVEL STAIR LANDING TYPICAL STAIR STRINGER SECTION Telephone 804.225.0215 i www.2pa.net DaMa� STAIR SECTIONS . @ 3 STORY BLDGS 57.2 SCALE: N.T.S. o O x CHURCH STRUCTURAL ENGINEERS 7905 Westside Pkwy, Ste. 200 Alpharetta, GA 30009 f (770) 642 - 1213 ` STUD WALL/SHEAR WALL SEE PLANS & SCHEDULES PRE-ENGINEERED STUD WALL/SHEAR WALL ROOFTOP DECK SYSTEM SEE PLANS & SCHEDULES SEE ARCH FOR ADD'L SEE 12/S7.1 FOR TYP Project: 2 ROOF TRUSS W/ PROVIDE 2x BLOCKING STUD WALL SHEAR WALL INFO INFO @HANDRAIL NOT EDGE AND BOTT PLT PRE-ENGINEERED / ROOFTOP DECK SYSTEM FINISHED FLR TOPPING BEAM POCKET BETWEEN ROOF TRUSSES ROOF TRUSS SEE PLANS & SCHEDULES EDGE AND BOTT PLT GIVEN SEE ARCH FOR ADD'L CADD File: i NAIUNG. SEE BRACING SEE ARCH NAILING. SEE BRACING SEE ARCH FOR WATERPROOFING PLANS & SCHEDULES 2 2 PLANS & SCHEDULES REQUIREMENTS INFO Drawn By: IB FLR SHEATHING FINISHED FLR TOPPING / FINISHED FLR TOPPINGFLR SHEATHING HANDRAIL BY SEE ARCH FOR WATERPROOFING Checked By: CO STAGGER BEARING POINTSEE GEN NOTES SEE ARCH j SEE ARCH RAIL MFR REQUIREMENTS OF 2x FLOOR FRAMING SEE GEN NOTES Permit Release: T/SUBFLR _ FLR SHEATHING FLR SHEATHING FLR SHEATHING T/SUBFLR T DECK Jul 22 2016 SEE GEN NOTES SEE GEN NOTES SEE GEN NOTE y FLR FRAMING FLR FRAMING Construction Release Set: SEE PLAN T SUBFLR T SUBFLR SEE PFRAMING T SUBFLR ® T SUBFLR SEE PLAN / T/ ------------------- \---------------------------- - SUBFLR VARIES ROOF DECK FRAMING Revisions FLR FRAMING SEE PLAN PROVIDE 2x BLOCKING SEE PLANCONT 2x6 RIMBOARD ................ ............. No. Date Description BETWEEN FLOOR FRAMING PROVIDE 2x12 ROOF DECK FRAMING EDGE AND BOTT PLT ... .. ... .. ...... ................................................... BLOCKING @ EA BAY CONT 2x6 FASTENED SEE PLAN PROVIDE 2x BLOCKING NOTCH DECK FRAMING 8.19.16 Progress Set NAIUNG. SEE BRACING TO RIM BOARD W/ ® HANDRAIL SUPPORT 13/4" @BEARING WALL 2 10.21.16 Permit Comments PLANS & SCHEDULES STUD WALL/SHEAR WALL WS210 HGR Y4"0 x 3 Y2" LONG WD HANGER BY CONT 2x12 RIMBOARD LOCATIONS SEE PLANS & SCHEDULES TRUSS SUPPLIER UNO WD BM FLR FRAMING SCREWS @ 12" OC STUD WALL/SHEAR WALL SEE PLAN SEE PLAN SEE PLANS & SCHEDULES WD BM 2 STUD WALL/SHEAR WALL ASI / RFI Revisions SEE PLAN SEE PLANS & SCHEDULES 2 No. Date Description SECTION @ INTERIOR BRG WALL SECTION @ BEAM SUPPORTING 2x SECTION @ TRANSITION BETWEEN 2x SECTION @ INTERIOR BRG WALL SECTION @ EXTERIOR BRG 2 WITH 2x FRAMING 3 FRAMING & ROOF TRUSS 4 FLOOR FRAMING & ROOF TRUSSES 5 ADJACENT TO ROOFTOP DECK s WALL @ ROOFTOP DECK $7.2 SCALE: 3/4" 1'-0'' 57.2 SCALE: 3/4" = 1'-0" $7.2 SCALE: 3/4" = V-0" $7.2 SCALE: 3/4" = 1'-0" 57.2 SCALE: 3/4" = 1'-0" ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the O J property of Poole&Poole Architecture,LLC and shall not O WALL STUD FRAMING. SEE PLAN AND be used or reproduced in whole or part in any form ® o WALL STUD SCHEDULE FOR ADD'L without prior written consent of Poole&Poole Z Architecture,LLC. 0 m INFO cn � ROOFTOP DECK SYSTEM J FLR—TO—BM 2x FRT STUD COL SEE ARCH FOR ADD'L a�Q Q 3 WRAPPED W/ /4s THK FRT PLYWOOD WD TRELLIS POST INFO SHEATHING W/ 8d NAILS @ 6" OC WD TRELLIS POST--\ SEE ARCH FOR WATERPROOFING FUR OUT 2x6 STUD WALL COL W/ 2-2X8 H ER REQUIREMENTS 2-2x4 & Y2" THK FRT SHEATHING OVER HYDROSTATIC HYDROSTATIC VENT @ VENT GARAGE SEE PLAN AND FLR SHEATHING �0 ARCH FOR LOCATIONS O SEE GEN NOTES 5 -2x6 STUDS ���'A,y PROVIDE 2x SUBFLR BLOCKING @ PROVIDE (1) JAMB T/ y BW/ 11N"STUDS SHEATHING 'L COLUMN STUD EA SI OF � HEADER CONT 2x6 RIMBOARD ORIENT 2x6 STUDS IN (3)2x12 LINE W/ BM OR WALL ............ ... .... .. . .. .................. O SUPPORTING JSTS . .............. . . . LS90 SIMPSON ANGLE PROVIDE 2x BLOCKING--//' LOCKING W/ 1 O NAILS BOT VENT C: � ® HANDRAIL SUPPORT LOCATIONS 2x8 BLOCKING UNDER LS90 SIMPSON ANGLE ROOF DECK POST W 1 O NAILS T/SOG STUD WALL/S H EAR WALL v o U SEE PLANS & SCHEDULES JOIST FRAMING Q U Q) � 2 SEE PLAN w 1'-20 ry Y" CLR OPENING 2 � � I BTWN JAMB STUDS C: .0 V E SECTION @ EXTERIOR BRG 7 WALL @ ROOFTOP DECKK8 '� BUILT—UP 2x WOOD STUD COLUMN PLAN VIEW s SE TION @ HYDROSTATIC VENT FRAMING SCALE: 3 4" 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" S7.2 / 57.2 �.2 Cr C3 2 Q Drawing Title: Floor Framing Sections "ZO & Details CW LU 0- I O i � o UJ Q LU LU I I Seal �A\C E IN * : No.59659 WALL DOUBLE STUD PACK SEE S4 LJ_•..» F •:�; 4"0 MAX HOLE TOP PLATE SERIES DWGS FOR QUANTITY .O R P•• ��• 4"0 MAX HOLE '�� ' . Ito Ulallt% z MATTHEW S.CHURCH,FLORIDA PE No. 59659 o w � Z c=U\ n MAX HOLE w U-) SEE SCHED IN 2'-0" MIN z �w 5/S7.3 2,_0» MIN PLATE HOLE Q P kTE J 2 Q HO_E 2 o z S7.3 S7.3 o Z � �? @ 2x6 WALLW Q @ 2X6 WALLo(Al UJ UJ `r' SEE SCHED SIN z5/S7.3 ADD'L REQ'S STUDS POOLE 6 POOLE AMITE(ME 2"0 MAX HOLE 3"0 MAX HOLE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net 2'-0» MIN 2'-0" MIN PLATE Q HOLE 2 Q PLATE 2 S7.3 Ck HOLE �.3 ELEVATION VIEW o 2x4 WALL @ 2x4 WALL DETAIL AT LOAD BEARING CHUIRCH PLAN VIEW DETAIL AT SHEAR LAN VIEW DETAILJTUD PENETRATION STRUCTURAL ENOINEERs T NON-SHEAR 4 7905 Westside Pkwy, ER 200 WALL PLATE PENETRATIONS 3 ALL PLATE PENET ATIONS 57.3 SCALE: N.T.S. Alpharetta, GA 30009 S7,3 SCALE: N.T.S. S7,3 SCALE: N.T.S. (770) 642 - 1 213 Project: CADD File: Drawn By: IB Checked By: CO Permit Release: FLR TRUSS July 22, 2016 SEE PLAN SCHED STUD MAX HOLE 0 # HOLES/ HOLE—TO—HOLE END DIST ADD L STUDS Construction Release Set: TOP PLATE PENETRATION PACK IN STUDPA K STUD PACK SPACING REQ'D1 SEE 1/S7.3 FOR INFO (TOP & BOTT� � _ WALL BOTT Revisions 4» 4 6" 12 0 PLATE FLR SHEATHING No. Date Description 4-2x4 1 Y» 1 - 24 2 8.19.16 Progress Set 2" 1 _ 24" 4 T SUBFLR 2 10.21.16 Permit Comments � » 6» MAX /» 4 6 12 0 2 -o TOP PLATE 3_2x4 14 » 1 _ » 2 PRE—ENGINEERED MAX WALL TOP PLATES SEE GEN NOTES 1 Y2 24 FLR TRUSS SEE ASI / RFI Revisions 2 1 _ 24 3 PLAN No. Date Description STUD PACK SEE S4 SERIES DWGS 4» 4 6" 12» 0 FOR INFO 2-2x.4 1 y» 1 - 24" 1 ri 2, 1 _ 24„ 2 4» 4 6" 12 0 V-j4)�"» MAX 1-2x4 1 �» 1 — 24 1 3-2x6 STUDS EA SIDE 1'- MIN CASE 1 : NO ADDITIONAL STUDS REQUIRED 2» 1 _ 24 1 OF PLUMBING. STUD STUD WALL/ SHEAR PACK MUST ALIGN WITH WALL STUDS SEE PLANS ©2016 Poole&Poole Architecture,LLC TRUSS EACH SIDE OF & SCHEDULES Drawings and specifications are and shall remain the 3 Z PLUMBING property of Poole&Poole Architecture,LLC and shall not " " » without prior be used or reproduced encconsent of Poole a&Poole form 4 6 �2 � PLUMBING FOR 4-2X6 2" 2 24 24" 2 WASHER DRAIN Architecture,LLC. 3» 1 - 24 4 FLR TRUSS » " 3 » SEE PLAN TOP PLATE PENETRATION , 4 6 12 0 SEE 1/S7.3 FOR INFO 3-2X6 2 2 24 24 1 I 3" MIN 3» 1 _ 24„ 3 4" 4 6" 12" 0 2-2x6 2" 2 24" 24" 1 (A 3" 1 1 - 24„ 2 6 TYPICAL SECTION AT WASHER HOOKUP/ DRAIN BOX 4) to r �� 4 6 » 12 0 $�.3 SCALE: N.T.S. I „ 1-2x6 2 2 24 24 1 TOP PLATE 4.0 01 3 MAX 3" 1 — 24 1 � SEE GEN NOTES S : . o STUD PACK SEE E LJZ S4 SERIES DWGSE FOR INFO NOTES• 0 -ui U 1. LAMINATE ADDITIONAL STUDS TO EXISTING STUD PACK PER U a PLY LAMINATION REQUIREMENTS DN S4.0a. O ADD ADD'L STUD PACK ADJACENT TO PENETRATION WHEN TRUSS IS UC: LOCATED CLOSER TO THE 5 STUD PACK ALLOWABLE PENETRATIONS. SCHEDULE •— �- PENETRATION THAN THE STUD ca PACK. SEE S4 SERIES DWGS FOR ��_3 •L- �-- STUD QUANTITY Q 2x4 HORIZ STRAP 2-1 Od NAILS EA 2x4 BLOCK ® EA 2-1 Od NAILS Cr C 0 EA HGR FASTENED END (TYP) HGR FASTENED AS EA END (TYP) � CASE 2: ADDITIONAL STUDS REQUIRED AS NOTED NOTED a • ON - FLOOR TRUSS 3-10d NAILS EA FLOOR TRUSS y END (TYP) ELEVATION VIEW AT WALL f.� E . • , . 2 TOP PLATE PENETRATION S7.3 SCALE: N.T.S. Qq 2x4 VERT EA 2'_0„ PIPE HGR AS REQ'D 2x4 VERT EA 2 _0» PIPE HGR SIDE OF PIPE MAX (10'-0» OC MAX) SIDE OF PIPE MAX AS REQ'D NOTE: HGR DOES NOT NOTE: USE SYP #2 SUPPORT WEIGHT OF FOR 2x4 VERTS & PIPE. PIPE BEARS ON HORIZ STRAP BOT CHORD OF TRUSS. OPTION 1 OPTION 2 Drawing Title: Floor Framing Sections & Details 7SECTION AT SPRINKLER PIPE SUPPORT 57.3 SCALE: N.T.S. w O 2 S703 U_ w - _ c) Q w PRE—ENGIN ROOF TRUS SEE S8 SERIES FOR 1 1 ROOF TRUSS FRAMING ED R EE >SES DETAILS { FINISH FLR TOPPING SEE ARCH 2x STUD WALL/SHEAR WD BEAM * No.59659 WALL. SEE PLAN & 2x4 CSD 16" OC SEE PLAN = : SCHEDULES PONY WALL OVER BEAM FLR SHEATHING SEE GEN NOTES T SUBFLR77 SEE ARCH �5 . .. ............. . ROOF TRUSS c-7i BRG MATTHEW S.CHURCH,FLORIDA PE No. 59659 . I kT/MIDLANDING SUBFLR SEE ARCH 2x STUD WALL/SHEAR WD BEAM BEYOND SEE ARCH FOR SEE PLAN WALL. SEE PLAN & 2x STUD WALL/SHEAR WINDOW SYSTEM SCHEDULES WALL. SEE PLAN & as SCHEDULES BEAM FRAMING ® THA 426 STAIR MIDLANDING PAD OUT BOTTOM OF IHANGER SE PLAN BEAM TO MATCH DEPTH OF MIDLANDING ,l STAI. STRINGERS,.NOT POO sH N FOR cLARI`TY 6 PON ANIN �IRf 3736 Winterfield Road, Suite 102 Midlothian Virginia 2 U11' 61 SESTAIR RAILS SEE ARCHTMIDLANDINGT 23113 FOR ADD'L INFO fff ION @ Telephone 804.225.021 s S7.4 E. 3/4 = 1 -p www.2pa.net I DAVOS PRE—ENGINEERED , GIRDER TRUSS STAIR STRINGERS BEYOND O I i E FINISH FLR TOPPING ' ( I � SEE ARCH I F I � � LOOR TRUSS I ! FRAMING BEYOND :$ f, CHURCH 2x4 16 OC 2 i I WD BEAM FLR SHEATHING 8TRUCTURAL ENGINEERS PONY WALL BEYOND SEE GEN NOTES 790 OVER BEAM S7.4 5 Westside Pkwy, Ste. Alpharetta, GA 30009 0 0 T/SUBFLR (770) 642 - 1 21 3 T/SUBFLR BEAM PLAN Project: CADD File: WD BEAM I I E SEE PLAN EXTERIORDrawn By; IB STUD WALL/SHEAR WALL Checked B WD BEAM. SEE PLAN & SCHEDULE Y: CO PRE—ENGINEERED SEE PLAN Permit Release: j I FLOOR TRUSS .. ...... ........ .. ............. ............ .. ................... --- I I >< July 22, 2016 T/MIDLANDING SUBFLR SEE ARCH >< Construction Release Set: I Revisions _ i I • • I ``� /�� N o Date Description r SEE ARCH FOR WINDOW SYSTEM 6k6 WD 8.19.16 Progress Set WD BEAM FRAMING C� 1 �--- SEE 1/S7.2 FOR STAIR g PAST BELOW ' STAIR MIDLANDING – � I � I STRINGER INFO - ��, ,.�' ;< 2 10.21.16 Permit Comments 1 OPEN TO SEE .PLAN I I I r--- BELOW 0 -- I STAIRWELL ASI / RFI Revisions No. Date Description WD BEAM -� p j 2x STUD WALL/SHEAR SEE PLAN ' • .\\\ H--- WALL. SEE PLAN & SCHEDULES EXTERIOR STUD WALL/SHEAR WALL • � I SEE PLAN & SCHEDULE i _ i I • • I II • I PLAN V1EWvr,­;"- @ BEAM TO COLUMN CONNECTION ©2016 Poole&Poole Architecture,LLC • � I 57.4 SCALE: 3/4' = 1'—{}��: Drawings s 1 f --- 9 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 I • • 1 WD BEAM FRAMING ® STAIR MIDLANDING without prior written consent of Poole&Poole PROVIDE 2x BLOCKING AT WALL ALONG I I I 1 SEE PLAN Architecture,LLC. STAIR STRINGER. ATTACH STRINGER TO I i BLOCKING WITH (3) y4"0 x 2Y" LONG __i I I • FINISH FLR TOPPING SDS WD SCREWS ® EA BAY. SEE 11/S7.2 FOR ADD'L INFO (TYP) SEE ARCH T/MIDLANDING SUBFLR SEE ARCH FLOOR TRUSS FRAMING BEYOND jl" FLR SHEATHING } SEE GEN NOTES (TYP) ... . 1. 3 T SUBFLR S7.4 OL 11 11 1 T/SUBFLR j WD BEAM & FLR TRUSS •— ,_ -� I BEYOND O � � ._. ---_ S o I � Q ---- E � j WD BEAM o •� U PRE—ENGINEERED WD BEAM �____ SEE PLAN U Q SEE ARCH FQtE O � a� FLOOR TRUSS SEE PLAN WINDOW SYSTFrI Q m SE 1 � I � •U I E /S7.2 FOR STAIR I 1 -Q STRINGER INFO 1 –'-- I I ; • • � I M � Y � _ I I I WD POST SEE PLAN = EXTERIOR S WALL/SHEAR WALL Q 1 SEE PLAN & HEDULE • iI I 1 ' WD BEAM F O STAIR MIDLANDING L — - SEE PLAN STAIR RAILS SEE ARCH —FOR ADD'L INFO T MIDLANDING SU II SEE ARCH SEE S6 SERIES FOR FOUNDATION DETAILS k T/SOG ¢ -1 Drawing Title: Floor Framing Sections ' PONY WALL UNDER h & Details WOOD STAIR STRINGER }, SUPPORT BEAMJW j CIZII UNIT B1 SECTION C� STAIRWELL WALL _ s UJ S7 4 SCALE: 3/4" = 1'-0" Y K:. O • U_ LURa p I w Nix SEE S8 SERIES FOR PRE ENGINEERED ROOF TRUSS FRAMING �1���••S•h•C ROOFTRUSSES DETAILS ���, GENs�f✓rpC, No.59659 RA gyp.••'`�. to � ' MATTHEW S.CHURCH,FLORIDA PE No. 59659 ROOF TRUSSO BRG 2x STUD WALL/SHEAR SEE ARCH FOR WALL. SEE PLAN & 2x STUD WALL/SHEAR WINDOW SYSTEM SCHEDULES WALL. SEE PLAN & SCHEDULES POOLE 6 POOLE ANITE(TRE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 I-.... www.2pa.net STAIR RAILS SEE ARCH I FOR ADD'L INFO ROOF EDGE NAILING CONT 2-2x WALL BLOCKING ALONG CONT 2x BLOCKING SEE GEN NOTES PRE—ENGINEERED DaM�t GIRDER TRUSS I$ r CONT 2x BLOCKING n. FASTENED TO WALL o f BLOCKING W/FINISH FLR TOPPING Y4"O x Q I E SEE ARCH =$ 3Y2" LG WD SCREWS STAIR STRINGERS i ,� BEYOND I _ 9 0 6 OC STAGGERED I 1 M� nn I I ; FLR SHEATHING FLOOR TRUSS SEE GEN NOTES ROOF SHEATHING 8TRUCTURAL ENGINEERS FRAMING BEYOND S 2x4 @ 16" OC � ( j EE GEN NOTES FOR 7905 Westside Pkwy, Ste. 200 PONY WALL 2 c I WD BEAM 10d ® 6" OC TYPE & FASTENER INFO Alpharetta, GA 30009 S7.4 I BEYOND 7 7 OVER BEAM E ( 0) 6 4 2 - 1 21 3 I T/SUBFLR I Project: i I CADD File: E ! Drawn By: 1B fl � I Checked By: CO WD BEAM SEE PLAN Permit Release: :......................................................... .......................... .... . .......... ......................................................................... ..... ... .. ... July 22, 2016 ............ .. .......... . ..... ................... ......... ___ , Construction Release Set: T/MIDLANDING SUBFLR _-3 t I _ EXTEND SHEATHING TO _ OL — 1 1 I--- BOT OF FLOOR TRUSS HGR BY PRE—ENGINEERED LOW %iF SEE ARCH NEWTRUSS S � , SHEATHING. ATTACH TO SUPPLIER ROOF TRUSS. SEE 2/S8.2 Revisions j I TRUSS TOP CHORD W/ FOR ADD'L INFO 10d ® 6" OC. WD BEAM NO. Date Description SEE PLAN 8.19.16 Progress Set 1 ; 2 10.21.16 Permit Comments WD BEAM FRAMING ® __1 f--- SEE 1/S7.2 FOR STAIR E STAIR MIDLANDING STRINGER INFO , SEE PLAN I 1 I ASI / RFI Revisions 1 I l 1 2x STUD WALL/SHEAR No. Date Description • i �_ _ WALL BEYOND. SEE PLAN & SCHEDULES • 11 2x STUD WALL/SHEAR l I • 1 I WALL. SEE PLAN & __i --- SCHEDULES 1 ' • , I 1I iI i E ©2016 Poole&Poole Architecture,LLC i --"1 i • Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not PROVIDE 2x BLOCKING AT WALL ALONG be used or reproduced in whole or part in any form STAIR STRINGER. ATTACH STRINGER TO without prior written consent of Poole&Poole I---- I I Architecture,LLC. BLOCKING WITH (3) Y4"0 x 2Y2" LONG WD BEAM FRAMING ® STAIR MIDLANDING SDS SND SCREWS 0 EA BAY. SEE I i I ; l SEE PLAN 11/S7.2 FOR ADD'L INFO (TYP) I I FINISH FLR TOPPING I I • E SEE ARCH T/MIDLANDING & POWDER ROOM SUBFLR SEE ARCH 1 if I I{1f I FLOOR TRUSS Ai FLR SHEATHING FRAMING BEYOND fi 1+ I SEE GEN NOTES (TYP) 3 ................................................................... O, T/SUBFLR - � T SUBFLR — _ BEYOND a i -- - I S Z) o 1 UZ :................:..:....:.........:....:.. ................. "j E -- EXTERIOR STUD WALL/SHEAR WALL U ry I WD BEAM SEE PLAN & SCHEDULE o .� m PRE—ENGINEERED WD BEAM SEE PLAN .0 FLOOR TRUSS SEE PLAN , V E_ 7 0 SEE 1/S7.2 FOR STAIR i � m STRINGER INFO 1 1 � II • I1 � � II • • , I • I I _— WD POST SEE PLAN I WD BEAM FRAMING ® STAIR MIDLANDING SEE PLAN L _ 1 I STAIR RAILS SEE ARCH FOR ADD'L INFO T/MIDLANDING SUBFLR SEE ARCH SEE S6 SERIES FOR FOUNDATION DETAILS T/SOG Drawing Title: Floor Framing Sections & Details PONY WALL UNDER WOOD STAIR STRINGER �-- SUPPORT BEAM i w UNIT B2 SECTION C� STAIRWELL WALL : o 7.5 SCALE: 3/4" = 1'-0" U W ci3 Q 2 w LU r_ .Seal SEE S8 SERIES FOR '`�� C E NS�>%/ ROOF TRUSS FRAMING DETAILS : .* No.59659 . PRE—ENGINEERED ROOF TRUSSES F , MATTHEW S.CHURCH,FLORIDA PE No. 59659 i ROOF TRUSS 2x STUD W / ALL SHEAR WALL. SEE PLAN & SCHEDULES PON 6 Pool[ AR(HITI(TRE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 2x STUD WALL/SHEAR Telephone 804.225.0215 WALL. SEE PLAN & wvvw.2pa.net SCHEDULES i EXTERIOR STUD WALL/SHEAR WALL SEE PLAN & SCHEDULE DaM�� F 0 0 FINISH FLR TOPPING MVI' SEE ARCH CHURCH STRUCTURAL ENGINEERS FLR SHEATHING 7905 Westside Pkwy, Ste. 200 PROVIDE DOUBLE BOT SEE GEN NOTES Alpharetta, GA 30009 PLATE AND DOUBLE TOP WD BEAM BEYOND (7 7 0) 6 4 2 - 1 21 3 PLATE AT OPEN STAIRS SEE PLAN CONNECT W/ Y4" x 5" ------- ----------------------------------------------------------- T SUBFLR LONG WD SCREWS All n A n A Project: fill fill ,{ll fl!I E1!l lilt ilii lltl {lfl CADD File: lVl fill €VI IVt !Yl Al iAt !Al lA€ !AI ;ill {til iflf lilt tf ll It It ;f tl It ll 1l Drawn By: 113 –%�----- FLR JOIST & ---- ROOF TRUSS BRG Checked By: CO _T--- I Permit Release: ' July 22, 2016 WD BEAM WD BEAM SEE PLAN SEE PLAN Construction Release Set: . • 1I _ II • I I ---� ----- 2x STUD WALL/SHEAR Revisions 1 WALL. SEE PLAN & No. Date Description C 1 I SCHEDULES 8.19.16 Progress Set ___ 10.21.16 Permit Comments Ij 2 . • II j • I I SEE 1/S7.2 FOR STAIR STRINGER INFO MIDLANDING FRAMING I I ASI RFI Revisions SEE PLAN I I I No. Date Description --1 I 1 I------ • I I PROVIDE 2x BLOCKING AT WALL ALONG ' I j STAIR STRINGER. ATTACH STRINGER TO ' I00 BLOCKING WITH (3) Y4"0 x 2,V2" LONG hT/MIDLANDING SUBFLR -- – SDS WD SCREWS CSD EA BAY. SEE STAIR RAILS SEE ARCH SEE ARCH 11/S7.2 FOR ADD'L INFO (TYP) FOR ADD'L INFO i —— ©2016 Poole&Poole Architecture,LLC • STAIR STRINGER BEYOND Drawings and specifications are and shall remain the FINISH FLR TOPPING property of Poole&Poole Architecture,LLC and shall not SEE 1/S7.2 FOR STAIR • -— — SEE ARCH be used or reproduced in whole or part in any form STRINGER INFO without prior written consent of Poole&Poole WD BEAM FRAMING ® Architecture,LLC. --- – STAIR MIDLANDING .r _•__ SEE PLAN FLR SHEATHING SEE GEN NOTES « � i T/SUBFLR ------------------ ---- ------ --------- ---- ---- ---- -- --- -- ------------- -- --- T/SUBFLR I ..... y :...............................:..:..........:.. ...................... ....... -- — ---- ................................ 4- 4Y2" MIN D BEAM BEARING I I 4- O SEE PLAN ----j I------ LL I � E END WALL TRUSS I 1 OVER WALL I E _ ' 0 'N U ---� �----- U O 4-- m 000 II ,U ---- U E • I 2x STUD WALL/SHEAR pp STAIR RAILS SEE ARCH 001 I WALL. SEE PLAN & 0 OR ADD L INFOI �-- II SCHEDULES 1— Q EXTERIOR STUD WALL/SHEAR WALL I SEE PLAN & SCHEDULE « I SEE 1/S7.2 FOR STAIRCr 000 STRINGER INFO 00000 000 /0000 /0010 1 • • Ij 1I ' 1 II I I I III • E i IIII III 1 _ _ J _ J 1 I I i f I Drawing Title: t Floor Framing Sections j & Details ANDe � t w UNIT 133 SECTION STAIRWELL WALL Cie SCALE: 3/4" = V-0" � 57.6 SCALE: 1' LUN Q 2 w LU Seal .. * No.59659 SEE S8 SERIES FOR ��`•'• • T P•.• � ROOF TRUSS FRAMING .!••' DETAILS ........... ........................ ........................... MATTHEW S.CHURCH,FLORIDA PE No. 59659 1 I� PRE-ENGINEERED 2x STUD WALL/SHEAR ROOF TRUSSES WAL . SEE PLAN & SCH DULES EXTERIOR STUD WALL/SHEAR WALL SEE PLAN & SCHEDULE ROOF EDGE NAILING POOLE 6 POOLE ARNITKIVE ALONG CONT 2x BLOCKING 3736 Winterfield Road, Suite 102 SEE GEN NOTES CONT 2-2x Midlothian, Virginia 23113 CONT 2x BLOCKING FASTENED TO WALL Telephone 804.225.0215 WALL BLOCKING BLOCKING W/ Y4"0 x 3Y2" LG WD SCREWS www.2pa.net @ 6" OC STAGGERED STAIR STRINGER BEYOND SEE 1/S7.2 FOR STAIR ROOF SHEATHING .g SEE GEN NOTES FOR � FINISH FLR TOPPING BEYOND STRINGER INFO FASTENER SEE ARCH TYPE & INFO o O x FLR SHEATHING BEYON ..................... :... . ....... SEE GEN NOTES CONT 2-2x12 WAIL BLOCKING PRE—ROOFETRUSSESED CHURCH ' STRUCTURAL ENGINEERS I 7905 Westside Pkwy, Ste. 200 i to h � 44 1111 tAiA Alpharetta, GA 30009 ti!i it ti li 11 I1 ii 1111 11 111 11 1411 lit: illi ilfl lift IW illi ivi iIi IYt lYl iv IYiY1 til Ii I 1 iii I A I IAIAI————— (770) 642 - 1 21 3 fit I if 11 It 11 11 i1 11 li 1111 It lit U FLR JOIST & FLR JOIST & ROOF TRUSS BRG ROOF TRUSS BRG _- Project: I CADD File: WD BEAM WD LOOR SEE PLAN JOIS BEYOND Drawn By: IB Checked By: CO Permit Release: ...:........ .......... .................:...:............ . .: • iSEE ARCH FOR July 22, 2016 2x STUD WALL/SHEAR— , ! WINDOW SYSTEM WALL. SEE PLAN & ___ I ,�_____ WD BEAM Construction Release Set: SCHEDULES i i SEE WD BEAM PLAN SEE PLAN • • I , I I j MIDLANDING FRAMING Revisions ---- SEE PLAN No. Date Description 000�• � 8.19.16 Progress Set I EXTERIOR STUD WALL/SHEAR WALL 10.21.16 Permit Comments • SEE PLAN & SCHEDULE 2 ---� I----- STAIR RAILS SEE ARCH j SEE 1/S7.2 FOR STAIR FOR ADD'L INFO STRINGER INFO ASI / RFI Revisions ROOF EDGE NAILING ---� i----- ALONG CONT 2x BLOCKING No. Date Description • 1 SEE GEN NOTES t PROVIDE 2x BLOCKING AT WALL ALONG STAIR STRINGER. ATTACH STRINGER TO • , � BLOCKING WITH (3) }i4„O x 2Y2 LONG CONT 2x BLOCKING 00 • , SDS WD SCREWS ® EA BAY. SEE FASTENED TO WALL 11/S7.2 FOR ADD'L INFO (TYP) BLOCKING W/ Y4"0 x 00 FINISH FLR TOPPING i i ---- 3Y2 LG WD SCREWS SEE ARCH J , I I ® 6" OC STAGGERED _---� CONT 2-2x ROOF SHEATHING ©2016 Poole&Poole Architecture,LLC FLR SHEATHING WALL BLOCKING SEE GEN NOTES FOR SEE GEN NOTES ' Drawings and specifications are and shall remain the TYPE & FASTENER INFO 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. i T/SUBFLR T SUBFLR 771 I PRE-ENGINEERED WD BEAM I 1 PRE-ENGINEERED FLOOR TRUSS SEE PLAN END WALL TRUSS 1 I FLOOR TRUSS >1 OVER WALL • PRE-ENGINEERED LOW 'C �- j0 00 ROOF TRUSS. SEE 2/S8.2 S �”' o ---� ---- BIRDSMOUTH CUT II 11 FOR ADD'L INFO E LL • � i AT WALL TOP PLT- ii ii E 2x STUD WALL/SHEAR ' I I it o •N (,� WALL. SEE PLAN & I I 11 II U 0 2x STUD WALL/SHEAR SCHEDULES _ _ �__ _ I1 tt — I 11 II 0 ..�. WALL. SEE PLAN & I , II I1 im SCHEDULES I , I I1 II it • I000i ii t1 11 U j I - BIRDSMOUTH CUTU E _i --- AT WALL TOP PLT i i ii �� L_ 0 • • I I I 11 11 I I �� 11 II t • i ii II C: I It 11 II Cr • • I II tt II I 11 11 It 1 I 11 it WD BEAM FRAMING 0 STAIR MIDLANDING I I 11 II 11 SEE PLAN ---y ---- i i i i i it I J! 11 It • • I ( I Ii tt I1 000 1 I II 11 II I II 1I I! -- I �----- i it i 11 • SEE 1/S7.21 FOR STAIR I 11 I I ii , T/MIDLANDING SUBFLR I j STRINGER INFO I I! II 11 SEE ARCH I 1 It 2x4 0 16" OC W/ i 1 ii I (2)2x4 BUILT UP II 11 I 11 STUD PACK BELOW ii 11 1 II EA STRINGER II 11 11 tt 11 i 11 I1 11 I II II II Ii it tt I It (2) 2x12 BLOCKING I I I i i it WITHIN WALL 0 II tt 1f MIDLANDING FRAMING I I1 11 It I 11 II T/SOG s. -i PONY WALL UNDER WOOD STAIR STRINGER SUPPORT BEAM Drawing Title: Floor Framing Sections & Details UNIT 1 & C1 ALT SECTION Q STAIRWELL WALL— Ac S7.6 SCALE: 3/ " _ 1,_Q., t CL Cie • O 0 U-1 Q w 2 w Cle Seal %% 0,J�1�.•S.y f/J \C E NS4���(� No.59659 v SEE 2/S7.1 FOR ��'�' 0 . OP• . -3t�,g" M TYP INFO NOT GIVEN < ,R A. ROOF EDGE NAILING , '�� .A.` �%0 ALONG CONT 2x BLOCKING HU26 HGR SEE GEN NOTES 2x BLOCKING FOR �d STD WALL/SHEAR WALLEDGE NAILING MATTHEW S.CHURCH,FLORIDA PE No. 59659 SEE. PLANS & SCHEDULES CONT 2x BLOCKING LVL12-2 ONLY 0 FASTENED TO WALL ROOF DECK 2,_0„ CANOPY ROOF BLOCKING W/ Y4"0 x SEE GEN NOTES CO 2-2x WALL BLOCKING 3kz" LG WD SCREWS 0 i 6 OC STAGGERED 2x6 PTL RAFTERS ® 24" OC i PRE—ENGINEERED ROOF EDGE NAIING ROOF TRUSS SEE GEN NATES SEE 2/S7.1 FOR TYP INFO NOT GIVEN ROOF SHEATHING SEE GEN NOTES FOR 12-2x0 _BEAM TYPE & FASTENER INFO 2x6 SPACER W 4 POOLE � POOLE AR(HITIGN T/SURFER H2.5 CLIP CSD EA / ( ) RAFTER 1 O NAILS INTO VERT 3736 Winterfield Road, Suite102 H2.5 CLIP Midlothian, Virginia 23113 EA TRUSS — WALL FRAMING BEYOND. PROVIDE 2-2x FULL-HGT Telephone 804.225.0215 ?� DIRECTLY BEHIND BRACKET www.2pa.net & ROTATE 90 DEGREES 3" N BTWN ADJACENT STUDS .......................................................................................................................... FOR SCREW ANCHORAGE HGA10 CLIP ® U� FLR TRUSS TRUSS HGR BY BM BRG PTS TRUSS SUPPLIER. �a SEE SHEET S8.3 FOR ROOT TOP TRELLIS FRAMING PLAN 4x4 PTL BRACKET. 3„ PLAN VIEW AND DETAILS. WD BEAM FASTEN W/ 4 0 x SEE PLAN STUD WALL/SHEAR WALL 6" MAX LG WD SEE PLANS & SCHEDULES SCREWS AS SHOWN � a STRUCTURAL ENGINEERS 7905 Westside Pkwy, Ste. 200 SECTION NOT USED 2 SECTION @ LOW ROOF 3 SECTION AT CANOPY ROOF Alpharetta, GA 30009 (770) 642 - 1213 _ 2 SCALE: 3/4" = V-0" �.2SCALE: 3/4" = V_0" • SCALE: 3/4" 1 —0 88. Project: 2 CADD File: Drawn By: 113 Checked By: CO Permit Release: July 22, 2016 Construction Release Set: Revisions No. Date Description 8.19.16 Progress Set i 2 10.21.16 Permit Comments ASI / RFI Revisions No. Date Description ©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. 0 E U_ :0 O � U UO 0 ry Q) } Im i 1■— a) U V E m Q Q Q CrQ I Drawing Title: Roof Framing Sections & Details w O LUa WI J W Seal i ``,,`,,,%IIIII,,,,,,,,' CENSF��� No.59659 OF 1 MATTHEW S.CHURCH,FLORIDA PE No. 59659 i I I POOLE POOR AMITRAE q POST 6x6 3736 Winterfield Road, Suite 102 9,_1» Midlothian, Virginia 23113 Telephone 804.225.0215 www.2po.net I 1 I C 13/6"0 HOLE FOR -I 3/4"O BOLT (TYP) wVln1V Q U) `� ' I III — v4P o II Ma RftF ' I °° 3 CL 00 S8.3 4-2x8 BEAM LO cx FILLER } --- ---- ---- --- ---- --- --- nn — — CHUWCH 3/4"O A307 BOLT 4-2x8 BM LO STRUCTURAL ENGINEERS (TYP} 7905 Westside Pkwy, Ste. 200 EL Alpharetta, GA 30009 III III _► E_ ► � , � t i �. —I (770) 642 - 1 21 3 III I ' I 4 =1 lam _ i i S8.3 i Q �00 � � 0 i Project: I ' I III !, R y4"x63/4"x7y4„ � o 5Y4 i O i TYP 2 PLCS) CADD File: 0 w 6x6 POST Drawn By: RB I I I I 63`4„ it X x6"x1'-10% Checked By: JM i (TYP 2 PLCS) M1 I I I I 6 Permit Release: co 00 6x6 POST July 22, 2016 x x N I I N I I Construction Release Set: cy i Revisions No. Date Description 2 10.21.16 Permit Comments ' - ---- ---4_2X8 BEAM Lo- ---- --- 2 TYPICAL BM TO COL CONNECTION riTYPICAL BIVI TO COL CONNECTION I I I � I 58.3 SCALE: 3/4" = 1'-0" 58.3 SCALE: 3/4" = 1'-0" ASI / RFI Revisions No. Date Description I � I 1 I 2x6 10d COMMON NAIL 6x6 PST (TYP 4 PLCS) (4 PLACES) 2x2 PURLIN 8d COMMON NAIL 2 S8.3 5 S8.3 2x2 PURLINS ® 12" OC MAX 0 201 Poole s.Poole Architecture,LLC Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not Is' be used or reproduced in whole or part in any form 141— without prior written consent of Poole&Poole Architecture,LLC. 4-2x8 2x6 i i FRAMING PLAN @ ROOF TOP DECK TRELLIS TYPICAL JOIST TO BMCONNECTION- 5 TYPICAL PURLIN TO JOIST CONNECTION 1 4 _ 58.3 SCALE: 3/4" = 1'-0" 58.3 SCALE: 1/2 = 1'-0" 58.3 SCALE: 3/4" 1 -0 H j 0 �I O L— u- 0 E 0V O � OCe � U 0 4 V E C- m Q Q C:Q I Drawing Title: Roof Top.Deck Trellis Framing Plan Sections & Details N W N S803 . LL O W Q 2 W i I I i Seal ♦ w �• N .. `Q .. r f € ItiE � X11.4 10 S8.1 MATTHEW S.CHURCH,FLORIDA PE No. 59659 CANT LVL16-2 CANT 01 LTJ — -- —I N I I � N I i I I 5 I ' 4 POOLE 6 PooR AR(HITEGRE S6 �-- - I I .1 S8,1 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 I I Telephone 804.225.0215 II L--------------------------� I { I I www.2pa.net o I ram I I CANT LVL16-2 CANT L—L Df�MO� 5 S6.1 1 0 10 O S8.1 CHURCH STRUCTURAL ENGINEERS 7905 Westside Pkwy, Ste. 200 Alpharetta, GA 30009 (770) 642 - 1 213 Project: CADD File: Drawn By: IB AMENITY FOUNDATION PLANri--� AME=NITY ROOF FRAMING PLAN checked By: CO S9.1 SCALE: 1/4" = 1'-0" 59.1 SCALE: 1/4" = 1'-0" Permit Release: July 22, 2016 Construction Release Set: Revisions No. Date Description 09/12/16 Permit Comments ASI ! RFI Revisions No. Date Description 8.19.16 Progress Set ©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. A.- 0 .Q 0 'L= E_ L- U- a) O � V U 0 ~ 4)Cr v a Drawing Title: Amenity Foundation & Roof Framing Plans LU CL 1 o • ILL. 0 W Q J W Seal 1 O,iST�'��� PROF OF I GIN { i R . f i I GENERAL ELECTRICAL NOTES ELECTRICAL LEGEND DWELLING UNIT POWER NOTES - FIRE ALARM SYSTEM LEGEND 1. ELECTRICAL INSTALLATION TO BE DONE IN ACCORDANCE WITH NFPA 72, NATIONAL ELECTRICAL 31. AT COMPLETION OF WORK UNDER THIS DIVISION, FURNISH OWNER A COMPLETE BOUND SET DUPLEX RECEPTACLE, 111" AFF, UNO SO SMOKE DETECTOR/SENSOR 072 6 I EPI. DISCONNECTS ON HVAC UNITS AND WATER HEATERS IN COMBINATION SMOKE CARBON MONOXIDE CODE, EDITION 2011, WITH THE 5TH EDITION OF THE FLORIDA BUILDING CODE. THE NEC IS OF EQUIPMENT CATALOG SHEETS, MANUFACTURER'S SPECIFICATIONS AND SERVICE, AND DWELLING UNITS MAY BE OMITTED IF LOCK OUT TYPE ADOPTED IN FLORIDA WITH NO STATE AMENDMENTS. OPERATING INSTRUCTIONS ON EQUIPMENT FURNISHED UNDER THIS DIVISION. B DUPLEX RECEPTACLE MOUNTED BELOW COUNTER BREAKERS ARE USED FOR AHU, AND OR WH CIRCUITS IN gonf4 DETECTOR SENSOR 2. ALL WORK TO BE DONE IN A NEAT AND ORDERLY MANNER. 32. IDENTIFY ALL NEW ELECTRICAL EQUIPMENT WITH LAMINATED PLASTIC NAMEPLATES, ENGRAVED PANELS. 3. CONTRACTOR SHALL OBTAIN ALL PERMITS, INSPECTIONS AND CERTIFICATES OF APPROVAL WITH 1/4- HIGH LETTERS. DUPLEX RECEPTACLE, WITH LOWER HALF SWITCHED EP2. KITCHEN COUNTER AND BATHROOM RECEPTACLES TO BE FROM ALL AUTHORITIES HAVING JURISDICTION AND SHALL PAY ALL FEES REQUIRED. 33. LABEL DISCONNECTS AND EQUIPMENT WITH EQUIPMENT DESIGNATION, THE POWER SOURCE MOUNTED ABOVE BACK SPLASH PANEL OR COUNTER. RECEPTACLES SHALL BE 44" MAX. AFF TO CENTERLINE OF PANEL INFORMATION AND POLE NUMBERS. -O SIMPLEX RECEPTACLE, 240 AFF, LINO HIGHEST RECEPTACLE. 4. ELECTRICAL CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF ELECTRICAL EQUIPMENT. DO NOT SCALE ELECTRICAL PLANS. OBTAIN ALL 34. ALL NAMEPLATES SHALL BE BLACK WITH WHITE LETTERS. NAMEPLATES SHALL BE ATTACHED EP3. RECEPTACLES IN EXCESS OF CODE MINIMUM MAY BE OMITTED I DIMENSIONS FROM THE ARCHITECT'S DIMENSIONED DRAWINGS AND FIELD MEASUREMENTS. THE TO METAL ENCLOSURES WITH TWO SCREWS. NAMEPLATES WITH ADHESIVE ARE NOT -eB SIMPLEX RECEPTACLE MOUNTED BELOW COUNTER CONTRACTOR SHALL. REVIEW ARCHITECTURAL PLANS FOR DOOR SWINGS AND BUILT-IN ACCEPTABLE. BY OBTAINING WRITTEN PERMISSION OF OWNER. SMOKE DETECTION SYSTEM NOTES EQUIPMENT; CONDITIONS INDICATED ON THOSE PLANS SHALL GOVERN FOR THIS WORK. 35. PROVIDE, MAINTAIN AND REMOVE AFTER CONSTRUCTION IS COMPLETED, TEMPORARY LIGHTING =9 GROUND FAULT INTERRUPT RECEPTACLE, 18" AFF, UNO EP4. ALL 120V, SINGLE PHASE, 15-AMP AND 20-AMP BRANCH F1. THE CONTRACTOR SHALL USE THE INFORMATION ON THESE DRAWINGS TO 5. ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF ELECTRICAL EQUIPMENT SHALL ADEQUATE FOR WORKMAN SAFETY AND TEMPORARY POWER FOR ALL TRADES INCLUDING ANY CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. DO NOT CUT ANY MATERIAL THAT THREE PHASE POWER IF REQUIRED. SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT PROVIDE THE DETAILS REQUIRED TO PROVIDE AND INSTALL A FULLY WILL WEAKEN THE STRUCTURE WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. PATCHING =91 C ABOVE COUNTER GROUND FAULT INTERRUPT RECEPTACLE INTERRUPTER FOR THE ENTIRE BRANCH CIRCUIT IN COMPLIANCE OPERABLE FIRE ALARM SYSTEM THAT MEETS THE CURRENT REQUIREMENTS SHALL BE ACCOMPLISHED TO MATCH ADJACENT SURFACES IN EVERY ASPECT. ENGAGE 36. WORK OF THIS DIVISION SHALL ALSO INCLUDE THOSE ITEMS NOT SPECIFICALLY MENTIONED OR WITH 2014 NEC, ARTICLE 210.12(A). THERE SHALL BE ONE OF NFPA 101, NEPA 72, INTERNATIONAL FIRE & BUILDING CODES WITH WP WEATHERPROOF GROUND FAULT INTERRUPT RECEPTACLE ORIGINAL INSTALLER FOR CUTTING/PATCHING OF ROOFS. DESCRIBED, BUT WHICH ARE OBVIOUSLY NECESSARY TO CONFORM TO THE DESIGN INTENT, BRANCH CIRCUIT FOR EVERY TWO BEDROOMS. AMENDMENTS AND LOCAL ORDINANCES. POOLE POOLE AR(HITE(TRE APPLICABLE CODES AND TO PRODUCE COMPLETE ELECTRICAL SYSTEMS THAT FUNCTION 6. ALL SPLICES ARE TO BE MADE IN APPROPRIATE JUNCTION BOXES. SPLICES IN AWG #10 OR PROPERLY. THESE MATERIALS SHALL BE AS SELECTED BY CONTRACTOR BUT SUBJECT TO F2. THE CONTRACTOR SHALL PROVIDE MATERIAL, LABOR AND OTHER EP5. USING MANUFACTURERS' SPECIFICATIONS VERIFY ELECTRICAL 3736 Winterfield Road Suite 102 SMALLER CONDUCTORS MAY BE MADE WITH WIRE NUT TYPE CONNECTORS. SPLICES IN APPROVAL OF ENGINEER. [�] REQUIREMENTS TO CONNECT TO ALL FLOW AND TAMPER SWITCHES AND I CEILING MOUNTED DUPLEX RECEPTACLE CONNECTION TYPES REQUIRED FOR HOOD AND MICROWAVE ANY OTHER INTERFACES WITH THE SPRINKLER REQUIRED BY CODE IN HIS Midlothian, Virginia 23113 1. CONDUCTORS LARGER THAN AWG #10 MUST BE MADE WITH COMPRESSION CONNECTORS. BEFORE PURCHASE AND INSTALLATION OF DEVICES. 37. GUARANTEE WORK TO BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FORA BASE BID. DEVICES SHALL BE CONNECTED TO BUILDING ELECTRIC GONG Telephone ! 7. BOXES FOR RECEPTACLES, PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. REPAIR AND 208-240V SIMPLEX RECEPTACLE. VERIFY NEMA SPECIFIC pone 804.225.0215 SWITCHES & LIGHTING ARE TO BE FIRMLY ATTACHED SET TRUE � PLUG W/ EQUIPMENT P RCHASED EP6. VERIFY LOCATIONS OF EXHAUST FANS IN UNIT TOILETS {NOT INDICATED ON DRAWINGS). COORDINATE CONNECTIONS W/ FIRE v�✓ww.2pa.net AND PLUMB. QUAD RECEPTACLES OR 2-GANG SWITCHES SHALL BE INSTALLED UNDER ONE REPLACE DEFECTIVE WORK AND OTHER WORK DAMAGED THEREBY THAT BECOMES DEFECTIVE PROTECTION INSTALLER. COVER PLATE. DURING TERM OF GUARANTEE WARRANTY. FURNISH OWNER WITH THREE WRITTEN COPIES OF EXTERIOR CONDENSING UNITS, BUILDING WATER HEATERS AND AA-0003522 GUARANTEE WARRANTY. /3/ EXHAUST FAN, COORDINATE W/ MECHANICAL DRAWINGS SPRINKLER RISERS WITH HVAC INSTALLER AND MECHANICAL F3. CONTRACTOR TO COORDINATE REQUIREMENTS FOR ALL INTERFACES DRAWINGS. Project: 8. LOCAL SWITCHES SHALL BE LOCATED ON THE STRIKE SIDE OF DOORS KEEPING REQUIRED BETWEEN THE FIRE SUPPRESSION AND THE FIRE ALARM APPROXIMATELY 3 INCHES AWAY FROM THE DOOR TRIM WHEN POSSIBLE. SWITCH HANDLES 38. PANELBOARDS SHALL HAVE COPPER OR ALUMINUM BUSSES W/ A FULL NEUTRAL BUS, 60/50/3/1 EQUIPMENT DISCONNECT, FUSED OR NON-FUSED SYSTEMS AT THE FIRE SUPPRESSION SYSTEM RISER. ELECTRICAL SHALL BE SET TO OPERATE VERTICALLY SO THAT THE UP POSITION IS ON. ISOLATED GROUND BAR, PLUG-IN BRANCH CIRCUIT BREAKERS AND BOLT-ON MAIN BREAKERS. H__1 (FRAME SIZE/FUSE OR REAKER/PHASE/NEMA RATING) EP7. INSTALL A NEMA 14-50R RECEPTACLE AND CIRCUIT OF 3#6 & CONTRACTOR SHALL PROVIDE AND INSTALL RELAYS AND ASSOCIATED CADD File: I 1#10G FOR RANGE. INSTALL A NEMA 14-30R RECEPTACLE AND WIRING BETWEEN THE FIRE SUPPRESSION SYSTEM RISER AND THE FIRE 9. ALL MATERIAL, FIXTURES AND EQUIPMENT TO BE NEW AND UL LISTED FOR THE PURPOSE FOR 39. PROVIDE "FLASH HAZARD" LABELS FOR ALL PANELBOARDS IN ACCORDANCE WITH NEC � TWO-GANG WALL MOUNT-.D JUNCTION BOX, 18" AFF W/ CIRCUIT OF 3#10 & 1#10G FOR DRYER. VERIFY REQUIREMENTS ALARM SYSTEM DEVICES. Drawn By: WHICH IT IS USED. REQUIREMENTS. BLANK COVER PLATE WITH EQUIPMENT PURCHASED. 'Checked B F4. BEFORE SUBMITTING BIDS, THE CONTRACTOR SHALL THOROUGHLY REVIEW y• 10. ALL CONDUCTORS DIRECTLY CONNECTED TO DEVICES TO BE THHN COPPER EXCEPT 40. WHERE A SINGLE HOMERUN IS SHOWN THE CIRCUIT SHALL BE INSTALLED IN A DEDICATED O TWO-GANG CEILING MOU4TED JUNCTION BOX W/ BLANK THE ELECTRICAL, MECHANICAL, AND DRAWINGS FROM ANY OTHER UNDERGROUND, IF ANY, TO BE XHHW COPPER. CONDUIT, EPB. ALL DWELLING UNITS NON-LOCKING-TYPE 125V, RE AMP AND DISCIPLINE THAT COULD HAVE AN EFFECT ON THE FIRE ALARM DESIGN OR Permit Release Set: SHO DO NOT COMBINE WITH OTHER CIRCUITS. WHERE A CIRCUIT HOMERUN IS NOT COVER PLATE 20-AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT 11. SERVICE CONDUCTORS AND FEEDER CONDUCTORS BETWEEN THE METER, SERVICE ENTRANCE THEWNEC. E CONTRACTOR SHALL COMBINE CIRCUITS AS FOLLOWS AND IN ACCORDANCE WITH u COMBINATION DATA/TELEPHONE ROUGH-IN, 18" AFF, TYPE RECEPTACLES IN COMPLIANCE WITH 2011 NEC, ARTICLE INSTALLATION. July 22, 2016 PANEL AND INDIVIDUAL PANELS SHALL BE ALUMINUM CONDUCTORS. A. A MAXIMUM OF THREE 20A, 1-POLE CIRCUITS MAY BE COMBINED IN A COMMON I� WITH 1 EMT CONDUIT 406.12(A). F5. ALL SYSTEM SMOKE DETECTORS ARE TO BE POSITIONED A MINIMUM OF 3 Construction Release Set: HOMERUN SHARING A COMMON NEUTRAL OR WITH SEPARATE NEUTRALS, FOR A TOTAL OF " FEET AWAY FROM ADJACENT HVAC SYSTEM SUPPLY AND RETURN AIR 12. ALL GROUND WIRE GREATER-THAN #2 AWG TO BE STRANDED. GROUND WIRE LESS-THAN #2 SIX CURRENT CARRYING CONDUCTORS. ALL BRANCH CIRCUITS LARGER THAN 20A SHALL O ROUGH-IN 1 C. FOR 1V DEVICE. COORDINATE W/ EP9. CONTRACTOR SHALL FURNISH HEAVY DUTY JUNCTION BOX AWG SHALL BE SOLID. BE SEPARATELY HOMERUN TO PANEL ARCHITECTURAL FLOORP S, MOUNT 84" AFF, LINO. SUPPORTED FROM STRUCTURE FOR CEILING FAN INSTALLATION. DIFFUSERS. B. EACH MULTI-WIRE BRANCH CIRCUIT SHARING A COMMON NEUTRAL SHALL BE PROVIDED F6. CLEARLY MARKED EQUIPMENT DATA SHEETS AND SHOP DRAWINGS SHALL !Revisions 13. ALL ABOVE GROUND EXPOSED CONDUCTORS TO BE IN EMT. WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL GROUNDED CONDUCTORS AT RECESSED MOUNTED UNIT LOAD CENTER EP10. KITCHEN COUNTER & BATHROOM RECEPTACLES TO BE BE SUBMITTED FOR REVIEW WELL IN ADVANCE OF START OF INSTALLATION THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. MOUNTED ABOVE BACK SPLASH PANEL OR COUNTER. OF THE SYSTEM. No. Date Description 14. ALL ABOVE GROUND NOT EXPOSED CONDUCTOR TO BE ROMEX UNLESS OTHERWISE SPECIFIED " 8 UTILITY METER, BY OTHERS RECEPTACLES SHALL BE 44" MAX AFF TO CENTERLINE OF ON DRAWINGS. 41. PROVIDE 1 C. FROM TELECOMMUNICATION OUTLETS AND STUB-OUT NEAR BUILDING HIGHEST RECEPTACLE. ELECTRICAL SERVICE. COORDINATE LOCATION W/ LOCAL TELEPHONE SERVICE PROVIDER. 15. ALL FLEX SHALL BE LIQUID TIGHT FLEXIBLE METAL. ELECTRICAL CIRCUIT EP11. RECEPTALCES IN EXCESS OF CODE MINIMUM MAY BE OMITTED 42. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF AVAILABLE FAULT _ - BY OBTAINING WRITTEN PERMISSION OF OWNER. 16. UNDERGROUND CONDUCTOR, IF ANY, TO BE IN SCH 40 PVC CONDUIT. CURRENT WITH POWER UTILITY PRIOR TO ORDERING ELECTRICAL EQUIPMENT. ! 17. PROVIDE A HEAVY-DUTY PULL WIRE OR FISH TAPE IN ALL EMPTY CONDUITS. PROVIDE A 43. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE-RESISTIVE WALL, FLOOR OR SWITCHED ELECTRICAL CI RcurT, SWITCH LEG EP12. VERIFY LOCATIONS OF CEILING MOUNTED EXHAUST FANS INUNIT TOILETS, EXTERIOR CONDENSING UNITS, WATER HEATERS BLANK COVER PLATE OVER ALL UNUSED BOXES INCLUDING DATA/COMM BOXES. PARTITION FOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL., TELEPHONE, & SPRINKLER RISERS WITH HVAC & FIRE PROTECTION TELEVISION OR LOCAL COMMUNICATION AND/OR SIGNALING CIRCUITS, THE OPENING AROUND BRANCH CIRCUIT BACK TO PANELBOARD INSTALLER AND DRAWINGS. 18. ALL OUTDOOR DISCONNECTS AND ENCLOSED CIRCUIT BREAKERS & METER CENTERS TO BE IN THE RACEWAY SHALL BE FIRE STOPPED PER THE STATE FIRE CODE. COORDINATION WITH THE NEMA TYPE 3R ENCLOSURES. GENERAL CONTRACTOR SHALL BE MAINTAINED TO ENSURE THAT THIS FIRE STOPPING IS SINGLE POLE TOGGLES ITCH ACCOMPLISHED. USE APPROVED ASSEMBLIES SUCH AS THE FOLLOWING. 19. ALL INDOOR DISCONNECTS AND PANELS TO BE NEMA TYPE 1. • CONDUIT PENETRATIONS OF 1,2,3 & 4 HOUR GYP BOARD WALL - U.L. #WL1001 20. CONTRACTOR TO PROVIDE A COMPLETE SCHEDULE FOR ALL PANELS. SCHEDULES ARE TO BE • CONDUIT PENETRATIONS OF 2,3 & 4 HOUR CONCRETE OR BLOCK WALLS - U. #CAJ1001 $3 THREE-WAY TOGGLE sw CH LIGHTING FIXTURE SCHEDULE COMPLETELY FILLED OUT AND ARE TO BE NEATLY PRINTED OR TYPEWRITTEN. • CONDUIT PENETRATIONS OF 1,2,3 & 4 HOUR CONCRETE FLOORS - U.L #CAJ1001 • CONDUIT PENETRATIONS OF 1 HOUR GYP BOARD CEILING ASSEMBLY - L526 • MULTI. CONDUIT PENETRATIONS OF 2, 3, & 4 HOUR CONCRETE OR BLOCK WALL OR AFF ABOVE FINISHED FLOOR TAG SYMBOL DESCRIPTION LOCATION PART NUMBER WATTAGE/LAMP 21. PANELS, DISCONNECTS, CIRCUIT BREAKERS AND OTHER ELECTRICAL EQUIPMENT TO BE SIEMENS, FLOORS - U.L #CAJ1042. SQUARE-D OR EATON STANDARD-DUTY TYPE. 22. NOT MORE THAN 5 DUPLEX 120V RECEPTACLES TO BE PLACED ON A 20A CIRCUIT. 44. 11N AFG ABOVE FINISHED GRADE N REQUIRED FIRE RATED WALLS AND PARTITIONS, OPENINGS FOR INSTALLATION OF BOXES SURFACE MOUNTED THAT ARE GREATER THAN 16 SQUARE INCHES SHALL BE PROTECTED AS REQUIRED BY U. C 4' FLUORESCENT WRAPAROUND GARAGE/AMENITIES TO BE SELECTED BY OWNER TBD 23. NOT MORE THAN 1600 WATTS OF 120V LIGHTING TO BE PLACED ON A 20A CIRCUIT. COORDINATE CLOSELY WITH THE GENERAL CONTRACTOR TO ENSURE THAT THE INTEGRITY OF AL ALUMINUM THE U.L. IS MAINTAINED. OUTSIDE BUILDING 24. CONTRACTOR TO SUPPLY AND INSTALL LAMPS IN ALL LIGHTING FIXTURES. ALL LAMP COLOR D �- WALL PACK OVER GARAGE DOOR TO BE SELECTED BY OWNER TBD 45. OUTLET' BOXES FOR DEVICES MOUNTED ON OPPOSITE SIDES OF FIRE RATED PARTITIONS TEMPERATURES (KELVIN) SHALL BE THE SAME FOR EACH CORRESPONDING FIXTURE TYPE SHALL NOT BE MOUNTED IN THE SAME WALL CAVITY. SEPARATE WALL PARTITIONS BY CU COPPER INSTALLED' MOUNTING ON OPPOSITE SIDES OF WALL STUDS OR OTHER VERTICAL STRUCTURAL MEMBERS IN THE WALLE 4' SIDE WALL LIGHTS (WEATHERPROOF) PATIO TO BE SELECTED BY OWNER TBD 25. THE CONTRACTOR SHALL COORDINATE TYPE AND SIZE CONDUCTORS, BREAKERS AND DISCONNECTS TBD TO BE DETERMINED ©2016 Poole&Poole Architecture,LLC REQUIRED FOR HVAC AND W/H EQUIPMENT WITH MECHANICAL AND PLUMBING CONTRACTOR BEFOREDrawings and specifications are and shall remain the ORDERING. 46. SUBMITTAL OF EQUIPMENT DATA SHEETS IN ELECTRONIC PDF FORMAT IS REQUIRED FOR ALL property of Poole&Poole Architecture,LLC and shall not SWITCHGEAR, PANELBOARDS, LOAD CENTERS, DISCONNECTS, UGH7ING FIXTURES, LIGHTING LINO UNLESS NOTED OTHERWISE F O DAMP LOCATION SURFACE MOUNTED LIGHT TOILET TO BE SELECTED BY OWNER TBD be used or reproduced in whole or part in any form CONTROLS AND FIRE ALARM SYSTEMS. without prior written consent of Poole&Poole 26. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRIC SERVICE WITH UTILITY COMPANY. Architecture,LLC. 27. CONTRACTOR TO SUPPLY ALL MATERIAL, EQUIPMENT, TOOLS, TRANSPORTATION AND SUPERVISION TO 47• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A NARRATIVE SUPPORTING HIS W/ WITH G o 24" LENSED FIXTURE STORAGE/UTILITY PROGRESS LIGHTING TBD 'To the best of the architects or PROVIDE A COMPLETE AND SATISFACTORILY OPERATING ELECTRIC SYSTEM. LAM THAT ANY PROPOSED EQUIPMENT SUBSTITUTION NOT SPECIFICALLY ALLOWED ON SLIM LINE WRAP #P7137-30STR engineers knowledge,the plans and PROJECT DRAWINGS AS SUBSTITUTIONS IS EQUIVALENT TO THE EQUIPMENT SPECIFIED ON j PROJECT DRAWINGS. specifications comply with the 28. PRODUCTS USED IN THIS WORK SHALL BE PRODUCED BY MANUFACTURERS REGULARLY ENGAGED H - PENDANT MOUNTED FIXTURE KITCHEN ISLAND TO BE SELECTED BY OWNER TBD applicable minimum building codes IN MANUFACTURE OF SIMILAR ITEMS AND WITH MINIMUM OF FIVE YEARS HISTORY OF SUCCESSFUL 48, SUBMITTALS SHALL BE CLEARLY MARKED TO COORDINATE WITH THE CONSTRUCTION and the applicable fire-safety PRODUCTION. DOCUMENTS. standards as determined by the local 29. EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS, DRAWINGS AND RECOMMENDATIONS 49. SUBMITTAL OF ANY SHOP DRAWING THAT IS TO BE UTILIZED IN THE INSTALLATION PROCESS K1 LWA ABOVE MIRROR WALL LIGHT BATH VANITY TO BE SELECTED BY OWNER TBD authority in accordance with 2014 SHALL BE CONSIDERED A PART OF THESE SPECIFICATIONS AND BE FULLY COMPLIED WITH. IF IS ALSO REQUIRED. FBC and Chapter 633 statutes. THERE IS A CONFLICT WITH MANUFACTURER'S INSTRUCTIONS AND THESE SPECIFICATIONS & DRAWINGS, THE CONTRACTOR SHALL NOTIFY ENGINEER OF THE CONFLICT AND REQUEST 50. ALL SUBMITTALS SHALL BE DELIVERED TO THE ARCHITECT OF RECORD IN THE ELECTRONIC J WALL SCONCE STAIRS TO BE SELECTED BY OWNER TBD CLARIFICATION FROM THE ENGINEER OR ARCHITECT. PDF FORMAT FOR REVIEW AND FURTHER ACTION. 30. ENTIRE INSTALLATION SHALL BE FREE FROM IMPROPER GROUNDS AND SHORT AND OPEN CIRCUITS. L �}} OUTSIDE WALL SCONCE (WEATHERPROOF) ENTRY, 96"AFF TO BE SELECTED BY OWNER TBD TEST CONDUCTORS AS REQUIRED BEFORE ENERGIZING CIRCUIT. CONTRACTOR TO CONDUCT TESTS AS REQUIRED TO INSURE THAT ENTIRE SYSTEM IS IN PROPER OPERATING CONDITION, VERIFY THAT CIRCUIT BREAKERS, FUSES, CONTROL EQUIPMENT AND APPARATUS HAVE BEEN SIZED AND UNIT ENTRY/ INSTALLED CORRECTLY, AND CORRECT DEFECTS DISCOVERED DURING TESTS. TO TERMINATION M RECESSED CAN LIGHT LIVING ROOM/ TO BE SELECTED BY OWNER TBD CABINET DINING ROOM SEE RISER DIAGRAM ON SHEET E1.1 FOR PENDANT LIGHT, STEM MOUNT 7.5' AFF McGRAW-EDISON CONDUCTOR SIZE P AMENITIES 58W LED BOND TO METAL TO BOTTOM OF FIXTURE #TT-B3-LED-El-CQ WATER PIPING BOND TO S Q SURFACE BOWL FIXTURE STORAGE TO BE SELECTED BY OWNER TBD BUILDING STEEL Vf 10' IYP. W 6" CEILING FIXTURE (SEE NOTE LF1.) PATIO TO BE SELECTED BY OWNER TBD DETAILE1 > GROUND ELECTRODE Z CEILING FAN WITH PULL CORD & LIGHT KIT UNIT BEDROOM TO BE SELECTED BY OWNER TBD O •E •L S 0 V_ 10' CU GROUND ROD TYP. GROUNDING NOTESE u- E .C - 1. ALL CONNECTIO 0 U S TO BE MADE WITH .- APPROPRIATE B RNDY HYGROUND COMPRESSION CEILING FAN WIl1-T PULL CORD OR CADWELDEX THERMIC WELDED CONNECTIONS. ZA` MOUNTED AT 7.5' AFF TO BOTTOM OF FIXTURE AMENITIES MINKA-AIRF N/A 2. A COMPLETE GR UNDING SYSTEM SHALL BE #F753-BNW O PROVIDED AND I STALLED IN ACCORDANCE WITH ARTICLE 250 OF THE NEC. LIGHTING FIXTURE NOTE: +_ LF1. PROVIDE DAMP LISTED FIXTURES IN GARAGE & PATIO AREA. .� C_ LF2. LOCATION OF LIGHTING FIXTURES TYPE H ARE REPRESENTATIONAL. FIXTURES SHALL BE MOUNTED CENTER OF KITCHEN ISLAND. :�� pLp 0 LF3. VERIFY LIGHTING FIXTURE LOCATIONS AND MOUNTING HEIGHTS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS. 4.- LF4. LIGHTING FIXTURES WITH MEDIUM (E26) BULB BASE. PROVIDE LED TYPE LAMPS FOR EACH LIGHTING FIXTURE. LAMPS TOTAL SHALL NOT Q EXCEED WATTAGE RECOMMENDATIONS PER FIXTURE SPECIFICATIONS. Q I � I i I i i i i I I A �* Drawing Title: General Electrical Notes, Legends & Details D t i Is [ISSUE. FOR CONSTRUCTION 07/21/16 I W IIz Cie tamRWP ENGINEERING REVISIONS: REVISIONS: TMe a"x"011°F"""IS E ILL 0 ENOWEERM0.W.DROM AND SUPPM FOR USE ONLY FOR WOW RWP EngineerinAMOCO 81f RW DWOMMk W_ , Inc. �.• �. �r ��1 E E f CHECKED BY: JLR A. 03/18/16 ISSUE FOR PRICING THE FVRO XIM sNALt Nor K Consulting EngineersDSCLDSED,USED WH=Y OR w war 61 Industrial / Commercial / Utilities is t � DRAWN BY' SHC/IDM B. 06/30/16 PRELIMINARY CONNWWNM�CONSEW�VMP31 West Congress St. Suite 305 Savannah, GA 31401 'iM 1*e�=��� + Q ,W_ ph. (912) 231-9212 fx. (912) 231-9220 + UJ THE or oMWC MW NBE urn MRCONSTRUCTM LAST REVISED BY: SHC/IDM 0. 07/21/16 ISSUE FOR CONSTRUCTION p+UFAM R1IYp DWG. N0. -- 16PP02-E01.dw ��� W ImmmOm sr np we 9 I i i I Seal �O UNIT AND BUILDING LOAD CALCULATIONS � I j UNIT AND BUILDING LOAD CALCULATIONS BUILDING LOAD CALCULATIONS BUILDINGS 1, 2 & 3 i iso. U'?6 BUILDIN BUILDING 6 S 4& 5 PROFES N SERVICE VOLTAGE&PHASE 240 1 240 1 SERVICE VOLTAGE PHASE 240 1 ��ir. e� VOLT Phase SERVICE VOLTAGE&PHASE `�{'� UNIT TOTAL VOLT Phase VOLT Phase %4 NUMBER UNIT TOTAL � ' UNIT TYPE DESIGN BUILDING UNIT TOTAL NUMBER OF UNITS NUMBER UNIT TYPE DESIGN BUILDING LOAD LOAD UNIT TYPE DESIGN BUILDING OF UNITS 07/21/16 j F UNITS LOAD LOAD Two Bewdroom B1 0 33950 0 LOAD LOAD Two bedroom B2+B2 Alt 3 33898 101694 Two Bewdroom B1 1 1 1 33950 33950 Two Bewdroom B1 0 33950 0 Two bedroom 132+132 Alt 0 33898 0 Two bedroom B3 2 34051 68102 Two bedroom 132+132 Alt 0 33898 0 Three Bedroom C9+C7 Alt 0 36080 0 Two bedroom B3 0 34051 0 Two bedroom B3 2 34051 68102 Three Bedroom C1+C1 Alt 2 36080 72160 Three Bedroom C1+C1 Alt 0 36080 0 Amenities 1 14400 14400 I I ' I I I Total 5 169,796 Total 3 106,110 Total 3 82,502 NEC Table 220.84 Multiplier% 45% NEC Table 220.84 Multiplier% 45% NEC Multiplier% 100% POOLE POOLE ARCHITECTURE Calculated NEC 220.84 Load VA 76,400 Calculated NEC 220.84 Load VA 47,700 Calculated NEC 220.84 Load VA 82,500 House Load VA 0 House Load VA 0 House Load VA 0 3736 Winterfield Road, Suite 102 Total Building Load VA 76,400 Total Building Load VA 47,700 Total Building Load VA 82,500 i Midlothian, Virginia 23113 Total Building Load Amps 316 Total Building Load Amps 199 Total Building Load Amps 342 Telephone 804.225.0215 Tap Box Size Amps 400 www.2a.net P Tap Box Size Amps 250 Tap Box Size Amps 400 I AA-0003522 Project: � CADD File: i j Drawn By: Checked By: - — _ Permit Release Set: Aquatics July 22 2016A Aquatics Aquatic Aquatics - DESIGN LOAD CALCULATIONS DESIGN LOAD CALCULATIONS _ Construction Release Set: DESIGN LOAD CALCULATIONS DESIGN LOAD CALCULATIONS UNIT TYPE Two Bedroom B1 UNIT TYPE Two Bedroom B2&B2 Alt UNIT TYPE Two bedroom B3 UNIT TYPE Three Bedroom C1 VOLTAGE 240 - VOLTAGE 240 VOLTAGE 240 VOLTAGE 240 Revisions Load Type LOAD(VA) NO. Date Description Load Type LOAD{VA) Load Type LOAD(VA) Load Type LOAD(VA) LIGHT/RECEPT 4200 LIGHT/RECEPT 4248 LIGHT/RECEPT 4401 LIGHT/RECEPT 5000 ! KIT/LAUND CKTS 4500 KIT/LAUND CKT 4500 KIT/LAUND CKTS 4500 KIT/LAUND CKTS 4500 DISHWASHER 1000 DISHWASHER 1000 DISHWASHER 1000 DISHWASHER 1000 DISPOSER 900 DISPOSER 800 DISPOSER 800 - DISPOSER 800 PANEL SCHEDULE NOTES: RANGE 8000 RANGE 8000 RANGE 8000 RANGE 8000 PS1. REFER TO SHEET E2.0, E2.1 & E2.2 FOR LOCATION OF DRYER 5000 DRYER 5000 DRYER 5000 [ DRYER 5000 LOAD CENTER PANELS IN EACH RESIDENTIAL UNIT. WATER HEATER 4500 WATER HEATER 4500 WATER HEATER 4500 WATER HEATER 4500 TOTAL LOAD 28100 TOTAL LOAD 28048 TOTAL LOAD 28201 TOTAL LOAD 28806 PS2. VERIFY SUFFICIENT WALL DEPTH TO RECESS ALL LOAD CENTERS. 1st 10 KW @ 100% 10000 1st 10 KW @ 100% 10000 1st 10 KW @ 100% 10000 1st 10 KW @ 100% 10000 REMAINDER @ 40°!0 7240 REMAINDER @ 40%' 7219 REMAINDER @ 40°! 7280 REMAINDER @ 40% 7520 HVAC(Winter) @ 65% 5850 HVAC inter 65% 5850 HVAC inter 65% 5850 HVAC inter 65%i 7280 NEC 220.82 LOAD (VA) 23090 NEC 220.82 LOAD (VA) 23069 NEC 220,82 LOAD((VA) 23130 NEC 220.82 LOAD-VA 24800 NEC 220.84 LOAD(VA) 33950 NEC 220,84 LOAD(VA) 33898 NEC 220,84 LOAD(VA) 34051 NEC 220.84 LOAD-VA 36080 TOTAL DESIGN LOAD(A) 96 TOTAL DESIGN LOAD(A) 96 TOTAL DESIGN LOAD(A) 96 TOTAL DESIGN LOAD(A) 103 Panel Size (A) 125 Panel Size (A) 125 Panel Size (A) 125 Panel Size (A) 125 ©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 125A RESIDENTIAL PANEL TYPICAL FOR APTS 2 BEDROOM B1, B2 & B3 125A REST ENTIAL PANEL TYPICAL OR APTS 3 BEDROOM C1 engineers knowledge,the plans and 125 AMP MLO 120 240 VOLT 1 PHASE 3 WIRE FLUSH NEMA 1 10,000 AIC 125 AMP MLO 120 40 VOLT 1 PHASE 3 WI FLUSH NEMA 1 10,000 AIC specifications comply with the applicable minimum building codes VA/ LEG WIRE TRIP CKT CKT TRIP WIRE VA/ LEG VA/ LEG WIRE TRIP CKT CKT TRIP WIRE VA/ LEG and the applicable fire-safety TYPE # VA A B AWG AMPS POLE NO A B NO POLE AMPS AWG A B TYPE # VA TYPE # VA A B AWG# AMPS POLE NO A B NO OLE AMPS AWG# A B TYPE # VA standards as determined by the local authority in accordance with 2014 AHU-1/2/3 1 @ 4500 4500 : rte: 6 50* 2 1 X 2 1 20 12 450 BATH LTG/REC 1 450 AHU-4 1 5600 5600 -x„ 6 60* 2 1 X 5" 2 1 20 12 450 µr BATH LTG/REC 1 @ @ @ 450 FBC and Chapter 633 statutes. > ft 1 @ 4500 .,,<,,-0; 4500 6 3 r X 4 1 20 12 ��y�<�,� 1000 UD FAN& LTG 9 @ 1000 1 @ 5600 r��::��� 00 6 3 �Y�X 4 1 20 12 ���,��� � 10� UD FAN& LTG 1 @ 1000 "'All HP-1/2/3 1 @ 3120 3120 ° 8 35* 2 5 X 6 1 20 12 720 KIT REC 4 @ 180 CU-4 1 @ 3500 3500 ' x 6 60* 2 5 X 6 1 20 12 720 9'x' KIT REC 4 @ 180 60A PANEL A FOR AMENITIES BUILDING 1 3120 . 3120 8 ---- ---- 7 -N X 8 1 20 12 @ --- 1 @ 3500 n j 500 fi 7 sv� X 8 1 20 12 <; ---- @ r 1000 DISHWASHER 1 1000 - ---- ---- 3 1000 DISHWASHER 1 @ 1000 60 AMP MB 120 240 VOLT 1 PHASE 3 WIRE SURFACED NEMA 3R 10,000 AIC Y. WASHER 1 @ 1500 1500 r 12 20 1 9 X 10 1 20 12 900 ;% BED LTG/REC 5 @ 180 WASHER 1 @ 1500 1500f 12 20 1 9 X 10 1 20 12 900 s` tfk BED LTG/REC 5 @ 180 VA/ LEG WIRE TRIP CKT CKT TRIP WIRE VA/ LEG DRYER 1 @ 2500 «:W 2500 10 30* 2 11 X 12 1 15 12 s s 450 DISPOSAL 1 @ 450 DRYER 1 @ 2500 500 10 30* 2 11 :X 12 1 15 12 `Z11 �;r.:. 450 DISPOSAL 1 @ 450 TYPE # VA A B AWG# AMPS POLE NO A B NO POLE AMPS AWG# A B TYPE # VA ---- 1 @ 2500 2500 {� E 10 ---- ---- 13 Xq 14 1 20 12 1500 3:rj ,3.: WASHER 1 1500 ---- 1 ' @ @ 2500 2500 � w���; 10 ---- ---- 13 X P�: 14 1 20 12 1500 � ��� WASHER 1 @ 1500 I WHA 1 @ 2200 n2200 10 25 2 15 :r. X 16 1 20 12 „ 450 BATH LTG/REC 1 @ 450 WHA 1 @ 2200 .,,,ynx « 00 10 25 2 15 X 16 1 20 12x 450 BATH LTG/REC 1 @ 450 ELECTRIC GATE 1 800 800 „u µ; 12 20 1 1 X >y 2 1 20 REC EPTS 3 @ 180 ttx --- 1 @ 2200 2200 ��,,�;� �,; 10 --- --- 17 X ,,- 18 1 20 12 900 y 3-'k �"�. @ @ 10 --- 17 X �� 18 1 20 12 900 � ; BED LTG/REC 5 180 SIGNAGE 1 � . 300 LIGHTING/FAN 1 300 BED LTG/REC S 180 --- 1 2200 2200 �� �� --- @ @ 1500 x,.;.,z.yz, 1500 12 20 1 3 X 4 1 20 12 �:.s . � , � GARAGE DOOR 1 @ 1600 y����� "�. 1600 12 20 1 19 ��� X 20 1 20 12 ;Y y�, �s�.ry 500 GENERAL LTG 1 @ 500 GARAGE DOOR 1 @ 1600 ..y'�3;; ,�� 1 00 12 20 1 19 :r,� X 20 1 20 12 ��:F � �;; 900 BED LTG/REC 5 @ 180 0 �>>� 5 X �., 6 1 20 12 500 �xr n,� n STOR./ELEC. RM 2 250 ��y ;.f!.,." 'hi... y-.,.��R.J u'.i..r ..- z :�...�:.: .., >'9,�,. .�. f%l.;"tol F`'E GARAGE REC 4 180 720 <x t 12 20 1 21 22 1 20 12 900 :3 GENERAL REC 5 @ 180 GARAGE REC 4 @ 180 720 12 20 1 21 X 22 1 20 12 500 d y @ j f Y =z� � 0 y: ., ,>. GENERAL LTG 1 500y 0 7 X 8 .: y: CU REC 1 @ 180 _ 180 12 20 1 23 f X 24 1 20 12 ffk> 500 GARAGE EF-2 1 @ 500 CU REC 1 @ 180 Fy 80 12 20 1 23 X 24 1 20 12 s 900 GENERAL REC 5 @ 180 0 9 X 10 0 �,.. ..xx.; ,....x ,< : max:= REFRIG 1 @ 1500 1500r`�x 12 20 1 25 X 26 1 20 500 X„.'' y„r SPARE 1 @ 500 REFRIG 1 @ 1500 1500 v1�� 12 20 1 25 X � 26 1 20 12 500 m<,...£g� � :b GARAGE EF-2 1 @ 500 D 11 x?� X 12 �r�����; 0 RANGE 1 4000 h * 00 6 50* 2 27 @ � 4000 6 50 2 27 ., X 28 1 20 �,_;. 500 SPARE 1 @ 500 RANGE 1 @ 4000 F �� ; ; X 28 1 20 ,; 500 SPARE 1 @ 500 0 � u�y:: 13 X y x 14 0 --- 1 @ 4000 4000 f= 6 --- --- 29 X 4 30 1 20 500 �` 'r SPARE 'I cLD 500 --- 1 @ 4000 4000 y r .„ 6 --- --- 29 X 2 30 1 20 500 y r SPARE 1 @ 500 :y. r.,. 0 15 W;; X 16 u 'V MICROWAVE 1 1200 ; 1200 12 20 1 31 `X 32 1 20 500 SPARE 1 500 MICROWAVE 1 1200 sr x 1 00 12 20 1 31 X 32 1 20 �; 500 SPARE 1 500 0 fi 17 X :- 18 0 5,s � TOTAL A 20040 ; TOTAL A 26410 6370 TOTAL A 21520 ,5 f'.;. TOTAL A 27490 5970 ''`3 si TOTAL A 800 „ TOTAL A 1840 1040 TOTAL B 19300 TOTAL B 24200 4900 TOTAL B :{ 4 2p7801 TOTAL B 26480 5700 TOTAL B 1500 TOTAL B 1800 300 „ r.,s ,: r. TOTAL PANEL 50610 VA 211 AMPS, TOTAL CONNECTED LOAD TOTAL PANEL 53970 V 225 AMPS TOTAL CONNECTED LOAD TOTAL PANEL 3640 VA 15 AMPS TOTAL CONNECTED LOAD E >1 �_- — ! ' ' 0I * HACR BREAKER * HACR BREAKER 1. UNLESS NOTED OTHERWISE, ALL CIRCUITS TO HAVE A FULL SIZED NEUTRAL. � �- � LL- PROTECTED L � ALL BRANCH CIRCUITS WHICH SUPPLY 120V, SINGLE-PHASE 15-AND 20-1 OUTLETS IN DWELLING UNIT AREAS DEFINED BY NEC BE ALL BRANCH CIRCUITS WHICH SUPPLY 20V, SINGLE-PHASE 15-AND 20-A OUTLETS IN DWELLING UNIT AREAS DEFINED BY NEC BE 0 PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT210.12 B PROTECTED BY AN ARC-FAULT -� (NEC( ( )) A LT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT(NEC 210,12 (B)) E � p •�., U 0 a� .0 0 2 Q. F— Q Q 2 2 400A 3 3 4 j 1 P, 240V 400A 3 3 3 3 3 250A 3 3 3 TERMINATION 2 BIR B3 2 BIR B3 AMENITIES a 1 P, 240V 1 P, 240V CABINET 7 ! TERMINATION 2 BIR B3 2 BIR B2 2 BIR B2 2 BIR B2 2 BIR B3 TERMINATION 000PROVIDE GI'G'I AND ARC CABINET 5 CABINET 2 B/R B1 3 BIR C1 3 B/R C1 FAULT PROTECTION�S I � 5 0 0 0 0 0 0 0 0 REWIRED BY CODE j TO BUILDING 3 3 4 1 GROUND TO BUILDING 3 3 3 3 3 TO BUILDING 3 3 3 ELECTRODE SEE 125A, 125A, 60A, j 1 GROUND 1 GROUND DETAIL E1 NEMA 3R NEMA 3R NEMA 3R ELECTRODE SEE 125A, 125A, 125A, 125A, 125A, ELECTRODE SEE 125A, 125A, 125A, 1 P HAS E, 1 P HAS E, 1 P HAS E, DETAIL E1 NEMA 3R NEMA 3R NEMA 3R NEMA 3R NEMA 3R DETAIL E1 NV NEMA 3R NEMA 3R NEMA 3R TO UTILITY PM XFM ENCLOSED ENCLOSED ENCLOSED 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE, 1 PHASE, � ' ' 1 PHASE, CIRCUIT CIRCUIT CIRCUIT �! TO UTILITY PM XFM ENCLOSED ENCLOSED ENCLOSED ENCLOSED ENCLOSED TO UTILITY PM XFM ENCLOSED ENCLOSED ENCLOSED BREAKER BREAKER BREAKER CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT BREAKER BREAKER BREAKER BREAKER BREAKER j BREAKER BREAKER BREAKER 5 5 6 4 4 4 4 4 4 4 4 TO UNIT TO UNIT TO TO UNIT TO UNIT TO UNIT TO UNIT TO UNIT TO UNIT TO UNIT TO UNIT PANEL PANEL AMENITIES PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL NOTES BDLG. NOTES NOTES 1. 2 SETS OF [3-250KCM AL IN 2” PVC CONDUIT] PANEL 1. 2 SETS OF [3-260KCM AL IN 2.5" PVC CONDUIT] 1. 3 -350KCM AL IN 3" PVC CONDUIT 2. 2 SETS OF [3-#210+1 -#4(G)AL]& 2. 5 SETS OF [3-#2/0 +1 -#4(G)AL] IN 10x10 WIRING TROUGH 2. 3 SETS OF [3 -#2/0+1 -#4(G) L]IN 10x10 WIRING TROUGH [3-#2+1 - #8(G)AL]IN 10x10 WIRING TROUGH 3. [3 -#210 +1 -#4(G)AL] IN 2" EMT CONDUIT 3. [3-#210+1 -#4(G)AL] IN 2" E T CONDUIT 3. 3 -#2/0+1 - " [ #4(G)AL]IN 2 EMT CONDUIT 4. [3 -#2/0 +1 -#4(G)AL] IN 2" PVC CONDUIT 4. [3-#210+1 -#4(G)AL] IN 2" P CONDUIT 4. [3 -#2+1 - #8(G)AL]IN 1.5" EMT CONDUIT 5. #1/0 CU BUILDING GROUND 5. #2 CU BUILDING GROUND 5, [3 -#2I0+1 -#4(G)AL]IN 2" PVC CONDUIT 6, [3 -#2+1 - #8(G)AL]IN 1.5" PVC CONDUIT 7. #1/0 CU BUILDING GROUND ^- Drawing Title: ELECTRICAL RISER DIAGRAM - TYPICAL FOR BUILDINGS 1, 21 & 3 ELECTRICAL RISER D AGRAM - TYPICAL FOR BUILDINGS 4 & 5 lectrical Panel Schedules ELECTRICAL RISER DIAGRAM - BUILDING 6 ISSUE FOR CONSTRUCTION 07/21/16 Q W RWP ENGINEERING REVISIONS: REVISIONS: CL � SUPPLED FOR USE ONLY FOR RWP Engineering, /nc. �,•�������• LL CHECKED BY: JLR A. 03/18/16 ISSUE FOR PRICING n*s RAraooucnoN s�w.L Nor BE Consulting Engineers WHML PW� ` Industrial / Commercial / Utilities - 21st N COMM'"WH such usE.OR wrM �r e MISS E I s S� � DRAWN BY: SHC/IDM S. 06/30/16 PRELIMINARY TW PWR wiarror caNIEW or Rwr 31 west Congress St. Suite 305 Savannah, GA 31401 Q EN +c.W_ ph. (912) 231-9212 fx. (912) 231-9220 t W COUSED FW CONS�IgJO N OR F�G TK N UWL N��• , J LAST REVISED BY: SHC/IDM 0. 07/21/16 ISSUE FOR CONSTRUCTION , NO RWP DWG. N0. -- 16PP02—E01.dwg � Tseai R/ IT P FESS 4'GIN F Rg I X-4 JOB NORTH 07/21/16 AF Ml, _7 % T. 13 13 93 13 13 n n n n R n 7. 57'.. M-0 RICAL RISER ............. SEE ELECT TYPICAL FOR DIAGRAM 3 BUILDINGS 19 2, POOLE POOLE ANITEGRE (NOT TO SCALE) MIS 3736 Winterfield Road, Suite 102 _79 R9 A Midlothian, Virginia 23113 on e ep one 4. 5. 15 4 1�. 41-. :1 www.2pa.net ER :'E ELECTRICAL RIS SE RAM TYPICAL FOR I 1E1 AA-0003522 UIZ3 DIAG BUILDING 6 Project: SCALE) (NOT TO CADD File: PENER E 0 AT BUILDING BUILDIING #2 _J Drawn By: A d By: Checke N. Permit Release Set: T July 22, 2016 Construction Release Set: 74. BULDING #6 Revisions N A No. Date Description BUILDING #1 V ngg _J 'MM IN _0 'ge 011?1 ............ Riff ER�Yff Elf ,......... fM .......... ............. 31q.x 7 v .4 ;P 021,1 kv n n n n n n n n M M n n n n a 13 0 13 0 a 13 M__ & L L L BUIMING BUIMING #4 _J 0 2016 Poole&Poole Architecture,LLC 4 17 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. SEE ELECTRICAL RISER To the best of the architects or DIAGRAM TYPICAL FOR n n n n n n n M n R R n n R 13 n n n n M -0 13 a 13 0 13 1 i 0_� 0 C G 13 13 0 13 a 0 0-� BUILDINGS 1, 2, & 3 engineers knowledge,the plans and SEE ELECTRICAL RISER SEE ELECTRICAL RISER specifications comply with the (NOT TO SCALE) DIAG RAM TYPICAL FOR DIAGRAM TYPICAL FOR applicable minimum building codes BUILDINGS 5 BUILDINGS 4 and the applicable fire-safety (NO7 TO SCALE) (NOT TO SCALE) standards as determined by the local authority in accordance with 2014 FBC and Chapter 633 statutes. 1_-*............... .............. ............. >% 4- 0 Electrical Site Plan E c: El 02 fl 1-011 a) - Scale: 1/16 1 E 0 _C 0 U 0 Q) C)) U E 70 ca 0 0- I-Z < < C: 7r-z--n 0-1011 PP I .................................. P A-2 2 WP f'" A-6 72N EZ�F ZA WP(!R 72N A-6 C A-4 N-1 wpa C PANEL 7An 2 P P C A-4 A-6 Oe-t Drawing Title: AMENITY - ELECTRICAL PLAN AMENITY - LIGHTING PLAN lk-c—trical Site Plan E I Scale: 1/411 1 1-011 Ll Scale: 1/411 1 1-011 ISSUE FOR CONSTRUCTION 07/21/16 LU a- Cie THIS 6 A REPRODUMON OF AN RWP 0 RWP ENGINEERING REVISIONS: REVISIONS: ENGPIMNK W—ORWOM AND 0 ILL SUPPLED FOR USE ONLY FOR WOMC RWP Engineering Inc. AUIHORM BY RWP ENGN*M*C^M CHECKED BY: JLR A. 03/18/16 ISSUE FOR PRICING THIS F4941ODUCIrm SHALL NOT K Consulting Engineers DISOLOSM U30 OR FWRIOMM EMIR LU WHOLLY OR IN PW EXCM pi Industrial / Commercial / Utilities St OON=nM WffH SUCH USEs OR WffH slit I I 10 Its, 1HE PNOR WWFM CONSW OF RWP 31 West Congress St. Suits 305 Savannah, GA 31401 < DRAWN BY- SHC/IDM B. 06/30/16 PRELIMINARY DOWNIMM W. ph. (912) 231-9212 fx. (912) 231-9220 UJ THIS Offimm MUST WT K NO FOR __J COMMMON OR FAINVATM UIML 4fly A*- LU LAST REVISED BY: SHC/IDM 0. 07/21/16 ISSUE FOR CONSTRUC11ON SONED AS CHEOM PNO ISSM FOR DWG. NO. -- 16PP02–EO1.dwg -CONS"M"Iff RWP 001403M W] I - - -- - -- - - - - — - - - - Seal i I / r ."JN I L. R � 07/21/16 i I I I i I I , i ! I i i I POOLE POOLE AR(HITE(TRE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: CADD File: I Drawn By: Checked By: I Permit Release Set: j I July 22, 2016 Construction Release Set: Revisions No. Date Description I I I I I I i I i I ! I I, ! i ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not I be used or reproduced in whole or part in any form without prior written consent of Poole&Poole Architecture,I.I.C. To the best of the architects or II p engineers knowledge,the plans and specifications comply with the I I applicable minimum building codes and the applicable fire-safety WP ;standards as determined by the local authority in accordance with 2014 C FBC and Chapter 633 statutes. i /—I— EF-2 � I TO CARBON MONOXIDE SENSOR 0 I VQ L� I 1 O I GARAGE DOOR ;0 32" CU-1 BTPo B 60/35/2/3R Q O Q • S – _ W i C �- DISPOSAL 24" } Q DISHWASHER 24" P-23 tl RANGE O •N U —� Q Q C SEE PANEL SCHEDULE U Q FOR TYPICAL O OS TOWNHOUSE WIRE SIZE. � MICROWAVE — SEE MECHANICAL Q Q U _ DRAWINGS FOR CU .— PANEL WH-1 LOCATIONS. V E REF S0 24 ` AHU-1 ■�� m _Q c Q 30/25 /1 60/50/2/1 Q C Q DRY R S m WASHE I 33 I i ! 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N0. -- 16PP02—E02.dwg �1 ---- — -- -- -- - - - - I Seal — i i /V0 91 � i 07/21/16 l i i �I I i � i POOLE POOLE AR(HITEGRE 3736 Winterfield Road, Suite 102 i Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: i CADD File: I Drawn By: i Checked By: i Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description i i i i i i i [:n_ff_c /C) !07 ° C / EF-2 66RYYER� R F L TO CARBON ©2015 Poole&Poole Architecture,LLC DISPOSAL G MONOXIDE Drawings and specifications are and shall remain the I I property of Poole&Poole Architecture,LLC and shall not j DISHWASHER SENSOR 1 be used or reproduced in whole or part in any form j without prior written consent of Poole&Poole RANGE Architecture,LLC. To the best of the architects or MICROWAVE " engineers knowledge,the plans and specifications comply with the applicable minimum building codes and the applicable fire-safety GARAGE standards as determined by the local S F_ DOOR authority in accordance with 2014 i FBC a hond Chapter 633 statutes.i Cap CI CIM F-J 32" 49� i CS)O 24" CO 24" S EF 1 C �- L J WH-1 AHU-2 LI PANEL H 24" l 60/35/2/1 S 30/25/2/1 >• O 60/35/2/3R CU-1 -r— 70 p - L_ .- o WP 90 E U_ QJ ` �- P-23 E / CONDENSING UNIT-1 O (7) U Q a� SEE PANEL SCHEDULE �■■�■ Q) m FOR TYPICAL e TOWNHOUSE WIRE SIZE. .��—_ V WP SEE MECHANICAL _ � • L. yyp DRAWINGS FOR CU �� CO/ C LOCATIONS. .i -E_- �. Q P Q 49 trCr .- 10 ?2 - Q IIo PROVIDE GFCI AND ARC FAULT PROTECTION AS REQUIRED 8y CODE Unit B2 - Level 3 Unit - Level 2 Unit B2 - Level 1 3 " - 2 Scale: 1 4" = 1'-0" 1 Scale: 1 4" = 1'-0" Scale: 1/4 - 1 -0 S / / I, i CIO l Drawing Title: i Unit Electrical Plans ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 8'-0" 07/21/16 SCALE: 1/4" = V-0" w CL DRAWING SIZE =24X36 W RWP ENGINEERING REVISIONS: REVISIONS: ENG94MOM14 W.DR40M AND 82 SUPPILNED FOR USE ONLY FOR WOW RWP En��rr �r ineerin , Inc.AUTHOFIZED BY RWP ENOWEDMIG. • U_ CHECKED BY: JLR A. 03/18/16 ISSUE FOR PRICING EE Consuitin En ineer� �� d DIM WHOLLUSED Y PW EREPIiODI�IN Industrial / Commercial / Utilities 21 St • <w CONNECWN MIN SUCH UK OF RW DRAWN BY: SHC/IDM B. 06/30/16 PRELIMINARY31 West Congress St. Suite 305 Savannah, GA 31401 ���r�E�s��� Q 04011UM4 4 W. ph. (912) 231-9212 fx. (912) 231-9220 , W THIS ORlNMMiO MUST Nor BE USED,FOR .N ♦ _J CONSILAST REVISED BY: SHC/IDM 0. 07/21/16 ISSUE FOR CONSTRUCTION CHE= RWP DWG. NO. -- 16PP02-E02.dw N�� W ooHeraucnoH Br RMP 800NMR�a,W. 9 � - - - - — - ---- Seal ! VO o�Ss No.1809,5 IN ' '8 L. R NN I i I 07/21/16 I i i ! i ! POOLE POOLE AR(HITE(TRE 3736 Winterfield Road, Suite 102 , Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: I CADD File: Drawn By: Checked By: Permit Release Set: July 22, 2016 ! Construction Release Set: I ! Revisions No. Date Description T T i WP i WP I \ I DISH WASHER \ RANGE ono C\ I ©2016 Poole&Poole Architecture,LLC \ C C I Drawings and specifications are and shall remain the I property of Poole&Poole Architecture,LLC and shall not I \ MICROWAVE I be used or reproduced in whole or part in any form without prior written consent of Poole&Poole Architecture,LLC. G To the best of the architects or - - - EE—\ DISPOSAL engineers knowledge,the plans and db specifications comply with the �-- -� 32" applicable minimum building codes WID REF and the applicable fire-safety 48 standards as determined by the local authority in accordance with 2014 0SIP 0 \ _ FBC and Chapter 633 statutes. illl I D R 1 9000 W R " �I �CO 0 IL I � dc ! IIIII S CO C FE� F-1 I I I I I F I FFT 11 11 11 11 LL JIL .. .. .. II III I 'ex 24" 60/50/2/1 _LJ_ (� u 30/25/2/1 AHU-3 N 0 IW"— PANEL I �O/ O CU-3 IE � 03523R �` \ / EF-2 Q •�- I WP •— O 1 TO CARBON } — / \ " MONOXIDE " u- - �\ 24 SENSOR 24 I • P-21 - U GARAGE rO 0 e DOOR U SEE PANEL SCHEDULE 0 �-. � \ FOR TYPICAL \ TOWNHOUSE WIRE SIZE. \ SEE MECHANICAL DRAWINGS FOR CU \ •_ .� '�, I I LOCATIONS. I .— i \ E-' Q Q Cr 24" 24 ( I I I I I I � I ! I I i I I PROVIDE GFCI AND ARC FAULT PROTECTION AS REQUIRED BY CODE I i Unit B3 - Level 3 i B3 - Level 2 Unit B3 - Level 1 3 It _ J II (D=yn 1 Scale: 1/4 - 1 -0 Scal : 1/4 = 1 -0 Scale: 1/4 - 1 1-011 .0 Drawing Title: Unit Electrical Plans i E E FOR CONSTRUCTION 07/21/16 �- SCALE: 1/4" = V-0" CL DRAWING SIZE =24X36 RWP ENGINEERING REVISIONS: REVISIONS: THIS 6 A REPRODUCTION OF AN RWP 10 SUPPLIED FOR USE OKY FOR RWP Engineering, /nc. �,% E l• • AUIWORutED BY RWP W , E22 Q CHECKED BY: JLR A. 03/18/16 ISSUE FOR PRICING 7HIS Rte+SHALL►T BE Consulting Engineers + DISCI 0=1 USED OFt WHOLLY OR IN � LLJ IN Industrial / Commercial / Utilities ist � � � 31 West Congress St. Suite 305 Savannah, GA 31401 ���E�=� � ' Q DRAWN BY: SHC/IDM B. 06/30/16 PRELIMINARYTHIS ph. (912) 231-9212 fx. (912) 231-9220 �� J LAST REVISED BY: SHC IDM 0. 07/21/16 ISSUE FOR CONSTRUCTION E USED: �oR FA�,wr+" •+N��� W / RWP DWG. N0. -- 16PP02—E02.dwg Seal �o1IS No.1811096 IN R PNS . � I I 07/21/16 I ' I o C POOLE POOLE AR(HITIGNE ❑ wP 0 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 L_ www.2pa.net AA-0003522 1 9000 Pro1 � Project: I CADD File. wP Drawn By: I WP Checked By: Permit Release Set: July 22, 2016 Construction Release Set: I Revisions ri No. Date Description ( i i Unit C 1 Leve 3 ©2016 Poole&Poole Architecture,LLC 3 Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not Scale: 1/4 1 -011 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. 60/2/3R CU SEE PANEL SCHEDULE AHU-4 FOR TYPICAL 60/2/1 o WP TOWNHOUSE WIRE SIZE. SEE MECHANICAL DRAWINGS FOR CU —C P_25 LOCATIONS. 30/25/2/1 IL � / /EF-1 j MICROWAVE DRYER WASH WH RANGE REF \ PANEL C 24 L 7rf il —" IC o C N 32" DIS WASHER IE 24 DISPOSAL -> •— _ Q 5 o \ Q 9000 — \ E � » O 'N U \ GARAGE 24 U \ DOOR a 00 L -IE— I •U ca EF-1 •L 4— �. Q — Q L r 9000 r C 0 J30 S \ TO CARBON e MONOXIDE .10 SENSOR WP bI o o � i IEl � i ; PROVIDE GFCI AND ARC FAULT PROTECTION AS I REQUIRED BY CODE i i Unit C 1 - Level 2 Unit C 1 - Level 1 4r A 21 Scale: 1/4" - 11-011Scale: 1/4" 1 1-011Drawing Title: Unit Electrical Plans ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 07/21j16 8'-0" Cie SCALE: 1/4" = 1'-0" i2 DRAWING SIZE =24X36 PI RWP ENGINEERING REVISIONS: REVISIONS: � , SUPPLIED FOR USE ONLY FOR WORK RWP Engineering, Inc. �,��rtEE fro E2 • 3 AUTFIONRED 9Y RAP ENOWE DIM RIC 0 CHECKED BY. JLR A. 03/18/16 ISSUE FOR PRICING nes raprAxxxnON SNAG.Wr BE ConsultinUSED F04WOUMg Engineers WHOLLY OR w PW ` Industrial / Commercial / Utilities is)?p COMM=10"M SUM t N DRAWN BY: SHC/IDM B. 06/30/16 PRELIMINARY u w� �� `�`��r �araaR coNSExt OFRwa 31 West Congress St. Suite 305 Savannah, GA 31401 Q Wo. ph. (912) 231-9212 fx. (912) 231-9220 + W NSTRt MON OAR FASA�iK'w�71oN LwnL USED FOR ,�4N M As• , J LAST REVISED BY: SHC/IDM 0. 07/21/16 ISSUE FOR CONSTRUCTION �, o c�we RWP DWG. N0. -- 16PP02—E02.dwg Cie � --- — --- - - --- — - — - Seal i - F r�� 1 `/I MGiN� L. R VA I 07/21/16 VIII ,,;4 I I I -Ti C POOLE 6 POOLE ANITE(TRE 3736 Winterfield Road, Suite 102 wpd 110 -- � � Midlothian, Virginia 23113 !i -e--- Telephone 804.225.0215 www.2po.net AA-0003522 9000 Project: CADD File: -----fifeF Co Drawn By: WP Checked By: Ll WP Permit Release Set: July 22, 2016 Construction Release Set: qp Revisions No. Date Description i I I I I©2016 Poole&Poole Architecture,LLC j 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. i C 1 - Alt 1 Level 3 To the best of the architects or (D=YUN't Sengineers knowledge,the plans and - specifications comply with the scall 1/4 1 -0 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. I 60/2/3R CU-4 AHU-4 SEE PANEL SCHEDULE FOR TYPICAL 60/2/1 WP TOWNHOUSE WIRE SIZE. U SEE MECHANICAL » L� L� - DRAWINGS FOR CU � —O t IL-L P_25 LOCATIONS. 30/25/2/1 \, k7 DRYER k WASH ` O 0 MICROWAVE W - RANGE REF - - - - - — PANEL C ft 24" r I -0 C o C 32 DIS WASHER j O \ DISPOSAL U_ I 24" I O 00 O00 Q v 01 \ GARAGE 24" '— DOOR �_ I e7 FF \ Q1E En / ":2., C (DOCO Q � s � � II TO CARBON E3 MONOXIDE dh Ybr SENSOR WP F I i i PROVIDE GFCI AND ARC FAULT PROTECTION AS REQUIRED BY CODE i a Unit C1 - Alt 1 Level 2 Unit C1 - Alt 1 - Level 1 2 Scale: 1/411 = 1'-0" 1 Scale: 1 4" = 1'-0" g / Drawing Title: Unit Electrical Plans ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 8'-0" 07/21/16 E- SCALE: 1/4n = 1'-0" I CL I� DRAWING SIZE =24X36 RWP ENGINEERING REVISIONS: REVISIONS: ""aoo, °F,o 6' SUPPLIED FORUSE ONLY� RWP Engineering, Inc. +`SME E1 . 0 ,umxoraa n BY� ..�. CHECKED BY: JLR A. 03/18/16 ISSUE FOR PRICING THIS IIIIEPeooucriow swAu-NOT ee Consulting Engineers � f WHOLLYn��IN Industrial / Commercial / Utilities2 SEITHEIRt V) DRAWN BY: SHC/IDM B. 06/30/16 PRELIMINARY wm,N CO us£_OR w� �r���"'��� ' trx� ��� 31 West Congress St. Suite 305 Savannah, GA 31401 Q ph. (912) 231-9212 fix. (912) 231-9220 W THIS DIVINM IdUSr NOT BE USED 00l15�Ax1Ct10N x�t FA81nC TION UNIL ,,FNM��• , E j LAST REVISED BY: SHC/IDM 0. 07/21/16 ISSUE FOR CONSTRUCTION A AM ISSUED FOR RWP DWG. N0. -- 16PP02-E02.dwg _ - --- --- - - - ;Seal i S°i'E, �` ES43i i I i 07/21/16 j i I I I I i I i I I I i I I i POOLE POOLE AR(HITEGRE 3736 Winterfield Road, Suite 102 j Midlothian, Virginia 23113 i 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 I No. Date Description i I I i i i . I I I I 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 Q without prior written consent of Poole&Poole i Architecture,LLC. II �To the best of the architects or engineers knowledge, the plans and specifications comply with the I ( w I I w applicable minimum building codes and the applicable fire-safety I I standards as determined by the local D authority in accordance with 2014 i, FBC and Chapter 633 statutes. ❑ /� F F I I / Z / M M / 4) M M 3 } ° •� C: U_E Fte\ l / 0 / coM 3 / 0 — v M / O '7A U 1 S U U / U e M — S OND FLOOR. O �--- � 1 Co O r— — i 0 U VC 7r DOWN ♦— I \ FIRSTCo M O / � o 1 ` // •Et• �- L u +- 1 _ Q l 3 FLOOR. 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I L i I I i I I i j � Unit C l - Level 3 i©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the 1 property of Poole&Poole Architecture,LLC and shall not C3) S c a I e: 1/4" = 1'-0" 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 j 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. i L �L i I 70n7U U G o ` \ F � \ \ M M M �l F �— M 0 ° M / Z / I 4 L H M 9� T 0 I THIRb] QE F 1 1 M M M L.L / M \ \ UP TO I O FIRST C COW FLe R. 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Unit C1 - Alt 1 - Lev...., To the best of the architects or 3 engineers knowledge,the plans and Scale: 1/4 = 1'-0" specifications comply with the applicable minimum building codes j and the applicable fire-safety standards as determined by the local authority in accordance with 2014 FBC and Chapter 633 statutes. i 0 / ' L :L 11� i ! � U U ! a \ M M M z4L__ �� �o o —�— I I � H H H •— o \ _ F 7 U — M M o o Tn F_ _JM M M U e FIRST OR. 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(912) 231-9220 ++ ;W LAST REVISED BY: SHC IDM 0. 07/21/16 ISSUE FOR CONSTRUCTION aCONSTIIIIII�FAM o Fm As- W / COM o,ro,,,IN RwP RWP DWG. N0. -- 16PP02—E03.dwg C, I Seal % - I �� ysaeeoy�r� f -7erose E • o' s 1c � $ HVAC NOTES HVAC SYSTEM ONE CONTROL OPERATION Air Handler Schedule �� No, 67456 �� W. LEGEND & ABBREVIATIONS 4We Tag AHU-1 AHU-2 AHU-2 AHU-4 = 4 0- THE HVAC SYSTEM IS TO OPERATE IN HEATING, COOLING OR AUTO CHANGEOVER WHEN ANY v ZONE TEMPERATURE SENSOR IS AC D. BASIS OF DESIGN IS A ZONEX DIG13U UNIVERSAL 3 1. ALL MECHANICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS OF SYMBOL DESCRIPTION ABBREVIATIONS ZONE CONTROLLER WITH ZONEX TRE LOW PRESSURE ZONE DAMPERS ON EACH FLOOR BRANCH Space/Units Served B1 -2 B/R B2-3 B/R B3 -2 B/R C1 -3 B/R j ,�' j THE INTERNATIONAL MECHANICAL. CODE, THE INTERNATIONAL BUILDING CODE, THE STATE ENERGY 6 a , % CODE, NFPA 90A, 101 AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. ® DUCT AND A ZONEX RBB BAROMETRIC BYPASS DAMPER. Manufacturer Goodman Goodman Goodman Goodman j ®�� �'A ` '. a ®�� HARD CEILING DIFFUSER CD Basis of Design 2. SHOP DRAWINGS & SUBMITTALS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT THE AHU FAN WILL BE CONTR LIED BY THE ZONE SYSTEM AUTOMATIC SPEED CONTROL Model No. ARUF43C14 ARUF43C14 ARUF43C14 ARUF61 C14 � 70 N AU PRIOR TO ORDERING, PURCHASING, OR FABRICATING ANY MECHANICAL EQUIPMENT. SHOPDRAWINGS HARD CEILING RETURN GRILLE CRA OR MANUAL OVERRIDE, UPON CALL FOR COOLING/HEATING BY THE FIRST TEMPERATURE SENSOR Nom. Cap. Eqpt(Tons) 3.5 3.5 3.5 5 SHALL INCLUDE: ALL EQUIPMENT SCHEDULED ON THE DRAWINGS. THE FAN SHALL AND CONTINUE TORN UNTIL ALL ZONE CALLS HAVE BEEN SATISFIED. THE FAN Total Cooling Cap (MBTUH) 40.1 40.1 40.1 57.3 ® DUCT MOUNTED RETURN LDS SPEED SHALL MODULATE TO PROVIDE CONSTANT DUCT PRESSURE AND PROPORTIONAL AIRFLOW. Sensible Heat Ratio(S/T) 0.80 0.80 0.80 0.79 07/21/16 3. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL DRAWINGS PRIOR TO ORDERING EQUIPMENT OR O DUCT MOUNTED DIFFUSER LD IF THE TEMPERATURE IN ONE ZON GOES BEYOND THE TEMPERATURE SETPOINT, THE Primary Heat Type HP HP HP HP SUBMITTING SHOP DRAWINGS, AND SHALL FURNISH EQUIPMENT WIRE FOR THE VOLTAGES SHOWN TEMPERATURE SENSOR WILL CALL FO COOLING/HEATING AND ACTIVATE THE AHU AND HP, AS Emergency Elec. Heat (KW) 8 8 10 10 THEREIN. DROPPED CEILING DIFFUSER WELL AS OPEN THE ZONE DAMPER F R THAT SPACE. THE AHU AND HP WILL OPERATE UNTIL CFM 1575 1575 1575 1965 THE ROOMS MEET THE DESIRED TEM RATURE SETPOINT. 4. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT Motor HP 1/3 1/3 1/3 3/4 SWITCHES AT EACH PIECE OF EQUIPMENT. COORDINATE SWITCH TYPE WITH EQUIPMENT CEILING RETURN GRILLE Design Ext Static (in. w.g.) 0.5 0.5 0.5 0.5 j CHARACTERISTICS AND ELECTRICAL DRAWINGS. �- RETURN AIR GRILLE RAG Design Total Load (MBTUH) 43.6 44.1 40.6 53.9 5. ALL REQUIRED CONTROL WIRING NOT SHOWN ON THE ELECTRICAL DRAWINGS SHALL BE INCLUDED Design Sensible Load 30.1 30.6 29.2 40.6 AS PART OF THE MECHANICAL WORK. WIRING IN HVAC PLENUM SPACES SHALL BE INSTALLED FO >- FIRE DAMPER FD Voltage 240 240 240 240 j ACCORDING TO CODE REQUIREMENTS. Phase 1 1 1 1 6. UNLESS NOTED OTHERWISE, STARTERS, TRANSFORMERS, CONTROLS AND CONTROL WIRING REQUIRED SD�- SMOKE DAMPER SD MCA (w/heat) 45 45 45 56 FOR ALL MECHANICAL SYSTEMS SHALL BE FURNISHE AND INSTALLED BY THE MECHANICAL j CONTRACTOR. ZD D- ZONE DAMPER ZD MOCP (Amps) 50 50 50 60 Notes: i 7. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S MANUAL VOLUME DAMPER ON BRANCH DUCT MVD 1. AHU'S based on design conditions of 97°F OSA high dry bulb, 29°F OSA low dry bulb, and 77° F OSA high wet bulb. Heating RECOMMENDATIONS. 2 temp setpoint was 70° F and Cooling temp setpoint was 75° F. Relative humidity setpoint was 50%. Entering Coil Wet bulb is j 8. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR MOTORIZED VOLUME DAMPER Mp 67°F. Location in Jacksonville Beach, Fla. POOLE POOLE AR(HITEGRE AFTER ACCEPTANCE BY OWNER. SMOKE DETECTOR 2. Selections based on owner preferred Goodman units. 3736 Winterfield Road, Suite 102 9. ALL HVAC COMPRESSORS SHALL HAVE EXTENDED 5-YEAR MANUFACTURER'S WARRANTY. ME 3. Smoke Detector in SIA duct hard wired in series with apartment fire alarm system. Midlothian, Virginia 23113 REMOTE CONTROLLER ME 5. Single point connection at AHU. i j 10. INSTALL OUTDOOR AIR CONDITIONING EQUIPMENT LEVEL ON PREFABRICATED ROOF CURBS (MIN 10") 6. Units are to be wired to prohibit the Emergency heat and HP from operating simultaneously. j Telephone 804.225.0215 FULLY SUPPORTING UNIT PERIMETER. Q THERMOSTAT 7. Prima drain pan to be non-corroding material. Float switch or sensor in seconds drain outlet shall be wired to inhibit fan www.2po.net Primary g secondary AA-0003522 11. DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL AND INSTALLED AS Q SENSOR operation when activated. j RECOMMENDED IN SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS, LATEST EDITION. EXHAUST FAN EF Project: 12. SHEET METAL SUPPLY, OUTSIDE AIR AND RETURN DUCTWORK INSIDE THE CONDITIONED ENVELOPE !CADD File: SHALL BE INSULATED WITH FIBERGLASS DUCT NSULATION WITH FOIL VAPOR BARRIER, U.L. LISTED, EXHAUST FAN WITH LIGHT EF MINIMUM R=8.0. Heat Pum Outdoor Units Drawn By: j 13. SHEET METAL SUPPLY, OUTSIDE AIR AND RETURN DUCTWORK IN NON-AIR CONDITIONED AREAS AND HEATER HR Tag HP-1 HP-2 HP-3 HP-4 Checked By: MECHANICAL ROOMS SHALL BE INSULATED WITH FIBERGLASS DUCT NSULATION WITH FOIL VAPOR ,. BARRIER, U.L. LISTED, MINIMUM R=5.0. ® EXHAUST FAN, ROOF MOUNTED EF Space/Units Served B1 -2 B/R B2-3 B/R B3-2 B/R C1 -3 B/R Permit Release Set: Basis of Manufacturer Goodman Carrier Carrier Carrier 14. SHEET METAL SUPPLY, OUTSIDE AIR AND RETURN DUCTWORK OUTSIDE THE BUILDING SHALL BE ��;; July 22, 2O 16 INSULATED WITH APPROVED DUCT INSULA11ON WITH ALUMINUM WRAP, U.L. LISTED, MINIMUM R=8.0. �I MAKE-UP AIR FAN MF Design Model # GSZ14-042-1 GSZ14-042-1 GSZ14-042-1 GSZ14-060-1 15. EXHAUST DUCTWORK SHALL NOT BE INSULATED UNLESS NOTED OTHERWISE. RETURN AIR R.A. & R/A Nom. Cap. Eqpt(Tons) 3.5 3.5 3.5 5.0 Construction Release Set: Total Load (Tons) 3.6 3.7 3.4 4.5 j 16. FLEXIBLE DUCTWORK SHALL BE FLEXMASTER OR EQUAL, SAME SIZE AS SHOWN ON DRAWINGS. SUPPLY AIR SA & S/A Seer 14 14 14 14 ReVISIOr1S LIMIT RUNS OF FLEX TO 10'-0" ON BRANCH DUCTS ONLY. Voltage 240 240 240 240 17. ROUND AND FLEXIBLE DUCTWORK SHALL BE CONNECTED TO MAIN DUCTS WITH SPIN-INFITTINGS DOUBLE WALL SPIRAL EXPOSED DUCT E.S. Phase 1 1 1 1 NO. Date Description WITH AIR EXTRACTORS AND BALANCING DAMPERS. EXTERNAL STATIC PRESSURE ESP MCA (Amps) 22 22 22 34.5 18. SHEET METAL DUCTWORK SHOWN AS BEING INTERNALLY LINED SHALL BE LINED WIT1" THICK MOCP (Amps) 35 35 35 60 ! 1-1/2 LB./CU. FT. DENSITY DUCTLINER, MANVILLE LINACOUSTIC OR EQUAL UNE ALL SUPPLY FRESH AIR FA NOTES: 1. HP Units based on design conditions of 97°F OSA high dry bulb, 29°F OSA low dry bulb, and 77° F OSA high wet bulb. AND RETURN AIR PLENUMS. Heating temp set at 75° F and Cooling temp set at 72° F. Relative humidity set at 50%. Entering Coil Wet bulb is 63°F. OUTSIDE AIR OA & 0/A 19. CONTRACTOR SHALL UNDERCUT BATHROOM DOORS 3/4" TO ALLOW AIRFLOW FROM SURROUNDING Location in Jacksonville Beach, FL j SPACES. EXHAUST EXH & E/A 2. Selections based on owner preferred Goodman units. 20. REFRIGERANT PIPING INTERCONNECTING SEPARATE PIECES OF EQUIPMENT AND PASSING VERTICALLY 3. Models shown include coated coils for coastal construction -any submitted units must have coil coatings. j C THROUGH FLOORS FROM ONE STORY TO ANOTHER SHALL BE ENCLOSED IN A CODE APPROVED CUBIC FEET PER MINUTE CFM 4. Consult manufacturer's long line application guide for units exceeding recommended refrigerant line length. RIGID AND TIGHT CONTINUOUS FIRE RESISTING PIPE DUCT OR SHAFT HAVING NO OPENINGS INTO FLOORS NOT SERVED BY THE REFRIGERATING SYSTEM, AS REQUIRED BY LOCAL CODE AUTHORITIES. ABOVE CEILING A/C j THE PIPE DUCT OR SHAFT SHALL BE VENTED TO OUTDOORS. BELOW CEILING e/c Ventilation Fan Schedule 21. CONDENSATE FROM ALL AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO THE NEAREST FLOOR DRAIN OR TO EXTERIOR DRY WELLS, CONDENSATE PIPING SHALL BE SCHEDULE 40 ABOVE FINISH FLOOR AFF Tag E F-1 E F-2 PVC (EXCEPT INSULATED COPPER IN HVAC PLENUMS). CONDENSATE SHALL BE PIPED AS REQ'D. Area Served Restrooms Garage 22. AIR HANDLING UNITS LOCATED ABOVE LOWEST LEVEL FINISHED FLOOR SHALL BE INSTALLED WITH © DUCT STATIC PRESSURE SENSOR Volume (cfm) 75 75 i AUXILIARY CONDENSATE DRAIN PANS UNDER UNITS. e CONNECT TO EXISTING SP (in. wg) 0.2 0.2 23. AFTER CONSTRUCTION, THE ENTIRE HVAC SYSTEM SHALL BE TESTED, ADJUSTED, AND BALANCED TO Mfg Greenheck Greenheck DELIVER THE AIR QUANTITIES SHOWN ON THE DRAWINGS. A TEST AND BALANCE REPORT SHALL BE NON-FUSE DISCONNECT NFD Model # SP-B90-FL-FD SP-B90-FL-FD PROVDED TO THE OWNER FOR REVIEW AND APPROVAL Voltage 120 120 24. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT, CO CO SENSOR Watts 150 150 DUCTWORK,ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL AND STRUCTURAL Phase 1 1 CONDITIONS CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE 0 OCCUPANCY SENSOR ! a PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 1©2016 Poole&Poole Architecture,LLC Remarks: 1. Architect to select color. 1 Drawings and specifications are and shall remain the 2. Models shown are based on Greenheck a ui ment. j property of Poole&Poole Architecture,LLC and shall not 25. LOCATIONS OF GRILLES, REGISTERS, & DIFFUSERS SHOWN ON THE DRAWINGS ARE APPROXIMATE. equipment. 1 be used or reproduced in whole or part in any form COORDINATE EXACT LOCATIONS WITH LIGHTS, CEILING GRID, ETC. 3. RR wire into wall switch. Garage on CO sensor. without prior written consent of Poole&Poole I Architecture,LLC, 26. ALL REGISTERS, GRILLS & ETC. WITH ADJACENT "FD" SHALL BE EQUIPPED WITH FIRE DAMPER UL 4. Gravity back draft dampers. LISTED FOR MINIMUM OF RATING OF PENETRATED ASSEMBLY AND FOR SPECIFIC APPLICATIONS. 5. All fans to have UL listed fire damper assembly as factory option (-FD). To the best of the architects or engineers knowledge,the plans and 27. EXHAUST DUCTS TO MEET ALL REQUIREMENTS OF CHAPTER 5 AND SECTION 607 OF THE specifications comply with the INTERNATIONAL MECHANICAL CODE. I applicable minimum building codes 28. HVAC EQUIPMENT SHALL HAVE NON FUSED DISCONNECTS NFD AT EACH POWER CONNECTION. NFD SUPPLY AIR DUCTWORK BALANCING DAMPERS WITH and the applicable fire-safety j (NFD) RETURN AIR DUCTWORK 1 SHALL BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. NFD TO BE SIZED BASED ON AS SHOWN ON PLAN VIEW LOCKING QUADRANTS ON AS SHOWN ON PLAN VIEW standards as determined by the local MANUFACTURER SPECIFICATIONS. SWITCHES LOCATED OUTDOORS TO BE NEMA 3-R ALL BRANCH DUCTS j authority in accordance with 2014 29. DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS OF METAL DUCTS. CONTRACTOR MAY INSTALL FLOOR �FBC and Chapter 633 statutes. EQUIVALENT RECTANGULAR OR ROUND DUCTS WHICH COMPLY WITH CHAPTER 35 TABLE 2, OF THE j 2005 ASHRAE FUNDAMENTALS HANDBOOK. DUCT AND EQUIPMENT LOCATIONS SHOWN ON DRAWINGS ARE APPROXIMATE. COORDINATE INSTALLATION OF EQUIPMENT WITH OTHER TRADES. 30. SUBMITTAL OF EQUIPMENT DATA SHEETS IN ELECTRONIC PDF FORMAT IS REQUIRED FOR ALL CONDENSER UNITS, AIR HANDLING UNITS, AND ANY OTHER ITEMS SHOWN ON THE LEGEND AND ABBREVIATIONS TABLE. 31. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A NARRATIVE SUPPORTING HIS CLAIM INSULATED SHEETMETAL j THAT ANY PROPOSED EQUIPMENT SUBSTITUTION NOT SPECIFICALLY ALLOWED ON PROJECT SUPPLY PLENUM DRAWINGS AS SUBSTITUTIONS IS EQUIVALENT TO THE EQUIPMENT SPECIFIED ON PROJECT DRAWINGS. FLEX CONNECTION M 1 j 32. SUBMITTAL OF ANY SHOP DRAWING THAT IS TO BE UTILIZED IN THE INSTALLATION PROCESS IS REFRIGERANT ONES - ALSO REQUIRED. �l 33. ALL SUBMITTALS SHALL BE DELIVERED TO THE ENGINEER OF RECORD IN THE ELECTRONIC PDF FORMAT FOR REVIEW AND FURTHER ACTION. ! 34. PROVIDE A MANUAL INSULATED R/A DUCTWORK EXHAUST i 1 ! AL BALANCING DAMPER AT ALL SUPPLY AND RETURN BRANCH TAKEOFFS AS WELL AS ALL OUTSIDE AIR DUCTS. i 35. ALL EQUIPMENT SHALL BE LABELED ACCORDING TO NUMBERING / IDENTIFICATION SYSTEM PER 3/4" PVC TRAP 4" RIGID DUCT PLANS. w/ REMOVABLE STEEL, TAPED JOINTS, 36. ALL EQUIPMENT SUPPORTS ARE REQUIRED TO MEET ASCE 9.6. CAP �� STRAPPED THROUGHOUT TO .� j FLOAT SWITCH WIRED STRUCTURE. IF IN ATTIC, USE O 37. MECHANICAL CONTRACTOR SHALL PROVIDE U.L. LISTED FIRE DAMPERS WHERE REQUIRED FOR FIRE TO OPEN FAN CONTACTS COVER COND. PIPE DRYER R5 DUCT WRAP. LL w/ CLOSED CELL I PROTECTION AS REQUIRED BY LOCAL CODES. INSULATION DRYERBOX MODEL 480 OR 1 38. ALL UNITS SHALL HAVE DUCTED RETURNS. NO PLENUM RETURNS ALLOWED. 3" DEEP AUXILIARY -♦► TO DEEP-SEAL TRAP EQUAL, UL CLASSIFIED FOR DRAIN PAN FLOOR/HUB DRAIN RATED WALL. j O •v) U OR DRY WELLS w/ U TRAP PRIMER O FLOOR WASHER C- � m Q •U j 2x4 TREATED BLOCKS \\-NEOPRENE CONDENSATE DRAIN W TRAP • .� ' VIBRATION PADS -_ rM 6 a F- j Q i Q rRDETAIL DR ER EXHAUST TYPICAL VERTICAL AIR HANDLER DUCT DETAIL Q INSTALLATION DETAILS scale: NTS scale: NTS i 1 it i I 1 V Drawing Title: 1 - eneral Mechanical Notes, i Legends & Details ISSUEFORCONSTRUCTION 07/21/16 �- CL NUM RWP ENGINEERING REVISIONS: REVISIONS: IMM A'�0Dumm OF AN�' 0 ENGPINK W.DRAWM AND IS SUPPM FOR USE ONLY FOR WORK RWP Engineering, Inc. t,,�+1E E!/�� ;u_ CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING THS repaooUMON SK&L►aT KRP Consulting Engineers DOCUM49XXM ODER LU wHoil��occorr Industrial / Commercial / Utilities " st ! j cmeemm wffH SUCH t�at wmi A r N :a 0 DRAWN BY: DL-M B. 06/30/16 PRELIMINARY nM�w�CONWff of 31 West Congress St. Suite 305 Savannah, GA 31401 Q TM ORWIM MW Nff BE usm ph. (9 2) 231-9212 N. (912) 231-9220 �� , W LAST REVISED BY: DL.M 0. 07/21/16 ISSUE FOR CONSTRUCTION a n VCONSTMC"CM " MR w �,�,�,,�,,,�, ,,,� RWP DWG. NO. 16PP02-M01.dwg Icl:� - — - - -------- ---- — — --- ---- - --- -- - - ------- - �Sea I al $ e�� 4 yaesars P � x� V F EEE!!! 3N fl.a1 • gas 4 t�..- `a CIO �F. L16 O s -stsae,,s � �3 I I I 07/21/16 I I I I i I i I POOLE 6 POOLE ARCHITECTURE 3736 Winterfield Road, Suite 102 1 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net i AA-0003522 Project: i CADD File: Drawn By: Checked By: I Permit Release Set: I July 22, 2016 ,Construction Release Set: Revisions No. Date Description I I i I ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the I 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 II engineers knowledge, the plans and specifications comply with the I applicable minimum building codes and the applicable fire-safety HOOD EXHAUST standards as determined by the local authority in accordance with 2014 7-7 FBC and Chapter 633 statutes. EF–2 I i I I I EFEEN -1 i TH 001I C ME11PI EXH - THRU 20 ROOF ® N JACK 0 60 0 1 �.. 0 -12A 0 E u E S o OD U � o m H I 4– �, ® RU F— V E OF •� i '� ACK 11 �� m _ AHU j 4- AHU �' � I � a 7 I 0 r DRYER WN EXHAUSTI HP-1 1 - L v l Unit B1 - Level 2 Unit B1 - Level 1 Unit B e 3 e 2 / 1 Scale: 4 - 1 -0 Scale: 1/4 - 1'-0 Scale: 1/4 " - 1 -0 I i it i Drawing Title: � I. 9 Unit HVAC Plans I I ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 07/21/16 4'-0" 8'-0" Liu SCALE: 1/4" = 1'-0" DRAWING SIZE =24X36 REPRODUCTION OF M RWP 0 RWP ENGINEERING REVISIONS: REVISIONS: SUPPLED�� RWP Enqineer�ng, Inc. �� E'��� • AUTHORIZED BY RWP EN909004rX Mlc CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING Tm REDaomcnow SHAu.WT BE Consulting Engineers 0 DISCLOSM.UM WHOLLY CR PW�N Industrial / Commercial / Utilities coFrHec M wrM 9"USE,OR WM �r r�•E•s��� DRAWN BY: RTH B. 06/30/16 PRELIMINARY TW PRW WRrr M cOHSEHr OF RIND 31 West Congress St. Suite 305 Savannah, GA 31401 • ENCREERM W. ph. (912) 231-9212 fx. (912) 231-9220 W THIS ORNINIQ Muer HOT BE USED FOR N r r M Lli LAST REVISED BY: RTH 0. 07/21/16 ISSUE FOR CONSTRUCTION RWP DWG. NO. -- 16PP02–M02.dwg --- -------- - --- --- --- — - - - - - — �'Seal xaE�es�aAga B y ,Na.67403 t0b ® S � � � I I 10, i I j 07/21/16 I I ! I POOLE POOLE AR(HITKIRE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net j AA-0003522 i Project: CADD File: Drawn By: Checked By: Permit Release Set: ! July 22, 2016 Construction Release Set: ! Revisions No. Date Description ! i I : I i ! i I i i i, I � i r i ©2016 Poole&Poole Architecture,LLC DRYER HOOD Drawings and specifications are and shall remain the y MAU T EXHAUST E 7: Lf property of Poole&Poole Architecture,LLC and shall not be used or reproduced in whole or part in any form 6o I I without prior written consent of Poole&Poole Architecture,LLC. I To the best of the architects or f L o — engineers knowledge, the plans and EF- H specifications comply with the applicable minimum building codes R the 00 standards ds applicable s Idetermined by he local C - authority in accordance with 2014 F8C and Chapter 633 statutes. I ! EXH THRU ROOFJACK T I 0 00 F=' F0_0j 00 200 Z - L — y AN %00 Uzu AH U 2— >1 4� O ° �- AUPA E u- E � O '�, U U O O O O U ICo E ._ ! O ° '- � � Q Q ._ M7 I � e I I � a E I I II VZZZZZA LUN rl LZi l i HP-2 i i Unit B2 - Level 3 Unit B2 - Level 2 Unit B2 - Level 1 3 „ _ �, 2 Scale: 1/4 - 1 -0 Scale: 1/4 = 1'-0" Scale: 1/4 = 1'-0" ; rawing Title: Unit HVAC Plans I ! ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 8'-0" 4'-0" 07/21/16 SCALE: 1/4" = 1'-0" ! W CL DRAWING SIZE =24X36 Cie RWP ENGINEERING REVISIONS: REVISIONS: ""sac,'i "+mac, °F,o'� • sur M FOR USE OWY FOR+ RWP En �neer�n , Inc. +`\M E E f • I°LL ANHORM 9 9 o 21 CHECKED 8Y: DLM A. 03/18/16 ISSUE FOR PRICING REQ o c as�BE Consulting Engineers �� W RODUM EMM VM=Y OOR°�OCCEK IN Industrial / Commercial / Utilities 21 stGn coram wird suai USE,OR wrrri D� BY: RTH B. 06/30/16 PRELIMINARY nM PRaR wi nTm CONS r of Rff 31 West Congress St. Suite 305 Savannah, GA 31401 Q ENMERwo,W. ph. (912) 231-9212 fx. (912) 231-9220 ,� � W THS ORWM MUST Nar BE USED CONSTRUMON OR �xN A$, W LAST REVISED BY: RTH 0. 07/21/16 ISSUE FOR CONSTRUCTION ""o `mac RWP DWG. NO. -- 16PP02-M02.dwg L -- - - - -- ------- - ---- ------ -- - - - ---- - -----�_ _ —. - - ---- - -- ---- ---- - - Seal 10 F '•D �� co 3fliS.�ipg4 '.[IYq E�j,y' y� 4 165 � sy C)rn%10*%� 07/21/16 i i i I I i I POOLE POOLE ANITI(TRE I 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: j CADD File: i Drawn By: Checked By: Permit Release Set: i July 22, 2016 Construction Release Set: Revisions No. Date Description i HP-3 i i I I I D NFD T HOOD EXHAUST I I I E I 10 2016 Poole&Poole Architecture,LLC Ono EF I I Drawings and specifications are and shall remain the: I i property of Poole&Poole Architecture,LLC and shaltnot be used or reproduced in whole or part in any form p without prior written consent of Poole&Poole En Architecture,LLC. o j To the best of the architects or 1 engineers knowledge, the plans and L1 00 I specifications comply with the F--- 100 100 l applicable minimum building codes Iand the applicable fire-safety --• I standards as determined by the local I ® authority in accordance with 2014 FBC and Chapter 633 statutes. DRYER 00 - - EXHAUST o0 T E T — II I I I �- 100 80 1 C - IIIII � _ 'I L N I 'L 2� II 1111 �1 I 111111 1 I I j 120 o 6019 N I ME E— EF-2 � D o T R / \ E u . 0 U - / \ ' U � ae a) COU COI ._ 4— Q CrQ I ; i I i I III. i i Unit B3 - Level 3 Unit B3 - Level 2 Unit B3 - Level 1 3 „ _ „ 2 „ „ Scale: 1/4 - 1 -0 Scale: 1/4 1 -0 Scale: 1/4" = 1'-0" i i Drawing Title: I Unit HVAC Plans ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 8'-0" 072 6 SCALE: 1/4" = 1'-0" 1111 W DRAWING SIZE =24X36 THIS B� ION of An RWP O RWP ENGINEERING REVISIONS: REVISIONS: SUPPLIED FOR� RWP Enqineering, Inc. +��M E E t/�� AUTHORIZED BY RWP ENONEERM N0 D 2 CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING THIS REPRODUCTION SHIMI nor BE Consulting Engineers 21 LU wHai IN PART OR REPRODUCEDwnH°` Industrial / Commercial / Utilities • St c/) CONNECTIGIN F WRITTEN OR� 31 West Congress St. Suite 305 Savannah, GA 31401 4""ilia Sao' ' Q DRAWN BY: RTH B. 06/30/16 PRELIMINARY ph. (912) 231-9212 fx. (912) 231-9220 ,� EWNEERING.NC W THIS DRNMNG Muir NOT BE USED FOR � , W CONSTRUCTION OR FABIWATION UNM N N i� LAST REVISED BY: RTH 0. 07/21/16 ISSUE FOR CONSTRUCTION 304ED AS CHW="'qc RWP DWG. N0. -- 16PP02–M02.dwg MOW- 7 nye _------ — - ---- - -- -- ------ - Seal + ♦ ® A 00 • No. 67456 .r ® I, top • = .,. ` ,o ¢ az•` ® ♦ 0 � j ®®o®`9i®IV11 A�e.�' �®® i 07/21/16 I I � I I I 10! POOLE POOLE AMITEGRE ❑ 0 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 80 www.2pa.net - j AA-0003522 Project: I I CADD File: � I U Drawn By: �I I Checked By: IPermit Release Set: July 22, 2016 j IConstruction Release Set: ; I Revisions INo. Date Description r I i Unit C 1 - Level 13 ©2016 Poole&Poole Architecture,LLC 3 Drawings and specifications are and shall remain the Scale: 1/411 1'-011 property of Poole&Poole Architecture,LLC and shall not be useor reproduced in whole or part in any w thoutprior written consent of Poole&Poole form Architecture,LLC. I To the best of the architects or i f 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. T D R T HOOD 1�71EXMUSTHP-4 EXHAUST '•. TH - @RO - T JA N AHU-4 ® EF-1 S 00 140 120 12 100 80 o p01 — I I � E— 10 89b -.-00 �- %00 01 UAL/ %100 04 80 L-- O V N EXH -. U THRU Q 4-- ROOF JACK� — � � EF-1 120 F7 F— 0 \29U •� +- >� Q I I bif-.3 Cr � I Q I EF i i Unit C 1 - Level 2 Unit C1 - Level 1 4 21 � �, Scale: 1/4" = 1'-011 Scale: 1/4" = 1'-0" CIC Drawing Title: nit HVAC Plans ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 8'-0" 07/21/16 r~ UJ I SCALE: 1/4" = 1'-0" CL DRAWING SIZE =24X36 Pam* Cie RWP ENGINEERING REVISIONS: REVISIONS: 0 RWP Engineering, Inc. +% EEf/�� • LL CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING THIS REFRODUMON SHALL NOT N Consulting Engineers A WHOLLY PW�IOTHMN Industrial / Commercial / Utilities - 21st V) COOMM N W"SUCH Mr.OR Wmi A S A I M!SSA 8 DRAWN BY: RTH 7Ne PRM WPFM CONOW OF RWP 31 West Con roes St. Suite 305 Savannah, GA 31401 Q • B. 06/30/16 PRELIMINARY E+o1NE M M ph. (912) 231-9212 fx. (912) 231-9220 r W 7M ORANMG MLW Mn SE USED FOR ��.N ♦ J LAST REVISED BY: RTH 0. 07/21/16 ISSUE FOR CONSTRUCTION OR AM TM� RWP DWG. NO. -- 16PP02-MO2.dw M�� W caNsratx.•r1oN er R1P arc 9 Cie - ------ - - - - Seal rM i %,0 $®�l90®rpa��ago �® ®o No.67456 to • e ice% o �, � •009 v,� i�NA'L . rot-111`18111 III0% 07/21/16 i i � I I � I I ( 0 POOLE 6 POOLE ANITEGRE 3736 Winterfield Road, Suite 102 0 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net El 80 L— —J Project: AA-0003522 � I I I CADD File: Drawn By: Checked By: Permit Release Set: July 22, 2016 i Construction Release Set: Revisions No. Date Description I � 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 without prior written consent of Poole&Poole Architecture,LLC. Unit C1 - Alt 1 - Lev .I 3 To the best of the architects or 31engineers knowledge,the plans and Scale: 1/411 = 1 -0�� 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. T DRYER EXHAUST --- - T HOOD — - - H EXHAUST 0 TH HP-4 T - JLU� RA ��\ 1 _ _ 00 IL-1- — J-0 ff N AHU-4 EF-1 140 120 114 s N Q0,N 00 — o �• 100 80 o p >1 j F-- 100 USU 80 _ _ JC -� I o 'N U N U � e N EXH - 0 co THRU C JACK _ .U ® -� -C_ F— 100 EF-1 - •NI. L L m _ 20 -�\Zu Q Q 1cr JJ FF :1 F I Q I I EF i I i i Unit C1 - Alt 1 - Lev 12 Unit C1 - Alt 1 - Level 1 Scale: 1/4 - 1 -0 Scale: 1/4 - 1 -000. _ Drawing Title: nit HVAC Plans ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 8'-0" 07/21/16 SCALE: 1/4" = 1'-0" LV CL DRAWING SIZE =24X36 RWP ENGINEERING REVISIONS: REVISIONS: LL SUPPLIED FOR USE ONLY FOR WORK' RWP Engineering, Inc. t+�\M E E//�� M204 ,� AUTHORIZED BY RWP E1NGINI 7 141%INC. ` is CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING THIS SHALL Nor NE Consulting Engineers WHOLL CR PW EXCWr NN 1?/ Industrial / Commercial / Utilities RODUCED EITHER ' t tW CONNECTION WITH SUCH�OR WITH ANN,NEN:9�� DRAWN BY: RTH B. 06/30/16 PRELIMINARY >�PRIOR WRITTEN CONSENT of r.w 31 West Congress St. Suite 305 Savannah, GA 31401 Q TM ORMW0 W ph. (912) 231-9212 fx. (912) 231-9220 �i mar K I FM CONSTRUCTION OR FAMATIONUNTIL �NNN SN J LAST REVISED BY' RTH 0. 07/21/16 ISSUE FOR CONSTRUCTION COSam c S CHECM AM � RWP DWG. N0. -- 16PP02-M02.dwg W Seal 00 $too@#& Is �► : ai + +, h'o.67456 LEGEND do ABBREVIATIONSPLUMBING NOTES PLUMBING FIXTURE SCHEDULE DRAINAGE SUPPLY PRODUCTS SLOPE OF HORIZONTAL DRAINAGE PIPE ®�! 0,181toses IS 10 ABOVE GROUND PIPING 1. HOT AND COLD WATER PIPING ABOVE GRADE SHALL BE TYPE L I I SIZE MINIMUM SLOPE HARD DRAWN COPPER TUBING CONFORMING TO ASTM B-88 w/ UNLESS OTHERWISE INDICATED PLUMBING MOD ARE AS SHOWN. 1. UNLESS OTHERWISE INDICATED, NUMBERS ARE JAY R. SMITH OR 188111111114 ®`o I VENT PIPING (V) SWEAT JOINTS AND CAST OR WROUGHT FITTINGS. IF PERMITTED EQUIVALENT PRODUCTS: KOHLER, CRANE, ELJE , OLSONITE, EQUIVALENT PRODUCTS: ZURN, JOSAM OR WADE. (INCHES) (INCHES PER FOOT) BY LOCAL CODE, CPVC MAY BE SUBSTITUTED FOR COPPER PIPING SPERZEL., DELTA, SIMMONS, BRADLEY, GERBER, CHURCH, BENEKE, (CW) COLD WATER PIPING ABOVE GRADE. JOINTS SHALL BE MADE WITH LEAD FREE SOLDER, CENTOCO, HALSEY TAYLOR, FIAT, STERN-WI S, ZURN. 2. CO - EXPOSED CLEANOUT - UNFINISHED AREAS 2 1/2 or LESS 1/4 07/21/16 J. W. HARRIS "BRIDGIT" OR EQUIVALENT. COU) WATER PIPING BELOW JAY R. SMITH FIG. 4470 CAST BRONZE COUNTERSUNK PLUG - - {HW) HOT WATER PIPING GRADE AND UNDER SLAB SHALL BE TYPE L COPPER TUBING w/ CAST OR WC-1 WATER CLOSET - FLOOR MOUNTED - TANK - ELONGATED BOWL - 1.6 GPF WITH SLOT TO RECEIVE 1/2" THICK STEEL BAR STOCK. 3 to 6 1/8 HUB DRAIN (HD) WROUGHT FITTINGS AND JOINTS SAME AS ABOVE GRADE. JOINTS SHALL " " ® NOT BE PERMITTED UNDERNEATH FLOOR SLABS. WATER PIPING BELOW AMERICAN STANDARD CADET ELONGATED PRESSURE-ASSISTED TOILET #2333.100, 3. WCO - WALL CLEAN OUT - FINISHED AREAS FLOOR DRAIN (F.D.) GRADE THROUGH CONCRETE SHALL BE PROTECTED WITH PLASTIC SLEEVES. AMERICAN STANDARD #5311.012 "LAUREL* SEAT w/ COVER. McGUIRE 169 MIFAB RD1454-RD6 PLUMBING FIXTURE SUPPLY TO WALL w/WHEEL HANDLE STOP. WALL NIPPLE AND CONNECTIONS 2. SANITARY, WASTE, VENT, AND STORM PIPING ABOVE GRADE ESCUTCHEON AND FLEXIBLE RISER. 4. FCO - FLOOR CLEANOUT - CONCRETE FLOORS FLOOR CLEANOUT AT CHANGE OF DIRECTION (FCO) SHALL BE NO HUB CAST IRON w/ STAINLESS STEEL COUPLINGS. WATER CLOSET SUPPLY TO BE BRAIDED STAINLESS STEEL. JAY R. SMITH FIG. 4031, C.I. CLEANOUT WITH GASKET SEAL SCH. 40 DWV PVC w/ SOLVENT JOINTS MAY BE SUBSTITUTED IF THREADED PLUG FOR EASY REMOVAL„ ADJUSTABLE ROUND NICKEL FIXTURE HOT COLD WASTE ( --- CLEANOUT AT BASE OF STACK (WCO) APPROVED BY LOCAL CODE OFFICIAL PVC PIPING SHALL NOT IMB-1 ICE MAKER SUPPLY BOX - RECESSED BRONZE TOP WITH SECURING SCREWS, SPEEDI-SET OUTLET TAG FIXTURE TYPE SUPPLY SUPPLY CONNECT. �� COMMENTS BE LOCATED IN RETURN AIR PLENUM SPACES. OATLEY 38811 ICE MAKER BOX w/ADJU ABLE FACE PLATE> CONNECTION. " " " r BALL VALVE (B.V.) ICE MAKER WATER SUPPLY TO BE BRAIDED STAINLESS STEEL 5. FCO - - BT-1 BATHTUB 1/2 1 2 2 2 FLOOR CLEANOUT TILE FLOORS � 3. SANITARY WASTE BELOW GROUND SHALL BE CAST IRON w PUSH W- 1/2 - in ire - -4 1. UNION ON JOINTS, OR SCH. 40 DWV PVC w SOLVENT JOINTS. / WMB WASHING MACHINE BOX - RECESSED: JAY R. SMITH FIG. 4151, C.I. CLEANOUT WITH GASKET SEAL / OATLEY 38894 SINGLE LEVER VALVE; BOX w/FACE PLATE AND THREADED PLUG FOR EASY REMOVAL, ADJUSTABLE ROUND NICKEL FD FLOOR DRAIN WITH TRAP PRIMER - - 3" 2" �- CHECK VALVE (C.V.) TAIL PIECE. WATER SUPPLY CONNECTOR TO BE BRAIDED STAINLESS STEEL BRONZE TOP RECESSED FOR TILE WITH SECURING SCREWS, HB-1 WALL HYDRANT-FROST PROOF - 1/0 4. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL SPEEDI-SET OUTLET CONNECTION. HYDRANT (NFWH), (NFYBH) PLUMBING CODE AND ALL APPLICABLE LOCAL CODES AND ORDINANCES, IMB-1 ICE MAKER - LATEST EDITION. LV-1 LAVATORY - COUNTERTOP - SINGLE LE R - POP UP DRAIN: 6. FCO - FLOOR CLEANOUT - CARPETED FLOORS " " GATE VALVE (G.V.) KS-1 KITCHEN SINK 1/2 1/2 1-1/2 1-1/2 �v 19 AM.STD. X0491.019 - ROUND WHIT.. 501 SINGLE LEVER FAUCET JAY R. SMITH FIG. 4031-Y, C.I. CLEANOUT WITH GASKET SEAL 5. ALL PIPING PENETRATING CEILINGS AND WALLS SHALL BE INSTALLED WITH AERATOR AND DRAIN. THREADED PLUG FOR EASY REMOVAL, ADJUSTABLE ROUND NICKEL LV-1 LAVATORY 1/20 1/2* 2" 1 1/2- NATURAL /2"NATURAL GAS PIPING w/ CHROME PLATED ESCUTCHEONS AT THE PENETRATION. ALL PIPING McGUIRE #170 SUPPLY TO WALL, 1/2" SWEAT, 5" EXTENSION TUBE BRONZE TOP COMPLETE WITH STAINLESS STEEL CARPET MARKER SH SHOWER 1/2" 1 2 2" 2" POOLE POOLE ANITIGUE PENETRATING EXTERIOR WALLS AND ROOFS SHALL BE FLASHED IN AN WALL ESCUTCHEON WHEEL HANDLE STOP AND FLEXIBLE 3/8"02" RISER. WITH SECURING SCREW, SPEEDI-SET OUTLET CONNECTION. WC-1 WATER CLOSET FLUSH TANK - 1/2" 3" 2" FLOOR MOUNT ABV ABOVE APPROVED MANNER AND SHALL BE PROTECTED AS REQUIRED BY THE LAVATORY WATER SUPPLY TO BE BRAIDED STAINLESS STEEL 3736 Winterfield Road, Suite 102 LOCAL CODE AUTHORITY. ANY PIPING PENETRATING A RATED ASSEMBLY CHROME PLATED McGUIRE 8872 P- 1 1/4"x1 1/4" WITH CAST BRASS NUTS 7. YCO - YARD CLEANOUT - EXTERIOR PAVED / CONCRETE AREAS WMB WASHING MACHINE BOX 1/2" 1/2" 2" 2" Midlothian, Virginia 23113 AFF or A/F ABOVE FINISH FLOOR SHALL BE EQUIPPED WITH APPROVED FIRE STOP. AND CLEANOUT PLUG. CARRIER BY J , SMITH, ZURN OR WADE AS REQUIRED. JAY R. SMITH FIG. 4261-U C.I. FLANGED HOUSING WITH HEAVY DUTY C.I. COVER, LIFTING DEVICE, GASKET SEALTelephone 804.225.0215 AFG ABOVE FINISH GRADE 6. ROUTE RELIEF VALVE DISCHARGE FROM WATER HEATER TO P- LV-2 LAVATORY - WALL HUNG - SINGLE R - POP UP DRAIN THREADED PLUG, V.P. SCREWS IN COVER. NOTE: WATER SYSTEM SIZING IS BASED ON ALL WC BEING TANK (VALVE) TYPE TOILETS. www.2pa.net TRAP ON FIRST FLOOR. AMERICAN STANDARD 0355.012 NEW LU ERNE 20" 8" VITREOUS CHINA A/C ABOVE CEILING x1" 8. YCO - YARD CLEANOUT - EXTERIOR UNSURFACED AREAS AA-0003522 7. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED BY WALL HUNG LAVATORY WITH 4 BACKSLASH, FRONT OVERFLOW, WALL SAME AS FOR PAVED CONCRETE AREAS EXCEPT CLEANOUT SHALL A/S ABOVE SLAB THE BUILDING STRUCTURE AND SHALL NOT REST ON THE HANGER, AND PUNCHED ON 4" CENTS , DELTA 501 SINGLE LEVER FAUCET " " CEILING TILES OR CEILING STRUCTURE. WITH AERATOR AND POP-UP DRAIN. BE SET IN 24 x 12 CONCRETE PAD FLUSH WITH SURFACE. Project: ( ATP AUTOMATIC TRAP PRIMER McGUIRE X170 SUPPLY TO WALL, 1/2" SWEAT, 5" EXTENSION TUBE g, WATER HAMMER ARRESTORS CADD File: 8. SHOP DRAWINGS & SUBMITTALS SHALL BE SUBMITTED AND APPROVED WALL ESCUTCHEON WHEEL HANDLE STOPAND FLEXIBLE 3/8"x12" RISER. B/G BELOW FINISH GRADE BY THE ARCHITECT PRIOR TO ORDERING, PURCHASING OR FABRICATING CHROME PLATED McGUIRE 8872 P- 1 1/4"x1 1/4" WITH CAST BRASS NUTS JAY R. SMITH 5000 SERIES ALL STAINLESS STEEL "IiYDROTROLs" ON BOTH COLD AND HOT WATER LINES. INSTALL Drawn B r ANY MECHANICAL EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE AND CLEANOUT PLUG. CARRIER BY JO , SMITH, ZURN OR WADE AS REQUIRED. y' i B/R BELOW ROOFALL EQUIPMENT SCHEDULED ON THE DRAWINGS; PLUMBING IN AN UPRIGHT POSITION AT ALL QUICK CLOSING VALVES, FIXTURES AND TRIM; WATER HEATERS AND ACCESSORIES, PIPE, KS-1 KITCHEN SINK - TWO COMPARTMENT DISPOSER: SOLENOIDS AND PLUMBING FIXTURES. LOCATE AND SIZE AS Checked By: j B/F BELOW FLOOR w INDICATED ON DRAWINGS. WHERE NOT SHOWN ON DRAWINGS, VALVES AND FITTINGS; SANITARY AND WATER RISER DIAGRAMS; STERLING - PRO 3322-6 STAINLESS EL w/STERUNG 083-0620 WATER HEATER SCHEDULE Permit Release Set: B/C BELOW CEILING INSULATION. FAUCET. McGUIRE #170 SUPPLY TO 1/2" SWEAT, 5" EXTENSION TUBE WATER AND SIZE IN ACCORDANCE WITH P.D.I. STANDARD WH B/S BELOW SLAB 9. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS WALL ESCUTCHEON WHEEL HANDLE STOP AND FLEXIBLE 3/8"x12" RISER. July 22, 2016 CHROME PLATED McGUIRE 8912 P-TRAF1 1 1/2"x1 1/2" WITH CAST BRASS NUTS 10. HB - WALL HYDRANT - EXPOSED FIXTURE kW WATER TEMP. COLD WATER ELECTRICAL AND REQUIREMENTS OF ALL PLUMBING EQUIPMENT WITH THE AND CLEANOUT PLUG. JAY R. SMITH FIG. 5609 NON FREEZE 3/4" CAST BRONZE VOLUME LOCATION MODEL NAME & No. ACCESSORIES Construction Release Set: DN DOWN ELECTRICAL DRAWINGS, AND SHALL FURNISH EQUIPMENT WIRED No. INPUT DELIVERED SUPPLY SUPPLY KITCHEN SINK WATER SUPPLY TO BE BRAIDED STAINLESS STEEL HYDRANT WITH BRONZE CASING, INTEGRAL VACUUM BREAKER, FOR THE VOLTAGES SHOWN THEREIN. CHROME PLATED FACE, AND SIZED IN ACCORDANCE WITH WALL WH-1 4.4 kW 50 GALLON 12O•F 3/4" 24OV, 1 0 IN closet off Garages AO SMITH ENT-50 Tall 1,2,3,4 FCO FLOOR CLEANOUT D-1 DISPOSAL THICKNESS. 10. WATER PIPING ROUTED ABOVE CEILINGS AND IN EXTERIOR BADGER I with 1/2 HP MOTOR Revisions WALL CLEANOUT WALLS SHALL BE ROUTED ON HEATED SIDE (UNDERSIDE) OF 11. FD - FLOOR DRAIN - GENERAL PURPOSE/MECHANICAL ROOM CEILING INSULATION AND ON HEATED SIDE (INSIDE) OF WALL HB-1 WALL HYDRANT - FROST PROOF " ACCESSORIES NO. Date Description INSULATION. " " JAY R. SMITH FlG. 2220-94C.1. 8 1/2 DIA. DRAIN WITH SAFE-SET 1. T&P RELIEF VALVE ON TANK AND THERMOSTATIC EXPANSION VALVE ON INLET CONNECTION p On V VENT WATTS MODEL FHB-1, 1/2 INLET, VAC UM BREAKER, 3/4 HOSE OUTLET. SPECIFY BUCKET, C.I. GRATE, SPEEDI-SET OUTLET CONNECTION. WALL SIZE BY LOCATION. 2. DIRECT VENT PIPING TO OUTSIDE OF GARAGE. STM STORM WATER PIPING 11. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE 12. FD - FLOOR DRAIN - TOILET ROOM WITH THE MANUFACTURER'S RECOMMENDATIONS. MV-1 TEMPERED WATER MIXING VALVE 3. GATE VALVES WITH UNIONS ON INLET & OUTLET CONNECTIONS. 1 JAY R. SMITH FIG. 2005-A6-P-94 C.I. FLOOR DRAIN WITH 6" NICKEL TP TRAP PRIMER 12. ALL PLUMBING SYSTEMS AND EQUIPMENT SHALL BE WATTS REGULATOR SERIES MMV-M1 MIXING VALVE WITH 3/4" INLETS AND OUTLET. BRONZE STRAINER, SPEEDI-SET OUTLET CONNECTION AND TRAP 4. DRAIN PAN WITH FLOAT SWITCH, WIRED TO INHIBIT HEATERS WHEN ACTIVATED WMG WATER MOTOR GONG WARRANTEED FOR A PERIOD OF ONE YEAR AFTER START-UP. PRIMER CONNECTION 13. ALL WORK SHALL BE COORDINATED AND PERFORMED WITH PRIOR 13. TP - TRAP PRIMER GAS COCK (G.C.) JAY R. SMITH FIG. 2698 WATER SAVER TRAP PRIMER WITH 1 1/4- 1 SS SANITARY APPROVAL OF THE OWNER TO SUIT HIS/HER OPERATING CONDITIONS.WASTE INLET AND OUTLET, 17 GAUGE SATIN CHROME PLATED P-TRAP. MAY 14. ALL PLUMBING EQUIPMENT REQUIRING ELECTRICAL POWER BE USED WHEN FD & HD ARE TOO CLOSE TO FIXTURE. SP STAND PIPE RISER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH 14. TP - AUTOMATIC TRAP PRIMER PIECE OF EQUIPMENT. COORDINATE SWITCH TYPE (FUSED OR JAY R. SMITH FIG. 2699 CAST BRONZE TRAP PRIMER WITH AIR PORTS STM STORM NON-FUSED) WITH ELECTRICAL DRAWINGS. ON THE BODY TO PREVENT SIPHONAGE OF TRAP WATER. USE WHEN VTR VENT THRU ROOFFD OR HD ARE REMOTELY LOCATED OR ABOVE THE CEILING. 15. WATER HEATERS SHALL BE INSTALLED WITH DRAIN PANS UNDERNEATH ELEMENT PENETRATING FDC FIRE DEPARTMENT CONNECTION HEATERS. ROUTE PAN DRAINS TO P-TRAP ON FIRST FLOOR. 15. VENT STACK SLEEVE THE RATED ASSEMBLY JAY R. SMITH FIG. 1740 C.I. SLEEVE FOR USE AS A COUNTER FLASHING 16. ALL SHOWER HEAD ARMS SHALL BE SECURED TO ADJACENT WHERE ROOFING MEMBRANES ARE TERMINATED AT THE VENT STACK 1 FDV FIRE DEPARTMENT VALVE STRUCTURE. PROTRUDING THROUGH THE ROOF. i F PIPING 17. ALL COLD WATER, HOT WATER, AND DRAIN PIPING AT HANDICAPPED HOT WATER 16. ELECTRIC WATER COOLERS - WALL HUNG FIXTURES SHALL BE INSULATED WITH SELF SEAL ARMAFLD( 2000 OR SUPPLY JAY R. SMITH FIG. 830 SUPPORT WITH UPRIGHTS OF HIGH STRENGTH I PIPE RISE (UP) EQUIVALENT, 1/2" WALL THICKNESS, INSULATION SHALL BE WHITE IN STEEL WITH WELDED BASES BOLTED TO THE FLOOR. FOR STEEL RATED ASSEMBLY PIPE DROP (DN) COLOR AND SHALL FIT SNUGLY AROUND THE PIPE. STUDS, USE M31 RECTANGULAR UPRIGHTS. I I -- I OC P-TRAP 18. TOPS OF ALL FLOOR DRAINS SHALL. BE SET FLUSH WITH FINISHED 17. HD - HUB DRAIN/INDIRECT WASTE DRAIN I FLOOR. FACTORY DRAIN PAN MIFAB FS1750 2" HUB DRAIN >11 YCO YARD CLEANOUT 3/4" T&P RELIEF DRAIN 19. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC VALVE ©2016 Poole&Poole Architecture,LLC PLENUM SPACES SHALLMEET CODE REQUIREMENTS FOR SMOKE AND RD ROOF DRAIN Drawings and specifications are and shall remain the COMBUSTIBILITY. g RL RAIN LEADER PIPING PACK GAP WITH MINERAL WOOL OR property of Poole&Poole Architecture,LLC and shall not be used or reproduced in whole or part in any form 20. ALL HOT AND COLD WATER SHALL BE INSULATED IN ACCORDANCE WITH APPROVED 3M FIRESTOP MATERIAL without prior written consent of Poole&Poole FULL SIZE CEMENT IN PLACE OR EQUAL AND Architecture,LLC. DS DOWN SPOUT THE INTERNATIONAL ENERGY CODE, LATEST EDITION. TO HUB WITH SILICONE SEALANT To the best of the architects or DRAIN BFP BACK FLOW PREVENTER 21. POTABLE WATER SYSTEM (BOTH HW & CW) LINES SHALL BE DISINFECTED "�'- engineers knowledge,the plans and AS P FEDERAL SPECIFICATION BB-C-120, AND SUBSEQUENT TO THE DRAIN PAN- �specifications comply with the DISINFECTION, WATER SAMPLES SHALL BE SENT TO THE LOCAL HEALTH 3" MIN. DEEP. DCBFP DOUBLE CHECK BACK FLOW PREVENTER DEPARTMENT FOR TESTING. THE LOCAL HEALTH DEPARTMENT APPROVAL UNDERNEATH SHALL BE OBTAINED BEFORE THE SYSTEM IS PUT INTO SERVICE OR USED CALIBRATED WATER HEATER applicable minimum building codes DDCV DOUBLE DETECTOR CHECK VALVE FOR HUMAN CONSUMPTION. PRESSURE VERELIEF COLD WATER SECTION NOTE: MAINTAIN and the applicable fire-safety standards as determined by the local DCV DOUBLE CHECK VALVE 22. SUBMITTAL OF EQUIPMENT DATA SHEETS IN ELECTRONIC PDF FORMAT IS SUPPLY NOT TO SCALE RATING AT ANY authority in accordance with 2014 REQUIRED FOR ALL CONDENSER UNITS, AIR HANDLING UNITS, AND ANY RATED ASSEMBLY. FBC and Chapter 633 statutes. WHA WATER HAMMER ARRESTOR, wSIZE0 OTHER ITEMS SHOWN ON THE LEGEND AND ABBREVIATIONS TABLE. COLD NFWH NON FREEZE WALL HYDRANT 23. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A SUPPLY LINE NARRATIVE SUPPORTING HIS CLAIM THAT ANY PROPOSED EQUIPMENT FROM METER. DD DECK DRAIN SUBSTITUTION NOT SPECIFICALLY ALLOWED ON PROJECT DRAWINGS AS SUBSTITUTIONS IS EQUIVALENT TO THE EQUIPMENT SPECIFIED ON AD AREA DRAIN PROJECT DRAWINGS. RATED ASSEMBLY DETAL j WM WATER METER 24. SUBMITTAL OF ANY SHOP DRAWING THAT IS TO BE UTILIZED IN THE 61 INSTALLATION PROCESS IS ALSO REQUIRED. AAV AIR ADMITTANCE VALVE 25. ALL SUBMITTALS SHALL BE DELIVERED TO THE ENGINEER OF RECORD WATER HEATER PIPING ELEMENT PENETRATING AIR COMPRESSED AIR IN THE ELECTRONIC PDF FORMAT FOR REVIEW AND FURTHER ACTION. THE RATED ASSEMBLY scale: NTS VAC VACUUM r HD HUB DRAIN HWR HOT WATER RETURN PACK GAP WITH MINERAL WOOL OR APPROVED 3M FIRESTOP MATERIAL e CONNECT TO EXISTING CEMENT IN PLACE OR EQUAL AND WITH SILICONE SEALANT � E >1 NOTE: MAINTAIN RATING AT ANY 0 RAT •_ � �-- 0 ED ASSEMBLY. C U_ O G O 'V) U M 1 U 4) O p a� RATED ASSEMBLY U E PENETRATION DETAIL 0- C_ scale: NTS CO 0 •i -f- Q Q Q Q i i I i Drawing Title: i General Plumbing Notes, Legends & Details ISSUE FOR CONSTRUCTION 07/21/16 W CL tamCie RWP ENGINEERING REVISIONS: REVISIONS: '"S 6"RMn= =C OF""RWP O opo,W.aaWM Ano B RM BY RW« W_ RWP Engineering, Inc. ����MEE�r/�� PI 0 0 CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING nes INFIMCUMON SKL Wr a Consulting Engineers � Z ist � 0DISCLOM.UM OR REMMUM MR WHMLOR IN PMA EXCM w Industrial / Commercial / Utilities N COME==W N 91"uSL OR Wm+ 4 f M 17 t 11 DRAWN BY: DLM B. 06/30/16 PRELIMINARY 7K PRIOR WWM CO�r OF RWP 31 West Congress St. Suite 305 Savannah, GA 31401 Q ENW*MtM W_ usm POI ph. (912) 231-9212 fx. (912) 231-9220 •� ,� UJ LAST REVISED BY: DLM 0. 07/21/16 ISSUE FOR CONSTRUCTION �* RWP DWG. NO. -- 16PP02-P01.dwg t Seal R. pe$•.et+ 9 `s OR tio.674r56 '� go ® .« " O a -.4 + m ark ��s "~�= �'�► i i 07/21/16 I i i i i I I POOLE 6 POOLE ANITE(TRE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 I Telephone 804.225.0215 www.2pa.net AA-0003522 i Project: i CADD File: Drawn By: Checked By: Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description I I I i I I i I I i I i I �� ❑ 10 2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the j 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. II I To the best of the architects or engineers knowledge,the plans and I specifications comply with the I II I I 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. I LV-2 Ul N I I I WC I I i SH— I II 3/4«CW 3/4-CW/HW B/D N i. 3/4"HW I _ — WATER METER BT-1 LM (SEE CML DWGS.) I I I IN DW-1 S-fi 1 3/4-HW UP/DN �+= Q 000, N I I4w- 3/ 3/4 CW UPLl �) LV-2 3/4 UP IC I C7 I W UP I W3/4"CW I I I Q m ro o N U „ 3/4"CW D I I 1"C E 0 U 3/4 HW — — 3/4-CW— — — I 0 I -C_ — — — REF y 0) — —3/4"HW I _ 3/ I 3/4«H N I I I I " _ 3/4"CW •� �. '` 3/4 CW � " ( WC 1 I —J 3/4"HW •L .+- 1- I « Q. �- I ( Q LV_ I Q I IF 3/4-HW DN • I ( TER HEATER 10 ff T- « M C60S Q 3/4 CW DN 3/4-HW DN qF 1H _ 3/4-CW DN I Unit B1 - Level 3 Unit B1 - Level 2 Unit B1 - Level 1 3 Scale: 1 4" = 1'-0" - - / Scale: 1/4" - 1' 0" 1 Scale: 1 4" = 1'-0" I I i C4$.'. Drawing Title: Unit Plumbing Supply Plans cb��A ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 8'-0" 07/21/16 �- SCALE: 1/4" = 1'-0" W CL DRAWING SIZE =24X36 lamRWP ENGINEERING REVISIONS: REVISIONS: TM "'6'1001C10"°F AN "'"P U_ ENONE0060,NC_ RWP Eng�neer�ng, Inc. +��MEE!/!, CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING THS RtrRODUC H MALL Hoy K Consulting EngineersDwa am MOM � � WHaiY�OR PW�IN Industrial / Commercial / Utilities is t V) CONN OMM VM SUCH USE,OR WffH JOIN 11 E t 1 DRAWN BY: DLM B. 06/30/16 PRELIMINARY TW PRM WWM COMW OF RNP 31 West Congress St. Suite 305 Savannah, GA 31401Q .NOM ph. (9 2) 231-9212 fx. (912) 231-9220 LJJ J LAST REVISED BY: DLM 0. 07/21/16 ISSUE FOR CONSTRUCTION ��` n RWP DWG. NO. -- 16PP02—P02.dwg �N!�� , w � -- -- - Seal 4 0 fibfir a eo q �, �P 07/21/16 i i i I POOLE POOLE AR(HITEGRE 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 i i I I I i i i 1/2" I s-1 —DW-1 LV-2 i ©2016 Poole&Poole Architecture,LLC _J Drawings and specifications are and shall remain the 3 U I I property of Poole&Poole Architecture,LLC and shall not = N MB I ( be used or reproduced in whole or part in any form without prior written consent of Poole&Poole 6 O Architecture,LLC. WC IO To the best of the architects or engineers knowledge,the plans and specifications comply with the SH-1 applicable minimum building codes and the applicable fire-safety standards as determined by the local authority in accordance with 2014 1 I I FBC and Chapter 633 statutes. 1 WATER METER j - 3/4-CW I (SEE CIVIL DWGS.) I 3/4-HW -1 I 3/4"CW 1 BT I I I I 3/4"HW I I i I 3 LV-2 I v I " O � L J I I CW ER 3/4"CW4400 1 3/4-HW 11 4"Cw 3/4-CW N 3/4 HW " 3/4 CW DN .1 PMWO 3/ U IN -+0— C:1 • ._ i " WATER EATER 3/4 HW DN MECH CLOSET E u F PT� L L= F=1 E C- C-1 ­4 L I I L_ I I I >_ C I � U / N O 4- � I � c— v m 10) .0 L4 2'HWL WC_ .�... CO Q wC _ L�N I I Cr Q i � I I i I I II o U i I i I i i Unit B2 - Level 3 Unit B2 - Level 2 B2 - Level 1Scale: 1/4" = 1'-0" 2 Scaie: 1 4" = 1'-0" O=Unit I 1 4" = 1'- " / Sca e. / 0 i j i i i i Drawing Title: Unit Plumbing Supply Plans i ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 8'-0" 07/21/16FE I� SCALE: 1/4" = 1'-0" W CL i DRAWING SIZE =24X36 RWP ENGINEERING REVISIONS: REVISIONS: THS IS A REPROWC11OHN AN MVP 0 SUPPM FOR USE ONIX FORRWP Engineering, Inc• +o�ME E! • CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING THS r:ersoou "s�NOT ee Consulting Engineers '� 211 U MOLLYDISCLOSEDR PW �ar►ese Industrial / Commercial / Utilities St V CONPOMION wrFH SUCH use.as win+ A j#g+r e :r,s DRAWN BY: DLM B. 06/30/16 PRELIMINARY n,e PRW AMEN CONserrr of RW 31 West Congress St. Suite 305 Savannah, GA 31401 Q ENGINEEMNO.INC. TM OMW MUST NOT SEUSED ph. (912) 231-9212 fx. (912) 231-9220 0 ,� W FOR carsrRucnoN OR vAerxwTaN uNrrL .41 e t. W LAST REVISED BY:DLM 0. 07/21/16 ISSUE FOR CONSTRUCTION �w RWP DWG. NO. -- 16PP02—P02.dwg p, I C Seal s P i to Ido®67456 ti v w � � • a 07/21/16 I I I I ! 3 1 POOLE POOLE AMITKIRE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 i 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 REF DW-1 � O 3/4-HW UP/DN I ©2016 Poole&Poole Architecture,LLC H I 3/4"C O 3/4-CW UP Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall not 1 B/G be used or reproduced in whole or part in any form CW no:1L_S_ _ _ without prior written consent of Poole&Poole LV-2 — LV-2 Architecture,LLC. WC-1 a 3/4"HIM I To the best of the architects or vII = 1 B/G I I engineers knowledge,the plans and specifications comply with the Ti 1 M I applicable minimum building codes Iand the applicable fire-safety standards as determined by the local BT-1 I rh authority in accordance with 2014 0 _ FBC and Chapter 633 statutes. I31 I = 3/4-HW UP II 1/2"HW DN I I 3/4-HW UP/ WC-1 ; w I 34CWUP ILI .1 / o I 3/4-CW UP C LV-2 3 4" IW DN 3/4-CW DN 1"CW RISER IWMB V-1 I IIIII 1/2 W D I �- 1I I I I 3/4 CW - I l� -i + J 1111,4 V WH 1 3/4-HW — — I " W WATER HEATER >. " " UNDER STAIRS _ 3 4 C� 3/4 CW UP I I I LV-2 \ / " 3/4 HW UP I +�— \ / I p •� ._ II o E c: u- WATER METER E I •- U � I (SEE CML DWGS.) O � I � Cy I E ._ 4- L .�.. m �. Q Q Cr C: ._ I I IL Q I I I I I i I I Unit B3 - Level 3 Unit B3 - Level 2 Unit B3 - Level 1 3 II _ 11 2 11 11 1 11 _ II Scale: 1/4 - 1 -0 Scale: 1/4 1 -0 Scale: 1/4 - 1 -0 Drawing Title: Unit Plumbing Supply Plans 7a1S1SLUa:E_:FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 8'-0" 07/21/16 SCALE: 1/4" = 1'-0" W CL DRAWING SIZE =24X36 RWP ENGINEERING REVISIONS: REVISIONS: SUPPLE)FOR USE ONLY FOR WORK RWP Engineering, Inc. �,•�•�E��• , �- AUTHOROM 9Y RWP ENOINEEIRO INC. ` is '� o CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING THIS SHAu.NOT eE Consulting Engineers .,WHOLL OR INPART EXCEPT MRODUCEDM Industrial / Commercial / Utilities t cHM W CONNECTION 1IWIH SUCH USE.OR WITH 'T E r I V I A S 1 I" THE rIeaR WRQ CONSENT of RNP 31 West Comess St. Suite 305 Savannah, GA 31401 DRAWN BY: OLM B. 06/30/16 PRELIMINARY nENGINEE1041 W.usEo Foa ph. (912) 231-9212 fx. (912) 231-9220 0 ,� W CONSTRucTTON OR FA9lOCAlION� ♦ANN E•• W LAST REVISED BY: DLM 0. 07/21/16 ISSUE FOR CONSTRUCTION a MAM `R RWP DWG. NO. -- 16PP02—P02.dwg IY � Seal -W O° No.674156 I go to 10 ® eQ� 4a 0 07/21/16 , I i I I 1/2-CW DN 1/2"HW DN I ° POOLE POOLE AR(HITEGRE LV-2 0 ! 3736 Winterfield Road, Suite 102 �— —� Midlothian, Virginia 23113 Telephone 804.225.0215 wNvw.2pa.net AA-0003522 JF1 F Project: I ) CADD File: Drawn By: Checked By: Permit Release Set: July 22, 2016 Construction Release Set: I Revisions No. Date Description i I I i I I I i Unit C 1 - Level 3 ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the 3 �� — property of Poole&Poole Architecture,LLC and shall not Scale: 1/4 — 1 -0�I 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 3 4"HW DN 3/4-HW DN standards as determined by the local authority in accordance with 2014 3/4-CW DN 3/4-CW DNHB FBC and Chapter 633 statutes. 4E f4=kf9= - ecw_3L�__t_i _ _ LV-2 LV-2 WC-1 8T- 1"CW RISER I " V-1 Ll::� WH-1 3/4 CW L-L 3/4-HW I -1 ( I REF 3/4"C UP 3/4"HW DN II 3/4-HW UP BELOW STAIRS WATER METER (SEE CIVIL DWGS.) I BTTy -2 - - � HW DN 3/4 CW UP 5001 "CW DN ( " -2 I I 3/4 HW UP _O c: u- I c� = 3 0 '�n U C.) I a� LV-2 O — — m U E_ } .� Q O Q Cr I .................. a I I I Unit C 1 - Level 2 Unit C I - Level 1 Scale: 1 4't - 1'-0" 1 Scale: 1 4" - 1'-0't / / CIO Drawing Title: nit Plumbing Supply Plans ISSUE FOR CONSTRUCTION 1 I 4'-0" 0'-0" 4'-0" 8'-0" 07/21/16 >I-- SCALE: 1/4" = V-0" CL DRAWING SIZE =24X36 RWP ENGINEERING REVISIONS: REVISIONS: TMs, °F,n'6 � SUPPLED FOR USE MLY FOR RWP Enqineer�ng, Inc. �E E P2 3 CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING M r�ARMIroN�Har UJ K Consulting Engineers WHOLLY ON� Industrial / Commercial / Utilities i st V) CON1010M WH SUCH USF,OR WRH r r r r e r:r r , DRAWN �� DLM B. 06/30/16 PRELIMINARY ,HE PMOR WWW CCHso+r°r RWP 31 West Congress St. Suite 305 Savannah. GA 31401 Q W. ph. (912) 231-9212 fx. (912) 231-9220 r � W COMMMM OR FAMAMM Un'"' LAST REVISED BY: DLM 0. 07/21/16 ISSUE FOR CONSTRUCTION � No esumFORc RWP DWG. NO. -- 16PP02—P02.dwg � Seal --, ' IV '% e • v i f 011 10 i No.67456 : ,* 1 - • r s • �s 10 10 4clo 11%10 • o • 41� 07/21/16 I I II I I 1/2-CW DN I1/2"HW DN I IF ci LJ_ I POOLE POOLE AR(HITI(TRE 3736 Winterfield Road, Suite 102 j I o Midlothian, Virginia 23113 LL Telephone 804.225.0215 i I ❑ www.2pa.net AA-0003522 LV—Z I Project: I CADD File: Drawn By: I I Checked By: IPermit Release Set: July 22, 2016 Construction Release Set: Revisions lI No. Date Description I I I F_ ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the property of Poole&Poole Architecture,LLC and shall no be used or reproduced in whole or part in any form i without prior written consent of Poole&Poole Architecture,LLC. To the best of the architects or engineers knowledge,the plans and UUnit C 1 - Alt 1 - Level 3 specifications comply with the applicable minimum building codes 3 Scale: 1/4�� — 1�-0�� and the applicable fire-safety standards as determined by the local authority in accordance with 2014 FBC and Chapter 633 statutes. 3/4-HW DN 3/4-HW DN 3/4-CW DN 3/4-CW DN HB 00 QO _ _ r.W — — — — — — LV-2 LV-2 BT— — — — — — 4__�z__ — WC—, 1"CW RISER 3/4"CW LV-1 ' I L U. WH—, _rJ I ' I REF 3/4"HW —1 I I I II C 3/4"HW DN I 3/4-C UP BELOW STAIRS I I 3/4-HW UP I I c IQ BT-2 WATER METER I — � 00 3 W DN (SEE CIVIL DWGS.) +- � LL - CW DN " -� I- I _2 ( 3/4 CW UP O •N U 3/4-HW U P r I I I I -+— m I ml 4- -�- �—E —0C:m I •� — I Q C ICrC) O Q —1 — I 0 0 I Unit C1 - Alt 1 - Level 1 'l 2 Drawing Title: Unit C1 - Alt 1 - Lev 1 2 Scale: 1/411 = 1'-0" Unit Plumbing Supply Plans Scale: 1/411 = 1 -0 11 [E: FOR CONSTRUCTION 07/21/16 De W CL 4'-0" 0'-0" 4'-0" 8'-0" O SCALE: 1/4" = V-0" 124 REVISIONS: TW 6" owmw+of N+RWP �N E E �� LL_ ENGINEERING REVISIONS: r 0 RWP Engineering, Inc. �+� ! ` 0 p DRAWING SIZE =24X36 A. 03/18/16 ISSUE FOR PRICING 1��01DWI W WKL War Consulting Engineers 21str CHECKED BY: DLMUM X010°°°" Industrial / Commercial / Utilities wHau.Y oa w weer oar M u r,r E r,r r r Q rM S " M USE.OR w� 31 West Congress St. Suite 305 Savannah, GA 31401 W YK `MUM parr awe ph E +maWc. . (912) 231-9212 fx. (912 231-9220 or DRAWN BY: DLM B. 06/30/16 PRELIMINARY W- TM aeu M musr War K USED FDR -11111 At W coWstWucnaW RV OR FAENCATM� Cie LAST REVISED BY: DLM 0. 07/21/16 ISSUE FOR CONSTRUCTION s Moff "N01°I°FOR RWP DWG. N0. -- 16PP02—P02.dwg corr�aucraW e � No. Seal a�� go C).-*# 11o.57455do • ON q me oop 07/21/16 i POOLE & POOLE AR(HITI(TRE i 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: CADD File: i Drawn y: Checked By: Permit Release Set: July 22, 2016 Construction Release Set: i Revisions No. Date Description co ©20 t 6 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 I I without prior written consent of Poole&Poole Architecture,LLC. I To the best of the architects or IIengineers knowledge,the plans and specifications comply with the ( I 4 SS DN I applicable minimum building codes 4M SS DN and the applicable fire-safety 2� standards as determined by the local 4-SS B/S authority in accordance with 2014 FBC and Chapter 633 statutes. ILV—Zm I I N' 20 2V- NC— tI C-1 I 2 I " — 4" 4"SS DN 4"SS DN 4"SS UP 4"SS zV SH-1 3„� I 3'VTR � >1 � �--- WC-1 I DW S-1 2V") LL 2� I I = � 1 _ �1 m O cn U +�� (nO do %K I 4L L 2" REF -U _ LL_ .� m _ I 2"VI Q F- Q 46 IV Lv�m �' J I 4*SS DN � Q L---=E:: ,/' I 2"SS UPON 4'SS DN WMB 0 4%S UP I 2"SS DN Unit Bl - Level 3 Unit B1 Level 2 Unit Bl - Level 1 2 3 „ - Scale: 1/4 - 1 -011Scale: 1/4" = 1'-0" Scale: 1/4 - 1 -0 I i ". Drawing Title: :- Unit Plumbing Waste Plans g ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 8'-0" 07/21/16 ~ 04 UJ SCALE: 1/4" = 1'-0" CL Cie P3 0 DRAWING SIZE =24X36 RWP ENGINEERING REVISIONS: REVISIONS: . _ RI�YP Engineering Inc. +���EE���� • O SUPPLIED FM UK ONX FM 040NOMM W. 9 9� o CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING x. + BE Consulting Engineers W D1CL0 FM�_,°"'� Industrial / Commercial / Utilities St ` V) cars+ocnan wrrH SUCH USE OR VM _ , c s RW 31 West Congress St. Suite 305 Savannah. GA 31401 < DRAWN BY: RTH B. 06/30/16 PRELIMINARY "'E , °F ph. (912) 231-9212 fx. (912) 231-9220 + LU �OR WT ME um ���rN AS �W LAST REVISED BY: RTH 0. 07/21/16 ISSUE FOR CONSTRUCTION ��,� RWP DWG. NO. -- 16PP02—P03.dwgrue I Seal i 00 s nr m No. 674516aw ® � a � 071 TA-�6 f . I I I i POOLE POOLE ARCHITECTURE 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 i Telephone 804.225.0215 www.2pa.net j AA-0003522 j Project: CADD File: Drawn By: Checked By: Permit Release Set: July 22, 2016 Construction Release Set: I Revisions No. Date Description i i i 2 2" 4 " — — — — �— CO V ao J_ —�— � U� 1 — S-1 DW-1\ _ I I ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the 4 2 4* WMB REF \ 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 I Architecture,LLC. WC 1 I 6c) FF;774" To the best of the architects or " 4"SS UP engineers knowledge, the plans and specifications comply with the 4"SS UP/DN I 4* applicable minimum building codes " and the applicable fire-safety j \ I 4 standards as determined by the local I 4-SS UP/DN authority in accordance with 2014 4 SS DN I FBC and Chapter 633 statutes. /2- 4-SS 4" N2" 3"VTR 3"VTR BT-1 2" N \ 2 2" 11 V" I -INV >1 S � �J\Lo 41 11 1 u 70 / o 'N U U 4" SS B D I �, U 4 a.-) ON UI 40SS DN EOM LV-2 Q Q WC—, II o I LL I Unit B2 - Level 3 Unit B2 - Level 2 Unit B2 - Level 1 3 Scale: i 411 = 1,-0,, „ _ , ,, _ / cal1/4 - - „ _ „ S e: i 0 Scale: 1/4 1 -0 I Drawing Title: Unit Plumbing Waste Plans IS UE FOR CONSTRUCTION f 4'-0" 0'-0" 4$-0" 8'-0" 07/21/16 FE SCALE: 1/4" = V-0" W DRAWING SIZE =24X36 RWP ENGINEERING REVISIONS: REVISIONS: THIS 6"REPRODUMN OF AN RWP AMCMW UY MP DMON4%W_ � 0 SUPPM FOR USE OWY FOR WOW ` O Engineering, Inc. ��`0 NO IS `�E El/�� P3 * CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING THIS MMMMON SHALL NOT S Consulting Engineers0 UJI WNDurMOSM �OR PROMM COMI IN ` Industrial / Commercial / Utilities ist caNrcraN rrr►i such use OR wmiA__ E_: DRAWN BY: RTH B. 06/30/16 PRELIMINARY n� wwrfM oaNEW OF RWP 31 West Congress St. Suite 305 Savannah, GA 31401 Q ENGNEDIN.W. ph. (912) 231-9212 fx. (912) 231-9220 UJ LAST REVISED BY: RTH COMMMON DR F uNtW NOr OE USED R ��*rr�• —� 0. 07/21/16 ISSUE FOR CONSTRUCTION is wo RWP DWG, NO. -- 16PP02—P03.dwg U i_ --- Seal I e` y • • No.67456 fr a ® � a0 ® afW ® v a �el�to,i i► go ® a • 10s ® °° V✓r ,® sae PCO a9�aaaaaas*� ice' I 07/21/16 `illfl I I I I I POOL[ POOL[� R i 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: CADD File: Drawn By: Checked By: I Permit Release Set: July 22, 2016 j Construction Release Set: Revisions No. Date Description I I I i 1 REF 1 I " Fr I DW-1 Q ©2016 Poole&Poole Architecture,LLC I 1kAVDrawings and specifications are and shall remain theLu I 3 property of Poole&Poole Architecture,LLC and shall not S_( be used or reproduced in whole or part in any form without prior written consent of Poole&Poole I LV-2 LV-2 WC-1 I I Architecture,LLC. I �p 2" To the best of the architects or engineers knowledge,the plans and " I specifications comply with the 1 4 I applicable minimum building codes and the applicable fire-safety standards as determined by the local 2" authority in accordance with 2014 a �-1 I �FBC and Chapter 633 statutes. I I 4'SS UP/DN 4"SS DN I I I I Z DN I I WC-1 I I � \ AV 2" C S-1 WMB 0 I j AAV I LV_1 j I I I I WMB 2" LL 4Y I I I 1 1 1 ry tip 111111111 4" 11 Vil H11 �� J "I-i Ll I 3W _ _ _ - - 4� �. I LV-2 \ / E >1 '> I I 41 10 0 o WC— \ 4 LL I I " --__--- E 2 _ / \ .� DeT 1 O U " I 0 U u co � � Q .......... . . ..........tLM •- ............ %%-.1 Cr I N Q I co I I I I Unit B3 - Level 3 Unit B3 - Level 2 Unit B3 - Level 1 3 2 I Scale: 1/4" = 1'-0" Scale: 1/4' = 1'-0" 1 Scale: 1 4" = 1'-0" i Drawing Title: Unit Plumbing Waste Plans ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 8'-0" 07/21/16 FE SCALE: 1/4" = 1'-0" U Cie j DRAWING SIZE =24X36 RWP ENGINEERING REVISIONS: REVISIONS: nM 6"R134M 004°F'AN RWP I 0 I SUPPM FOR USE ONLY MR RWP EngineeringAUYNOVAM AN RW 0409AEOVA W. , Inc. P302 .t�%�r E E t��� CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING THS RERooucrwN SIOLL WT K Consulting Engineers - 21 I DMCLOMUM wHoi Y OR IN AW� ` Industrial / Commercial / Utilities • st LLJN DRAWN BY; RTH OF RW 31 West Con roes St. Suite 305 Savannah, GA 31401 �""��E�_"'� B. 06/30/16 PRELIMINARY g .IC_ ph. (9 2) 231-9212 fx. (912) 231-9220 � W LAST REVISED 8Y• RTH 10N OR us7M MANIAC MUffr PAW K USED m *�4NN lit. —J 0. 07/21/16 ISSUE FOR CONSTRUCTION o c oN � RWP DWG. NO. -- 16PPO2—P03.dwg I� i i Seal �■ af♦ � C, �� •� go g r fig• 67456 M av 19�� pais$$ �adq'` � N. I j I 20% DN 7 POOLE POOLE ARCHITECTURE S-1 ❑ 0 3736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 www.2pa.net AA-0003522 Project: I— CADD File: Drawn By: I Checked By: IPermit Release Set: July 22, 2016 IConstruction Release Set: INI Revisions , No. Date Description I i L i I II� l l I Unit Cl - Level 3 1 3 ©2016 Poole&Poole Architecture,LLC Drawings and specifications are and shall remain the Scale: 1/4" 1'-0" be uprosed or reproduced in wholeof Poole&Poole eorture,LLC part in any form Hall not 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. 41SS DN 4'SS UP 4» SS B/F 00 3 — WM LV— LV-2 IM l� �0 2 WC-1 I du W � 41SS UP I w S-1 — 4» I F_r » F BT-1 2 21SS AAv >1 O 4*SS UP IFF :4 O O LV-2 s _ ° 3'VTR E � U_ 000 01 E 70 IZ 4" SS B/F \ O ' U i'n Lv_2Ec)o, m U O 0 �-- m .0 WC , L ° m ° D FQC:Q •- I ° � a I I ! I 0 0 I ❑ El I Cf.4N* I I 1 I� 1 i I U nit C1 - Level 2 Unit Cl - Level 1 2 1 Sc le: 1/4" = 1'-0" Scale: 1/4" = 1'-0" Drawing Title: ' Unit Plumbing Waste Plans ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 8'-0" 07/21/16 I SCALE: 1/4" = V-0" LU f CL DRAWING SIZE =24X36 NUM 130� RWP ENGINEERING REVISIONS: REVISIONS: U_ SUPFUM FM USE ONLY FOR RWP Engineering, Inc.AUTWWW BY RW DWEEN40.W_ �r E E t/ P393 CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING tws FAFAXXX7ae sw,u.Nor K Consulting Engineers09CU)SM OR Mn*R + LU wHour�OR I �IN Industrial / Commercial / Utilities = Z 1st COM MYM WMI SUCH USE,OR MTH M N 1 f less s s<< 1 DRAWN BY: RTH B. 06/30/16 PRELIMINARY nee wore WIMM CONSENr OF RWP 31 West Congress St. Suite 305 Savannah. GA 31401 Q aa►IEEPM.W. ph. (912) 231-9212 fx. (912) 231-9220 ♦ � UJ THS MWW MLW Nor K U30 FM CONSrRMMOftOft FAMAMNUWL LAST REVISED BY: RTH 0. 07/21/16 ISSUE FOR CONSTRUCTION SO=AS CHMM"00M FOR RWP DWG. NO. -- 16PP02—P03.dwg w I Seal ! �.' No.67456 s 1 s q a OR p�9,g�ygi i 07/21/16 i i I I I 2'DN ( 2" FT_ 7*T 7 POOLE 6 POOLE ANITE(TRE 3736 Winterfield Road, Suite 102 I S-1 ❑ Midlothian, Virginia 23113 0 Telephone 804.225.0215 www.2pa.net AA-0003522 00%( Project: ( I CADD File: IDrawn By: U I Checked By: i Permit Release Set: July 22, 2016 Construction Release Set: Revisions No. Date Description I I I i I 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 without prior written consent of Poole&Poole Architecture,LLC. Unit C1 - Alt 1 Level 3 To the best of the architects or 3engineers knowledge,the plans and Scale: 1/411 = 1'-0" 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. 41W ON 2" SS B F 4"SS t� 3 4" SS B/F l� LL--�] LV-2 LV-2 �-- oIL-1 - - 00 WC-1 ( �1 LV-1 1�1 M L� I w _ I 4'SS UP Air S-1 BT–1 2 4" ( 2"1 ( Trr 1- 7i FF 0 v-2 u- I 4"5S � � � � 3"VTR P E ,� I o M U � e p � a� 10M � m LV-2 OC 4" SS B/F � U I� 00% •— MC: V �- W .� j I WC , — — •F— m i Q e I I a I I o I I I I i I I I ! I i F_ -E 1- Cr F-1 I i U nit C 1 - Alt 1 - Level 2 Unit C1 - Alt 1 - Level 1 21 „ _ „ Scale: 1/4 = 1'-0" Scale. 1/4 - 1 -0 Drawing Title: Unit Plumbing Waste Plans ISSUE FOR CONSTRUCTION 4'-0" 0'-0" 4'-0" 8'-0" 07/21/16 FE ICY— SCALE: 1/4" = 1'-0" W IZ DRAWING SIZE =24X36 IY RWP ENGINEERING REVISIONS: REVISIONS: 0 RW12 Engineering, Inc. tNrE f, P3 • 4 CHECKED BY: DLM A. 03/18/16 ISSUE FOR PRICING 11.0 RE+RODUC M SNAIL Nor BE Consulting Engineers � �� � ilk WHOLLYOROR P *4 4Qt Industrial / Commercial / Utilities ' St N OONNECItOR WRN W04 USE.OR WIN �N���[t���� DRAWN BY: RTH B. 06/30/16 PREUMINARY TIME PRIOR WWM CONSEtrt OF RWP 31 West Congress St. Suite 305 Savannah, GA 31401 Q i 4 FM ph (912) 231-9212 fx. (912) 231-9220 �� W THIS OMM MUST WT BECONST1111 014 OR FAlRK'ATION UNM •FNM as J LAST REVISED BY: RTH 1 0. 07/21/16 ISSUE FOR CONSTRUCTIONSlic ASN BY my AM OESM IN RWP DWG. N0. -- 16PP02–P03.dwg Oe X Seal *41 ow t4o.674156 4r ow i F_ aw PU z E0 #117 13 2 JOB NORTH 07/21/16 d M 011 w, Ar "'M 30 -JJ 'n n n M a 13 G 0 93 0 :77-7777 POOLE & POOLE WHITE RE 13736 Winterfield Road, Suite 102 Midlothian, Virginia 23113 Telephone 804.225.0215 gKII-11 T M!" ............ vvvvw.2pa.net AA-0003522 Wc wp� P ect: WTM 1-1/2 v A.. roi CADD File: /20 CW 29 Drawn By: 1.1/2- COW. TO Checked By: BUILDING WATIM SUMY WE (SM BUILDING _j Permit Release e July 22, 2016 On, Construction Release Set: V Revisions 4 No. Date Description _j L-Juji A .4 BUILDING #6 .7 OVA r A .3, .11r CONN. v, 12 11,42*.-CW A 1.1/2- CONK M My WATM 1.1/20 iR WKNT �y (M (SEE 3 11N_5 �10 61 M _j 11_111111112 L �sipg 1/2- CC*K BUILDING #1 Su"PKLY 1�0 M My m? ......... 5 1% g, ogm 1/2- CONN. 70 awny (SEE I'MIN 'I 11111�, -17 IN IM WATrS 1.1/2 DCVA (SEE _j '7 M n n n 0 0 -C a a 0_� WATM 1.1/20 WVA�' Z M n R n n a n n R t (SEE CIVIL) L 0 2016 Poole&Poole Architecture,LLC L Drawings and specifications are and shall remain the L BUILDING #4 L L property of Poole&Poole Architecture,LLC and shall not BUIL)ING #5 be used or reproduced in whole or part in any form without prior written consent of Poole&Poole Architecture,LLC. _j To the best of the architects or engineers knowledge,the plans and _j r,�zl specifications comply with the -314 app ica e minimum ui ing co es and the applicable fire-safety standards as determined by the local F+--400 0 authority in accordance with 2014 FBC and Chapter 633 statutes. a 0 a a 0 a a a a a a n n 43 0 43-� a CI C3 a 13 M n n n 13 a n n n n R n n n 13 Plumbing Site Plan P3.5 Scale: 1/16 11 1 1-011 7: Z) 0 E ` u- E 7C) 0 U ry U E co < < Drawing Title: Al Plumbing Site Plan ISSUE FOR CONSTRUCTION, 07/21/16 Q� Lu CL NOTE, cj:� RWP ENGINEERING REVISIONS: REVISIONS: M 13 A REPRODUCTION OF AN IMP 0 ENGINEERM,INC.ORNIIIING AND 13 U_ SUPPLIED FOR USE MLY FOR RW12 Engineerin Inc. AUTHORIZED Off RWP ENGINIM040.INC. 9.0 CHECKED BY. DLM A. 03/18/16 ISSUE FOR PRICING 7M REPRODUCTION SH14L NOT'ME Consulting Engineers DISCUMM USED OR REPRODUM r LU WHOLLY OR IN PW QCCEPT IN Industrial / Commercial / Utilities St COWECTION WITH SUCH USE,OR WITH V) DRAWN BY. RTH B. 06/30/16 PREUMINARY 7HE WMM CONSIM OF RWP 31 West Congress St. Suite 305 Scvonnah, GA 31401 < ENONEERING.INC. THIS=W"MUST NU SE USED MR ph. (912) 231-9212 fx. (912) 231-9220 U-J! 7_. . CONSTRUCTION OR FABRICKTION UNTIL. LAST REVISED BY.-IRTH 0. 07/21/16 ISSUE FOR CONSTRUCTION MGM AS CHECI(ED AM 1381 FOR RWP DWG. NO. 16PP02—PO3.dwg Uj -CON15TRUCTION gy RWP ENOINIEERM INC.