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STRUCTURAL DESIGN CRITERIA <br />Areas: Live Loads: Dead Loads: <br />Dwelling Floors: 40 P5F 10 P5F <br />Balconies: 60 P5F 10 P5F <br />Guardrails / Handrails: 200 P5F 10 P5F <br />Balusters: 50 P5F 10 P5F <br />Shingle Roof: 20 P5F 10 P5F <br />Built-up Flat Roof: 20 P5F 10 P5F <br />Tile Roof: 25 P5F 15 P5F <br />GENERAL NOTES: <br />1. All work shall conform with the latest adopted edition of the Florida Building Code, <br />Mechanical Code, Plumbing Code, The National Electrical Code and all applicable codes and <br />regulations, local, city, state, federal, safety board of fire underwriters and fire department. <br />2. Workmanship shall be equal to the best trade practices. <br />3. All installations of manufacture's specifications shall be in exact compliance with <br />manufacture's printed Instructions. <br />4. Contractor and / or owner shall verify all existing conditions and dimensions before any <br />phase of construction is to commence. <br />5. Contractor and / or owner shall coordinate all work between site, building electrical, <br />mechanical and plumbing before each phase of construction begins. <br />6. DO NOT SCALE PLANS. <br />COMPONENT AND CLADDING LOADS (psf) <br />EFFECTIVE WIND AREA (square feet) <br />ZONE <br />10 <br />20 <br />50 <br />100 <br />1 <br />+28.5/-3q.3 <br />+26.q/-38.5 <br />+24.1/-51.4 <br />+23.1 /-36.6 <br />2 <br />+28.5/41 A <br />+26.9/46.2 <br />+24.1/-58.6 <br />+23.1/-52.q <br />3 <br />+28.5/41 A <br />+26.q/-66.2 <br />+241/-56.6 <br />+23.1/-52.q <br />4 <br />+42.1 /-44.8 <br />+40.6/-43.3 <br />+38.1/-41.4 <br />+3`13/40.0 <br />5 <br />+42.1 /-52.q <br />+40.6/-50.0 <br />+36.1/-46.2 <br />+37.31-43.3 <br />ZONE 1 = ROOF INTERIOR <br />ZONE 2 = ROOF EDGE STRIP <br />ZONE 3 = ROOF CORNER <br />n <br />dE <br />ZONE 4 = WALL INTERIOR <br />ZONE 5 = WALL CORNER <br />BUILDING DIMENSIONS <br />CONNECTION SCHEDULE <br />Manufacturer <br />Model No. <br />FL Product Approval <br />Location / Use <br />Name <br />SIMPSON <br />"HETA-20" <br /># 11473.5 <br />AT ALL TRUSS / MASONTY WALL CONNECTIONS <br />SIMPSON <br />"MTS-12" <br /># 10456.6 <br />AT ALL RAFTER / FRAMEYNIALL CONNECTIONS <br />SIMPSON <br />"LSTA-36" <br /># 10652.6 <br />EMBEDDED IN BLOCK CELL MORTA <br />TO STRAP DOWN P.T. WOOD BEAMS <br />ON TOP OF GONG. BLOCK COLUMNS <br />SIMPSON <br />11H10" <br /># 10456.3 <br />AT ALL WALL PLATEWRAFTERS <br />SIMPSON <br />"EC4,66" <br /># 10860.3 <br />GAP LUMBER BEAM CORNERS ON P.T. POST <br />SIMPSON <br />"ECCLR" <br /># 134104.3 <br />GAP LUMBER BEAM CORNERS ON P.T. POST <br />SIMPSON <br />"A23" Angle <br /># 10446.1 <br />ANCHOR P.T. WOOD POSTS ON TOP PLYWOOD FLOOR <br />SIMPSON <br />"SP2" <br /># 10456.11 <br />® TOP PLATES <br />SIMPSON <br />105P1" <br /># 10456.11 <br />BOTTOM PLATE <br />SIMPSON <br />"ABA66" <br /># 10860.2 <br />ANCHOR P.T. POSTS ON TOP OF NEW <br />CONCRETE FOOTER SLAB. <br />SIMPSON <br />"HH4" <br /># 10446.41 <br />USE 16d Nails W/ "1-1144" TO ATTACH <br />FLOOR BEAM TO P.T. WOOD POST <br />SIMPSON <br />"HGU548" <br />USE 16d Nails M "HGU548" TO <br /># 10655.4 <br />ATTACH FLOOR BEAM TO FRAME <br />WALL BASE BOARD <br />"HU528" <br />HEAVY DUTY JOIST HANGER -AT ALL <br />SIMPSON <br /># 10655.24 <br />PERPENDICULAR CONTACTS TO SECURE <br />FLOOR JOISTS TO WALL LEDGER BOARD <br />SIMPSON <br />"MBHA3.56/q.25" <br /># 134104.5 <br />AT BEAM/BLOCKWALL CONNECTION <br />Note: <br />1. Any products that are substituted, must meet or exceed products specified. Contractor <br />"must" provide data to building inspector at time of inspection. <br />DESIGN HIND CRITERIA <br />(FBC 201 *16th ED.) <br />BASIC, WIND SPEED (1): <br />150 MPH <br />BUILDIN6 CLASSIFICATION <br />II <br />WIND IMPORTANCE <br />1.0 <br />FACTOR (1): <br />WIND EXPOSURE: <br />C <br />INTERNAL PRESSURE <br />COEFFICIENT (6Gpl) <br />DESIGN WIND PRESSURE FOR <br />EXTERIOR COMPONENT 8 CLADDING <br />MATERIALS: <br />TA8.6 - 35 ASCE 1-02 <br />DOORS <br />41.75 P5F <br />WINDOWS <br />4q.25 PSF <br />NOTE: THIS BUILDING HAS BEEN DESIGNED TO RESIST <br />WIND INDUCED SHEAR AND UPLIFT FORGES, AS <br />SPECIFIED TO COMPLY WITH THE FLORIDA BUILDING <br />CODE, 2017 RESIDENTIAL 6th EDITION, SECTION <br />R 301.2.0) WITH A 3 SECOND WIND 6UST <br />ROOF SHEATHIN6 FASTENING SCHEDULE <br />6'-0" STRIP <br />8d RING -SHANK NAILS AT 6" O.G. <br />AROUND <br />AT E06ES AND <br />PERIMETER <br />INTERMEDIATE SUPPORTS. <br />INTERIOR <br />8d NAILS AT 6" O.G. AT EDGES AND <br />INTERMEDIATE SUPPORTS, <br />LU <br />111 <br />V <br />O <br />.J <br />_ <br />w <br />to <br />z <br />w <br />V <br />� <br />nv <br />�A <br />lri <br />m <br />O3:-' <br />t, I WE <br />JL <br />�QpJ <br />< <br />. <br />� <br /><v <br />w_ <br />n- <br />�Ul <br />w° <br />tu <br />Q/ <br />m <br />O Z <br />zQ <br />m <br />w� <br />WE <br />IL <br />OV <br />a <br />IL <br />O t!� <br />z <br />OL <br />CL <br />vU- <br />�J <br />LL <br />H 0- <br />�N <br />(3214 <br />V <br />Cn <br />ui � <br />z <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />AND SUPERVISED THE ATTACHED DESIGN <br />AND FOUND IT TO BE IN COMPLIANCE WITH <br />CHAPTER 3, SECTION R301.2.1 OF THE <br />2017 F.B.G. R 51DEN 6TH EDITION <br />USQ/k--, <br />II)'f OV <br />RIGHARD G.MARCEAU, P.E.(#64466) <br />50NEY FM LLC, GA # q-146 <br />GORY LAKE PROFESSIONAL CENTER <br />1032q CROSS CREEK BLVD., SUITE P�� <br />TAMPA, FL 55641 Ph: 813-2q3-1868 <br />