Loading...
HomeMy WebLinkAbout22-5464;. Phone: (813) 5335 Eighth Street i ..... BGR-005464-2022 Issue Date: 01/13/2023 f f R f N e tti +� + ♦ ct r " f x +11 NIFIT111111711111f r M � :f:.� • i" ' 4 � ' A '. � �: . �' � vac � :� ` it _�.. CONTRACTOR SIGNATURE THOUT APPROVED =W" 11111iiII III ;1:1:171MUE 813-780-0020 City of Zeighyt-hills Permit Application Budding Derrart ment Date Received bone, Contact for as I 4*41soflilk E33K Is TT� Owner's Name Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS n,,.p LOT# SUBDIVISION /V, PARCEL =L— WORK PROPOSED NEW CONSTR AD[hALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIP'nON OF WORK BUILDING SIZE SO FOOTAGE HEIGHT OSUILDING VALUATiON OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESSENERGY W,R,E,C, =PLUNPANG MECHANICAL VALUATION OF MECHANICAL INSTALLATION L---j =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 43 5 t comismy L �',o� E AL FrEGE3TERED YIN FEE CURREN C') �j "E, I r--- Address 5-, �V/C, �,?S 14 �,O- 'ct, el 4 License# A �Y I N �FE F 'c �0 3 RREN EL ECTRICIAN COMPANY IG TIJRE 111G.TERED Address I License # PLUMBER COMPANY SIGNATURE at r,r z c 1 FEE CURREN Address Licenseis MECHANICAL COMPANY SIGNATURE RF(aSTERED Addres—A OTHER I COMPANY SIGNATURE Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of SuNding Plans: (1) set of Energy Fryni% R-0-Vil Permit for new construction, Minimum tan (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Marc w/ $R France iraniffed, Sanitary Facilities A I durripster: Site Work Peanit for subdivisions/lane projects COMMERCIAL Attach (2) comptete sets of SuRding Flans plusa Life Solely tcaylet (1) set of Energy Forms, R-O-EV Permit: for reno construction. Minimum ten (10) working days aftic subontod date. Required orcre, Construction Plans, Storrawater Plans w! Silt Pence instased; Sanitary Facilities A I dumpster, Site, Work Permit V all now projects. Alt commercial requirements most meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. '—PROPER rY SURVEY required for all NEW construction. Rff Ind application completely, Owner & Connector sign back of application, notarized It over $2500, a Notice of Ciandefersedrurat Is required, (A/C upgrades over $7500) — Agent dor the conbactoi)ur Povearof Attorney (for the owner) would be someone erth rimarized letter firernowner authonong sarne OVER THE COUNTER PERMITTING (copy of contract required) Rumors if Flarslits, Sewers Service. Upgrades AIC Fences (PiritiSurvitylFootage) Driveloalm-Not over Counter it on public roadways -reeds ROW 1 of 2 12/21/2022, 3:22 PNI NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions'° which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED NT OT' CONTRACTOR RE I ILITI : If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division Licensing Section at 727-847w 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the" ntractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I certify that 1, the applicant,. have been provided with a copy of the "Florida Construction Lien Law Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate,permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTIN RESULT YOUR PAYING TWICE IMPROVEMENTSTO YOUR PROPERTY. .}I�F YOU INTEND TO FINANCING, CONSULT IT'li LENDER A E' BEFORE E RECORDING I YOUR NOTICE OF COM NCEM ENT. FLORIDAJURAT(F, 4' OWNER OR APt ', „e'. :. ,w v N1 A 1 Subscribed s d sw{ affirmed)be re me this Su or'bed ands to(gar affirmed)before me this Who is/ar pars y known„,to me or has/have produced WM is1 , p sonsii nowdn to me or has/have produced identification es identification. t ry Public Notary Public Comm! n lN comm ton No. Commission#HH 326572 Name of No ,p n 12,2026 m of, ty p�gqp �,g yypy �4P.. t,'^P Je@c,e9af4dG.di� 4aVr,7 Cornrni ion HN 326572 snbor 12,2026 INSTR# 3054oRK1 5PG Page 1 of 1 01/13/2023 1043 AM Rapt: 2541454 Rec: 10.00 DS 0.00 IT 0.00 Nikki Alvarez-Sowles, Esq,, Pasco County Clerk&Comptroller N C OF O fit F t No. Cs - 4� Iroperty Identification No. k " i t C3 -e5C Ca T UNDERSIUNDERSIGNED h by give taforms youthat the improvement will be made to certainreal proo and in accordancecenrdan with Section 713.13 of the FloridaFin daStatutcthe following fonnattonssprovidedmthls NO 7I OFCOMMEN l.Description of pro (legal d r) o c r,t.I4LS ( g c r )G a) treetAddress y22.0eoweldescription of improvements: 3°Owner Info °on a)a)Namaand address, 1 £ b)Name and address of fee simple titleholder(if other than owner) c)In ia property G' C.0,.. I E 2 )t ,Contractor lthrmatton k L , - , cJ e)Narn. aended s: 1 / b)Telephone No.: Fax No.(Opt) 5.Surety Information 5r1�~ 1ps~ -7 E O a)Name and address: b)Arnount of Bond: c)Telephone No.: Fax No.(Opt.) 6.L ender . a)Name end address: C� Phone No. 7.Identity of person within the State of Florida designated by owner upon whom notices or other documents may beterved: } a)Name and ad s: i Si)Telephone No.: Fax No.(Opt) 6.In addition to himself,owner designates the following person to receive a copy of the L.ienor's Notice as provided in Section . a 713,13(1)(b),Florida Statutes: `' 0 a)Name and address: Si)Telephone No.: Fax No.(Opt.) 9.Fxpiration date of Notice of Commencement(the expiration date Is one year from the date of recording unless a different date is µ'F specified): + ra o-• :M WARNING`TO OWNER: ANY AYMENTPAYMENTSMAD'E Y OWNERTilE N OFTilEN017 OF COMMENCEMENT AU CONSID ERE OINPROPE PAY F 713,PART I,S ON 713.13, FLO A ST A S,ANO CAN SUL'T IN YOURPA GTWICEFOR tMPRo 'S YO PROPER A NO'I7CE OttMMlENCF NT MUST BE CO POST DON F.IOS S S F E o INSP ION. IT YOU IN11114I5 OAlIt FIN G,CONSULT YOUR Z ER OR AN A RN Y RF C MMNCING WORK Ott RFCO ING YOURUS NO'l"ICE OMMENCIEM S1° COUNTY OF I'ASCO \ aftSmmev or Ow eea`a Assttsair d OftieerlT)irednrWut seiJ 4asse Y ' The foregoing instrument was acknowledged before me day of 20 by as (type authority e.g o Snistac,a €n fact)for {Warne of partyon belsatf of mSestnsrnoas was executed). o Personally Known CDR Produced identificatio Notary Signature u Typeof Identification Produced ' ` 1 Name(print) LA Is Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I havercad the foregoing and that the facts stated in it are true to the best of my knowledge and belief. S ens gn F x Commisaton#RH 3 72 "der vExsOecemberl2,2026 .s Tc!9 ( V I / I / __ 'roe [ IN! I NC NI LRINC, (.,l,C I LL STRIJC.CURAI., FNC1NFFRS February 12, 2021 Mr.Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road, Building C Tallahassee, Florida 32399 6563 RE: Pion Approval Robin Builders Plan# F2020AP 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 Floridauildin Code, 7th Edition 2017 National Electrical Code (NFP -70) Florida Product Approval Rule 61G203006.006 (F AC) All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. These documens 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 uilder/manu₹ccturer 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 `rom 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 tile with Top Line Engineering, LLC. If you require my assistance in any way, please do not hesitate to contact nee. Thank y₹ou. Respectfully,I' i I William E. Neary,t((t Business Partner Top Line Engineering,, LLC + L` :' � r ' ' m Please note: Any questions regarding local permfthng should bshovrd bt directed to Inc Manufacturer. The Monulacturer's contact inform ton con be found in the title block of the plans. 10649 r akvie'w Pu?flte Tcr .v C:e t ta'I,u FL Cerlifieer"c cif A Thor' ten 3 15 / `s (NEPAL 6rEs — __________________________ 1 Foun,da ita, p la s are rob pOr r trv. pia° set end are ?u2c1rg C,G 202F1 r C, 7trt 5dltio E c governed by t owl Jea r"s`Isdicto > xa a as 2 Tk alias ore approved or sldentra.E €awn storage c-rhy. ASL" 7-16 a > his butdng e e=.enpt thor +lam F`EC� per sec ions 3 21117 Natrcoo. Etoccric R1&1424 24021 i Cod (NF°:l-73l 4 Refer- 0 tie down de4a cr p rraer =rte aUltrtn Bthig Type Rns oent,o. Lawn Storage reap'.rer n s to reel code c t , > b All ea bser^ r r c- rsttion be 42 S'P except or rsc d noted. Morufacturer, Poker du`ittders Inc. j er 5 Ou'tters shall be srte ins e tea per she Oca autY vsrr.ty ( t.yore Go f "• `�(`zi } heaving Jurisasectton and peraltttrq requirenents Agency T p Line Engineering, LLC f _, 7 Aft wrrrduvrs and doors to meet ke nin4t,,- specific-a i..Er�.>. AgerAly Pier iu-u k 4 per the approved plans 6rd the 1-lords oag Bur ding Code € °°6 trt r-t or, T s J- 8 In accordance x h, �' 2'd;�i)", 'Storage s,)eds 1-h at are r ( > u> rot designed °u^ reran lob to-han and that have ftoor %r'£ Protect on area of 720 soosre Feet o, wens are not ega,rrd to i re Suppression System Si .w cohp£y with tie mandatory w(ndscrre debt's ipe.ct Occtt 7ancy Lt"tlrty ' r . standards o+" this code ,a ' k o9, in accordance With FBC 101 I, ex„e tion <103 cveldrr� s Atipwabte r# cs° S orieS a is rrFt .a i<o that reIntended G `) a m v e. 400 sg ht r eec and that are i tended for f"3r.¢l e€if1 R ee roteg,r. Y'y ...` {, t tP t. i "' ₹ C use in conysarrct,'.7n with one and two-fan,ayreopen-c- Pert ally f'rtc,oseo ,-I N6 :'. '-su err not suns ct to tt boor ergot orb weltr= E Wi d velocity 150 mph C pcsue a< a- re arenente o£ this code, str sooharPs 400€ S q £t or nore r Zr bz q _ j Fire Paths of cx t ri r 'w' ;is ( four � ff,�O` e�shall have on Btndrsun daor. I ... -F'a'c� F 5- '3 10. In accorelunce with Florida Ito lute S:O5$0 (l)d, low', d door` i.i,r im ed/De). Load 5 :"? F, ;i p5f 0 i !!! sttirego kauEEr�n�e�s era storage shed= u+£.arEVKc the '��nsn3;� � .aS37 Lee Loo Deed Laecl p 2e C3.=f; 9 �'r...f=`�a� Z�S'$�2! ur of approva. O, the depertrrae . are notsubject _o 1 Rating oP '- cu Watts, -off R-3, ,<-0, P --r '-'- 55,3642 (flor°ida product oppra ar 3 out shall neat the s [ Weir ai[ ir t H riss� tat fora₹recd+.zire exerts tar Thy Gu'2€i F 7th edtdnn. Square Footage. 719 sq-f4 r'° ,� 25. Flat metdl S=raps can kie rer'z er oc,nd �t>�tzC_₹e,�raE S r Ea 55,, renders of wail studs trusses, chords, etc. to hell:. i H`0`HZ £':ppr'£iveol No "rsr r secure these members p%" ides rst the adder bend does not ,ntc f re wittl any of the s ,". ....ex^#erg i..., iw. ...._ ,__._,_„—.. F v— breaks/bends in tyre Ste z„, ..,, :2. As per FT₹C section f625 erci=•#a met tfk su;:r-a r heda {��. t`1 t a tfras are nest designed Par h.rr,ar3 habitatio aand hat. Sleet 9u robe be ..thee .y Tit-'le i ROB€At 61tYL0iEAl INC. have a floor are of less than 'a0 squa.re- e€rt or Less S Shoe t I '3Q,/fv` 552 55 are not required to cox+ s nitre the r rda ory winsla erne r debris In act standards of tires code i ' € tu.,..a-.. 't2-52a-5266 r Canfronents/:'#abddog tee lr comiditr._ e h the 2L Eho ( `l" t t. �. E≥�a.rer�' ..r - ._. 7th Eb,tior _ . see t 3 ` , raming 6ner O€ 0ta 5lodet 14 sir,eds located In hood r,azyrd areal most rorply wa'th the I •"°`••."°'•"• I C+cal P€ndd zone regulotons, Sf I.t 4 F Y'Fp.min t FLc '"id,'an ocl COVER aHE£T 15. If a watt is ':F-r aamed For^ ru -ire r,VA. un6,.s that srali. be { g,. , fho2o2osCC appraveti by. the AHJ and =IaU confvey asth tocat ( She t ` k'f.Z,i`rifi` g Gar �-et od ' regsrenents or permtt-n9 ( .` e 6 r1-oningi Steet. °r-or) 'COti00 16. tir,00ws and do -t .ns.t0 rd by a custone shall he I approved by the pu..orb 5ne,;i: conply wE h lost.k i ..z Y} `.t, t'� 3"C3.C`3{f"b PoY` rt option rexlurerrerrts for porn.ttng.. ' BC l20iz 0 i7 HVH2 componen roe- shreds r",ajr,e Snot rristai at,or. 04' ? Sheet 8 r F 00533; Moro oiQOP 00.0 -^ 2_s 2C, of, a rxi.rttfacturer'., achore tars (. u' �t�or dam` s#iC:._^ 5014E NOT APPR D R HVH FLOOR DT €L VSaRPS T::5 563' #>" _ __ ,......__...—. ,,,.:. PT 2X6 FLOOR JO€STS 9S"OC - 5/8"X 24`S"HELIX(OR EQUAL)ANCHOR FOR SOIL wr 2 SR DS TYPICAL PER,UNIT ..._PT 2.'sC RIM JO€,ST WON .. MODEL NRA 8240/2OO OR EQUAL FOR ROCK +'r t 4 SKE£75 EQU RED FOR (3 #2Ct GALI NA9t.S PER CONNf r135 GALV,STRAP OR C ABLE OF 4750#CAPAC3TY FL�cR�«r€oTr{©F�a s . ..,,s..:. ✓'y-.p_ _._ wt 1fS T.t.xP�Sd P^FtPENGY.6.IL?#S i. LY 4" LilV�v�—?___ --� hJ2SYS'f££YJi₹5c'1t5T5 j E' i € ,%azr ;aEycara xz3,.Tu€nrT 4 £�'G F:z ,> ' cc*ix.tkrxa `ss aw-€ 24 : '+� DGt CRS/Y2AKc r_OOEWTTH � ( � 44 1.x5 at„sa€�S 9xUrKirr6 m?rza.. ��t�}4 CC }( MV t'y" I:AX caa .ca ws t k 22302E V$sIEN£P 6£329 Gf:(42* ( E /1 L H±- w F.i `S X 120 GALV NA S PET,'G£)Nt+E. -- _ ,.> f �x r !'� OR A€.TERNA.TE j1)0220"x 4" � ALL FLOOR 2O)515 TIMBER SCREW PER CONK. .." m a PT 2x0 SYP AT 98`00 I!( 'f ,e j(� { FRAMING ! ,�^r 2- OR.4 X *5 SOLD CONCRETE BLOCKS ' TYPICAL I 1 C A L FLOOR M G AND TIE tX7'N ANCHORS SPACED 2'FROM 54 Ta, t r )x.T.5. EACH EP^dCF.THEN MAX S'CE<"€'3E&tS. € * M —:3'4"PL< 'WO DPT E � f j °' 2, ;f '�y , '.T 2'X$FT FL.�JC-E2 JtJf5T SYF"#2 I t< Pb�t,t 24 RK3S79U4LL£P �7@7 e 4 -2Xe x'i20NAlf.'s6 C}C d.'ftJ;"5S ogA 3C,G".3Fy �` t 1 t x 3° a c sue° 5 i 2-526 ,M6 ' A o, /2 Y.. 2 ,; 2E CA..GA:L /i3.,3sL^ �` 8- XX 12CL NAILS PER PLAT £.,/,.dTJt.ST 2Yt zxa Y.. /".6 s� r /4 v'F aiEl<3.k 2 2 2 F. �� I 7X`PT 4'IESx{7 EE`€'VdEEtd / FLOOR DETAILS SKIDS-3"% 120. NAILS 6 00 SKIDS DOUBLED 286 P1O2 r 'k" iir' ,n` ;Cs 2-5 ;t,= F"S'20 k/P S'/HG}E 46 PT OR ALTERNATE*2)0220" x:4""4M8*ER S`Cfry,.E4N NOTE:SKIDS ADOED 9"DEEP TORSO/-NO FLOOR JOISTS ALL rL.2u ST3 48/A iA wC 420 4:?,t,.5LIP.,}?T.,;$4 ThC 2020 FLOOR DETA4 _ l ;; FRAMIN DE " ILS:AMERICANA -- c q $ @•Cad a FS Z, -DrY,°„A", 441 1414144135 tt 5 370€:0!50+,131 Ek B&II 136,41 3 44 HEADERS 1-224 2-2X4 2-2)36 WITH 112' WON 112' 12 fir• --nor x}rvr w is s s , az .c Acc -. P't`�F'',�YOOD 'PLYWOOD - "l i+a r m14 n .zap�wu s aeu 331441/3424124444 c cr. 3 4 .4.TE411.T2.18 4k 040 341.WiT 0 441 'ir'�'4"Au °` w >o *1H 15,z }£K 4r'46833 64.44 4,453(433 ! , ' m 1.4X4 0-4X6..,.,t ctrnri a"g.:2.,uu_�„3;v-i—J . ..., Q f4 3 4 } ! 1 -' +t#M.f 2:f�F'/44 44 S4ikGg8 L�i4.*3'i X 14'4' 'YIJ£rAtYE'T<:h;h @fda ° $ � 5�'! ' � ; ��-9TTCHECt215`M rciYl NRil5'T' 1* MAX SPANS 126 72.. I r# cx ¢ca Ac 2r,#¢ +.l GYtI£' o- I C Li,Q FASTEMNG 2 3' 1 ' t 6-S's 120 8-3'> FF.f AT% uecstc w � 1' h [ • NAIL EA ENDS NAIL Etc END NAtk EA ENDt .._.._._......:T II. : ..B aK tf"5� p 'RU.SPAN&FASTEN NO __..... J . I al 3 u� SILLS 1-2x4 .� ... :w a ,> f } 2 I PT SKIDS INGLE 4XE Or DOUBLE 2so. 9 939994 ffi r� 3 k t d fir :. — .._, 4 5 C> MAX 8888,, MAX SPANS, 't [ kv!t ,r ,e,: ,,..r;,:.� NOTE FOUR SF/RE UNDER 23"x"*OE FLOORS ONLY 33, '. I I FASTENING j�'r?� 13£6 x 3 i .-„, [4'4 [ v YA'&L EA.EN iI } R,CiOrIN2 NOTES s.,r.?w> 2441 .._.._ ..., _..... _'—.2_. ._..._ 04*58044112 841/4,2324 22£&4 d Wx CC N,I S. 33(4,8 3,14(41,72441633 04 421244,2 00 14 38 AYE 4*3,83 34 V1 l 3t@• CC4 '&N C2*U 1840401*842 Kt PD:.2 CW 1* 38 9 Y 81A# ✓2Ft a.. 4*8855:*224 246211186 r:~� 5',> uatlhb�926Y.a3 3 VL%i / , `•f } 'm' -...._..._.�.�,... _. «^..•06 2A4/34'c'04'P1 0406/p p4%00 Pi rztr4F+' t✓�?Ft+?3.104 23$11 SC k J/ 10 834113 O.2 rJ 6 rz 1 8u 1*4825.m4r 161,828246346/68681) 9k1 ffi 45 82281 0104' $4.F';. 5' �'4- t 4140/54/54341841 1810 204'd�79 413 c,1 /4. t' E ROY''s r..Z :at O ',R rte&7WtTW.',bS Ps'R°263&'4 V,a•'§``'Y 341 012324444,32 [ —l.« 8681041841(1041 1 t11 S1� 3I}GNOT S: I !2 0041.0 - �`3txY f,t^;}fi("Nit,Y r 8^ 32)'15' V9 '/ lA TO X tl 4.d P,NTCb t I ._.•2Ya Jrc o.�7W 0 '^g'Y, 1. 8244 K S 8310 56 44*2*.C 8 WtX. ` ((0409 813,85 32,1243('brx(51(5# a+ukxa S s'¢�KaM01E5.nIsiZ 3 ,8{� ' R 1846414. 0283,243843 fd£ a .„44 a*'�)' P�FA.3:. - '2/W J&* to 59 241'X+#P 8441(3 3,4.Vskx c S3e',, R0644§ 3J{.Ofi 'f@ "� 4' 333*34(8118 23x*4172454. 9 . 32 5A =f '3, 6841'32(3Ø '2133 4442454, 0154342 ¢1Lud^s„ A 6a�F '2) 7 2*244 a3'N RF5 t1 vF r,NTO"r- /812) ...25 ,3355 A8144123,44141 1*1 47411541*4824(418 �, �" r CENiL4.=,fir sxss�x .x€kS >R1i 4Al *4324.18 S } .,..`' E i :t r p.µ£6101$2E31 P^..-503 Av.o-...iw,. 5 . s r 6 4,44 441*0'K.x641 S v i ° S�s649r Nq�.6 6 ff?@6ft 4 8'AC .,... seer 04446 iiCC 'fz.ST E � 41 t� STILE yyyy `.... .... fEt .,.....�. ....,1, .fsre r New ru;ca F3C2C20A Ah� f@A ' PT 3 S ≥z"�-_.Mi ^s''T4 k�s ' i'" ! � � a5 ixes '�"3� 4 SF//OS Dtt i:x"6"oafs +24 ,440010410 4J ₹`_f' 3'*AX ----------------. 11k4# KA:fbAt2fBUF ,Qt)fim'P 24741 0]2 s+ .3 sir s z 1 a #'2-I3-203 031 9 �' ._._D FRAMING G FOR FLORID IAN N€7TE: C SWCE CABLETATN B Ak i t8 SY a .- #ONCE t"&M f�N ATT'r#EE O F ING•SEE RO0FINC NOTES PAGE 3 ! j 6os WO, qth of wo f I IrZX IS'26 Caw' GALV.STEEL to E S HCADt£"c S3�, HNT! k4 : t` fSTRAP AT TOP OF EACHSTLJDON A aTLt*11NC SCI EES4�_E y 61C°"` rn T:."•'". �"a; • ' i' { CABL S-AT€'ACH TO TOP OF PJFIL/NS 4.151MG MG,E t AGE. :3 %X 18'2c GA GALV.STEEL —., A OV F R PAM S TOP PLATE TO STE D STRAP AT TOP OF EACH STUD ON : (1,2E 2S;'4C3E'NAILS 17"Yf'.l GABS ES ATTACH TO TOP OFF PURL S _ 5S 0/ER RIM&TOP PLATE TO STUD ,;....'. � "t SAP SEAT CAL NM [-23 7 25 X.445"NAILS/TAP,) �.. .. " OVER 2x4#7 EVE UPRIGHTS 'S .-_- 2X4#1 SYP RO TOP PLATE { srsv .zv; �.as rat a tx +if7TE. 0/C ORAL:b'.:NOR-STRUCTURAL i: "... rte.=+a:=.ser ste�Y auaf.z a sVE'-ru we 1,t au SAVE tit } v+ 8k' a+ ,x^n.'E"%e ,,/ ats > rsa E i €5:J 2X# I* t; •4 `,..k s cranes tsT .[i4S'L+.�z:.',u s..ttX 1. =r € ra�.nartE c eaez,a vrsx a i,1O3 15/,L O1511 5 DING SEE SIVING VOTES PA .3 a{ 4 5--' s7 3 SCR£"J V14A#;R_lla0 SFMl—:5cY t..Iti Ck KA't₹' ,9 i } (.}' MAM VWp =4 vxa.f_::,sat4.xa wccr .,. z ° _,2X4 rqf,SYPY,v. t, 3 0/4 POPLIN DADOED INTO ff S 1 Tt2'X 12`ALGA.^,VOV,STEEL.PLATE AT TEE APE OR 254 ( 5_0 AT BOTTOM OF EACH ST€#D Y' &GCKSNG SETWEEN STUDS i,3)1,25`x.5eJ5"'tLAILi .) `s g TEE#2 5'YP S"FLOOR JOIST M..-- -.J' ,,,.._ ,SKIDS ... ,4 S'Y€+tt1 EOTTG3a.B PATE i ≤ TYPICAL.DOOR SPADING {�"y .,p; t ! y r I 1MAGNUM DOOR.5125 0 2X4SYP#Y TOP RN RAFTER ___ 3.3'x.124"NALSATEACF4 .. .... .-_._..._.. _....�,W,_.., .. ..b - - 14.T._. y; f OVER 254 SAP#i TOP P€.ATE GOVT F TUG TO€>i ATE CONNED€ON ,n = €ASTEN W1S'x.424 FAAJL 3 OC 4 —f 1PZ`x.apt 2110$€EE€..53'RAt= ,- t NN TOP OF STUD&RAFTER w7'3HECTION «a fi .,.�, ._ EIS?1.25`X:t45'NAILS;TYP.t ..Ect� F 2/4 411 SAP STUDS t ° ( 4Rt E { 24'MAX SPACING } f!!! F .sel 6 r 'mrars:s�rs-�vaa�a tROOFING.SEE ROOSIFAGN�- OTES PAGE .. t E[ {1,3 di" MAx. _ W 3X44 P6iR€.IN'"=.tAU45FC3 INTO i ..--�. .-- pp STUDS 3S"AfF - ,t SL OCNC;NG C`VA/ N ST'I,ZS ,,, f ` ``, { 5R 2X4#9 SAP BOTTOW!PLATE- OR €" ( t t ma I' T x lr/SO CALV - 1�rP T P gFAC .WAL11 T452T1 EN DOUBLE NAILS ON i' BOTTOM P A.TaES C T, ROOF PSJRLIN SCHEDULE FOP,FLORIDLU1 STYLE F�zav, � � x t Nfi i r "X.?20`h7A3Ls E'SPACING r--,, OOF PURLLIN$7 4C A3z D.'5EAEC-r'Y OVER GABLE WALL STU'?S V 'p"" Ewa. (_. j�:..... `. s)SE.S3#IGL°.c"Z:£A.S`YP#1 RAFTER FOR SP;�€k kai4X.l3;i".._..,.,,.....„,...,..._,.,., _ k-0 ATTACH TO GABLE RI VV,4O3"x 12'J3'NAJLS EA END L__j s F USE DOUBLE 2.x4 SYP#B FOR MAX SPAN 1 ' ` STITCH I"r 12T NAIL.ON E CEtNTERS 45 £ 21(44/1 SAP STUDS ATTACH TO GA7$t,E RIM W!N3'x 1215°1455,5EAEN11 —a_E .,..va . USE DOUBLE 2X SR #.2 F€ti"a. F3^! �...", E' 5 4 + 23'x.12T NAILS Eft END - MA.X SPAN 159"ST" H W13"'x,I2P"NAIL`kN S'CENT i F S <`r iT ?,X4 "r°PURLIN�JEf7,.- ATTACH TO GAS'L.5 RIM•/4 ES x 1,217"NAILS EAt END ,,,,,, c INTNTO STUDS R 2 4#9 SAP FRA/41/C G i5; jj It S0 NOTES£78�GE — F:EE 5 DWa P FS£2425AC,'P " I -x 12'2II G STEEEL STRAY,_ ._ -,.'" pig U2TOP& M#BOTTO OF EACH U£1 ___ / 4 tat- T9G 3525 ip "SE'. r'• / ? E r -- i n x 42—Ea 2G'[ E w..._.,. —.._ ,__._..._..,.,... ---.............. _ E# GAMBREL BARN FRAMtNG DETAILS 'CM, tLA A _ACA,:£I P. MA� CMC.F 2 } ra 'J�tt';5 ME .,4eaYECKM tkk t� 5'._. roi{x3f3a U' t wax p4R CO,x � € �cd{ 1\ SPAN '6d>R t£R s„F,k r'".Ne't�..,.. rS31.6 ; AEgy PT rE u�w' to DOUBLE 7XR l m Y �UF^k EE a"3.k#"HC4 PAKxE3 �i 'AA4.R£i 39£�€V'2.E.C 12.tvX t±E�! H7 A >•,• Cfb' Ii4 b_f sK, Eks5 `ass }i{ ... .,R .._ ,�-._• &»'P dk AUCAC2 {S'J'5$sC&"R t C { f 4UCCLU' WC:Sn3CT 11W'!' MAX SPAN 4S gra-x zx5 a. zv t G of.x �-- }3 i �aa�azu�. ,�.. € { ..,. k '0?11 COPCA#OC' iS:J4 Y ..j.i y _ LfXYt'r�C GS 6l'H tp.y w{y} ....A ,.�.,...`.`..•#-- vn?n..kt o-ihn�Y>S'f''f '4 j�. t v+s 5rr3[Tx a3 H4P`PA*.# FASTENING t 2 9.,55 c3 �.` ?✓ s txss# x a.as" ' '<"<>° =' f L. HEADER DETAIL MAX.SPANS&EA. TE:4tNCe 'U"F"Jt4## ?t11 Y57 UNDER 1357<CODE FLOORS 84415, ^, w:°y<CC ( EH t HEADERS 52x4 2-2X4 2-2X6 t 6 MAX WITH l 2" MoHAir 200 NSA I { s 4 NDES "A2A i 7 { ^S .,�. X eesu -skavcaf ;tG^ eaC fur`' ; '-�.' _TO CA 25'X4'GAUV SAEEE..CONNECTOR PLATESMiTEk M SPANS€ 225' 35 .O'"',,, .,,, _ ! ��' FASTENING I,2 93xk 5f'�" 5'ATD'x3 €L ta(}`Y T g _,..."_ .,.. `,x__ -.. 4 .� 0TH.,r1 SC1P CONNECTION .� } NAIL EA END NAIL.EA END PAIL EA END' .,..2X4#1 S/P BOTTOM CHORDS ON J 135'<AIDE Y ,.,. t� C,. -- —. 000881 TOP PLATE DORT 283 GASP 2o4 (01 "A< . ..,�. SIMPSON HA OR E0t9A1 GAMBREL ( STiTG54 TCOETIIEP 010'11 121)NAILS E' ACH RAF'ER TO-+Tti[{ GAMBREL.5105W/AL,MAIL HEIGHT TA-1Y2 t SYP"`i'U &RAFTERS IRA, mo($p 5.25'X,105-NAN-S(TVP:} ST'APST D PCeBftA ?,UILOFFS,. z 1 s e0q S 'A"t Ati, 4 J 912, -,S A 3 <5r2; 65 MA /ie ' 134#2 255410 POISON 000050 NTO S UDS £ ₹t t 5€0RD SEE 81054"NOTES PAGE { A5'AF%FASO O WITH 12}3 C 120' 4)83' 3544115/?_ SLOt,#EJ}a*L3 8€Tdv'£Etd STUDS AT 3S" .'E12'X 2"2E£�.aR..{3e�.A.< ST£° PLh { AFT F.SSTER$0#AFvi 2-3 x ioD P,A<LS EA ERO A ST134,5 TO FZQU€i L:awr,lMoEcTsc a FRAMING 8132 LA: e ( 2x4#i.Typ e err,-w Pi m, rBC2020ACF 3 1 PT;7S ",.,' Mo c t�'ry SKIDS E NDER :3 WIDE F€,OOR�S(INS : 20611 ,.� 5 . . ,_ t3 6' MAX tr 1d—tS Zi' n—` r' 4s, FRAMING DETAILS STEEL FRAME OPTtQN z t` ac-a?ara�rs�a 5. ` a'' d48..C S.""'.i" SEE 30?NG₹FATE'"F,zY 3 -`t'— '�—t—mw s,''`e�aW✓ Y',+`a"", I tl1 ¢ I G y f wC.n`3S`kE15CCY'i.2c'16yYSf°Rc'£NC. � I L ab. W j •'• sG,vq Sy'_ x- k ° txxrrxA sX CsY�s;aa VSIto BRACfr.SA r^rmV 4 Tty w�.wcstzt,l, +'stvtR. k�-+- f I"r �� �scra.Ecx.��t'reue�*=Tt .._₹ § a2.tcal.zcrr.�'..wcX:n cm�u,a ",••••w..,.,""'..�'• .;. •k— aFK 2 I u�L'=t�E#Yh51tER.4�A"� 1} � .e�a�`i� i ms —P�51(7#kvfi'Ifi#Lr aX$¢ :&bu tt;x» C t+Ek CAC`c WL ,IPD,IGK WCVWL `._. ",,,•, "� 4 �"# t'Get«w3 cC+++R .s G.#'.A,E SgUUA AT CORNEAS FNkY Ft.v:YJ^�qta ;3Gf 2x3�T.Jt7IS�` —. F '� `(- wln,� 1 tp. ksl ik ,q.CI 1aY"rfP,IG ."�.t'�.%tCi".kbs3u".T.;SCCF f'�C*L�.3 t—" VO ...,. HEADER DETAIL�tv'l-_-- SPANS ri FASTENING �'` v / O> xs erra'' HEADERS 1-2z4 2 2X4 2+-2X4 E 3 £ 5 4 4 .r V /✓' _____..�".at,� s�'erms } "0ELPE.r�T Tc�OSD S 4vi *�4zP I "�.��"",�' < ��� ,a,r�.cmn max �rnKnee:,•m.�, � i ��� �c�.Ew`+t 1I 7 �;3 sF€s rary r�`sE sser (:90 NAR. IMANSPANS 225 54 SDFWALL kdEf5HT y rF14S"E td4P 2 #10A3j4 4 #10x314(104! x 341 e r xx,"uf,3€c7i -' SCREWSassn x.x mr.. SCREWS s $5R5W5 t SCREWS L °i EACH ENO EAC2 E₹ED EACH END i sscsrr�a+ ✓xc � "� SILL SE AN R ASTENIN L'119 SELLS 1-2xz r -- -�a Farr FAt TENWO 2 #Y£ix 3,4 z S EEL FRAM OP7i`N r :z, FRAMING:WALL PANEL AMERICANA WITH PORCH OPTION i 000ER 4 Y 1 02SS RAFTER L4 ER ((( ( tr.LE 2X4 b"Y'F+f1'S i;j TESw.A:E.}j 9t2d 3f } RTRA, h d 34Aa5 n" _ U PALO 2§ �1s✓". A`S7Y«2Sa PL,a,YES S.E)TEK r ,.k '1 ^€KYLE WFTfl HALLS +'t F�dFYs'd LEk;T¢fiCM:SZA tJF TR S s,.vS r`,k 23+30 HAl +100 ERA 3 _._.. Css 20 13(002 GALV STEEL.HAT CKAW`E W>DF's`Sr 13+000+034130200 r PAGE 3 30 142 2't 21313 +0+113+12341+103+1+ 3,.25"NASA '`^ # f 1 Ltd#T S fa i'..CJ S#'kiGS .M1.. rr / �; ,� s � z t j 1' 2401324_ sT ���?�e�a [( it- yp�¢[� ,. ,zr i..y'= kd 1^ 'lf,42JL,2..'%II 45`i'3T%%k,�.0 PE+4 { f k { J'k xn*'"�i° 4 a C - .u'.�,_ .*% �. ll4 C f4~_�_ +02+234 2(02+2+13+40010 PAGE 2 30 4O2_A 4+30133 24 4- 8110 t^ 2x1 xt s _._ TOP&SOTTOMOF EA,-- ,. ';E. 3� FFTFvPa-..t. TV rr. a f s fl, !' �'3 `:l t$'f F Y,'fT✓'fBAw'f3{'"fP.9 ?at 82₹ Z,'fi..'Ti �,'"'.,�. 2XE SYR 92l T FT.Cu'.R XIS"S"16'CENTER" .z2�€r. � t s x403 FOUR Se,3.3OS UNDER 13423010032(20342+02+1' JG�'ALVST HTLR. ,_-._ .d S- 2 VRf.,"5 22+5'sE+3+11+1+0+13#'ER f1.A'9h -_ 'JC'X.#'Y1.E i"T l'rttiv°# - E y zA� cs&Xr5-zn`r33.E 21+0? Lf ATV.�.PsaWi __2+1 +230304131330113 1+ <2. ; kj E TiiF OF'S$"U73 h TAH,EPPQC 70+300 "nom, _ ,...___ 4—v. `83 28'3 104274131411321 F 4X12` $k604fl:` fi 547--~ _.1 234'IRA ✓ *3004.3,6'.0 11+5 1-v 2020070080+213(030042430310 i ' P4 313 2Yx 33'042+13 -,,x1 .4-376:e£1' .4'2+13030'+42+10 E 4340+0'0 33(340 Y St"k 3 7 > a�oxn g•� G2f rm+wacvmwm F,w.." `<• � sew. -r � � � T„,3°�"'"� rc 82O42 0002+ cRCH 30+013 1101810244031+23TOP raP 24 09000 20 4 31/7274220 f3 STEE.L t`RA.P_ tAAX 6'SPNt'1dRk.t TO C0R7LER GSTI 0/002x433'f'7 TOP PLATE COM7. 10 Y 431372 4x TRH-01472 04'PJ S '3011214 W12 3'tx72034+2+3013040' ,v.,c»., as,+ax.-es n .,.,. ,._.v.,,r 1 31 S'X,3U #s2'IL.s"FTTa t LX ^"1003 f 43447 HEA DEFR.SI3F�P 4'A'4T £ 1+v Lx4 PT JAG'P ST3S. ,«...a. '30' 3421.2 t ¢w,m 25#T SYPTiSC}.a 31+ ( _ r C F.,^30� 4x4 rT5'a" , .,:��. ^R`ASSC SbCA4G — @ (1 &2'r .p 2.3^x 42#Y FkJsk1ER EC2 _ r €i£.N C1t97S"n7 uv-.;i., .se...ss.¢..ama.* L---j U was�.� 122+ A)l PEW 5114 PURI,N DADCES WTO ,., ..«—.. kARY=fi'GsCt"` 2tG _e1�.` 7'F{i 0E WEE€SYUG'G i5: , Fr r s.«,.>'rs§`Ss v im, 1 .}:, U� x 0+ 50 0213130 :1` £". °d9.^?x -,,,.�.,. . i }rJ `'WAIf, €�A#E Ot 7 1/75 32'2SG+30(13313025.3 5f4x3f£,C 71.00032+413 +`�' AMERIC".ANA A"�`f4 }4Pc Boa era aF, s� `e sn€ s...r �. 6*S"�` ER.S'TkJi29'a xttsy g �- _�w E < PORCH OPTION Fk,S'X€tFYdi Ss'.5"x 3 P3&F�5 FA•"�"fEti YxFi�c 5�G" 2k7"C}-s.R 59'4 S3JT"f 1A '4XAFF 'a*r'T"a.;Y$ ^'"� ....__ - 'g€ 7' JP 22S'r B di,4,,.EAE"iA."F '20-0' 12.-e 34-20 +1F 3 E f 2 . "1s- ., 10TEa:. ,�- •=E,: ;,>.w, �r i, .. ,; a --= ,"� - _.. _..� 0831144444'SOP STEEL FRAME ONE SLOPE ROOF r 4'644444,4444414253 E4445 F3EAt7 'cWPAb₹,,MAX SPANS 5 EASTE I44G _.� _..._,.. 42 .*sAs is rsm•r, ra-4.`.azeav5 AT 4 444441*4 HEADER. 1 1-444 '2-434 0'3X4 ' - _ /p FaG"F�67u N{3 ES PANE 3 g; r NOTE:GAEELEAt43fi °M. ( 4 45 jc�j -!! sanTfrnsu cress wAa. 3 .... Hy t s € l -.. S Cr' SSrJi £.1;Y- C R AT C10,4.zF^+c'M�;a4". �° LT "°' c"f MAX SPANS t 21.55_" T '.9 F # 16 A ,.- u'044014:2 AOf`EM 44 S FASTENING > #10x31 3 4" 10 x 3 s£ 15-#+£Y X 3>`4.' & >RUC' (. SCREWS SCREWS SCREWS rr-a .a.. tP,COR4441A II 't ,,g EACH ENDEAR"34 END EACH END *4 rz sc cc>a.Fwt 4 (} t t s SMMG:SEE SIDING NO,ES PAGE 3 +SI SILL SPANS FASTENING '4" SILLS 1-2x4 Y fit+ aus1vs. .3ER.YLarre ti 44044440 410141004 14 0 44,3- Ct b"L^uC'A ro`f1 f4 z 2 14P M A6HEt 1 7 ^. 4 [ ' *4144440455444531415---- 11/ 41454,1400*4*7)44*0401, *4 44 1*F,AD LAG 10004430 G 11^ .44 j 01/0..E EEF3L.s EA4'.s#�X..Fd£ti. > .%'' 6k 3AL₹G£ L,iT PLATE C ...�— --.. 4 74534 13440 OF 0043,44*55745444 "' ,,... t [ {MAX SPANS '48 #' .,,_. :,:. _... :.W c k FASTENING j2 t#'IU k 3/4 ..� .� ... "- ..... PT$KIE}S 2"?f'E 460 104444104 34 1440424 py ^`p ., SP e9 14 AYx Gh..!ol_1E,s,"< a aO K_% mss. .—. ... [ "z,x�4'r .m, *45 ,.. i 44, 1414844*rasr S{ a.at e Rnat k 4€ 1*44 0 105 55'1ve14' cam*T*1 x7+0 514 c _ _ <1318"S' e1, 1t 431 t1*1 1 1t"ECL .� qi w, *4 I vrvs„zecs Srx'.k txa sGiw>r a ,� G'� 144 13I LO*4"NSKI4+ E 4Ft}tflE ANP .*3` 1 444143 MAX:V0„ ..� .�, eta^^ THfzCAxxi ifiC"dlr ikhN1 ..:>x .,.. €3F PANEL A T,ACft TO StOE'r3,.4E.E.S 0'40 bs y `t�kx: T3F;,RF A-6° t'fiXi",M1tCc ( { avwrGsta:ttwrsa+.ar.,:.mYa.;s „_3443.._w_...,..,.......-%J "`34t3 Cf E �?wf '.�. 14,5 p. w' n (( STEEL.41 140 41-1844 41-1855040M 14 t`4 €➢IAC-XYi:L VANL1#H3£E3 4' MAX WALE HEIGHT MAX WALL 1*1 OH' 1 ,Ham!₹5tC3EMfAC.L 201451014414 —is g r -'0481400' To#0 40' s>"T884 42/per 5544)X9_ a 4*1 44 84>ax <3Rfw`d.STEEL 314100 - T4444 44 5 i;�.,rtx Sss. ..taaG 24 �.._. Ev. r. I1E5"t"ae 5544 .ar _. GAzI 8 Et r.Ec, fF E t"',NY€ti#iX U,s AC2CrtfPtG PEF'§$ALTc k HO"TOM T RA K ATTACH 1. i11 I f,2i#F'113%3i'.SC.f?.E'NS F£R-,S34'£kbEr`TEC37 TO FLQ47it V�"1 Fa«x"L J"'NAS'}fEP2 !�, r - tb�„" ,� } L4 HEAD LAO$tt1`t`Sa 2'CENTERS& nF x "'�^ � -- ? ._..._._..._. l.40N0SL0PE `_00F G a e, Tc act s GGe gtE ar Ts ExeH aEa ' ₹4C3TFJ Ph POLL Pi ss.FE'u`a . _.,,,,_... E,.... ...._.'v &E.t4_ EDGE OF to'LlrF EY'7₹g3- " ti F,1005 . EL FRAMING P.kr.T„RP#tL TO BE 2(5 ar^t3'aE. 3,..)444/Jo GALVANIZED t`.a psi [ T ,. 44 .4 ,.� E I A5PER 2F IACO� All fer ME 7 u CABLE. LF ESS L f `w`I E r'RC''✓T,L�L CAB E' 0-At. BE XEOUPFL A INTERVALSi ET A `X` t {'a,, 6 AND SHAT #: BE EE W €H N o [ II 10- or EVER? Box ABIN , I T C r8 CHCO ABLC ERMIFA T G' C r 1 { r• _ LL 1+< XG OH/ALL BE 412 GOE MC CABLE DR LARGER s 4 I o Ass n I t F L,L s-i T≥ 4, PXAX.XuLUMBER O O1-FL r7 P R s, -L 1 4 M e` . :'s l.1B CF L:cUs EE CIRCU IT4 0z >( 6: Mt IM M BE P £ -P VEP 4a - . 1' GAUGE CABE s1 R NEC210 8A c2,, 0PJND iL 1 ` `CLI INF PRUP EP (G 1) TEL :) N IS INSTALLED DR AL 125 OL SINGE PHASE` 54 a c wscx� I" Liii ANT E.FL F[K[PACLTjLELECTRICAL ..,, . Hz s xst.�w�.�&wnasesv .� DETAILS kfiT ta„pzT fix-ups "' s'4- "' 5 0) Li ,tuc rcw 613x en ,� CCy} S r77774 C747TAu7T7745 � } t. L 7 27 6452.7E AM72GD 77ET. 778E 5477777 78474 ✓� r O 71 'IH53:i4 INSUE.a YIVE.,.NFk,4`EXlG L4'J R 7548 6; i'F i F2 `6Eft sx'sRuL`N 5. 29 GA 87%.R478? 72778 774 4768 7A5477 AT17CsU5 54787787.5 x'r-S 81% x SEL" ` # 1 77775471 GM 6'£E57747 4 aS GA STEE'. J^42477 1874 7774 L BOTTOM 71% DOOR 88717 u 1175472%K:7741 4L_4I4u84 71452 H'I1 AT'£ACl 7. 171 IRAs& .,174 AE. x#E€' 98117. 787547 Cl.10'MAX s#'A(1177.ATTAC 1 71*7L 1772 s.E :a*177G .7<15 89 121k 33172 1.7477/7 7793 171 747747. ,- {�,�„. MAX 7114=s.%"687.7132E 4217 d 98 *�.g. mm..r..�.. a 73 ,J4 7, M*7"1",317.% ➢R 712%83/7 VVIM 771=744 } 9. 27V$Lv 17234 €At 1)s. 716717 £u 645 .a 1'U5.E 1 KS 21 845% 3771 433771 {t{{ { 9 2712e CKS 16 R%7344 P1 A£2 11% 64.1/1. d T 3,.3RE, Hs ? AT ACIIED 113 x4EL"r6 117E. 37 527 E HAN L ' 3P,:7487..12641:713,711 462 735 474% T7 DUUR '„'ST//787 974 .2 . 7/ 177% # k I-HUf46 26 6451 MS ULAIED 777'5 R63 PSS T*R,*1/621.t'-2 81133 4 1£ f CURTAIN 121197 s 4 /553 74737 771 N?{477 353 831727 7335 13 747719731571 731571 173 T% € /1*71. 4,45 31£ 73 7 7 ?f 3i t y`'✓ ��€ ''� S Th DOOR E%,4IL $r 2Q2 j t PLYWOOD FLOORING 2x4 BASEPLPTE ���wo--- F�DOR 'CTST � � 2x4(6) Fs RIM JOIST FLQOR JOIST GENERAL._ DOTES 2'x2 xi/8 ZINC SLATED WASHER 3/4' PLYWOOD FLOORHSC= a1 cx�c�'-ti I — /2'x4' GALV LAG- BOLT L BUS D N ANCHORS N L ARTH SHALL BE z o BAST-PLATE MfOB LE HOME TYPE I/2 SIN HELIX EYE f AN HORS BY HOME PRIDE OR EQUAL WITH (%^!u,rh i P,NCI-H A A - 3 t, B t 'BOG MINIM�M EMBEDMENT OF 24' AND ': WI1-` /2 x4 ca v a aOtT 2x4<6> PT RIM D}ST AVERPGc hF' ING PGW R OF 4,©JG# i� a.t k THROUGH WASHER HEh E-E GF '" ANCHORR, THEN RI „OIST & 2. BUIL NG ANCHORS Iv O CONCRETE TO BE ; IN O END OF FLOOOR JOIST 1/2 WEDGE ANCHORS WITH MIN EMBEDMENT I a ? ! ? 2'x2'xl/8' ZINC ci 4 GRACE (j 3. ANC GR NG SYSTEM TF GRIIUND PFR LOCAL 3 n PLATEu WASHER BU: SING CODs L>DCA E ANCHORS PER I/2'X4' GA..V LAG BOLT StAC KG REQUIREMENTS SPIN WITHIN 4. ANCHOR NG SYSTEM O CXCREP SLAB PER a r SPACING.RESUIING IS S SHOWN WITHIN to? 4 AS ANCHOR SPACING z 1/2' v AUGER ANCHOR WITH I ANCHOR ATTACHED T❑ LAVBUDINO 5. END PAD SPACING IS END OF BUIL DING T❑ Piz > RE�tU1REMENTS 4' SINGLE HELIX & MIN I WITH 1/2'x4' GALV LPG BOLT CENTER OF END PAD ( 3i EMBEDMENT OF 24', LO ATE �� THROUGH WASHER, THEN EYE OF p ANCHORS ONLY ALONG LONG 6. PAD SPACING OTHER THAN END ADS IS a Q t ANCHOR, THEN RIM JC_ST & rz I N SIDE 87 �'N END ANCHORS ₹" I rr CEN £R TO CENTER E Q N,J END OF FLOOR JLHIST _ 1 , WITS N 2' ?E EACH £N MEN 7 BAS OF *ACP AD M BE 8'x1SAND SOLID 8' MAX ANC R SP'AC:NC. CONCRETE BLOCK (CEM N AND SAND MIX) GRADE 8. HOLLOW OR SCHID CONCRETE BLOCKS MAY sI BE DRY STACKED EN PADS FOR HIGH. SETS r 2' EYE AUGER ANCHOR WITH UP :O 48' WITHO T R INFORC ING S: E 3 WITH A,T I A C.'F S '' IS 9. RN HOR SPACING IS BASED ON ASCE 7-16 3-'i 4' SINGLE HELIX & MI N. END RISK CATEGORY 1 BUILDING EXPOSURE B E N � V✓ ANCHORS OE AL G LON ANCHQRS QNLY ALONG SONG 160 MPH. <3 SEC GUST? 2020 FLORIDA SIDE OF BUILDING END AN-HORS BUILDING CODE 7th EDITION T i NS, }}1 WITHIN 2' CF EACH END, :HEN IC MA:X:."4UTT IN'ERIGt"'i SIDEWA?L HEIGHT GF C r lE 8' MAX ANCHOR SPACING. BUILDING IS 8'D' INSIDE WALL EIGI-'T €ra-a ( £1 MAXIMUM WID H OF FLJ R S 3H:D' WIRE :vcnn 'cr1 3 I2 MAXIMUM f EN'TH Or FLOOR S 50 LONG 13. PIER SPACING REQUIREMENTS SAME AS z { [=y AUGER ANCHOR SPACING REQUIREMENTS ARCHER ATTACHMENT DETAIL. SCALE: N.T.S. ct Vi 24 BASLP ., I <1) ,/2' ZINC PATEN NUT 3/4' PLYWOOD 'U 2'x2'x1/B ZINC PLATED WASHER 26 GAUGE G-90 GALV a;w.n.w, m:. 2x4(6) PT RIM JOIST STEEL 1.5'W x 18'L 1/2' WEDGt ANCHOR WITH U-SHAPED BRACKET 12' EYEBOLT 3' MIN EMBEDMENT INTO ATTACHED TC EACH ,^•a•«.`^� i, j l SOLID CONCRETE SLAB ST D & FASTENED W/ EYE SGLT AT fiCi'E3 TQ ANCHOR W='=: THRL1ii Y 2x4 WALLbLATE t4 *J.o89 x 1.25' BOSN BtS:LDFR5 INC ( & 2x4 a F BC';TOM PLATE. 1�' 552 S. STATE? <> t/C x2 ZP Brut T, <23 2'x2'x1/8' SPA,C N nF AiVC�-+.ORS TO RING SHANK CALV NAILS �'p, 30436 ZP WASHER, (I) I/E' ZP NUT BE MAX 3' ALVNG ALL 2x4 BASEPLATE Digitally slgred $d 2} 526-3286463 A-24 SIMPSON (or EQUAL) FOUR WALLS WI H ' UPLIFT WITHWEDGE ANCHOR O WITHIN i' OF by:Kenneth E MIN 4' s '' ANCHOR MIN 3' EMBEDMENT. EACH CORNER, 2'x4' P.T. BASE Vogan --= LOCATE ANCHORS ONLY ALONG CONCRETE SLAB BY c CONCRETE SLAB BY A Date',.2021 02,6 LONG SID 1 T BJILDING, END T OTHERS LOCAL CODE ANCHORS WZTHI(d P iF EACY MIN 4 OTHERS LOCAL CODE g-ttt E vp'' 'C3G`: AND JURIS➢ICTION END, THEN 3 MAX SPACING AND JURISDICTION "1y yI s G TIE DOWN DETAILS APPLY APPLY EE ANCHOR SYSTEM a.5 3 * * * FRY e pd this SHED WTH A TACHED SKIDS SEEDS T SECT ED DR -o 4w'LOCurrent j T T Location:1170 f " iE COWN — AI fC �ERED E CE1�3� RE t ANCHORED T❑ CENCRE TE ^,u SurnirnerfieldDr. END VIEW END VIEW Cumming,GA I / /zoz�I 1 of 1 SCALE' N T S. 30040{678}315- AS NOTED SCALE: N.T.S. 8395