100% CONSTRUCTION DOCUMENTS BID SET Architect's Project Number: U MATERIAL DESIGNATIONS COMPACTED EARTH WOOD (ROUGH) WOOD (FINISHED)
|
|
- Rosa Baldwin
- 5 years ago
- Views:
Transcription
1 C I 2X3 GR A TE UNIVERSITY OF SOUTH CAROLINA GREEK VILLAGE SIGNAGE & IMPROVEMENTS 850 BLOSSOM STREET COLUMBIA, SC USC Project Number: CP % CONSTRUCTION DOCUMENTS BID SET Architect's Project Number: U MAY 202 MASTER KEY PLAN LOCATION PLAN PROJECT DESIGN INFORMATION INDEX TO DRAWINGS 6/6/202 0:2:29 AFF ALUM ARCH BLKG BU C L CJ CLG CTR CONC CMU CONT DIA DS DWG EXT EXIST EA EJ ELEC EL ELEV EQUIP EWC FIN FD FOF FOS FR FV GA GYP BD HM HORIZ HT HVAC ID INSUL JT LAV MAX MECH MFR MIN MO NIC NOM NTS OC OD OPNG OPP P PR PL PT R, RAD REQD RD RO SF SIM SPEC SS STD STR SUSP TOS TOW TYP UNO VERT VCT W/ WC WR WWF WD GEORGIA STATE OF SOUTH CAROLINA MAP NORTH ANGLE AT ABOVE FINISH FLOOR ALUMINUM ARCHITECTURAL BLOCKING BUILT- UP ROOF CENTERLINE CONTROL JOINT CEILING CENTER CONCRETE CONCRETE MASONRY UNIT CONTINUOUS DIAMETER DOWN SPOUT DRAWING EXTERIOR EXISTING EACH EXPANSION JOINT ELECTRICAL ELEVATION ELEVATOR EQUIPMENT ELECTRIC WATER COOLER FINISH FLOOR DRAIN FACE OF FINISH FACE OF STUD FIRE RETARDENT FIELD VERIFY GAUGE GYPSUM BOARD HOLLOW METAL HORIZONTAL HEIGHT HEATING VENTILATION AIR-CONDITIONING INSIDE DIAMETER INSULATION JOINT LAVATORY MAXIMUM MECHANICAL MANUFACTURER MINIMUM MASONRY OPENING NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE PAINT PAIR PLATE, PROPERTY LINE PRESSURE TREATED RADIUS REQUIRED ROOF DRAIN ROUGH OPENING SQUARE FEET SIMILAR SPECIFICATIONS STAINLESS STEEL STANDARD STRUCTURAL SUSPENDED TOP OF STEEL TOP OF WALL TYPICAL UNLESS NOTED OTHERIWSE VERTICAL VINYL COMPOSITION TILE WITH WATER CLOSET WATER RESISTANT WELDED WIRE FABRIC WOOD 20 COLUMBIA 95 CAROLINA 95 ATLANTIC OCEAN NORTH COLUMBIA, SC "I HEREBY CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE, THESE PLANS COMPLY WITH APPLICABLE ZONING ORDINANCES, AND THAT PLANS HAVE BEEN SUBMITTED TO APPROPRIATE AUTHORITY FOR THEIR REVIEW AND/OR APPROVAL." ARCHITECT ABBREVIATIONS DATE ARCHITECTURAL SYMBOLS RECEPTION 00 00A DX FX FE-C S A TITLE SCALE: '-0" = '-0" FE-C DETAIL NUMBER WHERE DETAIL IS SHOWN PLAN DETAIL REFERENCE DETAIL NUMBER WHERE DETAIL IS SHOWN WALL SECTION / DETAIL SECTION REFERENCE WALL SECTION / DETAIL NUMBER WHERE WALL SECTION / DETAIL IS SHOWN ROOM TAG SYMBOL ROOM NAME ROOM NUMBER DOOR SYMBOL DOOR NUMBER FRAME TYPE DOOR TYPE DIMENSION TO FACE OR EDGE DIMENSION TO CENTERLINE ELEVATION ABOVE SEA LEVEL ITEM IDENTIFIED WINDOW / STOREFRONT / CURTAIN WALL / LOUVER TYPE PARTITION TYPE FIRE EXTINGUISHER RECESSED IN WALL CABINET FIRE EXTINGUISHER MOUNTED ON WALL BRACKETS FD - FLOOR DRAIN BUILDING SECTION REFERENCE BUILDING SECTION NUMBER WHERE BUILDING SECTION IS SHOWN REF: / LOCATION OF DETAIL CUT (AS SHOWN) BOT TOP SIM BLOSSOM ST. GADSDEN ST. SEE PARTITION TYPES FOR UL DESIGN NO'S. PROJECT LOCATION USC GREEK VILLAGE ALTERNATE WALL SECTION REFERENCE WALL SECTION / DETAIL NUMBER WHERE WALL SECTION / DETAIL IS SHOWN TOP = TOP HALF OF WALL FOR PARTICULAR LEVEL BOT = BOTTOM HALF OF WALL FOR PARTICULAR LEVEL WALL SECTION / DETAIL NUMBER WHERE WALL SECTION / DETAIL IS SHOWN SIM = SIMILAR CONDITION OH = OPPOSITE HAND CONDITION OPP = OPPOSITE HAND CONDITION ROT = ROTATED CONDITION FIRE RATED WALL SYMBOLS ONE-HOUR FIRE-RATED WALL ASSEMBLY TWO-HOUR FIRE-RATED WALL ASSEMBLY FOUR-HOUR FIRE-RATED WALL ASSEMBLY BRICK VENEER / CMU CONTROL JOINT CAST STONE CONTROL JOINT TOILET / LOCKER ROOM ACCESSORY SYMBOL GYPSUM BOARD CONTROL JOINT INDICATES A CHANGE IN ORIENTATION OF CUT PLANE (INTERIOR ELEVATION ONLY) REVISION SYMBOL CLOUD AROUND REVISION EXTERIOR WALL / ROOF CONSTRUCTION TYPE LINCOLN ST. MATERIAL DESIGNATIONS COMPACTED EARTH POROUS FILL (STONE OR GRAVEL) CONCRETE CONCRETE MASONRY UNIT (CMU) BRICK SAND, PLASTER, CEMENT, GROUT STEEL RECREATION FIELDS AT THE STROM THURMOND WELLNESS CENTER WOOD (ROUGH) WOOD (FINISHED) PLYWOOD BATT INSULATION GYPSUM BOARD RIGID INSULATION SITE DEVELOPMENT INFORMATION:. TOTAL AREA OF PROJECT SITE (IN ACRES): 22 ACRES (USC GREEK VILLAGE) A. TOTAL AREA OF PROJECT SITE THAT WILL BE DISTURBED/DEVELOPED (IN ACRES): <.25 ACRES B. MUNICIPALITY AND/OR COUNTY WHERE PROJECT IS LOCATED: C. JURISDICTION FOR:. SITE WORK: 2. FIRE DEPARTMENT: 3. WATER: 4. SEWER: 5. ZONING:.2 IS PROJECT IN FLOOD PLAIN? YES NO X A. FLOOD MAP INFORMATION: N/A COMMUNITY NO.: 45079C0094H PANEL NO.: 0094 B. FLOOD ZONE: ZONE X BASE FLOOD ELEVATION (BFE).: N/A.3 IS PROJECT IN WETLANDS AREA? ELECTRICAL INFORMATION: YES NO X. SERVICE TRANSFORMER: BY OWNER? BY UTILITY? X (EXISTING SERVICES) 2. PROVIDE THE FOLLOWING SERVICE INFORMATION: ONE EXISTING SERVICE SERVICE VOLTAGE/PHASE: 240V / PHASE AMPERES: 50 SERVICE ENTRANCE CONDUCTORS SIZE: 8 QUANTITY PER PHASE: TOTAL CONNECTED LOAD KVA: 0.3 KVA AVAILABLE FAULT CURRENT IN SYMMETRICRAL AMPERES: _8 KAIC NTERRUPTING CAPACITY OF SERVICE OVERCURRENT DEVICE: 4 KAIC TYPE OF GROUNDING ELECTRODE SYSTEM(S) PER NEC 250-C: DRIVEN ROD 3. EMERGENCY GENERATOR (IF ANY): N/A T. TITLE SHEET LANDSCAPE I- IRRIGATION PLAN L- LANDSCAPE PLAN L-2 LANDSCAPE DETAILS CIVIL C.0 SITE PLAN ARCHITECTURAL SIGNAGE PLANS, ELEVATIONS & DETAILS ELECTRICAL E. ELECTRICAL PLANS PROJECT TITLE A/E SEAL A/E SEAL REVISIONS Author DRAWN BY: DRAWING TITLE PROJECT NO. UNIVERSITY OF SOUTH CAROLINA GREEK VILLAGE SIGNAGE & IMPROVEMENTS 850 Blossom Street Columbia, SC USC Project No. CP NO. NAME DATE Checker CHECKED BY: TITLE SHEET U279. DATE THIS DRAWING AND THE DESIGN THEREON ARE THE PROPERTY OF THE GARVIN DESIGN GROUP, INC. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING WITHOUT THE WRITTEN CONSENT OF THE GARVIN DESIGN GROUP IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DRAWING NO. GARVIN DESIGN GROUP, INC.
2
3
4
5
6 ΛΧΑ ΣΧ LINCOLN STREET 2 SITE PLAN " = 20'-0" REFERENCED ON: T. 6 DEMO EXISTING SIDEWALK, COORDINATE WITH CIVIL 8 BLOSSOM ST. SIGNAGE TO OCCUR IN 0TH BAY FROM THE EAST, 9TH FROM THE WEST, AS INDICATED. FIELD VERIFY LOCATION WITH ARCHITECT BEFORE BEGINNING WORK 23' - 7" 3 BLOSSOM STREET REMOVE EXISTING WROUGHT IRON FENCE AND TOP ROWLOCK AND EXTEND NEW BRICK WALL UP AS SHOWN IN ELEVATION 5/ ' - 7/8" 2' - 3 /4" ' - 7/8" EXISTING BRICK PIER AND PRECAST CAP TO REMAIN (EACH SIDE) EXISTING LOW BRICK WALL AND WROUGHT IRON FENCE TO REMAIN (EACH SIDE) 7 4 GADSDEN STREET PROJECT TITLE A/E SEAL A/E SEAL UNIVERSITY OF SOUTH CAROLINA GREEK VILLAGE SIGNAGE & IMPROVEMENTS 850 Blossom Street Columbia, SC USC Project No. CP /24/202 2:3: PM 2 LINCOLN STREET SIGNAGE /4" = '-0" REFERENCED ON: EXISTING WALL. PROTECT THROUGHOUT INSTALLATION 5 5/8" 0" 2 7/8" 2" ' - 0" 9' - 2" 6 LINCOLN STREET SIGNAGE ELEVATION /4" = '-0" REFERENCED ON: 6' - 0 3/4" 4 /2" LETTERING TO BE PROVIDED AND INSTALLED BY USC. USC STANDARD LETTERING: REVIVAL 565 BT FONT, BRASS FINISH. LINEAR WALL MTD. LIGHT FIXTURES, SEE ELECTRICAL DWGS. EXISTING PIERS TO REMAIN 6' - 0" 3' - 6" 6' - 6" 2' - 0" F.V. 5' - 0" F.V. 8 2' - 6" 7' - 7 /2" 5' - 0" EDGE OF NEW CONCRETE SIDEWALK LETTERING AND LOGO TO BE PROVIDED AND INSTALLED BY USC. USC STANDARD LETTERING: REVIVAL 565 BT FONT, BRASS FINISH. 0" 2' - 0" PLANTER WITH TOPSOIL BACKFILL NEW PLANTER WALL ' - 3" 5 NEW BRICK WALL INFILL TO BE CONSTRUCTED ABOVE EXISTING LOW WALL. SEE DETAIL 8/ ' - 7/8" 2' - 3 /4" ' - 7/8" 5' - /4" 2' - " EXISTING BRICK WALL AND STEEL FENCING TO REMAIN 6" 3 BLOSSOM STREET SIGNAGE /4" = '-0" REFERENCED ON: 6' - 8 /4" 5 BLOSSOM STREET SIGNAGE ELEVATION /4" = '-0" REFERENCED ON: 23' - 7" 6' - 8 /4" 5' - /4" LEVEL OF NEW SIDEWALK EXISTING BRICK WALL AND LINEAR WALL MTD. LIGHT STEEL FENCING TO REMAIN FIXTURES, SEE ELEC.DWGS. NEW PLANTER TO BE CONSTRUCTED. SEE PLAN AND SECTION DETAIL 8/ EXISTING PIERS TO REMAIN GENERAL NOTES:. STEEL FENCING TO BE REMOVED AND TURNED OVER TO OWNER. 2. ALL DIMENSIONS TO BE FIELD VERIFIED. 0 /2" 2' - 0 /8" CONCRETE CONTROL JOINTS, SEE CIVIL 7' - 7 /2" 6' - 6" 3' - 6" 4 /2" 6' - 0" 6' - 0 3/4" EXISTING WALL. PROTECT THROUGHOUT INSTALLATION 9' - 2" 2 7/8" 2" ' - 0" 5 5/8" 0" 7 GADSDEN STREET SIGNAGE ELEVATION /4" = '-0" REFERENCED ON: 4 GADSDEN STREET SIGNAGE /4" = '-0" REFERENCED ON: *ALL NEW BRICK AND MORTAR TO MATCH EXISTING, AND BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. BRICK CAP HEADER COURSE WALL CAP, ALTERNATE FULL AND HALF BRICK MEMBRANE FLASHING, AT SECOND COURSE DOWN, SEAL ALL PENETRATIONS REMOVE EXISTING HEADER COURSE ON TOP OF LOW WALL AND CONTINUE BRICK WALL UP TO HEIGHT SHOWN NEW EXISTING REMOVE EXISTING CONCRETE SIDEWALK TO EXTENTS SHOWN ON PLAN EXISTING BRICK WALL TO REMAIN EXISTING CONCRETE FOOTING 8 SIGNAGE SECTION /2" = '-0" REFERENCED ON: 2' - 0" 0" ' - 0" 5/8" VARIES EXISTING BRICK AND PRECST PIER BEYOND TO REMAIN LETTERING AND LOGO TO BE PROVIDED AND INSTALLED BY USC LINEAR WALL MTD. LIGHT FIXTURES, SEE ELECTRICAL DWGS. MOUNT AS CLOSE TO SOIL LEVEL AS POSSIBLE. COORDINATE WITH ARCHITECT IN FIELD. PLANTER WITH TOPSOIL AND PLANTINGS, SEE LANDSCAPE DWGS. WATERPROOFING MEMBRANE TO LINE ALL SIDES OF BRICK PLANTER, EXTEND TO FOOTING BRICK CAP HEADER COURSE WALL CAP, ALTERNATE FULL AND HALF BRICK AND CUT AS REQUIRED AT RADIUS MEMBRANE FLASHING, AT SECOND COURSE DOWN, SEAL ALL PENETRATIONS HEADER COURSE WALL CAP TO BE SAME HEIGHT AS ADJACENT WALL CAPS TO THE EAST, SEE ELEVATION NEW CONCRETE SIDEWALK, SEE CIVIL #4 8" O.C. (2) #4 REBAR EQUAL SPACING CONTINUOUS CONCRETE FOOTING, 4000 PSI COMPACT SUBGRADE TO 95% SPD REVISIONS CBR DRAWN BY: DRAWING TITLE PROJECT NO. NO. NAME DATE TEB CHECKED BY: SIGNAGE PLANS, ELEVATIONS & DETAILS U279. DATE THIS DRAWING AND THE DESIGN THEREON ARE THE PROPERTY OF THE GARVIN DESIGN GROUP, INC. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING WITHOUT THE WRITTEN CONSENT OF THE GARVIN DESIGN GROUP IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DRAWING GARVIN DESIGN GROUP, INC.
7
GREEK VILLAGE SAFETY AND AESTHETIC IMPROVEMENTS
? 7' 0' asphalt parking asphalt parking Benchmark Rebar Set Elevation = 97.2' 97 96 96 95 95 95 92 94 9 95 94 94 95 95 93 94 9 93 92 9 90 94 92 9 3 9 94 9 2 93 93 94 93 93 92 PROJECT NO. U279. DATE 8.20.2
More informationA.S.F. ADJ. A.F.F. ALUM. ATTN. BATHRM. BLDG. BLKG. BD. CAB. CLG. CMU COL. CONC. CONT. C.T. DIA. DBL. DWGS. EA. E.J. ELEV. EQ. EXIST. EXT. F.B.O.
A.S.F. ADJ. A.F.F. ALUM. ATTN. BATHRM. BLDG. BLKG. BD. CAB. CL CLG. CMU COL. CONC. CONT. CP C.T. DIA. DBL. DN DWGS. EA. E.J. ELEV. EQ. EXIST. EXT. F.B.O. F.O.F. F.O.S. FIN. FLR. GA. GALV. GL. GLU-LAM.
More informationCOLUMBIA HALL ELEVATOR MODERNIZATION
COLUMBIA HALL MODERNIZATION Architects STATE PROJECT NO.: H27-6008 UNIVERSITY OF SOUTH CAROLINA A.C.T. ALUM. BD BLKG C.J. C.T. CMU CONC. CONT CPT CR DTL. E.J. ELEC. EQ EXIST./EXG EXP FE FEC FF FLR FTG
More informationFRANKLIN/CLAYTON ASSOCIATION WAREHOUSE
G E N E R A L N O T E S: ABBREVIATIONS THESE DRAWINGS ARE INSTRUMENTS OF THE ARCHITECTURAL SERVICES RENDERED BY PLLC. AS SUCH THEY ARE PROPERTY OF. THEY ARE NOT TO BE USED, COPIED OR REPRODUCED WITHOUT
More informationABBREVIATIONS AFF AFG ALUM ARCH BLKG BU CL
GENERAL NOTES SYMBOLS ABBREVIATIONS.. 3. 4. 5. 6. 7. 8. 9. 0. These documents indicate materials and methods of interior construction to set the standard quality and/or performance. Other materials and/or
More informationUniversity of South Carolina U Challenge Course Building and Fence
University of South Carolina U75. Challenge Course Building and Fence March 3, 03 Garvin Design Group 09 Lincoln St. Columbia, SC 90 ADDENDUM NO. The following items shall take precedence over the drawings
More informationCLASSROOM MODIFICATIONS AT MURRAY LASAINE ELEMENTARY
MODIFICATIONS AT PROGRAM MANAGER ARCHITECT CIVIL ENGINEER MEP ENGINEER 399 BRIDGEVIEW DRIVE NORTH CHARLESTON, SC 29405 8435294989 CONT: RONALD KRAMPS CUMMING CONSTRUCTION CORPORATION 3896 LEEDS AVENUE
More informationTP: 89'-0" BP: 86'-6 1/4" 2'-0" Typ TP: 89'-0" BP: 86'-6 1/4" 2'-0" Typ S201 TW: 89'-0" TF: 86'-0" S201 TW: 87'-11 1/4" S201 TF: 86'-10 1/4" S201
Resource reginc.com 0.. '-" P: '-" 0'-0" " P: '- /" 0'-" '-" '-0" '-0" 0'-0" '-0" '-" '- /" TF: '-0" TW: '-0" TF: '-0" TW: '-0" TF: '-0" TW: '- /" TF: '-" " Typ Sim. P: '-" " TF: '-0" C '- /" '-" Varies
More informationTO THE DRAWINGS AND THE PROJECT MANUAL
NO. TO THE DRAWINGS AND THE PROJECT MANUAL PROJECT NAME: Elementary School and High School Additions and Renovations CLIENT NAME: Peaster ISD LOCATION: Peaster, Texas PROJECT NUMBER: 803-0-0, 803-0-0 PROPOSAL
More informationSPECIAL NOTES: EXCLUSIONS: THE FOLLOWING ITEMS ARE NOT SUPPLIED - SEE SEPARATE SAMPLES FOR GLASS MAKE UP.
SPECIAL NOTES: - SEE SEPARATE SAMPLES FOR GLASS MAKE UP. A/C ACCESS CONTROLLED A.F.F. C L B.O.M. DIM. D.L.O. D.L. D.O. EL. F.D. F.F. G.C. ABOVE FINISHED FLOOR BOTTOM OF MULLION CENTER LINE DIMENSION DAYLIGHT
More informationSITE / BUILDING PLAN 10/18/16 10/18/16 A+M ARCHITECTS, LLC REINF. ANGLE REQUIRED AT ALL ROOFTOP UNITS WHERE "X" EXCEEDS 8"
10'-7" 4 7/8" 30'- 20'-7 3/8" WH WH A+M ARCHITECTS, LLC TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL OCCUPANTS WITHIN THE BUILDING ARE IN COMPLIANCE WITH APPLICABLE ILLINOIS STATE PLUMBING CODES PERTAINING
More informationSPACE TYPE: OUTSIDE PARKING (STRUCTURE)
SPACE TYPE: OUTSIDE PARKING (STRUCTURE) Construction Criteria The unit costs for Outside Parking (Structure) space types are based on the construction quality and design features in the following table.
More informationMCCARTY ARCHITECTS, P.A. POST OFFICE BOX 440 / 533 WEST MAIN STREET TUPELO, MS / FOR ANSWERS TO QUESTIONS CONTACT: JUSTIN HARRINGTON
ADDENDUM NUMBER FROM: MCCARTY ARCHITECTS, P.A. POST OFFICE BOX 0 / 533 WEST MAIN STREET TUPELO, MS 3880 / 3880 FOR ANSWERS TO QUESTIONS CONTACT: JUSTIN HARRINGTON PHONE: -8-00 PROJECT: ACADEMIC STUDENT
More informationA PORTION OF THE LINK IS TO REMAIN AND BE CONVERTED TO A NEW ENTRY VESTIBULE. SEE ADDITIONAL DRAWING FOR THIS WORK.
UNK WELCH HALL DEMOLITION 2504 19TH AVENUE KEARNEY, NE 68849 PROJECT NUMBER: K025P005 BUILDING NOTES: THE ORIGINAL BUILDING WAS AN EARLY DORM WITH 2 STORIES AND A PARTIAL BASEMENT. A ONE STORY ADDITION
More informationOAK TREE LIQUOR STORE
DRAWING LIST ARCHITECTURAL A000 - COVER SHEET D0 - DEMOLITION PLANS & ELEVATIONS A0 - PLANS, ELEVATIONS & DETAILS A40 - BUILDING S A40 - BUILDING S ARCHITECT: Engineering (00) Inc. 6 Great George Street,
More informationLEGENDS/SYMBOLS INDEX SHEET NUMBER ABBREVIATIONS PROJECT NAME AND ADDRESS 2/3/12 1ST. SUBMISSION ARCHITECTURAL DRAWINGS: DATED 08/05/11
LEGENDS/SYMBOLS FINISHED WOOD PLYWOOD DIMENSION LUMBER BATT INSULATION FACE BRICK GROUT RIGID INSULATION GLAZED TILE CUT STONE MARBLE CONCRETE ACOUSTICAL CEILING CONCRETE BLOCK SHIM PACK STEEL IN SECTION
More informationREPAIR BUILDING ENVELOPE
NO. DESCRIPTION 0 REPAIR BUILDING ENVELOPE AT CCAC NORTH CAMPUS TEAM RADELET McCARTHY POLLETTA INCORPORATED ARCHITECTS AND INTERIOR DESIGNERS 00 FIRST & MARKET BUILDING 00 FIRST AVENUE PITTSBURGH, PENNSYLVANIA
More informationFRANKLIN VILLAGE APARTMENTS Building I Franklin Street Morristown, NJ Block: 3901 Lots: 4,5,6
PROJECT MANUAL for: FRANKLIN VILLAGE APARTMENTS Building I Morristown, NJ 07960 Block: 3901 Lots: 4,5,6 Owner: Atlantic Health Investment Corp. 200 American Road Morris Plains, NJ 07950 Architect NETTA
More informationSecond Story Addition. 703 Cornell Avenue. Albany, CA. Project Description
Perspective View Second Story Addition architect Avenue Albany, CA Project Data Project Description Zoning Information Work to consist of addition of 66 s.f. second floor over existing garage, construction
More informationARCHITECTURAL SHEET INDEX MECHANICAL SHEET INDEX ELECTRICAL SHEET INDEX
WILLIAMS MALL W:\48\18-4802\Drawings\WSU BIO-SCIENCE BLDG. STEAM BOILER\Sheets\18-4802-G1.dwg, 6/22/2018 2:04:17 PM SHEET A1 M1 M2 M3 M4 M5 M6 E1 E2 ARCHITECTURAL SHEET INDEX DESCRIPTION ARCHITECTURAL
More informationPHASE I ACADEMIC BUILDING CORE RENOVATIONS RCNJ Project No C
PHASE I ACADEMIC BUILDING CORE RENOVATIONS RCNJ Project No. 20140101C CONSTRUCTION ESTIMATE AND PROJECT BUDGET Dated June 7. 2014 Estimated Cost HARD COSTS $ 1,560,284 Core Renovations (Toilet Rooms, Ceilings
More informationProposal Request (attachment to AIA Form G709)
Proposal Request (attachment to AIA Form G09) PR No: PR-0 Date: January, 06 Project: Great Work Montessori School Owner: Great Work Inc. Architect: Cuningham Group Copy To: File DESCRIPTION OF WORK The
More information1. INVITATION TO BID: CHANGE the date for receiving bids from 10 March 2015 to THURSDAY, 12 MARCH The time shall remain the same.
03/04/15 PHASE 2 MULTIPURPOSE RENOVATION DREAMS OF WILMINGTON, INC. To: ALL BIDDERS & PLAN ROOM From: ARCHITECT No. of pages: 5 pdf CHANGES TO PROJECT MANUAL 1. INVITATION TO BID: CHANGE the date for receiving
More informationPAULDING COLLEGE & CAREER ACADEMY
PAULDING COLLEGE & CAREER ACADEMY 000110 OF THE PROJECT MANUAL FOR THE CONSTRUCTION OF: PAULDING COLLEGE & CAREER ACADEMY DALLAS, GEORGIA DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 000101 TITLE
More informationTABLE OF CONTENTS Updated 1/2014 SECTION TITLE DATE
TABLE OF CONTENTS SECTION TITLE DATE Division 00 Procurement and Contracting Requirements 000101... Project Title Page 000116... CAD Standards 001116... Invitation to Bid 002113... Instructions to Bidders
More informationTable of Contents. Division 2 Site Work Site Preparation Site Demolition Tree Protection Excavation, Trenching, and Backfilling for Utilities
Division 1 Requirements Design and Construction Quality Campus Master Plans Texas Tech University System Operating and Building Maintenance Project Administration Historically Underutilized Business (HUB)
More information6'-0" G-4 ADJUSTABLE SHELVING 2'-0" 4'-5" MOP SINK STORAGE '-0" 2'-0" 26'-6" G-4 6' X 4' OPENING WITH SHUTTER BASE CABINETS 34" FOR ADA 20'-0"
2 G1 3'4" 4'0" ROOM FINISH SCHEDULE 4'0" F.F. WINDOW DETAILS GROUT CORES SOLID GROUT CORES SOLID 3 G1 #5 BARS HOLLOW METAL FRAME INSULATED GLASS 1" CLEAR INSULATED (U=0.45) CAULKING & BACKER ROD PREFORMED
More informationPHELPS STREET WICK AVENUE WEST RAYEN AVENUE N SITE PLAN. architecture llc T110 2,500 SF T130 1,225 SF T150 1,225 SF T170 2,620 SF
T110 2,500 SF T130 T150 T170 2,620 SF UNIT SUMMARY SUITE 1st 2nd 3rd 4th TOTAL 1 BEDROOM 0 4 4 4 12 (19%) 2 BEDROOM 3 4 4 4 15 (23%) 4 BEDROOM 8 10 10 10 38 (58%) TOTAL 11 18 18 18 65 BED COUNT 194 PHELPS
More informationExecutive Summary Charles City CSD Middle School Addition Budget Update February 23, 2015
Executive Summary Charles City CSD Middle School Addition Budget Update February 23, 205 Project Approach This budget update is based on DD drawings and preliminary outline specification dated February
More informationELEVATION GENERAL NOTES: 1. ALL PAINT / FINISH SYMBOL DEFINITIONS FOUND ON A8.1. 2. ALL NEW GLAZING WITHIN 18" OF GROUND OR ADJACENT TO DOOR(S) TO BE TEMPERED. 3. REMOVE ALL EXISTING METLA COPING CAPS
More information260,000 SF Building Profile
Expanding Your Development & Investment Perspectives 260,000 SF Building Profile Precast & Brick Exterior Finish 245,000 SF Production/Warehouse 7,500 SF Office & 7,500 SF Mezzanine 50 x 50 Bays, 24 Clear
More informationThe following items are intended to revise and clarify the Drawings and the Project Manual.
CHARLOTTESVILLE, VA 6 Charlotte Park Drive, Suite 0 Charlotte, NC 87-9 t: 70 966 f: 70 966 UNC Charlotte Union Parking Deck Expansion SKA Project No. 6067. SCO ID No. 6-67-0A March 6, 07 Subject: Addendum
More informationSTATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL AND CULTURAL RESOURCES DIVISION OF PARKS AND RECREATION SKI PATROL HUT PROJECT #: CAP 1804
STATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL AND CULTURAL RESOURCES DIVISION OF PARKS AND RECREATION PROJECT #: CAP 1804 FRANCONIA NOTCH STATE PARK FRANCONIA, NEW HAMPSHIRE BID SET 8/4/2017 DRAWING LIST:
More informationNEW ILLUMINATED LED SIGNAGE PAINTED STOREFRONT W/ VINYL GRAPHIC AND NEW LED SIGNAGE PAINT FINISHES (PROVIDE (2) COATS FOR ALL PAINTING) PT-1
MTA RR APPARATUS NEW ILLUMINATED LED SIGNAGE LIGHTWEIGHT REMOVABLE ALUMINUM PANEL FENCE 88 NORTH AVE CDR JOB NO. 60 NORTH AVE NORTH AVE CURRENT VIEW OF 88 NORTH AVENUE PROPOSED FACADE AT 88 NORTH AVENUE
More informationTenant Fit-Out for PLCB / Waynesboro Mall
Tenant Fit-Out for PLCB / CODE REVIEW: PROJECT DESCRIPTION TENANT BUILD OUT PROPOSED USE SALE OF BEVERAGE ALCOHOL / PLCB SPRINKLERED: YES ALLOWABLE BUILDING HEIGHT & AREA: GROUP M / TYPE VB ALLOWED 1 STORY
More informationL K J H F E OPEN ADMIN. AREA V.S. MANAGER WOMEN L.I.C. STN. STL. FLASHING, TYP. UPPER ROOF EL. +41'-0" METAL ROOFING SYSTEM
Museum Fndtn 60 W. 3th Street Overland Park, KS 663 L K J H F E Boston, MA 008 SERVICE WING ROOF EL. +9'-0" Section 3/3" = '-0" LOWER ROOF EL. +37'-6" Q P N M MECHANICAL MOPF COLLECTION STORAGE CRATE STORAGE
More informationPROCUREMENT AND CONTRACTING DOCUMENTS GROUP
PROCUREMENT AND CONTRACTING DOCUMENTS GROUP DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 00 11 00 Notice To Bidders 00 21 00 Instructions To Bidders 00 22 00 Supplementary Instructions To Bidders
More informationExisting Site Aerial Frederick High School Feasibility Study September 5, 2012
Existing Site Aerial Building Developmental History 1981 1966 1939 1977 1978 1955 1966 Exterior Roof: Most of existing roof has multi ply built up roofing. Some areas have gravel ballast, others have cap
More informationPulaski County, Virginia Typical Carport Enclosure Details Based on the 2012 International Residential Code
Pulaski County, Virginia Typical Carport Enclosure Details Based on the 2012 International Residential Code Carports enclosed into one-story garages or living spaces must be constructed in conformance
More informationExpanding Your Development & Investment Perspectives 159,000 SF Building Profile
Expanding Your Development & Investment Perspectives 159,000 SF Building Profile Metal & EIFS Exterior Finish 150,000 SF Production/Warehouse 4,500 SF Office & 4,500 SF Mezzanine 50 x 50 Bays, 24 Clear
More informationHINSDALE, ILLINOIS FOR MATERIAL INDICATIONS GRAVEL CMU
ABBREVIATIONS AND SYMBOLS MATERIAL INDICATIONS DRAWINGS INDEX CERTIFICATION AB AC AC.T. ADA ANCHOR BOLT ACOUSTIC ACOUSTICAL TILE AMERICANS WITH DISABILITIES ACT DL. DR. DRWG. DS DEAD LOAD DOWN DOOR DRAWING
More informationDemolition Plans Salisbury Management NEW STORY SCHOOL
Demolition Plans BUILDING CODE REVIEW REFERENCE CODE: NEW CONSTRUCTION 29 INTERNATIONAL EXISTING BUILDING CODE REVATIONS TO EXISTING BUILDING ADDITION(S) DRAWING # TITLE ALTERATION(S) D-............ COVER
More informationTABLE OF CONTENTS DIVISION 1 GENERAL REQUIREMENTS
AIA General Conditions... GC-1 to GC-44 Amendments to General Conditions... AM-1 to AM-2 Supplements to General Conditions... SU-1 to SU-7 00200 Instructions To Bidders... 1 3 00201 Contractor s Bidding
More informationTo all proposed Bidders for the above-referenced project, the following changes are hereby made and will become a part of the Contract Documents:
ADDENDUM NO. Loveland Housing Authority Administration Building 375 w. 37 th Street Loveland, CO 80538 Project No. 630 alm 2 s 72 Whalers Way, Suite B-00 Fort Collins, CO 80525 (970) 223-820 August, 207
More informationROOF DETAIL RD-16 CONSTRUCTION DOCUMENTS - PHASE / PENNSYLVANIA HOUSING FINANCE AGENCY/ MAY 22, 2017 MURRAY ASSOCIATES ARCHITECTS, P.C.
3 4" ARRISCRAFT VENEER " NOMINAL AIR SPACE 2" RIGID INSULATION 8" CMU REINFORCED CONCRETE SLAB OVER METAL DECK - REFER TO STRUCTURAL DWGS 20 FIRST FLOOR 343' - 5" CONTINUOUS SEALANT TERMINATION BAR STAINLESS
More informationMITTERSILL WARMING HUT
STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES AND ECONOMIC DEVELOPMENT DIVISION OF PARKS AND RECREATION PROJECT #: CAP 1786 FRANCONIA NOTCH STATE PARK FRANCONIA, NEW HAMPSHIRE DRAWING LIST: COVER SHEET
More informationTABLE OF CONTENTS Public Safety Building
DOCUMENT 00 01 10 - TABLE OF CONTENTS VOLUME I DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 10 Table of Contents 00 31 32 Geotechnical Data DIVISION 01 GENERAL REQUIREMENTS 01 10 00 Summary
More informationPulaski County, Virginia
Pulaski County, Virginia Typical Carport Enclosure Details Based on the 2009 International Residential Code CONTENTS General Requirements... 2 Emergency Escape and Rescue... 2 Foundation and Floor... 3
More informationHURON PUBLIC WORKS BUILDING HURON, SOUTH DAKOTA BID NO R
HURON PUBLIC WORKS BUILDING HURON, SOUTH DAKOTA BID NO. 2017-26R Stone Group Architects Project No. 1731 ADDENDUM DATE: September 14, 2017 BID DATE: September 18, 2017 2:00 P.M. C.S.T. SCOPE OF THIS ADDENDUM:
More informationOne and Two Family Additions
One and Two Family Additions An addition to a house, duplex, garage, or an accessory structure requires a building permit prior to performing any construction. Building Department & Permit Office Mon-Fri
More informationAnchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi
STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel
More informationSECTION WALL AND DOOR PROTECTION
PART 1 - GENERAL 1.1 DESCRIPTION: SECTION 10 26 00 WALL AND DOOR PROTECTION SPEC WRITER NOTE: Delete between // // if not applicable to project. Also delete any other item or paragraph not applicable to
More informationA3.01 OUTDOOR WALKWAY STORAGE 1525 WOMEN CLASSROOM 1526 MEN 1520E STORAGE EXAM CLASSROOM 1521A CLASSROOM STORAGE OUTDOOR WALKWAY A3.
1 A3.01 GENERAL SHEET NOTES 1523 1522B 1522-A 1522A 1524 CONFERENCE DUCT SHAFT 1508 ELECT./ JAN. 1521B 1521A 1520 1520 LEVEL 2 KEY PLAN 2 1/8" = 1'-0" 1526 MEN 1520E STORAGE 3 1 2 STORAGE 1 A3.01 1 2 1525
More information4.1.3 Project Manual
4.1.3 Project Manual (*Section requires Filed Sub-Bid) PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP Division 00 Procurement and Contracting Requirements Section 00 01 03 Project Directory Section 01
More informationWatercrest - Sand Hill - Columbia, SC TABLE OF CONTENTS PROCUREMENT AND CONTRACTING REQUIREMENTS
Watercrest - Sand Hill - Columbia, SC 00 0110-1 TABLE OF CONTENTS DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS INTRODUCTORY INFORMATION Document 00 0101 Document 00 0110 Project Title Page CONTRACTING
More informationCustom 22' x 40' - 16' Tall Garage Plan #g227 By SDS-CAD Specialized Design Systems
P O Box 34 Mendon, Utah Custom 22' x 40' - 16' Tall Garage Plan #g22 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical
More informationADDENDUM NO. 2 Consisting of 3 pages and Attachments
10404-125 Street, Edmonton, AB. T5N 1T2 Tel: 780.455.5975 Fax: 780.454.2397 info@cdyarchitect.com ADDENDUM NO. 2 Consisting of 3 pages and Attachments PROJECT: Maina Centre Ville Phase II, Beaumont, Alberta
More informationATTACHMENT 2 DRC Page 1 of 13
Page 1 of 13 CLEAR GLASS 7' - 6" SPANDREL GLASS CLEAR GLASS SOLID PHENOLIC PANEL MEAT PREP 206 EMPLOYEE LOCKERS 181 VARIES 8' - 1" 2' - 9" 3' - 1" 2' - 8" 2' - 5" 0'-0" 19' - 6" SECTION @ SOUTH WALL Scale:
More informationCustom 30 x 48-14' Tall Garage Plan #g226 By SDS-CAD Specialized Design Systems
P O Box 34 Mendon, Utah Custom 30 x 48-14' Tall Garage Plan #g226 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical Section
More informationHIGHLANDVIEW CEMETERY CHAPEL
HIGHLANDVIEW CEMETERY CHAPEL CONTACT: Ferris State University Small Town Studio Christopher Cosper, AIA, LEED, AP, Assistant Professor cosperc@ferris.edu 23.59.33 Sheet List Sheet Name Sheet # COVER A00
More informationEntellus 75 NORTH STREET MERRILL SHERIFF CONSTRUCTION. 181 North 200 West, Suite #4. Bountiful, UT Phone
Entllus DUMPSTER PAD AND REPLACE WITH NEW BETWEEN THESE TWO POINTS SAWCUT ALONG DEMO LINE REMOVE PARKING SPOTS CURB, GUTTER, ASPHALT AND LANDSCAPING, WITHIN HATCHED AREA FOR NEW ADDITION CURB & GUTTER
More informationADDENDUM NO. 2 PROJECT: Omaha Nation Food Distribution Building Macy, Nebraska Project No ARCHITECT:
ADDENDUM NO. 2 PROJECT: ARCHITECT: Omaha Nation Food Distribution Building Macy, Nebraska Project No. 7-7 PETERS AND ASSOCIATES, ARCHITECTS, P.C. 427 Dayton Circle, Suite Omaha, Nebraska 6837-5558 Date
More informationSchedule of Values Cruise Terminal 2 Expansion
Schedule of Values The Schedule of Values outlined below is intended to reflect the standard format that would be used in a Contractors Application for Payment. Values reflect materials and labor. General
More informationCM ASSIGNMENT OF TEMPORARY FACILITIES see included IU Project Site Requirements
SECTION A CM INSTRUCTIONS TO BIDDERS SECTION B BID CATEGORY DESCRIPTIONS & BID FORMS BC-07: Building HVAC and Plumbing BC-08: Building Electric BC-09: General Trades BC-10: Masonry BC-11: Precast Structural
More informationFOR LEASE CLICK ON AVAILABLE SPACE TO SEE PLAN MCCULLOUGH COMMONS. 230 East W.T. Harris Bl vd Charlott e, N.C LOCATION OVERVIEW
Dry Cleaners Floor 1 MCCULLOUGH COMMONS B11 6,422 SF 230 East W.T. Harris Bl vd Charlott e, N.C. 28262 202,722 SF 50 stores Formerly known as Grande Promenade Competitively positioned community center
More informationCOMPETITION GYM FLOORING AND BLEACHERS
COMPETITION GYM FLOORING AND BLEACHERS AT PAT NEFF MIDDLE SCHOOL NORTHSIDE INDEPENDENT SCHOOL DISTRICT 5227 EVERS RD. SAN ANTONIO, TEXAS 78238 B O A R D O F T R U S T E E S KATIE N. REED M'LISSA M. CHUMBLEY
More informationKU West Campus LEEP II High Bay Facility Project # , A (c)
Number Revision Title Rev Date Discipline Bulletin Drawings B-West Structural Category S051 0 General Notes - Sheet 1 7/31/13 Structural Bid Package B- West Campus S052 0 General Notes - Sheet 2 7/31/13
More informationDATE: 4/1/2014 SCALE: 3/16"=1'- 0" SHEET:
Terrace Level First Floor Second Floor Total Back Porch Front Porch Finished NA 1397 SF 743 SF 2140 SF 63 SF 195 SF Unfinished NOTES: All dimensions are framing dimensions, NOT finished dimensions Exterior
More informationRFI REPLY. Project: Palm Coast Readiness Center Date: 07/22/16 Flagler County, Florida Comm. No.: 09005
Project: Palm Coast Readiness Center Date: 07/22/16 Flagler County, Florida Comm. No.: 09005 To: All Bidding General Contractors Fax Email U.S. Mail Attn. Messenger We are sending the following: Quick
More informationC P A. Presented By Jason G. Smith, CCM, LEED AP. Founder and Principal of Construction Analysis and Planning, LLC
C P A CONSTRUCTION ANALYSIS AND PLANNING, LLC Presented By Jason G. Smith, CCM, LEED AP Founder and Principal of Author of Construction Management: Subcontractor Scopes of Work 1 Division of work: Primary
More informationDESIGN AND CODE CRITERIA ABBREVIATIONS. Applicable Codes Use Group Construction Type WIND DESIGN WIND SPEED (MPH) SEISMIC DESIGN CATEGORY
7 CRABAPPLE STREET DESIGN AND CODE CRITERIA ABBREVIATIONS # Pound OR Number & And @ At ACT Acoustic Ceiling Tile AD Area Drain AFF Above Finished Floor ALUM Aluminum ANOD Anodized BSMT Basement BYND Beyond
More informationDESIGN by SEAD HADZIC - Domo, Inc. STRUCTURAL ENGINEERING by C. PAUL DIGIACOMO FL P.E. # February 24, 2005
DESIGN by SEAD HADZIC - Domo, Inc STRUCTURAL ENGINEERING by C. PAUL DIGIACOMO FL P.E. #59660 RIVER POINT ROAD W. STA. 0+00 EXISTING TREES (APPROX.) 32.4' SETBACK LINE 5' X 8' SEPTIC TANK ' X 8' 3.8' WALKWAY
More informationG703 Continuation Sheet Minimum Schedule of Values Please use the breakdown listed below when submitting your billing for the project
Billing Requirements G703 Continuation Sheet Minimum Schedule of Values Please use the breakdown listed below when submitting your billing for the project Sitework / Paving Excavation and Grading Labor
More informationST. MARGARET'S EPISCOPAL SCHOOL - STUDENT PARKING
ST. MARGARET'S EPISCOPAL SCHOOL - STUDENT PARKING LANDSCAPE CONSTRUCTION DOCUMENTS A. VISIT SITE PRIOR TO SUBMITTING BIDS. B. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING
More informationWALL SYSTEMS ( Ref: The Building Illustrated, Ching, Francis DK )
WALL SYSTEMS ( Ref: The Building Illustrated, Ching, Francis DK ) 1.0 Comparative wall systems Wood stud walls * walls are normally 2x4, but may be 2x6. * studs are spaced 16. * studs carry vertical loads.
More informationADDENDUM 2 - JULY 14, 2015
7/9/2015 The Professional(s) of Record above has signed for the following specification sections: DIVISION 1 GENERAL REQUIREMENTS Section 01 10 00 Summary of Work Section 01 25 00 Substitution Procedures
More informationCustom 24 x 26 Garage Plan Roy Hartmann Plan #g218 By SDS-CAD Specialized Design Systems CLIENT
P O Box 34 Mendon, Utah Custom 24 x 26 Garage Plan Plan #g218 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical Section
More informationMECHANICAL M-1 LEGEND AND DETAILS M-2 FLOOR PLAN - DUCTWORK M-3 FLOOR PLAN - PIPING
SHEET TITLE ARCHITECTURAL A-0 COVER SHEET A-1 DEMOLITION NOTES A-2 DEMOLITION PLAN A-3 FLOOR PLAN NOTES A-4 FLOOR PLAN A-5 INTERIOR ELEVATIONS A-6 DOOR SCHEDULE A-7 DETAILS MECHANICAL M-1 LEGEND AND DETAILS
More informationBACON COUNTY MIDDLE / HIGH SCHOOL JAMES W. BUCKLEY & ASSOCIATES INC. ARCHITECTS ALMA BACON COUNTY BOARD OF EDUCATION GEORGIA SCHOOL CODE:
FINISH SCHEDULE ROOM FINISHES WAINSCOT CEILING NO. NAME FLOOR BASE WALL FINISH HEIGHT FINISH HEIGHT 000 CONC. R EPCB - - GLP 9-0 00 WOMEN CONC. R EPCB - - GLP -0 00 STORAGE CONC. R EPCB - - GLP 9-0 00
More informationG-001 & 2750 LAKE VILLA DRIVE METAIRIE, LOUISIANA PHONE(504) FAX(504) INDEX OF DRAWINGS W. ESPLANADE AVE.
CAUSEWAY BLVD W. ESPLANADE AVE. DIVISION ST. HESSMER AVE. EDENBORN AVE. VETERANS MEMORIAL BLVD. VICINITY MAP SCALE: 1"=500'-0" 0 500 1,000 FT INDEX OF DRAWINGS & 2750 LAKE VILLA DRIVE METAIRIE, LOUISIANA
More informationKARRIER PANEL - BRICK
KPH-DS-01-BRICK KPH-PJ-01-BRICK KPH-PJ-02-BRICK KPH-PJ-03-BRICK KPH-BS-01-BRICK KPH-BS-02-BRICK KPH-BS-03-BRICK KPH-OC-01-BRICK KPH-FO-01-BRICK KPH-FO-02-BRICK KPH-FO-03-BRICK KPH-FO-04-BRICK KPH-FO-05-BRICK
More informationSERIES 0 BIDDING REQUIREMENTS AND CONTRACT FORMS
SERIES 0 BIDDING REQUIREMENTS AND CONTRACT FORMS INDIANA UNIVERSITY BIDDING REQUIREMENTS NOTICE TO BIDDERS BID FORM INSTRUCTIONS TO BIDDERS CONTRACTOR S BID FOR PUBLIC WORK - FORM 96 (REVISED 2005) MINORITY,
More informationGARAGE MAIN FLOOR PLAN
#G389 14' X 24' X 8', Custom detached garage By Page 1 Page 2 Page 3 Page 4 Page BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. GARAGE
More informationFranklin Hall Renovation TABLE OF Document Indiana University Bloomington
VPS Project No. 2013022.00 Page 1 SPECIFICATIONS VOLUME I INTRODUCTORY INFORMATION Document 000010 - Table of Contents... 6 Document 000011 - Certification and Seals... 2 Document 000012 - Project Directory...
More informationMASONRY, ARCHITECTURE DESIGN AND BUILDING STANDARDS
MASONRY, ARCHITECTURE DESIGN AND BUILDING STANDARDS 4.5500 RESERVED 4.5501 MASONRY STANDARDS FOR CENTRAL BUSINESS DISTRICT (CBD) a) All buildings and structures shall be of exterior fire resistant construction,
More informationMarch 6, Subject: Addendum No. 2 Invitation for Bid No Toyota Park Transit Center Phase II. Ladies and Gentlemen:
March 6, 2018 Subject: Addendum No. 2 Toyota Park Transit Center Phase II Ladies and Gentlemen: This Addendum No. 2 is being issued to provide responses to questions submitted by potential bidders and
More informationEXIT CONTROL 108 SIM LAB 105 SIM LAB 106 BUSINESS 2465 SF 100 GROSS 25 OCCUPANTS CLASSROOM 104 DATA / COMM 103 SCOPE OF WORK
DN USCL NURSING OSE# H7-955 76 HUBBARD DRIVE LANCASTER, S.C. 970 DN DN DN UP UP 05 CONTROL 08 06 07 MECH 0 GOODWYN MILLS CAWOOD 0 East Washington Street, Suite 00 Greenville, SC 960 Tel 86.57.060 GMCNETWORK.COM
More informationDesign No. HI/BP PERIMETER FIRE BARRIER SYSTEM Hilti, Inc. ASTM E 2307 Table 1
FIRESTOP JOINT SPRAY CFS-SP WB SILICONE JOINT SPRAY CFS-SP SIL F-RATING 2-HR. 2-HR. T-RATING -HR. -HR. APPLICATION THICKNESS PERIMETER FIRE BARRIER SYSTEM Hilti, Inc. ASTM E 2307 Table /8" WET FILM (/6"
More informationMADISON WATER UTILITY MADISON, WISCONSIN UNIT WELL 26 GENERATOR ADDITION AND MCC UPGRADES
AND MCC UPGRADES VICINITY MAP CALL DIGGERS HOTLINE 1-800-242-8511 TOLL FREE LEGEND, ABBREVIATIONS, INDEX GENERAL NOTES AND BENCHMARKS G-1 HIGH POINT ROAD SITE PLAN C-1 PROPOSED SITE PLAN C-2 4" DIA. SCH
More informationForest Avenue. Cumberland Avenue. e-gas. YMCA Building. YMCA Building. 415 Cumberland Avenue
e-gas ws 122.20' S34 25'04"E S52 24'01"W 50.08' YMCA Building n/f Richards Fire Escape YMCA Building 8.66' 18.35' 10.44' Designates addition location Existing easement area Book 1212, page 217 Book 30443
More informationMEMORIAL HALL SOUTH DATA CENTER UPGRADE
GLASSBORO, NJ DCA REVIEW AUGUST 17, 2018 PROJECT LOCATION MECHANICAL ROOM BASEMENT SERVER ROOM FIRST FLOOR LOCATION PLAN SCALE: NONE 201 MULLICA HILL RD GLASSBORO, NJ 08028 KEY PLAN SCALE: NONE SOUTH DATA
More informationBUILDING CODES Presented by CORUM ENGINEERING
BUILDING CODES Presented by CORUM ENGINEERING AGENDA I. The Basics of Foundations A. Footer Designs B. Foundation Walls 1. Non-Backfilled Walls 2. Backfilled Walls (Retaining Walls) C. Slabs vs. Crawl
More informationInvitation to Bid. RLS Construction Group requests your firm to submit a quotation on the following project:
RLS CONSTRUCTION GROUP Phone: 717-502-6680 Fax: 717-502-6681 www.rlscg.com Invitation to Bid RLS Construction Group requests your firm to submit a quotation on the following project: Project: Location:
More information'Rose Avenue Project'
B1 B2 A1 A2 'Rose Avenue Project' Drafting & Design Tom Masters SITE PLAN A1 Kelowna, BC (250)317-2446 kelowna635@gmail.com NOTES PROVIDE FIRE STOPS IN ACCORDANCE WITH BC BUILDING CODE REFERENCE 9.10.15
More informationWATER 107 TOILET 106 EXISTING TYP. EXISTING CLG. TYP. (E) RETURN REGISTER SUPPLIES 105 NEW RETURN REGISTER
GFI (E) ROOM NOW WORK REQUIRED 60x66 30x60 ISTING TYP. ISTING CLG. TYP. AURORA, LLC 1155 S. Havana St. Space 53 Aurora, CO 80012 Code Information: 2009 International Building Code Address: 1155 S. Havana
More informationKimberly School District New Elementary School
Kimberly School District New Elementary School Bids to complete work as defined will be accepted, from invited contractors, by Starr Corporation until March 21st, 2017 at 2:00 PM. Bids may be delivered
More informationGENERAL NOTES 3. UNLESS OTHERWISE INDICATED, ALL PLAN DIMENSIONS ARE TO FACE OF STUD (F.O.S.) FACE OF MASONRY (C.M.U.), FACE OF CONCRETE, OR GRID
D:\Revit Temp\70074-A-Central_local-PM.rvt 9/10/2013 1:54:04 PM BELMONT VILLAGE ALBANY 1100 SAN PABLO AVENUE, ALBANY, CA 94706 DEVELOPER ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER MECHANICAL ENGINEER
More informationAccellent Cardiology Expansion Brooklyn Park, Minnesota EXTERIOR ENCLOSURE - PART Exterior Wall Construction
EXTERIOR ENCLOSURE - PART 4 4.1 Exterior Wall Construction A. The exterior wall systems consist of the assemblies outline below. Drawings will indicated the acronym associated with each of the wall system
More informationADDENDUM NO Refer to Specifications Section Alternates. Clarifications to alternate descriptions are as follows:
ADDENDUM NO. 1 TO THE DRAWINGS AND SPECIFICATIONS FOR THE New Dishman-McGinnis Elementary School Bowling Green Independent Schools Bowling Green, Kentucky BG 12-256 RTA 1209 March 11, 2013 To All Plan
More informationBrewery South. Elevations - North. Elevations - South. Elevations - East. Elevations - West NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION
A5.. A5.. Elevations North Elevations South BRICK PAINTED STUCCO 3 6" SMOOTH FINISH HORIZ. FIBER CEMENT SIDING 4 CLEAR SEALED CEDAR SHIPLAP SIDING 5 METAL PANEL 6 4" METAL GUARDRAIL W/ /" METAL PICKETS
More information