Loading...
HomeMy WebLinkAbout4803 20th St (2)SOUTH ELEVATION 1/411 = 11 OII NORTH ELEVATION 1/411 _ 11 011 GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE 1TH EDITION AND THE 2020 FLORIDA BUILDING CODE - RESIDENTIAL 1TH EDITION, NON HABITABLE BUILDING T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: FLOOR: LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P.S.F. ROOF: LIVE LOAD - 20 P.S.F. DEAD LOAD - 10 P.S.F. WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE 1-16, CHAPTERS 26 THRU 31: PER 2020 FLORIDA BUILDING CODE, RESIDENTIAL 1TH EDITION- SECTION R301.2.1.1. AND 2020 FLORIDA BUILDING CODE 1TH EDITION SECTION 1609 WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT • 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT . +/- 0,15 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 COMPONENT ! CLADDING WIND LOADS ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS 1 N/A +32.3/-35.3 2 -65.1 +32.3/-56.2 3 -110.6 +32.3/-89.0 4 N/A +35.3/-38.2 5 N/A +35.3/-41.2 SOIL BEARINGS E COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P,S.F. (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED ! COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. T.L. HANSON; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING. T.L. HAN50N SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS. PRODUCT CATEGORY APPROVED PRODUCT LIST SUB CATEGORY MANUFACTURER STATE OF FL. APPROVAL " STRUCTURAL COMPONET LSTA21 SIMPSON FL 13813 STRUCTURAL COMPONET HUC410 SIMPSON FL 10531 STRUCTURAL COMPONET HIOA SIMPSON FL 10446 ROOFING 29 GA MASTER RIB UNION CORRIGATED INC) FL 1211.10 OVER 15/32' PLYWOOD EXTERIOR DOORS SINGLE SWINGING PLANT PRO FL 15221.1 WALL SIDING/ SHEATHING EXTERIOR PL4X8 SD PINE N / A X8 SIDING 10O" TOP OF PLATE_ - 0' 0" FINISH FLOOR Q O 4oujo LL ~ 11 --Qooz F ♦- _ -1 Q < v r I— pff = Z � J LL + Y Q w 0 EAST ELEVATION 1/411 = 11 OII WEST ELEVATION 1/411 _ 11 011 30 , 0" USE (1) SIMPSON HIOA CLIP AT ALL RAFTERS TO WOOD WALLS AND BEAM, FILL NAIL HOLES WITH IODXI 1/2" NAILS 2X6 02 PINE RAFTERS 6 1611 OG — II II II II II II2X6 02 PINE COLLAR TIED 8'O" LONG NAILED TO EACH RAFTERS AT EACH END WITH (6) 16D NAILS Im IA I11 IAl nl IMI IAI Iql Jill pl Iql pl Iql Iql Iql Iql Iql Iql 2X(o 02 PINE RAFTERS 15) 1611 OC q 111 Ipl Iql Iqi 18l O" 12' 0° 30l 0" RAFTER FRAMING PLAN 1/411 w 11 011 MAXIMUM OVER HANGER 12" WITH EXPOSED RAFTERS WITH NO SOFFIT TI-II PINE SIDING In KID ��7rLLZQ (LzT)OU3 O LL 4olpw�0 N w�gQ4�7 uOwlExo 1a XOIaL�U� r rA�O(�iJad J q 13 z ff.0 z 0 o THIS 2X4 WALL g 5'6" TALL WITH 4'6" TALL KNEE WALL BUILT ON TO TOP TO EXTEND TO 10 0 ABOVE F.F. ALL 4X4 PT POST SHOWN ARE TO SET TO FACE OF INTERIOR WALLS FROM FLOOR TO TOP OF WALL. F h INSTALL (2) STUDS IN WALL AT THE LOCATIONS AND Q Q O v 4THOSE TOE NAIL TO ° -4OC Q AT EACHS SIDE OF POST. THESE ARE ADDED FOR KNEE In q O w q o ~ ADDITIONAL WIND SUPPORT DUE TO JOINTS OF ��z0 IL p Z WALLS - LL . 1 U Ln Q1 � aG,Q~ m u= I q � 7 OON aJ 1QN .4 4 f- LL �.JQ .4 l- LL ZIuO ENCLOSED THISWALL2BUIL TON �OP STORAGE AREA TO TO EXTENDS O * 4 0 LLO Y q N O BOTTOM OF RAFTERS WOOD FLOOR — — — — — — — — — — — RIDGE LINE u oil n 1 II le 2X4 WOOD FRAME SITE BUILT BARN DOORS WITH 5/8" TI-11 PINE SIDING ON p _ L = F EXTERIOR FACE NAILED 4" OC TO ALL EACHIA ie P 4 p _ z NO FINISH ON INTERIOR OF WALLS d O IU z FRAMING. EACH DOOR TO HAVE 4 4" HINGES SCREWED TO FACE OF DOOR i1 _ Q 0.0 0 Q In 1 O Ill AND WALL WITH "SXI 1/2 SCREWS q pI 0O%z H %z �0001- ° OPEN a 5 a STORAGE AREA A Q0 N 4 p N CONCRETE SLAB I" a Q LL v q 1 O r- BELOW SHED FLOOR p N 411 0. ly_ uz1 o N W n (L (K (2) PLY 2XI2 02 PINE WITH 1/2" it = 1 u z z -1 LL PLYWOOD FILLERS AT EACH q ; LOCATIONL Ili � fY1 i h 3iOlIX6iall __ -- ------- 27 ' 4I' SECURE BEAM TO FACE OF WALL AT EACH LOCATION WITH SIMPSON HUC410 CONCEALED FLANGE HANGER, FILL NAIL THIS 2X4 WALL o 8'0" TALL WITH 2'0" TALL HOLES WITH IODXI 1/2" NAILS KNEE WALL BUILT ON TO TOP TO EXTEND TO 1&0" ABOVE F.F. 9l OII s. OII 12' 0" 30,0 STORAGE SHED FLOOR PLAN 1/411 = 11 011 NON HABITABLE BUILDING 0 N 0 N 4X4 PT POST EMBED IN 16"XI6"X24" DEEP CONCRETE. POST TO EXTEND TO BOTTOM OF 45 CUT BEAMS TO SET ON TOP OF 4X4 POST, STRAP EACH BEAM TO FACE OF POST WITH SIMPSON L5TA21 FLAT STRAPS, FILL NAIL HOLES WITH IODXI 1/2" NAILS ALL WORK $HALL COMPLY COD:ODES FLORIDA BUILDING WITH PREVAILING vAT10NAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES (9) 36" IN GROUND TIE DOWNS EMBED IN 16"XI6"X24" DEEP CONCRETE :BAR 12" LONG 4" FROM BOTTOM AND TOP 1 EXTENDS THRU POST EACH . POST TO IOTTOM OF 45 CUT BEAMS TO SET ON TOP STRAP EACH BEAM TO rACE OF POST 4 LSTA21 FLAT STRAPS, FILL NAIL HOLES 1" NAILS FLOOR FRAMING 4 FOUNDATION PLAN 1/411 � 11 011 m m � VANSON f E. LICENPFC. 38654 .BOX 1T28.Vg ®I®:%P, 33526 WERE;4.00 I HERBY IF"Y TTIAT TN �F3� ND SPECIFICATIONS :4 apt Y DIRECT SUPERVISION ARE IN COM ® tOW` t* 16, SECTION 1609 OF THE FLORIDA BUIL H EDITION AND ASCE 1-16 FOR 139 MPH WIN© CATEGORY I AND 1HE ENTIRE 2020 BUILDING CODE RESIDENTIAL -1 TN EDITION E Z Q J I` � O M N N LO co W �0 LL LL > O N 00 M r O cn Ili (n ul 0 m (`Z j) w u1 0 W `` LL z cn cf7 z - 13 Z� `1 � U (L W l Qd zZ lu o W N 4 z� �7 O W U c(1 c(1 l (1 I CV cv Q mz 1J-t Q OIL Z Q�Kmr Z N TOTAL AREA 90 SQ , FT. PCB 1 Of= 2 ms % 1' 4" 45 CUT EACH BEAM TO SET ON TOP OF 4X4 POST. STRAP EACH BEAM TO FACE OF POST WITH SIMPSON L6TA21 FLAT STRAPS, FILL NAIL HOLES WITH IODXI 1/2" NAILS ELECTRICAL LEGEND SWITCH WP 110 V WATERPROOF OUTLET TYPE OF LOAD LIGHTING LOAD 110 VOLT OUTLETS 220 VOLT OUTLETS G.F.I. 110 V GROUND FAULT RECEPTACLE FLUORESCENT FIXTURE 110V LIGHT CAN BE CEILING OR WALL (TYP) GENERAL LOADS I 100 q FIRST 3000 VA REMAINING 2910 VA X 35 91. foSO SQ FT X 3VA 2010 5 CIRCUITS X 180VA SOO 1 CIRCUIT X 3000VA 3000 TOTAL VA 5910 3000 1040 TOTAL VA 4040 TOTAL VA 4040 VA CONVERT VA TO AMPS 4040 DIVIDED 5Y 240 VOLTS • 11 AMPS MAXIMUM OVER HANGER 12" WITH EXPOSED RAFTERS WITH NO SOFFIT IX4 02 SPRUCE OR PINE -8 24" OC NAILED TO TOP EACH RAFTER THRU ROOF SHEATHING WITH (2) IOD NAILS -1/16" OSB ROOF SHEATHING NAILED 6" OC TO RAFTERS WITH NSD NAILS METAL ROOFING INSTALL PER MANUFACTURE SPECIFICATIONS ELECTRICAL FLAN 1/411 = 11 O11 ELECTRICAL INSTALLED BELOW THE CEILING LINE TO BE INSTALLED IN CONDUIT NO CEILING 2X6 "2 PINE RAFTERS A 16" OC DBL 2X4 02 SPRUCE TOP PLATE OF KNEE WALLS 12 Q 4 2X6 02 PINE COLLAR TIED &'0" LONG NAILED TO EACH RAFTERS AT EACH END WITH ((o) 16D NAILS SEE FLOOR PLAN FOR KNEE WALL LOCATION WALLS TO EXTEND FROM FLOOR TO BOTTOM OF ROOF SHEATHING AND NAILED 4" OC WITH SD NAILS TO TOP PLATE USE (1) SIMP60N H10A CLIP AT ALL RAFTERS TO WOOD WALLS AND BEAM, FILL NAIL HOLES WITH IODXI 1/2" NAILS V M Z N ryam. r� (M M O f�l Q z LL z- (D U r- H Q W N ❑ M ❑ W U) LL) Z Q N A 1 J `) d CM W m m U oo rn LL L- O 2 — N M O t�l Ili Q 't Z z W W u Ul o z LL zz o Z W Z m z UUJ �z J QA z lu r (s)O w d Zz z tu SGL 2X4 "2 SPRUCE BOTTOM DBL 2X12 "2 PINE WITH 1/2" PLATE OF KNEE WALLS PLYWOOD FILLERS BEAMS ABOVE ALL OPENINGS NAIL TOP WALL TO LOWER WALL WITH 16D NAILS 6" OC 4X4 PT DBL 2X4 02 SPRUCE TOP O O SHEET EXTERIOR FACE OF WALLS WITH 5/8" Tl-I1 PINE SIDING NAILED 3" OC TO PLATE OF LOWER WALLS ALL PLATES AND 6" OC TO VERTICAL STUDS WITH SD NAILS 2X4 02 SPRUCE STUDS SPACED MAXIMUM 16" OC 3/4" PLYWOOD NAILED 6" OC WITH SD NAILS NO FINISH ON INTERIOR FACE OF WALLS n O O SGL 2X4 02 SPRUCE BOTTOM PLATE 2X4 PT AS SHOWN ON FLOOR FRAMING PLAN l� Q LU O O 4 2500 PSI CONCRETE SLAB WITH OF LOWER WALLS. NAIL WALL TO FLOOR 4X6 PT AS SHOWN ON FLOOR FRAMING PLAN --� WIRE MESH OVER CLEAN COMPACT WITH 16D NAILS 6 OC a SOIL lro"X16"X24" DEEP CONCRETE WITH (1) "5 REBAR 12" LONG 4" FROM BOTTOM AND TOP OF PAD THAT EXTENDS THRU POST EACH 4X4 POST DETAIL NOTCH 4X6 P.T. 1 1/2" TO EXCEPT 2X4 PT JOIST (13) 36" IN GROUND TIE DOWNS LOCATED ON FLOOR FRAMING PLAN CUT 5UILDING SECTION DETAIL NOT TO SCALE TOTAL AREA (o90 5Q. FT, NOT TO SOLE 4NS0*P.E. LION Ii10_ 38654 c-w BOX 1 ; DE )'�FL 33526 STA :. 1 HERE IF PAT 11� IF AND SPECIFICATIONS WERE 1�f1=WIK �F' MY DIRECT SUPERVISION FG ARE IN CP 6'GR 16, SECTION 16OS OF THE 0 FLORIDA BYV?-I TH EDITION AND ASCE 1-16 F 2 FOR 139 MPH Lu - CATEGORYI AND THE ENTIRE 2020 BUILDING CODE RESIDENTIAL 1 TH EDITION I