6103 ROCKEFELLER AVE 2019 Plans 2022-12-06 (2)

� U y� �-"' S 4� z m �.l.� N Q �s �O GERIERAL SPECIFI�ATIONS: �' �' "'"' �- �Z �� C�VTAACT�t SFIA11 VERIfY ALL SITE CON�TIOMS dc BUILaNG OIAfENSIONS, dc SHAIL PREFAB. ENqNEERED ROOF � �< N N REP�T ANY VARIAIIONS TO 1HE DE�GNER f� RESflLU110N PPo�i Ta TRUSSES � 24" O.C. (U.N.O.) o �� COIVSTRUCTI�+l. �ftITTEN QI�ENSE�lS SNAi1. TNtE PRECEDENCE 01+Et2 SCALED. � ftQdFING PER PLAPI m �„U C�ES: 2015 INTERMATIONAL RE�DENiIAL C�E(IRC�, 2015 WA�iiNGTON STATE ENERGY W1N0 Br1FFLE VN/ 1° NIN. AIR SpACE � �g C4DE (t+�C), 2015 UNIF(#il� PLUt�81NG C�E (UPC), 2015 INTERMATI�VAL AiECHANICAL ��iPSON H2.5A � Nt EACH w �� "' C O D E (�M c), A N o �L o T H E R A P P u c A B L E c o D E s. = 1 Z TRUSS T4 T�' PLATES � �� i� � STRUCIURAL: r=� � ¢ P� 2x S(�EENEO VENT 8lOCK � �� o<c SEIS'�lIC ZOIVE 01/D2 PER F1G. R301.2(2) dc ENpNEERING �' yy/ g��{p,�� gC � ,�g" r O� o� WIND {EXP. 8) BASIC SPEEO: 85 MPH PER FIG. R30i.2(4) R-49 lNSUTATION O.C. TO T(�' Pt.AIES � �a �� CO�IPONEN7/CLAD(?ING LOADS /TABLE R301.2(2) P,y��TM� °' 8d GALV. � 6° O.C. � � �� r�ta�.�a� fOR PANQ. S�IJC� (IF NEEDEO) �g" GWB OR SAG (DIAPH. TO TOP PLS.) Q � �'-'�'w TABLE R301.5 MINIMUM UNIF�I�LY DISIRIBUTEO UVE LOADS AD,I�NING PANEL EOt�S SHALL NEET f��ISTANT�' GYI� OVER AND flE FASTENED TO C(�AMON 26 GA. CONL LOADING LIVE DEAO tOTAL FRt�dING. 2-2x6 T� PLATES �ALUM. (�1TTER ROOF (GROUND SNOW) 25 PSF 10 PS'F 35 P� �pp gp��g qgH PEft �yp�CAL FASaA o0 UNINHABITABIE ATTICS - NO STORAGE 10 PSF 10 P� 20 PSF' 4x HEAQER PER PLAN. UNINHA8ITABLE ATfICS - LIAlITED STORA(� 20 P� 10 PSF 30 PSF . - SIOING PER ELEV. 0/ TYPE 2 R-10 FOAbI BOARD � HABITABLE ATiICS & AT11CS wr/ FlXED SfAIRS 30 PS'� 1fl PS� 40 PSF • &1 C4MMCNVV tlR GALV. 8UX NNLS � 15 fELT OR WATERPROOF ° lA1N. � iNiCK M�O� STRUCTURAL PANEL INSLILATION RE(�JIRED. O BALCt�VIES (IXTERIOR) ANO DEq(S 8Q P� 10 P� 70 P� SNEATHING �1 �VE FACE FOR �VE ST�2Y, PANEL EDGESq- 6 u/c FOR �Nt�E � �� G�B � BUilDING PAPER � FIRE ESCAPES 4d PSF {�y EAa-i FACE FOR FfRSt ST�iY f;F TWO ST�Y ANO 4 0% FOR 1HE FlRST OF T�0 � GUARORNLS AN�iAiLS 200 L9S AT TOP ANY �RECTION STINiY C�ISIRUCTI�1. S1Y�21E5 " � �' T�1-11 I'LYYVD (�1�' COX /H � R-21 INSULATI4rl PLYW'OQD S'tITG 4R �s� O.S.B. � GU�DRAILS IN�fILL 50 LBS APPLIEO Ta 1 Sq. fT. 8d COAiMON OR GALV. BOX NNLS � � NAII KRAFT PAPER FAC.E TO NAIL $d 6' O.C. EDt�, 12" � . PASS�lt�R VEHICNLE GARAGES 50 P5F IF EIFVATED 2,000 l8 PT. l�IN. 2x4 FR�4tiNG 12°o c �INTERI�t �1PPQRTS. � FREE EDGE � STUD OR O.C. FlELD OR FER ENGINEER'S s R04AIS OiHER THAN SLEEPING R�dS 40 PSF t0 PSf �0 pSF � ��N. DOUBLf SiUDS REt�iiRED f PROYlOE 4 MIL VAPOR BAR�IER SlEEPING RO�iS 30 PSF 10 PSf 40 P� �.W. ��U� STAIRS 40 PSF 10 PSf' 50 PS'F � HOLDO�IV � STRAP T11PE AN(�IOR (BOTN 5H01�1 �� OS � 18° O.C. 2x6 8A� PL W/ i6d � 16° STUUS UNQER HEADER FOR CLARITYj. 1800 UPLIFf CAPACITY fOR ONE O.C. TO JST dc 2-16d EA STUD OR 300 LB PT. LOAD OPI 4 SQ. IN. � A5 REQUIRED �� APA TdtG OSB (N� PLYYID. 2x RIM JOIST �f 3-16d EA. JST. ST�Y, 300i UPU CAPAt�TY FOR FIRST STORY CD INT. W/EXT. C�LUE. NAIL W/ ALL BEAMS, qROERS, HEADERS, RAFIERS, dt JqSTS TO 8E HEA� FlR N0. 2 OR OF TNPO ST Y C�ISiitUCTl�I. S1RAP STYLE �pd � g' a,C. EDt�S & SOIID 2x6 PRESS. TR�. �LL PLAlE Nl/ �TTER AS NOTED (MI PIANS. GLUEO LAAIINAIEU TIMBERS SHALL� NANUfAC1URm �IE STORY: (2�°A AN(�iOR 80LTS SHALL 8E PERMITfED TO BE ATTACHED OVER THE �g��. & � 10" O.C. IN FlELO 1�'4A.B. � 48" O.C. �t PER PLAN dc IDENTIFlEO AS ftEQUIRED IN AITC A190.1 � ASTA1 03737. LOCATEp BETWEEN 6" AND 12° 9F W000 STRUCTURA(. PANEL. � �c BTWN. 4}�" & 12" � SILL EACH END QF SE{�,iENT FIRST t� TiMO FLOOR JSTS PER PLAN ` ` �QS. EM�D 7" MINI�IUM. a, �, PLYWD00 INQEX: l�. RS�' dc SU�l.00R �IEAIHING PFR TABLE R5�3.21.1(1). STINtIES: (3j�"0 AN(�il�t BOi.TS �Y INSTALL 3x3x0.229' PLATE WALL SHEAIHING PER TABLE R602.3(3) & R602.3(4). SHEATHING FASiENERS PER POINTS I�IN. REINFOR(�NG OF FOUNDATI�d. ONE i i 6AR TOP ANO 8aTf4N flF FOOIING, � FlNI�1E0 GRAOE �.OQED F� i � � T A S L E S R 6 0 2 3(1) d� (2}. �' „ R-3 0 I N S U L �I/ V A P� ASHERS. � Q � � LAPPfD 15• RETAROER WARki SIDE �E Ct�VC. �, STRUCTURAL I#EAdBER FASTENERS PER TABIE R6023(1). .:. _ . . . � fTG. tc STEFA ..�� i_, 8" MIN. FALL WITHIN 10' OR � �c v tN� IN CONTACT 4�TH CONCRETE, NEAR t�t4{1N0, OR Y�00 EXPQSED 10 1�A1HER TO =________� --_= 18 �iIN. C[.EARAMCE °� �� , ___�__===�=1L-===- - WALl. Olt. „ . PR4VIDE SWAI� �t ORAIN. z � � a a 12° MIN ER BEAMS ��. � `� � � m � � PI�S�lRE TREATEO OR NAIURAilY DURA�.E 4� PER R317. � � � '! - ' � „ � � - NIN. FOOiiNG �ZE UNDER �ENINGS IS ��E I , '' 0 � ROOF ORAIN 4 11GHTL(NE � � CONCRETE 8t REBAR: 12�xt2�. A Ni�VED-D044N SLAB �iALL 8 MiL BLACK POLY BARPoER �PARATE FR�i FTG. DRAIN � � ftEBAR TO 8E 60.Q00 P� - t�iAOE 60 ASTi� A7�. WAt.I.RfBAR �1A11 BE�ACED NO ________________________________ BE PERNITTED �OOOR OPEPlINGS. LAP �l.IGES 12� h11NlMUM 3 6' 3' 4'� PERF PIPE IN �t.05'ER TO TNE WTSIDE FACE THAN J� THE �tAlt.1HIq(NESS. REBAR COVER PER Aq RfiNFORaNG AS �iQWN RB04E. WASNE� GRAIrEL. 318. F0011NGS TQ BEAR ON 15� PSf MIN(NUA1 UNDISTU�ED SOfL C�ICREIE TO 8E �'_p• COrINECT TO APPRQVED DIS{�1AR(� AIINifdUhi F'c = 2500 PSI �28 DAYS (3,000 PSI FaR GARA(�/CARPORT SUtBS, A L T E R N A T E B R A C E D W A L L P A N E L 0 N E S T 0 R Y S E C T I 0 N EXTERIIX� PA110 �.ABS �! (�tADE, � WEAINER EXP4SED 6A�ENT, FOUNOATIOM �lALLS, P�iCHES, AI� STEPS W/5�-7� NR ENTRAINMENT). RIINIhIURI DESI(�1 E(�11V. FLUID PRESSURf = 35 PCF OR PER S�LS ANALY5IS. tMiERE APPLICABLE SCALE: 36° = t'-0" WHERE SCALE: �"=1'-0" � APPLICABLE � U�' SIRUCTURAL CONNECTORS OF E(�JIVALENT STRENGTH MAY 8E U� Sl18STITUTED FQR �MPSQN NOI.D041NS, STRAPS, AND C(N�INECTflRS �- � �n � � �� � ~ Cj ' � 03 � . /^1 -�J L.Lm �� PROYIDE N0. 4 VERTICAL �� a CONT1NU4t1S �4 H�RIZ 9AR 6� BARS AT A SPAqNG NOT � N m`� TO 8E LOCATEO S° �LOW �� ING 48 INCHES. T� �' WAII IRC R404.1.4.2 Q � `n REBAR � � � a �� - � 1p �I I�I I�- �4 eAR wj � III��li' X 12d hIINlMUM ��° ,I�' 4"� ROOf � H�Z�VTAL ( 3' MIN. DRAIN4 < � O � ' . JO{STS FRA�iING FR�d �POSITE Sf�S OI�ER A � EXT�IV�ON ° _ � BEARING SUPP�tT SHAIl LAP A MIMINUh� OF 3 �. 4 0 PERF• o INCHES ANO SHALL� NAILEO TOGETHER �I1H $�' N�� I FTG. DRAIN �. IN (�tAVEL � A YIN�1U� THREE iQd FACE NNLS. SOLlD 3/4' APA FdcG 0� � PLYN40. {� R405.1 � � BLO(�(IiVG SHAL� 8E PROViQED AS IATERAI INT. w/EXT. (�LUE �IAIL w/ 1Ud � �� RESIRAINT AT EACH IN1ERAiEDIATE �1PPflRL 6'�O.C. m{�S dc SOLIO BLKG. & � 2' °�� ;v � '�'o TOE N�II JOISTS ANO 8L.0(�tING TU 8EA�1 v�/ 1Q O.C. IN FIELO �IN. IIa � � '- Q W c� (3�• � (C ;�,�. � � w z-y �N fLQp�PLSAN BEAbd-COLUNN CaVNEGT `� ��'"' �"� r V- � �� Zx4� 2�t6 T1ES r/ 2-16d t� I�' FQQ11N� POUREO SEPARATELY, (2 CONTIN. #4 HORIZ. � W �r"-- NETAL CO�VNEGT�t ) BEAM S & C�U M N S �B E A t d & C O L U I�N PRflWQE �4 BAR 48" O.C. I�AX. BAR 3'-4' h�tOM BQT. > �� PfR F�INDATfO�! PLAN. TYPICAL EA. 9DE WI�FI STD. H0�(. EXIFND TO 3" t� fTG. � �� C�.U1AN BAS'� UP 8" 0� CLR. Fl��d BOT. Qf FTG. $QI� 1'-D" MIN. i STORY `'' USE PRESSU� TREATED PROTECT COLUNN BASE HORIZ. EXIENS�OP1 PARAI.tFI. TO � • � � C(�VVCREiE fUOTING �/�E 90 ROOFlNG �,lL FOR PRflPfR COtdC. COVER. i-3 ldiN. 1 STORY � ¢� �z ' . 1'-11° hIIN. 3 STORY P E R F 4 U N D A T I U W P W V ` � C O L U N N-F��1 N G A N q i C R �ft00F DRAlN TO 8E �PARATE FRO�A FOUNDATtON DRAIN � � �N INTERIOR (�t�OE . '. - • w/MA� �2 EQUIV. � o� � U �� INT. BEARING �U �PORT PLAIN CONC. FND. DETAIL c�.� � -�, WHERE APPLICA�.E SCALE: �" = t'-0" �ISMIC ZaNE 'D' SCALE: X' = 1'-0' � �� � U O crD �� 4 � . �l�� `� oF ��/1��1�� 7