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HomeMy WebLinkAboutB12-0401 REV1 plans approved . . . .. . . .. .e . . . . . , .. .. _. ._., .. . . . . . . . .. . . . . . . . . . . . . .. , . . . . . . . . . . . . . . . . . . .. . ... .. . . . . . . . . . .. . . . . . 7 .. . . . ._ .... .. . . . . _ ... ._. . . . . .,..... . . . . .. .. . ._ _ .. ... .. .. . . i a�s� Gr� ca� T�� ia Roof �ive �aad _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8C? psf Roof Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf Deck Live Load _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 10Q psf � I EXSTG. POST Deck Dead Load _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 55 psf �{� � Floar Live Load _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - - - - - - 40 psf � � ���,��� � ��.� ����'�� SIMPSflN ABU66 Q��$ � � � a��'��' Floor E7ead Lata�i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 15 psf {PACK SOLID WITH � �, � � N4N - SHRiNK GROUT BENEATN � '� � I I SIMPS4N POST BASE t� � �� � � SEE P�AN 8128'_ p I.OGATiON PER P�AN ) r - � � � ,~�� � � � � ��� �$ �� T. C?. WALL T. O. WALL ,.�.. ,_r.,, I I �� ���� �, STONE VENEER ANGLE SUPPORT Q e • �.` � � ( �iro�i��ii�i.`�% "' � ���� �- ���l� HEIGHT C1F ANGLE EXPANSION � °- a ( � � ( `r�,f�\ : �� • '� �` � VENEER SIZE ANCHC}RS � � STt3NE VENEER I I � � , d � �� „ „ - PER ARCH . '•�' � '�,' I I .- rr`-, ( j I f I i � � � UP TO 8 6x&x�s 3l4 � x 4 C� 30 s' -ra � �' s �s ��� �� "� x �" c� � s " Q � „ 1 I I i '�, �, � � 4�2 STONE VENEER � � � j � ¢ � �� � �,» 4}� �,k-- PER ARCH , ( � (� -� ¢' .-, 14' TO 20' � x6x� �,�"� x 4" C� 12+, � f, �. I I � I ,-. o � d � � � � I l � �' ° � d Y2" EXP . MAT' L., a i�. TM� I I � � oa •--• NOTES: � TYP . i Q STC►NE VENEER I U} � `.• 1 , THIS SCNEDULE IS FOR N �I� - BATTERED STONE i .- � I PER ARCN . l 1 � p' � � VENEER WITH A MAXIMUM THICKNESS QF 6" . � y�, ° E � .� GUNTACT ENGINEER FOR OTHER GC7NDITIC}NS. `�"��i,; d. CIJNC. SLAB � � CONT. L PER 5CHEDU �E � �- 1, ��rii 4 PER P�AN EQ. EQ. = SEE SHEET S1 , TYP. I � � tU 2. �t7CATE ONE EXPANSION ANCHOR AT 6 FROM Q }� �- - -�+ � I ENDS 4F ANGLES AND MIN . 2 ANCH �RS PER SEGMENT. � � 3. ANG�ES M �1ST BE C1R( ENTED AS SHUWN . SEE PLAN a SEE PLAN � , � �' T. Q. SLAB -' „ , T. O. SLAB a d . 4 _ 4 � . BASE �': �/4x4Y2 x1 - 0 W f P4ST PER PLAN Q. �� ( a . e. � � � v � d ° `� � {2) - �„� LA�S Wj 4" �) �) ° � ° ( I U `*� c�o ,�.. � '{ �' �. �_.._..._.�---*— I I v � ,— CONT. L PER SCNEDIJLE A MIN , PENETRATIQN o a ,� .o o _...--- L �t. � SEE SHEET S1 , TYP . i��i���i,:��%�� " „ _ \����o������� 1' � � �����i������ ��,� I (--�—°- EXSTG. RETAINING ��` � x o �'" NCJTCN JOIST 3/4 C� BASE R., r r i r i �� l WALI� � � o t,� , ��''_' d �r������ ` 1 ,V� � � i f p �+ d �� • TYP. 3� TYP . ��,,�`� '� i� ri\\�i,\� '� � m ` `"' �/•� '— /16� �o\ � ') `�/,.�� g ( y,,, —1 EXSTG. CQ� �. � . . iJ/\�l f Z �O n ', r � � !� ��' ' � \ \ � \ \, TOPPING PER ARCH . ! -►' Q ¢ FDTN . WA�� � 4. , ��%��%%��' '� �� � �5' s HOR( Z. t� 16 " O. C. - � �. _ _ �� _ � _ � z 12 C�1 CQNC. PIER � { ) # � � � `�i,.�iri��ri�i 6 � o � �� � 4 - 5 s VERT. ��'i��i�� t-� � 5 D WLS x t° » „ >- � ( EXSTG. CONC. FTG. I . ��`��`� � � (� 48" C7. C. �y ° , #5' s VERT. C� 96 " O. C, „ , o ct, ,� z 7 I I � � 2 -- � 2 � CONT. L PER SCHEDU �E ( 6q � J '�' � „ � � KNIFE �: Y4x3 x4 - 7Y2 Wf i (4)- #5 DWLS x � GLR . # CLR. �» � � SEE SHEE 51 1 I � .� � � #5' s x t��.. EPDXIED ( NTC3 : ( 2} - #5' s CONT. (2} - 3/4 � TNRU - BOL7S d" i� �� �� � 3 T1ES x �� c,� ° I I EA. POST � ,: t� I � 8 i � a 4 ` � 3/4" �x4" Ht7LES DRILLED lNT(� " MORIZ. TOP 8c 80T. 3/4" SNEAI'HiNG 4" _ C� 16" D. C. w �- � I EXSTG. FTG. ° . d ° � EXSTG. C4NC. � 12" {OR 8118' - 8 . � MIN . WATERPROOFING 8118'- 8 �'�` I I � �i� EXSTG. BOULDER PER T. Q. F. ° � ° 4 PER ARGN . T. O. F. � . ° 4 ��` . ' _ PROVIDE 3 �VL' s - � q . r _._. 1 _ � _ _ 1. � ( 1 )- #4 CON7. a . .A ° GEQTECN . ) � � �. ( ) - � o_ � J L �. �. HORIZ. C�1 TOP �%���`��`'i/ ` :�. �'a. a . RIPPED PER PLAN , I � . 4 4 " � ��,,������� . � EA. POST I I ,�," � d a ' � � =c �� i��,, . ( 2) - #5's CtJNT PERIME?ER DRAIN „ „ „ „ -" ( I #5 DWLS x � IN �TG. P�R SOIL'� ENGINEER 4 8 4 BEAM PER PLAN � SEE SCHED. L _ ,. e ._.. � _ _ J (� 12" Q. C. � � EQ. EQ. FOR REINF. 10" ` a 4 � , ^ 4„ � � � . � SEE SCHED . ��� � �" �i, 4 SCAL.E: 31� ,' = 1 , - 0„ 3 SCALE: �l'4„ - 1 '- 0" � SCA�E: �`4" = 1 ' - 0" � SCALE: �'�." = 1 , _ Q,� � : „ � � 51 i � S1 ` Sl S9 ���� � � � � � � � � i ! � {-� � . � ( SCALE: �/4rr � � r� �rr � ( � � � � /^"� g� I � I NOlE: S`iRUCTURAL INTEGRITY OF EXSTG. I I -, � ~ L� ( � � I � RET. WA�L UNKNOWN . ADDiT1aNA� { � � I � � � - - - - - f, � � � I 1 I ( � VERTICAL LOAD ON FTG. IS AL�OWED IF I r� � _.._ .� .� _.__ ____ �` � � � � S411. BRG. IS AS ASSUMED PER P�AN � I L���'S TO !� � � I � � � � ( ��� `�~ �* i I � � No�s. 4 I i � ��� �+�?�2,�6 _.._ � �._ _ _ i �,�'��.� [--a W � � I � � I I '�% � I � H4WEVER , IT ! S POSSIBLE FOR ST(JNE � �`�' � R � � +� � - �1 � � I ( VENEER TO CRACK IF LA�'ERAL � � � � - �rv = _= �.- ° ~ =�� ���� t—� I I � � � INTEGRITY IS fNADEQUATE AND /OR � � � � CONTACT ENGR. DURlNG DEM4LITI �?N � �____ � �_ � � � I ( � � ( FROST DEPTH lS NOT ADEQUATE. I � � I � � FOR C4NNECTION AND/OR RE1NF. EXSTG. UPPER ���� � � � DETAILS �� � � � --- -- -- � FQ4TPRiNT � I � ( IF OWNER IS UNWI �LING T� ACCEPT THIS � � 4 I ( �- - I ( I � ( RISK , Ct7NTACT ENGR . FOR � I ( 1 � � � � I � I EXPLORA70RY OPTiONS. I � � I I � � � � � i i I i � � � I i — ._... ) � _ �-- (E)- 2x� Q's c� � s" o. c. �� � I { I i 1 � " 4t� �\�.Q'' ( i � � i I EXSTG. BEAM I � ____. .�____ _._ _____ � i � M� � `4 ___.._ _____ _. � � ____ ____ } � I I � I �Q�'� I I � � � I ! �� ��";r:��.�� � �� ��� � � � 5 , � ,, I l � � � __.__ _ _ __.__ _ � � � � �� �� � i _ i i �� :� �� � � � � . � � � I I s1 ,� 4„ � '� �--- �.`�,�Q ' _ , _ � � i � i I ��� (E) — ( 3)— � �'4xs}� LVL ��� � � �, � �� � � �s�� I �° �° `: � � � � � �` � � ` — � �' � , O. P . 8128 Ot ���,�a., �� �` � � + I I � � ' '� ° �, � TYP I I � � �` � ��� � � ' �. � � _.._ ..._. ._. _._. � ___. - _.__ � e. � _.._ ._ __.. _ � � e e � .._ ._.._ _ _ � ._.. ' � ;�_y 1 � 1 � t*, I � � -p R` r __�.._ � .v. — — — — — _._. _.._. ____ -' � � � PACK SOLID WITH f � � I ( '� � u o ( a � a . , n .,�a> NON - SHRINK GROUT � � X ( � . �,,. S1 BENEATH SIMPSON PGST I I I � I I cc' { �,�� , � .�_.�,.�.�,,,��� �--- � � y BASE, TYP . i ` I I ( SIMPSON HHUS46, TYP . � ( � � EXS7G. FTG. �- 3 6 � . O. W. - 8126 ' - 6t ( �-*— EDGE QF NEW ,_., � NEW {2}- 1 �'ax6Y�. LVL's t�t 8" O. C. � T. O. F. = 8118' - 8f FTG, TYP. ( 1 � � GONTACT ENGR . DURING ;� I � MAX (RIPPED D�WN T{J 5') 2' - 6 x 2'-- 6 � I I DEMO TO VERIFY LEDGER �-- j. � MIN . V, I . F, DWL, ( N ) C4NG. WA� � A I 1 I � � ANQ BRG. CQNDITION . ���-�� �` K ,� E W �J DVY�S. X 24" � � I ./ S� 9� > K � ,� � t � t � 1 � � I _--_..- _ � _ -- `yxy� EP{}}{lED INT{7 �1 4'� bX4�} R_y i 1 � � � �"±`�? ���' E � � -' H O L E S C�t 1 2 " O. C. � � ; � I I `�:' +� O,�' � � � � . � �, � 4 � -I � I I C ����(,� ( �,0��� CONTACT ENGR. DURING DEMO T, O. P . = 8128'- Ot �� , I I I I SIMPSON HHUS46 , TYP . � �r ��2k � �,,`1 BRG. C4NDITIUN & ClJNNECTI �N / � T. O. w. = 8� 2s' — o� s1 �,`� I , I 1 � � � `�.. �' � SPREAD Fc� t� TiNG SCHEDULE ��.G' r. o. F(—. ' = 8118' �st - - - �. - - -1 T. o. P . = a� 2s' — ot i I � � - - - - - - - - _ — - - _ _ _ _ _ _ _ _ _ _ _ � _ _ - - - - - - - - _ - � �� ��E �� �L� ��� � ����i� � � G 1 t.?� I 1 ' I � — — — — :r ° — — rJ� t1l� � ��� H �J� �� �K���d , �� . � , , , y , ��,�-�� ' � U°� s „ STONE VENEER i i i si�n �sora t� � us�-s, �P. desi ned b RSS � A � - 0 x 3 - 0 x 1 - 0 ( 4} - #5 s x 2 - 6 EA. WAY i �� . PER ARCN . ( l I I � � drawn by y RSS ) '� EXSTG. RETAlNING � � w��� � � � � � , „ r �� '� � � r� Ew � 2}— � ��.�s��. �v�' � c� � �" a. c, checked by TDH � ( 1 � � ( NEW 2 - 1 �i'�x6Y4 �VL s C� 16 O. C. MAX � AX {RIPPED I�UWN TO SYa."} N C�7 R TH � APPROX. EDGE OF S� � � � (RIPPED DOWN TO 5Y4" ) � � 15SUed ��'"11 � �../ � �� � � I � � �� 1 � � � SCALE : � �- " � � ' — � " ( NEW DRIVEWAY, I I I A . — — — — — — GONTAGT ENGR . DURING DEMO �� TYP. ( — $ 1 �F F— �1 I ( DW�. {N } CONC. WA�LS TO I � � I � — �� PERMIT 04 ,�1�1 Z PLAN N � TES ( (E) Wl #5 DWLS. x 24" - - - - - - .�. � SRG. CONDlTI (�t� & CONNECTkQN ( EPDXIE� INTt7 3/¢" �X4" � ! � _ _ � �,2��, REVISED 08 jQ2 f 12 {��` 1 . E�EVATiONS C}F CC3NCRETE F'OUNDATION ELEMEN7S INDICATED C?N PLAN THUS: � HOLES C� 12" Q. C. AND ( 2) l_� _- - - - � - - - - - - - � - - - L +�' REVISED C} 8 21 12 �� T. O. W. = TQP OF CONCRETE WALL. T. O. F. = TOP OF CONCRETE F40TING T. Q. P , = TOP OF PIER D W L S. I N F T G. , T Y P. 3 �r� -��, �� -�� •r,�, l._._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - — � _ _ �1 � ��'+�. '� �,s+� • REVISED 08 /24 ,�12 2. TC}P OF F�OTING ELEVATI {�NS ARE BASE4 ON F'INDING ADEQUATE SOIL BEARING GONDITIC}NS „ ''`.� `� R E V I S E D 0 7 /2 6 �1 3 � AT THAT DEPTN . CONTACT ENGINEER IF tJVEREXCAVATION IS REQUIRED . 5 C�NCRETE SLAB ON NATIVE S01L OR 6" GRANULAR F{ LL PER ( 3) - RIPPED LYL' s PER (E)- 8x14 QF- � #1 � �� � 3. STEPS IN TOP OF CONCf� ETE WAI�L INDICATED : ����� e.�__ GEOTECNNICAL ENGINEER . REiNFORCE 6 " STONE VENEER DETAIL 3fS1 t� NEWELL MIN . �R �ONTACT SLAB WITH #4' s C� 16 ' O, C. EA. WAY PER ARCH . / PQSTS, TYP . ENGR . F{7R LV� REINF. �°° 4, C4NTINUOUS CONCRETE Ft70TINGS ARE CENTEREO BENEATN CaNCRETE FOUNDATION WA�LS CENTERED ! N SLAB, THROUGHOUT, / � ° �°""'� ,�> s , �..J UNLESS NC7TED OTHERWISE. PROVIQE 1Y4" TOOLED CONTROL JOfNTS T. Q. W. = 8123' - 0� °- --'' 5. CONCRETE FOUtJDATIC}N WALLS ARE 8" THICK AND C(JNTINUOUS F40TINGS ARE 8" THICK x AT 10' - 0" MAXIMUM SPAC{ NG EACH T. p. F. = 8116 ' - 8f 16 " WIDE UNLESS NC}TED OTHERWISE. WAY. 4 N OR TH Sheet � 6 . ALL C?PENINGS AND STEPS IN C4NCRETE WALLS SHA�L BE VERIFIED WITH ARCHITECT AND S1 ��'' �� 1"'1 I 1 V � L �,/ V R 1 1 '1, t"1 �V 1 � i V V 1 L /�1 1 V SCA �. E ; `� �- 3i = �I � - C� }� � ` GONTRACTOR . �' '�' 7, POSTS FROM AB �VE ARE INDICATED . � PLAN N � TES Ft� R NEW FRAMING : STEE� CO�UMNS FROM ABOVE Ai�E INDfCAI`EC7 : L7 1 . NEW POSTS BELOW ( ORIGlNATING FROM TMIS LEVE� OR ABOVE) ARE INDICATED. 8. Dt? NOT SCALE QRAWINGS . EXISTING POSTS BELOW ( ORIGINATING FROM TNIS �EVEL OR ABOVE) ARE IND6CATED: � 9 . MINIMUM FbaTiNG SIZES ARE BASEQ QN AN ASSUMED MAXIMUM A��OWAB�E BEARING 2. A�L POSTS ARE LABE�ED AT THE TOP . PRESSURE OF 20Q0 PSF AND SHALL BE VERIF'IED . 10. EXISTING CO(VSTRUCTION IS INDICATED THUS ( ---- -- -- - - - - - -- ) , NEW C4NSTRUCTiON IS INDICATED THUS ( ) . 3. EXISTING CONSTRUC110N IS INDICATED THUS ( - - - - - -- ), NEW C�NSTRUGTION IS INDICATED THUS ( ) � OB # � � O �- ° C� �