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DOOR SCHEDULE, OUT SWING DOORS DOOR DISCRPTION FRAME ROUGH OPENING BLOCK ROUGH 2868 34" x 80 7/8" 37" x 82 3/8" 3068 38" x 80 7/8" 41" x 82 3/8" 3068 w/ SINGLE 1068 LIGHT 51 1/2' x 80 7/8" 54 1/2" x 82 3/8" 3068 w/ DOUBLE 1068 LIGHT 65" x 80 7/8" 68" x 82 3/8" 6068 75" x 80 7/8" 78" x 82 3/8" 2880 34" x 96 7/8" 37" x 98 1/2" 3080 38" x 96 7/8" 41" x 98 1/2" 3080 w/ SINGLE 1080 LIGHT 51 1/2" x 96 7/8" 54 1/2' x 98 1/2" 3080 w/ DOUBLE 1080 LIGHTS 65" x 96 7/8" 68" x 98 1/2" 6080 75" x 96 7/8" 78" x 98 1/2" 6080 w/ DOUBLE 1080 LIGHTS 102 1/4" x 96 7/8" 105 1/4" x 98 1/2" 6080 w/ DOUBLE 3080 LIGHTS 150 1/4" x 96 7/8" 153 1/4' x 98 1/2" 6080 w/ DOUBLE 2880 LIGHTS 142 1/4" x 96 7/8" 145 1/4' x 98 1/2" 6080 w/ DOUBLE 1280 LIGHTS 69" x 96 7/8" 72" x 98 1/2" *NOTE: THE ABOVE DOOR CHART FITS MOST DOOR MANUFACTURERS DOORS HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS / DOCUMENTATION PROVIDED WITH SPECIFIC DOOR MANUFACTURER F====T}=== =�� _�-fF====_�--- i LPF4 - 1I II � II II II - III III � N III III � III III � III III II II MASONRY O MASONRY TO FRAME CO N. FRAME CONN. II II I�------------- ---------------------- 1------- — -- f — — — — — — — — J L T — T — T r — — — — — — — — — — — F r — — — — — — I I I I I I I I I I I I 1` 1a star I I I I I I Bedroom I I I I I I I I I I I I 13'-01, X 19'-1" j I I I I I I _ L— _, J I I j j �� I I I I 8'-0" CLG. HGT. 1 1 I I I I I I I WH 1 1 I I ■I I I rF—� I 1� II I I I Illi�li 1 ��/ I � � I 1■I II II 1 I I II �11(� j F_ I I I I I II III I I I I I IE 11 N LI I I I L J I — ■I I 1 L---I r--- I I I I I /� r---1 I �\ ■ / I F—_---1 1 x I I i L— J I / L---1 I --� ii �� ii �� I �---------L— L------------- L---------- L-----------------� L----- v v --- I I------ I L________________ I I L----------------- I MI I II I I oil II II 11 III II I 11 II I I I r—TS—� III II I I II � I I I I I I I I 1 11 11111 I I I I II II 11 I I I I II ILL_ I■I 1,,,1 11 11 11 � I 1 I■I I I I I II // I I I I I I I I I I I 1 L------ J� �L-1L—u--- _____ _____ J I 1 ■ -- ■------ I I ■ ----- _-- ---- ---- ■ --------J _____ — I I I I I I I I I I I I �N, I I ■, i-f r_ L------ —_ —_-- — ---- -- J ■J--------------------- ---- -- ____ --- ---------J WINDOW ROUGH OPENING CHART WINDOW BLOCK CONSTRUCTION (1/2" FLANC-tE) FRAME CONSTRUCTION (1/2" FLANCzE) CODE WIDTH HEIGHT WIDTH HEIGHT 12 SH 19 7/8'" x 26" 19 1/4" x 26 1/4' 13 SH 1 19 7/8'" x 38 3/8- 19 1/4" x 38 5 8' 14 SH 19 7/8'" x 50 5/8' 19 1/4' x 50 7/8' 15 SH 19 7/8— x 63" 19 1/4" x 63 1/4' 16 SH 19 7/8"" x 76 3 4" 19 1/4- x 76 3 4" H32 SH 27 1/4' x 26' 26 5/8" x 26 1/4' H33 SH 27 1/4' x 38 1/4' 26 5/8" x 38 5/8' H34 SH 27 1/4' x 50 5 8' 26 5/8" x 50 7 8' H35 SH 27 1/4' x 63" 26 5/8" x 63 1 4' H36 SH 1 27 1/4' x 76 3 4' 26 5/8' x 76 3 4' 22 SH 37 3 4" x 26" 37 1 8" x 26 1 4' 23 SH 37 3 4" x 38 1/4' 37 1 8" x 38 5/8' 24 SH 37 3 4' x 50 5/8' 37 1 8" x 50 7/8' 2WE SH 37 3 4" x 56" 37 1/8 . x 56 1/4' 25 SH 37 3 4" x 63" 37 1 8" x 63 1/4" 26 SH 37 3 4' x 76 3 4' 37 1 8" x 76 3 4' 32 SH 53 7/8' x 26" 53 1/4" x 26 1/4' 33 SH 53 7/8' x 38 1/4- 53 1/4- x 38 5/8' 34 SH 53 7/8" x 50 5/8' 53 1/4" x 50 7/8' 3WE SH 53 7/8" x 56" 53 1/4" x 56 1/4" 35 SH 53 7/8" x 63" 53 1/4" x 63 1/4' 36 SH 53 7/8" x 76 3 4' 53 1 4' x 76 3/4- (2) 22 SH's 74 3 4" x 26' CHECK WITH MANUF. (2) 32 SH's 107' x 26' CHECK WITH MANUF. 2 23 SH's 74 3 4' x 38 1/4- CHECK WITH MANUF. (2) 33 SH's 107" x 38 1/4' CHECK WITH MANUF. (2) 24 SH's 74 3 4' x 50 5/8' CHECK WITH MANUF. (2) 34 SH's 107" x 50 5/8' CHECK WITH MANUF. 2 25 SH' s 74 3 4" x 63" CHECK WITH MANUF. (2) 35 SH's 107" x 63" CHECK WITH MANUF. *NOTE: THE ABOVE WINDOW CHART FITS MOST WINDOW MANUFACTURERS WNDOWS HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS / DOC -ETITATION PROVIDED WITH SPECIFIC WINDOW MANUFACTUIRER LECsEND DOOR SIZE FEET (HGT. V-8" UNLESS NOTED OTHERWISE) DOOR SIZE INCHES PH PRE -HUNG (PH) or WRAP (W) or POCKET (FKT) WINDOW SIZE 3� SH 0 FRAME WALL • TIE MAX BOLTS 9 6'-O" O.C. 4 12" FROM ANY CORNER EXISTING EX. LIVING : 124ro SF EX. FRONT f ORGN. (0 (0 SF EX. TOTAL: 1312 SF NEW TOTAL EX. LIVING : 1201 SF NEW LIVING 312 SF NEW / EX. LIVING : 1513 SF EX. FRONT PORCH: (o(o SF NEW TOTAL: 15i9 SF %OJ I II II III III III III III III III III II II II II % III— — ----------I --------- L -- —--—----- --- —_— — T T T� �r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L—�=� J I I I I � ♦ 1 1 I I I I WH 1 1 I I I I I■ � I. liii � 1 i II`JI(� i r --- I HE 11 IJL, 1 I 1 I IJ I _ PB 4114 I I U- L— — --I r--- \ I I �` F---I I �\ I I // I I I I �mai I r—_---1 1 L---I I ----� iiii �� I■ --------------- L--- L---------- C — — — — — — — — — — , L — — — — — — — — — — — — — — — — —7 L — — — — — v v _ 1 L------ L------------ — --� 1 I vrr cur �T /� I I ---------- — I I I II r 1 ■I I I I I I I I I III I I Ilf llll ii ii i �1 i1111 ul lii� II II II 111 I i i i i ii �- i■I LI II II II /� 1 '■ I I I 1 1 a /i I I i ii ii ii � 1 I I I I I I I I I I I 11 L---- , I — — — — — — — — — — I 1 1 I I I I I FLL I I L ■, I------J I 52 LEGEND r---� EXISTING WALL OR ITEM L—_—J EXISTING WALL OR ITEM TO BE REMOVED FRAMINCs NOTES: ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED CENTER OF THE STUD UNLESS NOTED OTHERWISE. ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE STUD OR FACE OF BLOCK (AS APPROPRIATE) WHICH LINES WITH THE FOUNDATION BELOW. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR APPROVED CEDAR, OR HAVE 15 LB. FELT BARRIER. SEE SHEETS - S1, S2 AND ADDITIONAL "S" SHEETS FOR ADDITIONAL STRUCTURAL DETAILS / NOTES R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED FORLOAD-SUPPORTING PURPOSES SHALL CONFORM TO THE APPLICABLE PRO -VISIONS OF THIS SECTION. R602. 1. 1 SAWN LUMBER_ SAWN LUMBER SHALL BE IDENTIFIEDBY A GRADE MARK OF AN ACCREDITED LUMBER GRADING ORINSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY ANACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN LIEUOF A GRADE MARK, A CERTIFICATION OF INSPECTION ISSUED BY ALUMBER GRADING OR INSPECTION AGENCY MEETING THE REQUIRE-MENTS OF THIS SECTION SHALL BE ACCEPTED. R602. 1. 2 END -JOINTED LUMBER. APPROVED END-JOINTEDLUMBER IDENTIFIED BY A GRADE MARK CONFORMING TO SECT ONR602.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITHSOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. END -JOINTED LUMBER USED IN AN ASSEMBLY REQUIRED ELSEWHERE INTHIS CODE TO HAVE A FIRE -RESISTANCE RATING SHALL HAVE THE DES-IGNATION "HEAT RESISTANT ADHESIVE" OR "HRA" INCLUDED INITS GRADE MARK. R602.1.3 STRUCTURAL GLUED -LAMINATED TIMBERS. GLUED -LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED ASREQUIRED IN ANSI/AITC A190.1 AND ASTM D3737. R602.1.4 STRUCTURAL LOG MEMBERS. STRUCTURAL LOG MEM-BERS SHALL COMPLY WITH THE PROVISIONS OF ICC 400. R602. 1. 5 STRUCTURAL COMPOSITE LUMBER. STRUCTURALCAPACITIES FOR STRUCTURAL COMPOSITE LUMBER SHALL BE ESTAB-LISHED AND MONITORED IN ACCORDANCE WITH ASTM D5456. R602.1.6 CROSS -LAMINATED TIMBER. CROSS -LAMINATED TIM-BER SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED BYANSI/APA PRG 320. R602.1.7 ENGINEERED WOOD RIM BOARD. ENGINEERED WOODRIM BOARDS SHALL CONFORM TO ANSI/APA PRR 410 OR SHALLBE EVALUATED IN ACCORDANCE WITH ASTM D7672. STRUCTURALCAPACITIES SHALL BE IN ACCORDANCE WITH EITHER ANSI/APAPRR 410 OR ESTABLISHED IN ACCORDANCE WITH ASTM D7672.RIM BOARDS CONFORMING TO ANSI/APA PRR 410 SHALL BEMARKED IN ACCORDANCE WITH THAT STANDARD. R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED FORLOAD-SUPPORTING PURPOSES SHALL CONFORM TO THE APPLICABLE PRO -VISIONS OF THIS SECTION. R602.1.8 WOOD STRUCTURAL PANELS. WOOD STRUCTURAL PANELSHEATHING SHALL CONFORM TO DOC PS 1, DOC PS 2 OR, WHENMANUFACTURED IN CANADA, CSA 0437 OR CSA 0325. PANELSSHALL BE IDENTIFIED FOR GRADE, BOND CLASSIFICATION, AND PER-FORMANCE CATEGORY BY A GRADE MARK OR CERTIFICATE OFINSPECTION ISSUED BY AN APPROVED AGENCY. R602.1.9 PARTICLEBOARD. PARTICLEBOARD SHALL CONFORM TOANSI A208.1. PARTICLEBOARD SHALL BE IDENTIFIED BY THEGRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY ANAPPROVED AGENCY. R602.1.10 FIBERBOARD. FIBERBOARD SHALL CONFORM TOASTM C208. FIBERBOARD SHEATHING, WHERE USED STRUCTUR-ALLY, SHALL BE IDENTIFIED BY AN APPROVED AGENCY AS CON -FORMING TO ASTM C208. R602.2 GRADE. STUDS SHALL BE A MINIMUM NO. 3, STANDARD ORSTUD GRADE LUMBER. EXCEPTION: BEARING STUDS NOT SUPPORTING FLOORS AND NON -BEARING STUDS SHALL BE PERMITTED TO BE UTILITY GRADE LUMBER,PROVIDED THE STUDS ARE SPACED IN ACCORDANCE WITH TABLER602. 3( 5) R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF WOOD -FRAME CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED INACCORDANCE WITH THE PROVISIONS OF THIS CHAPTER AND F I GURESR602. 3(1) AND R602. 3(2) , OR IN ACCORDANCE WITH AWC NDS.COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCEWITH TABLES R602.3(1) THROUGH R602.3(4). WALL SHEATHINGSHALL BE FASTENED DIRECTLY TO FRAMING MEMBERS AND, WHEREPLACED ON THE EXTERIOR SIDE OF AN EXTERIOR WALL, SHALL BE CAPA-BLE OF RESISTING THE WIND PRESSURES LISTED IN TABLE R301. 2( 2) ADJUSTED FOR HEIGHT AND EXPOSURE USING TABLE R301.2(3) ANDSHALL CONFORM TO THE REQUIREMENTS OF TABLE R602.3(3). WALLSHEATHING USED ONLY FOR EXTERIOR WALL COVERING PURPOSES SHALLCOMPLY WITH SECTION R703. STUDS SHALL BE CONTINUOUS FROM SUPPORT AT THE SOLE PLATE TO ASUPPORT AT THE TOP PLATE TO RESIST LOADS PERPENDICULAR TO THEWALL. THE SUPPORT SHALL BE A FOUNDATION OR FLOOR, CEILING ORROOF DIAPHRAGM OR SHALL BE DESIGNED IN ACCORDANCE WITHACCEPTED ENGINEERING PRACTICE. EXCEPTION: JACK STUDS, TRIMMER STUDS AND CRIPPLE STUDS ATOPENINGS IN WALLS THAT COMPLY WITH TABLES R602.7(1) ANDR602. 7(2) .