HOLD- 829 N Garfield St - Plan - Laserfiche WebLink

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NOT USED CNOT USED DNOT USED ENOT USED F NOT USED 21 NOT USED 22 NOT USED 23 NOT USED 24 NOT USED B NOT USED A AROUND OPENING: WINDOW TYP SHEAR WALL TYPICAL WALL WALL OPENING ANCHOR BOLTS OR SOLE PLATE NAILING PER SHEAR SCHEDULE CONT TRIMMER KING STUD PER SCHEDULE CONNECT TO HEADER PER SCHEDULE STUDS PER SCHEDULE U.N.O. ON PLANS 2-2X TOP PLATES SPLICE PER DETAIL A HEADER MEMBERS AT PANEL JOINTS, WHERE OCCURS SEE SHEAR SCHEDULE POST WITH HOLD-DOWN PER PLAN, U.N.O. BN TO POST, TOP OF TOP PLATE, AND MUD SILL (MIN. 3 8" EDGE DISTANCE, TYP) SHEAR PANEL HOLD-DOWN INSTALLED FLUSH W/SILL PLATE U.N.O. IN MANUFACTURES MANUAL PTDF SILL PLATE PER SCHEDULE CONTINUOUS STUD OR POST W/ BN EACH SIDE OF OPENING (SIZE PER SHEAR SCHEDULE IF PANEL SPLICE OCCURS ON KING STUD/ POST) CS14 STRAP (U.N.O.) OVER HEADER CONT EACH SIDE OF HEADER, TYP. AT TOP AND BOTTOM. (INSTALL STRAP OVER SHEAR PANEL ALT: STRAP AT OPPOSITE SIDE AND INSTALL BN FROM SHEAR PANEL TO BLOCKING) INSTALL STRAP ON EACH FACE OF WALL AT DOUBLE SIDED SHEAR WALLS. 3X BLOCKING, TYP IF SHEAR PANEL SPLICES OCCUR WITHIN THIS REGION, IT SHALL BE LOCATED ON THE FULLHEIGHT KING STUD OR POST. MEMBER SHALL BE 3X WHERE REQUIRED BY THE "SWAB" SCHEDULE. IF SPLICE IS LOCATED AT 2X TRIMMER AND 2X KS THEN STITCH NAIL TOGETHER PER THE "SWAB" SCHEDULE. HEADER 2-2X OR 3X PLATE SHEAR PANEL (TO EXTEND ABOVE AND BELOW OPENING) STRAP DOUBLE TOP PLATE SPLICE SCHEDULE 1.SPLICE REQ'D AT ALL PLATE BREAKS AND ALSO AT CHANNELS FOR INTERSECTING WALLS AT ANY EXTERIOR WALL, BEARING WALL, OR SHEAR WALL MIN LUMBER GRADE AT TOP PLATE NOTES: STANDARD DF#2 NAILSLAP LENGTH LTYPE / CAP. A / 2.0 K 32"12-16d MSTA36 MSTC4026-16d40"B / 4.7 K 2.USE TYPE A SPLICE, U.N.O. 3.DO NOT SPLIT TOP PLATE WITH NAILING. STRAP PER SCHEDULE MAY BE USED IN LIEU OF NAILS. L STAGGERED 16d SINKERS PER SCHEDULE AT EACH SIDE OF SPLICE. 4" WALLS 6" WALLS DF#2 DF#2 2-2X TOP PLATE STRAP IN LIEU OF PLATE NAILING. INSTALL STRAP OVER TOP PLATE.TOP PLATE BREAK A TYPICAL TOP PLATE SPLICE 2-2X SILL OR 3X SILL TOP PLATE SPLICE PER DETAIL A TYPICAL SHEAR WALL AROUND OPENING: DOOR SHEAR PANEL (TO EXTEND ABOVE OPENING) SEE STRAPPING AT WINDOW FOR INFO NOT SHOWN TYPICAL SHEAR WALL 1.USE TOENAILS AT 4X KING POST. 2.USE END NAILS AT 2X KING STUDS. OPENING WIDTH UP TO MIN. CONNECTION TO HDRMIN TRIM MIN. KS 6'-0"1-2X 1-2X 4-16d 6-16d2-2X2-2X12'-0" 1-A352-2X2-2X16'-0" OVER 16'-0"PER PLAN PER PLAN PER PLAN GENERAL NOTES: GENERAL NOTES: 6" WALL 2.MAXIMUM LATERALLY UNSUPPORTED HEIGHT: 10'-0" FOR 2X4 WALLS AND 17'-0" FOR 2X6 WALL 1.USE THIS SCHEDULE, UNLESS NOTED OTHERWISE ON PLANS. 4" WALLLEVEL 1ST STORY 2X AT 16" O.C.2X AT 16" O.C. 2ND STORY 2X AT 16" O.C.2X AT 16" O.C. ANCHOR BOLTS OR SOLE PLATE NAILING PER SHEAR SCHEDULE TYP INTERIOR NON-BEARING HEADERS SCHEDULE 3 H L MAX. OPENING SPAN (L) NOTES: 1.HEADERS OR BEAMS INDICATED ON PLANS SHALL SUPERSEDE THIS DETAIL. 2.NON-BEARING HEADERS ARE THOSE WHICH SUPPORT ONLY THE NON-BEARING ABOVE (DRYWALL FINISH BOTH SIDES). 3.DOUBLE KING STUDS WHEN OPENING EXCEEDS 8'-0". 4.(2) 2 X 4 OR (3) 2 X 4 WITH PLYWOOD FILLER MAY BE USED IN-LIEU OF 4X. HEADER SIDE 2X FLAT 2-2X FLAT 4 X 4, 4 X 6 FLAT 1,4 H = 1'-4" 6'-0" 7'-6" 8'-0" FOR LONGER SPANS OR HIGHER WALLS, CONTACT EOR H = 2'-4" 6'-0" 7'-6" 8'-0" H = 3'-4" 6'-0" 7'-6" 8'-0" 16d EA. END 2 4 6 H L 2 X 4 2 X 6 BUIT-UP HEADER WITH (2)-ROWS 16d AT 8" O.C.4 (NAIL EACH WAY AT 2 X 6 WALL ONLY) SECTION SECTION 2X CRIPPLES W/ NAILSTOP PLATES HEADER 16d PER CHART 2X KING-STUD3 2X CRIPPLESTOP PLATES HEADER 16d PER CHART 2X KING-STUD3 2X FLAT HEADER STANDARD HEADER SECTION TYP CEILING JOIST SCHEDULE 4 NOTES: 1. SELECT SPACING TO MATCH RAFTER SPACING UNLESS NOTED OTHERWISE. 2. NAILS ARE TO BE MIN. 16d "P-GUN". 3. SPANS ARE PER CBC TABLE 2308.7.1(2) UNINHABITABLE ATTICS WITH LIMITED STORAGE (DL=10 psf, LL=20 psf). 4. CONTINUOUS LEDGERS SHALL BE APPLIED OVER SHEAR MATERIAL OR OVER DRYWALL AT SPECIAL FIRE OF PARTY WALL CONSTRUCTION AS REQ'D. PER ARCH. DETAILS. 5. IF TOTAL THICKNESS OF MATERIAL BETWEEN LEDGER AND STUD WALL EXCEEDS 5 8", USE 20d FACE NAILS AT LEDGER OR SIMP. SDS 14" X 4" WOOD SCREWS (MAX. MATERIAL BETWEEN LEDGER AND STUD WALL = 114"). CEILING JOIST SIZE 2 X 4 16" O.C. 24" O.C. SPACING 8'-9" 7'-2" MAX. SPAN 2 3 FACE NAILS 2 1, 4 3 4 TOE- NAILS 1, 4 2 X 6 16" O.C. 24" O.C. 12'-10" 10'-6" 3 4 4 5 2 X 8 16" O.C. 24" O.C. 16'-3" 13'-3" 4 5 5 7 2 X 10 16" O.C. 24" O.C. 19'-10" 16'-3" 5 6 7 8 FOR LONGER SPAN, CONTACT ENGINEER LAP AT WALL COND. TOENAILS AT LEDGER COND. LAP AT RAFT. COND. HANGER AT LEDGER COND. (4)16d FACE NAILS AT CJ LAP OR CJ TO RAFT (U.N.O.) STUD WALL PER PLAN LAP & SPIKE W/ (4)16d FACE NAILS CONT. 2X LEDGER W/ 16d FACE NAILS TO STUDS AND 16d TOENAILS AT CJ TO LEDGER CONT. 2X LEDGER W/ 16d FACE NAILS TO STUDS AND "LUS" TYPE HANGER TO LEDGER SHEAR OR3 SEPERATION WALL MATERIAL WHERE REQ'D. TYP STRUCTURAL WOOD STUD WALL FRAMING 1 MIN 16" FROM END OF SHEAR WALL 16" MIN L = LENGTH OF SHEAR WALL 16 " M I N 6" MAX 6" MA X 32" MIN 8" MAX 16 " M I N SMALL HOLES IN SHEAR PANEL 1.ACCUMULATED LENGTH OF HOLES IN SHEAR WALL SHALL NOT EXCEED 10% OF WALL LENGTH 2.SIZE OF OPENING INCLUDES THE MAXIMUM LENGTH OF CUT MADE (SAW SHALL NOT PASS MAXIMUM ALLOWABLE HOLE SIZE) SHEAR PANEL PER PLAN MSTA36 OVER 2X BLOCKING 2X STUD W/ BN AT EACH SIDE OF OPENING TYP WALL VENT OPENING AT SHEAR WALL VENT OPENING (BELOW TOP PLATES) (MAX 10" TALL X12" WIDE OPENING) STUDS: NON-BEARING BEARING AND EXTERIOR STUDS: 60% D 40% D 25% D NOTCH / BORE % OF STUD 4" STUDS 6" STUDS 8" STUDS 7 8" 13 8" 2"314" 218" 13 8"17 8" 3" 412" D 5 8" MIN 60 % D 40% D 25% D 60 % D 5 8" MIN D ALLOWABLE NOTCHES AND HOLES PLATES: 18"18"18"18" DIA 4"12" 2"12" DWDIAMETER MAX WITH STRUCTURAL STRAP WALL 4" 6"4" 2" HOLE NOTCH SHEAR PANEL, WHERE OCCURS, SHALL BE INSTALLED OPPOSITE THE NOTCH SIDE BORED HOLE MAX DIAMETER = 60% D CS14 AT EACH PLATE. EXTEND MIN 18" PAST HOLE OR NOTCH IN PLATE, TYP PLATE INSTALL AB WITHIN 5"-12" FROM EACH SIDE OF NOTCH AT SILLS BORED HOLE MAX DIAMETER = 40% D 1.MAXIMUM 2 HOLES PER 13 SPAN. 2.DO NOT DRILL HOLES IN BEAMS 3.CONTACT EOR FOR HOLES NOT COVERED HERE 33 4" 3" 23 8" - MAX HOLE (D/3)MEMBER - 2 X 8 2 X 10 2 X 12 NOTES: 12" MIN D/ 3 MA X 2" M I N 2" M I N D L/3 L/3 L/3 L = SPAN OF FRAMING MEMBER NO HOLES IN THIS AREA 2X JOIST OR RAFTER TYP ALLOW. HOLES AT JOISTS 18 TYP SHEARWALL ALLOW. HOLES & VENTS 13 CONX AT TOP & BOT OF NON-BRG WALLS 11TYP DIAPHRAGM REQUIREMENTS 15TYP ALLOW. WALL NOTCHES & HOLES 19 TYP TRIMMER & KING STUD SCHEDULE TYP STUD SCHEDULE REFER TO DETAIL 13 FOR ALLOWABLE HOLES & VENTS IN SHEAR WALL STRAP MAY EXTEND ONLY 2'-0" ONTO HEADER/SILL IF HEADER/ SILL IS CONTINUOUS SYSTEM FLOOR O/ 1X DECKING THICK- NESS 15 / 32 '' SPAN RATING BOUNDARY & EDGE NAILING FIELD NAILING STAGGER EVERY OTHER ROW OF PANELS DIAPHRAGM BOUNDARY NAILING (BN) WITH MIN 3 8 '' EDGE DISTANCE LONGITUDINAL PANEL EDGE. RUN PANELS OVER DECKING OVER FRAMING MEMBERS TYP UNBLOCKED EDGE. TYP FIELD NAILING. INSTALL AS IF OVER INTERMEDIATE FRAMING MEMBERS ADJOINING PANEL EDGE NAILING. PROVIDE 1 8 '' GAP BETWEEN PANELS EDGE OF DIAPHRAGM / RIM (E) DIAG. 1 X 6 DECKING BLW SHEATHING. SEE DECKING NAILING REQUIREMENTS (E) FRAMING MEMBERS. PARTIALLY SHOWN IN THIS PLAN VIEW FOR CLARITY (N) FLOOR SHTG. INSTALL O/ 1X DECKING & PROVIDE EDGE / BOUNRDAY / FIELD NAILING. INSTALL AS IF O/ 2X FRAMING SHEATHING OVER DECKING NOTE: NAILING OVER SHEATHING OVER 1X DECKING PER PLAN VIEW #2 IS IDEALIZED SIMILAR TO SHEATHING INSTALLED DIRECTLY OVER 2X FRAMING MEMBER. HOWEVER, FIELD & EDGE NAILING IS NOT REQUIRED TO ALIGN OVER FRAMING MEMBERS AS LONG AS NAILING ACHIEVE THE REQUIRED PENETRATION ONTO THE 1X DECKING PROPERLY NAILED TO THE FRAMING BELOW PER PLAN VIEW #1. SEE APA TECHNICAL NOTE TT-097 FOR ADDITINOAL INFORMATION. 2 SHEATHING OVER 1X DECKING 1 DIAGONAL 1X DECKING O/ 2X FRAMING (E) NAILING FROM 1X DECKING TO FRAMING BELOW. VIF. (E) DIAG. 1 X 6 DECKING BELOW SHEATHING FOUND TO BE IN STRUCTURALLY SOUND CONDITIONS. CONTRACTOR SHALL REPLACE INDIVIDUAL 1X DECKING THAT ARE FOUND DAMAGED OR BROKEN & SHALL NAIL PER NOTE BELOW (E) FRAMING MEMBERS SEE FRAMING LAP (N) 12" LONG 2X4 WITH (E) 2X JOISTS & NAIL WITH 4-16D WHERE NAILING CANNOT BE CONFIRMED (1X DECKING IS LOOSE) & AT EACH NEWLY REDPLACE 1X, NAIL USING 2-10d PER DIAGONAL TO EACH 2X FRAMING MEMBER CROSSED. NAILS SHALL BE 3 8" CLEAR OF ANY EDGE NOTES 1.FLOOR SHTG SHALL BE STURD-I-FLOOR T&G GLUED W/ ADHESIVE MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. 2.ALL SHTG SHALL BE APA RATED EXPOSURE 1 AND MEET THE REQ. OF PS 1-09, PS 2-10 OR APA PRP 108. SHTG WITH ANY PORTION PERMANENTLY EXPOSED TO WEATHER SHALL BE EXTERIOR RATED. 3.CONSULT W/ ROOFING/FLOORING SPECIALIST FOR ADD'L REQUIREMENTS. 32 / 16 8d @ 6'' O.C.8d AT 12'' O.C. 2X4 FLAT BLOCK BTW JOISTS AT 4'-0" O.C. CONNECT USING 2-16d END NAILS NON BEARING WALL. 2-12d FROM BLKG TO NON-BEARING WALL TOP PLATESPARALLEL FLOOR FRAMING NON BEARING WALL. 2-16d TOE NAILS FROM JOIST TO NON-BEARING WALL TOP PLATESPERP. FLOOR FRAMING 2X4 FLAT BLKG BETWEEN JOISTS BELOW WALL SILL PLATE NON BEARING WALL ABOVE SOLE PLATE NAILING. MIN PER "NO SHEAR" TYPE OF THE SHEAR SCHEDULE FLOOR SHEATHING OR DECKING PER PLAN A CONNECTION AT TOP & BOTTOM OF NON-BRG WALLS B CONNECTION AT TOP NON-BRG WALLS (PARALLEL FRAMING ABV) NOT USED 17 ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED, USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER. ESSE'S ALL RIGHTS RESERVED 947 E. FAIRWAY DRIVE, ORANGE, CA 92866 (714) 400 - 5584 NO.DATE ISSUE SHEET NO. GA R F I E L D R E S T O R A T I O N / R E M O D E L VV S E S T A T E S L L C 82 9 N . G A R F I E L D S T R E E T SA N T A A N A , C A 9 2 7 0 1 07-09-2024 ELIE SAYEGH, PE 0127 DOCUMENTS ORIGINAL ISSUE DATE: PROJECT ENGINEER: PROJECT NO. 1S T S U B M I T T A L SD3 ST R U C T U R A L D E T A I L S 07/09/2024 HOLD- 829 N Garfield St1/15/2025