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HomeMy WebLinkAboutAs Built Elevation Plansr y NOTE: ALL El 9VATION5 ARE A55UME0 RELATIVE TO THE CENTMINE.OF OLEANDER AVENUE. - p 4% 35' d <« T GENERAL NOTES s ' e veveb mart Gods 5edr At concrete to be min of Pc = 3000 p.s.i. at 28 days. 186' of 6==,ng Hedge as required St. Lurie Go, Land D - _. S' g' h0 rt �lon 2Oq.04, Subsection E (pg. 4%). �. "" -Sop bearing capacity for this protect Is 2500 psi: � ss q. } e • -Compacted tolls shall tested to a minimum of q of op Modified Procter in accordance with AST,M D 1557 and 0. 33 vT 24 K,. 33' b> �3c yr'^E cy compacted and tested in IRS not to exceed 12 Inches. ka < - Reinforcing steel shall be min. grade 40, Reinforcement sha gA ' be placed in accordance with AISG, CR51, & ASTM 615. In IZ + a S at EL si 9 - Reinforcement of laps in footings shall be 25". Corner bars 18' x 60' e. 96* : • m rI, CM are required at all outside corners..� " ,91P slu v ylk I R 5 Footings shall be a min. of 16' In width or as Indicated on dr en Ac,• IV '. o fa i.''vP` • �� , o Roof OL & LL = 50 p.s.f. g z me 9� 9� o _ i r ^ I a Q Floor LL = 40 p.s.f. ay: ; �� fi� • $ Alt pre cast lintels to have min. 8" bearing. a e� w s e m OADING I �g Either "Cast -Crete" or"Powers" Ill= Q `�?"+� J \� -) g I • g See final engineered truss drawings for upliftloads. p-1 m The Design Pressure for this protest Is 3146 (qx {q 2 w d i e .p m 0.00256K2(IV)2= 31.46 psi) (s =120 mph.) ? — H $ f Glazing at exterior doors, whirlpool, shower, ba-r tub and } $ ! similar locatlons will be of an approved safety glans. Poison sop beneath 51ab prior to concrete pour. a %x fv Poison x �: 9 surrounding soil at end of construction as ? f g rtr p l - SC - per State regulations. �/vv: _ iy'`'3. 1 4� _ r 5 -^ti is D Based on the maximum probable occupancy Ic -:d of e • «,tea. " � • € the space under Consideration, an automatic fire CC .4' ' I • 1 „-� sprgingkllersysemInstalled Asaccorrdace ithtsrRA13, ii?1. 19 ,didon eci P P d n ,_r s "verr t i • for the installation of the fire sprinklersystem. 4 ti3.i h�l l' IF -- _ Mid0 . c T" installation of a fire alarm ayatt m 45 requlre4. unde, e u; .r - sQb N n�¢9 aeG ,n pernmi. Cl i �•,- - - - lee awe ''P (s ., � Au',orraGc fan shutoff for the HVAC system'I Is r�qulre aoa �J t9 82' A KNOX BOX is required. u< tjo D C rafttAopping In attic is not required. 5562i05.2.3, x= { - 4;120' 24' - RETENTION: RETAIN 1 st ONE INCH: Cz F' 3.81 ACRES - 1b5,g63.6 5F DIVIDED : % BY 12. = 13,830.3 CF REQUIRED. �� • < J + v n y 0gJ re + L fl/ (80' x 501 + (200' x 801 x V DEEP L. 6_ lY ' ' v - nee 16,400 CF PROPOSED mta s ,T ,• s. IVe �. r g j � up Gan Direction �y U j � r � t � �axD Ei..,h. � � ewa✓ �. kJ � ant � G � s,h of Flow ( 1 I I J, € „_—c,:.• a . GEF Ip„7,.�1 i tE J L, Et. _. _ — — — — _�a�_ �,. ,. ,.. 1 . __ ._ —. _ p r-7 � +Y% tiv t f✓f. .r- vz F� � w. �� � a `� (i ,.t :. ,�f:(%�!i_•!..,U 1 IIY(:_ :�-• 1 rL 1: �+n t{:�ie ", � �:°.. ._.._ -. .-.,- ELEVAi WITHIN. NA'AGCEV'A,� LE . , ': Remove Braxlllan Pepl, ;r Trees ,< THAT &AustralWn P as -- RANGE SUCH 'KAINAGE:SLOPES AF..,- „ E - 9zeJrarGrrue - ' tt CONSISTENT WITH SITE PAVING &, f)RAiNAG , ua - 61) 561.20` o P1"C�rI f �PEI`t I tle - 'Tt/e^�fs a i C.EA72P� q - ,.w. q :.. y ' NQV 36" MRIEis .,EENOTEABOVE 12" 341 24' 36" --. ----- - - ._ ..---- Okeecho 17Ms 349 ; 10 1`J'-C" 4•: 4 v . D SEGTIa?N 1" n 40.0" w 7-0 0 � �y: „zs r� _ Ft. Pierce p AEPONIC L�' &E-: Cr 5TiiU Tl. ENGINEER', N4t75ELEY COLLINS, P.E. FL 5412 General Contractor 110 NA. 5th 5t:eet, OL,!echobee FL 34w12 S-55ECTION 1"n�.p.:p• t?5� 1 ;REETOS.fH©BEE,FI:.4914 The at; ` ;o tied plans have been designed far and are in compliance Cate: 6/25/00 Revised: 4/16l01 'Scale: as noted with 3 .c of the Standard Building Code 1991 Edition Ap raved: - HT; 1 of 10 , „ , I � " I I _ tear; ` f I A I II ; I t NOTE: ALL ELEVATIONS ARE ASSUMED RELATIVE TO THE GENTFRLINE OF OLEANDER AVENUE. ' !( - 6ENEIRRA Ge a w 186' of 6' high Landscaping Hedge as roquked 5t. Lade Co. Land D Al concrete to be min. of i c • 30J0 p s.i. at 28 days, N 3c a J�,sx Development Code, Section 7.09.04, 5ubsedlon E iDg, 4981. - Sol bearing capadky for this protect Is 2500 pal. 4 Compacted soles shall be tested t0 a minimum of q596 of , Fni t a p 33'4 Y* 93 %1iB n Modified Proctor in accordance with ASTM 1557 and ;w ? ar 'r^tr compacted and tested In Ift not to exceed 12 inches. w ".,: m ikr :' o Reinforcing steel shall be min. grade 40 Reinforcement she 18' x 60' e • be pieced In accordance wkh A15G, G RSI & ASTM 615. k3 yj ;. C14PAC.nae. GWee nee. Reinforcement of laps in footings shall be25". Gorne,t' { F s ' Sty "ate j f ��.,��� are required at all outside corners. tu ffTB „ , . •; Footings shall bee min. of 16" in width ores Indl ,aced on cir, Z, v ✓ �, sr ass • 'op' '� Q. Z,. +/, r, R1wyN' e •• ,. 3� -e itivi �•! fa> - Roof OL&LL=50 p.9f. J v,A� � 0 w } ran T : • S floor LL - 40 p.s.f, e oAD1N R ut txr�;+ ,� m f I All ire-unst lintels to h<r e min 8"bearing.Lu j X P .fdi A f s „ �' „ � � � � � Ekhc^I 'Gant-c<eta,. ?I, J J y¢3 I- Q..... - , , ` s n �-,�I� BNB w,e. to �'''—' 4 i , ` to - se-: "tnei engineered truss dve uin sfor u t 4 z ✓ ,1nee. 'p g 9 Pftlurd_ Z z N ,'Irmo I/me i pF — ^ - Tne Vesign PressAm for this prr,•JestIs 37.46 psi Iqz �;_— e. i fi K m J 00 A2(tY"12- 31 af� psi) it 120'mph,) tItrouu }j. £ •:rY `'� Ry. f- i / ....`f�r' A „ l,ct.�s 8t ekk`rIp v �p :Uih IdC?1n.P M'' , ilaLhtUb aYtC� 4 t o 1, r 7catian. 4, r v , 4q�;, o glans. I F.'"`.+„>r. IL iz ": n, a• I I :,.a ," e i "'/ r r I F ''. Js^t , '+ r , jtSr,:Yf1fS3 M1"R47{Y3 ,i?r''>e y=rX :C`r r ', tLz.' i,*S Q. ... ., •. • _ _ _ _ _ . _ _ _ _ _. _ _' • J,`" 'b',oe':" ::.e Uno""-'r Ca »°1n-11ti is3t�ic, w i s `.Z �y. .nee. asp"r,. , lit t w wkh NFFA 13, z snye z 1g99edklonisrequfed. A'!arlosinie ria aired u : fi r;; �a p �5 �i 1 for the installation of, iefiresprinkler m. IL �° = ° L' I The installation of a Fire alarm s stem is r + / equTAedund r 1 n litu j separate pernmk. �v _ — -- IBZ -. Automatic fen shutoff for the H �IAG sygf.m Is regw1red. Ile3 Q" 1 es x a {� - AKNOX BOX is reoalrrd. 40,.0 24, 3RB EAGRON RETAIN 19t ONE INCH `h! D D pP g ' t q d iY-G *a I E5 165,963.65E Attp in in at,ir. Is re ui^r" ' 2?':K,2 3,3) Z tU 1 tires n., , :, ll Q N Q <{,� Oyu �. ' BY 12 - 19,630.3 GF.REOUIRED. t • 1 f w ax $J s, i �.. late ' f80' x 30.1 + (200' x so') x 1' DEEP = r� LLf .j^F me qg O 18,400 GF PROPOSED x v F M r , <', wee. ben. Dweetlonl t p��""1 BUILT 1"' i i/15I01 n0 t 3 XF. 4s. `.1" s.. w, e. ow ` `V M»>�F+r 1 1 _ o rA: '� I CERTIFY THAT THE "AS BUILT" ELF -VAT! , �5 Zx PROVIDED RELATIVE TO THE DESI xN { Reme a ErMMAIt Pepper Trees ELEVATIONS ARE V41'THIN NA AGC .r'T F3LE� i ffi �, a For or rt & Au- ellan Pines �• - n, k I r'•- RA RANGE SUCH THAT DRAINAGE S�.ctPE:o ;4f.w- -., , CONSISTENT V41TH SITE PAVING & D'a /LIIINAI •E OG _ ., .. - - u! m — _ e ..—,.:. ,— —_ CONCEPTS. � _ J NQ I, R 901.20' 'u Moaefay C. Colfin•, P.E. PLOT PLAN 1 " = 40 -d" Florkle6412 tu �z 4 9, ®V 1 5 2001 II _ } :ab" _ 24" 96^ _.. _ — -- r_-., 5 \ P s" 4": 36` 96" I N O VARIES -SEE NOTE ABOVE ' � 1 _ 107 SW I7th Sheet � � � -- - ---- .� -.,_ L ..- ..._ _� _ — - -- -- _---p�Ctabes, Florida 34974 a O Q-16- z1 )�UVL�" W Z GMP SECTION 1" = 40••0• ' T pucb e. Ccuni Public Works ' I '^,•....,s,�c._.... iK Q D - D SECTION 1" = 40-0" •u,-='""""`"""`""�"` a, nnaelG `No ✓03 0 ^� ' ZQ 31.5 5!8 R • R SECTION 1 " = 40'_p• np 9pSN + ------- 1022 3/6 Oc __-- �� rt. Pierce i�1,�5G NIC L006E L I t�f STRUCTURAL ENGINEER: P.E. FL y M. �t �itl� CGca34o14 5 • fy ®EGnoN 1" = eo'-o General Contractor 110 115th Street, Okeechobee, FI. 34g12 10"T SY4 11th STREET OKEECHOBEE, FL. 349i4 The attached sealed plans have been designed for and are in compliance Cat 6/25/00 Revised: 4/16/01 Scale: as noted a with Section 1606 of the Standard BuildingCode 19g7 F-dkion Ap roved: p SHT: 1 of 10 � r