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8109 FLORIDA DR 2024 Plans 2025-09-11
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8109 FLORIDA DR 2024 Plans 2025-09-11
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Last modified
9/11/2025 10:28:00 AM
Creation date
9/11/2025 10:27:30 AM
Metadata
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Template:
Address Document
Street Name
FLORIDA DR
Street Number
8109
Permit
B2401-001
Year
2024
Notes
INTERIOR REMODEL/ REBUILD EXTERIOR DECK AND PORCH
Address Document Type
Plans
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Cs h <br /> C � 4 <br /> G,1 N 0 <br /> J <br /> M <br /> (n jON o <br /> G SHEARWALL PER PLAN SHEARWALL PER PLAN C) <br /> PANEL EDGE NAILING PER PANEL EDGE NAILING PER N of Q N O U <br /> � 00 I'6 <br /> SHEARWALL SCHEDULE SHEARWALL SCHEDULE FRAMING PER LLl Q t� <br /> "'•" ''' (FR PER 1pd®6"o/c DIAPHRAGM EDGE SHEARWALL SCHEDULE, HEADER PER PLAN — <br /> ..�.;: ..,.,..�;,: :.:,::;::;�,'?'•..,:..;? .';•J..�:'.:,'..':'_.. 10d ®6" o/c DIAPHRAGM EDGEALL SCHEDULE, (2) 2x—SHOWN .O ?�N N <br /> NAILING U.N.O. SHOWN NAILING U.N.O. ��}y' 77HH <br /> SHEAR CLIP PER SHEARWALLEA. JOIST SHEAR CLIP PER SSCHEDULE KIt'AJOIST U N.O. 7 <br /> SCHEDULE (5)16d NAILS � CnN®DOUBLE TOP PLATE W/EDGE NAILING SECURE JOIST TOP &8070M SECURE JOIST TOP &BOTTOM JOIST PER EACH END (n O 12 LLJQG HOLDOWN PER SCHEDULE FLANGE w/10d NAILS FLANGE w/10d NAILS PLAN U Q O N Z 3(STAGGER) AND PLAN (HDQB—SDS3 SHEATHING RIBBON TO MATCH SHEATHING RIBBON TO MATCH (1—JOIST OMLJO®SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) TOP &BOTTOM SHEATHING TOP &BOTTOM SHEATHINGSHOWN) <br /> EDGES. BLOCKING AT ALL PANEL EDGES ®COORDINATE ALL STUD SHEAR CLIP PER SHEARWALL2x_KING STUDWHERE APPLICABLE. SHEAR CLIP PER SHEARWALLIS LSL LOCKING ILS o.c. w/AND PLATE SIZES w/ SCHEDULEJOIST U.N.O. SCHEDULE (�©EDGE NAILING TO HOLDOWN POST(FULL SHEARWALL SCHEDULE (2) 16d NAILS. TOP &HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS )6" WALL SHEATHING GAP (TYP.) . NAILS 16" WALL SHEATHING GAP (TYP.) (2) 16d ®BOT.®STUDS ®i6" ON CENTER A. JOIST 2x_TRIM STUD OR POST <br /> QEDGE NAILING TO POSTS, PANEL EDGE NAILING PER PANEL EDGE NAILING PER PER PLAN z w <br /> ®PRESSURE TREATED SILL PLATE WITH TRIM STUDS, AND KING SHEARWALL SCHEDULE SHEARWALL SCHEDULE 16d NAILS ®8" <br /> EDGE NAILING AND ANCHOR BOLTS PER STUDS SHEARWALL PER PLAN SHEARWALL PER PLAN o/c 0 <br /> �_ n <br /> SHEARWALL SCHEDULE. ®BEARING STUD FOR <br /> ®TOP PLATE SPLICE NAILING TO BE(8) 16d HEADER <br /> SINKERS (MIN). LAP 48" MINIMUM. JOISTS PERPENDICULAR JOISTS PARALLEL z <br /> CENTER SPLICE ON STUD. U <br /> STD. WALL ELEVATION w/o 2 FLOOR FLOOR CONNECTION APPLICABLE FORuj <br /> HEADER CONNECTION m N <br /> RIM SHEARWALLS 1 5 3 AT TOP 1 <br /> 0 0 <br /> 0 <br /> Z 0 <br /> (2) 12d (3) Bd BUILT—UP HEADER TO SOLID ~ rq <br /> 3"-1 I--12"--I COMMON ® COMMON ® SAWN EQUIVALENT 0 <br /> 12" o.c. 12" o.c. HEADER PER SUITABLE 5; C)N <br /> DO <br /> T. PLAN REPLACEMENT <br /> (2)-2x6 HF No.2 4x6 HF No.2 NEW DECK JOISTS(BY OTHERS) //''FLOOR DIAPHRAGM NAILING FLOOR DIAPHRAGM NAILING Q <br /> / INTO NEW FLOOR JOISTS INTO NEW FLOOR JOISTS W Q <br /> BEARING ON EXTERIOR WALL Q <br /> —PLY 2—PLY w/o f/ <br /> 4x <br /> BUILT—UP HEADER PLYWOOD PLYWOOD (2)-2x10 HF No.2 4x10 HF No.2(2)-2x8 HF No.2 8 HF No.2 JOISTS PER PLAN FLOOR DIAPHRAGM EDGE <br /> PER PLAN SPACER SPACER NAILING INTO BLOCKING 0 <br /> 2x—TRIMMER OR J ~ <br /> POST PER PLAN (2)-2x12 HF No.2 4x12 HF No.2 < 0) ~ <br /> (2)12d (3) 8d (3)-2x6 HF No.2 4x8 HF No.2 NEW JOISTS, FULL NEW JOISTS, HOLD Q W <br /> COMMON ® COMMON ® SOLID BLOCKING EACH BEARING ON WALL EXIST. FLOOR JOISTS TIGHT TO EXIST. RIM EXIST. RIM JOIST O� <br /> (3)-2x8 HF No.2 4x10 HF No.2 BAY, NAIL w/(4) 16d w/SOLID BLOCKING JOIST w/SOLID W <br /> EACH SIDE EACH SIDE COMMON EACH SIDE EACH BAY INTERIOR BEARING BLOCKING EACH BAY EXTERIOR BEARING WALL Q LLJ <br /> 3—PLY w 3—PLY w/8d (3)-2x10 HF No.2 412 HF No.2 WALL, SHEATH BOTH (n <br /> 12d COMMON COMMON (3)-2x12 HF No.2 6x12 HF No.2 SIDES w/GYPSUM <br /> NOTE: SOLID SAWN HEADERS MUST NOT BE <br /> BUILT—UP HEADER CONN. REPLACED WITH BUILT—UP MEMBERS. DECK JOIST CONNECTION 6 INTERIOR JOIST BEARING , INTERIOR JOIST BEARING <br /> 4 5 CONNECTION CONNECTION <br /> 9 COVIN <br /> oc 0 <br /> Z <br /> 9 tq <br /> �aNALE1'� <br /> MAR 22,2024 <br /> Drawn By: CHRIS L. <br /> Checked By: CHRIS <br /> CITY OF El.ERE Date: 03-21-2024 <br /> REVi*t�'Lr J FC.R FER.'A1T <br /> SDA JOB N0. <br /> 10012 <br /> STRUCTURAL <br /> SCHEDULES <br /> S- 2. 0 <br />
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