C.14.2 - 200 Arnulfo Alonso Way - Drawings — original pdf

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CITY of AUSTIN C I P I D # 6066.052 CSP# CLM B339 ZILKER METRO PARK - ZILKER CLUBHOUSE REHABILITATION 2 0 0 A R N U L F O A L O N Z O W A Y A U S T I N , T E X A S 7 8 7 0 4 Consultants Owner Location Map Index of Drawings ARCHITECTS Limbacher & Godfrey Architects, Inc. 2124 East Sixth Street, Suite 102 Austin, Texas 78703 Ph: 512-450-1518, Fax: 512-320-1916 email: info@limbacher-godfrey.com STRUCTURAL ENGINEER Sparks Engineering, Inc. 933 North Flores Street San Antonio, Texas 78212 Ph: 210-229-0669 email: pat@sparksengineering.com MEP ENGINEER ACR Engineering, Inc. 3001 S. Lamar, Suite 210 Austin, Texas 78704 Ph: 512-440-8333 email: rtroncoso@acreng.com CIVIL ENGINEER Doucet & Associates 7401B Highway 71 West, Suite 160 Austin, Texas 78735 Ph: 512-583-2622 email: zxing@doucetengineers.com LANDSCAPE ARCHITECTURE Asakura Robinson 1224 E. 12th Street, #310 Austin, Texas 78702 Ph: 512-351-9601, Fax: 832-201-7198 email: brendan@asakurarobinson.com GRAPHIC DESIGN/INTERPRETIVE fd2s 1634 E. Cesar Chavez Austin, Texas 78702 Ph: 512-476-7733 email: croberts@fd2s.com CITY of AUSTIN SPONSORING DEPARTMENT Parks and Recreation Department Kimberly McNeeley, Director MANAGING DEPARTMENT Parks and Recreation Department Kimberly McNeeley, Director PROJECT MANAGER Parks and Recreation Department Ellen Colfax 919 West 28 1/2 Street Austin, Texas 78705 Ph: 512-974-9506 email: ellen.colfax@austintexas.gov CITY COUNCIL Mayor Steve Adler Council Member Natasha Harper-Madison Council Member Vanessa Fuentes Council Member Sabino Renteria Council Member Gregorio Casar Council Member Ann Kitchen Council Member Mackenzie Kelly Council Member Leslie Pool Council Member Paige Ellis Council Member Kathie Tovo Council Member Alison Alter City Manager Spencer Cronk . D V L B C A P - O M . D V L B R A M A L H T R O N EAST SIXTH STREET EAST FIFTH STREET C E S A R C H A V E Z BARTON S P R I N G S ROAD RIVERSIDE DRIVE ZILKER CLUBHOUSE TRUE NORTH PLAN NORTH T1.01 T1.02 C101 C102 C103 C200 C201 C202 C203 C204 C300 C301 C302 C400 C401 C500 L1.00 L1.01 L1.02 L1.03 L3.00 L3.01 L4.00 L4.01 L4.02 L4.03 L5.00 COVER COVER, Index of Drawings Design Data CIVIL DRAWINGS General Notes Overall Existing Conditions Exstg Clubhouse Site and Demolition ES Control Overall Sheet ES Control Plan Sheet 1 ES Control Plan Sheet 2 ES Control Plan Sheet 3 Overall Site Plan Site Plan Sheet 1 Site Plan Sheet 2 ES Control Detail and Tree List Sheet Grading Plan and Drainage Sheet Grading Plan and Drainage Sheet 2 Grading Plan and Drainage Sheet LANDSCAPE DRAWINGS Hardscape Plan Hardscape Details Hardscape Plan Hardscape Details Irrigation Plan Irrigation Details Planting Plan Planting Plan Planting Plan Planting Details Site Furnishing Plan BID DOCUMENTS FIRST ADVERTISEMENT DATE: XXX G-1 G-2 G-3 G-4 G-5 G-6 G-7 G-8 G-9 MEP1.0 MEP1.1 MEP1.2 M1.1 M2.1 M2.2 M3.1 M3.2 M3.3 E1.1 EL2.1 EP2.2 E3.1 E4.1 P1.1 P2.1 P2.2 P3.1 P3.2 GRAPHICS DRAWINGS SLP - Lookout Point SLP - Parking Lot SLP - Exterior Terrace SLP - Clubhouse ST-100 & 101 ST- 02 & 105 ST-108 Interpretive Signage at Terrace Interior Signage Exterior Signage Soldier Sheet MEP DRAWINGS Demolition Site Plan MEP Site Plan Lookout Point Site Plan Mechanical Demolition Plan Mechanical New Construction Plan Sections Mechanical Details VRF Refrigerant Riser Diagrams Mechanical Schedules Electrical Demolition Plan Lighting New Construction Plan Electrical Power New Construction Plan Electrical Riser Diagram Electrical Details & Schedules Plumbing Demolition Plan Waste & Vent New Construction Plan Domestic Water Plan Plumbing Details & Schedules Plumbing Details DDC1.1 DDC Controls Diagrams SP1.01 SP1.02 SP1.03 SP1.04 SP1.05 SP1.06 SP1.07 SP2.01 SP2.02 SP2.03 SP2.04 SP2.05 SP2.06 SP2.07 SP2.08 SP2.09 SP2.10 SP2.11 SP2.12 D1.01 A1.01 A1.02 A2.01 A3.01 A4.01 A5.01 A5.02 A5.03 A5.04 A5.05 A6.01 A8.01 A8.02 A9.01 A9.02 A9.03 A9.04 A9.05 S1.00 S2.00 S2.01 S4.00 ARCHITECTURAL DRAWINGS ALT #1: Site Plan—Lookout Point Site Plan Site Plan—Parking Site Details Gate Site Lighting, Gate Site Lighting West Terrace East Deck Oval East Terrace East Terrace East Terrace ALT #1: Lookout Point Dumpster Enclosure MEP Enclosure MEP Enclosure West Terrace Opening Details Guardrail Details Demolition Plan—Building Floor Plan Roof Plan Exterior Elevations Building Sections Exterior Details Interior Elevations Interior Elevations Interior Elevations Interior Elevations Interior Elevations Interior Details Interior Details Schedules Schedules Schedules Reflected Ceiling Plan Window and Door Details Door Details STRUCTURAL DRAWINGS Structural Notes Structural Site Plan Structural Plans Structural Plans "It is the policy of the City of Austin to involve certified Minority Owned Business Enterprises (MBEs) and Women Owned Business Enterprises (WBEs) in City contracting. MBE and WBE goals for this solicitation are contained in Volume II M/WBE Participation for construction projects." 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: COVER T1.01 x w v . 1 2 0 2 v r e v o C H C r e k l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v i t c A - 1 0 / E G A R O T S _ G L / s e m u o V l / 1 2 0 2 , 0 2 r e b m e c e D , y a d n o M 2 3 : 4 1 : 2 1 : e m a n e l i F : e t a D : e m T i P L A N N O R T H T R U E N O R T H MODEL TYPE DESCRIPTION TYPE FINISH NOTES SITE LIGHTING SCHEDULE MARK L-1.1 MFGR. BEGA Lightsphere Pole-Mounted SL-1.1 SELUX Saturn Cutoff Pole-Mounted SL-1.2 SL-1.3 SELUX SELUX Saturn Cutoff Pole-Mounted Saturn Cutoff Pole-Mounted SL-1.4 SELUX Saturn Cutoff Pole-Mounted SWL-SMPM Hockey Puck SWL-SMPM Hockey Puck SL-4.3 Gridshift SWL-SMPM Hockey Puck SL-4.4 SL-4.5 Gridshift Gridshift SWL-SMPM Hockey Puck SWL-SMPM Hockey Puck SL-4.6 Gridshift SWL-SMPM Hockey Puck SL-2.1 SL-2.2 SL-2.4 SL-2.5 BEGA BEGA BEGA BEGA SL-2.3 BEGA SL-2.08 BEGA SL-2.09 BEGA SL-2.10 BEGA SL-2.11 BEGA SL-3.1 SL-3.2 Designplan Designplan SL-3.3 Designplan SL-3.4 SL-3.5 Designplan Designplan SL-3.6 Designplan SL-4.1 SL-4.2 Gridshift Gridshift SL-4.7 SL-4.8 SL-5.1 SL-5.2 SL-5.3 SL-5.4 SL-5.5 SL-5.6 SL-5.7 SL-6.1 SL-6.2 SL-8.3 SL-8.4 SL-8.5 SL-8.6 SL-8.7 SL-8.8 Gridshift Gridshift Tivoli Tivoli Tivoli Tivoli Tivoli Tivoli Tivoli Ecosense Ecosense Tivoli Tivoli Tivoli Tivoli Tivoli Tivoli 33 055 33 055 33 055 33 055 33 055 33 055 33 055 33 055 33 055 Plin 1 Plin 1 Plin 1 Plin 1 Plin 1 Plin 1 Recessed Wall Luminaire Recessed Wall Luminaire Recessed Wall Luminaire Recessed Wall Luminaire Recessed Wall Luminaire Recessed Wall Luminaire Recessed Wall Luminaire Recessed Wall Luminaire Recessed Wall Luminaire Minimalist Bollard Minimalist Bollard Minimalist Bollard Minimalist Bollard Minimalist Bollard Minimalist Bollard SWL-SMPM Hockey Puck SWL-SMPM Hockey Puck Lightsphere Festoon Lightsphere Festoon Lightsphere Festoon Lightsphere Festoon Lightsphere Festoon Lightsphere Festoon Lightsphere Festoon RISE RISE Directional Directional Lightsphere Tree Light Lightsphere Tree Light Lightsphere Tree Light Lightsphere Tree Light Lightsphere Tree Light Lightsphere Tree Light SL-9.1 Luminii Kendo S Wet Static Rail Light SL-9.2 SL-9.3 Luminii Luminii Kendo S Wet Static Rail Light Kendo S Wet Static Rail Light SL-10.1 Gridshift CS-LFL Aluminum Floodlight with Hood ExtensionK Silver SL-10.2 Gridshift SL-10.3 Gridshift CS-LFL CS-LFL Aluminum Floodlight with Hood ExtensionK Silver Aluminum Floodlight with Hood ExtensionK Silver SL-10.4 Gridshift CS-LFL Sign Light SL-10.5 Gridshift CS-SIG Pole-Mounted Solar Collector Silver NA Silver Silver Silver Silver Silver Silver Silver Silver Silver Silver Silver Silver Silver Silver Silver Silver Silver Silver Silver Silver NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA SA SA SA A C.1 C.1 C.2 C.2 A A A A A A A A A I I I I I I J J J J J J J J D D D D A D D F F B B H H H H H H H H G G G K L SL-7.1 Lithonia D-Series Pole Mount Pole-Mounted SL-7.2 SL-8.1 Lithonia Tivoli D-Series Pole Mount Pole-Mounted Lightsphere Tree Light SL-8.2 Tivoli Lightsphere Tree Light Silver Silver DNAXD DNAXD SEE DETAIL 1/SP1.07 SEE DETAIL 1/SP1.07 NO LIGHTS, POWER CONNECTION ONLY. 1 SITE PLAN Scale: 1" = 100'-0" x w v . 3 1 8 0 1 2 e t i S H C r e k l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 2 / 4 : 1 0 : 5 l : e m a n e l i F 1 2 0 2 , 9 1 r e b m e v o N , y a d i r F : e t a D : e m T i CLUBHOUSE AND TERRACE PARKING LOT 4 5 0 . 9 ' 2/SP1.01 1 AND 2/SP2.03 1/SP1.02 EXISTING CHAIN LINK FENCE TO REMAIN 1/SP1.03 LOOKOUT POINT (ALTERNATE #1) 1/SP2.01 OVAL LAWN accessible sloped path hvac hvac telecom 1 SP2.09 hvac WEST TERRACE 1/SP2.02 existing paving a t h s i b l e p s e c c a 2 / A 5 . 0 5 CLUBHOUSE 5 1/2" 450.9' EAST DECK accessible sloped path interpretation new accessible route EAST TERRACE 1/SP2.04 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: SITE PLAN SP1.01 BUILDING AND TERRACES SITE PLAN Scale: 3/32" = 1'-0" 2 P N L O A R N T H NORTH 0 10 20 30 FT CEDAR LOG: 8-1/2" DIA. MIN. (LARGE END) 7-1/2" DIA. MIN. (SMALL END) TRIM BRANCHES LEAVE BARK ON SHARPENED STEEL ROD—5/8" DIA. x 18" L. HAMMER INTO ROCKY SURFACE 1'-0" 1'-0" 5'-0" 7'-0" 2 WOOD WHEEL STOP Scale: 1/2" = 1'-0" SAW-CUT BOTTOM EDGE x w v . 3 1 8 0 1 2 e t i S H C r e k l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 4 / 4 : 1 0 : 5 l : e m a n e l i F 1 2 0 2 , 9 1 r e b m e v o N , y a d i r F : e t a D : e m T i 2 / SP1.06 NEW GATE, SIGNAGE AND LIGHTING RE: 1, 2/SP1.05 NEW TRAIL (NIC) 1 / SP2.08 10° 0'- 5 " 9 65'-9" TREE 281 NEW WOOD WHEEL STOP—TYPICAL SEE 2/SP1.02 REFERENCE POINT 2 NEW BOULDER, TYPICAL PARKING LOT SITE PLAN Scale: 1" = 20'-0" 1 NORTH P N L O A R N T H 0 20 40 60 80 FT GENERAL NOTES 1. Field verify all dimensions. Field verify existing conditions. Notify Architect of any discrepancies between field conditions and the restoration or design intent. 2. Protect all historic and existing areas, including wall, floor and ceiling finishes. Protect all existing finishes shown to remain during the Work to prevent damage. Any damage sustained during the Work shall be repaired or replaced by Contractor to match existing conditions. 3. Protect all elements, finishes or surfaces uncovered beneath removed wall coverings, floor elements or other items to be removed or disturbed. Do not demolish or damage any elements or finishes exposed in the course of the work. Contractor shall notify Architect before removal of any material that may be historic. 4. Depictions of existing construction elements are taken from reference or record drawing information provided by the Owner, and are used for background and reference purposes. For clarity, not all equipment, ductwork, piping, panels, conduit, etc. may be shown in each view. 5. Actual field conditions might vary. Prior to start of Work, the Contractor shall visit the site and perform an inspection to become familiar with existing facilities and areas and determine the condition of existing elements to be affected and/or to remain. Other field investigations and/or minor adjustments may be required to complete the Work. 6. Should the Contractor encounter any questions or conflicts between drawing depictions, existing elements to remain, new restoration, the plans and/or specifications, the Contractor shall bring these conflicts to the attention of the Architect. Contractor shall seek clarification in writing prior to start of Work. 7. The Contractor is required to take due precautionary measures to protect the utilities or structures at the site. Interruption of utility services is not permitted without full coordination with the Owner. 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: SITE PLAN—PARKING SP1.02 LOOKOUT POINT—GENERAL VIEW (ALTERNATE #1) NEW TRAIL (NIC) NEW TRAIL (NIC) EXISTING TRAIL TO REMAIN NEW TRAIL (NIC) EXISTING TRAIL TO REMAIN EXISTING TRAIL TO BE REMOVED EXISTING TRAIL TO REMAIN NEW TRAIL (NIC) EXISTING TRAIL TO REMAIN 1 / SP2.07 (ALTERNATE #1) PROPOSED SITE PLAN—LOOKOUT POINT Scale: 1" = 30'-0" 1 x w v . 3 1 8 0 1 2 e t i S H C r e k l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 5 / 4 : 1 0 : 5 l : e m a n e l i F 1 2 0 2 , 9 1 r e b m e v o N , y a d i r F : e t a D : e m T i 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: SITE PLAN—LOOKOUT POINT SP1.03 1'-0" 2'-0" 4'-8" 6'-8" 1'-0" 2'-0" SL-10.3 SL10.4 SIGN LIGHT STEEL COLUMN WELD TO BASE PLATE BASE PLATE 12" x 12" x 1/2" WITH 4-6" x 1/2" HEADED STUDS AS SHOWN SIGN LIGHT 5 3/8" TYP. 6 GATE LEAF Scale: 1/2" = 1'-0" OBLIQUE VIEW This document is released for the purpose of REVIEW under the authority of S. Patrick Sparks, P.E. Texas License 70196 NOT FOR CONSTRUCTION PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 3'-4" 1'-4" E S U O H B U L C I E V R D D O O W G N I L L O R 2'-0" 4'-8" 1'-4" 2'-0" SIGN LIGHT SL-10.1 5'-4" SL-10.2 3'-4" SIGN LIGHT 1 GATE PLAN Scale: 3/8" = 1'-0" 4/SP1.05 H T R O N PLAN NORTH CENTER GATE ON EXISTING PAVEMENT 18'-10" 38'-4" " 4 - ' 1 " 8 - ' 1 SIGN LIGHT SIGN LIGHT SIGN LIGHT 2 2" ELEVATION Scale: 3/8" = 1'-0" 1'-8" C.L. ROAD 1'-8" TOP OF NEW WALL 5'8"0 ABOVE DATUM TOP OF NEW WALL 5'8"0 ABOVE DATUM CAPSTONE—2-1/4" TH'K. STONE—4" THICK WITH STONE ANCHORS @ 24" O.C. HORIZONTAL, 16" O.C. VERTICAL HECKMAN Z-WIRE WALL TIE 251 5/8" H.D. GALVANIZED THREADED ROD CONTINUOUS 5/8" H.D. GALVANIZED THREADED ROD @ 32" O.C. WITH NUT AND PLATE WASHER ANCHOR GROUT SOLID 2,500 PSI GROUT WITH CONCRETE RUBBLE FILL WITH MAX. AGGREGATE DIA. = 4" STONE SLAB—6" THICK 7/SP1.05 8'-6" CAST-IN-PLACE— EMBED 8" MIN. SQUARE STEEL TUBE FRAME 4" x 4" x 1/4" STEEL PICKET—3/8" x 1-1/2" WELD TO STEEL TUBE FRAME STEEL LATERAL SUPPORT 2" x 3/8" TH'K. WELD TO STEEL FRAME AND PICKETS BARREL HINGE SQUARE STEEL TUBE FRAME 4" x 4" x 1/4" STEEL PICKET—3/8" x 1-1/2" WELD TO STEEL TUBE FRAME STEEL PLATE 1-1/2" x 4-1/2" x 1/2" TH'K. " 4 - ' 6 " 0 - ' 5 SIGN LIGHT DATUM (ELEVATION AT C.L. OF ROAD) 4" 2" 2'-4" 7 DETAIL Scale: 1 1/2" = 1'-0" 1'-5" 1 1/2" 6" 3 1/2" " 3 " 5 STEEL STUD 1/2" DIA. WITH HEAD WELD TO STEEL PLATE STEEL PLATE WELD TO COLUMN STONE THICKNESS STEEL COLUMN 6" DIA. x .28" CAPSTONE—2-1/4" TH'K. 5/8" H.D. GALVANIZED THREADED ROD CONTINUOUS STONE—4" THICK WITH STONE ANCHORS @ 24" O.C. HORIZONTAL, 16" O.C. VERTICAL HECKMAN Z-WIRE WALL TIE 251 5/8" H.D. GALVANIZED THREADED ROD @ 32" O.C. WITH NUT AND PLATE WASHER ANCHOR GROUT SOLID 2,500 PSI GROUT WITH CONCRETE RUBBLE FILL WITH MAX. AGGREGATE DIA. = 4" " 4 - ' 2 " 8 " 0 - ' 6 " 4 " 0 - ' 2 " 2 5/SP1.05 3/SP1.05 " 8 " 8 CAPSTONE—2-1/4" TH'K. TOP OF NEW WALL 6'-4"0 ABOVE DATUM STONE—4" THICK WITH STONE ANCHORS @ 24" O.C. HORIZONTAL, 16" O.C. VERTICAL HECKMAN Z-WIRE WALL TIE 251 5/8" H.D. GALVANIZED THREADED ROD CONTINUOUS 5/8" H.D. GALVANIZED THREADED ROD @ 32" O.C. WITH NUT AND PLATE WASHER ANCHOR GROUT SOLID 2,500 PSI GROUT WITH CONCRETE RUBBLE FILL WITH MAX. AGGREGATE DIA. = 4" CENTER OF ROAD ELEVATION DATUM " 0 - ' 1 " 0 1 #4 BARS @ 12" O.C.E.W. MAX. #4 BARS @ 12" O.C.E.W. MAX. #4 BARS @ 12" O.C.E.W. MAX. GENERAL VIEW CONCRETE FOOTING " 0 1 EMBED THREADED ROD 6" MINIMUM INTO CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING EMBED THREADED ROD 6" MINIMUM INTO CONCRETE FOOTING EMBED THREADED ROD 6" MINIMUM INTO CONCRETE FOOTING 3'-0" 3'-0" 3 STONE WALL SECTION Scale: 1" = 1'-0" 4 STONE WALL SECTION Scale: 1" = 1'-0" 1'-4" 1'-4" 1'-0" 3'-8" 5 STONE WALL SECTION Scale: 1" = 1'-0" x w v . 1 2 0 2 v e t a G r e k l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v " 0 1 i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 4 / 1 : 2 3 : 5 l : e m a n e l i F 1 2 0 2 , 7 l i r p A , y a d s e n d e W : e t a D : e m T i 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: Gate SP1.05 9 18 18 8 12 7 5 6 18 14 12 14 15 10 15 15 13 11 20 4 21 19 1 2 19 20 3 19 2 20 21 21 16 16 17 17 1 DEMOLITION PLAN—BUILDNG Scale: 3/16" = 1'-0" N O R T H PLAN NORTH x w v . 1 2 0 2 v g d B H C r e k l i l i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l i l Z 2 / e s u o h b u C r e k l i l Z 0 2 0 - 9 1 / e v i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 0 / 0 : 0 5 : 1 l : e m a n e l i F 1 2 0 2 , 1 h c r a M , y a d n o M : e t a D : e m T i 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 DEMOLITION GENERAL NOTES 1. Building has lead-containing paints and coatings. Contractor to refer to included lead-containing materials report piror to conducting any work. Coordinate all demolition with report. Follow all local, state and federal regulations when removing any lead-containing materials. 2. Architect has no knowledge of any asbestos or other hazardous materials on jobsite. Contractor shall immediately isolate the affected area if asbestos or other hazardous materials are discovered during construction. Notify Owner for further instruction before proceeding with other work. 4. 3. Demolition plans are provided to give a general indication of the scope of the work. Confirm exact extent of the demolition on site. Items to be removed, relocated or salvaged are shown with dashed line and are as listed in the keyed demolition notes. All other items are intended to remain in place. Do not damage items, surfaces, finishes and building elements to remain. 5. Remove only non-load bearing construction and partitions. Contractor to verify, prior to removal, that no structural components, i.e. bearing walls, beams, headers, etc. supporting floor, roof or ceiling joists are designated for removal. Contact the Architect prior to removal of any construction in question or deviating from the design intent. 6. All service locations to be confirmed prior to the commencement of work. Maintain existing utilities to remain in service and protect against damage during demolition operations. 7. Protect all existing finishes shown to remain during demolition to prevent damage. Any damage sustained during demolition shall be repaired or replaced by Contractor to match existing conditions. 8. Protect all finishes uncovered beneath demolished wall coverings, or other removed elements. Do not damamge finishes uncovered in the demolition work. 9. All demolition activities shall be performed so as to produce minimal disturbance to existing facility. Maintain separation between areas undergoing demolition work and surrounding areas by providing temporary barriers to prevent dust migration. 10. Comply with local jurisdiction requirements for demolition work. 11. Where Contractor is designated to make removals, disposition of materials is the sole responsibility of the Contractor. All removed and demolished items/materials to be included in Waste Management Plan. (Re: Spec Section 01505-Construction and Demolition Waste Management.) 12. Carefully remove items identified for salvage and reinstallation. Store and protect until reinstallation. 13. Carefully remove items identified for salvage and conveyance to Owner. Coordinate delivery to Owner's storage facility, location to be identified. Assume location is within 10 miles of project site. 14. Refer to Structural, Mechanical and Electrical drawings for specific demolition notes regarding those disciplines. 15. Upon completion of demolition activities, clean the entire area of demolition to a tidy, uniform condition, removing all debris, dust partitions and associated materials used during the demolition. Clean all areas impacted by the demolition, including but not limited to, adjacent occupied areas and areas not within the scope of work. DEMOLITION KEYED NOTES 4 4. 5. 5 6 6. 7 7. 8 8. 1. 1 Carefully remove existing metal stud and plaster partitions. Remove associated wood door frames and doors. Remove associated plumbing fixtures and piping as noted in MEP drawings and specifications. Remove ceramic tile flooring and base. 2 2. Carefully remove existing metal toilet partitions. 3. Carefully remove existing mortared limestone exterior wall and wood 3 window sash and frame. Carefully remove existing masonry veneer finish and header and shelf trim. Carefully remove existing wood stud and plaster partitions. Remove associated wood door frames and doors. Remove associated plumbing fixtures and piping as noted in MEP drawings and specifications. Carefully remove existing wood door and frame. Carefully remove portion of existing masonry and plaster wall for new opening. Carefully remove existing wood stud and plaster partitions. Remove associated wood cabinets. Remove associated plumbing fixtures and piping as noted in MEP drawings and specifications. 9 9. Carefully remove existing wood framed partitions and associated wood door, sash and frames. Carefully remove existing hip roof and framing, exterior wood siding and air conditioning unit. 10 10. Carefully remove existing wood framed walls, roof framing and roof. 11 11. Carefully remove existing wood framed water heater enclosure, roof framing and roof. Remove associated water heater and piping, as noted in MEP drawings and specifications. 12. Carefully remove non-original door. Retain frame and repair and prepare as 12 needed for installation of restored wood door and hardware. 13 13. Carefully remove ceramic tile flooring. Remove plumbing fixtures and piping, as noted in MEP drawings and specifications. 14 14. Carefully remove non-original fixed sash panel and associated window unit air-conditioner. Retain frame and repair and prepare as needed for installation of restored operable wood sash and hardware. K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS 15. Carefully remove non-original sash infill panel or cabinet element. Retain 15 frame and repair and prepare as needed for installation of restored operable wood sash and hardware. Retain existing sash units and repair and prepare NOV 19, 2021 DATE: REVISIONS: as needed for restoration. 16. Carefully remove non-original limestone planters. 16 17 17. Remove existing slab and its stone topping. 18 18 Carefully remove non-original laminate flooring and vinyl base. DEMOLITION PLAN—BUILDING 19 19 Carefully remove existing ceramic tile and base. 20 20 Remove existng concrete slab as may be required to create access for new plumbing installations. D1.01 21 21. Carefully remove non-original door and salvage for reinstallation. M O D E L N U M B E R T R A D E N A M E P R O D U C T M A T E R I A L M O D E L N U M B E R T R A D E N A M E P R O D U C T M A T E R I A L M O D E L N U M B E R T R A D E N A M E P R O D U C T M A T E R I A L M O D E L N U M B E R T R A D E N A M E P R O D U C T M A T E R I A L M O D E L N U M B E R T R A D E N A M E P R O D U C T M A T E R I A L M O D E L N U M B E R T R A D E N A M E P R O D U C T M A T E R I A L M O D E L N U M B E R T R A D E N A M E P R O D U C T M A T E R I A L M O D E L N U M B E R T R A D E N A M E P R O D U C T M A T E R I A L 1/A2.01 1 / A3.01 1/A5.04 3 4 O-37 REST ROOM 3 5 13 O-35 2 29 O-36 17 16 18 19 4 20 21 15 14 13 12 GREEN ROOM 4 1 O-31 O-25 12 O-24 6 O-27 STORAGE 5 CORR. 6 11 O-23 O-26 1 O-22 7 8 O-4 O-5 O-32 O-33 O-34 O-30 10 MECH. 7 O-29 O-28 O-41 12 JAN. 8 9 OUTLET SCHEDULE HEIGHT AFF 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 40" 18" 18" 18" 18" 18" 18" 40" 40" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 40" 40" 40" 18" 18" 18" 40" 18" 18" 18" 84" MARK O-1 O-2 O-3 O-4 O-5 O-6 O-7 O-8 O-9 O-10 O-11 O-12 O-14 O-15 O-16 O-17 O-18 O-19 O-20 O-21 O-22 O-23 O-24 O-25 O-26 O-27 O-28 O-29 O-30 O-31 O-32 O-33 O-33 O-34 O-35 O-36 O-37 O-38 O-39 O-40 O-41 GENERAL NOTES 1. Field verify all dimensions. Field verify existing conditions. Notify Architect of any discrepancies between field conditions and the restoration or design intent. 2. Protect all historic and existing areas, including wall, floor and ceiling finishes. Protect all existing finishes shown to remain during the Work to prevent damage. Any damage sustained during the Work shall be repaired or replaced by Contractor to match existing conditions. 3. Protect all elements, finishes or surfaces uncovered beneath removed wall coverings, floor elements or other items to be removed or disturbed. Do not demolish or damage any elements or finishes exposed in the course of the work. Contractor shall notify Architect before removal of any material that may be historic. 4. Depictions of existing construction elements are taken from reference or record drawing information provided by the Owner, and are used for background and reference purposes. For clarity, not all equipment, ductwork, piping, panels, conduit, etc. may be shown in each view. 5. Actual field conditions might vary. Prior to start of Work, the Contractor shall visit the site and perform an inspection to become familiar with existing facilities and areas and determine the condition of existing elements to be affected and/or to remain. Other field investigations and/or minor adjustments may be required to complete the Work. 6. Should the Contractor encounter any questions or conflicts between drawing depictions, existing elements to remain, new restoration, the plans and/or specifications, the Contractor shall bring these conflicts to the attention of the Architect. Contractor shall seek clarification in writing prior to start of Work. 7. The Contractor is required to take due precautionary measures to protect the utilities or structures at the site. Interruption of utility services is not permitted without full coordination with the Owner. 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 1/A5.02 25 24 O-20 O-21 O-19 O-15 26 KITCHEN 2 23 22 O-18 O-17 O-16 5 O-1 O-2 O-3 1 0 . 2 A / 6 1 0 . 2 A / 5 6 1 4 MAIN ROOM 1 2 A5.01 3 1 0 . 2 A 4 / 1 0 . 3 A / 2 27 28 1 O-7 O-6 2 11 1 2 3 4 5 1 / 2 " 7 8 9 10 2.00% Fall 5 6 3/A2.01 1 / A3.01 FLOOR PLAN Scale: 3/16" = 1'-0" 1 : 1 1 2 F a l l N O R T H PLAN NORTH 0 10 20 x w v . 1 2 0 2 v g d B H C r e k l l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 0 / 0 : 0 5 : 1 l : e m a n e l i F 1 2 0 2 , 1 h c r a M , y a d n o M : e t a D : e m T i 1 0 . 2 A / 2 1/A5.03 1 0 . 3 A / 2 0 1 9 8 4 / A3.01 3 / A3.01 2 1 11 14 HALL 9 5 O-11 O-12 7 O-8 O-9 6 3 15 O-10 7 REST ROOM 10 11 3 / A3.01 4 / A3.01 K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: FLOOR PLAN A1.01 1 2 9 8 6 5 4 1 3 1 2 W - 1 3 W - 1 4 W - 1 5 W - 5 W - 6 W - 1 W - 2 W - 3 W - 4 W - 7 W - 8 W - 9 W - 1 0 W - 1 1 7 3 1 0 W - 1 2 1 4 1 5 1 1 W - 1 9 W - 1 6 W - 1 7 W - 1 8 W - 2 1 W - 2 2 W - 2 0 W - 2 3 W - 2 4 W - 2 5 W - 2 6 W - 2 7 W - 2 8 W - 2 9 MORTAR WASH AS CAP 1/A2.01 1 / A3.01 4" MIN. CONCRETE INFILL WITH 4 x 4 #10x10 WWM EXISTING STONE CHIMNEY TO REMAIN 1 x 1 #10 x 10 WWM. PIN TO INSIDE OF CHIMNEY OPENING. . I N M " 4 6 FLUE INFILL Scale: 1 1/2" = 1'-0" NEW FLUE INFILL SEE 6/A1.02 NEW FLUE INFILL SEE 6/A1.02 2 0 . 1 A / 2 2 0 . 1 A / 2 2 / A1.02 2 0 . 1 A / 3 4 / A 1.0 2 3 / A1.02 3 / A1.02 2 0 . 1 A / 3 4 / A 1.0 2 1 0 . 2 A 4 / 1 0 . 3 A / 2 x w v . 1 2 0 2 v g d B H C r e k l l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 0 / 0 : 0 5 : 1 l : e m a n e l i F 1 2 0 2 , 1 h c r a M , y a d n o M : e t a D : e m T i 2 / A1.02 5 / A 1.0 2 5 / A 1.0 2 2 / A1.02 1 ROOF PLAN Scale: 3/16" = 1'-0" 3/A2.01 0 10 20 1 " " 1 4 1/2" 4 1 / 2 " 1" RIDGE 4 1 / 2 " " 2 / 1 1 1/2" DRIP EDGE 6 " 1 1 / 4 " 1 1 / 4 " DRIP EDGE AT BAY WINDOW 6" 6 " VALLEY METAL FLASHINGS ROOF DETAIL Scale: 3" = 1'-0" 9 NEW METAL FLASHING NEW ROOF SHINGLES AND WATERPROOFING SYSTEM NEW PROTECTION BOARD NEW RIGID INSULATION—1" EXISTING WOOD DECKING TO REMAIN EXISTING WOOD FRAMING TO REMAIN GENERAL NOTES 1. Field verify all dimensions. Field verify existing conditions. Notify Architect of any discrepancies between field conditions and the restoration or design intent. 2. Protect all historic and existing areas, including wall, floor and ceiling finishes. Protect all existing finishes shown to remain during the Work to prevent damage. Any damage sustained during the Work shall be repaired or replaced by Contractor to match existing conditions. 3. Protect all elements, finishes or surfaces uncovered beneath removed wall coverings, floor elements or other items to be removed or disturbed. Do not demolish or damage any elements or finishes exposed in the course of the work. Contractor shall notify Architect before removal of any material that may be historic. 4. Depictions of existing construction elements are taken from reference or record drawing information provided by the Owner, and are used for background and reference purposes. For clarity, not all equipment, ductwork, piping, panels, conduit, etc. may be shown in each view. 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 NEW RIDGE CAP 5. Actual field conditions might vary. Prior to start of Work, the NEW METAL FLASHING NEW ROOF SHINGLES AND WATERPROOFING SYSTEM NEW PROTECTION BOARD NEW RIGID INSULATION —1" EXISTING WOOD DECKING TO REMAIN EXISTING WOOD FRAMING TO REMAIN Contractor shall visit the site and perform an inspection to become familiar with existing facilities and areas and determine the condition of existing elements to be affected and/or to remain. Other field investigations and/or minor adjustments may be required to complete the Work. 6. Should the Contractor encounter any questions or conflicts between drawing depictions, existing elements to remain, new restoration, the plans and/or specifications, the Contractor shall bring these conflicts to the attention of the Architect. Contractor shall seek clarification in writing prior to start of Work. 7. The Contractor is required to take due precautionary measures to protect the utilities or structures at the site. Interruption of utility services is not permitted without full coordination with the Owner. PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 2 0 . 1 A / 2 2 / A1.02 2 / A1.02 DRIP EDGE ROOF DETAIL Scale: 1 1/2" = 1'-0" 2 1 0 . 2 A / 2 RIDGE CAP ROOF DETAIL Scale: 1 1/2" = 1'-0" 3 1 0 . 3 A / 2 VALLEY ROOF DETAIL Scale: 1 1/2" = 1'-0" 4 DRIP EDGE AT BAY WINDOW ROOF DETAIL Scale: 1 1/2" = 1'-0" 5 NEW METAL FLASHING NEW ROOF SHINGLES AND WATERPROOFING SYSTEM NEW PROTECTION BOARD NEW RIGID INSULATION —1" EXISTING WOOD DECKING TO REMAIN EXISTING WOOD FRAMING TO REMAIN NEW METAL FLASHING (AT BAY WINDOW ONLY) NEW METAL FLASHING NEW ROOF SHINGLES AND WATERPROOFING SYSTEM NEW PROTECTION BOARD NEW RIGID INSULATION —1" EXISTING WOOD DECKING TO REMAIN EXISTING WOOD FRAMING TO REMAIN K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: ROOF PLAN A1.02 1 EAST ELEVATION Scale: 1/4" = 1'-0" 16 17 21 6 22 24 25 2 NORTH ELEVATION Scale: 1/4" = 1'-0" 12 13 14 15 23 6 NORTH ELEVATION Scale: 3/16" = 1'-0" L-7 1 2 3 4 5 6 7 8 9 10 2 2 3 11 5 L-7 29 29 1 3 WEST ELEVATION Scale: 1/4" = 1'-0" 1/A4.01 x w v . 1 2 0 2 v g d B H C r e k l l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 0 / 0 : 0 5 : 1 l : e m a n e l i F 1 2 0 2 , 1 h c r a M , y a d n o M : e t a D : e m T i 4 SOUTH ELEVATION Scale: 1/4" = 1'-0" 18 19 4 26 27 28 5 4 20 5 SOUTH ELEVATION (Partial) Scale: 3/16" = 1'-0" GENERAL NOTES 1. Building has lead-containing paints and coatings. Contractor to refer to included lead mitigation documents prior to conducting any work. Coordinate all demolition with lead mitigation documents. Follow all local, state and federal regulations when removing any lead-containing materials. 2. Field verify existing conditions. Notify Architect of any discrepancies between field conditions and the restoration or design intent. 3. Protect all historic and existing building elements, including stone work, wood trim, doors and windows. Any damage sustained during the Work shall be repaired or replaced by Contractor to match existing conditions. 4. Protect all elements, finishes or surfaces uncovered beneath removed wood stairs, trim or other items to be removed or disturbed. Do not demolish or damage any elements or finishes exposed in the course of the work. Contractor shall notify Architect before removal of any material that may be historic. EXTERIOR NOTES Note that most elements depicted are existing, to remain. New work is described 1. See Owner's separate lead mitigation documents for required lead paint below. removal requirements. 2. Perform repair to wood trim, using material matching existing adjacent conditions in appearance, dimension and detail. Assume a total of 20% of wall area of wood trim patching, in small areas scattered across the wall surface. 3. 4. Prepare wood surfaces to receive new paint finish. Provide 3-coat opaque finish system, using replica historic paint colors identified in Owner's paint analysis investigation. 5. Remove window sashes and doors for repair. Secure openings with temporary enclosure that will not damage adjacent wall/trim. 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: EXTERIOR ELEVATIONS A2.01 W - 1 6 W - 1 7 W - 2 1 W - 2 2 W - 2 4 W - 2 5 6 W - 5 W - 1 2 W - 1 3 W - 1 4 W - 1 5 2 W - 1 W - 2 W - 3 W - 4 W - 5 W - 6 W - 7 W - 8 W - 9 W - 1 0 W - 1 1 2 3 1 W - 1 8 W - 1 9 W - 2 6 W - 2 7 W - 2 8 W - 5 4 W - 2 9 W - 2 9 W - 2 0 4 W - 2 3 2 / A4.01 29 CEMENTITIOUS SHEATHING (CUT TO SIZE FROM HARDI-BOARD PANELS—PAINT EXISTING STONE WALLS TO REMAIN FACE OF NEW CONCRETE SLAB SEE 12/A9.04 ) D E S O P X E ( " 2 - ' 1 1 0 . 4 A / 3 " 4 / 3 8 - ' 1 " 4 / 3 0 - ' 6 x w v . 1 2 0 2 v g d B H C r e k l l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 8 / 1 : 7 2 : 7 l : e m a n e l i F 1 2 0 2 , 8 h c r a M , y a d n o M : e t a D : e m T i 1 PARTIAL ELEVATION Scale: 1/2" = 1'-0" 1/A9.04 2/A9.04 12/A9.04 2 WALL SECTION Scale: 3/4" = 1'-0" 4/A9.04 3/A9.04 EXTERIOR INTERIOR 7'-4" (CONTRACTOR FIELD VERIFY) THROUGH WINDOW PLAN SECTION Scale: 3/4" = 1'-0" 3 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 This document is released This document is released for the purpose of REVIEW for the purpose of REVIEW under the authority of under the authority of S. Patrick Sparks, P.E. S. Patrick Sparks, P.E. Texas License 70196 Texas License 70196 NOT FOR NOT FOR CONSTRUCTION CONSTRUCTION PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: EXTERIOR DETAILS A4.01 W - 2 9 CAMBRIDGE SOUND SOUND MASKING SYSTEM SPEAKERS: 3" DIA. CONTROL MODULE: QT 300 PRODUCT REP: TIM McFAIL 470.456.6616 c. 877.627.5464 o. SOUND MASK COMPONENTS WN-1 WN-2 WN-3 WN-4 WN-5 WN-6 WN-7 WN-8 WN-9 WN-10 WN-11 WN-12 WN-14 WN-15 SPEAKER SPEAKER SPEAKER SPEAKER SPEAKER SPEAKER SPEAKER SPEAKER SPEAKER SPEAKER SPEAKER SPEAKER SPEAKER CONTROL MODULE L-3.1 L-3.2 L-3.2 L-7.1 FCU-15 FCU-14 L-2.3 L-2.4 L-2.5 NEW PARTITION HEADRAIL EXISTING WOOD ROOF STRUCTURE AND WOOD ROOF DECKING—PAINT EXISTING WOOD ROOF STRUCTURE AND WOOD ROOF DECKING—PAINT L-12.1 L-0.1 FCU-1 FCU-13 L-5.8 NEW CEILING ACCESS 30" x 30" CLEAR—MIN. EXISTING WOOD ROOF STRUCTURE AND WOOD ROOF DECKING—PAINT L-11.1 L-11.2 L-5.9 L-10.1 L-1.1 FCU-3 FCU-5 L-1.2 FCU-7 L-1.3 FCU-9 FCU-11 L-1.4 NEW PARTITION HEADRAIL FCU-2 FCU-4 FCU-6 FCU-8 FCU-10 NEW GYP. BD. CEILING—PAINT L-5.1 L-1.1 L-5.3 L-5.4 WN-4 L-5.5 L-9.7 L-9.8 L-9.1 L-4.8 WN-8 L-4.9 L-4.5 L-4.6 L-4.7 L-4.10 WN-7 L-9.2 L-9.3 L-9.4 L-9.5 L-9.6 L-5.6 L-5.7 L-5.8 LIGHT FIXTURE SCHEDULE MARK HEIGHT REFERENCE TYPE HEIGHT AFF NEW LAMP BULBRITE LED G25 8.5W GLOBE. (8 REQUIRED) BULBRITE LED G25 8.5W GLOBE. (8 REQUIRED) BULBRITE LED G25 8.5W GLOBE. (8 REQUIRED) BULBRITE LED G25 8.5W GLOBE. (8 REQUIRED) BULBRITE LED G25 8.5W GLOBE. (8 REQUIRED) L-0.1 L-1.1 L-1.1 L-1.2 L-1.3 L-1.4 L-2.3 L-2.4 L-2.5 L-3.1 L-3.2 L-4.5 L-4.6 L-4.7 L-4.8 L-4.9 L-4.10 L-5.1 L-5.3 L-5.4 L-5.5 L-5.6 L-5.7 L-5.8 L-5.8 L-5.9 L-7.1 L-8.1 L-8.2 L-9.1 L-9.2 L-9.3 L-9.4 L-9.5 L-9.6 L-9.7 L-9.8 L-10.1 L-11.1 L-11.2 L-12.1 C.L. OF LAMP C.L. OF LAMP C.L. OF LAMP C.L. OF LAMP C.L. OF LAMP C.L. OF LAMP UNDERSIDE OF FIXTURE UNDERSIDE OF FIXTURE UNDERSIDE OF FIXTURE UNDERSIDE OF FIXTURE UNDERSIDE OF FIXTURE CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT UNDERSIDE OF FIXTURE UNDERSIDE OF DECORATIVE CAGE UNDERSIDE OF DECORATIVE CAGE C.L. OF BASE C.L. OF BASE C.L. OF BASE C.L. OF BASE C.L. OF BASE C.L. OF BASE C.L. OF BASE C.L. OF BASE C.L. OF FIXTURE TOP OF LENS TOP OF LENS TOP OF LENS A A A A A A B B C D E F F F F F F G G G G G G G G G I J J K K K K K K K K L M M N EXISTING 8'-0" 9'-6" 9'-6" 9'-6" 9'-6" 9'-0" 9'-0" 7'-0" 8'-6" 6'-8" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-6"—verify 7'-6"—verify 8'-0" 8'-0" 8'-0" 8'-6" 11'-0" 11'-0" 11'-0" 11'-0" 8'-6" 8'-6" 8'-6" 7'-0" 8'-0"—verify 8'-0"—verify 9'-0" BULBRITE LED G25 8.5W GLOBE. (1 REQUIRED) BULBRITE LED G25 8.5W GLOBE. (1 REQUIRED) PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 TOP OF LENS = BOTTOM OF FRAMING TOP OF LENS = BOTTOM OF FRAMING L-8.1 L-8.2 5 1 / 2 " 1 REFLECTED CEILING PLAN Scale: 3/16" = 1'-0" PLAN NORTH 0 5 10 15 20 25 FT l x w v . g d B H C r e k l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v 1 2 0 2 , 4 2 r e b m e v o N , y a d s e n d e W i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 8 / 4 : 0 3 : 3 l : e m a n e l i F : e t a D : e m T i HISTORIC WAGON WHEEL PENDANT L-1 HISTORIC SCONCE L-7 LIGHT FIXTURE TYPES MANUFACTURER MODEL TYPE TYPE DESCRIPTION A B C D E F G I J K L M N EXISTING FINELITE FINELITE FINELITE NOT USED JUNO JUNO FINELITE EXISTING JUNO LITHONIA LITHONIA LITHONIA --- --- HIGH PERFORMANCE 2" HIGH PERFORMANCE 2" HIGH PERFORMANCE 2" —— 4" IC LED 600 LUMENS 2" IC LED 600 LUMENS HIGH PERFORMANCE 2" NA R600L G2 with MONOPOINT ADAPTER FEM LED FEM LED FEM LED LINEAR PENDANT LINEAR PENDANT LINEAR PENDANT —— 4" ROUND DOWNLIGHT 2" ROUND DOWNLIGHT LINEAR WALL-MOUNT HISTORIC WALL SCONCE WALL-MOUNTED SPOT LINEAR WALL-MOUNT MOUNT BETWEEN FRAMING MEMBERS PENDANT MOUNTED GENERAL NOTES 1. Field verify all dimensions. Field verify existing conditions. Notify Architect of any discrepancies between field conditions and the restoration or design intent. 2. Protect all historic and existing areas, including wall, floor and ceiling finishes. Protect all existing finishes shown to remain during the Work to prevent damage. Any damage sustained during the Work shall be repaired or replaced by Contractor to match existing conditions. 3. Protect all elements, finishes or surfaces uncovered beneath removed wall coverings, floor elements or other items to be removed or disturbed. Do not demolish or damage any elements or finishes exposed in the course of the work. Contractor shall notify Architect before removal of any material that may be historic. 4. Depictions of existing construction elements are taken from reference or record drawing information provided by the Owner, and are used for background and reference purposes. For clarity, not all equipment, ductwork, piping, panels, conduit, etc. may be shown in each view. 5. Actual field conditions might vary. Prior to start of Work, the Contractor shall visit the site and perform an inspection to become familiar with existing facilities and areas and determine the condition of existing elements to be affected and/or to remain. Other field investigations and/or minor adjustments may be required to complete the Work. 6. Should the Contractor encounter any questions or conflicts between drawing depictions, existing elements to remain, new restoration, the plans and/or specifications, the Contractor shall bring these conflicts to the attention of the Architect. Contractor shall seek clarification in writing prior to start of Work. 7. The Contractor is required to take due precautionary measures to protect the utilities or structures at the site. Interruption of utility services is not permitted without full coordination with the Owner. REFLECTED CEILING PLAN NOTES Note that most elements depicted are existing, to remain. New work is described below. 1. Provide new lighting fuxtures and reinstall existing historic decorative light fixtures as shown on Electrical drawings. 2. See Owner's separate lead mitigation documents for lead paint removal and handling requirements. 3. Repaint existing interior wood sheathing, wood beaded board, plaster or gypsum board ceilings with new, three-coat paint system. 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: REFLECTED CEILING PLAN A6.01 CLEAN, PREPARE AND PRIME IRON AND METAL SURFACES. PAINT WITH SPECIAL COATING FINISH. REWIRE FIXTURE AND REPLACE LAMP SOCKET. CLEAN, PREPARE AND PRIME IRON AND METAL SURFACES. PAINT WITH SPECIAL COATING FINISH. REWIRE FIXTURE AND REPLACE LAMP SOCKET. EXTERIOR FIXTURE MAIN ROOM FIXTURE CLEAN, PREPARE AND PRIME IRON AND METAL SURFACES. PAINT WITH SPECIAL COATING FINISH. REWIRE FIXTURE AND REPLACE LAMP SOCKET. CLEAN, PREPARE AND PRIME IRON AND METAL SURFACES. PAINT WITH SPECIAL COATING FINISH. REWIRE FIXTURE AND REPLACE LAMP SOCKET. HISTORIC HARDWARE l x w v . g d B H C r e k l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 9 / 0 : 7 5 : 4 l : e m a n e l i F 1 2 0 2 , 9 1 r e b m e v o N , y a d i r F : e t a D : e m T i DOOR KNOB 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: INTERIOR DETAILS A8.01 DOOR SCHEDULE DOOR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 G G A G C F C C G B D C C E E B 2'11 1/2" 2'11 1/2" 3'1 1/2" 2'11 1/2" 3'0" 5'8" 2'11 1/2" 2'11 1/2" 2'11 1/2" 2'4 5/8" 5'0" 2'11 1/2" 2'11 1/2" 3'5 3/4" 3'5 1/8" 2'8" NOTES 1. DOOR OPERATION IMPAIRED. 4. HARDWARE. 5. ROTTEN MEMBER. 6. FRAME. MARK TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH CONFIGURATION MATERIAL FINISH HARDWARE JAMB HEAD NOTES DETAILS SILL 6'8 3/4" 2 1/4" ALUMINUM/NEW BY MANUFACTURER SWING WITH SIDELITES ALUMINUM, NEW BY MANUFACTURER WESTERN WINDOW SYSTEMS, SEE NOTE 7 PROVIDE NEW 10" TALL BOTTOM RAIL WOOD/EXISTING TO REMAIN DOUBLE, SWING WOOD, EXISTING TO REMAIN PAINT 6'8 1/2" 3 1/4" WOOD/NEW 6'8 1/2" 3 1/4" WOOD/NEW WOOD/EXISTING RELOCATED PAINT WOOD/EXISTING TO REMAIN WOOD/NEW WOOD/EXISTING TO REMAIN 6'4 1/2" 3 1/4" WOOD/EXISTING TO REMAIN 3 1/4" 3 1/4" 3 1/4" 2 1/2" 2 1/2" 3" 1 3/4" 2 1/4" 2 1/4" 3" 3" 6'8" 6'10" 6'10" 6'10" 6'10" 6'6" 7'0" 6'10" 6'8" 6'11" 6'11" 3'6" WOOD/NEW WOOD/NEW NONE NONE PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT NA NA PAINT SWING SWING SWING SWING SWING SWING SWING SWING SWING SWING FRAME WOOD, EXISTING TO REMAIN PAINT WOOD, EXISTING TO REMAIN PAINT WOOD, EXISTING TO REMAIN PAINT WOOD, EXISTING TO REMAIN PAINT WOOD, NEW PAINT WOOD, EXISTING TO REMAIN PAINT WOOD, EXISTING TO REMAIN PAINT WOOD, NEW PAINT PAINT HW 1 HW 1 HW 2 HW 3 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 3 HW 1 HW 1 HW 1 HW 1 HW 4 WOOD/EXISTING RELOCATED PAINT WOOD, EXISTING TO REMAIN PAINT PROVIDE NEW 10" TALL BOTTOM RAIL DOUBLE, SWING WOOD, NEW WOOD/EXISTING RELOCATED PAINT WOOD, EXISTING TO REMAIN PAINT CASED OPENING WOOD, EXISTING TO REMAIN PAINT CASED OPENING WOOD, EXISTING TO REMAIN PAINT 1 3/4" WOOD/NEW SWING WOOD, NEW PAINT ACCESS TO MECHANICAL PLATFORM 2. WOODWORK WEATHERED. REFINISHING REQUIRED. HINGE DOOR 7900 SERIES, (HR S0) (hinge right, swing out) 3. WOODWORK DAMAGED. REPAIR REQUIRED. NARROW STILE GENERAL NOTE: ALL EXISTING DOORS ARE TO BE REMOVED FOR ASSESSMENT AND REPAIR. SECURE EXTERIOR OPENINGS WITH TEMPORARY ENCLOSURES THAT WILL NOT DAMAGE FRAMES/ TRIM. 7. WESTERN DOOR SYSTEMS COMMERCIAL THRESHOLD, ADA SILL 10" BOTTOM RAIL 7630 GLAZING FRAME MULLED TO DOOR PRODUCT REP: DALE DEHAAN 219-869-9006 A 1 DOOR TYPES Scale: 1/4" = 1'-0" B C D E PRIMARY SECONDARY OUTSIDE OUTSIDE INSIDE F INSIDE G OPEN TO BEYOND l x w v . g d B H C r e k l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 0 / 1 : 7 5 : 4 l : e m a n e l i F 1 2 0 2 , 9 1 r e b m e v o N , y a d i r F : e t a D : e m T i ROOM FINISH SCHEDULE FINISH KEY FLOOR BASE WALL CEILING NOTES FLOOR ROOM NUMBER NAME MAIN ROOM KITCHEN REST ROOM GREEN ROOM STORAGE CORRIDOR MECHANICAL JANITOR HALL 1 2 3 4 5 6 7 8 9 F2 F1 F3 F1 F1 F1 F1 F1 F4 F3 B2 B1 B1 B2 B2 B2 B2 B3 B2 B1, B2 W2, W5 N W1 W1 W1 W3 W5 W5 W4 W3 W4 E W1 W1 W1 W5 W5 W5 W5 W5 W1, W3 S W1 W1 W5 W5 W3 W5 W5 W1 W W1 W1 W3 W5 W5 W5 W5 W4 W1 W4 C1 C1 C1 C1 C3 C1 C1 C2 C1 HEIGHT H1 H1 H1 H1 H3 H1 H1 H3 H1 1 1 1 1 1 1 1 1 1 1 10 REST ROOM W4 W3, W4 C1, C2 H1, H2 ROOM FINISH SCHEDULE NOTES 1. ALL EXISTING PAINTED SURFACES AND ELEMENTS TO BE REPAINTED, PER SPECIFICATION. BASE WALLS CEILING F1 F2 F3 F4 B1 B2 B3 W1 W2 W3 W4 W5 C1 C2 H1 H2 H3 CEILING HEIGHTS EXISTING CONCRETE EXISTING CONCRETE/ STONE BORDER NEW CONCRETE EXISTING STONE NONE NEW WOOD, PAINT NEW CERAMIC TILE EXISTING STONE TO REMAIN EXISTING WOOD LAP SIDING TO REMAIN/ PAINT NEW GYP. BD./ PAINT NEW CERAMIC TILE EXISTING STUCCO TO REMAIN, PAINT EXISTING WOOD, EXPOSED STRUCTURE/ PAINT NEW GYP. BD./PAINT EXISTING EXPOSED STRUCTURE TO REMAIN SEE DRAWINGS NEW GYP. BD. ON EXISTING CEILING FRAMING 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: SCHEDULES A9.01 The illustrations and descriptions herein are applicable to production as of the date of this Technical Data Sheet. Revised 7/17/17 Printed in U.S.A.The manufacturer reserves the right to, and does from time to time, make changes and improvements in designs and dimensions. © 2017 by Bobrick Washroom Equipment, Inc.Technical DataSSBOBRICKDoorFinishFace of WallSRecommended Mounting Height Off Floor28" to 36" (710mm to 915mm)Recommended Mounting Height Off FloorFor Accessible Design28" (710mm)SBaseplate1-1/16" TYP.25mm6-13/16"175mm13-7/16"340mm1-7/16" TYP.35mm1-13/16" TYP.45mmDual ToiletTissue SpindlePivot Point4-1/4"110mm5-9/16"140mm11-3/4"300mmTYP.6-3/16"155mmMATERIALS:Mounting Plate — Durable, high-impact grey ABS. Equipped with a concealed locking device to secure door; keyed like other Bobrick washroom accessories.Door — Durable, high-impact grey ABS with high-gloss finish on exposed surfaces. Front of door has same degree of arc as other MatrixSeries washroom accessories. Radius on corners, edges and top complement other MatrixSeries washroom accessories. Secured to mounting plate with two keyed pivots. Dual Toilet Tissue Spindle — Durable, high-impact grey ABS. Retained in door when unit is locked.OPERATION:Unit holds two standard-core toilet tissue rolls up to 5-3/4" (145mm) diameter (2000 sheets). Toilet tissue rolls are loaded and locked into door. Extra roll is manually lowered into place when bottom roll is depleted. Depleted rolls can only be removed after unlocking door with key provided.INSTALLATION:For partitions with particle board or other solid core, secure with four sheet-metal screws (not furnished), or provide through-bolts, nuts, and washers.For hollow-core metal partitions, provide solid backing into which sheet-metal screws (not furnished) can be secured. If two units are installed back-to-back, then provide threaded sleeves and machine screws for the full thickness of partition.For plaster or dry wall construction, provide concealed backing to comply with local building codes, then secure unit with sheet-metal screws (not furnished).For other wall surfaces, provide fiber plugs or expansion shields for use with sheet-metal screws (not furnished), or provide 3/16" (4.8mm) toggle bolts or expansion bolts.SPECIFICATION:Surface-mounted multi-roll toilet tissue dispenser shall be durable, high-impact grey ABS with high-gloss finish on exposed surfaces. Front of door shall have same degree of arc and match other Bobrick MatrixSeries accessories in the washroom. Radius on corners, edges, and top of door shall complement other Bobrick MatrixSeries washroom accessories. Door shall be secured to mounting plate with two keyed pivots and a concealed locking device keyed like other Bobrick washroom accessories. Unit shall be equipped with a one-piece, dual toilet tissue spindle. Unit shall dispense two standard-core toilet tissue rolls up to 5-3/4" (145mm) diameter (2000 sheets). Extra roll shall be manually lowered into place when bottom roll is depleted. Replacement part numbers shall be molded into unit.Surface-Mounted Multi-Roll Toilet Tissue Dispenser shall be Model B-5288 of Bobrick Washroom Equipment, Inc., Clifton Park, New York; Jackson, Tennessee; Los Angeles, California; Bobrick Washroom Equipment Company, Scarborough, Ontario; Bobrick Washroom Equipment Pty. Ltd., Australia; and Bobrick Washroom Equipment Limited, United Kingdom.MatrixSeries™SURFACE-MOUNTEDMULTI-ROLL TOILETTISSUE DISPENSERB-5288The illustrations and descriptions herein are applicable to production as of the date of this Technical Data Sheet. Revised 2/4/13 Printed in U.S.A.The manufacturer reserves the right to, and does from time to time, make changes and improvements in designs and dimensions. © 2013 by Bobrick Washroom Equipment, Inc.Technical DataBOBRICKRecommended Mounting Height Off FloorFor Universal / Accessible Design 30" 760mm1-3/4"45mmS3-13/16"95mm11-5/16"285mmFinish Face of Wall9-1/4"235mm4-3/16"105mm5-3/4"145mmSSSLidKeyed Pivots (2)KeyHoleSlot MountingHoles (2)Round Mounting Holes (2)9-15/16"250mmFinger TipHandles2-5/16" TYP.60mm1-5/8" TYP.40mmMATERIALS:Container — Durable, high-impact grey ABS with high-gloss finish on exposed surfaces. Front of container has same degree of arc as front of lid and other Bobrick MatrixSeries washroom accessories. Radius on corners and edges of container complement corners and edges of lid and other MatrixSeries accessories. Capacity: 1.3-gal. (4.8-L). Lid — Durable, high-impact grey ABS with high-gloss finish on exposed surfaces. Fingertip handles for opening lid. Front of lid has same degree of arc as front of container and other Bobrick MatrixSeries washroom accessories. Radius on corners, edges and top of lid complement corners and edges of container and other MatrixSeries accessories. Secured to container with keyed pivots.OPERATION:Lid flips up for disposal of sanitary napkins and for servicing container.INSTALLATION:For permanent installation, use upper round mounting holes. Mount unit with two sheet metal screws, furnished by manufacturer, at points indicated by an S.For installation where the entire unit may be removed from wall for emptying and cleaning, use lower keyhole slot mounting holes. Using the container as a template, mark the location of the keyhole slots indicated by an S. Mount plastic bushings with screws furnished by manufacturer. Container then snaps over bushings to hold unit in place.For plaster or dry wall construction, provide concealed backing to comply with local building codes, then secure unit with sheet-metal screws furnished by manufacturer.For masonry walls, provide fiber plugs or expansion shields for use with sheet-metal screws furnished by manufacturer, or provide 3/16" (4.8mm) toggle bolts or expansion bolts.For partitions with particle board or other solid core, secure with two sheet-metal screws (not furnished), or provide through-bolts, nuts, and washers.For hollow-core metal partitions, provide solid backing into which sheet-metal screws (not furnished) can be secured. If two units are installed back-to-back, then provide threaded sleeves and machine screws for the full thickness of partition.SPECIFICATION:Surface-mounted sanitary napkin disposal shall be durable, high-impact grey ABS with high-gloss finish on exposed surfaces. Front of sanitary napkin disposal shall have same degree of arc and complement other MatrixSeries accessories in the washroom. Radius on corners, edges and top of sanitary napkin disposal shall complement other Bobrick MatrixSeries washroom accessories. Container shall have a capacity of 1.3-gal. (4.8-L). Lid shall be secured to container with keyed pivots. Lid shall have fingertip handles. Replacement part numbers shall be molded into unit.Surface-Mounted Sanitary Napkin Disposal shall be Model B-5270 of Bobrick Washroom Equipment, Inc., Clifton Park, New York; Jackson, Tennessee; Los Angeles, California; Bobrick Washroom Equipment Company, Scarborough, Ontario; Bobrick Washroom Equipment Pty. Ltd., Australia; and Bobrick Washroom Equipment Limited, United Kingdom.MatrixSeries™SuRFACE-MOuNTEdSANITARy NAPkIN dISPOSALB-5270The illustrations and descriptions herein are applicable to production as of the date of this Technical Data Sheet. Revised 6/30/15 Printed in U.S.A.The manufacturer reserves the right to, and does from time to time, make changes and improvements in designs and dimensions. © 2015 by Bobrick Washroom Equipment, Inc.Technical Datacontinued . . .BOBRICKSLatches 3-3/4'' 95mm S5/8'' 16mm S3/16'' 5mm 4" 100mm SSwing-Up Lid Finish Face of Wall S3-13/16'' 95mm S15/16'' 24mm Keyhole Slot Mounting Holes (2) Container BOBRICK5-15/16'' 150mm 2-31/32'' 75mm 8-1/16'' 205mm Push Button Valve Recommended Mounting Height Off FloorFor Universal / Accessibe Design51'' 1295mm7/16'' 11mm MATERIAL:Valve — Durable, high-impact grey ABS push button and spout with high-gloss finish on exposed surfaces. Soap head-holding capsule valve. Stainless steel spring. U-packing seal and duckbill.Container — Durable, impact-resistant grey polymer with high-gloss finish on exposed surfaces. Equipped with a concealed locking device to secure lid; keyed like other Bobrick washroom accessories. Front of container has same degree of arc as front of lid and other Bobrick MatrixSeries washroom accessories. Radius on corners and edges of container complement corners and edges of lid and other MatrixSeries accessories. Capacity: 50-fl oz (1.5-L).Lid — Durable, impact-resistant grey polymer with high-gloss finish on exposed surfaces. Front of lid has same degree of arc as front of container and other Bobrick MatrixSeries washroom accessories. Radius on corners, edges and top of lid complement corners and edges of container and other MatrixSeries accessories.OPERATION:Corrosion-resistant valve dispenses commercially marketed all-purpose hand soaps. Valve is operable with one hand, without tight grasping, pinching, or twisting of the wrist, and with less than 5 pounds of force (22.2 N) to comply with accessible design guidelines (including ADAAG in U.S.A.). MatrixSeries™SURFACE-MOUNTEDSOAP DISPENSERPatentedB-5050MARK 01 TYPE MATERIAL JAMB Detail HEAD Detail FRAME PAINT HARDWARE NOTES FINISH WINDOW SCHEDULE OPENING WD. 1'7 1/4" WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN 5'11 1/2" WOOD/ EXISTING TO REMAIN 5'11 1/2" WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN 3'6" 3'6" 3'6" 3'6" 3'6" 3'6" 3'6" 3'6" 2'10" 2'10" 3'6" 3'6" 3'6" 3'6" 3'6" 3'6" 3'6" HT. 2'8" 4'6" 4'6" 4'6" 4'6" 4'6" 4'6" 4'6" 4'6" 4'6" 4'6" 4'6" 3'0" 5'6" 5'6" 4'6" 4'6" 4'6" 4'6" 4'6" 4'6" 4'6" 4'6" 4'6" 2'9" WOOD/ EXISTING TO REMAIN 3'6 3/4" WOOD/ EXISTING TO REMAIN 2'2 1/2" WOOD/ EXISTING TO REMAIN 1'9" WOOD/ EXISTING TO REMAIN 3'3 3/8" WOOD/ EXISTING TO REMAIN 3'3 3/8" 2'10 1/2" 2'10 1/2" 2'10 1/2" WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN WOOD WOOD WOOD WOOD 3'9 5/8" 4'6 3/4" WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN 3'6 1/4" 3'5 1/2" WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN WOOD/ EXISTING TO REMAIN 3'6" 3'6" 1'7 1/4" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 A A A A A B B A A A A C A F D C E E G G G G G G G G H G G A Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail SILL Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail Detail SASH PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 HW 1 Note 3 (3 PANES) Note 3 (1 PANE) Note 3 (2 PANES) INFILL EXISTING OPENING AROUND NEW DUCT Note 3 (3 panes), Note 5 Note 3 (1 pane) Note 3 (1 pane) Note 8 Note 8 Note 8 Note 8 Note 8 Note 5 Note 3 (1 pane) NOTES: 1. REPLACE GLAZING COMPOUND. 5. WOODWORK DAMAGED. REPAIR REQUIRED. 2. HARDWARE MISSING. 3. REPLACE PLEXIGLAS WITH GLASS. 6. ROTTEN MEMBER. 7. HARDWARE BROKEN. 4. WOODWORK WEATHERED. REFINISHING REQUIRED. GENERAL NOTE: ALL EXISTING SASH ARE TO BE REMOVED FOR ASSESSMENT AND REPAIR. SECURE OPENINGS WITH TEMPORARY ENCLOSURES THAT WILL NOT DAMAGE FRAMES/ TRIM. 8. BUILD NEW SASH, MATCHING ADJACENT WINDOW TYPE. REPAIR/ FRAME AS REQUIRED. l x w v . g d B H C r e k l i i / Z / s g n w a r D D C D D D S e s u o h b u C r e k l l i Z 2 / e s u o h b u C r e k l l i Z 0 2 0 - 9 1 / e v i t c A - 1 0 / E G A R O T S _ G L / s e m u o V 0 / 1 : 7 5 : 4 l : e m a n e l i F 1 2 0 2 , 9 1 r e b m e v o N , y a d i r F : e t a D : e m T i A 18 WINDOW TYPES Scale: 1/4" = 1'-0" B C D E F G H 2 0 7 8 7 s a x e T , n i t s u A 2 0 1 # , t e e r t S h t 6 t s a E 4 2 1 2 8 1 5 1 . 0 5 4 . 2 1 5 PRELIMINARY Not for regulatory approval, permitting or construction ALFRED GODFREY, ARCHITECT NOV. 19, 2021 K R A P O R T E M R E K L Z I I I I N O T A T L B A H E R E S U O H B U L C R E K L Z I l y a W o z n o A o f l u n r A 0 0 2 4 0 7 8 7 S A X E T , I N T S U A 90% CDS NOV 19, 2021 DATE: REVISIONS: SCHEDULES A9.02