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HomeMy WebLinkAbout332 Pine St plan003FASTEI`tirR SCHEWLE FOR STRUCTURA:.. MEMBERS NUMBFR AND TYPE OF ' z5CP='ION Ci} �.� <'',_ _,.' °`S FASTENER a,6,c St' t;ING AND LOCATION_ , ROOF - 4-8d 30X (2- ;/2 X 0- ; BLOCKING BETWEEN J0'57 OR RAF•IERS TO TOF E-_ATE � 3-8d COMMON (2-1/2" X 0.131") OR � TQE Pl y.. 3- : 0d BOX (3" x 0. ; 28") OR + -FOCI BOX -(2i/2" X 01.1 3"} OR 3-8d COMMON (2_--1 /2" - X 0.131 ") OR PER JC31ST, TOE NAIL ;rE1L Ni; JOISTS x0 TOP t':.ATI 3-10d BOX (3""X C3.128") OK 13-3"X 0.=31" NAI_S "mLfNG ,10'.STS Npc0T AT rACi•i'_' �7 TO r rcAiLEL RAFTER, LADS OVER 4-1 Od BOX (3" X 0.128') OR - PART111"NiS t S; S1=CTt S R802.3,1, R802.3.?_ AND �A£:_E �6d ,�.COi'llMO E3-�1 /2' X .:,' 62"j V� FA Nri4lt.: �. -3"x R802,5.1(9)) • • __ _ _--_----..,�....__ _--_ _ _ ..__ .__._.... .._...,._....._........ ._ 4TrJ.1;51'NAILS _ - . _.. ._ ...._._.._ ..�..� ' F CEIUj%G joisTS ATTACt-FO TO PARALL'E' RAF IER. (-u.E .;(DIN;) FALL MAIL - rSEE SECTfONS R802`.3.1. R8€�2.3<2 AND TABLE R8G2.5,1(S)) TABLE R#302.5.��9). I! (;(iLJ AR TIE TO RAF ER. FACE NAtll pR 1--1 /4 X 20 GAGE RIDGE 4-1 Od BOX (3 X 0.125'') OR � FACE. NAIL FAH RAFTER 5 ! STRAP TO RAFTER 13-10d COMMON (3 x 0.: 4$') OR 4-3"X C 131 " NAII-13, 3-16d BOX NAILS (3-1/2" X 0.`35; 1JR 2 CIE NAILS ON ONE 3--5Ora COMMON PAILS (_" X 0 148') OR S.DE A`�D ? TOw NAIL �J' 6 RAEICR OR ilDk T.fit- TO PLATE4-1CId1X (3p X (1.1?8"} OR CPrOSITE SIDE OF EACH 4-3)}y Id. 134 ' 3-•-1A'I _ RAgER OR TRUSS' `r2" x 0.135") OR . 3- 3 V COMMON (Y" X {;.1 �6' O : � ',, 'C . N;A'L 1 4-100 BOX (3" x 0. ' 2F") OR 4--3"X 0,131" NAPS 1 ROOF RAF! TO RIDGE, _T"' OR t-I'.' RAFTERS OR ROOF _ _ - RAF'tER TO NONIMUM 2' RIDGE BEAms ! 3-160 80X (3-1 j 2" X 0- T35"j Qt1 2-16d COMMON! (3-1/2- .X 0.162") OR � END NAIL WALL - -- F 16d COMMON (3-1/2' k 0. _ 52m 24" O.C. FACE NAIL 8 STUD TO STUD (NOT ail SRA:.ElD WALL PANEL-S) � 10d 9OX (,3X 0.128) OR � 16- O.C, FACE MAIL 3"X 0.131 " NAILS &T 1N ERat~CT1NG 16d BOX (?i•--1 /2" X ii_ 135") OR 9 2" O.C. FACE 14AIL }}} STUD TO STUD AND ,�,8 TrING STUDS `` WALL � 3"X 0.131" NAILS CORNERS (AT BR ACEC 'NA-- ?ANELS) " � r`. t. - 16d COMMON 13-1 /2'° X 0,162") 16 w. ....__.._....,._..__ . FACE NAI• ._. 'tad C: IAAFA^tti ti3 ] /2" x C.1 S2) 16' ^,C. EACH EDGE FACE MAIL 10 BUILT" -UP HEADER (2" -0 2" HWER W f 1j" SPACER) -- - i - - 12" L7-L . EACH E�Gr I hd 3CY 0-1/2' x 0 35 ' i FACE NAIL ----. 5--8d BOX (12-1/2" X 0.1' 3"; OR 11 ONTINUOUS HEA0rR I"D STUT) 4--ad COMMON (2-1 /2" X 0. ; 31 "� OR TOE FAIL 4--10d BOX (3" X 0.128") _ -___� .�-_ _•_._ .. - - - .._ .__._,._._- --- ----- - _ ___ .._.__ __ ^"' 16d GtirMf,1GI4 (3-1; 2" x ;:1 62") ' 6" 0.4. FAG.£ ^LAIC I t P �' T ^ '(',rP PLATS 12 '0 LA E ,. B^X ;;" X C.1218") CR .2' ;.C. FACE NAlt_ 3"X C;.131T NAILS ri i X r ' 62 OR t;€�JB, E -lop PLA? E SPI-:CE ;:'OR SDCs A--1 , Wr-'. -! SE'Skkc ' d 2" X 0.135"' OR FACE N-N� ONN EACH SIDE t12-•-16.. rail 3- *X s I BRACED WALL LINE SPAONG < 25' � ? 2-1{I i 1-OX �3" X C,128") OR Or ENO .JOINT (WNtMUM 13 ° 12-3'iX 0.'- 31 t' NAILS 24" LAB SP JCE LI=NGT- - EACH SIDE OF END .014T DOU91-c" TOP PLACE SPICE FOR SUCS Do . R . '� AND - BRACED WALL uNE SPAONG <25' 1 Cd COMMON (3-1/2" X 0.162") 16" O.C. FACE 'SAIL i 8070M PLATE TO 4IS', R:M JO:S 3 , BAND jO:ST OR BLOCKiNIGJ- (NOT 14 AT BRACED WALL PANELS) 16d 13OX {3--1/2" X 0.135') OR 12' Q.C. FACE NAIL ! : 3"X 0.:31" NAILS . - -• • - - - -----.-_-._ .. _ ��"- ] 6d 8Cx (3-1/2" X 3 tA. 16" O,C, FACE NAIL I itBC�Q�ti pLATr Tt', JO!sf, HIV jO!ST, BAND JOIST OR BLOCKING 2-' 6c GCM!uIONJ (3-1 f 2"- X 0.162") CF ! 2 EA. t b" O.^. FAC* NAIL B ACED Lrr�a.i_ !%A�;E�3; : 4 3"x C11.4 N;,a LS 4 E�,_ 16" G.C. FACE hJA4- I 13-15d 6r;X (3- 1/2' X 0.135A1 OR TOE NAIL 4-8d COMMON (2-1/2- X fl_ t 31 "} OR 4-1Ot BOX S3" X 4.i2a ) CR 4-3'X fl 131' NAILS 16 TOP OF BOTTOM PLATE TO SJUD��5;;) �� 3---16o BOX (3! 1 /2" X k. 12-16d C1omMON (3-1/'r2" X 0.162") OR END NAIL. ! 3--1Od BOX (3' X D.128"1 Oi ! 3--3'X 0. 31" NAILS 1-1 �" x 0. ? 62 ") OR 1-,'SCE NAIL 2-16d CJMmON3 �� ` 17 # Top PLATES. LAPS AT CORNERS AND JN;TE€SFC;TIONS � ( - 3--3"X 0.131 " NAILS ._3-8a 8L?X (2--1/2" x 0.113")�C1R -�----- • - . f 511JG r. n P 7E . 2--8d C{ 1AMONi (2-1/2" X 0 . 3'. ") OR � FACE MAIL ? 1' BRACE O . �AGH ��' 50 BOX (3" x 0.'28") OR ` - - -- - - _ -- - 2 STAPLES.1-.3/4- -- - 3--8d BOX (2--1/2" X t3.11.3, OR 2-$o COMMON (2--1 /?" .X 0.131 ") OR FACE '+rAtL -19 "?C6" SHEAT�4 NG rC} EACH REAR NG 2-10d BOX (3" X 0.128) OR 2 STAPL,ES,. 1" CROWN. 16 (A. I-X" LONG � _ �.._...... 3-8d BOX (2-1/2' X 0-=13"f OR 3--8d COMMON (2-1/2" X 0-131"1 (A 3-'0d BOX (3' X G."28'; OR 3 S} Ar•-tJx J.A. 1 Y*" LONG 20 1"X$" AND W1BER SHEATHING TO EACH fiFARItdQ-- - -___ FACE NAIL INIDJT&4AN!2- �1 "XS"/y t�yy 4 - 8 d -30i !2-l/2' x 0- °?"j OR 3--8d COMMON {2 - , /?. " X C.131 ") OR 3-10d BOX 13" x 0. .3 ti 14 STAPLES. I" CROWN, 16 GA. 1•Y4" LOW; (. TRUC"'. RAL ,F IGN GRIT RIA FASTENER SCHEDULE FOR STRUCTURAL MEMBERS -CONTINUED 1,0 QESIGN CRlT RIA: t TLiE FCL:.O'VVtNG OUTLINES MIN -.MUM PERFORMANCE STANDARDS FOR TL4E PROJECT NUMBER AND- TYPE OF AND THE BASIS UPON WHICH SHOP DRAWINGS (IF ANY) WILL BE REVIEWED, ITEM [DESCRIPTION 0--BU1IDING ..'EMENTC � _-_ - -- --__. FASTENER +�.brc SPACING AND I-OCAMON tf' 1,1 TYP..AL ALTERNATE STANDARDS (FOR RE.QU,REMEN''e NOT t1TF{>`R`*;.1= FLOOR INDICATED IN THIS SPECIFICATION OR RELATED DRAWINGS): APPLfCABLk -dc+ BOX (2�'•/2" x 10.113") ORBU.L.I)I%-%'3 CODE (INCLUDING INID JS 7RY STANDARDS REFERENCED TmE'RE-1i-J) OR SILL, 3-8cf CflMl }Nb(2--1/2" X t7.131"I OR TOE NAIL PRODUCT MANUFACTURER'S RECOMMENDED STANDARD, i+miCHEVER IS THE MORE. 21 JOIST TC Tt7P PLATE OR BIRDER 3-10d BOX (3 X 0,128') OR STRINGENT FOR A PARTICULAR ITEM OR CONDITION. 3-39X 4.131" NAILS 1.Z �EWIA 543 DEFsNITtONiS, VIND BORNE DEBRIS REGIONS W;THIN I f IIJ OF _._ --�-•--.___• COASTAL MEAN HIGH WATER LINE. LOCATION th1tTHlty i MILE OF CC7ASTAl MEAN 8d SOX (2-1/2" X 0.113") 4" O.TOE NAIL HifiN WATER LINE. PRGViDE IA ACT RESISTANT rXT>=MOR WINDOWS AND DOORS. - RIM JOIST, BAND .JWT OR BLOCKING 10 SILL OR TOP PLATE. I 110d Bd COMMON (2-1/2" X 0.1311 OR 22 (ROOF A`� LICAT`ION�S ALSO) BOX (3" X 0.128") OR I 6' C.C. TOE' NA L 2_0 I}EAp LQADS: � 2,1 STRUCTURAL SHEATHING: 3"X 0.131" NAILS 2.1.1 FLOORS: 3/4" MIN. THICK, T & G, CDX PLY, - OX ',2-1/2' X 0.113 OR 3 fid E3 � � • 1 " FAIN:. EXTERIOR PLYWOOD ?_.i,2 r=XTERtOr� WAL__S. f2 23 . »X6„ StJ1 FLI�UR OR LESS TO EACH JOkS' 12-8d CC)�AMQN„(2-1 /2' X Q, i 31 ") OR 3-106 13OX (3 X c0.1281 OR , FAt:IR NAIL 2.1.3 ROOFS' 5/8" MIN. EXTERIOR PLYWOOD 2.2 FINISHES. (THE-I-C}LLC}W1NG REPRESENTS STRtJCTt1RAL [3E5�"CN: ^RI'•'E1?IA,, NOT - 2 STAPLES, 1" CRvW1�, :fs GA. 1'Y�'' p - --- 1_aN1G -�- ------ ---- - FINISH SPECIFICATIONS) , 3-16d BOX (3 -1%2 X 0.135-) OR BUI�[? AND FACE k�iAtL 2,2.": I L }OR F'NkSHES AT ENTR'.LS, BA7-IR00MS AND KITCHEN AREAS 24 µ „ 2 SJBFLCIOR TO JOIST OR GIRDER : 2-16a COMMON (3_:1 /2 X 0.162 ) -- _ ASSUME THIN -SET CERAMIC T,LE OVER : /2" CEMENT FIBER BOARD , UNDERLAYMI=NT, 25 " PLANKS (PLANK & EAM - FLOOR & ROOP Z L ( B ) " S-" 6d BOX (3--1/2" X�0135") Off 2-16o COMMON (3--112 X 0.162) '; A k~ACH SEARING, • FACE NAIL �r F . 3 " 2,Z.2 FLOOR FINISHES AT �.=��R 1�A$,THB�E AREAS: ASSUME ��4 - ---16d - HARDWOOD FLOORS. COMMON (3-1/2" X 0.162") OR 2.2.3 WALL FINISHES: ASSUME CERAMIC TILE VViTH 1/2" CEMENT Ft)�f:_R 26 BAND OR RIM JOIST TO JOIST 4- fld BOX (3" x D.1 $") OR 4-„ X 0.131 NAILS NAIL BOARD BACKER AT TUB AND SHOWERS* 1/2" BLUEBOARD AND PLASTFI' ALL 4-3"X14GA. STAPLES, CR, -- OTHER Lt3CAT1L�NS, 2,2.4 CEILING FINISHES, ASSUME 1,/2" BLUt�OARD AND P,-AS I ER NAIL EACH LAYER: AS 2.2,5 ROOF FINISHES: ASSUME HEAVY DLITrARGHITECTURAL 'GRAD! ,,. . " 20c COMMON (4' x 0.:92) OR r-4LLcws 32" O.C. AT TOP AND 80TTOM AND ASPHAL` SHINGLES_ STAGGERED 2.3 MAXIMUM DEAD LOAD OF 10 P.S.F. 1C1ci BOX (3" X t?.128M) OR 24' {3.C. FACE MAIL AT,t3_fNOT USF1) 27 BUILT-1 P GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 1 3. 3`X 0-13:" NAILS TA BOTTOM STAGGEERR ED ON UPPOS:TE S !0 ALDWA15LE CIEh LLC 1If?N: SIDES ____.___. . --- 4.1 FLOOR/CEILING ASSEMBLIES (INCLUDING SUPPORTING CREAMS) - (NC1TE: D____.• 'AN2-20d 'AIIt�DQWS AND DOORS -ASSUME N3At'_. NG TARS AT .IAMBS AND HEADS, WITH COMMON (4" x 0.192") OR FACE NAIL AT ENM MANUF. RECOMMENDED HEAD CLEARANCES OF APPROXIMATELY 1/2") 3-10d BOX (3" X 0.128") OR AND AT EACH SPLICE 4-1.1 LIVE LOAD DEFLECTION: L/48C UP TO 1/2" MAX. 3- 3'X 0.131" NAILS - -- - 2 AL AD fl _ LEE iON: 2 TOMAX. 4. � . TOTAL LOAD I-F -' T L� �o UP �/�" M A 16d BOX (3-1/2" X 0.135") "OR 3--16d COMMON (3-1/2" K 0.162") OR � AT EACH JOIST OR 5�TERj1ALSx. 28 LEDGER STRIP -SUPPORTING JIDISTS OR RAFtERS i 4-10d BOX (3" x Q,128") OR " RAFTER. FACE NAIL 5,1 FRAMING lJIMENSICN (_UMBER LOAD BEARING DIMENtSION LUMSER FCR i ' S S, STUDS, PLATES, RAFTEIjS, 4--3"X 0, = 3 t NAILS 2-1Dd (3" X 0,12B') EACH END, TOE HEADERS, BEAMS AND GIRDERS ETC. SNAIL CONFORM TO 2015 CRC, Atli TO STANDARDS OR GRADING RULES AND SHALL BE SO 29 BRIDGING TO MIST _NAIL OTHER APPLICABLE IDENTIFIED BY A GRADE MARK ORCERT;F"aCATE OF INSPECTION iSSJEC F3y AN F'ASZEtr`ER SCHEDULE FOR STRUCTURAL MEMBERS- CONTINUED AGENCY. THE GRADE MARK OR CERTIFICATE SHALL. PR7v}\4Dt ADEQUATE INFORMATION! TO D:,,tRMINiE Fb, 'I'HE`-A:.t0WA8LE STRESS ►N BENDING, ADEQUATE AND E, THE MODULUS OF ELASTICITY. SPACING {; FASTENERS 5.1.1 ALL QWA8LE JOIST SWANS: THE CLCAR SPAN OF FLOOR JOISTS SHALL EDGES INTERMEDIATE NOT EXCEED THE VALUES SET FORTH IN TABLES 2015 IRC R502.3.1(1) & (!HOLIES) h (INCHES) SUPPORTS ce I254Z.3,1(2). ITEM ' lDCSCRIPPON OF 8UILDIN C, MATERIALS DESCRIPTION OF FASTENER e � I (INCHES) 5.1_2 ALLOWABLE SPANS; THE UNSUPPORTED SPANS FOR GELLING JOISTS WOOO STRUCTURAL PANELS, S` BF1,00R..ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND NOT EXC=£D SHE VALUES SET # FORTH IN -TABLES 2015 IRC R804.3.1(1), PAP.�`tCLEF3QARL7 WAi.k_ SHEATI-IIIvG TO FRAMING (see TABLE R602.3(3) FOR WOOL) STRUCTURAL PANEL EXTERIORWALL SHEATHING TO WALL FRAMING} F2804.3.1(2) R$C14.3.1(3), R804.3,1(4), R804,3.I(5), RSCt4,3,1(6), R8{}.I_ 1(7), R804.3,148).. THE UNSUPPORTED SPANS FOR RAFTERS SHALL NOT EXC.I;EQ THE VALUES SET FORTH IN TABLES 2009 IRC R8013A(1), R802.3.1(2) R841.3.1(3), - " 6D CQMiON (2" X 0,113") NAIL (SUBFL_DOR, WALL)' Tv 12 f R802.3,1(4). R802.3,1(5), R802.3.1;6), R802.3.1(7), R802..3.1(B). 3i1 3/8 -1 /2 1 8D COMMON (2••-1 /2" X 0.13 ; ') NAIL (ROOF), 6 31 1 g/3 g" * ,. 813 C£DMM4N (2 - , /2" X 0.131 ") _._.T 12 # - -- - '•"-. 5.1.3 P�.�fVlOOO SHEATHING: AND WOOD STRUCTURAL PANELS USED I +fit 10[3 COMMON (3" X Q.148") NAIL 32 1-1 / / SD (2--/a " X C.. 31a) DEFORMED NAIL 12 STRUCTURAL PURPOSES SHALL CONFORM TO 2015 IRC TABLE R602.3( :a. ALL ~ PANELS SHALL BE IDENIRFlED BY A GRADE MARK OR CE.R ViCATE OF Ir,SPEC110N +DTL LER WALL SHEATHING g ISSUED BY AN APPROVED AGE'dCV- 1/2" S7RUCTURAL CELLULOSIC 33FIBER804140 SHEATHING -- : rl//2" GALVANIZED ROOFING NA1';., 7/16" HEAD DNAM. OR 1" /4"_ RQW+� STAPLE '16GA., 1-1 /4" LUNG 5,1.3a WHERE USED AS SUBFLOORING OR COMBINATION SUBFLOOR UNiC}-R!AYMENT, WOOD STRUCTURAL PANELS SHALL BE OF ONE OF THL- GRADES fi,5�-32V STL�(ICTEaRAL CELLULOSIC _.1 1-3/4" a,v 1ZEA ROOFING NAIL, 7/16" CROWN tlR-1"SPECIFIED 3 6 IN 2009, IRC TABLE R503,2.1(1). WHEN SANiDED PLYWOOD t`f- iJSED AS A CCME"NAPON SUBFLOQR UNDERL.AYMENZ, THE -GRADE: SMALL BE AS ,PECIFIED 34BERBQARI SHEA�#IING CKG+WN.STAPtF 16GA.. 1-3 �" L[ivG / IN 2009 IRC TABLE R503.2.1(2). dT 1-1/2' GALVANIZED ROOFING ML; STAPLE GALVANIZED, -i''At 7� 7 35 ? /2" GYPSUM SHEATHING 1-1/2- LONG,; 1-r1 /A" SCREWS. PE OR S 5.2 ENGINEERED WOOD -_-- - - -�----�-- ----�- - ROOFING NAIL; STAPLE GALVANIZED, 1-5/8" ALL BEAMS, HEADERS AND GIRDERS SPECIFIED ON THE PLANS AS LVL BEAMS, SHALL BE AS MANUFACTURED 9Y TRUS 1-3/4' GALVANIZED � i (BUILT-UP) LEI BEAMS; COMPOSITE (BiOR ) 36 5/80 GYPSUM SIHEATriING z; 1-5 S" SCREWS. TYPE W OR S LCI`�.,, / 1TIE •, BEARING .itD.ST MACMIr_LAtV OR APPROVED EQUAL. ALL SPANS, 'LOAD CA�'AL S . 40 }~. WOOD STRUCTURAL PANELS COMBINATION SUBFL OCR UNDERLAYMENT TO FRAMING " CONIDI-RQNS AND F+ASTENfNG SCHEDULES SHALL BE AS REQUIRED BY THE r MANUFACTURER. �, 6D DEFORMED (2s X"0.120") NAIL OR 37 3/, AND LESS LSD COMMON (2--1/2 X 0.131) N,AtL _ 6 12 O I TAI ATI J �TAIVDARDS PROVIDE CONTINUOUS LOAD PAP BETWEEN f©0'INGS. FDi;NIDA;9CN WALLS, _ 80 COMMON (2-1/2" X 0.131") NAIL OR. FLOORS. STUDS AND ROOF FRAMING, _ 8D DEFORM Lo (2-1/2" X 0120") MAIL B 12 6,1 I=RAMING SYSTEM: WESTERN PLATFORM - _ 6.2 WOOD POSTS AND JACKS SUPPORTING WOOD FRAMING 1 OD COMMON (3' X 0.148") �1A.;„ OR 12 &2,1 WITHIN 2 X.4 WALL FRAMING: � X 4 MIN 39 i--1/8." 1-1/4" 8A DEFORMED (2-1/2" X G.12tJ.,) N�+tl 6 6_2.2 WtTHIN 2 K 6 WALL FRAMING: - 4 X 6, OR 6 X 6 (REFER TO PLANS) 6.2.3 ALL WOOD POSTS SHALL BE CONNECTED TQ THE WOOD FRAMING AT TOP WITH METAL POST CAP A.C. OR A.L.E. BY SIMPSON. NOTE:6.3 COLiJI;+lNIS (BASEMENT OR EXTERIOR LOCATIONS): 3 1/2" !:ALLY CQl.UMNS 1 ALL NAILS ARE SMOO H-�CClMMC3N, BOX OR DEFORMED SHANKS EXCEPT WHERE (?TMC:RWISI< STATED. 6,1, BASE PLATES: SPRINGPELJ BEARING PLATES VUELDE0 TO COLUMN, 2 FOR ADDITION INFORMATtONi AND FOOTNOTES REFERENCE 2015 IRC TABLE R602.3(; ) 6.3.2 CAPS (CONNECTING COLUMNS TO WOOD FRAMING):-SRRINGFIEt D SEARING PLATE'S OR SIMPSON "CC" TYRE COLUMN CAPS 6.4 ANCHORS, CONNECTORS AND HANGERS ' ftESl()ENiTAt BUILDING Di~SIixN CRI ERlA NOTES: ' 6.4.1 SIzIw. CQNF'b�,JRATtQN. L4CAT!C?N AND QUANTI i:FS TO MEET WINO, _ - - - - EARTHQUAKE AND GRAVITY LOADS. IWERNATION:AL RESIDENTIAL CODE 2015 AND 780 C'!MR MASSACHUSE17TS STATE BUILDING CODE AMENDMENTS TO THE ° 6.4.2 JOIST HANGERS: TOP FLANGE TYPE (UNLESS NOT: i EASIESLt) 'HALL i3E INTERNATIONAL RESIDENTIAL CODE 2015 91h EDITION (ONE AND TWO FAMILY DWELLINGS) USED AT ALL CONNECTIONS AS REQUIRED. - HANGERS SHALL BE 18 Grp. MIN. NOTE:NTH ALL HOLES FILLED WITH REQUIRED FASTENERS. IT IS THE INTENT TO PROVIDE A CONTINUOUS LOAD PATH, THE INTERCONNECTION OF ALL FRAMING qE IMENTS 1S CRITICAL~ 6.5 WALL FRAMING ALL EXTERIOR WALLS 514AL_L BE 2x4 OR 2x6 (AS tHDICATED TO A WIND-sRF:SISTiVE BUILDING. A CONTINUOUS LOAD PATH O NTERCtDa` NECTED FRAMING ELEMENTS FROM FOOTINGS AND ON PLANS) FOUNDATION WALLS TO FLOORS, WALLS, AND ROOFFRAMING SHALL BE PROVIDED. 6,5,1 EXTERIOR WALL SHEATHING SHALE. BE FASTENED "TH..(SEE SCHL MULE & ' DETAILS) GIINTERIOR SUPPORTS, UNLESS OTHERWISE NOTED ON PLANE, (U.O.N.} 6.5.2 2x4• '.NTERIOR STUD BEARING WALLS. SHALL BE 2 X 4 STUDS AT 16' O.C. WITH BLOCKING AT -MID HEIGHT FOR WALLS OVER 9 FEET HIGH, AtICD METAL . X--BRACING (SIMPSON STRONG TIE TYPE WB) U_O_N- fi.6 FLOOR AND CEILING FRAMING (.1N1L=SS HINTED OTHERWISE ON ATTACHED . DRAWINGS): DIMENSION, LUMBER. 6.6.1 PROVIDE DOUBLE i0iSTS BEI�tATH ALL E3EARlNG �'AR'�TIC}iVS AND AT ALL ROUGH C?PENINrM 6.6.2 PROVIDE SOLID BLOCKING BETVdEEN JCXSTS AT BEARING WALLS ttUNN1NG PERPENDICULAR TO 'HALL_ AND BETWEEN JO.STS TO EITHER SIDE OF P/=RTITIONS RUNNING PARALLEL TO FRAMING. _ 6,6,3 PROVIDE SOLID BRiDGIN1G AT 8 FT MAX_ O.C. 6,6.4 PLYWOOD SU$FLOOR SHALL BE GLUED AND NAILED WITH 8D NAILS AT i lD" ac. TO INTERMEDIA?E SUPPORTS AND SD_ NAILS AT 6" O.C. Tfl IaJ,,NiE I Ei)GE SUPPORTS. _. 6.7 RAFTERS (UNLESS NOTED OTHERWISE ONATTACHED DRAWINGS): rtlMLTiSION L'i MBER,