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Home My WebLink About1974-09-11 2122 E HIGHLANDS ST1 \ 0 44818 Fee ........ ............................. M..... -•••-.... ---_... Receipt No. --------- ----- - ----- BUILDING PERMIT CITY OF BREMERTON BUILDING DEPARTMENT / F. E. IRISH, Building Inspector Essex 3.1411, Ext. 36 Owner's Value J Bldg. Dept. Value I DESCRIPTION: Address on Job ------........ Date - Building X ------- --_. and . ---- stories --- basement. Lot X Front Yard ---- Rear Yard Side Yard Garage OCCUPANCY PERMIT REQUIRED BEFORE OCCUPYING BUILDING Zone Owner . Address -------------- Phone --- Contractor ----- Address ------ Phone This permit is issued for. ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- - ------------------------------------------------------------------------------ --------- ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- All work to conform to all applicable building ordinances and amendments. Please note the following special instructions and requirements. DETACH HERE AND POST THIS SECTION ON JOB INSPECTION —Reinforcing steel must be inspected after placing and before covering. FORMS shall be inspected and approved before pouring. All plumbing, wiring and the frame of all buildings must be inspected and approved before covering. Wood preservative to be used on all wood against masonry. Ventilate foundation and attic. Sepa rate permits required for plumbing, wiring and heating. See City Engineer before working on streets or sidewalks. ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- - ------------------------------------------------------------------ -------------------- ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- - ------------------------------------------------------------------------------------------------------------------------------------ ----------------------------------------- ---------------------------------------------------------------------------------------- --------------------------------------------- ------------------------------------------- ------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- - --------------------------------------------------------- ------------------------------ ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------- ---------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- - -------------------------------------------- ------------------------------------------- ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------- -------- ------------------------------- --------------------------- -------------------- Owner's Signature----- ------ ------ By ........ --------- Hit Alahorized Agent uao�� Building Inspector ---------------------------------------------------------------------------------------- t Page 11 x AMATERIALS.r.YI "; sport No. 241 MINIMUM CROWN WIDTH LEG LENGTH STAPLE 0. D. WIRE GAUGE 0. D. SPACES (in Inches) N0. (In Inches) DESCRIPTION OF COVERING MTERIALS2 (in Inches) TYPE OF RECEIVING MEMBERS 16-Flat %-Inch Gypsum Lath ( All Types) 5 zE; Notched or z s 16 Serrated %-Inch Gypsum Lath Panels and Wallboard 7 7/z-Inch Gypsum Lath ( All Types) 4 16-Flat Notched or la/8 1/2-Inch Gypsum Lath Panels and Wallboard 7 Approved Nonload-bearing Nail - Serrated able Studs and Channels De- s /8-Inch Gypsum Lath Panels and Wallboard 6 signed for Receiving Notched or 16-Flat Metal Lath, Welded or Woven Wire Lath Serrated Staples, Ring Shank o 3x Notched or s /8 Furred or: Non with with or without 6 Nails or Screws Serrated Paperbacking, and Masonry Veneer Wire Mesh is 16 Flat Notched or V8 Gun Lath, Stucco -Rite and Aqua K-Lath 6 Serrated Heavy Duty 3/4 16 11/8 %-Inch Gypsum Lath, Panels and Wallboard 5 3/4 14 11/8 %/ ,Inch Gypsum Lath, Panels and Wallboard 8 3/4 16 11/4 :1/2-Inch Gypsum Lath, Panels and Wallboard 5 3/4 14 11/4 1/2-Inch Gypsum Lath, Panels and Wallboard S Approved Load and I4onload- 74 16 1 % %-Inch Gypsum Lath, Panels and Wallboard 5 bearing Nailable Studs"Only" Designed for Receiving Round 3/4 14 1 % %-Inch Gypsum Lath, Panels and Wallboard S Wire Staples or Conventional Metal Lath, and Welded or Woven Wire Nails Lath and Masonry Veneer Wire Mesh 3/4 14 11/4 Gun Lath, Stucco -Rite and Aqua K-Lath 6 Heavy Duty Furred, Non -furred, with or without Paperbacking 3/4 1 16 1 1 % I %finch High Rib Metal Lath 6 'Staples manufactured from round, semiround or flat wire. SStaples for the attachment of exterior lath are to be galvanized. TYING FASTENER SIZE WIRE GAUGE FASTENER SPAC I N G (in Inches) N0. ATTACHMENT MATERIAL RECEIVING MEMBER (In Inches) s a /8 x /4 x % 14 3.4 Expanded Metal Lath, Stucco -Rite, and Lath (K-Lath) Aqua K-Lath Gun Heavy 1/4 -Inch Diameter Pencil Rod Welded Wire 6 Duty Studs 1 3 3/4 x 1 /4 x /4 14 Welded Wire Fabric Lath, Stucco -Rite, and (K-Lath, etc.) Aqua K-Lath Gun Heavy Double 74-Inch Diameter Pencil Rod Welded 6 Duty Wire Studs Welded Wire Fabric (K-Lath, etc.) Gun 3/4-Inch Channel Iron 1 �8 x 1/z x 13/8 13 Lath, Stucco -Rite, and Aqua K-Lath Heavy %-Inch Flanged Pressed Steel ( Prefab) 6 Duty Studs