DOCSLIB.ORG

Mercer Island Custom 5

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Mercer Island Custom 5 Misc. Info: PRE-APP SUBMITTAL CONCEPT 1. CODE SUBMITTAL 03-19 COMPLETED PERMIT / CD 2. FOR SUBMITTAL 11-19 COMPLETED INTAKE 3. CORRECTIONS 12-27-19 PERMIT REVIEW 4. CORRECTIONS 03-20-20 MERCER ISLAND CUSTOM 5. WEAVER CONSTRUCTION 7207 SE 24TH STREET MERCER ISLAND, WA 98040 PARCEL# 531510-0345 PERSPECTIVE IMAGE PROJECT PARTICIPANTS PROJECT DATA DRAWING INDEX PERMITSET OWNER / CONTRACTOR: WEAVER CONSTRUCTION WILLIAM WEAVER ARCHITECTURAL PH: (408) 348-3095 A0 COVER ENGINEERING: CSES A1.0 SITE PLAN 6311 17TH. AVE NE A1.2 CODE STUDY SEATTLE, WA 98115 A1.3 CODE STUDY CONT. PH: 206-527-1288 A2.0 FOUNDATION PLAN (VENTILATION LAYOUT) A2.1 LOWER FLOOR PLAN DESIGNER / DRAFTSMAN: LURE DESIGN SOLUTIONS A2.2 UPPER FLOOR PLAN SHAWN SULLIVAN A2.3 ROOF PLAN 4402 242ND PLACE SW A3.1 EXTERIOR ELEVATIONS MOUNTLAKE TERRACE, WA A3.2 EXTERIOR ELEVATIONS 98043 Mountlake Terrace, WA 98043 WA Terrace, Mountlake 425-870-0383 Shawn Sullivan Designer A4.1 BUILDING SECTIONS SW Place 242nd 4402 PH: (425) 870-0383 A4.2 BUILDING SECTIONS A4.3 BUILDING SECTIONS CIVIL ENGINEER: HARBERT ENGINEERS LISA HARBERT A4.4 BUILDING SECTIONS 4620 200TH ST. SW, SUITE B A4.5 WALL SECTIONS LUNWOOD, WA 98036 A4.6 WALL SECTIONS PH: (206)371-3079 A4.7 MISC. DETAILS A5.1 WINDOW SCHEDULE ARBORIST: WW SUSTAINABLE , LLC A6.1 HARDSCAPE PLAN BENJAMIN MARK 11415 NE 128TH ST. SUITE 110 KIRKLAND, WA 98034 SURVEY PH: (425)-870-3420: SHT-1 TOPO-SURVEY PROJECT DESCRIPTION SQUARE FOOTAGE STRUCTURAL DEMO / REMOVE AN EXISTING SINGLE STORY RESIDENCE WITH ATTACHED GARAGE INCLUDING FOUNDATION , CONCRETE LOWER FLOOR 995 SF S1 ROOF FRAMING / UPPER FLOOR SHEAR WALL PLAN SIDEWALKS AND DRIVEWAY. S2 UPPER FLOOR FRAMING / LOWER FLOOR SHEAR WALL PLAN UPPER FLOOR 1335 SF S3 LOWER FLOOR FRAMING AND FOUNDATION PLAN A PROPOSED NEW 2393 SF TWO STORY RESIDENCE W/ (2) CAR S4 STRUCTURAL DETAILS GARAGE AND ROOF TOP DECK WILL BE CONSTRUCTED. SITE TOTAL 2330 SF S5 STRUCTURAL DETAILS /SHEAR WALL SCHEDULE IMPROVEMENTS TO INCLUDE NEW CONCRETE DRIVEWAY WITH S6 SAME ACCESS LOCATION AS EXISTING, NEW FRONT ACCESS STEPS STRUCTURAL NOTES AND SIDEWALK APPROACH TO HOME AND NEW REAR YARD RAISED GARAGE 582 SF PATIO. CIVAL UNCOVERED DECK 1 91 SF UNCOVERED DECK 2 228 SF 7207 SE Street 24th UNCOVERED DECK 3 ( ROOF TOP) 377 SF C1 DRAINAGE PLAN / TESC LEGAL DESCRIPTION C2 WATER SUPPLY DETAILS Mercer98040 Island, WA WEAVER CONSTRUCTION (PER STATUTORY WARRANTY DEED REC. NO.20051021003324) THE NORTH 70 FEET OF THE WEST 100 FEET OF LOT 1, BLOCK 5, MCGILVRA'S ISLAND ADDITION, ACCORDING TO THE PLAT THEREOF , RECORDED IN VOLUME 16 OF PLATS, PAGE 58, IN KING COUNTY, WASHINGTON. Mercer Island Custom SYMBOLS VICINITY MAP DRAWING NUMBER REVISION REFERENCE X REVISION NUMBER BUILDING SECTION OR WALL SECTION SHEET NUMBER REFERENCE MASONRY PROJECT LOCATION A CONCRETE DRAWING NUMBER STRUCTURAL REFERENCE 1 EXTERIOR ELEVATION GRIDS INSULATION (LOOSE OR BATT) REFERENCE SHEET NUMBER NOTE: GRID LINES LOCATE FACE OF INSULATION (RIGID) FRAMING AND/OR DRAWING NUMBER FOUNDATION STEM WALLS UNO EARTH INTERIOR ELEVATION REFERENCE TRUE NORTH SHEET NUMBER SAND / PLASTER / MORTAR NORTH ARROW NORTH DRAWING NUMBER ROCK FILL DETAIL REFERENCE SHEET NUMBER METAL (LARGE SCALE) UP 7R STAIR DIRECTION, # RISERS & TREADS 11T GYPSUM WALLBOARD ROOM NAME & NUMBER FINISHED WOOD DOOR REFERENCE X REFERENCE LETTER STRUCTURAL WOOD (CONTINUOUS MEMBER) EQUIPMENT NUMBER 101 WINDOW REFERENCE REFERENCE NUMBER STRUCTURAL WOOD COVER SHEET CENTER LINES, FLOOR LINES (NON-CONTINUOUS MEMBER) AT EXTERIOR ELEVATIONS, PROJECTED LINES WALL TYPE WALL TYPE PLYWOOD PROPERTY LINES, BOUNDARY LINES TILE (CERAMIC) KEY NOTE REFERENCE X REFERENCE NUMBER DATE: 10-2018 HIDDEN LINES DESIGNED: SLS DRAWN: SLS CASEWORK REFERENCE SCHEDULE NUMBER BREAK LINES JOB NO: 2018-13 SHEET: A0 Misc. Info: PRE-APP SUBMITTAL CONCEPT 1. CODE SUBMITTAL 03-19 COMPLETED PERMIT / CD 2. FOR SUBMITTAL 11-19 COMPLETED INTAKE 3. CORRECTIONS 12-27-19 PERMIT REVIEW 4. CORRECTIONS 03-20-20 5. PROJECT PARTICIPANTS PROJECT DATA OWNER / CONTRACTOR: WEAVER CONSTRUCTION JURISDICTION: MERCER ISLAND WILLIAM WEAVER PH: (408) 348-3095 PROJECT SITE: 7207 SE 24TH STREET SEATTLE , WA 98040 SURVEYS REQUIRED CSES ENGINEERING: PERMITSET 1) AN IMPERVIOUS SURFACE, LOT 6311 17TH. AVE NE TAX ACCOUNT NO.: #531510-0345 COVERAGE AND OR HARD SURFACE SEATTLE, WA 98115 SURVEY IS REQ'D PRIOR TO FINAL PH: 206-527-1288 ZONING.: R9.6 INSPECTION LOT SIZE: 7000 SF-- .16 ACRES 2) A PROPERTY LINE /SETBACK SURVEY DESIGNER / DRAFTSMAN: LURE DESIGN SOLUTIONS IS REQ'D PRIOR TO FINAL INSPECTION WATER METER / SUPPLY H STREET SHAWN SULLIVAN OCCUPANCY GROUP: R SE 24T 4402 242ND PLACE SW MOUNTLAKE TERRACE, WA PROVIDE NEW OR UPSIZED WATER NEW LANDSCAPE BOULDER 98043 AND OR WATER SUPPLY LINE ADDED TO CAP END OF PH: (425) 870-0383 · 1" MIN. METER SIZE ROCK WALL PROVIDE NEW SIDEWALK CURB · 1.25" MIN. SUPPLY LINE AND DRIVEWAY CURB CUT. SEE CIVIL ENGINEERING DRAWINGS HARBERT ENGINEERS EXISTING ROCKERY · CONSULT W/ FIRE SPRINKLER CIVIL ENGINEER: FOR DESIGN / DETAILS) LISA HARBERT TO REMAIN CONTRACTOR FOR SIZING REVIEW 4620 200TH ST. SW, SUITE B 12'-0" LYNNWOOD, WA 98036 EXISTING WATER PH: (206)371-3079 METER CURB Mountlake Terrace, WA 98043 WA Terrace, Mountlake 425-870-0383 Shawn Sullivan Designer CURB ARBORIST: WW SUSTAINABLE , LLC SW Place 242nd 4402 CURB BENJAMIN MARK EXISTING 11415 NE 128TH ST. SUITE 110 EXISTING SIDEWALK KIRKLAND, WA 98034 SIDEWALK (EXIST) (EXIST) 216.42 216.40 PH: (425)-870-3420: X X EXISTING POWER POLE X TOW 218.00 NEW ACCESS LANDING W LEGAL DESCRIPTION SQUARE FOOTAGE INFO. N 88°29'14" W 100.00' PROPERTY LINE PLANTING SITE WALLS BED 216.58 NEW STEPS UP X W LOWER FLOOR: 824 + 19 + 65 (STAIR) + 87 = 995 SF GAS NEW LANDING / STEPS E 1 PER ARBORIST FALL PROTECTION WILL BE 2 PROVIDED IF A VERTICAL HAZARD (PER STATUTORY WARRANTY DEED REC. NO.20051021003324) UPPER FLOOR: =1335 SF #101 (EXIST) W S GAS DOWNSPOUTS 220.16 R GREATER IS WITHIN 36" 219.71 X OF 30" O 10'-0" 26" D. FIR 3 #102 TO TIGHTLINE X HORIZONTAL OF A WALKING THE NORTH 70 FEET OF THE WEST 100 FEET OF LOT 1, . TOTAL 2330 SF HERRY W 221.16 (2)10" C GAS CANOPY ABOVE PLANTING 4 NEW BED SURFACE BLOCK 5, MCGILVRA'S ISLAND ADDITION, ACCORDING TO THE SIDE YARD SETBACK CONCRETE E 5 DRIVEWAY PLAT THEREOF , RECORDED IN VOLUME 16 OF PLATS, PAGE GARAGE 582 SF W PLANTING GAS X 222.33 (EXIST) BED 221.16 PLANTING BED RETAINING WALL 6 58, IN KING COUNTY, WASHINGTON. V (EXIST) 220.00 22'-6" UNCOVERED DECK 1 91 SF X 219.10 (NEW) 2 1 220.67 W 7 220.60 3 2 1 C. GAS LANDING X NEW SIDEWALK X UP UNCOVERED DECK-2 228 SF A 16" BL. LO UP (EXIST) PLANTING BED 221.83 (NEW) X (NEW) X RETAINING WALL 222.33 W UNCOVERED DECK 3- (ROOF TOP) 377 SF GAS 219.88 PLANTING BED D 222.00 PLANTING BED X X 221.16 ENTRY TOP OF PLYWD. PLANTING BED (NEW) 220.39 N ENTRY X (EXIT) 2 219.80 OVERHANG 20'-0" KEY DESIGN POINTS SEE SHeETS A1.1 AND A 1.2 FOR CODE STUDY INFORMATION 7 #104 1'-6" OVERHANG ABOVE 20" D.FIR ABOVE DOWNSPOUT TO TIGHTLINE HARDSCAPE: (SEE SHT A6.1 FOR DETAILED DIMENSIONS) ' (EXIST) (EXIST) (NEW) YARD REQUIREMENTS: 0 219.90 0 E 219.90 PROPOSED . 219.60 (NEW) N 0 I 220.59 NEW - HARDSCAPE= REQUIRED TO BE MAX. 755 SF (LOT IS LEES THAN 8400 SF) 7 #105 X L NEW (2) ST0RY HOME X - NEW ZONING HAS CHANGED FRONT YARD AND SIDE YARD LOCATIONS 7207 SE Street 24th Y CONCRETE 20'-0" E 13" D.FIR -HARDSCAPE SUM NORTH SIDE: (ACCESS STEPS, SIDEWALK, ENTRY STEP OVERHANG T " PARKING 2 - 72ND AVE SE IS NOW NEW FRONT YARD R NEW FOUNDATION ABOVE LANDSCAPE WALLS AND LANDING = 243 SF 3 ' E #531510-0345 7 ' P PER ARBORIST - 20FT FRONT, 25FT REAR AND TOTAL SUM OF 15FT FOR SIDE YARDS Mercer98040 Island, WA 0 1 OVERHANG -HARDSCAPE SUM SOUTH SIDE: (STEPPING STONES,ACCESS STEPS. LANDSCAPE O ° E 0 . 1 R WEAVER CONSTRUCTION ABOVE ELECTRIC N 0 I 0 WALLS AND PAVER PATIO = 293 SF P 7 L 106 # N METER Y -HARDSCAPE EXISTING SOUTH SIDE YARD ROCKERY: TOTAL 195 SF E "D. FIR T 20 (NEW) " NEW CONCRETE FOUNDATION, STEPS AND LANDING WITHIN EXISTING TREE DRIP LINE: R 220.39 2 3 E X ' P (EXIST) 7 -HARDSCAPE TOTAL: 243 +293 + 195 = 731 SF THUS < 755 SF 1 O DOWNSPOUT TO 219.75 ° -AN ARBORIST REPORT HAS BEEN OBTAINED TO ADDRESS THE FOLLOWING R 20'-0" 1 0 TIGHTLINE P ITEMS BELOW AS WELL AS TO ESTABLISH THE LIMITS OF DISTURBANCE N (EXIST) 3 GROSS FLOOR AREA: (SEE SHEETS A1.0 FOR DIAGRAMS AND CALCULATIONS) Mercer Island Custom 3 PARAMETERS. HEAT 219.90 . PUMP 2 X (NEW) KITCHEN 2 POURED IN PLACE -THE NEW WEST WALL OF THE PROPOSED HOME IS LOCATED ON THE 20 FT 221.83 R 2 CANTILEVE X CONCRETE STEPPING FRONT YARD SETBACK WITHIN THE DRIP LINE OF THE EXISTING TREES - THE GROSS FLOOR AREA FOR LOTS WITH AN AREA OF 7500 SF OR LESS MAY ABOVE GAS STONES -THE FRONT ENTRY LANDING AND STEPS ARE ALSO PROPOSED TO BE LOCATED BE THE LESSER OF 3000SF OR 45% OF THE LOT AREA X (EXIST) METER 2 1 X (NEW) SLIGHTLY WITHIN THE TREE DRIP LINE - LOT SIZE IS 7000 SF. 7000 X .45 = 3150SF.....THUS MAX GFA=3000SF 219.50 UP (NEW) 220.54 PAVER PATIO 220.00 2 (EXIST) -SEE ATTACHED ARBORIST REPORT FOR DETAILED INFORMATION 0 220.00 ' S F X 222.33 X 222.33 25'-0" E R D T 2 O G X B R N (EXIST) 1 X A A EXISTING TREES K T 219.50 220.10 C Y C (NEW) 3 LOT COVERAGE: - (SEE SHT A2.0 FOR DIAGRAMS AND CALCULATIONS) Y X 222.33 K (EXIST) A X R A 220.00 B (NEW) A R 220.00 SPIRAL STAIR T E EXISTING 6' HT -ALL EXISTING TREES WILL BE REMAIN AND BE PROTECTED DURING CONSTRUCTION D (EXIST) E #107 R OP DECK - SITE SLOPE WAS CALCULATED TO BE LESS THAN TO ROOF T S (NEW) SIDE YARD SETBACK ' WOOD FENCE PER AN ARBORIST REPORT 21" CEDAR 5 DOWNSPOUTS 2 30.00' - LIMITS OF DISTURBANCE WILL BE ESTABLISHED PER AN ARBORIST REPORT -15% THUS 40% LOT COVERAGE MAX TO TIGHTLINE 5 - 60% LANDSCAPE AREA REQ'D...DRIVEWAYS AND DRIVING SURFACES ' - - SEE ATTACHED ARBORIST REPORT FOR DETAILED INFORMATION 0 TOW 222.00 " TOW 222.00 PROHIBITED IN LANDSCAPE AREA X X PROPERTY LINE DRIVEWAY ACCESS: N 88°29'14" W 100.00' 10"CED D 10"CED 19" DEC EXISTING ROCKERY 10"CE - THE GARAGE IS LOCATED PER THE 25 FT REAR YARD SETBACK.
Load more

Recommended publications
  • Flier: Deck Connection and Fastening Guide (F-DECKCODE13)
    Deck Connection and Fastening Guide RECOMMENDATIONS FOR THE CONSTRUCTION OF CODE-COMPLIANT DECKS 800-999-5099 | www.strongtie.com Contents Introduction — Improperly Built Decks Can Be Dangerous .............3 Code Concerns ..............................................4 Critical Deck Connections ......................................5 Existing Decks: Retrofit or Replace .............................6–7 Ledger Attachment ...........................................8 Lateral Load Connection .......................................9 Footings ...................................................10 Visit the Deck Center at Post Bases ..............................................11–12 Beam-to-Post Connections ....................................13 www.strongtie.com/deckcenter Joists Terminating into Beam/Ledger. 14 Everything You Need in One Place Joists Bearing on a Beam .....................................15 Railing Post-to-Deck Framing .................................16 We have brought together all of our Stair Stringers & Treads ......................................17 information and training on building Selecting Connectors and Fasteners ............................18 stronger, safer decks in one location Stainless-Steel Connectors ...................................19 Correct Fasteners for Use with Simpson Strong-Tie Connectors .......20 to make learning easier than ever. Structural Wood Fastening ....................................21 Corrosion-Resistant Fasteners for Decking ....................22–23 Quik Drive Auto-Feed Screw Driving
    [Show full text]
  • 15 – Construction Vocabulary
    CONSTRUCTION VOCABULARY ABC (Aggregate Base Course): used in mixing with concrete and placed below concrete prior to the pouring of sidewalks, driveways, etc. It serves as a compacted solid base. Air return: A series of ducts in air conditioning system to return used air to air handler to be reconditioned. Ameri-mix: Maker of the pre-blended bag mixes we use in masonry work. Anchor Bolts: (also called J-bolts) Bolts embedded in concrete foundation used to hold sills in place. Anchor Straps: Straps embedded in concrete foundation used to hold sills in place, most commonly MASAs in our houses. Apron: A piece of driveway between sidewalk and curb. Back Fill: The replacement of dirt in holes, trenches and around foundations. Backing (aka blocking): a non-structural (usually 2x) framed support (i.e. for drywall). Balloon Framing: A special situationally required type of construction with studs that are longer than the standard length. Bay: The space between two parallel framing members (i.e. trusses). Beam: A horizontal structural member running between posts, columns or walls. Bearing wall (aka partition): A wall which carries a vertical structural load in addition to its own weight. Bevel: To cut an angle other than a right angle, such as on the edge of a board. Bird block (aka frieze board): An attic vent located between truss tails. Bird’s Mouth: A notch cut in the underside of a rafter to fit the top plate. Blocking (aka backing): A non-structural 2x framing support (i.e. for drywall) Board: Lumber less than 2” thick. Board Foot: The equivalent of a board 1’ square and 1” thick.
    [Show full text]
  • Itening Guide
    itening Guide There are three essential tasks involved in the making of any woodwork project. The first is to cut out and shape the components; the second is the joining of those components; and the third and final task is the finishing of the article. This appendix provides you with information about the best ways to fasten your workpieces together, to ensure your project's long life. The options are between adhesives, nails, screws and bolts. NAILS Nailing is a quick, efficient and economical way of joining timber. lf the correct nails are chosen, there is no reason why the joints should not be durable. Timber framed houses, with most of the framing just nailed together, have stood the test of time. The listing of nail types that follows provides an overview of commonly used nails. This listing is not complete - nails exist for specific purposes such as boat-building, but these are outside the requirements of the normal handyman. _ Nail Types: Gommon Bullet Head: Used for hardwood framing and general fixing. Flat Head: Used for softwood framing, fixing softwoods or anywhere bullet heads would tend to pull through. Wire Brads: Small bullet head nails, used for attaching decorative mouldings. Clouts: Small nails with a relatively large flat head, used for attaching thin sheet material. Nail Types: Special Purpose Tacks: Used principally for upholstery; commonly blue- black in colour. Panel Pins: Used for fixing plywood panelling to timber framing; "brown" plated. Hardboard Nails: Used to attach hardboard ("masonite"); generally zinc plated. Plaster Board Used for fixing plasterboard to timber framing; Nails: zinc plated.
    [Show full text]
  • Wood Identification and Chemistry' Covers the Physicalproperties and Structural Features of Hardwoods and Softwoods
    11 DOCUMENT RESUME ED 031 555 VT 007 853 Woodworking Technology. San Diego State Coll., Calif. Dept. of Industrial Arts. Spons Agency-Office of Education (DHEA Washington, D.C. Pub Date Aug 68 Note-252p.; Materials developed at NDEA Inst. for Advanced Studyin Industrial Arts (San Diego, June 24 -Au9ust 2, 1968). EDRS Price MF -$1.00 He -$13.20 Descriptors-Curriculum Development, *Industrial Arts, Instructional Materials, Learning Activities, Lesson Plans, Lumber Industry, Resource Materials, *Resource Units, Summer Institutes, Teaching Codes, *Units of Study (Sublect Fields), *Woodworking Identifiers-*National Defense Education Act TitleXIInstitute, NDEA TitleXIInstitute, Woodworking Technology SIX teaching units which were developed by the 24 institute participantsare given. "Wood Identification and Chemistry' covers the physicalproperties and structural features of hardwoods and softwoods. "Seasoning" explainsair drying, kiln drying, and seven special lumber seasoning processes. "Researchon Laminates" describes the bending of solid wood and wood laminates, beam lamination, lamination adhesives,. andplasticlaminates."Particleboard:ATeachingUnitexplains particleboard manufacturing and the several classes of particleboard and theiruses. "Lumber Merchandising" outhnes lumber grades andsome wood byproducts. "A Teaching Unitin Physical Testing of Joints, Finishes, Adhesives, and Fasterners" describes tests of four common edge pints, finishes, wood adhesives, and wood screws Each of these units includes a bibhography, glossary, and student exercises (EM) M 55, ...k.",z<ONR; z _: , , . "'zr ss\ ss s:Ts s , s' !, , , , zs "" z' s: - 55 Ts 5. , -5, 5,5 . 5, :5,5, s s``s ss ' ,,, 4 ;.< ,s ssA 11111.116; \ ss s, : , \s, s's \ , , 's's \ sz z, ;.:4 1;y: SS lza'itVs."4,z ...':',\\Z'z.,'I,,\ "t"-...,,, `,.
    [Show full text]
  • 2011-066.Pdf
    Lowes Deck Design For Bob Print this document and take it to your local Lowe's. One of our associates will help you find the materials you need. All rights reserved copyright ©2011 DIY Technologies Deck layout diagram Top view without planks Bottom view with planks Top view with planks All rights reserved copyright ©2011 DIY Technologies Page 2 Deck Part Identification Baluster The vertical pieces of a railing spaced at regular intervals between posts. Beam A horizontal framing piece, which rests on posts and supports joists. Decking The boards used to make the walking surface of the deck Joist A horizontal frame piece that supports the decking and spreads the weight over the beams Ledger A horizontal strip that connects the deck to the house. Concrete Pier A vertical piece of concrete, used as a footing to support a post. Post A vertical framing piece, used to support a beam or a joist. Riser The board attached to the verticcal cut surface of a stair stringer. Stringer The diagonal board used to support treads and risers on a stairway. Tread The horizontal surface of a stair, perpendicular to the riser. Bottom Rail The lower horizontal piece that connects rail posts Top Rail The upper horizontal piece that connects rail posts Cap Rail The top horizontal trim on railing. Rail Post The vertical posts connected to the deck framing, to which railing is secured. All rights reserved copyright ©2011 DIY Technologies Page 3 Installation Checklist Building code and zoning requirements Check deed restrictions, building codes and/or zoning laws to make sure your deck complies.
    [Show full text]
  • Patio Cover Handout
    Community Development 16000 N. Civic Center Plaza Surprise, AZ 85374 Ph. 623-222-3000 Fax 623-222-3001 TTY: 623-222-1002 Patio Covers Patio covers are one-story, roofed or lattice structures not exceeding 12’ feet in height. Patio covers shall be used only for recreational outdoor living purposes and not as carports, garages, storage rooms, or habitable rooms. A building permit is required for all patio covers. Patio covers shall be permitted to be detached from or attached to a dwelling. Detached patio covers may require engineered design. Patio covers must be located a minimum of 5’ from the property line. Patio covers must also comply with the required zoning setbacks for the subdivision. For zoning information call 623-222-3183. If the project is located within a subdivision that has a homeowners association (HOA), it is recommended to secure architectural review prior to proceeding with the application. The City does not enforce or review provisions of the covenant, conditions, and restrictions (CC&Rs) of the HOA. Construction Specifications Footings Patio covers may require footings. Patio cover columns that carry 750 pounds or less can be placed on an approved 3.5” concrete patio slab. Patio cover columns that carry loads in excess of 750 pounds will require footings. Concrete footings must have a minimum compressive strength of 2500 psi and the minimum footing size for each post location is 12" x 12” x 6” and placed a minimum of 12" below the undisturbed ground surface. o Specify the footing size for each post location. Lumber and Connectors Commonly used lumber is Douglas Fir-Larch No.
    [Show full text]
  • I-^ UNITED STATES DEPARTMENT of AGRICULTURE FOREST SERVICE
    HOUSE i-^ UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE AGRICULTURE HANDBOOK NO.73 (,■ ^ By L. O. ANDERSON and O. C. HEYER, engineers Forest Products Laboratory • Forest Service Agriculture Handbook No. 73, February 1955 U. S. DEPARTMENT OF AGRICULTURE • WASHINGTON, D. C. For sale by the Superintendent of Documents, U. S. Government Printing Office Washington 25, D. C. - Price 65 cents (Paper cover) ACKNOWLEDGMENT THIS publication was prepared by the Forest Products Laboratory as a project under the housing research program of the Office of the Administrator, Housing and Home Finance Agency, authorÍ2;ed by Title III of the Housing Act of 1948, as-amended, through agree- ment with the Forest Products Laboratory, Forest Service. Special acknowledgment is made to W. A. Russell, structural engineer, technical staff, Housing and Home Finance Agency- The preparation of this manual was under the direct supervision of L. V. Teesdale and the overall supervision of R. F. Luxford of the Laboratory staff. Other staff members who contributed mate- rially were M. E. Dunlap, who made valuable review suggestions; F. L. Browne, author of the section on paints; the late Arthur Van Kleeck, author of the section on fire preventive measures; and C. S. Moses, author of the section on decay and termites. (II) CONTENTS Page Page Introduction 1 Wall sheathing 47 Location and excavation 1 Types of sheathing 48 Condition at site 1 Corner bracing 49 Placement of the house 2 Installation of sheathing 49 Height of foundation walls 3 Roof sheathing 53 Excavation
    [Show full text]
  • Carpentry II EN5156
    SUBCOURSE EDITION EN5156 B CARPENTRY II CARPENTRY II Subcourse EN5156 EDITION B United States Army Engineer School Fort Leonard Wood, Missouri 65473 6 Credit Hours Edition Date: November 1995 SUBCOURSE OVERVIEW Carpentry is the art or science of measuring, cutting, fitting, and assembling wood and other materials to construct buildings or other structures. Many people associate carpenters with wood and other building materials and tools. They assume carpenters build only homes and other relatively small structures. Of course, this is not true. Carpenters work not only with wood but also with metals, plastic, and other synthetic materials. The carpentry trade includes skills required to construct buildings, bridges, docks, and wharf. Work must be accomplished in a manner consistent with environmental laws and regulations There are no prerequisites for this subcourse. This subcourse reflects current doctrine when this subcourse was prepared. In your own work, always refer to the latest publications. Unless otherwise stated, the masculine gender of singular pronouns is used to refer to both men and women. TERMINAL LEARNING OBJECTIVE: The Carpentry II subcourse, (Carpentry/Masonry Specialist, Military Occupational Specialty (MOS) 51B, Skill Levels 1 and 2), will provide you with enough knowledge to construct floor systems, stairs, wall systems (including the installation of windows and door), and roof systems of wooden structures. This subcourse is presented in three lessons. At the end of these lessons, you will be able to take a set of construction drawings and construct a wood-frame building ACTION: You will describe the construction of floor, wall, stair, and roof systems and the installation of doors and windows.
    [Show full text]
  • Wood Connections That Typically Use Nails, Bolts, and Some Specialty Hardware
    CHAPTER 7 Connections 7.1 General The objectives of connection design are • to transfer loads resisted by structural members and systems to other parts of the structure to form a “continuous load path”; • to secure nonstructural components and equipment to the building; and • to fasten members in place during construction to resist temporary loads during installation (i.e., finishes, sheathing, etc.). Adequate connection of the framing members and structural systems covered in Chapters 4, 5, and 6 is a critical design and construction consideration. Regardless of the type of structure or type of material, structures are only as strong as their connections, and structural systems can behave as a unit only with proper interconnection of the components and assemblies; therefore, this chapter is dedicated to connections. A connection transfers loads from one framing member to another (i.e., a stud to a top or bottom plate) or from one assembly to another (i.e., a roof to a wall, a wall to a floor, and a floor to a foundation). Connections generally consist of two or more framing members and a mechanical connection device such as a fastener or specialty connection hardware. Adhesives are also used to supplement mechanical attachment of wall finishes or floor sheathing to wood. This chapter focuses on conventional wood connections that typically use nails, bolts, and some specialty hardware. The procedures for designing connections are based on the National Design Specification for Wood Construction (NDS) (AF&PA, 1997). The chapter also addresses relevant concrete and masonry connections in accordance with the applicable provisions of Building Code Requirements for Structural Concrete (ACI-318) and Building Code Requirements for Masonry Structures (ACI-530)(ACI, 1999a; ACI 1999b).
    [Show full text]
  • Deck Framing Connection Guide
    Deck Framing Connection Guide RECOMMENDATIONS FOR THE CONSTRUCTION OF CODE-COMPLIANT DECKS 800-999-5099 | www.strongtie.com Contents Introduction – Improperly Built Decks Can Be Dangerous. 3 Critical Deck Connections. 4 Existing Decks: Retrofit or Replace. .5 Selecting Connectors and Fasteners: Corrosion Issues. .6 Stainless-Steel Connectors and Fasteners . 7 Ledger Attachment. .8 Lateral Load Connection. .9 Footings. .10 Post Bases. .12 Beam-to-Post Connections. 13 Joists Terminating into Beam/Ledger . .14 Joists Bearing on a Beam. .15 Railing Post-to-Deck Framing . .16 Stair Stringers & Treads. 17 Fastening Deck Boards. .18 A Word About Building Codes This guide recommends connectors and fasteners for deck for details. Check with your local building department to verify construction that may meet the requirements of the 2006 what building codes have been adopted in your area. International Building Code® and the 2006 International Selection of products based upon performance and/or Residential Code®. The information contained here is a suitability for a specific application should be made by a summary of the requirements of these codes as they pertain qualified professional. Simpson Strong-Tie recommends that to the connections highlighted in this guide. The building codes contain other requirements regarding aspects of deck deck designs are approved by the local building department construction that are not addressed here, check the codes before construction begins. International Building Code and International Residential Code are registered trademarks of their respective organizations. LIMITED WARRANTY Simpson Strong-Tie Company Inc. warrants catalog products to be free from defects in and the condition of the soils involved, damage may nonetheless result to a structure material or manufacturing.
    [Show full text]
  • Nail Gun Injuries in Residential Carpentry: Lessons from Active Injury Surveillance H J Lipscomb, J M Dement, J Nolan, D Patterson, L Li
    20 ORIGINAL ARTICLE Inj Prev: first published as 10.1136/ip.9.1.20 on 1 March 2003. Downloaded from Nail gun injuries in residential carpentry: lessons from active injury surveillance H J Lipscomb, J M Dement, J Nolan, D Patterson, L Li ............................................................................................................................. Injury Prevention 2003;9:20–24 Objective: To describe circumstances surrounding injuries involving nail guns among carpenters, cal- culate injury rates, identify high risk groups and preventive measures. Methods and setting: Active injury surveillance was used to identify causes of injury among a large cohort of union residential and drywall carpenters. Injured carpenters were interviewed by experienced journeymen; enumeration of workers and hourworked were provided by the union. The combined data allowed definition of a cohort of carpenters, their hours worked, detailed information on the circumstances surrounding injuries, and identification of preventive measures from the perspectives of the injured worker and an experienced investigator. See end of article for Results: Nail guns were involved in 14% of injuries investigated. Ninety percent of these injuries were authors’ affiliations ....................... the result of the carpenter being struck, most commonly by a nail puncturing a hand or fingers. The injury rate among apprentices was 3.7 per 200 000 hours worked (95% confidence interval (CI) 2.7 Correspondence to: to 4.9) compared with a rate of 1.2 among journeymen (95% CI 0.80 to 1.7). While not always the Dr Hester J Lipscomb, sole contributing factor, a sequential trigger would have likely prevented 65% of the injuries from tools Division of Occupational and Environmental with contact trip triggers.
    [Show full text]
  • Installation Instructions PAINT GRADE STOCK WOOD COLUMNS INSTALLATION
    Stock Wood Column Installation Instructions PAINT GRADE STOCK WOOD COLUMNS INSTALLATION A. STORAGE, PAINTING and VENTILATION FOR PAINT GRADE STOCK WOOD COLUMNS • For exterior applications, ONLY use oil or alkyd exterior paint on wood columns. • For interior applications, latex paint can be used. 1. Storage of columns must be in a cool, dry and well-ventilated area. Storage on a porch or under plastic outdoors will void the warranty. CUTTING TO OVERALL LENGTH: Columns can be field trimmed or ordered from the factory trimmed to a specified length. When trim- Note: Interior applications can use latex paint. ming a wood column shaft to length, make sure to always trim from the bottom end only. A circu- 2. Before exterior installations, wood columns must be primed with a minimum of one coat of ONLY lar saw with a carbide blade can be used to make this cut. (Make sure to always wear personal pro- oil or alkyd primer followed by two coats of ONLY oil or alkyd paint. After installation, a final coat tective equipment.) It is not recommended to trim more than the bottom 1/2 of any Colonial tapered of oil or alkyd paint should be applied. Make sure to prime and paint the ends of column and no more than 1/3 on any Classical tapered column. The Classical wood columns have the wood column shaft. a true architectural taper. (The bottom 1/3 is non-tapered, the top 2/3 is tapered.) Note: Spray painting is not recommended. Paint should be applied ALTERING FLUTES: with a brush to adequately protect the column from moisture.
    [Show full text]