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VIA MARE CONDOMINIUMS e 2 0 12 4' 7.- 0 z t1i CD a 0 Z w 3: u ui _j U- _jp z > 0 7A > z LL) 0 LU of LLJ Z z 0 z ui Ilk ce LU co LL 0 ... .� •s �.':. ,�. '� 41 a u LA Li in 16 CA 1! 0 re rloAP Ole C40A�IC, 0 46 a1w 41 4.tAo4 ca n LU > 0 5; > z W 0 . � '� a o� LU t. Lli Z Z 0 z LL.j "Q LU co %6 o 0 04 W W )SOO r. S, i� 0 46 a1w 41 4.tAo4 ca n LU > 0 5; > z W 0 . � '� a o� LU t. Lli Z Z 0 z LL.j "Q LU co %6 o 0 04 W W )SOO r. u 0 � /G�lT S /QE R m- y ��.ilrt• � i -..• , , . _ • `�1.. .,r.� . ^ ` , r ALA. - ..r<r 1 + . � . - Cie W m o � W 4J Z N 1500 mc.,\f, 23 14r 4 Ad � 0011, 7- .. 0 5w"4- - 11 0 IV,ps v /c-r- 5i0 7zS -0004M - %%W I X- 1 1 -.1gre, Akicolo - ./Aj c� At 100 J. J� ILI pw 144-te9& < eP AJ 77 17 lAt:;4 i A-) r04!;� 7,4 lii2l -41 67 occo H El Fil F9 F4 F3 AJ7- 4 JULIA �,, T- 4 4 v IL/41 : , w _ Nt; P CS44 CPS- 0 ti ew` 1 � AA A4 AlW CeA.177- �500 1:9 w 0 Q 0 w w LL. LU z > 0 > z 0 Rt, LU ti Ix b ui z z 0 z tA ui U4 0 C) ui uj 3: U) , r 4 s i ❑ Proposed Constro0ion DESCRIPTION OF MATERIALS No. ._.-......... ........................ I1'o ba tnsonod by YHA or vAl Cl Under Construction Properly address ........ City ................. Slate ................ . Mortgagor, or Sponsor -• .......... .. .. .................... ................... .................... ._. (Howl (Aderw) Contractor or Builder (Frame) 1 Address) INSTRUCTIONS 1. Foe odditiooal rmformation on how Ah tones is to be wbmiffsd, number miaimurn requrrementr connot be considered enless specifically dssaribad . of copies, afa„ sea Ike inshyatians oppikable to the FHA Applicalian for {- Inahide no altrtrnatak "or equo!" phrase(, or aanhadietory itarric (Con, Mortgage insupanaa or VA Request for Determination of Reasonable Volug. sideration of a request rot oeeaptance of substitute materials or equipment as fka case may be. Is not thereby ptaetudod.) 21 Qesaribo all materials and sgvipersent to be used - bather or not sheen an the drawings. �y motkinF on X in vela appro riate ehaek•boe and entering . lacludo signatures required of the and of this form- )Ise informaiian aa(led for an 'Bach spoee. 1/ spots is inadequats, onto( "$ei e• The aonsttuefiae 1611 be eompleted In Compliance with the relafed nsiaa-" and dastribs utrdor ;tarn 27 or on 00 attached Sheol. drowings and specAcatioes, as ornondsd during procass;w , The ep4e14cafie41s 3. Work trod) spsainaally 441eribad w shown will not be aonsiderad unless include this Deseriptioe of Mofelials orsd the applicable Minimum Cwutru"'e" ragslrad, when *6 Minimum aaaeptobla will bo assumed. Volt aycaad;ng Ragoiremants. ,.fir =��^at~ �_,..w �arir.�a��x�rar:s- •�.`�a.�rr, -x- i :�..ae,r.. -.,� mow.,- ... :•,x- Ursa+.... �..... x...,-. 7• �s�-•< �•, r`•-•.:.;•--- �n ,.,- ^-- s�.....,a,- m- •r• -.:.z. 1. tXCAVATNONI Bearingself* type ....... . . . . .. .......... .......... ............... ,..,_._...._.._ .. ..... ..... .._._. ..................... .. ............. __,.......,••- ........ �.._..__.......... ........_._.__ _. ... ........ .. . -- _ - .............._ ... ......................... x. FOUlIDA'i11UN�1 ieogtin Concrete 250(lrl ._....... Reinforcing. - - -.� (14'r; !:ant :.•.. -... ._.._. (is :� ------- •.._....._... Foundation wall: Material .... ia7A .... Rack Reinforcing .._. _. • •• Interior flouridatlon wall: Material ._...._.. - - -- Party foundation wall _.. ........... Colurnw; Material and gills . ..... ...... _......... .... . Piers: Material and reinforcing Girders :. Material and sizas ............................... . Rills: Material .. ., -- Basement entrance areaway ..,-. ...-.. ........ ................. . Window areaways ............._..-- ,......... Watarpfctanlig .. ....... .. ... . ._._. ............... - Footing drains . Termite t+retrclton ... ..... So I1 Di 9otlix?S . ..................... SwinMntfess space: Ground cover Insulation Foundation vents ............................ . r<puala! foundation* .... ....... ......... .••--- •......... ............... „__._......... !r. CH1 ,IYSr t1hen aplr 1 is ab 1 e X►torr �lxick . Prefabricated (make and sisal trRtr ......._..... F1 us linin Materlsl l -IAY tipster flue also Fireplace flue alas .._.. ...... , ,... ( Is f and sirs) ) • Gas or oil heater arAr.� Water heater . - .....rE''�ui rcd by et ulyment purchased iuid IVLA1. uu.4i0i?.. .._. N: File cll When -t'p1 t cab lra Typet lld fuel; gss•bus-ning; r­ circulator (make q,­1 e►xs) Ash dump and clean -out . _......._.._...._.. fireplac TagI'iC.k ; Ilnln(f Fire Bt 1C. .. ; . matel ` l..l@ ..hgtl.r I. 101410% WALLSt Wood frame: Grade and species . r' Cotun) hraeing iturhling paper or frtt ..•.... Sheathing thickness . ; width solid: (,3 space4i 1. o. a.; �' Siding ; irrade type size : r•xlussur• , fastoning _. Shingles.....,.. _ grade - : type oil" ; pspr,oars . fastsning - -..,._ ­ Stucco .... ... thickness . L,ath . .. ; weight lb, bisul(onry %enter , Sills Lrintrla Al aannry : Facing , S t tie; co hsekup . ('mot) c 1 c: t rC fS 1 k.. thi, kn.eo H 11.r *ad +nK , kitsrtrti.t!$ t)oalr si1is .....p]t e c A11.�...... Window sill, .. KW7i ;400 lnteirior surfaces: Dampproofing, ►.vats of ........... furring ............. ........- .,....._.. .. Bxteitor' painting: Material ..:_...., .,.... n ambers one s - •n f t . Gable wall construcuon: CJ :Same as train walls; , ] other S, PtOORA P*AM(MGt Jaistoi Wood, grade and apeaisb .,. other bridging ; anchors Concrete slab(p $Msement floor; G1 first fio.rr; qi ground supported; L7 sort(, supporting, mix _._....; thickneas A .. reinforcing, - -•6•• x f'.r - 1rJi`�') w' -44,011ulution , membrane E7.4ig�t titsyAta .CtG ....... i'lottn r:lind 4 at,;,roved vapor t,arrytsr Fill under stab; Material ..- thrrkneas ... ....._..........- i. SUIF1.0011IN4: (Deser.bo sadarifaonnf lot sp'Baiol heron 9440" tlsm 21.) Material; Grade and species ........ ................ ; size ......... —; type . ................... . El e . ...._. ...................... .... ._. Laid: �I driest floor; C] accord floor; � -j attic . -..... .. -- sq. ft. diagonal; right angles s - -• • • . .... . . . ..... _......_.._._....... ... - ........,,_t l ............. �.. ,. ....._.....-- »,.._......__... - -- L FINISH 11**ORIN6i (Woad 041r, V*Jcribo olke, lisish Ioor;wg ends, item 21,) r.�x'zaw�«,y*-- -tx- -w ,.�•� ::-cx _,�ri,: �:as�+ : :n :._ .. ,..x�•.amrti.:�.i.u�:.ur= =-=�e; .r_ w ..,rc -e= rT: = ��_: _•n,�,a- r- .az -_x_ �r•• .�....asxaar�a+- ..'�Y :z,�srss• ^ I.oc4ttwts IivaMr daAae arec-at TnuKxes wwwrN ! 8sga. RAMS First �fl�g r..... .• ...................... I• ...._ - -- ........ ........ -- -�:Second t(1Qor_.. ..-- •- ----------- ....._- �......... ....._.... ......., l ,....... .. ...... �• ...� . . . . ... .. ....._._�._......_....._....... . 'Attic floKxr. . ft• I. - ................... - - slawrtf31109 6LE19PRINT SERVICE x 06SCRIPTION OF MATERIALS DESCRIPTION OF MATERIALS 1. PARTITION FRAMIMat Studs: Wood, grade and Rpecid ..... 7__ , +_Y_�..�±1� -- Slxa and spacing .... 2_x. A @-_LO'..Rtg- Ot her ._.._--- .ti ................... •-- -•......_._...--- ....._. ,-_ - - - -- ._ ... ,,- -.. .. ... ........... ^............ «_....._......... .. )e. C11LINd FRAMINtit Trussed roof construction -- See Attached Details) Joists; wood, grade and species .•..- ----------------------------- Other ................. ... ,•- ilridging _ ...._..._.____.,__....- .- .._.s. �. _.,-._ ._.......... •- •---- •-- .. ................ - ......r. _ ..,........... ,.-........ . ............... .._.._.......... ........................ ......... �.......... 11. 116OF FRAMINOt Trussed roof construction - See Attached Details Rafters: Wood, grade and species ................................. Roof trusses (see detail). Grade and spsaies __-..M ...... .........__.,_._. 12. ROOFING; Sheathing: Grade and special _,.BXt•..P, } � ... - -•- ------- ; size . J4­; type - ; 0 solid; © spaced ......... 0. c. Roofing ...AqP.ht Shingles ;grade ; wa3ght or thickness . 255_.; site 3 fosterling Tab tx_ -Ni1 Stain or Paint ........ ......... Underlay W fe4_._,............. Built,up roofing _............. .--•----. ._..._...._._. ................. ; number of plies ............ I surfacing material _..._.._..,.- ___..�...._ Flashing: Material ... ('t$ Jf.t._M�X�I.............. ..... ._._.. _ tiagage or weight .­4 _....._.._.1 0 gravel stops; © snots guards --- .NQT.)rr. ?.,..All..so ts to have 3�8..._ext..ply�iroo - ......... ......... ........._.. 13. 60'ffl t3 AND DOWNSPOUTS: Gutters: Material ......fo.,3,.Y,Y- Wal ... ; gage or weight size .... . ........ she -- .......... Downspouts: Material gage or weight. size ................; shape .. ... ....... ...... ....... .1 number ....... ­ Downspouts connected to: 0 Storm sower; © sanitary sewer; 9 dry -yell. LIR Splash blocks7 Material and wide .......... ••- _ .. - -- - -• -- -- •....... ...... . ............... ....•-- ................... L.. _ 14_ LAIN AND FLASY11t bath Q wails, p ceillugs; Material ..- weight or thickness ............. Plaster: Coats _....:.; fintah ------- . ------------ �._._. Dry -wall W malls, LID ceilings: Material •Sheaf.- rock__._; thickness -11xor; Anleh ...JsAIAt ....... .._.-; joint treatment .Zap&, -. .... t;ewwlatC..�31_d_ AA±If�_.11>a}42o1?• ........ ..... ..... ........... .......... ....... ... ..._..... .-- -------- _......... --....... iii. DICORATIIItii; (poi41, wollpaper, de.) raa�iz�aarao•-r :er K - ^,x_-•.:•- ; mn..n.•: -�- nos- r�sxs -^- �- u�>>••e. �rw r -r r a•�-• �r ..r -sx•�c x•axr :.. ., . Roma •... - ._._.._...__.WALL FU14111 M *T9WA9• AND ArrLAVATION C1ttLINO YMON NATeat*4 AND Ali't:CAt'.OM Kitchen_..._._.._.._.._. � Eneune] faint. _..•-- .........., __.. �- ....... - - -- FYnse7al Pe��a�.. - ...._... ............... >r�ath ...................... ....... Covering _Wa7 -Covering ........... �..- .. ....... ............... . .......... LaC_ x._ ._.__... .... ....... - •• -.... j ............ .> 9.t. ..•- - - -- ............. ............ _.- ,_..._ . -._. - -- ._.. - -- •- - -•- ......... .....---._. - .- _-..,_^ ............. ._.,._.._ 11. INY1KR10R DOORS AMC TRIM Doors: Type ..._. .IUNh Ho11QW Core material La fin..•.. •-- ._..., thickness, ess Door trim: Type 5toctc material _Pine Base: -type 6toCk ; material Pine ......_ . also ,'ll Finish: Doors -___Saari A- S.amIrG1005..Paint........... ; trim Sand b.-Sem1- Glaaei..Pa1 nit . --•.-_- --- ,......... ...._ _ other trim (itarn, type and tacatfoti) _....,.5±�?- aal above 17. WINDOWS: Wlndnws: Type S !1A1e .. ��I�r.. ; make material I., .......... sash 61c.kn®ss Alum. .. Glass: ';rude ,..sSB ... - .; L] sash weights; 7 halances, type .Spring ........; head flashing ..... ......,_ - - -__. _- Trtrn Type ... Shi 0"t Rock. _.. I material ... Paint 64MeL. aA.. ttfA��B ..............: number costs __Z -,--** Weatherartipiping Typr� ... ?4J4:tQXY Uflt :fl11e4.. materiai -Vinyl -fit Moot Storm bash, number ------ number ..%�.�....; screen cloth material ._.._._.. Scr.!rns. .., F'u11: � half, typo .J�1.lm1.a ._ _ ; material - .- .,.- _......,..._....,.._ Basement w:n.tawa, 'T'ype l (� screens, number -_._.--,_t CJ Storm sash, number ..._.�_. Special wtrido -a See .1~7< at ..filQYa ign.... -- ------- -•--- -.-.......__ .._,._................... ... ...........--- -------- 11, INTRANCIS AND IXT1R101 DITAIL: Main entrance door: Material .1'1114. nX .lidwde ;width V'"Q�" ..; thickne"31.4 ". Firms: Material Yt -,P#q; thicknoXA -1 0" of er ,ntranco doors; Material Pii1e ; width 2 1--8" ; thickneas]J/4 ". Frame; Material lip. 4AI,10;,thickncsslA $.tt !tract Ra'Bhing .- CialV... -Hata1 .... ........ Weatherstripping: Type _.Gl7iAc1X9181D�aD11.......- .; saddles ..A W1 ... I ...... I...... _ +Scree!► dtx?rs; Thickness .. "; number screen cloth material . Storm doors. Thickness "; number ...... Combination storm antl screen dew)rs. Thickness ": nuinber screen cloth rnoterial .-- .......,.. ......... ......... ......__. Shutte•rsr CJ Hi.ngi+d; 0 Axed. !tailings ... _.. Louvers ............. ..... .__................ ....... ._. .._ r1Xtorivr wJilwork, Grade and species ....5..$rJ9de AY.. b1f1:1+1!>; Faint $ Xt%KiQr...._.......,......... ; number coats .. . 11. CAIINI'TS AND INT94101 DITAILi Kitchtn cabit)ots. wall units: Material Y994 lineal feet of shelves . ., -. _ -_; shelf width. to (e ►lilli{ d. �,�! @.0 .4...... sd ng �, 19I t1tAt8 P .B CiC Rasa units: Nateria! _. -. XQ.QA ......... .... counter p -- Back and and splash . IatJti1]:l><.t!B.ti..P1VAItLQ. Finish of cabinets ..rS�t1dlg .i .�!.qt!�r.....___ -•.; number coats Z,.,. dltdirrne ts)bloets, Make .. ..., . .__ -, —; model . ... ...............................-_„_..__,»._.- Other cabinets and built•in furniture _ _Vanittlr,y. Dacb.. Utll< ..... . ....................._.- ......- -• -- -• ...........,_................_. 20• STAIRS: T"Atra assent tfr+sxao ItwtrotAn _ lsatuartppt laAtaeas) _ Ttitakiseee Material f Ttalektser. Matvlrl ~_ - Ilea Material IlM llntleMel -� f /IM Basement, . ........ ......... i -- • -•.... ...._.._.... '.. ---------- .. ................ ti.__• ..._.,. - •_._,. ...... ........ -_ ... .......... . ...... .. .... ..._._...__.._.... _.....__. i_ , .._. -.. .... ..... .... ................ ._......_..Nr._.,.. ,.�.._ Attic.....-- _,....i.. ..._....._.. i...._...._,...,_.....,- - ._.......... �_�..._- ff •• Disappearing: shake and model number .---- dtL�C_.aCC(18A. �}1..�A�,L$.�.11dtlLlt ..._.......-. «.._. . - ,.......,.,..,.....w_ _._........ .............. ...... ........... ................... . .• •..,............ ...... . ._............... _....r..,.. -�, SOUTHSIUF SLUFFRINT SERVICE X a :g UJ D o a � o W J J Z 4 > Z W Cr O t- w W s �500 ma\NN - to Y u Q W Z Z O U Z W J J a fY W ,a m Co p w Z a w J a v W J J Z 4 > Z W Cr O t- w W s �500 ma\NN - to Y u Q W Z Z O U Z W J J a fY W ,a r 0 I u 4 P 21. utCtAL PLO**$ AND WAINSCOT: ieraaTtaTt �MAresuL. Cow% gonna; Rix". GAM lire.___.__- w i�1te11An ... ... ........------ _ I AII! ............. ... .... .... .----------- -- ------ . ....... 4' ... ►413..- - - -- Bath. ...... ...... - ------- ........ ......... ..... . _. . ..... .. ........ ._... -- j......+alo ........... w•• ~ LOW" . - MATrMA►. COLOe, dwee. Car. #toss. GAS. Err- Huon7 ' Hetoe+T Ar sus Hnear AT aarwea --------- ....... xO..nly ..... ... ........... -- . - - - -•.. ................ .... q• ® _ __ .... ..... .. . -- �] attached---- •..,- •......___... ._.... - - ••- •. _. . 13athroonl &cco wri Recessed• material .. XQM41- - -.._.. _ ater -.. _ number ; material .�1Ct ... , .;number. ... .. ........ ............................... . .. .......................... ....._...__.......... ......... ..... ..... . -.- �LUrit�lavol 1Rlturtn I lfurcrea 1 Louvion MAKA { lire's nttvaa 10lM7ir$eAT1oM -40. (test w � Cr oce Y sulk....._..,- -------- � �"°��e�►an� hC ...�rYl.�li.�1.GA.!,�_. ~..�x�.� .._�L.._ .tl -d !--- �' -.. - ..... Lt►vatot -y_.. _..... »_... + i 1. .._. ........... .... ............ .•.._. ............. ......... Water ela"A ...... .... »! -. . A r. ...... .... • • -- ........... _. ... - •••... - Bathtub ............... ----------- . . ....... .. ..... .... .........._ -. .. .................... .... . •. ... .. - ...... .........._... ......_........._ ......- __......... Sta)lshowelr *r I ................... ......... ytrays_............ . • • -• -... - - - - ... ....... ... . .. . . .- .. .... -..- -------------- ........ {.._...,........ ----------- .._.._.. .. - ..._ .. --------- .,....__..._..--- .1 ........ .. .. ... ....... ..... !. .............. ..._.,........... .......... _ ...... _._...- -.... ._._.� ...................... . {... .... .. . ......._...._- {_....._._......_ *Cj Ct A&Int 'rod "© Door - C] Curtain rod F Water sgplply: p Public; ❑ community system; Cj individusl (private) system, Sewage diBposal; ❑ Public; C7 community system; C) individual (private) system. tt *Shove *wdd describe inditridtaal system in romplrte detail in separate drawings aril speci/lcotioxs aer•ordiTtg to requirsinetTta, House draim (inside) : © Cast iron; 0 tile; Q other _. ..... _._... Hoare sewer (outside) : Q Cut iron; C.1 tile; Cl other .. ...... .......... Water pipitngt 0 Galvanixed stool; 0 copper tubing; 0 other ...... ......... sill cads. number .- •.....•.- bomastle wrater heater: 'Type .......- .•-- .._....__.._., .,_.._......._; make and mosses _...,........ .. . ..... . .......... rWoVery .- _ gph. 100• rise. Storage tanks Material . _..._.. .... eapArity ... . .. .. gallons. Gras services: Q Utility company; (, liq. pet. gas; Clj other .._...... Gas piping: ;:1 Cooking: [,I house prating. 1pooting drtain@ conneeted Lo: C] Storm sewers [j sanitary sower; ::"? dry well. Sump pump .. ..,. ........................... ...._. _.... ...... -.... w ......... .... ....... ,.._._..._.... ...........,...._.........-- 23. HXATINBi ❑ Hot wttttelr. ❑ St"na. C] Vapor. O One-pipe systacm 13 'I'wo•plpe systen►. © 13sedlatvrs, p Convertors. C Baseboard radiation. Usk* and model .. ...... ..... ....... ............ ,._.._..... ...,.._................_......_ Radla►nt paatal: ❑ Floor; ❑ wall; ❑ ceiling. Panel eoil: Material ._.... ..... .... .. .... _,........... ...,.. ................ ........ _ Ciimlator. Q Rsturn pump. Make and model­­ .... ............ . . .. . .. ....... capacity _._.... ....... gpm. iiallair: Usk* and made( - Output _._. .......... .. Btuh.; net rating ................... Btuh. .. s i -?.. Wesn Atr11 d Gravit y Cc Forced Type of sytem � - •••- .._.�..... -• •_. ................... ........... .. .. _ .. Dat?t iptater Aj-' Supply . .. I ...... return .................... Insulation ...._..._...... . thickness ......... © Outside air intake. rurtttacet Make and model _. -_. .- ..- .....- ._......._........_ Input ---- . .......... . ..... Btuh.; Output - .................... $ttah. [� ]McGee !treater; p -float furnace; © wall heater'. Input ....^..._. Btuh -. output . ........ .__._...... stub.; number units _.... 1Mak44model ..._....... ..... ..I...I._.. •. .........................................._.._.............. ._..,................_--- ...... Controlst Usk* and tylar ................... ,._ .. ... ..... .. .......... ,.......� ......,.�. ._._...._....._.._....._... -.. - ....__. ..._..__...._. T+tael : -❑ C",let►I• t� oil (� qr� f�� rig- peg. gas; p elootrla; q ott►er' ....... .__.. V..... , storage capacity _....-- •---- . - - -•. ......- ,.. », .......... ...... .... .......... ........... -_.... ......... ....... Firint sgtalproont furnished wopa otisly: ❑ Gas burner, e'onvtrralon type. Stoker: 0 Hopper feed; Q bias feed. 1711 tiiurnut 0 Pressure stomising; C1 vaporising .............. ....» ..-. .................. -._. ..._........_._. ....._ .........,,..........._...._... Irtalkte Arid tt>wtdd ......_..._.._......,.......... ............ Control ._. - .- ..._......_.. .... .... .................. .... . . . . .� .... ;Z16dN)e. ,hwatln s iyotemt Typo _ _._.. .... .................. ..�,- .-.,__ -- Input __.....__.. watts; a ...... Tolle; output Rtuh. �.. ..-.,......:.., __ Attie tan. ......... ake And w6de1 - . -.._. ........ ..........._...._...... ..; capacity ............. efnt. VenkilaWt #f equipment: A ,rot .... ..,. " Kitehen exhsgst fan, make and modal ...... ........................ .......... ................ ........._._........... ...... Other h4iting, ventilating, or cooling equipment ......_..._._... ..._... ......... ............... ........._..-. ....... ......._. ..... ........ _........... ....... ._.. ?r4. 1LeCit11C w11RI040i 150 AMP Services C3 Overhead; C) underground. Panel: ❑ Fuse box; C3 cirrull-breaker - ._ ...__ ....................... Number Circuits .-- - - - - -- Wirings C3 Coondillt; ❑ armored cable; Cl nonmeWlie cable; C3 knob and tuba; ❑ other ... ...... -...... .... ........... .... ....... .... ..._...------ Spaclsi outtletat 0 Range; 0 water heater; ❑ other _............ ........... -•................. .................. .....................- ..,_ -•- -- - -- C) DootbeWL 0 Chlmes. Push - button locations _.. ........ ...... •.......... -, -- -•-•------••--•------ ..................._.. - - --- .............. !L Li0itliMti f' l4xittf#rit Tate( itvm'dber of Axtures ...._._.._.­._. 'rotas allowance for 6xtu yes, typleal installatieer, S.-.....,...,...__.. Noatlrpk*U ialArtsirllatian _.• ............. ... .......,...............,._._,.. •--•-......._...----•.._....----- ..._..-.................._..._. »._..... -- - ---- -- - -_- ..... - . - 8011THN1102 'BLURPRIN+T BRRVI'CS DESCRIPTION OF MATERIALS IL Q Z O o a U o r at m w U a w J LL- DESCRIPTION OF MATERIALS IC INSULAYIONt LLJ _ 1J�CArtdN Taxxvees .1 �_.. ._� MATer.AL. TIM. AM* M& MOO Of INeTAt.LrlT1rM Roos ....... . Ceiling..__ ..... .. ..�2tt.G1 =� .......... ....,.._ _._._. _.............. _.. .......... _.- -•..., ..............,._ ...... -J wall 3/.�1'.'..j� Styxc_.�Q?4_.ii�fl>rl..1F,IL stri .. ................. ._._................._.._._.. Floor... { .(+ ........ ... ..................................... • -- _...... - ...._._.._.. ..._.... - ._,._...... ........__.... - . lt7. MISCRLLANICIUSt z (►oil ti"q TnatenaLs, eirkipmgxt, nr.,ea+tet- aat{�•• r_. ,ant ehatati clrcwuhore) :.• ................•----- .............._..._......u... Aescribe any dtr„tt o ] a (der shall check Glad ra- -...................... ,� .ime Y lone - -- ....... ..---- ............... W Z + ._... � . ! .� i iela sl .� ►.. ha_�].auol3 ................., t>G qnd p¢cification1!. R#ax-Ca togas.I�4C �}_. ..h�...xi� >E>c?.x►> b �.. 1�x.. a�It�I ............. ................_...._......._. ......... ........ ............. .......... .......... ......... ....._ .ILAuL�.�oun-- •`�.1,�►►"►Pv. ..1.��"C.� �����1�pry� ?S_...�+�....V.AuI'�"....�Q��.. ,•- Y :. - _. - ..................... ......... . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . ....... .. ....... •- • - -.... ........... ......... ._....•-- ....... HARDWASth (Moir. molvwl. dad Amok) ......._..._ . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ........................_.__ SPECIAL 1QUIPM1NTt (Stole nw►erlel At e.ele esd model.) Venetian blinds . .... Number ..... -- Automatic washer ......__..__.. ........ ............................ kitchenrange .... . ......... .. ...... . ....._.._......- .- ............ Clothes drier ....... ......... .......... ............. .....--- ................ __ ... ltefrigerstor _...... ............... ... ..... Ot her .............. -- ......._. -- .......... ---.. .. ................. ........ Y... Dishwasher ..._... ..... ......... ...... ........ ...•--- Garbage disposal unit ... - ...... .. ...... ................. ..... ...�..,. PORC#iSSt Sea - .Fiesta -- .............. ..... .. • -• -- - Sae Plans ............ ..... ........................ �ARAGISa .• »•• thehadt -rack on w ,}p..�4d. - Goidings.. All joints ta..11e- .tapad, badedr aanded ....... 4........ emoa„d >.l.xe� qn._ c.Q)�t .................. .. . . ........... ............ ..................... .._.�. WALII% AND DRIVII WAYS: " Surfacing material _., thickness f)rivawT►y ° W filth .9'. -0 _ . 13ssa material ..Cf?A.G,, ; thickness . G. ... ...._.. .._... � u Front walk: Width .�iaterlsl . - ...Co= , . -.. ; thickness . 4 Sirvice walk Width Material ......... ; thickness Stepa. Material treads .._........ -"; risers _.........__. ". Cheek walls ................. .... . .............. ......... . ._.....--- ----------- ._.... ..... ... cz OTNS!# 01431,19 iMPROV111MINTS1 (Specily dill exterior maitr imprm,ems7its ]tot described elsewhere, inziuding items eurh as icuusuut grading, drainage structures, ' retaiamv Means. /Tnce, railings. and accessory structures.) Ll.l I- - - - - -- - -_ ----- . ......__...._....._..._..... ...................................................... Z .. .............. ............ • .......... ..._.. _ ... ............ I... ....... �.»..... O LANDSCA PING. PLANTING. AND RNISH DitADING. Topsoil thick: Front yard; CI side yards, ' i rear yard to foet behind maul building. (_) I LAwns -, seeded. rwfded, or spriggtd) . 0 Front yard ... I ; 1,L] side yards ........ ❑ rUr yard ........... ..... . ..... w.__ i'iatating As speetAed and shown on drawings; ' as follows: Z Shade tress, deciduous, ...... " caliper. Evergreen trees. ._..._.._....._' to ............. »'. B A Ix L.ow flowering trees, detiduous, to .. Evergreen shrubs, ................ to _................ B dt B. Hlgh•growsag shrubs, deciduous, W ....... Vines, 2 -year ...... ............. -. ................... ............ __ LU Medium- growing shrubs, deciduous, .- .. -..._' to tow-growing shrubs, deciduous, to ...... __...-.- -- J It+t N rir•TC MUM.- - -Thus exhibit shall be identillcd by the signature of the builder, or sponsor, and/or the proposed mortgagor It the latter J f tr kru;* e, At the tuna of application. Date..... ............................. .. Signature ........._... ........ ...................... _ ... ................ .... Q Signature._... ........................-.............. ...,...- •- ....,..........._.y_. H 901170ilbi ALVF'PR14T 99RVICf; S Uj CID LL no W W r N fl 4 l EASE II ❑ Proposed Consfructiort DESCRIPTION OF MATERIALS No. (To be lasertad b rNA wVA) ❑ Under Construction Property address . ............. ............. - State ......... Mortgagor or Sponsor ................... •..........• .. ............ ... . ..................... .......... --------- .......... ,......... ..... f Nance) ( Addrew ) Carrfractor or Builder .. ._ .... ( Name) (Address) INSTRUCTIONS I. FW additiro,al information on how this torrsn is to Its, subaiffsd. sambas mioirnunn requirements connot be considered unlsts tip404144111 described. of copies,, etc„ sea AS instructions, appllcoble to the FHA Application tar 4. Include no alternotsc "at equal” phrases. or contradictory items, (Con - s the imay yes or VA Rrgvstf Ire Delsrmirwtloas o4 Reasonable Value, sweratian of a r*quest for atcsptanee of subslitwts mafarials of squipneat as the tact may be. ii not thereby praalwdsd.) I. Describe all raaferials and equilumstf to be used. whether o net s,hawn en the drawin s, by marking an X in each a ro riots cheekAos and Ontario L Inclada signatures regwirad of the and of this fora. )ire Wenmation celled far In each spots. li space is inadegyptc, tnfer "34141 C The aandsvefion %W1 ba somplelsd In eamplionce with the related m/se- and dtteriba under ilea 27 w an an aftachL sheet. drewingt and specifications, as amended during processing. The ipeeissafiaas J. Work net specifically dtseribsd or shown will flat be tansidefed role" in`lude this Description rf Materials aad the appli"Wit minitnum Consfrwetioa required, wan fire minimum Geeeptable will be assuned, Vogt esasadiog RequirsneAK - cam^- •^- ^ --'� -- �_. Mz -�r :�•sr_-- zair�- -�..r: - Ma---.• ar--- :�,,•-- .:'rc.c•- •..,- -r.•x- _.•�-+ 1. 1XCAVATIONt Bearing soil, type.. _ ........... .................. _ ..... .. ....... .......... ............. -- - x. F1Di11/1yAilON3) 2500 2 - .14's conr. . Footings: Concrete mix.___•- . --_ -. - ..... .. .......... reinforcing _........--- ...... _. ._ ._.... _._....._......_......._.__..._ Foundation wall: Material ....-Concrete block Reinforcing ---- -_ ........... ....... _.. ............... Interior foundation wail: Material ........ ............................... Irarty foundation wall ..... . Columns. Material and size ............_ .... ..............................- Piers: Material and reinforcing 01rderst Material and sizes _ .................. ..................__..._...... Sills: Material ...._•__- ..__.._ - ..._._..__. Basement entrance areaway ....... ........... ....... - ........... ......... Window areaways WaterprooAllg - _--..... _. .. _ . ..___._.._. .................... Footing drains .... _ ........... ._._..._..... .............. .....- T ormitr protection . ,...._.-- .....Soo I t;on. Y'.9 ic x.....,_.._. .......... ........... ............. Blasementless space; Ground cover ....__.___ ................... insulation Foundation vents ..._........_......_._,__..... Opeolslfouvdations .............. ___ ............. ,................ _.. . - ............................... - ........... ......... ......... ._..._.- - .. ..�.... ___._....._..,,.. �......... _......._ ...... ....... ..... . .... �." C N­ -1 When aplllicuble Mater qZolid . $riGk_......._.__- • ............ ......... Prefabricated (make and sizes) ............ _._.._..._ _.....,_....._. - -- .ears---- •--- ..._... aterial .- 411 1�r ..... ... ...... Neater flue size .. Fireplace floe also . ._..._ ..... ............ (mat I and sire) : Gas or oil heater ','.a." .... .........-. _. Water heater .._... -- • -•. .__......__...._.. by equipment p�!rrtxat�ci Inc: 1uca1 rud4?rp .- •.__... _-_. - - -__. A d.1 'h'hen applicable; fuel;Vick as - burning; [, circulator (make and Sias) Ash dump and clean out ......___.,•___.... I ing .._ -. )lain Pica $Y C .._ hearth A1. k... mantel I. KliTlklO>r WALLS(•... - - -. ....._.-- ••-- ._......._........_._..,.. _.. _. . Wood frame: Grade and species. C7 Corner bracing. Building paper or felt .................... Sheathing -._.. : thickness ......._.. ; width . [; solid; U spaced . . _. . " o. c.; (; diagonal; ....._._ ...... siding ; grade _ . .. , type . size .... ; exposure ; fastening ... __............. shingles ........ . ; grade ....... ; type size ; exposure, "; fastening ............. Stuaco _._. .. thickness lath ; weight ... ............. lb. btuccr� Cc)tt t• Masonry venter . Sills ...... ......... _ .. lintels .. ..... ......... Mfasonryr Facing ...._.. ....... ; back-up nc etc 81k.thickness .... Bonding Hustling ................. —... Door silts ...... Window sills ...VKA:'C- Win.... - a- ...... lintels Interior surfaces: DampprooAng, - coats of ._ ,furring exterior painting: Material _•,__ ........ ..._ ............... : numberof coats. - -_ - -- Gabla wall construction: (3 Sams as main walls; U othor . _. . ... ................... ..........- ................. S. FLOOR FRAM11401 . . d'oistrs Wood, grade and species ., other bridging - . . ...........: anchors ......_....... Coneri►td alabt p asernent floor;.,• first floor; m ground supported; M self- supporting; mix . ............: thickness reinforc)ng -.., ?f.. �?. ±� ( !)_ r W •.� insulation membrane 0006 . Si f�u8� _.a ....._... . C.lcan ,sand _. thickness 1, approved vapor 92rrT;r Fill under slab: Material ............ .......... ..... ....... ..._... 7. SUIFLOOIING :r(Ocserihs MndaRaariAg for spcci+ef tows sAder Item 21.) Mata"riall Grade and specie ..._.• .... ....... _ _.._.._._.. ........... .......... ..; size ...- ._.•. -,.. -_ . type - • - Laid- Ci First floor; ❑ second floor; tj attic ........ sq. ft.; 0 diagonal; 0 right an`les• - ....... N+�" ........... . .......... . FINISH PLOORINOt (Weed wt)y. Describe other )faith #~;of ender item It.) -- ,�__.� -�. - raz�r�."_ aw��-_..::- �•rc7: :.x.- �- r� :.,cr_w_rs =� :- �ss..�•a. :�r.�. -� "� — ...�* m*.. _ GaATSeN Raopa GOADS 83,90114 iTNrct<rresst wand First r- I-..._ ........... ....... _....,....., ._..__. w.._ .. �..,... - !!vs, 11 .- ._....._...._._ I� ..._._ ; ...__.._ •._ ... . .. . .......... ..,..,...._._..._ -..» w - ...._. Second Aogr.... - -- _....._..... __... ...... �. * ,...... Attic floor,.. » »•» tt. �.. i - -�--- SOUTHS1DS 6LU9PRINT 8911VICE i DESCRIPTION OF MI4T>CMALS DESCRIPTION OF MATERIALS 1. PAXTITIO14 FRAMING- Studs; Wood, grade and species __.._ 2.•a �Y :_.fine ...... Size and spacing ....2. x- 0 16 "- o. c. other ............................. •--•--....__...-------•-------•--,.__. ....... ,.. ......... ......... - - ...... !s. CRILiNG FRAMINor Trussed roof construction -- See Attached Details Joists: Wood, grade and species _.._.. ------ -------------- -- -...._ Other Bridging .......... .......................... ...... .............. ............. _...... 11. RooF FRAlitlNat Trussed roof construction - See Attached Details Rafters: Wood, grade and species .. Roof trusses (see detail) : Grade and speefes ...... _ ........ ,__. --- .._..__ ..__....•-- ,_• .............. ..... 12. ROOFING: rl Sheathing: Grade and species Egt p �WOOd ...__ .- _..__,_.._._._; site •_2_ - -: type •-- ......; solid; Q spaced ......... 0. C, Roofing M halt $hi lam - ; grade _; weight or thlckness .Z g..; mile ...._ -...; fastening Tg�r. A Nail. Stain or paint _......__... Underlay l i >celt . .............. ...... . ... _....... ........ .._..._,-._.. Built,up roofing ; number of plies ............: surfacing material _. ... - _ ............. ._ _. Flaming: Material .................... ... . ....... .._. gage or weight ._A6.-,., ._..,.; 0 gravel stops; © snow guards .__......_..--_-•-- ....._.__ to have 3(8' exC ..._FI.YwO0.a ............. .... ., 13. QUTTIRS AMP DOWNSPOUTSt gage or weight _._�.... size ; she Gutters: Msterial.._____.ri'��1..__MfrxAl • Downspouts: Material DaV.._MG.0 .1. gage or weight ..14..._-; site - -------- ------- shape .... .............. _--_.-_"; number :_.-- ..... Downspouts connected to: C] Storm sewer; © sanitary sewer; 0 dry -well. 14 Splash blocks: Material and also .... d•.H..16X ...... ... . . 14. LATH AND FLASTIR) Lath 0 walls, p ceilings: Material ................. ; weight or thickness .. Plaster: Carts ........ ; finish Dry-wall Ek walls, ® ceilings; Material .Shest..rock____; thickness .11b,r .e ; finish _._.FAJ ......_... ; joint treatment TAPjLzi - -.w_- ............... f,tlment:. -•- --••••-•-,.__..-.._....- Is. DICOILATING; (Po;sf, wallpaper, sic.) s..sr�- :,:r.�xs =:..�r�= —�_•�- .cam- �s- x�r- �•�TS�, �.�, . :•- ^'.s� : :- .__. ,.. c -.�-- .- �saerzrs•ax-:�. :c^-- �r�;+^. -m RpaYr WAL4 FixisM MATVIUAL AXa APPLICATION COILING FINISH MATaeIAI� AND ArvsscAr osi Kitchen.--- .- ........ .... �. i1�81 Pait_1C ?► pe1� P 411} .............-•-•--- Bath ... - - V1nY Covering.......~.. i - .$1� F!►�X., i;E l ....... ............•.........._....... _......._.Latex... !.__....• - -._L !0A --------------- - - - - -- -­---------- .,,.... �- 16. IIVTtR1Ot DOORS AND 711111ttr Doors: Type ------ lush Hollow Core material .. Lauarrl - thickness 1 !L l]swr trim: Type 5tpclt material -------------- Base: Type Q� .......... ; material ... ..e,.._.,.. ; slze4-_Adr, )Finish: Doors __ -Sand 641..SA M;. -:GlQaaj!91iUL ............ trim .. _Soloed- b__fiemi- .Glass Y& ill L_... - ...... __............... Other trim (item, type and location) _---- &a1tt8 & Above 17. WINDOWS; Windows; Type S tlg1@ Ham$. -_; make -.. material .__ 49R!.. sash thickness .- ......_,.. Glass: tirade ..SS$ : 0 sash weights; IA balances, type ..Spring._ _; head flashing ..__.. Trim: Typo material _.._..._................... ...... Faint . 30l1t -as..:it1,&US.. ...... ,;number coats __2.. -$ Weatherstripping: Type, .... f1Ckl7JCy..XAPttt d...... material WOOL ............... Storm sash, number _ ... ­ Screens: (I Null; 2 half; type _,AIMM-s ... ................ - number ..AU...; screen cloth material .._... Basement windows; "Type .• -.- ........... .._; material © screens, number ------ ,_,r Q Storm sash, number _ Speciai windows $"+aI6AXQA1;....w 1QKA.CiQj1. ... ... ..._....._ _... ,- _-- .. -_ - - -- ............... •_ •_ is. INTRANCIS AND IXTIRIOR DKTAIL: Main entrance door: Material .l'�Ait,.Qx...HdKd•.: width V,4'..; thicknesA314 ". Frame; Material L_449; thickneseu0" r rI F'#,•zke tblckn ]L 8 Uthr.r entrance doors: Material _��13R..- ._.... ..... ;width 2..- �...._; thleknstsml.��� ". Frame: Material �s. , dte� ._., ' Ifead flashing .. - Gal.V- M.St l ................ . Weatherstripping: Type __CQZPlZ4a>tlal9 A__..._....... saddles Screen doors: Thickness . ... _ "; number ; screen cloth material _ .... _.- Storm doors: Thickness.-.-..-," i number Combination storm and screen doors; Thickness "; number - .; screen cloth material .....,.................. .............•.......­­­- Shutters- [I Hinged; p fixed. Railings ._ _...._......._._,_...._ . ....... . ............. Louvers ............. ...1..... .. ._._., ....................... ­ Exterior millwork: Grade and species ..._A.4r,+Adet or.batter... Paint .......: number mate ..i.._.. 1?. CASiNITS AND 1NTIRION DITAILs Kitchen cabinets, wall units; Material ,.........WQQd _ -; lineal feet of shelves . __,.....,; shelf width___ Hasse units: Material ........... .... -; counter top ....... ; edging Latginattad P1$9t1 iC.. Back and end splash Finish of cabinets ......... ; number coats "i •, . Msdictne eabineu9 Make ...... _ ................. ...................... . model .._ .. ... .. Other cabinets and built -in furniture 4.ttC,t1t. 0.h ___ ...... ......._..--•....... •...... ......... .......... ___ 20. STAIRS., T UADO Rimer s7a7 Nae MArroeAI L BAt.Uet sae _..M.._. _ .__ ._...� Maurial _ - T•biskn.es ~�14 Material + Thickness MataW j $41 um wire Piss metals] alas .� l Attic.... ..._. 1.- '._ .. ....... ............. -, - -- 1•........._.- .� _•__,....._ ., Disappearing: Make and model number .... ,Atli-C .accaaa -with Ioldins lAddVIT........ ......... ,._....,.. ..........._......_......_...._ .- ............... -... .... ... .... .................•-- •...- •--- ...- „_._..........,. SOUTHSiDE 6LUEFRtST SHRVICf£ 9 1500 o Z 2 � o a U a e r Z r N fl 4 l EASE II ❑ Proposed Consfructiort DESCRIPTION OF MATERIALS No. (To be lasertad b rNA wVA) ❑ Under Construction Property address . ............. ............. - State ......... Mortgagor or Sponsor ................... •..........• .. ............ ... . ..................... .......... --------- .......... ,......... ..... f Nance) ( Addrew ) Carrfractor or Builder .. ._ .... ( Name) (Address) INSTRUCTIONS I. FW additiro,al information on how this torrsn is to Its, subaiffsd. sambas mioirnunn requirements connot be considered unlsts tip404144111 described. of copies,, etc„ sea AS instructions, appllcoble to the FHA Application tar 4. Include no alternotsc "at equal” phrases. or contradictory items, (Con - s the imay yes or VA Rrgvstf Ire Delsrmirwtloas o4 Reasonable Value, sweratian of a r*quest for atcsptanee of subslitwts mafarials of squipneat as the tact may be. ii not thereby praalwdsd.) I. Describe all raaferials and equilumstf to be used. whether o net s,hawn en the drawin s, by marking an X in each a ro riots cheekAos and Ontario L Inclada signatures regwirad of the and of this fora. )ire Wenmation celled far In each spots. li space is inadegyptc, tnfer "34141 C The aandsvefion %W1 ba somplelsd In eamplionce with the related m/se- and dtteriba under ilea 27 w an an aftachL sheet. drewingt and specifications, as amended during processing. The ipeeissafiaas J. Work net specifically dtseribsd or shown will flat be tansidefed role" in`lude this Description rf Materials aad the appli"Wit minitnum Consfrwetioa required, wan fire minimum Geeeptable will be assuned, Vogt esasadiog RequirsneAK - cam^- •^- ^ --'� -- �_. Mz -�r :�•sr_-- zair�- -�..r: - Ma---.• ar--- :�,,•-- .:'rc.c•- •..,- -r.•x- _.•�-+ 1. 1XCAVATIONt Bearing soil, type.. _ ........... .................. _ ..... .. ....... .......... ............. -- - x. F1Di11/1yAilON3) 2500 2 - .14's conr. . Footings: Concrete mix.___•- . --_ -. - ..... .. .......... reinforcing _........--- ...... _. ._ ._.... _._....._......_......._.__..._ Foundation wall: Material ....-Concrete block Reinforcing ---- -_ ........... ....... _.. ............... Interior foundation wail: Material ........ ............................... Irarty foundation wall ..... . Columns. Material and size ............_ .... ..............................- Piers: Material and reinforcing 01rderst Material and sizes _ .................. ..................__..._...... Sills: Material ...._•__- ..__.._ - ..._._..__. Basement entrance areaway ....... ........... ....... - ........... ......... Window areaways WaterprooAllg - _--..... _. .. _ . ..___._.._. .................... Footing drains .... _ ........... ._._..._..... .............. .....- T ormitr protection . ,...._.-- .....Soo I t;on. Y'.9 ic x.....,_.._. .......... ........... ............. Blasementless space; Ground cover ....__.___ ................... insulation Foundation vents ..._........_......_._,__..... Opeolslfouvdations .............. ___ ............. ,................ _.. . - ............................... - ........... ......... ......... ._..._.- - .. ..�.... ___._....._..,,.. �......... _......._ ...... ....... ..... . .... �." C N­ -1 When aplllicuble Mater qZolid . $riGk_......._.__- • ............ ......... Prefabricated (make and sizes) ............ _._.._..._ _.....,_....._. - -- .ears---- •--- ..._... aterial .- 411 1�r ..... ... ...... Neater flue size .. Fireplace floe also . ._..._ ..... ............ (mat I and sire) : Gas or oil heater ','.a." .... .........-. _. Water heater .._... -- • -•. .__......__...._.. by equipment p�!rrtxat�ci Inc: 1uca1 rud4?rp .- •.__... _-_. - - -__. A d.1 'h'hen applicable; fuel;Vick as - burning; [, circulator (make and Sias) Ash dump and clean out ......___.,•___.... I ing .._ -. )lain Pica $Y C .._ hearth A1. k... mantel I. KliTlklO>r WALLS(•... - - -. ....._.-- ••-- ._......._........_._..,.. _.. _. . Wood frame: Grade and species. C7 Corner bracing. Building paper or felt .................... Sheathing -._.. : thickness ......._.. ; width . [; solid; U spaced . . _. . " o. c.; (; diagonal; ....._._ ...... siding ; grade _ . .. , type . size .... ; exposure ; fastening ... __............. shingles ........ . ; grade ....... ; type size ; exposure, "; fastening ............. Stuaco _._. .. thickness lath ; weight ... ............. lb. btuccr� Cc)tt t• Masonry venter . Sills ...... ......... _ .. lintels .. ..... ......... Mfasonryr Facing ...._.. ....... ; back-up nc etc 81k.thickness .... Bonding Hustling ................. —... Door silts ...... Window sills ...VKA:'C- Win.... - a- ...... lintels Interior surfaces: DampprooAng, - coats of ._ ,furring exterior painting: Material _•,__ ........ ..._ ............... : numberof coats. - -_ - -- Gabla wall construction: (3 Sams as main walls; U othor . _. . ... ................... ..........- ................. S. FLOOR FRAM11401 . . d'oistrs Wood, grade and species ., other bridging - . . ...........: anchors ......_....... Coneri►td alabt p asernent floor;.,• first floor; m ground supported; M self- supporting; mix . ............: thickness reinforc)ng -.., ?f.. �?. ±� ( !)_ r W •.� insulation membrane 0006 . Si f�u8� _.a ....._... . C.lcan ,sand _. thickness 1, approved vapor 92rrT;r Fill under slab: Material ............ .......... ..... ....... ..._... 7. SUIFLOOIING :r(Ocserihs MndaRaariAg for spcci+ef tows sAder Item 21.) Mata"riall Grade and specie ..._.• .... ....... _ _.._.._._.. ........... .......... ..; size ...- ._.•. -,.. -_ . type - • - Laid- Ci First floor; ❑ second floor; tj attic ........ sq. ft.; 0 diagonal; 0 right an`les• - ....... N+�" ........... . .......... . FINISH PLOORINOt (Weed wt)y. Describe other )faith #~;of ender item It.) -- ,�__.� -�. - raz�r�."_ aw��-_..::- �•rc7: :.x.- �- r� :.,cr_w_rs =� :- �ss..�•a. :�r.�. -� "� — ...�* m*.. _ GaATSeN Raopa GOADS 83,90114 iTNrct<rresst wand First r- I-..._ ........... ....... _....,....., ._..__. w.._ .. �..,... - !!vs, 11 .- ._....._...._._ I� ..._._ ; ...__.._ •._ ... . .. . .......... ..,..,...._._..._ -..» w - ...._. Second Aogr.... - -- _....._..... __... ...... �. * ,...... Attic floor,.. » »•» tt. �.. i - -�--- SOUTHS1DS 6LU9PRINT 8911VICE i DESCRIPTION OF MI4T>CMALS DESCRIPTION OF MATERIALS 1. PAXTITIO14 FRAMING- Studs; Wood, grade and species __.._ 2.•a �Y :_.fine ...... Size and spacing ....2. x- 0 16 "- o. c. other ............................. •--•--....__...-------•-------•--,.__. ....... ,.. ......... ......... - - ...... !s. CRILiNG FRAMINor Trussed roof construction -- See Attached Details Joists: Wood, grade and species _.._.. ------ -------------- -- -...._ Other Bridging .......... .......................... ...... .............. ............. _...... 11. RooF FRAlitlNat Trussed roof construction - See Attached Details Rafters: Wood, grade and species .. Roof trusses (see detail) : Grade and speefes ...... _ ........ ,__. --- .._..__ ..__....•-- ,_• .............. ..... 12. ROOFING: rl Sheathing: Grade and species Egt p �WOOd ...__ .- _..__,_.._._._; site •_2_ - -: type •-- ......; solid; Q spaced ......... 0. C, Roofing M halt $hi lam - ; grade _; weight or thlckness .Z g..; mile ...._ -...; fastening Tg�r. A Nail. Stain or paint _......__... Underlay l i >celt . .............. ...... . ... _....... ........ .._..._,-._.. Built,up roofing ; number of plies ............: surfacing material _. ... - _ ............. ._ _. Flaming: Material .................... ... . ....... .._. gage or weight ._A6.-,., ._..,.; 0 gravel stops; © snow guards .__......_..--_-•-- ....._.__ to have 3(8' exC ..._FI.YwO0.a ............. .... ., 13. QUTTIRS AMP DOWNSPOUTSt gage or weight _._�.... size ; she Gutters: Msterial.._____.ri'��1..__MfrxAl • Downspouts: Material DaV.._MG.0 .1. gage or weight ..14..._-; site - -------- ------- shape .... .............. _--_.-_"; number :_.-- ..... Downspouts connected to: C] Storm sewer; © sanitary sewer; 0 dry -well. 14 Splash blocks: Material and also .... d•.H..16X ...... ... . . 14. LATH AND FLASTIR) Lath 0 walls, p ceilings: Material ................. ; weight or thickness .. Plaster: Carts ........ ; finish Dry-wall Ek walls, ® ceilings; Material .Shest..rock____; thickness .11b,r .e ; finish _._.FAJ ......_... ; joint treatment TAPjLzi - -.w_- ............... f,tlment:. -•- --••••-•-,.__..-.._....- Is. DICOILATING; (Po;sf, wallpaper, sic.) s..sr�- :,:r.�xs =:..�r�= —�_•�- .cam- �s- x�r- �•�TS�, �.�, . :•- ^'.s� : :- .__. ,.. c -.�-- .- �saerzrs•ax-:�. :c^-- �r�;+^. -m RpaYr WAL4 FixisM MATVIUAL AXa APPLICATION COILING FINISH MATaeIAI� AND ArvsscAr osi Kitchen.--- .- ........ .... �. i1�81 Pait_1C ?► pe1� P 411} .............-•-•--- Bath ... - - V1nY Covering.......~.. i - .$1� F!►�X., i;E l ....... ............•.........._....... _......._.Latex... !.__....• - -._L !0A --------------- - - - - -- -­---------- .,,.... �- 16. IIVTtR1Ot DOORS AND 711111ttr Doors: Type ------ lush Hollow Core material .. Lauarrl - thickness 1 !L l]swr trim: Type 5tpclt material -------------- Base: Type Q� .......... ; material ... ..e,.._.,.. ; slze4-_Adr, )Finish: Doors __ -Sand 641..SA M;. -:GlQaaj!91iUL ............ trim .. _Soloed- b__fiemi- .Glass Y& ill L_... - ...... __............... Other trim (item, type and location) _---- &a1tt8 & Above 17. WINDOWS; Windows; Type S tlg1@ Ham$. -_; make -.. material .__ 49R!.. sash thickness .- ......_,.. Glass: tirade ..SS$ : 0 sash weights; IA balances, type ..Spring._ _; head flashing ..__.. Trim: Typo material _.._..._................... ...... Faint . 30l1t -as..:it1,&US.. ...... ,;number coats __2.. -$ Weatherstripping: Type, .... f1Ckl7JCy..XAPttt d...... material WOOL ............... Storm sash, number _ ... ­ Screens: (I Null; 2 half; type _,AIMM-s ... ................ - number ..AU...; screen cloth material .._... Basement windows; "Type .• -.- ........... .._; material © screens, number ------ ,_,r Q Storm sash, number _ Speciai windows $"+aI6AXQA1;....w 1QKA.CiQj1. ... ... ..._....._ _... ,- _-- .. -_ - - -- ............... •_ •_ is. INTRANCIS AND IXTIRIOR DKTAIL: Main entrance door: Material .l'�Ait,.Qx...HdKd•.: width V,4'..; thicknesA314 ". Frame; Material L_449; thickneseu0" r rI F'#,•zke tblckn ]L 8 Uthr.r entrance doors: Material _��13R..- ._.... ..... ;width 2..- �...._; thleknstsml.��� ". Frame: Material �s. , dte� ._., ' Ifead flashing .. - Gal.V- M.St l ................ . Weatherstripping: Type __CQZPlZ4a>tlal9 A__..._....... saddles Screen doors: Thickness . ... _ "; number ; screen cloth material _ .... _.- Storm doors: Thickness.-.-..-," i number Combination storm and screen doors; Thickness "; number - .; screen cloth material .....,.................. .............•.......­­­- Shutters- [I Hinged; p fixed. Railings ._ _...._......._._,_...._ . ....... . ............. Louvers ............. ...1..... .. ._._., ....................... ­ Exterior millwork: Grade and species ..._A.4r,+Adet or.batter... Paint .......: number mate ..i.._.. 1?. CASiNITS AND 1NTIRION DITAILs Kitchen cabinets, wall units; Material ,.........WQQd _ -; lineal feet of shelves . __,.....,; shelf width___ Hasse units: Material ........... .... -; counter top ....... ; edging Latginattad P1$9t1 iC.. Back and end splash Finish of cabinets ......... ; number coats "i •, . Msdictne eabineu9 Make ...... _ ................. ...................... . model .._ .. ... .. Other cabinets and built -in furniture 4.ttC,t1t. 0.h ___ ...... ......._..--•....... •...... ......... .......... ___ 20. STAIRS., T UADO Rimer s7a7 Nae MArroeAI L BAt.Uet sae _..M.._. _ .__ ._...� Maurial _ - T•biskn.es ~�14 Material + Thickness MataW j $41 um wire Piss metals] alas .� l Attic.... ..._. 1.- '._ .. ....... ............. -, - -- 1•........._.- .� _•__,....._ ., Disappearing: Make and model number .... ,Atli-C .accaaa -with Ioldins lAddVIT........ ......... ,._....,.. ..........._......_......_...._ .- ............... -... .... ... .... .................•-- •...- •--- ...- „_._..........,. SOUTHSiDE 6LUEFRtST SHRVICf£ 9 1500 o Z 2 � o a U a W J J (n ce i Z W ED Cr o 0 L) w Y Z ]C a w J o � Ll.. W J J (n 0 > Z W Cr o L) Y V Q Oc LL Z Z a U Z w J J a ce. LU W LL 0o W w w 3 i) S U, ltritiA t"111li AND 1F AIMSCOYs • W�. sys„---„ �•,•.,}:_ s��x+- t. �- �SZrs, e_ rr�r -uz:ra7�rxr�'.r�r�a"��r•.:w^•�`- �:•�s .n'csc -z- ,-,c: �'rr_..•�°;�rr^�rce- � . tJaG'�TtYll MATTRIAt, Cat44 110Rdta, 91'496. GAUL�rC TNR�131CLd v��� itAA1 �Ua[nk{1,{r4ap� iiixltRt�_ .;.. ..... ....a_.����ft ...... .-._ ...... ,.�........ .......... ...._ -... .... { .����._..... .���SeG .�....... J w.~,•,•._ -- .•:_•"••4 I�Ar, 91t4es. OAail9, rviarF, , HrlR11T t't91Rn't At Ir us tfauartT AY tub'M 0 Ls�srtotl 7tATSa1A>, Cotce., >ta7mta, Jt .......... .....w._. -PA Auk.. aly- .- ._..........__. ..,,__..._,.._ ,. -.. �u - - -• -- - -- I :x 0�t -� ... .. ...........cars }ir.:_Tii�.o..�..'�u�.p��x._.. - ,- .,... -. ._._._ 6 ... 1 _ ... Whe material _ ;?mil_.,.._ number ..._.. 1�astlft^daarA la►cteraotitAt ($ Recessed; materla}��IJ:RWA .„,,....,...; number ........ �Cj attached; mates .�t` .•i 2x. 4414111114411 �,; , . - �- �-- .-, -�- err. -� -:�•. -�-- lRxirulat NUt9312, tAcArtax ! MAxe Ura's rlYrear t'pYNTincArtoea NO, I Arre CALOO a —` 4t.... AOl.1. t1� .— .�� ............................ a . ...._ -------------- ter `Mir.. w t�ry •.__ ........................ ..... _._. ...... _ . _» t - �.._... .r- ,- ........ ^ .. - _ ...... .. } ...- --,....- 1JpWdt OVtlr t tJ)a .) ....._.I.— ........... . ..._ .., .. .............. .......... Stallshovreer's . -..f ..... ._....,.... - :... ......... ............. . .., .. - - -... ' . _._..-_..... Lau nary t:rrsys............... ..... .......... ........ .. ? ..,_ _. _.... _ _ . _ .... 1 . - -• _.._._ ;J•. _ _ •C� tKu taint rod rr© Door w_ 0 Curtain rod water supply; Cl ilublio; 0 community system; CJ individual (private) system.* SAwsp diiaposah © kublic; 0 community system) 0 individual (private) aysteyn, fir •A-RGw a—Z dwribe fndlv(dU41 systm in rb,1P1s,tr tlettait its *spa rote d*awings arse! tpFiKttt4lt "erne BsCvrdin# to, re�yylremt+tls lioutor dritlin 0heAde): ❑ Cast iron: 0 tire; d ocher _........_..- Houtr sawor (vuttids) t Q Cost irteat; €.l 610 ',l other ..,. Wrt*r'*1ing;' i:3 Gslv'anixed steel; 0 copper Doft"A14 water heaters Type -_ ... ------ _ .._:.. ._._...... -y mska end ramp! ....- ....._ . rsco.Y*ryr _ . ............. g'ph, 100, rise.�Staraae trnk; Matoria-1 ... __..._............ - -.- M..; e1i:p+ls4icy , ... gAl?r1ea�► +fair serirPrwJr: 0 Utility company" 0114, pat. taat C:? other - - - -- Footinlr dlr"s connected to; 0 Storm sewever) r] sanitary sevvv ir; :) dry Ws"), ,Srutrmp pttsnp d Hot watax. tj Stcam. 0 Vapor. CI One-pipe system 0 Two pipe system, C} ltxdlstors, p Convectors. 0 l}asebonrd radiation. Miaka and utodal ltadlitlanf pttrtatt j Flrxtrl p twa11; (j cteliing. Panel coil' Material .... ( 04raulrtor: © Return pump. Maka•tnd model ......... . .......... .... ....... ..;. cspse.ity Xptrs. Dollar.- Make and model M-.,.,. ... ..... ....................._.... , .,........ output ............... Utuh.; not rsting -.. •...__ �tvh. War= •jr,a C) Grstity. _M Forced. Type . of system . - ���1._1�����il));5- .----- - -. - -' -- ...._._.._................ ..... _...__,_....- ...... . return - ,..._...._.,.. -._ Insulation ,_,- ...,r___, thickness ......... 0 DutaJda sir intake. �aYtl'silaRer4itlt Suppty ................... •; •, 1i' ins is Make and model _. - ...... . , ....... ..- .. ................ —" input .................. __ Btuh,; output lrltuh• � �.. _.._.,.___.......,...-- __._ . - q Sgtw tCtar; C] boor furace; ❑ wall heater. Input Utuh. output ~w 11tuh„ nuJnberanits moo, Model ....... ..................... - • ------ .- ».• ... .......- - •.._......... ...... _. Controls: make and types_ . ............................_.. :.- ..- _ ,_- _ :.--- _- ,•-- •.......... . ...... ......,._.. 3 Vuel! 0 Coal; d oil; Q gas; U liq, pet. gas; C] electric; j�) other .. - _.. - -_ . .... ; 1ltoraage oapaeity ....... , ...... . ........ _ .. 1 FlAng equipment furnished separately: Q Gas burner, e*nversiol; type. Stoker., (J hopper feed; © bin feed. oil. burnari Ca rreasure Atomia;ing; C) vaporizing .... ...__.. ..... .._.. -._: ......... ........ .. .. .. , Uakta ana model ........ .... ............. Control _..... -_ ...._. _ -_ ....__........_..,........ t ._.... -... .. ....... .... ........- ............_......... ..... -. ...._. Wectrit: baatirg system. Type _.-- ____....,..,._..,.- _. Input _ ------ watts; volts; output ........ lituh. VanUl4tJog equipment- Attic fxn, make and model ......,..,,.,.,_..._.- . ........................ .. .. ......._ ....; capacity _ ...._......._... ctni. Xitehen exhaust fan. Moo and modal ._»........... _. . ....... ................ .......... _..... ..- ,.__..._............ Others htitti ir, ventilating, or cooping egatipinent ..... ,. _......._ .... ................. •.............. . ... - -. - -- ... .. .........__ -_ ._..__. ....... -- - -. -_. ._.._ ..--- .............,_._,............... _. .,._.... 24L k�� W . 150 AMP 8�rvtp fyerhxRai t D ender � und Itt+ Ci ❑ kase lOXi D cif cult- breaker ........... Humber circuits Wirt 'C) Cortduiti 0 armored cable; 0 na hmtAllic cable; C knob sod tubs; Q other ... ....................... ....,....,..._., ,_.._._....-._-- SpyeJatl uruz<tiatar 0 It"zs; 0 water heAtert 0 other -- ,_.... __- _...._________ , ..._...... .....__________ __ __ »_.._. -.__.- ............ --- _- _,_ -__._ C) Daorbolt C) t:hlaw, Push-button lotAtionr .._.,...... _...._......._„ ......... ..... .....__........_,- ... - - -._ �.. -.._._ .._. -_._- _ ..»... ................. ..__................ ........... ._ ... ..... -- - .. ....... .__............ ...... •-- _- - - - -•- aR. 1:IgirtTilR01 itiC"ti1�MRr Total h'Wr o of llxturerli Total allow anea for llxcturte, typical lAstal)rMn, i-, �•..__._. -_... iatit)rpi Itil.3iuitaFl,lati,6h t_- ., ...,. ,.. ..... ....._.�.�.:....... ,.._. sou Nisitto el,(i$>aali xY8lalivlci� 1! 0tSCtjPTt 00`'XAi' IUAL5 *. A s� 0 z 0 Q v a DESCRIPTION OF MATERIALS A. DOULATIOfit LL,I a_ocAT<dM 'rnlaxuatrN UjkraxiAL, 'errs, AND U9TIO00 ai 1n117AI.L,ATUM VAa■ SAJWRS � , Coiling... ..... 11 . li b' . .......... . ...._. .......... Wall..... _.- 3 /4- ct..y. ... ..... .Sty�CS3.,�Li . ? t'KCn><1 Ur ip ._$ltK 23 ..... . ....... . . ...... .. -• J Flour..... ..._.. "� ( LLAN'NlOUSt z . liti3C>t 0 ",..._._ char. + - tees {... t�..,� - t�CAhnrrrtasiNetaJiars ) :.... ...... ....._.,.......... ........ ............., v) aaert�s ast►y ±,uri dwaltvntt acntnrTata, eelauprttgnl. nr _ ... ._ .. B xdex sha�.l t =heck acad re -1 ck ail d ntenaio» anct tart e i l 4 �,i,g� y�.. A the ,per . end ©t fie tuna pZiox Ca nnskrucG�a�? : hid. ..x� � z;< hx�.. sZx ,�atua...... - ......... .. '• / „�'• :.'.... :_ :.. :.. ........... , •...._....,.. ................ ...- .. A,►0:A:?7.J .,. u • .... ... . ._ ..... . . NARDWARt: (MaAs. mutuiwl, and Sm#A) . . ... ......... ... .' .._,. . ........... .......... ...... In SPICIAL NQUIPMINft (State Mnttt;vl of asch *ad model.) V0n0t'*U blinds Number .... -... Automatic washer .. - ._:,......... ..._... •....,._- ....... N'tehen M"Ife ............ .... ..........._- Clothes drier -.... ..,_ l�nfrigeratgr ..... ...... ..... -.... Other-- ....... ... ........ .. ................_ -. -.... .... ... ,.......... )Yiallwaweher _.. ............... ...... ... ... I ...... . -. -.. ...... .......... Garbage ditapuenl unit . ,. .... ....... ............ ........, ....... -• --- ..- lw�lRdt'Ntle . - Sae, - Plans ... .... ... ............................. Sett Plans 1 j ” Mioa ; rq ;k can %�gjj)n 4UId coilinita. All joints to be taped,L be4lad., sanded Om4othA und. pay gtad mo- co> t WA1911 Araq tsittYRWAY11i ... 11rivewoty: W' dth Ratan mawial CQpC -r ; tmckne4v ) ourtAcing material _. ; thickness ...... I r„nt walls: Widt.: i�"' 1t latatis) Zone ; thickness 4 SsrvNee walk: Width ..., Material ; thickness - f+tvis. macatriraA ... tr#Adn ......... risers Chook wraps .. ............ Cie r o�rrlilR fiP #SITA ttniYTitt>`Yilr�rrrrsa ' (yp*04,!y all ejersrixr avt.Aitn imptnarrnrletx +tor 48a410"Osti alrreuhr•a, inrludiny its"" a►urh a7, ttrtt"u4l gradiriy, drairwgtr stru4turaa, L.i.1 rel(li►+trlp watts, ie,lec, mihnav, and +1e•raanury struet+4144.) .,........... z 1At ;USC,alI'INp. i "leAiti N4. AFtft ?loft ..._ .. -, 0 i Sit ONAOIN01 l povil " tMtk t (.; Front y4rd; f-,) side yaida. „) roalL yarn to feat ttehinri marltt building � t A„+a %• o#41' td. n•rfl.JRd, 40, ipr•ia%;44) : i ) wrnnt yalvi (j aids yards . ....., _ .. ; C) reA-r yard ............................ 11huttmir; : -i rte Jipoa�ttnd wui shown ,vr1 ai,avvinpts, i.! tta friths +va ;•shade tna4s, k;vorgroorr bean, ._....._.' to ..,... ,.....', $ dt Ii. Lira (inwirring trves, aincirlu:lll t,/ Evergreen shrubs, ........... ...' to '13 dr 13, High growitsg shrub*. devktut.us, ts� . Vtnas, 'j•Yoar .. .......... . . .. LU Na•IiuCri AtrYawing olirutr*, dariducrua, to . ..,,...._....- �,,p.grawlntt 4hrobs,,+Jati+)ttee+e4, t4 .. .,.. -. J t: + - ytr, t� f�llawax %il» i o3a$li�tue li)atrtt P.d t.y iris signature -it Cat WJtiai, or avunatut,� and 'or tho pmlwACd nsortg4g;rsr It the lattel u �.: u . +.v t ttc� •ate r t a }�.�uaWt�;:w .. r..l biWRi.t►rp . ............ .........a -.. ,....•.....,.. ? i tw3h1,4 ,......,.., ...» p..� UJ m aL 0 04 t'- W atJ 2 0) reamo r m C7 V W )e Q w �..! LL. DESCRIPTION OF MATERIALS A. DOULATIOfit LL,I a_ocAT<dM 'rnlaxuatrN UjkraxiAL, 'errs, AND U9TIO00 ai 1n117AI.L,ATUM VAa■ SAJWRS � , Coiling... ..... 11 . li b' . .......... . ...._. .......... Wall..... _.- 3 /4- ct..y. ... ..... .Sty�CS3.,�Li . ? t'KCn><1 Ur ip ._$ltK 23 ..... . ....... . . ...... .. -• J Flour..... ..._.. "� ( LLAN'NlOUSt z . liti3C>t 0 ",..._._ char. + - tees {... t�..,� - t�CAhnrrrtasiNetaJiars ) :.... ...... ....._.,.......... ........ ............., v) aaert�s ast►y ±,uri dwaltvntt acntnrTata, eelauprttgnl. nr _ ... ._ .. B xdex sha�.l t =heck acad re -1 ck ail d ntenaio» anct tart e i l 4 �,i,g� y�.. A the ,per . end ©t fie tuna pZiox Ca nnskrucG�a�? : hid. ..x� � z;< hx�.. sZx ,�atua...... - ......... .. '• / „�'• :.'.... :_ :.. :.. ........... , •...._....,.. ................ ...- .. A,►0:A:?7.J .,. u • .... ... . ._ ..... . . NARDWARt: (MaAs. mutuiwl, and Sm#A) . . ... ......... ... .' .._,. . ........... .......... ...... In SPICIAL NQUIPMINft (State Mnttt;vl of asch *ad model.) V0n0t'*U blinds Number .... -... Automatic washer .. - ._:,......... ..._... •....,._- ....... N'tehen M"Ife ............ .... ..........._- Clothes drier -.... ..,_ l�nfrigeratgr ..... ...... ..... -.... Other-- ....... ... ........ .. ................_ -. -.... .... ... ,.......... )Yiallwaweher _.. ............... ...... ... ... I ...... . -. -.. ...... .......... Garbage ditapuenl unit . ,. .... ....... ............ ........, ....... -• --- ..- lw�lRdt'Ntle . - Sae, - Plans ... .... ... ............................. Sett Plans 1 j ” Mioa ; rq ;k can %�gjj)n 4UId coilinita. All joints to be taped,L be4lad., sanded Om4othA und. pay gtad mo- co> t WA1911 Araq tsittYRWAY11i ... 11rivewoty: W' dth Ratan mawial CQpC -r ; tmckne4v ) ourtAcing material _. ; thickness ...... I r„nt walls: Widt.: i�"' 1t latatis) Zone ; thickness 4 SsrvNee walk: Width ..., Material ; thickness - f+tvis. macatriraA ... tr#Adn ......... risers Chook wraps .. ............ Cie r o�rrlilR fiP #SITA ttniYTitt>`Yilr�rrrrsa ' (yp*04,!y all ejersrixr avt.Aitn imptnarrnrletx +tor 48a410"Osti alrreuhr•a, inrludiny its"" a►urh a7, ttrtt"u4l gradiriy, drairwgtr stru4turaa, L.i.1 rel(li►+trlp watts, ie,lec, mihnav, and +1e•raanury struet+4144.) .,........... z 1At ;USC,alI'INp. i "leAiti N4. AFtft ?loft ..._ .. -, 0 i Sit ONAOIN01 l povil " tMtk t (.; Front y4rd; f-,) side yaida. „) roalL yarn to feat ttehinri marltt building � t A„+a %• o#41' td. n•rfl.JRd, 40, ipr•ia%;44) : i ) wrnnt yalvi (j aids yards . ....., _ .. ; C) reA-r yard ............................ 11huttmir; : -i rte Jipoa�ttnd wui shown ,vr1 ai,avvinpts, i.! tta friths +va ;•shade tna4s, k;vorgroorr bean, ._....._.' to ..,... ,.....', $ dt Ii. Lira (inwirring trves, aincirlu:lll t,/ Evergreen shrubs, ........... ...' to '13 dr 13, High growitsg shrub*. devktut.us, ts� . Vtnas, 'j•Yoar .. .......... . . .. LU Na•IiuCri AtrYawing olirutr*, dariducrua, to . ..,,...._....- �,,p.grawlntt 4hrobs,,+Jati+)ttee+e4, t4 .. .,.. -. J t: + - ytr, t� f�llawax %il» i o3a$li�tue li)atrtt P.d t.y iris signature -it Cat WJtiai, or avunatut,� and 'or tho pmlwACd nsortg4g;rsr It the lattel u �.: u . +.v t ttc� •ate r t a }�.�uaWt�;:w .. r..l biWRi.t►rp . ............ .........a -.. ,....•.....,.. ? i tw3h1,4 ,......,.., ...» p..� UJ m aL 0 04 t'- W atJ 2 0) reamo r S 1. e_ r I 7' —R" J/ v v n -r LV. L't i nvJ j 2 ROOF PLAN 00 3 ' - MIN. TYP. 4 7' —$" 1' -0" 10" 10" 1' -0" Ap- f CD s � , � TOP EDGE OF I CROSS TO BE 2� I I I SAWN FINISH a CRAMPS BY 4 I I 1 { I � � f4 f INC. TYP. TOP t 1 11 f MIN. 7'-8w f f I I} � 1 I} I I 4 — 4- I ' I I — �- I I POO I i }ow I ' CRAMPS BY 5' -8° ! 1' -O " I MIN, i Mi. Al- I I INC. TYP. I I 1 i 1 I 1 T- it d U �I ^ ' yf.'.'.'..j................. ......... ' 3 / $ "m x 6- LG. Q 1 I A71- SS DOWELS BY 1 10" WIDE X 4" DP. RECESS FOR SETNG SLING REMOVAL. GROUT ALL RECESSES FULL AFTER COLUMBARIUM IS SET. NICHE PLAN 1 M— i ! —oil a = 00 d KT r •11/8 1" 1' -4 15/16" RECEIVED FEB 5 1998 City of Atlantic Beach Building and Zoning N-10 2' -3 7/8" 2' -3 7/8" 4' -8 1/8" N/F OPENING 7' —$" 1/8 A, FRONT & REAR ELEVATION 1. =1, -o, FOUNDATION PLAN 1'= 1 i —o. 1' -1° 3 b 3� 1' -4 15/16" 1�_1" 3/4 "0 X V -8" LG. SS DOW ELS BY GRANIT BRONZiNC. POLISHED CARNELIAN 3/8 "0 X 4" LG. S.S. DOWELS 3/8 "0 X 6" LG. TYPE 31 THERMAL — MOOLIGHT GRAY TRIM TYP. POLISHED CARNELIAN NICHE FRONTS TYP. 3/8 "0 X 6" LG. TYPE 31 COULUMBARIUM IS TO BE LIFTED WITH THE USE OF SLINGS AT BOTTOM OF PC. # 1. BOTTOM OF PC. # 1 -MAY NOT BE UNIFORM. SHIM & GROUT LEVEL WITHIN 1 "' SETTING SPACE. N TOP EDGE OF CROSS TO BE SAWN FINISH 3/8 "0 X V -0" LG. SS DOWEL EY GRANIT BRONZ INC. � i l I I f CD s � , � TOP EDGE OF I CROSS TO BE .i/ L n TYPE #15 SS 2 �" '� : 2 1 SAWN FINISH a CRAMPS BY 4 I I 1 GRANiT BRONZ -41 .y n ..'. � � f4 f INC. TYP. TOP t 1 11 f & BOTT d 7'-8w f f I I} � 1 I} 1" 1' -4 15/36" 4 -$ 1 /$" N/F OPENING 1' -4 15/16 1 � ,n � TYPE #15 SS }ow I ' CRAMPS BY ..: 4�'" 5" _ T i GRANIT BRONZ INC. TYP. 1 N T- it d U �I ^ ' yf.'.'.'..j................. ......... ' 3 / $ "m x 6- LG. Q 1 I SS DOWELS BY I ! I! II GRANIT BRONZ INC. 1 La Nr : t r .. .....'............, �.'.. { -......'.�'..':.'..'::.':..4 0j:'.... .. ....'. 1 ........... '.'.'...... ' I[•... \ 1 :....... .... .. I ........................;...... 1... ..'.'.'.':.:'.'.'.'.'.'.'.'..f• 3 z SANDED CARNELIAN j4 .......:.:.:...:::.::..:.:.;. :...............:.:.:.:..;.. :'. :.'.'.'.'.'.'.':...... 1. . !' ,•n, W 'l f r n 10 4 10" '..'. .'.'.'.. ..'.' ..'.•..'...'.'..'....•.,.-..... •.... w •.•.'.•.•...•...•.•... .1.. .I..:,.:.: .... ...'.'.'.'. Nip t \ \ POLISHED CARNELIAN NICHE PLAN 1 M— i ! —oil a = 00 d KT r •11/8 1" 1' -4 15/16" RECEIVED FEB 5 1998 City of Atlantic Beach Building and Zoning N-10 2' -3 7/8" 2' -3 7/8" 4' -8 1/8" N/F OPENING 7' —$" 1/8 A, FRONT & REAR ELEVATION 1. =1, -o, FOUNDATION PLAN 1'= 1 i —o. 1' -1° 3 b 3� 1' -4 15/16" 1�_1" 3/4 "0 X V -8" LG. SS DOW ELS BY GRANIT BRONZiNC. POLISHED CARNELIAN 3/8 "0 X 4" LG. S.S. DOWELS 3/8 "0 X 6" LG. TYPE 31 THERMAL — MOOLIGHT GRAY TRIM TYP. POLISHED CARNELIAN NICHE FRONTS TYP. 3/8 "0 X 6" LG. TYPE 31 COULUMBARIUM IS TO BE LIFTED WITH THE USE OF SLINGS AT BOTTOM OF PC. # 1. BOTTOM OF PC. # 1 -MAY NOT BE UNIFORM. SHIM & GROUT LEVEL WITHIN 1 "' SETTING SPACE. N TOP EDGE OF CROSS TO BE SAWN FINISH 3/8 "0 X V -0" LG. SS DOWEL EY GRANIT BRONZ INC. � i l I I f CD s � , � : 1 r I 5' -6" .i/ L n TYPE #15 SS 2 �" '� : 2 1 I a CRAMPS BY 4 I I 1 GRANiT BRONZ -41 .y n ..'. � � f4 f INC. TYP. TOP t 1 11 f & BOTT d 7'-8w f f I I} � 1 I} 1" 1' -4 15/36" 4 -$ 1 /$" N/F OPENING 1' -4 15/16 1 � ,n � a 1I' .....:....:.............tt.... .. \ 1 I '...'.'.'.' 1'...'.'.'.'.' }ow '- -H �z 5" it rl 5" U U = C-4 1 N T- i d U Q 1 I 4" I ! 1 La Nr v t r .. .....'............, �.'.. { -......'.�'..':.'..'::.':..4 0j:'.... .. ....'. 1 ........... '.'.'...... ' I[•... \ 1 :....... .... .. I ........................;...... 1... ..'.'.'.':.:'.'.'.'.'.'.'.'..f• 3 z .......:.:.:...:::.::..:.:.;. :...............:.:.:.:..;.. :'. :.'.'.'.'.'.'.':...... 1. . '..'. .'.'.'.. ..'.' ..'.•..'...'.'..'....•.,.-..... •.... ................. •...'.•.........'.'.....•.' • ..,.•...•.,.•.•.'.•.•......•.. `..•. •.•.'.•.•...•...•.•... .1.. .I..:,.:.: .... ...'.'.'.'. '••-••...• •.. • •••.••'•••' ... .. ............. ..'....'.'...'... .: \ ... .••,.•. .•..•.....'.: .. ' ''' ::. . : : : : :..�:.. '' j o ..i.' :........ :.......:.... f .:. ......... ... 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'....... :.'.'.' :.'.':.'.'.'.'.'.':.. '8 � r — 4 f� A f� S 1" 2" 1' 1' 2 4' -5 1/4. 23" 2 1 ....... '.TP. fTT:fTr. '. Tr .T. '.T.• .'sT•S V) CONCRETE NICHE CABINET r I I I I 1 1 I NICHE PLAN 1 M— i ! —oil a = 00 d KT r •11/8 1" 1' -4 15/16" RECEIVED FEB 5 1998 City of Atlantic Beach Building and Zoning N-10 2' -3 7/8" 2' -3 7/8" 4' -8 1/8" N/F OPENING 7' —$" 1/8 A, FRONT & REAR ELEVATION 1. =1, -o, FOUNDATION PLAN 1'= 1 i —o. 1' -1° 3 b 3� 1' -4 15/16" 1�_1" 3/4 "0 X V -8" LG. SS DOW ELS BY GRANIT BRONZiNC. POLISHED CARNELIAN 3/8 "0 X 4" LG. S.S. DOWELS 3/8 "0 X 6" LG. TYPE 31 THERMAL — MOOLIGHT GRAY TRIM TYP. POLISHED CARNELIAN NICHE FRONTS TYP. 3/8 "0 X 6" LG. TYPE 31 COULUMBARIUM IS TO BE LIFTED WITH THE USE OF SLINGS AT BOTTOM OF PC. # 1. BOTTOM OF PC. # 1 -MAY NOT BE UNIFORM. SHIM & GROUT LEVEL WITHIN 1 "' SETTING SPACE. N TOP EDGE OF CROSS TO BE SAWN FINISH 3/8 "0 X V -0" LG. SS DOWEL EY GRANIT BRONZ INC. � i l I I f CD s � , � : 1 r I i I I 2 �' L 4 I I 1 � � r ll) t° 3 = C-4 ' N T- i d i I f 1 I 4" _Z R r \_ -H o a 0 c r\• � sn k �f > 3/8-0 x s' LG. - SS DOWELS 13Y GRANIT BRONZ INC. 2�" —SANDED CARNELIAN POLISHED CARNELIAN V-11 9/16" 3 /$"W X 3/8-DP. DRIF SLOPE GRADE AWAY FROM COLUMBARIUM AT ALL SIDES. :H x 0 1'_1" SECTION 1 ,� "_ t_Ds CABINET FOR SETTING ?EMOVAL. FOUNDATION DEPTH IS TO BE PER LOCAL SOIL AND FROST CONDITIONS AND PER GOVERNING CODES. REMOVE ALL TOP SOIL AND ORGANICS WITHIN FOUNDATION AREA AND BELOW, TO UNDISTURBED SOIL. 3/8"W X 3/8-DP. DRIP SLOPE GRADE AWAY FROM COLUMBARIUM AT ALL SIDES. 1' -11 9/16" 1' -2" . 4" I �r � � 4 3/4 -0 X V -8" LG. SS DOWELS ..... .i ... . I }_- ............. Il 3/8 "0 X V-0- —0" LG. SS DOWEL 8 3/8'0 X 6" LG. SS DOWELS ....................... r OF DRIP .................. . ....... �.... . _ O ... ........I ...................... co Zo 4, .............................. r� + � cr rZ i I i E ^Z LL 0 � U a i I ' Z st 3 03 ? I : I LJ 2 ifl # c.€ \ i u Z I i 7/8 "f 1/8'-,: Ln I U 0 3/4"0 x 1' -8" LG. SS DOWEL BY GRANIT BRONZ 1' -7 1/8" TO OPP. NICHE CABINET ........ ... * r ... ............................... ............. ............................... 3 SECTION RECESS FOR SETTING SLING REMOVAL. #4 REBARS VERTICAL & HORIZONTAL, HORIZANTAL REBARS 2' -C" O.C. MAX. oc L 3/8"0 TYPE # 1 5 CRAMP r'�r4 f` %Iw SHIPPING LIST PCS t THRU 14 ASSEMBLED PCS 15 THRU 21 UNASSEMBLED MISC. MATERIAL 4 3/4 -0 X V -8" LG. SS DOWELS 1 3/8 "0 X V-0- —0" LG. SS DOWEL 8 3/8'0 X 6" LG. SS DOWELS 6 TYPE #15 SS CRAMPS Y IQly r well ago sm —WAS €� awl• as1�ya��, �aw��ss ��artiE�r1 � I OWN r --Wa �IR€Itr1 v to gym ' malwaa a �lcrala: amain aatyupf MUM! INUST a A"17WA low sign i a awa " V. e IV- -€a•a 11i11 iaswr-`we� ~er�.��s .! r IWAN € as it � 3� r S�IEI� sammimoxv wall €R�n�li ■ � wwaalsaa€IN." �s aaa € isalasa tiara Imam" twos:" rcarar: >r - PFAW 130 MCC P /A4 CmiAwm W/ cROssn LOCATION ;A . JACKSONVRIE b FLOFDDk ~ 5. PURCHASER ED LuwK TX DEMN ND 5305 do 864 -9— BY O APPOS A .7; s w C MOONUG14T GRAY THERMAL 97-755-G, An z, S' E i i is sr as warm ' ,y a. ar r • r ". . 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IL - � •i . rt rI i W y H WAL.,L1,_!�5cLoN . IL - � •i . rt W y H LL .:. LL .•. r c t' D A FI NE ED DATE . ' CAGE A4 R JOB r SHEET. ;4' OF G SHUTS 1!5(Do mc&\ �too it WNW , Q�W J >Dig ° ~' Iz I- �� cs 34 Nk I ga.: 1 P,y •� "J } Y J �i 1p �b. r�, •ItC� <� �' t F''4r� a pp k. � � r + � 5' a w ti t., r .hr t. I t i t f i I i i r i i R�!.�u ►i-�g and Zoninf i v l` U F'w T `1 Imo' VZ 0 aD z z a r� BEN DH.QKBD ANP REVIS Hn�t R IT .10 T� fISW AND COMnmx At 7R�l"HOM R. ? AS TO I TO IO W US TO CORR MOI)UOTIaN 00 THZ $ )3R. ACCURACY, sibitx op ONS AND r•ra•. ;�. w.�.c r WHOLA 0' IN w C �I 1 . /1- r. i i I I I I i I i II 1 � N1 i I kl I; I� ter-". i cs G ROOF LIVE LOAD 20 PSF CRYPT LIVE LOAD = 600 POUNDS PER SPACE SOIL PRESSURE =UOOO PSF BASED ON TOTAL DEAD AND LIVE LOAD. EXTERIOR FOOTINGS TO BE 1' -6" MIN. BELOW FINISHED GRAPE AND SHALL BEAR ON FIRM NATIVE SOIL. WIND LOAD = 80 MPH, EXPOSURE C CONCRETE COMPRESSIVE STRIENGTH SHALL BE 30C* PSI AT 28 DAYS. MAXIMUM SLUMP SHALL BE 4 INCHES. REBAR SHALL BE ASTH A-615 ORAbE 40. DETAIL, FABRICATE AND PLACE PER ACI STANDARDS. LAP SPLICE CONTINUOUS BARS 27 DIAMETERS OR 2' -0" MINIMUM. PR VIDE 2'--0" X 2'-•0" CORNER BARS TO MATCH HORIZONTAL REINFOR INS AT INTERSECTIONS AND CORNERS OF WALLS LARGER THAN 3 1/2 %NCHES. PROVIDE 6 INCH HORIZONTAL HOOK ON #4 AND LARGER FOOTINGrDOWELS. i CONCRETE COVER FOR 'REINFORCING SHALL BE AS NOTED ON DRAWINGS OR AS FOLLOWS IF NOT NOTED: SLABS 1 INCH BEAMS AND COLUMNS 1 1/2 INCH CONCRETE CONTACTING EARTH (FORMED) _ 2 INCH CONCRETE CONTACTING EARTH (UNFORMED) 3 INCH T1,1P I CA�FIEHA3_F�� � t�F�C g�,�NQ_�O�_CONC�ETF� 3 1/2" WALLS #3 AT 12 INCHES HORIZONTAL, #3 AT 12 INCHES VERTICAL, #4 VERTICAL AT ENDS OF WALLS (2 AT COUCH CRYPTS) 6" WALLS 04 AT 12 INCHES HORIZONTAL, #4 AT 18 INCHES VERTICAL, 2 #4 VERTICAL AT ENDS OF WALLS I II • r 1 Ll 71 I �I rrr- - - - - -- Gzt-�"r 1clf� r rC`i �v t (Ic ,_,,�,,� �. �I 0 I(rl ,2 1 1� "J.P! 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'"�`` T4 • 1�� ,, -gi�)HDNOD N1 aaUOHONV 1 r C r r r . • 301-Is I 4W m OVIS .• 'r / s ., r ,. i .�pRRRE.1 ..N•J r r IN31wnb7l ...`il• .♦ r r. rrx,• fil•,� 4�• r IdAUD 80HOM nru•r M . . q! wr,r I , lO 0C) IN N(a &, 1 7-D-X ■ z J) a V J .1 E'PCON . .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . I ................. . . . . . . . . . . ... ........................... .......... SWIM DISTAL' LATI1, ."OPOCOURES ad axAarinp it sWmmm"&"*W S04101CONCRETEAPPLICATIMS EpW pcI b th' drW Virryles an oolymterj 5M not mcor; on the hZ 0, work poor Anna thesd pmducm i64 gm� w and phg ctr dp,Eid)d&r1j ti-Q, 'be' dima o(dirt. dust, pain. 14 grease. ponta�•or coating wiWmukll'pri�vClil clitta epoxy; the a. . r4' 0�atk,,I in'tit a, �r *4 ljok UW mowk) into APdP noulc duough the h 6 Pft an tZ *pprainawly Wf full th PREPA HATION OF HOLE ANDINSrALLA PRO S . - - TA 0; P= c �!Orlt c ho1cL U dUcharp appru*, rooslowlybyllaw am boo (see ampt with blowout-bulb 'ma0yorw Acid " idle tha bottom 0f brlawl Ir n aam ot, the II hqs# ounce of epoxy. ThcV:Aii hols =dow 41*0 d-tum atuched to the E200 - 6PWmUL9A4XA Iq tbt WA CCIMPIM hold Af#0Z;kLaW M,.ftw = I mparadoci with tLw !%.�Sert the POZ44 Into' w . � of a nYlv+1 brush ((de tk Wiwi of the ; : W bt b* and iW the Wo In 7 u9numil at, to Vt the hole deA. IQ= kiap—Mm ........... ....... ................................. ..................................... TbIPMAWRE If A T.. ' '. 'LOAPINQ TIME . • TORQUE-UP TIME IfifiS.) FULL TIME ART 4Q9140 .45 3 5 48 60°flo° 20 2, 4 c at (708) =uw prom k0tallatica insUmdoris fim a quall1w ITW Rar&V Had Engincec ftq fted te:&II and the product shall no he serwo" to UV IVU or normal u. 15 35 ..24 rensJua -to 7 L 3 24 shear 5 SU01 24 .......... ................... ------- ------ - V0,440W WAM nP P1191rM AMIM79jo S . . .. 11 as in It Is important 0 111 ft mm ddI14 and hok Prepamum swo � thtsWld conpret4 appUm don criteria. Ceim* 5 Epoxy arO= Installed In hollow bk4 or brkk walls require ft ux of an Epcva SYMM MWM $led =em Sct= tubes an mraabld for threI tads 1/44 b) 3/4' In dlatoctei; and In kn& of 21 to .13'. - '-�, PREPARATION OAkOLE AND iI'1SIALlATION PROCEDURES L Drill Proper sized when sorting a", While wal N II Cm out hole' frcsb camidr- .. 11 $"4 cmplqwy Q( 4W screen with blowout-bulb d4d-P apmyll I Into the cleaned agaidsf the wa8• or hose &MwIW to Mately one N4, ,hol& E200 or Elm , OUPM as in Selecmd rod slowly tube with 4 go- holt C =t w modon . System gouda b = u(screen = apRm Pbf and All It completely what withdrawing the ME SEMNOWE =6 le==rb,"' heaW W MGM tmP;M— Of 'tr;(hG(UZW0rhWA7bo%) ' b knpmm product flow and mm Prom cming• ...................... I ..................... — ................................................ ................... EPCON SYSTEM SPECIFICATIONS, PERFORMANCE A APPROVALS 3500 P11 fiEcommmom spummms ANCHOR INSTAL IAnoN Th1I rod as de= 4 Epginoerof F&cwd and a two compoincrik low deftectica cerar= =3P1t1== MIM ba installed In Wes drilled with carbide bid umd In, - ==:a-y pneum2& MI. Them 9mil be m ka of design bad exped b be Installed irs o3im MW cmm1cMb"J'1Z1Pp=7= holm using dlanrrorsd dt>7i bGy tlnehas rue . he lmulw by "eimm Concrete "jnW4,fa=Wq0adm 0XIM10" "wood 1TW 3- r, m= I =0 "atog'. Fia+b points o(bodt tine The shat(bon ;W arx! " *4 no b6 V&mr thm WF grracrr na ioh=b of kyrift md 1* " be c at (708) =uw prom k0tallatica insUmdoris fim a quall1w ITW Rar&V Had Engincec ftq fted te:&II and the product shall no he serwo" to UV IVU or normal 111a, tempeI encountered In ft field moot GfUL)7&kELO4V'S* FOR CM11OVEPDXYANCHOR rensJua • ­49 kw w "a.rwwy AF&W AMWI loser JUX 0 SINQLE kk' ---. 004OWELOCIf—UL17MATE VALUES TEMAVAILABLO UPON REQUEST MWOZO 800 TENSION (W) SA&V(Lbt) 2000 PSI 3500 P11 6000,0$1 7500 act I10.01 Anchilt. Cylinder Compassion c=pn=he —112 Odt7 lbs. '25 &Old- Concrete cmalts concrete caficlate iflebals 111a, =II inci hollow rdabilita" and doctricai moot rensJua Shoat renslaft 4dat 7#44104 shear 44340 SU01 cAgs (Lt$) (Lbs) (Lbs) oLbs) 11411 jLbsj rlhsl il611 (apArmt.) 660 W 8MI 6009 10621 5941 72 100 56 Ile 1791jr. .11Z. 1,306, 8854 14499 01 1390 10603 40 $14' Imo 1,710 no /so 24194 1 .7.11z 29458 — — — 14 1/0' 6-314" 29667 15982 VM =7 33759 24482 12 9 71r 7.718" 35267 21548 37714 395 41023 32513 $1211 6 4= 25276 45608 38M 44V5 46418 6 12" 5 11414" Tmmy z 1 • ­49 kw w "a.rwwy AF&W AMWI loser JUX 0 SINQLE kk' ---. 004OWELOCIf—UL17MATE VALUES TEMAVAILABLO UPON REQUEST MWOZO 800 TENSION (W) SA&V(Lbt) 3/8"x5" 1333 26M 041ition. It has beat t6md AM approved by both ruleral and a " dgPdrbmts VW has barn appm* by nunI transits ' 2213 'ggrobtalkd for 48 state 0.0LI-so br botb ventral and h*=W &xatolk 0 Epoxy has oycr 32 a0lon to materials toting bWW W Pdkmmm dairns. All tsb are avall[able by milling (703) 350mm and Asking br the Fpcon Syftn jauughcv Dew,., • ==1WN D trarnic 6 Epoxy L%dnk2p dons not .11 APPROVALS AND US17NOS • �=T Wsion W C=P -Ibft Cftting In accordance with LCACL Cwan* 6 Epo3ry wxrdp deflection under load alter 120 dm '�ppvved =a h Maximum allows bla Is 0DI 0 h The Cez=* a epox� W been A & 8 ffffns waid-wi& In by 4 IK '= W," -12�ft ararnk 0 El-y w-d all I., or 3/8'. 041ition. It has beat t6md AM approved by both ruleral and a " dgPdrbmts VW has barn appm* by nunI transits ' )I aM "' udjm% • A51`144MI9 lbst Caunk 6 Epoxy 'ggrobtalkd for 48 state 0.0LI-so br botb ventral and h*=W Cylinder Compassion c=pn=he —112 Odt7 lbs. '25 • LcJ1D.ESUsdn8—Pzportm8& City Ckwuction Ceramic- 6 Epoxy all test criteria and exceeds the ed time br this Iva (Reb in 7 at 68qp) Other Avallabla 16-tr W low fromWOutw. OUDS Angeles COVM AWmM—RR#24975. ftb tempencure tqxwjm • CRY Oft0s kqeli:3 UnrtI MaloruyApprioval (Sciunk)— MR4977. hsh uW 3idt water co� uncierwamr installation. unminbn:cd block 011- apPm* avUable upon request; oil (708) 350-M7CL =II inci hollow rdabilita" and doctricai i. rr,uRamset/Red Head 1300 N. Mkhael Drive Wood Dale, IL 60191 (70e) 350 M-10 FAK(708) 350-7985 Made rn coo U.S.A. C..unw & fvo RVr"tJFt&$ K"d we ft-own-Im Cd JrW A&I"VAW H.4 and W.,od JW VAyk4 vie pahris P*Xtwq c 1509D W„w food VAX4 VAL Plk"d im U -Sk 55"1690 10 W A 4 Izar-o-, 5 F'f"ri WGI 54-INCI F-OMOvAt. t!�'` &(4 1 0 0 0 r Ir IT i We, NLi A _e 5;a o F -Ito' co Lu m 0�� 01 Li M r-,. 0 7 0 II 0 0 f 0 A I,& JC 14 0 F_ At, _r, t+O tl � 9 v(1, " I W To F161 I LUC Co L u F 1 F_%&.Z i U M -0 LA Y, �u 5, e 0 F&K Y) T -f FIC.A, L 0 T-V V1) I&' pfp X 90 tL C:Owr. �I cowTr. i0/1 11" z, - c 1 0 0 -r ive 1� rT 0 Lo 01 FF Pl�� W I a) I LO '41 LLT 4- V211 I['-O!l I I(D Ln O cn; CD 0 20/00/0 L-55. IN. 0' 2000 P5F-. 5,1 1�; , i - - 5 01 BE Yl KII-V 0 X 6 TYPE #31 RNC L u t1 AROUND 0 f AN SPDX Y FULL.;. 0 L k "A 0 . �j 67A_E4 ur-i A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A 0 X. TYPE' +31 ANC. W1 WASHERS & NUTS, . . . . . . . . . . . z j LL 4 DASHED LINE I'N' D C A T E S 11 LINr OF FOUNORTIQN"- ­J A­42,0 FTC-4 Y L J _ I. r iL J UJARD CHECKED LWk DATE NOTED 13-1124 SHEET 1. Al I G /" 1A 0 0 *-0 J:5�,Ar cGJA V,4t Qrvlk V\t)or a Vj) �rj 1'I L A\j C:%I%k �"r 3'/%. j a Q-kk wt ljr *.,V-r 3 s WOMS r. ice-\ r,;) C.ca ( � W 0 <3 JT %I 1 0 1 # h p .,s P, 11 1 p f. t. b p to I- f 4- \-' v *- % f- lc. 3 Pi C—e- AW 01, v'% A 4e f- \�4 v 41 nf \ �C) C) rl("Ik\k V--\ S T-. 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JUL 2 1 1992 v� P G e RICHARD SKINNER ■ & ASSOCIATES ■ 4321 Roosevelt Blvd. Jacksonville, Florida 32210 904 - 387 -6710 Lic. #: AR 0013338 A R C HI T E C T Civil Engineer Structural Engineer Mechanical Engineer Electrical Engineer Landscape Architect P R O J E C T Wt �40u�?n �TLD,I�YIG ��A.GN�. rL aiZI PA -4 !bt2.33 t__f L A H, rr'r- lA t-r Date: Scale: Project No.: Vic' 1 Drawn by: P`i f9 f�- Checked by: WC,& REVISIONS: no. date description Sheet Number --A A NOT FOR CONSTRUCTION �} S t1 , J� ,h ^C,1 11` i J PAR7r OF GTOVERNMENT LOT 7/ �. or JAN i 1969 'ILLijl\ LA-IJ. 7" -1 15 5 T <1 c_ T e�= D X02 4E-:—X) 5- Z� A--7,-- /N,/,;-S; - C 7/7 -' C- c: /V T 2 C7 .,. r......+ Cr raw�sw�^ ��.: i�.+• Gf�Yf�tiw: K- M': vT��. y�..".. 7_._._; w_.^_ .�r_.�_•_::�.�::..__i..y., -�.'r .....�.... ... ^.. ,,. ._. .• - .yf..... •,�v .o I 5-q F 6eack Pue, i iICR4- ay CZ-F27 /r�✓ 7"47 TLS /S i4AX2 /NAB ^4 Y- VI S iC9N 17' &,qS UAN r 7-0 % C,- -ILd ,C;l 7-,!5,4F 4 7 2, 0 2 7 4 �L D2 /U� 5 r�17~U TES 4� p. 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' ' � -- . � / } � L__----�--- ' ' . | | C ��i of -Trk4 A �,q to - ---- ------ ,yore aim 1 APPROVED SEAN 1 Ii ,yore aim 1 APPROVED SEAN I 0 r .7 n APPROVED l i ✓�3T t x e � 1) ;20" CCDAR v 24) 15" 0 2) 24" PALM 0 ioo.o2' 0 0 4> <8> rl a FF El � 4> o � o a � 100.001 EXISTING x (mom I° 0 I. F <g> 0 i of i i�<g> �o L °L� 1 as .a2 _ . x x •x x X ...—.� . x_ e � O -� IV] W n O 0 o� 0 �] .If U It, I as .aD' 0 Coo E AN E3 0 J L.— E \/ A R L"; (r-CRMERLY MANDALAY AVE.) 50' RIGHT- OF -WAY 7 TREE LE&F.N:� 1) ;20" CCDAR v 24) 15" OAK 2) 24" PALM u, Q 25) 17" PALM 5) q" OAK tj) 26) 26" Tit CHERRY 4) 26" PALM 27) 12" PALM 5) Iq" PALM ~ 28) IT PALM 6)1 12" PALM 214) li" PALM '1) 6" CHL'RRY 30) 9" LIME CLUSTER 6)i 16" PALM 91) 15" OAK q) 118" PALM 92) I'i" PALM 10)) q" OAK 95) 16" PALM 101 q" OAK 54) 15" PALM 1211) 10" OAK 05) 17" PALM 15t) 16" PALM 96) 21 " PALM I411) b" 15AY 37) 15" PALM 240) 16" OAK 96) 14" PALM 211) 19" PALM 541) 12" PALM 2:2) 14" OAK 40) 6" CHERRY 20) 15" OAK 41) II" CHI+RRY DEC 191995 Building and Zoning 4 Vo MAP BHOWINO SURVEY OP LOT'S "f AND 9, CLOCK W, MANPALAY, AS R- WORDW IN PLAT BOOK 10, PA" II OP THE CURRENT MMLIC R&64RD9 OF DWAL COUNTY, PL. A,,vpROVE0 I HM}2BY CERTIFY TO: CHARLES W. SEARS, JR. ; ClfY (lf BEACH SWI I >r PCTAAY SCARSF COMMONWLALTH L4Na TITLC INS. iW. i EUSCHMAN, AHZRN AND FWASONS THAT THIS SURVEY MEETS THL" MINIMUM TECHNICAL. DEC STAINDARDS A5 SET FORTH SY THE PL.ORI VA BOARS? 010 1PROPKESSIONAL LANV SURVE'Y'ORS, PURSUANT By TO SECTION 412.02"! FLORIDA STATUTES AND CHAF TM 616117 -6 1mLORIDA ADMINISTRATIVE CODS. DATE : JULY $1, I'1+15 . . [� SCALE, I INCH - 0 PIMCT �'p�1A���� �99� ( • : ... • • • . ......... ....... a - v � z z � u, Q 4 - -A tj) ~ � o DEC 191995 Building and Zoning 4 Vo MAP BHOWINO SURVEY OP LOT'S "f AND 9, CLOCK W, MANPALAY, AS R- WORDW IN PLAT BOOK 10, PA" II OP THE CURRENT MMLIC R&64RD9 OF DWAL COUNTY, PL. A,,vpROVE0 I HM}2BY CERTIFY TO: CHARLES W. SEARS, JR. ; ClfY (lf BEACH SWI I >r PCTAAY SCARSF COMMONWLALTH L4Na TITLC INS. iW. i EUSCHMAN, AHZRN AND FWASONS THAT THIS SURVEY MEETS THL" MINIMUM TECHNICAL. DEC STAINDARDS A5 SET FORTH SY THE PL.ORI VA BOARS? 010 1PROPKESSIONAL LANV SURVE'Y'ORS, PURSUANT By TO SECTION 412.02"! FLORIDA STATUTES AND CHAF TM 616117 -6 1mLORIDA ADMINISTRATIVE CODS. DATE : JULY $1, I'1+15 . . [� SCALE, I INCH - 0 PIMCT �'p�1A���� �99� ( • : ... • • • . ......... ....... a a a C DEN01-E5 KALLS TO BE REMOVED I. EXISTING WINDONS TO BE REPLACED 2, EXI5TIN6 DRIVEY`WY AND k'iALKkNAY5 TO BE REMOVED. 5. EXISTING CEILING IN LR TO BE REMOVED TO LEAVE EXISTING TFU55E5 EXPOSED. 4. EXISTING BATHROOM CABINETS TO BE REMOVED. 5. EXISTING KITCHEN GABINET5 TO BE REMOVED, RECONDITIONED AND RE- IN5TALLED. 5 3 3 7 i r w n� �YL ® 11 RA W Ir -14 m 0 �n l- a- 0 0 r w p O 20' -1011 _ SEGONi�) S7CR"Y STRAP BEAM TO POST m m r � N � glass block 12 CMU COLUMN W/4 #5 BARS � SW 14' -2" 12" GMU GOLUMN W/4 #5 BARS 11=7' -1 11 •«.rrrr4 .rir..rir ...r..rww � rwr� ro+.�wns4 r.r....a.. -. 1- 511 4' -411 12° sOflOtUbe columns rr/ exposed concrete - Inlsh (typ J - µ n m I�� MTS2 -I / Lu 1� W nr�ne -_ - IL o m O If) v- vrall � sigh n n NOTES: I. EX15TIN6 WINDOWS TO BE REPLACED WITH NEW WINDOWS TO BE 5ELEG7ED BY OWNER 2. EXISTING HARDWOOD FLOORS TO BE REEINI5HED. NEW HARDWOOD TO MATCH EXI5TING. 3....�.. .:. 5V4 ........................ SHEAR WALL5 NAILED ®b" O.G. ; ON EDGES AND 12" O.G. INTERM, W/ 8d GOMM. 4. SW 3 ; SHEAR WALLS NAILED ® 3" O..G:. __ :::.. ::Z : ON EDGE5 AND 12" N ad COMM. "' Jay a p� �,� •.�;, :::. P _ .......... N R k7• r 1,: a perma 5Tane ymthetic stucco texture to s texture to BtVGGO match existing match existing conditions "� conditions EA57 ELEVA 110N texture to match existing ^F.57 E L E\ / j\ 7 I 0N conditions 3 3 X i $ i `I o I O 1 m O in w i $ i • V G1 �y � C Y tt� t A 1 i i / SOUTH ELEVATION NORTH ELEV,47I0N .1l slll ti �5 z It ........ 2 J f �24 v tt� � Ill a o A r 3 ita ' u �l / 4 n <( 17 I VD O i h H .1l slll ti �5 z It ........ 2 J f �24 f i IE X ry ry I r ROOF FRAMING FOR EXI5TINS 571;?U0TURE AND ADDITION g 5OUTH END STRAP BEAMS TO POST W/(2) 5IMP50N H6 CLIPS OPEN DECK 6 X 6 PT POST ON SIMPSON ABU 66 POST BASE 1 2 <12 T1 5ECOND STORY PORCH ROOF FRAMING (ACTUAL TRU55 LAYOUT TO BE DETERMINED BY TRUSS MANUFACTURER) Structural Notes 1. All laps in lop plate shall be a minununa of •1• and nailed a%ith 12 - 16d common nails. 2. All sheamalls shall be nailed at 33• or 6 o c as noted on all edges and 12•• o c intermediate Paula tad C01111110113 (U.O.N 2. Uluck all unsupported edges aaath 2x4 IL• misc blocking. Sltcanulls shall be 15/32" CDX or 7/16" OSB. 3 All gable ends shall be balloon framed or framed :old braced per ;attached dct;ol 4. Strap header studs to double plalc as atla I I'Pri/ I at each end of header and nail with ciglil(8) - Wd common nails (U O-N) 5 1 leader studs and header cripples should be palled lobether at 6•• o c as /16d staggctel Clip unit Io shoe plalc with one (I) TPP6 /4 clips tend nail will' eight (8) - loci common nails (U.O N) 6. All windmi and door components must %%ilhstand a 100 MPH %viod load. 7 All connectors arc SENICO or equal (U.O.N ) fY 1 m 1 Q dJ NZ 1 NZ Efl 30" x 30" x 12" CONCRETE FOOTING W/ 2 #5 BARS E.W. (TYP) 10" x 24" GONTINUOU5 FTC. W/ 3 #5 BARS 5ECOND 5TOR'T' PORCH FLOOR FRAMING DIAGRAM (ACTUAL. TRU55 LAYOUT TO BE DETERMINED BY TRU55 MANUFACTURER) 30" X 30" X 12" COWRF -TE FOOTING W/ 4 #5 BARS E.W. (TYP.) all n vi /exlstin walls 3' -4" -� E �Y 1 , tea. • r,� Zl J CV PLAN POR EXISTING Ple" 00 IN THIS AR>TA (FIELD VERIFY DIMENSIONS AND BEAFUN& I X Y � 10� I D' A a� �C FRAMI IN 15 EXISTIN& FRAMINb 30 11 x5011 x12" CONCRETE FOOTING W/ 4 #5 BARS E.W. (TYP) 8' 1 as SLAB ON &RAPE rsa+ Cula "TO-I EXISTING ELEVAT I(NI AWC t0 M&IN EXISTING STRUCTURE t02• (existing roof to be removed In this area) 4oP L EE ORIbINAL PGIJNDATI CV PLAN POR EXISTING Ple" IN THIS AR>TA (FIELD VERIFY DIMENSIONS AND BEAFUN& I X Y � 10� I D' - 8" G.M.0 FOUNDATION WALL 10" X 24" CONTINUOUS arzl&INAL FavNDATION IMN 5� CONCRETE FOOTING W/ FOR IEXISTIN& PI 2 #5 BARS CONTINUOUS IN THIS AREA (rIELO VERIFY PIM!~T IONS AND BEARIN5 COURTYARD axwnss srrn.�cTUla� JI aq J FOUNDATION AND FLOOR FRAMING GROUND LEVEL In z OL z d IL Q z Q z O Z LL LL uO� 4 Q n m u0i w Ln w 1 h t"V 'III 4 W LAI I� if ,1 NOTE: FOR CONCERETE WALK5 AND DRIVEWAY 5EE SITE PLAN �3� +`'� v�• it , � .. . -,..Ak1� z ` me O l ■ z� �Z �Z lu eon- . � jil• != al o,Q jx �o ix N011�G5 77vM Z a. 3 �< 0 d o o ° _ iuy I c; n p_ e W � oC.4 Ow- cn C4 Is �j � n K 2 E Z 'CIF V IL o- `4 d1� o .J V� z L ti J /i y► V L <� g4 - �o O C �Y IL n N U fli a L ti J /i y► V L <� g4 - �o O C Ci IL yYSP aCAM1JOii 7 YMWJW id : :e.... ' . or. .. ti Z O� �d Q— V Q � fL - �o O C Ci -� &Z n N fli a is N 4 �p sA m A n O oo NOilYl�3'f3 ?iOG f� ' tgtusDm i 2LYK Ol L � o zn ci b VS c r+ N p ti o N Ilk ; i L � ►a � ors A � V ¢ � o cn � x on . T ti 00 O _. re x re N N N yYSP aCAM1JOii 7 YMWJW id : :e.... ' . or. .. a m n Z O� �d Q— V Q � fL - �o O C Ci -� &Z n o fli t� = r is N 4 �p sA m x- n O oo NOilYl�3'f3 ?iOG f� ' tgtusDm i 2LYK Ol zn ti Ilk ; ors A ¢ x on ti _. i L1t � O /l V O � f 00 ` G `'r r+ � J J m � , tj 3 Y C C 4 N w N a a m n Z O� �d Q— V Q � fL - �o O C Ci -� &Z n o fli t� = r is N 4 �p sA m x- n O oo NOilYl�3'f3 ?iOG f� ' tgtusDm i 2LYK Ol zn ors A on ti _. V G `'r r+ � , C C 4 N N a O V ... c4 C-4 tit c`3 H =� C O N rd . 'r �/) ►! N N eq N N N N a m n Z O� �d Q— Q o m Q � fL S1 �o �m o X -� &Z n o X t� = r is N 4 �p sA m x- n n a fig x xo s 0 . O x �V O x2 0 � 4 o �- X X n � tl m� �V IL n� X o I. 1 v W OL N J v } i-- n Z O� �d Q— �o �m o X -� &Z n � X h x- n n NOilYl�3'f3 ?iOG f� tgtusDm i 2LYK Ol x �V O x2 0 � 4 o �- X X n � tl m� �V IL n� X o I. 1 v W OL N J v } i-- mi 0.. �t x9 0 x� y� A n Z O� �d Q— �m o �ju N � -� &Z mi 0.. �t x9 0 x� y� A . SEGONfl STORY PORCH NOTES: I. EXISTING ELECTRICAL TO BE. RECONDITIONED AND USED WHERE POSSIBLE 2. ALL RECESSED FIXTURES TO BE ON DIMMER SWITCHES }r 3. PROVIDE NEW 250 AMP SERVICE WP z OL �C v v u� u.i Q ui O Q O a U1 Q n 4 8 11.1 v Z 11..1 Q N AI N 11.1 .. 1.4 . ... . . .... . ...... ... . .......... ........ 1. �, GENERAL A �� N 01^ �m s (�1 Design and /or fabrication shall be in standard practices and interpretation plinth Edition RISC Steel Construction 1986 AISI Cold — Formed Steal [Design 1990 AWS D1.1 Structural Welding C, and any other- code listed within the accordance with Whirlwind's of the following codes: Manual ASD, Manual, Dde— Steel, Design Information, Minimum 2. Materials ASTM Desi gnation FY= Hot Rolled Mill Shapes A36 KSI Structural Steel Shapes A572 or A36 For Structural Steel Sheets A570 FY =50 Cold— Formed Light Cage Shapes A445 KSI Cable Bracing A475 for Steel Buildings and Bridges in the AISC Rod Bracing A36 Extra Roof and Wall Sheeting A446, A792 Strength Machine Bolts A307 and the project is released for fabrication, High Strength Bolts A325 FY =50, Anchor Bolts, (if supplied) A36 Minimum Yield FY= 4 -2 KSI FY =50 For KSI FY =50 crones see Cross Section KSI FY -55 for Steel Buildings and Bridges in the AISC KSI Extra High Strength FY -42 and the project is released for fabrication, KSI FY =50, engineering and 80 KSI F-Y =36 KSI 3, Finish Whirlwind's standard Red —Oxide shop primer meets the end performance requirements of Federal Specification - T-- P- v-636D and is intended for short term field protection from the elements. Whirlwind is not responsible for any deterioration of the shop primer paint as a result of improper applied paint and /or coatings. 4. All Des Are 2" x_ 0'-1 1 / 30 E cepl. A) Endwoll rafter splice -- 5/8" x 0' -1 112-" A325 --N 13 Endwall column to rafter connection — 5/8 "x 0'--1 1/2" A325 C Main frame connections — SEE CROSS SECTION NOTE: Washers are not supplied unless noted otherwise on drawing. 5. A325 Bolt Tight —ening Require - ments All high strength bolts are A325 unless specifically noted otherwise. All structural A325 bolts with heavy hex nuts for the Rigid Frame are to be installed using the turn —of— the —nut method specified in the "Specification for Structural Joints Using ASTM A325 or A490 Bolts" in the AISC Manual. All bolted. connections unless noted are designed as bearing type connections with bolt threads not excluded from the shear plane, -- 6, Clo�3urC Strips _Furnished F -or Roo( Application INSIDEmm -� under roof panels at eavc. W OUTSIDE --- between endwall panels and rake trim and of high side cave trim. 7. Erection Note:, All bracing shown and provided by Whirlwind for this building is required and shall be installed by the erector as a permanent part of the structure. ("Code of Standard Practice for Steel Buildings and Bridges" in the AISC Manual; Section 7.9) 8, Shortages Any clair-�7s or shortages by buyer must be made to Whirlwind within seven (7) working days after delivery, or such claims will be considered to have been waived by the customer and disallowed, 9. Misfits Claims for correction of alleged misfits will be disallowed unless Whirlwind shall have recieved prior notice thereof and allowed reasonable inspection of such misfits. Ordinary inaccuracies of shop work shall not be construed as misfits, No part of the building may be returned or charges assessed for alleged misfits without prior approval from Whirlwind. DRAWING PACKAGE FOR CUSTOMER: I)oiJALr� Co 6TV�S, OWNER: JOBSITE: �1��—�I�l� P����, FAA. I,IG. BASIC BUILDING: 3o'w,,pr,__x5�`���- �XI�'r,�l. DESIGN CRITERIA Roof Live Load Frame Live Load Dead Load Collateral Load Wind Load Building Code Exposure Importance Factor METAL. BLDG, ONLY D. Ov F_ 110 M P14 1991 . oa For buildings with mezzanine see Mezzanine Plan and /or calculations for loading For buildings with crones see Cross Section and /or calculations for loading COVERING Roof Panels — Z (/-,iA PA.iJX member screws 144' stitch screws 8. L A T� S1✓S Wall Panels — -2 c,A S�1P�R s1�arJ member screws# I a I" SDS stitch screws Arch ItectjContractor owner ResponsibIities 1. It is they responsibility of the Architect /Contractor /Owner to obtain appropricite approvals and secure necessary permits from City, County or Federal Agencies as required. 2. It is the responsibility of the Architect /Contractor /Owner to insure that Whirlwind "s plans comply with the applicable requirements of any governing building authorities. The supplying of sealed engineering data and dravwings for the metal building system does not imply or constitute an agreement that Whirlwind or its design engineers are acting as the engineer- of record or design professional for a construction project. These drawings are sealed only to certify the design of the structural components furnished by Whirlwind, 3. Whirlwindl Steel Buildings standard specifications apply unless stipulated otherwise in the Contract Documents. Whirlwind design, fabrication, quality (criteria, standards, practice, methods and tolerances shall govern the worlk any other interpretations to the contrary not withstanding. It is understood by both parties that the Architect /Contractor /Owner is responsiible for clarifications of inclusions or exclusions from the Architecitural plans and /or specifications. 4. In case of discrepancies between Whirlwind's structural steel plans and plans fo)r other trades, Whirlwind's shall govern. ("Code of Standard Practice for Steel Buildings and Bridges" in the AISC Manual; Section 3.3) 5. Approval of Whirlwind drawings and /or calculations indicates that Whirlwind has correctly interpreted the contract requirements. This approvall constitutes the Architect /Contractor /Owners acceptance of the Whirlwind design, concepts, assumptions and loading. ("Code of Standard Practice for Steel Buildings and Bridges in the AISC Manual; Section 4,2) 6. Once the! Architect /Contractor /Owner has signed Whirlwind's Approval Package and the project is released for fabrication, changes shall be blllad to the Architect /Contractor /Owner including material, engineering and other cost. An additional fee may be charged if the project must be moved from the fabrication and shipping schedule. 7. The Arch iitect /Contractor /Owner is responsible for overall project coordination. All interface, compatibiltiy and design considerations concerniing any materials not furnished by Whirlwind and Whirlwind's steel system are to be considered and coordinated by the Architect/ Contractor /Owner. Specific design criteria concerning this interface between materials must be furnished before release for fabrication or Whirlwind's assumptions will govern, 8. The Architect /Contractor /Owner is responsible for the setting of anchor bolts and erection of steel in accordance with Whirlwind's ' For Construction" drawings only, 9. Temporaryy supports, such as guys, braces, falsework, cribbing or other elements required for the erection operation shall be determined and furnished' and installed by erector, (' Code of Standard Practice for Steel Buildings and Bridges" in the AISC Manual; Section 7.9). 10.Normal erection operations include the correction of minor misfits by moderates amounts of reaming, chipping welding or cutting and the drawing (of elements into line through the use of drift pins. Errors which require major changes in member configuration are to be reported immediately to Whirlwind by the Architect /Contractor /Owner, to enable whoever is responsible either to correct the error or to approve the most efficient fond economic method of correction to be used by others. ( "Code of Standard Practice for Steel Buildings and Bridges" in the AISC Manual; Section 7.12). 11 Neither th,e fabricator nor the Architect /Contractor /Owner will cut, drill or otherwise alter their work, or the work of other trades, to accommodate other trades unless such work is clearly specified in the contract documents. Whenever such work is specified the Architect /Contractor/ Owner is responsible for furnishing complete information as to materials, size, location and number of alterations prior to preparation of shop drawings. ("Code of Standard Practice for Steel Buildings and Bridges" in the AISC Manual; Section 7,13), ENS PO IMM DEC 151992 Building and Zoning a- P p � �� o Acs+ A cs oVF� f`�,__'___ 2,.199 CUSTOMER NAME: - - i�o rJ k I.YtJ Car 1 ST C. "rte -� JOB NUMBER: 9 2o0r) CAD DRW(-,, COV1.i:)W(7, ERECTOR NOTE!! 1f' y 21< 50-0 OUT/OUT OF STEEL TYPICAL PURLIN & GIRT LAP 25--0 25-0 21t-flor LEG 2j' TOP LEG F G (CC DOWNSPOUT (TYP.) AM, LOCATION OF HOLE PB4R27087 P84R27087 mAy cWiCr PER ME OEM OF ME (TYP U N) (TYP U N) L PURL IN OR GIR f ZEE, wCf CLOSEST TO THE NO[[ 15 21' C) E u SlB4R24117 s i E4R24117 lt()I[ At CABLE (TYP.) Iwou [No Of' 'Itliffl? 10 4 DESIGNATE 21' I'LANCI I I A "Ell to No O'f� rE (OIL' rL SILG�'I(A 21 2A_ cs 12"Z V2 Lo 21" Or: cn 0 + —om 0 f 0 L= --J __-L- -------- jl---- - -- ---- j CABLE 4 S1 B4R24117 S I E34R2411 7 x PURLIN & GIRT LAPS INDICATED BY LETTER: A= NONE B= 1' -1 1 7/8 C W 2' -1 1 7/8 D = 2'— 4 3/8 E = 3'— 6 5/8 F 2'— 8 718 G= 4'— 1 1 /2 H 5'— 5 7/8 (6 BOLTS REQUIRED FOR ALL LAPS) DESIGN INFORMATION SHEETING AND TRIM DEAD LOAD: BLDG. ONLY ROOF LIVE LOAD: 20.0 PSF FRAME LIVE LOAD: TT 12.0 PSF WIND LOAD: 110.0 MPH BLDG. CODE: 19 91 sec IMPORTANCE: "Oo SKYLIGHTS COLLATERAL: 0.00 WIND DESIGN BASED ON A PSF FULLY ENCLOSED BUILDING 3' X 10' - L I L - q ROOF FRAM IG I PLAN WALKDOORS AND WINDOWS MK QTY FINISH DESCRIPTION A ~ 2 WHITE 3070 (M) WALK DOOR E 2 ALUM. 6030 HORIZ. SLIDE WINDOW *PLEASE VERIFY ROUGH OPNG. SIZE FRAMED OPENINGS MK QTY WIDTH HEIGHT OPENING FOR B 2 10-0 10-0 ROLL—UP DOOR B/O C 2 4-0 4-0 WALL FANS BY OTHERS ADDITIONAL NOTES AND ACCESSORIES REFER TO CONTRACT FOR ADDITIONAL ACCESSORY INFORMATION REV I DATE A DESCRIPTION FOR APPROVAL BY I CKD, WHRLWIND STEEL BULDN G""S "N 'Fir SHEETING AND TRIM 30' X 50' X 16' E. H, 26 GA. ROOF — SSX — CALVALUME 26 CA. WALLS - -1,AFK Spy, COLOR CUSTOMER UL-90 ROOF SYSTEM CONSTRUCTION 26 GA. TRIM — COLOR #167 INCLUDES CUTTER & DOWNSPOUTS LOCATION JACKSONVILLE, FL MK QTY SKYLIGHTS DRAWN BY D MK 8 . QTY 3' X 10' - L I L - q SCALE VENTILATORS JOB NO, DWG NO. I PLAN WALKDOORS AND WINDOWS MK QTY FINISH DESCRIPTION A ~ 2 WHITE 3070 (M) WALK DOOR E 2 ALUM. 6030 HORIZ. SLIDE WINDOW *PLEASE VERIFY ROUGH OPNG. SIZE FRAMED OPENINGS MK QTY WIDTH HEIGHT OPENING FOR B 2 10-0 10-0 ROLL—UP DOOR B/O C 2 4-0 4-0 WALL FANS BY OTHERS ADDITIONAL NOTES AND ACCESSORIES REFER TO CONTRACT FOR ADDITIONAL ACCESSORY INFORMATION REV I DATE A DESCRIPTION FOR APPROVAL BY I CKD, WHRLWIND STEEL BULDN G""S "N 'Fir SIZE 30' X 50' X 16' E. H, WELDED RIGID FRAME CUSTOMER DONALYN CONSTRUCTORS,INC. 1:12 ROOF SLOPE LOCATION JACKSONVILLE, FL — -- -------- ------ JOBSITE: NEPTUNE BEACH, FL DRAWN BY CHECKED BY DA'rE SCALE QUOTE NO. JOB NO, DWG NO. ISSUE SID I 10/31/92 NONE 920803X 920803 E - -ONE A -------- -33 VJ I�IIe] '5_3 3_9 7-0 5-3 3-9 1 25-0 PB4R27087 (TYP U N) S1B4R24117 2 25-0 P84R27087 (TYP U N) F- S1B4R24117 17 -10— 3-0 4 -2 ca SIDE FRAMING ELEVATION COL. LINE A 3 2) 1 25-0 25-0 PB4R27087 PB4R27087 (TYP U N) (TYP U N) r S1B4R24117 r- S1B4R24117 -- 4-2 3-0 17 -10 o- 5 DE FRAM NG ELEVATION COL. LINE C DEFERENCE NOTES 1. CABLES, RODS AND ANGLES ARE MARKED BY THEIR LENGTH IN FEET AND INCHES. 2. FIELD CUT OR LAP ANGLES AS REQUIRED TO FIT. 3. ENDWALL GIRTS AND SAVE STRUTS DO NOT LAP. 4. OUTSIDE FLANGES OF GIRTS TURN UP UNLESS NOTED. 5. FIELD LOCATE WINDOWS AND WALK DOORS. 6. FIELD CUT AND SELF TAP GIRTS AT WALK DOORS. 7. GIRT CLIPS ARE K--142 UNLESS NOTED. 8. USE 1/2" DIAMETER BUTTON HEAD BOLTS AT FACE OF FRAMED OPENING. 9. SEE DWG. CD - -1 FOR ENDWALL DETAILS, 10, RAKE ANGLE ATTACHES TO TOP OF PURLINS UNLESS NOTED, 1 1 . 1/2" ROUND FLAT WASHER TO BE USED FOR SLOTS IN K -106 CLIPS ONLY. 12. FIELD BOLT K -104 CLIPS TO ENDWALL COLUMNS & CORNER COLUMNS USE (2)� 5/8" X 1-3/4" A -325 BOLTS IF (2) K- -104'S ARE REQUIRED. USE (2) 5 8" X 1-1/2" A -325 BOLTS IF � ) K -104 IS REQUIRED. 13. FIELD SLOT GIRTS FOR BRACE RODS OR CABLES. 14. FIELD BOLT K-104 CLIPS TO F.O. JAMBS WITH (2) 1/2" X 1-1/4" A-325 BOLTS. 15. EAVE CLOSURE NOT REQUIRED WITH BLANKET INSULATION. 16. FIELD CUT SHEETS FOR ALL OPENINGS. 17, FLANGE BRACES ARE MARKED BY THEIR LENGTH IN FEET, INCHES, & EIGHTHS. 18. PURLIN & GIRT LAPS INDICATED BY LETTER: A = NONE B = 1'--11 7/8 C 2' -11 7/8 D = 2'-- 4 3/8 E = 3'--- 6 5/8 F = 2'- 8 7/8 G= 4'- 1 1/2 H= 5'-- 5 7/8 (6 BOLTS REQUIRED FOR ALL LAPS) i[.] 7-0 5-3 3-9 12 C ONE �- 15-0 PB6R 1 -401 4 (n'P) RAKE 1 RA1503 ANGLES B A 15-0 P86R13094 (TYP) 1 RA1503 RAKE. ANGLES 6-0 5-3 3 -9 4-0 5-0 5-0 4-0 END FRAMING ELEVATION Cfl COL. LINE 1 q B G 15-0 15-0 RAKE 1 RA1503 ANGLES 5-3 __._� 3 -9 1 RA1503 RAKE ANGLES 3-0 I 1110--0 I 2-Ol Z -0I 10-0 I 3-0 (co co END FRAMING ELEVATI O N COL. LINE 3 *PLEASE FURNISH DIMENSION 5-13 REV DATE DESCRIPTION - BY CKD. WHIRLWIND S BUILDI!\ A FOR APPROVAL � SIZE 30' X 50' X 15' E, H. WELDED RIGID F CUSTOMER DONALYN CONSTRUCTORS, INC. 1 :1 2 ROOF SL( ._ - LOCATION JACKSONVILLE, FL JOBSITE: NEPTL DRAWN BY SD CHECKED BY ��I DATE _ 10/31/92 SCALE NONE QUOTE NO, _- 920803X . JOB NO, 920503 Gs RAM )PE INE BEACH, FL - Dwc, NO ISSUE E--2 A 7-0 co - 3-9 DIAGONAL DIMENSION --- 21 —108 12 ONE SKYLT 0906 6g > > > t� PANEL 0500 1 z 4i6 - PANEL 1 405 -1 }- 6t 21 r ' N I 3 -1016 r 5-036 - 4 -1116 �f 84 8 _2 6_1 2 _CLEAR - - 1 5-0 OUT OF STEEL _TO 1 BLDG I 30-0 OUT /OUT OF STEEL -0- CROSS SECTION COLUMN LINES 2 SPLICE BOLT TABLE SPLICE NO SIZF DEPTH A 8 -03X 21 1 -3 B - 8 — 03 X 21 - - -1 —3 — COL. HOR RIGT COL. VIER 5-3 —3.7 3-9 DIAGONAL DIMENSION --- 21 —108 12 ONE SKYLT 0906 6g > > > t� PANEL 0500 1 z 4i6 - PANEL 1 405 -1 }- 6t 21 r ' N I 3 -1016 r 5-036 - 4 -1116 �f 84 8 _2 6_1 2 _CLEAR - - 1 5-0 OUT OF STEEL _TO 1 BLDG I 30-0 OUT /OUT OF STEEL -0- CROSS SECTION COLUMN LINES 2 SPLICE BOLT TABLE SPLICE NO SIZF DEPTH A 8 -03X 21 1 -3 B - 8 — 03 X 21 - - -1 —3 — REFERENCE NOTES 1. PURLINS LAP AS SHOWN ON SHEET E1 (6 BOLTS REQUIRED FOR LAPS), 2. SIDEWALL GIRTS LAP AS SHOWN ON SHEET E2 (6 BOLTS REQUIRED FOR LAPS). 3.- OUTSIDE FLANGES OF GIRTS TURN UP UNLESS NOTED. 4, ROOF MEMBER SCREWS ARE AT 12" Q.C. EAVE END LAP AND PEAK SCREWS ARE AS SHOWN, 5, WALL MEMBER SCREWS ARE AT 12" O.C. 6. ROOF STITCH SCREWS ARE AT EACH MEMBER AND TWO BETWEEN MEMBERS. (20" MAX. SPACING), 7, WALL STITCH SCREWS ARE AT EACH MEMBER AND ONE BETWEEN MEMBERS (42" MAX. SPACING). 8. SKYLIGHT STITCH SCREWS ARE AT 6" O.C. cy- J u In u, rr7 I u2 DEAD REACTIONS MEMBER LEFT _ COL. HOR LEFT COL. VER RIGT COL. HOR RIGT COL. VIER DEAD LIVE WIND LOAD LOAD LEFT WHRLMND S BULDNIGS SIZE 30' X 50' X 16' E. H. WELDED RIGID FRAME CUSTOMER DONALYN CONSTRUCTORS, INC. 1:12 ROOF SLOPE LOCATION JACKSONVILLE, FL JOBSITE: NEPTUNE BEACH, DRAWN BY CHECKED BY DATE SCALE QUOTE NO. JOB NO. F--DWG- NO. SD `5 j 10/31/92 NONE 920803Y 92080.E ONE- A IL- LIZ_ APPROVAL -- S� —3.7 —0.2 —1.2 THE REACTIONS ARE STATED IN KIPS - (1 KIP= 1000 POUNDS) THE REACTIONS SHOWN MUST ACT ON THE FRAME IN THE DIRECTION SHOWN TO MAINTAIN STABILITY. THE REACTION ON THE ANCHOR BOLT OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO THAT INDICATED BY THE TABLE. +1 f + POSITIVE REACTIONS ARE IN THE SAME DIRECTION AS THE DIAGRAM ARROWS. NEGATIVE REACTIONS ARE IN THE OPPOSITE DIRECTION TO THE ARROWS. ALL STRUCTURAL A325 BOLTS WITH HEAVY HEX NUTS FOR THE RIGID FRAME ARE TO BE INSTALLED USING THE TURN - OF --THE —NUT METHOD OUTLINED IN THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" IN THE AISC MANUAL. PURLINS: 8Z 1 4 GA. W/ 5--58 LAP GIRTS: 8Z14 GA. W/ 5 -58 LAP REV DATE DESCRIPTION BY CKD. WHRLMND S BULDNIGS SIZE 30' X 50' X 16' E. H. WELDED RIGID FRAME CUSTOMER DONALYN CONSTRUCTORS, INC. 1:12 ROOF SLOPE LOCATION JACKSONVILLE, FL JOBSITE: NEPTUNE BEACH, DRAWN BY CHECKED BY DATE SCALE QUOTE NO. JOB NO. F--DWG- NO. SD `5 j 10/31/92 NONE 920803Y 92080.E ONE- A IL- LIZ_ APPROVAL -- S� T - - -- - --- _ --- --- y. 46�ray.. Y, I= L_ ISSUE A o I li7 W CJ Z O U W W I— (n Li- O I i O O O O O r O r 1 a V) I �n REFERENCE NOTES i I CVO` T 50 _' OUT/OUT OF CONCRETE M HORIZONTAL LEG OF RECESS MUST REMAIN HORIZONTAL OR SLOPE AWAY FROM THE BLDG. It"1SULA'fION (IF REQ'D) -BASE ANGLE NAIL - IN f- FIN. FLR- SHEETING RECESS WITH INSULATION BY OTHERS ANCHOR BOLT PLAN 1. NOTCH AREA INDICATES A 1.5 INCH BY 1.5 INCH RECESS FOR METAL SHEETS. 2. ALL ANCHOR BOLTS (BY OTHERS) TO HAVE NUTS AND FLAT WASHERS. 3. REPLACE NUTS AND WASHERS ON ALL ANCHOR BOLTS AFTER REMOVAL OF FOUNDATION FORMS. 4, WHIRLWIND IS RESPONSIBLE FOR THE DESIGN OF THE ANCHOR BOLT TO PERMIT THE -TRANSFER OF FORCES BETWEEN THE BASE PLATE AND THE ANCHOR BOLT IN SHEAR, BEARING AND TENSION, BUT IS NOT RESPONSIBLE FOR THE TRANSFER OF ANCHOR BOLT FORCES TO THE CONCRETE OR THE ADEQUACY OF THE ANCHOR BOLT IN RELATION TO THE CONCRETE. ("1986 LOW RISE BUILDING SYSTEMS MANUAL", SECTION A10) AI' A Ll 11 ALL BASE PLATES ARE AT FINISH FLOOR ELEVATION. NO PROVISIONS ARE MADE FOR GROUT. 1 1/2" 91 3 1/2" 5/8" DIA. A.BOLT - FIN FLOOR ® ® - /2" a• n d d TYP. SECTION 9 OVERHEAD & R- OLL -UP DOOR (8" JAMB) RECESS BEYOND FIN. FLR. I I d " • d• d TYP. SECTION @ WALK DOOR ft LU p' DNIGS RIGID FRAME OOF SLOPE NEPTUNE BEACH, FL. NO, DWG NO. ISSUE 03 F--ONE A ANCHOR BOLT SCHEDULE -PROJ RED/ DATE DESCRIPPION BY CKD. WHRLWIND S B U I L_ A " "`�z - - FOR APPROVAL S W- SYMBOL QUANTITY SIZE -_ LENGTH A B C + 8 Ol 8 2 6 2 13 -- -- - _ SIZE 30' X 50' X 16' E. H. WELDED - - -- 05 m _ - -- 1 -6 -_ -_ - -- 21 _ 1� 31 z 3 _ 2 � C H 0 R BOLT DETAIL G y B CUSTOMER DONALYN CONSTRUCTORS, INC. 1:12 R - - - - + 2 03 0 1-9 3 1-6 — 3 2 2 LOCATION JACKSONVILLE, FL JOBSITE DRAWN BY SD CHECKED BY DATE SCALE NONE QUOTE NO. 9208037 JOB 9208 ft LU p' DNIGS RIGID FRAME OOF SLOPE NEPTUNE BEACH, FL. NO, DWG NO. ISSUE 03 F--ONE A 9 ft LU p' DNIGS RIGID FRAME OOF SLOPE NEPTUNE BEACH, FL. NO, DWG NO. ISSUE 03 F--ONE A GUARDRAIL POSTS, TYP DCkA0 r' erW _K11Kir Akin QTMQ I LI\V V Ll1 I VJI J, TYPICAL. DEMOLTON FRST GENERAL.._ NOTES: 1. SEE SHEET A--- -2 FOR FURTHER INFORMATION. DORMER \ REMOVE PORTI OF 2. ALL EXISTING WINDOWS SHALL BE WALL TO OPEN REMOVED EXCEPT DORMER WINDOW. DORMER TO SECOND FLOOR INTERIOR BEDROOM 2 r , BEDROOM 3, REMOVE FRAMING,16 EXPOSE CHIMNEY, RE?OINT MORTAR , AS NECE�ARY , r' REMOVE EXISTING PULL DOWN STAIR I I I I I M I I I REMOVE WOOD STEPS I I I I � I I REMOVPQOD SUBFLOOR FOR INSTAL` JION OF NEW JOISTS ,AND Br�RMS. i qu REMOVE PORTION OF EXISTING ROOF FOR NEW DORMER. TEMPORARILY SHORE EXISTING FRAMING 10 SUPPORT ROOF. ROOF ' BELOW GUARDRAIL POSTS, TYPICAL REMOVE LATTICE GUARDRAIL AND GUARDRAIL POSTS FOR RE -USE - SEE A -2. r r i ROOF BELOW REMOVE EXISTING 2ND FLOOR FRAMING HERE FOR NEW STAIRS BALCONY REMOVE BALCONY AND SUPPORTING POSTS REMOVE EXISTING THRU WALL A.C. UNIT FILE COPY f ILE copy APPROVED CITY OF ATLA , t i�, E, �Cll BUILDING Or"FI .E IJUL �'6 ZUU5 Bp. k FLOOR PLAN- DEMOLITION SECOND FLOOR PLAN 32_,Z (o c-, 1, REVISIONS NO. DATE NOTES C3 cl ou RENOVATION AND DORMER ADDITON TO: 322 6th STREET ATLANTIC BEACH FLORIDA OWNER: PETER LITSKY CONTRACTOR: FERGUSON BUILDERS MACtS( A.J.J M�uJ� -R SUBMITTED FOR PERMIT DATE: 27 DUNE, 2005 SHEET TITLE DEMOLITION PLANS SCALE: 1/4' -1' -0' UNLESS NOTED OTHERWISE SHEET w N N I Wind Loads: 1) Loads are based on ASCE 7--98 wind load criteria. 2) Basic Wind Speed, 3 second gust ........................ 120MPH 3) Hurricane Prone Region ......... ............................... YES 4) Windborne Debris Region , ....... 4 ............ 14 ...... 4....... YES 5) Classification Category ............ ............................... II 6) Importance Factor ..................... ............................1.0 7) Internal Pressure Coefficient ..... ............................... + 0.55 8) MWFRS Exposure ................. ............................... C NEW STEPS — 2 —� TREADS © 12 ", 3 RISERS ® 6 112"+1- EXISTING 2' -0" H WALL (PORCH LESS THAN 30" ABOVE GRADE) RE —USE EXISTING LATTICE GUARDRAIL AND POSTS CUT PERGOLA POSTS TO MATCH GUARDRAIL POSTS NSW FIRST FLOOR PLAN STRUCTURAL NOTES: F 1-1 2- 1Y4x11Y4 LVL'S (MICROLAM BY TRUSS JOIST McMILLAN) GIRDER TO PICK UP CEILING /ATTIC FRAMING. SHORE EXISTING JOIST TO CUT OUT SPACE TO INSTALL LVL'S. SEE DETAIL A /A2. PROVIDE 2 SIMPSON LPC4 POST CAPS EACH END. SUPPORT GIRDER ON 2 WALL STUDS (MIN.) EACH END. WALL STUDS TO BEAR ON SOLID FOUNDATION, PROVIDE 2 -2x4 FULL HEIGHT WALL STUDS NAIL TO EACH SIDE EXISTING WALL STUDS WITH 12d NAILS 0 12" O.C. EACH FACE, CUT EXISTING PLATE AS REQ'D TO INSTALL 20's IN ONE PIECE FROM 1st FLOOR TO ROOF. PROVIDE SIMPSON A34 FRAMING ANGLE EACH END OF NEW WALL STUDS. NAIL STAIR LEDGER TO EACH WALL STUD (NEW & EXISTING) WITH 2 -16d NAILS. TYPICAL FLOOR CONSTRUCTION PROVIDE NEW 2x8 FLOOR JOIST 0 16" O.C., NAIL TO EXISTING JOIST WITH 12d NAILS 0 12" O.C. EACH FACE. PROVIDE DOUBLE JOIST UNDER ALL WALL PARALLEL TO FLOOR JOIST. 4 2 -1Y4x7Y LVL FLOOR GIRDER TO PICK UP EXISTING FRAMING AT STAIR (SEE NOTE #1 ABOVE FOR ADDITIONAL REQUIREMENTS). IflPROVIDE DOUBLE 26 HEADER & JOIST TO FRAME OPENING AT STAIR. F 6-1 ADD NEW RAFTER TO MATCH EXISTING EACH SIDE FOR EACH EXISTING RAFTER REMOVED. NAIL TO EXISTING RAFTER WITH 12d NAILS 0 12" O.C. EACH FACE. PROVIDE 2 -26 HEADER TO PICK UP EXISTING RAFTERS WITH SIMPSON LUS26 -2 FACE MOUNT HANGER EACH END. 7 2x4 STUD WALL FOR DORMER ROOF SUPPORT, BEAR ON FLOOR FRAMING, PROVIDE STUD PLATE TIES (SP4) TOP & BOTTOM. ATTACH BOTTOM PLATE TO FLOOR JOIST WITH LTS12 0 32" O.C. 2- 1Y4 "x11Y4" LVL RIDGE BEAMS W /3 —HTS20 TWIST STRAPS EA. END. 2 -2x8 HEADER W/ 2 —MTS12 STRAP TIES EA. END. 10 2--1 Y4 "x,%" LVL's VALLEY BEAM W/ 2 —LTS12 EA. END, 11 2- 1Y4 %, %" LVL PICK —UP RAFTER W/ MTS12 EA. END. SIMPSON FACE MOUNT LU24 FOR 2x4 LU26 FOR 2x6 & 2x8 PLYWOOD SUBFLOOR EXIST, OR NEW 2x JOIST ,4xl1Y4 LVL'S DETAIL r SCALE. Y4 " =1' —O" A2 ADD BLOCKING AS REQ'D FOR TOP FLANGE HANCE` EXIST. FRAMING VEW 2x JOIST 0 16" Q.C. j,.APSON TOP FLANGE HANGER LB26 FOR 2x6 LB28 FOR 2x8 D ETAI L B SCALE: 4" =1' -0" A2 EQUAL DENOTES WALL OR PORTION -0 BE ADDED ARCHITECTURAL NOTES: 1. CONTRACTOR SHALL CONFIRM EXISTING DIMENSIONS AFTER LEVELLING OF HOUSE. EXISTING MEASURED FLOOR TO FLOOR HEIGHT = 9'-6 ". EXISTING CEILING HEIGHT AT LIBRARY (NEW FOYER) = 8' -7" (PRIOR TO LEVELLING). 2. DIMENSIONS ARE FROM FACE OF FRAMING UNLESS OTHERWISE NOTED. 3. INSULATE WALLS MIN. R -11, CEILINGS MIN. R -19. INSULATE UNUSED ATTIC SPACES AND BETWEEN ROOF RAFTERS WITH ICYNENE. 4. SOUND INSULATE AROUND BATHROOM AND BEDROOM WALLS AND ENTIRE FIRST FLOOR CEILING WITH ICYNENE. ISOLATE PLUMBING WASTE FROM "HAMMER" VIBRATION. 4, MATCH EXISTING CASING FOR NEW DOORS AND WINDOWS. SIZES GIVEN ARE SASH TO SASH. CONTRACTOR SHALL MEASURE FRAME OPENINGS OF EXISTING WINDOWS /DOORS TO BE REPLACED TO CONFIRM SIZES PRIOR TO ORDERING, FLASH PER MANUFACTURER RECOMMENDATIONS. 5. NEW ELECTRICAL PANEL, ELECTRICAL CONTRACTOR SHALL RECOMMEND AMPERAGE BASED ON NEW APPLIANCE /WATER HEATER /CONDITIONING /OUTLET /LIGHTING LOADS, 6, AVOID DIRECT CONTACT WITH DISSIMILAR METALS WHEN PROVIDING NEW FLASHING /DRIP EDGES AGAINST EXISTING TO AVOID GALVANIC CORROSION, ROOF BELOW , DORMER 1 I I 4 .91 SF height 4' -6" r I I I CHILD'S BEDROOM NEW HVAC UNIT WITH DUCTED SUPPLY AND RETURN BY MECHANICAL CONTRACTOR fW 2'-6 "W -8 "H D00 BUILT IN , I STORAGEI -6 X BATH IT, DOOR 1 __._3 CLEAR EQUAL NO. DATE NOTES NEW 2' -6 x,, -� 5.5 SINK � DOORORS, . MATER BAfiH ��,, -5 - s0;, 1 O ), I I I I EXPOSED 13 C] 0o nn o❑ RENOVATION AND DORMER ADDITON TO: 322 6th STREET ATLANTIC BEACH FLORIDA AL � 4 i >* 1 +�� dri►n .. � r,a . ILT I 1 BRICK SUBMITTED FOR PERMIT DATE: 27 JUNE, 2005 height 4'4' CHIMNEY FILL ATTIC SPACES AND BETWEEN RAFTERS AND CEILING WITH ICYNENE INSULATION, TYPICAL TRANSLUCENT GLASS WALL WITH WOOD FRAME ROOF BELOW 7 E 2' - W x OOR I I -- -3,46„ NEW 2 -6 "W x 6' -8 "H DOOR I I 1 I I I I q� l �I i I �I g E I ul Qf �I MASTER BEDROOM I I NEW SECOND 3 4" Olet BUILT STORAGE II EQUAL MAS��,P,\ CLOSE I I 10 ih EQUAL GUILT IN STORAGE II III Illheight 4-6 7 141 13' -6" CLEAR EQUAL SEE BUILDING SECTION FOR WINDOW SHAPES T DORMER SIDES ROOF BELOW L 2'- 2 'Wx2' -2 "H CASEMENT OR FIXED AS SHOWN, TYPICAL. SEE A -3 ALSO FOR WINDOW ELEVATIONS. NEW DORMER ALIGNS WITH SOUTH EXTERIOR WALL FLOOR PLAN EQUAL REVISIONS NO. DATE NOTES 13 C] 0o nn o❑ RENOVATION AND DORMER ADDITON TO: 322 6th STREET ATLANTIC BEACH FLORIDA AL � 4 i >* 1 +�� dri►n .. � r,a . OWNER: PETER LITSKY CONTRACTOR: FERGUSON BUILDERS SUBMITTED FOR PERMIT DATE: 27 JUNE, 2005 SHEET TITLE NEW PLANS & DETAILS SCALE: 1/4 * -1' -0" UNLESS NOTED OTHERWISE SHEET FOUNDATION WALL AND PIERS RE- POINTED AND ADDED BY HYGEMA CONTRACTORS - COMPLETED. WINDOW IN STAIRWELL EXISTING DORMER IN FOREGROUND ------------- - — — — — — — — rl - - — — — — — � � II NEW DORMER 2x6 RAFTERS @ 1' -4" O.C. W/ LTS12 0 OVERHANG & A35 0 RIDGE EXISTING ROOF 8" 1 4 3/4 : 12 -4 6' -0" MASTER 5' -8 BEDROOM -- — — — — — — — - I� SHOWER BATH �l21 SCREENED PORCH �__7 v8. 3 4/4" 1 1/2" SQUARE WOOD PICKETS WITH 3 "X3" NEWEL POSTS WITH 1 1/2" X 4" X 4" CAP. HANDRAIL MOULDING WITH 1X3 APRON. PAINTED, J � J MAC HIDDEN BAT DOOR BU LD NG SECTION CLOSET KITCHEN NTERIOR ELEVATIONS DINING WINDOWS LIVING /LIBRARY LIVING KITCHEN /BATH DEN /BREAKFAST STAIR HALL MASTER MASTER BEDROOM 3' -O "W x S -4" 3' -6 "W x 5' -0 "H 2' -5" Wx 5' -0 "H 2' -0 "W x 3' -4 "H 2' -6 "W x 5' -0 "H PAIR 1' -8"W x 4' -6 "H CLOSET /STAIR 2' -2"'W x 2' -2 "H CASEMENT DOUBLE HUNG DOUBLE HUNG CASEMENT CASEMENT "FRENCH" CASEMENTS 1' -8 "W x CASEMENT /FIXED NO CENTER POST V -8 "H FIXED ❑�❑ DED ME] 11 /r f T SEE FLOOR 7� ❑ � ❑ � ❑ PLAN FOR TYPICAL SWING FINISH FLOOR FIRST FLOOR WINDOWS WINDOW ELEVATIONS TYPES MASTER BATH/ CHILDS ROOM 2' -2 "W x 5' -0 "H CASEMENT EIEI O i l . ❑ ❑❑ � ----------- ❑❑ ❑ ❑ El ❑� Pe F-1 4�F S( ❑ z H ❑H 'All 8 SEE FLOOR ❑❑ [00 PLAN /ELEVATION FOR SWING SEE FLOOR SAME PANE SAME PANE PLAN FOR SWING SIZE SIZE SECOND FLOOR WINDOWS CONTRACTOR NOTES: NO. 1. PROVIDE AN ALLOWANCE FOR KITCHEN AND MASTER CLOSET CABINETRY BASED ON HIGH END SEMI - CUSTOM MANUFACTURER. CUSTOM CABINETRY INCLUDES MASTER BATH, CHILD'S BATH STORAGE. AT 1ST FLOOR LINENS PROVIDE 5 PAINTED SHELVES. AT CHILD'S CLOSET AND 1ST FLOOR BATH PROVIDE ROD AND SHELF (PTD.).ED 2. PROVIDE AN ALLOWANCE FOR KITCHEN APPLIANCES BASED ON HIGH END MANUFACTURER IN STAINLESS STEEL FINISH, APPLIANCES TO INCLUDE 5'W COUNTER DEPTH REFRIGERATOR WITH WATER DISPENSER /ICE MAKER, 24 "W DISHWASHER, SW STOVE, DECORATIVE VENT HOOD, 24 "VN UNDERCOUNTER WINE REFRIGERATOR. 1 PLUMBING FIXTURES AND FITTINGS TO BE SELECTED BY OWNER, PROVIDE AN ALLOWANCE BASED ON NUMBER OF FIXTURES AND HIIGH END MANUFACTURER, 4. NEW WINDOWS AND DOORS SHALL BE PELLA ARCHITECTURAL SERIES, WOOD SHALL BE PRIMED, COORDINATE FRAME OPENING SIZES WITH MANUFACTURER. INTENT ON FIRST FLOOR IS TO MATCH EXISTING HEAD HEIGHTS FOR INTERIOR AND EXTERIOR DOORS AND WINDOWS. 5. 2ND FLOOR FINISH FLOORING TO BE 2 1/4" OAK TO MATCH EXISTING AT FIRST FLOOR. 6. INTERIOR AND EXTERIOR CASING SHALL MATCH EXISTING. 7. NEW SIDING SHALL MATCH EXISTING. LAP ADJACENT JOINTS SO NO SEAM IS EVIDENT WHERE RE- FRAMING OPENINGS, 8. STAIR TREADS SHALL BE OAK TO MATCH EXISTING FLOOR. RISERS SHALL BE PAINTED WOOD. 9. PLUMBING CONTRACTOR SHALL SUBMIT PROPOSED RISER DIAGRAM. 10. HVAC CONTRACTOR SHALL SUBMIT PROPOSED DUCTING LAYOUT FOR SECOND FLOOR. DOUBLE 2X4 TOP PLATE FLASH CHIMNEY /DORMER ROOF INSTERSECTION WITH MINIMUM OVERLAP 8" HORIZ. & VERT. MATCH EXISTING ROOFING MATERIALS AND UNDERLAYMENT. 3/4" PLYWOOD SHEATHING 7 T,O,PLATE 3' -0" CONTINUOUS DRIP T.O. P LA1 E 2 x 8 FASCIA TO MATCH 6'- 'Y2 EXISTING CONTINUOUS SILL---___� NEW SIDING AT DORMER TO 2nd FLOOR SUBFLOOR MATCH EXISTING EXISTING SHED ROOF OVER EXTERIOR WOOD DECK ❑ GLASS OR W000 PANEL 3 - 2X12 STRINGER LE___j�a SEE FLOOR PLAN /ELEVATION FOR SWING TYPICAL INTERIOR DOOR 3/4" WOOD FAN SF FLOORING ON PLY) TREADS AND RISEF KICKER PLATE 2x6 LEDGER AND FRAMING 16" O.C. FOR LANDING 20 FRAMING FOR LANDIN( INSECT SCREEN - EMBED IN MORTAR EXTEND CHIMNEY IF NECESSARY TO MEET CODE. CONSULT FLASH AT ALL INTERSECTIONS OF CHIMNEY /FIREPLACE CONTRACTOR FOR ANY FIREPLACE OPENING DORMER TO EXISTING ROOF WITH MODIFICATION NECESSARY TO ENSURE CORRECT DRAFT. MINIMUM OVERLAP 12 ". SEAL WITH GRACE ICE AND WATER SHIELD. AT MATCH DESIGN AND PROPORTION OF DORMER WALL /EXISTING ROOF CRICKET EXISTING DECORATIVE BRACKETS, TYPICAL OF ABUTMENT, SEAL TO BOTTOM OF 3 NEW BRACKETS WINDOW FRAMES. 8 � NEW GABLE DORMER SLOPE 'z�31/2:12 +/- __ 2ND FLOOR CEILING Mimi 011 Ell I Mimi Ell I Li 1AFA 10101 Elm MIN ME SEMI Mimi 1 FLOOR FINISH FLOOR I moll mmillm oil,, 11 i FLOOR CEILING EXISTING EAVE, RE-USE RAFFER TAILS TO CREATE SHED ROOF FOR NEW DOOR ■�■ i �i, ■ Ili e'i, '■ ■` g■ ■0 --IFIRST FLOOR FINISH FLOOR RAISE EXISTING LOWER DECK TO LEVEL OF UPPER, -� DECK NOTE: ALL WINDOWS AND DOORS SHOWN ON THIS ELEVATION ARE NEW. REAR ELEVATION. STA R SECTION � SCALE: %4 ° =1' -0" --E REVISIONS NO. DATE NOTES nn OQ nn nn RENOVATION AND DORMER ADDITON TO: 322 6th STREET ATLANTIC BEACH FLORIDA F mo t "s :,�• � NJ % - z 'S, so****** OWNER: PETER LITSKY CONTRACTOR: FERGUSON BUILDERS SUBMITTED FOR PERMIT DATE: 27 JUNE, 2005 SHEET TITLE SECTION, ELEVATION & DETAILS SCALE: 1/4 " -1' -0" UNLESS NOTED OTHERWISE SHEET A amem 3 Wind Loads: 1) Loads are based on ASCE 7--98 wind load criteria. 2) Basic Wind Speed, 3 second gust ........................ 120MPH 3) Hurricane Prone Region ......... ............................... YES 4) Windborne Debris Region , ....... 4 ............ 14 ...... 4....... YES 5) Classification Category ............ ............................... II 6) Importance Factor ..................... ............................1.0 7) Internal Pressure Coefficient ..... ............................... + 0.55 8) MWFRS Exposure ................. ............................... C NEW STEPS — 2 —� TREADS © 12 ", 3 RISERS ® 6 112"+1- EXISTING 2' -0" H WALL (PORCH LESS THAN 30" ABOVE GRADE) RE —USE EXISTING LATTICE GUARDRAIL AND POSTS CUT PERGOLA POSTS TO MATCH GUARDRAIL POSTS NSW FIRST FLOOR PLAN STRUCTURAL NOTES: F 1-1 2- 1Y4x11Y4 LVL'S (MICROLAM BY TRUSS JOIST McMILLAN) GIRDER TO PICK UP CEILING /ATTIC FRAMING. SHORE EXISTING JOIST TO CUT OUT SPACE TO INSTALL LVL'S. SEE DETAIL A /A2. PROVIDE 2 SIMPSON LPC4 POST CAPS EACH END. SUPPORT GIRDER ON 2 WALL STUDS (MIN.) EACH END. WALL STUDS TO BEAR ON SOLID FOUNDATION, PROVIDE 2 -2x4 FULL HEIGHT WALL STUDS NAIL TO EACH SIDE EXISTING WALL STUDS WITH 12d NAILS 0 12" O.C. EACH FACE, CUT EXISTING PLATE AS REQ'D TO INSTALL 20's IN ONE PIECE FROM 1st FLOOR TO ROOF. PROVIDE SIMPSON A34 FRAMING ANGLE EACH END OF NEW WALL STUDS. NAIL STAIR LEDGER TO EACH WALL STUD (NEW & EXISTING) WITH 2 -16d NAILS. TYPICAL FLOOR CONSTRUCTION PROVIDE NEW 2x8 FLOOR JOIST 0 16" O.C., NAIL TO EXISTING JOIST WITH 12d NAILS 0 12" O.C. EACH FACE. PROVIDE DOUBLE JOIST UNDER ALL WALL PARALLEL TO FLOOR JOIST. 4 2 -1Y4x7Y LVL FLOOR GIRDER TO PICK UP EXISTING FRAMING AT STAIR (SEE NOTE #1 ABOVE FOR ADDITIONAL REQUIREMENTS). IflPROVIDE DOUBLE 26 HEADER & JOIST TO FRAME OPENING AT STAIR. F 6-1 ADD NEW RAFTER TO MATCH EXISTING EACH SIDE FOR EACH EXISTING RAFTER REMOVED. NAIL TO EXISTING RAFTER WITH 12d NAILS 0 12" O.C. EACH FACE. PROVIDE 2 -26 HEADER TO PICK UP EXISTING RAFTERS WITH SIMPSON LUS26 -2 FACE MOUNT HANGER EACH END. 7 2x4 STUD WALL FOR DORMER ROOF SUPPORT, BEAR ON FLOOR FRAMING, PROVIDE STUD PLATE TIES (SP4) TOP & BOTTOM. ATTACH BOTTOM PLATE TO FLOOR JOIST WITH LTS12 0 32" O.C. 2- 1Y4 "x11Y4" LVL RIDGE BEAMS W /3 —HTS20 TWIST STRAPS EA. END. 2 -2x8 HEADER W/ 2 —MTS12 STRAP TIES EA. END. 10 2--1 Y4 "x,%" LVL's VALLEY BEAM W/ 2 —LTS12 EA. END, 11 2- 1Y4 %, %" LVL PICK —UP RAFTER W/ MTS12 EA. END. SIMPSON FACE MOUNT LU24 FOR 2x4 LU26 FOR 2x6 & 2x8 PLYWOOD SUBFLOOR EXIST, OR NEW 2x JOIST ,4xl1Y4 LVL'S DETAIL r SCALE. Y4 " =1' —O" A2 ADD BLOCKING AS REQ'D FOR TOP FLANGE HANCE` EXIST. FRAMING VEW 2x JOIST 0 16" Q.C. j,.APSON TOP FLANGE HANGER LB26 FOR 2x6 LB28 FOR 2x8 D ETAI L B SCALE: 4" =1' -0" A2 EQUAL DENOTES WALL OR PORTION -0 BE ADDED ARCHITECTURAL NOTES: 1. CONTRACTOR SHALL CONFIRM EXISTING DIMENSIONS AFTER LEVELLING OF HOUSE. EXISTING MEASURED FLOOR TO FLOOR HEIGHT = 9'-6 ". EXISTING CEILING HEIGHT AT LIBRARY (NEW FOYER) = 8' -7" (PRIOR TO LEVELLING). 2. DIMENSIONS ARE FROM FACE OF FRAMING UNLESS OTHERWISE NOTED. 3. INSULATE WALLS MIN. R -11, CEILINGS MIN. R -19. INSULATE UNUSED ATTIC SPACES AND BETWEEN ROOF RAFTERS WITH ICYNENE. 4. SOUND INSULATE AROUND BATHROOM AND BEDROOM WALLS AND ENTIRE FIRST FLOOR CEILING WITH ICYNENE. ISOLATE PLUMBING WASTE FROM "HAMMER" VIBRATION. 4, MATCH EXISTING CASING FOR NEW DOORS AND WINDOWS. SIZES GIVEN ARE SASH TO SASH. CONTRACTOR SHALL MEASURE FRAME OPENINGS OF EXISTING WINDOWS /DOORS TO BE REPLACED TO CONFIRM SIZES PRIOR TO ORDERING, FLASH PER MANUFACTURER RECOMMENDATIONS. 5. NEW ELECTRICAL PANEL, ELECTRICAL CONTRACTOR SHALL RECOMMEND AMPERAGE BASED ON NEW APPLIANCE /WATER HEATER /CONDITIONING /OUTLET /LIGHTING LOADS, 6, AVOID DIRECT CONTACT WITH DISSIMILAR METALS WHEN PROVIDING NEW FLASHING /DRIP EDGES AGAINST EXISTING TO AVOID GALVANIC CORROSION, ROOF BELOW , DORMER 1 I I 4 .91 SF height 4' -6" r I I I CHILD'S BEDROOM NEW HVAC UNIT WITH DUCTED SUPPLY AND RETURN BY MECHANICAL CONTRACTOR fW 2'-6 "W -8 "H D00 BUILT IN , I STORAGEI -6 X BATH IT, DOOR 1 __._3 CLEAR EQUAL NO. DATE NOTES NEW 2' -6 x,, -� 5.5 SINK � DOORORS, . MATER BAfiH ��,, -5 - s0;, 1 O ), I I I I EXPOSED 13 C] 0o nn o❑ RENOVATION AND DORMER ADDITON TO: 322 6th STREET ATLANTIC BEACH FLORIDA AL � 4 i >* 1 +�� dri►n .. � r,a . ILT I 1 BRICK SUBMITTED FOR PERMIT DATE: 27 JUNE, 2005 height 4'4' CHIMNEY FILL ATTIC SPACES AND BETWEEN RAFTERS AND CEILING WITH ICYNENE INSULATION, TYPICAL TRANSLUCENT GLASS WALL WITH WOOD FRAME ROOF BELOW 7 E 2' - W x OOR I I -- -3,46„ NEW 2 -6 "W x 6' -8 "H DOOR I I 1 I I I I q� l �I i I �I g E I ul Qf �I MASTER BEDROOM I I NEW SECOND 3 4" Olet BUILT STORAGE II EQUAL MAS��,P,\ CLOSE I I 10 ih EQUAL GUILT IN STORAGE II III Illheight 4-6 7 141 13' -6" CLEAR EQUAL SEE BUILDING SECTION FOR WINDOW SHAPES T DORMER SIDES ROOF BELOW L 2'- 2 'Wx2' -2 "H CASEMENT OR FIXED AS SHOWN, TYPICAL. SEE A -3 ALSO FOR WINDOW ELEVATIONS. NEW DORMER ALIGNS WITH SOUTH EXTERIOR WALL FLOOR PLAN EQUAL REVISIONS NO. DATE NOTES 13 C] 0o nn o❑ RENOVATION AND DORMER ADDITON TO: 322 6th STREET ATLANTIC BEACH FLORIDA AL � 4 i >* 1 +�� dri►n .. � r,a . OWNER: PETER LITSKY CONTRACTOR: FERGUSON BUILDERS SUBMITTED FOR PERMIT DATE: 27 JUNE, 2005 SHEET TITLE NEW PLANS & DETAILS SCALE: 1/4 * -1' -0" UNLESS NOTED OTHERWISE SHEET GUARDRAIL POSTS, TYP DCkA0 r' erW _K11Kir Akin QTMQ I LI\V V Ll1 I VJI J, TYPICAL. DEMOLTON FRST GENERAL.._ NOTES: 1. SEE SHEET A--- -2 FOR FURTHER INFORMATION. DORMER \ REMOVE PORTI OF 2. ALL EXISTING WINDOWS SHALL BE WALL TO OPEN REMOVED EXCEPT DORMER WINDOW. DORMER TO SECOND FLOOR INTERIOR BEDROOM 2 r , BEDROOM 3, REMOVE FRAMING,16 EXPOSE CHIMNEY, RE?OINT MORTAR , AS NECE�ARY , r' REMOVE EXISTING PULL DOWN STAIR I I I I I M I I I REMOVE WOOD STEPS I I I I � I I REMOVPQOD SUBFLOOR FOR INSTAL` JION OF NEW JOISTS ,AND Br�RMS. i qu REMOVE PORTION OF EXISTING ROOF FOR NEW DORMER. TEMPORARILY SHORE EXISTING FRAMING 10 SUPPORT ROOF. ROOF ' BELOW GUARDRAIL POSTS, TYPICAL REMOVE LATTICE GUARDRAIL AND GUARDRAIL POSTS FOR RE -USE - SEE A -2. r r i ROOF BELOW REMOVE EXISTING 2ND FLOOR FRAMING HERE FOR NEW STAIRS BALCONY REMOVE BALCONY AND SUPPORTING POSTS REMOVE EXISTING THRU WALL A.C. UNIT FILE COPY f ILE copy APPROVED CITY OF ATLA , t i�, E, �Cll BUILDING Or"FI .E IJUL �'6 ZUU5 Bp. k FLOOR PLAN- DEMOLITION SECOND FLOOR PLAN 32_,Z (o c-, 1, REVISIONS NO. DATE NOTES C3 cl ou RENOVATION AND DORMER ADDITON TO: 322 6th STREET ATLANTIC BEACH FLORIDA OWNER: PETER LITSKY CONTRACTOR: FERGUSON BUILDERS MACtS( A.J.J M�uJ� -R SUBMITTED FOR PERMIT DATE: 27 DUNE, 2005 SHEET TITLE DEMOLITION PLANS SCALE: 1/4' -1' -0' UNLESS NOTED OTHERWISE SHEET w N N I PLANS REVIEW CHECK LIST Address _Ly?�?"� _Ls�JJ K,( __Owner -- X- --v,-- -�,- -Z 6 < - - -- Legal Description_ Z 4; Contractor _ -y`�'� �� ----- _ -___- License Number _1L)ASr_ - - - -- License on File ES NO Section 24 -101 * Zoning Regulations Zoning District__ - LN,­2 ! ___ Proposed Use___ -�- Required Lot Size______ Setbacks Required Provided front rear -------- side -1 side -2 ____ --- ________ Max. Height Allowed___!____ Section 24_82 * Minimum Lot Coverage Required Heated Area ________ Section 24 -161 * Offstreet Parking Number Spaces Required_______ Section 24-82 * Duolicate Buildings Actual Lot Size Section 24_17 CORNER LOT INTERIOR LOT Flood Zone Required Elevation________ Proposed Height_ _�� Proposed AreajQ4 2-!___ Spaces Provided - - -- Is there a similar building within 500' of proposed building ?YES NO Utilities Water and sewer service is to be provided by: Buccaneer Utilities City of Atlantic Beach Utilities Private Source SEPTIC TANK WE Plans Reviewed by • Date--2 Z-2'1 ------- Building Permit #__,j, i�1 `_ ISSUED DENIED CITY OF A'T'LANTIC BEACH l APPLICATION TO MAKE ADDITIONS OR ALTERATIONS G Owner (�.�.�ifr �1DI�S _Address 13� p/hLK %l�tt�A� v. Phone 7. Z Architect Address Phone ContractorF4�1 /XC_Address X731 ��'__„fglj�✓f 1�i'� - Contractors License /Certification Numbers e eGD 7-zo91 Expiration Date �l�l/N�_ D� & -R Property Address 4L!r RCj=d&;if zoning Lot # Blcok or Unit # Subdivision Valuation of Construction $oed Type of Construction, &¢�,j _ f,_._ Describe Work to be Performed I&A& . tD S� rW e A0,9 Materials to be Used &1,0,dD Present Use of Building_1DVf`'� Proposed Use of Building Flood Zone aly Dimensions of New Area: Q �� H� JUL. 2 u 1988 C&RAM OR STORAGE Building and Zoning CARPORT PORCH �D'r DEM --- PATIO YES NO NUMBER Will there be an increase in number :of- units? Will there be a decrease in number of units ?_ Any additional plumbing fixtures?( Any new fireplaces? 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BOATWFlIG16 , L.;;. !KALE: /,• 12o E 1AWN BY: &j of r3 � FLORIDA REG. t AND ' *0RVE70F1 No. 329!; . a +. 1. ... +w•. —u. w! d.a� .r.ure..twNw.M —_— ,— +.waw.uw..r ... BOATWRIGHT LAN0 >1.1i�ViWYOF�S, INC. DATE SIGNED: 1401 PENMAN ROAM 1jiff-_ I) L__ • JACKSONVILLE BEACI1, FLORIDA 241.0550 SIIEET.__ - /.,0 ._ I 0 I d AHERN STREET 1 57 ----------------------------------------- ----------------------------------------- IPROPERTY LINE I I3 STORY CONDOS ----------------------------------------- ' ----------------------------------------- i FENCE RECYCLED BRICK EXISTING F,F, ELEV, 12.57 PARKING JL__j — — — — -- I 1 Sl T SECTION- _k ._.: 425' -0" IPVC MANHOLE 7" 0 "'K TRANSFORMER - �LTIOAK_ x 21" MT L IVE OAK - -- -OAK- - -- - - - -= x, x 18" SABAL PAM 14" LIVE OAK I x 7" OAK x 17" OAK S" CAMPHOR% x 9» ppK x 8` OAK x 3 CAMPHOR 133 -- -- - - - - - -- - -- - -- IN a a 8" SABAL PALM -- - - -- - -- - - -.. -- - - - -- 7" OAK 33 MT MAGNOLIA 8" CAMPH N- . X x 9 OAK ;x17 -11 OAK XI S TI N G 56" MY LIVE OAK r S ORAGE ' 11" LIVE OAK 16" OAK = 134 - - -- - -- - -- - - - -- - -_ K „ x x ,20" UVE OAK 32 31 30 2� 28 27� x-26 14 0�►1� I CRUSHED STONE I20" OAK '- ' 35 ON PE"S` SUBBASE x ` /' i J I CRUSHED STONE I ASPHALT PAVING 2" SCH 40 ON PERVIOUS SUBBASE \ ' I i r------- G_----- _- .,,� -�.- - - -1 I 36 PVC - - - -- I \ 10' BUILDNG EXTENSION >> " 1 x ' YX .------------------ - - - - -- - - -� y ' I � 10" S, AL PALM ��� 10' BUILDING EXTENSION ----- - - - - -- ----- - - - - -- N x 8" AB, 1 170 H60 21� LIVE x 37 38 HOME 10' BUILDING EXTENSION j TRANSFORMER 24" OAK -- - - - - -- TRANSFORMER PVC MANHOLE N L----------------- ------ - - - - -J n. �! O)o x 9" OAK J x4" SABAL PALM 9" LIVE OAK m - 1 i 10' BUILDING EXTENSION 1 Va3 4" 6 " x x " � SABAL PALM 4 SABAL PALM 0 m y L --------------- - ----------- - -.1 �x b -_ _ FENCE x - 8" PALM ENTRY GATE cts C ENTRY GATE 1' -4,. I I I I I I _J BUILDING 4 r- 3 STORY CONDOS I I I I I FENCE 31' -0" 16" -i PHASE I 16 CONDOMINIUM$ L_ -, BUILDING 3 3 STORY CONDOS I I I I I 39 40 41 42 43 44 45 46 47 48 1 2 3 4 \5 6 RECYCLED BRICK ON PERVIOUS SUBBASE 31' -0" I PROPERTY LINE I I 3 I i 1 ASPHALT CRUSHED STONE I DRIVE PARKING , 11 11,6 19' -5" 0 10' 20' lomrofflomm: mi EN Tt4Y DATE N 8 9 10 10'- 12 13 14 15 A H ERN S TREE T S I T-E P L A N 0 20' 40' a x 3 0 47" OAK N ON CORNER r RECYCLED BRICK 12" SABAL PALM x fN PERVIOUS SUBBASE Lic—URITY GATE FENCE ­� N W E S LOL co TRANSFORMER 24" OAK -- - - - - -- TRANSFORMER PVC MANHOLE N to �! O)o CD 1 0 Cl) 4" WAL PAL iw " LIVE O (D a19" U� AK - -_ _ 0016 tj (D > cts C M N u') 0 Ct 0 U-) - U 15" SABAL PALM v c c^o d' N .c 0 cl) 0 C) 11 15" S x SAL PAL a) %vmwpo 0 i I 14" SABAL PALM ' f�' r 0 N u 00 00 SABAL `PALM x SCH ' 0 - 2 34" 0 "4 ��: - - - -- - - - - -- - - - - -- -- 15- - AL -P - - - - - -- 23 22 21 20 x 19 18 - - - -- --- x-1��� 17 16 AL PALM 2" 40 ,�, 15" SABAL PALM PVC - --- 1 , 1 ABAL PALM 9 LIVE OAK x �" AL PALM " x S SABAL PALM �,, ASPHALT PAVING •` / \ t 15" VE �� X 12 EE 12' AL PALM x " 8" CHERR 13" ABAL PALM i x 6" �. „ AS ALM x x x� 2 • MAGNOLIA x 17" MAPLE x 16" A PA ; 12" MA 2LE x 1' 8" AS L PA.Mx 15-0 It W PHA E 111 11" SA AL PALM i x I 2 TO HOMES I I I 10 1 CHINABER lf� % I I x i SABAL PA M( -J BUILDING 2 BUILDING 1 3 STORY CONDOS i i TS-TORY CONDOS I I , 4Q' . I f 31' -0" 2 " 319-0" xs �x i1 -------- 12 SABAL PALM I EN Tt4Y DATE N 8 9 10 10'- 12 13 14 15 A H ERN S TREE T S I T-E P L A N 0 20' 40' a x 3 0 47" OAK N ON CORNER r RECYCLED BRICK 12" SABAL PALM x fN PERVIOUS SUBBASE Lic—URITY GATE FENCE ­� N W E S LOL co co N to O)o CD 1 0 Cl) � ^ QD d- (D U r 0016 tj (D > cts C M N u') 0 Ct 0 U-) CC) U N v c d' N .c 0 cl) 0 C) 11 0) a) %ftopol a) %vmwpo Q O J I U Q W m Z a J F- < SITE PLAN ASI 01 o to 1 0 d- I r r*--. N N I r r 0 0 0 0 0 r 0 N u 00 00 0 0 0 0 o r"' SITE PLAN ASI 01