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10121 EVERGREEN WAY 2018 OUTBACK STEAKHOUSE Plans 2022-11-21
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10121 EVERGREEN WAY 2018 OUTBACK STEAKHOUSE Plans 2022-11-21
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Last modified
11/21/2022 9:29:36 AM
Creation date
3/11/2019 11:27:59 AM
Metadata
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Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
10121
Tenant Name
OUTBACK STEAKHOUSE
Permit
B1807-034
Year
2018
Notes
EXTERIOR TI FOR NEW SIDING, ROOFING, AND SOME NEW WINDOWS
Address Document Type
Plans
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' � ,� I L�===T—JJ � � � � I— _-�-� I I III .� � � v o � <br /> A T E Y E B R O W. �2 D F � �X, x 9 G L B � 1 I I � � � � � � � <br /> 2x10's � 12" O.C. W/ � SIMPSON HHDQ11 OR HDU11 I I I � � � V � �, <br /> S I M P S O N L U S 2 8 H A N G E R S o o � � � � <br /> � �N SIMPS NSLUS410�HANGER r� � � n n n I I I � .� � ; � W ? � <br /> H V �l <br /> � Q F='� �2 DF 4x1 Q F�USH � I I i� I I I I I I � � � 'o � o � o <br /> L O W � I 30"X30" ACCESS (l I I I I I I I � � � � I � � 4- � `-' W � <br /> S3.2 � <br /> SIMPSON MUC410 HANGER TO HSS ( I I I I I I I I I I � <br /> 3 ���?� COI.UMN W/ #10 TEK SCREWS I I l ( ( I I I I f I � . <br /> � ea gna y RE <br /> SIMPSON HHDQ11 OR HQU11 EXISTING HSS COLUMN � n ( � I I ( ( ( I ( ( � I <br /> $ #2 DF 4x10 FLUSH J � I lL - I I I I I —��— �- i-�- — O brawn By <br /> IN 6x STUDS TO FNDN � - � �-- - —C- --Z� _ —� �- ^ r -I -�-- - C- -� _C - - � �- - - -� - —L—T�7 -- -� -i -- - C -- L J - C LMG <br /> SIMPSON A35 C�D CORNER �.; �4" T&G PL`M/OOD OR OSB. SPAN RATED � ( � cn�ed Br MS <br /> #2 DF STRUCTURAL FASCIA 48/24 OR BETTER. NAIL W/ 10d COMMONS � <br />, #1 QF 6x6 POST Wf 6" O.C. EDGES & 12" O.C. FIELD. 5HEATHING g 9 7 � <br /> SIMPSON AC6 ONE SIDE I � SHAL.L LAY PERPENDIGULAR TO FRAMING. - 2x4 LEDGER oote <br /> � S3.2 S3.2 53.2 S3.2 06-29-18 <br /> �2 DF 4x10 FLUSH ( I (2) #2 DF 2x10's OR (1) #2 DF 4x10 #2 DF 2x4 �LG <br /> �ow � � � #2 F 4 #1 DF 6x6 POST W/ SIMPSON LCE4 ONE SIDE JOISTS � 24" O.C. � <br /> n � � <br /> S3.2 SIMPSON A35 C�D I FLU �- - - <br /> 4x10TOSTRUCTURAL � � - - - �Il� . � E� - - - - - - I — - - - - - - - � 1 <br /> , - — — — <br /> FASC IA EA S I D E _. T ` __'�. � --�fi �r�,�-- ,� ____ � T _ - ; �.... =.,..:� :.>� .�..,,._:;;.� - - -- - -- - --- - - --�_j-- - - - �PE o wAS ZR,9 <br /> � D <br /> �,L . ,.: ��:.��.��:��._.=,..�.�..���,...n; ., - � v .� I� <br /> �1 HF PT 6x6 POST W/ 2 2 � <br /> � ��"� '' c� <br /> SIMPSON AC6 ONE SIDE SIMPSON L S28 SIMPSON A35 2 572x9 GLB �x9 GLB S(MPSON HD 11 OR HHDQ11 SIMPSON hIDU11 OR HHDQ11 �� _ , � <br /> � HANGERS P � CORNER IN 6x �TUDS TO FNDN 1N 6x S�UDS �`0 FNDN � � SbADING INDICATES SHEARWALL � 1 <br /> SIMPSON A35 C� CORNER SIMPSON HDQ8 DBL 2x10 CONT ALIGN WIT STRAP ABOVE ALIGN WITH STRAP A�OVE =s'�°`�'�'""`` y <br /> �2 DF STRUCTURAL FASCIA OR HDU5 IN 4x � 5 <br /> SIMPSON LUS410 HANGER TO 4x10 � #1 DF 6x6 POST W/ SIMPS�N HDU11 OR HHDQ11 � � q S�, 2Q Q E�'� �, <br /> STUDS TO FNDN SIMPSON AC6 POST SIMPSO NDU11 OR HHDQ11 ALL HEAC�ERS TO �E (2) #2 D� 2x6 s W/ 90� r_�.,tlzaL �r�,': `� <br />� A T �Y E B R O W: �2 D F 2x 1 0's � 1 2" � � I CAP BOTH S�DES I N 6 x S T U Q S T O F N D N IN 6x STUDS TO FNDN <br /> O.G. W/ S I M�'S O N L U S�� H A N G�R S � LOW � 2 O (1) T R I M M E R & (1) K I N G S T U D E A S I D� U N p F s � <br /> S�.2 S�ONAL EN <br /> 0 0 06-29-18 <br /> ALL NEW 2x WOOD STUD WALLS TO <br /> BE �2 DF 2x6 � 16" O.C. UNO <br /> PLATFORM/ LOWER FRAMING PLAN P�o;e�t N�mbe� <br /> 3j16" = 1'-0" _ - TYPICAL SHEARWAL� CALLOUT. SEE 18313 <br /> a 1/S2.1 FOR SHEARWALL ELEVATION <br /> Sheet Number <br /> �3.0 <br /> 4 of 7 <br /> � <br /> I � <br /> L� <br />
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