6620 COMMERCIAL AVE 2018 Plans 2022-11-09

U � 10d @ 6"O.C. STUD A5 IZEQ'D GENERAL STRUCTURAL NOTES (�OOF SHEATHING WINDOW/DOOIZ ^ C516 911ZAP I'E(Z PLAN, HEADEIZ ( (1 V J � TRU55ES PER PLAN NAIL 6TRAP OVER � � 8d (0.131) @ 6"O.C. 6HEATH TRUSS f'ER 5W-4, �" SHEATHING ROOF SHEATHING PIZOVIDE INTERMEDIATE J015T PEIZ PLAN WINDOW /DOOR � (�j ' (THE FOLLOWING TO BE USED UNLESS NOTED OTHERWISE ON THE PLANS) FIZAMING A5 REQUIRED FIZAMING ]� � � A. GENERAL 10d @ 4 O.C. CS� 10d @ 4"O.G. ADD C516 STRAP FULL � � � RAWINGS AND 2 x_A5 iZEQUIRED WIDTH OF SHEAIZ WALL r � � N A L L M A T E R I A L S, W O R K M A N S H I P, D E S I G N A N D C O N S T R U C T I O N S H A L L C O N F O R M T O T H E D VENtED BLOGKING PLU516°END LENGTH, v P I Z O V I D E W E B F I L L E R A 5 7 Y P. � THE INTERNATIONAL BUILDING CODE (2015 EDITION). CONTRACTOR SHALL VERIFY DIMENSIONS AND H1 @ 24°O.C. KEQUIf�ED V I D E 2 x Z � � CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO S H�A R W A L L f E K �� - � PLAN DETP�I L C BLOCKING BEHIND —� X C O N S T R U C T I O N. C O N T R A C T O R S H A L L P R O V ID E T E M P O R A R Y B R A C 1 N G F O R T H E S T R U C T U R A L C O M P O N E N T S C516 STIZAP,-n��. _ � UNTIL ALL F1NAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR (��"��L � _ � O SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR � z � PROCEDURES REQUIRED TO PERFORM HIS WORK. STRUCTURAL DESIGN OF THE BUILDING IS BASED ON = RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS AND MAXIMUM EXPECTED SERVICE LOADS. D�TA f L B � � � � NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION PROCEDURES. ANY � —J —� cS� PROPOSED FIELD CHANGES AFFECTING THE STRUCTURAL ELEMENTS SHALL BE DISCUSSED WITH THE _ � �' � ENGINEER OF RECORD PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL �' � � � ENGINEERING REQUIREMENTS CAN BE 1NSTALLED PER THE ORIGINAL DESIGN PRIOR TO CONSTRUCTION. ' � Z � �- SHOULD FIELD CONDITIONS NOT ALLOW THE STRUCTURAL ELEMENTS TO BE INSTALLED PER PLAN, THE EXTEf2101Z WALL � ^ CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION. w O � N � � B. DESIGN CRITERIA (2} �ow5 o�Y4�x4%2� 5�5 N � SGREWS C�16"O.C. � - ROOF LIVE LOAD: 25 PSF FLOOR J015T PEf�I'LAN 2 x 6 P.T. DECK J015T PER PLAN � Q- ROOF DEAD LOAD: 15 PSF —� FLOOR LIVE LOAD (RESIDENTIAL): 40 PSF —� FLOOR DEAD LOAD: 10 PSF � WIND: SIMPLIFIED METHOD D ETf�I L D � SPEED: 110 MPH (V ult) � ° EXPOSURE "B" � Kzt = 1.0 ' SEISMIC: EQUIVALENT LATERAL FORCE PROCEDURE SPECTRAL RESPONSE ACCELERATIONS: SS = 1.38, Sl = 0.53 SITE CLASS: D DETAI L 51 RESPONSE MODIFICATION FACTOR R: 6.5 ALLOWABLE SOIL BEARING: 1500 PSF C. CONCRETE 1. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH (f c) OF AT LEAST 3000 PSI, FOR WEATHERING. THE MIX (2) #�Top (2)#4 T01' Z SHALL CONTAIN NOT LESS THAN 51/2 SACKS OF CEMENT PER CUBIC YARD. NO SPECIAL INSPECTION IS a � �� ° O a . REQUIRED FOR DESIGN BASED UPON 2500 PSI STRENGTH. REINFORCING STEEL SHALL BE DEFORMED BARS -- 4_ � -- _ d : _ ,� a �� CONFORMING TO ASTM A615. ALL #4 BARS SHALL BE GRADE 40, fy = 40 KSI. ALL#5 BARS SHALL BE GRADE � a � °t (2)#4 CONT. � 6 0, f y = 6 0 K S I. L A P A L L C O N T I N U O U S R E I N F O R C I N G 3 0 B A R D I A M E T E R S O R 2' - 0' M I N IM U M. P R O V I D E �� o �d �.. ` a ° I=I�I=I(I d I—I I I—I I I `"'~ CORNER BARS AT ALL WALL & GRADE BEAM 1NTERSECTIONS. ANCHOR BOLTS TO BE MINIMUM 5/8 DIA J � Q (I 1=1 I I , I I 1=1 I I � BOLTS EMBED A MINIMUM OF 7". 3°CLEAIZ � a ` . �— I I— #4@ 16°o,c. a. I= I 1= -�-4 8 —�-4 -� z � " " " ~ X a .. ° CENTER IN WALL, � v � ALT. BENDS a a #4@ 16"O.C. � D. CARPENTRY Q - Of TION 1 � � ` � .a „ � #4 @ 10'�o.c. � � _ � #4@10 O.C. a 1. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING � � � � f1 RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: n da . a � d d v V J ' STUDS, PLATES & MISC. LT. FRAMING: HEM FIR STD OR BETTER _ _ � _ — � ~~ � �� 1 Y2'CLEAIZ � BEAMS AND HEADERS: _— u, z °a ° o — = I I —I I I—I _ a . D OU G F I R# 2 � � ° � ' A (2) #4 CONT. I I I—I I I aa . . NOTE:SLAB ON GRADE PSL BEAMS: 2.OE Fb = 2900 PSI ¢ o =I I —I . MUST BE IN PLACE f'I�IOIZ �--- a • �-- � ; , m TO FULL BAGKFILL OF WALL � p W a #4 J@ 1 6"O.C. � LSL BEAMS: 1.SSE Fb = 2325 PSI 3��CLEAI� d `� � o GLB BEAMS: 24F-V4 � � � � � ~ � e '� JOISTS: 2 x 10 HEM FIR# 2 OR BETTER OR TJI (SEE NOTE 2 BELOW) 4�� 8�� 4�� • ° a � (3)#4 CONT. °a a ° a 1.L.1 �OI'TION 2� __ ° FOO71N6 DRAIN 2. PREFABRICATED WOOD JOIST SHALL BE AS MANUFACTURED BY TRUSS JOIST MACMILLAN CORPORATION ' a — - ' � ° OR APPROVED EQUAL, JOISTS SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE D�TP�1 L F D1 � ° (2) #4 GONT. � . .,, � MANUFACTURER'S PUBLISHED SPECIFICATIONS. a FOOTING DKAIN T � a �—8 --�—8 —�--8 � 3"GLEAI� 3. SHEATHING - • �, o ° �--- �d a ROOF SHEATHING: U2" OSB APA RATED SHEATHING (24 / 0). LAY UP WITH MINIMUM 1/8" CLEAR BETWEEN - � E PLY LIPS AT PANEL EDGES MIDWAY BETWEEN RAFTERS. � D�TP�I L F D�J PANELS TO ALLOW FOR EXPANSION. PROVID C I I I I NAILING SHALL BE 8d COMMON (0.131) AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS -�4��-8��-t�-��t- 3��CLEAfZ UNLESS NOTED OTHERWISE ON THE PLANS. FLOOR SHEATHING: 3l4" CDX T&G MINIMUM APA RATED PLYWOOD (32 / 16) NAILED AND GLUED. NAILING SHALL BE lOd COMMON (0.148) AT 6" O.C. AT PANEL EDGES DETfi(L �D2 AND 12" O.C. AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE PLANS. PLYWOOD SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. (2�#a-rop 4. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE-TREATED. �,p,� �.5��H�� LP,T�1�f�L D�TP�I L5 5. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING ° t(MIN.) d I DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG-TIE , I—I I I—I I( a COMPANY. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY Q , I I I=I I I � a a HAVE ICC APPROVAL FOR EQUAL OR GREATER CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE a ° I �I 2'-0�� I � � ° SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. -I— — a a #4@16"O.G. � —��— . ` � _ ' „ i�=�� ,° . � - 6. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: ALL WOOD a #4@ 10 O.G 2'-0 —I I I— FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE � a ��.�II I I ° FOOTING a KEINFORCEMENT INTERNATIONAL BUILDING CODE. MINIMUM NAILING UNLESS OTHERWISE NOTED SHALL CONFORM TO ? TO MATCH FOOTING �I I I I o TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. �o a REIN�ORGEMENT,5EE _ a . � ° 1 Y2'CLEAIZ FOUNDATION WALL =I , a. � °. � a a _ 7. A L L M E T A L F A S T E N E R S I N C O N T A C T W I T H P R E S S U R E T R E A T E D W O O D S H A L L B E S T A I N L E S S S T E E L O R SECTioNS FOR 5iz� I I I . ` � �. �-- ° � a � 2/2/t$ � , . AND 5}'ACING �� a . . _ -° - — ° � — a a. HOT-DIPPED ZINC COATED GALVANIZED STEEL. a ,� J I :I I I=I =_ _ _ - - ° . F.......WE� � o � a . #4 J@ 16 O.C. �� ..... ;��III��ii��=��-�� =��—��I��=) aa d 2'-0 ��'s . �FWAS'y"'i;yl,�, � o o ° (6) #4 CONT. I 1 I �`�P �� DATE: 2 / 2 / 18 r- � o . �1=I a � o'�•. ° #4 x 3'-6"@ 16"O.G. ��_ ,' a,a 2'-0" 2.� ° FOOTING DiZAW �� .. DRAWN BY: MW . a. . . . a . ° �'�� WC J P> #: 1 -D � I I I .Q a a • .''•.•.,�Fc�sg Ep��4:�•�� o a � Q . — :.... .��S .. . � a -� ° .. s d ° a " ....�,, S�y_ � v a n u I�— . d . ' a 3 GLEAIZ —��—___°_ — °— � �� —��—��—��—��—��—��—��I— 10 8 2'-6 _��I=�I I—��-1 I I=1 I I_I I I_ �'' D ETf�I L F D4 5T�P1�ED FOOTING D�TAIL ORAWING SHEET NO. S5 OF S5