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PROVIDE STAGGERED NAILING AT ALL PANEL EDGES. <br />SHEAR CLIPS <br />(A35 OR LTP4) <br />SHEAR WALL SCHEDULE <br />2022 CALIFORNIA BUILDING CODE <br />WALL <br />TYPE <br />SHEATHING <br />APA-RATED EDGE <br />(E.N.) <br />FIELD <br />(F.N.) <br />ALLOWABLE <br />SHEAR <br />(PLF)FRAMED <br />FLOOR CONCRETE <br />SILL PLATE ATTACHMENT <br />3/8" sheathing 8d @ <br />6" O.C. <br />8d @ <br />12" O.C.1 <br />15/32" Struc. I <br />8d @ <br />4" O.C. <br />8d @ <br />3" O.C. <br />8d @ <br />2" O.C. <br />10d @ <br />2" O.C. <br />8d @ <br />12" O.C. <br />8d @ <br />12" O.C. <br />8d @ <br />12" O.C. <br />10d @ <br />12" O.C. <br />2601/4"∅x6" SDS <br />@ 16" O.C. <br />5/8" ∅ A.B. @ <br />48" O.C. <br />@ 16" O.C. <br />@ 24" O.C. <br />@ 8" O.C. <br />@ 8" O.C. <br />@ 6" O.C. <br />(1) <br />(2)STUDS ARE SPACED @ 16" O.C. MAX., UNO. <br />NAILING <br />2 <br />3 <br />4 <br />5 <br />3/8" sheathing <br />3/8" sheathing <br />3/8" sheathing <br />1/4"∅x6" SDS <br />@ 12" O.C. <br />1/4"∅x6" SDS <br />@ 8" O.C. <br />1/4"∅x6" SDS <br />@ 6" O.C. <br />1/4"∅x6" SDS <br />@ 5" O.C. <br />5/8" ∅ A.B. @ <br />42" O.C. <br />5/8" ∅ A.B. @ <br />36" O.C. <br />5/8" ∅ A.B. @ <br />24" O.C. <br />5/8" ∅ A.B. @ <br />18" O.C. <br />380 <br />490 <br />640 <br />870 <br />15/32" Struc. I <br />BOTH SIDES <br />8d @ <br />3" O.C. <br />8d @ <br />2" O.C. <br />10d @ <br />2" O.C. <br />8d @ <br />12" O.C. <br />8d @ <br />12" O.C. <br />10d @ <br />12" O.C. <br />@ 4" O.C. <br />@ 4" O.C. <br />@ 3" O.C. <br />3D <br />4D <br />5D <br />3/8" sheathing <br />BOTH SIDES <br />3/8" sheathing <br />BOTH SIDES <br />1/4"∅x6" SDS <br />@ 4" O.C. <br />1/4"∅x6" SDS <br />@ 3" O.C. <br />1/4"∅x6" SDS <br />@ 2.5" O.C. <br />5/8" ∅ A.B. @ <br />18" O.C. <br />5/8" ∅ A.B. @ <br />12" O.C. <br />5/8" ∅ A.B. @ <br />9" O.C. <br />980 <br />1280 <br />1740 <br />BLK'G & <br />STUD SIZE <br />AT ADJ. <br />PANEL <br />EDGES <br />2x <br />NOTES: <br />3x <br />3x <br />3x <br />3x <br />3x <br />3x <br />3x <br />SYMBOLS LEGEND <br />FOUNDATION NOTES <br />1.REFER TO S-0 SHEET FOR MORE INFORMATION. <br />2.FOR SHEAR PANEL TYPES 3, 4 & 5 ON BOTH SIDES OF WALL, USE MIN. 3X6 SILL PLATES U.N.O. <br />3.FOR NON-SHEAR WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN LIEU OF <br />ANCHOR BOLTS WITH END DISTANCE OF 4" MIN. PER ESR #2555. <br />4.TOP OF ALL EXTERIOR FOOTING, GRADE BEAM FOOTING, PAD FOOTING, OR FLAG POLE <br />FOOTING TO BE MIN. 6" BELOW FINISH GRADE. <br />5.HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION <br />6.ALL HOLDOWNS AND POST ANCHORS TO BE INSTALLED ACCORDING TO MOST CURRENT <br />SIMPSON STRONG TIE SPECIFICATIONS AND REQUIREMENTS OF ICC-ER REPORTS & SHALL BE <br />TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. DIMENSIONS ARE NOT FURNISHED TO <br />SIMPSON HOLDOWNS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR'S SUPERINTENDENT, <br />THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO LOCATE THESE ANCHORS <br />IN THE EXACT LOCATION. REFER TO DETAILS FOR PROPER INSTALLATION. <br />7.MIN. CONCRETE WIDTH TO BE 8" FOR RECEIVING PA, HPA & STHD'S. VERIFY LOCATIONS OF <br />HOLDOWNS AND ANCHOR BOLTS WITH ROUGH FRAMING TO ASSURE ACCURATE <br />INSTALLATION. <br />8.HOLDOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE 0.229"x3" PLATE WASHERS <br />ON THE POST OPPOSITE THE HOLDOWN AND HOLDOWN SHALL BE TIGHTENED TO FINGER <br />TIGHT PLUS ONE HALF WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. <br />DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) <br />DETAIL SHEET NUMBER <br />DETAIL NUMBER <br />SHEAR PANEL LENGTH AND NUMBER. <br />REFER TO SHEARWALL SCHEDULE FOR PANEL TYPE <br />X <br />SD.X <br />X SHEARWALL GRID LINE, REFER TO E.O.R. CALCULATIONS <br />X <br />X <br />POST OR TRIMMER AS NOTED <br />X <br />HOLDOWN TYPE, SEE 10/SD.0 FOR CONNECTION DETAIL (U.N.O.) <br />SHEARWALL NOTES <br />1.REFER TO S-0 SHEET FOR MORE INFORMATION. <br />2.SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY E.O.R IN WRITING. <br />3.AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. <br />4.DO NOT BREAK SHEAR WALL AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY <br />DETAILED ON PLANS. INSTALL SHEAR WALL PRIOR TO FRAMING OF PERPENDICULAR WALLS. <br />5.CONTRACTOR IS RESPONSIBLE FOR VERIFYING HARDY FRAMES MATCH TOP PLATE HEIGHT & <br />NOTIFY ENGINEER OF RECORD IF DIFFERENT THAN PLANS. <br />6.ALL SHEAR PANELS SHALL HAVE CONTINUOUS SHEATHING MATERIAL FROM ONE END TO THE <br />OTHER AND FROM PLATE TO PLATE AS SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL <br />COORDINATE FRAMING SUCH THAT CONTINUITY OF SHEAR PANELS IS ASSURED. <br />1.REFER TO S-0 SHEET FOR MORE INFORMATION. <br />2.USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS PROJECT. CONTACT <br />E.O.R. FOR CONVERSION TABLE OR SUBMIT SHOP DRAWINGS TO E.O.R. FOR REVIEW AND <br />APPROVAL. <br />3.USE 2x TRIMMER FOR HEADERS LESS THAN 6'-0" AND 2-2x TRIMMER FOR 6'-0" TO 10'-0" LONG <br />SPAN IN BEARING WALLS, U.N.O. ON THE PLAN. SEE PLANS FOR HEADERS LARGER THAN 10'-0" <br />LONG. <br />4.TYPICAL HEADERS: USE 4x4 FOR OPENINGS LESS THAN 16" AT BEARING WALLS WITHOUT POINT <br />LOADS. FOR NON-BEARING WALLS USE 2x4 FOR OPENINGS UP TO 3'-0" MAX. USE 2-2x4 FOR <br />OPENINGS UP TO 6'-0" MAX. USE 4x6 FOR OPENINGS UP TO 12'-0" MAX. U.N.O. <br />5.ALL LEDGERS SHOULD BE SPLICED WITH ST22 STRAP, U.N.O. <br />FRAMING NOTES <br />EXISTING FOOTING <br />DIRECTION OF FRAMING MEMBER PER SCHEDULEX <br />FRAMING AREA DIVISION <br />BEAM NUMBER, REFER TO E.O.R. CALCULATIONS <br />HEADER OR DROP BEAM PER PLAN <br />FLUSH BEAM PER PLAN <br />X <br />X <br />X <br />FRAMING SCHEDULE <br />MARK MEMBER TYPE <br />EXISTING FRAMING(E) <br />NEW PAD <br />PAD SCHEDULE <br />PAD SIZEMARK <br />2'-0" SQ. X 18" DEEP2018 <br />REBARS <br />(3) #4 E.W. <br />dish <br />washer <br />(N)BATH <br />(N)KITCHEN <br />(E)W (E)D (E)WH <br />(N)BEDROOM <br />(N)JADU <br />di <br />s <br />h <br />wa <br />s <br />h <br />e <br />r <br />(N)C.L.(E)PORCH <br />(E)LAUNDRY22X30 <br />ATTIC <br />ACCESS <br />1 (E) <br />(E) <br />(E) <br />1 <br />4' <br />- <br />0 <br />" <br />HDU2 <br />HDU2 <br />10 <br />SD.0 <br />10 <br />SD.0 <br />9 <br />SD.0 <br />11 <br />SD.0 <br />12 <br />SD.0 <br />TYP. <br />EXISTING CONC. SLAB <br />EXISTING CONC. SLAB <br />(E) SLAB ON GRADE <br />w/ (N) LATICRETE Hydro Ban <br />(ESR-2417) <br />2 <br />14 <br />SD.0 <br />14 <br />SD.0 <br />NOTE: V.I.F. (VERIFY IN FIELD) IF NO EXISTING FOOTING AT <br />GARAGE DOOR, PROVIDE NEW FOOTING PER DETAIL 15/SD.0. <br />2 <br />22 <br />2018 <br />2018 <br />3 <br />3 <br />dish <br />washer <br />(N)BATH <br />(N)KITCHEN <br />(E)W (E)D (E)WH <br />(N)BEDROOM <br />(N)JADU <br />di <br />s <br />h <br />wa <br />s <br />h <br />e <br />r <br />(N)C.L.(E)PORCH <br />(E)LAUNDRY22X30 <br />ATTIC <br />ACCESS <br />(N <br />) <br /> <br />6 <br />x <br />6 <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />6 <br />x <br />6 <br /> <br />H <br />D <br />R <br />(E) HDR <br />(E) HDR <br />(N) 6x6 HDR <br />1 (E) <br />(E) <br />(E) <br />1 <br />4' <br />- <br />0 <br />" <br />4x6 <br />4x6 <br />13 <br />SD.0 <br />3 <br />SD.0 TYP. <br />(E)EXISTING ROOF RAFTER <br />& CEILING JOISTS SYSTEM <br />EXISTING FRAMING SYSTEM <br />EXISTING FRAMING SYSTEM <br />FOUNDATION PLAN <br />SCALE : 1/4" = 1'-0" <br />PROJECT CONTACT <br />OWNERSHIP <br />IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING <br />CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING <br />OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS <br />AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY <br />KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF <br />CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL <br />INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS <br />SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO <br />THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE <br />OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN <br />CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. <br />DESCRIPTIONDATEDELTA <br />CONVERT 439 SQ.FT <br />GARAGE TO JADU <br />(1 BEDROOMS, <br />1 BATHROOMS, <br />1KITCHEN ) <br />C <br />NAHT NEYUGNC <br />IVI L <br />H . <br />A <br />LACF <br />No. C81016 <br />Exp. 9/30/23 <br />OETTSA INROFI <br />THANH NGUYEN <br />01/12/25 <br />14572 HARPER STREET - MIDWAY CITY, CA 92655 <br />Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com <br />THANH NGUYEN <br />REGISTERED PROFESS IONAL ENGINEER <br />DATE <br />2 11/22/2024 2nd Plan Check <br />3 12/26/2024 3rd Plan Check <br />20 <br />1 <br />9 <br /> <br />W <br /> <br />C <br />a <br />m <br />d <br />e <br />n <br /> <br />P <br />l <br />, <br />Sa <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />CO <br />N <br />V <br />E <br />R <br />T <br /> <br />G <br />A <br />R <br />A <br />G <br />E <br />TO <br /> <br />J <br />A <br />D <br />U <br />ROOF FRAMING PLAN <br />SCALE : 1/4" = 1'-0" <br />S-1 <br />FOUNDATION <br />& ROOF <br />FRAMING PLAN <br />3 <br />2019 W Camden Pl & <br />Unit# 24/15/2025