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III II <br />At <br />1 1 I I _H R(33.) <br />/ - L J 1----L------J I <br />- -----� <br />3'-103/4" 3-9" 3'-2" 5'-5" 2'-11/24,_0-61/16" 4'-0"------------3PH IrI------rr,11 I---�/_� Exam 2 I I <br />2PH m m 0 I I \ II Oil <br />II III 1 / LL6'-8"x 1'-3"�L,, III 1 cJtOFa 6 2PH 10'-0" CLG. 1 II , <br />Sick Rm. III II <br />9'-0"x 5'-8" I I ��_ <br />10'-0" CLG. I Patient Bath I - <br />0 0 3'-2 I/2" -3 II/I6" 19'-8 I/I6" -3 II/16" 3'-2 I/I 3'-0" 8'-1 II/16" I I - I I 11 I I F = _ _ _�----------------- <br />---------------- <br />L I I <br />8 0 3PH 3PH N11 <br />M- -----------JExam Rrn. #1 BH Visiting Paces Fa Il UJaltln �, ---------------14'- 0"x 9'-0" i; 8'-I II/I6" , 1 I I I T10'-0"x9'-0"= 8'-0"x 9'-0" 8'-0"x 9'-0" - I0'-0" GLG. wa I t I ng ,fired __ I I Pod. <br />I I I I � _ _ - - II I <br />10'-0" CLG. 10'-0" GLG. N I I 14'-10"x 9'-0" `� I Odd• uJor�Cup I I I L--====�I I I <br />GLG. I I 10'-0 CLG. I L - - - III I I <br />cr m m New orn 11 S'-0 x 8'-, Exam l II I <br />10'-5" Q' 8'-5" 8'-5" 15'-4 I/4" I 1 0 33'-10 1/2" .9 ,'-0"x 6'-0" --- 10' 0" CLG. I I I I I 8-8"x �'-5" <br />born', <br />10'-0" GLG. I <br />I I 1 1 I I 8'-8"x V-1" I I- � I I I <br />10'-0" GLG. I II I' I----r---� I I <br />0 I I 0 I I I I I L J I I F--=-7 I I I I <br />0 3PH I I 3PH 1 1 I I I I I I 1' ,, 11 <br />O _- ____ ____ L _ I I I I I I I J I I <br />L-�k-------------�---- ---- PN ______ _ ________ ___ _ ____ ____ _ _____ _ <br />----------------------------------------- -- -- --- --- - --- - -- --- -- - ------ ----------- --- -- --- 1L--- - ---- -- - LL - - - - - - ----1 _ A_ L_ L __ 1- I _-=7 <br />--------- - -- -- <br />5'-1 1/2" 5'-9" - I ■ ■ v 5'-5 I/2" 5'-4" 5'-5 1/2" I ■ ■ I 5'-1 I/2" 45'-4" <br />L_J ■ � <br />L_J <br />,q� I6" CMU COLUMN I6" GMU COLUMN <br />1.9'-2 1/2" LI'-4" L II'-4 1/2" Ll'-4" L28'-4 I/4" L * J Ib'-3" L 4 J 1/2" <br />- J <br />50'-II <br />2406.3 Hazardous locations. <br />The following shall be considered specific hazardous locations <br />requiring safety glazing materials: <br />I. Glazing in swinging doors except jalousies (see Section 2406.3.1). <br />2. Glazing in Fixed and sliding panels of sliding door assemblies and <br />panels in sliding and bifold closet door assemblies. <br />3. Glazing in storm doors. <br />4. Glazing in unframed swinging doors. <br />5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, <br />steam rooms, bathtubs and showers. Glazing in any portion of a building <br />wall enclosing these compartments where the bottom exposed edge of <br />the glazing is less than ro0 inches (1524 mm) above a standing surface. <br />6. Glazing in an individual Fixed or operable panel adjacent to a <br />door where the nearest exposed edge of the glazing is within a <br />24-inch (610 mm) arc or either vertical edge of the door In a closed <br />position and where the bottom exposed edge of the glazing is less <br />than 60 inches (1524 mm) above the walking surface. <br />Exceptions: <br />1. Panels where there is an intervening wall or other permanent <br />barrier between the door and glazing. <br />2. Where access through the door is to a closet or storage area <br />3 feet (S14 mm) or less in depth. Glazing in this application shall comply <br />with Section 2406.3, Item 1. <br />3. Glazing in walls perpendicular to the plane of the door in a <br />closed position, other than the wall towards which the door swings when <br />opened, in one- and <br />two -Family dwellings or within dwelling units in Group R-2. <br />1. Glazing in an individual fixed or operable panel, other than in <br />those locations described in preceding Items 5 and 6, which meets all <br />of the Following conditions: <br />I.I. Exposed area of an individual pane greater than 9 square feet <br />(0.84 m2)± <br />1.2. Exposed bottom edge less than 18 inches (451 mm) above the <br />Floor <br />1.3. Exposed top edge greater than 36 inches (S14 mm) above the <br />f loor t and <br />1.4. One or more walking surface(s) within 36 inches (S14 mm) horizontally <br />of the plane of the glazing. <br />Exception: Safety glazing For Item 1 is not required For the following <br />installations: <br />1. A protective bar I? inches (38 mm) or more in height, capable of <br />withstanding a horizontal load of 50 pounds pif C130 N/m) without <br />contacting the glass, is installed on the accessible sides of the glazing <br />34 inches to 38 inches (864 mm to 965 mm) above the Floor. <br />2. The outboard pane in insulating glass units or multiple glazing <br />where the bottom exposed edge of the glass Is 25 Feet C1620 mm) or <br />more above any grade, roof, walking surface or other horizontal or <br />sloped (within 45 degrees of horizontal) (0.18 rad) surface adjacent <br />to the glass exterior. <br />0 2' 4' <br />8. Glazing in guards and railings, including structural baluster panels <br />and nonstructural in -fill panels, regardless of area or height above a <br />walking surface. <br />9. Glazing in walls and Fences enclosing indoor and outdoor swimming <br />pools, hot tubs and spas where all of the following conditions are <br />present- <br />S.I. The bottom edge of the glazing on the pool or spa side is less <br />than (oO inches (1524 mm) above a walking surface on the pool or spa <br />side of the glazingt <br />and <br />9.2. The glazing is within 60 inches (1524 mm) horizontally of the water's <br />edge of a swimming pool or spa. <br />10. Glazing adjacent to stairways, landings and ramps within 36 inches <br />(914 mm) horizontally of a walking surfacet when the exposed surface of <br />the glass is less than 60 inches (1524 mm) above the plane of the <br />adjacent walking surface. <br />11, Glazing adjacent to stairways within 60 inches (1524 mm) <br />horizontally of the bottom tread of a stairway in any direction when the <br />exposed surface of the glass is less than 60 inches (1524 mm) above <br />the nose of the tread. <br />Exception: Safety glazing For item 10 or II is not required For the <br />Following installations where: <br />I. The side of a stairway, landing or ramp which has a guardrail or <br />handrail, including balusters or in -fill panels, complying with the <br />provisions of Sections 1012 and 1601.1± and <br />2. The plane of the glass is greater than 18 inches (451 mm) from the <br />railing. <br />2406.3.1 Exceptions: The following products, materials and uses shall not <br />be considered specific hazardous locations: <br />1. Openings in doors through which a 3-inch (16 mm) sphere is unable <br />to pass. <br />2. Decorative glass in Section 2406.3, Item I, 6 or 1. <br />3. Glazing materials used as curved glazed panels in revolving <br />doors. <br />4. Commercial refrigerated cabinet glazed doors. <br />5. Glass -block panels complying with Section 2101.2.5. <br />6. Louvered windows and Jalousies complying with the requirements <br />of Section 2403.5. <br />1. Mirrors and other glass panels mounted or hung on a surface that <br />provides a continuous backing support. <br />2406.4 Fire department access panels. <br />Fire department glass access panels shall be of tempered glass. For <br />insulating glass units, all panes shall be tempered glass <br />N <br />__ <br />F L O O R <br />PLAN <br />DOOR - ROUGH OPENiNcs CHART <br />FRAME OPENING <br />TYPE OF OPENING <br />(Rough Opening) <br />HORIZONTAL <br />I VERTICAL <br />HI I <br />FIRE -HUNG(PH) <br />GALL SIZE +2" <br />82" <br />DOUBLE DOOR <br />CALL SIZE +2" <br />82" <br />SIDE LIGHT <br />CALL SiZE <br />52" <br />Q <br />CASED: (Pre -hung) <br />BI-FOLD <br />CALL SIZE +2" <br />81" <br />U <br />B I PASS <br />W <br />POCKET DOOR <br />DOUBLE CALL <br />8311 <br />SIZE +2" <br />} <br />ASONRY OPENINGS <br />CALL SIZE +4" <br />82" <br />FOR DOORS <br />WRAP:(Gyp. lod.) <br />CALL <br />- - _ <br />BI-FOLD <br />SIZE +1-1/4" <br />81-1/2" <br />- <br />BI-PASS <br />RECESS AT SGD <br />SLIDING GLASS DR. <br />CALL SIZE <br />8011 <br />POCKET <br />CALL SIZE -I" <br />80" <br />(pocket) <br />CALL SiZE +I" <br />WINDOWS 0) <br />• ALL MANUF. <br />VARY, SEE <br />WINDOW CHARTS <br />PROVIDED <br />*NOTE: THE ABOVE DOOR CHART FITS MOST DOOR MANUFACTURERS DOORS <br />HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS / DOCUMENTATION <br />PROVIDED WITH SPECIFIC DOOR MANUFACTURER. <br />UNiT <br />*1 - <br />A.G. <br />SPACE: <br />UNIT <br />#2 <br />- A.C. <br />SPACE: <br />UNiT <br />#3 <br />- A.C. <br />SPACE: <br />TOTAL - A.C. SPACE: <br />COV. ENTRY'5: <br />TOTAL: <br />LEGEND <br />1450 5F <br />1450 SF <br />2 9OO SF <br />5a00 5F <br />114 5F <br />5S14 5F <br />DOOR SIZE FEET (HGT. (o'-8" <br />UNLESS NOTED OTHERWISE) <br />DOOR SIZE INCHES <br />0 <br />PH <br />PRE -HUNG (PH) or WRAP (W) <br />or POCKET (PKT) <br />WINDOW SIZE <br />34 SH <br />Q FRAME WALL <br />r - - - EXISTING WALL <br />J <br />• TiE MAX BOLTS a 6'-0" O.C. t <br />12" FROM ANY COMER <br />PRAM INCH NOTES: <br />ALL INTERIOR DIMENSIONS ARE GIVEN TO <br />THE INDICATED CENTER OF THE STUD UNLESS <br />NOTED OTHERWISE. <br />ALL EXTERIOR DIMENSIONS ARE GIVEN TO <br />THE FACE OF THE STUD OR FACE OF BLOCK <br />(AS APPROPRIATE) WHICH LINES WITH THE <br />FOUNDATION BELOW. <br />ALL WOOD IN CONTACT WITH CONCRETE OR <br />MASONRY SHALL BE PRESSURE TREATED OR <br />APPROVED CEDAR, OR HAVE 15 LB. FELT <br />BARRIER. <br />SEE SHEETS - 51, 82 AND ADDITIONAL "S" 5HEET5 <br />FOR ADDITIONAL STRUCTURAL DETAILS / NOTES <br />SECTION R602 <br />WOOD WALL FRAMING <br />R602.1 Identification. <br />Load -bearing dimension lumber for studs, <br />plates and headers shall be identified by a <br />grade mark of a lumber grading or inspection <br />agency that has been approved by an <br />accreditation body that complies with DOC <br />PS 20. In lieu of a grade mark, a certification <br />Of inspection issued by a lumber grading or <br />inspection agency meeting the requirements of <br />this section shall be accepted. <br />R602.1.1 End- jointed lumber. <br />Approved end -,jointed lumber identified by a <br />grade mark conforming to Section R602.1 may <br />be used interchangeably with solid -sawn <br />members OF the same species and grade. <br />R602.1.2 Structural glued laminated timbers. <br />Glued laminated timbers shall be manufactured <br />and identified as required in AITC A190.1 and <br />ASTM D 3131. <br />Ro02.2 Grade. <br />Studs shall be a minimum No. 3, standard or <br />stud grade lumber. <br />Exception: Bearing studs not supporting <br />Floors and nonbearing studs may be utility <br />grade lumber, provided the studs are spaced <br />in accordance with Table R602.3(5). <br />U <br />c <br />Q.. <br />0 <br />0 <br />L <br />C� <br />c <br />rn <br />.N <br />0 <br />0 <br />G <br />0 <br />V) <br />L <br />c <br />L <br />0 <br />U <br />OD <br />O <br />O <br />04 <br />0 <br />L LJ <br />Q <br />U) <br />Z <br />O <br />V) <br />W <br />IX <br />406 <br />00 <br />m <br />E <br />0) U a <br />co <br />3 <br />cn 8 N r �' <br />mE <br />N U v <br />Wa <br />a = m 3 a <br />f- � <br />N 0. <br />2 S <br />m 6 <br />Q <br />J <br />W <br />Z <br />Q <br />CID <br />M N <br />t..► M N <br />I I <br />CV N <br />ko <br />M �. <br />A <br />A <br />�wE� <br />W4­4cad <br />WA�I> <br />cl) RP <br />qW") <br />WAoW <br />Q44�Q <br />a I c4`4q� <br />V <br />w <br />C�2 <br />C\2 Q <br />w A <br />w <br />Q� <br />U <br />t� <br />S <br />J <br />0 N <br />Z Z <br />W o U <br />W I <br />ff <br />Z O <br />0 A <br />ILL <br />W = <br />V L <br />Q) <br />nQ� <br />0_ <br />PROJECT NO. <br />2 005 - 08 <br />DWG N0. <br />2 B <br />