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BUILDING PERMIT DATE/TIME 04/15/99 14:21 TYPE Resident, addition/alteration OCCUPANCY R-3 CONST TYPE V-N UGB~ SITE~ FD 12. PERMIT NO 99-01328 STATUS ISSUED ISSUED 04/15/1999 TO EXPIRE 10/12/1999 PAGE 2 inches. [Sec, 409.2] BP. This structure uses Brace Wall Panels (BP) to meet the code requirement for lateral wall bracing. Insure that all BP's are located as indicated on the plans, WATER DISPERSAL, When dwellings have a controlled method of water disposal from roofs, all roof drainage shall be collected and discharged to the ground surface at least 5 feet from the foundation walls, or to an approved drainage system. [Sec. 801,3. 801,4] Approved drywells must be located at least lO feet from the building. REFER TO ENGINEER DRAWING SK-4 WHERE DIGGING NEXT TO EXISTIN DO NOT UNDERMINE EXISTING FOOTING. STABILIl~F OF BANK IS RESPONSItITY OF CONTPJ~CTOR. THE GLU-LAM BEAM OF 5,125 X 22,5 DID NOT WORK FOR THE PROPOSED LOADS, PER PHONE CONVERSATION WITH RON THE USE OF A 5.5 X 30 24F V4 GLU-LAM WILL BE USED, ALL RAFTERS SHALL BE FASTENED WITH A MINIMUM OF 4-16D'S TOE NAILED AT RIDGE AND 2-16D'S TO PLATE. ALL BLOCKING SHOWEN ON PLANS SHALL BE USED SAFETY GLAZING / AT DOOR. The following shall be considered specific hazardous locations for the purposes of glazing: Glazing, in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24 inch arc of the door in a closed position and whose bottom edge is less than 60 inches above the floor or walking surface, Exception: Safety glazing is not required when there is an intervening wall or other permanent barrier between the door and the glazing. THE USE OF STEEL DECKING REQUIRES PUDDLE WELDS AND BU~ON PUNCHING PER ENGINEERING AND MANUFACTURE, ENGINEERING CALLS FOR BUI¥ON PUNCH SIDE LAPS PER MANUFACTURE PUDDLE WELDS PER EACH 26" SHEET SHALL BE: TRANSVERSE (4) 1/2"DIAMETER PERIMETER (7) 1/2" DIAMETER PARALLEL 1/2" AT 12" ON CENTER BACK FILLING, Back filling adjacent to the walls shall not be placed until the wall has sufficient strength and has been anchored to the floor or has been sufficiently braced to prevent damage by the back filling, EXCEPTION: Such bracing is not required for walls having less than 3 feet of unbalcanced back fill, (SEC. 404.1,2,1) THE GAP~AGE shall be separated from the dwelling and its attic area by means of 1/2 inch gypsum board applied to the garage side of the wall. Where the separation is a floor- ceiling assembly, the structure supporting the separation shall be protected by 1/2 inch gypsum board or equivalent, The door between the garage and residence shall be equipped with solid wood doors not less than 1 3/8 inches in thick- ness or 20-minute fire-rated, or equivalent. [Sec. 309,1, 209.2] GLAZING REQUIREMENTS. All habitalbe rooms shall be pro- vided with aggregate glazing area of not less than 10 per- cent of the floor area of such rooms. One-half of the required area of glaing shall be openable. When openable glazing is not required by Section 310, the glazed areas need not be openable when an approved mechanical ventilation system and artificial lighting is provided, [Sec. 303,1] A MINIMUM OF 48 SQ. FT. OF GLAZING REQUIRED, LANDING / EXTERIOR DOOR, A minimum 3 foot x 3 foot landing shall be required on each side of an egress door. The floor or landing shall not be more than 1 and 1/2 inches lower than the top of the threshold. Exception: The landing at the exterior doorway shall not be more than 8 1/4 inches below the top of the threshold, [Sec. 312.1] EXTERIOR JOINTS around windows and door frames, between wall cavities and window or door frames, between wall and foundation, between wall and roof. between wall panels, at penetrations or utility services through walls, floors and roofs and all other openings in the exterior envelope shall be sealed in a manner approved by the Building Official. (E401,8.2] 12, 14, 15, 16. 17, 18. 19. 20. 22,