Laserfiche WebLink
1 2 <br />4 5 6 <br />3 <br />7 8 STRUCTURAL <br />DETAILS <br />NEW COVERED PATIO <br />2039 N VICTORIA DR <br />SANTA ANA, CA, 92706 <br />24-1055 <br />9/13/2024 <br />NTS <br />S102 <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 RIDGE BEAM <br />(N) 2x6 Roof rafter @ 24" o.c. <br />Attach blocking to ridge beam using <br />Simpson A35 clip every 30" o.c. <br />5.25"x16" 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 />ROOF EAVE BEAM <br />2x Fascia <br />(N) 3.5"X9.25" 2.2E <br />PSL Eave beam. <br />2x Blocking <br />Attach 2x roof blocking to eave beam using <br />Simpson A35 shear clips installed at 30" o.c. <br />Attach rafter to eave beam <br />using Simpson H2.5A Tie <br />Edge Nailing per plan <br />2X6 Patio roof rafter @ 24" o.c. <br />Use DF No.2 <br />Rafter tail trimmed <br />to resemble 2x4 <br />ROOF RIDGE BEAM TO KING POST BEAM <br />(N) 5.25" X 16" 2.2E <br />PSL Roof ridge beam. <br />Attach roof rafters using Simpson H2.5A <br />(N) 3.5" X 14" 2.2E PSL <br />King post beam. <br />(N) Simpson ECCU46 bracket <br />(N) 4x6 post <br />(N) Inverted Simpson CCU44 bracket <br />2X6 #2 RR @ 24" O.C. <br />7/16" Plywood CDX w/ 8D <br />@ 6,6,12" O.C <br />HSS4X4X0.25 steel post <br />3.5"x14" 2.2E PSL King <br />Post Beam3.5"x9.25" 2.2E PSL <br />Eave Beam <br />Attach PSL beam using Simpson <br />ECCLLQ / ECCLRQ column cap <br />BEAM TO POST CONNECTION (TYP CORNER)BEAM TO POST CONNECTION (TYP MID) <br />Attach beams and column using <br />Simpson column cap (CC44). <br />HSS4X4X0.25 steel post <br />3.5"x9.25" 2.2E PSL <br />Eave Beam <br />ROOF RIDGE BEAM TO PERIMETER WALL <br />(N) 5.25" X 16" 2.2E <br />PSL Roof ridge beam. <br />Attach roof rafters using Simpson H2.5A <br />(N) 3.5" X 9.25" 2.2E PSL beam (header) <br />spanning entire wall width above top plate <br />(N) Simpson ECCU46 bracket <br />2X6 #2 RR @ 24" O.C. <br />7/16" Plywood CDX w/ 8D <br />@ 6,6,12" O.C <br />Over framing onto <br />existing roof <br />Existing roof rafters <br />Pine T&G ceiling planks <br />Pine T&G ceiling planks (N) Simpson LTP4 plate every 30" o.c. <br />24" <br />HSS4X4X0.25 steel post <br />2) #5 rebar at top and bottom <br />10x10x1/4" Base Plate <br />welded to column in shop <br />30 <br />" <br />3" <br />Weld bracket to post <br />Weld bracket to post <br />18 <br />" <br />4" concrete slab using <br />min 2,500 psi concrete <br />#4 rebar @ 16" o.c. each way <br />throughout slab <br />Bend (2) reinforcing and extend into post <br />footing for min 12" depth <br />POST TO FOOTING CONNECTION (TYP)PATIO SLAB ON GRADE <br />4" concrete slab using min 2,500 psi <br />concrete <br />#4 rebar @ 16" o.c. each way <br />throughout slab <br />#4 vertical reinforcement every 24" o.c. Bend <br />reinforcing and extend into slab min 24" <br />#4 rebar at bot and top of <br />thickened edge with 3" <br />clear cover <br />12" <br />12 <br />" <br />Thicken perimeter edge to <br />depth of 12" for 12" width <br />2039 N Victoria Dr - REV <br />24/22/2025