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Seminole Road 1075 REViSIONS UY Plann ftY 0 Atlantic rea 9 ww Z"0"W401 This approvs,Mifts oomposhm va We- - zoning, subdivision and #thee 10411 -1—'- devOlOPment ulau nd approval for 0"o but does mW 0001ftle with guano of Florida Bull&g Co. lo"l, State and Fedwal porftahV must be"Mod by a Beach Bu#dkV gw*Of 04 ft- of Adwoj BUNN P DOW r ir _7S .7 _7 V, if L AO� prowerbs 2 : 1-22 led .4 D V) Z a r �-4 e00107, M U 4-4 Vg C) -wA 0;1 log jj= 77 t�7. LT 41' p - 819 F114 , R R E F: lT7 7 I ki, -alai, _7, 1T .......... Jim r1V 2P i IVA W, 4f I LTU_ 1411 L4144C ;'l X� JAW, A r7j P9 wV DRAWN Q ";/4 V;r/1 CHECKED <--L r-A e* PAN '0 04 OATH "J'r I it"r 10.1 SCALE AILAMIC af J 0 13 r4 a. FA 0 14 e:13 wr1V �AwREr -EL) Vviaull-0114G OFFIC-9 rz et. f', - FRONT ELEVATION m 2 7 2M MAY 16 SHEET SCALE: 1/4 V 0 I'd Z, J4 LIP Silze (eel =2, 41. Jaw �cSNU41 N076S ANO MJI&N CRITUM, i cS N 6 )? A L N 0 1 S 1.'It U tAeLn(eat Oldie PeAtgnezi tAat tk4woAA 6eLrtc�njam=cP_,vUA all tejutAementA ot det,��Iakall data:lu��.%CL-t- SBCCI and standaAd 344zd�nq� CO(II-4.,ACI,4 TIC,NdS,�474,RM, lat f-4 t add�i� tAeaUtA'OA'L4'Le4/lav*uzod.uAL4dLCi�Olt, 01,eA 6"type olcorutnuct Lon and occup(vicy, Ali UZr At vrl t"c' 2-lLve loadu 0.7' ContftaCiOA4 4AaUvW0io_L4tvvaA WltAill apPZECaUCCVd`eA oLrtdtte;ulaUurL4, Roo Ocad load---------Top cAoAd t2PJr / gaito, CA.)Ad 5 PSF. 2. 7Ae cvn6acioA A/zall VOLA i14 aU cond4t Lvu and dLmv"Lam at Oe jo6 4 Lie PA LOA to Co=WC Lrz� Roo� L�va load------------------------------top r.A '0!30 PSF- 12. All cunckete-wu/JZ,14a�z 1;a w(MA. , r F100a Uve Load----------------------------- 4W PsF. ContnactoA-dAaU,1vPP1y,,,4,otate andluad�ato de W04Aav LadgAU,anclil;/U, an;ICA, eA JU 319 latc-li CULd ion 6uae�ni,111,-130/. 3-WLad Lvad4. (If-W# ZoAe� BdALC VelOt4ty PAe&AURZ PSF. LypeaOfA 4ZeeVeA, Aany"A,41a6 depn4"lOA4,an4p4(C&Aa,4M�ybe AeqULAedtQ Qfta afEd wonA. 4.ifumLev wood conAtkuct�on Lit acco&daAce wLiA cAapteit v/ th SiaAda 4. 7AC4C dOCUMCAU, (Z4 Ln4taameaU vl4eavLcc ate de poppiy ot VePeAtpen animoy 40t 6C A(�0-75, AvUow Crato-Ma"--Y�'Az z V -ptoducedivUliout CAPAe"EdW44tteft COMCA4 V�dQiVe4 1!PA �1090 P4 U�'Inm 1350 ria .4 code, UdedO4 AO r %A, noted on d&aU,4nj4 6y JbnpAoa ot eq, eA, T,Ipcj, iaae and coanecto 4��c(CtOUA(IfzdICCiCu&44AownotttAed4awCngA aAcLntvded4a4%fyPLcalandA4aU6&cvn- 2, Kj�i,f 4 ,i V.0. aAJ�aV c,rz�o,un�aAS71IC270arid6e U.&C ?o coated OA 4tiz�Ale4l i. Afaued to ap waA 6""ap at all ply to any 4CmUa4AUuatLv/t a46AeAe 4n 3, defaU U 411OLvai f I 'k /.")f 6-4aAume allowa6la 6PLQALA� PAE4491tt...2000 PSF� 4. Y ,�,Lr_CA arid plac at ev 1L/cl �IoL rauurAe, rz,�.x�gzum 0 0. C, 6, SUA,144CCAOU condLie 4.VAMgt%n UnOt izvaUalil t944 CLAe dCA ed��n a 2500 rat"M Ln I 'a p t-arL4 t C Vn-- Z I �c It 141. 44C Coataaafi)a4 &CAP04446CIlty to Ln4uAe tAat ALts aub&ut�ace Aou 6ealLi,xg Cupactty, fna. &t any i 4�np rvr#iL6a4 tot e0CALiAtA PALVA t!je�Lvca.1paA Z,,,aa!�Fg urLd�t Cvn4. a '7.1� L P wau Acev. re aboll 6 a i-i e(�vtd t�r-Zjj lo A c(La�e &,;U ix)te. iza'equate to 4uppott tAe draiqLA load,&. CoAtitactok muAt AL/te an to cofwtvtc� AA. 40tZ te4tL4� la6oAatoAy *Ad maA4 laotecka4cal axplotatfoet MWO 7- VievivaeA WL PAVvLve cf;1144artaAw�tA aAOU'4 L�9,WqAtLV(tepont andanaljAU. 44U AequLAe-' Pit tA& 4u6A'Aa�,ZCZ Pt-ft1QoXMLA;L tE4t 604�12$4. S4tik r(tpaAat Menf4 lVA4 Lie PA ,�Aauvn wd 40U'aw aiittonapectf�QL4 and' 141Z COMPaCtIOA MUAf 6a PeA�OXMei LA 4tA4Ct Cay4Lahce wLth 1A& AeC01 all,�d p c, _-C w4d I'Pf a.,LdNat 6)nal dtA�;,A mo_AdatzonA ol tAe &oU teating �ompanjr aepoitt 446"YeKC e4cvelt oundaUva 41 ALA U to dnAuae tAat lAPjnjOUqxp Qaatt tA& (uaained 4&vwa6Ze avU 6ea L7%g PAe44UAe 44 zttaLned and Uat 4ettli to e, It 21 4.Aa�l 4e A'a SwutAc_,-,a NzLe arid Aays a un�nbz -L oo,000 bU UdCap �t4k "Lar S. It U de coat nacto,ii'4 40,le 4& VenmLat to Z,,t te.,za'Lni(FB)�1200p,&L andinud'uZU4 ol E , itLCL��s 0 YQ4AJUL1!Y tOd I 7-TempoAalky lAac4ng: Coattactox 4Aall 6c loft all fempotiiAy nentp(;At4 d(AA 3. �WdPAji-,a�!" I.Aall 'A�g 4, 6AaCtAj� tAat 44 44 4 r_Qn4t4Ur_f.40a to Ate-p AfJtUCttilte 4*�C and �A 09 "'to Vfv��e-No.2'va ki4elt, —1. 11 ��kM6 uatLZ tAe e, 4.&e 4 nurfutz LA 4n Place. 3,xac�nx tAouln on Atauctutc '.41N a.SYaactLt cl _F �r UL�cAx.? r "' -L CONSM XT10 Notts: 6.st'd', Aag�LA$L4 l4 jo-t fAe co-pltted &ftuctuke only, r Si��uctugai jj�Ut aAdplaAA4/Li e 2"to 4"OLck x 5"u 't FiLaini,-L V'4AL�A x 2" to 4"wLde-4taAdaPzd Pit 6 ettc,,x, hittly all cU41W1AtvA4 PkLOX f0 /a6ttcatlan arid ronAfauctlon. I. W roncuteiAall liave 4/jq�OuvwLn�M4A"t;cqMpneA44ve 4taaiivq0 Q�g4dayLV 4. v. C. a wzg YaA .9, 9./UcAaA�cal Coattac#ox: Vail p4ovldc all nacei&at cntf.�t,etc,,duct C,ga4b Laq,4. NU Li wLth 19d rLL Ud at 5 1 e i�1 c 4 a"L d I_2 4 v. c- at 1,uppt . , zl dAitwLAJA and calculatLonA 4 dld on inade, p4l -A 61L 01140a 4-Aa'lf� foit a C�mpLete �4 M N 4 v yte- ud (:Aec� AemalizCnja conctzie------------ 10 1 te Pi.C44ur"_-b,e-atL_d. OUt any 9,Vl4t!nA cqulpm�nt and Ae aL4 Ap ot Al��.dg aA neteed. MeCAan�aa� 2. All cviap�;eiCAU4 on pade (1,44 44 44dLcata oft tA4 iitc�$ZAJA Qv44 MLALMun 1jjcjZ PjcVLL'e all C!�,_V�r_CA 1ZaLr_"Qr'j CULd'IU LtCd og (�at:A appz�catLori, c ntiactog 4Aa Z 4ovLdt any an aL 411�6041141/1 S. 9 z § i aeCe44QAy diiaw�AgA and caZcUlat4ol j yap vljfet� needed lot pckmM Y-Zzne(vC4qute-n vapo4 6a44CP�'. �urA4�a64 4/1a,44 69 AC�h�QA;CdW�tA 64/0/10 MM ra"'t b tt mzuL�tL,�-,C,I.Aall be Act- �d taq-57i' 53,IYO, Zayf P at C i"Wd CAA La coapaq=ce W. A 4�M-18�. 'I ft� rL -�IzumplywtjA4.1,S-C. z A (!j Wd Qd�hJUet?-ALOU4 m;4t4Lal. 7. AD � - .'4 caLd�uSrt�cafLjA4 4/u. 4 10.Uectatcal CoAttactQx: JAalZ pAvv�!da all nacea4a 4L§4n�t calculat4of 3. F Z 44dtlt ConCAC49 4;964 4AaU be aeani �4qe 9l MA�A 3.SLIZ�dbzvcA aU$,oLdt�Lnd aaj�u�d atpoLLt �l4uppwtt- I and dkaWlft�4' needed /04 Pe,%,Mttttng. t1a AAaZZ pAvvt?. a1z LAItalz all F4U4111ZUhcQfl act9dIE04 dea4H tAu.""AAall Coi,WIWw�tA XFN ftV 4A414 6 f. 4foAj 4 4 pZace.�, , T�,u/icA Wl.-Lng, ltXtuke�, outlCt4 4a,�tcAe4, AmoAe and"aay otheA 11 Foot LRPA,41MV Uttda&4bed4oU 0A1Uo',Vcv1 V8 ol q� aad�17C 100. AtCe41any mate LaZ4 needed latt a complete j'v6, h. 44aZZ e-u,04A a4 -4 ,va We a iiWLi# tAe xlafzA� 9ZCCtAi4CaZ wOAA Zrtclud�nj;, fAe AeplactmeAtao� wa&n- Ran-dalldrucfV4 MayU=404 ert4�fi 05TO v on a il,� OP14 ze 4 64eg fei�� /0, AU trza"CA lAoll 6e dea l-X i it A 0- AAdZZ Ae-l(;Cat, ZgLjtLA CK tr.u/�4maaujar_iu1,CA to CL�uAe<44!C�,Juat&_6C.CrLr�;L �A�)1�01,�4,2 a out A Cic, C 91 electxiIcal 604 Ad AeWtA4 aA neiided �04 a compzrta j06. WAP-Ae Ali&ikin, cv(%"o�61v;4 m�on.y AAaU 6e lLuedwLCA r,'vao4s pout an pi;4'pgve�concute at vid lzr�act�uA4 oj,�_U;4rzacA WWtm�nln4ux cc P4 8 ad Q. /1, Pi",x44ap coatnartom SAaU ptov�da all ACCO-44aAy dAO.W�n,9,4 dLaJACUR4, 1 41a ag�', 'OL nwajL�lactu A r�lt vigli auu,fnLt 4AvD Z,,�4 ar�dea(*9.1t aoto_�w,uA an Q1,ji -I 2.,�az it ffl N=Ln� 2 S, RCLnJOACLn�441- aAaV 60ST 4-6 na e 60 o-;c A-t"to Lllczude vu.J,capac�iy /le &AaiZ IZZ40 141pply all A?CC44aA ��xt&Ae4, �lttj t ulaqdNizcGce, Zate4t v", cajzti-��cattun UtiAa COnAeCtaft CfTaCUEeA KI 106 fICI 3U,KI 318 and CN514aa-Z PIS va� A e a. and LnAfaZl 4aLd lot a cvazp�ete jQ6. t Onfa te�o vAcLng 4ttd L't 4VP44a;4j 6OW4 andWZ(JaU utuEsuzg f1erunnar-LIt a[lPttCVe�a6A�CLt�,��rz 7, AllconUrtuouA veAf�calaad4liy z 0 A24A1 w444Aev%4t4q.A4q*. L,"tal�atLua dfz=Ln L,719.11iie Viail te Zap.4pZEced amEn4mixi bat dEafl2qrtCA4 0 Ali ContAact6AA 4Aatl .�Alt jv6 Alig pr�Qce.14 /0,ii a JlA file PtIV100f mi.444-numconc/14f, e,4 4haii beppvLded�(?4 xeLhAacemen �4� B/�aca ttwa4c�-4 du,�Z�r 1"1`17�1 C"It �on to &:,HA TH SW7 76. Aand tevlew ol cx44tlnq elcapme.Af arid ac�jc e4. ov r eAmaneqfZy&XpV4e4 to eixAtA, r,Lcatec`ILr 1/1 CoAtAactOA 4AaZZ paov�dg Ion a complete waiek a`L4plaCiimeAt _-COACAlite CxPQ4(;i to c4aad A weatheA, #0 vA laii,�,e4 dcat'zu" u4. 13. CA L�," c av LnJ4.r -L,1 a-tip tt,44,2�',eA tO a4.140HA, aa Aeedgd. RU too a weathAf��Uaii iaadwaU�, -,�t v6, ie cet _�r4�Go, dn'Enaledand ptterx dtalaa�e AaZZ ditaZa 4/ito tAZ C, 'A:" iteavt 6xPv4 Qntart WJ�A C41 U,,zzl,�u A-'ar-c-lizoin to CeL&j1g- AA Ito dAaino;�x AAal d,AQLA anaad'i'aal'At paopant�o4. Ue cortjAac to weathA a it 4A r �4tem and ir 4 al� povLda all .4 A?CalCulai�0.14 4CU,AtLAAv.p,1, an Apt/414 ZA6e=4 aadcOLAU, expoAato weizUen av4 Ln contact wLtA C446;;?4 44E64, UVU4,�'OzAt, On PdAm�ttbzj. 170 A tj Unial 6 eaIg�Ad fu qt Lq 6 dA'4'Altall 6 e 6 eat V-e aA P(44 C;0 41"4 9 4 C 0 4 4CA Alt u WC 4A I.Struciai�al ,�tc_d 4,Ar�U c,,�r,�Q,vn tQ K156 apeC wrl�OA dCA�.�in . . , I i 41Ve-Z�OA 6ulld4n;,1, Zafi?A� �,raqlwA LArc jg,�k it c�/.a I lj�c C4 avt 4tee Uppv/ii L Qf"Lu .9aA Olt eXpv4�1 co.acAe e ,7N-4-)07 pZq�jtt;f�pfF�on 4�aW Atea 61 tt i— Ir 41 �7_ N A,! 7i J If SITE PLAN 1 20' 7__ T j rA 5 J + 7— FILE R— 819 _'T� RE F 7 .2 1 r r 5�f U RAW C_ L 5 ki I 4 7n rjArg E X I STING FLR. P L A N_ 4 S CALE.: 1/4iff I 1 0 11 A 5 a i I a 312'r Dig 7 (076 f0m`ho REVISIONS BY 4 1r;i jAk L 13 ��41 M 85 Io P-I VT 2�4 F�Ulq !;�m.u 4 r, W.506'rr �3L/-, p overbs 9 1 7M Ile A V-0 F4.1 Tf, V7 4 t tixf tn a TW4 eA FILE,- R-819 REF: DRAWN CHECKMO Ne CATO SCALN .14 T FOUN DAT ION PL A N 11 11- On SCALE : 1/4 44 eip fo u UP sk4dalli nq R5V1610N5 13Y j -V ":4'rA r i I '0 r >) r"J 46"1 e of P- 615V 41 T-1.4t A co f-Af L!-t t?, e 4 L4-f? "I'VV-4. rX-�L-f;w"-4 n�; 1�0 prov#rbs 2 : 1-2i T 7// vLwa a 09. e e. �To &-M-'vf� ao'fL A'4 ri -1 r jiv" 46��;,otv C2 ell OF 'U e"Jrc POO cl It J FILE R— 819 REF : LI 7 7 t W 414 DRAWN 4( c r 54. UA GCALM FIRST FLOOR PLAN SCALE: 1/4"= 1 0" BHZIST 0 ----------- ROVISIONE3 13Y F ;�_7 L f t (L rzs� 1AW ,a oe— T dl J., a 75 > 4 49 provorbs.g� I _71 lio la ki 01 Ono 4 7-17 -P 77 I uj tv A 1- =a A ............. 3 4� c�il�f f7j rk '"t L-7. C-1-4 vx- Z- 41 AIR �Y- r 7— t r�'i-ru f I ...... 07 FILE: R—819 --- —-—:. _-_—.!��____ N�' 1.—1 — �4 o 10 1 REF: -9 V) A� T- /50 51 1 A 01 10 12 4 OATO u c;A L 1; JOU NO. SECOND FLOOR PLAN SHU13T SCALE : 1/4"m IL 0" Vt_r, till OF BHER .............. ell, �j Y H0TE5: ELEGTKICAL LEL) GEND 4 TELEFhONE JACK C9.0 TELEV15ION OUTLET 5TANVARD ELECI KICAL DuPLEx OUTLET 220Y ELECTRICAL OUTLET-HVAC,VKYEK, WATEK HEATEK, 0YEK5, KANGE', ETC. MICKOWAVE ELECIRICAL OUTLET ff--Y? WEATHEKFKOOF VUFLEX OUTLET yE 0' 00 KOUNO KECE55EV ,LJGflT FATURE 5QUAKE KECE5,5E9 PC;HT FIXTUKE OrO CEILING MOUNTED LrfHTINC2'hXTUKE CEILING MQUNTED�HANVELJE'k LIGHT VAMK VKOOF LIGH11NO FIXTUKE (asear, KECE55ED AVJU5iAI5LE LIGHT FIXTURE WALL MOUNTED L)GHi FIXTUKE WALL 5CONCE LIGHT FiXTUKE KECE55ED EXHAU5T FAN KECE55EV LIGHT AND EXHAQ5T FAN RECE55ED LIGHT,HEATER&EXH-FAN DOL. MOUNTED FLOOD LAMP FIXT LIKE 5-rptPFLOUPE5CENTLICHTFVTUPE ' 2 TUDE FLOt�?,��CENT ' LiVrl I rIxTLKE T� 4 TU13E FLOURE5CENT Llr-7HT FIXTUKE WALL MOUNTER FLOUREOCENT LIGHT FLxTUPE CEILING MOUNTED' CEILING FAN CEILING MOUNT-ED CEILING FAN WITH LIGHT 10 po DOOK DELL [4- LIGHT 5WICH 143 14-+ 3 OK 4 WAY LIGHT 5WITCH 00 KhF-05W(DIMMEK)LIGHT 5WITCH VYjK DUTTON LIGHT 5WITCH 5MOKE VETEGTOK CENTKAL YACUUM OUTLET I ALVS T\, j Yll --------------- prbvstb3 2 : I-2E .'17 7T, 12 rA Vk J e�-"VL r-t- v A, F ILE �x REF : +a- t-7n--- - L '�:>M ITI(l T14j, j SEE EXISTING ELECTRICAL CAT H . .. .... FIRST FLOOR ELECTRICAL SCAL0 SCALE : 1/4"=V-011 5 f4--r C- A t I I- rtttm 13F .... ...... "Y T-113VIE31ONS UY NOIE5- ELECTRICAL LEDGEND TELE' FHONE JAcr, 4�pl_ TELEV15ION OUTLET 6TANVAK0 ELECTRICAL PUPLEX OUTLET �20V ELECTAICAL OUTLF-r-kVAC,DRYER WATER HEATER, OVEK5. RAN015, ETC, MICKOWAYE', ELECTPICAL OUTLET WEATHEKPKOOF DUPLEX OUTLET FOUND RECE65ED LIGHT FIXTURE 5QUAKE RECE55EP LIGHT FIXTUKE CEILINO MOUNTED LiOHTIN0 FIXTURE C�ILINO MOUNTEP CHANDELIER LIOH-r VAPOR PKOOF LIGHTING FIXTUKE Osp RECE66F-9.ADJU5TADLE LIGHT FIXTUR WALL MOUN17ED LIGHT FIXTURE WALL!5CONCE LIGHT FxruK.;-: KECE55EP EXHAU5T FAN KECE5�EP LIGHT ANP F_XRAU5T FAN 'N. RECE55ED LIGHT,HEATER&EXH-FAN VOL. MOUNTED FLOOD LAM?FIXTURE 5TKIPFLOURE5CENT LIGHT FIXTURE 2 TU5E FLOURE5CENT A; L E,5 �;fll P4 LIGHT FIXTURE 1-14 TUDE FLOUKE!�CENT LIGHT FIXTURE WALL MOUNTER FLOUPE!5CENr LIGHT FIXTURE I CEILING MOUNTED. CEIL NO FAN' CEILING MOUNTED CEILING FAN WITH LIGHT 10 PO POOK DELL L4� LIC I ,HT 5WITCH 3 OR' 4 WAY LIGHT 5MTCH RHE05TAT(DIMMER)LIGHT 5WI rCH i P60K DUTTON LIGHT 5MTCH r) 5MOKE VETECTOK VA CENTRAL VACUU4 OUTLET H05E r proverb3 2 *4 1 22 Ong V . . ...... lot- POO Valk& 40 17 ................ I A 47 x FILE: R-819 REF: T)1) 7_ 0 R AVO N k T- SECOND FLOOR ELECTRICAL DATE t/ 3( If. I It SCALE'- 1/4 = I 0 tACAL13 J 0 13 rA 0. C; J. , 2p (075 504Knolc REVIUlUeja ElY Vol ri pip F 12 I-Tr prova r b j 2 1-2 2 -rf e. -PPio T� CWA �LNIP- u Vp.(L �l Q3 --)CA 5.,f tfl Oft"LA t- i -&L4 'wr r 4L s SIN rv- iL FILE R-819 R E F \T VN 6 PA4 V D .r Ll T IVA�ml au -T�yp, fj,-re� A It El FA AW(4 T I 44, 'n, PATE 4 -! /,I UCALO FLOOR FRAMING PLAN ...... 11 j SCALE : 1/4"a 1�- 0" '11, A 52 1 ®r,��)� 'le)N L075 7 Fr-L L4 .2. L It) TIFT .... ...... 41 31- proverb3 2 : 1-22 Ts.3." 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I/11-F�,-,5 Tlw,� 117/9'TT 14 j tl IL TI -T DRAWN CHECKED 'r/T- :r 7 /77,:�-;T7 T. I �IjLt DATO ti SCAL6 17 r ca'. war r— J013 rJo. I toll joi,ij 1 4-j� -11- a e-ty)o - SECTIO CROSS SECTION rB B�- CROSS SECTION TYRWALL 3 C A L E: 1/4% 0— 0 A, -I SCALE: 1/4 1- E S CAL 3/4"so z Lj 40r I off SHffgTS jv�,ry o-, got GENERAL DESIGN. CRITERIA: 10. Contractor shall provide 3pacers, chains, bolster, etc.'. necessary to support reinforcing steel, Suppirt items which bear on exposed concrete surfaces shall have end s which are plastic tipped or stain.less steel, Codes: Z001 Florida Building Code, ASCE 7- 98. ACI, ATIC, NDS, AJYPA, APA, (Latest addition). roo, /1. All reirtforcinj details shall conform to Manual of Standard Practice for detailing reinforced concrete - ACI 315 (latest edition), unless detailed otherwise on, the structural Drawings. st ruct ures 12. All coricrete work shalt be in accordance with "the building code requirements for concrete". GENERAL NOTES: ACI 318 (latest edition), and "specifications for structural concrete for buildings" ACI 301. 1. It is the intelit of the Designer that this work be in conformance with all requirements of the authorities having Jurisdiction over this type (if construction arid occupancy. All contractors shull do their work ROOPING. Lit Gonforina rice with, all applicable codes and regulations. f. Roofing shall comply with, 2001 FBC Chapter 15. Z The contractor shall verify all conditions and dimensions at the job site prior to commencing work. -uc t u re. 2. Asphalt shingles shall be designed for wind zone of the str Contractor shull supply, locate arid build 'into the work all inserts, anchors, angles, plates, openilngs. hungers. slab depressions, arid pitches as rnay be required to attach arid accommodate other work. attachment schedule for the wind zone of the structure. 3 Follow the manufacture 's d 4. These documents, as instruments of service are the property of the Designer arid inay not be used or reproduce without expressed written consent of the Designer. -1. Asphalt shingles shall comply with ASTM D 3161. 5. All details arid sections shown on the drawings are intended to be typical arid s4all be construed to apply to any MASONRY: si'milar situ'ation, elsewhere in the work except where a different detail is shown. AII inasonry work shall be 'in accordance with ACI 530 ASCE 51 TMS 402. 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation te soil report shall be followed unless additiona,I more stringent requirements are 2. Concrete inasonry units shall be ASTMC90- 75, hollow load-Bearing Concrete Masonry Units, Type 1, a nd soil compaction specified in ti spec ified. Notify Designer if foundation conditions encountered differ from soil explorution information inude available Crude N-1, nornial weight, with a rninimu,?n compressive strength, of 2000 psi (fin,=1350psi). to the contractor. 3. Mortar shalt conform to ASTMCP-70 arid be of type M or S. 7. It 'is the contractor's sole responsibility to determine erection procedure arid sequence to insure the safety of the building and its corn nent parts during erection. po -1. Horizontal masonry joint reinforcement shall be galt;urtized truss-type with 6" lap at all splices arid 8. Temporary bracing: placed at every other block course, rnaximurn 16"o.c. Contractors shall be responsible for all temporary bracing that is required during co list ruct.io it 'Unless noted otherwise on drawings. to keep structure safe arid plumb untit the entire structure is in place, Bracing 5. Provide pre cast concrete lintels ot;er all oper1rings t span loading conditions. shown on structural drawings is for the coinpleted structure only, Lintels shall be of sufficient size and reinforcement for the giver 0, Verify. all dimensions prior to fabrication arid construction. FRAMING: 10. Subsurface soil condition, information is not available, Foundat4ons are designed for a -9000 psf soil bearing capacity. Chapter 23 of the ?00/ FBC building code shall be used for all wood fiaming, except as modified Contractor shall repvrt any differing conditions to the Engineer of Record prior to commencing work. by the pturts arid specifications, abricated arid installed per ALTC and TPI and National Design CONSTRUCTION NOTES: 2, All wood frarning shall be f Specifications for Wood Construction. CONCRETE: 3. All fraining anchors arid connectors, noted on drawings by Simpson or equal. 1. All concrete shall hai,,e the following minimunt cornpresst�e strength at 28 days: 4. All wood ineinbers- exposed to weather or in. contact with masonry concrete or soil shall be pressure-treated. sla& on gra'de. footings-------- --f"c=Z500psi reffLaining concrete--- - - - - --- - - -f c=3000psi CY) 5. Contractor shall provide all fastening devices necessiary and suited for each. application. I 2. All concrete slabs on. grade shalt be thickae3s as indicated ort the drawiriv ot;er ntinintuin 6 rnil. polyethylene (visqueen.) vapor Fastening subject to moisture shall be /tot-dip yalvmnized to ASTM153-80. CA C) C:) (0 if -in n e it ASTM-A 185 barrier. Such slabs shall be reir orced with 6x6 W1,4 e /.4 wwra lapped 8" at edyes and ends in confoi a c W It o r 6. All metal connections and fabrications shall comply with A. I.S.C. specifications. LL Fibermesh Reiriforcernent with ritinimum ?" fiber length at ILBIeY complying with, ASTM C 1116. LU 3. Fill under concrete slabs shall be clean sand free of debris arid other deleteriou.�5 inaterial. Fill shall be compacted to a 7. Solid block all joist arid rafters at point of support.. U) X density of at least 95Z. of Modified Proctor Maximum Dry Density (ASTMD1557). Yill shall be treated with termite > poison before slab 'is pluced. 8. Prefabricated structural trusses shall comply with MFPA National Design Specifications for 0 Z LL irood Construction IPI Design Specifications for Metal Plate Connected Wood Trusse�s arid AITC 100. 0 4. Footinus, shall bear upon undisturbed soil or upon soil compacted to a density of at 95X of Modified Proctor Yuxirnuirl, U) T D I r..y Density, (ASTMD1557) for a depth of at least two feet. W) below the bottom of the footing. 9. All trusses shall be designed arid certified by Truss Mdnufucturer'�; registered Engineer. LU "4 C) 5.. Where showh, cores of block rnasonry shall be filled with coarse grout or pea /0. Contractor shall correlate with (russ manufacturer to ensure adequate bearing is provided at gravel concrete with minirnum coinpressue strength of 2500 psi at 28 days. end reactions of all girder trusses, 00 6. Re I inforcing steel shall be ASTMA-615 Crude 40 defort tied new billet steel, U-) I/. Truss manufacturer shall submit shop drawings arid design notes with art engineer s seal for approiul. Ln C) conforming to AC1301, AC1315. AC1318 and CRSI Martual of Standard Practice, (latest editions). Design notes to include the rated load capacity of the truss to truss connectors, arid rnanufacturer's license to fabricate trusses utilizing the connector systein proposed. The contractor shall approt;e fabrication and 7. All continuous 'vertical and horizontal reinfor6rig steel irt footings, bealris arid installation drawings showing size. -shape and layout. col,uinns shall be lap spliced a ininiinuin of 36 bar diameters or 24", whichever is greater. - 76 12- Bruce trusses during erection arid permanent installation to comply with TPI BJY7 8. The following rninimuin concrete coz;er shall be provided for reinf6rcentent: 3--------Concrete . cast against and permanently exposed to earth. 13, All prefabricated wood trusses shall be securely fas,tened to their supprting walls or beunt with. -Concrete exposed to earth or weather, 96 Bar arid larger. hurricane clips or anchors. 2tv-- ----Concrete exposed to earth or weather, #5 Bar arid sinulter. . 1 -Concrete not exposed to weather or in contact with. �earth for the primary reinforcement, /4. At volume ceiling conditions, align trusses to provide a smooth, unbroken. interior wall surface froin floor to ceiling. ties, stirrups, arid spinals in beati-ts arid columns. 9. Horizontal' beuin and footing burs shall be bent ?5" around corners or corner burs with 25" STEFL: A, lap , shall be provided. 1. Structural steel shall conforra to AISC specifications for design arid fabrication arid erection of structural steel for buildings. (latest edition). (11 Welded connections---- -- - -- ----- -- ----- -- --- - - -- A WS M. I b. Anchor bolts---- - - --- --- --- - - -- ---- - -- - -- - - - --- ASTM-A-307 C. Structural steel shapes, plates, etc. shall conforrit - --- ---- ASTM A-36 r DO 'A SHEEP C;N �cq blk Y 37 RJC PUAAL Si�EAP X45 ALL MEMBERS W�L BE SYP t ZA W1 RG(LH j, 4Xc 1 05 VERTICAL IN FILLED CELLSONLY E MUST 24* o.c. BLUCKING REQUIRED UT�%"EE;N WTRJ�LRS OR L(" T ''z FILL COWER WITH MORTAR OR GROUT, "4 aLCI��L41 SrEATm&'4.K�INT 4 FROM C�IBLE Ud) 244 Si%RGE FAF TER L(AT 1 05 CONT IN LINTEL COUR55 2' X PT STUD FA5CIA ICP 10 BQT IQM Q IURO j Ir FROM CABLE I li�p U fjRo v GAME EW IR U-:QP 3 1.'r L�NCPFW CABLE '=a 3-12V�k&SIYPICALAT KUL LATEga BRACE 10 nP X EiRAV45 CWT,2y,4 SCAB FROM T OP TO CHURI) it/ (3)- 131's jr XMIS, I SILMCO B'j I T(j 4 U 11C f�0'j x Uv__r LNG OPTION 1 1,01A /44D W170M w�6�UE AWTKjt.11 2A'S J. 2A SCA8,11'�LRT iVER-XI ERT.H�AL;F H;C�iLR 7;iA4 441, 2it 3 kT i,LAI 9 COV,I-x4xir 92 SY?LAI LRAL I Of NAX TRUsS TO LK.A.11E 1/2*x W Aa 0 jZ'vc. 3RACE Ij 43 X PLATE Ad,,6jVMjd'x or/ Z's Z'z lid, 0A.Skitij 2k4 bL0(,K.NG j, 48-uc. 50 U'm uf(_� CUT 15LOCKS AT 45 deweas .51TAEEI GAKE AND f IRST X" TT OF��ZLE IRUSS, E.0 THJSS 2-��Xil TCR KATE r - 1 05 VERTICAL IN FILLED CELL. 105 CONT IN LINTEL COURSE. rlo� 'r"AL il"�EI.Q CI1U �,11116E�CTION x4 X 6WI Tir X_ REFERTODETA"V OPTION 2 TIPICAL GABLE END FRAMING _0 CAL E 3'1 a . I N CONNECTION TYPICAL NAILNG ALTERNAT NAIUNG I ALTEWTEE NA106 2 FREFA5 45 cfa!area CORNER UNIT Lap in double plate 12-16d commw 16-0.13i'x 3 l,'4*gun na a 120-12d sinkers 1 05 VERTICAL IN FILLED CELL THIS tr,)TE IS TO VLSI:�RIBE APPRUPRIATE MEASURES STRMTLOZAL NIMES 6'o.c.on edges aM I?o.c. in�ie fteld mth 6d conjr TO TME NhL�4 EMBEDDED TRUSS ANCHORS HAVE BEEN MISPLACED. V o,c,on ed-,es and 12'o,c.in itie field wiLh O�I 31'x 2 1 Ir 4*0.c.on edges and e o.c.in 1. IF THE DISITANCE OF 1HE STPAP 6EING OFF 15 EIETWELN 1/16' TO SW-shearwal box, screv shank or rirg gun n3ils !he field with O.OV X 2'g�innaJS COURer 112- NO VORRECTI'VE MEASURES AFE REQUIRLD. 1.ALL LAP97 IN TOP FIAT!02 LY_A4R4I46P IiALL5 WLL De Xcit.on edges and 12'O-c, in the fieid mth 3d comnwA 30 o.r,,on edges and 12'o.c.in gun nails 2. If THE 0151TANCE OF THE STW 8EI14G Off IS A HINIkt"CAX 4'-0'AW NAILEP i10TH t2- kd(,<'Al 115 CONT, IN LINTEL KTWELN 9,/16 TO 1% A WOW SHIM OF h6AIL5()9 1&- Xx .134' &UN RkL5. SW13)-sheaRval lbox,screw shank or ring the field withi 0.13 V x 2 Ve APPROPRiAT E livCANESS WUST BE INSTALLED QEI*f-EN THE SIRAP AND THE TRUSS WIDTH AND 2.ALL &AtYLE EITP5��LL t3e 5ALLCV14 f RAt if 0 C;R ENC.&PART.ENC L*,ACE0 11-tR rtTAIL. it4,FEASE W4 NAIL LENGTH TO EQUAL OR EXCEED 1!2"or 7116'Rod Vo,q.on al supports with&d coMITW,drig Shank v scxew 6"o.c,on all suppcstsvith 0 131'x 2 1,T�4T,O�jth,60]LK TiriE THICKNiESS OF THE '5HIM, 3.ALL f.,iEAFjiALL!5��L te ILAILEV AT 3' ,4.CA 6' OPTION 3 3. IF THE DIST[ANCE Of THE STW BEING OFF EXCEEDS (A5 14QTEV)CM ALL EP&IE5,6,10 I;e x. iN1E_Wt:LAATC- Sheahrig, 120 MPH "ik,4*a-C,edge nailirl. wj1hin 4'0(roof edge and ridges annijlar�harik gun nils,4'o c.ed�e raitingkviin 4%4 rcrif�4je and�dges 1% THEN THE STW MUST BE REPLACED MTH THE "/bd C,(-*4 NAiL5(U-O.N) L311-py-K ALL LA,0�*VG1R1tV AFF'ROPEATE FIX AS REQUIRED BY THE UPLIFT LOAD ELk,�-e5"TH 2A4 FLATIIV�4 MOCFWk�. ��LL5 �LR ItiE AITTACHEO 7*0 DETAILS, ��LL b15- &3X CPA OR 1/16'V_�9-NDJ4J I- 10d CQW NNLS 4.5TRAP HEAFtR 571V5 TO Ltllt" ICAP FI-ATE PW __jiPK_aL mA�f WEWA:�� SjMPStm MTS 16 IWISI �"4)v At F-A-r-H ENV C4-kfAL+-R A�V I'LAIL P41�2- 104 STkAp a/ 7- 3/16'XII x 1 112 NAIL5 OR t:2- -LWx 2 IrX 604 tAAII-5� -fl—mpson LSTA30 I I - 10d common in each end(Z2 TOTAL) 'mnom I141S149__ HEX hEAD 191CQ" WjQNRY 5�kfAC&R 5rjV5 AND ff-ALtR C.R&VLE�p�*V&P DE 4Tnon in eadi eM(13 TOTV) W"WS. USE 3115' 1AKON NAiLff> TO<�.EltER AT Woc.vV 12,1 C04 hAiL5 031s Simpson LSTA24 9-10d ca NOTEa A 1// X)5TA6CA_Fr_V. rLP L"T 10�*v_f F-I-AiE "TO Simpson HTS30 10-10d=imon in eacb end(20 TOTAL) ------ 1- ��`H4;6 r-L4P AfV NAIL WH t2- IQd x I V2 RAIL5 12-10d x I-IT NALS EACH END(24 TOTAL) CONTRACTOR MAY CHOO5r= ANY Ofz"TION (U.09) i cv.0.0i Simpson MSTA36 13.1fA COInITIOn in each end(26 TOTAL) v- ALL vulcx4l AtV L)OOR 6C4 WYA4ENIS�WT Of VE�4(-A&v To 0411H5TANP WE 1-f-r5j(jN V41V LCAL-15. 5impson SPH4 .12- 10d x 1-1r?NAILS Sim2son H2,5A_11(�8d correrion(TOTAL (0 I.ALL ARf OR E-CA�AL.W-0,N) Simpson H16 1(2)10-10d x 11/2 iN 8jfTE_R_; 10-_I0d i T F12–R15DT5 V) 6. FW,CATI(�N De,516" 6 5A5EV QN w4kt�H�oOsL 1.4 S' C WU BOND QLAM DEARP6,CAFACITY Ck 2POO Vf, Simpson LTS12 5-1W common in rafter and plates 5-10d x 1 1r2 riails in rafte yd Cv FILLED P/ ?�w Psi Simpson MT312 7-'I Od common in rafter and p!a'kfS 7 0.14T x f_li?��is in rafe(and plates CONC. ANJ) CONT, Simpson LTAI 12- 10d x I lr? 1'vFtU,L CjP1IONS FOR 45 deyee C"4U iVALLS �,_�mson P'HDF— If-_U417 TOS screws ------ Simpson MQ_ 22- I Od COITIEW Lf) Simp�on HTT15 1�- JA 2�dv?Qn CQ Simpson HTT22 17 1&d strikers Cq CQ 0) r t 1;.14 %L.I - IIS- 4A�IiLR 101*0 J4 1 TRU5S I'LLIUR SYSTEM 7"4 LTE (S)v) 2k4 PT FILUR 112* x 8' A.B. Tilp4i6 0 32- D.C. 0 32'vc, NAIL UE(_t,44G 10 2x4 100, FIRE-ENCiNEIRtO TRVS�E$ AJ �4' <r- 1 0 fi*UC. A&.4 J' –16d COM 4 EA. ��.,�"' A 3 e R.M JUST 314' TkG DE01,tNG Rvjf skuCUS vvUl I!1 f W C) BLOCK (T'fP.) 1/2' THREA'AD ROD 3Al2 PT LELKjER */ 3/4*if 113* 1/2m THFE;�DLD COUPUN40 NiCiiOR WAIS * 12 cc, SIAVC11REP IiAlLED AT V �.C. '�)N -kLL 12d COM (T 2 v a Py SILL �ir"T&40 3 'fP.) JOIST FILL ALL CULLS StWpORIS */ aj f-414 5to"K. co 112" 9 S' EPDXIED DULIT f j!j "%i 'e .�q ca 2x4 BLOCKING, 1-1 24"oc. 32' D.C. IN �ACA HuRfdCME MrorLP Al EALA IRLfSs 'AE SUk�AXE —SHEARWALL J- (2) 2*4 S�P L%A)ULE %R e-AIE LID 0) $ST- �t,H4 At 3Z* QC. :7 TWICAL LEDCER 7116* O�O SHEAIHiNG NO&ED A3 141D ti '00� Zj( ',TULrS 0 16" a.c. Zz FtAIE tS�F) 0/ 10,00' 0-C, FLOVR Sy'.,ILW 112' THkEA[kD ROD 1/2' THKAAD CQU�U,10_ 112' NUT NiD 2*x 1/1' &A_'.k*R 2 x 3 FT !JLL 1/2' 8' LKxsLO UUL1 0 32' o.c NUT w/ 2" 2" 1/8" WASHER HETAL 16 'z _--BF_A!,A– wl 1/2' MIREADED 8" U–LINTEL wl 1 #5 CONT. ROD ThRU CENTER FILL wl 3000 psi PEASTONE CONCRETE, fInT f . ...... 2 g 4 STUDS 0 16" Ni. 2 ur Eft. SPF 2 x 4 SP,)US 4 16* o.c. __�_—PERMACAIST COLUMN No. 2 or Bt- sK "D $iN(�Lf STORY LINTEL DETAIL CLIP SIVUS TOP AND EPQIV,�W W/ SEKO IPP4 9 32* D.0 CLIP STUDS TOP AND U01171,AA 01 SEMCO TPF4 0 32' o.c. 112" x I' ArEDU AW-HURS 0 .12' ox. 112' 1 7' *LVA A14HOkS 4' CC44CRETE SLAB 0 32" D.C. 616, 10910 A,WW OR 4' CONCREIE SLAB v/ FeUVES.H RE1NF- 6�6. 10110 *WM OR 6 MIL VAPOR BARRIER OVER TREATED COWACTED I ILL 112" THREACED COUPLING 41 471 CGLUMN B�LNSE lf<LAIED 49 CWPACILD FILL S E Z4 6 WIL �APQR GAIRRiLR U14R H FF F(DUNCATiON CLEAN COMPACIED FILI V-4' (2) 5's CONT. NOTE: FOR 2-STORY CQNUITION 1 #5 CONT. USE I'-d' *101ti 3 #5 s CONT. NOTE. FOR 2-SIORY CONDITION USE V-8, WIDTH 3 05's coNT. 112" 10" GALY. ANCHOR E30LT TYPIC AL INTERIOR BEARING STEP FOOTING r9 N.T.' Dim JOIST �Miil 0(0, TfLOQRS- b%E LOAD- 4(VJ UEADLOADx X-AKFET ur VI UFLAD LOAU- (TILE) LLF-LEC I iu,4 CRIMIRLk CARVE t L-00 LL UL LAYW LL L'�iGl)UL ROOF(IRU,�5� -c 2�)pj L1W LCAD-2 I bc 10i'd QURATION FAMR, 1.25 TYPICAL EDGE STRIP(5) DEADLOAD= IC 7pa U) Z= 3V X 5i�sl w ROOF jCUNV F WWE I YPICAL IN I ERIOR ZONE ;W I EA LCAL)z 4)pM LL DURATiO14 FACTOR: (IPJ UL C EILLI 4G L"2 20pul LL I p, L;L BUILEW4 CODE:2001 F LONUA BUILDNG CWE vVltqD UESiG"METHOU,ASCE f-9a BASICMNE)SFF-ELr IZU nph BUILLW�G CA I EGUIY:it f9!!!!7 5;-�EAfRLL'ALL6 NAILED AT 6-"oc. ON Er,�GE5 'WIND 31WORTAliCE FACTOR: 1.00 Af-4D 120c�c. iN WEWEI�4ATE t7y.;FFC�RT6 NOTE. ALL LCA!;> 5EAR&,� ;-,EAC�ER5 t�WALL 5E IJ)ITI4 ed CCtIMON NAlt�. A MINIMUM CF (2) 2.xf�, No.2 or BT ep'(P (UON.) AIIND EXPOSURE.,B 5 'EAFIUALL& NAILED AT 3'or-, CM EC�GE5 PAR I LALLY ENCLOSE.0 SIRUCIURE AND Voc. iN iNTEWE!;�IATE 5,UFlF'CRT5 r UJTH 0,,I COMMON t-t4IL6. WIND PRESSURES ON WINDOWS & DOORS (psf) w Parlially Enclosed Situcture j AREA OF OPENING EDGE SIRIP 15) INTERIOR ZONE(4) 1/2' 11' STEEL ftll(-H PLAIE pos Nel pos I Neg 112' pf 4" A:yQ? VATS 0 11' ax. to 34.1 -42.9 I to W st 33-01 (2) 1 "4' 11 'J* Lvt 2,0E W.ITO luc)if 31,51 -37A 31,51 -33J to 2w st �0. -35.2 X0.1 to �sf d 1/2' 4' A307 EKATS 0 12* ox GCp 0-55 THIS STRUCTURE IS LOCATED IN THE 0 WIND BORNE DEBRIS ZONE AND HAS BEEN DESIGNED ASA PARTIALLY FLITCH BEAM DETAIL FER FLOOR LATIOUT ENCLOSED STRUCTURE. THEREFORE THE DRYWALL CEILING CANNOT BE CONSIDERED FOR LAf ERAL BRACING OF THE BO-f-TOMTRUSS CHORD. THE Li ...... LATERAL BRACING SHALL BE ACHIEVED BY INSTALLING I x4 No.3 or BT SYP NAILED w/ (2) .131 x 2 �12" NAILS ON THE BOTTOM CHORD A"rTHE SPACING NOTED ON THE TRUSS ENGINEERING OR USE SIMPSON TSB2-24 w/ (2) 10d X 1 !12'* NAILS IN EACH TRUSS AT SAID SPACING. Lu CN cq 6 LL X W LL w > z 0 3: 000 Lo Lo C:) 31-O'j V11, c2l r) rj SVIEFF* S ,,w2 L t,E L""'L""'13 CA AIINDF-X ,IGU F UR ��42