Loading...
HomeMy WebLinkAboutLOFTED BARN SHED PLANSSCANNED BY PN�tAi5�m wmAT R <NG Iful, -160 INESTBROOK ROAD ApIm HIOKORY, KY 42051 m D861GN GRIfCRIA I. WIND VELOCITY I&O.MPH. 2. BUILDIN6 CATE60RY j S. WIND EXPOSURE G ! 4. INT. PRESSURE COEFFICIENT 3 O.IB S. ENCLOSURE CLASSIFICATION ENCLOSED ti 6. BASED ON HEIGHT 15 FEET a -1. OVERHANG NO 6. FLOOR DESIGN LIVE LOAD 50 FSF FLOOR DE516N DEAD LOAD 4 PSF t; 9. ROOF DESIGN LIVE LOAD 20 PSF ig ROOF DESIGN DEAD LOAD 1 P5P 10. WALL DESIGN DEAD LOAD 3 P5F 11. CON5TR1GTION TYPE 3 B 12. BUILDING OCCUPANCY = U la,. FIRE RATING EXT. WALLS 0 — H —14.—ALLOWABLE NUMBER OF FLOORS I 15. THE CONTRACTOR/M WACTURER MT COMPLY WITH THE FOLLOWING CODES AND ALL OF THERE AMENDMENTS/SUPPLEMENTS, - FLORIOA BULDIN6 CODE 2010 � RECEIVED MAR 0 5 2018 n G ST. Lucie County, i'e!'I� I ing - :i s tH0mAs 14. ALa 30631 W-414034 KS' 7JI98 9 SCN 275Q2 WO035985 6Aa 034311 YW O'Hg36 TXr 104556 WO 40905 I PAp 019oOq VAQ 0455N3 d TN# 112161 FL# 34222 rlk XFTID EARN SHOD P!.ANS 160 MPH STATE OF FLORIDA 410E PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO no 1803 —oleo S T. LUCTE COU\''I-'r REVIEWED FOR CC ;41ED FASTENERS OR AIiACHMENiS REVIEWS B - -- DATE q/ TO ME TWE.RESPQI�S� , PLANS AND PERNUT MUST E KEPT ON CONTRACTOR��.e),w<„�„ OR NO INSPECTION WILL E Dq 4DE. "" OF RECORD ,:unws, ea cwasr-anew ..nurtrrr.._ SHIFT LIST. SHEET NUMBER SHEET TITLE C-1 COVER 51E.ET C12 MV LOADING C•3 ItO 6 C-4 FASTEMN65G1 XU CIS FASTENNG SaIX%E G6 FASTENING WED" A -I FLOOR FRAHM FLAN A-2 FLOOR DECK PLAN AId7 ELENATIDtFa A-3 BWK41. FRAMM, — A-4 WKILL F AMW, A-5 VIM-OU FRAM% DETAILS. AND SIEARKAM ONART A-6 DETAILS A-1 DETAILS A-8 DETAILS A-9 MOWV. PO VA KAM A-10 OPnONAL PORLH EPVAM015 A -II oP 24 STION A-12 OPIIOIIAL DETAILS THE5E PLAN5 WERE DE516NE12 IN ACCORDANCE WITH THE 2010 FLORIDA 13UILDIN6 CODE, BUILDING UIEATHER KING PORTABLi: BUILDINGS LOFTED BARN MOD SHED PLAN D1XOd EN6PNEERIPYi�tlT�Y, 160 WESTBROOK ROAD °,Iif Ai llPdTlON TWA BN5 HICKORY, KY 420-4 04�i4/tR SiRE2T 066-9TI.6440 FOR 111cilknI L aullrk n] I1HelIl,rrilorlde Ca,:fecatx cNn ne real plan an 1110 at NDI headquftr8 WmiinvasopiTlbrDBPR Thous Pdote comp"h the e,nrtde Nm of mdund Md. AN 4nd edoplod C94" and Adhere to the W w(pp Crlbde: Me Wo Pqn 1! Allow. Floor 2 JDA 1 1016/12 1 CHANGE WALL FRAMING TO SPF 02 1 JDA WI/12 CHANGE FLOOR JOISTS, ADD PORCH OPTION 4 CHANGE WIND EXP09JPE EV 1 5Y DATE DESCRIPTION GUST OF 160 MPH. DATE, 04/002 DRAWN BY, CEB 01150W BY, TAD SCALE, A5 NOTED W.O. NO, 526-012 SHEET C-1 1 OF 18 u W • �) •ter .� 11 IV:.ir rr ao®�mommm�e�� ammo®oomm�e�� atom®®ocaM®®�Mo®� �Eam®I�amoMaa�®�omQa �f�iii�M0�M0�M0MM0 �0®EIS!®®!ice®®I�Qfm MMOt!®Esau®�mmm�m oom�®®mm®mmm aeaa0m®®mom®m®gym a©u>,mEa®m®®IMIMEa® mommom�om®mm 4V.CivOlir„YrF.vwl 2,vr �pi•/I�,ISUbMfe.Wa'.anwpM1lJh),Wuws7iow�.1%�PM1111) f �pwwem Yw„o.u�. o. v M W ei.v.W,44p,uunST6PvtiNppCniu{rt12OYa,�,.;q`LYI Sx•.wLIG[tl010.611 /ltlwa/aYmtc•id.alYLtlrolWp W,p,etl Q,.V faN/+'/,roro�a�� 1•!F �aeeawrW a'm+.WmvaM..aea.lYtl/er Ne.�tro,mlwpnun�{w ,lb w.m•..4�+IAIbrJi1MAL.p.anL.l.l.w4asFad�nbu WRxiv.t0 S W.�4r�yvwb.WanntuN.FinadNY,y L THESE PLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING Fri THOMAS A. MI XON, P.r=. WEATHER KING PORTABLE BUILDINGS ?*r ALM 30b31 W50 I9034 K5M 21190 DIXON ENGINEERING, INC. LOF�1 3AM KOWc+W ROAD 5LM 27592 NLM 0359 6 GAM 034311 STTbGUR& E1Y,4U1li6 Alm 88PEGTM - GOA 816 HICKORY, KY 42M ' � W✓M 01193b TXM 104353 MDM 40905 10410 MAIN STREET 066iM-6440 of .�� PAM 0T4009 VAM 045M THONOT05A55A, FL 33542 THM 112161 FLO 34222 VOILE, 013A02-9885 FAX, 813-902-2306 WIND LOADING 0 (6 1 G l y Plan No. ,�7? (: •-o J L _.Y. uv-- - J7...t4L^ _... RI:4anT 4 Hollo:k 81-Y3!V P!Yea Cvaallaer Florida COilftaft SMJ= 2 JDA 1018R2 CHANGE WALL FRAMING TO 5PF 62 1 JDA "V12 GRANGE FLOOR JOISTS, ADD PORCH OPTION 4 CHANGE WIND EXPOSURE EV BY DATE DE5CRIPTION GUST OF 1&0 MPH. DATE. 04/09/12 BY, CEB LHEGKED BY. TAD SCALE. AS NOTED W.O. NO, 526-012 SHEET C-2 2 OF 16 AREA FOR APPROVAL STAMPS GENERAL NOTES ' 1. THIS STRUCTURE WAS DE516NED IN IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING (F.B.C) 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE. 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. THE FOUNDATION PLAN 15 A SEPARATE SET OF PLANS FOR APPROVAL BY LOCAL MUNICIPALITIES. 5. EXTERIOR DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN AT 2' O.G. BUT MEMBER SPACING SHALL NOT EXCEED LIMITS A5 INDICATED. '6!Y 6. ALL THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY U04D (6ROUND CONTACT, HEAVY DUTY)i SKIDS 11.N.. ;41U, 1. ALL THE FOLLOWING LUMBER SHALL BE FRE55URE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY UG36 (EXTERIOR ABOVE GROUND, UNCOATED OR POOR t° n°A Up l6� s WATER RUNOFF). FLOOR JOISTS, PLYWOOD FLOOR DECKING, AND EXTERIOR RATED WOOD STRUCTURAL PANEL SIDING. Imxnod L Aullock 8. LP TOPNOTCH 5UB-FLOORING Iq/32° MAY BE USED IN LIEU OF PRESSURE TREATED PLYWOOD FLOORING. �: cr 9alL:!,�1'law i4tm4 er 11odda 4*1{EMtx Y;Al, en q. P.T. PLYWOOD FLOORING NOT REQUIRED WHERE THE BOTTOM OF THE FLOORING 15 OVER 18° ABOVE &ROUND SECTION 2304.11.2.1 FOG 2010. 10. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRE55URE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED (6185) OR STAINLESS STEEL. 11. ALL WINDOWS WITHIN 24° OF DOORS, AND ALL 6LA55 IN DOORS SHALL BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEET. 12, FOR ROOFS WITH ASPHALT SHINGLES AND A SLOPE BETWEEN 2 TO 12 AND 4 TO 12 5H6LL HAVE A DOUBLE SPERJ.A NT APPLICATION A5 REQUIRED IN 3� ACCORDANCE WITH SECTION 001.2.8 OF THE 2010 F.B.G. 0 P. 15, UNDERLAYMENT SHALL CONFORM WITH SECTION 15012.3 (A5PHALT 5HINGLES AND 1501.45 (METAL ROOF PANEL) OF THE 2010 F.B.G. 14. ASPHALT SHINGLES SHALL CONFORM WITH 5EGTION 150125 OF THE 2010 F A AGHMENT OF ASPHALT SHINGLES SHALL HAL G NF WITH 1501.2.1 OF THE 2010 F.B.G. si 15. FASTENERS FOR ASPHALT SHINGLES SHALL CONFORM TO SECTION 1501.2.6 OF THE 2010 F.B.G. I6. TIE -DOWNS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES. 11. THESE PLANS HAVE NOT BEEN DESIGNED FOR HVHZ REQUIREMENTS AS SET FORTH IN THE 2010 F.B.G. OR FOR USE AS A COMMERCIAL BUILDING. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS. Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY AND PLACEMENT OF LAWN STORAGE UNIT TO INSURE THE INTEGRITY OF THE BUILDING AND ITS COMPONENT PARTS. 20. NO FIELD REVISIONS TO ANY STRUCTURAL COMPONENTS OR DEVIATIONS FROM THESE DRAWINGS 5HALL BE MADE. 21, THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM AND A6AIN5T ALL LIABILITY CLAIM5, DAMAGES, LOSSES AND EXPENSES INCLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMISSIONS IN THE PERFORMANCE OF THE WORK BY THE CONTRACTOR. $ 22. SECTIONS AND DETAILS ON THE ORAWIN65 ARE INTENDED TO BE TYPICAL AND SHALL APPLY AT ALL SIMILAR LOGATIONB, UNLESS_OTHER-5EGTION5-AND-DETAIC5 ARE 5PEGIFICALLY REFERENCED. 23. REFER TO SUPPLIED FAS'[ENlN65GHEOULE-FOR-FA5TENIN"ASED ON CONNECTION AND LOCATION OF MEMBERS AS PER 2010 FLORIDA BUILDING CODE TABLE -A- 6 2304 J-UNLESSflOTED OTHERWISE. 24. BUILDINGS HAVE BEEN DESIGNED FOR LP 5MART5I12E PRECISION PANEL SIDIN6, LP 5MART51DE PRE615ION LAP SIDING SHALL NOT BE U5ED, 25. FASTENERS IN LP SMART51DE PREG1510N PANEL SIDING MUST NOT BE INSTALLED IN PANEL SIDING GROOVES IN THE 12 FIELD OF THE PANEL SIDING OR WHEN THE PANEL SIDIN6 GROOVES OCCUR AT GUT EDGES OF THE PANEL SIDING. 26. REFER TO THE IGG-E5 EVALUATION REPORT ESR-1301 FOR ADDITIONAL DATA AND SPECIFICATIONS OF LP 5MART51DE PRECISION PANEL SIDIN6, 27. MAX OPENINGS WIDTHS MUST COMPLY WITH DE516N RATIOS AS PER ANSI/AF4PA SOPWS-2008. BUILDINGS HAVE BEEN DESIGNED TO HAVE ONLY OPENINGS WITH h MAX WIDTHS EQUAL TO TH05E IN THE ENDWALL SHEAR WALL CHART. • 28. AS PER SECTION 553.17(10)(h), FLORIDA STATUTES, STORAGE SHEDS THAT ARE NOT DES16NEP FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET OR LE55 ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WIND-BORNE-DEBRI5-IMPACT STANDARDS OF THE FLORIDA BUILDING CODE. INOVEuml L ADDITION, 5UGH BUILDING5 THAT ARE 400 SQUARE FEET OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE -AND -TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HE16HT AND WIDTH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2q. BUILDINGS HAVE BEEN DESIGNED TO HAVE ANCHORS DIRECTLY ATTACHED TO ALL FOUR CORNERS OF THE BUILDING TO RESIST TENSION FORGES FROM LATERAL ` WIND LOADS. THIS DESIGN CONSIDERATION MUST BE MADE BY INSTALLER WHEN ATTACHING ANCHORING SYSTEM TO BUILDING. Tf 30. UNLESS NOTED OTHERWISE, ATTACH ALL MANUFACTURED PRODUCTS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. i 51TE INSTALLED ITEMS s NOTE. NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT 114E ITEMS OF WORK AND THIS BUILDING 15 NOT DESIGNED FOR HUMAN HABITATION AND DOES NOT MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL 2 JDA 10/8/12 CHANGE WALL FRAMING TO SPF 42 HAVE RUNNING WATER OR SANITATION SERVICES. THIS BUILDING IS 51TE RELATED ITEMS ARE 5UDX-GT TO LOCAL URISDICTIONAL APPROVAL. DE51ONEP AS A UTILITY SHED TO STORE LAM EQUIPMENT SUCH A5 I JDA 8/31/12 CHANGE FLOOR W UL BARROWS, 6ARDE11N6 511PPI-IE5, FLOWER POTS, AND I. THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM. CARDBOARD BOXES WITH VARIOUS SMALL ITEMS. JOISTS, ADD PORCH 2. RAMPS, STAIR5, AND GENERAL ACCESS TO THE BUILDING IF NECESSARY, OPTION 4 CHANGE 3. GUTTERS AND DOWN SPOUTS ON ALL BUILDINGS WITH EAVES OF LESS THAN WIND EXPOSURE b INCHES HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES. 1itu REV BY DATE I DESCRIPTION THE5E PLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING OF 160 MPH. tl T" A. DIXON, PA. UEATHERDGD�� IX1%C5 LOFTED KOO T60 VESTBROOK ROAD HICKORY, KY 420-9 866-9TI-6440 �NO ^. p : - �0 : T/ E O F tau/ DATES 04/09/12 SHEETTHOMAS 5 OF 10 ALN 30631 M5N N034 I 21100 SCN 2rA2 NCI 035405 6AN 034311 H0 01106 TXN40450 MOB 40g05 PAN 01g00q VAN 045543 TNN 112161 FLN 34222 DIXON EN6INEERING, INC, 5If4KRM BGQ133+Jfli AND D6 tT10N - COA 8N5 10410 MAIN STREET THONOT05A55A, FL 535g2 I VOILE. 813-q02-g805 FAX, 013-w-2306 BY' CE13 BY, TAD SCALE, AS NOTED NOTES ��iSSj • �� WA, NO, 526-012 fi PASTMNINa SCHIMULS CONNECTION PASTENING0, K LOCATION I. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2' x 0.1311 3 - 3" x 0.151' NAILS TOENAIL 3 - 3" 14 GAGE STAPLES 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2' x 0.1319 2 - 3" x 0,151' NAILS TOENAIL EACH END 2 - 3" 14 GAGE STAPLES 5. SOLE PLATE TO J015T OR BLOCKING 16d (3 1/2' x 0.1351 AT fro' O.G. 3° x O.I3l' NAILS AT 8' O.G. TYPICAL FACE NAIL 3' 14 GAGE STAPLES AT 12' O.G. 4. SOLE PLATE, TO JOIST OR BLOCKING AT 3 - Ibd (3 1/2' x 0.135°) AT Ib' O.G. BRACED MALL PANEL- 4 - 3" x 0.01' NAILS AT 8" O.C. BRACED 14ALL PANELS 4 - 3" 14 GAGE STAPLES AT 12' O.G. 5. TOP PLATE TO 5TUD 2 - Ibd (3 1/2' x 0,162 ) 3 - 3" x 0.151" NAILS END NAIL 3 - 3" 14 GAGE STAPLES 6. STUD To 50LE PLATE 4 - 8d COMMON (2 V2' x 0.151) 4 - 3" x 0.131' NAILS TOENAIL 3 - 3' 14 GAGE STAPLES 2 - Ibd COMMON (3 1/2' x 0.162) 3 - 3" x 0.131" NAILS END NAIL --- 3 - 3" 14 GA6E5T 1.-DOUBLE-STUD5-� Ibd (3 1/2' x OJ35°) AT 24" O.G. 3' x 0.131" NAIL5 AT 8' O.G. FACE NAIL 3' 14 GAGE STAPLES AT 12' O.G. 8. DOUBLE TO PLATES 16d (3 1/2' x 0.1351 AT 16" O.G. 3' x 0.131' NAILS AT 12' O.G. TYPICAL FACE NAIL 3' 14 GAGE STAPLES AT 12' 0,6. 8 - Ibd COMMON (3 1/2' x 0.1621 12 - 3' x 0.131' NAILS LAP SPLICE 12 - 3' 14 GAGE STAPLES q. BLOCKING BETWFTE EEN JOISTS OR RAR5 3 - 8d COMMON (2 1/2' x 0.131) TO TOP PLATE 3 - 3' x 0.131' NAILS TOENAIL 3 - 3' 14 GAGE STAPLES 10. RIM JOIST TO TOP PLATE 8d (2 1/2" x 0.1319 AT 6' O.G. 3' x 0331' NAILS AT b' O.G. TOENAIL 3' 14 GAGE STAPLES AT 6' O.G. [I. TOP PLATES, LAPS AND INTERSECTIONS 2 - Ibd COMMON (3 V2' x 0.162 ) 3 - 3' x 0.151" NAILS FACE NAIL 3 - 3" 14 GAGE STAPLES 12. CONTINUOS HEADER (2) PIECES Ibd COMMON (3 I/2° x 0.162") Ib' O.G. ALONG El GE 7 (C,oNTItd1EDI THE5E PLANS WERE DE51ONEP IN ACCORDANCE WITH THE 2010 PLORIDA BUILDING CODE, BUILDING tHOMt4S 74. f�IXON, P.S. WEATHER KING PORTA841i BUILDINGS 4 LOFTED BARN MOD SED PLAN ALI30631 M554 1gO34 K54 211gb DIXON EN6INEERIN6, INC. T60 MSTBROOK ROAD SCn 215g2 NCa 035gB5 GAa 034311 NIGKORY, KY 42051 kW OTIg36 TX# 104M K78 40g05 1 10410 MAIN 5TREET 866-qT1-6440 r, PAN OTg00q VAu 045593 THONOTOSkSfA FL 3VA2 Is'THA 112161 FLO 34222 VOICE, 8125482-41885 FAX, 813-q82-23ob FASTENING SCHEDULE o!,, Q !A lq��4 ?� KTAT*E OF :•�/ FOR v plan No. 1Jrdprd I,. RVII h l7nm M�xa,tK.'.11orlda Ca1T3cataXNiLj�y, 2 JDA 1 1018/12 CHANGE WALL FRAMING TO 5PF 02 1 JOA 8/3112 CHANGE FLOOR JOISTS, ADD PORCH OPTION d CHANGE WIND EXPOSURE EVT BY DATE DESCRIPTION GUST OF 160 MPH. PATE, 04/0q/12 DR" BYo CEB C1ffCKED BY, TAD SCALF, A5 NOTED W.O. NO. 526-012 SHEET C-4 4 OF 18 PASTONING SCHBDULN CONNECTION FASTENINGQ' k LOCATION 13. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2' x 0.131') 5 - 3' x 0.131" NAILS TOENAIL 5 - 3' 14 GAGE 5TAPLE5 14. WNTIM 05 HEADER TO STUD 4 - 8d COMMON (2 U2' x 0.1319 TOENAIL 15. RAFTER TO PLATE 3 - 8d COMMON (2 1/2' x 0.1511) 3 - 3" x 0.151, NAILS TOENAIL 3 - 3" 14 GAGE 5TAPLE5 16. I' DIAGONAL BRACE TO EACH 5TUD AND 2 - 8d COMMON (2 112' x 0J319 PLATE 2 - 3' x 0.131' NAILS FACE NAIL 3 - 3' 14 6A6E STAPLES 17• BUILT-UP CORNER STUDS Ibd 0 1/2' x OJ35') 24" O.G. 3' x 0J31° NAILS 16" O.G. 3" 14 GAGE STAPLES 16" O.G. 18A. 13UILT-UP GIRDER AND BEAMS 20d COMMON (4° x 0.I412. 32) O.G. FACE NAIL AT TOP AND _ 3' x 0.131' NAIL AT 24" OL. 50TTOM STAGGERED 0ON 3° 14 GAGE-STAPLE-AT-24"-0:G;-' OPP051TE 51DE5 2 - 20d COMMON (4' x OJg2°) FACE NAIL AT ENDS AND AT 3 - 3' x 0.131° NAIL EACH SPLICE 3 - 3' 14 GAGE STAPLE 19. COLLAR TIE TO RAFTER 3 - IOd COMMON (3° x 0.146 4 - 5' x 0.151' NAILS FACE NAIL 4 - 3' 14 GAGE STAPLES 20. ROOF RAFTER TO 2-5Y RIDGE BEAM 2 - Ibd COMMON (3 I/2' x 0.1627 3 - 3" x 0.131° NAILS TOENAIL OR FACE NAIL 3 - 3' 14 GAGE 5TAPLE5 21. J015T TO BAND JOIST 3 - Ibd COMMON (3 1/2" x 0.162 ) 4 - 3' x 0.131' NAILS FACE NAIL 4 - 3' 14 GAGE STAPLES (CONTINUED) THESE PLANS WERE DE5IGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING -U TH OM{4: t4' DIXON, P.P. WEATHER KING PORTABLE BUI{.DINGS LOFTED BARN WOOD -9iM PLAN ? * = ALA 30631 M554 1`1034 K5>t 211gb 9GA 21542 N6# 035g95 6Aa 0343T1 WA OTIg36 TXA 104M MD% 40W5 DIXON ENGINEERIN6, INC. 6iR1 R tA19{ N3M jklV INSPECTION - C0A bN5 10410 MAIN STREET '160 M57BROOK ROAD HICKORY, KY 4205I 066-Tn-6440 _ p � G C PAO 07900q VAa 0455V TNA 1127bi FLO 34222 TIIOROT05A%,% FL 33512 VOICE, 813-*2-9bb5 FAX, 813-02-2306 FASTENING SCHEDULE r ---� PIa� N". 6 ZL• -u J 2 P,ltl,ani y, gVU�rck of RrmlrterFlatJrt CaritQr°tey�{_ cn. 2 JDA I 10/8/12 CHANGE WALL FRAMING TO SPF N2 I JDA 831/12 CHANGE FLOOR JOISTS, ADD PORCH OPTION 4 CHANGE WIND EXPOSURE EV BY DATE DESCRIPTION of 160 MPH. DATE, 04/04/12 vi f-v BY- CEB aECM BY, TAD SCALE, A5 NOTED W.O. NO, 526-012 SHEET Crp 5 OF 18 I FASTONING SCHEDULl CONNECTION FASTENING°' k LOCATION 22. WOOD 5TRWTURAL PANELS AND 1/2" AND LESS bd'-J PARTICLEBOARD' SUBFLOOR, ROOF AND 2 3/8' x 0.113' NAIL' WALL SHEATHING (TO FRAMING) 1 3/4' 16 GAGE' 15/32' TO Ic02' 8d COMMON (ROOFS IN 110-140 V�, MPH EXP "8 SINGLE FLOOR (COMBINATION IV/32' TO 3/4" add OR Edo 6 INCH D.G. EDGES AND 9XI'L00R-UNDERLAYMENT TO FRAMING) 2 3/8' x 0.113' NAIL" INTERMEDIATE, 4" O.G. AT 2' 16 GAGE" COMPONENTS AND V8' TO 1" 8& CLADDING EDGE STRIP k ZONE 3 1 I/W TO 1 1/4' 'Odd OR &do 5/4" AND LE55 6d" 1/8, TO 1" 8do I I/8" TO 1 1/4' IOdd OR 8do 23. PANEL SIDING (TO FRAMING) 0' OR LESS bd1 5/8' 8d1 24. FIBERBOARD SHEATHINGS 1/2' NO. 11 GAGE ROOFING NAILh 6d COMMON NAIL (2' x 0.113") NO 16 GAGE STAPLE' 25ld�NO,N-GAGE-ROOFIN6 NALLh 8d COMMON NAIL (2 1/2' x 0.1319 NO 16 GAGE STAPLE' nlehud 1. AaMrk ea `Ar-miner RuL s e4ellasa0 399tW. 0. b. c. d. e. P. g. h. L I, I. M. n. COMMON OR BOX NAIL5 ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. NAILS SPACED AT b" O.G. AT E06E5, 12' AT INTERMEDIATE SUPPORTS EXCEPT 6' AT SUPPORTS INHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD STRUGTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALL5, REFER TO SECTION 2305 F60. NAILS FOR WALL 5HEATHIN6 ARE PERMITTED TD BE COMMON, BOX OR CASING. COMMON OR DEFORMED SHANK (bd - 2' x 0.113*18d - 2 1/2' x 0.151"1 IOd 3' x 0.1469. GOMMON (bd - 2' x 0.IV.- 8d - 2 1/2' x 0.131'1 IOd 3" x OM'). DEFORMED 5HANK (bd - 2' x 0.113'18d - 2 1/2' x 0.131",10d 3' x 0.1489. CORROSION -RESISTANT SIDING (6d - 1 1/8" x 0.I0b°1 8d 2 3/8' x 0.128) OR CASIN6 (6d2" x O.Og4'; 8d 2 1/2" x 0.113") NAIL. FA5TENERS SPACED 3' O.G. AT EXTERIOR EDGES AND b' O.G. AT INTERMEDIATE SUPPORTS, WHEN U5ED A5 STRUCTURAL 5HEATHIN6. SPACING SHALL BE 6" O.G. ON THE EDGES AND 12' O.G. AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. CORROSION-RE515TANT ROOFING NAILS WITH VI6' DIAMETER HEAD AND 1 1/2' LENGTH FOR V2" 5HEATHIN0 AND 1 5/4" LENGTH FOR 25/3" 5HEATHING, CORROSION-RE515TANT STAPLES WITH NOMINAL -lAb" GROWN OR V CROM AND 1 1/4' LENGTH FOR 1/2' SHEATHING AND 1 1/2" LENGTH FOR 25/32' SHEATHNNY5, PANEL SUPPORTS AT lb" (20" IF 5TRENGTH AXIS 15 THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2 V2" x 0.113') ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. STAPLES SHALL HAVE A MINIMUM GROWN WIPTH OF 7/16". FOR ROOF 5HEATHIN6 APPLICATIONS, FASTENERS SPACED 4' O.G. AT EDGE5, 6' O.G. AT INTERMEDIATE SUPPORTS. FASTENERS SPACED 4" O.G. AT ED6E8, 8" O.G. AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3" D.G. AT EDGES, 6" AT INTERMEDIATE SUPPORTS FOR ROOF 5HEATHIN6. FASTENERS SPACED 4' O.G. AT EDGE5, 8' AT INTERMEDIATE SUPPORTS. rr� —� -WERnypni, 2 JDA 10/8/12 CHANGE WALL FRAMING TO SPF 02 1 JDA 8l31/12 GRANGE FLOOR JOISTS, ADD PORCH OPTION 1 CHANGE WIND EXP051) REV BY DATE DESCRIPTION THE5E PLAN5 WERE DE5IGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING FdFP s GUST OF I60 MPH. tH OMB A. D I XON, P. tUEATHER ICING PORTABLE BUILDING:$ ,�,m BARN WOOD � PLAN 160 M5TBROOK ROAD HICKORY, KY 42051 e6G 9116440 : * ^ _ � ,�;,, : 9 '. ST E-OF �' O '• DATE, 04/Oa/12 SHEET w Y - 6 OF 18 ALP 30b31 WA 14034 KcA 21140 SCP 21592 WA 035985 GAP 034371 yryP 071936 TXP 104953 Hfpa 40905 PAP 070009 VAN 045CA3 7NP112761 PLO34M DDM ENGINEERING, INC. STT TWAL QYN3 IMP AND REFEGTIM- GOA 6I45 10410 MAIN STREET THONOTOSA55A, FL 335A2 VOICE813.482AMFAX. 813AB2-2306 ORAYIY �� GEB CW:C= BY, TAD SCALE, A5 NOTED FASTENING SCHEDULE_ i r ''os1*'0�11%*� W.O. NO. 526-012 8'-O' AND 10'-O' KIDE FLOOR PRAMIN4 PLAN A -I SCALE. I/4" = 1'-o° x4 P.T. FLOOR J015T OR xb AT P.T. FLOOR JOIST NO WALLS !x4 SYP n 2 FLOOR JOISTS AT G. MAX FOR W-O' WIDE .xb 5YP U 2 FLOOR J015T5 AT 16' O.G. MAX FOR 10'-0' WIDE • • •Q� GQQC7GCQQCC.Q.�ICQQQ QQCQQQ�'I I11 111 111►111 IIIIIIG SYP 02 SKIPS JOISTP.T. . I111111111 II�1111111 1 1 10'-O' AND II'-2' WIDE n FLOOR FRAMING PLAN THESE FLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING TH OMA $ A. DIXON, P.S. WEATHER ICING PORTABLE BUILDINC;$ LOFTED DAM MOD SHED PLAN ALD 30631 MSD 14034 K5M 21190 DIXON ENGINEERING, INC. 760 h�5Tt3ao0K ROAD o 56021542 NCD 035gB5 GAS 034311 51WIM EWSMIRINS A10116 GT1011- 60A 6145 HICKORY, KY 420% F v# OTI436 TX* 10430 MDR 40905 110410 MAW 5TREET 866-4TT-6440 p PAD 014004 VAO 045A3 THOWTOSk%A, FL 335g2 .� 110112161 FLd 34222 VOICE. 813-482AW5 FAX, WA82-230b FLOOR FRAMING PLANS T P.T. FLOOR 7R AT P.T. FLOOR 4T END WALLS /d !0 JUi IJ�G c� y IUcBeard G B �"_. olbek '1Wm! Trbn9RacaberIlorldaCc.110ce..STv'I:.f_^ 2 JDA 10/b/12 CHANGE WALL FRAMING TO SPF 02 I JDA bava GRANGE FLOOR JOISTS, ADD PORCH OPTION 4 CHANGE WIND EXP05URE EV BY DATE DESCRIPTION GUST OF Ib0 MPH. o4/o4na KaWaPATEi 6Y.CEB 6Y, TAD 5GALE. AS NOTED W.O. NO, 526-012 SHEET A-1 1 OF I8 imi u uENDKALL u u n ELEVATION A-2 SGALEa 1 40 NOTES' SIDE WALL I. DOUBLE WALL STUDS SHALL BE FASTENED A5 51PE ML ION PER FASTENING SCHEDULE PROVIDED 2 2. SEE 2/A-1 FOR CORNER STUD DETAIL, A-2 SCALE. I/4" n I'_O 3. FOR ALL FASTENING NOT SHOWN, SEE FASTENING SGHEDIR-E ON SHEETS C-4 THRU C-6 OPENING ' 2x4 SPF a2 DOUBLE 2x4 5PF 02 ZA VERTICAL VERTICAL STUDS AT ®SIDING JOINTS 1YPIGAL NOTE. OTUGTYPIGAL" WINDOWS AN ORGY BE LOCATED IN EITHER THE cv SIDE WALL OR ENDWALL. DOOR5 ARE PERMITTED TO BE IN BOTH ENDWALL5 OR ENDWALL AND 51DE WALL IF �r I I O REGiESTED BY C.115TO4ER. LIMITATIONS ON THE TOTAL OPENING DIMENSIONS IN 51DEWALLS SHALL BE BASED ON j Q THE SHEAR WALL HEIGHT TO WIDTH RATIO OF 55.1 AND I 1 0 SHALL NOT EXCEED (Z3) OF TOTAL LENGTH OF BUILDING. ATTACH PANELS TO FRAMING WITH 8d COMMON OR DEFORMED Q NAILS AT 6' O.G. EVERYWHERE 5PF N2 OPTIONAL WINDOWZ��2.4 LOCATIONS TTOM PLATE n PLOOR COOK PLAN A-2 SCALE, 1/4" = 1 r-. THE5E PLAN5 HERE DE5I6NED IN ACCORDANCE ATH THE 2010 FLORIDA BUILDING CODE, BUILDING ,,, , tl-iOM14� A. DIXON, P.S. WEATHER KING PORTABLE BUILDINGS No J42U ? *r LOFTED BARN WOOD SW PLAN _ ALA 30531 MSr 19034 K5u 21198 DIXON ENMNEERIN6, INC. T60 WESTBROOK ROAD S(A 21512 NCp 035985 GAn 034311 SWTtRAL BO11✓BI A64? DUMTION- COA W5 HICKORY, KY 42051 t STATE O F . /V '•. •�4; 00, WO 0TI436 TO 104353 MD' 40905 10410 MAIN 5TREET e66-gTT-6440 ,� : TWO 11PAI 0210 FLA 342qOOq VAN � VOICE, 813-082A 85 FAX+ 813•Q82-2306 FLOOR DECK PLAN AND ELEVATIONS R ���isSi:.. R GNGO� PlonNu.-2irb�c/" f:::Eu1n1 L Buumlc 811JUIag Pleas l-miner llnrlda Ccrl[ecntc y ); fir 2 JDA 1016112 CHANGE WALL FRAMIN6 TO SPF N2 1 JDA WV12 CHANGE FLOOR JOISTS, ADD PORCH OPTION 4 CHANGE WIND EXP05URE EV BY DATE DE56RIPTION GUST OF 160 MPH. DATE, 04/09/12 DRAWN BY. CE13 CIEaW BY. TAD SCALE. AS NOTED WA. NO. 526-012 SHEET A-2 5 OF 10 8'-0' LOFTED BARN SHED ENDWALL n ELEVATION A-51 SCALE. V4' e I -O' W-O' LOFTED BARN SHED ENDWALL WITH WINDOW n ELEVATION A-B SCALE. 4' a I'-0' 8'-O' LOFTED BARN SHED 10-0' LOFTED BARN SHED ENDWALL WITH V-O' DOOR ENDWALL 5 ELEVATION 6 ELEVATION A-51 SCALE. 1/4' = 1'-0' A3 SCALE, 1/4' = I -0' 8'-O' LOFTED BARN SHED ENDWALL KITH 5'-0' DOOR n ELEVATION A-9 5G E 114' I I�I u u u u 10-0' LOFTED BARN SHED ENDWALL WITH WINDOW n ELEVATION V SCALE. 1/4' - 1'-O' 8'-0' LOFTED BARN SHED ENDWALL WITH 4'-0' DOOR n ELEVATION A-9 SCALE, 1/4' - 1" IO-0' LOFTED BARN SHED ENDWALL WITH 4'-W DOOR 8 ELEVATION A-3 SCALE. 1/4' - 1'-O' THESE PLANS WERE DE5I6NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING F.dlo THOMAS A. DIXON, P.M. WEATHER ICING PORTABLE BUILDINGS LOFTED BARN WOOD SEED PLAN 160 WESTHROOK ROAD MCKORY, KY 42051 066.911-6440 ?*? ALI 30631 1454 19034 YS0 21NO SCI 275A2 ICI 035g85 GAs 034311 hW 071q% TX/ 104353 MDI 4Og05 PAO o7900q VAN 0455g3 7NI 112761 FLa 34222 DIXON ENGINEERING, INC. STRUM El9 M05 AW VAfEG710lI - COA 816 110410 MAIN STREET THONOT05A95A FL 335 V 1 VOICE. 80,C182-W5 FAX: 813.982-2306 ENOWALL FRAMING FOR ��..,.�. i7M No. :EGG -J l2 B,�iti�lamBtc�nrri7ertd.Cc.tF&at:3!e�r� 12 I JDA 110/8/12 I �MH E KALL 5PF 02 I JDA 8/3VI2 CHANGE FLOOR JOISTS, ADD PORCH OPTION E CHANGE WIND EXP090RE uuiTiigq REV BY DATE DESCRIPTION I$ft GUST OF 160 MPH. M,4kk - tPATE.04/OgA2 SHEET ila .oGE6, TADAS NOTED 526-012 q OF 18 nn�ni 16 10-0' LOFTED BARN SHED ENDWALL WITH V-O' DOOR ELEVATION A-4 SCALE, VV = 11-e' 10-O'LOFTED BARN SHED ENDWALL WITH "' DOOR 2 LEYAtION A-4 SCALE, 1/4' 0 1'-0' W-2° LOFTED BARN SHED II'-2' LOFTED BARN SHED ENDWALL WITH V-O' DOOR ENDWALL WITH b'-O' DOOR ELEVATION /-b-,\ ELEVATION A-4 SCAM I/4' = I'-0- - - \tV7M7,LE, V4° _ -O II'-2' LOFTED BARN SHED E L MIL �ATION W--2' LOFTED BARN SHED ENDWALL WITH 1b' DOOR n ELEVATION A-4 SCALE, 1/4' = 1'-O' II'-2' LOFTED BARN SHED ENDWALL WITH VGNDOW 4 ELEVATION IT- THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING GODS, BUILDING Ft THOMAS A. DIXON, P.E. WEATHER KING PORTABLE BUILDINGS LOFTED BARN MW SHED PLAN ALO W631 WA IgO34 "211RB DIXON ENGINEERING, INC. 160 PESTBROOK ROAD Z -0 SCN 21542 NON 03505 6AN 034311 SWAM B1611MM AID MF%IIoN - COA M - HICKORY, KY 42051 WO O11N36 TXN 104353 "4OWS 10410 MAIN STREET 866.41T-6440 i c PAN 01gOO4 VAN 045M TIVNOT05A55A, FL 335g2 INN 1121b1 FLN 34222 VOICE, 813-q82-g885 FAX, 813-02-230b ENDWALL FRAMING u f2 Man Ka� .•t>J��.... 81-hal'i I.. Hul!ork Mail$ 4Irrnlnec HUM Cm ItUrste 9.t4ttr!! 2 JDA I 1010A2 CHANGE WALL FRAMING TO 5PF N2 1 JDA 8/31A2 CHANGE FLOOR JOISTS, ADD PORCH OPTION 6 G14ANGE WIND EXPOSURE EV BY DATE DESCRIPTION 605T OF 160 MPH. RATE, 04/0gA2 BT', GEB CKED BY, TAD SCALE:, AS NOTED W.O. NO, 52b-012 SHEET A-4 10 OF 16 PRE-ENGINEERED Igl32' TI-II 51DING OR 3/5" LP SMARTSIDE t PRECISION PANEL 51DING. SEE SHEAR WALL TABLE &' 3/A-5 FOR NAILING PATTERN AT ENDWALLS. 5/8" P.T. PLYWOOD DECKING -k 11 NAILING FOR SIDEWALLS 2x P.T. FLOOR J015T5 I1 SHALL USE bd NAILS COMMON OR DEFORMED AT b' O.C. EVERYH4ERE J-4 WHEN TOTAL OPENING `s( WIDTH5 IN SIDE WALL I 4i ARE LE55 THAN (2(3) OF TOTAL LENGTH OF 4X6 P.T. GYP 02 OUTSIDE 4X6 P.T. SYP 02 BUILDING, SKID STANDARD ON 10'-O' SKIDS ALL u I WITH 2X4 FLOOR JOISTS AND BUILDINGS A-1 ALL II'-2' WIDE BUILDINGS SECTION NOTES, I. —SEE -NOTES -ON -SHEETS A -I, AND A-2 FOR ANY INFORMATION NOT SHOWN. 2. SEE FA5TENING SCHEDULE FOR ALL FASTENING NOT NOTED ON THIS SHEET, SEE DETAIL 5/A-6 12' MAX SINGLE OPENING IN 51DEKALL SEE NOTE BELOW. R.D. 10'-0' TO 33'-6' AT 16" OR 12' INCREMENT5 SHMA,RWA" CHART BUILDING WIDTH OPENING WIDTH5 IN ENDWALL MAX LENGTH OF Bile NG 11-1/32" TI-III 3/8" LP SMARTSIDE PANEL2 8'-0" 3'-O' MAX 24'-0' 24'-0" 4'-0' 22'-0" 5'-0' 161-0' 10'-01 4'-O' MAX. 3of-0" 30'-0" 51-01 28'-0" 61-0" 22'-O" 7'-0" 16'-0' W-2' 5'-O' MAX 33'-6" 33'-6" 6'-0" 30'-O' T-O' 24'-O' -- 0 NOTES. I. Ig/32' TI-II SHALL BE FASTENED USING 8d COMMON OR DEFORMED NAILS AT 6' O.G. IN FIELD AND 3' O.G. ALONG ALL PANEL EDGES. 2. 3/8" LP SMARTPANEL SHALL BE FASTENED USING 8d COMMON OR DEFORMED HAILS AT 6" O.G. IN FIELD AND 3' O.G. ALONG ALL PANEL ED6E5. 3. WINDOWS AND DOORS MAY BE LOCATED IN EITHER THE SIDE WALL OR ENOWALL. DOORS ARE PERMITTED TO BE IN BOTH ENDWALL5 OR ENDWALL AND SIDE WALL IF REGUE5TED BY CUSTOMER. LIMITATIONS ON THE TOTAL OPENING DIMENSIONS SHALL BE BASED ON THE SHEAR WALL HEIGHT TO WIDTH RATIO OF 55.1 AND SHALL NOT EXCEED (2/3) OF TOTAL L06TH OF BONDING. FOR NAN-ING IN SIDEWALL SEE SECTION I/A-5 CAHRTT A-5 SGAI.E. N T.S. Drt7Cv un nw I M7 yr Dull vAl n (.SIDEUJALL FRAMING I. NOTES' OPENING MAY BE INCREASED TO g'-0' PROVIDED THE BUILDING LENGTH 15 OVER A-5 SCALE, I/4' - 1'-0' 16' IN LENGTH, THE GRITERJ IU-NO11~ NUMBER 3 OF THE SHEARNALL G14ART 3/A-5 15 MET, AND THE HEADER (2) 2W- TH n" PLYWOOD FLITCH PLATE. THESE PLANS WERE DE5I6NE12 IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING THOMAS A. DIXON, P.rZ, WEATHER KG�POWRTTDABBLLE ILDIW6LOMED KAN ALN 3001 MSN 1g034 K5N 2iIQ6 DIXON ENGINEERING, NAG, 70K 6o INESM90ROAD W 2 FA2 NCO =85 6Al 034371 STR)2 A. BKIMIRM6 AND Il4MT=- WA 6N5 HICKORY, KV 42051 : 9 t TATE- OF Y4JN 0TIg36 TXN 104353 f 40g05 10410 MAIN STREET ebb M-6440 i'O .• A :< PAN OTg00q VAN 045543 THONOTOSASSA FL 33542 THN 112161 FLN 34222 1 vo1G£, 8B-g82-Q665 FAX, 813-QB2-2306 SIDEWALL FRAMING, DETAIL$ AND sm. OHART '4.W—. 9q•�;ONII' RUcbryj 1, tiUllxk uaR.xminerF'"acs,1twnlesilt! cn. 2 JDA 1 10/8/12 CHANGE WALL FRAMING TO SIFF N2 1 JDA 8/31/12 CHANGE FLOOR J015T5, ADD PORCH OPTION 4 CHANGE WIND EXF05URE EV BY DATE DESCRIPTION OF 160 MPH. DATE, 04/0gA2 DRAM BY. CEB GELIU:D BY. TAD SCALE. A5 NOTED WA. NO. 526-012 SHEET I4-rp II OF 18 i (2) 2x4 OR (I) 2xb P.T. 5.YJ'. a2 RIM J015T WJ 0.131"0 x 3" GUNNAILS AT V, 6' O.G. STA66ERED. MEMBER SIZES BASED ON BUILDING WIDTHS. SEE ;. 142/A-1 FOR MEMBER SIZES (I) 2x FLOOR J015T W/ OJ31°A x 3' NAIL AT 6' O.G. INTO BRIDGING AND (3) 0.1310 x 3' 3: NAILS TOENAILED INTO SKID. S MEMBER SIZE SAME A5 RIM J015T CONT. 2x4 HORIZONTAL — BRID6ING EACH END IN (5) 01310 x 3' NAILS INTO 5KID WALL 5TUD5 PLYWOOD DEGKIN6 4x(2 P.T. SKID BEYOND SKID TO JOIST D TAI NOTES, I. SEE NOTES ON SHEETS A-1, A-2, AND SECTION I/A-5 FOR ANY INFORMATION NOT SHONAI HERE 2. SEE FASTENING SCHEDULE FOR ALL FASTENING NOT NOTED ON THIS SHEET. I/2' 2" ATTACH BOTTOM MEMBER OF HEADER U51NG Ibd HAILS AT 8' O.G. TYPICAL m � m H E� 3 DITAIL A-b SCALE, 9 -O' V2" FLITCH 2x FLOOR J015T IN 1/2" NOTCH W/ (3) 0.151x3'TOE NAIL5 EACH SIDE OF JOIST INTO SKID. FOR ATTACHMENT TO SKID WITHOUT THE NOTCH SEE DETAIL I/A-0 I/2° r- 2x SPLICE CONNECTOR BELOW Co 00000 oOOOO 00000 00000 m CONTINUOUS 2x PLAN VIEW TOP PLATE PRE-ENGINEERE ABOVE TR NTINU /COTINUOUS 2x / TOP PLATE a q q®uggq enq ggpl q aunt .. �-.. I 48' LONG 2x SPLICE CONNECTOR VERT. WALL SPLICE LOCATION 00) IOd NAILS STUDS EACH SIDE OF ,ALTERNATE SPLICE —SPLICE LOCATION 3" x W x aOW GALVANIZED TOP PLATE SPLICE STEEL PLATE Z O81'141L OR EQUIVALENT A-6 SCALE, W 2' = I -0' NOTES, I. 3° x b" x 0.036' PLATE OR EQUIVALENT SHALL BE FASTENED TO EACH WALL OR SEGMENT OF WALL BY (b) 8d NAILS OR EQUIVALENT, PROVIDED THE RAFTERS, JOISTS OR TRUSSES ARE CENTERED OVER THE STUDS WITH A TOLERANCE OF NO MORE THAN 1' PER 2306.9.2.1 OF F.B.G. Pleas HrCminw 3laridq 2 JDA 1 10/8/12 1 CHANGE WALL FRAMING TO SW 02 1 JDA 601/12 CHANGE FLOOR JOISTS, ADD PORCH OPTION 4 CHANGE WIND EXP05URE EV 13Y DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING OF 160 MPH. tHOMl4� ,4. DIXON, P. wr;ATHER KING PORTABLE quimNGS LOFTED BARN WOOD SHED PLAN AL# 30631 MSd 14034 K5d 21190 I DIXON ENGINEERING, INC. MO WESTBROOK ROAD 5602-FA2 NG" 03-AB5 6Atl 03431I SWWA EHSM33;M AND UWdTION - COA 8145 HICKORY, KY 42051 Wile 01106 TXd 104M HA 40a05 10410 MAIN 5TREET 066- M-6440 PAN 0T9009 VAd 045593 Tli0 W05ASSA FL 33592 * i NO zz SATE OF �:��l: • c TE, 04/D0/12 BY, CEB GDBY, TAD SCALE, A5 NOTED S R ���� WO. NO, 52"12 SHEET 14-9) 12 OF 18 BOTTOM WALL STUD PLATE GONT. FLOOR 1015T b RIM J015T WALL TO RIM JOIST 1 DETAIL - , b A-1 'SCALE, I-I/2° = I'-0" • ' a ENDWALL WALL SIDE WALL STUDS 1 EXTERIOR m SHEATHINKALL G\ 0) 0.10"0 x 3" GUNNAILS EACH END OF HEADER 2x4LAID S.P.F. a2 III I LAID FLAT I`ILIVJ WINDOW 51LL 4 DETAIL A-1 SCALE. N.TS. ENDWALL HEADER (4) 0.1480 x 3' GUNNAILS EACH OF HEADER _ UP TO 36' HEADER ENDWALL WITHOUT STRAP ° m HEADER x 3" EACH EADER ® WINDOW HEADER WITHOUT STRAP n OF -TAIL A-1 SCALE, N.r.S. (6) 0.1480 x 3' GUNNAILS EACH EHD OF HEADER UP TO 12" (8) 0.1480 x 3" GUNNAIL5 EACH END OF HEADER FROM 84" TO 108" ° 510 ALL HEADER WITH STRAP �D�TAIL A-1 SCALE N.T.S. M, FOR 16 /G rtimxa �z6-olx IUrtu r.l Y.2uuck VMS wars 4 miner 11.14, Cxtl(�c�le S:4p� ®1® F DOUBLE PRE-ENGINEERED (END HEADER (3) 0.1480 x 3" TRUSSES WITH 1/2' FLITCH GUNNAILS EACH i PLATE AT ENDWALLS ONLY END OF HEAD rr EXTERIOR 20 GA. x 11 5 o 51DING WRAPPED OVER ° WALL STUD TOP PLATE WITH (4) 0.131"0 x 2-1/4' I EACH SIDE OF 2 JDA 10/8/12 CHANGE WALL STRAP 4W AND UP FRAMING TO 5PF 02 ENDWALL h'EADER WITH STRAP DOUBLE Pam / B DETAIL I JDA 8/3VI2 GRANGE FLOOR / 5 ` DETAIL A-1 SCALE, N.TS ADD T. OPI ION 4 CHANGE PORCH A-1 SCALE, I 2° =h-0- WIND EXPOSURE tptuunq� �t �� REV BY 1 DATE DESCRIPTION THESE PLANS WERE DE5I6NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING ST OF I60 MPH. T H OMAS A. D I X0N, P.S.WEATHERp BUILDINGS ROTD 3 * r,NO O4/Ogn2 SHEET ALO 30b31 M5r 1g034 KSy 21198 56927592 NCO 035V5 6Aa 034311 DIXON ENGINEERING, ING. 5TIY47IRN. 0Wffi 1K" W IWfECTI011- COA 81q5 SBLDE LOFTATE, ARN PLAN '160 MTOROOK ROAD HICKORY, KY 42051 _ * N =&AM L BY, GE5 AA a j gy, TAD WJt 07M3b TXI 104353 MOO 40g05 (0410 MAIN STREET 866ATT-6440 4 O •. � :' �•� PAti 0Tg00g VAI 0455g3 THONOT05A55A,FL 335a2 SCALE, AS NOTED $112161 FL# 34222 VOICE, 813-982-9885 FAX, 813-02-230b DETAILS ���iSS/pnR �'�_�p�� W.O. NO. 526-012 15 OF 18 r. J015T P.T. SKID SOCK 3' :ON ASTENED ' BOTTOM ry I•e/ oa x 1 ,/L- MILD Ci u" CIVV Ur ("L1r ASTM D 1150 CLASSjRoop: ASTM D 3161 CLASS F ASPHNGLES OVER APPROVED UYMENT, METHOD OR DESIG DESCRIBED UNDER L NOTES 12 THRU 15 OC-3. OPTIONAL 24 GAUGROOFPANEL INSTALLED — —~ACTU4E5WSONINSTRUCTIONSOVEHINAl �ATTACHED USING8d COMMON NAILS AT 6" O.G. EVERYWHERMETAL DRIP EDGE � 51MPSON MT516 W/ (1) IOd © x 1 1/2' NAILS IN EACH END OF THE STRAP FOR 8' AND 10' WIDE AND HT51b W/ (8) IBd x 1 1/2' NAILS IN EACH END OF_— _ THE -STRAP AT EACH 57W TO RAFTER LINE OF 81-01 AND IB'-0' 2x6 5PF #2 LOFT J015T FOR 8' WIDE AND 10' WIDE AND 2x8 5FF 02 FOR II'-2" WIDE AT 24' O.G. ATTACHED TO M65 CHORD WITH (5) 8d COMMON NAILS 2X4 ANGLE CUT W/ TOP PLATE (2) 0.1314P x 3° NAILS INTO EACH RAFTER LJ�- STUD LOFTED BARN TOP PLATE n D�t14I1. A-8 SCALE, I-I/2" = Ib' P.T. 5KID b' LONG 2x4 SPLICE BLOCK 3' EACH SIDE OF SPLICE ON EACH SIDE OF SKID FASTENED BUILDING SKID / WITH 16d NAIL5 11/2' STAGGERED TOP AND BOTTOM A-8 \ 5CAL5 N.T.B. NO- E5, I. SEE NOTES ON SHEET A-2 AND SECTION ON SHEET A-5 FOR ANY INFORMATION NOT 5HOPM HERE. 2. SEE FASTENING SCHEDULE FOR ALL --- FASTENING NOT NOTED ON THIS SHEET.-- — --- — 3. ANY -MANUFACTURED -PRODUCTS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. THESE PLANS WERE DE5I62NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING F.d THOMAIS A. MIXON, P.M. WEATHER ICING PORTABLE BUILDINGS LOFTED BARN WOOD 5R D PLAN t6o PESTBRVOK ROAD MCKORY KY 42os1 666-977-6410 ?* o ; �: = S TA i O �'. p I ALQ 30637 WA 14034 KSs 2N40 5Cp 21542 Wo 035g05 GAp 03431I WVp 071436 TXd 104353 FOP 40g05 PAO OT400g VAp 045593 TO 112161 FL#34222_ DUtON ENGN�ERING, INC. 5THIGTLRAL @iGl`r3itINS hh9 UaSPEGTI01i- GOA N� 10410 MAIN STREET THONOT05A55A FL 33592 VOICE, 813-482AW5FM 813.402-2306 DETAILS �,_ Sr ���•: l3-11g3 Plms 1,yrminer porldo CerllDene° 5'.HS"" 2 JDA 1 10/8/12 CHANGE WALL FRAMING TO SW 112 1 JDA 8/31/12 CHANGE FLOOR JOISTS, ADD PORCH OPTION 4 CHANGE WIND EXPOSURE EV BY DATE DESCRIPTION GUST OF 160 MPH. DATE, 04104A DRAWN SYi CEB GEOKED BY, TAD SCALE, AS NOTED W.O. NO, 52b-012 SHEET 114-6 14 OF 18 E t DOUBLE 2x JOISTS AT WALL TO PORCH P.T. 2x FLOOR J015TS 2 2x FLOOR JOIST FOR DECKING SUPPORT A-12 OPTIONAL PORCH n FLOOR FRAMING PLAN A-12 t SCALES V4' = 1--0- —� -- r� 2 /4' P.T. FLOOR DECKING 518" P.T. PLYY400D A-11 #;1 I. SEE NOTES ON %EET5 A -I, A-2, S AND SECTION I/A-5 FOR ANY P.T. 4xb POST XTENDED TOP PLATE TO TOP INFORMATION NOT SHONN. a OF 4x6 PAST ry P.T. 20 BEAM. OPTIOML ^ FLOOR PLAN SEE DETAIL 3/A-12 FOR / 2 CONNECTION DETAILS A g SGALfi I/4' I'-0° THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING F.t, TI" I OMAS A, M I XON P.S. WEATHER KING PORTABLE BUILDINGS hr LOFTEP BARN Pi= %Ev PLAN ALO W631 WA 1g034 K5N 2110 215g2 W 035105 GAO DIXON ENGINEERING, INC. '&110N-&OA 60 MTBROOK AD ?" 034311 011936 TXN f04353 FDN AIMS RWY315mGft 10410 HAN STRMT MKORY, KY 42051 866.911-6440NN u PAN 07g00g VAN 045593 MONOT05WA, FL 33A2 r TNN 1121b1 FLO 34222 VOICE, 613462A885 FAX. 013-02-2306 OPTIONAL PORCH PLANS rlrcrns L. OuiG�ek I".-HIM1aerMaddsCoNlLI-aicSir . y 2 JDA 10/8/12 1 CHANGE WALL FRAMING TO SPF a2 1 JDA 8MI112 CHANGE FLOOR JOISTS, ADD PORCH OPTION 4 GRANGE WIND EXPOSURE EV BY DATE DE56RIPTION GUST OF 160 MPH. K PATEi O4/0gn2 DRANK BY. GEB CI MD BY, TAD SCALE: AS NOTED W.O. NO, 526-012 SHEET 14-9 15 OF 18 ENDlVALL YV OPTIONAL FORCH n �L�Y14tI0N A-10 SCALE, V4' � I'-O' NOTE5, I. SEE NOTES ON SHEETS A -I, A-2, AND SECTION I/A-5 FOR ANY INFORMATION NOT SHOM HERE SIDE WALL W/ OPTIONAL PORCH 2 ELEv14tI0N • A-10 SCALE, V4" , I•-O• F' THESE PLANS WERE DE5I0NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING Ft THOMAS A. DIXON, P.$, WrEATHER ICING PORTABLE BUILDINGS LOFTED BARN WOOD SITU PLAN ALA 30631 V601g034 KSa 211gb DIXON ENGINEERING, INC. 760 YESIBROOK ROAD --.-a 5' 56:21542 WV 035gb5 GAr 034311 WJw 071g3b TX# 104M W 4OgO5 5WTW& T3;61}Z33i11G AW DI5W710N-OOAblg5 10410 MAIN HICKORY, KY 42051 %p PAO UMN VAo 57RE T 7 N0105A55A�, bbb-g77di440 045M FL 335g2 ,Z TN3 112761 FL# 34222 VOICE, 10-e2AW5 FAX. 813-qB2-230b OPTIONAL PORCH ELEVATIONS PIs, IYa. ISIcLgnt G. tluluri, Plans Hsrylnr�ilarldu CerllAcnte h�>�. 2 JDA 101&A2 CHANGE WALL FRAMING TO SPF 02 1 JDA 5151112 CHANGE FLOOR JOISTS, ADD PORCH OPTION 4 CHANGE WIND EXP05URE _lREV BY DATE I DESCRIPTION GUST OF 1&0 MPH. DATE, 04/0gA2 DRAYN BY,r EB CHECKED BYeADSCALE, OTED W.O. NO, 526-012 SHEET A-10 Ib OF 18 DOUBLE TRUSSES AT -1 '. PORCH END is J .`a •3. SEE DETAIL 3/A-12 FOR CONNECTION 4xb P.T. POST-- \ V 0,131x 3" J NAILS FROM END RIM JOIST INTO POST PRE ENGINEERED TRUSSES DOUBLE TRU65 AT ENDWALLS 2, 0' 2'-0• 2'-O' CONTINUING 2'-0" O.G. LOFT J015T ADDED 2x4 BEAM TOP PLATE •ES o. P.T. FLOOR DEGKIN6 . F DOUBLE J015T5 AT WALL TO STUD WALL_ _ - -- - -- --- - - - — OOR x 3' W/ PORCH W/ 0) FLOOR JOIST FOR----- FLOOR JOIST (5UNNAILS INTO EACH DECKING -SUPPORT. -ATTACH 50LE PLATE FLOOR JOIST - DECKING SUPPORT TO DOUBLE P.T. PLYNIOOD JOISTS WITH Ibd NAILS AT b' OG. DECKING 5TAGGERED FLOOR J015T AT PORCH AREA �C 4xb P.T. SKID P-4' I'-4' 1'-4' P-4" I'-4• V-0- OPTIONAL PORCH n SECTION A -II SCALE. 1 1/2" - 1'-0' THE5E PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING GODS BUILDING F.t THOMAS 34. DIXON, P.E. WI-ATHER ICING PORTA1540 BUILDINGS LOFTED BARN WOOD SHED PLAN AL a 3M7 M5w 14034 K5121198 DIXON EN6INEERIN6, INC. 160 YE5TBROOK ROAD SGN 2rA2 WA 03585 6AII 034311 5TF01GTRk E 6;1gRPiG AW %PECTION - LOA 8145 HICKORY, KY 42051 pNN 071936 TXp 10430 MDN 40905 10410 MAIN 5TREET 86fr977 6440 y PAN OT4oO9 VAII 045M 7HONOT05A56A, FL 335'i2 —= TNp 112761 FLN 34222 VOICE, 80-e2A885 FAX 813-02-230b OPTIONAL PORCH SECTION 9 a Plmi N/o._ •-U/1i B3ueil„ g pin" lNewlaw tiahlo CaYIIFa�te £r)L.E^_ � 2 JDA 1 10/6112 1 CHANGE WALL FRAMING TO SPF #2 1 J12A 8)51/12 CHANGE FLOOR JOISTS, ADD PORCH OPTION 4 GHANGE WIND EXP05URE El/ BY DATE DESCRIPTION S�ED GUST OF 160 MPH. }N c w OF : �: SHEET - 1 i OF 18 DATE, 04/09/12 DRAt BY, GEB GI�GKEDBri CAM TAD SCALE, AS NOTED ' tA�Pp it W.O. NO, 526-012 A' LOFT .JOIST a o I I LTr ' :9 5/8" P.T. PLYWOOD GEILINJ AT PORCH ONLY TOP PLATE EXTEND ti FROM BU11D1N6 2.4 BEAM ATTACHED TO s EXTENDED TOP PLATE FROM BUILDING W/ (3) 0.131 NAILS AT 24' O.G. 97 4x6 POST v r' P.T. FLOOR--- — _ _- — — —DECK-IN-6 L a r o 0 (b) 0.131 x 3' NAILS FROM END J015T �h INTO P05T T 4x6 P.T. SKID r` OPTIONAL PORCH �' ^ SECTIONST A-I2 SGA , I /2° = I-O° © - - ­� 51MP50N W512 W/ (T) IOd x 1 112' NAILS IN EACH END OF THE STRAP FOR 8' AND 10' WIDE AND HT 516 Wl (7) lOd x I I/2' NAILS IN EACH END OF THE STRAP AT EACH 5TU12 TO RAFTER BEND BOTTOM OR STRAP AROUND BEAM IF NECESSARY r/ 5/8' P.T. PLYWOOD P RAP AROUND BEAM SEE DETAIL 3/A-12 FOR CONNECTION LOFT J015T a I �A, ON MT512 OR 5/6" P.T. PLYWOOD AT PORCH ONLY TOP PLATE EXTEND FROM BUILDING 2x4 BEAM (2) 5/16' x b' LAG SCREWS THROUGH TOP PLATES INTO 4xb P.T. POST 4x6 P.T. POST — `— 5/8' P.T. PLYWOOD WRAP AROUND BEAM OPTIONAL PORCH TOP PLATE n DETAIL A-12 SCALE. I I/2° POTPPPLATE EXTEND FROM % BUILDING / r 2x4 BEAM OPTIONAL PORCH POST TO TOP PLATE n ISOMETRIC A-12 SCALE, I I/2' = 1 0' THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING `I'H OI" IIG S 14. DIXON, P,E. weATHER KING PORTABLE BUILDINGS LOFTED BARN PWV SHED PLAN ALN 306M MSN Ig034 KcA 211410 1 DIXON EN&INEERIN6, INC. 760 PI SIBROOK ROAD SO 21592 ZII 035485 GAN 0343111 STURM E%2EtiR * AW 115P ao" - COA 81g5 HICKORY, KY 42051 WO 011436 TXN 10430 MDN 4Og05 110410 MAIN STREET 86&. M-6440 PAN 07gOOq VAN 04550 THONOT05A55A, FL 53M TN# 1121151 PLO 34222_ _ VOICE. 813-g82-9B85 FAX 813.982-230b OPTIONAL PORCH DETAILS F TIc:.NO..J�i�i�v/ z I:I:droll-8u8a:k ~'_ Ba4li4� Plnre T;mrulncr f7nrl" Cer1MAh 2 JDA 10/8/12 CHANGE WALL FRAMING TO SPF 02 1 JDA 8131,12 CHANGE FLOOR JOISTS, ADD PORCH OPTION 4 CHANGE WIND EXPOSURE EV BY DATE DESCRIPTION GUST OF 160 MPH. DATE. 04/0q/12 DRAM BY. CEB GtCKED BYE TAD SCALE. AS NOTED W.O. NO. 526-012 SHEET A-12 18 OF 18