Laserfiche WebLink
` '" - - <br /> Plan Check No. 58910 <br /> June 4, 1498 <br /> Page 2 of 4 <br /> 11. Note on plans: "Skylights ro conform with UBC Section 2409.2". Specify glazing rype on <br /> plans. Also note curb height. <br /> 12. Provide section and details of interior stairway specific to th;s structure showing: <br /> a. Maximum rise of 8" (203mm) and a minimum n:n (tread) of 9" (229mm) varying not <br /> morc than 3i8" (9.Smm). <br /> b. Minimurn width of 36". (914mm) <br /> c. Minimum headroom of 6' 8" (2032mm). (1006.2) <br /> d. Framing (stringer size, bracing connections, footings). <br /> e. Enciosed usable space under stairway req�ires one-hour construc[ion on enclosed side <br /> (5/8" rype "X" Gyp board with framing at 1G" O.C. (406mm) max.). (1006.12) <br /> 13. Provide 36" (915mm) high protective guard rail for decks, porches, balconies, raised floors, <br /> (more than 30" (762nun) abovc grade of floor below) and open side(s) of stair landings. <br /> Guard rail opening between balusters/rails shall be less dtan 4" (102mm). (509.1UBC) <br /> 14. Provide detail of attic ventilation type, size, and location. Show the required net area <br /> calculations assuming approximately 75% of the vent area is net area unless the actual net <br /> area is given from the manufacturer. The required ventilation area ratio is 1/150 of the attic <br /> area or 1/300 of attic area if at least half of the vent area is more than 3' above eave vents <br /> (providing the remaining portion of the vent arca). Opening to have 1/4" (6.4mm) <br /> corrosion, resistant metal mesh covering. (1505.3) Vented blocking shall not compromise <br /> the structural integriry of shear transfer, roof diaphragm ro shear wall. <br /> 15. The following are required for attached garage/carport: <br /> a. Specify makeup of one-hour fire resistive construction on the garage side for walls, <br /> ceilings, post, and beams of garage adjacent to or supponing the dwelling. (�02.4 and <br /> T3-B) <br /> b. Self-closing, solid wood., tight-fitting, 1-3/8" thick door at openings to dwelling. <br /> (302.4) <br /> 16. Show blocking at ends of rafters and trusses at exterior walls, and at supports of floor joist. <br /> 17. Call out anchor bolt size and sPacing on foundation plan or details (1806.6) Show both <br /> typical wall and shear wall condition. <br /> 18. If required by structural calculation, show size, location and embedment length of hold down <br /> anchors on foundation plan. (2312-1) Note on plan that hold down hardware must be <br /> i secured in place prior to foundation inspection. <br /> 19. Specify on the plans the tested U-values of the windows, skyliahts and doors. 502 <br /> a .1.5, 1006 <br /> 20. Show insulation in all elements between the heated and unheated space. <br /> 21. Show at least one inch of vent space above the ceiling insulation �vith cross ventilation. <br /> 502.1.4.� <br /> I <br />