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SOUTH ELEVATION 1/411 = 11 OII <br />NORTH ELEVATION 1/411 _ 11 011 <br />GENERAL NOTES: <br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE <br />1TH EDITION AND THE 2020 FLORIDA BUILDING CODE - RESIDENTIAL 1TH EDITION, <br />NON HABITABLE BUILDING <br />T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING <br />COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. <br />THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE <br />FOLLOWING SUPERIMPOSED LOADS: <br />FLOOR: <br />LIVE LOAD - 50 P.S.F. <br />DEAD LOAD - 10 P.S.F. <br />ROOF: <br />LIVE LOAD - 20 P.S.F. <br />DEAD LOAD - 10 P.S.F. <br />WIND: <br />BUILDING IS DESIGNED TO CONFORM TO ASCE 1-16, CHAPTERS 26 THRU 31: PER 2020 FLORIDA <br />BUILDING CODE, RESIDENTIAL 1TH EDITION- SECTION R301.2.1.1. AND 2020 FLORIDA BUILDING CODE <br />1TH EDITION SECTION 1609 <br />WIND DESIGN ASSUMPTIONS: <br />BUILDING EXPOSURE - B <br />BUILDING RISK CATEGORY - II <br />MEAN ROOF HEIGHT 30' OR LESS <br />HEIGHT t EXPOSURE ADJUSTMENT <br />COEFFICIENT • 1.0 <br />ENCLOSED BUILDING <br />INTERNAL PRESSURE COEFFICIENT . +/- 0,15 <br />WIND SPEED SHOWN AT THE BOTTOM RIGHT <br />CORNER OF THIS SHEET <br />ALL STRUCTURAL ELEMENTS, EXTERIOR <br />WALLS AND INTERIOR WALLS SHALL BE <br />TYPE V CONSTRUCTION PER FBC 602.5 <br />COMPONENT ! CLADDING WIND LOADS <br />ALL OTHER <br />BUILDING <br />ROOF OVERHANG <br />COMPONENT <br />ZONE <br />LOADS <br />LOADS <br />1 <br />N/A <br />+32.3/-35.3 <br />2 <br />-65.1 <br />+32.3/-56.2 <br />3 <br />-110.6 <br />+32.3/-89.0 <br />4 <br />N/A <br />+35.3/-38.2 <br />5 <br />N/A <br />+35.3/-41.2 <br />SOIL BEARINGS E COMPACTION: <br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P,S.F. <br />(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL <br />ON THE SITE IS PROPERLY PREPARED ! COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. <br />FOUNDATION LOADING. <br />T.L. HANSON; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL <br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE <br />NOR PERFORMING ANY SOIL TESTING. <br />T.L. HAN50N SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT <br />THE BUILDING LOADS. <br />PRODUCT CATEGORY <br />APPROVED PRODUCT LIST <br />SUB CATEGORY MANUFACTURER <br />STATE OF FL. <br />APPROVAL " <br />STRUCTURAL COMPONET <br />LSTA21 <br />SIMPSON <br />FL 13813 <br />STRUCTURAL COMPONET <br />HUC410 <br />SIMPSON <br />FL 10531 <br />STRUCTURAL COMPONET <br />HIOA <br />SIMPSON <br />FL 10446 <br />ROOFING <br />29 GA MASTER RIB <br />UNION CORRIGATED INC) <br />FL 1211.10 <br />OVER 15/32' PLYWOOD <br />EXTERIOR DOORS <br />SINGLE SWINGING <br />PLANT PRO <br />FL 15221.1 <br />WALL SIDING/ SHEATHING EXTERIOR PL4X8 SD PINE N / A <br />X8 SIDING <br />10O" TOP OF PLATE_ - <br />0' 0" FINISH FLOOR <br />Q O <br />4oujo <br />LL ~ 11 <br />--Qooz <br />F ♦- _ <br />-1 <br />Q <br />< <br />v r I— <br />pff <br />= Z � J LL <br />+ Y Q w 0 <br />EAST ELEVATION 1/411 = 11 OII <br />WEST ELEVATION 1/411 _ 11 011 <br />30 , 0" <br />USE (1) SIMPSON HIOA CLIP AT ALL RAFTERS <br />TO WOOD WALLS AND BEAM, FILL NAIL HOLES <br />WITH IODXI 1/2" NAILS <br />2X6 02 PINE RAFTERS 6 1611 OG <br />— <br />II II II II II <br />II2X6 02 PINE COLLAR TIED 8'O" LONG <br />NAILED TO EACH RAFTERS AT EACH <br />END WITH (6) 16D NAILS <br />Im <br />IA <br />I11 <br />IAl <br />nl <br />IMI <br />IAI <br />Iql <br />Jill <br />pl <br />Iql <br />pl <br />Iql <br />Iql <br />Iql <br />Iql <br />Iql <br />Iql <br />2X(o <br />02 <br />PINE <br />RAFTERS <br />15) <br />1611 <br />OC <br />q <br />111 <br />Ipl <br />Iql <br />Iqi <br />18l O" <br />12' 0° <br />30l 0" <br />RAFTER FRAMING PLAN 1/411 w 11 011 <br />MAXIMUM OVER HANGER 12" <br />WITH EXPOSED RAFTERS WITH <br />NO SOFFIT <br />TI-II PINE SIDING <br />In KID <br />��7rLLZQ <br />(LzT)OU3 <br />O <br />LL <br />4olpw�0 N <br />w�gQ4�7 <br />uOwlExo <br />1a <br />XOIaL�U� r <br />rA�O(�iJad J <br />q 13 z <br />ff.0 z 0 o <br />THIS 2X4 WALL g 5'6" TALL WITH 4'6" TALL <br />KNEE WALL BUILT ON TO TOP TO EXTEND <br />TO 10 0 ABOVE F.F. <br />ALL 4X4 PT POST SHOWN ARE TO SET TO FACE <br />OF INTERIOR WALLS FROM FLOOR TO TOP OF WALL. <br />F h <br />INSTALL (2) STUDS IN WALL AT THE LOCATIONS AND <br />Q Q O <br />v <br />4THOSE <br />TOE NAIL TO <br />° <br />-4OC <br />Q <br />AT EACHS SIDE OF POST. THESE ARE ADDED FOR <br />KNEE <br />In <br />q O w <br />q o <br />~ <br />ADDITIONAL WIND SUPPORT DUE TO JOINTS OF <br />��z0 <br />IL <br />p Z <br />WALLS <br />- LL . 1 U <br />Ln <br />Q1 <br />� aG,Q~ <br />m u= <br />I <br />q � 7 <br />OON <br />aJ 1QN <br />.4 4 f- LL <br />�.JQ <br />.4 l- LL <br />ZIuO <br />ENCLOSED <br />THISWALL2BUIL TON �OP <br />STORAGE AREA <br />TO TO EXTENDS O <br />* 4 0 LLO <br />Y q N O <br />BOTTOM OF RAFTERS <br />WOOD FLOOR <br />— — — — — — — — — — — <br />RIDGE LINE <br />u <br />oil <br />n <br />1 <br />II <br />le <br />2X4 WOOD FRAME SITE BUILT BARN <br />DOORS WITH 5/8" TI-11 PINE SIDING ON <br />p <br />_ L <br />= F <br />EXTERIOR FACE NAILED 4" OC TO ALL <br />EACHIA <br />ie <br />P 4 p <br />_ z <br />NO FINISH ON INTERIOR OF WALLS d O <br />IU <br />z <br />FRAMING. EACH DOOR TO HAVE 4 <br />4" HINGES SCREWED TO FACE OF DOOR i1 <br />_ <br />Q 0.0 0 <br />Q In <br />1 O <br />Ill <br />AND WALL WITH "SXI 1/2 SCREWS <br />q <br />pI <br />0O%z <br />H <br />%z <br />�0001- <br />° <br />OPEN <br />a <br />5 a <br />STORAGE AREA <br />A <br />Q0 N <br />4 p N <br />CONCRETE SLAB I" <br />a <br />Q LL <br />v q 1 O <br />r- <br />BELOW SHED FLOOR <br />p <br />N 411 0. ly_ <br />uz1 <br />o <br />N W n (L (K <br />(2) PLY 2XI2 02 PINE WITH 1/2" <br />it <br />= 1 u <br />z z -1 LL <br />PLYWOOD FILLERS AT EACH <br />q <br />; <br />LOCATIONL <br />Ili <br />� <br />fY1 <br />i <br />h <br />3iOlIX6iall <br />__ <br />-- ------- <br />27 ' 4I' <br />SECURE BEAM TO FACE OF WALL AT <br />EACH LOCATION WITH SIMPSON HUC410 <br />CONCEALED FLANGE HANGER, FILL NAIL <br />THIS 2X4 WALL <br />o 8'0" TALL WITH 2'0" TALL <br />HOLES WITH IODXI 1/2" NAILS <br />KNEE WALL BUILT <br />ON TO TOP TO EXTEND <br />TO 1&0" ABOVE <br />F.F. <br />9l OII <br />s. OII <br />12' 0" <br />30,0 <br />STORAGE SHED FLOOR PLAN 1/411 = 11 011 <br />NON HABITABLE BUILDING <br />0 <br />N <br />0 <br />N <br />4X4 PT POST EMBED IN 16"XI6"X24" DEEP <br />CONCRETE. POST TO EXTEND TO BOTTOM <br />OF 45 CUT BEAMS TO SET ON TOP OF 4X4 <br />POST, STRAP EACH BEAM TO FACE OF <br />POST WITH SIMPSON L5TA21 FLAT STRAPS, <br />FILL NAIL HOLES WITH IODXI 1/2" NAILS <br />ALL WORK $HALL COMPLY <br />COD:ODES FLORIDA BUILDING WITH PREVAILING <br />vAT10NAL ELECTRIC CODE, <br />AND THE CITY OF ZEPHYRHILLS <br />ORDINANCES <br />(9) 36" IN GROUND TIE DOWNS <br />EMBED IN 16"XI6"X24" DEEP CONCRETE <br />:BAR 12" LONG 4" FROM BOTTOM AND TOP <br />1 EXTENDS THRU POST EACH . POST TO <br />IOTTOM OF 45 CUT BEAMS TO SET ON TOP <br />STRAP EACH BEAM TO rACE OF POST <br />4 LSTA21 FLAT STRAPS, FILL NAIL HOLES <br />1" NAILS <br />FLOOR FRAMING 4 FOUNDATION PLAN 1/411 � 11 011 <br />m <br />m � <br />VANSON f E. LICENPFC. 38654 <br />.BOX 1T28.Vg ®I®:%P, 33526 <br />WERE;4.00 I HERBY IF"Y TTIAT TN �F3� ND SPECIFICATIONS <br />:4 apt Y DIRECT SUPERVISION <br />ARE IN COM ® tOW` t* 16, SECTION 1609 OF THE <br />FLORIDA BUIL H EDITION AND ASCE 1-16 <br />FOR 139 MPH WIN© CATEGORY I AND 1HE ENTIRE <br />2020 BUILDING CODE RESIDENTIAL -1 TN EDITION <br />E <br />Z <br />Q <br />J I` <br />� O <br />M <br />N <br />N <br />LO <br />co <br />W <br />�0 <br />LL <br />LL <br />> O <br />N <br />00 <br />M <br />r <br />O <br />cn <br />Ili <br />(n <br />ul <br />0 <br />m <br />(`Z <br />j) <br />w <br />u1 <br />0 <br />W <br />`` LL z <br />cn <br />cf7 <br />z - <br />13 <br />Z� <br />`1 <br />� <br />U <br />(L W <br />l <br />Qd <br />zZ <br />lu <br />o <br />W <br />N <br />4 <br />z� <br />�7 <br />O <br />W <br />U <br />c(1 <br />c(1 <br />l (1 <br />I <br />CV <br />cv <br />Q <br />mz <br />1J-t <br />Q <br />OIL <br />Z <br />Q�Kmr <br />Z <br />N <br />TOTAL AREA <br />90 SQ , FT. <br />PCB <br />1 Of= 2 <br />