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HomeMy WebLinkAboutB12-0401 REV2 plans approved DESIGN CRITERIA Roof Live �oad - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 80 psf DeQk �ve Loadd - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10��sf EXSTG. POST ` �` r � � ' �',��,;, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .k.:. Deck Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 55 psf � � � ��a�p �.. �f�� �� �. ��+ 446`Y04P _ � � r �5�f c� � FIOOf Dead ��oad _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T _ _ _ _ _ _ _ _ _ _ _ - -- - - �� psf � I (PACK Sfi�LID WITN �� ��� �+��' � s '� SIMP �ON ABU66 - I I NON - SHR{ NK GRC7UT BENEATH �, � SIMPSON PQST BASE t� � ._. _.... �: �,'�$e ��;��" ,�, SEE PLAN . : �OCATION PER PLAN ) C � ,� � , O ���i� � T:o. �wa�.L «r ...�.. I i ° I ( :'r���`�/Q•�%�r STQNE VENEER ANGLE SUPPURT � � � r� �,rf � dQ iiii HEIGHT OF ANGLE EXPANSION a, . � � I ' \/i/j\\ VENEER S1ZE AN �HORS `- � . t ' I 1 �r�i� 08l09l13 STQNE VENEER � � , „ „ „ - PER ARCH . d � � � r�`'',, � � ( � � UP Ta 8 6x6x�,�s �la. s� x 4 � 30 �. ' � � � � 8' TO 14' 6x6x5/6 �la�" � x 4" C� 1 �" Q . „ 1 I � I '� � � 4� STONE VENEER � � � ( � � � 14' TO 20' 6x6x� 3/a." � x 4" C� 12" 6 „ .�. `��� `�}� � PER ARCH . � ( / �� -� -��� ¢ a � � � ( �.,/ � � +�- ,_,_ -� z -� c o NOTES: �e Y2" EXP. MAT' L, o �'` `r' ' � STONE VENEER ( C � " � TYP. ( o � � � 1 . THIS SCHEDULE ( S FOR NON - BATTERED STONE r- ( � PER ARCH . I I � rn z� � VEN£ER WITH A MAXIMUM THICKNESS t�F 6". ° I I Ct7h1C. S�AB � ( Q '� �ONTACT ENGINEER FOR OTHER GONDITIONS. d � CONT. L PER 5CHEDUI.E � ,� � � �. . PER PLAN EQ. EQ. = � �,,�, SEE SHEET S1 , TYP. ( ( � a� 2. LOCATE 4NE EXPANSION ANCNOR AT 6 FR�M ,� -- ( ( � � ENDS 4F ANGLES AND MIN . 2 ANCNORS PER SEGMENT. ° `' ._ . . � SEE PLAN ( � � Q' 3. AN �LES MUST BE OI�IENTED AS SHQWN . ��SEE P�AN . � . . � �Y T. tJ, S�AB ��____� � a a . ; BASE �.: �4x4Y2" x1 '- 0 Wf POST PER PLAN � Y T. O. S�AB : � . - � . a. . � ' � � . � � ' �� ! � a. . � . �a. � � . � � . a, ( ( p � � . d ° � d � �2�- �'�� �AGS W/ 4" � � � �' �� d . .� �� I I U � �n r• � CQNT. L PER SCHEDULE MIN . PENETRATION . i . �� �� . ------- � I � `� �- SEE SHEET S1 , TYP . � � '����i���i��% „ `%�`%�`i�i�� - -� ����'i��'%�� } I I-�°-- EX�TG. RETAI N I N G �i � � o0 e . � i���i.% � „ � .�,,��f����ti� � �i,��ii�ii,�r. WALL °" a � �""'�r•- N4TCN JOIST �4 C� BASE �., � . � � � , : . . � �� f� TYP. �2 � TYP. �� �� �i���i ( � m ���\ I a ' .. /f�\/ � �6» �r\� '� �� �/.f � J EXSTG. CONC. � � � � � .�r,�rf � � TOPPWG PER ARCH . -� _ ( � .+.' G' ¢ ������f���������,. �o _ � FDTN . WALL I .�. . d . ���,�/�o����,,.•� �,t � #5' s H �RIZ. C� 16" O. G — — — — — — — ( o ►� z� 12 C�7 CONC. PIER �� �� (4) � �# ( ( � aa > „ 5` s VERT. � � ��i�`rr`` � t= �` 5 DW�S x �' f! EXSTG. Ct�NC. FTG. � . � ������� S o � „ i �� ° .�/.5' s VERT. C� 16 " O. C. o � �H � �"�' 2" i.�,., z CONT. L. {�ER SCNEDUL.E I I � � . �' � 48 O. C. �y ' a . . 7t Y � � � [� ..... SEE SHEET S1 d � � --� �- � KNIFE �; Yax3 x0 - 7Yz W/ I � CLR. CLR. �_ ,.,.a � � a . i -� � } , � „ ;�. ( 4) - �5 DW�S X � �� � > i I , � , ( 2) - 3/4 � THRU - BOLTS � � � e 4 ' .:` :.__ L #5 S X t.� EPQXIED INT4 : � { 2� - #5 S CQNT. EA. PCtST 6 „ �� �� # 3 TIES x � g�r p � � � ' � �J4"�x4" HOLES DRlLLED INTC7 NORlZ. TOP & BOT. 31a." SHEATNING 4" C� 16" O, C. w �t- I I EXSTG. FTG. � �� ��, � � �� �. � . Q Q � a . z „ , . a WATERPRQOFING ' - �;.. �, . . � E X S T G. G O N �. C� 1 2 (O R 8 1 18 - 8 � MIN . 8 1 1 8 - 8 � � � 1 - 4 CONT. � � �„ ° GEOTEC ��ULDER PER T. Q. F. � ' g .� . � Q � PROVIDE ( 3) - LVL' s PER ARCN . T. O. F. � Q : . : �:_. .i. � d � . , -I- - - - -I- H �RIZ. Q T P y�`i�`i`;• ` � �� 1 �. � Q . RIPPED PER P �AN � a � . �. �. .� • . . r - -� �l�� l �� � � I . d, . : d .k . Q I I t} 0 \�;���\��� . ¢�� `� ' t� EA. POST .- : . a ., e � . I I z �' !�� � � � { 2) - #5 s CONT PERIMETER DRAfN � --._._� � . � � I ~C�'�' � � �' 1.��► 1 �. #5 DWLS x ; . � : IN FTG. PER SQfLS ENGiNEER 4�� 8'� 4�� BEAM PER PLAN � SEE SCHED . � - - - - - - - � C� 12" £�. C. � � EQ. EQ. �OR RECNF. 10" ~ a � a � . . . . � , _ �„ � a� . . � . 5EE SCNED . � r, �x „ , „ „ , ., �_� � 8 8 � SCALE: 3/4 = 1 - 0 � SCALE: �'¢ = 1 - 0 2 SCALE. �l'`4,> - 1 , _ 0„ � SCALE: �l4" = 1 , _ 0„ �-_� � , ,y , , S1 i i , S1 � � S1 51 � � � I 1 5 I I sc���: �4" _ � '- o" � � � i i � � (� , . �� � I � NOTE: STRUCTURAL INTEGRITY QF EXSTG. � � � �._. � `. � ._ � .J � � � � � 1 RET. WALL UNKNQWN . AQDITIONAL � .� _.._ _ _. � �j � ( I � � I VERTiCAL LOAD ON FTG. IS ALLOWED IF f � � I ,y�� ��.T ._... .,,�. � ,,,�.,, ,�., � ����� � I I ( � � SQIL BRG. IS AS ASSUMED PER P �AN ( ( L� S�,y �� � � I 'y �"� � � � NOTES. I I I '� �+� �'? _.� ..�.,. ...��,... �.. �,.. ..�.. I l� -�� �—�4 � I I � � � � � � �ii,�,,�.�.�s� � � ._. � �',� �-�- 1 I I � I HOWEVER , IT IS PQSSIBLE FQR STONE I � I I '`� `4' � �_� _°=°°.�- = �� s �-�� � � I I ( � I VENEER TO CRACK IF LATERA� � � ( a J - � � F-� � � INTEGRITY iS INADEQUATE AND jOR � ( � � � � �y � � � � � I FROST QEPTH IS NOT ADEC�UATE. , ( � I j � ���� W I l I � �XSr�. uP�E� � � � � � I IF OWNER IS UNWIL�ING TO AGCEPT THIS � � � I � � I �. ..�. � .� ..�,.. � � �aa-rP�� � �- C� I ( � RISK, GONTACT ENGR . FOR � � � � I � �7..� � � " � ( EXPLORATQRY OPTIONS. 1 { � �' i I � � , � I i I _... �.. _ � � .�... ..,�.. �. ..` � ��)- 2x� o'� r� 1 s'° c�. c. �,� � I I I ( � kI I � I � EXSTG. BEAM ( i: ...� ...� ,_ �. � �t�n � F—�I I { � 1 � t - ¢� �'�� i I 1 , — � � � � � � � � fw � � I I � ! -�� Q��' I I I � �, ,.� '�,,,7` I 1 5 1 � . ,, �' I I 1 � I I � ��.. �.. .�. �� �� ��� ��" I I S1 „ � A �.`�,�-�Q � , � i I � I I , �� ( �)- �EAM � �� � � - . ��� K R'^ W I I � �-�{ 4 i I- T. O. P . = 8128 - Of I I �-� � a- I � � � = � � = � � � - - _ - - - � �I T�P . �' ( ,- , I I � I I � � � � �. � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' -l� ' �_y PACK SOLID WITH I ( � z — — — — — — — — — — — — — � .�.�,.. ---- w � NON - SHRINK GROUT � i � ( �°n� � � � S1 BENEATFI SIMPSON POST ( I ( ( C° � `� BASE, SIMPSQN HHUS46, TYP . �' �r 3' - 63 ' _ , - FYP. w � � 1 � I ( � � m NEW � 2)- 1 �/'4x6Y�. LVL' s t� � 8" O. C. EXSTG. FTG. � � . O . W. 8126 6f � �*— EDGE C? NE I I 2' - 6 x �' - 6 :- T. O. F, = 8118 - 8f FTG, TYP . CL�NTACT ENGR. DURING �!, I � MAX ( RIPPED DC?WN TC7 5 } ` � � � -I I DEMQ TO VERIFY LEDGER °� MIN . V. I . F. qWL. (N ) CONC. WAL R A I � � � � AND BRG. CQNDITION . ���--�,,r,,. �_`• � � � E W 5 DW�S. x 24" � I I .f 5�,, S7� > ,� � > f # , � � � I fi �. , �� E-- XE � ' EPQXIED INTO �fa." �bx4" ;_1 �-y I { � � � 'li��'�`-z-`�+G 1 c,�.� I �'�-°' HpLES @ 12 O. C. � — I I I � � � ?+� �'�' I ! i `b l___ � �., � �. � � � � i I f����,� � -�--�------__ � ,�+ � � T. C}. P . = 8128'- Of �� �� f 4 I I SlMPSON HNUS46 , TYP. � V1 �2ks _ � �� � T, O. W. = 8128'- 0� S1 t�, I 1 I � SPREAD Ft� OTING S� NEDU �E Ga��'� T. O. F. _ 8118' - 8t - - - Q~ _ � T. O. P . = 8128' - Ot I I � L - - - - - - - - - - � .- °. � � ` .�._ � - - � � _ " ....._ � � � � .� � TYPE SIZE REINFQRCING � - - - �, I � °` SIMPSON H �U46 SKEWED , TYP . , I 1 (- � � � � _ , _ I � tit'L,�-�Q ' � �°� 6" ST�NE VENEER i I ' � � ' 1 � 6 � � � S I M P S O N H H U S 4 6, T Y P . d e S i n e d b R S S A 3' - 0 x 3' - 0 x 1 ' - 0 { 4}- #5" s x 2' - 6 EA. WAY I �._.,w.�.� _.._.�.w....�. � � �c PER ARCH . � ; � � � � I � ��� -�-- � � Y � �� � 1 I I . � � � _ � � � � � � drawn by RSS EXSTG. RETAINING � t € ¢ ,� � � checked b WALL � � � � ► � 1 � I I � , � „ ; � � r '��� _ �' � � �v �w ( 2}- . ,�4�sY�. �v�'� c� � z" o. c, Y TD N I 1 I f I I ! � � NEW 2 - 1 �`4x6Y�. LVL s C� 18 O. C, MAX � �;,.,, MAX {RIPPED DC7WN TO 5Y� " } NC) RTN � APPR �X. EDGE OF S� ( � � � { ( RIPPED DQWN T'a 5Y4 ) � � iSSt18d �;� � {-� � �� � � � � � r� � L � r� � NEW DR � VEWAY, � _ _ � � I � � CQNTACT EN �R . L llF21NG QEMC7 �.�/) SCALE : '� �- �r � ,� 3 � Q » TYP . ( I ( � A . � I � � � � � ` � � � � � { I - � 14 F- �� �1 � DWL. ( N ) CONC. WA��S TO � � - � �__ ; ��^^- --;�-- -� -�. -�-�_. _... __.. � .._.. ...._ BRG, C(JNDiTIUN & CONNECT1aN PERMIT 04 1 � 1 2 ,� � , �-- _ � —� �-- ---� , --}-- , 1' L' �� F' LAN NQTES I (�7 wl #5 Qw�s, X 24 � 1 ! � , — — — — — — — — _ � � ..�,_ � . �.� � � EPDXfED INTO 3f4 �x4 �� � � � � �� � �,. --�� hEVISEQ a � ,�Q � 112 » 1 1 _ _ ;.._ _. _ � _ �.�, _ � _ � _ ...._ �� a _ � � � _ � _ �.E. _ � � / / 1 . ELEVATIONS C�F CQNCRETE F'OUf� � ATION E�EMENTS INDICATED aN PLAN THUS: � H �LES C� 12 O. C. AND ( 2� �� _ ' _ � � � L +�' REVISED US � 1 12 �� T� O. W. = TOP OF CONCRETE WALL T. Q. F. = TQP C7F GONGRETE FUOTING 7. O. P. = TOP QF P{ ER �- - - - - - - - - - - - - - - P ^ _ ^ _ _DWLS. IN FTG. , TYP- - _ - - - - ' - - - - - � ����� �r,y�� . �� f ! � �� ` y +�, • � +�, ' REVISED Q8 24 12 �� 2. T�P OF FOOTING E�EVATI �NS ARE BASED �N FINdING ADEQUATE SOIL BEARING CC7NRITfQNS � �'� �`� REVISEa C} � ,f� � I1 3 AT THAT DEPTH . CONTACT ENGlNEER ( F aVEREXGAVATIC?N IS REQUIRED . 5" CONCRETE S�AB ON NATIVE S41L � ` � �p��,�� � � ��� i�� � � OR 6 " GRANULAR FI �L PER � ( 3)- RIPPED LVL's PER ( E} - 8x14 DF- � �1 , _� r � �-� REVISE � 08 �Q9 �13 3. STEPS IN T4P OF CfJNCRETE WA�L INDICATED : -y�-�� GEOTEGHNICAL ENGINEER. REINFORCE s� DETAIL 3/S1 @ NEWEL� MiN . OR CONTACT � �: �`� � �� �� � � � �« � � ���� �� � 6 STONE VENEER POSTS, TYP . ENGR . �`OR LVL REfN �". � ��� �� � �. � �� � � � SLAB WITN �4' s C� 16 ' O. C. EA. WAY PER ARCH . > 4. GQNTINU �US CONCRETE FOQTINGS ARE CENTERED BENEATN CONCRETE FOUNDATION WALI�S TNRt7UGH0UT. ,� "'�C ��` UNLESS N {�TED OTNERWfSE. GENTERED IN SLAB , �� �`��,g : � ,r�,,. . _.�._�. � � -� .,���°��° .~�-� ° PROV{ DE 1Y4" TaQLED CONTRUL JOiNTS T, O. W. = 8123 ' - Qf ~`- -° 5. CONCRETE FOUNRATION WA�LS ARE $" THIGK AND �t?NTINU4US FOOTINGS ARE 8" THICK x AT 10' - 0" MAXIMUM SPACING EACH T, O. F. = 8116 '- 8t ���� ° � �� ,�.- a--�. _..� m �.. ��w���-�°°�°°�tl 16 " WIDE UNLESS NOTED Q7HERWISE. WAY. 4 ��° ��� ' ..� _.__ _ �.. �. _�..._ -- ._: �-��� RTH�� Sheet 6 . AL� OPENINGS AND STEPS IN CIJNCRETE WAL�S SHA�L BE VERIF'IED WITH ARCHITECT AND �� r��`�'� �Y t A � � 1 � V V � � I � � 1 V 1 � I V �.7 � L � �� SC ALE : �I .�}- " � � ' .._. � : : GQNTRAGTOR, 7. POSTS FROM ABOVE ARE INDICATEQ: � PLAN NOTES FOR NEW FRAMING : STEEL COLUMNS FRQM A�OVE ARE INDiGATED: Q 1 . NEW PC7STS BELOW (ORiGINATW � FROM THIS �EVEL OR ABOVE} ARE 1NDICATED; 8, Dt? NOT SCALE QRAWINGS. EXISTING POSTS BELOW (ORIGiNATING FRQM THIS LEVE� OR ABQVE) ARE lNQICATED: � � 9 . MINIMUM FOQTING 51ZES ARE BASED ON AN ASSUMED MAXIMUM ALLOWABL.E BEARING 2. AL.� POSTS ARE LABELED AT THE TC?P . PRESSURE OF 2000 PSF AND SHALL BE VERIFIED. 1 C7. EXiSTING CONSTRUCTit}N ( S INQICATED THUS ( --- --- -- �-- -R- �- ), NEW CONSTRUCTIQN IS INDICATED THUS ( ) . 3. EXISTING CONSTRUCTIflN IS INDICATED THUS ( -- °--° -- -- --- --- j, t� EW CONSTRUCTIUN IS INDICATED THUS ( ) � � � � � � � � " a � . . • ;. . t _ _ . ---- �_�,:. _�:v;j �'�:. ui,��; ,� . ''`�-�`` Po$Q�a��'� ��'��' ;`�' ,��° a�, "b�+' � r,,� 0 1? � � �C.,� �°F� ° e ,� ca � s� � � � � � d'� . ,�,. ��p�8 � ����e�. � ,t� �.w� � Slafi1��, � 08/09113 r� cn �' C r� � .� � � v � � . � � �, Z -� � ° � °' °�' � � ~ CP = Q � � ct. �.. � `�. J � � � � � Z � � � � o� r� `�' M� a � � � � � � � � m � � � � v, � > � � � � � � ; Q � � � � � � � � � � � � � � � � ('� �"'� � � � � � H � � ��� �''`�' � � � designed by R � S � : �' ��� � ` �� �� � � � drawn by RSS � � �� �� � �� � ��� � ��� �� � �� � �,� � �� � � � � � checked by TDH EXSTG. 2x6 WAL� ��� ���' ; _,�,�. n..��.��� �.`��.w,m �_�� 7 .�. iSSU �C� ��� ° �_� .� ���.���.,�,.�.�..,,� . ����,�,�� .�.,... � Y „ 4 _ �" � . � � F' ERMlT 04 j1 � f 12 3x� � �.� ��� � h .�� . ,,,����� .��.� ����Mm�,��m.�. Y2" STFNR Rx3'— s Y4" R E V I S E D 0 8 C} � /1 2 EA. SIDE (N } Yz"x8" ca►vT, REVESED (� �21 12 ST�. � Y�." STL KNIFE �, Wf 3, s" ( �) — �/a." � THRU — BQ�TS REVISEC� Q8 f 24 �12 ( FIELD VERIFY AL� DIM ' s) REVIS � Q Q7 f 26 ,�13 . � EV� sEa o � fo � J� � � � � � � � � i �- EXSTG, � W 14x43 EXSTG. BOT. 4" FLANGE WT 6x25 EXSTG. sheet STL TABS 1 '- 2" ( N ) $x14 BENT WT M1N . CONT. TC? WITHIN Y " Y >' 6 " C�12" a' - 4' F`R�M Y4'� 6 " C�12" ' 4' OF 8x8 POST y4„ Y4„ 6„ C�12" 8x8 POST Y�." 6 ' t�12" NEW P (JST $ � SCALE: l�.'� = 1 ' - 0" S2 ``� . �� � JC� E� � 12Q4 - (� 9 � . _ _ _ _ . _ _ . . _ _