|
II� I � I � It REVISIONS S't'
<br /> � C ����5 : ��l�Fl�l����� l�l I�l� I �S :
<br /> ,4LL DECKS TO B� GONSTRUGTED PER 7H� FOLLOIUIN�s GOD�S, DETAILS, t TABLES. 12�-D�� 30�-0�� +/-
<br /> —S� 2012 IRG FOR MORE INFORMAtION t FOOTNOTE EXPLANATIONb 1. SILLS PER ENC=INEFR'S NOTES, SEE EAGN SNEAR WALL GALLED OUt AS
<br /> REQUIREMENTS CNANCsE PER INDIVIDUAL SHEAR WALL 5�-6" 2'-�0" 4'-O" 12'-3" 2'.-�" �_ �r�'_p"
<br /> R50'f.l DEGKS. _______
<br /> ., —
<br /> WNERE SUPPORTEp BY ATTACF�MENT TO AN EXTERI�R WALL, DECKS SNALL BE 2, INStALL 4" PVG DR,41N PIPE BELOW FOOTING � LOW POINt �OR
<br /> f'OS171vELY Ah1GUORED TO TµE PRIMARY STRUGTURE AND D�SIGNED FOR BOTN POSItIVE DRAIN,4CsE DURINC= GONSTRUG710N, vERI�Y PLAGEMENT O� 4
<br /> VERTIGAL AND LA7ERAL LOADS. SUCN ATTACNMENT SNALL NOT BE ACCOMPLISNED I� ' �� � i �� , „ �
<br /> 1 -2�'4 6 -4i4 6-4 6'-4ia�� 2�'" 5�_6��
<br /> S7 TI-IE USE OF TO�TJAIL''-v OR NAILS SUBJECT TO WITHDRAIUAL. WNERE POSItl1/E
<br /> PER�ORATED �DOTINCs DRAIN PIPE IN �REE-DRA�NING CsRAYE1.. BASE P.T, 4x4 POST, FOOTINCs
<br /> TO DECK BE�4M, lU/ 81MPSON
<br /> ON CTION TO TI-!E F'RIMARY BUILDINCs STRUCTURE CANNOT AC4 E ACE4 � TOP. 6 Tl'F'.
<br /> BE vERIFIED DURINC� INSPEGTION, DECKs SHALL BE SEL�-SUPPORTiNG. 3. FOOTINCs SIZES GALGULATED USINCs ASSUMED MAXIMUM SOIL BEARINCs EXISTING SLAB <
<br /> FOR DECKS WITN CANTILEvERED FRAMIN�s MEMBERS, CONhlEC710NS TD acT�RIOR OF 1,500 POUNDS PER SQUARE F007 FDN. TO BE O
<br /> IUALLS OR OTNER FRAMING MEMBERS, 5NAL1 BE D�SICsNED AA1D CONSTRUCT�D TO REMOVED R P.T. 4xro HF•2 � P.-, 4x�o #-�P�2 RI a 7 4>:h �!gQ? �
<br /> RESIST UPLIFT RESLiLTINCa �ROM TNE FULL UvE LOAD SP�CIFIED IN TABLE R301.5 �— �_��� �__ _,����__'��; -,�,�„=�_-,�,�,(_�—_-.-�_�___ _ ,`�
<br /> AGTING 01�1 TNE GANTILEVEREp PORTION OF TNE DECK. 4, SPEGI�IC MANUFAGTURER OF I-JOIST t0 BE DE7ERMINED BY BUILDER. BUI�DER — t
<br /> t0 USE MIN. S�4FE SIZE/SERIES FnR EAGN SPAN PER MANUFAGTURER�S SPEGIFIGATIONS. �'-6" � ���? -- `"� �'_��"
<br /> R80'7 2 DEGfC LEDCsER CONNEGTION TO BAND JOIST c�t' ' '� -� i+ I
<br /> „ s� �u�iN�'s
<br /> 3'- i 1!!lro
<br /> 10-4�'4 CVERIFI') NOTE '63R' �i� 19'��i4" CVERI� � 5EE NOTE N5 �
<br /> FOR DEGKS SUPPORTING A TOTAL DE51Csrl LOAD OF 50 POUNDS PER SQUARE �OOt 5. NOLD-DOWN TENSION DEvICE FOR �LAtERAL LOAD CONNEGTION� PER IRG r807.1 zxio � �e , sr L PER
<br /> 123g4 PAJ [40 POUNDS PER SQUAR� FOOT (191� PAJ LIYE LOAD PLUS 10 P011NDS PER C2 tYPIGAL � DEGKJ SEE DECK NOTES, TABLES, t DETAILS 7HIS SHEET 4 b/16�� 2�-�o�b�� 6� 83b�� 8�-(o�b�� ��iNE�R'8 NOTE ' 4L' � (3 @ �
<br /> SQUARE FOOT 1479 PA) DF�4D LOAD1 THE CONN�GTION BETW�N A DECK LEDC��R O� ���-3%°+/- SEE NOTE •6
<br /> PRFSSU�2E�PRESERYATIVE-TRE,4TED SDU7HERN PINE, INGSID PRESSURE-PRESERVATIYE-7REATED � — — — — — — — — _ _ _ _ _ � — — — — — —I — — � - _
<br /> r — — — — — � �
<br /> N�M-FIR OR APPROYED DEGAI'-RESISTANT SPECIE5, AND A 2-INCH C51 MM� NOMINAL LUMBER 6. INSTALL SIMPSON AVCNOR BOLT FOR SIMPSON NOLDDOWN ABOVE I � o � o - - o . � . a . —' ' ' '--- --- ��
<br /> BAND JOIST B�ARINCs ON A 51LL PLATE OR WALL PLATE S+�ALL BE GONSTRUCTED W17N I/2-INCN ILOGATE AND INSTALL PER MANUFAGtURER'S SPEGIFICAtIONS�, SEE G . n / � � � , ' —�— '�/ � "��� ' ' '� /� � '� a I
<br /> — — = - ----- -----� =------ ---- — --- -----
<br /> -
<br /> '— — — —1---
<br /> � SEE NOTE• SEE NOTE�6 — 1 N --
<br /> 112.� MM) LACs SCREWS OR SOLTS WITN WASHERS IN AGGORDANGE W17N TABLE R50�,2, LACs SCREWS, ENCsINEER S SPEG9 t NOTES FOR SIZE/TYPE. vERIFI' LOCA710N W/ NOLDOWN � P I � ; _' I I I , I L — , � 'd` O
<br /> SOLTS AND IUASHERS SHALL BE NOT-DIPPED CsALvANiZ�D OR STAINLESS StEEL, LOGATIONS ABOYE I ° V I � � I I I = I � I �p - .na.o
<br /> , n► F , � o c�,
<br /> � � � � � T SF� xoT� •6 � � � � � � ,i� a T i i ^ �i, cA
<br /> R501,2.1 PLACEMENT OF LACa SCREWS OR BOLTS IN DECK LEDCsERS AND BAND JOfSTS. "►, 4x4 POST ON 90�" FELT, USE 4x6 POST AT SEAM SPLIGE t 6x6 g EXISTINCs Sx8 BEAM. � � � � - � � _ �Q� �a• � � �
<br /> TI-4E LACs SGREUJS OR SOLTS IN D�GK LEDCsERS AND BAND JOISTS S4-IALL 8E f'LACED IN
<br /> AGGORDANCE WIT�! TABLE Rr�-0�.2.1 AND �ICsURES R501.2,ICu AHD �z5o�.2,1�2�. GONNECT POST TO BEAM W/ Ix4x12 C�USSET BOtN SIpES OR SIMPSON BG POST GAP � � 2x10 FLOOR JOISTS 9 16" o.c i BEAM PER O � I � °N � � i I �t
<br /> IvERIFY SIZE�. GONNEGt POST TO FOOTINCs W/ SIMPSON A33 COR EQUAL) NAILED TO � SEE ENCsINEER's r�ot� '41J� ; �''�., �658� � , r i ' � � � �
<br /> � ll-IANC3 FROM LEDCsERS - ' TIT
<br /> R501.2.2 ALTERNATE DEGK LEDCsER CONNEGTIONS, POST AND POSITIYELY CONNECTED TO CONC, FOOTINCs BELOW. I � I i I I r I I , - P05T8 PER � � EE NOTE �6 � �`
<br /> DECK LEDCsER CONNECTIONS NOT CONFORMING TO 7ABLE Rr-�07.2 SHALL BE I �p POSTS PER I I I I � � "� ��
<br /> � WHERE SNOWN) � � ' ��., '�p' �
<br /> D ESI C s N E D I N A G C O R D A N C� W I T H A G G E P T E D E N C x I N E�R I N C s P R A G T I C E, C s I R D E R S „ „ „ �� I � � � � � � II E;y�., ,y��� � � N }—
<br /> A O EXISTINCx 8 x8 x23 GMU BLOGK WALL, APPROX 24 IN NEICsNT W/ EXISTINCs N � .�. � I I � �I+I� � F � � U-1
<br /> SUPPORTINCs DEGK JOISTS SNALL NOT $E SUPPORTED ON DEGK LEDGERS OR SILL PL�47E ABOYE. _ � I 2x10 LEDCsER, INSTALL PER _� � ;��8 � �r I I I � �� IOO ; O Q] �/
<br /> BAhID JOISTS. DECK LEDGERS r-vNALL NOT BE SUPPORTED ON STON� OR MASONRY YENE�R. ENCsINEER'S NOTE '64L' � � � BEAM PER , �, � �
<br /> E R
<br /> Rr-�01.2,3 DEGK LATERAL LOAD CONNECTION. „ „ �i I , I i tI1 0 I I - � I t I i O ENcs., '65B' � �
<br /> BO EXIStINCs CONC. FOOTINC�. 12 WIDE t 16 DEEP CMIN., WHERE TEStED�. FOOtINCs IS aD I � I � � i.n I � O � � r � I � , � � }
<br /> THE LATERAL LOAD GONNECTION REQUIRED BY SEG710N R50'T.I SNALL BE PERMITTED TO P i I � � � �
<br /> FLUS�4 W/ EXTERIOR EDC�E OF CMU WALL ABOvE. � a I � � � �`' � ��ooR sY 7EM FOR BASEMENT: � '1 '
<br /> BE IN ACCORDANCE WfTN FIGURE R50�.2.3. WHERE TNE LAtERAL LOAD CONNECTION IS � � � I I I i r EXISTINCs � OOR JOISTS s 16" O.C� ^ �I �
<br /> PROVfDID IN AGCORDANGE IUItN FICsURE R50'f.2.3, HOLD-DOWN tENSION DEvICES SI-IALL BE �__� �
<br /> C� EXIStING INTFRIOR 6" CONG. R�TAININGs WALL «3 �° NEICsN7 FROM SLAS S�LOW) � I W r � �� I I _ I �� � � (1 3/4" x 9"J i `
<br /> IHSTALLED IN HOT L�SS THAN Tw0 LOGATIONS PER D�CK, AND EACH DEYIGE SI�A�L HAYE � � � � _ SEE � Cs�NE�R'S NOTc '42J' ; O �� Z }
<br /> Ax ALLOLUA�LE STR�SS DESICsH CAPACITY OF HOT L�SS tHAN 1500 PODUDS �6612 N�. W/ 24° OF CMU BLOCK FROM tOP OF WALL TD UNDERSIDE OF FLOOR AB01/E i a i I I . I SEE NOTE •� � � � -� I i , ie � ;�I ; ; � � � � 'd
<br /> 2x10 LEDCsER, IN&T PER � � I � � � � � � ° �f �' ' I �x�a�;t.c: ��cG�. su�=oet IN ; �,� + !�' �
<br /> I I - I ` �r , �� �/
<br /> 1 C`2,Gf!'_F`�fiG�. 6.xt-� �,':wt'� W/
<br /> TAA��R507.2 FA57ENER SPACING FOR A SOUTHERN PIHE OR HEM-FTR DECK LEDGER AND A 2-INCH-NOMINAL SOLID-SAWN SPRUCE-PIIVE-FIR BAND 303ST�• •a Dedc live D EXISTINCs FOOtING At INtERIOR RETAININCs WALL NOt KNOW W � � EN�sINEER'S NOtE ' 4L' � I T �+ � i �1 �v � (1 !�
<br /> � � � � Sr,t�SEAI"f ,IaBCYE. EXIS`. FTC's. i � "' J,�J
<br /> i ioad = �44 psfi,deck dead load = 10 psf) � � � 1 � I � I � � I I � I � �� I si D TO 6E YERIFIED, euowu � � ,� �
<br /> EO EXISTINCs GONG, SLAB �LOOR _ � D � I I _ �.c� � , I � I I A 12x12x12. LOGATIONS/SPAGING ; �,, � � U
<br /> �
<br /> - �1�I I T SE VERIFIED i n �
<br /> 6' and 6' 1"to! 8' 1" to 10' 1"to 12' 1" to I 14' 1"ta 16' 1�'Lo � I i a_�
<br /> �UiS I SPAN iess 8 � ld I 7 14 1 16 18 � i �i � .
<br /> . . . , , . 0 � �7 � a I � � � I I � � �
<br /> O EXIStINCs 8"x8"x23" GMU BLOGK WALL. �4PPROX, 40" IN NEIC3NT W/ '¢ W � � ' � _ �
<br /> � �
<br /> , � _ � m
<br /> P 9 EXIStING SILL PL�4TE ABOVE, � � �- - - -`, - �, - _ � - � ' �' � �,,I ' � �
<br /> Connectian deta�s On-center s acin af fastenersd, e
<br /> > � - - - � i lv-3%�° �, � �n '-ii° `� '
<br /> '{� inc� diar?�eter lag screw with Is�32 inch � ; X D � � � � � � � � _� � .� � � � ° � �� � ; � i r �����---�------ ------� ' � �
<br /> 30 �3 � 1� 1� 13 � il 1Q � �j I ,
<br /> rr�aximuR� sheathi�ga + � O �CISTINCs 33" CRAWLSPACE ACCESS � ` - - - - - - - - - - - - - - - - - � � i � � x � ��'` X �
<br /> , ; � I � �
<br /> 1 � 15 s - � � � I � � I I'� � N�U1 2x4 �c`ARIi<G tllA,i.L� ABY. ' � ��, � � O
<br /> /: inch d="�r�ieter boit with /�z inch rnaximum sheathing 35 36 � 34 2Q 24 1 21 1'� HO I'-6" t,4LL, 6" GONG. FOUNDAtION WALL W/ *4 HORIZONt�4L REB,4R `�' � � � � � � i SEE E3ASEM�'7 FLOOR r"'LANJ I ; ' (� �
<br /> 1 15 i� ' ! GONTINUOUS � tOP t MID-HEICsHT, t W/ M4 REBAR YERTIGAL�Y INTO FTCz. , , � � � � i I B�RINGs ON EXfSTINCs CONC. S 8 � �
<br /> /z inch diameter bolt witfi J32 inch rn�ximum sheathing and , inch ! I I D4 � I �y I � Q U.1
<br /> � 36 36 ; Z9 2d 21 I �g lfi BELOW s 48" O.C. * _+ T � ,�� ;4 � � � i F � ; + � �- �
<br /> st$cked washersb, h � �° , � !_ � I I � � I � I I -
<br /> JO 1�-2" x 8" GONGRETE �OOTINCs W/ (2)"4 RESAR CONTINUOUS �p -��'� ��� _ j �T�`I'� � I �Y , � ; ! �5� "cTF '� � Q
<br /> I�'A�LE 507•2•i PIACEMEN7 OF lAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND]OISTS � � ;' � � Ex) �--(� I �,� I�-(� s�� r;- � , � �
<br /> O 8 GONC. BR�4CED RETAININCx W�4LL W/ REBAR � FOOTINC� F'ER ENCsINEER S DETAIL t TAB E. + , �2,-2„ +i_ O � i I i �,_�„ � � � 12�_2��+�_ O � i \ �
<br /> SEE ENCxINEER�S NOTE �l3RW�. VERIFI' NEW RETAINED HEIC�HT TO DETERMINE REQUIRED WA L . , D � {-
<br /> MINi�IUM END O�PID EDGE DIS�i ANCES AND SPACING BETWEEN ROWS - � -
<br /> THIGKNESS < REBAR. SNOWN FOOtINCs IS NOT TO SCALE, IEXIS71NCz WALL BEINCs REPLAGE �� i C D i � � i � i .r i ° � � � cp
<br /> TOP EUGE BOTTOM EDGE ENDS ROW SPA�ItVG is �� ��� Y��� � i I l, I I �I I I I I
<br /> (1
<br /> s �� �� ; - - - - - - - - - - - - - 1-- -�- -� - - - - -� - i� -� - - - - - - - - - - - - - - T�- �
<br /> 1 P(�[�P� 7 inchesd �,� If1Ch ? inrhesb 15� It1Ch2S� O NEW 36 x10 CONTINUOUS GONC, FOOTINCs W/ C4�4 REBAR GONTINUOUS g MID-NEIC�NT. '
<br /> Bat'1(� �OIS�� 3fq �nCh Z If1Che5 Z inchesb 15/8 inCheSb SEE ENGINEER'S NOTE '�6FR' FOR ADDITIONAL DETAILS/INSTRUCtIONS + `, _ � � , I = �
<br /> ,- - - - - - - - - - - - - - � I— '�t
<br /> � - -� — — �- - - - - - - - - - - - - - - - '- � � �
<br /> OM NEW 24"xl0" CONTINUOUS GONG. �OOTINCs W/ 13��+4 REBAR GON7. � MID-HEICsNT, � �° \�� � I � � I RIAIULSPdGE8x8 POS gTUJ/' I � o I 0 �t
<br /> IYERI�Y PLACEMENT O� �4NCNOR SOLTS �OR HOLDOWNS ,4BOYE PER ENCsINEER�S + � �� � � 3 � � Sx8 SEAM ASOYE. IST. FTG. � � I �
<br /> � i � � � � n1 � � � I � d I 91ZED TO BE YEi21F , SHOWN i i
<br /> z sT�,�ce�rtis-cHERs NOTE 16ND� SEE ENCsINEER S NOTE �6FR FOR ,4DDITIONAL DETAILS/INSTRI�GTIONS ON ' `, Q � � + �F � � ,as nxisxis -r � � tip
<br /> � N �-$" � � - - �Z � � I � a I
<br /> �_ �N 1 aaws � FOOTINCs �', � � � �0 Q Q N � � � I
<br /> f � - � � � i � �- i � , '
<br /> � � �5�ti+�rv Fo�2 x a• •[�iSTANCE SHALL 8E PERMITTEO Tt� � � NO 6" CONG. FOUNDATION vENt. I REQUIRED, 2 SNOWN FOR CROSS YENTINCx 3-0 � � I � W� � � L � ; o �
<br /> 5"►Jlqx ( fi 5"MifY FRfi 2 X ttl ,�RE U3 O ORrB�LT SPACNG S��WS E I II �i I ' J i � '�� I � L J
<br /> � � � 7.5"MIN.fpR 2 X 12
<br /> �Eouc�n ia rtiAT oF�Ac scR�vvs . P 30" GR�4WLSPACE AGGESS OPENINCs l24 x 18 MIN, PER GODE) � ' I-{ �, � I � '��,� ���3i �
<br /> TO A'fTACH 2 X�LED�'iERS TO 2 X 8 . ���� :'�t?'Jf�^IS'S O I i � I —I ;i � � :'' c� �'="+`-�r.u.a�. � +
<br /> 2"iytitd �ANO JOJSTS FiJ{I�H�#�i3's 1 �� -�— — — — — — — — — — — , � /�� ��dGrN aeo���,� _
<br /> ��p�ER �nG SCREw pa 8p�r ��a-�,eirv. ������� • � QO 4 GONC. SLAB W/ NIGON FIBER OR FIBERMESI-1 tl-IROU�sNOUt (YERIFY � � I � _ _ �' _'L _ =_ _ _ _ � ; � �` �
<br /> ' �— — — — — — -- —� SHEARWA_L PER , � O .O �
<br /> � �
<br /> W/ BUILDER) FOR NEW MEGN. ROOM _ � VERIFT ;ll/ REQ, GLEARANCE + I � E"��N 's NOT � w � g�_p!� � � �,
<br /> I � VERIFY PLAGEMfNT � �
<br /> � � E GRADE TO BE EXCAVATED O I gEE NOTE "6 � —.
<br /> � �� _._,,._� _,r.,� �.,,,�....:. � _i I � — — — — — — — — — — — — � W/HOLDDOWN LOGATIONS �c
<br /> �� OR P.T. 4x6 POS7 EMBEDDED IN 16" DIA, x 36" GONC. �OOT, � ;�� 9,_6„ � � � � a,s�eQuiReo sY�cis?i�s�a NG � a
<br /> ____� ..W._... � _ �/ � _
<br /> �or SI: i inch - �5.� mm. PER ENG�INEER'S NOTE '8EP' •uA:�Aavv�. 5e��NG�N er��s �
<br /> � � � , � � --�-- �LO�i� S�'ST�� rG� A'i4�t� FLOD�; � �..co��i.,axs:�;cr=s � W ai a ?,
<br /> 1!:' �� - � I � �i;�-':iSC- r�G�G,ri' J����'; � !.'.:.-���.f., '� ' n/ p � n
<br /> �C�UFt€R�07,2.1(i)PLACEIAfNT OF tAG SCRc'WS ANd BOE75 IN LEDGERS � � ��it���L'� �:�f3 ° ° , 6�1 �r I ` I � � I � � `�" E r� 3
<br /> .
<br /> � O 24 xl0 GONtINUOUS CONG, �OOTINCs W/ (3�4 RESAR � MID-HEICsHT, SE� ENCsiNEER S � p I D I .� I i ' �? �i�,.�' ;; �'°�' ; ;,� � __ � � N �
<br /> . s NOTE ''15�R' a' ' I v ° � � � �� � i , � = q@�
<br /> �_��� € � ��� o� _ m ; i -1-� � �� Z � o >,
<br /> I � ��� �?�lC:,�i�..�'� ��"' ,�J'
<br /> � � ' � - I � � � i � � m �
<br /> ����t������ � ����-`����' O REPL�4CE EXIStINCs FDN, StEM WALL t EXISTINC� FOOtINCs W/ NEW 6" CONC. FDN. � � � T � � � �
<br /> Na�:ing � ,� ; I I � ,4 , � �
<br /> � WALL 4 �OOTINC� PER NOTE '�4FG', ENGsINEER�S NOTES I ° _ , � _ J � I � Q Z L
<br /> � N�LD-QC7V1J;'y JR SIMILAR � , '- -------- --- ------ -
<br /> Tc�1S1Q�1 bEVIC� � �� �� � . � � � � ; i , -- - �-- -- --- ------ --.- -- --� Q
<br /> UO NEW 2� x10 GONG. �TCs, W/ (3��4 �ONCs. REBAR 3" FROM BOTTOM. GUT EXISTINCs SLAB t ° I ¢ �
<br /> � � t r�G�T �:��� ��� o , � , , ; o � ; , � � � � 8
<br /> fNStaLL W/ TOP �LUSH W/ EXISTINCs S�AB, SEE ENCsINEER�S NOTE 'nFR� _ � / - � M `°
<br /> r_oo� v�c�-��r�C r���� .�� , �. _ _
<br /> 6 �PJ. MAXlMUM Ot�1 CENTER TC � � � .... . -� L J
<br /> __.�
<br /> � � _,
<br /> - - - - _ _
<br /> �� �� 3�-O" -�' 3�-O" = � � U
<br /> ������ ��H ���`� ;�'��� , OY 6" GONC, STEM WALL W/ 18"x8" GONG. GONTINUOUS FOOTINCz. SEE ENCsINEER�S NOTE ��1FG� FOR RESAR � �
<br /> � ' D�ck i.RdQ�s
<br /> _..�__ __. _.
<br /> � a J 4 � R E Q U I R E M E N T S < ,4 D D I t I O N A L N O t ES. 15'-8�'a" 14'-3i4" � � °
<br /> m � �
<br /> � �� ' _` � ��k J:,i�' !.:,� �t;1`� � CVE�IFY� IVERI�Y)
<br /> 30'-O"
<br /> � � � "r WO 8" GONG. CANTILEvERED RETAININ�s WALL W/ REBAR t �OOTINCs PER ENCsINEER�S DETAIL t TABLE. - 1�,17
<br /> + + + � + + �_„��f
<br /> ' SEE ENCsINEER�S NOTE '�2RW', vERI�Y NEW RETAINED 1-IEICsNT TO DETERMINE REQUIRED WALL ' j R� ,,.�-;�
<br /> � + 3 � # } �'� � THIGKNESS � REBAR ISNOWN �ODTINC� IS NOt TO SGALE�, SrEP PER CsRADE, ADJUSTINC� WALL �0������0� ���� At��A ISUPPOR7 POStS/PIERS� UNDER �'�,y ,,., " �
<br /> �
<br /> �� t FOOTINC� PER TABLE
<br /> MAIN STAfR WALL d SUPPORT W.4LLS ' �`'""�` � '
<br /> " _ ' " TO BE SPRAI'ED UJ/ �NO BURN' FIRE _� �
<br /> �- SCALE: 1/4 1 -O
<br /> X � RE�ISTANT SPRAY, PER SECTION �0�,5 � �/F,"�!�� ;
<br /> -YERIFY LOGATIONS �� •1��:��
<br /> SEE �1�1CsINEE�?'S SH�TS 51-83 '��� Qr WAsi���Y°.
<br /> �LC�OR JOIST �-QEGK JtJIaT
<br /> DEMOLItION PLAN NOTES T
<br /> THE CONTRACTOR IS SOL�LY FOR ,4DDITIONAL NOTES t INSTRUCTIONS.
<br /> RESPONSIBLE FOR S+�ORINCs ENCzINE�'S NOTES SUPERG�E ANY C�NFL(CT
<br /> METI-lOOS. NO INtERIOR FRAMING IS
<br /> � v � TO BE REMOv�D UNTIL APPROY� — --------------
<br /> B7 S7RUCTURAL ENCsIN�ER.
<br /> i-�t SI: 1 ii"1�}l — 75_4 i71R1. ALL CONStRUCTION DEBRIS TO BE
<br /> _,,, DISPOSED OF IN A SAFE AND LEGzAL O
<br /> � MANNER BEST PRACTICES IN MILLENNIUM D�SICxN
<br /> FIGURE 507.2.3 DECK ATTACHMENT F'OR LATERAL I�ADS ': StILvA�E < REC�'CLING ARE
<br /> ' � ENGOURAGED.
<br /> 360-4243334
<br /> � troy @ drawnbym111ennium.com
<br /> 2� ��f� � ; ' 'r—�E��`�i�� - GRAYED LINES REPRESENt ITEMS
<br /> ; 1.`�i$'N];P�7� ' �_ �� t0 BE REMOYED INCLUDINCs WALLS, DRAW�I
<br /> ; s t�� : � i K `--� I 000Rs, wixoows, CABINE7RY, �rc. �ITY O�' �V�RE�"T D�
<br /> �`��'/I� °
<br /> ` y� —t � �• ; �a� ������v�� ������-s ��' ��h�1�/I� � io-i�-i6
<br /> ��' � M�--..,,� ��-� � - ALL PLUMSINCs FIXTURES TO BE `� �
<br /> + INED F� - ��
<br /> _.��
<br /> . �, .,,: _� REMOvED t APPROPRIATELI'
<br /> ��
<br /> FLC7QR �R�M1NG � �� �•� j � TERMIIVATED OR PREPPED FOR JOB NO,
<br /> • �
<br /> � ��`. y♦�, �: ,��;�;}.{,q���R NEIU PLUMBMG CONNEC710NS. I6-190
<br /> �XiST1NU i.-1: -• ;,• ;.•
<br /> � e {. �. y � � - ALL ELEGTRICAL TO BE ��;
<br /> C?�f���1T#C3=J W�`.LL-==�-�1�_ REMOYED.
<br /> - ALL M�GI-lANICAL NVAC ITEMS TO
<br /> For SI: i inch = �5_4 mm_ a� RErtov�u. �
<br /> u �
<br /> - MISGELL4NEOUS RAISED SLABS IN
<br /> •O
<br /> BUILDER TO VERIFY ALL DIMENSIONS. GONSTRUGTIGN TD GOMPLY UJfT+� TI-d�
<br /> �IGURE R5Q7.2.1(2) PI.ACE6IENT UF LAG SCREWS AND BOLTS IN BAND JUISTS BASEME1�lT TO BE REMOvED, 201� INTERNATfONAL BUILDINCs COD� AI�D ALL Af'PLIGABLE LOCAL, STA?c
<br /> AND FED��'iAL 6UILDINCs GODES.
<br />
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