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HomeMy WebLinkAbout1606 Palmetto Ave 17-1783;; HOME REPAIRCITY OF SANFORD l NG & FIRE PREVENTION l PERMIT APPLICATION A Icativn No• r� 7 Documented Cpmstruction Value: $ , '�l s:, C'�'� Job Address: Ko 6 I Pa -I (yt U 'C 3an �ak Historic District: Yes ❑ No Parcel ID: `-0-7-OW0- W I Q Residential Commercial s Type of Work: New ❑ Addition ❑ Alteration ❑ Repair Demo ❑ Change of Use ❑ Move Description of Work: ���WiC� ALV�h11�'Q C("�t)�S �1�r�L)(L_(� �C�✓ a t New.r Plan Review Contact Pei -son: 1 c'aQrT�-Aa n a aR Title: Phone: Fax: Email: T_��T es &_Qmai L Ccr��, Property Owner Information _ Name D W C� Phone:c�i ,�% 3 Ns, Street: NlAirfluResident of property`? City, State Zip: S�'1 �Z d °Q 32j-2/ I �`�',+ ce_Av i b Contractor Information Name Li �y or ZAO L-1 /NiN Phone: (qQ) Street: -/I/ � �v 41 J e Fax: 7) c3q� City, State Zip: V)f f att I t'l State License No.:, 4f G Architect/Engineer Information Name: 34ffie 00 Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT'T'ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain apermit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ora permit and that all work will be performed to meet standards of all laws regulating construction in phis 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. t'BQ 105.3 Shall be inscribed with the date of application and the code in effect as of that date: S"' Edition (2014) Florida Building Code Revised: June 30, 2015 ) 56 Permit Application LOCATION MAP SITE PLAN MAX. HEADER SPAN (FT.) Sanford, Florida Building Department 12' 15' } t( tt Sanford, FL 32771 NUMBER OF HEADER STUDS 407-688-5000 SUPPORTING ENP OF HEADER 1 1 2z F � 2 F2 UN5UPPT. WALL STUD NUMBER OF FULL-LENGTH STUDS HEIGHT SPACING EA. ENP OF HEADER f I construction type VB unprotected, unsprinkled s < 10' a 2 x r� x 3 3 3 '�'L f}moi > 10' 4y / s' 3 X. 3 4 4 A1.03 NOA WINDOWS y,, A5.0-1 EXTERIOR ELEVATIONS .. s ( q arxff 4 s ; ��6 �4 L41f£k1e r 3y t £XXX; Er Ytir i£x E' �i a /iz 7 es✓ � ',; ! /y xx �. Y"' dFslis. 9€ u xtti s 41 y G' p� S 6k rte, pk kv SITE PLAN MINIMUM WALL .AND NEADEiz 5TUD RE0. TYPICAL CONNECTIONS ROOF FRAMING DOUBLE TOP PLATE CRIPPLE STUDS FULL LENGTH WALL STUDS PER TABLE HEADER STUDS PER TABLE UPLIFT CONNECTION TYPICAL CONNECTIONS TYPICAL FRAMING 4 CONNECTIONS FOR OFENING5 code information: MAX. HEADER SPAN (FT.) Sanford, Florida Building Department 12' 15' 18' Sanford, FL 32771 NUMBER OF HEADER STUDS 407-688-5000 SUPPORTING ENP OF HEADER 1 1 2z F � 2 F2 UN5UPPT. WALL STUD NUMBER OF FULL-LENGTH STUDS HEIGHT SPACING EA. ENP OF HEADER I construction type VB unprotected, unsprinkled < 10' 16 " O.C. 2 2 3 3 3 3 > 10' 16 " O.C. 2 2 3 3 4 4 MINIMUM WALL .AND NEADEiz 5TUD RE0. TYPICAL CONNECTIONS ROOF FRAMING DOUBLE TOP PLATE CRIPPLE STUDS FULL LENGTH WALL STUDS PER TABLE HEADER STUDS PER TABLE UPLIFT CONNECTION TYPICAL CONNECTIONS TYPICAL FRAMING 4 CONNECTIONS FOR OFENING5 code information: Sanford, Florida Building Department 300 N. Park Avenue Sanford, FL 32771 407-688-5000 applicable codes �' 2014 florida building code (5th Edition) -building ~ 2014 florida building code (5th Edition) -residential x „L ` I 2014 florida building code (5th Edition) - existing building ttti,,4Y s M building classification w; ''`"="�`,u=�. l occupancy group r - residential I construction type VB unprotected, unsprinkled unprotected single story I scope of work: f Window Replacement & Exterior Wall Repair. legal description Lot 1, Baumels Plat, PB 3 PG 38 ,drawing index A1,01 GENERAL INFO/DETAILS A1.02 NOA WINDOWS A1.03 NOA WINDOWS A5.0-1 EXTERIOR ELEVATIONS NOTE: ANY DAMAGED/DECAYED WOOD SHOULD BE REPLACED IN ACCORDANCE WITH THE NOTES IN " THIS DETAIL. FINISHES SHOULD MATCH IN COMP05TION AND APPEARANCE TO THE ORIGINAL. EXISTING ROOF S I i I' NEW JELD WENN ALUM WINDOWS IN EXISTING OPENINGS , i 1/2" PLYWOOID SHEATHING PER SSTD 10-99 GRACE VYCOR ENV -S MEMBRANE FINISH - 3 COAT STUCCO WITH SELF FURRING METAL LATH. 2X4 WOOD STUDS m 16" O.C. SIMPSON SPI (10)10d UPL IFT 585 BEYOND Jh 100'-0" FIN. FL. I; J -MOLD CONT. RECORD COPY REVIEWED FOR CODE COMPLIANCE SANFORD BUILDINQ DIVISION 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 OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PIANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE BATT INSUL. (R-13 MIN) WOOD LATH 4 PLASTER 15TING FLOOR STRUCTURE WALL SECTION SCALE: 1/2 "=1'-0" #16-2766 FES 0 2 2617 T/ ■ F,4,flfasrtavrt iE.ef3�r[. >?a�es l �;, TiiSliillatitric i:.?�isiEs` C'stis � ,,. C'; € [9!. allysi9nQ..l y Herrne5 F,i.No R asori l am apprgvtnq Ibis doc,i date LC?1 18.14 15 2.2 rlG 0 �slr 1. H.rrrries F;.lrirerra P'E i larrtia iso f377 BU.I,LDIN6 CROPS C7ite 3/2 Q.14 //A PerfectSalfat[on in Every Ilrop Ro'ort hdo< 343? j �2l tJHC�:B Gf {13}hllGrl Gdit011 .2a�%i�' lnstallat ow Z. Approved anchor t*ypes and substrates areas fdllo%as Nailing. Firs Installation: A. For:Cwo by (2X) wood. 'frame substrate (Min. 5: [1 55),:use..9 Wood Screw type wood frarrie:anchors of siafficiert lr n th to khr ue r� irfin�rr�rn emlae�,IbO; cif LISP v�pr;d franlirg: T,hrcUO Fraffie,lnstaltatfon: A Fvr':two lay (2�{) rr rid Oan sobstrate ( lin S G. t7 S5j, use ##10 f Lp6d Scre!uv tyiae: vvadd frarne anchors of su€fident length t.a:asl'iieue:rriirurriurri erribedment of 1.5 irrto-woud fl'arYiiiig.. E3 For:concretp (Min. f`c 3.Qt1Q psi) or Masonry Kon€arms to ASTM OQ) substrate where of tr !l1y (lit), Mort-s:tru rural, rfYpo buskin g rs employe...; use 311. 1' diameter 1.M Tap ort type concrete screra anot.crrs ofsuf€icrrxrt tenI to arh'eve n'rifrur7rn;bed;a�+�rkt ai 1,25" fnta.concrete o.r sonry. Fdr concrete (Mini; F :LUOQ psi)'or alas rnry (C6iif6r ns to ASTM C�10b strate where Codd bLi.Oi ng,is �1.fJT enig�loyed,diametsr li�N Tapcon type concrete scre,W rr,ashors of;;suffrc errt len h. tr, ac.Frievr?.niinfm�m,f en�E edment sof 124" lnta'concrete.or ranrll. _ la. Far'ste, o a+ bstmt (Mih 18 Ga,j Fy '3:3 ksl), use #10Tek Screw type steel frame rrncha(;s of sufficient ler gttt to act)r?ve rrnirtirrrri emEedrnnC of 3,threads rogagemnl intra steel framing;. Refef .to Install�ztfcrn lr,strrrctE'ns (gA4 Cff NCTL2I0 3fr5Er' 1) fQr a nchor`spacirig'and noire details aF Flenale� F (lorzra, Fl Florida No: 7317 F'ag 9 0 6 EXTERIOR WINDOWS . BUILDING DROPS /P_rtp 97/23'4Pi A eerfect Solutipn In nver braP ... Report No: 3032 cert rficdfe raf AUzfiurl,zdtian;;-?9S7s Manufacturer: 1ECD-INEA1, inc. Pratluct. Ga:tegory; illindc�Vls Pro lttct S.i b -Cat ory� : mi le Flunk Compliance Method: State Product Approval Method (1)(a) Ordduct.Plame: Bui.lder'sAA14minurrl Single Hgng Wind(m 01.00 Mechanical.lu. Fasteined) (Nondlin' Pict) S.. Ata" ( 79" Scrala�" This is a Pracark luluati a7 depart issued b� PE,, (F0l fo d-1Nen I nc, 737:78) r.lel. based on Method la of the State of Florida Product Approval, Departrtrerit of Business and Prcifassianal Regulation - Florida liuflding Corrilwssion. Vermes FJlorero, M. does not Nv.e no6yiii acquire financial interest in the company mariufac.i;urin� ar distributing tli+� product ai' ii�.:ariy trtlier arit'rty iri'vaived iri the apprt?val prc�Gass.Qf the product rjar ted, herein: This prtadi ct has':be6i �aluated ftrr se its lae;ations adheririg to the cfirrent Florida Bdildirig Code., See;lnstallatiiiri lm'Aructions'BAr410,,Q NCU.,,11.0-306-1:, sfgr160 and sealed by Eleriiies F, Norera, P:E; (FL -1017781) frirspes ific:use rxararrieters.. i faults:Of Use: I: This product has been'e'valuated and is in compliance lwith the current: Florida 801din; Clado, i6cl diri :tile "High V.&tity Hurric:ade ZohVj (IiV44 2: Product:archors'shall.O,e as listeZa arid, spaced as shown cin details, Anther embedment inti substrate rnaterial shall be beyond 4,vall dressing or stucco. 3. V'yhen used, }or.ind borne.debr.is prOtektira4 this prodOict caii plies u i(4 Section 1609,1L2 cif the rurrent.;Faorida l3ufllji.rig.C��de and, does require in) irj)pact resistant; .craueong: Sits cund:it cans that deviate"frrirri t(tr ifetails Qf dr4i virig BA410.0. NCTL 210-3656-1. reyerira Further e.ngincgri, ig.artalysis by a licensed er%ineer or; r'egM.ered archirect,; Sae (nskalldtian liist�uctions BA4100 NEwTL�21.Q-36W1 for size and de, ri 'h pressure Irrr%tatf>an�: Herres l Plc�r?ro, P.E;, Florida No. 73778, Paige 2 of 6 WILDING DROPS A perf afi Solution in EV ry Drop C� c+: ..7/23/20 4 ltefrorl No'. 3032 /� Cerilfl�afe:afAtathc�yirdxi,aii:,29�r7& 1.1.1stallation :McAoc JE �D"W ;`.N f, in �ui.tdcr's . uirii i'txm tl le .ki tr'n Win l.u�rMei 1t inlly :T ks:b-1a.6(1) (t`tii out�!b k`rAtm last"1110trin) 4�1 'MAX. 13 ." r.iA X; s T f j f 1 �E E i € .�: ......... `", l- :.. ............:. .....,,;� .,..,,,.. .....,,,,,,;.......... f f:f S f £# I E s s. f f f i (,.,.... i...... f �............... .....:.: !...... �„Vi Hermes F;; More P.F;, Florida No.:7:3778' N Q: 5 of 6 BUILDING CROPS Arrfee t Solution atau.rY:brap ©ate.: 07/3/201 Report Nv:.3032 Certificaf � Gf ku.r hacf: �tirrn: x�;S78 149a14 Assurance; The rnancrfacturer has demonstrated compliance of products in accordance f;prith the Florida'Buildiht Ceidt for 64a6ufacturirig urfder'a qua lity.assurarice progra.am audited by Sri appeor td griality assura.riceentity: lrQrrgh Nat'idnal Accredita.tirtti a114 Management Institute (FK Organization ir: QuAi. 89) Performance Standards: The product described herein has been tested per: Referenced Data 1. Product Tesiin8 performed .by National Certified Testing Laboratory, Inc. (I;SC:Qroih4atiori It TST1589.) Report.#f: NGTI 21 -3655 1� Report Gate: 2/24%2610 21. Quality Assurance .National Actreditatipn and.Managernen. Institute ,(FBC Organization #:.QJA17:89) i-leril�s':F f�or�ra, P.E., Florida No. 7;3178 Page '�; of 8 OU I.:L D I F 1117 R O P S 07/23 014 A Prfct Solution In Every Drop Report No. 3032 j G frifi at of Autiroriiatiol7: 2957a Instatlat on .Metho+d JELL -WEN, in e. Builder's Aluminum Singlc.Hung Window (410 l Mochanically Fastened) (Nail rain : xist,,illatioii) 4.111 n.Q.......................... MAk. . ' A;< " MAX, FROM rola ,iER, ra 0, MAX, #�6�270 6��>rDING� �APIV0f1D E' Hgrrnes F Norero, P:l:, Florida No. 73778 .ago 6' of 6 FEB p x 2#y daytect design, stetson1225 • • 407-276-6302 daytect@yahoo.com ' r e,,, �• '�'�f� ''r a fir: �', r' r'� X9'1 �i 7 5��'� i, �� �� f• r� J y s �s fiF. Y i Y, Window Replacement Wall Repair •0• S. Palmetto Sanford, revisions: • . R checked: -r date: 9-22-17 • • no: P17-01 f'•.. _ 1,NrlIN 4' 4 •;' ` _ £.fiIAYI£Hi I . t: j7j�;;'�:: �; �: ��; mia . ,� , b t.«a«A« M R At..l .4 1 1 P'+ 1 ti.,r Y4.:1 ^, ,.7 f�._7' ""'fd .-.w.'...... �.."{f .. "I: ,' .. , , , .:. ,,,:.::, ;::11:11 ,,, , , .,,. , „, .. ........ 1111.::; k 1111:... Viers rF I. >a a €utas: I. The 0Toduct sh6wh har6in is deslgned, tested arta rb ''. .4cturaci.1 :1111. . IV: i r ire darn i�di...T # nd he ad..urlterta.�I. the ado In r o . _ .0. Y 1111.. r.. i rlati . r)it. CUtrdlrt l p. e n = Irrt r atE�rl o €de Caadtz l#�G t o l d E lR aI. i� _ .nttaE Cad FtC; : curl d _ _ _ � ar a .t in ., ,1111. 11:11 �::....:.: .:.. .. W ' iii 1 in _d t ,;H< " ki , 1 l . , . " Dade cud e i eau ty Hr.rnoangrto* (l i4!Fl aria :ttt' industry _sten arzre��ir requirements for # he . stated ted car . ns= . .i-1 . . l "3Ati1f in sh�l canfarrn ,ctv�:. , '.: •; �: ^; Minlrnum.h rhinal` glazing:, 'Y" " m 1 _,k . ; a n pnl� tdllG or 1/d Ensu€aierd,. _ _ ... . � 111,1 ' . 1111... rtst,;Illattef?; rrsaio�€s rrJ�I .�¢J: Erit$3r�hcin (3d wili3tri !1'le. Til C7 £3rtin Y �_ .. fid. rx Ca,, , �::: #r An Impact r9tedt€\re s� stem Is: r ulr t where wind borne #ebris Kl /. ..... protection is required urred' b local buildin ,code.. i? Y It1f. ,. t 4 1 3 r { y r fs�i>�€rnum 1 are I3U I:L I s �� ck iter �S.cdrrt ds� not En 1 d f � _.. s o e u au s 1 � This u fa recta' sched is addressea':oe1 th�i ate aired ka anther the aciuct a Y f "� at h era a tad des` are Ruta Irra ct amraEx� where a € . dt rated n rets ri 4cabEe u l� �'. r4€ E� €� ( PD } , h P A 9 to rite size Clrrit is t It Ir~' rnrt intsiict as a e € t�r. rioted, to the rtx€hllatlan 4 1'ircEs€S and rima d' I n t i r not a <kass the. caristdaTatinn irtttt n a ansa rr dr�� n a �' .: p �H � �... 1, x`7,3 Wall conditions. t, w can rfE rls. the Hunt lele Elsa .!a a raoedtite .na n ,� to tw n rrrsffuctE �r,�: ,,:< ., P P ►`. packaged ed with the vel nduw ar;u n: , eld wen.comiresnr ro-pstrnsfaila€arY. .;: a Tl r J , r q . .: .. .., .: , .. 1,11,1._ ri f ,r' rills did a a con n�aa ri a € a \ . wt olid its acrienfs r a d.ar na # ra oduced r. � 7 u pf 1111... 1111 ie 5'.. ... . I• i.;' �'t,{ . ttf'C.. � �%aE�' � r m Copied Ie w.5laia a.. € u� or dksclas>;d to athurs except as: au n 1# o, lhr>rE�ed b E» fro A Y �: . />xn ural w�'� > 0Mr" 24 3/A'CSrk tp* i,C. ',),rA4. .n I I a y Irl. I R rCrlt,'C U.AZL741""'�diIDETAIL C V T FYI U FRAME.: SECTIQ 11.1 0MCWk lDRtN**n urdt. vo We4la 11 n. WV Cheam. tt?s &zc.mow. "" ;! I. _.. ...........................................................................; :rrf.R�rkG raC7AT1,; MX �: era:. ran ShiH.. ... Ma x r erre �il€�� j,� ACS' MP 11 11,11��� , 11_1 3 E ......... �" f! 1111 _,1111.. ........_ ; x 72...r'�_O -"�O. NOL 'it ...:::: 1111..: :.::111:1 ...... .�::, ::.::::. Instaliatlon Notes: 4 t e' window t substrate. •e. 5e1r7fl r7 A to ti s '� <.. ilea la Tapeert fasteners thcaugfa frame Viir€i!sutiir iirTt Crltft ta' _ . , , 1111., _. ,.,. ,s netrltd minimum of 1 1 Ir3t0 the oarsurt to (Min,, f.e 3C70f1i r E� a.r & soni.� Conte�iThd to ASTM COf3 . ria 1( i, t 3;. H t aur tiro d ti s framing a n enln )to _ ` d` # s ru a a rfck tint l Ism n e dI rle d r 1 ' and ancharc;<I ta: property transfer all leads t lure.. Tr.e itCast R ,, p Y a the structu o i tr r h .r n i iii f � r tI 1 r f record for s uctr 1.e € the as c s k� a Die a r t .so# tar a r� a. u i ca cf a the pro est of Cnstell:aliort: �. 'c *, ' ii r f> , 1-E 1ritus r: rlcxery r',E; �t k, r� n Y l �, Fa,�.eE-€eco ar+�: nr�� _: zI._.,,d throe ,the �r,i: ,. , . _ . __ . € � Edtiascro t:l.irtro :t) >E:kyrr➢+. ,.Errs rtrti;tttTt�iii:: r tf 7 � r 3f < 11 t7�, Oi E 1 )S.1 -01 W, .... s t, 2 ) 1111 ... 1111 .,.. ... ,.. r v :r; lGtra�r cr�r , ::: 373? loll' r>.t3.... Pd .. 24 201 0 C < ........................02/:...... ........ Nilly QR:97 tfi3is �� JELDVENVJamith. r T�zlatt NIS (541)$02 _ 3451: a r lry; rrErx; i {�r� �. riuil er's Aluminum 11 Single Hung _ d _ _ LX A ti)u"", , _. 111 1 _. 1.11/) r,1 tt r,I n. u M Installation 52.125 x 72. d5Ar1 s� t}Q 4 bevr5xainwr r.0 210 (WONR WM-JA. c 1, STEEL STUP. (NCL 210-.3.856-`I:A) :* Tt .. iii Pf6c( dt,t ri .. p: Nn hari5in is desintf'teststl':artd rr€arlutaoturd t €' Garth .l• 'Wl.i . the, rnd lq d untena of rile ad tori Ictternatscarazr., i�tti:cilrk A 1111... ........ ..... . . .. . _ e t`aI rS : i ' , it E '" �adr� loo), the l,rftr rnat,�anal Redd rt..l...... Qv .. � t RP), th0 F o,. €elk€ aui d .Q C ;ade:InclWing the "Hirth Veio ty Hurricane Zonal {t €!lH>� aW ttte. € rt .r r�r u• x ant, fear e sta od. d6nd tarts. rt�iustry stet , cl�I, ttt ,ct .ter x . ;s tFt • A is wir� s � l ro fta to. r E t (7o.: l hal ,� n Hirt. A. s Mlrslmurn:nominal fltraairl u(Q" monolithic or l/W tnsplated.. �,. s Instatlatlt�ri' methods l raa ire IritarChai d >�rlthiri thf�. $4m. as p :enln ,.. r? ,. : An Impact roieabve system :is r uired :where wr,ndl b;.othe;debri;3 P : P. ti r" n l' .re €alrcd b l al.bulldirt Gad$'. protection �fto s c€ Y 4c ...: t !:r r f t rl t ,. a }. , s / t }: a t�: re sI�M :�1r ci r tr.Gu is. b s. h!laxtrnkzrTi �Ir.teia ck � ,d . tz. 7.s� rt �. r�. u ..,. t _ ,. , , 1111 ..;, , - .. 4' '. ::. ... .,, I e f t rs r rare #a :a n ha product �r This ale addresses on to a ne d ItG€t r hr schedule fie... / Y In r. n4 ., r6.and irrr act a ft aEtt3 where a Ilcatile u achieve rI.ite rafdti design ptessu A t T ( Pfy, } p i•.' r to Cita sixa lirntalinns iated< if is riot. Ill aa, gulde,,fp 1.16 instaltatlart � :" ;: ; : y ' pruciass and cities Hat U. rife:naa1t1 oonsldaradnn that ma arise to iifar nt~ ° 1 7. ....... .. f. �, titian candicans, tier the crintpieta Inatatiation prruriahira,: the iiiafradiurt : k f: .. w,. pare with fire window ar go to mire:' stenxotrilresources,5nswilation. '~ -6,,;c.�4 T j G" i» ... ' t - ,« s I r a d ntE . r. !aria ; re r r ,:.,. c r�r�r� Thl. dravnrx and lis r trRterrls ..re coal e :.,s a d. EtQI to be P aduc>±d U„ r axfn .copied in reholaa or, tn,park or used. or d€ac•.tasi3d to others exempt a;i au#tanzed by rar,ral�-�'� i Max FrEIe DP IMPACT =2 .,,.,,.w� �...., F .Installation Notes, ...... . € sew Ilal?�ie I Window to.substr�atfi, .. _. __.z ........... , •< 1 l t rn+wktai screav tea cr ihrtm t tar ne vel tJ:xt i.Q PF„.ttet .................s car t 1111... . t rr.:.:......t... .. ,1111.. "i fr . 1..........: uffi s n Iort kh to nctrate a rTttnlrxtufn ref .r€reo -3 thrcltds 1 _rt{1 1. --• , nig#dt substrate (Min. 1a>, l y -:<33 ks)- .. r Y........... ,. ;,111,1., :1111.. _..,: .. .., _,1;1:11: .. Hos. ,Wu&dbr� {wand bt!t l<, sti ld framtrt+q pita. op nine) to be d.,signed and aril here I to �To r1y trantyfer all leads is tho structure; T he ... ;,t C r r for tr 1.r€ ii1 r r�i tbtit t IYa � r •hit t r rl ir1 r t oc,a d a ^a UMfi.! P S �'G'a {} � � G d G f -'f1 Q tw ef3 Q X% : tY _ _ 0 the pr(aJ t of:instaii ttion. 4, lyra to ..efl' are hot r fired ir<:the, sill: r n a ..... ..... .... .... m_ A'U.J.#:CY it,atfkka,: fDAi"+,'f." ... ...... .. „ .... . 373? kerrc?rk,ru€cvartl 0217.4/20-10 __1111 1 111.[ELDIffN falls,'>�lt 97r . YVr1W" (<larnath.O 1.1_11. '� Tetzlatf NTS (54a) t"E32,-,�15i . L851if; Builder's Aluminum (440) Single Hung '. a ,. •. Steel SWd Installation (5.2.1:25" x. 72.00") EXTERIOR WINDOWS ��­��­�i,_ ._ I tN1611624. I.M.;i .M.,­�7 ...� 1 1 .,:: ..::............•.............. ::::::....................... ......... ......... ., .... ...:: ....: :::.••....:.•......,.,•................. :... FRAME 1weal ,w, rase aqn ver : I tt 6.8/�-Oij CERTIFICATION -PRO.GR-AAL- r�tx 3 (NCTL 210 3056-1A.) 3 FR041111 t. 3 8 111.1 ..,....... ., - t}.G MIA%' 0 . .. ... , ,...�... 1111,... 1 :x22-�11 , 1111.: ..: s ti WK .. .. ��^������, s i QJ: " Da 1tT i t/ l" L, Xt , nor rz . ; •. i I SPACE 1 Ca„ \-V4' MM I 1 122' MIN: CkfBEUME.NT J^ 1 .:, O.C. SHZH ., m m. g. �`., € SPACE € t ......._ € ..�tow s i me ... £ ,C . 11111 5/// .. _ i. .. i a I rd A27t i P Tna 4E1-1Cf�tE. So . T_V E - i ' _. ''' t'.t P �75JJQ6L : ;. s` , _. _.. . _1111 i € FRAME SECTION llqr\ I %.. ,I 3 i .:WT£, AUIk k4tVYYn. : 1 i unft aria GrJNF(Mi{� j'S tint cukKW �� '.' 'T'- W- ' lll`.t`J. BRiLow ; vC. .: i fes,..-... , I ��.. t t t q" TY . .- i{ TAS .. I I"I' FRAME SCCTIQN ]j NaTEk Caulk between cvkkt arra aperk,w i .......,. 1111.. „ .. ...:.�:r �. riLAZJ14i OCTAIL r.....::1111.................. :,:.. • .: ,:::::::: I : , V4* , . ; I " axe# 5 t, - z :: • _ s I Max rarn.e DP IMiAT • r 1 r 5 Y! !: TY % s i .. .:... 1 .........I ::......:: ; ....:::.: . General Ncttei :. Installation Nokes: « Tl't�t: rr�ef�tctshown.r�reln:ls..dasl�nad,.#ad.and rrYan,uf�:�ture�riw , P ... .. r _.. ,_.. � .. 1111 .. :. ro y 9 flange W1r1CiO to f3Ut1Ot at6. Sea. fl rr r 1 f . C` r n rn ! Ct ( ) .tn _ _ , C,+arrt 'i` tNlrlt: the vlttrtd:lr�rad..rE#t'3.ir7..of the �cir� ted t. #e oto a t�u:a� : . _ '_ 1 n l n t r r t rctr I€ frarrte TnntFt suffEc ea t ra h �. l.lso Jf T p F?FH ar eat Eesti ntr h €�. � 9 i Y l € ii;E3 � idci.Bt:7 idl f3 € + t Ctt c`tt{ " . - SCBE- - iJL�Cr CIr 1 rl Cad j C hra i orn a � l � J t� . , , ,. . 1111 \ .)e 1111. 1111 t ..,}t - .:...:............�. e ,. ...+ t^. .,«: .. 1111. ... 1111.. , ..': <� ... 1 _ _ " rn a1 o f 1 . (Min. �, i E u: 1 tnkrt N ad tart" t wood e e io f� r atr t�; n m f themoi. .. _ +Hurricane1 1 HI V t r H n Cade r1a9r td r+ ttteh e1aG lY o to \li i) and h 0.55), industry standard C� urrerrtr~trtts frirtite stated conctlti�ins: . _... :. , ., .{ __ - . ,.. � designed 'V1..�1 n to. uolt �zt d frarrtin sand opening) H struciure We la u l zr h i rlt mn A ,., All >�,�. rT� s..� € ca....ct to , sr, .. ,,3t?0. ... ..transferCt structure.. Th hos property I to the st ua e # r n anchored to o a ca #ti..e > oda c ,3 €� t 10 hrllrtErTru r nominal glazing, ✓nenra!it�rlc or €rrsulate3ci. ::: _ :-f f . _... _. _... _ 1111.. ... eng! r record r the r tilt t r rt q e� ,j Q t n 1 t f t as k b o structure :tit r lti r c ec a S r3..EG f~ ca lel e'a O instailatlon methods rrtaY be' trtterohan �sd vJtiitErt the sant r p.. 0... :; t afin th6Pra1tailalion An impact prat��t�s: system IS required here rlldbarnedobrls .��w: _ .l ... e s,; . 4. Fastener� ere riot reqhire u , .. . .. .t Protection , rMgE(red: bIccal butitn :ccce.. ` l tr>axrrnses Mcut i ar3budt I"Es€ nddrtIn-tte fi,�o ,. , kF ltd ri f f 3 tCT' iN 3r4}Gt to r a E)ATE Ti>€s hid tea re'�ses n the astsrtets rived attar the � � ' Y '� ,��, ti ,,,... 'rT' . "� i�X1,1Ct, X737 t.akefxxx tior.Eieya>�! f w 0 24 2010 ach era the rated dost rrr$ and Errs act arrnanr� where applicable) € A� pA uA � � P } { "� .. . c � 7a"i41 Klamath Walks C�2 p sr�r.... :. t rf't. . 1 y Ikri W. to hes llm ration's ed t na rrl s .rte kit € ixa r not ; t €s t i errrted a s i to e Inatallason 9u C,� 5 51 41 8� 3 i T stzi�ffJ C 7 . r t -. d d r f. ... _. _... r a r t n i cert add e al .•ury iii .. acxsss ttd drt� trot he sa i si eratratt that m a n A _ C 71C , s� _ vratt cnrtdl€rorts• For �;s earn to Enstalla6an racs.�dart� aea !Fie lnstru €cast „� , €� P � €1i ltj padaq#d wird llit�i wifrtlow orgo to YxSNt"F. Bits-wail,cof-1ret4urG�tF,linBtii tion, � "iE :. ' ` T l _, �l builder's ra fskli l l7flr71 Etii I f j Single Hung 41Qti .. 1, 1f Waal Frame Irts#atfaflon 52;125 x x.2.00 ) drawl enc! caritnt& areoridekttial aril aro not to be: re odtTd or I _.)Yr,,r/sntsrncr. lx . _ . _. . C� ` copied in. wF e' or 11a part: or ii titli cf it'Naosed t;7 otimrs.eXcept a5:duthotized bJ j /j 3 •E� �'� 1UfNTI�IFlirfs YtAMrNM 1i_ _.I.to Ctrl:, CA0 DWI. N'4 RE;-ki: 5HEV 0.1 2 51 ,,EL, ,-,YVE'N,;irsL, t�Y�ry�3Y " s tEasraA'. 7fi M4'44t159..._ Venice WlndOw t71Yr51r7n 1U0 ii07t.21� 4R�r :Q� p�.:7 1 111 (( . '� j g�.y�,, . T j j ':NOTICE O Af ROD -U C.L 'C'J4:•! 1. :.0.' C'.'A :I: CERTIFICATION NO, tN1611624. ..... ! _...•.•... ,..•••: .•......• ....1.., ..•...., .:.1 ... ..-: ...::: ... ::: ::::::...._.............t..................................., :I STEEL STUD V.D N,AIL FIN `"' tai` 'u„ tt 6.8/�-Oij CERTIFICATION -PRO.GR-AAL- 1 a0S MINA ." �NLICi 3856-1A) a1111.. o c �/ FROM s I mar war yr t - 6sisai r s ,,,,, ,,,-",,,, , , ,,,,,,,,,,,,,;,,.:...,.,..,-" ,, , ,, ..,, ,,.M,,,,, "I • .. -. . ... :1 h,r"Pt kris, i :x22-�11 , - _ _'� ihrnacah St tta m� i .,,...�,..,�41 1/4'.lYJ.X $ 1111.., : r. V> ,4 1/4' SIt1H ' !'Mt ' .•., . D" `� .:, 0.G i STE£�t�ST MAX.arAc� k�x ; _. , ; � . l ! wj� , ; t T i mu caamiln u .xutcE I Gi!StriC.A[TAe" ISILM> ! E 1�1 _ ,4" € FRAME S3ECTI(IN y}# , 3 Hiwo r.a'.lait p#rA R1tS"i r I atntt armor �serar I i�°t5sr Vk' : '. WV Cr RKM ; : �� i mx 5 t 3 ii t ... ; _ .. . : ; w_ 11::':1. i TY i t TA ' rL s ik: FRAME 'SECTI�.N . hum Cw Ak between u�tt uper*gk ` p ... :.. _tl#• s:' and , . .....i ........ ......... ............................. ............... ..... .......... wm1. >n__.......................................................................................................... : / I E I :r i I 7� Max Frame DP IMPACT : � i : ..... +�tlrarKq WMP11 t rix. r �2 x 72"0f-�0 NO )� i 11 TY A f i sra'xTExi I :::. ....... ....... ...::.. .. .:...:. :::.......€ .::. ., ..1 66 ;; : i[ G€nosral t�lrites:_ irstaltatrarr hdates. ,....�. _ - 1111.' _.::: 1. . _ .......'. .:Seal nail fin to substrate. « rC1 t� "t r3 9€ rl f E3( cOrtd r.. .rfr�Gttrrf3d #i) The+. due# sh .vex . iter in., ..de ecl t . # .:.: a s r fasteners r l Jso `1 t7 sheet me l crew or eater este ors through h the frame !lVitrt Goat :l With t the artltld: load. Irl#atria orf the rade t€ d iftternati tnal; c__ 1 ., ... _. ., 1111.. ;:..' _ . ,. .: .. : . ::. r' beyond �+ f ! .I£I t length tl l to penetrate tO tl minimum. trnl Urrt pt trtreq 3 ttTreEEClS tanr� I i n �" Herr rrr �' p S �Y Cc?c�,(tk3Cr), thrz int�lrrlatlan�, Fto,�reiefnusaf �odc: (€€��}, t1Ee; ;rartdd,BuEiding ( . I.y :.. . ;, 1111 ... ... -_ ,�:. ... :. : ., rnotat substrate Min. 1:6 Ua. F 8.3 ksr . incl € the `HI h V i •r t-1 rrr � n L r ilH nci: the (Min. Y } Cade a rad rT e ear ty u ca e a to 4i tj; a tied t n r e air rn `n f tFT t t c>rs tt r it structure (woodbuck, ,tad framing arta Opening) to Fee designed Indus ry sta tfa ci ei� e s is or e � a ed c . dl cr,ts, r , . , a.. ECl ane Korea tee frgperty transfe, all laaels to the structurr. Trio Hies! 10 All €azi sh�tt.cantal7xt.tn RS"1 Ul..�%,3gC7; _.. _. :.. ... -1111 .,.. . �. � _ structure is the responsibility of the architect or engineer of record for the q Mlnirnurrt nominal; lazir! ^:a� Frnanotithtc or 1/8` irrsutated.. �° / `� . Sf....., - . ,1111..". ;. C.. . _ts . _ :1111 . of I luttr i tto , project� _ n inr 1 Ertstaklat€ori mOtr,ads rna )4e Cnterc . an ed vuttttkn tf Eo saM ... r . nln ,., ' fes,'� 4, '':!"a�tonars are nt�tre utrsca though the Ntii, � 0 An Impact protective system is required where wind 66rhe debris �, P P Y? .. ... M; } 1111 _.. _. , is required b local building ode. o, indow Includes ct slip on alurninum 600 -Ta nail fin (t`/p, wail: th.gnness protection.£l Y O., "n ataJ: ., ... -: til !: �, kt .. . ,,1111.. ,:... t 0. 1.1 _. ,060 , €`Jail€ tm,n extends a roximatel 1,260 :iiwa fr6m frarrlf ; * Mrax.irttur ra sizcas d rf3 ,bUr,tC,f' r18: �lzes 6hd .d.o trot i I .1 . dra,fi ' � , d s: ¢eft _ 1 111. ) _ PP Y y .. r _.: -_ _ . Th€s .scttadute addr1.esses vn the fasta3nets r urred pa ancltar'dte rodirct to M,i, r Ii�rpu e, nary 1. Y i ,•;: Y. t' ,737 k>:tk�l7pri: tit,tafrxl . ., ,4'� : ..:.: ::.,. - ., O 25 2010 a . t e rated ass essure:dnd impact Efurmans : whet s applicable) ... < 2l l alt h Ar N Pa i PP } PA ... . ,, ... „ 1111 / .. P balks pit '�7�3 Caala n ,.d t 0l ' �e to errenaiad: h ks Hat inferkded.:�a a: 1.ulrfa to tit Ins. I. b �'bsYla a Ilrnl :_ . 1111 _ JELDVENkla.diath _ :..; f:::1111.: TetzlafF [T5 (54) 8132 .3451: %dr t soonI. d t n r d: l:, .. «,:. . inti sx olid dry: tout ad ass he seal cnnsr aratrart iiia ria a n rtserel! .. _ ..d :. 7 , 1111 . Y .__ r� . ;: pet; 177 � .:' ort corwitions. For tiro carat tri Installation procedure,.: the insta lions yk,t».: , • .._ , P �„ ../_ , ' mrt.car,tfresourr instaRaiarl. V ', n utsY_ Builders Aluminum 4100 Single Hun Paged with ilii rrtrsduw or,ga to: w �- T�p . ) 0 t � ''. ` _ Steel Stud with Nail Fin Installation 52.1.25" x 72.00" `ftEEs draiwirig aria i'% contrrnis are canCduniial ood ate ri � to k1e reprvduc� or • � c f, 'e ., r .; ( ) M„5vruut ,�q...ii7F,PtriFIF:'RN4. PiAkrkM1R.AN?)ttTit1N; 1111.. f:Ar>1}VJt3.iaa,: 1111 ,'i..°^J; iMi:eT.... �..'•�.. coped in whale or ,a part of aid or difados ed to ot"e except as, auttmrimd k y •/ _ .: t ' VCrtrCe WInCiU1N 71V€Siprt 33AR1 tl ir.2t0 0 5 51 ,iF«W-WEN,,lrrc, _ E s MY €Il ��f p�.:7 1 111 (( . '� j g�.y�,, . T j j ':NOTICE O Af ROD -U C.L 'C'J4:•! 1. :.0.' C'.'A :I: CERTIFICATION NO, tN1611624. I'll, .......:.::::: ,:.,...: ..:::::. ::.:::.:: .,.,:,,:.,,., .:..: _ ::: ::::,::,; 1:11::::1 : _ I'll1,....... tt 6.8/�-Oij CERTIFICATION -PRO.GR-AAL- (NC`1L 210�380� zA)w ,� 14,3/a" CORKR$ ' i.....:...........................,,,,,,,w ,.,....:.....1111..::.,,., _,,,.,,,,__... _F" --i' '". I :x22-�11 , :, O.C. MAX ir' I j I -.#-- �S. I t t�lg1alalaE. I i I Si+ACC t �� i!4' RAX SHIM ` . a SYAC1 l mu caamiln u .xutcE I }, rai4ziali nern�iTYP A / T A i i S 1 FRAME SECTION 1U71r1 Caulk bctwee+t ' �� 'I� i . 3K .tt u r"'" riga nt,rcraa CORMIM i i 5 I f 3 I 1 6� - : I : TY ,A H A ' , "� 1,111»-..'':. ITRAtwll SECTIIN , IIAZiN6 ID%TR8 Nam Cauak between wilt and up"*O;4 _........................ ..... 1111,•... .............. I r/�' wkx sN!!'S �,::................_.....................:...:.:..........._..............................::.........................:...... ...:...... i . -0 , a SPAC i .. 1111_. ! m , m. IMPACT M ax Fr arse DP M i �„ r `` 7 2" _g 5 0 l �' 5 0 N O wrNAI.aw vrrrrrx (5A X". .)id .m,,,, 5 X .. ip�,.�..,�, .Q ; rYP A Ev T11 I1H I -AST ham 5 t € s.�. I .......1 .....111 .............. : ..: 1... ... .. .... Ire ia.11at irJC1.NQt9s Gonerral €�raltas... # p ; _ .._ _ nil fin t substrate. a shown e e s as€ nsd tested and rrtanufac#aced #o €. 5sai a o The �r dtic;# h mon h r In .l d � ,, , .. , , . 11,11 :. € rT to h nail fin wrkFT sufficient s to r t r fasteners thr«u a .earn ( with. the �rttn..d load, criteria, of the aciaptsd lnierni�#lorta€ Bul€U1n� 2_ Use #8 PH cx g ea a �r;�t#� 9 � l es . o d Build' f5 . enUal c �.0 tr, d csd (Min. S.G... 5 Code IBC, #ha lntarnab na, Rest cxt € n . e u Into tete moa framing � tt Coo a �. �. attar a manirrt rrt of 1 ( . )D 1111.. .. 1111. 111 1 1111... 1111.. . � i �.� �.. 1111. '- i 111,1 1111. 1111 ... 1111 .: 111,1. .. �� ,rtclridl ikte 'High Velocity Hurricane Zane . H1It'1 and the 3; ktcyst structure rrvocsd tauc€tk stud from n and Hirt to be designed Gar � � Y (..: �� f (� £fi .. structure. -i I €a er <i 1 ads to theThe h st Irtdustr7 standard re�ulrern+ nI. far sttataad coK citio is. ar3ci ancrt Tred'ta property transfer a . 11 .. f record far the ru t re €s ti -E re ni i€i of tt;e architecto r engineer o ec «t c a e s s d glazing aha _ t� Al)All 1 It cart torr tis S M i:7 C7f3- tY� .. .. __.. :.,.. 1111, ._ y,. _1111. c ,. .. 1 111... .............. n :. µ f .3 :� ria act: of In,xt�:(tlatic?rt, 4. MrnirTlarrE norrtlnal lazirt . ✓ rrlorrs�litf'tid or tf8 Igsuf�tc�c�., Project, : ta 11 IntallaGdn Ire.tlia t€cnMethods :Ty 3a: lriterohnsrltn theSra �rn 4.. We roc mmand usln Tar t 11 ' rArrrnpa(.t prata�tr�: �YSnd 7ore debris h .wwweld-wen.ccm/n win tallationtec1 } for weathe roctl h� sssmsrequired wh r� wi tl -T5.n nail fin 4 ; wall thickness?ratecttan �a rag�lre<by Intal building � cads : l r VIndou includes a sIlP on C fain W03 ,to rr� 1. Saray tfcT rara«v�rnurn sI� 3 uucr _Cucrddarot meiuda tI�bJ! .Q 0)N lI Pln k rateIY aratr _ _frr 1. rrr, iPi T or e product :ta ,rt. t . the f e rs r r Ei� dnoh �t In i� u red 7'nls schsd ke ate+°t!s>se$ en apt rte � s 373 l.a r3GH.€teYard f 4 . .. �t 2fl10 I hie 0 � arrrtartce whe e a u W ....:............_ achi eve the rated d$;r c�sta� and €rn aat rf r € :........ .. . pA } p A Ae . a7r>4 t IN �. Klamath Falls, O€2 m 4i _1111 tYti tit. sras r i tad n to the 1 � I lir, -� _. r a rde r to t ixe lIm tatlarts rratrfd; It t� rtaf iiit2ildrtd .�. he � _1111 r ' �? _... 1111..._ _ ,. t z s 5 1 N 4 $t3 �t 1' TS y e off .. T tz _ .. _ _ r }, �y�f pI(�s rlut actdregp the s cnrp�dera#rort that mai a � r rKereltl� r`�' n' ltd V. V�4.at,l� M4f.4. W W,IfD V, , f i .�1� . � .. Y • 1111.. .......... ............ ......... /........... .. .. I .,: •A.. : .. A � i , r n>r erre 8 71C ,_, .,... .._ _. _a- Cttd(rf8 see the i trf1C cwlditiurts. Fur d e cairn to i sI... on ra n troll wall n � � k � P , l� Hun _. : tau Ides lu l ra Aluminum 410!7 Sin sd with itko Window or a ta:svwtu. -wen.car�irosctutcealkrlstailaUon. ... � , �" T nas4u-rv�n nx. � ) � g p� 8 . ", ,' V � Nall Fin Installation 52,1,25'° x 72,p01f n� 4 ' ^Y,!'' 1_111 .. _ 1111 " � >ax r rte, VIi � e trot a be, aced d n and �� ntents are nr€den al � t k . v a cn ca P aEid _ ay. 1111 `Cies ra _ I� 1111 1111 •.:, .: in . 111_1' / . Y. .. ..._1.. 1111. t as authorized t�a tad r rrisale ar n ri ar used rrr drsdvsed ka fr I � a tars >±xce A � / � '� . itHt. SttkET P Aa vF Icy nn. i�.�rr roma# E ArfsJ €.I�1i'iGrl. 1111 fAt) i>v3U, iaa. a •. 1 .hTr1P �it ti, . V�tt#�iwWlndow_t3lylsaan tiltCklW„HC1t.21�A. 0� � of:5 � dMl.t7.1NE"NStrla, ,"` j,a, aix�o�a_ p�.:7 1 111 (( . '� j g�.y�,, . T j j ':NOTICE O Af ROD -U C.L 'C'J4:•! 1. :.0.' C'.'A :I: CERTIFICATION NO, tN1611624. 0,01: tt 6.8/�-Oij CERTIFICATION -PRO.GR-AAL- Std ucttil.l[ CODE, :x22-�11 , V 5 u ��" Lu 1- c tTtitxr .rttt rI c aril [v3hstrie' tat rile F' r. I lersae t t �u l' �s._ •fJ d c u F'i 1 i t. Uticntlt rl 5 is 11d ! i i �I1 tl � t lire � tr t, Ir . t c er t grucluet li f .1.t1.tiVr aTi<l I.edilI.e..-I_ li 'te<l.'i ils cert t c at.i.pa r.epreser.. precluct crxttgt71irty ttT dluapl�licnblesgeetticatic I, and I al �a i i . A it T+.II a r rr�r tl:c�xtif icatio .Il tail it zrlu=:t:b a lief .::iYlc tr"s cllrct:l c-., Q1 iirr; t[Eat L+.I i la.tlt ori tl>ttt �Ekrts.�.� e led1. p - .. 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I N Q 1�t79-1.i 0e('3*0* W ashfiitgt€�ii l�Ie;100'�tl Hi01J%"<T�y tl.t€c+;� `x:3[472 �'dl (804) 684-A6612-4 Fat' '84) 684 5:12.2• Ask daytect design, inc. 1225 stetson street orlondo1 fl 0 ride 3_804 phone: 407-276-6302 daytect@yahoo.com I AA2600t747�,© COPYRIGHT ,tre,j , /'� a i , ; 4 =N r p0 ­i.4 r id'. !� �' 1 �, ¢. Si: � #t 11 /.. b h S Wind P Window Replacement ment Wall Repair air e 1606 S. Palmetto Ave. Sanford, FL 32771 3 N OA revisions: drawn: RD checked: RD date: 9-22-17 proj no: P17-01 A 1 , 9 UA& 3 \1 N Ll TYP. N AMR 21-1111 2 TYP. SOUTH ELEVATION SCALE: 1/4 "= P -O' M NORTH ELEVATION SCALE: 1/4 "= P -O' E NOTE, ALL WINDOWS 61-10% ARE EXISTING - NEW WINDOWS WE AND LOCATION TO BE FIELD VERIFIED. ALL 6TFJJCTUPAL DAMAGE TO DE REPAIRED PER DETAIL I/AIDI EAST ELEVATION SCALE: 1/4 "=]'-O" WEST ELEVATION SCALE: 1/4 "=11-0" .016 - 27 0 6 INC ZQV daytect design, inc. 1225 stetson street orlando, fiorida 32804 phone: 407-276-6302 daytect@yahoo.com AA26001747 (DCOPYRIGHT Co MM Window Replacement Wall Repair 1606 S. Palmetto Ave. Sanford, FL 32771 Exterior Elevations revisions: drawn: RD checked: RD date: 9-22-17 proj no: P17-01 A5901