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747 Vecuna Rd 2014 Shed Plans MAP SHOWING SU VEY . FILE COPT ; PAI S UNIT TWO A, AS RECORDED Ni :,. - PLAT-B=0:01�_731; FL0I�IDA. - - -- -- --- PUBLIC RECORDS OF DUVAL COUNTY, - t Q 10 20 4,0 SCALE: 1" = 20' BLOCK 14 I` LOT 17 h LOT 16 I ii LOT 18 � I FOUM IR-GN P1P_1_i'4 NOI S8537'27"E 80.69' (FIELD) I CAP CHAIN LINT: FENCE JQ 69 80.65' FOUf�ROta-PIPE- "2')� NO CAP 5' DRAINAGE AND UTILITIES EASEMENT d CHAIN LINK FENT -- 10.0' ETAL SHED CONCRETE'PAD ----4' CHAIN LINK FENCE t , 6 11 W R\1- - TOTAL PROPOSED AREA 198 SQUARE FEET i9 I ® ^ / \ ! VYNL'A/C PAD 1 Ld 12_1 -y UMP Q LOT 7 w LOT 5 0) 26.1' 3s.o' 1ss' °' 3: , W CN N 10.6' 1 — STORY F- cN w.r 00 BLOCK NA =h o o RESIDENCE CN Cn �� z C:) U 747 # o t 15.5' 1.3' 6.6' ® i 39.0' 15.7' �j 11 1 CONCRETE - - 25' BUILDING RESTRICTION LIP i 1 OVERED CONCRETE 1 ro p 3 06 ULi cp N �1 ox UG p1 FOUND IRON Z� PIPE Y2 NO CAP CHAIN LINK FENCE FOUND IRON PIPE 3' 11 NO CAP 412.60' —— — N85®37'27.W 80.65' N85'30'41"W 80.67F ( IELD \.o 60' RIGHT OF WAY NOTES: 1. THIS IS A BOUNDARY SURVEY. ' 2. BEARINGS BASED ON THE NORTH.LINE OF LOT 6, BLOCK 14 OF ROYAL PALMS UNIT TWO A, BEING SOUTH 85 '37'27" EAST, AS PER PLAT. 3. BUILDING RESTRICTION AND EASEMENT AS PER PLAT. 4. PROPOSED STAKED AREA 198 SQUARE FEET "° D WITHOUT THE SIGNATURE AND ®®�� W. ®®AT�RI�aHT, I�.S.�. NOT VALID FLORIDA LIC. SURVEYOR and MAPPER No. LS 32 THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 367: LICENSED SURVEYOR AND MAPPER." ==DATE: pp°�o 014 CHECKED BY: 11. T L lJ , I Co®DRA BY: JH FL®RIDA X41-555® FILE: 2014-0580 1500 ROBERTS DRIVE, JACKS®NVILLE BEACH, a� ARIA FOR APPROVAL STAMPS OP E C Y seal plans on 111e at NDI headquarbiv — ..e......_— - - -__ Y;.iu u+e+ur:..r'irL`+..r�a1c.-.e,c'+4'"'3.A'3..^'.tY.'3"»`;"✓Gx:;fs_.cfi�S.i,:ytt�;��T-.s�"t3��;�i'::�,:$:�s�i�- {"/ b tVy yUVLAS STREET f VALDOSTA, GA 51 C®1 els ��° .������ � _ 4141 N 3 PL?MAITS F01 -OW17I014,11 a nlei�a�rd[.1�ullork r Modl&r 13.1v Ing Plano dakzttprnee TcSorlJa CeriFa�r� 1''2`re_ u T31EMLNTS APID CMDI11t.NS. _ LLI'I=H�7Z ay:.�'�' _ .t����:.�G`l.�" 1 � "al plans co file id Nit hesdq UUtfift FOR STATE O1 _ - ra ' ® IPAWnndadapT84a n D9,61% CRiT6RIA Lomir to Wt S�edr� I. WIND VELOCITY I6o M,P.H, «t Constn: tan SHEET NUMBER SHEET TITLE llOW400 a 2. Bf11LDING CATEGORY 1 �S(raw�rc t l 3, WIND EXFOWRE y Gp G-I COVER SHEET t�✓ina ver— 4, INT, PRESSURE COEFFICIENT 1 D,Ib SFFLC3L'RAL S'Lli �u waS� 6-2 WIND LOADING JRattng Bt 5. ENCLOSURE CLASSIFICATION ENCLOSED 6. BASED ON HEIGHT 15 FEET G 3 NOTES 6Tfrr ' ° t �PD�ov�d OVERHANG NO 0-4 FASTENING 56HEOULE es-rr 8, FLOOR DESIGN LIVE LOAD 40 PSF 6-5 FASTENM SGHEI%E improv@i t4 d1IS 0*1cuffto tom" = OW E FLOOR DESIN DEAD OAl2 4 PSF G-6 FA5TENING 5GHEIA LE AuMc day vs pp,�ve any b i G x~` q. ROOF DESIGN LIVE LO 20 PSF A I FLOOR DEGKd FRAMING �mm the q Sw La+a ' -1 PSP Szo 110 ios PLANS U ROOF DESIGN DEAD L AD ,os � 10, WALL DESIGN DEAD LOAD 3 PSF lipa 11D 120 A-2 ROOF FRAMING PLANS r II. CONSTRUCTION TYPE V B r �- A-5 SHEAR WALL TABLE u�� sr - U 1So s s - ! I,. %M A-4 EXTERIOR ELEVATIONS �� � la. BUILDING OCCUPANCY - DOS 13. FIRE RATING EXT. WAL 5 D `/ - „i A-5 FRAMING ELEVATIONS 14. ALLOWABLE NUMBER F FLOORS 1 iso 140 t z3 Rx no A--6 FRAMING ELEVATIONS 15. THE CONTRAOTORMAt UFAGTURER MUST ` < ti z a A-1 FRAMING ELEVATIONS COMPLY WITH THE FOLLOWING CODES AND n 136 ALL OF THERE AMEND NT5/SUPPLEMENTS: A-a FRAMING ELEVATIONS �:,�! �.,_ � p»�r' vA A-1 SECTION d DETAIL -FLORIDA MILDING GOD - 2010 A-10 ROOF 5E6TION5 L. 140 A-11 DETAILS A-12 DETAILS z5 h�r:e,,ata r tur+io rvs,:,cern - A-13 DETAILS ,i, rs+n�� ,arae#v•r..rx.al o-„e r�au_ 1 , t14 4. DETAILS __ jr,~,.,x r,u..us,.r�+�s,lr,A•e.e:•xit,` Fri 170 ,� 170 r:c�n'l:ii6 M SAFE CES:G'1 YWO FFEEGS,Y=t FOR RN_,(C9rEGJRY t RV 1.0.NG$AIM OSItCA Si RUC5"F$ �4��LtlIIfllfll,��, J 116 i:,pflOfilo0.3;r.g0{!;G 1.L�E—EV:iD�.`!F! -> sem,' ��,f,` "�"9 '), ,-_, -1, REV 13Y DATE DE56RIPTION THE5E PLAN5 WERE DE5I6NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING FOk A ,�THI j SNI-1 T OF 160 MPH. ® , DIXON, GOOD PORTAB3 rm wAnHougims ;� : s ;r c4 DATE: 2/23/12 SHEET U '► DRAWN BY: JDA LOFTED BARN SHE �A _ s �. AL#3001 M5# 161034 KS# IIgB DlXON EN61NEERIN, INC, 100 VMLA5 STREET ® _ a 5G#21582 NG# 035gb5 GA# 34311 5TRKTWAL EMIIEER W ARD IW -GOA bl95 VALD05TA,GA 31601 ��, , I; �� CHECKED BY: TAD =' YEN#011g3b TX# 104353 MA# 05 10410 MAIN 5TREET PHONE: I-224-241-8805 s' / 5GALE: A5 NOT-ED y �9. PA#016100q VA#045593 THONOTO5A55A,FL 33582 ®YAR �H��T + �� L W,O, NO: 4q5 05-7 1 OF 20 TN# 1121bl FL# 34222 VOICE: 813-qb2-61885 FAA bl3-qb2-230b ARSA FOR,APPROVAL. STAMP F y I, I O O G r O F O O BUiLP'NODATA ASCE7•IOMW .b\£(pGfT t{�r� + v1fPFS',>ti£CCi71a��e,T, LO18 la r»w'q u*C{tAf i r-Eu-,i 5[�'+V-1-E rnn":rv�vi<cc-FtiE12l rc+ci[`ln sOt7 iE16Ihrs t':u tC=R 7 Favi?-v�.E 01$im) r.ya b-7 ti't S \ ....-.-1_ -•- / \ DES;GN W31iD t0AD3.1"ANDOhS,DOORS.COYPONENT3 AND C{ADDINO ly ,,,f....� Y,�'�.`° 11 F[� �A--•^,•^_.,•--•-- - ` ROOF WAli3 ,,�} � ,yR.:ly'.;.�'+q'•^^"' I:=4tRl ¢ GVF4F_LFfiti'a the -M [f:4vifS5:,,;cy;, L� ed JBY.�... F81 t. 41,5 .ht ��1 IO 31.1 .439 4 -615B / 1 20 793 41.6 4 .2 -58D tt}.".d" ' lA Cer ':1s'�;,O \�� 1 50 7ss -<Q7 4 .6 -546 1 IW 27.6 -391 4 .4517 Ga45E A 7 10 77.1 $t8 d S\\ CASE B 7 N 233 -74.7 S9 -747 2 'A 25.5 -72 2 .651 51 �9.6 / 7 1C0 216 657 -54.7 5 .9 62.9 3 10 3i2 -171.3 -124.3 5A -580 WIND LOAD MAIN WIND FORGE 7 N 22.3 .1127 -115.7 5 .5 62 3 57 7Ss -111.4 -104.4 PRE55URE DIAGRAMS 3 1W 22.6 07.D 56D k`a 1 N.tts: `1 �•f ,� t-itt¢t7ett7.<a:east5lne<n ubse ChcnaYrz Uzk47 rrtyb<.r.;en;laird,ckhtrrb,te yse tr<taJ • ��"e��( {Lt f�i"'4�r �'a±ed Hath llz bxu Cl}ta7:t area. FFFF I///���� 14F LJ 2F'lit4d ra.russ-er.:s'7;I,fl P-1-Neill towed a.," ai f-lt+tarfpte3,rfs�tt�ttlf. ® ■U�, 1 �pry� 3.Plitt Urei SA%r�a+e app`ed mrrr.allO d'a surta2 ■ 4.1111,10 preu:te4m¢d'agnms pry,+.dtd fu lC••re:V J^S 1-1, 66 tlV 5.FC41 frsm!rg mznt<n s1v'1 N dssN'ed t0 res[t IFx not kd:fr Lzva^pres:_res sFetdi3 6.FrN to:err,�s,(+vhz3.etc,than to Jeie'td for tt¢l,0 reLnire deign pre[nr¢. 7.pe.rnprtswrts s1Axn Shah 6z,V':?',dtry ns F'.' ,,;,teja"use fact,Irt:1an,b 74.1 d AICE7.10 to earitt�rlrg SUtst desy.n to ttnxlurai t1trPnu N b 1d.r.F, DESMNWIND LOWS.VMRS ME 007 ENCCOS£U BIt.CDfA'GS H5t6 i2 3' 3 2i 3 ZONES v��'-' A;r� lOAD �z 2s�tY5 tvn a-7¢tr�stFS rta y�U+t s.i Ca.SE A rr0 C D f F 6 H O5 1 49.1 -25,5 311 715.1 -530 -335 41.1 •26.0 d� ® to 1 55.4 23.0 35.8 -13.4 -59.0 -36.1 -41.1 -21.7 P ZQ 15 1 61.7 -10.4 41.1 -11.6 -590 -35.6 41.1 -17.4 ® TYPICAL if0 N 1 63.0 -17.9 45.4 79.9 -590 -41A -tl.l •31.2 ® 21 1 61.G 99 44.6 102 -27.3 -37-3 -19.8 -)OA O2 is x oa 7. 0,0- D.o 4..Ta ao5 1.5 Izs 30 m 45 I 55.7 37.8 43.9 L33 4.2 •735 I.5 -218 >7 to d5 2 55} 37.8 43,9 303 253 -166 18.4 •a 1.Fm a^Crl'.e t<a51Ct.'F':nVv.O{yi'sn arcre t'e Wf Fray W k2�i4:-rl,eUtirrlso,rcu Rn Y.af ,�i3'td w:15 rta baer erttite sxa ZME 2tr bipo tem then3s;4;3 to p{{zFJL,t-,} dr L-Scfrjhs-.a er¢' r zu.<,t3 jFq-26A-1) TYPICAL S.Ftt pv 29t UPS Ca aB7!h AS aa0=0 4.PEnaN ttirF 5' f 5yt'7 G'Rs•M e)aGvr)bMa'd&'d-d Ev�t,B tatjttlMS 'L's.r`-C-f.s7. 5 N?cit tvrF•E 10 lsss dt a FxSO.rrtvy ut C.1 wtvia a-,1 t W cd Cn W^J�r9.v"a��a:d G>.h+M tret:u¢o-t t•e ht/roe,;a q��4� 3 2.'� 3 3 2� 3 Ht;;m�,Nce oral..-,D o.=n.•n t�P.>tz.-„y e�,d fi,�,es,.n.sr,�,ya n[:K,_„t n=s�"ea.s:rn WIND LOAD COMPONENT AND CLADDING WIND LOAD COMPONENT AND CLADDING WALL PRE55URE DIAGRAM ROOF PRE55URE DIAGRAM t `\o 111I111!/��,��f � REV BY DATE DESCRIPTION THESE PLANS WERE DE5IONED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING GO©Ir, BUILDING f= °71a b 'fUST Or- i60 MPH. COOK PORTAIB1®E WAREHOUSES DATE: 2/23/12 5HEET DIXON,THOM446 14. LOFTED BARN SHED ; TA ;E DRAWN E3Y: JDA AL#30631 M5# 1`1034 K5# 211`18, DIXON ENGINEERIN, INC, IVA DOSTA,VOU6LASTREET ; ! 5G# 21592 NG#035985 6 #034311 5TMTWRAL ENC7INEERIN6 AND MTEGTION-GOA 8195 HONEt 15TAy 6A 31601 `� `+ CHECKED BY: TAD 4' WV#011`136 TX# 104353 M #40905 10410 MAIN 5TREET PNONEt I-229-241-8805 �Q PA#01`1009 VA#045593 THONOT05A55A,FL 33592 SCALE: A5 NOTED TN# 112161 FL#34222 VOICE: 013-`102-9385 FAX; 813-982-2306 WIND XADINC ��!/ j N W.O. NO: 495-051 2 OF 20 (67ENE ter/ INOTE5 ', S 1. TH15 STRU �1R W 5 DEa16NED IN IN ACCORDANCE WITH THE 20i0 FLORIDA BUILDING CODE, BUILDING (F.B.G.) y 5 2. ALL MATE AL5 AND LABOR 5HALL B IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFAGT E. } 3. WRITTEN DI N510N5 SHALL TAKE PRE EDENGE OVER SGALED DIMENSIONS. 4. THE FOUND TION PLAN 15 A SEPARATE 5ET of PLANS FOR APPROVAL BY LOCAL MUNIGIPALITiES. 5. EXTERIOR IMEN51ON5 CAN VARY BET FEN LIMITS SHOWN AT 2' 0.6. BUT MEMBER SPACING 5HALL NOT EXCEED LIMITS A5 INDICATED. 6. ALL THE F LOWING LUMBER 5HALL B PRE55URE TREATED IN ACCORDANCE WITH AWPA U5E CATEGORY U64B (GROUND CONTACT, HEAVY DUTY): 5KID5 1. ALL THE F( LOWING LUMBER 5HALL B PRE55URE TREATED IN ACCORDANCE WITH AWPA U5E 6ATE60RY UG3B (EXTERIOR ABOVE GROUND, UNGOATED OR POOR NAT R RUNOFF): FLOOR J015T5, PLYWOOD FLOOR DEGKIN6, AND EXTERIOR RATED WOOD STRUCTURAL PANEL 51DING. 7 f�Z _ S. ALL FASTE TR5 AND CONNEGTORS IN ONTAGT WITH PRE55URE TREATED WOOD 5HALL BE HOT DIPPED GALVANIZED (6185) OR STAINLESS STEEL. � a. ALL WINDO WITHIN 24 OF DOORS, AND ALL GLASS IN DOORS 5HALL BE SAFETY TEMPERED OR ACRYLIC PLASTIC SHEET. 10. FOR ROOF WITH ASPHALT 5HIN6LE5 AND A SLOPE BETWEEN 2 TO 12 AND 4 TO 12 5HALL HAVE A DOUBLE UNDERLAYMENT APPLICATION A5 REQUIRED IN �proved x F+idsard i �uuacl AGGORDA RE WITH SECTION 150-1.2.8 OF THE 2010 F.B.G. sduWRuUdingPiaW&=A=ItU60eertdCrateshlt' 11. UNDERLAY flNT 5HALL CONFORM WITH SEGTION 1501.2.3 OF THE 2010 F.B.G. l2. ASPHALT 5 itNOLE5 5HALL CONFORM V ITH SECTION 1501.2.5 OF THE 2010 F.B.G. ATTACHMENT OF ASPHALT SHINGLES 5HALL CONFORM WITHI5o1 1 OF a THE 2010 F 1 G. 13. FASTENER OR ASPHALT 5HIN6LE5 511ALL CONFORM TO SEGTION 1507.2.6 OF THE 2010 F.B.G. 14. TIE-DOWNS ALL MEET THE REQUIREM NT5 OF ALL APPLIGA13LE GODES. 15. THESE PLAI HAVE NOT BEEN DE516N D FOR HVHZ REQUIREMENTS A5 5ET FORTH IN THE 2010 F.B.G OR FOR U5E A5 A COMMER61AL BUILDING, 16. THE GONTR TOR 5HALL BE RE5PON51BLE FOR VERIFYING ALL EXI5TIN6 t� GONDITIONS, 1 11. THE GONTR TOR 5HALL BE RE5PON5JE3LE FOR DELIVERY AND PLACEMENT OF LAWN 5TORA6E UNIT TO INSURE THE INTEGRITY OF THE BUILDING AND IT5 PROvD0 i GOMPONEN PARTS. 18. NO FIELD R /1510NS TO ANY STRUGTU AL COMPONENTS OR DEVIATIONS FROM THESE PRANINC25 5HALL BE MADE, DOCUMENT lel. THE OWNERSND THE CONTRACTOR 5H LL HOLD HARMLE55 THE ENGINEER FROM AND A6AIN5T ALL LIABILITY GLAIMS, DAMAGES, L055E5 AND EXPEN5E5 INCLUDING GAL FEES ARISING OUT O OR RESULTING FROM ERRORS OR OM15510N5 IN THE PERFORMANGE OF THE WORK BY THE CONTRACTOR. 20, SECTIONS D DETAILS ON THE DRAW[165 ARE INTENDED TO BE TYPICAL AND 5HALL APPLY AT ALL SIMILAR LOGATIONS, UNLE55 OTHER SEGTIONS AND DETAILS AF E: SPEGIFIGALLY REFEREN ED. 21. REFER TO �J PLIED FA5TENIN6 SGHE P LE FOR FASTENIN6 BASED ON CONNECTION AND LOCATION OF MEMBERS A5 PER 2010 FLORIDA BUILDING CODE 3 TABLE 230 ;9.I UNLESS NOTED OTHER 15E. 22. BUILDIN65 I AVE BEEN DE516NED FOR I.P 5MART5IDE PRE61510H PANEL 51DIN6, LP SMARTSIDE PREG151ON LAP 510IN6 5HALL NOT BE USED. _ 23. FASTENERS 1p LP 5MART51DE PREG151 N PANEL 51DIN6 MUST NOT BE 1N5TALLED IN PANEL SIDING 6ROOVE5 IN THE FIELD OF THE PANEL 510IN6 OR WHEN THE PANEL JDIN6 GROOVES OCCUR A GUT E06E5 OF THE PANEL 510IN6. btgitally oedby a 1 TO 1 F EVALUATION RE ORT DITIONAL DATA AND 5P GI�(\GU B 1 '� I5 - 1 J1�N`�. Thomas lynn �15. MAX OP NI �5 ID FiS'M�l �7:'O�M'1�L 1H� E516N RATIOS A5 PE ANST/A' �A�D 5-20 8, UILDiN65 HA e EN DE 16NED TO HAVE ONLJ bN:cn= �masA �9PE IN65 �H MAX WIDTHS IN ENDWA L EQUAL To T���F 1 I�JH N��D�IAj., �11}�G�I`A1 � ����Ja °,yinee Sint, 26. A5 PE I N�7 5��)�F-L-BR R �T��TORA6E SHEDS THAT ARE NOT DE516NEE�FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA au, N OF 120 5Q RE FEET OR LE55 ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY NIND-BORNE-DEBRIS-IMPACT STANDARDS OF THE FLORIDA emaikt dlxon engineeri:t9inc. BUILDING G TSE. IN ADDITION, SUGH BUIL DIN65 THAT ARE 400 SQUARE FEET OR LE55 AND THAT ARE INTENDED FOR U5E IN GONJUNGTION WITH m,c-us ONE-ANP-TIFAMILY RE5IDENGE5 A NOT SUBJEGT TO THE DOOR HE16HT AND WIDTH REQUIREMENTS OF THE FLORIDA BUILDING GODE:. bate:20 . 21. BUILDIN65 9-FAMILY BEEN DE516NED TO H VE ANGHORS DIRECTLY ATTAGHFD TO ALL FOUR CORNERS OF THE BUILDING TO RE515T TENSION FORGES FROM oe:ao:as soo u LATERAL W JD LOADS. TI-115 DE516N CONSIDERATION MUST BE MADE BY INSTALLER WHEN ATTACHING ANCHORING 5Y5TEM TO BUILDING. 28. UNLE55 NO OTHERWISE, ATTAGH AL MANUFACTURED PRODUGTS IN AGGORDANGE WITH MANUFAGTURERS SPEGIFIGATIONS. rE X11 O^n. •. O'�j,, SITE INST ;L.L�� ITEMS OGGUPANGY NOTE: No 34222 NOTE THAT THIS 1ST DOES NOT NEGE55ARILY LIMIT THE ITEMS OF WORK AND THI5 BUILDING 15 NOT PE516NL-D FOR HUMAN HABITATION AND DOES NOT HAVE RUNNING ; �k MATERIAL5 THAI 14AY BE REQUIRED FOR A CAM LETE INSTALLATION, ALL NATER OR SANITATION SERVICES. THI5 BUILDING 15 DESIGNED AS A UTILITY SHED To C 51TE RELATED I 115 ARE SUBJECT TO LOCAL JJ 15DIGTIONAL APPROVAL. STORE LAWN EQUIPMENT SUCH AS WEEL BARROWS,6ARDENIN6 SUPPLIES,FLOWER POTS,AND CARDBOARD BOXES WITH VARIOUS SMALL ITEMS. �3,; STATE OF / d I.THE COMPLETE OUNDATION SUPPORT AND TIE- OWN SYSTEM. Q . (V �� 2.RAMPS,STAT ;l AND GENERAL ACCESS TO THE BUILDING IF NEGE55ARY. '.�'� '•;�( � •'��,��` 3. 6UTT1=R5 AND QWN SPOUTS ON ALL BUILDIN65 WITH EAVES OF LE-55 THAN jiffs •.� ••' C?��� I GB 3/22/12 GHAWE NOTE REFERENCE 6 INCHES HOR ONTAL PROJECTION EXCEPT F 6ABLE END RAKES. %�N A +�-' �`i REV BY DATE DESCRIPTION THESE PLA 45 MRE DE516NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING POR A THREE 5ECOND GUST OF 160 MPH. P THIC 4, I �, COOK PORTABLN WAIRIEHOUSI3 DATE: 2/23/12 SHEET LOFTED BARN SHED DRAWN BY: JDA AL#30631 M5#19 K5#201 5 DIXON 1;N61NE RIN, ING. 100 DOUGLAS 5TREE7 5G#21592 NG#03E 10 6A#034311 5WT012A1.E%IWTJM AHD II&EGTION-GOA 81`15 VALD05TA,GA 31601 CHECKED BY: TAD WV#011936 TX# 104 53 MA#40805 10410 MAIN 5 ET PHONE: I-229-241-8805 a PA#019009 VA#04 �3 THONOTOSASaA FL 33592 SGALE: A5 NOTED TN# 112161 FL#M2 !2 VOICE: 813-982 9855 FAX: 813-982-2306 NOTES W.O. N0: 4q5-057 3 OF 20 ARBA'FOR-tAPPROVAL WAMPS FASTENING SCHIDULN CONNECTION FA5TFNINC7a' k LOCATION 1. JOIST TO SILL OR 61RDER 3 - Sd COMMON (2 1/2" x 0.131") 3 - 3" x 0.131" NAILS TOENAIL -a, 3 - 5" 14 GAGE STAPLES U 2, BRID61N6 TO J015T 2 - 8d COMMON (2 1/2" x 0.131") 2 - 3" x 0.131" NAILS TOENAIL EACH END 2 - 3" 14 GAGE STAPLES ' 3. 50LE PLATE TO J015T OR BLOGKING 16d (3 1/2" x 0.135") AT 16" O.G. 3" x 0.131" NAILS AT b" O.G. TYPICAL FACE NAIL � � C.l 3" 14 6A6E STAPLES AT 12" O.G. 4, 50LE PLATE TO J015T OR BLOCKING AT 3 - Ibd (3 1/2" x 0.135") AT 16" O.G. woe-__,�`�: y1�aya Ho - uu' BRAGED WALL PANEL 4 - 3" x 0.131" NAILS AT 6" O.G. BRAGED WALL PANELS 4 - 3" 14 GAGE 5TAPLE5 AT 12" O.G. Rithilyd L Bullodt 5. TOP PLATE TO STUD 2 - Ibd (3 1/2" x 0.162") Wdul$r T3 Ina Plans rNav Fllux TlorlrrJa Cetii&sM' 3 - 3" x 0.131" NAILS END NAIL 3 - 3" 14 6A6E STAPLES LEI b. STUD TO 50LE PLATE 4 - 8d COMMON (2 1/2" x 0.131") 4 - 3" x 0.131" NAILS TOENAIL 3 - 3" 14 GAGE STAPLES 15 2 - Ibd COMMON (3 1/2" x 0,1629 u 3 - 3" x 0,131" NAILS END NAIL , 3 - 3" 14 6A6E 5TAPLE5 7, DOUBLE STUDS 16d (3 1/2" x 0,135") AT 24" O.G. rlA PPR U Wb '' 3" x 0.131" NAILS AT W O.G. FACE NAIL 3" 14 6A6E 5TAPLE5 AT 12" D.G. Q CUME S. DOUBLE TO PLATES 16d (3 1/2" x 0.135") AT 16" O,G. 3" x 0,131" NAIL5 AT 12" O.G. TYPICAL FACE NAIL 3" 14 6A6E STAPLES AT 12" O.G. b - 16d COMMON (3 1/2" x 0.162") 12 - 3" x 0.131" NAILS LAP SPLIGE ' 12 -- 51114 6A6E STAPLES q. BLOCKING BETWEEN JOISTS OR RAFTERS 3 - Sd COMMON (2 1/2" x 0.1319 TO TOP PLATE 3 - 3" x 0.131" NAILS TOENAIL - 3 - 3" 14 6A6E 5TAPLE5 !O. RIM JOIST TO TOP PLATE Sd (2 1/2" x 0.131") AT 6" 0.6' 3" x 0.131" NAILS AT b" O.G, TOENAIL 3" 14 6A6E STAPLES AT b" O.G. 11. TOP PLATES, LAPS AND INTERSECTIONS 2 - Ibd COMMON (3 1/2" x 0.162") 3 - 3" x 0.131" NAILS FACE NAIL 3 - 315 14 GAGE STAPLES 12. CONTINUOS HEADER (2) PIECES !bd COMMON (3 1/2" x 0,162") 169" O.G. ALONG EDGE (CONTINUED) rn ��t11�I�11�11/ REV BY DATE OE56RIPTION 4 THESE PLANS WERE DE516NED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING Fol' { , ' ,.GUST DF 160 MPH. l I � COOK PORTABLE WARSHOUSi �- � '�/ ':�. � �,y `� DATE: 2/23/12 SHEET i LOFTED BARN SHED AM AL#3063"1 M5# Ig034 K5# llg8 DIXON EN6INEERIN, INC. loo DOU6LA5 STREETol DRAWN BY, JDA5G#2 i5<12 NG# 035x85 GA# 343-11 5TWTURAL EMINEMWi AND lffffCTION-o0A 8185 VALDOSTA,6A 31601 � I!s���r ��_ CHECKED BY: TAD4.¢' 1#O 1fg3b TX# 104353 MA# 05 10410 MAIN STREET PHONE, 1-22q-241-8805 ® 1^lV 56 LE: AS NOTED u PA#OlgOOq VA#045583 THONOT05A%A,FL 33582 `a q`� a 4N°' TN# 112761 FL#34222 V01GE: 813-882-8885 FAX: 813-q82-2306 FASTENING SCHRDUI R �,v �0 � , �` N.O. NO: 4 4 OF 20 Al liA'FO.R:A PROVAI: STAMPS CONNECTION FA5TENIN6c,, k LOCATION 13. CEILING J0I5T5 TO PLATE 3 - 8d COMMON (2 1/2" x 0,131") 5 - 3" x 0.131" NAILS TOENAIL 5 - 3" 14 6A6E STAPLES 14, GONTINOUS HEADER TO STUD 4 - 8d COMMON (2 I/2" x 0.131") TOENAIL 15. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" x 0.131"9 3 - 3" x 0.131" NAILS TOENAIL 3 - 3" 14 GAGE STAPLES SSl 16, 1" DIAGONAL BRAGS TO EACH STUD AND 2 - 8d COMMON (2 1/2" x 0,131") PLATE 2 - 3" x 0,131" NAILS FACE NAIL 3 - 3" 14 GAGE STAPLES (,' J-7- 11. BUILT-UP CORNER 5TUD5 Ibd (3 1/2" x 0.135") 24" O.G. "� � 3" x 0.131" NAILS 16" O.G. ft-jaavA L.Puliacic c 3" 14 GA6E STAPLES 16" O.G. �. B�� €yu1�1h�Plops�kr�u�inor�lor3tla Ce�'f�za�a}�.f�r�t�;: 18A. BUILT-UP 61RDER AND BEAM5 20d COMMON (4" x O.Ig2" 32") O.G. FACE NAIL AT TOP AND = 3" x 0,131" NAIL AT 24" O.G. BOTTOM 5TA66ERED ON 3" 14 GAGE STAPLE AT 24" O.G. OPPO51TE 51DE5 u 2 - 20d COMMON (4" x O,ig2") FACE NAIL AT ENDS AND AT „ 3 - 3" x 0,131" NAIL EACH SPLICE ' 3 - 3" 14 6A6E STAPLE Iq, COLLAR TIE TO RAFTER 3 - IOd COMMON ( 3" x 0.148") j. ro 4 - 3" x 0.131" NAILS FACE NAIL it 4 - 3" 14 GAGE 5TAPLE5 20. ROOF RAFTER TO 2--13Y RIDGE BEAM 2 -- Ibd COMMON (3 1/2" x 0.162") DOCUMENT 3 -- 3" x 0.131" NAILS TOENAIL OR FACE NAIL 3 - 3" 14 GAGE STAPLES 21. JO15T TO BAND J015T 3 - Ibd COMMON (3 1/2" x 0.162") 4 - 3" x 0,131" NAILS FACE NAIL Q 4 - 3" 14 6AOE 5TAPLE5 (CONTINUED) ss c n1 fi 1 f i REV BY DATE DESCRIPTION E I THE5E PLAN5 WERE DE51ONE0 IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING GODS, BUILDINND 6U5T OF 160 MPH. L fXON, C®��c ® T B�ArRm NWARMH®Use ' , o. , , =, DATE: 2/23/12 sIT �t4�,t ca c; 30631 M5# IgO34 K5# 211 8 DIXON ENOINEERIN, INC. 100 VOU6LA5 5TREET , = f =T DIZAINN BY: JDA 21512 NG#035885 GA#03 311 WWWA ENGINEERING AND I1�5PECTION-LOA 8195 �. a ' t vALDoSTA,6A 31601 G' � �� �U � GI•IEGKED H�': TAD # oft 011136 TX# 104353 MA# 05 10410 MAIN STREET PHONE: 1-22q-241-8505 d' �'r' - � �+��� ' SCALE: AS NOTED Q#01g00q VA#045583 THONOT05A55A,FL 33582 # il2lbl FL#34222 VOICE: 813-182-g885 FAX: 813-182-2306 FAST�NING� eCHISDULIS (CONT.) ��� w �,,SC F,1�°:a`� W.O. NO: 4q5-05-C 5 OF 20 STAMPS CONNECTION FA5TENIN(5a' k LOCATION 22, WOOD STRUCTURAL PANELS AND 1/2" AND LE55 6,d-,J PARTICLEBOARD' 500FLOOR, ROOF AND 2 3/8" x 0.113" NAIL' WALL SHEATHING (TO FRAMING) 15/4" Ib GACV 15/32" TO lq/32" 8d COMMON (ROOFS IN 110-140 Ls Vc:sd MPH EXP "B") SINGLE FLOOR (COMBINATION 19/32" TO 3/4" 8dd OR bd6 b INCH O.G. EDGES AND ' 2 3/8" x 0.113" NAIL`S INTERMEDIATE, 4" O.G. AT SUBFLOOR-UNDERLAYMENT TO FRAMING) COMPONENT AND CLADDING 2" Ib GAGE` EDGE STRIP # ZONE 3 `> `!/8" TO I" 8d` [REFER TO FIGURE 30.5-I OF :, :: d e A5GE -1� 1 ) {o ( v P4�n NQ• '? 1 `� o> 1 1/8 TO 1 1/4 fOd OR 8d ,t . u 3/4" AND LE55 bdB L,}�ullac� 118,11 TO III ASoA �ak�l� Plansa�las+�nok k9or�dA Ct e4t i.:�:. 11/8" TO 1 1/4" IOdd OR 8de <> 23. PANEL SIDING (TO FRAMING) 1/2" OR LE55 bd, 24. FIBERBOARD 5HEATHIN69 1/2" NO. II GAGE ROOFING NAILh bd COMMON NAIL (2" x 0.113") NO 16 GAGE STAPLE' 25/32" NO. 11 GAGE ROOFING NAILh Sd COMMON NAIL (2 1/2" x 0.131") yR NO 16 GAGE STAPLE ciltiPCt} ,� a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED, QENT b, NAILS SPACED AT 6" O.G. AT E06E5, 12" AT INTERMEDIATE SUPPORTS EXCEPT b" AT SUPPORTS WHERE SPANS AR 48" OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305 FBG. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. r c. COMMON OR DEFORMED SHANK (bd - 2" x 0.113";Sd - 21/2" x 0.131"; IOd 3" x 0.1489• _ d. COMMON (6d - 2 x 0.115";8d - 2 1/2 x 0,131 ; 10d3" x 0.148"). e. DEFORMED SHANK ((9d - 2" x 0.115";8d - 2 1/2" x 0.131`; IOd 3" x 0,148"). f, GORRO510N-RE515TANT SIDING (bd - 1 1/8" x O.IOb";8d 2 3/8" x 0.128") OR CASING (bd2" x 0.Olq";8d 2 1/2" x 0J159 NAIL. �. FA5TENER5 5PAGED 3" O.G. AT EXTERIOR EDGES AND 6" O.G. AT INTERMEDIATE SUPPORTS,WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6" D.G. ON THE E06E5 AND 12" O.G. AT INTERMEDIATE SUPPORTS FOR NON5TRUGTURAL APPLICATIONS. h. CORRO5ION-RE515TANT ROOFING NAILS WITH `1/16" DIAMETER HEAD AND 1 1/2" LENGTH FOR 1/2" SHEATHING AND 1 3/4" LENGTH FOR 25/3" L SHEATHING. L CORR05iON-RE515TANT STAPLES WITH NOMINAL 1/I6" GROWN OR I" GROWN AND 1 1/4" LENGTH FOR 1/2" SHEATHING AND 1 1/2" LENGTH FOR 25/32" SHEATHING. PANEL 5UPPORT5 AT 160" (20" IF STRENGTH AXI5 15 THE LONG DIRECTION OF THE PANEL, UNLE55 OTHERN15E MARKED). �. FOR ROOF SHEATHING APPLIGATION5,8d NAILS (2 1/2" x 0.113"9 ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. k, 5TAPLE5 SHALL HAVE A MINIMUM GROWN WIDTH OF 1/16". I. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4" O.G. AT E06E5, 8" O.G. AT INTERMEDIATE SUPPORTS. . FA5TENER5 SPACED 4" O.G. AT EDGE5, O.G. AT INTERMEDIATE SUPPORTS FOR 5UBFLOOR AND WALL SHEATHING AND 3" O.,�t� m 8" Pj EDGE5, 6" AT INTERMEDIATE 5UPPORT5 FOR ROOF SHEATHING. `( n. FA5TENER5 5PAGE0 4" O,G. AT EDGES,8" AT INTERMEDIATE SUPPORTS. ��'�!� ALAN REV BY DATE DESCRIPTION ,' THE5E PLANS WERE DE5I6NED IN AGGOROANOE WITH THE 2010 FLORIDA BUILDING CODE, BUILD,NG P,`Ol ij. S Ce GUST OF i60 MPH. COOK PORTABLIE WARSHOUSPEg ,, � t6� MSHEET DATE: 2/23/12 LOFTED BARN SHED � AL#30631 M5# 1`1034 K5# 21198 DIXON EN6INEERiN, INC. 100 DOt1GLA5 STREETns x. aDRAWN BY: JDAAam 5G# 21592 NG#035q 5 GA# 0343-11 5TWTURAI_ENGINEERING AND INSPECTIONGOA 8185 vALDoSTA,6A 31601 �� �� � +� �/ CHECKED BY: TAD � WV#011936 TX# 10435 MA#40905 10410 MAIN 5TREET PHONE: 1-22G-241-8805 1/ �� i��'+ PA#419009 VA#045 3 THONOT05A55A,FL 33592 1 s SCALE: A5 NOTED TN# 112761 FL# 3422 VOICE: 813-982-98t�5 FAX: 813-982-230b FASTENINGS SCHSDUZ (CONT.) --' � LK0::No--. 4q5-0-5-1 5 OF 20 I '-ARNAI.t CR APPROVAL STAMPS BAND J015T IZE AND 6 D — O SAME A5 FL OR JOIST USED (3) 2x4 P.T. S,Y.P. 112 OTE: SEE IIA-1 FOR ADDITIONAL NOTES NOT 5HOWN -! 4x6 P.T. 5.Y,P. FLOOR JOIST AT #2 SKIDS END WALLS _ m 4xb P.T. 5.Y,P. ry o #2 SKIDSwwww m 2x4 P.T, S.Y.P. #2 ---� >, JOISTS AT 16' O.G. = _N _ 2x4 P.T. 5,Y,P. #2 MAX PULLING BLOCKU Ll ` S 4x6 P.T. 5.Y.P, #2 5KID5 N sn DeLe m .s Ylau N{u. °3N 4ts .._._.. ..,_..._. .. 8'-O" TO 231-1111 4x6 RT. 5.Y.P. #2 SKIDS �_ f(1 RI�Tu�y]L.?3uUactr �✓ l R uT UL01ng I lans Eaten lnar 1 larlt)a f rrlt�s n.a' ?: :e.; Q A-II i'-11 1/2" WIDE UNIT WITH 2 SKIDS PLAN I q-1I 1/2 WIDE lo'-O" TO 2(1-cl u 1 FLOORFRAMING I NV 11'-O" WIDE 12'-0" TO 32'-0" A-! SCALE. 1/4" = 1'-0' q'-II 1/2" 4 II'-O" HIVE UNIT�WITH 4 SKIDS 2 1� L i I3 I� LAN EXAMPLE DRAWIN65 ARE OF A 20' LENGTH UNIT A-I SCALE, 1/4' = 1`-0" S�! 413„ 48" I 48" v 48" v 48" 24" 24"' 24" 24" 24" 24" 24" 24" 24' Ill24" "APPIl DOCUMENT 2x4 5.P.F. #2 VERT, WALL _ 5TUD5 AT 24" D.G. WITH 5/8" PLYWOOD v DOUBLE 5TUD5 EVERY O 48" OG FLOOR DEGKIN6 SEE VARIOUS END SEE VARIOUS END HALL--\ _ WALL SECTIONS FOR SECTIONS WITH DOORS VERTICAL WALL STUD FOR VERTICAL WALL N LOCATION STUD LOCATION DOOR AND WINDOW r LOCATION AND MAY VARY. SEE NOTE 25 ON SHEET 6-3 2x4 5.P.F, #2 BOTTOM PLATE a> 8'-O" TO 32'-0" 3 FLOOR DICK lm�AN A-1 SCALE; 1/4" = 1'-0" REV BY JJ3ALE DESCRIPTION THF5E FLANS WERE PE516NEP IN ACCORDANCE WITH THE 2010 FLORIDA BUILDIN6 6ODE, BUILDINGUST 01= 160 MPH. cs U �®®� AOR WAR5�®uSIS ' ; DATE: 2/23/12 SHEET IX �i LOFTED BARN SHED ` AL#30631 M5# 18034 KS# II"18 DIXON EN6INEERIN, INC. loo Dou6LAs STREET `, ' 'ifA i � DRAWN BY: JDA 5C#2"1582 NC#035g85 6A# 34311 STMTWAI.ENGINEERING AND%K6TION-GOA 81`15 VALDOSTA,6A 31601 � �� t� .+ � jt� CHECKED SY: TAD L14 WV#O11g3b TX# 104353 MA# 05 10410 MAIN 5TREET PHONE: 1-22q-241-8805 .,,�� �1 I t ` 11 PA#01gOOq VA#045583 THONOT05A55A,FL 335"12 Y d•. SCALE: A5 NOTED TN# N2161 FL#34222 VOICE: 813-q82-g885 FAX: 813-q82-2306, PLOOR DECK ,SND FRAMING PLANS ' ��C)� �,4: �\� W.O. NO: 4q5-057 -1 OF 20 II ' I ARKA-voR.APPROVAL STAMPS sn SLOPE j DOUBLE TRUSSES PRE-ENGINEERED a �y AT ENDWALLS TRU55E5 AT o SEE DETAIL IIA-12 24" O.G. j — RIDGE n 2x4 S.P.F. #2 —� TOP PLATE Rkch�ird L.BuEtoek A dui&r 13u"i:ig plans rm1n:Snor Ftortdz i 8`-O" TO 32'_0" U N CA-. M I IBJ LA � 2x8 S.Y.}'. #2 —RoopTPLATE SCALE: 1/4" = 1'-0" PRA �t 20'-O" - i m 24" 24" 24" 24" 48" 24" 24" 24" 24" ,n 1 • DOCU NT BOTTOM CHORD OF — — PRE-ENGINEERED TRU55 N \ / OPEN TO e ; BELOW a I .i. I ,a 2 iiflt � A-2 SCALE: 1/4, = 1'-0" a, j �;�a ` °' tJ1� REV BY DAT) DESCRIPTION L� THESE PLANS WERE DE516NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING 00 E, BUILDING E t- 000G05T OP 160 MPH, t�, DIXON, COOK PORTABB B WARSHOUSS6 � _ _ '`` ;r.� DATE: 2/23/12 SHEET LOFTED BARN SHED ! �' ` �lFi� 0 ,' ! DRAWN BY: .IDA 4 30631 M5#i 39034 K5#2119 DIXON ENC�INEERIN, INC, loo Dou6LAS STREET f #21592 NG#035985 GA#034 71 STRllGTURAI ENGI BERING AND INSPECTION-CAA SI95 VALDoSTA,GA 31601 1 �®®���` ' �1 , a�` CHECKED BY: TAD #071936 TX# 104353 MA# 409 5 10410 MAIN 5TREET PHONE; 1-224-241-8805 -.— — �� -� � , ��` s 014009 VA# 045593 THONOT05A55A,FL 33592 SCALE: A5 NOTED q 112761 EL#34222 VOICE: 813-982-9885 FAX: 813-482-2306 ROOp FRAMING nAN54q5-05' 8 OF 20 i ' I ' i AR04 OORyAPPROVAL:STAMPS CH ART MAX LE SITH OF BU I LP I NO L ® ENING �/�� I"1/��[[ �l�l V�1�1� A aved By I l l THS IN I / I I I RichardExwo L.bullockWid Y�I PTN ®UTA I SNI Tf� �/I 6�[ I��� II , j� l�rrjtding Piaa� Florida CerliFicate ShlPRD9, ONALL Icl/52" TI-11' 2 SMART�- OSE3 ON INTERIOR 5MARTPAN L PANEL 4 OF NALL i NONE 23'-i0" 23' 10" 23'-1Q" "APPROVED T-(l I/2" 3`-O" MAX 23'-loll 23'-IO" 23'-ip" 231-IQ" DOCUMENT ci(I-011 231_1011 2 f 1-1 1 11 23I-loll I n I " I Il Digitally signed b NONE 2q -l0 2q -10 2q -10 g" v 9 Y Thomas A Dixon DN:cn�Thomas A 3'-o" MAX 2q'-10" 2q'-10" 2q'-10" Dixon,o=Dixon Engineering Inc, q'-Il 1/2" 4'-O" 2q' IO" 2q'-10" 2q'-IO° 2q'-10" °. - email=tom@d[xon 1 a 1 u I ll I 11 engineeringinc.co ts 6 O 2q -10 21 11 21 -10 m,c=us m Date:2012.03.22 �1_Q11 251_811 161-411 201_1011 08:39AI-05'00' NONE 321-0" 321-011 321-011 ' tF 5 A. c 1 I€ 1 ll I it 1 11 ,i11��O.�\�,E N 5�;. 0 I I' 011 4 -O MAX 32 -O 32,_011 32 -O 32 -O 1 " I 1€ I u 1 n „ : No 34222 6 -O 32 O 2-1 -q 32 -O s I-011 1-OII f- II1 32 22 F II r' 28 4 NOTES: ��'.� STATE OF :��/: I. Ig/32" TI-II 50ALL BE FASTENED WN6 Sd COMMON OR DEFORMED NAIL5 AT 6" O.G. IN FIELD AND 3" O.G. ALONG ALL PANEL E06E5. ���` '�� O R �?••'��ti% 2.' 3. I//32' P MARTPAN) L SHALL0,513 5HALL BE DB> FASTENED 115 N6 &d COMMON OR DEFORMED IEFORMED NAILS AT 6" O.GD � IN F� YLD AND 3" O.G. ALONG ALLIto o i 5HEARWALL PANEL E126E5. 4. N/32" LP 5MARTPANEL SHALL BE FA5TENED U51N6 5d COMMON OR DEFORMED NAILS AT 6" 0.6 IN FIELD AND 2" O.G. ALONG ALL A-3 SCALE:N.T.S PA1�E-1,�z� r'� ��/���r-�r--��r~•�,-�/-�r� WINDON5 AN6D6RS MAY B1 LOCATED IN EITHER THE 51D L R D1 L. DOOR5 ARE PERMITTED TO BE IN BOTH ENDWALL3 j OR ENDNALL AND 51DE WALL IF REOUE-5TED BY 05TOMER. LIMITATIONS ON THE TOTAL OPENING DIMENSIONS IN 51DEWALL5 SHALL � -BA5FD ON A MAXIMUM TOTAL OPENING WIDTHS OF(2/3)OF TOTAL LENGTH OF BVILDW6. ��. J��� / I GB 3/22/12 GHANGE NOTE DETAILS `�-,, REV BY DATE 0E5GRIPTION THESE PLANS NERE D1+516NFD IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING FOR A THnF_ SECOND OUST OF 160 MPH. -17tH-CMAS 4, COOK PORTABLEWARRHOUSMS DATE: 2/23/12 5HEET DIXON/ LOFTM BARN 5HED DRAWN BY: JDA AL# 631 M5# I9034 K5#21188 DIXON ENGINEERIN, INC. 100 DOl1GLA5 5TREET N 5G# ,IM2 W,#035gb5 (5A#034311 5TUGTWk EWIWM%AND INSPECTION-CDA 8145 VALD05TA,6A 31601 CHECKED BY: TAD WV# 7113b TX#104353 MA#40805 10410 MAIN 5TREET PHONE 1-228-241-8805 PA# 1g00g VA#045583 THONOT05A55A,FL 33582 SGALt l A5 NOTED ;- TN#I ?161 FL#34222 VOICE: SI3-882-8885 FAX: 8l3-882-2306 SHEAR U1Al � ABLW.O. NO: 4q5-05� q OF 20 i li i A5PHALT2q GA, L. 5HINGLE5 PANE r Y- cn S� •a, s�a 0 r� 'C' J '1 Richard L.Bullock a ri� 13afd ilt Pians T��snlrtor Florio cerlba"a w�LiA LOFTED BARN I BIDS ILIVATION EXAMPLE DRAWING 15 OF A 20' L_ENOTH UNIT A-4 SCALE: 1/4" 75 Xa ND! MEN LO-Tr7= {o v - I E I la. 'o -5 _ _ _ — — — =III=III=III=111111 II �;._— -�II!_IIl=1' -1III1111111111111=111= �,.._.. —€llfl , 'r °<s EXAMPLE DRAWING 15 OF A II' LOFTED BARN EXAMPLE DRAWING 15 OF A II' WIDE UNIT W/ 2-0" DOOR2 WIDE UNIT N/ 7'-O" DOOR I� WI I A-4 SCALE: 1/4" -- 1'-0° { = , A� s, REV BY DATE DE5GRIPTION is FA JJ' THE5E PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING FOR A THRF,., brr� �1'' �-.160 MPH. COOK PORTABLE WARImHOSIs Q�TE: 2 23/12 SHEET LOFTED BARN SHED Nc AL#30631 MS# Ig034 K5# 211g8 DIXON EN6INEERIN, INC. 100 DOU61-A5 5TR 'EET ! }� ; ` reof: t JF1I AWN BY: JDA 5G# 21592 NG#035g85 A#034311 STF&TUl�AI.ENGINEERING AND lWi EGTION-GOA 8195 VAL005TA,GA 31601 /. t, GKED BY: TADA 4 I^(V#011g36 7X# 104353 tA#40g05 10410 MAIN 5TREET PHONE: I-229-241-8805 -- ,` '�. P PA#019009 VA#045583 THONOT05A55A,FL 33592 ' ! �`t y` tGALE: A5 NOTED TN# 112161 FL#54222 VOIGE: 813-G82•-8885 FAX: 813-q82-2306 WORIOR ELEVATIONS � `" // ��'��}� �!: KO, NO: 4q5-05-t IO OF 20 I .'AM .POR APPROVAL STAMPS 12 5.14 PRE-ENC71NEERE D 20.68 5EE HEADER TRU55 DETAIL I0/A-5 Ei 2x8 5.Y,P. #2 TOP 5 5 ' PLATE A-14 A-14 2x4 5.P.F. #2 TOP w JAGK STUD PLATE 2x4 5.P.F. #2 JAGK > VERT. WALL. 5 D H2. [2'-0" 2'-O" I`-II I/2" EQ. 4`-O�DOOR EQ, 21-0110.6. > 2x4 5.P.F. #2 EQ. EQ. 3'-O" EQ.JEQ 50LE PLATE '&4 DOOR fWiNo, 5 � ,`u ltl(i3ard l..1�U1lOCli j Modulo.flutuing Plans Evalwnar Florida r. T-11 1/2" SHED ENDWALL T-II 1/2" SHED ENDWALL T-11 1/2" SHED ENDWALL WITH NO OPENING WITH 4'DOOR OPENING WITH 3' DOOR OPENING B IA IN M VAGI N 2 PRAMING � VATI 1� � >41�IIVELEVATION M, -5 SCALE: 1/4" = 1'-O" A-5 SCALE: 1/4" = 1'-0" A-5 SCALE: I/4H I'-O" NOTE: I. FOR ALL NOTE5 NOT SHOWN SEE uA�����!l �ss SHEET A-I -- A-4 DOCUMENT F n .f' S? a 'All \��11 r't ' REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING FO p V_ � (� ,' ,sJST OF 160 MPH. E` ��®K �®RT4��� WAREHOUSESTHOMAS DIXON, k DATE: 2/23/12 5HEET LOFTED BARN SHED DRAWN aY: JDA AL# 30637 M5# Iq034 K5# 211g8 DIXON ENGINEERIN, ING. 100 DOUGLA5 5TREET _ 50 215,12 NG#03 85 GA#034311 STRLYMAL EN611EERIN6 AND INSPECTION-GOA 6185 VAL005TA,GA 31601 ''----...___.. CHECKED BY: TAD WV#0llg3b TX# 1043 53 MA#4OgO5 10410 MAIN STREET PHONE, 1-22q-241-5805 45 PA#01g001 VA#049M3 THONOT05A55A,FL 33582 SCALE: A5 NOTED TN# 1i27b1 FL# 342 VOICE: 813-q82-g885 FAX: 813-q82-230b FRAMING EI�EVATION5 �''�j���t6At �'�`'' No. NO: 475-057 it OF 20 R APPROVAL STAMP$ 4.65 20.68 IN —JACK 5 U12'-O" 5TUO II 1/22 :i 24" 24" 24" 23" 4'_0" DOOR -2-O: Deb Plan NQ- Leif -a w R Rjajrd L.Bullock q'-II I/2" SHED ENDWALL q'-11 1/2" SHED ENDWALL NOTE: Mo t&r muUlug Inans Lxxwinor Florldx C#rlWk ae WITH NO Of ENING WITH 4' DDDR OPENING I. FOR ALL. NOTES NOT 5HOWN SEE ► M Ill VAT I ON 2 FRAMING SHEET A-1 - A-5 A-b SCALE: 1/4" = 1'-0" A-b SCALE: 1/4" = 1'-0" 71\ itr•, PPROV n L' DocuMENt C JAGK A-14 A-i4 A-14 5TUDLu� w w cx ¢ � 1[ »--JAGK STUD y EQ. JACK STUD EQ, EQ. 3'-O" EQ. InQ. EQ. 6'-O" DOOR EQ. EQ. 1'-0" DOOR EQ, G DOOR I'-Il 1!2"SHED ENDWWA ALL q'-Il 1/2" SHED ENDLL q'-I1 1/2" SHE12 ENDWALL ` WITH 3' HOOK OPENING WITH 4' DOOR OPENING WITH T DOOR OPENING A-b SCALE: 1/4" = 1'-0" 1 11 i l 11' REV BY DATE DE5GRIPTIDN LaxTHE5E PLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING FD,6U5T OF 160 MPH. t� � I � � PORT�AKE. WAREHOUSES , I� ry�:�; ���-` DATE; 2/23/12 LOFTED BARN SHED ��-wo,- 2�, = ' 51 1~1=T A03001 M5# 11034 K5# 21Ig8 DIXON ENGINEERIN, INC. 100 VMLA5 5TREETDRAWN BY: JDA 50 21582 NG#035185 (5A# R1tA#034311 5TWAL EMINEERIN6 AND WPEGTION-LOA 8185 VAL005TA,GA 31601 E����"� � T WV#011g3b TX# 104353 MA# 40x05 10410 MAIN STREET PHONE: 1-228-241-8805 . h 't/I GHEGKI D BY. TAD -' 1l/ PA# 01g00q \/A#045583 THONOT05A55A,FL 33582 / ,' `� '' SCALE: A5 NOTED TN# 112161 FL#34222 VOICE: 813-882-8885 FAX: 813-q82-2306 FRAMING ELEVATIONS �'� 0�;1a� .'j " �. =0. N4q5-051 12 OF 20 H f _, 4.62 20.68 5 5 A-14 JACK A-14 g' 5TUD JACK CD �., STUD > ' 24" 24" 24" 24" 118" 112411 IS" 4'-O" DOOR I8" 24" 31-017EQ. EQ. EQ. EQ. 1§iFt Ivv. _ __._..-...._ ie DOOR s fu0t:nt l,.Pollock dour BuUdhM Plans uuilnor IYorlda C riiF ntz S_i `, :� k,. Il'-O" SHED ENDWALL 11'-O" 5HED ENDWALL N'-O"SHED ENDWALL WITH NO OPENING WITH 4' DOOR OPENING WITH V DOOR OPENING I > Ifs AT I N 2 I�IIVC� A VAT I I� 3 A1�IN � 11AT I OI� = A-'( SCALE: 1/4" = I'-O" A-�NOTE, 50ALE: 1/4" = I'-O" A-! SCALE: 1/4" = I'-O" n' I. FOR ALL NOTES NOT 5HOV4N 5EE l 5HEET A-I - A-5 `}�f "ApmVV . " DOCUMNT A-I4 A-14 A-14 QAi Q JAGK 5TUD > E JACK STUD JACK 5TUD T-O" DOOR EQ, EQ. 8'F_ -O" DOOR EQ. rem F-7 .� I/S" x 1 1/2" x 30 STEEL PLATE. SEE DETAIL 6/A-10 FOP, ATTACHMENT II-O" SHED ENDWALL11'-O" 5HED ENDWALL I -0" SHED ENDWALL IEN TH EN I N 4 AMIN OLIVA b , Ni t aif�, 41/ = d1 �-7SCALE: 1/4 = -OA-7�RCALE: -_; � REV BY DATE DE5GRIPTION ' TH 5E PLAN5 WERE DE516NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING FG �A,�THRZ�,- OI�i��GlJST OF 160 MPH, I ® GOOD PORTABLI WARSHOUSES F='_ ;J f'� 5HEET �-�" ' �� ,u DATE: 2/23/12 y, F i LOFTED BARN 5HED �' ' , t)�- ®. DRAWN BY: JDA AL#30631 M5# 14034 K5#21195 DIX N EN5INEERIN, INC, 100 00%LA5 STREET . � , Lom'D C, - 5G#2rt5�i2 NG#035985 6A#034311 5 7URA1 EW51WERIM AND II�L`,PE6AON-CAA 8185 VAI_.DOSTA,6A 31601 �� y (NECKED BY: TAD WV#011g36 TX# 104353 MA#40905 1041 MAIN STREET PHONE: 1-229-241-8805 ������ j'j �R PA#018009 VA#045593 THO OTOSA55A,FL 33592 t=—r,r j ; �R SGALi~: A5 NOTED TN# 112161 FL#34222 VOICE: 813-982-8885 FAX: 813-982-230b FRAMIN($ 11�EVATIONS4q5-051 15 OF 20 AR1EA FOR'APPRO1vAL STAMPS PRE-ENGINEERED PRE-EN 5INEERED TRU55 TRU55 2x4'5 S. .F.---' (2) 2x4'5 5.P.F. 3 #2 WITH /2" #2 WITH 1/2" A-14 PLYWOO PLYWODD FILLER EE FILLER SEE DETAIL I DETAIL 3/A-13 4/A-13 A-14 2x4 5.P.F. #2 } 2x4 5.17.1% #2 LAID FLAT LAID FLAT i-RAMING DEMLL OR ENDWALL 51DEWALL " WINDOW HEADER AND SILL V-O" OPENING HEADED AND SILL SLIVATION 2 AIN � VATI N I]ate. — /G- Plan NQ. A-5 ALE: 1/4" = 1'-0" A-8 SCALE: 1/4" = 1'-0:: ._- Als=tsars'@ L.Auiivrts 1 A°��u :s�tlttg PlAtis G>�t�lnsr]Zus-ALa f�zt���o.lg1`:[� a. U = PRE-ENGINEERED TRU55E5 AT 24" O.G. DOUBLE TRU55 AT ENDWALL 2x8 5.Y,P. #2 i ij. TOP PLATE "A i' ���/1 vEup, CORNER P05T T � 1+tJ, /W' i� 9- SEE DETAIL D AL 4/A-11 PRE-ENGINEERED TRUSS 4 2x4 5.P.F. #2 ! ° VERT. WALL > N A-14 STUD 24" O.G. JACK (2) LAYERS OF (2) 2x4'5 5.P.F. 4 1-3/4" x 3--1/2" #2 WITH I/2° A-14 2x4 5.P.F. #2 3' TO6' IAE MIGROLLAM PLYWOOD SOLE PLATE LVL BEAM or (2) 2x6'5 S,P.F. FILLER SEE 4x6 P.T. 5.Y.P. 02 WITH 1/2" DETAIL 3/A-13 F #2 SKIDS L FLITCH PLATE (2) - 2x4 5.P.F. 4'-011 3:-01: 3.-0, CV'-0" #2 JAGK5TUD5 MIN. b'-0" TO 32'-0" MIN. 51DEV`tALL 51DEWALL w SID WALL b'-O" DOOR HEADER 4'-0" DOOR HEADER 3FRAMING ILVATION 4 PRAM INC LIVAT I ON 5 FRAMING ELEVATION A-8 5G LE: 1/4" = I'-O" A-8 SCALE: 1/4" = P-O" A-8 SCALE: 1/4" = 1'-0" Gn X�\\\wIIIIW/p/�f � L�tW REVBY DATE DESCRIPTION a THE5E PLANS WERE DESIGNED 1N ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING FO f = } f ESE D #i =GEST OF 160 MPH. a � ` c ,t I II X N COOK PORTABLU WARR cues - -- '= � � DATE: 2/23/12 SHEET ' LOF=TED BARN 5HED too DOUC7LA5 STREET k AWG.. STAT E OF l�t DRN BY: JDA AL#30b37 M59 Ig034 KS# 2Agb ,DIXON ENGINEERIN, ING, ^` SG#21582 110035gb5 (,A#034371 STr&TUR&EMIWERIM AND INSPECTION-CAA 81615 VAL005TA,GA 31601 � � ��,g.� a ' CHECKED BY: TAD r' W#071836 TX# 104353 MA#406105 10410 MAIN STREET PHONE: 1-229-241-8805 ,c1� PA#07gOOg VAR 045583 THONOT05A55A,FL 335612 s .;, SCALE: . NOTED ;r TN# 112Tb1 FL#34222 VOICE: b13-gb2-gbb5 FAX: 813-gb2-2306 FRAMING �6�EVa4�l®N� ;t s .\\�' W.O. NO: 4q5-057 14 OF 20 AREA-POR APPROVAL STAMPS NOTE: FOR ALL FA5TENIN6 OF FRAMING MEMBERS NOT NOTED ON TH15 5HEET REFER TO FA5TENIN(5 5GHEDULE ON 5HEET5 G-4 THRU G-6 f 7-II - 5.14 12 r � I s q`-11" = 4.65 No. - -- _-. I1'-O" = 4.62 B.tcla�si}[�,pultoe[c PRE-ENGINEERED HuMbla;lams Vmiwlnor Morida Co"amn!p,21v�5+; 12 TRU55E5 AT 24" 20.65 1/16" 055 OR 2x4 S.P.F. #2 PLYWOOD SHEATHING RAFTER 3 I 2x8 5.Y,P, #2 A-12 I I TOP PLATE h 2 I I NDI r I I 2x4 5.P.1 #2 "APP OVEI)" VERT. WALL STUD I I AT 24" O.G. DOCUMENT '- I I 2x4 5,P.F. #2 rn '` I I BRIDGING 5/S" PLYWOOD 2x4 5.P.F. #2 SHEATHING SOLE PLATE X 4x6 P,T. 5.Y.P. #2 5KID5 I CROSS S CT I O C A-a SCALE:3/S" = ►'-O" E EXAMPLE DRAWING 15 OF A ILO" WIDE UNIT 2 2 k , BY REV DATE DE5GR1PTfON THESE PLAN5 WERE DE516NEP IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING �GUST OF 160 MPH. t � ,. ' COOK PORTABLE WAREHOUSSS ± DATE: 2/23/12 SHEET DIXON/ mo. LOFTED BARN 5HED 100©OUGLAS STREET ( r DRAWN BY: JDA — AL# 30631 M5# Ig034 K5# 211g0 DIXON EN6INEERIN, ING. rti t3Aft _ 560 21'M N(,#035805 GRllG1 A#03431 ST11E2A1 E%IMIN6 AHD M-PEGTION-GOA Blas VALDoSrA,GA 31601 �, ; CHECKED BY: TAD WV#011136 TX# 104353 MA# 4080 10410 MAIN 5TREET PHONE: 1-22q-241-&805 �� a�; rf •x`f / SCALE: A5 NOTED PA#O1gOO1 VA#045513 THONOT05A55A,FL 335g2 TN# 02161 FL#34222 VOICE; 813-qS2-9005 FAX: 013-1102-2306 SECTION 4 DETAIL ' f '� -;~�� W.O. NO: 4q5-057 15 OF 20 ARNAZ F®R'APPROVAL STAMPS ci LL U G �j .0 U Da Plan N/o a> RRIlartl L.bullock ul&Y 13 �?�111 Plana E}�ittlltl"Mika Car E*nU!&i�,�i!Lss T-11 1/2" WIDE 1'-11 1/2" WIDE OPTfONAL METAL ROOF OPTIONAL METAL ROOF CROSSStIiJ -ID 50ALE:5/8" = I'-o" A-10 50ALE: 3/8" = I'-O" RE5IDENTIAL 2q GA, PANEL-LOG RIDGE GAP BY PLUS ROOT' PANEL CENTRAL 5TATE5 BY CENTRAL 5TATE5 cu MANUFACTURING MANUFAGTURING OR isPART # RRGP OR EQUAL l - EQUAL UPPER GAMBREL f l i� ) » / TRIM BY DOCUMENT GENTRAL 5TATE5 MANUFACTURING, PART # GTU OR EQUAL e _ RE51DENTIAL EAVE TRIM BY CENTRAL 3 5TATE5 MANUFACTURING PART # RET OR EQUAL OPTIONAL METAL ROOFT f mme) eec ON G A-lo SGAL#~:3/8° = 1'-0" j,� a ALAN r� REV I DATE DE5GRIPTION :DTHE5E PLAN5 WERE DI=516NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING 5 GQ I °'BUST OI^ 160 MPH. f t ® COOK PORTABLE WAREHOU306 _ � :~� ,A DATE, 2/23/12 SHEET a> LOFTED BARN 5HED AL#30631 M5# Ig034 '5# 2f l98 OIXON EN61NEERIN, INCUG . 100 DOUGLAS 5TREET -E OF ;' DRAWN BY: JDA Agbf 5G#21582 NG#035�f85 'A#034311 5TRUGM&Et�GR�ERIM AND IW TION-60A 8195 VALD05TA,GA 3160! � � � '.i `��'4` CHECKED 5Y: TAD ' W#O11g3b TX# 104353 4A#40g05 10410 MAIN 5TREET PHONE: I-22a-241-8805 .............._-----_�� ' " vw A 5GALE: A5 NOTED iN TN# 1�1bf FL##342223 VOIGET05Ag82,885 ; 813-482-2306 ROOF SEC TIONS �� _�� tt+�� / f W.O. NO: 4q5-057 16 OF 20 2x4 P.T. 5.Y.P. #2 4X6 P.T. 5.Y.P. #2 5KID WITH AREA �OR' PPRO�/:A� STAMPS PULLING BLOCK W/ 1-1/2" WIDE BY 3/4" OR 1-1/2 4X6 P. . 5.Y.P. #2 5KID WITH (2) 0.131"(P x 3" DEEP NOTGHE5 AT I6" O.G. I-I/2" IDE BY 3/4" OR 1-1/2" GUNNAIL5 INTO EACH ENTIRE LENGTH OF SKID TO DEEP OTGHES AT ib" O.G. �! SKID �y ACCOMMODATE FLOOR ENTI LENGTH OF 5KID TO c� 1015T5 (TYP.) AGCO MODATE FLOOR 11 P��E 2x4 P.T. 5.Y.P. #2 FLOOR i JOIST (TYP.) WJ015T 16" O.G. V41 (2) 0.131" x 3" 6UNNAIL5(1) INTO EACH p. 5KID TOENAILFD CL 2x4 P.T. S.Y.P. #2 FLOOR 6 ,{SIN O. Q 5IMP50N H-3 AT JO15T ATTACHED WITH IOd END WALL JOISTS TYP. NAILS AT b" O.G. EVERY J015T. END OF 5KID ATTAGH'TO SKID. A REFER TO FLOOR 2 '�tI f STAGGERED A Duet!!!y-..�.-�.,«,�.k Ii/�'.1, © FRAMING PLAN5 A-10 SCALE: 1 1/2" = i'-O" R;eluarc!1,Bullock ® 1/4" x 4" x 30" STEEL 5HEET A-1 FOR I/b" x 1 1/2" x 30" A36 STEEL ! pular 'aG�dlug!'laua�x�ua(nct°C�oricsat 5"i ld_, ,. T 5PLIGE PLATE ON BOTH PRECISE PLATE ATTACHED TO 2x ti SIDE5 OF 5KID5 WITH (12) LOGATION5. FLOOR J015T WITH 1/4" x 1 1/2" 5/16" x 2-1/2" LAG SGREW5 LAG SGREWS AT 6" O.G. FORE NOTCH 3 EACH END OF PLATE REFER TO DETAIL 6/A-b FOR LOCATION OF PLATE SEE DETAIL #/###tt I50METRIG SKID 2x 5PLIGE 1 t �� NOTE: FOR ALL FASTENING OF FRAMING II' WIDE WITH 8' WID)^ DOOR CONNECTOR AN A-II SCALE:N.T.S. MEMBER5 NOT NOTED ON THI5 END OF SKID BELOW SHEET REFER TO FA5TENING DET SCHEDULE ON SHEETS G-4 THRU G-6 A�O 2.. _ p_O CONTINUO 2x L TOP PLATE ��' ABOVE sr END WALLsi s Iq/32" TI-11 U SIDING � _= ���� (i) H3 51M P50 HURRICANE 0 0 0 0 0 0 0 0 ANGHOR OR oUAL AT PLAN VIEW TRU55E5 AT 24" n EVERY J015T W/(a) TOTAL O.G. 0.131(PX2-1/2" GUNNAIL5 (4) 5/a" PLYWOOD GONTINUOU5 2x INTO J015T A D (4) INTO DEGKING TOP PLATE SKIDS lq/32" TI-11 SIDE WALL 48" LONG 2x 519I146 SPLICE 2x4 S.P.F. #2 CONNECTOR IS 2x4 P.T. 5.Y.P. #2 VERT. WALL 5TU05 (8) lOd NAIL5 FLOOR J015T 2x4 5 P.F. #2 5PLI6E LOCATION EACH 51DE OF = 4x6 P.T. 5.Y. . VERT. WALL 5TUD5 5PLI6E #2 5KID5 5PLIGE CONNECTION SKID GONNEGTIDN CORNER CONNECTION 5 DETAIL t�ll� 4 'fi�,lL ,���lililttl�I . 10 CA!1)=S0ALE- A-II SCALE: 1 1/2" = 1'-O" ,� r' ,P► +ttl !.I I/2" A ��►�'' `> REV BY DATE DE5GRIPTION 4.ti nn yy�,, pp11 r GGORD,4NGE WITH THE 2010 FLORIDA BUILDING GODS, BUILDING POR. rfARl�' ID rvLVT 01= 160 MPH. U-1 THESE PLANS WERE DE516NED 1N A . � � DATE: 2/23/12 SHEET t, � COOK PORTABLE WAREHOUSE �� � �� _ �'�'� DRAWN BY: JDA JL 4 J� LOFTED BARN SHED t 100 DOUGLAS STREET - `� �F'i� ` a (,NECKED BY: TAD aL _— AL#30631 M5# gO34 K5# 211gb DIXON ENGINEERIN, INC. VALD05TA,GA 31601 �� ' NG# 356185 GA#034311 51RUGTM AL EMINLERING AND INSPECTION-GOA 8115 f'FlOt�: f-224-241-8805 �'�� � ' SCALE: A5 NOTED 2 5G# 215612 ltd, ; 1� OF 20 W#0116136 TX# 04353 MA# 406105 10410 MAIN STREET W.O. NO: 4615-057 6 11 PA#01`1001 VA#045513 THONOT05A55A,FL 335g2 TN" A21b1 FL# 4222 VOICE: 613-q82-gbb5 FAX: 813-q82-2306 t , f 6 1 Al-IPG A5TM D 1158 GLA55 H OR ASTM D 31b1 6LA55 F DOUBLE PRE- N6INEERED ASPHALT 5HIN6LE5 OVER TRU55E5 WITH 2q 6A PANEL-LOG APPROVED UNDERLAYMENT, NON-GONTINU 1/2" 055 PLU5 ROOF PANEL METHOD OR DE516N AS 5ANDWIGHED IN BETWEEN BY GENTRAL DE56RIBED UNDER GENERAL TRU55E5 ATE DWALL5 STATES NOTES 10 THRU 13 ON SHEET ONLY MANUFACTURING G-3 OR EQUAL U EXTERIOR TI-I °> o. SIDING 2x8 5.Y.P. #2 TOP PLATE NOTCHED TO all 2x4 5.P.F. #2 REGEIVE 510IN6 WALL STUD 1/16" 055 OR ---- 1/16" 05B OR PLYWOOD PLYWOOD ° 5H1=ATHIN6 SHEATHING FASTENED WITH ° 2x4 OR 2x6 .T 8D COMMON NAILS AT 6 BOTTOM GHORD �vrl���1 Plan qC/ b7 FA5TENED WITH - _,q-... .._- DOUBLE 1T2U5S O.G. IN FIELD AND ED6E5 8D COMMON _- _ ....... 1 IT A I L NAIL5 AT b" O.G. �-- �,��.. T!Tj•..�.,�...-,;�.. .,��:�' ?��`� FIELD ANDlttclatat�l L Au!!ee& A-12 SCALE: 1 1/2" = 1'-0" EDGES (14) TOTAL (!)N MT1EACH WITH MSodu �SAdhsg Pkins LNuuJi mr Florida Cerlwo?z 131"Nx3" 6UNNAIL {I4) TO 0. ) NOTE: TOENAILED RAFTER END 0.148"(W-1/2" FOR ALL FA5 NIN6 OF _ TO TOP PLATE 3 3/4" 6UNNAIL5 OR EQUAL INTO RAFTERS AND :E FRAMING MEMS R5 NOT STUD WALLS NOTED ON TH15 5HEET �` ? REFER TO FA5 ENIN6 L 56HEDULE ON EET5 `\� N D I 6-4 THRU 6-6 W52" TI-II 51DIN6 "_ �l �� OR 2x4 5.P.F. #2 VERT. Fl�J Y la/32" LP 5MART5IDE WALL STUD 24" O.G. DOCUMENT PRECISION PANEL �Y! 510IN6. 5EE 5HEAR ' WALL TABLE I/A-2 FOR MAXIMUM -- BUILDIN6.LEN6TH5 BA5ED"ON 20 GAUGE x PRESGRIBED NAILING 1-1/4" 6ALV. PATTERN IN ENDWALL p STEEL 5TRAP 5HAER WALL5. WITH (20) — NAILIN6 FOR 0.131"IPX2-1/4" — p 51DEWALL5 SHALL BE _ A I NAILS OR EQU L 8d COMMON OR 2x4 FLOOR (IO) INTO DEFORMED NAILS AT JOIST E RAFTERS AND 6" O.G. EVERYWHERE. �s (10) INTO STUD 2x4 BAND WALL J015T : ALTERNATE ALTER IATrz STANDARD BARN STAND RD BARNWALL STUD TO RAFTER WALL STUD TO RAFTER WALL STUD TO RAFTER n WALL 17 TO RAFTER PA5IENING WITH METAL 2IA �� METAL ROOF FLOOR DETAIL 4 ® l IL A ROOF TIS 3 ���� �►���� A-12 SCALY: 1 1/2" = 1'-0" A-12 5GALE: I I/2"�� A-f2 SCALE: 1 1/2" = I'-O" A-12 SCALE: I I/2" = (`-O° q CO.. f a `b c � DATE DE56RIPTION ol a' THESE PLANS WERE DESI6NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING FOR 6U� r O 160 MPH. GOOD FOR'�> B1 rz WARRHOUSIS _. t ry... DATE: 2/23/12 , 18TA �� ;. . SHEET LOFTED BARN 5HED ►! AL#3063T MS# 1034 K5#21195 DIXON EN61NEER1N, INC. 100 DOUGLA5 5TREEr TA,&A 31601t4� DRAWN BY: JDA yy�/# 01193b 50 215q2 Am 12 TX# 143585 MA# 40905 10 MA 1E5 6A#034311 5TF&TWX CRfN6 AND INSPEGTIO:"I-GOA$195 ET PHONE: 1-22q-241-b&05 ���j� 1�; ��tl�° CHECKED BY: TAD PA#079009 VA# 45593 THONOT05A55A,FL 33592 � 4'r' 5GALE: A5 NOTED f TN# If2761 FL#3 222 VOICE: 813-982-9885 FAX: 813-982-230b 0��� �5 u._ W.O. NO: 495-05`i 18 OF 20 o , R :4 OR;' PPR0 L STAMPS o) 0 0 0 0 NOTE: FOR ALL FASTENING OF FRAMING MEMBER5 NOT NOTED ON THI5 5HEE REFER TO FA5TENIN6 56HEOULE ON :T SHEETS G-4 THRU 6-6 y4• Q U r) n O 0 p a 0 U'. 0 0 O DR ��- 3 0 0 o• � L �_ y YlaU� J 6 Ib GAUGE GALVANIZED STEEL WITH 0 �, Ric �•Bullock ❑! u nuns�'"uslnor Morlda Corrg;a t�,� (14) TOTAL (1) EAGH END ° 0.145"(W-1/2" NAIL5 OR EQUAL INTO p RAFTER5 AND 5TUD WALL5 t ° SIMPSON MTSI2 OR �t 0 EQUAL TWIST STRAP p rr A-13 SCALE:3" = 1'-O" ,v } ENT TOP PLATE ° 2x8 FOR 51DEWALLS ° 2x4 FOR ENOWALL5 NOTE: U5ED ON EVERY ° TOP PLATE WALL 5TUD TO O 2x8 FOR 51DEWALL5 _ 'd -----�_ GONNEGT WALL TO O 2x4 FOR ENDWALLS TOP PLA _ _ _-i ROOF 0 2x4 FOR ENDKALL5 I/2" FLITCH Q - Y / PLATE _ 20 GAUGE x 1-1/4" GALV. ° Q STEEL STRAP WITH (20) N } 1/2" FLITGH 0,131" x 2-I/4" NAILS — PLATE OR EQUAL (10) INTO. ° 3 1/2" 1/2" I/2" 3 1/2:: RAFTER5 AND (10) INTO "; STUD WALL I i/4" a, v HEADER HEADER HEADER 20 GAGE STRAP 5ZION 4 � ���®� 5 "�', IJ�„ _ 3 5 �I v 11 1-13 SCALE:3 1'-0” A-13 SCALE:3" = I'-O" A-13 SCALE:3" = f'-O" A-13 SCALE:3" = I'-O" c ALA/v '�'`, REV BY DATE OE5GRIPTION 5' THE5E PLAN5 WERE DE5I6NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING FOR A TH!!2 Gb 0655 ;0 '460 MPH, t ® I ® COOK PORTA"I WAREHOUSES � -,� �� ; "ARSA`-FOR'APPROVAL STAMPS (U - 2x 5. .F. #2 WITH 1/2" PLYW 0OD FILLER (2) 2x 5.P.F. 02 WITH SEE DETAI 4/A-13 1/2" PLYWOOD FILLER (1) - 2x 5.P.F. #!2 WITH SEE DETAIL 3/A-13 1/2" PLYWOOD FILLER °°° SEE DETAIL 4/A-13 (3) 0.131"4) x3" ° P; (3) 0,131"(p x 3" ° GUNNAIL5 EACH ° ° ° 6UNNAIL5 END OF ° 17. EACH END OF 3'-0" DOOR HEADER ' pO° HEADER HEADER v '21C,6 2x4 5.P.F. #2 (6) 0.131"� x 3-I/2" gx- 41t LAID FLAT GUNNAILS EACH A - ns" + � END OF HEADER !3l�hAtY3I 1�idluc$ 1NIN00A ��HEADER AN SILL ER WITH OUT STRAP HEADER WITH OUT STRAP Du FF.A-14 SCALE:N.T.S. A-14 SCALE:N.T.S. A-14 SCALE:N.T.s, .o NOTE: Al FOR ALL FASTENING OF FRAMING i'�Jl t MEMBERS NOT NOTED ON TH15 �:��` �� �®V �' 1/2 - 2x S.P.F. #2 WITH SHEET REFER TO FA5TENIN6 I/2" PLYWOOD FILLER 5GHEDULE ON 5HEET5 6-4 THRU G-6 �>u SEE DETAIL 3/A-13 SEE DETAIL 2/A-13 :p W r - 206A. xl" S P WRAPPED OVER HEADER (3} 0.13f"� x 3" WITH O.f31"� x -I/4" p ° 6UNNAIL5 EACH 4'-0" DOOR HEADER US o END OF (5) 6UNNAIL5 o HEADER 6-0" DOOR H ADER US-0" N 0) 6UNNAIL5 .G, ON EACH END OF STRAP N EAl 57KAPHEADER AITH HEADERY41TH OUT STRAP SCALE:N.T.5. A-14 SCALE: N.T,S. ♦� ������1111!lllllle � �t w FREV BY DATE DESCRIPTION ' THF-5E- PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDIN67 CODE, BUILDING F0 Hf 1K1 C lST OF 160 MPH. U _ THOMAS > I ii AA �OIl� COOK PORTABLE WAREHOU61S DATE: 2/23/12 LOFTED BARN SHED :„ SHEET P AL#30b31 M5# Ig034 K5# 21188 DIXO ENGCNEERIN, INC, 100 DOi1GLA5 5TREET ` ,fit DRAWN BY: JDA %#21582 NC#03505 GA#034311 5TWTIPA EN61NEERIM AND INSPECTION-GOA 8185 VAL005TA,GA 31601 �� ,' . U 7���,p`a� a' CHECKED BY: TAD ' WV#Ol[g3b TX# 104353 MA# 40805 10410 MIN STREET PHONE: 1-22q-241-8805 — •---�� �''~ �'� o4u, 14 PA#OlgOOq VA# 0455g3 THON T05A55A,FL 33582 5GALE: A5 NOTED TN# 1121bi FL#34222 VOICE 813-q82-gb85 FAX: 813-q82-230b DETAILS � �' �`� `- W,D. NO: 4q5-o5( 20 OF 20