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HomeMy WebLinkAboutDeck plans-NOT APPROVEDE,4W 4LL PROSY LINE 14" X �" PT Wood Post 2" x 8" PT Support Bolted To Post Using (2) 5/8" SS Thrubolts 2" x 12" Stringers Stair Info. � risers at S Treads a twil, -0 S111'0 ��,�.� • P PAN �.JI1 high ' 7/''�// t PROPERTY LINE 2" 1 x 8" Joists a 36" High 2" dia. handrail attached to wall w/ min. 1 1/2" between 2" x 12" Treads 'O x (o" decking 48 3" ss screws 2 per board i � US28 010 er board � risers at -1.5" high lus2� 7 treads at 11" deep 2" x 12 one on stairs DF.Tl=,IL STAIR DETAIL 4" x 4" PT Wood post Simpson RPBZ Post base EACH SIDE with � 3/8" did. A.B. embedded 2" min. into concrete footing. Use (4) I6d nails into post . existin -4 Islab v � v CONNECTION Scale: 3/4" = 1'-0" PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 7TH Edition and ASCE l-14 for Wind Loading Building Design is: Open Risk Category: II Wind Speed: 140 mph ultimate Mean Roof Height: N/A Roof Pitch: N/A Internal Pressure Coefficient: ±0.18 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: N/A Wind Expposure Classification: B Wind Volocit Pressure = -42.0 paf Shear Walls considered foF Strructure? Yes Continuous Load Path Provided? -Yes Are Components an Cladding Details Provided? Yes Minimum Sal Bearing Pressure:2.500 psi, Presumptive: X Bg Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS. --BOTH: NEITHER: X Braden it Braden AIA, PA Architects — Planners 411 Coconut Avenue Tel ; (112) 281-8258 Fax : (112) 281-8283 Stuart, FL 34994 #AAC000032 2" x 8" Joists Stringer ach side of Scale: 1/4" = 1'—O" deck For: Date Drawn. Drawn Bg: Sheet Comm 2— 5— 21 V o ©. N o P o Mrs. M r. I I r 5. K e 5 S e l Revisions : CheckkJJednBg: I 2 1_ 3 2 Do W aLJa St. Lucie County, Florida OF I E ,4 UU ,4 L L FRO Y LINE �- to I I 4" x 4" FT Wood Fost �W�PHM,� ";ajpa-'�Po�op La ng 2" x 8" FT Support Bolted To Post Using (2) S/8" SS Thrubolts 36" High 2" andrdil ached to wall / 2" x 12" Stringers min. 1 I/ be Stair Info: � risers at �.5" high ` 5 Treads at II" deep FROFERTY LINE 3p" High 2" did. handrail attached to wall w/ min. 1 1/2" between 2" x 12" Treads X 6" decking 48 3" ss screws 2 per board 2" x 8" Joists US28 s 2 er board risers at -I.S" high lus2�4 Itreads at 11" deep " 2" x 12 one on i stairs N a STAIR DETAIL "4" x 4" FT Wood post Simpson Rf'BZ Post base EACH SIDE with -4 3/8" dia. A.B. embedded 2" min. into concrete footing. Use (4) lid nails into post . DET/41L /4T 4"x-4" POST CONNECTICN Scale: 3/4" = 1'-0" PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: ITH Edition and ASCE 1-14 for Wind Loading Budding Design is: Open Risk Category: II Wind Speed: 160 mph ultimate Mean Roof Height: N/A Roof Pitch: N/A Internal Pressure Coefficient: ±0.18 Subjectabilitg to damage from: Weathering. Negligible Termites: Verg Heavu Width of Roof End Zone: N/A Wind Expposure Classification: B Wind Volocitg Pressure = —42.0 psf Shear Walls Considered forte' r�uclure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,5OO psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS: BOTH: NEITHER: X Braden t Braden AIA, FA Architects — Planners 41"1 Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 Stuart, FL 34994 ##AACOOOOa2 2" x 8" Joists Stringer ach side of Scale: 1/-i" = I"—L)" deck For: Date Drawn Drawn By: Sheet Comm # ��// 2-5-21 V . 9. [ 3 [P . . M r. Mrs. K e s se I Revisions : Checked By: T_ 3 2 9.12.9. St. Lucie County, Florida OF I