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B12-0049 plans approved
� WALL RANELS PER !.A,B,E` T[MBER PAGKAGE FLASHING AND WATERPROC7FING 2-# 5 BARS Ct3NT. --�`u� -- �- PER ARCH"LS TOP AND BC}7TQM 1!2° DIA, ANCHOR B4LTS @ 36" o.c. �1��„ g;�„ PATIO PER ARCH'LS ` � �. , ._. � 3 47`-$° '� .._ -r-- --- . - '�_ - ; - ': '�,• „ E 4� ��� STEP 3���, � � ���n� �. . � 2 � �� j Y7�'� Jf�r� � � � !1°�"1'}iY�'{� lS..-� _ 1-2 r _ � Ii�4r�11-sii' `t41-11fi.,,�l�a FRAMI�lG PER PLARI BALANCE OF FNDN. WALL PER SECiIfJN A/S1 � y � • � a � ;. � ; ��� ; -1'-------- ;� � D�TAIL. �� S 1 3�a„ - �,_o„ . A �lt��t� "tL t 41=-°..._._'it'c � ,__`_ 4�I1t1, 41,_'9" #4 D�WELS k -11i�� it�ll�} @ 24° ac. -111°--Ill=1 2-# 5 BARS CONT. � _�„ -411, {tiilt' TC}P AND StJTTOM � 2 -0" q," � #4 BARS �a _ - - ' Zi`� p.C. #4 DUWELS @ 24" o.c. 2'-0"� : . ' .� t__� . « � 38'_5���� 2 - #5 BARS GONT. i � �� IN 16" WIDE • j • � • "' FOOTING c�r 3 - #5 ' ' � _ _�__� BARS CONT. IN 24° i , WIDE FQC?TtNG �, _EQ•__;�"_ 8e� _� _EQ. � � j 4" DIA. PERIMETER s PER PLAN 3 DRAIN WiTH GRAVEL .� __ _______________-----,�- PER SOILS REPORT � DETAIL � � � 3!4" = 1'-0„ BASE P(ATE 1i2°x6"x1'-10" wl 2-112° DIA. ANGF�vrs W 10�2 �Q�T� PER PLAN �A� E P LAT E 4 4 3/4° � �,_��� A I A f1�1 TREATE[� 2x10 PLATE � GC}NT. RIPPED TCl 8" WIDE �j�t Q�P ff � � � ti BASE PIATI 1 "x12'"x1 "-0„ 4-112" DIA. TS 5x5x114 ANCHOR SOLTS PER PLAN 1 ��S�PLATE 1 3/4" = 1'-0" r.v:w ., . . , ;. . •� �• � 1 . � � R • • .�. � A ` � � WALL PANELS PER TIMBER �" 1/2" DIA. ANCHOR BOLTS @ 36" a.c. � L���' ' �/� I � �o ; �,� �� r'►1''�11'��� � �� �����.SY �' �� �e �w����� s G-..�,r �.r �-#SBARS CONT. TOP AND � B(.�TTOM #4 BARS @ 16" o.c. 2" INSUtAT(�N PER ARCH"LS TYPICAL -•. .� • �• . . . � :�' i . •• . ;.• � , •• . , . ��� sl��� 1 • •�:l��i , i:►.� _a` . �" � 4" DIA. PEF�IMETER � �Q. �-_�'.--�,,_ EQ. �;,._ dRAIN WITH GRAVEL 2 INSU(.ATICIN �--�-- PER SO(LS REPQRT PER ARCH'LS i 1'-4" ar 2'-0" PER PLA�! � TYPlCAL ,�'—_____� _._�--.___��� A C� ETAI L� A � � 3J4" =1'-0° $" C JNCRET� � � � ` �,� 11�'� WAI.L PER �;'�_.___ ___�r�_ P�.ar� `'"'��.. ! ; ; : �� _ �- ;:�� �- EMBED BASE PLATE 4l2"x4"x1•_0'� w! 2-1t2'" i ; 114�� 3" DIA. x 4" NEADED ���_ _` 1/4,� 3" ANCHOR STUDS � - -__� WELDED Tt� i� �„ i' W 12x50 PER B(7TTQM EQ. i I 8/$ +; EQ. --,�=�n �;�_ PLAN �� ; � � �_o�� ; �_.__ � BAS E P LAT E 3 3 314" = 1 "-0" 1'-4" � �_ i 114' E �„ 7 f� � 4„����' _,��, _ �--,�—.,�- � I I � , = � N i __ _�_� N __ 1� O P -z- __�_._ �.. ��, � °Cy ' _ ___� _ � _. �,- BASE PLATE 1/2"x5"x1'-4" wJ `"- 2-1/2" DIA. ANCHC}R BOLTS TS 4x4x1 /4 PER PLAN � ♦ � 1. � 46 � : �� � �;� i � i 2'-6" � _f�_.____.__.�.� _.� � a� a1�_�� �, ,:_ _. _.._ _ .... 0 � � �.. . __. - - �,�. ; �' �, , , . ; � �` ' t ,.�.� . _ __ _ � TCiW r°'—' 49'-Q 1 /2" � � ����. .�-- �- .�- .� , 44 s X , �. � S� � ' —_�-- , �. � � i ________._---__ _._____ _______. ____._ f� __�_____ �_ �_________________---___.______ __�� �..� � ��-�. � � � � L.�� __ �s / o , �- .. � � � / t'f � 47'-8" = 100'-0" ON AFtCHITECTURAL DRAWINGS. �� �� � � � ' _-�� _/� _ � „ � %� � �4�� � .t r°��r N{.���'i'i � ; .��� ,� , EXPANGED FC7CtTlNG 46 4,_6"x4�_6"x12" w/4 - #5 ,/r� BARS EACH WAY /"� � .r �- , m ,.,������ ��� ���� ���. w�� ���� ': �� � ��.��: �: ����c� ��� T5 4x4x1i4 PER PLAN �r � � � �� ��-�11�°ii... , � ----'�; -��<v---= -----� cv : �� �N e-�� �� r � t0 r- O O - --�±c- ... � � � � ����� j I ��1��� � '� i�_ �-�� BASE P��`E 1/2" x i �(,_p�� I 0"-19 1/2" x 1"-0" wl �,r_�.___-.-.---y,--- 2-'!12'" QlA. ANGHQR Bt3LTS ��� � � ��� � � � 3/4,� =1,_Q" , � � . � � � � � � � ....., � tU ii � .. « , � .s . A . � . . . s � � WALL PANELS PEF2 TIMBER ----'° PACKAGE 2 - # 5 �ARS CQNT -roP arv� aorrann SLAB PER P�AN ��48'-8" SLOPING , �` TO 48'-4 1 /2" � �„ 112" DIA. ANGHOR BC?LTS @ 36" o.e. ��r_�� � i 8" MIN. � Wfi PE1 PA� 2-; TOI #4[ 12"< ' ,v`,°°I l 1=11 �---� � �- � ' !�`-`111==.111=1' �-111-°_Ill=� � � �� lli-111=_,�• � ' �=111= =--..11 i=�__ _4 1 ��1�� Ii�Ti�=� 111jT111_� =�.ii1=� 111111==141 '� ;t11�i11-111=� Si� BAIANCE OF FNDN.�°�`}j`i}I11 _ .�; _.__ _ _ PER SECTIC}N G/S2 ` � 4s�_s° s�ai H D ETAI � H � T° �.$'-4 �` S2 s�a�., � �,l�„ # a QQwE�s @ ._._ 24° o.c. z�-a�� 2�-a�� SLAB PER PLAN # 4 BARS @ 24" o.c. #4 DQWE�S @ 24" ac. - 2'-0" 8" - ,�, -; 4-#5 BARS � G(7NT. . 4" � 48'-4 1/2„ '111=� ,��-i i t=t I 1= 47'-8 9/2�� z - # � �a�s carvT. TOP AND BC)TTOM '� #4 BARS a{�,,,? ; f �6" �.c _ ` `. ` � � 44'-8"' � ' � rir � , � ; �, �- � ; � i ' k i t __ _�. . 11" ; 8" i 11" �?� r _. _�_ __�_ ---_,�C- ---�' ,�" DfA. PERIMETER � �� � � DRA1N V1/ITH GRAVEl. n _. ..�._ _ __._ j =�.-- ---�-- PER SOkLS REPORT -- � - ���.� � ,___,�` � � � � � 2r� ��� 2x6 @16" o.c. SLAB PER PLAN I .�:�` y •n�wR�r�a�rrrn� �� 49'-9° Foc s�c � 7- CC � ���� � � 4" DIA. PER(METER I DRA1N WITH GRAVE� �� PER SQILS REPORT 3/4" = 1'-0" "__�__ 1/2" PLYVitC70C} PER ;�� �� � � E?CTERIQR SHEATHING SPECB 3" � 1/2" DIA. ANCHQR Bt3LTS @ 36" Q.c. _ �`�2'-�" ,� —�-----��� I i � 8" MIN. ''=�t{V�� �,n # 4 BARS @ - -- ��° Q.Ci. # 4 DtJWELS @ 24" o,c. ��_�„ ��� . . 3-#SBARS GONT. i I 2-#5BARS CONT. Tt�P ANQ BC}TfC)M 38'-5". 0 U; � I E r { ' � �� � �„ ; E�. C -- ___._ �c _____ �;r.__�_. �y_._ '� � � � 4"" DiA. PERlMETER _.�i PER PtAN � a j DRAIN WfTN GRAVEL __.-______ _�.____�._� PER S(?ILS REPQRT E D ETAI I� � �� 3/4" = 1'-0,� WALL PANELS F'ER TIMBER PACKAGE �,, SLAB PER� PLAN ���yprr SLQPING , TO 48`-4 912" �. . °:2 �. . � . , �. :• • . � 's � � •• + � :• • .; ; � / : � �����'y,tl 4�� #4 BARS @ # 4 BARS a� 16" o.c. 16" o.c. . � aaw��.s @ � 6" o.c. 2'-0" $�� #4 RqB S@�Y��� • • ��"�- 44'_8�� ar 41'-6�� 16" a.c. � I.�:�� o l 4-#5BARS • • *` `-I GC?NT. � _�_ � ��,�������-�� �j �� ' � I� n Otr � � � n I � „��-�__. "� �' �_ _ _ 4,� DIA. PERIMETER ' DRAW WI7H GRAVEL _���__� ��°��� ___ --{ PER SQILS i2�PQRT F DETA�� F �� 3/4° = 1'-0" �� � f ..,. i i ; , j R ; S2 = ' ,�. ': - . .. .. j _.. _. [ ' � � _. _... _._._�-LVL 1 3/4 x 14 � -._...._ _....... __ � _ � � �� I EDGE t7F ; . CAN7ILEVER i a. ,� � � `: � ;. . �� � i , � � � PL. AND TS Ct�L. 1I2" WEB STIFFNER BC)TH s�a�s aF wEa. � 3 SIDES � TYP. 1/8" W 12x50 STEEL STEEL BEAM BEAM PER PER PLAN PLqN� 1l4" 4" �1/2" BEARING 1/4" 4" P�A7E , , TS 4x4x1/4 PER PLF1N 1l4" 21 �° � � 2�2 � �� fT � � L� ETAI L R �J� 3/4�� = 1�_0�� "BA" HANGERS 4,�, 7'-8'" or 52'-8" -�----- -_--_— � -`===� 3 3/,�" PLYWOOD 1 j2" "2X" PLATE � � �= TOP �OF STEEL ' DEPTH QF STEEL BEAM � W 12x50 ar W 12x72 �_____���,,, FRAM(NG PER PER PLAN PLAN T ��TAIL i � � �� 3l4" - 1=Q° �' TOP QF DECKING s2°-s sia�� � X �� R STONE VENEER � p �2 +�4��i TOP OF PATIO �p�l�, , F�REPI..ACE WALLS o � . ,.J ri� .� �J / ��c�v� � PL. AND TS CO�.. TOP OF PATIC3 a��_s« TOP OF PATIQ 47'-6" ���� 1 �� � �V1��� ����� ��,���1 �f� ! MASTER AND MAIN LEVEL DEStGNED TC3 ACCOMMQDATE 1 1i2" CONCRETE TOPPtNG ANR 8/4" WQQD FLOOR. ! SHADED A�EA DENOTES OV�RFRAMiNG. � � DENOTES 1!2" PL`NVC?C71� lNTERlC3R SHEAR;WALL PEi2 EXTERIOF2 SHEATHiNG NQTES. �/�'\�!°�/'� : _.... ..._. .. .. .....�,�.. ......... _... .... . .._ .... .._. . . __.. 1/4,� 4° ' . �1/2" BEARING 1J4"' 4" PtATE TS 5x5x1/4 I-�� - PER PLAN 1 /4�� �� , 1" i � � � ��� ��—���— ���,� �1/2„ � DETAIL S �J2 3/4" - ��_d" ,/� B�; FRAMING QE� �Lar� �.. . . . .. .. .. .. �� 'q WAt PER �ac 51'-3 3/4° �/8" DlA. Ni.B. @ 24„ o.c. STAG�ERED CC3NT. 2x' PLATE VV '16x31 PER l�LAN u �J �`T�.� L � �� 3/4° � �,_��� � i�+ii ' 1 �_o�� � � � .... �' �i ; _. . � � .., _ __ _ _ :� �; __( � ;' �v r 0 cv W cf� O CJ -. N ���� ; � W C� � N r O � ���`� �� � � ���.9 � � ��a:�����°������ ��� � ������� � �, �������. ��;����� � �..„���; _.��������,°`.�! .��. ..� �'°`� �_�.�. �' �, � ��� ,.. �,�.n � � � �,ro,-�. _ . ��� Li.l LL '�����:�:' �.. _.u_�._�.�_���''�_.��,,�.���� � �� I � _..._.. ; N � ����t�n ��a �`� t� t- �r��"��� �� � � � ���� � �a, � N ���� � � �� � ��� �_ "� ti_t Ct.. �¢ �.,� �.��� M �� � ,� ; b �.. ���e.�y� i, j U? � � C� W � � N � � cfl � ' � �- �, � � d '� � � Qa Q} � � F� �� 'C3 .� � � d � � .� V 0 � s�'. > r � • � � � � � � i � i . � � M "� � � I I �,I � li � � � � •i 1 � � M� ;I � � � s \ � � : . �� : $�� �r� :y � f. I , �� �i � _ fi__ _ � ; , � i �11 X WALLPANELS 6 _,'��'�� __ i PER TIMBER � ' P1�CKAGE ' '=� i 54''-Q,� � �_ � 1f2" QIA. ANCNOR �aLTS a�„7 36" o.c. ��� �„ _ _ f J � 2-#5BARS CONT. TOP AND BC?TTOM # 4 �OWELS @'r 12"' a.c. ��_�„ ��� 2��l1r� t1 � � FRAMiNG PER PLAN GRADE 60 # 6 BARS @ 12� C%,�+. � # 4 BARS @ 16'" o.c, . # 4 BARS 16" o.c. @ �ai-o�_ ' .�" ❑ � ' . ��� � � FRAMING PER�j PLAN 2x6 @ 16" a,c. 1l2" DIA. ANCHC)R BQLTS @ 36" o.c. °`---� 48'-8�� �� � - # 5 BARS CONT. T(,�P AND � BOTTflM GRADE 6Q # 5 BARS @ 12° o.c. . WALL PANELS FER T(MBER PACKAGE 1/2" PLYVt(QCJD SHEATFiING PER EXTERIOR SMEATHiNG SPECS. SLAB PER PLAN ( � ;. _ _..._ __...., ,. ` .... , €��--- ,._ ... .... . . .. ..'... ��f � ,. .. __.... �. . __ ______�_ _ �" #4 BARS @ 16" o,c. �G.—i o_____..�_�_.__.. GRADE 60 # 5 ! � ....... _ _ .._....... DUWELS a� 12" o.c. . � �'-oi' .__— _ .� r^att . _ __-- SLAB PER GRADE 60 # 5 SARS PLACJ @ 12"' o.c. �z'-5° � A ........,.�...�.,.. • • � � /��'_'� �� -_ _— G� �_ . . � I -I 111= ! , °� ___�. �(j�-"`-"-�11_C° 11_I � co { �-1 � l--1 l_i `11 1. � � _ — ';�- ��'11;�411�11�ti�11�.11��.11t11_1= � f � . —__ � � � �� �, ,.._.... .. ._ .....� � ,r � � � 4 IA. PER1METER i , _ D � � � r�, . �' , � � �' � � 6-# 5 B RS �r �__�;r �_ � y • carvT. �i ��" �� � ���r� wrr� G�avE�. �,,�„ PER SOILS REPORT �_-_ _��_�__v. __�__..� � DETAIL L + ��3J4" = 1 "-Q�� GRADE60#5 DOWELS @ '12" o.c. �3'-Q,� ,�,_a„ e � SLAB PER PIAN a 4 - # 4 BARS CC7NT. GRADE 60 # 5 `r' � �_ BARS @ 12" o.c. ____.__ � 2- GL 24H 60x300 PLUS 1_ --� ` _ FLITCH PLATE - �; � �� _____ _��.__ THI�KNESS PER Pl.AN � �� � � � i _..._„_.._..__.... 37'-4° ��_� w! 24mm BC�LTS a"�7 � � �� � 40bmm o.c. ' 1 � I , �I � � ' _� i . . •� • ' .`"1-- S r I [� � � � �..—. 1 :�M �' � u . �.. , . r ��6k��� 111 _ � ; -- - --�,- �.._._____—. � �-- �tf�� j�`�.�1; ' ! ; � FLITCH PtATE � � � I 1'-Q" i 1'-0" I fi'-0" �,, 4° DIA. PER(METER THlCKNESS MAY BE �, u°> � .____�----,✓._____.____ +,r ____�_ ._ WNQ�E OR BUILT-t1P � �'-�„ ' � ! DRAIN WITH GRAVE� � �. ------- __.__ _____ __!-��� PER SC�ILS REPQRT K DET�1� lK Q D�TAIL Q �� 314" = 1'-0" �J� 1 1/2" = 1'-0�� � � � ,�� EDGE OF � X W � � � '�� ._._.. r _;_- j LOWER ROOF �5 �� j � r { ,� �� p nTF�a ! � �� ( p V i j � � ,��,0�'� .,�{!i HANGER ��0�'� ,aQ, HANGER ��p'��A ,�l�, �. 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PERIMETER q" RlA, PERIMETER � 3'-0" �" -�- -____ _ j ,�� � DRAIf� WITH GRAVEL pRAIN WfTH GRAVEL--y,f'______. _. .._v�.__.__ , 2 -0 , �_�r_ GRADE 60 # 5 �o __ ______._______.__._---_._____,r-. PER S'QILS REPORT PER SC71LS REP{JRT BARS @ 12"' a.c. ,� D ETAI L� ,� D�TAI L N �_# 5 BARS GONT. �� 3/4° = 1'_Q„ �i� 314„ _ � �,��� 2 - # 5 BARS GONT. � ::. _ _ . .__,_.. ... _ .. � � �` ;� � `. _.._ ,.._.. ._ � � _.,_i_ _._ ..,_. _... . � --- -._._ I ` '--- -� i ! � , 0 � � x � 16Qx120 24'i60x120 � �, . �. ..._, _ _�. _._._ _.. i _ _ ___ ._-° - ; . � G �- --�- _._. � �_..._.�. .— _.-- ._7 �' � "- -._ .,.� a- �� ( t I { E i C t �� ! � % . . .. _ . _. I .. ._" ...... .. .. .... ... ... .. . .. ... ....... _... . ._..�. . . ..._.._.. � �- - . . .. _...._.. . ... ._._ _.. .� t - - _.....__ _ . . . ... ..... ..__ ... ._._.. . .. . ._e.._ _ --.. ......_. ..._.._........ .. ...... . _ .. � � --�,1" \t'�= � 5,�..� ,.,,� . _ _ _..�. ... ...YO. ...._ _ _.. ... ___ ___. _ , __ vv ... �-�-�_� �w _: ,.. 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