Full Text
NORTH Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS SHEET TITLE: SHEET NUMBER: MM JOB PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: LEAD REVIT TECH: DATE PRINTED: FILE PATH: 11/9/2022 1:13:18 PM I:\2022\22-009 112 North Second St Douglas WY\3-Documents\Drawings\Structural\Current\22-009-112 N Second St Douglas WY-S22l.rvt EXISTING BASEMENT IN-FILL 112 North Second Street, Douglas WY, 82633 22.009 08/11/2022 S-100 ABBREVIATIONS, SYMBOLS & GENERAL NOTES © MARTIN/MARTIN 2022 GFS GFS JRS 22.009 GFS EL CONCRETE NOTES 1) GENERAL: 1A)ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS “CONTRACTOR’S ENGINEER”, “MECHANICAL ENGINEER”, ETC. 1B)UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY ENGINEER OF EXISTING UTILITIES OR SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK. 2) USE OF DRAWINGS: 2A)DO NOT SCALE DRAWINGS. 2B)DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2C)DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 2D)WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS: - CONTACT THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION - THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR BIDDING / PRICING 3) EXISTING STRUCTURES: 3A)CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. 3B)DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE: - SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN - DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS - CONDITIONS OF INSTABILITY OR LACK OF SUPPORT - ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD 3C)PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS. 3D)CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS. CONTRACT IS RESPONSIBLE FOR FIELD VERIFING ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. DIMENSIONS OF EXISTING ELEMENTS MAY VARY FROM APPROXMIATE DIMENSIONS SHOWN ON PLAN. 3E)CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE CONSTRUCTION SCHEDULE. 4) SUBMITTALS AND SUBSTITUTIONS: 4A)SUBMITTALS: - IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE MARTIN/MARTIN WYOMING, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. - CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS - ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL 4B)SUBSTITUTIONS: ENGINEER’S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS 4C)NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR DESIGNING THE REPAIR. 5) TEMPORARY CONDITIONS, CONSTRUCTION ENGINEERING, AND OSHA STANDARDS: 5A)THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION AND ONLY FOR LOADS ANTICIPATED DURING THE STRUCTURE’S SERVICE LIFE. 5B)THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES. CONTRACTOR SHALL PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK WHICH MAY INCLUDE, BUT IS NOT LIMITED TO: - LAYOUT - DESIGN FOR FORMWORK AND SHORING - DESIGN OF CONCRETE MIXES - DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS - SURVEYING TO VERIFY CONSTRUCTION TOLERANCES - EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS - STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS 5C)NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. SHEET LIST SHEET NUMBER SHEET NAME S-100 ABBREVIATIONS, SYMBOLS & GENERAL NOTES S-200 IN-FILL PLAN S-250 ELEVATIONS DESIGN CRITERIA 1) CODES AND STANDARDS: 1A)GENERAL DESIGN - IBC 2018 1B)LOADS - ASCE/SEI 7-10 "MINIMUM DESIGN LOAD FOR BUILDINGS AND OTHER STRUCTURES" WHERE INDICATED ON DRAWINGS INDIVIDUAL UNFACTORED LOAD COMPONENTS Di, L, Lr, R, S, H, F, Fa, E, W, Wi, T) ARE AS DEFINED AND DETERMINED BY THE BUILDING CODES AND STANDARDS INDICATED. LOAD COMPONENTS SHALL BE COMBINED USING THE LOAD COMBINATIONS OF THE BUILDING CODE FOR SPECIALTY DESIGN BY OTHERS. 1C)CONCRETE - ACI 301-10 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" - ACI 318-11 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" GENERAL NOTES 1) GENERAL: 1A)ALL WORK SHALL CONFORM WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. 2) STRUCTURAL CONCRETE MIX REQUIREMENTS: 3) CONSTRUCTION/CONTROL JOINTS: 3A)SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE SEQUENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM SHORTENING/SHRINKAGE. 3B)CONSTRUCTION JOINTS IN SLABS-ON-GRADE SHALL BE LOCATED TO ACCOMMODATE THE MAXIMUM LENGTH AND AREA THE CONTRACTOR CAN REASONABLY POUR, FINISH, AND JOINT IN THE SAME DAY. 3C)CONCRETE CONSTRUCTION JOINT SURFACE SHALL BE CLEANED AND ALL LAITANCE AND LOOSE MATERIAL REMOVED PRIOR TO SECOND CONCRETE PLACEMENT. FRC = MACROFIBER REINFORCED CONCRETE. 3 LB/YD b. ABBREVIATIONS FOR OTHER REQUIREMENTS AS FOLLOWS: a. WHERE AIR CONTENT IS INDICATED IN THE MIX TABLE, PROVIDE AIR ENTRAINING ADMIXTURE. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR 1.5%. FOR CONCRETE PLACED BY PUMPING PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE PUMPING. ENTRAINED AIR MAY BE USED TO FACILITATE PUMPING SUBJECT TO THE PROVISIONS OF NOTE b BELOW. USE TYPE I / II PORTLAND CEMENT UNLESS NOTED OTHERWISE. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD - PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE EMPLOYED, WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. CONTRACTOR SHALL SELECT APPROPRIATE SLUMP. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. - PROVIDE THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE MIX TABLE. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO NOTED. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO: CONCRETE MIX TABLE NOTES: 1 EXTERIOR SLAB ON GRADE 5 NWC 0.40 3/4 (#67) 6 FRC CONC MIX TYPE INTENDED USE MIN 28 DAY STRENGTH f'c (KSI) CONC WEIGHT MAX W/C RATIO, INCLUDING FLY ASH MAX AGGREGATE SIZE, IN (ASTM C33) TOTAL AIR CONTENT NOTE a OTHER REQTS, NOTE b CONCRETE MIX TABLE - SMALL PROJECT LOCATION PROJECT SCOPE THIS PROJECT INCLUDES IN-FILL OF AN EXISTING BASEMENT AT 112 NORTH 2ND STREET IN DOUGLAS, WYOMING. SITE WAS ORGINALLY A BUILDING WHICH AS BEEN DEMOLISHED. THE EXISTING BASEMENT HAS BEEN PARTIALLY FILLED IN WITH SOIL. DUE TO CONCERNS OF INCREASING HORIZONTAL SOIL PRESSURE ON THE BASEMENT WALLS OF THE ADJACENT BUILDINGS IN-FILLING WITH SOIL IS NOT RECOMMENDED. THESE DRAWINGS INCLUDE REMOVAL OF THE PARTIALLY IN-FILLED SOIL, FILLING IN THE BASEMENT WITH CONTROLLED LOW STRENGTH FILL AND TOPPING THE SITE WITH A CONCRETE SLAB. NO. ISSUE DATE 1 CITY COMMENTS 09-27-22 2 CD 11-09-22 1) SALVAGE MATERIALS: 1A)SAVE ALL HISTORIC MATERIALS (MOST MATERIALS ON THE FACADE QUALITY AS HISTORIC) FOR USE IN THE REDEVELOPMENT OF THE STRUCTURE. 1B) MATERIAL TO BE SAVED, SALVAGED SHALL BE REMOVED PRIOR TO PRIMARY DEMOLITION. MATERIAL TO BE SALVAGED SHALL BE REMOVED WITH CARE AND WITHOUT DAMAGE. CONTRACTOR SHALL ACCOUNT FOR ADDITIONAL TIME REQUIRED TO REMOVE MATERIAL TO BE SALVAGED. 1C)SALVAGED MATERIAL SHALL BE STORED IN SUCH A WAY AS TO PROTECT MATERIAL FROM DAMAGE. SALVAGED MATERIAL SHALL BE STORED IN A SECURE AND WEATHER PROTECTED ENVIROMENTMENT UNTIL SUCH TIME AS IT IS DELIVERED TO THE CITY OF DOUGLAS. 1D)CONTRACTOR SHALL NOTIFY THE CITY OF DOUGLAS TWO WEEKS PRIOR TO DELIVERING SALVAGED MATERIAL. SALVAGED MATERIAL SHALL BE DELIVERED AND UNLOADED AT A LOCATION TO BE COORDINATED WITH THE CITY OF DOUGLAS. SALVAGE MATERIALS 11-9-2022 ---PAGE BREAK--- 3 S-250 1 S-250 EXISTING BRICK BUILDING WITH BASEMENT EXISTING BRICK BUILDING WITH BASEMENT SLOPE DOWN SLOPE PERIMETER 12" DOWN AWAY FROM EXISTING BUILDING - TYP SLOPE PERIMETER AT 1:12 FOR 12" ADJACENT TO EXISTING BUILDING - TYP DEMOLISH STOREFRONT BETWEEN EXISTING BUILDINGS - SEE FOR ADDITIONAL INFORMATION SECOND STREET EXISTING SIDEWALK 51'-0" EXISTING PARKING LOT / ALLEY 50'-0" 121'-0" 110'-0" 2/S-250 DEMOLISH BASEMENT RETURN WALL AND TOP OF ADJACENT PARAPET WALL - SEE FOR ADDITIONAL INFORMATION 4/S-250 1 S-200 TYP 2 S-200 TYP EXISTING PORCH 1/S-200 4" MINIMUM THICKNESS SLAB WITH FIBER REINFORCING - SEE CONCRETE MIX TABLE LIGHT BROOM FINISH 2 S-200 TYP 1% MIN - 2% MAXIMUM SLOPE SEE PLAN NOTES SUGGESTED CONTROL JOINT ARRANGMENT - GC TO SUBMIT FINAL CONTROL JOINT LAYOUT BASED ON FIELD VERIFIED INFORMATION PRIOR TO CONSTRUCTION - 12'-0" MAX SPACING - ARRANGE IN SQUARE SECTIONS TO THE EXTENT POSSIBLE S-100 S-100 DEMOLISH EXISTING SLAB AND A MINIMUM OF THE TOP 2'-6" OF WALL REMOVE AND DISPOSE OF EXISTING LINER NOTES: 1. PROVIDE TOOLED JOINT OR SAW CUT AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT CUTTING WITHOUT CHIPPING, SPALLING, OR TEARING (BUT NOT MORE THAN 12 HOURS AFTER CASTING) NOTE 1 T/3 4" MIN JOINT SEALANT - SEE PLAN NOTES 1/4" PREFORMED JOINT FILLER JOINT SEALANT - SEE PLAN NOTES 1" EXISTING SIDEWALK EXISTING BASEMENT WALL IN-FILL PER PLAN NOTES SLAB PER PLAN NOTES JOINT PER 2/S-200 SEE AND FOR REMOVAL OF EXISTING STOREFRONT WALL 4/S-250 2/S-250 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS SHEET TITLE: SHEET NUMBER: MM JOB PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: LEAD REVIT TECH: DATE PRINTED: FILE PATH: 11/9/2022 1:13:19 PM I:\2022\22-009 112 North Second St Douglas WY\3-Documents\Drawings\Structural\Current\22-009-112 N Second St Douglas WY-S22l.rvt EXISTING BASEMENT IN-FILL 112 North Second Street, Douglas WY, 82633 22.009 08/11/2022 S-200 IN-FILL PLAN © MARTIN/MARTIN 2022 GFS GFS JRS 22.009 GFS EL NO SCALE BASEMENT IN-FILL PLAN 1. GENERAL: A. SEE SERIES SHEETS FOR GENERAL NOTES. 2. IN-FILL : CONTROLLED LOW STRENGTH FILL: A. CONTROLLED LOW STRENGTH FILL MATERIAL: BASIS OF DESIGN FOAMED FLASHFILL BY FLASHFILL SERVICES, LLC. a. LEAN CONCRETE IS AN ACCEPTABLE CONTROLLED LOW STRENGTH FILL ALTERNATE. B. CONTROLLED LOW STRENGTH FILL TO BE PLACED IN LIFTS OR AT A RATE OF PLACEMENT SUCH THAT A MAXIMUM OF 12" OF EQUIVALENT FLUID PRESSURE IS IMPOSED ON ADJACENT BUILDING WALLS. CONTRACTOR SHALL SUBMIT PLACEMENT PROCEDURE FOR REVIEW BY ENGINEER, PROCEDURE SHALL INCLUDE VERIFICATION THAT ADDITIONAL FLUID PRESSURE IS NOT PLACED ON ADJACENT WALLS. SUBMIT PRODUCT DATA INCLUDING HISTORICAL COMPRESSIVE STRENGTH TEST RESULTS, MIX DESIGN AND PLACEMENT PROCEDURE A MINIMUM OF THREE WEEKS PRIOR TO PLACEMENT. C. FILL REQUIREMENTS: a. COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE BETWEEN 100 PSI AND 250 PSI WHEN TESTED ACCORDANCE WITH ASTM D4832. b. UNIT DENSITY BETWEEN 50 PCF AND 145 PCF. c. MATERIAL SHALL BE SELF CONSOLIDATING. d. MAXIMUM AIR CONTENT SHALL NOT EXCEED e. MATERIAL SHALL NOT BE PLACED IN CONTACT WITH PVC. D. TEST REQUIREMENTS: a. TEST CONTROLLED LOW STRENGTH FILL PER ASTM D4832. b. TEST 4x8 CYLINDERS EVERY 150 CUBIC YARDS. TESTING SCHEDULE CYLINDERS AT 28 DAYS, CYLINDER AT 56 DAYS. E. IN-FILL SETTLEMENT: CONTRACTOR TO ALLOW IN-FILL AND SUBGRADE 28 DAYS FOR SUBGRADE SETTLEMENT TO OCCUR PRIOR TO PLACING CONCRETE SLAB. 3. SLAB-ON-GRADE: A. SEE DETAIL FOR TYPICAL SLAB-ON-GRADE CONTROL JOINT DETAIL. B. SEE PLAN FOR SLAB SLOPES. C. CONTROL JOINT AND EDGE OF SLAB SEALANT: ONE PART SILICONE BASED SEALANT FORMULATED SPECIFICALLY FOR SEALING CONCRETE JOINTS IN ACCORDANCE WITH ASTM D5893. a. SEALANT TO BE APPLIED PER MANUFACTURERS REQUIREMENTS. b. USE TYPE SELF-LEVELING WITH TOP OF SEALANT AT TOP OF SLAB ELEVATION. c. ULTIMATE ELONGATION: 600% MINIMUM d. MINIMUM OF 5000 HOURS PRIOR TO CHALKING, CRACKING OR LOSS OF BOND ACCORDING TO ASTM C793. e. TACK FREE TIME: 180 MINUTES ACCORDING TO ASTM C679. f. WARRANTY: 20 YEARS. 4. SITE GRADE AND SLAB SLOP: A. A SITE SURVEY HAS NOT BEEN PERFOMED, THE SLOPE RANGE SHOWN ON PLAN IS THE DESIRED AND ANTICIPATED SLOPE. GC SHALL VERIFY SITE ELEVATIONS AND PROVIDE SLAB SLOPE FOR REVIEW A MINIMUM OF TWO WEEKS PRIOR TO THE PLACEMENT OF CONTROLLED FILL. B. CONTRACTOR SHALL ACCOUNT FOR AND ANTICIPATE COORDINATE OF SITE ELEVATION IN COST AND SCHEDULE. 5. MISCELLANEOUS NOTES: A. CONTRACTOR TO FIELD LOCATE ALL UTILITIES BELOW GRADE. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER BY DIMENSIONED DRAWING OF LOCATIONS WHERE UTILITIES ARE BELOW FILL AREA. CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES PRIOR TO PROCEEDING WITH EFFECTED FOUNDATIONS. B. CONTRACTOR SHALL CAP EXISTING UTILITIES ENTERING FILL AREA FROM ADJACENT BUILDINGS, COORDINATE WORK WITH ADJACENT BUILDING OWNER. NORTH NO SCALE 1 SLAB-ON-GRADE CONTROL JOINT NO SCALE 2 TYP SOG ISOLATION JOINT 3/4" = 1'-0" 3 EDGE OF BASEMENT/SIDEWALK NO. ISSUE DATE 1 CITY COMMENTS 09-27-22 2 CD 11-09-22 11-9-2022 ---PAGE BREAK--- 1 S-250 SLAB PER PLAN S-200 2 UNDISTRUBED SOIL - DO NOT OVEREXCAVATE IN-FILL PER PLAN NOTES EXISTING ADJACENT BUILDING EXCAVATE SOIL TO TOP OF ADJACENT BUILDING SLAB ON GRADE - TYP APPROXIMATE EXISTING GRADE 3 S-250 SLAB PER PLAN SLOPE AS INDICATED 3'-0" 1 1/2 1 IN-FILL PER PLAN NOTES 1 1/2 1 EXISTING BUILDING BEYOND EDGE OF IN-FILL TO ALIGN WITH BACK WALL OF ADJACENT BUILDING - EDGE OF IN-FILL WILL NOT BE PARALLEL TO FRONT OF IN-FILL EXISTING STOREFRONT TO BE REMOVED - SEE UNDISTRUBED SOIL - DO NOT OVEREXCAVATE 2/S-250 9'-6 25/128" 10'-0" 3'-0" EXISTING SIDEWALK S-200 3 EXISTING BASEMENT WALL EXTENT OF EXISTING STOREFRONT WALL TO BE DEMOLISHED - DEMOLITION TO INCLUDE WOOD BRACING STRUCTURE BEHIND EXISTING STOREFRONT WALL CONTRACTOR TO TAKE PRECAUTIONS TO AVOID DAMAGE TO EXISTING ADJACENT BRICK - REPAIR ANY BRICKS THAT BECOME LOOSE OR DAMAGED WHICH ARE TO REMAIN - FILL ANY VOIDS EXPOSED IN MULTI-WYTH WALL WITH SALVAGED BRICKS - REPOINT MORTAR JOINTS AS NEEDED AT NEWLY EXPOSED CORNER SALVAGE TERRA COTTA BANDS SALVAGE "FLOWER" WASHERS AND BOLTS ALONG FULL LENGTH OF STOREFRONT BEAM SALVAGE BRICK - COORDINATE QUANTITY WITH CITY OF DOUGLAS CUT TERRA COTTA BANDS FLUSH WITH OUTSIDE EDGE OF RETURN WALL SALVAGE DOUGLAS HISTORIC PLAQUE DEMOLISH WOOD BRACING STRUCTURE DEMOLISH TOP 2'-6" OF RETURN WALL DEMOLISH TOP OF EXISTING SIDE WALL TO MATCH ADJACENT BUILDING PARAPET HEIGHT - CONFIRM WORK WITH ADJACENT BUILDING OWNER PRIOR TO ANY DEMOLITION - REPAIR ANY BRICKS THAT BECOME LOOSE OR DAMAGED WHICH ARE TO REMAIN - FILL VOIDS EXPOSED IN MULTI-WYTH WALL WITH SALVAGED BRICKS - REPOINT JOINTS AS NEEDED - PROVIDE AND INSTALL METAL PARAPET CAP BELOW DEMOLISHED WALL - REPAIR ANY DAMAGED ROOF FLASHING EXISTING BASEMENT WALL TO REMAIN Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS SHEET TITLE: SHEET NUMBER: MM JOB PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: LEAD REVIT TECH: DATE PRINTED: FILE PATH: 11/9/2022 1:13:19 PM I:\2022\22-009 112 North Second St Douglas WY\3-Documents\Drawings\Structural\Current\22-009-112 N Second St Douglas WY-S22l.rvt EXISTING BASEMENT IN-FILL 112 North Second Street, Douglas WY, 82633 22.009 08/11/2022 S-250 ELEVATIONS © MARTIN/MARTIN 2022 GFS GFS JRS 22.009 GFS EL NO SCALE 3 Cross Section N/S NO SCALE 1 Cross Section E/W 3/4" = 1'-0" 2 FRONT VIEW NO SCALE 4 BACK VIEW NO. ISSUE DATE 1 CITY COMMENTS 09-27-22 2 CD 11-09-22 11-9-2022