COLD-FORMED METAL FRAMING INSPECTION REPORT SUMMARY
|
|
- Rebecca Russell
- 6 years ago
- Views:
Transcription
1 COLD-FORMED METAL FRAMING INSPECTION REPORT SUMMARY Inspector: Section Name: Date: Company: Address: City: State: Zip code: Phone: Fax: Project: Project Name: Location: Contractor: Phone: Fax: Web Site: Exterior Non-Axial Load Bearing Wall Section: 1. Stud Section and Thickness - As Designed - Not Acceptable 2. Vertical Structure - As Designed - Not Acceptable 3. Vertical Deflection & Structure - As Designed - Not Acceptable 4. Stud Bridging - As Designed - Not Acceptable 5. Stud Attachment Bottom Track - As Designed - Not Acceptable 6. Window / Door Openings - As Designed - Not Acceptable 7. Header & Sill Attachment to Jamb - As Designed - Not Acceptable 8. Jamb Bottom Track - As Designed - Not Acceptable 9. Knee Brace - As Designed - Not Acceptable The STEEL Network, Inc Page 1 of 12
2 Interior Non-Axial Load Bearing Wall Section: 1. Stud Section and Thickness - As Designed - Not Acceptable 2. Vertical Structure - As Designed - Not Acceptable 3. Vertical Deflection & Structure - As Designed - Not Acceptable 4. Stud Bridging - As Designed - Not Acceptable 5. Stud Attachment Bottom Track - As Designed - Not Acceptable 6. Openings - As Designed - Not Acceptable 7. Header & Sill Attachment to Jamb - As Designed - Not Acceptable 8. Jamb Bottom Track - As Designed - Not Acceptable Axial Load Bearing Wall Section: 1. Stud Section and Thickness - As Designed - Not Acceptable 2. Stud Bridging - As Designed - Not Acceptable 3. Stud Attachment Top & Bottom Track - As Designed - Not Acceptable 4. Window & Door Openings - As Designed - Not Acceptable 5. Header & Sill Attachment to Jamb - As Designed - Not Acceptable 6. Jamb Bottom Track - As Designed - Not Acceptable 7. Jamb Column & Column Attachment - As Designed - Not Acceptable 8. Column Top & Bottom - As Designed - Not Acceptable 9. Wall Ties - As Designed - Not Acceptable 10. Knee Brace - As Designed - Not Acceptable Shear Wall Section: 11. Infill Stud Section and Thickness - As Designed - Not Acceptable 12. Stud Bridging - As Designed - Not Acceptable 13. Stud Attachment Top & Bottom Track - As Designed - Not Acceptable 14. StiffWall Column & Ends - As Designed - Not Acceptable 15. StiffWall Strap Track - As Designed - Not Acceptable 16. StiffWall Flat Strap & Ends - As Designed - Not Acceptable 17. StiffWall Boot - As Designed - Not Acceptable 18. Anchor Attachment to Deck Above - As Designed - Not Acceptable 19. Anchor Attachment to Deck Below - As Designed - Not Acceptable 20. Through Floor Attachment - As Designed - Not Acceptable The STEEL Network, Inc Page 2 of 12
3 Floor Joist Plan: 1. Joist Section and Thickness - As Designed - Not Acceptable 2. Joist Bearing Length - As Designed - Not Acceptable 3. Joist Bridging - As Designed - Not Acceptable 4. Joist Ends - As Designed - Not Acceptable 5. Openings - As Designed - Not Acceptable 6. Stair Header Attachment to Built-up Joist - As Designed - Not Acceptable 7. Built-up Girder - As Designed - Not Acceptable 8. Joist Plates - As Designed - Not Acceptable Ceiling Joist Plan: 1. Joist Section and Thickness - As Designed - Not Acceptable 2. Joist Bridging - As Designed - Not Acceptable 3. Joist Ends - As Designed - Not Acceptable 4. Openings - As Designed - Not Acceptable 5. Stair Header Attachment to Built-up Joist - As Designed - Not Acceptable 6. Built-up Girder - As Designed - Not Acceptable 7. Joist Plates - As Designed - Not Acceptable Roof Rafter Plan: 1. Rafter Section and Thickness - As Designed - Not Acceptable 2. Rafter Bridging - As Designed - Not Acceptable 3. Rafter Ends - As Designed - Not Acceptable 4. Openings (skylight) - As Designed - Not Acceptable 5. Header Attachment to Built-up Rafter - As Designed - Not Acceptable 6. Built-up Girder - As Designed - Not Acceptable Notes: Signature Stamp The STEEL Network, Inc Page 3 of 12
4 COLD-FORMED METAL FRAMING INSPECTION REPORT WORKSHEET Exterior Non Axial Load Bearing Wall Section: By: Date: Condition: Design Requirement Drawing Reference Inspected As-Built Standard Stud: Stud Spacing: Jamb Section: Shear Wall Column: Vertical Structure - Method - VertiClip /VertiTrack Type - SL / VTX - SLB / SLS / SLT - Clip Fastening to Stud Web #12 Screws - Clip Fastening to Structure #PAF s / in/mm Weld - Clip Fastening at Jambs to Structure #PAF s / in/mm Weld Lateral Drift and Vertical Structure - Method - DriftClip /DriftTrak Type - DSL/DTSL - DSLB/DTSLB/DSLS - Clip Fastening to Stud Web #12 Screws - Clip Fastening to Structure #¼-20 Screws / PAF - Clip Fastening at Jambs To Structure #¼-20 Screws / PAF - DriftTrak to Structure #PAF s / in/mm weld - DriftTrak Fastener Spacing in. o.c. Stud Bridging - Method - BridgeBar Type - BB150 - Cold-Rolled Channel - CRC/FS Thickness / Width - Connection to Stud - Fasteners #10 Screws - Vertical Spacing (max.) ft. o.c. Stud Attachment Bottom Track - Method StiffClip TD/CL/AL/Screws - Anchor to Floor (if req.) - Fasten to Floor in/mm o.c. - Track to Stud w/ (2) Screws The STEEL Network, Inc Page 4 of 12
5 Condition: Design Requirement Drawing Reference Inspected As-Built Window / Door Openings - Standard Jamb Section 1 Built-Up o.c. - Standard Header Section 2 Built-Up o.c. - Standard Sill Section 3 Built-Up o.c. ( 1, 2, 3 required if built-up member is utilized) Header & Sill Attachment to Jamb - Method - Fasten at Web of Jamb - Fasten at Web of Sill - Fasten at Web of Header Jamb Bottom Track - Method - Fasten Track to Floor #PAF / Anchors - Track to Stud w/ (2) Screws ea. Stud Bracing / Reinforcement - Knee Brace Studs ft. o.c. - Joist Plates Notes: The STEEL Network, Inc Page 5 of 12
6 COLD-FORMED METAL FRAMING INSPECTION REPORT WORKSHEET By: Date: Interior Non Axial Load Bearing Wall Section: Condition: Design Requirement Drawing Reference Inspected As-Built Standard Stud: Stud Spacing: Jamb Section: Vertical Structure - Method - Clip Fasten at Web #8 Screws - Fasten to Structure in/mm o.c. - Fasten at Jambs #PAF s Lateral Drift and Vertical Structure - Method DriftClip DSLD - Clip Fasten at Web #12 Screws - Fasten to Structure - Fasten at Jambs #8 Screws Stud Bridging - Method BridgeBar / CRC / FS - BridgeBar Type - ¾ Stud Punchout (BB75) -1 ½ Stud Punchout (BB150) - CRC/FS in/mm - Connection to Stud BridgeClip / Clip Angle - Fasteners #10 Screws - Vertical Spacing (max.) ft. o.c. Stud Attachment Bottom Track - Fasten Track to Floor #PAF@ in/mm o.c. - Track to Stud w/ (2) Dia. Screws Door/Window Openings - Jamb Method Single Section / Built-Up - Header Section Single Section / Built-Up - o.c.* # Screws - Sill Section Single Section / Built-Up - o.c.* # Screws * Fasteners required only for a built-up jamb, header, or sill section. The STEEL Network, Inc Page 6 of 12
7 Condition: Design Requirement Drawing Reference Inspected As-Built Header / Sill Attachment to Jamb - Method StiffClip HE / AL - HE Fasten at Web/Jamb* #10 Screws** - AL Fasten at Jamb Web #10 Screws** - AL Fasten at Header/ Sill #10 Screws** Jamb Bottom Track - Fasten Track to Floor #PAF / Anchors - Track to Stud w/ (2) Dia. Screws ea. Stud * StiffClip HE used only with a Built-Up Header ** Symmetrically Placed Screws Notes: The STEEL Network, Inc Page 7 of 12
8 COLD-FORMED METAL FRAMING INSPECTION REPORT WORKSHEET By: Date: Axial Load Bearing Wall Section: Condition: Design Requirement Drawing Reference Inspected As-Built Standard Stud: Stud Spacing: Jamb Section: Shear Wall Column: Stud Bridging - Method - BridgeBar Type - BB150 - Cold-Rolled Channel - CRC/FS Thickness / Width - Solid Blocking Type - Connection to Stud - Fasteners #10 Screws - Vertical Spacing (max.) ft. o.c. Stud Attachment Top & Bottom Track - Method (Select One) StiffClip TD/CL/AL/Screws - Fasten Track to Top in/mm o.c. - Fasten Track to Floor in/mm o.c. - Track to Stud w/ (2) Dia. Screws Window / Door Openings - Standard Jamb Section Built-Up o.c. 1 - Standard Header Section Built-Up o.c. 2 - Standard Sill Section Built-Up o.c. 3 ( 1, 2, 3 required if built-up member is utilized) Header & Sill Attachment to Jamb - Method - Fasten at Web of Jamb - Fasten at Web of Sill - Fasten at Web of Header Jamb Bottom Track - Method StiffClip TD/CL/AL/Screws - Fasten Track to Top #PAF / Anchors - Fasten Track to Floor #PAF / Anchors - Track to Stud w/ (2) Dia. Screws ea. Stud The STEEL Network, Inc Page 8 of 12
9 COLD-FORMED METAL FRAMING INSPECTION REPORT WORKSHEET By: Date: Shear Wall Section: Condition: Design Requirement Drawing Reference Inspected As-Built Method StiffWall Infill Stud Spacing: in/mm o.c. Infill Stud Designation: Shear Wall Column Designation Built-up Column # of Studs # of Tracks StiffWall Boot Type A / B / C / D / F (Heavy) Anchor thru Floor/Diameter Anchor to Foundation Embedment Depth Diameter Gusset Plate/Strap Track (if required) Flat Strap Width Flat Strap Thickness mils # of Screws (No. 12) Weld (if required) Stud Bridging - Method - BridgeBar Type - BB150 - Cold-Rolled Channel - CRC/FS Thickness / Width - Solid Bridging Type - Connection to Stud - Fasteners #10 Screws - Vertical Spacing (max.) ft. o.c. Stud Attachment Top & Bottom Track - Fasten Track to Top in/mm o.c. - Fasten Track to Floor in/mm o.c. - Track to Stud w/ (2) Dia. Screws Column - Method StiffWall Column - Column Section Studs Track - 12 o.c.* # Screws (* Required if built-up Member) Column Top & Bottom - Method StiffWall Boot - Boot Type A / B/ C / D / F (Heavy) - Top L- - Fasten to Structure # Anchors - Floor L- - Fasten to Floor # Anchors The STEEL Network, Inc Page 9 of 12
10 COLD-FORMED METAL FRAMING INSPECTION REPORT WORKSHEET Floor & Ceiling Joist Plan: By: Date: Condition: Design Requirement Drawing Reference Inspected As-Built Standard Joist: Joist Spacing: Girder Section: Joist Bridging - Method FS / Solid (SB) - Spacing Feet o.c. - Connection L- - Fasteners #10 Screws Joist Ends - Fasten to Top in/mm o.c. - Fasten to Floor in/mm o.c. - Track to Joist w/ (2) Dia. Screws - Joist Hanger StiffClip JH - Joist Clip StiffClip JC Stair Openings - Method JamStud / JamStud and Track - Header Section JamStud Track - 12 o.c. # Screws - Jamb Section JamStud Track - 12 o.c. # Screws Stair Header Attachment to Built-up Joist - Method StiffClip AL - AL Fasten at Web #12 Screws - AL Fasten at Joist #PAF s / in/mm Weld Built-up Girder - Built-up Girder Section Joist Track - 12 o.c. # Screws - Angle Ends L o.c. # Screws - Girder Depth: in/mm - Member Flange Width s in/mm - Material Thickness: mils Notes: The STEEL Network, Inc Page 10 of 12
11 COLD-FORMED METAL FRAMING INSPECTION REPORT WORKSHEET Roof Rafter Plan: By: Date: Condition: Design Requirement Drawing Reference Inspected As-Built Standard Joist: Joist Spacing: Girder Section: Rafter Bridging - Method FS / Solid (SB) - Spacing Feet o.c. - Connection L- - Fasteners #10 Screws Rafter Ends - Fasten to Top in/mm o.c. - Fasten to Floor in/mm o.c. - Track to Rafter w/ (2) Dia. Screws Openings (skylight) - Built-up Header Section Rafter Track - 12 o.c. # Screws - Built-up Rafter Section Rafters Track - 12 o.c. # Screws Opening Header Attachment to Built-up Rafter - Angle Material L o.c. # Screws Built-up Girder - Built-up Girder Section Rafter Track - 12 o.c. # Screws - Angle Ends L o.c. # Screws - Girder Depth: in/mm - Member Flange Width s in/mm - Material Thickness: mils Notes: The STEEL Network, Inc Page 11 of 12
12 The STEEL Network, Inc Page 12 of 12
3. Are component and cladding design pressures consistent with ASCE 7 for the wind speed and exposure category (ASCE 7 Fig. 6-3)?
Mobile County Public Works Residential Plan Reviewers Checklist For Structural Requirements of Wood Framed Residences Recommendation: Permit as Noted Revise Plans and Resubmit MCPW Ref. No. Design Criteria:
More informationAPPLICATION FOR A BUILDING PERMIT
APPLICATION FOR A BUILDING PERMIT City of San Jacinto 595 S. San Jacinto Ave San Jacinto CA 92583 95.487.7330 fax 95.654.9896 Must print legibly, submit (3) sets of building and plot plans. Fill out all
More informationTOLL FREE:(888) FAX:(941) ASSEMBLY of ProTEC CONCRETE STRUCTURAL INSULATED PANEL
ASSEMBLY of ProTEC CONCRETE STRUCTURAL INSULATED PANEL The ProTEC panels are manufactured with grooves on all four sides to accept the steel components. This grooving applies to the regular panel whose
More information3.1 General Provisions
WOOD FRAME CONSTRUCTION MANUAL 107 3.1 General Provisions 3.1.1 Prescriptive Requirements The provisions of this Chapter establish a specific set of resistance requirements for buildings meeting the scope
More informationMaterials. Description Quantity/Size Material Foundation Drainage material. 1.4 cu. yd. Compactible gravel
This 8 12-ft. shed features a simple gable roof, double doors, and side and rear windows for natural lighting. With full-height walls and doors, there's ample room for storing large items or creating a
More informationTYPICAL PATIO COVERS. OWNER: ADDRESS: PHONE:
City of Aliso Viejo Building Division 12 Journey, Suite 100 Aliso Viejo, CA 92656 (949)425-2540 Fax (949)425-3899 www.cityofalisoviejo.com TYPICAL PATIO COVERS 111 I. GENERAL Patio covers are one-story,
More informationWith Illustrations, Drawings & Step By Step Details. Click Here To Download 12,000 Shed Plans. 1 P a g e H O W B U I L D S H E D.
With Illustrations, Drawings & Step By Step Details Click Here To Download 12,000 Shed Plans 1 P a g e H O W B U I L D S H E D. C O M Table of Contents OVERVIEW... 3 MATERIALS & CUTTING LISTS... 4 DRAWINGS,
More informationBUILDING PLANS. BUILDING INSPECTIONS DEPARTMENT
BUILDING PLANS BUILDING INSPECTIONS DEPARTMENT 507-537-6773 www.ci.marshall.mn.us This handout is intended only as a guide to the subject matter covered herein and is based in part on the 2015 Minnesota
More informationPLAN CEILING FRAMING PLAN CEILING JOIST SCHEDULE. Tenant Improvements. UNLV Police Station Maryland Parkway.
TYPICAL HEADER, SEE DETAIL 3/ 4 1 6 2 CEILING FRAMING PLAN SCALE: 3/16" = 1'-0" 2 2 4 600S162-43 FLAT BRACE, 4 CEILING JOIST, SEE SCHEDULE, BOXED BEAM: (2) 600S162-54 + (2)14GA TRACKS 2 CEILING JOIST SCHEDULE
More informationIRC 2015 Code Compliant Wood Framed Residential Details. Incorrect Installations of Connectors with code references and remedies, discussion.
IRC 2015 Code Compliant Wood Framed Residential Details Incorrect Installations of Connectors with code references and remedies, discussion. You can help to avoid this, by being diligent with inspections.
More informationIRC 2012 Code Compliant Wood Framed Residential details. Miss Installed Connectors with code references and remedies, discussion.
IRC 2012 Code Compliant Wood Framed Residential details Miss Installed Connectors with code references and remedies, discussion. You can help avoid this, by being diligent with inspections. Notes to Attendees
More informationCLIPS & CONNECTORS. Phone:
CIPS & CONNECTORS 30 800.675.8023 CIPS & CONNECTORS 3 1 / 16 2 3 / 8 11 / 16 237 237 SOUND ISOTION CIP Description Furring Channel Sound Isolation Clip Resilmount 237 can be used in wall and ceiling applications
More informationSections & Details VOCABULARY
1 Sections & Details VOCABULARY 1 ROOF FRAMING DETAIL RIDGE BOARD SHEATHING SHINGLES WEB FASCIA RAFTER (chord) SOFFIT SHEATHING STUD INSULATION DOUBLE TOP PLATE CEILING JOIST 2 FOUNDATION DETAIL STUD SHEATHING
More informationMaterial List for Log Complete Packages
Material List for Log Complete Packages DAYLIGHT BASEMENT EXTERIOR WALLS ( If Applicable ) 2X6 Pressure Treated Sills With 6" Foam Sill Sealer 2X6 K.D. Spruce Plates And Studs 2X10 K.D. Spruce Headers
More informationREQUEST FOR INFORMATION
REQUEST FOR INFORMATION Project: Junction City HS General Contractor: Corp Inc. RFI #: MVCC 0 RFI Title: Cold Framing Submittal EOR Response RFI Section: 05 40 00 Date: 0/4/07 Response Required: ASAP Information
More informationHOW TO BUILD A 12X8 SHED
HOW TO BUILD A 12X8 SHED With Illustrations, Drawings & Step By Step Details Note: This is a sample plan from RyanShedPlans. All other plans in our collection goes indepth with more details, more instructions,
More informationWith Illustrations, Drawings & Step By Step Details. Click Here To Download 12,000 Shed Plans. 1 P a g e Download 12,000 More Shed Plans
With Illustrations, Drawings & Step By Step Details Click Here To Download 12,000 Shed Plans 1 P a g e Download 12,000 More Shed Plans Table of Contents OVERVIEW... 3 MATERIALS & CUTTING LISTS... 4 DRAWINGS,
More information2x6. 2x8. 2x10. Size. 2-2x10 8'-5" w/ 2 NJ 7'-3" w/ 2 NJ
1 Rafter Size Spacing Allowable span 24" 11'-9" 24" 2x6 14'-1" 2x4 12" 15'-6" 12" 24" 14'-10" 24" 2x8 18'-2" 2x6 12" 20'-5" 12" 24" 18'-2" 24" 2x10 22'-3" 2x8 12" 25'-8" 12" 24" 21'-0" 24" 2x12 25'-9"
More informationGLOSSARY OF TERMS SECTION 8
GLOSSARY OF TERMS SECTION 8 Anchor Bolt Angle Base Plate Bay Blocking CCB Centerline Chord Cladding Clip Closure Strip An A-307 steel bolt embedded in the concrete footing to anchor the base plate of the
More informationSECTION: 15 ZONING RULE LOT AREA 6134 S.F S.F. BUILDING AREA (FOOTPRINT) LOT COVERAGE 20.2% 24.86' FRONT YARD SIDE YARD 8.
PROPOSED 1ST FLOOR PROPOSED 2ND FLOOR Anthony Hatziioannou Architect, P.C. EXISTING 1ST FLOOR ZONING CALCULATION JURISDICTION: TOWN OF OYSTER BAY SECTION: 15 BLOCK: 71 LOT: ZONE: RESIDENCE R1-7 PERMITTED
More informationStandard Detail Index See referenced Technical Bulletins for important information on using specific Standard Details.
See referenced s for important information on using specific Standard Details. Allowable Duct Sizes for Floor Trusses TS042 Allowable Duct Sizes for TrusSteel Floor Trusses Bracing TS015 TS017 TS019 Suggested
More informationRAPID RIVER RUSTIC, INC.
TAG UNIT CODE STYLE MANUFACTURER EXTERIOR DOOR SCHEDULE ROUGH OPENING SIZE JAMB SIZE FIRE RATING LABEL NOTES COLOR DETAIL HEADER WIDTH HEIGHT *Conventional construction code minimum for use with A3 only.
More informationFastener Schedule. a, b, c. FASTENER Roof 3-8d (2 1 / ) / ) 3-10d. 3-10d ( ) 3-16d box nails. (3 1 2 toe nails on one side
ITEM 1 DESCRIPTION OF BUILDING ELEMENTS Blocking between joists or rafters to top plate, toe 2 Ceiling joists to plate, toe 3 4 5 6 Ceiling joists not attached to parallel rafter, laps over partitions,
More informationCarpentry/Carpenter CIP Task Grid
1 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
More informationT-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY
August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 R MiTek Industries, Chesterfield, MO Page 1 of 1 Note: T-Bracing / I-Bracing to be used when continuous lateral bracing is impractical.
More informationWood Connections. Concepts of Well Designed Connections
Wood Connections Sam Hensen, P.E. Branch Engineering Manager Concepts of Well Designed Connections Must provide sufficient capacity to transfer loads to supporting members Utilize fastener spacing which
More informationWood Roof Framing Common Design and Construction Defects Concurrent Session #5.3, Friday April 28, 2017, 9:45 AM-10:30 AM
Wood Roof Framing Common Design and Construction Defects Concurrent Session #5.3, Friday April 28, 2017, 9:45 AM-10:30 AM William J. Dery, PE Sr. Structural Engineer Outline 1. Wood Roof Framing 101 the
More informationSYNTHEON ACCEL-E INSTALLATION MANUAL
Installation Guide SYNTHEON ACCEL-E INSTALLATION MANUAL Table of Contents View this entire installation manual online at www.syntheoninc.com/accel-e GENERAL INFORMATION... 2-11 Introduction...2 ACCEL-E
More informationSite Preparation Information for:
Site Preparation Information for: Product Series - Big Doors Product Type - MultiGlide Door Read these instructions and the Product Safety Information before starting procedure. For: MultiGlide Door Instructions/Videos
More informationBUILDING THE BASIC SHED. Step A: Build the Foundation & Floor Frame
BUILDING THE BASIC SHED Step A: Build the Foundation & Floor Frame 1. Excavate the building site and add a 4" layer of compactible gravel. If desired, add an extension to the base for the optional wood
More informationCUTTING, NOTCHING, AND BORING OF WOOD FRAMING MEMBERS (Unless an alternate design is provided by a licensed Engineer or Architect)
INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: 91.2320 Effective: 5-23-00 DOCUMENT NO. P/BC 2002-007 Revised: 2-01-01 Previously Issued As: IB ST-14 CUTTING, NOTCHING, AND BORING OF WOOD
More informationtable of contents Sliding Door Accessories Page Latches & Snuggers Stay Rollers Brackets & Stops
table of contents Square Track & Accessories Pages 4-7 Square Track Options Page 4 Light Duty Track Page 4 Square Track Brackets Page 5 Square Track Accessories Page 5 Square Track Trolleys Page 6-7 Offset
More information10x10 Shed Plans and Building Guide
Page 1 Legal 2018 Zac Spade & Christopher D. Brown. All Rights Reserved For information about special discounts available for bulk purchases, sales promotions, fundraising and educational needs, contact
More informationWith Illustrations, Blueprints & Step By Step Details Brought To You By ShedPlansz.Com Click Here To Get More Shed Plans
12 X 8 Shed Plans With Illustrations, Blueprints & Step By Step Details Brought To You By ShedPlansz.Com Click Here To Get More Shed Plans Blueprints And Diagrams Instructions For Building The Shed
More informationVertical Offset Base and Safety Rail System Installation Instructions
Section 5 Vertical Offset Base and Safety Rail System Installation Instructions The vertical offset base and safety rail assembly are designed to be used in residential construction for sloped or flat
More information6x6 Shed Plans and Building Guide
Page 1 Legal 2018 Zac Spade & Christopher D. Brown. All Rights Reserved For information about special discounts available for bulk purchases, sales promotions, fundraising and educational needs, contact
More informationFASTENERS BUILDING DEPARTMENT
FASTENERS BUILDING DEPARTMENT 952-446-1660 WWW.CITYOFMINNETRISTA.COM This handout is intended only as a guide and is based in part on the 2015 Minnesota Residential Code, Minnetrista City ordinances, and
More informationBUILDING PLANS. BUILDING DEPARTMENT
BUILDING PLANS BUILDING DEPARTMENT 952-446-1660 www.cityofminnetrista.com This handout is intended only as a guide and is based in part on the 2015 Minnesota Residential Code, Minnetrista City ordinances,
More information8x8 Shed Plans and Building Guide
Page 1 Legal 2018 Zac Spade & Christopher D. Brown. All Rights Reserved For information about special discounts available for bulk purchases, sales promotions, fundraising and educational needs, contact
More informationUnit 9. Wall and Ceiling Framing
Unit 9 Wall and Ceiling Framing Wall construction Wall framing includes the assembly of horizontal and vertical members that make up exterior walls and interior partitions. Theses walls support the ceilings
More informationGarage Design Guide. October 2018
Garage Design Guide October 2018 The Corporation of the Township of Hamilton 8235 Majestic Hills Drive, P.O. Box 1060, Cobourg Ontario K9A 4W5 Tel: 905-342-2810 Fax: 905-342-2818 Email: Tim Jeronimus (Chief
More informationWith Illustrations, Drawings & Step By Step Details. Click Here To Download 12,000 Shed Plans. 1 P a g e Download 12,000 More Shed Plans
With Illustrations, Drawings & Step By Step Details Click Here To Download 12,000 Shed Plans 1 P a g e Download 12,000 More Shed Plans Table of Contents OVERVIEW... 3 MATERIALS & CUTTING LISTS... 4 DRAWINGS,
More informationSTANDARD MSGDET4AC: NOTES TO DESIGNER
GIRDER DETAILS (SHEET 1 OF 2) NOTES TO DESIGNER: Standard is to be used for trapezoidal or curved, 4-span continuous, steel plate girders. The standard includes girder details; tables for plate sizes,
More informationIntroducing AJSTM INSTALLATION GUIDE USA. 8 th Edition USA
The SIMPLE FRAMING SYSTEMSM INSTALLATION GUIDE USA for Floors This Installation Guide is intended to provide general information for the designer and end-user. For further information, please refer to
More information8 x 10 Timber-frame Garden Shed
8 x 10 Timber-frame Garden Shed Includes: Step-By-Step Instructions, Complete Details & Materials Lists Timber-framing is a traditional building method that uses a simple framework of heavy timber posts
More informationFine Homebuilding. Cottage Shed Plans
Fine Homebuilding Cottage Shed Plans 1 Front Elevation Designed with a cottage look, this small shed has clapboard siding on the front, a double door, a ramp to allow access for motorized yard equipment,
More informationTECHNICAL DESIGN CATALOG
TECHNICAL DESIGN CATALOG 1-800-275-2279 Disclaimer: The Steeler Technical Design Catalog is a collection of typical designs for steel framing and connections to help guide with your design process. The
More informationEntry Level Assessment Blueprint Carpentry
Entry Level Assessment Blueprint Test Code: 4115 / Version: 01 Specific Competencies and Skills Tested in this Assessment: Safety Demonstrate safe material handling practices Display comprehension of workplace/job-site
More informationGlasRoc Sheathing Type X
Wall / Fire-Rated Systems 3-5/8" (92 mm) Steel Studs ProRoc Steel Stud System 3-5/8" (92 mm) Steel Track 3-1/2" (89 mm) Glass Fiber or Mineral Wool Insulation GlasRoc Sheathing Type X UL Design U465 Cavity
More informationWood structures Copyright G G Schierle, press Esc to end, for next, for previous slide 1
Wood structures Copyright G G Schierle, 2001-02 press Esc to end, for next, for previous slide 1 Wood Types: Balloon framing (rare) Platform framing Heavy timber framing Advantages: The only renewable
More informationVERSA-LAM BCI INSTALLATION GUIDE LIMIT STATES DESIGN CANADA
INSTALLATION GUIDE VERSA-LAM BCI LIMIT STATES DESIGN CANADA The information in this document pertains use in the CANADA ONLY, Limit States Design. Refer the appropriate Specifier Guide US for use in the
More informationCHAPMAN GRIFFIN LANIER SUSSENBACH ARCHITECTS, INC. ARCHITECT S ADDENDUM NO. 06
CGLS A R C H I T E C T S CHAPMAN GRIFFIN LANIER SUSSENBACH ARCHITECTS, INC. 2500 Cumberland Parkway Suite 350 Atlanta, Georgia 30339 404.733.5493 (voice) 404.733.6804 (fax) www.cglsarchitects.com ARCHITECT
More information12x12 Shed Plans and Building Guide
Page 1 Legal 2018 Zac Spade & Christopher D. Brown. All Rights Reserved For information about special discounts available for bulk purchases, sales promotions, fundraising and educational needs, contact
More informationA Shell construction
A Shell construction A 4/2012 Content 1 BASE AND WALL ANCHORING 1.1 Base with mortar bed 1.2 Base with sill plate 1.3 Base with raised sill plate 1.4 Concrete base (mortar bed) 1.5 Concrete base (sill
More informationDesigned for Building Designed for Living
decorative hardware Designed for Building Designed for iving (800) 999-5099 strongtie.com Add Beauty and Strength to Your Custom Outdoor iving Structures ith Outdoor Accents, a line of decorative wood
More informationPryda Timber Connectors
Pryda Timber Connectors Pryda Lintel Guide Engineered Steel Wall Lintels March 2014 ESSENTIAL NOTES PRYDA PRODUCT GUIDES INTRODUCTION The information in this Product Guide is provided for use in Australia
More informationSingle-Family Dwelling Submittal Requirements
Single-Family Dwelling Submittal Requirements The purpose of this guideline is to assist our customers in preparing for plan submittal. The items listed must be included before your plans can be accepted
More informationRFI Transmittal. Junction City SD High School RFI150. RFI #150: Cold Framing Submittal EOR Response - Mid Valley Commercial Construction
RFI Transmittal DLR Group PROJECT: Junction City SD High School 74-66-0 DATE SENT: 0/6/07 SUBJECT: RFI #50: Cold Framing Submittal EOR Response - Mid Valley Commercial Construction RFI ID: RFI50 TYPE:
More informationConnectors for Cold-Formed Steel Curtain-Wall Construction
The expiration date of this document has been extended until 2/3/3. Introducing Connectors for Cold-Formed Steel Curtain-Wall Construction Code Listed: IAPMO ES ER-238 (800) 999-5099 www.strongtie.com
More informationUse the Design Properties (100% Load Duration) Table from Page 3 for questions 1-7
www.garyklinka.com page 1 of 16 Truss Joist I-Joist Quiz Instructions: www.garyklinka.com 1. Print these pages. 2. Print referencing manual from my site at http://garyklinka.com/manuals/tj-4000.pdf or
More informationE-Blueprints. Children s Backyard Playhouse 8 x sq. feet main 32 sq feet porch 2 x 4 Framed Walls 6' Ceiling Height
SDS-CAD - Specialized Design Systems E-BLUEPRINTS C ABINS G ARAGES Children s Backyard Playhouse 8 x 10 80 sq. feet main 32 sq feet porch 2 x 4 Framed Walls 6' Ceiling Height Plan sets contain the following:
More informationIDP Entry-Fit Steel Door Frames. Installation Instructions K2A and NK2A Series Frames
IDP Entry-Fit Steel Door Frames Installation Instructions K2A and NK2A Series Frames IDP Inc 21300 W. 8 Mile Rd. Southfield, MI 48075 1-877-645-2770 www.idpframes.com email: info@idpframes.com K2A and
More informationExpanding Your Solutions
Expanding Your Solutions Clips and Connectors for Cold-Formed Steel Construction Effective 3/7/2017 Table of Contents Introduction... 1 Bypass Framing Slide-Clip Connectors SCB/MSCB... 2 SC... 3 IDBC...
More informationEntry Level Assessment Blueprint Carpentry
Entry Level Assessment Blueprint Carpentry Test Code: 4215 / Version: 01 Specific Competencies and Skills Tested in this Assessment: Safety Demonstrate safe material handling practices Display comprehension
More informationMAT106: Wall Framing. AMERICAN FOREST & PAPER ASSOCIATION American Wood Council Engineered and Traditional Wood Products
MAT106: This portion of the program will address the code requirements for wall framing, although we won t address bracing in this section. The program contains a separate bracing section. 1 FASTEN PLATES
More information(TOLL FREE); 7am 7pm Pacific Time, Monday-Saturday ASSEMBLY INSTRUCTIONS FOR THE ATTACHED GARDEN PERGOLA WITH LEDGER BOARD
866.332.2403 (TOLL FREE); 7am 7pm Pacific Time, Monday-Saturday ASSEMBLY INSTRUCTIONS FOR THE ATTACHED GARDEN PERGOLA WITH LEDGER BOARD Note will vary Description Posts Single Supports Supports with In-Between
More informationJoshua Woodsman
CONSTRUCTION GUIDE of one of our design Please Note This electronic document is protected by the identifier against unauthorized dissemination on the Internet. Before building any structure make sure you
More information14 Intex Price Guide. Suitable for use in Fire Rated Wall Systems
14 Intex Price Guide Suitable for use in Fire Rated Wall Systems O.50-0.55mm BMT W A L L T R A C K 0. 5 5 M M B M T A standard wall or floor track section which provides a friction fit for studs to fit
More informationShearwall System Installation Guide
Shearwall System Installation Guide Complete HFX product listing with dimensions, weights, connectors, typical installations and accessories. Also includes Hardy Frame Moment Frame information. Easy as
More informationF I X I N G B R O C H U R E
F I X I N G B R O C H U R E Joist Hangers Joist Hangers on Steel Beams Fixing Masonry Hangers Speedy Joist Hangers Lateral Restraint Straps Roof Tie Down Straps Herring Bone Joist Strut Bat 'U' Nail Plate
More informationBest Barns USA Assembly Book
Best Barns USA Assembly Book Revised September 12, 2017 the Arlington Building Size 12' x 16' Manufactured by Reynolds Building Systems, Inc. 205 Arlington Drive Greenville, PA 16125 This manual is copyrighted.
More informationIndex Pipe Hangers and Straps
Index Pipe Hangers and Straps Fig. 1 Standard Clevis Hanger MSS-SP-69, Type 1 WW-H-171E, Type 1 Page 14 Fig. 1CI Clevis Hanger for A.W.W.A. Page 16 Fig. 81 Clevis Hanger WW-H-171E, Type 12 Page 70 Fig.
More informationSECTION R507 DECKS DECKING LEDGER BOARD BEAM. FOOTING BEAM SPAN CANTILEVER For SI: 1 inch = 25.4 mm FIGURE R507.2 DECK CONSTRUCTION
SECTION R507 DECKS R507.1 Application. The provisions of this section shall provide prescriptive requirements for the design and construction of all uncovered, wood-framed, single-span exterior decks.
More informationConnectors for Cold-Formed Steel Curtain-Wall Construction
Introducing Connectors for Cold-Formed Steel Curtain-Wall Construction Code Listed: IAPMO ES ER-238 (800) 999-5099 www.strongtie.com Our Newest Product Line for Cold-Formed Steel Framing Simpson Strong
More informationDIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: EVALUATION SUBJECT:
0 ICC ES Evaluation Report ICC ES 000 (800) 687 (6) 699 0 www.icc es.org Most Widely Accepted and Trusted ESR Reissued 0/08 This report is subject to renewal 0/00. DIVISION: 06 00 00 WOOD, PLASTICS AND
More informationIllustration Part Description Base List Weight/ Ft./ Box Number Price/S.L. S.L. S.L. Qty.
Prices DO NOT include glazing gaskets or weathering. See Accessories sheet. Exterior Glazed Back Members for 1" Glass Illustration Part Description Base List Weight/ Ft./ Box Price/S.L. S.L. S.L. Qty.
More informationPANEL NOTATION (3) D4 D3 D2 D3X2 SHEATHING THICKNESS (IN.) D " NAILS/ SPACING " o.c. SILL BOLT SPACING 1 2 " 36" O.C. 1 2 " Ø
PANEL NOTATION (3) D2 X2 SHEATHING THICKNESS (IN.) 32 " NAILS/ SPACING 32 " 8d @3" o.c. SILL BOLT SPACING 2 " Ø @ 36" O.C. 2 " Ø @ 2" O.C. 2 " Ø @ O.C. 2 " Ø @ 6" O.C. 2 " Ø @ '-0" O.C. 980 PLF D2X2 32
More informationA. Rough carpentry includes but is not limited to the following:
SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections,
More informationAUXILIARY FRAMING AND ACCESSORIES
CUSTOM CABINETS & RACKS STRUT AND ACCESSO- RIES JUNCTION KITS ANGLE AND BRACE KITS SPLICE KITS BRACE KITS INSTALLATION KITS WALL ANGLE KITS RUBBER END CAPS SUPPORT INSTALLATION AND SUPPORT KITS STANCHION
More informationSECTION ROUGH CARPENTRY 1.1 DESCRIPTION OF WORK:
SECTION 061000 - ROUGH CARPENTRY 1.1 DESCRIPTION OF WORK: A. Definition: Rough carpentry includes carpent~y work not specified as part of other sections and which is generally not exposed, except as otherwise
More informationMaterial Description Qty Units Cost Total SQUARE FOOTAGE TOTAL Area 1692 sqft
Material Report for plan: Willowdale A Page 1 of 7 SQUARE FOOTAGE TOTAL Area 1692 sqft EXCAVATION & FOUNDATION EXCAVATION & BACKFILL Conc. Footing (volume) 5 m³ 122.50 612.50 Conc. Footing (length) 6"x20"
More informationTypical Deck Details
Based on the 2009 Michigan Statewide Building Code guard decking ledger board fasteners existing house floor construction guard post attachment ledger board attachement to existing house s footing beam
More informationThis specification describes the minimum requirements for structural steel drawings.
1/7 1.0 PURPOSE This specification describes the minimum requirements for structural steel drawings. 2.0 GENERAL As stated in specification SPEC-0800, drawings are intended to be Design drawings. Sufficient
More informationBest Barns USA Assembly Book
Best Barns USA Assembly Book Revised September 13, 2017 the Belmont Building Size 12' x 16' Manufactured by Reynolds Building Systems, Inc. 205 Arlington Drive Greenville, PA 16125 This manual is copyrighted.
More informationSAMPLE INSTRUCTIONS. Best Barns USA Assembly Book. the Belmont with pocket doors. Building Size 12'x16' or 12'x20' Revised January 10, 2012
Best Barns USA Assembly Book Revised January 10, 2012 SAMPLE INSTRUCTIONS the Belmont with pocket doors Building Size 12'x16' or 12'x20' Manufactured by Reynolds Building Systems, Inc. 205 Arlington Drive
More informationnineteen Wood Construction 1 and design APPLIED ARCHITECTURAL STRUCTURES: DR. ANNE NICHOLS FALL 2016 lecture STRUCTURAL ANALYSIS AND SYSTEMS ARCH 631
APPLIED ARCHITECTURAL STRUCTURES: STRUCTURAL ANALYSIS AND SYSTEMS DR. ANNE NICHOLS FALL 2016 lecture nineteen wood construction and design Wood Construction 1 Timber Construction all-wood framing systems
More informationCatnic Pontypandy Industrial Estate Caerphilly CF83 3GL T: F: English version
www.catnic.com Care has been taken to ensure that the contents of this publication are accurate, but Tata Steel Europe Limited and its subsidiaries, which includes Tata Steel UK Limited, do not accept
More informationthe Greenbriar 12' x 20' Best Barns USA Assembly Book Revised April
Best Barns USA Assembly Book Revised April 28 2015 the Greenbriar 12' x 20' Manufactured by Reynolds Building Systems, Inc. 205 Arlington Drive Greenville, PA 16125 724-646-3775 This manual is copyrighted.
More informationIMPORTANT NOTICE TO ALL TERRAMAR PROPERTY OWNERS AND BUILDERS REQUIREMENTS TO BUILD. REVISED July 15, 2017
IMPORTANT NOTICE TO ALL TERRAMAR PROPERTY OWNERS AND BUILDERS REQUIREMENTS TO BUILD REVISED July 15, 2017 By virtue of authority granted to the Architectural Control Committee in covenants set forth in
More informationAppendix B Framing Component Installation Last updated 5/27/2013
Appendix B Framing Component Installation Last updated 5/27/2013 Apex Brace Installation Appendix B 1 Refer to apex connection detail on the engineering plans for the location of the apex brace. Refer
More informationKocked Down with Ends Assembled
Installation Instructions for Quarter Round (QR) Kocked Down with Ends Assembled Note: Prior to starting Installation, check unit/parts for damage. Please read entire Installation Instructions & review
More informationWall and Ceiling Framing
Student Edition Developed by the Curriculum and Instructional Materials Center for the Trade and Industrial Education Division Oklahoma Department of Career and Technology Education 00-00000 TI3674 Copyright
More informationBest Barns USA Assembly Book
Best Barns USA Assembly Book Revised November 19, 2015 the Arlington-R Building Size 12' x 20' Manufactured by Reynolds Building Systems, Inc. 205 Arlington Drive Greenville, PA 16125 724-646-3775 This
More informationBest Barns USA Assembly Book
Best Barns USA Assembly Book Revised March 6, 2017 the Arlington Building Size 12' x 24' Manufactured by Reynolds Building Systems, Inc. 205 Arlington Drive - Greenville, PA 16125 This manual is copyrighted.
More informationSections & Details. WOOD SILL and FLOOR CONSTRUCTION NOTES
2 Sections & Details WOOD SILL and FLOOR CONSTRUCTION NOTES 1 Commonly Used Lumber Common LENGTHS include: 8, 10, 12, 14, 16 NOMINAL SIZES 2 x 4 2 x 6 2 x 8 2 x 10 2 x 12 ACTUAL SIZES 1 ½ x 3 ½ 1 ½ x 5
More informationJOIST DETAILS Plate nail, 16d (0.15" x 1 ") at 1 on-center Blocking panel: 1 1 8" TJ Rim Board, 1 1 TimberStrand SL or TJI joist Toe nail, 10d (0.11" x ") at on-center A1 CS BEAM DETAILS L1 eb stiffener
More informationBest Barns USA Assembly Book
Best Barns USA Assembly Book Revised November 19, 2015 the Arlington-R Building Size 12' x 24' Manufactured by Reynolds Building Systems, Inc. 205 Arlington Drive Greenville, PA 16125 724-646-3775 This
More informationSECTION ROUGH CARPENTRY
SECTION 06100 PART I - GENERAL 1.01 DESCRIPTION A. Scope: Work of this Section shall include all materials and installation necessary to provide Rough Carpentry as shown and detailed on the Drawings and
More informationLateral Support. Decks over 24 above grade require lateral support* *Exceptions to be discussed later
Lateral Support Decks over 24 above grade require lateral support* *Exceptions to be discussed later Decking Types of Decking: -2x4s & 2x6s -five quarter span rated decking boards -Wood plastic composite
More informationDrywall, Wood and Truss Uplift
Drywall, Wood and Truss Uplift Drywall (gypsum board) has to: provide rigidity provide aesthetics provide fire protection not leak air Concerns Wood moves. Drywall does not move. Interesting problem. The
More information