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HomeMy WebLinkAboutCDP 2022-0071; EWING ADU; Administrative DeterminationENGINEER: 1 , - FASTEl\11,JG SC-1EDULE (CBC TABL::: 23:J49.1) C O f ,1 tv1 C 1,J OR BOX ~lAILsl 21. JACK RAFTER TO HIP 3-10d COMl,10r, \ 4-3"xc .• 31" fiAILS TOENAIL ½ s" ----. ----. :::i::: R lv1 ITTE C UNL:::ss ,,JQTEJ. STA.PLES SHALL HAVE ,A lv1 11\11 tvl IJ \1 4-3" 14 GAGE STAPLES CR O 1N I~ W 0TH JACK RAF-lR TO HIP 2-16d COMl~O~ I 7 1 . JOIST 10 SIL' OR GIRC~R 3-Sd COMl1lON 3-3''xc.' 31" f,AILS FACE NAIL ENGINEERING I CONSTRUCTION I INSPECTION 3-3"x0.131" 'JA _S TOEfJil, _ 3-3" 14 G./\GE STAPL~S 1902 Wrigit Place, 2n:l F-0or Garlsbad, CA 92008 ·----·-·--·· -., -----W1W1.eeius,net _,, 3-j 14 GAG: S-APLES 2B. RUGf RAf i[R TO 2-BY RIDGE BEAM 2-16d GUMlv10N 2. BRIDGl~G TO JOIST 3-Sd COl1ll1lQl,J 3-3"xC.131" t,AILS TCC:N.11I1 /-1NC Fl1:=E NillL 800.913.8295 " 3" 0 '3." \JALS !O~NfllL E1\CH El,IC 3 _,, 14 G./\GE STAPL:S J-X . I , -:i ·---- 3 _,, 14 GAG: STAPLES 29. ,JOIST TC) B./\NC JOIST -j 3-16d :::OMlv10N i I ---------1 "x6" SUBF _001~ c,~ I .. ESS -o :ACH 4-3"xC.131" t,AILS FA.CE NAIL .) . 2-Sd COMllOl,J ~/\CE /,AIL JOIST 4-3" 14 GAGE STAPL:S --------.. ,,---- 4. WIDE'; TH.i\N 7 "xc" SUBFLOOR TO 3C. LEDGER c;T 'Ip 3-16d COl~lv10N 3-Sd COi1lMON ~ACE r,AI L ..., I , \ EAC-1 JOIST 4-3"xC.131" r,AILS FACE NAIL <:,~1tOfE~SS1~1v,, -· -----· ------ 5. t' SL 3F -~DR TC JOIST OR GIRJE~ 2-1 Ed COMMO~ BLI I~ D NJD FA.CF NAIL 4-3" H GAGE STAPL~S df No.0--;,~(1 30 WCOD s-RLCTURI\L FM,~LS AND !j Exo.~9.J ~22 '% I l. 6. SOLE P _I\ TE -o JCIST ·'.JR BLOCK \JG 16d COMMO\J AT 15" O.C. PA.RTICLE BOARD a SUBFLOOR, Roo~ SI ~o 0+-'" ' c£ ~ "" 3"x0.131" ~AILS il.T 8" O.C. TYPICAi FACE N/1IL Al~C W/.>L_ SHEA.THING no ~RAfill~C) L O E. L. sc ' '%,,, BURIE-< o'<-;f, 3" 14 GAGE STAPL:5 AT 12" 0.2. (' OF" Cf'-'-'' -- SOLE P _1\-E -o JCIS I 8R BLOCK NG 3-1 Ed COMMO~ 16" il.T 6c b,c 2;-§"xo 113" \JAIL d 1¾" 1 6 ,I\ T 3RACED WALL PM,EL ½" ANll LESS ' ' 4-3"xC .• 3," :JAILS AT 16" 3Rl1CED WALL FAN ELS G.AGE e 4-3" 1 L; G.i\G: ST il."LES PC:R 16" 8d COMfilO\J OR 6d CEFOkV~D 7 TOE "L"~ TC STLJ 2-16d COW,10\J SHANK, ?¾" ,. Nil.IL 4'' oc 11-, . hi_ sxD.113 19r.,, " TO ¾" 3-3''xc.· 3'" )JAILS ::ri D ~1.1\1 L CL --4 EDGE S" O.C. FIELC, 2" 1 6 G.i\G C: 3-:r 1 l! G.i\GE STA::,I.ES ! 4" ' 8" oc 8. STUC -o SOLE PLATE 4-Sd COMIJOI~ • ½" TCi 1 " 8d COMf1ION OR DEFORMED SHAl~K 4-3"xC. • 3·" (JAILS TOE',AIL ! T 3" H Gl1GE STA::,LES 1.½,' _J-1/§" TCi 1Cd OR Bd COVfAO\J z ·--- 0 STUC 0 SOI_E PI .. .ATE 2-16d COMMO~ i= !!, WOOD STRUCTURAL FA~:LS AND °' 3-3"xC.131" t,AILS END~AIL u PAR-I CLE BOARD, Slf,GLE FLOOR V) w 3-3" 1 4 GAGE STA"LES Cl (J) ( COM BI\J/.>TIOl'J SUBFLOOR z 0 9. 001., BLE STUDS 16d COlvlMOfl /.>T rL" D.C. U\JDERLAYM::NT TO FRAMING) L, (J) .3''xo. 13 r• l✓.I\ILS AT 1 t' O.C FACE N.i\lL > ~--w 7" , 4 CA.GE STAPLES 1\J 8' O.C. 0:, I ,: AND LcSS 6d DEFORMED SHANK' 0:: ..) 1< 1 C. DOLBLE TOP ::,LATES 16d COl,H,10~ AT 16" D :. ½' TO ~ " 8d DEeQC;MEJ SHA ',K 3\0 ·131 •· NIAILS AT s" O.C. -YPICI\L FACE NAIL ' >-Cil __ ,,.,. J' 14 C;IGE STf1P ES AT s" O.C. 1/s" TO 1.½," 10d COMMON OR 3d DEFORMED c;i "' JOU BL.~ TOP PLATES 8-. 6d COMMON 12-3"x0.131'· N.AILS _AP SFL.CE 32. PilNEL SIDlt,G (TC FRAilllNG) .½" 6d CORROSIONI C;ESiSl/\NII SIDlt,G c,~ w - 2 < 12-3' 14 GAG[ ST.i\P _ES ,"0 i ::-c::c:: Ci\SI\JG Nil.IL 0 ,J: \ LL'-'~ '"-----~·' .. 1 1 . 3LOCKING BETWEE'J JOISTS OR 3-8d COMf1ION PANEL SIOii\G (TC FRAMING) -%" 8d CORC;OS O~I RESISTAN!T SIDl~G OR 0 z C;/.>.FTERS -o TOP PLATE 3-3"x0.131" N.i\lLS lDU\Ail CASING NP.IL -AD)RESS: -w z 3-3'' 1 4 0A r-r S!AP~ES 33. ~IBC:RBOA.RD S 1--:CAT H 11,1 G .½" 1½" 1 • GAGE ROOFING NAILf, 6c vr-.vt. - 2 _j ..I 0 ('.) • 2. RIM JOIST TO TOP PLATE r'' CJll~lO\J ~~AIL Jf 1 6 CAG:: ST/IP LE <( I;,; 8d COM/,,101\ ,'Ii 0 O.C. , w CJ 0 ;. r,, -z <( 7 ·• .r , 3 • " NAILS AT r" o.c. TOEr,AIL ::,A'JEL SIDING (TC FRAilll\JG) ¾" 1¾" 11 GAGE Roo=-11\G ~AIU, Bd Cl Cl) -De'. ~-XU.: : 0 -: . 8 WC ,: " 1 4 ~AGE STAPLES A7 _,, O.C N'II--1_½" J6 >-z_ t) • C:::f}MON GAG'C__ C:::Ti\p[ C-v ". ' f-\._, I 2 ....., r .. -:..... 0 0 <( T II-z • 3. -oF PLATES, LA~S A~) 2-16d CO~lMON 34. PA\JELING --)(' -(/) (.O' \~T:::R DR 4d Cil.SI 1,IG FOR 0IN!SH i'JAILS .I\ T 6" ~ IC - - INTERSECTIONS .,_,"0131" NAILS F JI.CE NAIL W De'. De'. ....J ...., X . , 0~ PAl~EL EJGES, ~ ,...., " AT <c L > co -::? ,::" 1L G/.>CE S f.i\P _ES INTERf1i EDIA-:-E SL ::, PO R-:-S w ~ __ ,,--,__. 14. CON-INUOUS HEADER, T'VI/~ PIECES ~--··--a: , 6d COl•Al110NI 16" O.C. ALONG EDGE 'JT:CR ,JC:: ?ANELING -¾" 6d ::,JlJJEc SUPPORTS AT 2L1" O.C, I_ 1, Ci\S \JG 8R FINISH NAILS AT E" O.C w 00 1 5. C C:I LI NG JOISTS TO PLAIL ! 3-8d COMM Of, 0 , EDGES, 12" 0 C. INTERMEDIATE 0 <I) 0 > N i::;_-:;:;",o ·31 " ~IAILS TC E\JAI L ' ~ a, --' ,.__, X . I : Ci ' -::;" 1 L G/\.GE Sli\PLES z -" ~ ,:J-...., \JAILS SP.ACED 0" O.C. AT EDGES, 12" AT INTERMEDIATE SL-::,PORTS EXCEP' 5" AT SUFPORTS WI--ERE SPANS ~ 0. D w Cll m 1 6. CON INIK>JS HE.i\DER TO STUD 0. "Cl-Cil ARE 48" OR MORE. FOR NAILING OF WOOD STRUCTURA.L PANEL AND PARTICLE BOARD DIAPHRAGMS AND ..., ..., , 4-8d COrilMON TCEN.i\lL Cl -q-Cll 8· SHEAR REFEC; TO SECTION 2305. NAILS PERMITTED TO BE COMMON, BOX OR CASING. 0 .0 W,i\LLS, a, fl) 0 w 17. CEILING JOISTS, IA::,S OVER -q--;:: s: w > 3-16d CCMllON Ml~.11 Jll1. -Cll uJ :< 0 Cl) 0 > '-' °' PARTITIOl~S (SEE SECTCN w Q_ TABLE 2_'.0810.4.1 b. COMMCN OR DEFORMED SHA.NK w I Q_ F1\CE ~iAIL w 0::: <.) < 23CS.10.4.1, TABLE ""031" '1' ~ -:z"O''l" NI.AILS L) . c:.4. ) '+-,._, X . i.J 4-3" H GA.GE ST,i\P _ES C. FOR ROOF SHEATHING APPLICATIONS, Sd N.i\lLS ARE THE MINIMUM REQUIRED FCR WOOD STRUCTURAL PA~~LS a: • S. CEILINIG JOISTS TO PARALLEL RA0 TERS 3-l 6d CD11lll10N MlfJlf!IUi1l, FOR SI--C:ATHI\JG APPLICATIONS, ~ASTENERS SPACEJ 4"0C AT EDGES, S" AT INTERIJC:D ATE CJ (SEE SEC-ION 2308.10.4.1, TA3LE d. RJOF JC SUPPOR-S TABLE 230B. • 04.1 z 2308.18 L_ 1 j 1 7 ., 0 , " 1 " N/1II.S uv:E NAIL '---0 X . ,J e. FASTE~IERS SPACED 4" oc AT EDGES, 8" oc /IT INTERMEDIATE SUPPORTS 0 0R SUBFLOOR AND WALL SHEATH \JG - 4-3' 1 L GAGE STAP_ES AND 3"oc AT EDGES, 6" AT I\JTERl\1 EDIATE SUPPORTS FOR Roo=-SHEATHING s m m ..., ..., • 0 l;;AcTER TD PL.A-E rs~E S::CTIO\J 3-8d cm1lf1IO\J w '0. z ' -z z 2308.1 J_i._ 1, li\BLE 23C8.10.4.1) 3-J'x0.131" i~AI LS TOE NAIL f. CORROSIO \I-RESISTANT ROOFING \JAILS WITH !,fo" DIAfilETER HE/.>.O 0 "' ~ CJ) i7i 3-3'' 1 4 GA.GE STAP_ES w CJ "' 0 :::, Cl 20. 1 " DIAGOfJAL BRI\CE TO EACH STUD 2-8d COMf1IO\J g. CORROSION-RESISTANT STAPLES WITH }(5" CROWN. PA~EL SUPFORTS AT 1 5" DWG TITLE: ~ 0 I AND PLATE 2-3"x0.131" il.1\I LS FACE NAIL 3" oc 6" N h. FASTE~IERS SFACED AT EXTER OR EDGES, oc AT INTERMEDl.1\-E SUPPORTS, WHEN USC:D AS N 3-3" , 4 CACE STAFL~S "' STRUCTURAL SHEATHl~G SPACING SH,I\LL BC: 5" 02 Of\ EJGES AND 12" oc INTERMED ATE 0 21. THE AT SUPPORTS w I 1 "x3" SHEATHING TC EACH B:ARING FOR NONST::;ucTUR/.>L APPLICATIONS. N 3-8d CO~AMC'J FACE NA.IL ...J N 0 22. WIDER -HAN , "x8" _j ::) f-c:: SHEA-HING TO 3-Sc CO~AMC\J <( 0 Uu F Ji.CE NA.IL WC) EACH B[il.~ll~G w -o,,, ---· "---·-·· ,_,_ ::J :;:, ::::, 23. BUILT-UP CORNER STUDS 16d COMMO~ AT 24 .. 0 0 I o..z V. V. a: 3•'x0131" f\1./\ILS AT 1 6" 0 C. Fl'.CE l~AIL () 3"' , 4 GAGE ST/\P _ES AT 16" 2.C. ...... (./) N 24. BUILT-UP CIRIJER /I.ND ::lEMIIS 32' 0 CJ N 20d COMl1~0N AT O.C. FACE \JAIL AT TOP Ar\ J 0 ::J z N J'x0.131' NAILS AT 24' O.C. BGllOM S IAGGE '<llJ Of\ -a: z - 3" • 4 GA.GE STAP ES AT 24" 0 ~ OFPOSITE SIDES (0 u.L-. w ~ BUILT-UP GIRDER AJJD BEAMS 2-20d COMMON ...... I-...., 3-3"xC.131'' FACE NAIL AT ENDS Al'ID Cl) (/) ~AILS 11--; (./) :::J 3-3" E1\CH SPLIC~ <( 0) 14 GAGE STAFLC:S :::J LL <{ 25. o" PLA.NKS L 16d COW,IOi, AT E./\CH l:lEJl,"\ll~G w '< 0 26. COLIAR TIE TO R11.FTER 3 1 0 :J COMMON 4 '"['31" ,,AILS F11.CE N/\II -J X 1. I - DRAW NG NO.: 4 "" 14 GAGE STAPL.~5 GS-2 -.l Se1EET 2 OF 7