6623 HIGHLAND DR 2015 Plans 2022-10-28

EXCERPTS OF THE 2012 International Residential Code: Part 111 CHAPTER 6 WALL CONSTRUCTION CR�':,��,,,;,--�IVE �: ,;, ,��_r,; : . � ��oM�' c��T'�- : ; CHAPTER 6 R602.41NTERIOR LOAD-BEARING WALLS. FIREBLOCKING SHALL BE PROVIDED TO CLlT OFF ALL CONCEALED DRAFT OPENINGS(BOTH TAB LE R602.3 � WALL CONS7RUCTION i�EERIOR LOAD-BEARING WALLS SHALL BE CONSTRUCTED, FRAMED AND FIREBLOCKED AS VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, ` J ; S CIFIED FOR EXTERIOR WALLS. AND BET WEEN A TOP STORY AND THE RODF SPACE. FIREBLOCKING SHALL BE PROVIDED IN F AST E N E R SC H E D U L E F O R ST R U C T U RA L M EM B E RS Preczszon � Grace , R601.� REQUIREMENTS. WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. WALL CONSTRUCTION SHALL BE CAPABLE OFACCOMMODATING ALL LOADS IMPOSED R602.5 INTERIOR NONBEAR►NG WALLS. DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF SPACING OF FASTENERS 2508 Audubon Park DrSE ACCORDING TO SECTION R301 AND OF TRANSMITTING THE RESLILTING LOADS TO THE INTERIOR NONBEARING WALLS SHALL BE PERMIITED TO BE CONSTRUCTED WITH Sammamish, WA 98075 SUPPORTING STRLICTURAL ELEMENTS 2-INCH-BY-3-INCH(5 I MM BY 76 MM) STUDS SPACED 24 INCHES(610 MM) ON CENTER OR, FASTEN ERa b c WHEN NOT PART OF A BRACED WALL LINE, 2-INCH-BY-4-INCH(5 I MM BY 102 MM) FLAT �• IN CONCEA�ED SPACES OF STL1D WALLS AND PARTITIONS, INC�UDING Joist to sill or irder, toe nail 3-8d 2-'/z" � 0.113" RCO I. I APPLICATION. ( � FURRED SPACES AND PARALLEL ROWS OF STLIDS OR STA6GERED STUDS; �� - �� _ 206-619-3995 STLIDS SPACED AT 16 INCHES 406 MM ON CENTER. INTERIOR NONBEARING WALLS SHALL BE 1 x 6 subfloor or less to each �oist, face nail 2-8d 2/z 0.113 CAPPED WITH AT LEAST A SINGLE TOP PIATE. INTERIOR NONBEARING WALLS$HALL BE AS FOLLOWS: 2 Sta les 13/a" 2eclecuc7@gmail.com THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DESIGN AND CONSTRlICT10N OF Sk e:eclecucseven w- ALL WALLS AND PARTITIONS FOR ALL BUILDINGS. FIREBLOCKED IN ACCORDANCE WITH SECTION R602.8. 2" subfloor to 'oist or irder blind and face nail 2-16d 3�/z" ' 0.135" - � . 1.1. VERTICAL�YAT THE CEILING AND FLOOR LEVELS. Sole plate to joist or blocking, face naill 6d (3�/2" " 0.135") 16" o.c. ,.' , R602. I IDENTIFICATION. 60�.6 DRILLING AND NOTCHING-STUDS. 1.2. HORIZONTALLYAT INTERVALS NOT EXCEEDING 10 FEET Top or sole plate to stud, end nail 2-16d (3�/z" ' 0.135") - LOAD-BEARING DIMENSION LLIMBER FOR STl1DS, PLATES AND HEADERS SHALL BE IDENTIFIED Stud to sole plate, toe nail 3-8d (2'/z" " 0.113') or - � BY A GRADE MARK OF A LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN ANY STLID IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR (3048 MM). 2-16d 3�/z" ' 0.135" � � APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN LIEII OF A NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STLIDS IN �� , �� GRADE MARK,A CERTIFICATION OF INSPECTION ISSUED BYA LUMBER GRADING OR NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 2. ATALL INTER CONNECTIONS BETWEEN CONCEALED VERTICAL AND Double studs, face nail lOd 3" , 0.12811 24� o.C. O INSPECTION A�ENCY MEETING THE REQLIIREMENTS OF THIS SECTION SHALL BE ACCEPTED. PERCENT OF A SINGLE STLID WIDTH. ANY STIiD MAY BE BORED OR DRILLED, HORIZONTAL SPACES SIICH AS OCCl1R AT SOFFITS, DROP CEILINGS AND Double top plates, face nail l Od (3 0.128 ) 24 o.c. U PROVIDED THAT THE DIAMETER OF THE RESIiLTING HOLE IS NO GREATER THAN COVE CEI�INGS. Sole plate to joist or blocking at braced wall panels 3-16d (3'/2" " 0.135') 16" o.c. 40 PERCENT OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN Double top plates, minimum 24-inch offset of end joints, face 8-16d (3�/2" " 0.135") �t� R60�. I. I END-JOINTED LUMBER. 5/S INCH(15.9 MM) TO THE EDGE OF THE STLID,AND THE HOLE IS NOT 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND nail in lapped area •,� APPROVED END-JOINTED LIIMBER IDENTIFIED BYA GRADE MARK CONFORMING TO LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. SEE F►GLIRES R602.6(I) BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY Blocking between joists or rafters to top plate, toe nail 3-8d (2�/z" " 0.113") - � AND R602.6 2 . WITH SECTION R3 I 1.2.2. � �� ` SECTION R602.I MAY BE USED INTERCHANGEABLY WITH SOLID-SAWN MEMBERS OF � � Rim joist to top plate, toe nail 8d (2/z 0.113 ) 6 o.c. � � , THE SAME SPECIES AND GRADE. Top plates, laps at corners and intersections, face nail 2-lOd (32 " 0.128") - � � s �� EXCEPTIONS: 4. ATOPENINGSAROUND VENTS> PIPES, ANDDUCTSATCEILINGAND Built-up header, two pieces with '/z" spacer 16d (3'/a" " 0.135") 16" o.c. alon each edge •,� FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE R60�. 1.2 STRUCTURAL GLUED LAMINATED TIMBERS. Continued header, two pieces 16d (3'/2" ' 0.135") 16" o.c. along each edge �1 1.A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 60 PERCENT OF PASSAGE OF FLAME AND PRODIICTS OF COMBUSTION. � � GLUED LAMINATED TtMBERS SHALL BE MANLIFACTURED AND 1DENTIFIED Ceiling joists to plate, toe nail 3-8d (2'/2" ' 0.113") '� � � AS REQl11RED IN AITC A I 90.I AND ASTM D 3 73 7. �TS � �� , �� .� O " WIDTH, PROVIDED THAT SUCH STUDS LOCATED IN EXTERIOR WALLS OR 5. FOR THE FIREBLOCKIN6 OF CHIMNEYS AND FIREPLACES, SEE SECTION Continuous header to stud, toe nail 4-8d 2/z 0.113 - SECTION R602 BEARING PARTITIONS ARE DOl18LED AND THAT NOT MORE THAN TWO R I D01.I 6. Ceiling joist, laps over partitions, face nail 3-lOd (32 ' 0.128") - � ►V � SUCCESSIVE STUDS ARE BORED. Ceilin joist to parallel rafters, face nail 3-lOd (32 " 0.128") - �/ � �I WOOD WALL FRAMING 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED Rafter to plate, toe nail 2-16d (3'/z" " 0.135') - ''``j � - R602. I IDENTIFICATION. 2. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN AT THE LINE OF DWELLING UNIT SEPAR,4TION. 1" brace to each stud and plate, face nail 2-8d (2'/z" " 0.113") - O � ACCORDANCE 2 staples, 13/a" - �ti � LOAD-BEARING DIMENSION LUMBER FOR STUDS, PLATES AND HEADERS SHALL BE IDENTIFIED �� WITH THE MANUFACTURER'S RECOMMENDA710N. COZ.$. 1 MATERIALS. 1 x 6 sheathing to each bearing, face nail 2-8d (2�/2" " 0.113") • ro ` BY A GRADE MARK OF A LLIMBER GRADING OR INSPECT(ON AGENCY THAT HAS BEEN EXCEPT AS PROVIDED IN SECTION R602.S, ITEM 4, FIREBLOCKING SHALL 2 sta les �3�4�� - � � APPROVED BY AN ACCREDITATION BODY THAT COMPL.►ES WITH DOC PS 20. IN LIEII OF A ►� �f` , GRADE MARK, A CERTIFICATION OF INSPECTION ISSLIED BYA LIIMBER GRADING OR CONSIST OF 2-INCH(51 MM) NOMINAL LIIMBER, OR TWO THICKNESSES OF 1" x 8" sheathing to each bearing, face nail 2-8d (2�/2" � 0.113") �� ►� INSPECTION AGENCY MEETING THE REQLIIREMENTS OF THIS SECTION SHALL BE ACCEPTED. I-1NCH(25.4 MM) NOMINAL I.LIMBER WITH BROKEN LAP JOINTS, OR ONE sta les �3 4�� - r � � - THICKNESS OF�3/32-INCH (19.8 MM) WOOD STRIICTURAL PANELS WITH JOINTS Wider than 1" x 8" sheathing to each bearing, face nail 3-8d (2'/z" " 0.113") `� � - BACKED BY 23/32-INCH I 9.8 MM WOOD STRUCTLIRAL PANELS OR ONE 3 �� x • 602.S FIREBLOCKING REQUIRED. � � 4 sta ►es, l /a - R602. I. I END-JOINTED LUMBER. THICKNESS OF 3/4-INCH(19.I MM) PARTICLEBOARD WITH JOINTS BACKED BY Built-up corner studs lOd (32 " 0.128") 24"o.c. � � APPROVED END-JOINTED Ll1MBER IDENTIFIED BYA GRADE MARK CONFORMING TO SECTI N 3/4-INCH(19.I MM) PARTICLEBOARD, I/2-INCH(12.7 MM) GYPSUM BOARD, OR Built-up girders and beams, 2-inch lumber layers lOd (32 � 0.128") Nail each layer as follows: 32" ►� � v R602.I MAY BE USED lNTERCHANGEABLY WITH SOLID-SAWN MEMBERS OF THE SAME SPE IES i/4-INCH(6.4 MM) CEMENT-BASED MILLBOARD. BATfS OR BLANKETS OF o.c. at top and bottom and O y AND GRADE. MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN staggered. Two nails at ends and Sl1CH A MANNER AS TD BE SECURELY RETAINED IN P�ACE SHALL BE PERMITTED R602. 1.2 STRUCTURAL CLUED LAMINATED TIMBERS. FIRGURE R602.6(1) at each s lice. GLUED LAMINATED TIMBERS SHALL BE MANLIFACTLIRED AND IDENTIFIED AS NOTCHING AND BORED HOLES AS AN ACCEPTABLE FIRE BLOCK. BATTS OR BLANKE7S OF MINERAL OR GLASS �� , �� 2 lanks 2-16d 3/2 0.135 At each bearin � REQLIIRED IN AITC A I 90.I AND ASTM D 3737. FIBER OR OTHER APPROVED NON-RIGID MATERIALS SHALL BE PERMITTED FOR � � LIMI7ATIONS FOR EXTERIOR WALLS AND BEARING WALLS COMPLIANCE WI7H THE I D FOOT HORIZONTAL FIREBLOCKING W WALLS Roof rafters to ridge, valley or hip rafters: �£ �� R602.3. I STUD SIZE, HEIGHT AND SPACING. CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. toe nail 4-16d (3'/2" ' 0.135") - � � ' � THE SIZE, HEIGHTAND SPACING OF STUDS SHALL BE IN ACCORDANCE WITH LOOSE-FILL INSLILATION MATERIAL SHALL NOT BE LISED AS A F1RE BLOCK LINLESS face nail 3-16d 3�/2" ' 0.135" � TABLE R60�.3.(5). Tov v�ATES SPECIFICAL�Y TESTED IN THE FORM AND MANNER INTENDED FOR LISE TO Rafter ties to rafters, face nail 3-8d 2�/2" ' 0.113" - � ; ExCEPr►orvs: DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD THE SPREAD Collar tie to rafter, face nail, or 1'/a" ' 20 gage ridge strap 3-1 Od (32 " 0.128") - � � 1. UTILITY GRADE STUDS SHALL NOT BE SPACED MORE THAN OF FIRE AND HOT GASES. � 16 INCHES(406 MM)ON CENTER, SHALL NOT SUPPORT STu� MORE THAN A ROOF AND CEIUNG,AND SHALL NOT D�AME ER 60 PERCENT COZ.S. I. I UNFACED FIBERGLASS. (continued) � EXCEED 8 FEET(�438 MM)IN HEIGHT FOR EXTERIOR WALLS OF STUD DEPTH UNFACED FIBERGLASS BATT INSULATION LISED AS FIREBLOCKING � AND LOAD-BEARING WALLS OR 10 FEET(3048 MM)FOR SPAC W G OF FASTEN ERS INTERIOR NONLOAD-BEARING WALLS. SHALL FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO 5/S IN.MIN. TO EDGE A MINIMUM HEIGHT OF 161NCHES(406 MM)MEASIIRED DESCRIPTION OF Intermediate BUILDING MATERIALS DESCRIPTION OF FASTENERb, c, e Edges (inches)i supports�,e (inches) " �. STUDS MORE THAN 10 FEET(3048 MM)IN HEIGHT WHICH VERTICALLY. WHEN PIPING, CONDUIT OR SIMILAR , ARE IN ACCORDANCE WITH TABLE R602.3.I. s/s itv.M�rv. ro E�cE OBSTRUCTIONS ARE ENCOLINTERED, THE WSULATION SHALL BE Wood structural anels, subfloor, roof and wal I sheathin to framin , and articleboard wall sheathin to framin �k` �� 5/16"-'/2" 6d common 2" ' 0.113" nail subfloor, wall Project Site: _ > TABLE R602.3.I rvorcH MusT rvor ExcEE� PACKED TI�HTLY AROIIND THE OBSTRUCTION. � � � � 6623 Highland Drive MAXIMLIM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 �5 PERCENTOF STUD DEPTH 8d common (2�/z" � 0.1 3 1") nai l (roo f�f 6 1 2g Everett, WA 98203 mph OR LESS BOREDHOLESSHALL NOTBE 602.8. I.� FIREBLOCKING INTEGRITY. 19/32" -1" 8d common nail (2�/z" ' 0.131") 6 12g � IN SEISMIC DESIGN CATEGORIES A, 8, C and D0, DI AND D�b, c LOCATED IN 7HE SAME CROSS THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. 11/8"-1�/a" l Od common (3" " 0.148") nail or Buildin SECTION OF CUT OR NOTCH IN , „ , „ g Department: HEIGHT ON-CENTER SPACING(inches) �u� IFHOLE IS BETWEEN 40 PERCENTAND 8C1 �2�2 �.131 ) deformed nail 6 �2 �It of Everett 60PERCENTOFSTUDDEPTH, THENSTUD Other wall sheathin h y (feet� 24 �6 �2 8 MUST BE DOUBLE AND NO MORE THAN TWO � �� SUCCESSIVESTUDSAREDOUBLEDANDSO �2 structural cellulosic ��2 galvanized roofing nail 8d common 3 6 Building Code: SUPPORTING A ROOF ONLY BORED R60�.9 CRIPPLE WALLS. fiberboard sheathing (2'/z" ' 0.131") nail; staple 16 ga., 1'/z" long I.R.C. 2012 >10 2 x 4 2 x 4 2 x 4 2 x 4 ForSl; I inch=25.4 mm. ZS�32" structural cellulosic 13/a" galvanized roofing nail 8d common 3 6 NorE: corvDmorv FOR ExrER�oRnN�aEaRiNc Waus. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT SMALLER THAN THE STUDDING fiberboard sheathing (2�/2" " 0.131") nail; staple 16 ga., �3I4�� long � 12 2 x 6 2 x 4 2 x 4 2 x 4 ABOVE. WHEN EXCEEDING 4 FEET(1�19 MM) IN HEIGHT, SLICH WALLS SHALL BE FRAMED OF � „ � „ /2 gypsum sheathing d 1/2 galvanized roofing nail; 4 8 I 4 2 x 6 2 x 6 2 x 6 2 x 4 STIIDS HAVING THE SIZE REQLIIRED FOR AN ADDITIONAL STORY. � �� 5 , CRIPPLE WALLS WITH A STIID HEIGHT LESS THAN 14 INCHES(356 MM) SHALL BE SHEATHED ON 6d common (2" x 0.131") nail; staple galvanized I 6 2 x 6 2 x 6 2 x 6 2 x 4 FIRGURE R602.6. I AT LEAST ONE SIDE WITH A WOOD STRUCTURAL PANEL THAT IS FASTENED TO BOTH THE TOP 1�/z" long; 1�/a" screws, Type W or S 7� I S NA a 2 x 6 2 x 6 2 x 6 TOP PLATE FRAMING TO ACCOMMODATE PIPING AND BOTI"OM PLATES IN ACCORDANCE WITH TABLE R602.3(1), OR THE CRIPPLE WALLS SHALL 5/8" gypsum sheathingd 13/a' galvanized roofing nail; 4 8 m�� : BE CONSTRUCTED OF SOLID BLOCKING. CRIPPLE WALLS SHALL BE SUPPORTED ON 8d common (2'/z" " 0.131") nail; staple galvanized � �0 NA a NA a 2 x 6 2 x 6 CONTINUOUS FOUNDATIONS. 15/8" lon ; 15/8" screws, T e W or S � ,�; � �4 NA a NA a NA a 2 x 6 EXTERIOR OR BEARING WALL Wood structural anels, combination subfloor underla ment to framin ' SLIPPORTING ONE FLOOR AND A ROOF ONLY 3/a" and less 6d deformed (2" " 0.120") nail or 6 12 NOTCH GREATER 7HAN 50 8d common /2'/z" " 0.131" nail Project Compass >�� Z X 6 �X 4 2 X 4 2 X 4 PERCENT OF THE PLATE WIDTH \ � ►� �x 6 �x 6 2 x 6 �x 4 R602. I I. I WALL ANCHORAGE. �/"-1" 8d common (2�/z" ' 0.131") nail or 6 12 Designer: Vernon BRACED WALL LINE SILLS SHALL BE ANCHORED TO CONCRETE OR MASONRY 8d deformed (2'/z" " 0.120") nail March 24 2016 � 14 2 x 6 2 x 6 2 x 6 2 x 6 16 GAGE(054 IN.)AND I.5 IN WIDE FOLINDATIDNS!N ACCORDANCE WITH SECTIONS R403.1.6 AND R60�.I I. FOR 11/82-1'/az l Od common (3" " 0.148") nail or 6 12 ' ' ' � METAL TIE FASTENED ACROSS AND ALL BLIILD►NGS IN SEISMIC DESIGN CATEGORIES D0, D I AND D2 AND i �� - �� r� ,, I 6 NA a �x 6 2 x 6 2 x 6 TO THE PLATEATEACH SIDE Of THE 8d deformed (2/z 0.120 ) nail lient: . NOTCH WITH 8- 16d NAILS EACH SIDE TOWNHOUSES IN SEISMIC DESIGN CATEGORY C, PLATE WASHERS, A MINIMUM OF Mr� Mrs Griffin I 8 NA a 2 x 6 2 x 6 2 x 6 TOP PLA7ES 0.2291NCH BY 3 INCHES BY 3 INCHES(5.8 MM BY 76 MM BY 76 MM) IN SIZE, �0 NA a NA a 2 x 6 2 x 6 � SHALL BE INSTALLED BETWEEN THE FOUNDATION SILL PLATE AND THE NLlT. THE - - .lune 8, 20I 6 24 NA a NA a NA a 2 x 6 For SI; 1 inch=25.4 mm. P�PE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONAI.LY SLOTTED WITH A for si: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour - 0.447 m/s; 1 ksi - 6.895 mpa. Drafter: Vernon WIDTH OF UP TO 3/161NCH(5 MM) LARGER THAN THE BOLT DIAMETER AND A a. all nails are smooth-common, box or deformed shanks exce t where otherwise stated. nails used for framin and June 30, 2016 SUPPORTING TWO FLOORS AND A ROOF ONLY FIRGURE R602.6(2) SLOT LENGTH NOT TO EXCEED 13/� INCHES(44 MM), PROVIDED A STANDARD sheathin connections shall have minimum avera e bendin ield s�tren ths as shown: 80 ksi for shank diameter o 0.192 inch >10 2 x 6 2 x 6 2 x 4 2 x 4 NOTCHING AND BORED HOLES LIMITATIONS CLIT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. g g g y g Desi gn Issued (2 0 d c o m m o n n a i l), 9 0 k s i f o r s h a n k d i a m e t e r s l a r g e r t h a n 0.1 4 2 i n c h b u t n o t l a r g e r t h a n 0.1 7 7 i n c h, a n d 1 0 0 ksi for s han k 12 2 x 6 2 x 6 2 x 6 2 x 4 FOR INTERIOR NON BEARING WALLS diameters of 0.142 inch or less. June 14, 2016 14 2 x 6 2 x 6 2 x 6 2 x 6 b. staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. Bid Release a a c. nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. t' 16 NA NA 2 x 6 2 x 6 roP P�nrEs d. four-foot-b 8-foot or 4-foot-b 9-foot anels shall be a lied verticall i s NA a NA a NA a 2 x s FIRGURE R602.11.3 v- v- p pp � Y• , STEPPED FOUNDATION CONSTRUCTION e. spacing of fasteners not included in this table shall be based on table r602.3(2). Construction Issue 20 NA a NA a NA a NA a f. for regions having basic wind speed of 110 mph or greater, 8d deformed (21/22 ' 0.120) nails shall be used for attaching June 30, 2016 24 NA a NA a NA a NA a BORED HOLE MAX. STUD WHERE FOOTING SECTIION ��A° plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls, if � DIAMETER 60 PERCENT IS MORE THAN8 FT.PROVIDED mean roof height is more than 25 feet, up to 35 feet maximum. Revision - I - oF S7u��EPrH METAL TIE 16 GA. BY 1.5 BY For SI: I inch = 25.4 mm, I foot = 304.8 mm, I pound per square foot = 0.0479 kPa, SPLICE 4 FT. MIN., EACH SIDE OF THE g. for regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to 1 pound per square inch = 6.895 kPa, I mile per hour = 0.447 m/s. 2x SI�� sPucE�w/s �6d con�n�torv tv,ai�s. gable end wall framing shall be spaced 6 inches on center. when basic wind speed is greater than 100 mph, nails for attaching a. Design required. 5/8 IN.MIN. TO EDGE PLATE 2 FT. anel roof sheathin to intermediate su orts shall be s aced 6 inches on center for minimum 48-inch distance from rid es, Project Number � MIN. 2-2x PLATE p g pP p g b. Applicability of this table assumes the following: Snow load not exceeding 25 psf, fb � � eaves and gable end walls; and 4 inches on center to gable end wall framing. 2 0 21 6 not less than 1310 psi determined by multiplying the AF�PA NDS tabular base design value 5/81N.MIN.TO EDGE CONCRETE h. sum sheathin shall conform to astm c 79 and shall be installed in accordance with a 253. fiberboard sheathin STEPPED gYP g g g by the repetitive use factor, and by the size factor for all species except southern pine, E not NOTCH MUST NOT EXCEED FOOTING shal I conform to astm c 208. All tt;ghrs Reserved. �> less than I.6 � I 06 psi, tributary dimensions for floors and roofs not exceeding 6 feet, 40 PERCENT OF STLID DEPTH 2x CRIPPLE All contencs wirhin rhis sheer is P g BOREDHOLESSHALLNOTBE i. spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required �e5�1e , maximum s an for floors and roof not exceedin 12 feet, eaves not over 2 feet in dimension STUD WALL properry of Creadve and exterior sheathing. Where the conditions are not within these parameters, design is LOCATED IN THE SAME CROSS blocking and at all floor perimeters only. spacing of fasteners on roof sheathing panel edges applies to panel edges supported Comfort.Reproduction by any re uired. SECTION OF CUTOR NOTCH IN b framin members and re uired blockin . blockin of roof or floor sheathin anel ed es er endicular to the framin means either ;�Wh�ie or;n Part � STUD „ „ members need not be rov ded exce t as e uired b other rovisions of this ode. floog epmeter shall be su orted b re��rcr ar��e comf�rtion by c. Utility, standard, stud and No. 3 grade lumber of any species are not permitted. F0071NG SECTION A P P q Y P p pp Y � framing members or solid blocking - For SI; ��n =Zs.4 mm. Sheet Number For SI; 1 inch = 25.4 mm. NOTE:WHERE FOOTING SECTION "A"IS LESS THAN 8 FEET LONG 1N 25 FEET TOTAL LENG7H WALL, PROVIDE BRACING AT CRIPPLE STUD WALL. �- . / , l� �:;