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IER 6 =, L c,xl,dL ranE nD.RD xdRxx�p,x.D frPtarxf`" (s) ni BNB EN GW pw E l€%t`S€IDx, 8&r7 89RE"d;LxD x x cxxEl Esf x` »`c`'rx1RE1 Y a� LRTE`a E;.'AA:WA �Y" Ai BEEowEL El"if" " .2.E&s"bR'ST4nT E8E' .r olx,R wRYLe"xid iES soi I. &A9�PAITiRipo x(nG) PnvcMd, wloLtrvLDrvlBE Ixx°W ND srvrn[ « n. rAs ex f;G (E°) Bu"n xr wl W1Pf" MATERIALS ®"' •vim ®,w © copyright 2020, zachary mille. x xm desipner hereby expressly reserves his copright and other property rights in these pla wha soever without first obtaining the express written permission and consent of zach; GENERALNOTES AT IT I ITxEm11ARALL 1I.namvux ITT 11IlThAt eIFc n o 1 IIUIP 111rc In`x�ow'.rxcrlal 1MLA lex 11K .rcrax n,T `aaL,a., he AB rae s�x.E E xE�D A_ LA. ro me LaRxExT. _ �a xx� P.xED it we _A I re a,ws vuL�.WL ALLw xaxssnRr wacwnwaPro Exsix[x,lE wnr a �16.�uo xwawsT.r uE nxE.s caaLLrz1. wad ru�wlurz�"s¢T v vl�.ws""em nu ecv"am°is�em"olo'�ia'.wo o°iwxt umms a.iss., ru nos mesa uc m .Ian, LwEa mw�n1.1 "=TawewIKx� .mix .m mE xGxx "'. F mLr °aEx aNx ,naE aia« . ne I—,. TIn xone , w,mAea swL""xo�nn,xE Dxxw a m.1DDNL. ru, NE xAa w� roexERLL any �a I, xEa� .LL" G P �� x : �: s µ E �aT P 1 °PxLx� 11T Aa- ALL .­ All .— xna I— xa— ro mE ea —LATH a LL LL —I.D An �DErr E Dxxx a A- �x°xx AI x W�/ oT ,E`.`w ��LmI Ax"'"v11L 111 TM�� 11coa em /w Yx�xEaRxI,.a�.,axrsaxe- � —mre a—s ciµ°- 1.� /xwne- 11. ,nmS Ax Ax Fa LaAxixL "u.Lrr�D„w�a�arsg �.�xa. n.a°Ix :aDLroBAL Im—e4Ls:sn 1 cal,o. alxEwAnIKAL-AW cAL m s. x �w a w .1 o"—aA»... A A.�.ralmLanR,� ��s "DIII —m.°"..xa 11, aeAnas cna I-. wT a°w. Ns mE xxA. rac sru,xxm I-. rx ummEo wre Ta xcs nATA an.. AaamuxE . mE mo<n ea �x xxhha Peo, in ro A,rAo, xo.KKaxnN11 1 wnxK. .—.1 .wnEx B.,a, . aETxa. xAxnRx axx racco xs, WAIL e�R.xn GENERALNOTES �SN VEET NNiaER OR eE Ux KEY ® URUN 0 SANO GRAVEL Rrix'OD FILL ® INSUUTIw SHEATHING �� WOJD SNO PARTInCN B4TT INExIATIgi wreER w sNTIGN cEr fNEFr NUMBER I-, ^�ER�HISE NOUN RGID IN9l1TION AwLE ® �'� �- ( y I EwTER cLosET vLJ ® CQKRfrf &ttK CEMEWINE 0 IE NB51CwFR HaaE all (FREEZE PRroF) 0 51TIME eTGxE e— GAS LNE STAB P771 O UVATLFY d am PERPENaICUL1R ® aIMaL51RWL LN'tBER ❑ ❑ CO.et£ SRK R PIATEK'"G n exGLf slxK DIMENSIONS SHEETINDEX index INDEX, AIR 3REVIAl AND GEN L NO- A2.o FOUNDATION / RO A2.1 FLOOR PLkN 6 DE T TRUSS LAYOUT A4.1 ELEVATIONS E7 ELECTRICAL PLAN Willow Ave. q EIP D43 5' WALK J NORTH(C) 50.00'(P) N00°00'00-i 50.01'(M) ADDITION RAN(P 1 1 i o N( Cone. Drive 8x30 _ _ _ _r'SINGLEFAVILY I- Z CDmA> mz7 w I ABV:. � w 1p CROWN OF = yi �-4 O fOA.-% ^^ RAD P 0)-4 ¢p O CO O ---- - 0 5, SYMBOLS ro L_______________P_ SITE PLAN ----- 1511' BUILDING SETBACK z Z LS O O (V Site Ref. Plan SCALE . I"=10'-0" I—. xorto. IMPORTANT NOTE THIS PROPOSED SITE PLAN IS NOT AN ACTUAL SURVEY OF SAID PROPERTY. MILLER CONSTRUCTION SERVICES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SAID INFORMATION. THE SITE DIMENSIONSANDCONDITIONS,PLACEMENT OF T14ETIONSY PARCEL ID SETBACKS 25-Iq-30-SAG-NOG-OI00 FRONT ------- 15' STREET SIDE -15' LEGAL DESCRIPTION 51DE-------- 5' OFTSANFFORD PB PG OI 5N REAR--------I5' ­11 con In cre OTHERESTRICTIONS AND BEFORE CONSTRUCTION BEGINS. SYMBOLSI g lax . Da aDaWILL ® ROOM NAMET aTxL axLKEY 1 ~re� q W MmxL w/mo5916'o.0 a 1� leoill SFCn[N Kn 4 niHL_ann � � aEV.1Kx AM r manner � q O DESIGN /BUILD miller constuction services FL rag. CBC12515M 8241 via bonito IF anford, fl 32771 Phone:.1792-3955 contact Zachary Miller ENGINEER molyet engineering FLreg. P0415M 10605 .I o, trial to W range city. fl 32763 Phone: 386-774-W25 contact: Bryan Ml NOTES- 2 TRUSSES MUST BE CAPABLE OF HEANS .....HER STRUSS .....CN ERS UPLIFTCALCULATIONS OUESTIONS AS TO THES ND ANY ZSIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS EACH SIDE 1'-s' To B'-D' 3 HEADER STUDS EACH sID ULL 2-0' 0 6 -0 4 HEADER STUDS (EACH SIDE) 0" TO 1B'-D' -----_ 2 HEADER STUDS RED. ((1 OO O T. 3 HEADER STUDS ftE00. (2J FULL LENGTH STUDS _ - - 4 HEADER STUFF J U LENGTH STUD © A BEARNG ALL PATTERN AILS ®1 S _ _ Bo N O/C o o j'_ 4 ,a All O SD o Oft O.S.B (EDGE) USE IL NA1L5 ®6S 0 C - 2. GYPSUM- (FIELD) USE 50 NAILS ®10" ' O S. ROOF NAILING PATTERN. FLYWO ORICAR Y O/C ZONE 1 - USE BD RNG SH ANN COMMON NAILS ® 12 O/C TONE CHART ZONE 2 - USE BD RNG SHANK COMMON NAILS ® B" 0/C 3 ZONE 3 USE BD RING SHANK COMMON NAILS IS,4" 0/C e- 1/2" GYPSUM CEILING'. USE 5D NAILS Or T" O/C /. SENCO 2 1/4" % .131 & PASELODE 2 i/4" % "A PNEUMATIC NAILS MAY BE USED IN LIEU OF BD COMMON NAILS. NAILED ®5" O.G. EDGES & ®10" O.C. IELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 N2 SPF ®24" O G P 0 14'-0" HGT. OTHERWISE NOTLEARING ALLS ABOVE 14'-0' TO BE 2%4 q2 SPF ®Ut6" O.C. UNLESS s/e• co% stElx AII i 95l J L HE:Er„1"L w9LL a —AT 210.0 DTN IND M m w T ss D. 1/2' S1FA1xN6 LLo wE U ee'xu�aG w/ 1R FIT, IF s°'IT a.c. IT YN.. AiEN-1111xe AT b• PC. a Du.e.Di WNTO L Ai 12(Oc 0 TYP#1A END DETAIL SCALEI/2" -I'-0" (FILE'- .DWG) E SHALL BE 2 SRE5 LARGER THEVAN PIPE PASSING11 TMtOUGH SHEATHING SLEEVE DETAIL DENOFES _ BUILDING WRAP PoLTFGAN F LL SHALL BE 2 THRg1GH STEM WALL m DRAINAGE PLANE E A-1 SIZES IARGfR EN PIPE PASSING GRCUTIED _NR ,Dl NOMINAL 5LEEVE PE T1R AH AROUNE PVC PIPE STUCCO THICKNESS 5 PAPERBACK LATH EM MANE STRIP ETAIL DE,�xmjTE;E5\�' NG WOOD / 551NG FRAME/MASCNRY TNRNGH �/� W5 RFBAR INTERSE WEEPe\ yy THM 1-1.SCREED FLASHING THICKENED SNALLEBE . LE OVERLAP SEAR UNOFR 512E5 LARGER SEE Fall TIM LASHING TUCKED TIPS Fp,D,NG PLAN hi REBAR UNDER BDIw I�N.p a-EEME ^ TYP. Footing Detail §" STUCCO OVER c NTs EENEEI DVEM 6wN'L V WIN EARRIER ONECLEAN CP' —ED TEITE TREATED FILL CENNTfRANE OF ROD, WALL ~ 2 SU T. INISx FLWR ° P-O' INT. BRG. FIRG. I 1 4" CONCRETE SLAB by 6'ltb-O WWF (DR FBARRIER )I'LEPN6fFA',PAETD O FD— TEITE TREATED FILL PROVIDE 12. %3x4"d CHAT. _I F EWE DF rgrD 2 k Bs EED DENT. RAIN CUT AT GARAGE DOOR f IED--------- DR �TE ITFIENEENS TRETED 1 6%6' IL VAFDR FILL PACTED I WI I HE BAR caJT. I I 8" TURNED EDGE , -- I / S ooeEL SIR x... BEEI BxBxte cwc. EFERN Wt6%xt/va N. ❑❑ � 4E5 `- PAc1ED Flu BARRIER L' xE. 3 A 5 BARS DENT. - GARAGE EXTERIOR WALL �!1 - LOCK WALL - MONOUTUIC CONSr. At Msoo EL EGEEMB E%IEECP FlNISH 6/1.W.H4. 1.14 DRADE NALA� , t-- __ __ -T% Wt • PUTi-- 1ERHI1E TNFATED -� '•.af6° •a �2BSBRE I I -•___•I'TP.oY BMRIPR ARs —1 miller 6Dale TYPICAL EXTERIOR FOOTING SINGLE STORY, BLOCK WALL q roof plan n MONOLITHIC FOUNDATION other property rights in these plans. these plans and drawings are not to be reproduced, changed or c%ied.in any form or manner permission and consent of zacha y miller nor are they to assigned to any party without first obtaining said written permission and consent. Stucco Flashing MI. -------------------------- - - --- ------ ------------ - ------ -------- . --------- . RR 00 ❑o'' NH 5 I wN ®O f ; ' 4' CCNC. SEAB w 6 ED x wl4 'i NWF Fla FIRDINE VARENE B.ARRT R CN rE UV I'CLEAN WElLL ED D FILL. I foundation plan Scala - 114'.12 ev-4� STRUCTURAL NOTES _ FP CoxA" -TIE NT52 wTH 4- ( II �5 EIWE,T :m 51n�5� c FCyQgp AEIT BE /% a'F ENE DESIGN/BUILD w Wu!l GENERAL NOTES miller constuction _ SBNICBS FLreg.CBC1251569 8241 via Bonita st. arthl, fl3vn Ell INCINSTINT A"TlTrEJ'MTE��E AND Phone: 40Z-792-3955 x coxxEJIDI W contact Zachary Miller IBNwL,HEN Axrs sRxccc ENGINEER molyet engineering FL reg. PE041509 1060e. Industrial THE vAAm nE IDitew enge city, fl 32763 DE=1EGU1E- OF THE aENT Phone: 386-174-8815 contact Bryan Moyet Permit Set x bm FLa2loAE EN za"x 1;1 x SMUG IE Fill Nan�vam utinNSild,le rotes wx I tafoyi All rotes ad sbepFg uea P=, !� Ic'U'ralE TABLE DIN I E ICE N-N 3AD6R35Drew T N M 1 LJL 0 - E _O O` 2 � � a c u - o ' ca rn V ti Foundation I I I Roor Plan A2.0 NnlmNn wEmsn ,o„oxww�,5� 00RxPIPE THRU MONO F., DETAIL (I) Rr-IB OR EWIv. urvarcLI. TAvc°Ns CORRECTION FOR MISSED LINTEL STRAP DETAIL RDDE smAFFlrva AN° � __� rf "u's�T. .-IL n�.ED TR.IR� "as� `aEH°—(' °rCORRECTION FOR MISSED DOWELS MAXIMUM SPACING OF FILLED CELLS EI varvo (ASCE. TE Be WG a(sESSzaA NCT M.Pzz.apAo L ON PROPERTIES ERTWA4(ASONARYS RUCTURES AC I.) 5 = Mnn, 22. 12 / S = 25 = ADP NNTE�'1/ (1) 5DL1ITT�`I5 -> —CEILING(1/8 )IAI 4 nm sae. �-vr (xw ins=ro�.a u:nae, (M ,n� rvw ro) ,w aw S. Im w il3 -, =, wx wL.a r..sm,.uw o6 u°ov'�iw`"`e Oe.) w uc�K se ® ,2. ru.Cm(E/ Gl & cc c FT oN ffII,P w(cEo-nSI 1EAox9UxAU 11 111 C5 —1 GARAGE DOORHEADER DTL . TO "_B. No, MODIRCA11ON OF GABLE END TRUSS WEBS ceo . REF. RBI. VAULTED schem. kit. elev. sty1e'.1/4-12' F--F-------------- 1----------7-5ab5u __ Bedroom 2 P,L-0 oEGOND. Master Bed B NG PoLBISDED C[NC. ARCHHE 11 SHGLE50« = Bedroom 3 FELT VAPOR BARRIER ON I/2INS ON PLTWWD B-0 OEl NG ,. V WER— TWSSES 124'DEC. HETAIG HURRICANE (rrv.)LAN 3D INSULATIOI (nINInUn) v 10'-' ENGINEER PER i® R- S _ SEE ELEVATI - �Q vB' GTP. BOARD AT CEILING -- KNOCM( I„I1 J. K-WT BLOTX �- n�M FAISSIA OVER REINF. W/1-,K CCNEE I� ALUMINUM CONTINLWS - PL LINTEL W ai 5 E B06 - VENTfD SOFFIT ( ID q BBFFFT FOPYI INSTl LATroN INDICATES M ROD —1. VFRT. Ilg( IN BLOCK CELL5 CCNTINUOIS FROM roT1. REINIF RIENT B01D BEAM ABPJE. WITH coNCRETE. (SEE PT. WINDgJ/DJOR BUCK BTRUCTURAL DWGS.) GRED TO BLOCK W/ I--' gPED PrtE T LI TEL ANCH PIER I.I. 0 O.C. OR rK P.T. ALL PEN— H/ (I) a 5NIN EACH WM ECOR BUCK ANCHORED _ TO BLOCK W/ EIV DIA. x 1. WIN— UNIT _ a,a„„ TAP CON scaEws e Ir P<. I i EerPer v ' ewm vRBT BELL BY f % --- CONCRETE a-XR WALL 0'0 CLG .�...a. ST M WI DUR-O-RAL VERTICAL RE- - PIER CMU INFCRCEMENT EVERY Sr OC. Y STUCCO R II 4A IxsuunON a BOCK NALLS 11 1Y.1A.LL B 11 cr11 URRING \( NDA BASE I, GRADE .�h °FIN. F_LR� """ — — CCNCREME SIAB W/ V. PLIN E _ = O . ( FBERMES DETAI m-) ON 6 Ma 1= . — —LIII IILik • tT Is BARpI� PER FlTERMITE TREA.= I I F SILL\ ITION T Garage Door Details (D copyright 2020, zachary miller desipner hereby expressly reserves his copright and other property rights in these plans. these plans and drawings are not to be reproduced, changed or c%ied.in any form or manner wha soever without first obtaining the express written permission and consent of zachary miller nor are they to assigned to any party without first obtaining Bald written permission and consent. STRUCTURAL NOTES _ pcoN -TIEMTe,WTH 4- DBf 51-ST - aFneTwE DESIGN/BUILD GENERAL NOTES miller constuction _ x services FL reg. CBC12515M 8241 via bonifa st. anfom. f132]1 Phone: 40]-]92-3955 contact Zachary Miller wLTAxrs sRvluc ENGINEER molyet A— All TATS"ANDE�s engineering `1A III Es IRcwaxc REASfMF51F FL reg. PE0415W 11 I'll 1060 e. Industrial HE I Ph FAAmni suitew ange city, f132Z83 Phone: 388-714-W25 contact Bryan MI — L P ,EE 9_ TEB G. Permit Set �, I D TATa,FNr / I I �rmE�Ln mBir b RORIDA LpiNG a I Q_4' Rv�Irls�k CNzeRv IO&n I 11 I — — — — — — — — — — —J E.ps.. I kT FI a u, t' wtMwt zt:oaa lU u,InNSlld,e rotes wI IP W ztafoy m Wdlmble rotes ad skepYg u� � J s 4' G' 4' AREA R�ABUMLAT30N5 F: µ�L ,KHS� .uTlrnum ° 11, TT FL En T N C'M 1 LJL E C O` RS 2 � a C u o 0 CIO a) V TOTAL 50. FT. 945 5.F. floor plan GRAND TOTAL 50. F .6g g[. BtlRItt WWVey ieo PIm Saala-1/412 NnRnnn Remsn ARCHITEC RAL SHINGLES ER PLYWD. ER Q3 0" CLG. HGT. 'HEAD HGT. ALUrl SP EDGEDT WERSCMUCD rear elevation Seale.1/4-12' A HD 4HGT.� LID s uoeHGT A��N ITEGTNRAL FELT WER wR" v Q3 TRUSS e" HEAD HGT. SAND n7poo building section wale'. 1/4"-12" © copyright 2020, zachary miller desipner hereby expressly reserves his copright and other property rights in these plans. these plans and drawings are not to be reproduced, changed or c%ied.in any form or manner whatsoever without first obtaining the express written permission and consent of zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. right elevation E.I.. 1/4"-12' left elevation scale. 1/4-12" front elevation soala. 1/4'= '' wwo STRUCTURAL �W� NEE NOTES O a IE�r=Eow��- al11—aTa�TEHITH a - DESIGN /BUILD GENERAL NOTES miller constuction _ x services FL.g. GBC1251569 8241 via Bonita anrord, fl 9.2 1 one Ph: 40]-]; M155 contact Zachary Miller w�Tnxrs sxnuc ENGINEER molyet engineering FLreg. PE041509 1 WiDe. Industrial TrE vnAm1 suitew angecity,fl3 ass Phone: 388-774-W25 E. Carl Bryan Molyet Permit Set F RatIOAE IDINi �ILlE�6tF mRNY ul�t �Y IM" npM1 i t mdi,-SEE It— w I 10 ='— Ill F- AlCa3e TEN nrlcnTE unlmnn wEmse �w�a�E PaaEn Ix Flan) ## iTlEo wEo) Nil m TYPICAL LINTEL SECTION PRECAST CONCRETE GENERAL NOTES li fOO�' innw woe rl s(PucmUTNrlaoj p�o zaoo�' 1 ocls G— w). II_1(vcvEo r i_) uTn eeN (_N m). a) �� ENx� .11 —T— EI«t� Ea,a, wlTx aT.NoaRPa. 4) s,w„r aN4„ ae 1TPe a. Rx 41 (ww�A.°Nn EST ""0�.t" ARIND Powers Steel Product Lintel vvlcAaiFs xa�EcxaruFc orNwues r PS8 - 16" (L-2) 8 INCH LINTEL SCHEDULE Man 0�Wn S.E. CONSULTANTS, INC. Itml wttoo-e',� µo�,mi swaaeoo ELECTRICAL LOAD CALCULATIONS (aAga NEN, t IT "TTa PER m. R C m. Pr. a 0;002°00 TaTAt _ 4,.�a CALCULATIONS PER N.E.C. 220-30 (() H.—C.Rio from T-I— T-L UNIT 1 .n ,raps THIS UNIT WILL REQUIRE A 150" AMP SERVI( 2' 3-4 A O DI - RISER DIAGRAM FOR 150 AMP SERVICE SERVICE BT PCWER Ca. / W----------------------- -- -----e- 03 I II YY _�— i III M -----o — --- ----- (D copyright 2020, zachary miller designer hereby expressly reserves his copright and other property rights in these plans. these plans and drawings are not to be reproduced, changed or c%ied.in any form or manner wha soever without first obtaining the express written permission and consent of zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. —,I electrical plan Scale = 1/4'.12 ELECTRICAL KEY ro�rl - alT-INreRa,r?aE Nox �N Mmv r r, - r, r„ aal ¢ 1�41mExa,T —T r E NIPEo To x P T� o [ Ow vom PE � 1Rea rorla sExYR p —T FNN (— To EnErslN) a+rsroE ewaa)we a � (vwH01Nr roEm woz) ' wv O 0 s " EEw 0 ® wPPa,NP Eo,Na ruT<) �I� .oEaw,E Ewan ELECTRICAL NOTES: n� (Is uaN„C1'7T1T;NEaE uenTwxs. �NN"aiui Ne,.wT N OSi E11 cwalq oRi10) AN"p ES ISR ILL BnT�i AHIttE TNm T „IRQ)...m To d,1 STRUCTURAL NOTES _ pcox „e1wTN 4- I M it DESIGN / BUILD „ GENERAL NOTES miller constuction _ x services FL.g. CBC1251569 8241 via b—It, at. anfom, f132111 Phone: 40]-]92-3955 contact Zachary Miller w�u,rs sNvluc ENGINEER molyet NII MITI IND engineering FLreg. PE0415M 1060 e. Industrial TIIIE PnAmn suitew range city, fl 32763 Phone: 38G]14-"I contact Bryan Moyet Permit Set x N.CRIaA ING �ILlE btx ED'A �col) 1 RA OE All 11, r �N°°,r,�n,, e c maw-sEE TABLE ax =, CI�tt,T Al UN, eu TE w Na»nNa��