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4803 20th St (2)
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4803 20th St (2)
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Last modified
2/26/2025 9:10:39 AM
Creation date
2/18/2025 3:20:17 PM
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Building Plans
Street #
4803
Location
20th St
Contractor
Gordon Joynt-Owner
Building Plans - Permit #
3848
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ms % <br />1' 4" <br />45 CUT EACH BEAM TO SET ON TOP <br />OF 4X4 POST. STRAP EACH BEAM <br />TO FACE OF POST WITH SIMPSON <br />L6TA21 FLAT STRAPS, FILL NAIL <br />HOLES WITH IODXI 1/2" NAILS <br />ELECTRICAL LEGEND <br />SWITCH <br />WP 110 V <br />WATERPROOF <br />OUTLET <br />TYPE OF LOAD <br />LIGHTING LOAD <br />110 VOLT OUTLETS <br />220 VOLT OUTLETS <br />G.F.I. 110 V <br />GROUND FAULT <br />RECEPTACLE <br />FLUORESCENT <br />FIXTURE <br />110V LIGHT <br />CAN BE CEILING <br />OR WALL (TYP) <br />GENERAL LOADS I <br />100 q FIRST 3000 VA <br />REMAINING 2910 VA X 35 91. <br />foSO SQ FT X 3VA 2010 <br />5 CIRCUITS X 180VA SOO <br />1 CIRCUIT X 3000VA 3000 <br />TOTAL VA 5910 <br />3000 <br />1040 <br />TOTAL VA 4040 <br />TOTAL VA 4040 VA <br />CONVERT VA TO AMPS <br />4040 DIVIDED 5Y 240 VOLTS • 11 AMPS <br />MAXIMUM OVER HANGER 12" <br />WITH EXPOSED RAFTERS WITH <br />NO SOFFIT <br />IX4 02 SPRUCE OR PINE -8 24" OC <br />NAILED TO TOP EACH RAFTER THRU <br />ROOF SHEATHING WITH (2) IOD NAILS <br />-1/16" OSB ROOF SHEATHING NAILED <br />6" OC TO RAFTERS WITH NSD NAILS <br />METAL ROOFING INSTALL PER <br />MANUFACTURE SPECIFICATIONS <br />ELECTRICAL FLAN 1/411 = 11 O11 <br />ELECTRICAL INSTALLED BELOW THE <br />CEILING LINE TO BE INSTALLED IN <br />CONDUIT <br />NO CEILING <br />2X6 "2 PINE RAFTERS A 16" OC <br />DBL 2X4 02 SPRUCE TOP <br />PLATE OF KNEE WALLS <br />12 <br />Q 4 <br />2X6 02 PINE COLLAR TIED &'0" LONG <br />NAILED TO EACH RAFTERS AT EACH <br />END WITH ((o) 16D NAILS <br />SEE FLOOR PLAN FOR KNEE WALL LOCATION <br />WALLS TO EXTEND FROM FLOOR TO BOTTOM <br />OF ROOF SHEATHING AND NAILED 4" OC WITH <br />SD NAILS TO TOP PLATE <br />USE (1) SIMP60N H10A CLIP AT ALL RAFTERS <br />TO WOOD WALLS AND BEAM, FILL NAIL HOLES <br />WITH IODXI 1/2" NAILS <br />V <br />M <br />Z <br />N <br />ryam. <br />r� <br />(M <br />M <br />O <br />f�l <br />Q <br />z <br />LL <br />z- <br />(D <br />U <br />r- <br />H <br />Q <br />W <br />N <br />❑ <br />M <br />❑ <br />W <br />U) <br />LL) <br />Z <br />Q <br />N <br />A <br />1 <br />J <br />`) <br />d <br />CM <br />W <br />m <br />m <br />U <br />oo <br />rn <br />LL <br />L- <br />O <br />2 <br />— <br />N <br />M <br />O <br />t�l <br />Ili <br />Q 't <br />Z <br />z <br />W <br />W <br />u <br />Ul <br />o z <br />LL <br />zz <br />o <br />Z <br />W <br />Z m <br />z <br />UUJ <br />�z <br />J <br />QA <br />z <br />lu <br />r <br />(s)O <br />w <br />d <br />Zz <br />z <br />tu <br />SGL 2X4 "2 SPRUCE BOTTOM DBL 2X12 "2 PINE WITH 1/2" <br />PLATE OF KNEE WALLS PLYWOOD FILLERS BEAMS <br />ABOVE ALL OPENINGS <br />NAIL TOP WALL TO LOWER <br />WALL WITH 16D NAILS 6" OC <br />4X4 PT DBL 2X4 02 SPRUCE TOP O O <br />SHEET EXTERIOR FACE OF WALLS WITH <br />5/8" Tl-I1 PINE SIDING NAILED 3" OC TO PLATE OF LOWER WALLS <br />ALL PLATES AND 6" OC TO VERTICAL <br />STUDS WITH SD NAILS 2X4 02 SPRUCE STUDS SPACED MAXIMUM 16" OC <br />3/4" PLYWOOD NAILED 6" OC WITH SD NAILS <br />NO FINISH ON INTERIOR FACE OF WALLS n O O <br />SGL 2X4 02 SPRUCE BOTTOM PLATE <br />2X4 PT AS SHOWN ON FLOOR FRAMING PLAN l� Q <br />LU O O <br />4 2500 PSI CONCRETE SLAB WITH OF LOWER WALLS. NAIL WALL TO FLOOR 4X6 PT AS SHOWN ON FLOOR FRAMING PLAN --� <br />WIRE MESH OVER CLEAN COMPACT WITH 16D NAILS 6 OC a <br />SOIL <br />lro"X16"X24" DEEP CONCRETE WITH (1) <br />"5 REBAR 12" LONG 4" FROM BOTTOM <br />AND TOP OF PAD THAT EXTENDS THRU <br />POST EACH <br />4X4 POST DETAIL <br />NOTCH 4X6 P.T. 1 1/2" TO EXCEPT 2X4 PT JOIST <br />(13) 36" IN GROUND TIE DOWNS <br />LOCATED ON FLOOR FRAMING <br />PLAN <br />CUT 5UILDING SECTION DETAIL <br />NOT TO SCALE <br />TOTAL AREA <br />(o90 5Q. FT, <br />NOT TO SOLE <br />4NS0*P.E. LION Ii10_ 38654 <br />c-w <br />BOX 1 ; DE )'�FL 33526 <br />STA :. <br />1 HERE IF PAT 11� IF AND SPECIFICATIONS <br />WERE 1�f1=WIK <br />�F' MY DIRECT SUPERVISION FG <br />ARE IN CP 6'GR 16, SECTION 16OS OF THE 0 <br />FLORIDA BYV?-I TH EDITION AND ASCE 1-16 <br />F 2 <br />FOR 139 MPH Lu - CATEGORYI AND THE ENTIRE <br />2020 BUILDING CODE RESIDENTIAL 1 TH EDITION <br />I <br />
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