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2039 N Victoria Drive #2 - Plan
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2039 N Victoria Drive #2 - Plan
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6/15/2025 12:29:09 PM
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6/15/2025 12:29:02 PM
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101122463
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2039 N Victoria Dr Unit# 2
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1 2 <br />4 5 6 <br />3 <br />7 8 9 STRUCTURAL <br />DETAILS <br />NEW DETACHED ADU <br />2039 N VICTORIA DR UNIT #2 <br />SANTA ANA, CA, 92706 <br />24-1055 <br />9/13/2024 <br />NTS <br />S104 <br />Jeffrey Schaefer, P.E. <br />(562) 850-1223 <br />License Number - C91734 <br />Expiration Date - Dec 31, 2026 <br />3325 E 4th St. <br />Long Beach, CA 90814 <br />ROOF SHEAR TRANSFER <br />2x Fascia (fire treated <br />where 1-hr rated) <br />Edge Nailing (E.N.) per plan <br />2x Blocking <br />Attach 2x roof blocking to top plate <br />using Simpson A35 shear clips installed <br />at 30" o.c. with 3"-6" nails <br />Attach rafter to wall top plate <br />using Simpson H2.5A Tie <br />(7) 16d nails <br />2X6 #2 CJ @ 16" O.C. <br />8D Edge Nailing @ 6" O.C. <br />7/16" WSP Shear Wall <br />where applicable <br />2X6 #2 RR @ <br />16" O.C. <br />Metal drip edge Mineral fiber insulation R-30 <br />1 <br />2" Drywall <br />#2 2x6 Double Top Plate <br />#2 2x6 Studs @ 16" O.C. with Mineral <br />Fiber insulation R-21 in cavity with R-5 <br />rigid insulation at exterior face <br />1 <br />2" Drywall <br />#2 Layer type "D" paper & stucco wire <br />7 <br />8" Stucco <br />18" <br />7/16" Plywood CDX w/ 8D @ 6,6,12" O.C. <br />#15 or 30 Felt <br />Asphalt Shingles Class "A" <br />ROOF SHEAR TRANSFER <br />2x Fascia (fire treated <br />where 1-hr rated) <br />Edge Nailing (E.N.) per plan <br />2x Blocking <br />Attach rafter to wall top plate <br />using Simpson H2.5A Tie <br />7/16" WSP Shear Wall <br />where applicable <br />2X10 #2 RR <br />@ 24" O.C. <br />Metal drip edge <br />Mineral fiber insulation R-30 <br />(Min 1" air gap between <br />sheathing and insulation) <br />1x6 T&G Pine <br />ceiling planks <br />1 <br />2" Drywall <br />18" <br />#15 or 30 Felt <br />Asphalt Shingles Class "A" <br />Rafter tail trimmed <br />to resemble 2x6 <br />#2 2x6 Double Top Plate <br />#2 2x6 Studs @ 16" O.C. with Mineral <br />Fiber insulation R-21 in cavity with R-5 <br />rigid insulation at exterior face <br />ROOF GABLE SHEAR TRANSFER <br />2X10 #2 RR @ 16" O.C. <br />2x Blocking <br />E.N. <br />2x6 Continuous <br />outrigger every 24" <br />7/16" Plywood CDX w/ 8D <br />@ 6,6,12" O.C. <br />E.N. <br />2x Fascia (fire treated <br />where 1-hr rated) <br />Cripple Studs to match wall below <br />7/16" WSP Shear Wall <br />where applicable <br />#2 2x6 Double Top Plate <br />Attach 2x roof blocking to top plate using <br />Simpson A35 shear clips installed at 32" o.c. <br />(2) 2x6 blocking between <br />outriggers over top plate <br />2x4 lateral bracing @ 24" o.c. <br />1 <br />2" Drywall <br />(5) 16d nails <br />(5) 16d nails <br />1 <br />2" Drywall <br />Mineral fiber insulation R-30 <br />18" <br />#2 Layer type "D" paper & stucco wire <br />7 <br />8" Stucco 2X6 #2 CJ @ 16" O.C. <br />#2 2x6 Studs @ 16" O.C. with Mineral <br />Fiber insulation R-21 in cavity with R-5 <br />rigid insulation at exterior face <br />ROOF GABLE SHEAR TRANSFER <br />2X10 #2 RR @ 24" O.C. <br />2x8 Blocking @ 24" o.c where <br />decorative beam occurs <br />E.N. <br />2x6 Continuous <br />outrigger every 24" <br />7/16" Plywood CDX w/ 8D <br />@ 6,6,12" O.C. <br />E.N. <br />2x Fascia <br />7/16" WSP Shear Wall <br />where applicable <br />#2 2x6 Double Top Plate <br />Attach 2x roof blocking to top plate using <br />Simpson A35 shear clips installed at 32" o.c. <br />(2) 2x6 blocking between <br />outriggers over top plate <br />1 <br />2" Drywall <br />Mineral fiber insulation R-30 <br />(Min 1" air gap between <br />sheathing and insulation) <br />12" <br />#2 Layer type "D" paper & stucco wire <br />7 <br />8" Stucco <br />4x6 Decorative roof beam <br />exposed. Attach beam to <br />blocking using Simpson <br />A34 clips <br />#2 2x6 Studs @ 16" O.C. with Mineral <br />Fiber insulation R-21 in cavity with R-5 <br />rigid insulation at exterior face <br />ROOF RIDGE TO RAFTER CONNECTION <br />2x8 ridge board to serve as a nailing <br />plate for rafters and provide uniform <br />bearing of rafters <br />2X6 #2 RR @ 16" O.C. <br />Attach rafters to ridge board using Simpson <br />Strong Tie angled rafter hangers <br />Tie rafters using Simpson Strong Tie <br />ST 2115 strap w/10-16d @ 48" O.C. <br />5 <br />12 <br />Asphalt Shingles Class "A" <br />#15 or 30 felt <br />7/16" Plywood CDX w/ 8D @ 6,6,12" O.C <br />ROOF RIDGE BEAM <br />(N) 2x10 Roof rafter @ 24" o.c. <br />Attach blocking to ridge beam using <br />Simpson A35 clip every 30" o.c. <br />5.25"x18" 2.2E PSL <br />Ridge beam <br />Attach roof rafters to ridge beam using <br />angled Simpson joist hangers <br />7/16" Roof sheathing with w/ <br />8D nailing @ 6,6,12" O.C. <br />(N) 2x4 Blocking between roof rafters, <br />leave 1" for ventilation air gap <br />Roof ridge vent where occurs. <br />Simpson concealed <br />joist tie (CJT3Z) <br />Mineral fiber insulation R-30 <br />(Min 1" air gap between <br />sheathing and insulation) <br />4x6 Decorative roof beam exposed <br />7/16" Roof Sheathing <br />B.N. Typ 2x Flat continuous with 16d @ 6" o.c. <br />7/16" Roof Sheathing <br />2x6/2x10 Roof Rafter <br />2x Solid Blocking <br />2x6 Roof Rafters w/ Simpson A35 ea. <br />side connecting to 2x flat board <br />ROOF OVERLAY FRAMING <br />6x6 column post <br />2x6 post nailed to 4x6 <br />column post using 6d <br />nails every 6" o.c. <br />5-1/4"x18" 2.2E PSL Ridge Beam <br />Simpson Strong Tie column <br />cap (ECCU64) <br />Simpson strong tie column <br />caps (ECCU66) <br />5-1/4x11-7/8 2.2E PSL <br />door/window Header <br />Simpson A35 clip on each <br />side of 6x6 post <br />RIDGE BEAM OVER WINDOW HEADER <br />Simpson HTP37Z tie on each <br />side of 6x6 post <br />4x6 header post <br />BEAM TO POST CONNECTION (TYP END) <br />4X6 Stud column (match beam width) <br />for beam to bear directly atop. <br />Attach beams and column using Simpson <br />column cap (ECCU64 to match beam width). <br />5-1/4"x18" 2.2E PSL Ridge Beam <br />Eaves and soffits shall be non-combustible, <br />ignition-resistant or have a layer of 5/8” <br />Type X fiber cement board sheathing on <br />south and east side (<5-ft PL) <br />Eaves and soffits shall be <br />non-combustible, ignition-resistant or <br />have a layer of 5/8” Type X fiber cement <br />board sheathing on south side (<5-ft PL) <br />Attach 2x roof blocking to top plate <br />using Simpson A35 shear clips installed <br />at 30" o.c. with 3"-6" nails <br />8D Edge Nailing @ 6" O.C. <br />7/16" Plywood CDX w/ 8D @ 6,6,12" O.C. <br />Eaves and soffits shall be <br />non-combustible, ignition-resistant or have <br />a layer of 5/8” Type X fiber cement board <br />sheathing on east side (<5-ft PL) <br />2039 N Victoria Drive <br />#24/28/2025
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