1914 HOYT AVE 2016 Plans 2022-11-29

� � � / � � � � GENERAL ABBREVIATIC�NS GENERAL STRUCTURAL NOTES A.B. ANCHOR BOLT EL. ELEVATION O.F. OUTSIDE FACE � �, o �O ABV. ABOVE ENG. ENGINEER O.H. OVERHANG THE FOLLOWING APPLY UNLESS SHOWN OTNERWISE ON THE PLANS. ADD'L ADDITIONAL EQ. EQUAI OPN'G OPENING WOOD CRITERIA �Gj�O �, �� C� ADJ. ADJACENT E.S. EACH SIDE ORNT. ORIENTATE(ION) AIT. AITERNATE EXIST. EXISTING P•A POST ABOYE 20. FRAMING LUMBER SHALL 8E KILN DRIED OR MC-15, AND GRAOED AND MARKED IN CONfORMANCE WITH W.C.L.B. 1. ALl MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE �� (, �� APPRX. APPROXIMATE EXT, EXTERIOR P•8 POST BELOW STANDARD GRADING RULES FOR WEST COAST LU�18ER , LATEST EDITION. FURNISH TO THE FQILOWING ORAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (I.B.C) (2012 EDITION). ARCH. ARCHITECTURAL FFE FINISHED FLOOR EIEVATION PAR. PARALLEL MINIMUM STANDARDS: �� C�� @ AT FAB. FABRICATION PERP. PERPENDICUTAR 2. QESIGN CRITERIA B. 80TTOM FND. FOUNDATION PL. PLATE JOISTS (2x MEMBERS) HEM-FIR N0. 2. ROOF LIVE LOAD . . . . . . . . . . . . . . . . . 25 PSF BEL. BELOW FIN. FINISH(ED) QTY. QUANTITY F100R LIVE LOAD {RESIDENTIAL) . . . . . . . . . 40 PSF BLDG. BUILOING FLG. FLANGE REF. REFERENCE 4x BEAMS AND STRINGERS DOUGLAS FIR N0. 2. WIND . . . . . . . . . . . . (3 SEC. GUST , EXPOSURE �8„ 1 1 3 2 2 3 4T H. D R. s,E. BNDRY. BOUNDARY FLR. FLOOR REQ'D REQUIREO . . . . . . . . . . • 110 MPH ) 8.0. 80TTOM OF... F.O. FACE OF... R.O. ROUGH OPENING EARTHQUAKE . . . . . SEISMIC USE GROUP I, SITE Cl�4SS D E V E R ETT, WA 9 8 2 D 8 BRDG. BRIDGE(ING} FRM'G FRAMING SCHD. SCHEDULE 6x POSTS AND TIMBERS DOUGLAS FIR N0. 1. ALLOWABLE SOIL PRESSURE . . � � � 1500 PSF (Natu�al soils or compacted fiii) T E L: (4 2 5) 3 3 e ❑3 4 2 BRG. BEARING F.S. FAR SIDE SHT. SHEET SOILS ENGINEER OR BUILFING OFFICIAL VERIFY B/W BETWEEN fTG. FOOTING SIM. SIMIIAR STUDS, PLATES AND MISC. LIGHT FRAMING DOUGLAS FIR OR HEM-FIR STANDARD GRADE. E•MAIL: INFOQQ SABCOENGINEERS.COM CANT. CANTILEVER(ED� GB GRAOE BEAM SKW. SKEW(ED� WE8 SITE: SABGOENGINEERS.COM . C.G. CENTER OF GRAVITY GRD. GRADE SPC. SPACING TOP AND BOTTOM PLATES AT BEARING WALLS DOUGLAS FIR CONSTRUCTION GRADE. � CENTERLINE GWB GYPSUM WALL BOARD SQ. SQUARE CLR. CIEAR HDR. HEADER STD. STANDARD BOLTED STUDS, LEDGERS AND PLATES OOUGLAS FIR, STANDARD GRADE. 3. STRUCTURAI DRAWINGS SHAIL BE USED IN CONJUNCTION WITH ARCHITECTURAI DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHAIL NOTIFY COL. COLUMN HORZ. HORIZONTAL STGR. STAGGER CONN. CONNECTION I.F. INSIDE FACE STIFF. STIFFENER 2x6 STUOS ANO PIATES OOUGLAS FIR OR HEM FIR N0. 3/STUD GRADE. ARCHITECT ANO ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. CONST. CONSTRUCTION INT. INTERIOR STL. STEEL GLUED LAMINATED BEAMS (24F - V4) JUNE 17, 2016 CONT. CONTINUOUS JST. JOIST STRUG. STRUCTURE(AL) CTSK. COUNTERSINK K KIPS (1000 POUNDS) SYM. SYMETRICAL 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAI COMPONENTS PARALLAM (PSL) (2.OE) UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. DBI. DOUBLE LAT. LATERAI T. TOP Z,� Y' �'� 0, DIA. DIAMETER L.F. LINEAL FEET THRD. THREAD(ED) MICROLLAM (LVL) (1•9E) � QF w`�'s�'r�� DIAG. DIAGONAL MAT'L MATERIAL TMPRY. TEMPORARY 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, ,�, �w � DIAPH. DIAPHRAGM M.B. MACHINE 80LT (A307) T.O. TOP QF... SEQUENCES ANO PROCEDURES REQUIRED TO PERFORM HIS WflRK. �� x do DITTO (00 OVER) �I,D. MID-DEPTH TRANS. TRANSVERSE 6. CONTRACTOR-INITIATED CHANGES SHALI. 8E SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER '� D DEPTH MFR. MANUFACTURER TYP. TYPICAL 21. PLYWOOD SHEATHING SHALL 8E GRADE C-D. EXTERIOR GLUE OR STRUCTURAL il, EXTERIOR GLUE IN FOR APPR4VAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS QNLY WILL NOT J DWG. ORAWING MTL. METAL UBC UNIFORM BUIl01NG CODE CONFORMANCE WITH I.B.C. STANDARD5. ORIENTED STRAND BOARD OF EQUIVALENT 36942 DWL. DOWEI (N) NEW MEMBER U.N.O. UNIESS OTHERWlSE NOTED THICKNESS, EXPOSURE RATING AND PANEL INDEX NAY BE USEQ IN LIEU OF PLYW000. SEE PIANS FOR SATISFY THIS REQUIREMENT. �`�� (E) EXISTING MEMBER N.S. NEAR SIDE YERT. VERTICAI THICKNESS, PANEL IDENTIFICATION INDEX ANO NAILING REQUIREMENTS. `SIONAL � 7. DRAWINGS INDICATE GENERAL AND TYPICAI DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT EA. EACH N.T.S. NOT TO SCALE VFY. VERIFY SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF �� iZi�v�`��'� E.F. EACH FACE O.C. ON CENTER W/ WITH 22. ALL WOOD PLATES AND BLOCKING IN OIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAI BY THE ARCHITECT AND THE STRUCTURAL �`�7 R:�=��L--- W.P. WORK POINT WITH AN A.W.P.A. APPROVED PRESERVATIVE. ENGINEER. 23. TIMBER CONNECTORS CALLEO OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY, AS g, ALL STRUCTURAI SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE C O N C R ET E & M AS O IV RY A B B R EV IATI CJ N S SPECIFIED IN THEIR CATALOG N0. C-2009. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN SUBSTITUTED, PROVIDED THEY HAVE IC80 APPROVAL FOR EQUAL OR GREATER L4A0 CAPACITIES. PROVIDE NUMBER ACCORDANCE WITH lNSTRUCTIONS PREPAREO BY TNE SUPPLIER. C.I.P. CAST IN PLACE EM80. EMBED{DMENT) P/T POST TENSIONED AND SIZE OF FASTENERS AS SPEGIFIED 8Y MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE C.J. CONTROL JOINT JT. JOINT REINF. REINFORCEMENT WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ON-HALF g, SHOP DRAWINGS FOR MANUFACTURED TRUSSES, CMU CONC. MASONRY UNIT LT. WT. LIGHT WEIGHT STIR. STIRRUP OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. SHALL BE SUBMITTED TO THE ARCHITECT CONC. CONCRETE MAS. MASONRY WWF WELDEQ WIRE FABRIC PROVIOE WASHERS UNOER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. E.J. EXPANSION JOINT P/C PRECAST CONCRETE OTHERWISE, ALL NAILS SHALL 8E COMMON. ALL SHIMS SHALI BE SEASONEO AND DRIED AND THE SAME GRADE {MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHAIL 8E CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST 10. SNOP ORAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND ° HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U SERIES HANGERS. ALL THEREFORE h1UST BE VERIFIED 8Y THE CONTRACTOR. CONTRACTOR SHAII REVIEW AND STAMP ORAWINGS PRIOR TO STE E L A B B REVIATI O N S TRIPLE-JOIST BEAMS SHAIL 8E CONNECTED TO FLUSH BEAMS WITH U-SERIES HANGERS. REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUOE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE 24. ALL W000 FRAMING QETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. WIIL BE MARKEQ AND RETURNED. B.F. BRACED FRAME lLH LONG LEG HORIZONTAL WTS WELDED THREADED STUD SHOP ORAWING SUBMITTALS PROCESSED 8Y THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP CP COMPIETE PENETRATION LLV LONG LEG VERTICAL X-STG EXTRA STRONG A. MINIMUM NAILING REQUIREMENTS: UNIESS OTHERWISE NOTED, MINIMUM NAIIING SHALL BE IN ACCORDANCE WITH J DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR W GA. GAGE MRF MOMENT RESISTING FRAME XX�STG OOUBLE EXTRA STRONG TABLE 2304.11.2.1 OF THE I.B.C. UNDERSTANOS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING 8Y INDICATING WHICH MATERIAL GALV. GALVANIZED WHS WELDEO HEADED STUD HE INTENDS TO FURNISH AND INSTALI AND 8Y DETAIIING THE FABRICATION AND INSTAIlATiON METHODS HE 0 HSB HIGH STRENGTH BOLT C. PROVIDE DOUBLE JOlST UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER NORE THAN HALF THE JOIST LENGTH INTENOS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND AND DOUBLE JOINT HEADERS AND DOUBLE JOISTS EACH SIDE OF AlL OPENINGS IN FLOORS AND ROOFS UNLESS THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE � W 00 D A B B REVIATI O N S QETAILED OTHERWISE. COORDINATE SIZE AND IOCATiON OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL PROCESSEO BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHAIL BE � ORAWINGS. FOLLOWED. W B.N. BOUNDARY NAIL HGR. HANGER P.T. PRESSURE TREAT(ED) D. PROVIDE (2) 2x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS AND EXTERIOR CLADDING SHALL INCLUDE THE � CAM. CAMBER ED) L.S. LAG SCREW SHTG SNEATHING NOT DETAILED OTHERWISE. DESIGNING PROFESSIONAL ENGINEER S STAMP, � d PENNY �NAiLS) LDGR. LEDGER SS SELECT STRUCTURAL ' STATE OF WASHINGTON AND SHALL BE APPROYED BY THE COMPONENT 0 D.F. DOUGLAS FIR LSL TIMBER STRAND BEAM T&G TONGUE AND GROOVE E. PROVIDE SOLID BLOCKING FOR W000 COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSEO ON THE BASIC STRUCTURE. W W � THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFOR�IANCE AND ALL NECESSARY CONNECTIONS NOT � E.N. EDGE NAiI LVL MICROLLAM BEAM TJ TRUSS JOIST MACMILLAN SPECIFICALLY CALIED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE U Z � F.N. FACE NAIL PLYWD. PLYWOOD T.N. TOE NAiI F. PROVIDE CONTINUOUS SflLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. MAGNITUOE AND DIRECTION OF ALL lOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE W Z GLB GLUE-LAMINATED BEAM PSL PARALLAM BEAM Z Q = H.F. HEM-FIR AVAILABLE UPON REQUEST. G.. TRUSS MANUFACTURE TO PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AND TRUSS l�4TERAL BRACING. 11. INSPECTION: W �' Q I. WALL FRAMING ALL STllO WALLS SHOWN AND NOT OTHERWISE NOTEO SHALL BE 2x4 STUDS � 16ao.c. AT EXPANSION 80LTS, THREADED EXPANSION INSERTS, AND EPDXY GROUTED 0 Q � INTERIOR WAILS AND 2x6 � 16"o.c. AT EXTERIOR WALLS. INSTAILATIONS SHALL BE SUPERYISED IN ACCORDANCE WITH 2O12 IBC, AS = REQUIRED BY THE PERMIT ISSUING AGENCY AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY �-- DESIGNATEO BY THE ARCHITECT OR ENGINEER. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED W d' W J. USE FULI LENGTH STUQS (BALLOON FRAME) ON EXTERIOR WALLS AT STAIRWAYS AND AT VAULTED CEILINGS. WITH COPIES OF AlL INSPECTION REPORTS AND TEST RESULTS. � � W K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WI T H 16 d NAILS AT 12" o.c. GEOTECHNICAI Q r w STAGGERED. � SHEAR WALL SCHEDULE L. ALL WOOD STUD WAILS SHALL HAVE LOWER WOOD PI.ATE ATTACHEO TO WOOD FRAMING BELOW WITH 16d NAILS AT 12. FOUNDATION NOTES: SUBGRADE PREPARATION INCIUDiNG DRAINAGE, EXCAVATION, COMPACTION, AND FILLING � � 12"o.c. STAGGERED UNLESS SHOWN OTHERWISE. REQUIREMENTS, SHAIL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT aR AS DIRECTED � PANEL PANEL EDGE FASTEN DOUBLE BOTTOM PLATE AND SILL PLATE ATTACHMENT M. AU. WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHAII. 8E CONSTRUCTED TO THE MINIMUM STANDARDS OF THE BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBEO EARTH (CONTROLLED, COMPACTEO � I.B.C. STRUCTURAL FILL OR BOTH) AT IEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING MARK SHEATHING EDGE NAIL TOP PLATE TO 80TTOM PLATE SILL SILL PLATE 12 DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FflR GUIDANCE ONIY• THE ACTUAL W FRAMING (STAGGERED) FRAMING ABQVE NAILING TO PLATE aNCHORING N. ALL WOOD STUD WALLS SHAII HAVE LOWER WOOD PIATE ATTACHED TO WOOD FRAMING BEL4W WITH 16d NAILS AT fi° ' � FRAMING BELOW TO CONCRETE o.c. STAGGEREQ OR BOLTED TO CONCRETE WITH 5/8„ OIAMETER ANCHOR BOITS � 6'-0"o.c. UNLESS SHOWN ELEVATIONS OF FOOTINGS MUST BE ESTABLlSHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING OTHERWISE. LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WA(.LS WITH FREE DRAINING GRANULAR FILL AND � A35 CLIPS � 18"o.c. TO 16d � 6 o.c. 2X 5/8 0 x10 A.B. � 48 a.c. 7/16" PLY. or O.S.B. ONE SIOE 2x STUD 8d � 6"o.c. � � � � � 0. PLYWOOD NAILING: USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) PR4VIDE FOR SUBSURFACE DRAINAGE AS N4TEQ IN THE SOILS REPORT. 241 SINGLE ROW BLK G OR JQIST � AIIOWABLE SOII PRESSURE . . . . . . . . . . . . . . . . . .1500 PSF. A35 CLIPS � 12"o.c. TO Sd � 6�o.c. AT SHEET EDGES C T Q 7/16" PLY. or O.S.B. ONE SIDE 2x STUD Sd � 4"o.c. �INGLE ROW BLK'G OR JOIST 16d � 4"o.c. 2X 5f8"� x10" A.B. � 32"o.c. g�( � 1z"p,�, AT INTERMEDIATE BEARING POINTS -��-� 350 13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 1/2 SACKS OF CEMENT PER CU81C YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. P. All GIRDER TRUSSES, BEAMS AND HEADERS TO HAYE FULL BEARING WIDTH AT SUPPORT AND A MiNIMUM OF CONCRETE DESIGN IS BASED ON A CONCRETE STRENGTH OF f'c = 2500 psi ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO 2 - 2X STUDS U.N.O. I.B.C. THE AMOUNT SHALL BE 496 +/- t% BY VOIUME. CONCRETE DESIGN IS 8ASE0 ON A CONCRETE STRENGTH OF f'c = 2500 psi. SHEARWALL NOTES. 14. REINFORCING STEEL SHALL BE GRADE 60, Fy = 60,OOQ PSI. 15. REINFQRCING STEEL SHAIL 8E DETAILED INCLUDING H04KS AND BEN05 IN ACCORDANCE WITH THE LATEST ACI INDICATES SHEAR WALL TYPE PER SHEARWALL SCHEDULE AND PLAN. 9. PROVIDE SOLIO BLOCKING, DOUBLE FLOOR JOISTS OR BEAM PER PLAN { �• �INDICATES SHEAR WALL CAPACITY (Ibs.jft.) UNDER All SHEAR WALLS TYP i CAL R00 F S H EATH I N G STANDAROS. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS 2�-0" MINIMUM). PROVIDE CORNER BARS AT �� „ ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR� DIAMETERS (2 -0 MINIMUM). LAP ADJACENT MATS OF R E V I S I ❑ N S B Y: 2. SHEARWALL PLYYV000 & NAILING CONTINUES FOR FULL LENGTH OF 10. FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HOLDOWN LOCATtONS WITH SAME ` , / , , / WEIDED WIRE FABRIC ONE FULL MESH (MINIMUM OF 8 ) AT SIDES AND ENDS. EDGE NAILING PATfERN. 1 2 CDX PLYW000 INDEX 32 16 UNBLOCKEQ LAID UP W w,4LL sEcrioN U.N.O. FACE GRAIN PERPENDICULAR TO FRAMING BELOw, STAGGER END NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHAIL 8E FIELD BENT UNLESS SPECIFICALLY SO DETAILED 3. ALL ANCHOR BOLTS SHALI HAVE 3" x 3" x 0.229" HOT DIPPED GALVANIZED PLATE WASHERS. �1. SEE GENERAL STRU�TURAL NOTES SHEET S1. JOINTS. NAIL AS FOLLOWS: OR APPR4YED BY THE STRUCTURAL ENGINEER. 4. SOIJD BLOCK ALL UNSUPPORTEO PANEL EOGES PER SHEAR WALL SCHEDULE. 12. AT IXISTING CONCRETE ANCHOR BOLTS CAN BE SUBSTITUTEO WITH 5/8" OIAMETER DIAPHRAGM BOUNDARY AND OVER 16. CONCRETE PROTECTION (COVER) FOR REINFURCING STEEL SHALL 8E AS FOLLOWS: EXTERIOR WALLS AND SHEARWALLS_________8d � 6 o.c. EXPANSION BOLTS WITH 7" MIN EMBEDMENT AT THE SAME SPACING AS SPECIFIED „ FOOTINGS AND OTHER UNFORMED SURFACES, EAR7H FACE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3" 5. NAILING APPLIES TO ALL PANEL EDGES, TOP AND BOTTOM PLATES ANO EOGE BLOCKING. FOR ANCHOR BOLTS. ALL SUPPORTED EQGES____________________8d � 6 o.c. FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND� OR WEATHER �6 BARS OR LARGER) . . . 2" NAI ING AT ABUTTING PLYWOOD EDGES. ��5 BARS OR SMALLER) . . 1-1/2" 6. STAGGER EDGE L FIELD_______________r______ ------------8d C�9 12 o.c. 7. USE 8d (2 1/2" X 0.131" COMMON NAILS) 17. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND NOTE: ROOF SHEATHING TO CONTINUE UNDER ROOF OVERFRAMING. WINDOW OPENINGS IN AU. CONCRETE WAILS. SEE MECHANICAI DRAWINGS FOR SIZE AND LOCATION OF 8. FIELD NAIL PLY4V000 SHEAR WALLS W/ 8d � 12"o.c.. MISCEILANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COIOR, TEXTURE, QND OTHER FINISH DETAILS AT All EXPOSED �.J U N E 1 7, 2 O 1 6 CONCRETE SURFACES, 80TH CAST-IN-PLACE AND PRECAST. 18. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXEO AND PlACEO IN J O B : 1 6�9 1 TYP I CAL FL00 R S H EATH I N G STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBIISHEO RECOMMENDATIONS. 3/4" T&G, CDX PLYWOOD, INDEX 40/2Q, UNBLOCKED, LAID UP STEEL D RAW N : KY5 W/ F,4CE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END J41NTS. NAIL AS FOLLOWS: S CALE: 3/4°= 1 �-O° DIAPHRAGM BOUNOARY AND OVER �� 19. BOITS SHALI CONFORM TO ASTM A307. EXPANSION BOLTS SHALL BE "PARABOLT" OR APPROVED EQUAL INSTALLED EXTERIOR WALLS AND SHEARWALLS_________8d C�A 6 o.c. IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHEO RECOMMENDATIONS. ALL SUPPORTED EQGES____________________8d C� 6"o.c. FIELD-----------------------------------8d � 10��o.c. ❑ � G