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HomeMy WebLinkAboutB14-0439 plans approved 2003 FRAMING PER PLAN ORIGINAL WALL PER PLAN � EXISTING ROTTEN FRAM I NG 2003 BLOCKING PER PLAN � ORIGINAL MASONRY FOUNDATION _ ORIGINAL FOOTING ss�-o� 99'-0" A D ETAI L A S� EXISTING 3/4" = 1'-0" 106'-0" 2003 WALL PER PLAN ORIGINAL FRAMING PER RLAN (1982) REMOVED IN 2003 99'-11 1!2" _ __ __� � - -----'� �� � ° � � � � � �,�- �',i 11 ; ,ni�� , ,� - i ' 2003 SLAB PER PLAN 97'-0" 2003 FOUNDATION PER PLAN TOP OF 2003 REM.PLY. 106'-0" TOP OF ORIGINAL PLY. 99'-11 1/2" �TOP OF 2003 SLAB 97'-0" r_vic�ru�n n ��7�� �l��CT G1 'IR"n r TCl RFMAIN V�_ . _ z ¢ � w o � '' S3 U � � �� io � � i �- I � I O �(V z ��— TOP OF 003 REM.PLY. 106'-0' TOP OF RIGINAL PLY. 103'-11 1/2" TOP OF 003 SLAB 97'-0" � j ORIG.TO�iV 103'-0",� S'fEP -�� i �, �� % ,�;;� \` , � � � '\ % � ORIG.TOW 103'-0" ORIG.TOW 99'-0" A S1 .- -� -- ORIG.TOW 99'-0" : � iawn of Vall � �.K,�r c� �. ;�� , ` � � � � � , , � � , �: � � ` � � 1 i W J _//� U \ � U \ Z 1 w > � _ _ — � H � � � ----� W -- I a d�'� a � ( ( �7� pWC r o Z Q � ° o I F > O � U A � J �' a �' > � O 0 � � U .0 0 v � a� � � .^ � Qi L � �-m N m �m � a � N� 0 00 D U o� d> �� C� C� � � � I� o ', � w D N � � �.���� ;� � ���� W m � Ij M � w T01�/N S�A I L o jl o � a�� �G �� ��� 1D� Ce-�c�.��1e� -f o c�. cv✓to<i-fic�n " I' - ,S �� Qr - c �J�'G� �vta-��cs -��Q exc s{�n ��,�,, Il,il ,�I�, �; � , M . � II �� � ��k s ���� � �� �' I � --� w f . P � � � AND FOU ND A T 10 N PL AN , EXI ST I N G F RAM I N G _----_ __--- � 93'-0" 1/4" = 1'-0" NoRrH S� OF 6 ORIGINAL WALL PER PLAN � 2003 EXTERIOR SLAB —"' ORIGINAL MASONRY FOUNDATION 95'-0" DETAIL C EXISTtNG 3/4"= 1'-0" 106'-0" � 2003 FRAMING PER PLAN EXISTING ROTTEN FRAMING ORIGINAL FRAMING PER PLAN (1982) REMOVED IN 2003 99'-11 1/2" _==I u � . 2003 SLAB PER PLAN 97'-0" _� 2003 FOUNDATION PER PLAN 93'-0" 2003 FRAMING PER PLAN , EXISTING ROTTEN FRAMING � � d a d a G G G J ' 2003 CONCRETE SUPPORT � a a � a 4 a a a d 4 � ° � G °'� ° � c � ORIGINAL WALL PER PLAN a � � a � a � °a � � � � , a a � a a � a a a � a � a � c � � a _ ,�•- D ETAI L B - -_' � ��, B S2 EXISTING 3/4" = 1'-0" � �� � 106'-0" v __— _ —_ "— � N� � �m a � O i� � � a� _.___. � 2003 FRAMING � a o N� PER PLAN � D°g a� o= s � I :.,��i<�'��� �j/ d> � �.. �: A�`$ 2003 BLOCKING "`^�`�w�"'- ' PER PLAN i W J U � ORIGINAL FRAMING V PER PLAN (1982) Z VE DIN20 03 REMO W > Q - -- 99'-11 1/2" � __ _ -�- (A � W ��-- Q � I Q) -- -—99`.1�" II' � N � W r O �� �� � d 4 � a , � z ¢ II Z O � � 2003 SLAB PER � � > O PLAN ' a m U J I Z � > Z 97'-0" �ll O Q ���� � � �' z �������I,�� �' W I '—I�I!-1�I���, N �'i J ,1i.�`i-'-�llr, _ , � ��111=� _11 i- � l ��11=ii1 I 11=1 I 1`=1�_y-y�, (� ��- W m ��=111=!='i'� m M llll=—Ill-Ill�;i_ �Itilllslll�l-Il��ll��ll1= O p _I11-� ��,-11I,�i,_`','i= U J - �- i 1_- �_,� - o !=��i�,,i1='i �, ��- �_�_ i,,�-- I` i ii_II!=,i'_�� N ORIGINAL MASONRY -- ' -FOUNDATION ORIGINAL li I 'i � TI NG FO O � 'I�I �III', - -- - _ _ s2'-4^or s3'-o" S2 OF 6 (2003)PER AlS1 � ___ _ - — — 2003 EXTERIOR SLAB ' 8 2003 BLOCKING PER PLAN� 103'-0" ORIGINAL MASONRY FOUNDATION . ORIGINAL FOOTING i� L - - o DETAIL D S3 EXISTING 3/4" = 1'-0" 2003 FOUNDATION PER PLAN �\ ORIGINAL WALL PER PLAN 106'-0" 2003 FRAMING PER PLAN 103'-11 1/2" � � ORIGINAL FRAMING PER PLAN (1982) REMOVED IN 2003 ORIGINAL FOOTING REMOVEDFOR 2003 REMODEL � � 99'-0" 2003 SLAB PER PLAN � 97'-0" ,$. �( � U Nm •C N� �� _ r IO+ a V N N � a o �� •� N O 00 � 1) U L °m � a> S3 OF 6 � . 2003 FRAMING PER PLAN TO REMAIN ORIGINAL WALL PER_� ! PLAN TO REMAIN � I ' �, ICE AND WATER SHIELD FOR UNDERGROUND USE, COVER WITH j FINISH ABOVE GRADE EXISTING ROTTEN FRAMING TO BE ;I REMOVED NEW TREATED 5/8" PLYWOOD � � ��� -_� - ����-11, lil='� , =1 I'i-i i �'�-� i��;I�- I II�- i I � I--�=�-- � i��III��Ill�ll,l��lll,i� _ _ ; '�1=1 I l=1 I I I I l=� �, II�,�II��III��III�� ! -1 I 1=111 ,�� ,,, � ; I �i� l= 2003 BLOCKING �-,i� ,�— PER PLAN TO BE �!- � REMOVED � � � ' 99'-0° , � �:�1- ORIGINAL MASONRY FOUNDATION TO REMAIN \ ORIGINAL FOOTING NEW 4" DIA. PERIMETER DRAfN w/GRAVEL- DRAI�' TO DAYLIGHT .� � � 95'-0" �-�_��^i,�;, �, A DETAIL A S4 REPAIR 3/4"= 1'-0" NOTE-ALL STAINLESS STEEL CONNECTORS REQUIRE STAINLESS STEEL NAILS PER MANUFACTURERS DETAILS. < � G G a 106'-0" o � I �ADD SOLID � g , BLOGKING FULL � LENGTH --� � NEW SIMPSON LUS26SS w/S.S. 10d NEW TREATED 2-2x8 CONT. 2003 WALL PER PLAN TO REMAIN NEW TREATED 2x8 @ 12"o.c. PERMANENT WOOD FOUNDATION (PWF) NEW SIMPSON LUS28SS w/S.S. 10d TOP AND BOTTOM NEW TREATED 2x8 CONT. w/5/8" DIA. S.S. EPDXY ANCHORS @ 24"o.c. INTO GROUTED CELLS 2003 SLAB PER PLAN TO REMAIN 97'-0" � - '�- 2003 FOUNDATION �PER PLAN 93'-0" TOP OF ORI . PLY. 106'-0" z a � w � O � ti 0 � � 0 N T � TOP OF 2003 REM.PLY. 106'-0" TOP OF ORIGINAL PLY. 99'-11 1/2" TOP OF 2003 SLAB 97'-0" EXISTING 9 1/2"JOIST @ 16"o.c.TO REMAIN ORIG.TOW 103'-0" \ D S6 TOP OF 003 REM. PLY. 106'-0' TOP OF RIGINAL PLY. 103'-1 1/2" TOP OF 003 SIAB 97'-0" C S5 ORIG.TOW 99�_pn 0 � : � � � � , � = _ = - '�� - - - - - �- - - - - - � — � � TOW 103'-0"- ORIG.TOW VED TO 99'-0" , g9-0 �� HATCHED AREA DENOTES NEW 2x8 PERMANENT WOOD FOUNDATION � PER STRUCTURAL SPECIFICATIONS I / � REMOVE AND REPLACE SLAB AT / LOWER ELEVATION. FIELD VERIFY EXTENT OF DEMOLITION REQUIRED � , I TO EXISTING SITE WALL AND / i � % i ORIG.TOW 103'-0" � FRAMING AND FOUNDATI ,, , ,, � �1 1 �1 ` � � � �, 1 i- t� U Nm N •C N� �� o Q v L � � � � a o n� •� N p O O � � U L °R � a> W J U � Z W _ � � � Q W N T O Z Q � 0 � � Q m V ORIGINAL WALL PER PLAN TO REMAW \ -- / -- _ ,' 6" MIN. � � � . �- "— , � � ,'�' _ �I —III i����_ 2003 EXTERIOR HEATED 11=��� ��'- --1 � 111= CONCRETE SLAB-ON-GRADE � �--iI II�, __ TO BE REMOVED AND — -- �, REPLACED LOWER PER PLAN - - - SLOPE TO NEW DRAINAGE SYSTEM ORIGINAL 6" MASONRY =_-,� FOUNDATION TO BE I i REMOVED � I�I==-� NEW TREATED i I 5/8" PLYWOOD �,, ICE AND WATER SHIELD �li - � FOR UNDERGROUND I � USE, COVER WITH FINISH ABOVE GRADE _ � NEW TREATED 2x8 CONT. ' w/5/8"DIA. S.S. EPDXY �� �- � ANCHORS @ 24"o.c. INTO � `-; GROUTED CELLS I � ii 2003 MASONRY FOUNDATION TO REMAIN � NEW 4" DIA. PERIMETER DRAIN w/GRAVEL- DRAI� TO DAYLIGHT � � DETAIL C S5 REPAIR 3/4" = 1'-0" NOTE-ALL STAINLESS STEEL CONNECTORS REQUIRE STAINLESS STEEL NAILS PER MANUFACTURERS DETAILS. 106'-0" � NEW SIMPSON — � LUS26SS w/S.S. 10d �2003 FRAMING ��PER PLAN TO RE MAI N �_NEW TREATED 2-2x8 CONT. _ NEW SIMPSON LUS28SS w/S.S. 10d TOP AND BOTTOM EXISTING ROTTEN �-� FRAMING TO BE REMOVED NEW TREATED 2x8 @ �-12"o.c. PERMANENT WOOD FOUNDATION (PWF) —�COORDINATE FINISH DETAILS INCLUDING INSULATION WITH OWNER AT TIME OF CONSTRUCTION TYP I CAL 99'-0" 2003 SLAB PER PLAN TO REMAIN � , � ��QfiING TO 2003 FOUNDATION PER PLAN TO REMAIN � � � ` 2003 FRAMING o � ��, PER PLAN TO � � ; REMAIN �. ---- ICE AND WATER SHIELD FOR UNDERGROUND USE, COVEF�WITH FINISH ABO�IE GRADE NEW TREAT`D 2x8 @ 12"o.c. PERfJIANENT WOOD FOUNDATION (PWF) \ � EXISTING ROTTEN � FRAMING A�JD BEAM TO BE REMUVED � NEW TREATED 2x8 CONT. w/5/8" DIA. S.S. EPDXY ANCHORS @ 24"o.c. INTO EXISTING CONCRETE_.-� NEW 4" DIA. / PERIMETER DRAIN w/GRAVEL-DRAIN TO DAYLIGHT I I r-.� K �r-- � ��� ;_ i � i_ 3_ � ,� a - a Q � a d d .. . .. Q�. . . . O � � a � 4 Q� ° c ` 2003 CONCRETE SUPPORT TO _ REMAIN a 4, a a a � ADD 2x8 BLOCKING ADD 2x6 BLOCKING NEW SIMPSON LUS26SS w/S.S. 10d ORIGINAL WALL PER PLAN NEW TREATED 2-2x8 CONT. NEW SIMPSON LUS28SS w/S.S. 10d TOP AND BOTTOM NEW TREATED 5/8" PLYWOOD � � �� � a ` d _ . a G, a 4 4 O � 4 a a a Q d Q a 4 � c 4 G Q ` d B D ETAI L B ='�_ �� S5 REPAIR 3/4" = 1'-0" NOTE-ALL STAINLESS STEEL CONNECTORS REQUIRE STAWLESS STEEL NAILS PER MANUFACTURERS DETAILS. ��� � � ���� 2003 FRAMING PER PLAN TO REMAIN 2003 BLOCKING PER PLAN TO REMAIN 99'-0" 2003 SLAB PER PLAN �. � � �J � U C ,0+ V a� � � .� �� "'��. �;, � '���� ,� � ',�: N m �� N �m a � o �D N � 0 a c°+ o� o.> W J � U Z W / _ � 1 �T Q � II � � � a � a �- N W T O � - 0 Z Q I�i Z o a� O � O O � � U am � J O — � Q` � � / 97._�n � O _�_,,_'`—__ - �i�,�-�'�:� ORIGINAL MASONRY —FOUNDATION ORIGINAL FOOTING 92'-4" or 93'-0" (2003}PER A/S1 � � J r Z � � N � � W m m M O , O O � N ' I --- Srj OF 6 STRUCTURAL SPECIFICATIONS 1; i'��anafieni i�,'c�c,d Fx�crni33tian d::si�n t�a,:;�ci�?�±i3�ss�u�,�d muxitnum��;uiti+tcnt #]uit�pr_�stit�re�1�t���t�inu:fi�n�x i�?urrcfat3c�n kv�ll�_ �) .�tl#i�t�nd�,i�r�a�r�iend�*�ri��t�tcr c}[`s�ruiture sit<ill i�a�•t�ninisn[s�;�trasi�rnte�:.einn t�f4�"'trr�i�stt,n�czi�Y'acr:ing. :17i fi���n�fati�r t}�ai1s anci cc3��rnnstc�he cctxtenti�n ccv�c°retc foc�gin��uaaless sha�z n ntta.n.icL��n plan�: 3) :�ti luniber:shaii t�e i7c'�ck-#'ar�'_'S�S trr beticr,a3(t�t>int.ini-r.eii 1t�mhes•�ltatl k�c i(rxr�-f'ir'�2 tiY5 c}r lxttvr{�':i(u3�*�er�iti�in I^'s""t�i�i`tt��,i�rracte c�r in s�critta:-t��ith ic�ncrctc niu;t��wc3i:manig��). 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NEW SIMPSON LUS26SS — w/S.S. 10d 2003 EXTERIOR HEATED COIVCRETE SLAB-ON-GRADE TO BE REMOVED AND REPLACED LOWER PER PLAN- SLUPE TO NEW DRAINAGE SYaTEM � NEW TREATED 5/8" PLYWOOD ICE AND WATER SHIELD FOi�UNDERGROUND US�, COVER WITH � FINISH ABOVE GRADE NEW TREATED 2x8 CONT. w/5/8" DIA. S.S. EPDXY - AN�HORS @ 24"o.c. INTO GROUTED CELLS NEW 4" DIA. PERIMETER DRAIN w/GRAVEL- DRAIN TO DAYLIGHT w/ 60 MIL COLLECTOR BE�VEATH AND GLUED TO FNDN.WALL � � ,_� --�-- - -- 6"M I N. I `_.._`�, � � � ° � ORIGINAL FOOTING � — — �-- - - p DETAIL D S6 REPAIR 3/4"= 1'-0" NOTE-ALL STAINLESS STEEL CONNECTORS REQUIRE STAINLESS ST NAILS PER MANUFACTURERS DETAILSI 2003 FOUNDATION PER PLAN � ORIGINAL WALL PER PLAN TO REMAIN 106'-0" __---� NEW TREATED 2-2x8 CONT. ' NEW TREATED 2x8 @ 12"o.c. 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