STRUCTURAL ABBREVIATIONS S-001 GENERAL NOTES CONCRETE MASONRY NOTES DESIGN NOTES SOF NSWG-10 UAS SUPPORT FACILITY FY 2016 MILCON P-225
|
|
|
- Gabriella Richards
- 6 years ago
- Views:
Transcription
1 GENERAL NOTES DESIGN NOTES (CONTINUED) FOUNDATION NOTES STRUCTURAL ABBREVIATIONS CONCRETE MASONRY NOTES DESIGN NOTES S-001
2 CONCRETE NOTES COLD-FORMED STEEL FRAMING NOTES PRE-ENGINEERED METAL BUILDING NOTES STRUCTURAL LEGEND SYMBOL DESCRIPTION POST-INSTALLED ANCHOR NOTES STRUCTURAL STEEL NOTES S-002
3 GENERAL SHEET NOTES NEW WORK KEYNOTES A1 FOUNDATION PLAN S-101
4 C1 SECTION C2 SECTION C4 SECTION B1 SECTION B2 SECTION B3 SECTION B4 SECTION A1 SECTION S-301
5 TYPICAL SLAB-ON-GRADE (SOG) TYPICAL SLAB-ON-GRADE SAWED (CONTRACTION) JOINT (SJ) TYPICAL DOWELED CONSTRUCTION JOINT (DCJ) TYPICAL CONCRETE EQUIPMENT PAD PLAN AT CORNER PLAN AT INTERSECTION TYPICAL PIPE SLEEVE BENEATH FOOTING TYPICAL STEPPED FOOTING (SF) TYPICAL CONTINUOUS FOOTING/TS REINFORCING TYPICAL CONCRETE FOOTING CONSTRUCTION JOINT COLUMN AND WALL FOOTING SCHEDULE Fx SECTION WFx SECTION Fx PLAN WFx PLAN PLAN SECTION TYPICAL COLUMN FOOTING REINFORCING DIAGRAM AND SCHEDULE TYPICAL SLAB AT EXTERIOR OPENINGS S-501
6 INTERSECTION CORNER SECTION BOND BEAM LINTEL SCHEDULE OPENING - WALL TERMINATION CONTROL JOINT NOT AT CONTROL JOINT AT CONTROL JOINT TYPICAL REINFORCED MASONRY WALL TYPICAL BOND BEAM LINTEL ANGLE LINTEL SCHEDULE FOR VENEER PLAN AT CORNER PLAN AT INTERSECTION NOT AT VENEER CONTROL JOINT AT VENEER CONTROL JOINT SECTION TYPICAL BOND BEAM REINFORCING TYPICAL VENEER ANGLE LINTEL S-502
7 LOUVER TYPE INDICATOR ARCHITECTURAL SYMBOLS DETAIL INDICATOR ROOM NAME ROOM IDENTIFIER MATERIALS LEGEND GENERAL DEMOLITION NOTES - BLDG 1088 (CONT.) GENERAL ARCHITECTURAL NOTES SPECIALTY ITEM IDENTIFIER BUILDING SECTION INDICATOR WINDOW TYPE IDENTIFIER WALL/PARTIAL BUILDING SECTION INDICATOR NEW WORK KEYNOTE INDICATOR PARTITION TYPE INDICATOR EXTERIOR ELEVATION INDICATOR DEMOLITION KEYNOTE INDICATOR PHOTOGRAPH INDICATOR A1 DETAIL TITLE DOOR IDENTIFIER INTERIOR ELEVATION INDICATOR PLAN TITLE ARCHITECTURAL ABBREVIATIONS GENERAL DEMOLITION NOTES - BLDG 1088 A-001
8 GENERAL SHEET NOTES EXISTING COMM ROOM D4 BLDG 1088 FLOOR PLAN FLOOR PLAN NOTES WAREHOUSE STORAGE AREA A1 FLOOR PLAN UAS BATTERY STORAGE TOILET/ JANITOR ELECTRICAL ROOM FIRE PUMP RM FLOOR PLAN NOTES (CONT.) FLOOR PLAN NOTES (CONT.) FLOOR PLAN NOTES (CONT.) BUILDING SIZE CHART A-101
9 D3 REFLECTED CEILING PLAN - LOW GENERAL SHEET NOTES REFLECTED CEILING PLAN NOTES C3 GUARDRAIL ELEVATION B1 REFLECTED CEILING PLAN - HIGH REFLECTED CEILING PLAN LEGEND A1 GUARDRAIL DETAIL A3 GUARDRAIL DETAIL A-102
10 GENERAL SHEET NOTES ROOF PLAN NOTES D3 PARAPET DETAIL C3 RIDGE DETAIL B1 ROOF PLAN B3 GUTTER DETAIL A5 PIPE PENETRATION DETAIL A1 INSULATED METAL PANEL WITH END LAP DETAIL A-103
11 EXTERIOR FINISH SCHEDULE GENERAL SHEET NOTES EXTERIOR ELEVATION KEYNOTES C1 EXTERIOR ELEVATION - WEST B1 D B4 BUILDING SIGN B1 EXTERIOR ELEVATION - EAST B2 B1 A2 A1 EXTERIOR ELEVATION - SOUTH A3 EXTERIOR ELEVATION - NORTH A-201
12 GENERAL SHEET NOTES BUILDING SECTION NOTES C1 BUILDING SECTION David Jackson CLEARANCE 12'-0" DO NOT STORE ITEMS ON CEILINGS DO NOT STORE ITEMS ON CEILINGS DO NOT STORE ITEMS ON CEILINGS DO NOT STORE ITEMS ON CEILINGS 101 EYE WASH STATION RESTROOM UAS BATTERY STORAGE B1 BUILDING SECTION - SOUTH David Jackson DO NOT STORE ITEMS ON CEILINGS EXTERIOR DETAIL A4 A1 BUILDING SECTION - LONGITUDINAL WALL SECTION NORTH A3 A-301
13 GENERAL SHEET NOTES David Jackson WALL SECTION SOUTH B4 David Jackson WALL SECTION SOUTH A4 A1 WALL SECTION - OVERHEAD DOOR A2 WALL SECTION - EAST A3 WALL SECTION - SOUTH A-302
14 TOILET ACCESSORY SCHEDULE TOILET ACCESSORY SCHEDULE NOTES GENERAL SHEET NOTES PARTITION TYPE NOTES TOILET/ JANITOR ENLARGED FLOOR PLAN NOTES C1 ENLARGED TOILET PLAN PARTITION TYPE MASONRY WALLS CONTROL JOINTS LOCATION AT DOOR OPENINGS ) ) PARTITION TYPE PARTITION TYPE B3 CMU CONTROL JOINT DETAIL B4 CONTROL JOINT AT INTERSECTION PARTITION TYPE PARTITION TYPE A3 COLUMN DETAIL A-501
15 A4 D1 VENEER TERMINATION DETAIL C4 CANOPY SECTION B1 CORNER COLUMN DETAIL AT INSULATED METAL PANELB2 COLUMN DETAIL AT INSULATED METAL PANEL A1 CORNER COLUMN DETAIL AT SPLIT FACE VENEER A2 COLUMN WRAP DETAIL AT ELECTRICAL ROOM A4 CANOPY END CLOSURE A-502
16 DOOR SCHEDULE GENERAL SHEET NOTES MARK SIZE DOOR W HT THK LOUVER MATL EL GLZ W HT MATL EL GLZ FRAME DETAILS HEAD JAMB SILL FIRE RATING LABEL SET NO HARDWARE KEYSIDE RM NO NOTES MARK DOOR SCHEDULE NOTES D3 EXTERIOR HEAD DETAIL AT CMU D4 NOT USED D1 D2 DOOR & FRAME TYPE ELEVATIONS F1 F2 F3 C3 EXTERIOR JAMB DETAIL C4 EXTERIOR JAMB DETAIL LOUVER ELEVATIONS B3 HEAD DETAIL B4 EXTERIOR SILL DETAIL B5 LOUVER DETAIL AT DOOR AT CMU FRAME PROFILES A1 LOUVER DETAIL AT METAL PANEL A2 LOUVER DETAIL AT CMU A3 JAMB DETAIL A4 SILL DETAIL A-601
17 C2 THROUGHWALL FLASHING AT CONCRETE SLAB C1 OVERHEAD DOOR HEAD DETAIL B4 LOUVER DETAIL AT DOOR AT INSULATED METAL WALL PANEL B2 EXTERIOR WALL PENETRATION DETAILS B1 OVERHEAD DOOR JAMB DETAIL A1 OVERHEAD DOOR SILL DETAIL A2 PARAPET WALL PLAN VIEW DETAIL A-602
18 GENERAL SHEET NOTES EYE WASH STATION SIGN TYPE S1 - SERVICE IDENTIFICATION S1 NEW WORK NOTES WAREHOUSE STORAGE AREA DO NOT STORE ITEMS ON CEILINGS INTERIOR FINISH LEGEND SIGN TYPE S2 - MISC. IDENTIFICATION S2 UAS BATTERY STORAGE ELECTRICAL ROOM FIRE PUMP RM B1 TOILET/ JANITOR FINISH FLOOR PLAN MARK NAME FLOOR BASE FINISH SCHEDULE - COMPLEX FINISH CEILING INTERIOR SIGNAGE SCHEDULE HEIGHT WALL NORTH EAST SOUTH COLOR COLOR COLOR WEST COLOR NORTH EAST COLOR COLOR WAINSCOT SOUTH COLOR WEST COLOR NOTES RESTROOM SIGN TYPE S3 - SERVICE IDENTIFICATION 101 UAS BATTERY STORAGE SIGN TYPE S4 - ROOM IDENTIFICATION S3 S4 I-101
STATE 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:
MITTERSILL 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
Commercial Flashing Details
This technical note illustrates many of the most common flashing details for commercial buildings. The purpose for flashing is to direct moisture to the exterior and in so doing, prevent moisture from
ELEVATION FOR DETAIL REFERENCE ONLY
6 7 8 10 26 19 20 14 15 22 SOFFIT OUTSIDE CORNER INSIDE CORNER 23 25 24 25 5 27 28 29 16 11 OPENING 17 18 END WALL 21 12 13 9 6 7 8 ELEVATION FOR DETAIL REFERENCE ONLY CSH-01 CSH-02 CSH-03 CSH-04 CSH-05
Borough of Doylestown Building and Zoning Department
Borough of Doylestown Building and Zoning Department 57 West Court Street, Doylestown, PA 18901 215.345.4140 RESIDENTIAL BUILDING AND ZONING PERMIT APPLICATION PACKAGE BACKGROUND A building permit is required
Carpentry/Carpenter CIP Task Grid
Secondary Task List 100 SAFETY/OCCUPATIONAL ORIENTATION 101 Identify and follow all basic safety practices and procedures. 102 Identify and follow all lab safety practices and procedures. 103 Identify
Structural Inspection
General: Background: An inspection and structural analysis have been performed for the purpose of evaluating the buildings structural systems and components. A full set of structural drawings was utilized
2002 Advanced Building Products, Inc., P.O. Box 98, Springvale, Maine TEL: ; FAX: ; WEBSITE:
SECTION 07651 FLEXIBLE COPPER SHEET FLASHINGS Advanced Building Products, Inc. manufacturer many types of flexible copper sheet flashings. Due to their ductility, high tensile strength, and resistance
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Quantity Estimated Mobilization 1 LS
010100-01 Mobilization 1 LS 010500-01 Construction Surveying 1 LS 015000-01 Temporary Construction Fence 1 LS 029100-01 Tree Retention and Protection 1 LS 015150-01 Erosion and Sediment Control 1 LS Division
A. Coordinate concrete unit masonry (also termed CMU and block ) work with work before and after, especially:
04222 CONCRETE UNIT MASONRY (UNREINFORCED ONLY) SPECIFIER: Use this section only for UNREINFORCED concrete masonry. Its only reinforcement is in the horizontal joints. It covers ONLY plain blockwork (no
DETAIL DRAWINGS. RASTRA is a stay-in-place insulated concrete. form that is structurally strong, energy-efficient,
DETAIL DRAWINGS RASTRA is a stay-in-place insulated concrete form that is structurally strong, energy-efficient, soundproof, resistant to fire, high wind, mold and rodents and is made from 85% recycled
NCMA TEK TEK 19-5A FLASHING DETAILS FOR CONCRETE MASONRY WALLS
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology FLASHING DETAILS FOR CONCRETE MASONRY WALLS TEK 19-5A Water Penetration Resistance
Bay Bridge Cove. Clubhouse and Ammenities QUEEN ANNE'S COUNTY, MARYLAND
Structural Engineer: APEX Technology 8 N East Street Frederick, MD 21701 Mechanical Engineer: Emerald Engineering 205 North Armenia Ave. - Suite 102 Tampa, Florida 33609 Clubhouse and Ammenities QUEEN
APPLICATION AND CERTIFICATE FOR PAYMENT
AND CERTIFICATE FOR PAYMENT TO OWNER: MASTER TEMPLATE - SAVE PROJECT FILE 1 DATE: 10/5/2012 PERIOD TO: ARCHITECT: PROJECT NO: CONTRACTOR'S FOR PAYMENT Application is made for payment, as shown below, in
TABLE 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
6'-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
CALIFORNIA BUILDING PLANS EXAMINER CONTENT OUTLINE 01. GENERAL ADMINISTRATION 3 % Project Administration 3%
CALIFORNIA BUILDING PLANS EXAMINER CONTENT OUTLINE EXAM ID: I6 80 multiple-choice questions 3-1/2-hour time limit Open book 01. GENERAL ADMINISTRATION 3 % 0101. Project Administration 3% Verify that plans,
New Raised Courtyard Terrace Pavers and Retaining Walls. Line of Steps Above. New Wood Framed Stair
Building Program Wall Construction to Remain Religious Education New Wall Construction New Furring on Wall Construction, See Partition Types, Community Room New Galvanized Steel Window Well Patch Wall
DENVER PUBLIC SCHOOLS DESIGN AND CONSTRUCTION STANDARDS This Standard is for guidance only. SECTION MORTAR AND MASONRY GROUT
SECTION 04110 MORTAR AND MASONRY GROUT PART 0 DESIGN STANDARDS 0.01 GENERAL DESIGN GUIDELINES A. In the absence of other information, the methods and recommendations of the National Concrete Masonry Association
SPACE 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.
TABLE 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
Carpentry. The following describes the scope and sequence of instruction for Carpentry.
Carpentry The Montgomery County Students Construction Trades Foundation, Inc has developed a comprehensive construction technology program designed to prepare students for a rewarding career in the construction
ELEVATION 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
Nortrax Section David Manchester Road, Ottawa NON-STRUCTURAL METAL FRAMING 16 May 2014 Page 1
16 May 2014 Page 1 PART 1 GENERAL 1.1 DESCRIPTION This section specifies steel studs wall systems, shaft wall systems, ceiling or soffit suspended or furred framing, wall furring, fasteners, and accessories
SIDEWALK & RAILING REPLACEMENT BOARD OF ED BUILDING
PROJECT: 25 E 5 S SALT LAKE CITY, UTAH 84111 CODE ANALYSIS APPLICABLE CODES 675 E. 5 S. Suite 4 DFCM PROJECT NUMBER: 182782 DFCM CONTRACT NUMBER: 18793 STRUCTURAL ENGINEER: REAVELEY ENGINEERS + ASSOCIATES
April 10, Mr. Steven McMahon Manager of Architectural Services East Dollar Tree Stores, Inc. 500 Volvo Parkway Chesapeake, VA 23320
508 Baylor Court Suite C Chesapeake, VA 23320 757.436.2070 ph 757.436.0610 fx Mr. Steven McMahon Manager of Architectural Services East Dollar Tree Stores, Inc. 500 Volvo Parkway Chesapeake, VA 23320 Re.:
SECTION WOOD FRAMING. A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents.
SECTION 06110 WOOD FRAMING PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents. B. Products Installed But Not Supplied
HILLVIEW ELEMENTARY ADDITIONS AND ALTERATIONS Grove City Area School District
HILLVIEW ELEMENTARY ADDITIONS AND ALTERATIONS Grove City Area School District Facilities and School Safety Committee Meeting October 25, 2018 Progress Update PROGRESS UPDATE Rien Construction (General
Basic Information for Obtaining Permits, Submitting Plans, Scheduling Inspections, etc.
Basic Information for Obtaining Permits, Submitting Plans, Scheduling Inspections, etc. Franklin County Septic & Zoning permit application: A septic and zoning permit is required for residential or commercial
ELEVATION FOR DETAIL REFERENCE ONLY
6 7 8 10 OUTSIDE CORNER 19 20 4 5 11 21 22 15 16 13 12 OPENING 14 SOFFIT 18 END WALL 17 INSIDE CORNER 9 6 7 8 ELEVATION FOR DETAIL REFERENCE ONLY CCV-01 CCV-02 CCV-03 CCV-04 CCV-05 CCV-06 CCV-07 CCV-08
ADDENDUM 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
CONSULTING PROJECT LOCATION
LOCATION Drawing Index: GENERAL NOTES: COVER SHEET Drawing Cover Sheet INDE D Drawing Index O.B.C. Matrix ARCHITECTURAL DRAWINGS A0 First Floor Plan, Basement Plan, Washrooms A0 Second Floor Plan, Washrooms
CONTRACT DOCUMENTS REVIEW PACKAGE CHECKLIST
CONTRACT DOCUMENTS REVIEW PACKAGE CHECKLIST Check off each item that is included within the submitted Contract Documents Review Package. Provide a written explanation for any omissions. The following items,
MECHANICAL 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
WHATEVER THE CHALLENGE, PHILLIPS HAS YOU COVERED.
WHATEVER THE CHALLENGE, PHILLIPS HAS YOU COVERED. Build walls and ceilings with a strong base, sturdy reinforcements and much more with Phillips extensive line of high quality products. As a single source
CALIFORNIA COMMERCIAL BUILDING INSPECTOR CONTENT OUTLINE 01. GENERAL ADMINISTRATION 6% Project Administration 1%
CALIFORNIA COMMERCIAL BUILDING INSPECTOR CONTENT OUTLINE EXAM ID: I1 80 multiple-choice questions 3-1/2-hour time limit Open book 01. GENERAL ADMINISTRATION 6% 0101. Project Administration 1% Verify that
Existing 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
A/E Design Deliverable Checklist
A/E Design Deliverable Checklist Design deliverables for the Design Development phase shall include all items listed in the Design Development column as well as those all items listed in the Schematic
EXISTING CONDITIONS BTA PROJECT NO: 1722
1 CAROLINE STREET PUTNAM STREET 3 2 PROJECT SITE LOCATION PLAN 1. INTERSECTION OF CAROLINE ST AND PUTNAM ST - LOOKING SOUTHEAST 2. PUTNAM ST - LOOKING NORTHEAST 3. CAROLINE ST - LOOKING WEST EXISTING CONDITIONS
NAME OF PROJECT Design Development. General Objectives of Phase. Phase Task Checklist. Quality Management Phase
General Objectives of Phase Drawings and other documents to fix and describe the size and character of the project as to architectural, structural, mechanical and electrical systems, materials and such
ALL DIMENSIONS FROM FINISHED FACE OF PARTITION TO FINISHED FACE OF PARTITION UNLESS OTHERWISE NOTED.
ALL DIMENSIONS FROM FINISHED FACE OF PARTITION TO FINISHED FACE OF PARTITION UNLESS OTHERWISE NOTED. PARTITION CONSTRUCTION TO BE 3 5/8 METAL STUDS 24 ON CENTER WITH 5/8 TYPE X GYPSUM BOARDS BOTH SIDES.
Anchor 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
DOCUMENT ADDENDUM SCHOOL DISTRICT OF HOLMEN HIGH SCHOOL AND MIDDLE SCHOOL SECURE ENTRANCES HOLMEN, WISCONSIN HSR PROJECT NO.
DOCUMENT 00 90 00 ADDENDUM ADDENDUM NO. [] Date: March, 08 RE: FROM: SCHOOL DISTRICT OF HOLMEN HIGH SCHOOL AND MIDDLE SCHOOL SECURE ENTRANCES HOLMEN, WISCONSIN 466 HSR PROJECT NO. 707 HSR Associates, Inc
Proposal 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
800 Payson Drive. Oleg Derkach. Single Family Residence A00 STREETSCAPE ELEVATION. 3D View 2 PCDC SUBMISSION
3D View 70 /5/07 Description No. A00 STREETSCAPE ELEVATION ELEVATION GENERAL NOTES. SLOPE GRADE AWAY FROM FOUNDATION MINIMUM /8 : FOR A DISTANCE OF 8' 0' OR TO A SWALE. 4"x4" ALUMINUM LOUVER VENT WITH
Brick Masonry. Best Practices Guide
Brick Masonry Best Practices Guide 1. Brick 2. Brick Blending 3. Wall Ties 4. Flashing 5. Steel Lintels 6. Weep Holes 7. General Recommendations Content The information and suggestions contained in this
Residential Building Inspections
Residential Building Inspections Foundations, Grade Beams, Pile Caps, Foundation Pads 1. All trenches or excavations and formwork shall be in accordance with the size(s) and configuration(s) as per approved
Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines Detached Garage
Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines Detached Garage The following list of code requirements is intended to assist you in complying with the Code of Public
CONSTRUCTION IMPORTANT TERMS AND FACTS CHAPTER 15
CONSTRUCTION IMPORTANT TERMS AND FACTS CHAPTER 15 Copyright 2004 CONSTRUCTION The following are twenty key construction components and basic facts that are to be considered high priority. Please refer
Project Manual Index of Specifications Shenandoah Schools Concession Building
INDEX OF SPECIFICATIONS Division 0..BIDDING AND CONTRACT REQUIREMENTS 00 11 13 Advertisement for Bids 00 21 13 Instructions to Bidders 00 41 00 Bid Forms 00 43 13 Bid Security Form 00 72 00 General Conditions
Section X - Miscellaneous
Section X - Miscellaneous A. Introduction This section provides design criteria, specific requests/recommendations and preferences related to specifying and constructing systems and materials used in HRSD
1 Exam Prep Architectural Sheet Metal Manual Tabs and Highlights
1 Exam Prep Architectural Sheet Metal Manual Tabs and Highlights These 1 Exam Prep tabs are based on the 2012 Sheet Metal and Air Conditioning Contractors' National Association, Inc., seventh edition.
Section 32 - Miscellaneous
Section 32 - Miscellaneous A. Introduction This section provides design criteria, specific requests/recommendations and preferences related to specifying and constructing systems and materials used in
0103 Plan Reading 4% Read plans to verify the project conforms with the code, approved plans, and construction documents.
Certification: Commercial Building Inspector Exam ID: B2 Scope: A Commercial Building Inspector will be responsible for performing inspections of structures to determine compliance with the various Building
THE CITY OF WALTHAM MASSACHUSETTS PURCHASING DEPARTMENT PHASE III RENOVATIONS TO THE FORMER BANKS SCHOOL ELDERLY HOUSING CONDOMINIUMS AND CONDOMINIUMS
THE CITY OF WALTHAM MASSACHUSETTS PURCHASING DEPARTMENT PHASE II RENOVATIONS TO THE FORMER BANKS SCHOOL ELDERLY HOUSING CONDOMINIUMS AND PHASE III RENOVATIONS TO THE FORMER BANKS SCHOOL ELDERLY HOUSING
BOWIE LEARNING CENTER
BOWIE LEARNING CENTER Bowie Learning Center BUILDING DATA BOWIE LEARNING CENTER 900 North Elm St., Weatherford, TX 76086 Year Built 1936 No. of Buildings No. of Portables 0 Approx. Total Square Footage
NEW 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
Job Cost Summary 11/27/08
by Division with % Complete Job# = 186 Sample Company 2005 Job Cost Summary 186 Williams Post Office 1 General Requirements 1000.000 GENERAL REQUIREMENTS % COMPLETE 25 % COMPLETE % COMPLETE % COMPLETE
DIVISION 0 - BIDDING REQUIREMENTS, CONTRACTOR FORMS AND CONDITIONS OF THE CONTRACT
TABLE OF CONTENTS INTRODUCTORY INFORMATION Section 00 00 10 Title Page 00 00 20 Table of Contents DIVISION 0 - BIDDING REQUIREMENTS, CONTRACTOR FORMS AND CONDITIONS OF THE CONTRACT Section 00 02 00 Invitation
ELEVATION FOR DETAIL REFERENCE ONLY
8 4 5 6 9 16 10 15 11 SOFFIT 19 OUTSIDE CORNER 20 21 INSIDE CORNER 3 22 23 12 13 OPENING 14 END WALL 17 18 7 4 5 6 ELEVATION FOR DETAIL REFERENCE ONLY CSV-01 CSV-02 CSV-03 CSV-04 CSV-05 CSV-06 CSV-07 CSV-08
RESIDENTIAL NEW CONSTRUCTION PLAN REVIEW CHECKLIST
This list is provided as a guide to help you understand the information that must be contained on the construction drawings. This list is not all-inclusive of all building codes but is used as a general
Building Envelope
9.36.2. Building Envelope Module 2 BCBC 9.36. 2014 1 Richard Kadulski Architect 9.36.2. Building Envelope Focus is on total building performance, not just thermal insulation Heat transfer and air leakage
4. Number of drawings required: ( ) Locations of nearest streets
CITY OF MANSFIELD BUREAU OF BUILDING AND CODES 30 NORTH DIAMOND STREET 3RD FLOOR MANSFIELD, OHIO 44902 Phone (419) 755-9688 Fax (419) 755-9453 www.ci.mansfield.oh.us COMMERCIAL BUILDING PLAN REQUIREMENTS
Palo Alto High School, Tolbert Design Architects Photography, Sketchup, V-Ray, Photoshop.
Palo Alto High School, Tolbert Design Architects Photography, Sketchup, V-Ray, Photoshop www.raytam.net RAYTAM Work Samples San Diego Square, BASIS Photography, Sketchup, V-Ray, Photoshop www.raytam.net
KARRIER 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
Garage/Accessory Structures
Garage/Accessory Structures City of New Prague Building Inspections Department 118 Central Ave N New Prague, MN 56071 (952) 758-4401 Fax (952) 758-1149 Requirements for submitted Building Plans Signed
CONSTRUCTION COST BREAKDOWN THIS IS FORM CCB
CONSTRUCTION COST BREAKDOWN Property Owner s Name or Borrowers Name Brief Description of Project John Homeowner Build single family residence Property Address Property City Property Zip Code 4625 Jillbarr
',: RENOVATE ADMIN BLDG 678 PROJECT NUMBER: PNQS , W/ I I, I ., J - \ " ..!N(;><Ao\ e , I!,, =-' - - Ji!
1 K!. :s :!!. 1----- l 1;=,,,--, : " fuscm.oosa \. PROJECT LOCATION: MAXWELL AFB MONTGOMERY, ALABAMA PROJECT TJTLE; ',: RENOVATE ADMIN BLDG 678 PROJECT NUMBER: PNQS-11-5096, W/0 14277 I "WSTSVJCCC i 1
FirstEnergy Program Overview
FirstEnergy Program Overview Builder incentives $400 per unit + $0.10/kWh in projected savings Eligibility Located in service area of a FirstEnergy Utility Certificate of Occupancy Dates: FirstEnergy Ohio
ADDENDUM NUMBER 3. Date: December 6, Towneplace Suites by Marriott Springfield, MO. General Contractors Baron Design & Associates, L.L.C.
ADDENDUM NUMBER 3 Date: December 6, 2012 Project: Towneplace Suites by Marriott Springfield, MO To: From: General Contractors Baron Design & Associates, L.L.C. Documents for the referenced project are
G703 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
TO 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
ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings
ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings Building Safety Department 400-2 nd Street South St. Cloud, MN 56301 (320) 255-7239 A building permit is required for any accessory
Underslab Membrane Polyguard Underseal Underslab Membrane Membrane Waterproofing Polyguard Thermal Insulation
ADDENDUM NO. September 0, 08 ARCHITECT / ENGINEER: CRW Architecture + Design Group th Ave NW Rochester, Minnesota 5590 : Olmsted County Public Works Facility Addition & Remodel Eyota, Minnesota CRW architecture
CANNING WAREHOUSE CANNERY DISTRICT BOZEMAN, MT
CANNING WAREHOUSE CANNERY DISTRICT BOZEMAN, MT DESIGN DEVELOPMENT CQ + MA 100% DD Set 04-28-2015 Canning Warehouse CQ + MA 04-28-2015 Canning Warehouse EXISTING CONDITIONS CQ + MA 04-28-2015 Canning Warehouse
East Lyme Middle School EAST LYME MIDDLE SCHOOL
Description: N EAST LYME MIDDLE SCHOOL The school consists of a multi story building with lower, main and upper level floors. The typical floor framing for the main and upper levels is wide flange steel
DIVISION 04 MASONRY CAST STONE. A. Design Considerations. 1. Cast stone shall comply with ASTM C1364, Standard Specification for Cast Stone.
DIVISION 04 MASONRY 04720 CAST STONE A. Design Considerations 1. Cast stone shall comply with ASTM C1364, Standard Specification for Cast Stone. 2. Care must be taken in the design of individual units
Manufacturing Facilities Proposal
Manufacturing Facilities Proposal Construction proposal To assist business owners with expansion projects, Wisconsin Public Service has compiled information and renderings of common building types in business
Perkins Statewide Articulation Agreement. Documentation item: Secondary Competency Task List Coversheet
Perkins Statewide Articulation Agreement Documentation item: Secondary Task List Coversheet The Secondary School agrees to: A. Implement the approved PDE Program(s) of Study. B. Provide assessment of student
OCS ONE COAT STUCCO A custom blend of Portland cement, sand, extenders, fiber reinforcement and modifiers.
OCS ONE COAT STUCCO A custom blend of Portland cement, sand, extenders, fiber reinforcement and modifiers. Designed to save material by functioning as an exterior cladding in thicknesses ranging from 3/8
KU 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
Table 3. Detailed Comparison of Structural Provisions of IRC 2000 and 1997 NEHRP (Continued)
2000 IRC 1997 NEHRP Section Provision Section Provision Comments CHAPTER 3 BUILDING PLANNING R301 DESIGN CRITERIA R301.2.2 Seismic Provisions R301.2.2.1 Determination of Seismic Design Category R301.2.2.1.1
Stone and Masonry Veneer
Stone and Masonry Veneer R703.7 Stone and masonry veneer, general. Stone and masonry veneer shall be installed in accordance with this chapter, Table R703.4 and Figure R703.7. These veneers installed over
L 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
260,000 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
Architectural Standards
Page 1 PROJECT INFORMATION Project Name: Applicant/Agent: Date: File # OFFICIAL USE NON-RESIDENTIAL STANDARDS INDUSTRIAL DISTRICTS Cohesive Design, Non-Residential Standards (cds) 1.00 Promote visually
HEAVY STEEL CONSTRUCTION
HEAVY STEEL CONSTRUCTION PRE-ENGINEERED PRE ENGINEERED STEEL BUILDINGS Prismatic Constructions Work Shops, Storage Buildings etc. Figure 1 Figure 2 Prismatic steel constructions can be manufactured as
Structural Tests and Special Inspections Form. Inspection of Fabricators (1704.2)
Inspection of Fabricators (1704.2) Furnish inspection reports (1704.2.1) - Fabricators that have not been approved Provide a Certificate of Compliance (1704.2.2) - Approved Fabricators Steel Construction
SECTION NON-STRUCTURAL METAL FRAMING
SECTION 09 22 16 PART 1 - GENERAL 1.1 DESCRIPTION A. This section specifies steel studs wall systems, shaft wall systems, ceiling or soffit suspended or furred framing, wall furring, fasteners, and accessories
04221 CONCRETE UNIT MASONRY
04221 CONCRETE UNIT MASONRY ****************************************** SPECIFIER: This section replaces 04230. It is MDCPS s more comprehensive block masonry section. It covers reinforced blockwork with
2003 International Residential Building Code
2003 International Residential Building Code Section R305 Ceiling Height Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less
PHASE 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
PANHANDLE RESIDENTIAL FOUNDATION MANUAL
2012 December2012 edition PANHANDLE RESIDENTIAL FOUNDATION MANUAL Optional foundation systems for use in one and two family dwellings used in conjunction with the 2012 International Residential Code $5.00
Union County Vocational - Technical Schools Scotch Plains, New Jersey
SECTION 092216 - NON-STRUCTURAL METAL FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
TABLE 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
EXW3 EXISTING DOWEL NEW FOOTING TO EXISTING WALL WITH 3-15M DOWELS, DOWEL THE NEW
-4 /4" 8" 4'-9 /" 6'-4" '-8" DEPRESS TO ACCOMODATE DOOR ABOVE DOWEL NEW FOOTING TO WITH 3-5M DOWELS, DOWEL THE NEW S TO THE S WITH 5M @ 4" O.C. VERTICALLY, PROVIDE -5M BARS 6" LONG IN THE FOOTING 4'-9"
Los Angeles Unified School District Belmont Learning Complex Request for Proposal IOR Deficiency Report by Specification Number
DISCLAIMER: THE DISTRICT PROVIDES INFORMATION ABOUT THE DOCUMENTS AVAILABLE FOR REVIEW. THIS INFORMATION IS INFORMATIONAL ONLY AND THE DISTRICT DOES NOT WARRANT THAT THE INF COMPLETE OR CURRENT. ALTHOUGH
Project Estimate Summary
Project Estimate Summary Project Cost Evaluation Table 4 shows the Construction Cost, CC/SF, Total Cost, TC/SF, the Building Systems Cost, and Building Systems Cost/SF based on the budget for. Table 4
DIVISION 1 - GENERAL CONDITIONS TOTAL:
ITB 39-08/09 UNIT PRICE BID BREAKDOWN CONSTRUCTION OF THE 35th STREET RESTROOM FACILITIES & STREET END IMPROVEMENTS The following unit quantity breakdown is provided FOR INFORMATIONAL PURPOSES ONLY. Bidders
Residential Project Example
A r c h i t e c t u r e D e p a r t m e n t 5 0 0 N o r t h V e r d u g o R o a d G l e n d a l e, C a l i f o r n i a 9 2 0 8-2 8 9 4 ( 8 8 ) 2 4 0-0 0 0 e x t. 5 5 2 8 w w w. g l e n d a l e. e d u /