1672 Atlantic Beach Dr RESA22-0004 2 of 2 new bedroom, bathroom permitPROJECTLOCATION±Florida Building Code 2020, American Concrete Institute,American Institute of Timber Construction.Roof: 20 psfSoil under slab on grade and foundation shall be compacted to 95% modifiedproctor max. dry density (ASTM D-1557). Contractor shall submit density testreport to Owner or Engineer. Concrete (normal weight- 28 days) 3000 psi Reinforcing bar ASTM A615 Welded Wire Fabric ASTM A185 Anchor Bolts ASTM A36 Welds AWS E70 or E60 Wood Members for beams & Posts (#2 SYP) Wood Members for studs (#2 SYP or better) Microllam 1.9ECodes: Florida Building Code 2020 and ASCE-7-16Ultimate Design Wind Speed: 130 mphWind Importance Factor: I = 1.0 Building Category: IIWind Exposure: CEnclosure: Enclosed BuildingInternal Pressure Coefficient GCpi = +.18 or -.18Wind Pressure to Components/ Claddings (Mean Roof Height 25') End Zone = 8' Zone Effective wind area(sf) Wind loads(psf) Positive Suction Interior 10 +41.0 -44.5 20 +39.1 -42.6 50 +36.7 -40.2 100 +34.9 -38.3 End Zone 10 +41.0 -54.9 20 +39.1 -51.3 50 +36.7 -46.3 100 +34.9 -42.6NOTE: AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 All concrete to be designed as per ACI 318 Latest Edition. Footings 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shown on drawings, minimum conc. cover for reinforcing: Cast against earth 3" Slab on grade Centered Exposed to earth or weather #6 thru #11 bars 2" #5 bars & smaller 1 1/2" All reinforcingshall be held securely in position with standard accessories in accordance with ACI 315 during placement of concrete.All wood framing shall be fabricated and installed as per AITC & TPI & National Design Specification for Wood Construction.Provide temporary top chord bracing until roof sheathing is in place.All wood members exposed to weather shall be pressure treated.Pre-engineered wood trusses shall comply with Truss Plat Institute Standard with proper dead, live and wind loads. Drawings shall be signed and sealed by professional engineer registered in the State of Florida.Provide hurricane clips at both ends of each rafter and truss.The number and size of nails connecting to wood members shall not be less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule.2500 psf (Assumed)a1Calder Home
LE
LEE J. ENGINEERING, INC.
JAE Y. LEE P.E.
10381 Cypress Lakes Drive,
Jacksonville, FL 32256
Ph 904-519-1934
Cell 904-234-3518
1261 MAYPORT ROAD
Jacksonville Beach, FL 32233
(904) 242-8800
BEN BROADFOOT DESIGN
a2Calder Home
LE
LEE J. ENGINEERING, INC.
JAE Y. LEE P.E.
10381 Cypress Lakes Drive,
Jacksonville, FL 32256
Ph 904-519-1934
Cell 904-234-3518
1261 MAYPORT ROAD
Jacksonville Beach, FL 32233
(904) 242-8800
BEN BROADFOOT DESIGN
a3Calder Home
LE
LEE J. ENGINEERING, INC.
JAE Y. LEE P.E.
10381 Cypress Lakes Drive,
Jacksonville, FL 32256
Ph 904-519-1934
Cell 904-234-3518
1261 MAYPORT ROAD
Jacksonville Beach, FL 32233
(904) 242-8800
BEN BROADFOOT DESIGN
a4Calder Home
LE
LEE J. ENGINEERING, INC.
JAE Y. LEE P.E.
10381 Cypress Lakes Drive,
Jacksonville, FL 32256
Ph 904-519-1934
Cell 904-234-3518
1261 MAYPORT ROAD
Jacksonville Beach, FL 32233
(904) 242-8800
BEN BROADFOOT DESIGN
a5LE
LEE J. ENGINEERING, INC.
JAE Y. LEE P.E.
10381 Cypress Lakes Drive,
Jacksonville, FL 32256
Ph 904-519-1934
Cell 904-234-3518
1261 MAYPORT ROAD
Jacksonville Beach, FL 32233
(904) 242-8800
BEN BROADFOOT DESIGNCalder Home