|
10D
<br /> 2X P.T.D.F.PLATE W/1/4" 6"MINIMUM
<br /> DIAMETER X 31/2"LONG t FIRST POUR SECOND POUR G E N E R A L
<br /> POWDERDRIVEN SHOTPINS ABBREVIATIONS .
<br /> �- @ 48"O.C.W/14 GA.WASHERS. STAGGER HOOKS AT STAGGER HOOKS CONTINUOUS 1 X 2 1'-0" LAP 1. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO RLL DRAWINGS
<br /> z PLACE FIRST 2 PINS 6"&16" ALL 4 CORNERS,AT NOIVIINAL KEY A,B. ANCHOR BOLTS F,J, FLOOR JOIST M,B, MACHINE BOLTS STL. STEEL ,
<br /> O FROM PLATE ENDS,TYPICAL. COLUMNS,AT TOP 2 B,N, BOUNDARY NAILING F.L, FLOOR LINE 0/C ON CENTER T,O,C, TOP OF CONCRETE UNLESS NOTED OTHERWISE.
<br /> � SHAPED
<br /> 2 PINS MINIMUM. CORNERS,AND AT C.B. CARRIAGE BOLT F.N. FIELD NAILING O,H, OPPOSITE HAND T.O,M, TOP OF MASONRY
<br /> "' t � T,O,P, TOP OF PLYWOOD 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
<br /> � BEAMS c 12D s°MINIMUM C,J. CEILING JOIST F,O.C, FACE OF CONCRETE P,J, POUR JOINT
<br /> 2X STUDS @ 16"O.C. � :a o • .a' • � • � C,L, CEILING LiNE F.O.S. FACE OF STUD P.T.D,F, PRESSURE TREATED T.O.S, TOP OF STEEL BUILDING PRE-FAB,ARCNITECTURAL, MECHANICALAND ELECTRICAL DRAWING
<br /> TYPICAL U.N.O. � COL, COLUMN F.P, FULL PENETRATION DOUGLAS FIR TYP, TYPICAL
<br /> 100 0 3, FRAMING CONDITIONS NOT SPECIFICALLY SHOVVN SHALL BE FRAMED
<br /> CONC, CONCRETE F.S. FINISH SURFACE P,D.S,P, POWDER DRIVEN U,N,O, UNLESS NOTED
<br /> s��N�IN�Mu� OTHERWISE SIMILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS, OR PER
<br /> INSIDE RADIUS= REINFORCING CONCRETE SLAB CONT. CONTINUOUS GA. GAGE SHOT PIN PRE-FAB ABOVE GRADE BUILDING PLANS, TYP,
<br /> ONCRETE SLAB DIAMETER OF VERT. PER PLANS PER PLANS DO DITTO HORIZ. HORIZONTAL R,D. ROOF DRAIN U.T. ULTRASONIC TESTED 4. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT,
<br /> ' ERPl..ANS BAR(1 1/2��MINIMUM) DIA,� DIAMETER H,S.B. HIGH STRENGTH R.J. R40F JOIST VERT, VERTICAL SHELL & RETAI L
<br /> ' o ' � POUR JOINT/CONSTRUCTION JOINT E,J, EXPANSION JOINT BOLT RAFT, RAFTER W.P. WEAKEN PLANE DUCTS, PIPING, VENTS, ETC,,AS REQUIRED, REFER TO ARCHITECTURAL
<br /> . � .a , . : a . •� COLUMN&BEAM TIE
<br /> (P.J.ON PLANS) E.N. EDGE NAILING LT, WT. LIGHT WEIGHT S.E, STRUCTURAL W,W.F WELDED WIRE AND MECHANICAL DRAWINGS FORADDITIONAL OPENINGS AND EQUIPMENT DEVELOPM ENT
<br /> EQ. EQUAL MAS. MAS�NRY ENGINEER FABRIC NOT SHOWN ON STRUCTURAL, ALL SUSPENDED EQUIPMENT TO BE
<br /> ADC�`ISTIRRUPS F,G. FINISH GRADE SQ, SQUARE PROVIDED WITH APPROVED LATERAL OR SWAY BRACING, .
<br /> N 0 N — B R G o WA� �S WHERE MORE THAN vs"SAWCUT SIM. SIMILAR 5. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 2015
<br /> �9� 2' TOP BARS „ CO(�lCRETE StAB CON C RETE WTERNATIONAL BUILDING CODE AND ALL APPLICABLE LOCAL CODES.
<br /> ,
<br /> 0 N.T.S. OCCUR
<br /> 3/4� PERPLANS WOOD FRAME CFT DEVELOPMENTS, LLC.
<br /> ��s"WIDE SAWCUT FILLED W/ HOOKS MUST BE — — �, PER SHEET SF1.0 6, CONTRACTOR SHALL STUDY THE DRAWINGS SPECIFICATIONS AND FIELD 1683 WALNUT GR4VE AVE.
<br /> GROUT OR ZIP STRIP OF DEPTH OVERACONTINUOUS o � � � � • � 1, ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE ' ROSEMEAD CALIFORNIA
<br /> SHOWN BAR{ADD#4 BAR N � o . o� � o o• • � CONDITIONS BEFORE COMMENCING WITH THE WORK INVOLVED,ANY �
<br /> � AS REQUIRED) � PRESSURE TREATED DOUGLAS FIR. 91770
<br /> � � _ 2. TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES, THE SAME DISCREPANCIES FOUND SHALL BE REPORTED TO THE ARGHITECT Telephone: 626-372-8122
<br /> REINFORCING � SIZE STUDS, SPLICES TO LAP 4'-0" MINIMUM AND 8E NAILED FOUNDATIONS IN WRITING FOR CORRECTION OR CLARIFICATION,
<br /> , Q . . ..... ... ...... ....__...........__._......_..._.........._...._.............. _ o INF. 7 E Facsimile: 626-403-8527
<br /> SEE MAIN BOTT M RE
<br /> I.�,�W�.�....��.�..�....�... ... �. .�.��. ����� p�p,N 1 112"MAXIMUM 2 WIT 21- 6d MINIMUM, EACH SIDE OF JOINT, UNO. , THE CONTRACT DRAWINGB AND SPECIFICATIONS REPRES NT THE
<br /> � • ' ' � ' . VAPOR TOLERANCEALLOWED 1 S I A� J 0 I N T 1. PER SHEET SF1,0
<br /> IN END 1!3 OF SPA�J BEAM STiRRUP 3. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN, THEY DO NOT
<br /> BARRIER S H E A T H I N G, P L A S T E R, E T C, I N D I C A T E T H E M E T H O D O F C O N S T R U C T I O N. T N E C O N T R A C T O R S H A L L
<br /> �� T C S A�� D S T I t � I � U P S 0 N.T.s. 4, STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY
<br /> CONTROL JOINT STEEL RESPONSIBLEFORALLCONSTRUCTIONMEANS METHODS TECHNIQUES
<br /> 5-1 .0 N.T.s. UNLESS SPECIFICA�LY DETAILED. ' ' ' All ideas,designs,arrangement and plans indicated or •
<br /> #3x3'-0" PLAI N � SEQUENCES AND PROGEDURES. OBSERVATION VISITS TO THE SITE BY represented by this drawing are the property of Panda
<br /> DOWELS @ 24" 1, 70 BE ASTM A 36 UNLESS NOTED OTHERWISE.
<br /> 5. PROVIDE FlRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FIELD REPRESENTATIVE OF THE ARCHITECT ANDJOR STRUCTURAL Express Inc.and were aeated for use on this specific project.
<br /> � � O.C. -GREASE BACKFi�� PER 10'-4" 2, ALL W SHAPES TO BE ASTM A 572, GRADE 50, OR ASTM A 992 GRADE 50.
<br /> �r FLOOR, GEILINGS AND ROOF. FIRE STOPS SHALL BE BE 2X NOMINAL ENGINEER DO NOT INCLUDE INSPEGTION OF THE PRQTECTIVE MEASURES None of these ideas,designs,arrangements or plans may be
<br /> .,..,..........,..............-.............-...,.......-m,.�.. .,......,.,..-..,.,,...-�.-.. .-...............,.......-.�..,...-.- ONE HALF OF SPECIFICATIONS ' 3. SQUARE OR RECTANGULAR TUBES TO BE ASTM A 500, GRADE B, Fy=46
<br /> Q C � DOWEL NOTE: 4D TYPICAL 1'-6" MIN, THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE OF THE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION, ANY used by or disciosed to any person,tirm,ar corporation
<br /> ,, . . . . � . . . . D = BAR DfAMETER 2 1 2 MIN. KS�� without the written permission of Panda Express Inc.
<br /> " • •' ' ' ' : � �• ' ' ' . � —REINFORCING R= BAR RADIUS AS FOLLOWS: GROUND ENCLOSED SPACE, PLACE FIRE STOPS AT A MAXIMUM SPACING OF SUPPORT SERVICES PERFORMED BY TNE ARCHITECT AND/OR STRUCTURAL
<br /> '' ' ' ' �' �� ' � ' ' � ��. ' ' l SEE 3D FOR#2 THRU#8 BARS INCLUSIVE �INE 6'-0" IN TNE VERTICAL DIRECTION, PROVIDE 2X FIRES STOPS IN ALL ¢' ALL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM
<br /> .. I q 4D FOR#9 AN D LARGER BARS ACCORDANCE WITH A,I,S.C, "SPECIFIC/�TIONS FOR STRUCTURAL STEEL
<br /> , �`'�._���� DIRECTION. PROVIDE 2X FIRE STOPS IN ALL FURRING SPACES, BUILDINGS". USE LATEST ADOPTION OF AISC. CONTfNUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED
<br /> VAPOR R � � I I c�l VERTICAL AND HORIZONTAL,AND AT A MAXIMUM SPACING OF 6'-0" 5, STEEL FURNISHED FOR STRUCTURAL LOAD CARRYlNG PURPOSES BY OTHERS, THESE SUPPORT SERVICES WHICH ARE FURNISHED BY THE REVISIONS: DATE: BY:
<br /> CO N STRU CTI ON JO I NT BARRIER 90 DEGREE � � ( � �,'��T' W� IN EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN SHALL BE PROPERLY IDENTIFIEQ FOR CONFORMITY TO THE ORDERED ARCHITECTAND/OR THE STRUCTURAL ENGINEER, WHETHER MATERIAL
<br /> TOOL HOOK � � � � �'�' � j ADJACENT WALLS. GRADE lN ACCORDANCE WITH THE SPECIFIED ASTM STANDARD. ALL IN OR WORK, AND WHETHER PERFORMED PRIOR T0, DURING OR AFTER 0 COORDINATION 10/24/18 JM
<br /> 180 DEGREE � � _ � ACCORDANCE WITH I,B,C, SECTION 2203.2 COMPLETION OR CONSTRUCTION ARE PERFORMED SOLELY FOR THE � PLAN CHECK 12/11/18 JM
<br /> ADIUS i REINFORCING- � co � HOOK � � O � o = 6, ALL PLYWOOQ NAILS SHALL BE COMMON ONLY,ALL OTHER NAILS �
<br /> SEE PLAN NO EXCAVATIQN � 2 z f- WELDING: PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING �
<br /> m BELOW THESE � SHALL BE GALVANIZED OR COMMON BOX, NAILING SHALL BE PER �.� -
<br /> �...,W��".'.,,��.��..."."....,,....."_.�,.......�......,."..���..��.�.".....��.��.��... ....�.,�......���...,�.�. Q LINES �� - - CHAPTER 2 ABLE 2304 91 OF THE CALIFORNIA BUILDING CODE 2013 1, OR STRUCTURAL STEEL TO BE IN ACCORDANCE WITH A.W,S, CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT �
<br /> F
<br /> o = � ' I — o a 3, T . . ' REQUIREMENTS FOR E70XX ELECTRODES, THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL QQ
<br /> � • • • 10 MIL VAPOR HOOKS &BENDS = — � �
<br /> J I I - z 7. B O L T H O L E S I N W O O D S H A L L B E 1/3 2"T 0 1/1 6" L A R G E R T H A N T H E B�� N O T B E C O N S T R U E D A S S U P E R V I S I O N O F C O N S T R U C T I O N. a
<br /> x : • � � ' : ' ' ' .. • '� � BARRIER r , "' 1. ALL BOLTS TO BE 3/4" DIAMETER ASTM A 307 UNLESS NOTED 6
<br /> I I 2 � NOMINAL BOL7 DIAMETER, ALL BOLTS SHALL HAVE A STANDARD
<br /> �--� 8, NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE �
<br /> #4 CONT. � � CUT WASHER UNDER NUT AND HEAD UNLESS NOTED OTHERWISE. OTHERWISE,
<br /> 12 1-#4 CONT, WHERE Z�' ' OVER THESE GENERAL NOTES, e
<br /> w O , „ 2. ANCHOR BOLTS SHALL BE ASTM F1554, ANCHOR BOLTS SHALL BE
<br /> D E P R E S S I O N i s DIMENSION = BAR DIAMETER d 8. CROSS BRIDGING SHALL BE PROVIDED AT 8-0 ON CENTER, MAXIMUM PROTECTED FROM TRAFFIC OR USE WHICH MAY DAMAGE THEM IN ANY 9, DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE
<br /> � S L E D G E GREATER THAN (1 M W I M U M T Y P I C A L, 1 1/2' F O R A L L R A F T E R S A N D J O I S T M O R E T H A N 8 D E E P.
<br /> MINIMUM @ COLUMNS) ---- STEP WAY, DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE
<br /> C 6 INCHES CONCRETE FILL, SAME WIDTH FOOTING AS 9, PROVIDE SOLID 2X FULL DEPTH BLOCKING UNDER PARTITIONS WHICH HEADED STUD SHEAR CONNECTORS: CONSIDERED FOR USE PROVIDED PRIOR APPROVAL IS OBTAINED ISSUE DATE:
<br /> �`' � SEE 36 BAR DIAMETERS @ AS FOOTING 8c FULL WIDTH REQUIRED 1, TO BE ASTM A 108,
<br /> m ( '`'' ARCH.CONCRETE (2'-0" MINIMUM) OF TRENCH. PLACE FILL PRIOR ARE PERPENDICULAR TO THE JOIST. FROM THE OWNER, THE ARCHITECT AND/OR THE STRUCTURAL 1ST
<br /> Q ""' """"' " TO PLACEMENT OF FOOTING TRUSSES �
<br /> „ ,„, .,,. , _. ..�......
<br /> _.,,,, .., . ,. .
<br /> ���.••,., ..w........ ...... . ...._._..,.......... 10 Q ENGINEER,AND THE APPLICABLE GOVERNING CODE AUTHORITY,
<br /> � ' �� .... . .., . ........ .Y�u.......�,G..., a M MAS R DIAMETERS @U � OM . �lVOOD STUDS MAY BE NOTCHED TO A DEPTH ON 25/o OF WIDTH
<br /> .... 12" 40 !V 2No
<br /> , . � � � �� . . , � ��) ONRY(2'-s" MIN M NOTE: FOR PIPES MORE THAN 3'-0" BELOW BOTT MAXIMUM, INTERIOR NON-BEARING STUDS WHICH MAY BE NOTCHED 10, ALL ERECTION PROCEDURES SHALLCONFORM TO OSHA STANDARDS. 3Ro .
<br /> � ' � " � � REINFORCING OF FOOTINGS TRENCH MAY BE BACKFILLED WITH o 1, MANUFACTURERSHALLSUPPLYTOARCHITECT ENGINEERAND
<br /> ���' � � � � � ' ' • '' � ' ' SPLICE COMPACTED FILL PER SPECIFICATION5. DO NOT TRENCH TO 40/o OF WIDTH MAXIMUM, � ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. QTH
<br /> . �� . . � . � �, �`�� -SEE PLAN B E N E A T H F O O T I N G A F T E R I T H A S B E E N P O U R E D. BUILDING DEPARTMENT, CALCULATIONS AND SHOP DRAWING5 FOR
<br /> 1 � _� 1 1, P L Y W O O D S H E A T H I N G S H A L L B E A P A S T R U C T U R A L I R A T E Q b T H
<br /> �— � 6 � �'�,�_SEE PLAN R E V I E W A N D A P P R O V A L P R I O R T O F A B R I C A T I O N. A L L C A L C U L A T I O N S A N D 1 1. T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R C O O R D I N A T I N G T H E
<br /> � MIN. BARRIER POR �6� R E I I �1 I o �A I \ B E N D {EXPOSURE 1) UNLESS NOTED OTHERWISE, ALL PLYWOOD SHALL SHOP DRAWINGS SHALL BE SIGNED BY A �NA REGISTERED PROFESSIONAL WORK OF ALL TRADES AND SHALL CHEGK ALL DIMENSIONS, ALL 6TH
<br /> S LAB D E P FZESS 1 O N �--� � P I P E C� �T G CONFORM TO TO U,S. PRODUCT STANDARD PS 1-83, ENGINEER. SHOP DRAWINGS WILL SHOW ALL CRITICAL DIMEN510NS FOR DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE
<br /> [� SV� N.T.s. DETERMINING FIT TO THE BUILDING AND THE LOADS THE 7RUSSES ARE ARCHITECT AND/OR STRUCTURAL ENGWEER AND BE RESOLVED
<br /> S��0 N.T.s. 12 WALL STUDS MAY BE BORED TO 25%OF WIDTH MAXIMUM EXCEPT INTERIOR
<br /> � �� �� 1/2" EXPANSION NON-BEARING STUDS, THEY MAY BE BORED TO 60%OF WIDTH MAXIMUM �ESIGNED TO SUPPORT. BEFORE PROCEEDING WITH THE WORK.
<br /> ' #3x3-0 PLAIN DOWELS @ 24 JOINT MATERIAL 2. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO
<br /> O,C. -GREASE ONE HALF OF NOTE: WHEN EACH BORED STUD IS DOUBLED WITH NOT MORE THAN DRAWN BY: BML
<br /> DOWEL REINFORCING (2)#5 MIUIMUM THIS STANDARD DRAWING SHALL 2 SUCCESSIVE DOUBLED STUDS. OBTAIN BUILDING DEPARTMENT APPROVAL OF CALCULATIONS AND 12. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION,
<br /> '� � � SEE PLAN SEE PLANS p APPLY U.N.O. ON THE PLANS SHOP DRAWINGS PRIOR TO FABRICATION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF
<br /> Q ..,.. ..... ......_o.....,.,.__.......W__...�._ , ,.__..........._,.....,...,......�.d........__o.....,..�. ,,,,..... 13, BORE HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF
<br /> 3 TRUSSES SHALL BE DESIGNED AND FABRICATED TO SAFELY SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
<br /> �~.Y1 N1NN. ~p'^�. I S AN � STUDS AS A CUT OR NOTCH, IN NO CASE SHALL THE EDGE OF A
<br /> � . .; -- EE PL . $, d ' � A , ., : � SUPPPORT ALL SUPERIMPOSED DEAD, LIVE AND LATERAL LOADS; CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ,
<br /> � � • a BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. SPECIAL LOADING SUCH AS MECHANfCAL EQUIPMENT ETC, AND ARCHITECT AND/OR STRUCTURAL ENGINEER, CFT PRO,IECT# CT1165
<br /> ' . � ' ' � 10 MIL D POST PER PLAN � �
<br /> BARR ER a 4 J 14, PROVIDE 2X SOLID BL�CKING BETWEEN RAFTERS AND JOIST AT ALL TO ACCOMCDATE ALL SPECIAL FRAMING GONDITIONS FOR THE CRM PROJECT# MCG 1$0658
<br /> PANS I.O N J O I NT M�N M�M z SUPPORTS. BLOCKING SNALL BE ONE PIECE AND TH�FULL DEPTH SPANS AS INDICATED OR REQUIRED. 13, PROVIDE SHORING AT ALL TIME5 DURING ALTERATION OF ANY EXISTING DATE: 10-24-18
<br /> SEE PLANS a ° OF THE RAFTER�R JOIST, 4, DEFLECTIONS SHALL BE LIMITED TO THE FOLLOWING; VERTICAL SUPPORTING MEMBERS.
<br /> w POST w/CB PosT ROOF TRUSSES-DEAD LOAD PLUS LIVE LOAD...,.1J480
<br /> � BASE (SEE PLAN FOR 15, WOOD CONNECTION DESIGNATIONS INDICATED REFER TO STRONG- 5, MINIMUM TOP CHORD BE 2X4 UNLESS OTHERWISE 14, FASTENERS OF PRESERVATIVE-TREATEQ OR FIRE-RETARDANT WOOD SHALL
<br /> � 1� S �A B D ETA �S CORNER INTERSECTION ALTERNATE SIZE) TIE CONNECTORS AS MANUFACTURED BY"SIMPSON" COMPANY. NOTED, BE OF HOT-DIPPED ZINC COATED GALVANIZED STEE, STAINLESS STEEL, ��/���TI�I �p�SV L TI�V �
<br /> CORNER 4"THK. CONC. SLAB OTHER CONNECTORS HAVING EQUIVALENT CAPACITY MAY BE 6, ALL CONNECTORS SHALL BE ICBO APPROVED AND OF ADEQUATE SILICONE BRONZED OR COPPER PER SECTION 2304.9.5. V1 � � v
<br /> S�0 N.T.s. W/REINF. PER PLAN.
<br /> USED. USE STANDARD CONNECTORS WHENEVER APPLICABLE, USE STRENGTH TO RESIST ALL STRESSES DUE TO THE LOADINGS AS 15. WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, WHICH G�OV� I�C.
<br /> : _ , BEAM, BEAM TO BEAM,AND OUTLINED IN NOTE 3 ABOVE. �
<br /> ..._...�......a....�...:..._..�....:..Q...::......_�_...:....:.�..:..::,...:.....::......_._...:.:....._.._..:...:............_... BEAM TO POST CONNECTIONS. FROM EXPOSED EARTH S LL BE OF NATURALLY DURAB OR PRESERVATIV 9 �
<br /> APPLICABLE JOIST G REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES
<br /> 4. � .d . � � � �9 . "�" 7, CROSS BRIDGING AND/OR BRACING SHALL BE PROV{DED AND HA LE E
<br /> {2)#5 MINIMUM '� ' •�e . '� r � � � � � 16, EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED DETAILED AS REQU�RED TO ADEQUATELY BRACE ALL TRUSSES. TREATED WOOD. WOOD FRAMING MEMBERS AND FURRING STRIPS PROVIDING STRUCTURAL DESIGiv -
<br /> p NOTE: USE#3 HOOKS� --Z .�, �. • � BASE-SEE DWGS. BRAND OR STAMP OF THE DOUGLAS FIR PLYWOOD ASSOCIATION. DEFERRED SU BMITTAL ti✓HART ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR COMCRET 2204 PLpZA DRIV�, UITE 130
<br /> @ 6 O.C, FOR#7 VERT 4 � , ; S
<br /> AND LARGER. SEE PLANS �� � �° � ��a d �� I � , WALLS BELOt�/GRADE SHALL BE OF APPROVED NATURALLY DURABLE ROCKLIN, CA 95765 �
<br /> �� . Q . . '�. �: � 17, ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR OF THE GENERAL CONTRACTOR TO PROVIDE SHOP DRAVVINGS AND DETAILS TO OR PRESERVATIVE-TREATED VVOOD,
<br /> � - _� FOLLOWtNG GRADES, CONFORMING TO STANDARD GRADING RULES � PHONE (916)256-4816 FAX (916)302-4005
<br /> m FOR WEST COAST LUMBER, N0, 16, UNLESS NOTED OTHERWISE; DESIGN ENGINEER TO REVIEW AND BUILDING DEPARTMENT FOR APPROVAL 16. THE STRUCTURAL DESIGN IS IN ACCORDANCE WI7H THE 2015 INTERNATIONAL
<br /> WALL END OR BLOCKING AND STRIPPING PRIOR TO FABRICATION PER 2015 IBC, BUILDING CODE AND THE CITY OF EVERETT, WA
<br /> , , , , , , . , , , STUDGRADE
<br /> , OPENING SEE FOOTING BEAMS AND STRINGERS , . , . , , . . N0, 1, Fb= 1350 1) ROOF TRUSS SHOP DRAWINGS AND CALCULATIONS
<br /> SCHEDULE ON PLANS 17, THE LOAD THAT HAVE BEEN USED IN THE STRUCTURAL DESIGN INCLUDING
<br /> RAFTERS, PLATES AND JOIST , , , , . , , , , N0,2, Fb=875 2 CANOP UTREL�LI ASH�O QDIR W�INGS N C CUlATiONS THE FOLLOWING; STAMP: ��1 ����'�y� ,
<br /> UUA�� � �T G o R E I f�l �o P O S T � �T G 2X4 JOIST AND RAFTERS . , , , N0,2, Fb=875 �� ��wa��,� ��"��,
<br /> �7� �� DEAD LOAD 14,3 PSF � �`O -� '�'c�;.° �>s� �
<br /> ,-- POST AND TIMBERS . , , , , , , , N0, 1, Fb= 1200 NOTE; .� �� �e�.
<br /> S N.T.s. S�0 ��.r.s. WALL STUDS , , , . , , , , , N0, 2, Fb=900 SPECIAL INSPECTION SHALL BE PERFORMED(PERIODIC) UNLESS SNOPS LIVE LOAD 20 PSF SNOW LOAD(Pfj 25 PSF � y � � '�==;=3
<br /> .-, �,� �£ - '
<br /> 18, ROOF DIAPHRAM NAILING TO BE INSPECTED BEFORE COVERING, ARE REGISTERED AND APPROVED TO PERFORM WORK WITHOUT TOTAL LOAD 34,3 PSF(DL+LL) �� �-� '
<br /> CONT, CLEAR JOINT AND FILL W/ 19, GLUED-LAMINATED MEMBERS SHALL BE INDUSTRAILAPPREANCE INDEPENDANT S.I. PER SECTION 1704,2.5 _ � 4�/fy-� ,, �;r=�s ��,��
<br /> NON-SHRINK EPDXY MIN -v WIND LOAD(BASIC WIND SPPED FOR CAT II BUILDING) V-110 MPH , �� �, j�� ,��
<br /> E=1,8,w/GRADE 24F-V4 FOR SINGLE SPAN AND 24F-V8 FOR CANT, �L�'"� -� y
<br /> 45 DAYS AFTER POUR � OR MULTIPLE SPAN. 2 EXPOSURE C Vwind=49,98 KIPS � ����; ��� \ .
<br /> SAWCUT JOINT WITHIN 4 � NET UPLIFT FIELD=S PSF �
<br /> HRS. OF POUR GpNTROL JOINT TOP OF FTG.
<br /> �� 2x6 FORM TO BE 3/8"x2'-0"SMOOTH DOWEL REINF. PER CURRENT ADJACENT �O� l� V�/���� ��,�r�� �� Sf� PERIMETER=10 PSF
<br /> CONT. FTG, 0,947,
<br /> � EXTERIOR SLA� REMOVED PRIORTO @48"o.a FDN. PLAN = POUR POUR TRENCH SEISMICDATA Ss=1.4 Sps= S, =0.545, So,=0,545, ��� �����������
<br /> ADJACENT PQUR � SITE C = i ROUP II
<br /> �.�..,��..� .�. a �f>2 C� �+`I�C�! l./�S A�'/L S-��(
<br /> v��.
<br /> o „ 2x6 KEY 2 Vseismic=25,9 KIPS LL ) � �� � �� ��
<br /> 5/8"�x 0'-8"ANCHOR N R CENTERED ON /����'� �� C G�i'1/S�'2Gc �£p�,
<br /> BOLTS @ 48"o.c. OR � FTG. q �+ ,nIn�/ '
<br /> HILTIX-DN172P8(ICBO NOTE: POURALTERNATE PANELS IN a SPECIAL INSPECTION �� 1� �V��t.����� UVt� 1 .
<br /> #2388) RV PI CHECKERBOARD FASION WIMIN. 2 DA �V���T�, VV�"1��IN4���IV �����
<br /> 24"o. , @ NON-SHEAR DELAY BETWEEN POURING ADJACENT SPECIAL INSPECTION BY CITY APPROVED DEPUT I P 0 IS RE UIRED
<br /> ��s, YP �- - - sLAe PANELS REMOVE FORM PRIOR TO ADJACENT PouR�- FOR FOLLOWING ITEMS WHERE OCCURS; SEE SF1,0&SF1.1 FOR ADDTL INFO. •
<br /> - -� CONSTRUCTION JOI NT FOOTING MUST HAVE LEVEL BAS 1, EPDXY AND EXPANS(ON ANCHOR INSTALLATIO -PERIODIC PROF'OSED USES; RESTAURANT AND RETAIL
<br /> � +�
<br /> 2 —0 �.
<br /> FTG. REQ'D W/ 2. CASI'IN PLACE CONG&REINF PLACEMENT PERIODIC �
<br /> A.B. ONLY VERICAL CONCRETE POUR STOP FORMED W/
<br /> � NON-BEARING FTG. #4 CONT. IN CURB PLYWOOD & HELD IN POSITION (REINF. MUST 3, STRUCTURAL WELDING(SHOP&FIELD) PERIODIC
<br /> 3 DOWELS @ 18" PENETRATE WHERE CONT,) CLEAN AND ROUGHEN 4. FOUNDATION EX AVATI S AND FILLS(P Y THE GEOTECHNICAL �.,,
<br /> FOR ELEV. OF o.c, IN CURB ALT SURFACE OF CONCRETE PRIOR TO ADJACENT POUR ENGINEER) CONT, /� ���'� ���� ��������
<br /> SLABS-SEE FDf�L
<br /> PLAN Q -B NDS a)SITE GRADING(IB ECTION 1804,4) ������'�1��' ����� �������
<br /> x �' '�� b PLACEMENT AND COMPACTION OF STRUCTURAL BACKFILL IBC SECTION 18fl3.4 �
<br /> WHEN POUR STOPAGE EXCEEDS 45 MIN, )
<br /> ��� NOT TO OCCU R IN GRADE BEAM 5. WOOD SHEAR WALLS(<_4" NAIL SPACING), DRAGS& HOLD DOWNS-PERIOD(C � ,
<br /> 6, STRUCT STEEL-PERIODIC �
<br /> FTG. @ CURB & STEP
<br /> � �I S C o D E TA �S � �T G . P 0 U R S T 0 P � NOTES & DETAILS �
<br /> s-1 .o �i.T.s. s—�1 .,o N.r.s.
<br /> 0
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<br /> � PROGFtESS CONSTRUCTION DOCUMENT
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