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FOUNDATION NOTES I . ALL CONTINUOUS EXTERIOR AND INTERIOR BEARING WALLS FOOTING5 (SHEAR * NON -SHEAR) SHALL HAVE 5/8" DIAMETERX 1211 A.5.5.WITH 3" X 3" X 0.229" WASHERS, MIN. 7" EMBEDMENT ONTO CONCRETE, AT 72" O.C. UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT 5HOULD BE LOCATED MAX. 1211 AWAY FROM THE END OF THE SILL PLATE5. MIN. (2) A.B.'S. PER SILL PLATE PER SHEAR PANEL. 2. ALL INTERIOR NON -BEARING WALLS SHALL HAVE HILTI X-U WITH MIN. PENETRATION OF 1 1/4" INTO SLAB, AT 24" O.C. UNLE55 NOTED OTHERWISE TO BE INSTALLED IN ACCORDANCE WITH ICC NUMBER E5R-22G9, ACTUAL 5LA5 THICKNE55 5HALL BE MINIMUM 3-1/2" 3. ALL HOLDOWN5 AND P05T ANCHORS SHALL BE INSTALLED ACCORDING TO 51MP50N STRONG TIE 5PECIFICATION5 AND REQUIREMENTS OF ICC ESP # 2330 AND 5HALL Bf TIED IN PLACE PRIORTO FOUNDATION I N5PECTION. 4. MIN. CONCRETE WIDTH SHALL BE 8" FOR RECEIVING MPA5. AND 5THD 145. VERIFY LOCATIONS OF HOLDOWN5 AND ANCHOR BOLTS WITH ROUGH FRAMING TO ASSURE PROPER AND ACCURATE I N5TALLATION. 5. PROVIDE #3X24" DOWEL AT 24" O.C. AND 1211 FROM THE CORNER AT ALL CONCRETE 5TOOP AND PORCHES. G. WAITING PERIOD FOR CONCRETE 5LAB-ON-GRADE PRIOR TO START OF CONSTRUCTION 15 AS FOLLOWS: a. WALK ON SLAB 24 HOURS AFTER CONCRETE HAS BEEN POURED. b. BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POUR. c. BEGIN ROOF/FLOOR FRAMING 7-1 O DAYS AFTER CONCRETE POUR. d. DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POUR. 7. CONCRETE STRENGTH SHALL BE MINIMUM 250Q P51. 8. FOUNDATION DRAWING 5HALL REFLECT THE STRUCTURAL REQUIREMENT ONLY. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS NOT SHOWN. ACCURACY OF THE DIMENSIONS AND FINAL FIT OF THE BUILDING SHALL BE REVIEWED BY THE ARCHITECT AND THE CONTRACTOR PKIORTO CONSTRUCTION. 9. VERIFY ALL DIMEN510N5 5HOWN WITH ARCHITECTURAL PLAN5. NOTIFY ARCHITECT OF ANY INCONSISTENCY. 10. THE ALLOWABLE 501L BEARING PRE55URE 15 2000 PSF. AS PER SOIL REPORT. PREPARED BY GEOBODEN INC. PROJECT No. 3RD STREET- I -O 1 DATED 1 2-1 9-2025. 1 1. DEEPEN FOOTING @ HARDY FRAME A5 REQUIRED TO ACHIEVE THE A.B. DEPTH +3" COVER. 12. FOUNDATION PLAN AND DETAILS 5HALL BE REVIEWED BY GEOLOGI5T/501L5 ENGINEERS FOR COMPLIANCE WITH HI5/HER RECOMMENDATIONS. 13. VERIFY MINIMUM FOUNDATION DEPTH, WIDTH, REINFORCING STEEL AND ADDITIONAL EXPANSIVE 501L REQUIREMENTS WITH VALID SOILS REPORT AND IF ANY MORE RESTRICTIVE THE 5HALL SUPERSEDE THE ABOVE MINIMUMS. PAD SCHEDULE 20'-0" 5Q. X 18" DEEP PAD W(4)- # 4 E.W. @ BOTTOM P P2 2'-0" 5Q. X 18" DEEP PAD W(5)- # 4 E.W. @ BOTTOM SYMBOLS LEGEND - REBAR OP PAD NUM5ER X❑ ANCHOR 5OLT5 NUM6ER Q NEW IXTERIOR FOUNDATION 4 NEW INTERIOR FOUNDATION ANCHOR BOLT SCHEDULE ❑2 MIN. (2)-5/8" DIAMETER X 12" ANCHOR 5OLT5 ❑3 MIN. (3)-5/8" DIAMETER X 1211 ANCHOR 5OLT5 48 5/8" DIAMETER X 12" ANCHOR 13OLT5 @ 46" O.C. 32 5/8" DIAMETER X 12" ANCHOR 60LT5 @ 32" O.C. 6 1 5/8" DIAMETERX 12" ANCHOR 50LT5 @ I G" O.C. 7 5/8" DIAMETER X 12" ANCHOR BOLTS @ 8" O.C. I G 1* 3/4" DIAMETER X 12" ANCHOR 60LT5 @ I G" O.C. FTI 3/4" DIAMETER X 12" ANCHOR 60LT5 @ 8" O.C. TO REPLACE M1551NG OR MI5LOCATED ANCHOR 5OLT5, U5E DETAIL ( 5/5N2). re. List of work requiring special inspection: CONTINUOUS PERIODIC INSPECTION INSPECTION 501L5 COMPLIANCE PRIOR TO ❑ X FOUNDATION INSPECTION ❑STRUCTURAL CONCRETE OVER X 2500 p51 X❑ 5TRUCTURAL SHEAR PANELS X (TYPE 3, 4, 5, � G) 1-1 FIELD WELDING x 1-1 EXPANSION/ EPDXY ANCHOR5 x WATER/ WEATHER PROOFING WE " FARAH ENGINEERING " ARE NOT IN ANY WAY OR CONDITION LIABLE FOR ANY WEATHER/WATER PROOFING DETAIL5,MATEKIAL5 OR METHODS THIS SHALL BE OBTAINED BY OTHER'S EG. AKCHITECT5,CONTRACTOK5 OR BUILDERS. A I I I 4 4XGHDR. 418HDP. O BATH 1 BEDROOM 1 ono CLG. 9'-0" CLG. --)03 CzN �- I a< ww n n W.I.C. TYP. ((�� NON BR'GTVALL5 KITCHEN 9'-0" CLG. -:;A 6 X 6 HDP. - - - 3 3 L= 3'-0" 10- L= G'-3" 5D1 L= 2'-9" 5? 3L4jXHDR._ DINING 9'-0" CLG. �4X8H BATH 2 5-0" CLG. TYP. L= 51�0'1 am \3/ TYP. @ NON BR'G WALL5 IS 4X8HDR. BEDROOM 2 9'-0" CLG. LIVIII ROOM \\\ 9D" CLG. -1`5ET SHEAR TRU55 W1 E. HEAR= 1500 LB. (PORCH -8'-2" CLG. - - ROOF FRAMING PLAN 1 /4"=-0" FOUNDATION PLAN 1/4"- P-0" n no n� �N � II m N z � � I I 0I I OO Q Nco O 1PAVI I I M I 1 I 3 y o � m CITY OF SANTA ANA aWimlq genco SHEAR WALL SCHEDULE SILL P ATE SILL PLATE 5.W. TYPE WALL 5HEATHING NAIL] G ANCHOR BOLTS ON WOO FLOOR ON FOUNDATION 1 5/32" APA RATED PLYWOOD WITH 8d COMMON NAILS AT I Gd 51 KEK 5/8" O X 12 2 G" O.C. EDGES AND 12"O'.C. FIELD................(230 PLF) @ 4" D.C. @ 48" 0. AFA ES FOODWITH 8d COMMON NAILS 4"O CIEGADI OFELD. 350PLF 31 @C RFORoP 1 5/32" STRUCTURAL I PLYWOOD WITH 8d COMMON NAILS AT 3/8" DIP M x 8" 5/8" 0 X 1211 OATS) 3"O.C. EDGES AND 12"O.C. FIELD ( I )...............(550 PLF) LAG O C (U N 111 2 (@ SILL 1 5/32" STRUCTURAL I PLYWOOD WITH I Od COMMON NAILS 5/8" O X 1211 ALAG AT 3"O.C. AT EDGES AND 2"O.C.FIELD (I)..........(665 PLF) 50L 5 @ 8" @ 8" O.C. O.C. (U N.O.) (3X SILL PLATE) 1 5/32" STRUCTURAL I PLYWOOD WITH I Od COMMON NAILS ' DI M x 8" 5/8" O X 1211 AT 2'O.C. AT EDGES 2 O.C. FIELD (I )........ .... (870 PLF)] LAG O.C. N. I) PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAIL GGERED FOR SHEAR PANEL TYPES 4, 5 AND G. a • ( I) PROVIDE 3 X MUD SILL PLATE WITH NAILS STAGGERED FOR SHEAR PANELS TYPE N66��• (I) NAILS SHALL BE PLACED NOT LESS THAN 2' EDGE DISTANCE FROM THE PANEL EE D AND 2" FROM THE EDGE OF THE CONNECTING MEMBERS. (I) ALL STRUCTURAL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED AT ALL PANEL EDGES RUN PLYWOOD OVER P05T AND/OR APPLY PLYWOOD BEFORE BOX -OUT PROVIDE z" EDGE DISTANCE FROM THE PANEL EDGES AND 8" FROM THE EDGE Of THE CONNECTING MEMBERS - ALL WOOD STRUCTURAL PANEL JOINT AND 51LL PLATE NAILING 5HALL BE 5TAGEPRED AT ALL PANEL EDGES. 2 42 z ;R, �' m \• OTHER FOUNDATION NOTE Scarify (cut and remove) top 12" or recompact 4' overexcavation prior to trenching for the utility and/or foundation. 90% compaction report is required at the time of foundation inspection. Damp proofing, base course and pre -saturation are required. FRAMING LEGEND aI D MANUFACTURED POOP TRUSSES @ 24" O.C. DESIGN LOADS I - ROOF DEAD LOAD = 2 1.0 PSF. " MAX. SHINGLES WEIGHT IS G_0 PSF. " 2- ROOF LIVE LOAD = 20.0 PSF. 3- WIND : EXPOSURE " C " 4- WIND SPEED : 110 MPH. 5- 51TE CLA55 " D - DEFAULT" G- 55 = 1.490 5m5 = 1.750 5 1 = 0.550 5m 1 = 1.220 5D5 = 1.170 SD 1 = 0.820 FRAMING NOTES A. BALLOON FRAMED WALLS USE 2X4 STUDS @ I G" O/C TO 1 0-O" IN HEIGHT OVER 1 0'-0" USE (2) 2X4 STUDS AT I G" O/C TO 1 7-G" IN HGT. FOR WALLS OVER 17'-0" IN HEIGHT USE (2) 2X4 STUDS AT 1211 O/C (U.O.N.) B. PROVIDE DOUBLE FLOOR JOIST UNDER ALL INTERIOR WALLS PARALLEL WITH FRAMING, USE SOLID BLOCKING UNDER INTERIOR WALLS PERPENDICULAR WITH FRAMING. C. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS W/(I 2) 1 Gd AT 4'-0" SPLICE (U.O.N.) D. MULTI JOIST, (3) OR MORE SHALL BE FASTENED TOGETHER WITH 112" DIAMETER MACHINE BOLTS AT 1811 O/C STAGGERED (U.O.N.) E. ALL HEADERS TO BE 4XG (U.O.N.) F. WRAP ALL EXPOSED POSTS AND BEAMS IN GARAGE WITH 5/8" TYPE "X" GYPSUM BOARD. (U.O.N.) G. PROVIDE 4X POSTS AT ALL HOLD DOWNS (U.O.N.) H. ALL FRAMING HARDWARE TO BE 115IMP50N STRONG -TIE CO" OR APPROVED EQUIVALENT. I. PROVIDE 4X4 POSTS AT EACH END OF 4X 10 OR LARGER MEMBERS USE (2) 2X STUDS AT EACH END OF 4X8 OR SMALLER MEMBERS. (U.N.O.) PROVIDE MULTIPLE STUDS AT EACH END OF 4X8 OR SMALLER MEMBERS. (U.0.N.) J. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. K. INDICATES SHEAR WALL (SEE SHEAR SCHEDULE). L. /0 INDICATES BEAM OR HEADER AND SPAN PER CALCULATIONS. M. INDICATES INTERIOR NON -BEARING WALL. N. INDICATES INTERIOR BEARING WALL. 0. XX'-XX" TOP PLATE HEIGHT P. ; ; ; ; ; ; ; ; INDICATES EXISTING WALL TO BE DEMOLISHED. Q. 0 INDICATES WALL TO REMAIN R. 0 INDICATES NEW WALL. FRAMING SCHEDULE ❑INDICATES NOTES APPLICABLE TO THIS PLAN ONLY NOTES APPLY ONLY WHEN REFERENCED BY PLAN. I . BALLOON FRAMED WALL. 2. BALLOON FRAMED WALL TO BOTTOM CHORD OF TRUSS. 3. 2XG STUDS @ I G" O.C. 4. 2X8 5TUD5 @ I G" O.C. 5. 2X4 DIAGONAL SWAY BRACE -CUT INTO TOP PLATES (10'-0" MIN.LENGTH). G. POINT LOAD FROM ABOVE FLOOR. 7. BEAM TO BE FLUSH W/J015T5. PROVIDE J015T HANGERS AT BEAM. 8. BELOW JOIST W/JOISTS OVERLAPPING AND CONTINUOUS 2X4 BLOCKING @ J015T OVERLAP. 9. 30" SQUARE ATTIC ACCESS. 10. LINE OF FAU IN ATTIC. SEE MECH/ELEC. PLANS. FRAME AS REQUIRED TO ACCOMMODATE LOAD. 1 1. LINE OF CEILING BREAK. SEE PLAN FOR HEIGHTS. 12. SKYLIGHT SEE FLOOR PLAN FOR MORE INFO. 13. LINE OF 2X BLOCKING WITH EDGE NAILING AND WITH CS I G STRAP TO CONNECT ALL BAYS. 14. LINE OF FULL HEIGHT BLOCKING. 15. HOLDOWN STRAP FROM FLOOR ABOVE. I G. CONT. PLYWOOD SHEAT'G UNDER CALIFOKNIA FRAMING. 17. LINE OF FLOOR ABOVE. 18. HANGER PER TRUSS MANUFACTURE. 19. 2XG FULL HEIGHT STUDS D.F.# I @ 12'O.C. OR 2-2XG FULL HEIGHT STUDS D.F.#2 @ I G" O.C. TRUSS NOTES ALL TRUSSES DESIGNED BY TRUSS MFK. SHALL BE DESIGNED TO SUSTAIN ANY VERTICAL, LATERAL OR ANY OTHER PERTINENT LOAD SUCH AS BRACING OF TOP CHORDS AND BOTTOM CHORDS IN ADDITION TO ANY CONNECTION RELATED TRUSSES. - ALL TRUSSES TOP AND BOTTOM CHORDS SHALL BE D.F. #2 OR BETTER. - ALL THE TRUSS HANGERS SHALL BE SPECIFIED BY THE TRUSS MFK. -TRUSSES ARE A DEFERRED SUBMITTAL ITEM. TRUSS PLANS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW BEFORE SUBMITTING TO THE BUILDING DEPARMENT. THE TRUSS DESIGN SHALL APPROVED BY THE BUILDING DEPARTMENT BEFORE THE TRUSSES ARE INSTALLED. -PER CBC 2022 SECTION 1 G07, THE TRUSS COMPANY SHALL APPLY AN ADDITIONAL LOAD OF 10 PSF DEAD LOAD AND 20 PSF LIVE LOAD AT THE BOTTOM CHORD OF THE TRUSSES LOCATED AT UNINHABITABLE ATTIC WITH LIMITED STORAGE AREA. -THE LIVE LOAD NEED ONLY TO BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES BY 2 FEET OR GRATER ,LOCATED WITHIN THE PLANE OF THE TRUSS. -TRUSSES CALCULATIONS AND LAYOUT PLAN WILL BE REVIEWED AND ACCEPTED BY ARCHITECT OR ENGINEER OF RECORD AND SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO INSTALLATION. IV A U P.C.CORRECTION 12 22 2025 ■ Z m L(LLJ Z D (\ n - Q Ln CIO W W G_/ LL- o w CIO Z NLn V Z z W U � UW IZ Q _ U z �' _- `� O O Ln O Lu d- U LLJ IQ C D O Q Q CK N = n M U V) U __ Q Q Z Ld = Q UJ Q 0 cl z of O /< CL LL V / C) z Q U z z� O C) z�z 0 Q 0 ON n� Q�tc)FESS/ D. 'S- No. C-051477 z C� rn i0� CAL�FO JOB# 25-070 SCALED DESIGN BY- C.P. DRAWN BY- C.P. S-1 VCE