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CITY OF SANTA ANA <br />Planning and Buildin Agency <br />ed <br />GENERAL NOTES <br />Earthquake Design Data \ / RCHITECTUR INT IOESIGNGeneraI Notes1 E(�l'J M N1` <br />I �� I FIR PERMIT ISSU NCE <br />1. ALL WORK SHALL CONFORM TO THE 2022 CALIFORNIA BUILDING CODE. <br />2. THE FOLLOWING NOTES AND ALL OTHER TYPICAL DETAILS APPLY TO ALL <br />DRAWINGS UNLESS NOTED OTHERWISE. <br />3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, <br />MECHANICAL AND ELECTRICAL DRAWINGS. <br />4. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR <br />TO THE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS. <br />5. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, DUCTS, <br />PIPING VENTS ETC., AS REQUIRED. REFER TO ARCHITECTURAL & MECHANICAL <br />DRAWINGS FOR ADDITIONAL OPENINGS AND EQUIPMENT WHICH <br />ARE NOT SHOWN ON STRUCTURAL DRAWINGS. ALL SUSPENDED EQUIPMENT <br />SIMPSON MST48 SIMPSON MST48 I (67F L1 SUM I I <br />PLYWOOD SHEATHING L 3x6xjx6" LO G <br />i 2x8 #2 W 4-3 8" 0 <br />@24" O.C. � � \ I LAG SCRE 3" NG <br />SIMPSON A35 � � � CORNER 1143 S HARVARD BLVD. <br />LOS ANGELES, CA 90006 <br />- _---------- 4x8 #2 <br />(2)-2x BLK'G" DBL M ste (� <br />�ELE�P1-NONE 323-544-7688 <br />t I <br />NOTE <br />SIMPSON MST48 SIMPSON MST48 FLOOR OR ROOF JOIST <br />ADD FLOOR OR ROOF JOISI ti T <br />TO BE PROVIDED WITH ALL APPROVED BRACING. PER PLAN W/ 2-16d 2-2X8 #2 BLOCKING SIMPSON LSTA15 <br />6. CONTRACTOR MUST CLARIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE Wind Load Design Load @ 16" OC. STAGGERED. W/2-110 #1 @24" O.C. <br />NOTE: W/2-16d COMMON NAILS AT BOUNDARY OF PAD <br />COMMENCING WORK. ARCHITECT SHALL BE INFORMED AND NOTIFIED SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND @8" O.0 STAGGERD <br />nF ANY TYPE nF III�CRFPANCIF� <br />7. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE <br />BASIC WIND SPEED IN M.P.H. <br />110 MPH <br />ROOF DEAD LOAD <br />11 PSF <br />LLLUIKILAL UKAwINUZ) rUK NLL ANU LULAIIUN <br />OF OPENINGS. <br />RISK CATEGORY <br />II <br />ROOF LIVE LOAD <br />20 PSF <br />GENERAL NOTES. <br />8. DESIGN MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE <br />FLOOR AND ROOF OPENINGF-.r) <br />BENT PL. <br />w/2-#12 WD. SCREW <br />EQUIPMET PAD DETAIL 1 A <br />WIND EXPORSURE <br />B10GA <br />INTERNAL PRESSURE COEFFFICIENT <br />0.18 <br />DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED <br />C/lD I ICC DD(1\/If1Cll TLJAT DDI/lD ADDD/l\/AI IC /IDTAIAICfI CD(lAA TLJC (l1AlAICD\F1 <br />A <br />I VI\ VJL. I 1\V VIVLV II Inl I I\IVI\ I'll 1 1\V V/'1L IJ VU1f111VLV I I\VIVI II IL VYY IYLI\, V <br />ARCHITECT/ENGINEER AND THE APPLICABLE GOVERNING CODE AUTHORITY. <br />9. THE FOLLOWING WORK REQUIRES SPECIAL INSPECTION BY MECH'L. UNIT <br />A REGISTERED DEPUTY INSPECTOR UNLESS NOTED OTHERWISE BY CBC 1704.1.1 4 TIGHT TURNS EQUIPMENT LEG/4„PP� �W(�, SHT,G EQUIPMENT LEG <br />A. FIELD WELDING AS REQUIRED 0 C <br />B. EPDXY AS REQUIRED CRICKET <br />SIMPSON A24 2x6#2 (� 16"O.C' 4x8 #2 <br />C. CON'C FILE AND GRADE BEAM(CONCRETE F'C>=3000psi) 1"�b ELECTRICAL METALIC TUBING w/2-1/2"� LAG BOLT <br />D. HIGH STRENGTH BOLT x3" EMB. @ AG BOLT <br />- -- - - -- - - w/ 3/8"0x4" EMB. <br />LAG SCREW <br />10. STRUCTURE OBSERVATION BY ENGINEER OF RECORD WILL BE ROOF SHT'G. <br />REQUIRED AT: <br />A FOUNDATION INCLUDING CON'C PILE AND GRADE BEAM MATERIAL LARR# TABLE JOIST OR BLK'G � - .-- - - - _ N0. DATE REVISION DESCRIPTION <br />B FRAMING <br />C OTHER <br />ISSUES &REVISIONS <br />Wood Frame <br />1. UNLESS OTHERWISE NOTED, DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS <br />ARE NAILED TOGETHER WITH 16d NAILS AT 9 INCH ON CENTER. <br />2. UNLESS OTHERWISE NOTED, ALL NAILING SHALL CONFORM TO THE NAILING <br />SCHEDULE REQUIRED BY THE LOCAL DEPARTMENT OF BUILDING AND SAFETY. <br />3. UNLESS OTHERWISE NOTED RAFTERS AND JOISTS SHALL BE SPLICED AT <br />SUPPORTS WITH A MINIMUM OF 4 INCHES OF LAPPING AND 4-16d NAILS. <br />4. BOLT HOLES IN WOOD SHALL BE 1 /32 INCH TO 1 /16 INCH LARGER THAN <br />THE NOMINAL BOLT DIAMETER ALL BOLTS SHALL HAVE STANDARD CUT <br />SEISMIC IMPORTANCE FACTOR <br />I = 1 <br />RISK CATEGORY <br />II <br />MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss AND S1 <br />Ss = 1.272 S1 =0.456 <br />SITE CLASS <br />D <br />SPECTRAL RESPONSE COEFFICIENTS, SIDS AND SD1 <br />SDS = 1.017 SD1 = 0.456 <br />SEISMIC DESIGN CATEGORY <br />D <br />BASIC SEISMIC -FORCE -RESISTING SYSTEM(S) <br />HANGING HOOD & ROOF EQUIPMENT <br />DESIGN BASE SHEAR. TOTAL WEIGHT OF BUILDING <br />SEE CAL. <br />ANALYSIS PROCEDURE USED <br />EQUIVALENT LATERAL FORCE <br />REDUNDANCY FACTOR USED <br />rho = 1.3 <br />DESIGN LOAD BEARING VALUE OF SOILS <br />1500 PSF <br />CONSULTANT: iQFESS/ON <br />TJI BLK'G PERSPLANIST ��O.OpE A �F <br />(N)L-5x5x1/2 10 GA BRACE WIRES AT 45° IN <br />y > No.65104�f <br />FOUR DIRECTIONS. TIE WIRES TO MECH'L. UNIT Exp.09-30-25 rrr <br />MAIN RUNNER W/ MIN. 3 TIGHT 9 <br />ENDSSOF WIRE 2 BOTH EQUIPMENT LEG EQUIPMENT LEG F IV I O��Q <br />CRICKET 10 C OF CA��F <br />SI PSO� �24 2x6#2 @ 16"O.C. 4x <br />wZ2-1 2 0 LAG BOLT <br />x " EMB. @ 16"O.C. w� 8"Ox4" EMB. PROJECT <br />LAG CREW <br />WASHERS UNDER HEAD AND NUT, UNLESS OTHERWISE NOTED. ROOF SHT'G.A <br />5. PROVIDE SOLID 2xBLOCKING BETWEEN JOISTS AND RAFTERS NOTE: <br />AT ALL SUPPORTS. BLOCKING SHALL BE ONE PIECE AND GENERAL CONTRACTOR SHALL FOLLOW CONDITIONS ON LOS ANGELES <br />THE FULL DEPTH OF THE JOIST OR RAFTER. RESEARCH REPORT WHEN USING MATERIALS LISTED ABOVE. CV <br />6. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO THE APPLICATION 0 <br />OF SHEATHING, PLASTER, ETC. Y 0 cl� <br />7. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR <br />BRAND OF THE DOUGLAS FIR PLYWOOD ASSOCIATION. 2-R•J• TRUSS JOIST LU CV <br />8. UNLESS OTHERWISE NOTED, USE PLYWOOD ON THE EXTERIOR WALLS, WHICH 4 TJI BLK'G w/2-16d @16" O.C. (U.N.O.) PER PLAN 1 A LU ry 0\ <br />IS EXPOSED TO THE WEATHER. <br />9. PLYWOOD FOR WOOD SHEATHING SHALL BE CDX, USE EXTERIOR TYPE, Z ~ Q <br />5 (_3 <br />W <br />MINIMUM C-C GRADE. WHERE PLYWOOD IS EXPOSED TO THE WEATHER, O U <br />ALL PLYWOOD SHALL BE GLUED WITH EXTERIOR TYPE GLUE. ALL PLYWOOD J Q <br />SHALL CONFORM TO U.S. PRODUCT STANDARDS PS-1 AND PS-2 [__ Z Z <br />10. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE BE PRESSURE O O Q <br />TREATED DOUGLAS FIR. IL Q <br />11. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., <br />UNLESS SPECIFICALLY DETAILED. C)= Z <br />12. SHEATHING SHALL BE INSPECTED AND APPROVED PRIOR TO COVERING. Q Q <br />13. ALL SHEAR WALLS TO BE INSPECTED AND APPROVED PRIOR TO COVERING. 4x6 #2 46 #2 CV U) <br />14.BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD <br />AS A CUT OR NOTCH. 2x6 #2 @24" O.C. SIMPSON LSTA15 2x6 #2 @24" O.C. SIMPSON LSTA15 <br />15. UNDER NO CIRCUMSTANCES SHALL THE EDGE OF A BORED HOLE BE @24" O.C. @24" O.C. C ) <br />(E) TJI L65 11 7/8 SIMPSON A35 SIMPSON A35 2 2X8 U W CLOSER THEN 5/8 INCH TO THE EDGE OF A STUD. - - - AT BOUNDARY OF PAD -- --- ---- -- - AT BOUNDARY OF PAD W/ d <br />@24 O.C. (V.LF.) � W/ 2-16d � <br />16. WHERE PLUMING, HEATING OR OTHER DUCTS ARE PLACED IN A PARTITION (E) TJI L65 11 7/8 <br />REQUIRING THE CUTTING OF THE DOUBLE PLATE. A STEEL TRAP 1/8xl 1/2x24, @24" O.C. (V.I.F.) @ 8" OC. STAGGERED. 011 <br />p <br />SHALL BE FASTENED TO EACH SIDE OR THE TOP PLATES WITH 6-16d NAILS I ON <br />AT EACH END. Q <br />0 <br />17. BEARING WALL STUDS CANNOT BE NOTCHED MORE THAN 25% OF THEIR WIDTH. o o f- (- <br />BORED HOLES CANNOT HAVE A DIAMETER GREATER THAN 40% OF THE STUD WIDTH. U U <br />18. ALL LUMBER TO BE STRESS GRADE, DOUGLAS FIR, COAST REGION AS SHOWN W W <br />BELOW UNLESS OTHERWISE INDICATED ON PLANS. O O <br />A. JOISTS AND RAFTER - #2 GRADE, 900psi (REPETITIVE) D.F.L. Q� 10� <br />B. 4 x BEAMS - #2 GRADE, 850psi, D.F. UNLESS OTHERWISE NOTED. (N)L-3"x3"x1/4 TJI BLK'G (N)L-3"x3"x1/4 4x BLK'G (N)L-3"x3"x1/4" W W <br />C. 4 x BEAMS - #1 GRADE, 1000psi, D.F. UNLESS OTHERWISE NOTED. w/ 5/8"x4" w/ 5/8"x4" w/ 5/8"x4" <br />D. 6 x BEAMS -#1 GRADE, 1350psi, D.F.L. LONG LAG SCREW LONG LAG SCREW () GLB. (V.I..) LONG LAG SCREW <br />E. STUDS - #2 GRADE OR BETTER, D.F.L. DESIGNED BY <br />F. POST - #1 GRADE OR BETTER, D.F.L. <br />19. DIMENSION LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% AT TIME <br />OF CLOSING IN OF BUILDING. DRAWN BY <br />Roof Framin CHECKED BY <br />g X= <br />1. ROOF DIAPHRAGM TO BE 15/32" PLYWOOD (PANEL INDEX 32/16) DOC PS 1 AND (DQ 3/4"0 E.M.T. 3/4"0 E.M.T. 3/4"0 E.M.T. Ld APPROVED <br />PS 2 W/ 10d COMMON NAILS @6/6/12 UNBLOCKED. I <br />2. PROVIDE 10d AT 6 INCH ON CENTER BOUNDARY NAIL AT THE PERIMETER `D 1OGA. WIRE 1 1 <br />OF THE BUILDING AND AT ALL UNIT DIVISION WALLS. @BOTH DIRECTIONS 1 1 <br />3. PROVIDE 4xWIDTH OF BEAM POST OR EQUIVALENT MULTI -STUD UNDER ALL BM. 10GA. WIRE <br />4. ALL HEADERS SHALL BE 46 UNLESS NOTED OTHERWISE. @BOTH DIRECTIONS 1OGA. WIRE <br />ALL SLOPED ROOF RAFTERS TO BE 2x10 #2 @16" O.C. U.N.O. @BOTH DIRECTIONS TITLE <br />5. "DBL" INDICATES 2-2x10 #2 SPIKED TOGETHER WITH 16d @9" O.C. 1 1 <br />STAGGERED WITH 3" MINIMUM EDGE DISTANCE. 1 1 <br />GENERAL NOTES <br />10GA. WIRE & DETAILS <br />@BOTH DIRECTIONS <br />1 SCALE <br />--_-- PROJECT NO. <br />4 HANGING_- H-OOD— - � U <br />� <br />o w - -- -- --95 -LBS -MAX: - DATE <br />-------------------------- <br />DRAWING NO. <br />SHEET N0. <br />2 S-1.0 <br />MATERIAL <br />ICC # <br />LARR # <br />SIMPSON HDU <br />ESR-2330 <br />25720 <br />SIMPSON HANGER <br />ESR-2552 <br />24949 <br />SIMPSON SET-XP EPDXY <br />ESR-2508 <br />25744 <br />SIMPSON MST ST <br />ESR-2105 <br />25713 <br />SIMPSON CC/ECC <br />ESR-2604 <br />25714 <br />SIMPSON A35/A34/LPT 4 <br />ESR-3096 <br />25910 <br />SIMPSON STRONG WALL SHEAR PANEL <br />ESR-1267 <br />25427 <br />SIMPSON CB <br />ESR-5708 <br />25714 <br />PARALLAM <br />ESR-1387 <br />25202 <br />