Loading...
HomeMy WebLinkAboutB11-0169 Plans Approved� � � (1)-#5's CCi1�1T. – � �EDGE ��5's @ 16'° VERT BEL�W �E�GE r,� 4� � 4 � d a. 4 '° a �� � e 1 '� � c ; a 4 d a Q a. a _ 4 . ��� �,� T 2x6 EXTERI4R WRLL STONE VENEER PER ARCH. (3)-1 3/4 x 11 718" LVL PER PLAN CORlT. � 8x4x7/16 LLV ALONG TdP C?F STflNE MANTEL W/ (�)-518"�x6" I.AGS @ 16" STC)NE CAP PER ARCN (3)-2�t10 PER PLAN STONE VENEER PER ARCH. � CONT. L $x4x7/16 L�V ALQNG TOP dF STflNE MANTEL w� (� }-5/a���xs�� tAGS � � ��� �STOfVE VENEER PER ARGH. (BEYOND) STONE CAP PER ARCH /'�� PRUVIDE 2x6 UNDER � STONE VENEER � 1 1/2° LT. WT. TOPPING 314" 7&G PLYWD. � Y � e i��� p�� 70 PLYWD. � � � A d d � � 1 7l8" I-JOISTS PER PI.AN 4 °� I-JQIST BLKG. PANELS @ 24" IN �IRST JQIST S{'AGE � W/ �5)-8d NAI�S INTt� ° . � EA. PANEL, TYP. CONT. TRTD. 2x12 W/ (2)- 16d DRIVE-PINS @ 16", TYP. REFER TQ 8/56 FOR REMAINDER OF INFQ. -�,( � o � � � PER PLAN , TOW �� r � ry�i r STEEL IN G4N7ACT W% SQILS - �HALL BE GALVANIZED AND SNALL BE Al-fACHED T(� THE FUUNDATIflN WJ GAI�VANIZED aR STAIN�ESS STEEL ANCHORS O� PRQVIDE WA7ERI'RC3d�ING PER ARCH. - RECOMMENDATflJNS COLUMN P�R PLtaN CC)NT. DRC)PPED BM PER PLAN Nt�TCHEC� AT CULUMNS KNIFE f�:11�°x6" x2'-8' {6)-3l4" � T.B.`s (71NC? MEMBER COUNTER� MAX. 1 1 /2"} °�'a *` Q a � C, . q � . � �� �,.--- 10 x 10 P4ST PER PLAN 2x6 EXTERIUR WA�L (BEYC�ND) 1 1/2" LT. Wf. TOPPiNG ,;�, (BEYQND) `- 3/4" T&G PLYWD. {BEYUND) �„ � _--- ----a- DCdC]I AA1 1 70 PLYWD, �/ f �--- STEEL STRAP:II4 x3 x2 -0 —� WJ {1 }-5J$" Q.i x 8"' EXP. ANCH. � s� �2�-a/a�� � x ��� �a�s PROVIDE 2x CQNC. WA�L WIDTH �, "„ �,�,., BELOW WD. COL. PER PIAN REMAfNDER OF INFQ. NdT SHt7WN FOR CLARITY REFER TO 5JS6 FOR � REMAINDER QF INFO. ��i] ���+ �_, ���� ��� ���� v1AINDER t�F O. NQT BHOWN � CLI�RITY LUMN PER PLAN : 3/4" = 1'-0 SCALE: 314" _ �'-0 ,_� 1 . � � - o � -' - �o '- r-'" PER PLAN � TOW `� T ,.ry� STEEL IN CONTACT W! �OILS — SHALL BE GALVANIZED AND ShiA(�L BE ATTACHED TO THE FUUNDATION WI GA�VANIZED (�R STAINLESS STEEL ANCHORS OR FROVIDE WATERPR�OFING PER ARGH. RECOMMENDATI(JNS � 10 x 12 PC7ST PER PlAN ..r-'" 2x6 EXTERIOR WALL (BEYOND} 1 1f2" LT. WT. TOPPING (BEYONQ7 314" T&G PLYVJD. f��oNga - - � ° - - - PER PLAN TO PLYWD. Y o — — �t - - a a� I �-�- STEEL STRAP:1/4"X3'"x2`-0,� Q W/ (i)-518" � x$" EXP. ANCH. � & (2)-3/4" � x $" LAGS PROVIDE 2>c CONC. WA�L WIDTH � BELOW WD. COL. PER PLAN a� 4 a � � REMAINDER OF INFO. NOT SHQWN FOR GtARITI' d � � a REFER TQ 5/S6 F{JR � REMAINDER OF INFO. —� d �w ��� q��� ' 1�,� 1�''� � � ';',;� • ��.... � � u�ir=i�=; ��_14.i1.��:1, k ��:ii:��:il.�k; � �) r STEEL IN CONTACT W/ SQILS --° SHA�L BE GALVANIZED AND SHA�L BE ATTACHED TQ THE FOUNDATION W/ GALVANIZED OR STAINLESS STEEL ANGHORS OR PRQVIQE WATERPRQOFING PER ARGN. ° RECQMMENDATkONS 2x10 BLKG. BiWN. JQISTS @ BRG. 2x6 DECKINCa PER ARCH. 2x8's SISTERED TQ � I-JC?ISTS @ 16° t�.C. �PE�R PLAN Y TQ QECKING��'-r--`���'-` �CONT. 2x8 RIM W/ (3)-10d NAILS 3�_��� MAX. � � �. a � a. d 'a ., a d �. . �,,..-- 10 x 12 P4ST PER PLAN """�i _ .- �.- 2x6 EXiERIOR WA�L (BEYC3ND) 1 1/2'" �T. WT. TOPPING (BEY(7ND) ;� 3I4" T&G PLYWD. {BEYOND) � _ - - - - - _ PER PLAN TO PLYWD. STEEL STRAP:1/4"'x3"`>c2"-4" � WJ {1)-5/8" � x 8" EXP. ANCH. & {2)-3/4" Q3 x 8° lAGS PRQVIDE 2x CC)NC. WALL WIDTH BELOW WD. CC3L. PER PLAN REMAINDER 4F INFC). NCJT SHQWN FOR CLARITY REFER TO 5/S6 FOR � REMA1fJDER 4F INFO. �� - 1 �_0 I-JOIST BLKG. BTWN. JOISTS 1 1/2" LT. WT. T�PPING 3f4" T&G PLYWQ. - ---�_..._------ v._e__ PERPIAN ro p�Ywo. . � . .. . �'�" � : .... ••i � : 1 , i` " = 1 °-0 {4)-10d {3") BOX NAI�S @ 12" O.C. (ALT SIDES) PACK B(JTH SIDES OF WEB W/ 7I8" PLYWD. WI FACE GRAW VERT. TIGHT @ BQT. --° 2x6 EXTERIOR WA�L �� 1 1J2" LT. WT. T�PPING 8l4" T&G PLYWQ. � _.._�_����.._.e_��_��_._— PERPLAN _ ___._-----___ TO PLYWC 9 1/2" I-JOIST � PER PLAN 6x12 DROPPED -'' BM. PER PLAN 2x6 EXTERIQR WA�L 4'-6" MIN. � �- EXTEND Pl�YWB. 6° PAST 2>c8's �- 1-JC?IST SLKG. BTWN. JQ{STS -r-� �li 1 Q x 1 Q POST PER PLAN KNIFE f� : 1 /2"x8"x0'-10" - W/ (2}-3/4" T.B.'s (COUNTERSfNK 1 1/4" MAX) � 11 7/$" I-JOlST PER PLAN � 3/16" 1 1f2" LT. WT. T�PPING 314" T&G PLYWD. ° - - PER PLAN T� PLYWD. �1/4" FITi'ED WEB STIFFENER {QNE EA. SIDE) STL. BM's PER PLAN W12x BM. FLANGE WIDTH DRfVE- PWNED T(J STL. @ 16" (2x NC?T SHOWN) SCALE: 3/4" = 1'-0 CONT. 1 1/8x11 7/8 --, RIM-BC7ARD PER PU�N WATERPROQFfNG & - FLASHING PER ARCH. 3" OF STONE & MORTAR BED PER ARCH. 2xRIPPED SL�EPERS --� 3J4" T&G PLYWD. °--� � � LVL Jt�ISTS PER PLAN °� `�° STL. BM's PER PIAN W/ 2x -'' BM. FLANGE WIDTFi DRIVE- PINNED TO STL. @ 16"' CONT. 2x10 LEDGER W/ (4}- - 10d NAILS @ 16" O.C. STL. BM's PER PLAN W/ 2x BM. FLANGE WIDTH DRIVE-RINNEQ TO STL.. @ 16" (PROVIDE EXTRA 2x TOF' !� JUST BEY�ND LVL BM. PER PLAN FQR I-J(�ISTS TO BEAR ON) (PACK OUT WEB 50LID WJ TiN(� RC)WS OF 5J8" Qt T,B.'s STAGGERED @ 48" C}.C., t�NE EVERY 24") 2�c6 EXTERI(JR WALL 2x8 EXTERIOR WALL (BEY(?ND) 1 1f2° LT. WT'. TQPPING 314" T&G PLYWD. - - - - - - PER PIAN Tt� P�1'WD. P D T�0 4 T^— � o o ( TO ST�. CONT. 2x10 LEDGEFi W/ (2)- 12d NAIL� & (1)-3116" fZi x4° OLYLC7GS @ 6"' O.G I- O T SHUWN FC�R CLARITY : � � � • r � � � � w �i • ! • SCALE: 3f4" = 1'-fl IJPPER FL{��R / L�VVER R C� � F F RA� I�� P L,AN SCALE: � 14�� `,�_� PLAN NOTES: 1. FLdt�R JOISTS ARE 91/2" BCl/5000 SERIES @ 16" UNLESS N07ED C?THERWISE. 2. FLQOR BEAMS ARE DROPPED FRAMED UN�ESS NOTED "FLUSH". 3. TQP OF STEEL BEAM ELEVATIONS ARE NC�TED: {####'-##}. 4. FLOC?R SHEATHING IS 3/4" T&G APA RATED STURDIFL(�OR, EXP. 1, SPAN RATING 24" C3.C. 5. POSTS CONTINUOUB BELC7W AFiE INDICATED: � POSTS FROM ABdVE NOT CONTINUQUS BELOW AFiE INDICA7ED: ❑ 6. INTERIOR STUD BEARING WA�LS ARE INDICATED: ���� 7. {� 1NDICRTES CONNECTIQN TYPE. REFERENCE SCHEDU�E SHEET S1. 8, ❑ INDlCATES BASE P1ATE TYPE. F3EFERENCE SCHEDULE SHEE°f 81. 9. NUMBER (�F STUDS INDICATED C3N PLAN FOR BUILT lJP P(�STS ARE TRIMMERS (7NLY AND D4 NC}T INCLUD� KWG STUDS. 1�. �tJ NOT SCALE DRAWINGS. �. � � �� ����: . �, Y �..�� � _ . .�,� ,_ _ , � . . � ��� " .. �..���e��,v.�.g,,.��,� �.���_�� " -� ������ °'� � `� . � • . � .• * � �/ i i � . w ar • • � i � � • • � � • � � � C .� -i�a � ��� C� �� �k�� �� ���� Z � ;�s� ^ rv���,, -- � I.L � ��� � ��� � ����; � L1J ��� �� � �� t� W � vv s�� �W��N� �� , � ��"���� } , c ,- � ��� ���� � � ��� � ���� Z � � ,N . � � � i � �� � � � � "� rt s r r � i � � . � M � . � � . i � r r !• �i . r • i 1 �* r ��r r � �► ,� �