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800 SEMINOLE RD ACC21-0033 SHED FOR ATHLETIC ASSOC. '(-Anni.- Building Permit Application Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY on pr IS REQUIRED. Phone: (904) 247-5826 Email: Building-Deptcooab.us (; /� 2 Job Address: SIV(f I�CSC ' RUhb -- FM)( �sset�- P mit Number: ACCZ I - 0O33 Legal Description RE# Valuation of Work(Replacement Cost)$ 7 2-( Ur) Heated/Cooled SF Non-Heated/Cooled _ • Class of Work: , New Addition DAlteration DRepair ❑Move ODemo DPool ❑Window/Door • Use of existing/proposed structure(s): 7cCommercial ❑Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit)--1Alo Describe in detail the type of work to be performed:` ?Li4e /ate 6 Q U ipic N7 S/1 1 3T N/ae Ri ANT Ccs &L 1 Fe w ce 05/.1 �I b 13, ( G 4 c 4 ' S' j t — 4 c-,....41. i1/4 r-1 G ko2 5d7.- t.•-o.L C- .v;)i .S Florida Product Approval# for multiple products use product approval form Property Owner Infor -tion Name - _ _ • !.,,. -ss City State `� Zip Phone E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company/9-1010-)e- 13€.4 A#/ 4 TC. Qualifying Agent ', Address e�?AA)NOCE a City 147�,.iff/C Bc j State P Zip _,?1,233Office Phoney-912•-2 '? Job Site Contact Number l/`U`f-9cf7--Z 7 State Certification/Registrati # £ d t{3 oE-Mail GAJ/[LJIPItEgrOAJE?7 Q /177 Al el- Architect Name&Phone#/164/4/ 80/�•b rQ$' -1.71)C Engineer's Name&Phone# f0 7r-3 iS- f3 9 r (.<u//& Lid GUF Workers Compensation Insurer K t k borck.4.g.se OR Exempt❑ Expiration Date t0/f,�/,7,072 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWIC FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCI , CO 1LT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE DING YOU' 17•TICECT COMMENCEMENT. ��,j (Signature of owner or Agent) (Signature of Contractor) ,/ Ma ned and sworn too affirmed)before me this 4 day of i ned and sworn to(or a firm:.)b- is., day of (. Z- , b 11,kra (. ► 11 Ari sone'+( „tars) f� a W.•!ary), iii �---� ,e; = �"�Y""'' TONIGINDLESPERGER ersonally Known OR •NI GINDL ,RGER [ ]Personally Known OR ,.,e ''., [ ]Produced Identification �°•••,••• "`' MY COMMISSIO GG 353178 [ ]Produced Identification\ w. :* MY COMMISSION#GG 353178 A' •''= Type of Identification: b. ''s EXPIRES:October 6,2023 Type of Identification: : • e •..,- YP ,:� .e; _ ru ,o ary•ublic Underwriters PF Fbo: Bonded'Nu Notary Public Underwriters 4/8/2021 Map---Jack-Russell-(619x577) • plaza Rd • ,. k iSt 47 ' )*'. . Jack Russel Para a. ' ,:ei ',-* Jack Russel y " ,' park, FL ;� + 4 AP al Q f � b j• ¢ https://fl-atlanticbeach3.civicplus.com/DocumentCenterNiew/8487/Map---Jack-Russell-?bidld= 1/1 TOP LINE ENGINEERING, LLC ,tr, STRUCTURAL ENGINEERS February 12, 2021 Mr.Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Robin Builders Plan # FBC2020ACP Dear Mr. Campbell, Pursuant to the requirements of the Department of Business & Professional Regulation, the above referenced documents have been reviewed for compliance with: 2020 Florida Building Code, 7th Edition 2017 National Electrical Code (NFPA-70) Florida Product Approval Rule 61G20-3.006 (FAC) All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. These documents were reviewed for only what is to be constructed in the factory. Any work performed at the site, such as the foundation, is under the authority and jurisdiction of the local Building Official. Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all the applicable codes, which may or may not be identified in this review. Approval also does not preclude the local building official from requiring work be performed that was not previously reviewed, approved, and constructed under the State of Florida's Manufactured (Modular) Building Program to make the building, code compliant, for the intended use. A signed and sealed set of plans are maintained on file with Top Line Engineering, LLC. If you require my assistance in any way, please do not hesitate to contact me. Thank you. Respectfully,(f ir keetr— illiam amE. Keary, Business Partner Top Line Engineering, LLC BiLL.TLL@yahoo.com #** Please note: Any questions regarding local permitting should be directed to the Manufacturer. The Manufacturer's contact information can be found in the title block of the plans. 10649 Oakview Pointe Terrace •Gotha • Florida 34734 • Phone 407- 421-4037• Projects.TLE@yahoo.com FL Certificate of Authorization 31785 ""'Please note:Any ginalions recording tote perm:(ng should be directed to the Mom:Hach;3rt'. - \\\\\\ The M.anskich,rer§eoniocj in/emotion,-on be,`aurid in the IiHe block of Ta piens. 1*--- 7) 1 f -.) 1 DERs • . 6 -- ...IN\ 0 ---) 1 I ) ,,, • was a III GENERAL NOTES: - --- c 2 < 1. Foundation plans are not part of this plan set and are y w 3"o Buildirh 7 Cade 2020 FBC, 7th Cdltictn c a governed by local jurisdiction. a y,,: 2, Bufele'»as are approved for residential lawn storage Only. ASCE-7-16 W V I v 3. This building Is exempt from the FECC per sections 2017 National Electric w-i i q 2101.4.2.4, 8402.1. Code(NFPA-70) a I i �"• 4. Refer to tie down cietai,s for proper installation Building Type Residential Lawn Storage B a i».'^a'i requirements to meet code. Shed .2 I z X30' 5. All lumber for construction will be N2 OW except as i W ..oacl noted. Manufacturer Robin Builders, Inc, z a 6. Gutters shalt be site installed per the local. authority Lyons, Ga 3 i i<' having jurisdiction and permitting requirements. Agency Top Line Engineering, LLC + 7. All windows and doors to meet the minimum specifications Agency Plan Number i I per the approved plans and the Florida Building Code, Construction Type V-B m�j""�} 8. In accordance with FBC 1609,1.2, 'Storage sheds that are f` not designed for human habitation and that have a floor Fire Protection B area of 720 square feet or less are not required to Fire Suppression System NO - comply with the mandatory veadbarne debris impact Occupancy Utility ,o. i standards of this code'. Allowable # of Stories } ,ii:iiifl r' "+fin 9. In accordance with FBC 10101.1, exception (10.) buildings 11r ,e a r that are 400 sq-ft or less and that are intended for Building Risk Category 1 ` }'1 E Vd rr�, o e''<''' i 'ow use in conjunction with one- and two-family residences Partially Enclosed -''SEN$e'•. ' •"t ,a z<h g> are not subject to the door height and width Wind Velocity 160 mph Exposure C ter" -. r- requirements of this code. Structures 400 sq-ft or more Fire Rating of Exterior Wails 0 hour ,.03436 _7110,66, VI" 2,-o? shall have an 80' minimum door, it' a-- b 10. In accordance with Florida Statute 553.80 (1)d, town Floor Live Load/Dead Load 75 psf, 5 psf =* i * • ^r aw i,�>-:,, u D.Z., storage buildings and storage sheds bear the ins n*a Roof Live Load/Dead Load 20 psf, 8 psf 1e5J a� r G 9 9 ^9 9 P 3 Z/01/Zi n O1 of approval of the department are not subject to 'R' Rating of Floor, Walls, Roof R-0, R-0, R-Q %?1 '. STATE OF c' - '- 3 7 553842 (Florida product approvals) but shall meet the Modules per- Building I J'o� '•.Ftcy�tloi'•'r' u'c a-6 des1� wind load requirements of the 2020 FOG 7th edition. square Footage 719 sq-ft �'S' ""' �2�,, I 11. Flat metal straps can be bent around structural .___.. ',,1`1ONM. xv members of wall studs, trusses, chords, etc. to help FiVHZ Approved No ..,r1tiiii" secure these members, provided that the added bend does not interfere with any of the existing SHEET '{,•..T ..__ .__ ..,..,n.., tw, breaks/bends in the strap. SHEE I LIS i , x - ♦ 12. As per FBC Section 1626.1 exception (F), storage sheds p,' f� y- .t •'" T�- " "' ^-..--•-- that are not designed for human habitation and that Sheet !umber Sheet Title t�le 'vas-t rhrwy s-' ROBIN BUII.OffRS INC. haven floor are of less than 720 square feet or less r' Cover i{i 1"`C '�tr spa 552 S. Ta 51. are not required to comply with the mandatory windbarne Sheet 4(�VPE" �,t ( M.tl''`•" 4..,1•"^' crani` A 11459 debris impact standards of this code. Sheet. Floor details !f s�an,:,c.a 166 L • TA � 912-526-386 13. Components/Ctadding are In compliance with the 2020 FSC • 7th Edition. Sheet 3 Framing: Americana Model 14. Sheds located 1n flood hazard areas must comply with the • . (Deaf flood zone regulations. Sheet 4 Framing: Floridian Model COVER SHE[T • 15. If' a wall is framed for future tiVAC units that shall be FBC2020ACf • approved by the ANJ and shall comply with local Sheet 5 Framing; Gar'}bret Model requirements for permitting. Sheet 6 Framing: Steel frame option 16. VIndoet and doors installed by a customer shall be approved by the A#.1 and shall comply with local Sheet 7 Framing: Porch option y requirements for permitting. "FSC 2020 17. HVH2 components for sheds require that Installation, per Sheet 8 Framing: Mono slope roof manufacturer's instructions. "'12-?3-2G t at 9 •• Sheet 9 Electrical. and Door detains KNOT APPROVED FOR HVHT J \::: NONE"—NONE_ I 2021.02 12 TO`tir1C CNGiNEE lt-4G APPROVAL PLAN C FBC2P'2OACP''•'NOT ijf/ii2 APPROVtLC FLOOR DETAILS 4 o........7;53 ___.___ VARIES TO S0' O" N PT 2X8 FLOOR JOISTS I6"OC-> I -. 578'X 24'S"HELIX(OR EQUAL)ANCHOR FOR SOIL W ro 2 SKIDS TYPICAL PER UNIT .__ PT 2X8 RIM JOIST WITH MODEL MRA(#24DACI)OR EQUAL FOR ROCK n 'N \ -4 SKIDS REQUIRED FOR \ (3)3 X.120 GALV NAILS PER CONN �,.""_ ..---..-_..035 1;ALV.STRAP OR CABLE OF 475 CAPACITY 4 0 .,•. FLOOR WIDTH OF 13'6' _ a `. o ,� jA • 3 W .a i ' _I...:-. •. ' -_.. }' - 0. F1004410 TO SPAN PERPENOM,0H '�' 0 __ j _ _ __ I - AereasanooRs3s a b Z o FiUORWCi Tb0L1 ix+bEWAYNENT {� V 1-�+`•" '; OM9l nwwau 011 Ot! y W 'C, Y, . r:OCRI.40 TOSE TONO06 A OROOV'E 'SC ;0 1 ED3EOP.E0 re.EOOE VAIN W 1.21 2 i18 Fi SO41D BLOG(lNO AIT AALd $0418 1 <4, et 1,041.4+Tr,PF RA.971ENSO W1h.r< 1 13 ; 13' h" MAX .520-11/41/NAA.ga z�•,w I COAT,O5C,RS TO rLbfA1 on3svKfla TO TE E OC VON ALOM3 EINIF dlF SHEETS,,tr[lC C3 ap. IkM 1N HEW Of 13EM > '1P' ,YiII I : W t a r yt ;Is ... r!1 F- N N _--' .-71+rssTM.:.zeaa.s:. :.=r I1111 .�.F.a.�.111 _.,..,,.i..; LWifliwn�i1l�i� C =�NQU b . 3 X.1.c.0 GALV NAILS PER C36"' ,» s o 3 —_ 1 fns 6 F CONN • "t>v,..m.3A13 j O m, 9.- z OR ALTERNATE(1)0.220"x 4' \ l'^ W ALL FLOOR JOISTS w TIMBER SCREW PER CONN. 3 z 1r PT 248 SYP 42 AT 16"OC �,_ C A.‘4,,,A#< TYPICAL FLOOR FRAMING N;o e'Dfiu'A�,c, sSPACEDCONCRETE MKS °-4 {lilt li Ui , ____-_. _.... ..___.�._.___ ._,,.,.__ '`����SI� �7� N.T.S. EACH END,THEN MAX.B'CENTERS. is t�� x\47., 4wEN.s ._i, r ':' --1----,4%4'40/'''' Aw-! > 43gG * 3t4°PL�^WK)OOPT .13 .. t i/4/Zi .(Z; mg ----2X8 PT FLOOR JOIST SYP ii2 ROBIN BUILDERS, INC ;1JSKID SPACING /.14/4/..i.."-. S52 S. STATE ST. L STATE O� 27(6 PT SPREADER BETWEEN „I 6i 44.0R431../ N SKID5 3"x.120 NAIL`S 6-OC j -- ._-._..._.__._._._ -.-- LIONS, SA 30436 t7n _ •j., ..... JNIT WIDTH 6' 8' I^„ II'6' F3'6• 412-526-3266 O AL�ir�s* � 20 CIA.GALV.ANLL^PLATE _ +r l l i a 1+" /i 8-3"X.12D NAILS PER PLA c FLOOR JOIST 2x6 226 226 226 226 En---�--"1 i#OF SKIDS 2 2 2 2 1. 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SEE HEADER SIZE AND / 1 117'X 14'20 GA GAN.STEEL .p ICS ar an.anA,sRr cw+r�;rwr l! STRAP AT TOP OF EACH STUD ON a FASTENING SCHEMA.C L w e cmw K A a a�a '° GABLES-ATTACH TO TOP OF PURLINS I r SIDING NINES PAGE 3 1 112'X 18"28 GA GALV.STEEL 8:OVER RIM d TOP PLATE TO STUD 44 °.,� 1( STRAP AT TOP OF EACH STUD ON (12)125'X.105'NAILS(TYP.I vGABLES-ATTACH TO TOP OF PURLINS � _ €'�i -- 0. N r ._ B OVER RIM 8 TOP PLATE TO STUD '" i a 2X4 91 SYP VERTICAL RIM (12)125'X.103'NAILS(TVP.) �. I�i a OVER 24 91 SYP UPRIGHTS I g s Wi Rrnra.c eoarm I 1 `-2X4*1 SYP KD TOP PLATE t I .4 I maorr no of a 4A vsVALLM DR FARM) NOTE: OPTIONAL 3'NONSTRUCTURAL I 11 • v I GAL Au.1 STEEL at •MLA MOWN 4Y.xt1.c EAVE -1 -MAX WALL HEIGHT 90' c Poeta.36•vitt 1MlL t vcR, vtM L4•I E MI / �. I yy 5 K -q CIAVS 4'CENTERS D6/ALLED VERTICALLY RCN= S1t a i 1` V 41 rRAnV L FASYDC1 vITN sand'stti AL WATLo SIDING:SEE SIDING NOTES PAGE 5 I I� 1 „, -+ COATED v11(1.=VS WRa STEEL NMT GWRNEL at*tan. COATED 11Ta.=VS 4/VA4CR 04113 IR.V= aI._.__ I ���`--2X4 91 SYP KD STUDS °� -1:- i. k4-4 1 C 3 I: Il `.._...-1X4 PURLJN DADOED INTO k 4' 1 114 X 12'25 GA.GALV.STEEL PLATE'. II 11 I 1 STUDS AT 3LY AFF OR 2x4 a n' AT BOTTOM OP EACH STUD BLOCKING BETWEEN STUDS G .t.a. 4 (8) 115'..106-NAILS(TVP.) ai I . 2X6 ir2 SYP PT FLOOR J01.ST ✓ PT SKIDS 2X4 SYP*1 BOTTOM PLATE ING 1 TYPICAL GABLE AAAA ML DOORZE1 y �.$ WALL �RAMINC�,' 80'OR SI ki -� :J j 2x4 SYP 81 TOP RIM RAFTER 3-3"x.120'NAILS Al EACH N.T.S. • No OVER 2x4 SYP 01 TOP PLATE CONT. STUD TO PLATE CONNECTION 1 1IT x 15 26 G STEEL STRAP y`� `o w FASTEN WI r 4.120 NAIL S'OC —_ - �, - •-�yTOP OF STUD II RAFTER CIt CTION -- No �'^ 1 u 'a 4 '�v,_ _..._.......� r I. €_•i 1 I {...,"190" (8)115`X.104'NAA6(TVP•) arm INT I O Nn,c N I°" O,N"2Y•4SI SYP STUDS jib4.rnE,NAa.'vsD �y��z 1�,O Y z 7a MAxsPaaNG ( ', } Aoi'S8r..""t°tl'"""`'f...A. --ROOFING'SEE ROOFING NOTES PAGE 3 --___cw_ve.cd.s+�N. € "� Nv.A.A— O aR1X4STPU 2x0 r MAX. `�,\ __J z �3� BLOCKING STUDS— IIIIIIIIIIII • O 2X4 Al SYP BOTTOM PLATEIii. J 1 112'x 12"26G DAL.STRAPS• k:IMIIIII' 183• __._ 2xd 41 SYP TOP d BOT.EA W STUD TO RIM JOINT DOUBLE STUDSAT CORNERS FASTEN W/81 VT x.105*NAILS 3x_120 NAILS ON 8'SPACING BOTTOM PLATES CONT ROOF PURLIN SCHEDULE FOR FLORIDIAN STYLE K� A.""` fROOF PURLINS 2'OC ANO DIRECTLY OVER GABLE WALL STUDS 1I [ VALI._ AMINO USE SINGLE 2X4 SVP N1 RAFTER FOR SPAN AMX.99' ... (I T.S. ATTACH TO GABLE RIM W143'X.120'NAILS EA END e0� 2X4 41 SYP STUDS—.—l^ / USE SBCH TOMO�GABLE RIM 16 3'x.12T NAIL ON IF x120'NABS EA END NTERS $11BLE 2x4 SYFIF1 FOR MAX SPAN 135" 2-56---32 64�'NC 24'O.C. i USE 24 DOUBLE 2x8 SYP 02 FOR SPAN MAX 1ST 11111 S I I t N Nr 2-3'x.120"NAILS EA ENO MAX SPAN 159'STITCH W!3'x.120°NAIL ON 8'CENTERS - '' (c `t I ATTACH TO GABLE RIM Wl&3'x.125'MILS SA END `4 App�p \,.....1�1 j/Q`f! 3X4#Z SYP S UDS OR 24#13YPr /// J RAMINC DETAILS: iCEF/g.:'. BLOCKING BETWEEN BTUDS FLORIDIAN STYLE Np..53439 SIDINC3.SEE SIDING NOTES PAGE 3-'- II RC2O2GACP Z 1112'x 12'23 G STEEL STRAP — -- - , Z t�) I = TOP a BOTTOM OF EACH STUD U '. ROTATE OFC/f J ")`BC 2020 t'` fi<Lka'IOA, \ ` ti ,-.-- //'�"''�� {{'~' ,•1 j))'' +12_13-26 4 OF 4 •e,r � , ,C.,.7, TYPICAL CROSS SECTION 'is NOTED 4 r,7IhALfIrri ;1Y,<<rN.i.S. ` r `1w 202) 02 '2<Or LNE ENC.1,4 ERINw AP='(Q'/A.PLAN 4 F CFJ20AC P , JJI H'JH.APPROVED GAMBREL BARN FRAMING DETAILS 1 a....,. N�_orts 1°/3ov AMMO-SEE 80011.iPORES PAGE? 12 - ' mm sMALIN �MAC.a.a.,,,N I Y'o °.5F- co.Lreasc.rena ON,414ELRal awnH a, 12 vx'mxar..,n ar NK macaw. ill \ ICT— 1 kf n b t • 4 M .. { 4,,,..„...0,..,,,,,v,,. a w,ea _ 1,,, E O SSIL SPAN&FASTENING 7 ` ♦[pp�Nryl,y!^,,..„ 7 • 1 1 1 ]21 'e0%TICR Nand G i4 J+.a SILLS 1 1-2X4 �•�— /r±A+NMLS s•M.o.I (p J '1 Set'" Isy�ur.enw nnueafan',UP su,n.SE:sownr.resa . m 0 4 1 ® S4CwC SEE SONG NOTES PAGE 3 1IFNI GAMEREL SIDE:NAL..MAX HEIGHT 78.1/Z• G ;0.mvw Gm00®MT a1L09 AIr rN 4 O6. OR hit:AWL 2M N0Crra,4 CEfdED.aroGSA r Np ... _..�... �---ttm o5,.1410M IVV.WO rxn O ar Lia I onnLDw/�1E `{if I - Hai*1E0.1termw alum ty sr•sr MAX SPAN 48" AI TM lIT oa MAX DOOR S?P x001, } .-_... _ vn N oli12eX lOrta+14111111*.I a Ata N OW N,SrV4 SRN'KATE5 FASTENING 2-130'x3" ae9RNA fat s..s-..x+.w x14.4 two .� t i L EA EN .?.1111 1 1 La I j HEALER[)ETAI MWC SPANS&FASTENING RT MOOR r N to.0 1 NOTE FOUR SNgS UNDER Or woe FLOORS ONLY ..2.,,•.,,,t"t _ HEADERS 1.2x4 2-2X4 2-2X8 • 13' 6' MAX. —H X <ONL WITH lir WITH 1/2' 1 ;q _' I 1 tI Ccj.o PLYWOOD PLYWOOD END WAL_' . FRAMING •°`1 = ( FRAMING DETAILS STEEL FRAME OPTION I DOCKDAD:-SEE ROM odix NOTES PAGE t us w.rse.8.oa..Nmw aGa© artr.im»aar taMA tail/ry w 9.17$ ..eH,Sia cuo.xaN, X' L79 i "'' "d'"e'dt�il.98" Z.0,srEE,Top ASA RAFTER .._, ci ,.� n �. ♦ OJER 10GA STEEL TOP RATE CONT. OEfKJNAE S EAYF ENCLOSEDy / '. `1'"1� FrwaGG,�atat�mxtrx oft,WWI o.niu fAS1EN Do'FIX Sr SCREWS!'OC ,t _ _ __ q, ty wr+.PWai'N.A•••p' 's+^mu a®.woemia"arta. 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WN MAIM RiTx�JY'SCREWS AT 12'�Af:INC 4 ww,."ac. we*x,a.a GABLE VIEW SAVE LINE WALL - >RAMIN�_� dam'„ T NTA. U A- } ti ti to WMtoI FST(INO-SEB PADGOtAi NOTES,-AAA C4 0Mi •V yT M c'10 °moiwm.w' ."F roe j( HEADER DETAIL,MAX SPANS&FASTENING !n 4 "i $W u.�oNrn+os.a,nee--..-----",,,_/:',1\ +� O0"fOrr, "r ::ne (HEADERS 1-2.4 2-2X4 2-2X4 ;J z `n " 4 .=;w."w"wmnc..a � 1\J �ral`m�iT.w 79,1974 I # 7UfiiG ;avi,-,':.. s>.,..--- --- C�\." Iw3iS' a Nin om �3 f�"eE2f .a+catirIll - v ? ..xy , ..a ,.a„,.,d v •❑ , 4 J amp:AaE=WC NOTCS PAGC] / ,90" P-IA 5- _... •••,•'•• G , c•. rwRn VVOL,panda SIDEWALL., MAX SPANSI 22.5` 84` 95` ... rgeV. "ZrAr ! HEIGHT - FASTENING 2-#40x� 3µ 4-a10x3t4' lDaM10"x?t4 ^ caxrR a au5 seLn!NE a fro.vx Ac se.an caawcl P SCREWS SCREWS SCREWS 9.u..x. m.,, i -' wnAu.waac.�.. EACH END x EACH END_ 4 799919997.79. '•• j Ontyp PI ,xx«.N-ua•,T..r.. ' .o pax e,,,laa'PA9w I GSt.,AACKcoIi i 9OTTCM TRACK COkT RON, 8011AER tNC. ____ ST • ....... Slil SPAN ti FASTENING rte....,.. 55p ATp a�'. ..............._..-.... C__.. tVr}K� QA. 30436 PTBM X SILLS .T„1-2x4__....., '11 (911)•E26-3266 i 1 1 u i I .......... eTli c TI' DETAIL .... T�_� �` vA 4,.Eh,'�O ,/s, 1.4. ;MAX SPANS �” M ....., __"..F` OPTION w .,.,._...._.. !FASTENING 2-_#'10x314' r 8C2J2fla_P �sP FRAMIN �%� , 1 M1 EE FRAME ST No.52-43'.9 - 'FLE ,I,+.::,A ..�.�._e a A. '6 j STn[L STitD L'TAIL -*' -* :.* ! wtrie a naa(,sP •.�. 1 SW.52.AX.C.79•ICC$ATS4O 1..... ,-, 'x x) '1)tI :`� i '..,..&77...9 •. STA. GF .- raA .A.n., a 1 sae 32 2^ ;r:T.! G lE73A '',,,<.7‘,3,,....."4`YGY 'F• ty12-t3-20 6 of 9 1 C-7••C-: L NONE 20;x3 0-2-.2,0. UNE Er-tGINEER,'^_,-; APPROVA, #':A v F FS 2:22OACP '-`NO'I r�ri4I APPEcrvE�. _.._ TRESS SCHEDULE P�{1 TR 1 u c. FRAMING:WALL PANEL AMERICANA WITH PORCH OPTION D,113SY 3 Ft AT ENGWALlT 9. -----.........- .__.......__._...,._..._.....-.._.............................-- ----- b TITCH T 13"x .121NULS FCCr _...-.COLISLE TRUSS �\ AT ENIANAL49 -FeLD TRUSSES 21.00•.. SS f��ff,, �y�,� ��yy,,}},, 244A.1S-A a•TRUSS PLATES lfITEX i USS p e c po;,7 �P _._... - DO1181.E TR438$ WM>fl!•I i1Ax 3.81 12 .. RO�f7Fkafr SPF Re7oF11x';EQUIVALENT EACH SNOE OF T R I D ? zo6c,AlvSTEEL HAT CHANNEL •IIII € W/(2)2.26*x0.131'HTNNLS PER CClL1-�-,, 1 1/E X 1r 2$GA.GALL,.STEEL PLATE- - - .++"i �` -.go '' {%}.165'x 1.23"NAILS t. •! _...�- 2-.==,_ .1 41 9YPK0 STVp92.3.1g Off NAILS �' `go - .r� I ,f t9 2 {Ji 2UG GALL/STEEL MAT CHANNEL C EACH END 1 a1i© a "1 5 W/{2)22F x 6.131'111 NAILS PER CONN. h . L4�iT ....._.,_ i{ r.,� 411 (.. OIl ET f ) a i` RIP a 44 O is F„ 9 ggf\ 1III _ MONO•SEE scow NOTE$PAGEE. - I -.. �: ( ,rsr. d sw to $ pC - 9 P If poll r.►'Nncx nxN 'rr. , 1'.frx1r26GA.GAIN.3itkIPLATE-- 154 PLAIN 9.a as rsa raf r o I(36 'a' _ TOP 6 aoTTOM Of 2ACN ST110 'I SEM* a » 'a 'x > ROOF I FRA:`A!IN 18)1.25•x.106'NAII.S(TYP.) a.a'Ts'osan Ir .=D� xT 255 SYP r2 PT FLOOR JOIST 1e CENTERS '"" --A' )k a ; • f. 1 U.-i* t -PT SK476 lxe wasua+s .ca. I'. --I3' 6' MAX._..,......,_ _._ n,<a 286GALV 8TE0.MAT CHANNA NOTE FOUR (55405 U*2ER ire.V WOE FLOORS ORLY j W!{2)E2?'xRI31'NT HAAS PER COtai, tHXJG.E PT TliVSB CA. LC YYALL 1-R,f1`VIIIY(..3I ! 4,_ WI 1 1f2'x it SSG STEN STNAP- �- At r SPACING Aaraka/toms i a-. TOP OF&TUO&TAX EMD OF TRUSS .✓-� N.i3.. U }� (A)12W%tag NAILS(TYP) 't 1 ii t: MLO( i >7 r 12-1a G GALL,.PLATES ON---- I 'N.-2 X x PT mon.TO UNDERSOE '1.�'; .. 2OUTSOE SURFACES"OF 4A POSTS OF TRI faVF,423'x.126'GAL/ 44::"✓1; 1>YO 143-10.120'GALV NAYS EA PLATE r AMMON a•SPACING 12 y)o�� d ` OPTIONAL PORCH DETAILS „e, 3 n ',. �w "M'" ` , -£. rs.wr i.,sn.aw...• W MI"xIYf10NCIgIxiEON ti OPEN PORCH AREA- OOLIBLE 2x4 SYP PT TOP RIM RAFTER + •, °Yx�+s.Meni Int.. j 1...[.11< 1 11r x IF 25 0 STEEL STRAP- 5Ih4 ir SPMF WALL TO CORNER POST OVER 2x4 SYP PT TOP PLATE CAM. I 1I �. TOP OF STUD&TAIL END OF TRUSS i �L-FASTEN W/2.3 126 NML9 EACH ( {6)1.25"X,106"NAILS ffYP,} , CORNEROUSLE 2x1 r4'F SYP- 1 4)41 PT HEADER SUPPORT - STUDS [ • VW 24 PT JACK STUDS I ........,,... 90" MAX x�q ,.� .. i , a- - _" ''. ..'"7$ ! ," nib ,x.' x....n+.. III 2t'�AN�i lI •;.11 IR OF PORCH _ sTa $T. 7YPLCAL vaa,fRMNNG wnuotor0•-.,,,,,.,......00... ((tt 1X4 PLJPI.IN DAD4'ED€INTO ,..-...III ---.- ..M._ 8"OPENING „.-. ,.,...,.,,,_. ....._-__�_ 9i.N 76 3466 36 'I-- MOOS aT 3a-AFTNSzct i 1. I� * ,,, _. SLCTO S 5 t2TWEEOR N STUDS I @ gg Il @: Si , ••,,{31` „�f PT Ura ia'6-WIDE 2X441SYP SOTTONPLATE•1__.-1----- .,•,,,.,�„{:�—f ..tti'lu'X,,,,, }• -I8' 6” MAX. i FRAMING: 3'1f..126'NAIL S'SPACING .. NOM .' r .1 - - ,� 1 i YVAU. PANE(. 1 113"x tr 266 6A,LV STRAPS i SM x 8 FLOOR DECKING- •-.,,_ ��---1'}-?_ ©/x'/ 00TOFEASTUOTORAI OIST ON PORCH ONLY in aCOfPO9RE} 3•x18 gA"PL�TEGtNor Pe- Z. ~� I yGFN3 �-yc- F-- „t -T- I AMERICANA W{TN FAST NWm-11/R x.166"NAILS FASTEN tw7G,�2-1tt'COATEDSCREWS SOT/0410f444 CORNER PpgTS L��/..� G(...� f I PORCH OPTION EACH DEdt '0 EACHJCfST ,�3..2.2Wx 131"GALL,NAILS EA KATE 3 i N.T.G. Foe 2424AC.P No,6 8 SIDE WALL FRA\lNL ��/a T' �} �L „PC�rt{ H * * TI.F L �L µ^1YWf r" ec 2020 .. 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'SN1N31SVd9SNYdSXVW•(0'130waavaW rNN 0TMOit3014*wt IN, ,wo-trtr»t 30(74 3dn•10 3 k.�C)941YH3 13315 210.3 f1NIWV114 ___ _ C ....\ , Alm/AA. 1 : - -- ---......--.-- ELECTRICAL NOTES, icig40 0 1 1: AS PER NEC ARTICLE 330,30<b) SECURING OF nj234C 'dafillaDR's.REDC SAFETY GLASS,ACRYLIC.°R i —_—__ MC TYPE CABLE; UNLESS ETHERWISE PROVIDED , ; 1..q ......c, 9I p-ii. , -. -, CABLES SHALL BE SECURED AT INTERVALS NOT 1 0 EXCEEDING 6' AND SHALL BE SECURED WITHIN ° 12" OF EVERY BOX, CABINET, FITTING OR b:z OTHER CARTE TERMINATION g t 6 4. . . .., 0-,.... 2: ALL WIRING SHALL BE #12 GAUGE 3-WIRE MC 2 1 c CABLE OR LARGER . ....,fgl , . 3, WIRING ENCASED IN ALL METAL BOXES . a 4: MAXIMUM NUMBER OF OUTLETS PER CIRCUIT, 4 51 MAXIMUM NUMBER OF LIGHTS PER CIRCUIT: 4 60 MAXIMUM SIZE CIRCUIT BREAKER IS 20 AMP FOR 12 GAUGE CABLE 0 0/4.,,i1 , 71 PER NEC 210.8(A)(2), GROUND-FAULT 1 t --i--- CIRCUIT INTERRUPTER (GFCI> PROTECTION IS Id INSTALLED FOR ALL 125 VOLT SINGLE PHASE 10 ,,,----'-' 15 AND 20 AMPERE RECEPTACLES c.; AThTer—C-ItscAl.trNects 1 :. ELECTRIC,Lq, DETAJ,L$ cp ixovarczrnAcaz ..., 4.I1 • • s...J'qtp 2 I '.: 141.C. 0 LIG...P‘Krume 1 TLE,,7:.v=7,=.","• . I'A' G:1 1. rA-2 c,i; ...o-,-,0,,,c,ax ATOOK.E.N0wy.m .4 r x.),''.4 i .> @ oro.mmxxt. UARit.sta.74,4ccilewA0 I '' 's '1 • a . %AAA,eek,rwP,me T.*2.44 , .-- 1 S 0 4';;.1. L,4 05, /,,,, ALLMIR. GDVLCIIPSS'sl.ITRTCTKTAGnAlILNGSE 3 DU,_.A6:4-IncicoV.dEANSIls.lE7EATSRvITTIEitNL[NCR,PMEL DIRECTLY LINGER E C I ER113RFACE . 29 GA STEEL ReLAP E X TERIOR DOOR PANEL ATTACHED VERTICALLY WI TM *10 x 1' SELF DRILL SCREWS OK,6'CENTERS' 4, 29 GA STEEL -P-RAIL TRIM TOP 0 HOT TOm IIF DOOR PANEL. 5, L5' WILE x D.040 ALUMINUM PIANO HINGE ATTACH 10 IRISH I RAPE WITH MID x 1." ELF DRILL SCREWS 001 ur MAX SPACING ATTACH PIANO HINGE TO VALL CRANING WITH AS t 125'COATED SCREWS Obi ir CENTERS. 6. MAX SINGLE DOOR SIZE 60'WIDE x 79'MICH 7, MAX DOUBLE DOOR SIZE 92* WIDE x 75' NMI 8. DOUBLE DOOR INACTIVE DOOR TO HAVE i' STEEL PIN READ AND FOOT DOLTS 9 DOOR LOCKS TO BE CI-ROME PLATED'TEE' HANDLES WITH i' SQUARE STEEL SHAFT ATTACHED TO WELDED ST EEL INSIDE 'DEE'HANDLE aP nempa_DOORS INCLUDE 140B/LE MCKIE TYPE MORS, INSULATED T OTSRO-ASS op STEEL PRKKtutin DCORS, INSID A1F 9 F INKIKEK ASS AAPAk WORT. OR ROLL-UP STEEL 15101454 frElfn PLASTIC SI-PCI. ,C444.4,,F14,41 I a,W., 14 ° IVA E '"", ....,...4,.. .,.. ..n, , ......', ..1.7. ;,..).C"ISE: .71. ....... ri);;'1 - ,, ul. , c ---.. x 4 • C i- 9,14C _ .. .....„..... .., ..___ _- ELECTRICAL DIADRAM • I --...........-.. ••A.'" 4-•..•,,,C31, '3 DOOR DETAILS EBC2020ACE - • .IA- :.*I * •rf:: DOOR DETAILS -.;..-.0, zirrliti .. Ef-1 : .., ..-. 1 s..p'. ."iti.:: -70C 2020 4 T tir_ ,IC,•'. iri ,,oP....,-;,., '12-I3-20 9 of 9 NONE fifor,1,0- -m../\44%.“.......... 2021 (,,Y2.l?Ti,,)?1.301 ENGINEERING,APPROVAL PLAN S E3C2U2CIACP"I'NIOT Witli AIIICII:E1I) PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST III 2x4(6) PT RIM JOIST FLOOR JOIST GENERAL N❑TES , 0.. ` mmi 2'x2'x1/8' ZINC PLATED WASHER 3/4' PLYWOOD FLOORING a w to 0 MMMMMMMMMMMMMMMMMIIIMMM 1. BUILDING ANCHORS INTO EARTH SHALL BE z N o 1/2'X4' GALV LAG BOLT 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE =\ �' ANCHORS BY HOME PRIDE OR EQUAL WITH 11:46- ANCHORS A" ANCHOR ATTACHED TO BUILDING MINIMUM EMBEDMENT OF 24' AND O t1/1 WITH 1/2'x4' GALV LAG BOLT • 2x4(6) PT RIM JOIST N THROUGH WASHER, THEN EYE OF AVERAGE HOLDING POWER OF 4,000# o� ANCHOR, THEN RIM JOIST & Illit 2. BUILDIEG ENANCHS INTO H MINE3' M BE JINTO END OF FLOOR JOIST 1/2' WEDGE ANCHORS WITH MIN 3' EMBEDMENT <0..2'x2'xl/8' ZINC- 3. ANCHORING SYSTEM TO GROUND PER LOCAL 3 maGRADE i PLATED WASHER BUILDING CODE. LOCATE ANCHORS PER o Q, 1/2'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN x JC.i 4. ANCHORING SYSTEM TO CONCRETE SLAB PER La o a PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER o o� SPACING REQUIREMENTS SHOWN WITHIN Z •.IJ REQUIREMENTS SAME z F O i-a AS ANCHOR SPACING 1/2' EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TO a z > REQUIREMENTS z 4' SINGLE HELIX & MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAD A: 3 0 EMBEDMENT 24'. LOCATE THROUGH WASHER, THEN EYE OF 6. PAD SPACING OTHER THAN END PADS IS w Z of a N ANCHOR, THEN RIM JOIST & CENTER TO CENTER J a SIDE OF BUILDING, END ANCHORS INTO END OF FLOOR JOIST a a a WITHIN 2' OF EACH END, THEN 7. BASE OF EACH PAD TO BE 8'x16'x4' SOLID 8' MAX ANCHOR SPACING. GRADECONCRETE BLOCK (CEMENT AND SAND MIX) 8. HOLLOW OR SOLID CONCRETE BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING > —2 SHED WITH ATTACHE D SKIDS 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR SPACING IS BASED ON ASCE 7-16 E N D VIEW 4' SINGLE HELIX & r EMBEDMENT OF 24', LOC LOCATE RISK CATEGORY 1 BUILDING EXPOSURE B m o z ANCHORS ONLY ALONG LONG 160 M.P.H. (3 SEC GUST) 2020 FLORIDA Z v s SIDE OF BUILDING. END ANCHORS BUILDING CODE 7th EDITION 40 ., W o N SCALE: N.T.S. WITHIN 2' OF EACH END, THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF O inn ru 8' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT 1-a,o ,, ce 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE tn0 r.i a o0 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG 1 13. PIER SPACING REQUIREMENTS SAME AS 2 u'2. , No._ Z AUGER ANCHOR SPACING REQUIREMENTS CO ,nro, 0„V- ANCH❑R ATTACHMENT DETAIL � �J ~0a.UU V O W r O.x SCALE. N.T.S. tonpp 00_I- L)043 2x4 BASEPL• (1) 1/2' ZINC PLATED NUT 3/4' PLYWOOi (1) 2'x2'x1/8' ZINC PLATED WASHER op 2x4(6) GAUGE G-90 GALV 2x4(6) PT RIM JOIST STEEL 1,5'W x 18'L �� ft A.. ., MEL 1/2' WEDGE ANCHOR WITH U-SHAPED BRACKET 1/2' x 12' EYEBOLT 3' MIN EMBEDMENT INTO ATTACHED TO EACH ...ft....- THROUGH "-""- SOLID CONCRETE SLAB STUD I. FASTENED W/ EYE BOLT ATTACHED TO ANCHOR WITH THROUGH 2x4 WALLPLATE (14)- 0.089 x 1.25' ROBIN BUILDERS INC. ""� (1) 1/2'x2' ZP BOLT, (2) 2'x2'xl/8' & 2x4 PT BOTTOM PLATE. RING SHANK GALV NAILS 552 S. STATE 5'y'. ZP WASHER, (1) 1/2' ZP NUT SPACING OF ANCHORS TO YO S GA. 30436 BE MAX 3' ALONG ALL 2x4 BASEPLATE 912 526-3266 FOUR WALLS WITH 1 Digitally signed A-24 SIMPSON (or EQUAL) MIN 4 '� 8706 UPLIFT WITH 1/2' WEDGE ANCHOR WITHIN P OFby:Kenneth E ._../ ANCHOR • ANCHOR MIN 3' EMBEDMENT. EACH CORNER. la 2'x4' P,T. BASE Vogan/ ......,,.,..., LOCATE ANCHORS ONLY ALONG Pi S ONCRETE SLAB BY ,,,n,,,,� CONCRETE SLAB BY LONG SIDE OF BUILDING, END T ! Date* 021.02.08 OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH MIN 4' ! OTHEJURISDICTIONS LOCAL CODE ;°��a?TH'E V�°'''- 12 :41-0500 TIE DOWN DETAILS AND JURISDICTION END, THEN 3' MAX SPACING _L xe"'9e APPLY APPLY ?k. SO f I have EYE ANCHOR SYSTEM _* * *= view d this v'.. w� docu 'ent SHED WITH ATTACHED SKIDS SHED WITH❑UT FLOOR s.�oF .,'Rs:A !�". p'' Loco n: 1170 "'11E DOWN "+ ANCHORED T❑ CONCRETE ANCHORED T❑ CONCRETE '''?s',°,"^�s`' Su erfield Dr. END VIEW END VIEW Cu ing,GA t°�/ts/2ozo 1 of 1 30040(678)315- AS NOTED J SCALD N.T.S. SCALE. N.T.S. 8395 PLYWOOD FLOORING 2x4 BASEPLATE ill FLOOR JOIST 2x4(6) • PT RIM JOIST FLOOR JOIST GENERAL NOTES / ��.a— \ 2'x2'x1/8' ZINC PLATED WASHER <vvlo 3/4' PLYWOOD FLOORING \w N N Jmmmmmmmmnommmpmma 1. BUILDING ANCHORS INTO EARTH SHALL BE z 0 1/2'X4' GALV LAG BOLT t1c� 1111111111Eg1 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE o� �" ANCHOR ATTACHED TO BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH n n WITH I/2'x4' GALV LAG BOLT MINIMUM EMBEDMENT OF 24' AND N "" 2x4(6) PT RIM JOIST o THROUGH WASHER, THEN EYE OF 1110 AVERAGE HOLDING POWER OF 4,000# ANCHOR, THEN RIM JOIST 6 2. BUILWEG ENANCHS INTO H MINE3' M BE J 0INTO END OF FLOOR JOIST I/2' WEDGE ANCHORS WITH MIN 3' EMBEDMENT a ..2'x2'x1/8' ZINC- ;m4DGRADE / PLATED WASHER3. ANCHpRING SYSTEM TO GROUND PER LOCAL BUILDING CODE. LOCATE ANCHORS PER <o � 1/2'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN X JL:i 4. ANCHORING SYSTEM TO CONCRETE SLAB PER ``' o a PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER (� 0 C REQUIREMENTS SAMESPACING REQUIREMENTS SHOWN WITHIN z C'_, AS ANCHOR SPACING 1/2' EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TO a i •> REQUIREMENTS x 4' SINGLE HELIX 6 MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAD z 3 O EMBEDMENT OF 24'. LOCATE THROUGH WASHER, THEN EYE OF 6. PAD SPACING OTHER THAN END PADS IS w z o z 4 ANCHORS ONLY ALONG LONG ANCHOR, THEN RIM JOIST 6 a SIDE OF BUILDING. END ANCHORS CENTER TO CENTER Awa INTO END OF FLOOR JOISTva= << WITHIN 2' OF EACH END, THEN7. BASE OF EACH PAD TO BE 8'x16'x4' SOLID 8' MAX ANCHOR SPACING. GRADECONCRETE BLOCK (CEMENT AND SAND MIX) 8. HOLLOW OR SOLID CONCRETE BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING > —2 SHED WITH ATTACHED SKIDS 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR SPACING IS BASED ON ASCE 7-16 - E N D VIEW z 4' SINGLE HELIX 8 LIN. RISK CATEGORY 1 BUIL➢ING EXPOSURE B (f) o ENCHORSNT LY ALO LOCATE ANCHORS ONLY ALONG LONG 160 M.P.H. (3 SEC GUST) 2020 FLORIDA CS 0nco s SIDE OF BUILDING. END ANCHORS BUILDING CODE 7th EDITION ,, V`O ti wON SCALE, N.T.S. WITHIN 2' OF EACH END, THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF c> �*)n N 8' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT .. ,-<,o w ¢ 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE 0 (^0� a 00 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG I 13. PIER SPACING REQUIREMENTS SAME AS v'z N AUGER ANCHOR SPACING REQUIREMENTS `� ,t(',or o, 00 w ANCHOR ATTACHMENT DETAIL ,40 ~'�U 0 UV O �Qw SCALES N.T.S. in n on 0043 2x4 BASEPL' (1) 1/2' ZINC PLATED NUT - 3/4' PLYWDOI N (1) 2'x2'x1/8' ZINC PLATED WASHER 11...i3.126 GAUGE G-90 GALV 2x4(6) PT RIM JOIST STEEL 1.5'W x 18'L /', i 1/2' WEDGE ANCHOR WITH U-SHAPED BRACKET r 1/2' x 12' EYEBOLT 3' MIN EMBEDMENT INTO SOLID CONCRETE SLAB ATTACHED TO EACH STUD I FASTENED V/ ""'�""" f1 EYE BOLT ATTACHED TO ANCHOR WITH THROUGH 2x4 WALLPLATE (14)- 0.089 x 1.25' ROBIN BUILDERS INC. A A (1) 1/2'x2' ZP BOLT, (2) 2'x2'x1/8' I 2x4 PT BOTTOM PLATE. RING SHANK GALV NAILS 552__5. STATE SY. ZP WASHER, (I) 1/2' ZP NUT SPACING OF ANCHORS TO LYONS, GA. 30436 A BE MAX 3' ALONG ALL 2x4 BASEPLATE (912) 526-3266 T i- A-24 SIMPSON (or EQUAL) FOUR WALLS WITH 1 Digitally signed MIN 4 ;r 870* UPLIFT WITH 1/2' WEDGE ANCHOR WITHIN 1' OF by:Kenneth E ANCHOR MIN 3' EMBEDMENT. EACH CORNER. Wats 2'x4' P.T. BASE Vegan,/� LOCATE ANCHORS ONLY ALONG Psi ONCRETE SLAB BY ....... ..,. CONCRETE SLAB BY LONG SIDE OF BUILDING, END T i ,�,�E Date:, 1.02.08 OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH MIN 4' ANDOTHERS LOCAL JURISDICTIONDE ,,,',,W.H,E�1O' , 12: :41-05'00' AND JURISDICTION END, THEN 3' MAX SPACING �,�;moi.*e'.. , TIE DOWN DETAILS APPLY APPLY ..3"4,. c sory I have EYE ANCHOR SYSTEM ,...‘5.x. _*f * *± view d this SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR =�` u� docu ent ANCHORED TO CONCRETE s;2s..A.o.�,." Lace n: 1170 4-11E DOWN '- ` ANCHORED T❑ CONCRETE '''S'ONA1Su erfield Dr. END VIEW END VIEW Cu ing,GA 1'f�13/solo 1 of 1 30040(678)315- , AS NOTED • SCALE, N.T.S. SCALE' N.T.S. 8395'