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CITY OF SANTA ANA <br />ROOF FRAMING PLAN <br />SCALE: 1 /4" =1 '-O" <br />a <br />m <br />N(n <br />10 <br />10 <br />SD1 <br />SD1 <br />10 <br />0. 10 <br />SD1 ,yo+6 <br />L=8'-3" <br />I. ------------ -- <br />--------- <br />------------ <br />1.r--------•-----------------------------'---------- <br />---------------- <br />-------------------------------=�':1 <br />1 <br />X,. I <br />1 <br />r7 <br />10 <br />O <br />�D <br />SD1 y �+ <br />`\ <br />�N <br />6 <br />�G : I <br />1 <br />(N) 5" THICK -------------- <br />is <br />i <br />I • :I �,, <br />0 C. SLAB <br />C N <br />10 <br />___-- <br />I: I '----- ----- <br />SEE NOTE #9 <br />`\ <br />1 Q ' <br />J� SD1 <br />A <br />h. <br />\\ <br />�I <br />I: <br />---___--- <br />A <br />\ I:' <br />:I (N) 5 THICK :I SD1 <br />:i C NC. SLAB <br />:i SEE NOTE #9 I : :I 2 <br />\`\ <br />L---------J �------------------------------------------: --- <br />.....-.....------------ <br />------------ <br />----------11----------- <br />L=8'-11" <br />�J <br />1 <br />tip �,0 <br />'550�+610 <br />FOUNDATION PLAN <br />SGALE : 1 /4" = I '-O" <br />SW-1 <br />SW-2 <br />SW-1 <br />SW-2 <br />FRAMING NOTES <br />1. REFER TO STRUCTURAL GENERAL NOTES SHEET <br />SN FOR MORE INFORMATION. <br />2• SEE SD2 FOR FLOOR & ROOF DIAPHRAGM, <br />ROOF SHEATHING: AS PER R602 C.R.0 <br />15/32" PLYWOOD W/8d ® 6:6:12 (COMMON NAIL) PANEL <br />SPAN RATING 24/0 OR BETTER. <br />FLOOR SHEATHING: <br />23/32" PLYWOOD W/10d @ 6:6:12 (COMMON NAIL) PANEL <br />SPAN RATING 32/16 OR BETTER. <br />3. MULTIPLE ELEMENT MEMBERS (i.e. DBL JOISTS, <br />DBL STUDS, etc.) SHALL BE NAILED TOGETHER <br />W/ 16d's ® 8" O.C. STAGGERED. BEAMS <br />COMPOSED OF MULTIPLE PIECES (4X OR LARGER) <br />SHALL BE BOLTED TOGETHER W/ 5/8"0 M.B.'S <br />16" O/C., STAG'D. <br />4. WALL STUDS: <br />SIZE OF EXTERIOR AND INTERIOR STUD WALLS SHOULD <br />MATCH WITH ARCHITECTURAL DRAWINGS. <br />CONSIDERING THE FOLLOWING MINIM 20 <br />- ALL INTERIOR WALLS SHALL BE 2x6 STUDS @ 16" O.C., <br />U.N.O. <br />- WALLS W/ UNSUPPORTED HEIGHT OF MORE THAN 10'-0", <br />SHALL BE 2x6 STUDS @ 16" O.C. <br />5. WHERE HANGERS ARE NEEDED, WHETHER <br />INDICATED ON PLAN OR NOT, U.N.O., USE "U" OR <br />"LB" HANGERS FOR JOSTS/RAFTERS, & "HU" OR <br />"HW" HANGERS FOR BEAMS OR MULTIPLE JOISTS. <br />6. WHERE SHEAR WALLS ARE THRU WALLS AS <br />INDICATED ON PLANS, SHEAR MATERIAL SHALL <br />BE CONT. THRU WALLS. <br />7. ALL POSTS/MULTIPLE STUDS IN WALLS SHALL <br />RECEIVE EDGE NAILING FROM WALL SHEATHING. <br />ALL BM'S, DRAGS GIRDER TRUSSES SHALL <br />RECEIVE BOUNDARY NAILING FROM SHEATHING. <br />8. WHENEVER A DETAIL IS CALLED ON A WALL <br />LINE (FOR EXAMPLE, 1/SD2 WITH A35'S AT 24" <br />0/C), IT NEEDS TO BE APPLIED TO THE FULL <br />LENGTH OF THAT WALL. NOT JUST AT THE <br />SPOTS IT IS KEYED OUT OR JUST AT SHEAR <br />PANEL PORTION OF THE WALL. <br />9. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE <br />COVERING, FACE GRAIN OF PLYWOOD SHALL BE <br />PERPENDICULAR TO SUPPORTS. <br />10. NOT USED <br />11. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR <br />PIPES, A METAL TIE MINIMUM 0.058" THICK. AND 1 1/2" <br />WIDE SHALL BE FASTENED TO EACH PLATE ACROSS <br />AND TO EACH SIDE OF THE OPENING WITH NOT <br />LESS THAN 6-16d NAILS. <br />12. COORDINATE AND VERIFY ALL DIMENSIONS WITH <br />ARCHITECT DRAWINGS. <br />K F.E + <br />L <br />NO <br />cHtA <br />c tIly <br />04/04/2025 <br />rTir21 <br />FOUNDATION PLAN NOTES <br />ALLOWABLE SOIL BEARING PRESSURE= 1,500 PSF. <br />2. SEE SPECIFICATIONS ON SHEET SN-1 FOR ADDITIONAL INFORMATION. <br />3. CEMENT USED IN FOUNDATIONS SHALL BE TYPE V. UNLESS OTHERWISE REQUIRED <br />BY THE SOIL ENGINEER. <br />4. THE FLOOR SLAB SHALL BE POURED LEVEL TO WITHIN 1/8 INCH IN 10 FEET. FOR <br />5. THE FLOOR SLAB AND FOUNDATION MAY BE POURED HOMOGENEOUSLY (AT THE <br />SAME TIME), WITH A COLD JOINT BETWEEN THE SLAB AND FOUNDATION, <br />AT THE CONTRACTORS DISCRESSION. THE DETAILS DRAWN GENERALLY SHOW TWO POURS. <br />6. ANCHOR BOLTS: AT ALL EXTERIOR WALLS, INSTALL A 5/8" DIA. ANC. BOLTS 0 48" O.C. W/ MIN. <br />10" EMBEDMENT AND W/3"x3"xO.229 THK. PLATE WASHER (THE HOLE IN THE PLATE WA HER IS <br />PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 1/16 INCH LARGER TH NMpstei <br />BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1 %" INCHES, PROVIDED A STAND RWSHER IS PLACED <br />AAMAXIMUM OF 12" BFR MEEEACH ENDETWN THE . PLATES HSMAL ER THAN 24" TE ASER ND THE NUT)IINC LENNIGTH,NLUDNGASHALNE <br />s BE P Iml-- • <br />WITH AT LEAST TWO ANCHOR BOLTS UNLESS OTHERWISE INDICATED ON PLANS, PROVIDE ALL <br />EXTERIOR WALLS AS INDICATED ON PLANS. SEE FLOOR FRAMING PLAN FOR REFERENCE III PROVIDING <br />AN EXTENSION OF ANCHOR BOLTS ABOVE CONCRETE. HARDWARE SHALL BE TIED N-PILL" PRIOR <br />TO PLACEMENT OF CONCRETE. <br />7. SHOT PINS: AT ALL INTERIOR, NON BEARING, NON SHEAR WALLS AND PARTITIONS, INSTALL <br />A 0.145" DIA. X 2.875" LONG, SHANK AND METAL PLATE WASHER AT 36" O.C. ADDING ONE <br />AT EACH END. PLATES SMALLER THAN 16" IN LENGTH SHALL HAVE A MINIMUM OF TWO FASTENERS, <br />ONE AT EACH END. PLATES 16" OR LONGER AND INDICATED AS SHEAR WALLS, PLACE TWO <br />ADDITIONAL FASTENERS, ONE AT 6" AND ANOTHER AT 10" FROM EACH END. <br />8. HOLDOWNS: SEE FOUNDATION PLAN OR FLOOR FRAMING PLAN FOR REFERENCE TO HOLDOWN <br />LOCATION AND HARDWARE EXTENSIONS TO CONCRETE FOUNDATION. <br />(SEE DETAILS PER PLAN FOR MORE INFORMATION) <br />9. RESIDENTIAL FLOOR SLAB: PLACE SLAB REINFORCEMENT IN CENTER OF SLAB. REINFORCEMENT <br />SHALL BE CHAIRED AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. A VISQUEEN VAPOR <br />BARRIER SHALL BE PLACED AT ALL MOISTURE SENSITIVE FLOOR AREAS. PROVIDE SEAMS WITH <br />AT LEAST A 6" OVERLAP AND SEAL TAPE. A <br />FLOOR FLOOR VAPOR BARRIER SUBSTRATE <br />SLAB THICKNESS SLAB REINFORCEMENT SUCH AS VISQUEEN LAYER <br />5" #4 BARS AT 12 O.C. 10 MIL 4" OF 1/2" OR <br />EACH WAY LARGER CLEAN <br />AGGREGATE <br />10. REFER TO ARCH. DWG. FOR TOP -OF -SLAB ELEVATIONS. <br />11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL NOTIFY <br />THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES WITH ANY WORK SO o <br />INVOLVED PRIOR TO STARTING CONSTRUCTION. <br />Ln <br />ii��K�l►�Y11��:3�I»�[el�l��:��[el�ilil�i►L�>OIi111:ZK�P►Ulrl�[�P►� <br />Ln <br />13. <br />WHERE TOP PLATE OR SOLE PLATES ARE CUT FOR PIPES, A <br />o <br />METAL TIE MINIMUM 0.058" THICK AND 1 1/2" WIDE SHALL BE <br />N <br />FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE <br />o <br />OPENING WITH NOT LESS THAN 6-16 d NAILS. <br />Q <br />14. <br />ALL SHEAR HARDWARE AND ANCHOR BOLTS WITH NON-STANDARD SPACING ARE TO BE FIXED IN <br />IN PLACE FOR THE FOUNDATION INSPECTION. INDICATE HOLD-DOWN LOCATIONS, ANCHOR BOLTS WITH <br />3 <br />NON-STANDARD LENGTH OR SPACING. <br />c <br />15. <br />THE STRUCTURAL DESIGN OF THE FOOTING IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH NO <br />a - <br />GREATER THAN 3,000 PSI. SPECIAL INSPECTION WILL NOT BE REQUIRED. <br />0 <br />16. <br />ANCHOR BOLTS SHALL INCLUDE STEEL PLATE WASHERS, A MINIMUM OF 0.229" X 3" X 3" IN SIZE, <br />BETWEEN SILL PLATE AND NUT. <br />17. <br />FASTENERS AND CONNECTORS TO BE GALVANIZED FOR PRESERVATIVE TREATED WOOD. <br />N <br />U <br />a_ <br />18. <br />ANCHOR BOLTS SHALL BE %"O WITH STEEL PLATE WASHERS, A MINIMUM OF 0.229" X 3" X 3" IN SIZE, <br />BETWEEN SILL PLATE AND NUT. EMBEDDED AT LEAST 7 INCHES IN TO THE CONCRETE, SPACED NOT <br />MORE THAN 6 FT. APART UNLESS NOTED OTHERWISE ON SHEAR WALL. <br />m <br />19. <br />HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION <br />INSPECTION. <br />0 <br />20. <br />SCARIFY TOP 12" RE -COMPACT PRIOR TO PRIOR TO TRENCHING FOR THE UTILITY <br />AND/OR FOUNDATION. 90% COMPACTION REPORT IS REQUIRED AT THE TIME OF <br />°' <br />FOUNDATION INSPECTION. PRE -SATURATION SUBGRADE TO 110% OF OPTIMUM <br />o <br />MOISTURE CONTENTS IS REQUIRED. <br />Q <br />U <br />U <br />0 <br />r- <br />N <br />O <br />Q <br />U <br />0 <br />Q <br />0 <br />0 <br />V) <br />0 <br />0 <br />0 <br />s= <br />0 <br />0 <br />N <br />co <br />0 <br />I <br />N <br />O <br />N <br />N <br />I <br />o <br />O <br />0 <br />N <br />O <br />N <br />I <br />X <br />0 <br />a <br />0 <br />N <br />1. CONTRACTOR TO VERIFY ALL EXISTING FRAMING/CONDITIONS AND NOTIFY THE <br />ENGINEER OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO COMMENCING ANY WORK. o <br />L <br />Q) <br />U) <br />D <br />g and Building Agency <br />a :1D A <br />krfiv�NC <br />'ER��ryLd'inISS UA N C E <br />7744 Westminster Blvd, Suite 201 <br />Westminster, CA 92683 <br />Phone: (909) 538-7067 <br />Email: bao@bdpeng.com <br />1. <br />QRptID <br />CIO <br />tss /ply\ <br />c; C 60087 m <br />* EXP.06-30-2026 <br />C / V 1 <br />F OF CA`�FO <br />SIGNED DATE: 04/04/2025 <br />GENERAL CONTRACTOR <br />PROJECT NO.: 2024-106 <br />DATE: JAN. 12, 2024 <br /># <br />Date <br />Z� <br />■06/07/24■ <br />■01/07/25■ <br />A3 <br />■03/17/25■ <br />drawing title <br />Description <br />PLANNING CHECK #1 <br />BUILDING CHECK #1 <br />BUILDING CHECK #2 <br />FOUNDATION & <br />ROOF FRAMING <br />PLANS <br />drawing no. <br />S-i <br />U <br />