6504 HIGHLAND DR 2023 Plans 2025-03-27

M TOP R SPLICE PER 9/S3.2 U p SEE NON-BEARING PARTITION TOP R SPLICE PER 9/S3.2 DEL 2x FLAT,TYR DO NOT SPLICE RIM JOIST z rT ANCHORAGE PER 5/S3.2 FOR CONN BLKG BTWN JOIST IN THIS AREA OVER ALL TO FRAMING OPAREA OVER ,C/:) DBL 2x FLAT (2) t6d FACENAIL THRU 6"MIN �J� C ONE R TO STUD .'L U E ra (2) 16d FACE NAIL THRU NOTE 7 T/WALL,` L u v i ONLY LOWER R TO STUD z `L) NOTES: DROPPED HDR PER PLAN C i z '� 1. HEADERS, KING STUDS AND OTHER REFERENCES ON PLAN GOVERN OVER TYPICAL DETAILS. DEL 2,TOP RIN WALL FRAMING PER PLAN (2) 16d FACENAIL Vu d O 2. REFERENCE SHEAR WALL NAILING DETAIL FOR ADDITIONAL INFORMATION. DEL STUDS TRIMMER DBL KING STUD LLB Y C4 (2) 15d FACE NAIL STUD TO HDR UNO ON PLAN 3. REFERENCE SHEAR WALL SCHEDULE FOR CONNECTION AT TOP AND BOTTOM OF WALL. UNO ON PLAN J N PROVIDE DEL PLATE®WINDOW m -a 4. COORDINATE KING AND TRIM STUDS WITH HOLDOWN STUDS. BLKG PER SW SCHED KING STUD BLKG PER SW SCHED OPENINGS GREATER THAN 8'-0" m ?� m CR 5. ACCEPTABLE TO USE THREADED ANCHOR IN LIEU OF CAST-IN-PLACE ANCHOR BOLT. TRIMMER&KING STUD 2x TRIMMER cli 6. RIM JOIST IS HEADER AT EXTERIOR AND CORRIDOR WALLS. DO NOT SPLICE OVER OPENINGS. WALL FRAMING PER PLAN o 7. IF 6"OVERHANG NOT AVAILABLE, HANG RIM FROM INTERSECTING BEAM W/SIMPSON HUD 16d FACENAIL® 12"OC HANGER x SIZE OF RIM. MULTIPLE STUD FULL LENGTH 16d FACE NAIL® 12'LC B. SILL PLATES TO BE PRESERVATIVE/PRESSURE TREATED WHERE IN CONTACT WITH CONCRETE MULTIPLE STUDS, FULL LENGTH EXPOSED TO WEATHER. PT SILL OR BOTT R PROVIDE 5 PROVIDE%"0 AB W/8" 9. REFERENCE 4/S3.1 FOR SILL PLATE CONNECTION AT PLYWOOD SHEATHING. /0 AB W/ 10. NAILING NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.10.1 OF THE IBC. 0.145"0 RAF W/ 1%"0 WASHER 8"EMBED 4'-0'OC PT SILL OR BOTT R EMBED®4'-0"OC &3/y°EMBED 024"OC SEAL: T/SLAB T/SLAB OR 3"MIN * OR T/SHTG� SH`r TG 3"MIN p0$pF A.As � � 4 lI gBl�, 9"MAX (2) 16d FACE NAIL (2) 16d FACENAIL 9"MAX INTERIOR NON-BEARING INTERIOR BEARING I NON-SHEAREXTERIOR NON-BEARING I NOWSHEAR TYPICAL WALL FRAMING DETAILS&NOTES �� 129�N 1291W 1292W 1293W x'T 37445 SCALE:NTS 'GISTE� IDNAI. /1/23 WALL FRAMING PER PLAN,TYR F/SUPPORT �F/SUPPORT TRUSS/JOIST/BLKG PER PLAN,TYR BOTT It WALL ALLOWABLE HOLE SIZE HOLE ZONE T/SHT _ "3 W IA, BN,TYR LLI F- O , Z rn M L�-- -- uj 0r oN RIM JOIST OR BEAM ROOF SHTG PER PLAN 0 p 00 INSTALL W/0 M PER PLAN(NOTE-2) OFFSET J PER ARCH w 0 :z pn N 1/3 LENGTH 1/3 LENGTH C) DBL TOP R,SPLICE PER 9/53.2 2x BLKG W/ 10d Q Of LLI NEW OR EXIST WALL TOENAIL® 6"OC ZIT,(2)2x,AND(3)4 Q = OPTION A OPTION B OPTION C FRAMING PER PLAN TO BEAM Z O ui ui •31/2"SDPW SCREW •5"SDPW SCREW FOR •6"SDPW SCREW FOR 2x BOTT R L.L Lo LLl FOR SINGLE 2.TOP R SINGLE 2x+ ix TOP R (2) 2x TOP R HDR PER PLAN - L,G FASCIA PER ARCH Q NOTES: BEAM PER PLAN NOTES(APPLIES TO ALLI: 1. FLOAT THE CEILING DRYWALL END AS PER STANDARD INDUSTRY STANDARDS. TRIMMER STUDS PER PLAN 1. ROUND HOLES ONLY. RECTANGULAR HOLES ARE NOT ALLOWED. 2. INSTALL SIMPSON SDPW SCREWS W/OFFSET DRIVER BIT WITH 3/4"OFFSET RAFTER PER PLAN 2. NO HOLES IN CANTILEVERS. TO ALLOW FOR VERTICAL MOVEMENTS UP AND DOWN. HANGER PER PLAN 3. NO HOLES IN HEADERS. NOTES: 4. OTHER HOLES NOT DESCRIBED ABOVE SHALL BE SUBJECT TO REVIEW BY FOR PRIOR TO DRILLING. 1. WALL SHEATHING NOT SHOWN FOR CLARITY 2x8 LEDGER PER PLAN 5. ALLOWABLE HOLES BASED ON UNIFORM LOADS ONLY. FOR ANY OTHER LOADING,CONTACT EOR. 2. SIM AT ROOF. 6. NO HOLES IN HEADERS/BEAMS IN PLANK ORIENTATION. 7, DO NOT NOTCH MEMBERS. TYPICAL INTERIOR PROJECTp: 23-056 NON-BEARING WALL TOP PLATE ANCHORAGE TYPICAL HEADER FRAMING(DROPPED) rn31 MONOSLOPE ENTRY ROOF SECTION ALLOWABLE HOLES IN WOOD JOISTS&BEAMS �� DRAWN BY: TILT SCALE:NTS sss1. SCALE:NTS 88p1i 6 SCALE:NTS SCALE:NTS O DESIGNED BY: JAC DATE: DESCRIPTION 06.01.2023 REVISED PERMIT WALL FRAMING PER PUN,TYR EXTERIORBEARING/SHEAR WALL STUDS EXTERIOR/BEARING/SHEAR WALL STUDS Bur R STUD MAX DEPTH OF STUD MAX DIAMETER MIN DEPTH REMAINING SIZE EDGE CUT OR MIN STUD DEPTH REMAINING SIZE OF HOLE AFTER BORING 4'-0°MIN SPLICE LAP NOTCH JURISDICTIONAL STAMP: 2x4 �" 2%" 2x4 1�" 5/8"EA SIDE OF HOLE (WITHIN AREAdIF NAILS PLICEA11 6ROC) T/SHTG - 2x6 13/8" 4}�" 2x6 7}g" 5/8"EA SIDE OF HOLE Q\P�` p F.S BREAK PLATES® STUD CENTERLINE CL STRAP 2x8 *4" SY2" 2x8 27/g" 5/8"FA SIDE OF HOLE EDGE SAW CUT pLP00R�� DOUBLE TOP R RIM JOIST OR BM \pSN BORED HOLES ARE TO BE SPACED AT LEAST PER PLAN(NOTE-2) NON-BEARING WALL STUDS NON-BEARING WALL STUDS0 A STUD WIDTH FROM A CUT OR NOTCH -- -- STUD % DEPTH OF STUD MAX DIAMETER MIN DEPTH REMAINING CIRCULAR NOTCH�� 0 SIZE EDGE CUT OR MIN STUD DEPTH REMAINING SIZE OF HOLE AFTER BORING NOTCH DBL TOP R,SPLICE PER 9/S3.2 2x4 13/8 2)g" 2x4 2" 5/8"EA SIDE OF HOLE M p6YtN STUDS&SPACING PER PLAN 2x6 7/8" 3%e" 2x6 3}q" "EA SIDE OF HOLE CSI6x30" 2x8 2%" 4%" 2x8 4y" -"EA SIDE OF HOLE V NOTCH HDR PER PLAN 6Q BORED HOLES ARE TO BE SPACED AT LEAST SHEET TITLE. ::�jCUTTING AND NOTCHING WOOD STUDS BORED HOLES IN WOOD STUDS TWICE THE DIAMETER OF THE LARGEST HOLE � TRIMMER STUDS PER PLAN 6n Q,ti O STRUCTURAL a LET-IN NOTCH- SECTIONS&DETAILS NOTE: - NOTES: O $ FLOOR/ROOF JOISTS NOT SHOWN FOR CLARITY. NOTES: 1. NO CUTTING,NOTCHING OR BORING IS ALLOWED IN SHEAR WALL EpZP g 1. WALL SHEATHING NOT SHOWN FOR CLARITY. HOLDOWN COMPRESSION STUDS OR PLATES. Mp$ SILL PLATES TO FOLLOW SAME SPACING& € 2. SIM AT ROOF. 2. BORINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE A IZE AS NOTED IN VERTICAL STUDS,TYR CUT OR NOTCH HAS BEEN MADE. I SHEET NUMBER: 3. DO NOT NOTCH OR BORE MORE THAN THREE ADJACENT STUDS WITHOUT REVIEW AND APPROVAL BY EOR. TYPICAL TOP PLATE SPLICE DETAIL TYPICAL HEADER FRAMING(FLUSH) 1� TYPICAL HOLES&NOTCHES IN WOOD STUDS 12 3,2 SCALE:NTS 1701` 9 SCALE:NTS 8fi02" scALE:NTS S P