HOLD - 4806 W Jason Ln & Unit #2 - Plan

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(E) STUDS, PLATE, SHEAR WALL & NAILING TO REMAIN 11 IT (E) FLOOR SHEATHING, II li FRAMING, BLOCKING it TO REMAIN s T- -z- -- FZ I lill- 1441- 1tft' IIII IJUI � a 1111 E.N. --------L'L (N)/(E) HDR PER PLAN x ADD A35 ® 16" OC rWHERE (N) SHEAR WALL OCCURS PER PLAN (N) SHR WALL FLOOR PER PLAN (N) STUI SHEAR TRANSFER 16d @ 12"oc RUN PLYWOOD STAGGER, U.N.O. THRU at HOLDDOWNS TYPICAL STUD WALL CONNECTIONS J 4x4 POST w/ - HOLDDOWN BELOW ALT: 46 POST PLYWOOD SHEAR WALL - WHERE OCCURS; SEE PLANS PLAN VIEW 2x STUD WALL E.N. 2x w/ 16d NAILS @ 6"oc, to 4x POST, U.N.O. TYPICAL SHEAR WALL at INTERSECTION 6 2x ROOF RAFTER -- - - - - - - - - - - - - - - - - - - - - E.N., TYP. I I I CE ) TOP I (E) HEADERI ❑R (N) a-116d I I I I I I �T❑P PLATEIg EA. SIDE I I I I PLATES 1--------------- I I I I I I I 11 1 1 2x BLK'G. w/ 'A35's 1 -- - - - ; ; ®16" O.C.; UNLESS I I I I (N) 2x4 STUDS @ 16" ❑C. NOTED PER SCHD, ENTIRE I I I (N) 16d @ I W/ SHEATHING, GRADE D PERIMETER of HOUSE 1 I PAPER, METAL LATH AND 1116" ❑C. I I STUCCO OR SIDING TO E.N., TYP. I I I II I MATCH W/ (E) WALL I I I II I II I 11 BEAM PER PLAN II II ill/(E) I I I I I I I � E.N., TYP. I (E) FRAMING II I I I (E) B❑TT❑T I I & WALL I TO REMAIN II PLATE 11 II II LL----- J - - - - - - - - L------J1- 'A35's 2x BLK'G. w/ (N) 2-16d EA. SIDE TO ® 16" O.C.; UNLESS NEW SILL PLATE (TYP) NOTED PER SCHD ENTIRE DOOR & WINDOW INFILL DETAIL Iz E.N., TYP. 2x BLK'G.® 32"oc 4x44 FLAT FINGER ® 24"oc w/ (3) 16d per FINGER w/ (2) 16d ---- :(3) 8d per BLOCK i 2x RAFTER W/ A35>_� „ 16" OC OR PER PLAN / / / // 2x4 BRACES @ 48 OC E.N. W/ 3-16D EACH END � �� 2x CRIPPLE STUDS ® 16"oc ,�� 2x CEILING JOIST FULL HEIGHT SHEAR PANEL 2x BLOCKING �- 2x BLK'G OC W/ �X (3) 16d EA.. END PER BILKE.N. / BM PER PLAN RAFTER PARALLEL to EXTERIOR WALL 13 " E.N. SIMPSON 'ST22' @ 32 oc 2x RAFTER w/ SIMPSON LSU HANGER TO RIDGE 2x6 COLLAR TIE AT 32" Q o.c. w/ (9) 16d EA. � END to RAFTERS AO RAFTERS AT RIDGE TOP OF CEILING 2x JOIST (9) 16d's min. ® JST LAP BEAM; WHERE OCCURS 12" LAP + + + JrF + +I + + + I B� TYPICAL JOIST LAP 2x STUDS 14 PERIMETER of HOUSE E.N., TYP.- BEAM PER PLAN SHEAR WALL as OCCURS 2x CJ as OCCURS w/ (8) 16d per RAFTER, U.N.O. on PLANS SHEAR WALL as OCCURS TYPICAL RAFTER to EXTERIOR WALL 7 ALIGN RR DRAG- SIMPSON ST14 OR PER PLAN W/ 10d SINKER NAILS @ 2116 OC MIN WOOD BN: BOUNDARY _ _ = 1. LUMBER SHALL BE GRADED & DRESSED IN ACCORDANCE WITH NAILING WEST COAST LUMBERGRADING RULES, LUMBER MUST BE MARKED, FN: FIELD = _ _ _r = 2. ALL BEAMS, J❑ISTS, RAFTERS AND POSTS SHALL BE NO. 2 NAILING --- - DOUGLAS FIR, BEST OF GRADE. U.N.O. 2b, 4x10 OR LARGER BEAMS SHALL BE DOUGLAS FIR -LARCH WITH DENSE SELECT EN: EDGE STRUCTURAL GRADE. NAILING E 3x4 FLAT or 4 VERT BLKG at 3. ALL STUDS, PLATES, AND MISCELLANE❑US FRAMING SHALL BE GE JOINTS WHERE N❑. 2 D❑UGLAS FIR, BEST ❑F GRADE (BEARING WALLS WITH RAFTERS or K'D. DIAPHRAGM STUDS 9'-0"AND TALLER SHALL BE N❑. 1 D❑UGLAS FIR, BEST JOISTS, TYP = - _ _ ❑F GRADE). LLED OUT. E DETAIL W. 4, PLYWOOD DIAPHRAGMS; PRODUCT STANDARD PS 1-95, DOUGLAS 2'-0" MIN. WIDTH I, I FIR -LARCH, STRUCTURALI (❑R CDX). N❑TES1 6. ALL PLYWOOD SHALL BE DOUGLAS FIR STRUCTURAL 1. PLYWOOD 1. RUN LONG DIMENSI❑N OF PLYWOOD ACROSS (PERPENDICULAR SHALL BE STAMPED WITH IDENTIFICATI❑N INDEX AND SHALL TO) JOISTS AND RAFTERS. BE NAILED FACE GRAIN PERPENDICULAR TO SUPPORTS EXCEPT 2. STAGGER END J❑INTS 2'-0" MINIMUM. WHERE NOTED ❑THERWISE ON DRAWINGS. 3. BOUNDARY NAILING APPLIES TO PERIMETER PLATE LINES, CHORDS, TIES, AND AS CALLED FOR ON DRAWINGS. 7. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL BE 4. SEE PLANS FOR NAILING. APPROVED BY THE INSPECT❑R PRI❑R TO C❑VERING WITH ROOF, 5. NAILS SHALL HAVE MIN. �" EDGE DISTANCE. FLOOR OR WALL C❑VERING. 6. ALL J❑ISTS AND RAFTERS SHALL BE LAID OUT IN A 4'-0" MODULE TO C❑INCIDE WITH PLYWOOD. g S❑LID BL❑(KING OR BRIDGING SHALL BE PR❑VIDED AT 8'-0"❑N 7, USE TONGUE -AND -GROOVE PLYWOOD AT FLOORS UNLESS CENTER MAXIMUM FOR FLOOR AND ROOF FRAMING. S❑LID NOTED ❑THERWISE, BL❑CKING SHALL BE PLACED BETWEEN J❑ISTS & RAFTERS AT 8. SEE DETAIL "B" FOR FRAMING WHERE PLYWOOD J❑INTS ARE ALL SUPPORTS, OFFSET DUE TO RAFTER OR J❑IST LAP SPLICES, 9. STANDARD CUT WASHERS SHALL BE USED FOR ALL BOLTS IN EN, TYP. BLKG �- EN, TYP. TIMBER. BOLT HOLES IN WOOD SHALL BE 1/16 INCH ❑VERSIZE. 10. IN STUD WALLS, 2 INCH THICK FIREBLOCKING SHALL BE PROVIDE IN ACCORDANCE WITH CALIF. RESIDENTIAL CODE.. 2x4 BLK W/ J 11. SILL PLATES RESTING ON CONCRETE OR MASONRY WHICH ARE 16d @ 12" oc WITHIN 48 INCHES OF GRADE SHALL BE PRESSURE TREATED. RAFTER OR J❑IST TO J❑IST SILL WIDTH SHALL BE NO LESS THAN THE WIDTH OF THE DETAIL O DETAIL © STUDS AND SHALL FASTENED TO THE F❑UNDATI❑N WITH 5/8 INCH ROUND ANCHOR BOLTS AT 48" D.C. EXCEPT WHERE NOTED PYLWOOD DIAPHRAGM DETAIL: SIMPSON ® 48" o (2) 16d EA. END ROOF SHEATHING HIP BEAM BOUNDARY NAILING ® 6"OC OR PER PLAN END LENGTH SIMPSI 3' MIN @ 48" DRAG STRAPS: SIMPSON ST 2215 STRAP NO. OF NAIL END LENGTH ALLOW LOAD, lb CMST14 28 - 16d 26" 3245 CMSTCI6 50 - 16d 20" 4585 CS14 - 26 10d 15" 2490 DRAG CONNECTION BLOCKING W/ (3)-16d EACH SIDE JOIST OR BEAM) W/ SIMP. HUTF OR EGQ FOR PSL TOP PLATES STUD WALL OR POST O JOIST BEAM PER PER PLAN PLAN ST22 C�?J "JOIST OR BEAM 32" OC W/ SIMP. HUTF OR EGQ FOR PSL TYP. BEAM OR JOIST TO BEAM g 24" LAP TYP. 4" UNDERPIN TO SAME DEPTH AS (N) FOOTING @ INTERSECTION - NEW TO OLD FOOTING NOTE: SPECIAL INSPECTION REQUIRED FOR EPDXY #4 DOWELS @ 48" oc (N) TO (E) FOOTING W/ SET EPDXY (ESR-2508) CONT. SPEC. INSP. REQ'D (E) CONT. CONC. FOOTING 00 1-17 �z _10 PARALLEL to INTERIOR NORMAL to INTERIOR 2x4 BLOCKING @ 4' W/ o-la,A FArw Fein ❑THERWISE ON THE STRUCTURAL PLANS. 1 12, ALL BOLTS SHALL BE TIGHTENED PRI❑R TO NAILING OF WALL SHEATHING, STEEL SHIM PLATES SHALL BE ADDED BENEATH BEAMS AND HEADERS AT SUPPORTS WHERE SHRINKAGE HAS OCCURRED. 13, ALL NAILS SHALL BE COMMON WIRE UNLESS ❑THERWISE NOTED. 14. BEARING WALL STUDS CANNOT BE NOTCHED MORE THAN 25% ❑FTHEIR WIDTH, BORED HOLES CANNOT HAVE A DIAMETER GREATER THAN 40% OF THE STUD WIDTH. ST PER PLAN 15, ALL NAILED FASTENINGS SHALL BE IN ACCORDANCE CRC TABLE R602.3(1) UNLESS NOTED ❑THERWISE IN THESE PLANS. 16. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH WITH 19% MAXIMUM MOISTURE CONTENT OF THE FOLLOWING GRADES, CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, UNLESS NOTED OTHERWISE. THE LUMBER GRADES AS SPECIFIED BELOW MEET MINIMUM REQUIREMENTS: PLATES, BLOCKING...................................................STD or BTR STUDS TO 10' IN HEIGHt.............................................STD or BTR STUDS OVER 10' IN HEIGHT..........................................No. 2, 875 Fb 2x RAFTERS, JOISTS...................................................No. 2, 875 Fb 4x BEAMS, HEADERS AND POSTS..................................No. 2, 875 Fb 44 POSTS, HEADERS................................................STD or BTR POSTS AND TIMBERS (6x AND LARGER).............................No. 1, 1200 Fb FLOOR JST or BOTT BEAMS AND STRINGERS (6x AND LARGER)..........................No. 1, 1350 Fb CHORD of TRUSS 17. UTILITY GRADE LUMBER IS UNACCEPTABLE FOR ANY PURPOSE INCLUDING, BUT NOT 1/2" CLR LIMITED TO, BRACING, SILLS OR CRIPPLE STUDS. 2x STUDS ® 16"oc EXTERIOR WALL FINISH 1/2" GYP BRD 2x PRESSURE TREATED FPLATE W/ 16" O SHOTPINS AT 16" OC 11 I-1 III-1 III-1 \-FLOOR SLAB TYPICAL NON -BEARING WALL DETAIL DOUBLE PLATE ►y111011►I:l�1,'1 PROVIDE ST6224 TIE BEAM OR WHERE SHEAR WALL HEADER PER PLAN WIDTH IS LESS THAN 4.5 TRIMMERS NAIL W/ 16d @ 12" 3-16d FOR 4x4 & 4x6 OC STAGGER. FOR 48 HDR 4-16d FOR 48 OR LARGE OR LARGER USE 2-TRIMMERS - - - - - - _____ NAILL ALL STUDS & CRIPP - - - 2-2x SILL WHERE �I TOGETHER 2/ 16d @ 24" OCCURS 0 OPENING I CONT. STUDS @ EACH EN 18. WHERE POSSIBLE ALL LUMBER GRADE STAMPS SHALL REMAIN ON LUMBER AFTER INSTALLATION. 19. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED FIR. 20. EACH WOOD BASED STRUCTURAL -USE PANEL USED FOR DIAPHRAGM CONSTRUCTION SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF AN ICC-APPROVED COMPLIANCE ASSURANCE AGENCY. 21. WOOD -BASED STRUCTURAL USE PANELS SHALL MEET THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 2-92, 'PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS". ALL PANELS SHALL BE GLUED WITH EXTERIOR TYPE GLUE. 2D22. = 23. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING AND ROOF. FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF 10' IN THE VERTICAL DIRECTION. PROVIDE 2X FIRE STOPS IN ALL FURRED SPACES, VERTICAL AND HORIZONTAL, AND A T A MAXIMUM SPACING OF 10' IN EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD WALLS. 24. TOP PLATES OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS. SPLICES TO LAP 4' MINIMUM AND BE NAILED PER THE DETAILS. 25. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE A STANDARD CUT WASHER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 26. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, R PLASTER, ETC. 27. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY LES DETAILED. NOTCHING OF HORIZONTAL STRUCTURAL MEMBERS SHALL CONFORM TO OC CURRENT CODE. NOTCHING AND BORING OF STUDS AND TOP PLATES SHALL CONFORM TO CURRENT CODES. OF 28. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. USE 2x BLOCKING AT CONVENTIONAL FRAMING AND I -JOIST BLOCKING AT I -JOIST FRAMING. BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER. 29. PROVIDE DOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE FLOOR JOISTS. l TRIMMERS SUPPORT ON SILL PLATE 30. NAIL GUNS MUST BE EQUIPPED WITH A FLUSH NAILER ATTACHMENT FOR NAILING OF PLYWOOD SHEAR WALLS, FLOOR SHEATHING AND ROOF SHEATHING. TYPICAL DOOR/WINDOW OPENING 31. MICR❑LLAM (LVL): TRUS-J❑IST (By WEYERHAEUSER) WITH: 4'-0" min. ,, Fb=2600 psi, E=1900 ksi, ESR-1387 (LARR #25138 & #24878) (9) 16d EA. SIDE of 16d @ 16"oc PLATE SPLICE, TYP. BTWN. SPLICES ALT: SIMPSON 'ST22' TYP. at PLATES TYPICAL PLATE SPLICE at EXTERIOR WALLS & SHEAR WALLS 32. PARALLEL STRAND LUMBER (PSL); TRUS-J❑IST (By WEYERHAEUSER) WITH: Fb=2900 psi E=2000 ksi ESR-1387 (LARR #24878) 33. GLUED -LAMINATED LUMBER BEAMi DOUGLAS FIR, 24F - V8, 2400 Flo, 1800E Ell 34. TJI 360 and TJI 560 JOIST: TRUS-J❑IST (By WEYERHAEUSER) ESR-1153 (LARR #25138). O GENERAL NOTES; DESIGN DATA: 1. THE F❑LL❑WING NOTES APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE. CODES: 2022 CALIFORNIA RESIDENTIAL, BUILDING, ELECTRICAL, MECHANICAL, PLUMBINC, GREEN, ENEGY C DES AND 2. DIMENSI❑NS HAVE PREFERENCE OVER SCALE. LOCAL AMENDMENTS. Apr 3. FRAMING C❑NDITI❑N NOT SPECIFICALLY SHOWN SHALL BE ROOF: DEAD LOAD = 13 PSF, LIVE LOAD = 20 PSF FRAMED MILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE FO R PERN MATERIALS. CEILINGi DEAD LOAD = 5 PSF, LIVE LOAD = 10 (No attic storagei install collar ties to 1.1mit attic 4. ALL WORK TO CONFORM TO THE CURRENT CALIFORNIA height to 42" as needed to cop ply Section 4.12.1 of RESIDENTIAL CODE ANY LOCAL ❑RDINANCES REQUIRED BY THE ASCE7-16.) DEPARTMENT OF BUILDING AND SAFETY, 5. CONTRACTOR MUST VERIFY ALL DIMENSI❑NS AND SITE FLOORDEAD LOAD = 15 PSF, LIVE LOAD 40 PSF C❑NDITI❑NS BEFORE STARTING WORK. OWNER TO BE N❑TIFIED OF ANY DISCREPANCIES. ANY ADDITI❑NAL DRAWINGS / REVISION Master I D: TO BE MADE BY THE DESIGNER UPON N❑TIFICATI❑N OF THE OWNER. Date: 6. NOTES AND DETAILS ON THE W❑RKING DRAWING SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES, 7. ALL C❑NDITI❑NS NOTED AS EXISTING OR SHOWN AS EXISTING ARE BASED ON THE BEST INF❑RMATI❑N AVAILABLE AT THE TIME OF PREPARATI❑N OF THESE DRAWINGS. NO WARRANTY IS IMPLIES AS TO THE ACCURACY OF SAME. THE BUILDER IS TO VERIFY SITE C❑NDITI❑NS, SHOULD C❑NDITI❑NS BECOME APPARENT THAT DIFFER FROM SHOWN, SEE NOTE 5. 8. THE CONTRACT DOCUMENT REPRESENT THE FINISH STRUCTURE REINFORCING STEEL: UNLESS NOTED ❑THERWISE. THEY DO NOT INDICATE THE METHOD 1. WELDED WIRE FABRIC (MESH) SHALL CONFORM TO THE LATEST REVISED OF C❑NSTRUCTI❑N. THE BUILDER SHALL SUPERVISE AND DIRECT ASTM A185. SMOOTH WIRE FABRIC SHALL CONFORM TO ASTM A85, THE WORK AND SHALL BE SOLELY RESP❑NSIBLE FOR ALL YIELD STRENGTH 60 KSI. C❑NSTRUCTI❑N MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. ❑BSERVATIONAL VISITS BY THE DESIGNER WILL BE MADE TO THE SITE WITH ADDITI❑NAL COST TO THE OWNER 2. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 USING BY WRITTEN REQUEST. PROPER LOW HYDROGEN ELECTRODES. ALL BARS TO BE WELDED SHALL CONFORM TO ASTM A706. 9. BUILDER / OWNER TO PR❑VIDE A VALID WORKER'S COMPENSATION INSURANCE NUMBER, HOLDING HARMLESS CITY, 3. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND COUNTY, AND DESIGNER IN THE EVENT OF ANY INJURY OR CASUALTY. SPACING AS THE WLL/COLUMN REINFORCING UNLESS NOTED OTHERWISE. 10, APPROVED DRAWINGS D❑ NOT PERMIT THE VI❑LATI❑N OF ANY 4. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE EXISTING BUILDING CODES, LATEST EDITION OF THE CODE. 11. THERE SHALL BE NO TRENCHES ❑R EXCAVATI❑N 5'-O" OR MORE IN DEPTH IN WHICH A PERSON IS REQUIRED TO DESCEND OR FOUNDATION: ❑BTAIN NECESSARY PERMIT FROM THE STATE OF CALIFORNIA 1. NO USED DIVISION OF INDUSTRIAL SAFETY PRI❑R TO THE ISSUANCES OF 2. ALL FOOTINGS SHALL EXTEND DOWN 18" MINIMUM INTO NATURAL SOIL OR A BUILDING OR GRADING PERMIT, INTO APPROVED ENGINEERED FILL. FOUNDATIONS SHALL EXTEND NO LESS 12. THERE SHALL BE NO C❑NSTRUCTI❑N OR DEM❑LITI❑N OF ANY THAN 24" INTO NATURAL SOIL WHERE EXPANSIVE SOIL ARE ENCOUNTERED. BUILDING, STRUCTURE, SCAFFOLDING OR FALSEWORK MORE THAN 3 STORIES OR 36'-0" IN HEIGHT. 3. SIMPSON HOLD-DOWN WITH 44 POST OR OTHERWISE NOTED. 13. LAG BOLTS & WOOD SCREWS; 5" PR❑VIDE LEAD HOLE 70% OF THREADED SHANK DIA. FOR 4. FOUNDATION SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 8 SMOOTH SHANK P❑RTI❑N. SOAP, PARAFFIN OR OTHER DIAMETER STEEL ANCHOR BOLTS WITH A MINIUM EMBEDMENT OF 7" INTO APPROVED LUBRICANT SHALL BE USED ON THREADS THE CONCRETE. ANCHOR BOLT SPACING SHALL NOT EXCEED 6'. THERE INSTALLATI❑N SHALL BE BY SCREWING NOT HAMMERING. CARE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED SHALL BE TAKEN TO AV❑ID ❑NER T❑RQUING BOLT OR SCREW. NOT MORE THAN 12" OR LESS THAN 5" FROM EACH END OF THE PIECE. 14. EMERGENCY EGRESS FROM SLEEPING ROOMS SHALL CONFORM TO USE 3"x3"xO.229" THICK PLATE WASHERS FOR EACH ANCHOR BOLT. 3x REQUIREMENTS SET FORTH IN SEC. R310 OF THE 2016 CRC. SILL PLATES MAY OCCUR. ADJUST BOLT LENGTH AS REQUIRED. 15, THESE NOTES SHALL BE USED IN C❑NJUNCTI❑N WITH THE 5. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE FOUNDATION INSPECTION. ATTENTION OF THE ENGINEER. 16. CONTRACTOR TO CALL ENGINEER OF RECORD FOR FRAMING 6. PLATE WASHERS ARE REQUIRED FOR ALL HOLD-DOWNS. ❑BSERVATI❑N TO VERIFY FOR C❑MPLIANCE WITH THE APPROVED DESIGNED PLANS AND DETAILS PRI❑R TO THE 7. THE FOLLOWING REQUIRE SPECIAL INSPECTION: C❑VERING ROOF/FLOOR DIAPHRAGMS AND WALLS. A. 3,000 PSI CONCRETE OR GRADE BEAM. 17. THE DRAWINGS AND SPECIFICATI❑NS REPRESENT THE FINISHED B. ALL EPDXY "SET" ANCHOR BOLTS PER PLAN. STRUCTURE, ALL BRACING, TEMPORARY SUPPORTS, SH❑RING, ETC. IS THE SOLE RESP❑NSIBILITY OF THE CONTRACTOR, 8. FOUNDATION SILL SHALL BE NATURALLY DURABLE OR PRESERVATIVE ❑BSERVATI❑N VISITS TO THE JOB SITE BY THE ENGINEER D❑ TREATED WOOD. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF NOT INCLUDE INSPECTI❑N OF C❑NSTRUCTI❑N PROCEDURES. THE PRESERVATIVE TREATED WOOD SHALL BE FIELD -TREATED PER AWPA M4. CONTRACTOR IS SOLELY C❑NDITI❑NS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS C❑NTINUOUS AND DETAILED INSPECTI❑NS, 9. PROVIDE A MINIMUM 26-GAUGE WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4" ABOVE THE EARTH OR 2" 18. DESIGN, MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN ABOVE PAVED AREAS. THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAYBE C❑NSIDERED FOR USE, PR❑VIDED PRI❑R APPROVAL IS ❑BTAINED FROM THE ENGINEER, PLAN CHECK N❑TESi CONCRETE: 1, ALL BOLT HOLES SHALL BE DRILLED 3�" TO �" ❑VERSIZE. 1. STRUCTURAL CONCRETE SHALL BE PROPORTIONED, MIXED AND TESTED IN 2. PLYWOOD DIAPHRAGMSi PRODUCT STANDARD PS1-95 D❑UGLASS FIR -LARCH, STRUCTURAL I OR CDX, ACCORDANCE WITH ACI 318-08, TO THE ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI @ 28 DAYS (MINIMUM GRADE 'C'). 3. PARTICLE BOARD: ANSI A208,1-1989, MOISTURE PROTECTI❑N IS REQUIRED. 2. ALL REINFORCING STEEL SHALL BE DEFORMED TYPE CONFORMING TO ASTM 4. BEARING WALLS CAN NOT BE NOTCHED MORE THAN 257 OF THEIR A615 SPECIFICATION GRADE 60 FOR #6 AND LARGER BARS, AND GRADE WIDTH, BORED HOLES CANNOT HAVE A DIAMETER GREATER THAN 40 #3, #4, #5, BARS. 407 OF THE STUD. 3. MINIMUM PROTECTION FOR STEEL SHALL BE AS FOLLOWS UNLESS 5. CONNECTOR SHALL HAVE L❑S ANGELES RESEARCH REPORT: SPECIFICALLY DETAILED OTHERWISE ON THE PLANS MIN. COVER HANGERS: IUS (RR25158), HU (RR24947, RR24818) ITT (RR24818, RR24949, RR25158) a. CONCRETE CAST AGAINST EARTH...............................................3" STRAPS; ST, MST (RR25119, RR25149, RR25281) b. CONCRETE CAST AGAINST FORMS BUT IN PERMANENT CS16 (RR25119), CMST14 (RR25293), SSTB24's (RR25248) CONTACT WITH EARTH OR WEATHER SHEAR PLATES: A35's, LS50's, LTP4's (RR25119, RR25293) #6 AND LARGER BARS.................................................................2" HOLDD❑WNS: PHD (RR25300), SSTB24 (RR25248), #5 AND SMALLER BARS.......................................................1-1/2" HDA, HTT (RR24818, RR25158, RR25293), c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT SPECIAL DEPUTY INSPECTI❑N1 WITH EARTH.SLABS, WALLS, JOISTS: SPECIAL DEPUTY INSPECTI❑N SHALL BE PR❑VIDED FOR THE #11 AND SMALLER BARS F❑LLOWING ITEMS .........................................................3/4" 1. EPDXY ANCHORAGE, 2. DIAPHRAGMS/SHEAR WALLS, INCLUDING NAILING, B❑LTING, BEAMS, COLUMNS: ANCH❑RING, AND OTHER FASTENING OF COMPONENTS OF THE PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS ........ 1-1/2" SEISMIC FORCE RESISTING SYSTEM, WHERE THE FASTENER SPACING OF THE SHEATHING IS 4" OR LESS ON CENTER, 3. CONCRETE WITH C❑MPRESSIVE STRENGTH EXCEEDING 2500 PSI. 4. LAP ALL REINFORCING STEEL AT ALL SPLICES AND CORNERS WITH CONTACT LAP SPLICES. STAGGER SPLICES OF REINFORCING STEEL IN SAME LAYER 6'-0" MINIMUM. MINIMUM CONTACT LAP SPLICES SHALL BE AS FOLLOWS: UNLESS DETAILED OTHERWISE ON PLANS: #3 BAR........................................................................................12" #4 BAR........................................................................................16" #5 BAR.......................................................................................20" #6 BAR.......................................................................................30" #7 BAR.......................................................................................34" #8 BAR.......................................................................................44" #9 BAR.......................................................................................54" 5. ALL ANCHOR BOLTS SHALL BE FABRICATED FROM MILD STEEL IN CONFORMANCE TO ASTM A307 SPECIFICATIONS. 6. CONTINOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED FOR CONCRETE f'c > 3000 PSI. 7. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. 8. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE V, LOW ALKALI, OR AS REQUIRED TO SATISFY SITE SOIL CONDITIONS AS DETERMINED BY THE PROJECT SOILS ENGINEER. 9. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. moved T ISSUANC / QROFESS �k��Q�p, N K rn Of C64806 EXP 6/30/2025 OF//CAL�FO�� Q 0 w CV LL O C7 U i J(3)LW Z W O OUO �-- O ~ lL � QQ In J Q z< �QI- 1u00z� w = co co Q O w o w q q H z FH Wz ¢ �o w 0 H � W r� DRAWN BY: F.L. CHECK'D BY: F.L. SCALE: AS NOTED JOB NO.: PCN #: SHEET SN1