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

�'—o' t�NERAL N01ES W < � ' . 15'-4' 15'-0' FI06E B�S 10 8E BApffLOw PIiEVEN1101�1 d�fR� Z m `` t�ISTANT TYPE c.w.� v��',' �o Z �� m� �HOLDO�IS, fRA1NNG JWqiORS, dc SHEARWALL Q �� WUST BE N�SPECIm BEF�RE OO1I�ft1iG � �� 12' FTG � �� v � � �` _ _ — — — — — — —. N CRAWL ACCESS R408.4 m W W ABWPt: ALTERNAIE BRACEO WALL PANEL PER R602 � — - - - - - - - - - - - � O 18'�4' MINIMUN 1HRU FLOOR ACCESS r/ 11GHT FlT �i �� —o - - - - - - - - NEAiHERS1RIPPED MISUTATEU OOOR OR 16° HEIGHT x w c�� r' INSTALL (2j�"i AN(�IOR 80LTS LOCAiEO BETWE�I 6' �C �— - - - - - - - - - - - N � 24' MI�N1iUN THROUGH WALL CRAWL ACCESS rr DOOR. � 9s'- n o`�'o 12" Of EAqi ENO OF PAN4 � 1800 LB CAP. HOLDOKM I 12 I rN � o s (STHQi4) AT EA ENQ TO 08L STUO ( I I I IF ANY PART tS BELOW GRADE, PROYIOE A 16"x24' _ �„� z�' AIINIMUN AREAWAY TO EXTENO BELOW THE UPENIN6 � `''�n v�i 3 IBWP: INTERAIEOIATE BRACEO WALL PM�L PER R602 THRESHOLO. 1HRQUGH WALL AC(�SS OPENINGS �iAIL � $Z � - INSTALI. (2j�d ANGiOR BOl.TS LtICATED BETMIFFN 6' dc I � I I NOT BE LOCATEO UNDER A DOOR TO THE RE�OENCE. � �� 1 2' O F E A C H E N D O F P A I�L, � 1 8 Q Q L B C A P. H a L 0 0 W M � � �� (STt�14) AT Ell END TO OBI. STI� I � � � `� � I CRAWL SPACE VENIILATION � R4Q8 � ` �W � 2 PR0IADE 599 SQ. �V. �t�It�lY I�T (1/300) T R E ATE D W O OD N O T E S: � � �s�riu.i a s'�ns" satm�n v�Ts x R317.1 LOca1lON REQu�tED. PROtECiION c)F' wl?OD nf� ( � � 24 ( 7a4 S'Q. IN. NET FREE �603 SQ IN. ❑❑ WOOD BASED PRODUCTS FR01�1 DECAY SHALL 8E PROV�ED � N I AT LEAST 01+� VEF1T TO � PLACED WI1HtN o0 IN THE fOLLOfMNG LOCATIqVS BY iHE USE OF NATt�iALLY I I 3' OF EACH {�RNER OF '(F� BUILD�IG. ONE a� DUAA�E MI0�0 aR WOOD h4AT I5 PRESERVATI4�-TREAjED � � � I S�E OF THE BU1LDING MAY HAVE t� VENTS. p � IN ACCORDANCE VM1H AMPA Ut FOR TFIE SPEqES, PRODUCT, PRESFRVATIVE AND E�10 USE. PRESERYATIVES I SHALL BE LJSTEO IN SECTION 4 (� AWPA Ut. � . I CRAWL SPAGE POSTS AND BEAti1S , 1. WOOQ JOISTS aR 1HE 80TTOt� OF A WOOD STRUCTURAL ( I `� ( O POSiS TO BE 4x4(4� 61NN1iUY AT BEA11 SPLICES) FLOOR WHEN CIOSER iHAN 18' OR W000 (�ROERS WHEN I ( "' I ( UNLESS NOIED O11iERMlI�. POST BASES UP 8' YM11N1Y � � CLOSER 1HAN 12' TO 1HE EXPOSED GROUP� IN �iAWI A80VE CRAI�L qtADE OR USE P�SURE 1REAlED. " SPACES OR UNIXCAVATEO AREA LOCATED YMIHUV 1HE �* I � � I I PROIECT UFIiREIITED POST BASE WITH TfPE 90 ROOFlNG. PERIPHERY OF THE BUa.01NG FUUNDAlIOM. N 18 SEC�lRE BASE MI1H S1RAP OR ENp1�EQtm CONNECTUR " . 2. ALL N� FRIW�IG YEI�ERS iHAT REST ON CON(�1E � E1�EDDm N FOOiNG PER �ITERWIEDIAIE BEMING OR YASONRY EXTERIOR FOUNDA1bN WlU1S A(� ARE LESS I I L_ .—I I I � SUPPORT DETAL PROV�E POSIi1VE P05T 10 BEAFI A!O iNAN 8' FROwI THE E�D GROUND. � BfAY 70 JOISTS�C110NS TO RE,9ST UPLIFT MID 3. StLLS AND SI.EEPERS ON A CqVCRETE OR MASaNRY O LATERAL DISPLACEIIENT. UP JOIST SPUCES 3" MNf1UM SLAB THAT IS IN OIRECT CONTACT YN1H THE GROINID I I I I AND FACE NN.�I1Fi 3-10d IIt�NIN. �ISTALL SOLJD UNlESS SEPARATED FR011 SU(�i SLAB 8Y AN INPERVIWS o BLOCKNG�111EEN JOIS'i5 OVER EACN MERMEDIAiE MastuRE aARRIER. I I ( � p � I SUPFoar.1�1�1 aFJ1RANCE RE4uRED AT�1� rn �, 4. THE ENOS OF Mp00 qROERS ENTERING EX1ERIflR � S�ES MO�J�OS OF UNTREAIED �OD � r- �- NA�fVRY OR CONCRETE WAL1S HAV�16 iXEARANCES OF I O � D(1ERIOR FOIN�Al10N WNJS. LIW�iAIE NU.'(1PLE JOISTS � � N IESS 1HAN '�' 4N TaPS, S�S AND ENDS. f , �M1H 2 R0�516d Q 18' 0.C. STAGGEIt�. 5. W000 Sf�IG, StiEA1HiNG AND WALL FRAI�NG ON T F� ,,;� Y � EXIERIOR OF A BUILDING HA41NG A (�.EARMICE OF LESS 24 t�aN s' FROIA THE qtOUl� OR LESS THAN 2" NEASURED STHDI4I . CRAWL SPACE � � I � � IRC M1305.1.4 APPLIANCES UNDER FLOORS � m w V E R i I C A L L Y F R U A I C O N C R E T E S 1 E P S, P O R C H S L A B S, P A T I O A B W P 1 � � � 4 N 1 3 0 5.1.4 A P P L I A N C E S U N D E R F L 4 0 R S. a � S L A B S, A N O S M I I L A R H O R I Z O N T A L S U R F A C E S E X P Q S E D T O • � �g' �� ►�,S p M�E ( O U N D E R F L O O R S P A C E S C O N T A I N I N G A P P L 1 A N C E S S H A L L B E � w THE WEATHER. STH D 14I i 1Y iMNINUY UNDER BEAt15 C, � PROVIOED IMTH AN UNOBSTRUCTED PASSAGEWAY LARGE � � 8. W000 STRUCIURAL NE118ERS SUPP4RitNG � I I 6 ML 81J1{�(POLY� LAP 1Y �! I I . NOiS1URE-PERMEABIE FLOORS OR ROOFS THAT ARE . ENWGH TO REMOVE THE l/�R(�ST APPl1ANCE, BUT NOT . EXPOSEO TO 1F� WEAi}�R, SUCFI AS CONCRETE OR � R-30 INSl1L B1wN JSTS � �� Z a � LESS THAN 30 IN{�1ES HK�H AND 22 INCHES YNOE, NOR � F�A�NRY SLABS, UNLESS SfPARATED FROMI SUqi Fl4QRS � ` I � O� ( � 1+1� THAN 20 FEET I�NG MEASURFD ALONG 1HE aR ROOfS BY Ml qdPER410US I�IOISTURE BARRIER. aO t;EM1ERt1NE OF 1NE PASSAGEINAY FROlrll 1HE OPEt�NNG TO ( ' 0 7. MIOOD FURR�IG STfiIPS OR O1HER WOOD fRM�NNNG � - - �'� — � I THE APPUANCE. A LE4EL SERVICE SPAC£ NUT LESS 1HAN I�IBERS ATTACNED D�ECILY Ta TNE INTERIIXt OF � I 30 �IqiES DEEP AND 30 INCHES IMDE SHAl1 8E PRESENT EXIEPoOR NASONRY WAl1.S dR CONCREiE WALLS BEI.OW � � Z4 I i AT 1HE fRdNT UR SERHCE SIDE OF THE APPIJANCE. IF Z GRAOE D(CEPT WFIERE MI APPROVED VAPOR RETAROER IS ;� I B WP APPUED �TWEEN 1HE WALL ANO 1HE FUIiRING SIRIPS OR � - - - - 1HE�P1H OF 1HE PASSAGEWAY OR 1HE SERNCE SPACE EXCEEDS 12 INCI�S BEl.OW THE AOJOINUIG GRADE, iHE O FRAMING A�YBERS. � � �� — � I WALLS OF THE PASSAGEWAY SNALL BE LJNEO WITH C� R317.1.1. FlEtO CUT END, NOTCHES. AMD ORILIEO HOl.ES OF I ( r ^ ` CONCRETE aR AiASOl�tY EXfQd01NG 4 INqiES A80VE THE � � o P�SURE TREAIEO W000 SHAIl 8E RETREATED �1 TF� 8�'S�' o - - IBWP � I A D J O I I�N G G R A D E �! A C C O R D A N C E I M T H q i A P T E R 4. T H E �rn c`�o FlEI.O PER AWPA M4. I � ROUGH-FRMiEO AC,CESS OPENING DIMENSIONS SHALL BE W �' A �I�Vt�N1N OF 22 INqiES BY 30 INCHES, ANO LARGE �— � `j R317.3.1. FASTENERS FOR PRESSURE PfiESERVATIVE AND I I 8,- I I ENOUGH TO REEIYIIOUE THE LARGEST APPLIANCE. W o 3 � FlRE-RETAROANT-if�ATEO W000 SHN.L 8E OF �. ��p��S: � J� H O T-0 I P P E D 6 A L V A N I Z E D S T E E L, S T A N I E S S S T E E L. S I L I C O N �20NZE, OR C()PPER. SHEARWALL BOTT011 PLATE NML�iG I (— 1g 1. 1HE PASSAGEWAY IS NOT REQl11RE0 MII�RE TNE LEVEL o``' a " ANO ALJ_NNUNG AT PRESERVATIVE 1REAlED W000 S E R V I C E S P A C E I S P R E S E N T W N E N 1 N E A C C E S S I S O P E N, i�v h�MiBERS SHALL� NOT-Q�PEO ZNVC-CQAIED GALVAI��O I I �-- � ( I ANO Tt� APPLJMICE CAN 8E SERNCm AND RE�IOVED Z `V m STEEL �t STAI(�ESS STEEL NAILS. �NC COATING WEK�iTS AS REQUIRED PER ASTM A 153. IN THE ABSEMCE OF � � I T F�t O U G H i H E R E Q U�t E D O P E r N N G. NANUfACiURER'S RECOMNENDATIQNS, A MINIMtJAi OF ASill ( I 2. WHQ� THE PASSAGEWAY IS UN08SiRUCTED AND NOT Q A 853 1YPE G185 ZqVC-COATED 6AI.VArqZED STEEL, OR . ( � IESS THAN 6 F�ET HIGH ANO 22 �ICHES WIDE FUR ITS w EQUIVALENT, SHALL 8E USED. °D I � �n I I ENTIRE LENGTH, 1HE PASSAGEWAY SHN1. NOT BE LIMIIED � �' 2x10 HF#2 FlR JSTS IN LENGTH. � I I � 24 A 1fi"O.C. ( I ^ N1305.1.4.1 GROLINO CLEARAN(�. FOOTING SCHEDULE I � o � I E(RlIPMENT ANO APPUMI{;ES 9UPPORTED FROM TF� I , � � I GROUNO SHALL 8E LEVEL AND FlRYLY SUPPORTEU ON A MARK HxWxO REINF. BAR I � ( CONCRETE SLAB OR OTHER APPROVEO MIATERIAL 12 6xt 2x12 EXTENOIN6 NOT LESS THAN 3 INCHES A80VE THE �`' � � 15 7x15x15 AOJOINING GROUNO. SUqi SUPPORT SHALL BE IN I ( � � I ( ACCOROANCE YN1H THE �IANUFACTl1RER'S fNSTAlLA110N 18 8x18x18 �n INSTRUCT1aNS APPUANCES Su�EWOED FR011 THE t100R - 20 9x20x20 ( I I I �iAt1 HAVE A CLEARANCE OF NOT LESS 1HAN 6 INCHES o " 24 1Ox24x24 3 4 EA. WY. � � ��' oNo �Z DTT2Z TENSION 11E � �� 30 12x30x30 3 4 EA. WY. I �� 12 ( N1305.1.4.2 EXCAVAt10NS. a „�z 32 12x32x32 4 4 EA. WY. � sauD EXCnVA11oNS FOR APPUANc:E INSTu�.AiIONS SHAu. ( '' 3 �N.,_ ( � — — — — — — — — — �' BLKG — — — — — — � I EXiEND TO A DEPiH OF 6 INq�S BELOW THE APPUIWCE �,n 36 12x36x36 4 4 EA. WY. S(XIp —N - - (_1._ �= 15C 8x15 CONT. 2 4 CONTIN. ANO 12 INq�S ON AI.L SIOES, IXCEPT THAT THE n f- �� BLKG L . . _ _ — _ — —_ — — . . — — — — — �� CONTROL 50E SHALL HAVE A q.EARANCE OF 30 INqiES. C/ ! � ��= ALL EXTERIOR FOOTINGS TO EXTEND HUC26-2� �a � ��US26 ' '� a � � � � > �� 18" BLW FlN. GRADE (�IN. UNLESS =pp = = m = = m = N1305.1.4.3 QECTRICAL REQUIREMENTS. W Q j NOTED OTHERWISE. STRIP ALL W000 �a � �° � f- ¢ �- r Q F- A LUNINNRE CONIROLLED BY A SNiTai LOCATED AT iHE � �,,, . I cn cn = � �/1 u1 cn cn REQUIRED PASSAGEWAY�ENING ANO A RECFPTACLE � I FORt�S PRIOR TO BACKFlLLING. � (I� N � (I OUTtET SHALL BE INSTALLED AT OR NEAR 1HE APPIJANCE O '¢ � rnz I � � eP LOCAiION IN AC(:ORDANCE YNTH f�iAPTER 39. EXPOSED I"— � : ' a � LAMtPS SHALL BE PROTECTED FR011 DMiAGE BY LOCATION � � N N HUC26� � r�12 PT 4xfi HF#Z F-02 r�12 (— 1� OR LANP GUARDS. � w o? . —�� Y =z ��o�o�ac aev L — —= L -�— — — —� C") o "� f1RL HT PT 4z4 HFf2 C�L PT 4x4 FIF�2 � �o (TYPtCAL A 2 LOCATIONS) EP844T BASE M � SECURE TO FT� W/A8tl44 8C4 CAP � " dt TO 8�1 ABV W/�CCQ44 6'-� 6'-�' 6'-4Y c° te'—oY' to'—ttY' 30'-0' FOU N D ATI ON P LAN ��: y� = 1�-�� � 2 �i�� `� o� ��1��D F�� 1,��' 7