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HomeMy WebLinkAboutB14-0096 Structural Revisions plans r ���� �_ ti_ . ,, '" LVL BM. PER ' ��" ��°� � �a�;;� PLAN �'� ��94e����",��"� 1 2 3 4 .; �°���'F��f�@��0�'� SIMPSON F� 412, 1 r�.�n.� �� TYP. � � ;�c.y°F,e,'� e 1 h " �1� � � 2x12 LOOKOUTS C�? 24" O.C. o o N � � m� S7 (TAILS TRIMMED TO 10" MIN. � � �� � o ��� i i� � \ o DEPTH) ` o o ��II � o ,rY��������������� � o � �� � I I I V � ' � LVL BM. PER � I I I PLAN 04/07/2015 A - - � � ` (8)-TRUSSLOK 2 SCREWS EA. SIDE, � � � S8 � (16) TOTAL EA. END a' r� `n 2 ' rn � 13/4 11 $ IL' � 12' O.C. � � . N o� � U � � � rn I S8 J SI P ON H 41 , I I 3 ,, _ , „ Z .-� � P � SCALE. /4 - 1 -0 - � a o � � S�� Sg � p � rn EXTERIOR HEADERS ARE: � � .� (3)-2x10's W/ (1)-2x6 " � � � � E�TY . � � � � � � DA TYP. Ca? RAFTER & z �' X TRIMMER AND (1)-2x6 � � � Y �fY 2 -1,1 /$ V L W � � (2)-11 /$ VL (LOW) LOOKOUT BRG. S7 Q .� � � KING STUD EA. SIDE, TYP. I I I - I I ~ � � UNLESS NOTED OTHERWISE I I II (3) 2� 8 IGH) I I I I I 3�-2 ��I� I I � � � I J � I I J I � 3 7Y4LV - Y4LV - Y4LV 3 - Y4 VL 3 -74 L I I � z �' 13/4x11�/8 LVL LEDGER w/ (5)-LEDGERLOK I I II I� S6 I I I I I� J I � H O � � SCREWS � 12" O.C. BLOCK BTWN. STUDS I � I� I� N \ -�(5 E NA LS, I I\ N �I I I I 2 U � ,� c`no FOR LEDGER ATTACHMENT. ATTACH w/0 � MI , TY . � � X S8 � � � ao EA. SIDE OF BLKG. TO STUDS I I II I� � I I I I I I I� N �I I I I I +� X o I � � I� M � I � I cv j I I i I 13/x11 $ VL' 12' 0 C. 13/4x10" (MIN.) LVL STRUCTURAL SUB-FASCIA � � m � I I �I I TO BE CONTINUOUS WHERE INDICATED, TYf�. � o J I I � u� � > c. . I I I I � WJ I I � EXTERIOR HEADERS ARE: � � �� i i 3 x�7 LV � � � i � � - - J (3)-2x10's W/ (1)-2x6 3 I I' � �� � � � � � 41 �t I I I I I I � � � � � � � � � � � J ,y,�6 � � ,�I� � � L W � � , � ,I , � � � TRIMMER AND (1)-2x6 � Sg +� I I i i �i � � � I I I I I I I I � � � � � _ I i � � � � KING STUD EA. SIDE, TYP. �- - C� �; 'i i i i i i I i i i i i "� - �T i i r, i i � I I I I I I I � i i i i� - � UNLESS NOTED OTHERWISE I � i d' ,i i �' i i � i i � i 1 �� � i i X ���`' �G' I I' + �' � +� +e' � I I +�' I I E �TYF� I I � � , i `L � i , I � i i i � 3 � I � � W6x15 OR 8x13 LOW) � � ��� - � i � � � � � � � � �� � I i i i 1 /4x11 /8 LVL LOOKOUTS � � B � � � I 24 , TYP. (TAILS TRIMMED TO +�°` 3 13/4x7Y4 O-1 /4 7Y4 � �—�3/4X Y4 � 1 /4x7 4 LV � 1 4x7 3 13/4 7Y4 O-1 4x7 LV � � � � � 10" MIN. DEPTH) � � � )- � � )-, � � )- � ) �J �J i i �+ LVL (HIGH) L L (HI H) L L (HIG ) J� 6 L L IGH) LVL (HI H) +�, ` i i I 34 � „ � � ) 1 /4x10" (MIN.) LVL STRUCTURAL � i i i 1 /x11 /$ LVL LEDGER w 5 -LEDGERLOK 3 �, o i � � SCREWS C� 12 O.C. BLOCK BTWN. STUDS SUB-FASCIA TO BE CONTINUOUS WHERE � J i i i FOR LEDGER ATTACHMENT. ATTACH w/0 INDICATED, TYP. % � � I � ALL HIGH WINDOWS TO I i i i I HAVE 2 -2x6 TRIMMERS & EA. SIDE OF BLKG. TO STUDS i i � � i � � I 13/4x18 LVL LOOKOUTS C�? � X 3 i i i 24", TYP. (TAILS TRIMMED� � �'� � (1)-1 /4x5Y2 LVL KING STUD, i i i „ � i i I TO 10 MIN. DEPTH � � TYP., EA. SIDE OF OPENING. i i i � ^ I � � I I I 3�4 }/4 I I I I — - - / � � � .�� _ i � i i i i i I I I I I I '� i i i i i� � ^�\ ,� � � � p�+ BD TYP. i i i i i i 0 ) i i i i i � 3 � .-. ; i i i i +�O i i � � � � � � +. i i -{-�O i i ..}. � � -y-�` �V � _ � � � i � i � � ���L � � � � � � ���' � Q • � �`ti �� �` � c� ii i i i i i i 1 G. i i � �� r� C — — � �- — — — — � � � � � � � � I I I I I ��' I � ��"� �`L � �� � ��`��. , � � 1/ - � o J i i i i J i i i E TYF�. i i i i i W6x1 OR 8x13 ( OW) � I � � � x x ap �O � —� �4X7 L�/ 3)- /4x7 4 (3 -13/ Y4 � �—� 4X � L�/ �O �3 —�3�4X7 4 �3�—�3�4X7Y4 3 � � � e� � � X � + VL HIG LV HI � i`L+ LV (HIG LVL HIGH �3�-� �4X�Y4 rT, � � � � „� � � � LVL (HIGH) / �1 ��' � ' � � � 13/4x18 LVL � � ALL HIGH WINDOWS TO p r', � LOOKOUTS � 24", +�°` � I HAVE (2)-2x6 TRIMMERS 8c � �� TYP. �+ � I (1)-13/4x5Y2 LVL KING STUD, o � � (TAILS TRIMMED TO ��`� � 13 x18 L L C� 2 " O.C. �3/4 18 L L 16" O.0 TYP., EA. SIDE OF OPENING � � 10" MIN. DEPTH) o � � X J � DOUBLE LVL TAILS � � BD TYP. � � AT CORNERS, TYP. I � I J '" p�+ � � (3)- 3/4x11 LVL 00 �'�+ _ � � � 6� D - - �+ +� - - - - - - - - - - - - \ ^ �- 6� �+ ��, j� _ � � � � � �+� �+� `. .� � 1 � � � � � � � ��' � O O � � (3 -13 x7Y4 LVL � � � E � �I3/4X 8 L L � 16" O.C. 13/x18 LV C� 2 " O.C. � I I 3)— 3/4x 1 1 Y4 v� I � � s8 � � �� � � � 13/4x10" (MIN.) LVL STRUCTURAL c�� � SUB-FASCIA TO BE CONTINUOUS WHERE +`O � �' o � � I INDICATED, TYP. I OO TYP. C�? RAFTER & i`1' � � LOOKOUT BRG. �`L1 � I DOUBLE LVL TAILS C�? � � � ° CORNERS, TYP. I I �' I � � � — — — — — — — — — — — — — � � � - - - - - - - - �� (3)-13/4x11Y4 LVL � � I I S8 I J�� I '� S9 � I I I I s � (3 -13 x7Y4 LVL +R � 3)-13/4x7 4 L L (3) 13/4x7Y4 LVL M NOR H R � � � � R A M I N G P LA N SCALE: 1 4" = 1 '-0" designed by CMR JMO I I I I drawn by � PLAN NOTES I /�+� J J J I checked by 1. POSTS BELOW ARE INDICATED: � �`L1 � � � issued NON-CONTINUOUS POSTS FROM ABOVE OR RIPPLE POSTS ARE INDICATED: � � SINGLE STUD TRIMMERS THAT DO NOT REQUI E BLOCKING BELOW ARE INDICATED:� PROGRESS 03 27/14 S8 � 2. ALL POSTS ARE LABELED AT THE TOP. I I I I PROGRESS O4�H 14 G I 3. ROOF SHEATHING IS 5/$" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. I I I PERMIT 04/8/14 4. "� " INDICATES CONNECTION TYPE - REF. 1 FOR SCHEDULE. REVISED 05/22/14 REVISED 02/05/15 5. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). REVISED 04/07/15 I I I I I I I I I I sheet I I I I I � I I � — — — — — —� � N 0 1 2 3 4 5 JOB #1402-06 _ �..`� .. �,�Y e,�� ��'�.v'�9��fl�c,��.�. _ ,; �,. �° F�Ef3 �'Q�'� ,T � �� ^`�°���^ f��� �� - ,�, -, t IT � L�-t;1�t�.�_�� ti �� �i� e � i � 7- i � ,_� �-i ts� o�� /� - r, i �� � �u .. a�Rsx. i - �� T � �� i i - . - �d _,._ �f ,� I �rt I�i_ ��� '��,.1,�OpO �. , �_���r'-i rt�� � � \ _I_� _r _� 't,4�° om6D��S���� . '�� �- i � �'_�� ���'�����^� ;` � _ ��� . .� — � STONE VENEER PER i STUD WALL & ARCH. � SHEATHING PER PLAN 04/07/2015 i 2x12 BLKG. BTWN. � 13/4x11Y4 LVL's RAFTERS � BRG., � o, � _ _j ,;� PER PLAN TYP. - � � » � STL. BM. PER PLAN � a� � 2�4 5" CONC. SLAB PER � STEEL RIDGE BEAM U -� � � PLAN PER PLAN W/ 2x z � MAX. NAILER - � � �o �a _. � o � 78'-0 (n � �� T.O. SLAB - � � � _ a Z � X � I I CAP �j': 5/sx5Y2x0'-7 � = Q „ � I I ��pe�``'�����y� � 5 SCALE: 3j4,. _ �'-0° Q �� � � 3js � COL. PER PLAN o�o����.�� � � � '%��i�'! S8 � � ,> � 3j6 � � #5's VERT. � 16" O.C. z a' 1 0 S C A L E: 3/4' = 1'-0" � � � S8 — #5's CONT. HORIZ. � 16" O.C. BEAM SIZE & T.O. U _ � °,n° , PLYWD. VARY O SIM. � 1Y2" LTWT. CONC., TYP. � � � � ao 0 5„ 5„ � � X o �516'W O.0 � � � 105'-10Y2 � U m v �_9 ° �. __ _- T.O. PLYWD. � p Q � , � � u� � > � SEE WALL SECTION FOR REINF. � ° o 0 (2)-#5's CONT. HORIZ.� OC TYP. � � �C TYP. , TOP & BOT. A, / Y2" EXP. MAT'L, TYP. . j� � �-�� ���e � / � COUNTERFORT WALL „ #5's TRANS. � 24" O.C� � - ' �5" CONC. SLAB PER PLAN 3'-0 - � 1Ya CLR. ` 72 -0 STL BM. PER PLAN W/ 11�/8" I-JOISTS PER PLAN (2)-#5 DWLS x � � � TYP. - � T.O. SLAB CONT. 2x R DRIVE-PINNED C� 12" O.C. ° � SEE PLAN `� � � � a TO TOP FLANGE � ALT. LEGS � � _ _ � - T.O.F. °° � � '����° �" a� N ^ � e '� <, ����x� � o � -. e� o ��,�`�� � � - �. _� � ������'��%�' o e I �°' ` °, � ���!'� (6)-#5's CONT. � � ° � � -� � a e e �' ` � ° e �'�� LONGIT. a�' - - � _ °� � �%�� 4 SCALE: aj4„ _ 1'-0" � , N S8 � - PERIMETER DRAIN - � � � PER SOILS ENGINEER 1'-6" 10" 1'-6" � v MIRROR � SIM. ��� #5's � 16" O.C. FOUNDATION WALL EA. WAY EA. FACE 3'-10" SEE PLAN -� ^ � (8)-#7 DWL's IN T.O. BEAM � � � - 10" 2 ROWS � END � OF COUNTERFORT 8 SCALE: 3/4" = 1'-0" � � � Sg � STEEL BEAM � J PER PLAN � � n CAP �: 5/8"xBM. WIDTH � 10" SEE PLAN _3 �� x0'-8 W/ (2) /4 � I I � � THRU-BOLTS. - � SEE PLAN SIDE OF WEB OR WELD HSS COL. PER PLAN � � 87'-8Y I_ T.O.W. T.O. STL. � � ° ° I I � - 5„ I I � � CAP & BASE h': � � �j Y2x4Y2x0'-5 3 � � � SCALE: 3/4" = 1'-0" \ SEE PLAN TYP. 3/6„ �HSS3x3x3/6 C.P. S8 �q rT� ' � � � � —�-----�— � +� T.O.W. 3/6,� 5�4„ 85 -8Y T.O. STL. �, �_ --r---- i i -� i � � � � � � � (2)-#5's CONT. , I HORIZ. TOP & BOT., 84'-83/ � � TYP. T.O. STL. (4)-10d NAILS INTO 2x BLKG. BTWN. � (4)-10d NAILS INTO � � I I I I I `�, � EA. LOOKOUT, TYP. LOOKOUTS � BRG., TYP. � EA. LOOKOUT, TYP. � � --r---- a a � \ STL. SHIM w/ (2)-5/s"� EQ. EQ. � � � � T OLTS (1 EA. SIDE OF WEB) � OR WELD � � � � --�---- � I I I STL. BM. PER PLAN � � � � � I I I I I �� i ,� � ; � � _�____�_ _i_____�� CONC. COUNTERFORT ' �'' I� � � � 4 J ♦,� � ��� I i`; � � � � � #5's � 16" O.C. EA. "�� QA TYP. � � ' WAY C�? EA. FACE IN � , � � � � 7 SCALE: 3/4" = 1'-0" 13/4x11�/$ LVL STRUCTURAL � I � I I I COUNTERFORT SUB-FASCIA, TYP. } L �,_�___�_ _ ____L L S8 13/4x11�/$ LVL RAFTERS ( )-#7's VERT. IN 2 I � I I I �ROWS � END OF 13/4x11�/$ LVL LOOKOUTS PER PLAN � � 24" O.C., TYP. � I � I I I� COUNTERFORT 2'-0 (2)-#5 DWLS x o ♦ ° I I I I I � 1Y2" LTWT. CONC., TYP. 2x6 STUDS Cs� 16" W/ --�---- � I I I g 7 DWLS x o � FLOOR ASSEMBLY PER Yz PLYWD. OR OSB designed by �MO � 12" O.C. � I � I I I � � �-# I � PLAN CLR �M O , ALT. LEGS _ ____ _ C� END OF � � draWn by � � � I— �r COUNTERFORT � BLKG. BTWN. JOISTS � _�� ____ � I � � � � �''� 2�-6 �� BRG., TYP. ch ecked by TD H SEE WALL � � ° . , � � I I I issued SECTION FOR � � I � � � I � � � � � #5 DWLS o 2 SCALE: 3/4" = 1'-0" REINFORCING � � � � � I � I � I � x � 16" .� � _ —L�_---1�— 1�----J�l� / a.�. � s8 PROGRESS 03 27 14 � ' a —��---- � I � � � � � �j � —° ' PROGRESS O4�8�14 � � � � � � � � (,� 84>_gs� �� � >� � -� � � - � RIGID INSULATION PER ARCH.� � ! ' Y2" EXP. MAT'L, TYP. � I � � � I �"I � I T.o. sT�. ,; ,,, � PERMIT 04/8/14 I � I � I � I � I � —#6's � 8" O.C. EA. WAY � TOP 5" CONC. SLAB PER PLAN \ —� ___ � � �____ � � L 3 WELD 3 / f�E�/�SE� 05/22/14 � � —� �I— �� ��� � � �s°° sioES � �, ',;� REVISED 02�05�15 SEE PLAN � � � � � � � � � � SEE PLAN � '�� � j � i T.o. s�a,B - _�____�_ 1�____ � � N , i REVISED 04/07/15 � � � a SEE PLAN � ��� �°�� �� - a �������° T.O.F. � L4x4xY4x0'-7Y2 EA. SIDE w� � - � o a���� � ° o�� ��� a a a a - � � � ������� � a a � (4)-3/4"� THRU-BOLTS �� QA TYP. 13/4x11�/$ LVL RAFTERS / i i i � i� i i, � � ��O a�°'° � PER PLAN \��������� 4I J � I � I� � I � :'e va I I \ �/��� O — J \ `ii`% � I � I I ` � � � ° STEEL BEAM � �,, a a , ° I� I � � � a � PERIMETER DRAIN PER I I G � `� a a � � � -� CAP �: 3/4 xBM. WIDTH PER PLAN � 2x BLKG. BTWN. sheet ° ���a � I I I ° � �, ° SOILS ENGINEER 3 , I I RAFTERS � BRG., a � � =� '� � °� a l � VERIFY LOCATION IN x0'-9 W� (2)-/4 � , , ,, a � � FIELD THRU-BOLTS. - TYP. SIDE OF WEB OR WELD C���^�� I� HSS COL. PER PLAN i 2x6 STUDS � 16" � � W Y" PLYWD. OR J � 2 U I OSB SHEATHING #6's C�? 8" EA. WAY C�? �,� i i � BOT. 9 TYPICAL COUNTERFORT REINFORCING SCALE: 3/4" = 1 '-0" 6 SCALE: 3/4" = 1'-0" � SCALE: 3/4" = 1'-0" S8 S8 S8 JOB #1402— 06