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Permit 566 Cruiser Lane STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES FLA. 1967 LAWS RAMCO FORM A" Fi 7f3.f� 'Ne �aaxrcxxt�e �ex��extf oRt►�R■ ur ourL�cA�s� �p fuh= it tuxtcei�t: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Descriptionof property......r .................................... � .....�.. . ...`.....`::..,.... rr........................ f f..... ....t..f............. �. o l ; . �; .......................................................................................-..............................................................................................»................................................ _................................................».........»..................................................................................................................».»............»...............:........................... General d an of ovements.......1 `� y�� ` { ata* i npr ........ .I..: ......., f/.(:...`.......t:...... ............. ........ ....-.......................... ............................................................,..................................................................................................»......................................................... .................................................................................................................................................................................................................................. . .!...1.,: .j..!.. ......... 1 �..................,...........................................,..............................,...........................Cwner...(., ` ..�.I.......�.1... . / i Address.... . .:.....1............1' f.»� �.`.'..} .................�..,. .......1 �..,I.�.....�..'..�»` » ..... ......�.,....�_...�.......� .y. ;. . Owner's interest in site of the improvement...../l. ....... . : ,...........................................».................................. Fee Simple Title holder (if other than owner) Name ................................................... . ... Address................................................................................................................................................ Contractor...........l......4 X.....E-1.!l�.SY.4...........�..w.'.Y'4?.�::.... ........................................... ............... ............:.............»........... Address............ !... ..a...........: .�,...t'l.A.h:.a �4.»...» .. ...............:........... : k.............I.............. Surety (if any)............................................................/11.,1...�.:1..................................................................... ...»...»............................... . Addresc.........................»...........»................................ ..............................................................................A+nainl of bald s................................ Na+ne of person within the State of Florida designated by owner upon whom notices or other doarnents may be served 1 Name .... ( ..:l C ...... !.......... ......».. ...,.....».......................,.,....,....................................................»...........».................................. ll Address............- »................. ( l.. c' 1- r > > , ». .. f.........., ................................................................. In addition to himself, owner designates the following person to receive a copy of the lienor's Notice as provided in Section {7131) (F), Florida Statutes. (Fill in at Owner's option). iName .............. ...Yf...C...............o. .P.r6b.0- .................................. ....».............»....».....».»................................... Address r-N,.l.e....rel.A!C!� �... . . . .�. .... `��.�,. . .....3 LZ 33.. ............. r.t4 ...... . .1 R[CORORR•a Ye[ONLY TOP CHORD 2x4 $0. PIME 12 R, E9CEPT AS SHOWN t+ea) 02 HIP OR QOjjm0N TRMSS BOT CHORD 2xY 50. PINE 112 K • (2) 1GD TOEMAILS. 0o IJESS ZX4 SO. FINE 13a• I3] ]6D TDE)tgtl5. T 1 2' TYP. PROVIDE UPLIFT CONNECTIONS AT BEARINCS AS INOICAT£D. 4PT14RRL!Q�ERHANG 11 HIP TRUSS UPLIFT35811 2989 S UPLIFT BASED ON 16.2 ASF TOTRL DERD LORD, VINO SPEED a110 11PH. MEAN RCTe17.5 Ft. ' ENCLOSED. (SBC) VINO SWRLYSIS ALSO CBnILIES UITH SOUTH FLORIDA BUILOINC CODE FOR 124 t1P14 FIND 30.0 FT. MEAN HE11:NT. PROVIDE UPLIFT CONHECTJDNS AT SERRINCS 8S INDICATED. UPLIFT : 5881 43811 BRC LOC: • ++ UPLIFT BASED ON 10.9 PSF-TOTRL DEAD LOAD. UItRD 3" 1 SPEEDa 128 11PH. BEAN NGT=22.5 FT. ENCLOSED. (SBC) VIND ANALYSIS ALSO COnFLIES WITH SOUTH FLORIOR Ot1ILOINC CODE 1' ] 2 3 '1 4 c FOR 120 11PH AND 39.01T. MEAN R41CHT. , Lc-t 14IPJACX TOP CHORD WIDER GRADE (•+* m t t 1 1 E MAX. NORMAL MAX. HIPJACK SOFFIT UEIG147 4-+*+�-{ 3'--••! 5'� 7'� �2'--1 C:5 OVERHANG OVERNAHC ]' TVP. LENCTH LENGTH 2 PSF 18 PSF >-4 +las OPTIONAL VERTTCRL VES. USE ALPIRE 1X3 OR UOOOLDC 13 w 9-09-60 0-88-88 le N 12 N RT BOTTOM OF VERTIM, USE RLPIRE 3X4 OR VOODLOC 26 1-96-89 Z-01-87 12 N 112 N AT- TOP OF VERTICAL RHD DOUBLE UTAGOHAL WEB. 1-89-00 2-85-11 M2 N2 OENSE aI rR ice wq-r" col++Ee im ar KARutcs As Tt+DIt:a rp. 1-99-69 2-65-11 - m? N Ultirr ; w00r 3500 2-08-08 2-84-15 p 1 It DENSE 0,116 Ltrct .r UPLIFT 06SED OK 9.4 PSR TOTAL CM LO.O. wtNO SPEED•f20 w". MEAN W1-22.1 FT. EK1414.04. 12991 $00 3.99 13__ MI REVISED TED WMA fi?'S9 �k 2.12 1 .5X4 ALPINE TO t OR ' 2X4 ALP I ME ,« ` 2X? ALPINE 9'6$ 23 1100flLDC *M 24 UOODLOC OR 2? u0O0LDG ** OR { + 3X4 ALPINE s]ItPSGN TRJAZC Q + ++ OR "MY OE used t 25 14001OLOC at 1 **e • 9-18-13 OVER Z SUPPORTS R•i6}� u• 3.30• a R•1i521 htt 3.50' CND f1ND CORKER JACKS HIPJACX c" PLT. TYP.-ALPINE OR 4000LOC FURNISH A COPY OF THIS OESICR TO ERECTION fCNTRACTOR w q v o 2= o 0 4* Kr+ue r.elwtles reeetetn. Are. rfusus.revue tslurt au DES 1 CH CRI TTP 1 REF I11PORTRNT**suss.er Ic-weeste(t t1. NovWARNING "M ,.e.n►.t. [.,little +w. E-- AUSS strtwlte■to"Tett OCS1e.04 Sect(WCOPIccllees. M Nov er.tlet. see•lie-It e+ ort./(t loos e(stt■ :r���+. �8,f,'� TC Lt 30.0 PSF DATE 04/03/1392 ►Attwt is lvua Nor Salols lir etreerrca v111t 04113 e.Art ret>'IltrlerK s.ltix rrawKre ri.tlrt rt ,,,}4{ �11f1 ,k0 �' t►ttle t+lorttatf art>wr w Pees twsT, 51"k Ktltei isle glKwlrtf.tnless eT.•ravest F+eltw•te. 1v :4 r �• Tt OL DR IS PSF URS]C SSS. 1 7 1t"I Cs et cutter AS W111. W t•I C"WC1eaS t0(ate,.lit If MIND luou K u•tetatr Iea(p Wo?%04tH h►a 34794 e . u11SS 1x0 Ue1.ISI etsrUM ietercl IN 1rn MICIL rlftlter 1T 1tttlt•¢I rltre.a$.¢Mute. mo" ' et 01, 16. 0 PSFNC-ENC ( RFItVm=nre.P eesal4K% IT♦. 1!t X tole-t. .Ctice ttmowoi 111111 tebPkv at t.ttR.store nRICK•• 1St � rFaC.tO. 55 PSF 0/Ft LEN. tarealt v1M►�1tY�t reOYlfle.t K Mr , 11111. 1111 trGiaKtrf Mtlrf ttCrttet west(IIfNIY t rat raerte IT• t!SK ee Mlt Mr+IK rrfltI a 1.t sweet■t It"Me vat a v%KIL an et If M. aw•ltte a tar.w lots w. t ; � 011RFAC1 .�3]M erlT. rrel twKt w K+tt�te erlo lir.aT 04.sa w.. 0rttca a ter oast tart/rw to"aw a. att+ItO'ip `` t� a C=a A 1� o .._..I • owns rt*t(tustnrlt. evt •ewaloaee�etstee trte.rtteila„rw so"[Alt-uttiw �'•••• •��"� SPAC I KC SEE RBOVE ITYPE 7' EETBACX OMARC M , C O R P 0 . A T J�l,�.•-."�� 2455 S.Thi/ditest.�8C�C80fNmBft Ch.FWid@`�`50.90d•'241•$M GiBfM18�C.Ofltf8000�8• It, ; •C1C7./rG•r-,l--{��� t ;Its I I I r 11 i; iI _ � I Ii N I II i • - ' �,..� is {i p i is .. y � ,� rte' i .. ' _ i (. v _ , �� r �.��..�1_ _ .V� .. r ...��,,'y.i ..,.. ____.. ._..... --- � � � � �,� -�- ��` ., I .. �.., .,. � � � f l- � ± , ,; 1 � _ � � �� � v � � ..._ ._ � i � .� ... _� .1� I �:. i �1 --1 ���� � . 1..� „ r �; • 1 ,ti I i� i I I i 1 ,j • i 1 I 1 440 =1 'a. MARCUS P"Om C O R P O R A T I O N 2455 S.TNrdStreet Jacksorrville beach.Florida 32250.404'2415530 Goneral Contractors. '�A44 CLIMATE ZONES 1 2 3 ANTER t/$bobs SUMMER OR ZEA SGL DBL WOF GROSS OR AREA SINGLE DOUBLE SOF GROSS (9F) WINTER CLR TINT CLR TINT (9F) SUMMER POINTS POINTS N 157.4 0.8 /Y • 6 N 1 L 146 123 101 / / p NE 157.4 120.8 NE 221 186190 159 E 90 157.4 X99 /6 / E 0 289 242 209 1 2 59 a Z SE 157.4 0.8 SE 261 219 226 189 S '�, 157.4 120 -`]{ •2 S { L 190 160 1 134 I 0 SW 157.4 120.8 SW 261 219 226 189 j W 4 g 157.4 0 3 g 2--51 W 289 242 209 t 1 L 0 yP y NW 157.4 120.8 NW 221 186 190 159 Z H 46.4 79.3 H 489 408 432 360 u J J Z L H=HORIZONTAL GLASS(SKYLIGHTS). FOR SC OTHER THAN 0.83 SEE SEC.902.2(a)5.TINT MOLT.MAYBE USED FOR GLASS WITH SOLAR SCREENS FILM,OR TINT. TOTAL GROSS WINTER POINTS Z y/. / TOTAL GROSS SUMMER POINTS G Y 3'v y. R=4.2-4.9 (o /. 1.14 to 5c, R = 4.2-4.9 G 3 S Y. If 1.14 -7 7 9 Sd'- R=5.0-6.6 1.12 R = 5.0-6.6 1.12 i R=6.73 UP 1.09 R=6.7& UP 1.09 DUCTS IN CONDI- DUCTS IN CONDI- TIONED SPACE 1,00 TIONED SPACE 1.00 HSM FROM 92 7(,bcl x 0 30(o(0 2 • CSM FROM DIVIDE BY DIVIDE BY CONDITIONED 3D(o 1, Z 2 / 2, 30 CONDITIONED 6 3/y 4 Z 7 S FLOOR AREA 7i '� - 2 ��Y WINTER POINTS FLOOR AREA SUMMER POINTS AL ULATE N R Y PERFORMANCE INDEX WINTER SUMMER HOT WATER E.P.I. ADJUSTMENT ADJUSTED CREDIT PTS. PENALTY CALCULATED POINTS POINTS. PTS. 91 TOT SUBAL MULTI. 9B E.P.I. 9C + 90PTS. 9E E.P.I. X3. 3 + 2-7 _ _ _ 90 /,��y - 5 3• _ _ + - - 53 x _ THE CALCULATED E.P.I. MUST BE EQUAL TO OR LESS THAN 100 POINTS. B D M MULTIPLIERS CONDMONED 901- 1101- 1301- 1501- 1701- 1901- 2101- 2301- FLOOR AREA(SQ.FT.) 0-900 1100 1300 1500 1700 1900 2100 2300 ABOVE ADJUSTMENT 1.21 1.25 1.31 1.36 1.42 1.49 1.57 1.65 1.74 MULTIPLIER 3 RESIDENTIAL CALCULATION JRM 900,A-84 CLIMATE ZONES 1 2 3 COMPONENT WINTER GROSS SUMMER GROSS WINTER SUMMER AREA x WPM = POINTS AREA x SPM POINTS R 0-2.6 31.4 16.2 R 2.7-3.9 W.3 11.5 CONCRETE R 4.0-5.9 15.6 9.9 N R6.03UP 13.1 9.2 Q FRAME R 0-10.9 26.1 20.0 3 OR R 11.0-18.9 7.8 -i-1 9.2 2. BRICK R 19-25.94.9 5.6 VENEER R 26 & UP 3.6 4.2 COMMON 1 7.8 2.5 `br MOD OR METAL 247.7 loy p . 36.4 529•� Q INSULATED 235.5 14.5 O STORM DOOR 124.4 29.0 p COMMON 61.9 4.5 R19-21.9 152. 5.0 57(10 I 15 2- 5.5 3 6 UNDER R 22-29.9 4.1 5.0 ATTIC R 30&UP 3.3 3.7 zR 6-7.9 14.2 14.9 Z M R 8-9.9 10.9 11.3 W SINGLE R 10-11.9 9.2 9.5 U ASSEMBLY R 12-18.9 6.7 7.0 NO ATTIC R 19-21.9 5.0 5.5 COMMON 4.8 1.5 w R 0-6.9 15.5 4.8 aR 7-10.9 6.5 2.1 N WOOD R 11-18.9 5.6 1.8 zR193UP 4.0 1.3 cc Op R 0-2.9 19.4 6.0 oz ,gyp R 3-5.9 12.4 3.7 LLZ R 6-10.9 9.3 2.6 cc CONCRETE R 11-18.9 6.2 2.2 j R193UP 4.4 1.6 O COMMON 4.8 1.5 w EDGE INSULATION PERIMETER WPM 3, 315 0]a R 0-2.9 �I 92.7 R 3-5.9 69.5 W Z PERIMETER R 6 6 UP 46.4 O 2 FLORIDA ENERGY EFFICIENCY CODE `4 FOR BUILDING CONSTRUCTION SECTION 9—RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900-A-84 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9 of the Energy Code, An alternative to this method for single-family detached dwellings, and multifamily attached dwellings of three stories or less, is Provided in Section 10 of this Code.Only dwellings which are above ground frame(wood siding,brick veneer,etc.)or concrete wall type construction may be calculated using Sections 9 and 10.Other types of construction must comply under Section 4 or Section 5 of this Code.Additions to existing residential buildings shall comply with the requirements of Section 10 of this Code.Detailed information on how to complete this form may be obtained from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32301. PROJECT NAME I L Y .0 W t L.L f NI► PERMITTING OFFICE: AND ADDRESS: AT L ArI Tit 9&-ACA CIRCLE CLIMATE ZONE:1 2 3 BU!LDER: M/AXCv S to C 01106 S PERMIT NO.: OWNER: M AtZ C-jS ?' t72o .,n JURISDICTION NO.: DETACHED IF MULTIFAMILY,NO.OF UNITS � GLASS AREA AND TYPE COVERED BY THIS CALCULATION: l�_l� CLEAR TINT,FILM,SOLAR SCREEN SEPARATE CALCULATIONS ARE REQUIRED SGL SGL FOR EACH WORST CASE UNIT TYPE.CHECK IF © ATTACHED THIS CALCULATION REPRESENTS A WORST ' DBL DBL CASE CONDITION. NET WALL AREA AND INSULATION CONDITIONED CEILING INSULATION CBS R= FRAME^ R= FLOOR AREA UNDERATTICGL.ASSEMBLY 110 ® R= !� f � FF' = COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM ©CENTRAL L—J NONE ELECTRIC STRIP ❑GAS F] NONE' ELECTRIC RESISTANCE ❑SOLAR ROOM F] OIL SOLAR_ HEAT RECOVERY ❑GAS 1:1 PACKAGE TERMINAL AC a HEAT PUMP:COP = ® © DED.HEAT PUMP:COP EERISEER= TTS-1.E .a OTHER: ❑OTHER: CALCULATED E.P.I.: CALCULATED E.P.I.MUST NOT EXCEED 100 POINTS In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indi. and specifications covered by this calculation are in compliance with the cates compliance with the Florida Energy Code. Before construction is Florida Energy Code. completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. OWNER/AGENT BUILDING OFFICIAL: DATE: 5-30-SS DATE: 9A I PRESCRIPTIVE MEASURES(Must be met or exceeded by all residences. MINIMUM REQUIREMENTS CHECK TO INDICATE COMPONENTS MINIMUM COMPLIANCE WINDOWS 903.1 MAXIMUM OF 0.5 CFM per LINEAR FOOT OF OPERABLE SASH CRACK. DOORS 1903.1 MAXIMUM OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA.INCLUDES SLIDING GLASS DOORS. EXT.JOINTS 6 CRACKS 903.1) TO BE CAULKED,GASKETED,WEATHER-STRIPPED OR OTHERWISE SEALED. CEILING INSULATION(903.9) MINIMUM OF R-19. WATER HEATERS(903.2) MUST BEAR ASHRAE STANDARD 90-80 LABEL OR A MAX.4 WATTISO.FT.STAND-BY LOSS.SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC)OR CUT-OFF VALVE(GAS)MUST BE PROVIDED. _ SWIMMING POOLS(903.3) IF HEATED BY OTHER THAN SOLAR,MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. ALL NON-COMMERCIAL POOLS MUST BE EOUIPPED WITH A POOL PUMP TIMER. HOT WATER PIPES(903.4) INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES,PIPING HEAT LOSS SHALL BE LIMITED TO A MAX.OF 17.5 BTU /H PER LINEAR FOOT OF PIPE(SEE 504.4 SHOWER HEADS 903.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE. HVAC DUCT CONSTRUCTION CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE. 903.6) DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM R-4.2. HVAC CONTROLS 903. A SEPARATE.READILYACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. 1 MAP SHOWING BOUNDARY SURVEY OF LOT 6 BLOCK zS"f AS SHOWN ON MAP OF 5FC7'l0AJ "P" 4 rLAdJTrC F36-AC A4 AS RECORDED IN PLAT BOOK PAGE 34 OF PUBLIG°RECORDS OF DUVAL CO. FLA. FOR Z 0 7- pL.14-n-1 C ;70, I C - (QnsEwnnn PEl? FLAT) - sfb wISLc c. 'p N ,� 11 Ak q.y Q N l S�rN 9 �ti o � F SC>' FDi.P. � LnC ZSO Ci✓O. v✓-O. /i- 7 o a i iva✓. 4. /9 BC I HEREBY CERTIFY THAT THE n r SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD AREA ZONE Q -7 AS SHOWN ON FLOOD INSURANCE RATE MAP n FOR THE CITY OF JACKSONVILLE, FLORIDA,DATED 4 /R F33 MAP SHOWING BOUNDARY SURVEY OF LOT 6 & 7 BLOCK 251 SECTION "H" ATLANTIC BEACH AS RECO:-:;cD iN i�L.AT i :,;K :ti. PAGE 3-: ACCORDING TO THE 'vIAP RECCROtD IN THE CURnE`.- PUBLIC FE:CORDS OF DUVAL COUNTY. FLORIDA. CERTIFIED TO: CHR!STIAPI M. SMITH. EANCSOSTON MORTGAGE CORPORATION, OLD REPUBLIC NATIC?,1L TITLE INSURANCE COMPANY, AMERICAN FIRST COAST TITLE SERVICES,INC. v. F-11 W. 1996 ac'l Lf).-f 7/n T T tr ic I 7- t• w� _- =x5 r a .... __ __ ... _ ter. -h•-- C•. fT•:Q: _ x - y It � a 1C2.00'(P) - a A 14TH S31lEI:T-• a v d A • • R ,.�.t -..rC_ a/-t•" oc a^nl^^•:.i: cA cc�lcV>S Cx P£S�CnCNS cti NY7 �N Tl.? PUSS !!!CORDS OF DUVAL cfvoVTY rt-p,oA v;T FU~SWD AT r?UE CO- TAS "%,-EY (21 LE^•AL CFSc ArF770N _ - ♦ .. - . __ �_ _ �, Yv !• f tp^Ap , I Of...,fir ._��. - ♦ .� -,,-•�l•1. --'O - - /- T?_ _a_ _ '- _ _ -- - -_ ..• -_ - -• -_ _.a - •� __ .. •,.. _'�_, �- _•. _ _ •�£.ti3:,a / tic .:% 3d.:•:..+..:. ati.:'=� I>w: :F REvFRS£ CUR�f. (C) - D£NCi£S CAVPUMD (P) - COTES PRAT, (D) - 0000TC4 OECD- (R) - DENOTES RACAL. PP - DEWQiYS POMER POLL /f •+ DiHa7T1E3 PQpT OF TANGEEr�Cr •' COHCRtTE u4+r.vatvT fOt1No. (t2�) - vc TD rt. -f-t- - Mn+O_%ES_Ovvlc'�_a�+_aE+�0_ELECTRTC-►MRE Ar�D_TE_LEa*+O►,'£ LfN£.O_ DEdr11'l1AS f/S Mme►P'+T"L' FOV • - D£v®7'£S 5�8 •4CN I - , _ __ _ •' -.��' ... - �.e c� 3Ja. L. -•::£�J:g:i Cl3.= v `9_ L June 27, 1996 City of Atlantic Beach Planning and Zoning 800 Seminole Rd. Atlantic Beach, FL 32233 To whom it may concern, I do certify that there are no existing trees within the area of the property(Lot#7, Block#251, Section H) where the new attached garage will be built. Sincerely, A Christian M. Smith E _ 6744 MR,a4 . DEPARTMENT OF BUILDINO WYOF ATLANTIC BEACH PERMIT I NF`ORMAT I ON _�� LOC�ITI 60 I NrOR" ION Petmit Numbei 6744 Address: 566 CRU I04R, LANE Permit Type: MZCHAN I CAI: ATLANTIC BEACH, FLORIDA 32233 Class Of Work: ADDITION -- LEGAL DESARIPTION --_------- C ons -_..__.Constr . Typ+ : WOOD PRWE Lot : 8166k: Bectifln: Proposed ds e: SINGLE FAMILY Township: RNO Q Dwellings : I Code.: O: Subdivision'. i. E t I11At@G� Ua Ue: $0.00 Improv . Bt: ta0.00 Tot X37 .C!4 Atitoun x$37, 00 i r or s ng, centra gat ren in TION, - : � _ � „_ ° ... _.. APPLICATIONS FEES. - SSRI PERM $37 .00 'Addr C LANE ,} A ��.`�b' FEE" , FLORIDA-, 4 WATER METER $0 ,010 RADON GAS-H.R.S $0.00 "TRR �F'ORMAT - .._ RADON GAS ­ % $0.00 .z, ..,. <m .. EaYae � � ..�.. IATER SAP a. . . w . ? .00 "Addrtss: 54 N` .$NTH STREET6EWER TAP $0 .00 ` A r EACIt, F'L 32 233 HY ItRA19 L I C SHARE �4 0 0 Li sem. $ Type i 3 RE'"INSPECT F`EE 'A_ $O a OTHER 0 NOTES: NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE"OF ISSUE . . BUILDING MATERIAL,RUBSISH,AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPADE,AND MUST BE 4 CLEARED UP AND FiAULED'AWAY BY EITHER CONTRACTOR OR OWNER f i .0 O +0O L WITH tM MECH NICS� Utlio r a �u r iN THS PRO�ERT t ' t tKPAYING TWICE. BUILt :1 AiiP tt Y IVIENTS' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND:SUBJECT C 93 VIOLATION'OF APPLICABLE PROVISIONS OF LAW. Ttlf Cm ATLANDC`BEACH BUILDING DEPARTMENT RECEIPT MbER> 087-315 aAkl- BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 ' APPLICATION FOR MECHANICAL. PERMIT - CALL-IN NUMBER IMPORTANT --'Applicant to complete all items in sections I, Il, III, and IV. LOCATION Street Address: OF Infersecfing Street$: Between And WILDING Sub•diviuon . II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement wa hereby agree to pe•Ic••n sa;d wo•i with the atfached plans and specifications which are a part hereof and in accordance wife the Cify of JaclsonvTo ord;,a�ces a^s s•a-ze•al of good practice listed therein. Noma of:M`chenul , Contractors Contract-.r [Print) (9 ?� tJ`eGJMaster (/71tiw '40.0 d". Property Jalliv. dI4,8" �s�c� ►re Owner Sigeehlre of Owner Signature of or Authorised Agent Architect or Engineer III. GIENERAL INFORMATION A Type of hosting fuel' e, IS OTHER CONSTRUCTION BEING DONE ON �E;echic THIS BUILQING OR SITE 4 d ❑ Gas--❑ V ❑ Natural ❑ Central Utility If YES, GIVE NUMBER OF CONSTRUCTION ❑ 09 � PERMIT ❑ Other — Specify IV, MtCHANICAL EOUIPMENT TO BE INSTALLED NATO OF WORK (P complefe 60 of components om bac�thiis rml L Residential or f) Commercial ❑ Space ❑ Race., tal 0 Floor J Now Building �r Conditioning: ❑ Room Control tom'� ting Building ❑ Duct System: MetisSal Thicknea• Replacement of existing system Maximum capacity c fm O New Installation(No system previously installed) O Extension or add-on to existing system ❑ Ref.:q.rstion 4II ,L7 Other — Specify ❑ Cooling tower: Capacity g P rm• ❑ Fire sprinklers: Number of h" ❑ Ei.wter ❑ Man"t ❑ Eauleter (nutmber) THIS SPACE FOR OFFICE USE ONLY ❑ Gawhae pump`. --(number) IRKe+»rl ❑ Tanks (number) Remarks ❑ LPG c nfai .(number) f. i ❑ Uaflwd peraalsra$cows Permit Approved by Daus�. ❑ {eE.ra ❑ OM — Specify Permit F.- er LIST ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT capjarAy A rvvtmg Number Vnits Description Model Number Manufactuber ('tooa) e W /dAl A a p G e ooA- HEATING FURNACES, BOILERS, FIREPLACES %%1_w..tt.Je. 111■.w94nHnex VrsA■t IITflrfsAe! >fT■nuI■w►+.«» G>�•er ���� t S o w ALUMINUM ENDCAP CLIP (SEE BELOW) w FULLY WELDED TO STAIR STRINGER U) SEE C/S-1 FOR e \ w � MOUNTING OF LANDING ��/ \� x RAILS TO SLAB x�� �\ CONC. LANDING SLAB w o w Z z o ?w¢ / \ w J- w / \ o,�- 1` Q 2x1 CAP EXTRUSION, EASTERN Zw z0 METAL SUPPLY (/EMS) PART !! \ x x o 0 STAIR STRINGER 11/2"xCONT.X28-63-275 w w J wS , o > CHANNEL (ALLOY 6061-T6} f > ~ F¢W N W I in 61/2„ CONC. SLAB ! 1 /f ' o 106 o Q ! ® v Z r ¢ u;Uo � m- ., f <<3 J JV O� � r M o - T SLAB - <j f 1 j EXIST. MASONRY WALL Q o o z °I zo Bi TO REMAIN Z 5°° R a r¢ ¢ cn � p .0x0.125 ALLOY 6061-T6) J o w p _II, f ZoJ m �RAILING POST FULLY WELDED TO d 11 11 _ - �STRINGER @ 3 -4" o.c. MAX. � c Q 1 rU� U I ! I ! E / ¢o ! I >� _ ` I w I— 1/2" SQ (ALLOY 6063-T52) v / , r m PICKETS @ "0'-4" o.c. MAX. -. FT > z¢r C? DUD > - � ,�����; � a � A,Q/Lp �q�,T � �� ALUMINUM L8x6x /gx0 3 (LLH} ; f >?j w F 0 i 1 » z- r Q _ ¢ w 1 SIMPSON STRONG TLE 71 a WEDGE-ALL T STAINLESS STEEL - 11/4"0 SCHED. 40 O - (ALLOY 6063-T5) � EXPANSION ANCHOR W/ MLN. 31/2" J Q STD. PIPE GRAB ALUMINUM TREADS !`' EMBED. INTO CONC. LANDING :5,0 _ 4 _ Jz r � � z BEYOND TYP. Y2„ 3Y ® 2 } (1)-1/2"O STAINLESS 2 O-Z » U K— C— ¢ STEEL THRU-BOLT w/ Y2 3 w .0 t . . & WASHERS . . . I— U z EXTEND GRABS TO V MEET CODE bi C 10x5.28 (ALLOY 6061-T6) z _ ALUMINUM CHANNEL o I- � N N \� Z W O d G V) o W Y2 -_ - �I � �C n ' Z ALUMINUM ENDCAP CLIP J w FULLY WELDED TO STAIR STRINGERLu r' M a g M vwi 9 " , CV � EXIST. CONC. PAD S 1 x1 ' VERTICAL � w _ _ PROVIDE /1 g 4 TO REMAIN CONTRACTOR TO FIELD DETERMINE SLOT FOR THRU-BOLT M w CONNECTION Q ®_ wF% r. DETAIL AT LANDING TYPICAL STAIR ELEVATION 2 S-1 134" 13/4„ � >.I o SCALE: 11/2" -- 1'-0" SCALE 1/4 s t`-o" —iLL- NOTES: W = 0 1. ALL ALUMINUM SURFACES TO BE POWDER COATED I- <C U Q a PRIOR TO INSTALLATION. o W r m ® U fy fy F— ui ry oZ w O Q U) FEMALE TOP RAIL WALL MOUNT J FASTENED TO EXIST. MASONRY ~ Z Q d WALL w/ 1/4" CONC. SCREWS O TOP RAILING w/ w/ MIN. 11/4" EMBED. INTO CAP EXTRUSION MASONRY WALL SEE ELEVATION t W GRAB RAIL J SEE ELEVATION e Q / � TREAD BEYOND ALUMINUM L3x3x1/4x0>-4„ w/ j SEE ELEVATION SIMPSON STRONG-TIE W (1)-'/2"0 ,1.5xO.125 (ALLOY 6061-T6) /�, co STAINLESS STEEL "WEDGE-ALL” G POST FULLY WELDED TO , 4 EDGE OF SLAB w EXPANSION ANCHOR w/ MIN. PLATE @ 3'-4" O.C. MAX. } j Y2„ 3" 2 0 31/2" EMBED. �� --- f �f / .} �tPICKETS r � T � /',j�' - � DE��vl G.ZEBOUNI,P.E. SEE ELEVATION ✓ f ' _ f r TRU TU L ENGINEER - ✓ CV O ® tom- ry t - f LA -I L_____ ^ _ - - I1 r7 T CONC. SLAB .._ _ _—_ POST6 , ! / -- '' ^� �` o o RAILING 1 FULLY S q WELDED TO BASER \ d ,, = /4 r N \ / 4 _-__ � Q � `._.__.�_:__�� � 1 y Reg.Na.16736 \\ / EXIST. CONC. PAD - "_ / (4}- /4'0 SIMPSON STRONG-TIE w / STAINLESS STEEL "WEDGE-ALL" - SD 1 EXPANSION ANCHORS w/ MIN. 3" 41 EMBED. SET BASE T_ w/ SILICONE PROJECT NO. TYPICAL RAILING ELEVATION AT LANDING c ® DETAIL AT EXIST. CONC. PAD g SEALANT° UNDER PLATE SCALE: 3/ " = 1'-0" s-' TYP. POST BASE PLATE- D ISSUE z » 034 S-1 4 - 11122/10 ``' SCALE: 11/2" = 1'-0 ISSUE DATE S-1 REVISIONS: ry 1 SCALE: 1 /2 e- U) z w DRAWN BY U GGS CHECKED BY: z DJC QfQ a O �I r S o w ALUMINUM ENDCAP CLIP (SEE BELOW) w FULLY WELDED TO STAIR STRINGER U) SEE C/S-1 FOR e \ w � MOUNTING OF LANDING ��/ \� x RAILS TO SLAB x�� �\ CONC. LANDING SLAB w o w Z z o ?w¢ / \ w J- w / \ o,�- 1` Q 2x1 CAP EXTRUSION, EASTERN Zw z0 METAL SUPPLY (/EMS) PART !! \ x x o 0 STAIR STRINGER 11/2"xCONT.X28-63-275 w w J wS , o > CHANNEL (ALLOY 6061-T6} f > ~ F¢W N W I in 61/2„ CONC. SLAB ! 1 /f ' o 106 o Q ! ® v Z r ¢ u;Uo � m- ., f <<3 J JV O� � r M o - T SLAB - <j f 1 j EXIST. MASONRY WALL Q o o z °I zo Bi TO REMAIN Z 5°° R a r¢ ¢ cn � p .0x0.125 ALLOY 6061-T6) J o w p _II, f ZoJ m �RAILING POST FULLY WELDED TO d 11 11 _ - �STRINGER @ 3 -4" o.c. MAX. � c Q 1 rU� U I ! I ! E / ¢o ! I >� _ ` I w I— 1/2" SQ (ALLOY 6063-T52) v / , r m PICKETS @ "0'-4" o.c. MAX. -. FT > z¢r C? DUD > - � ,�����; � a � A,Q/Lp �q�,T � �� ALUMINUM L8x6x /gx0 3 (LLH} ; f >?j w F 0 i 1 » z- r Q _ ¢ w 1 SIMPSON STRONG TLE 71 a WEDGE-ALL T STAINLESS STEEL - 11/4"0 SCHED. 40 O - (ALLOY 6063-T5) � EXPANSION ANCHOR W/ MLN. 31/2" J Q STD. PIPE GRAB ALUMINUM TREADS !`' EMBED. INTO CONC. LANDING :5,0 _ 4 _ Jz r � � z BEYOND TYP. Y2„ 3Y ® 2 } (1)-1/2"O STAINLESS 2 O-Z » U K— C— ¢ STEEL THRU-BOLT w/ Y2 3 w .0 t . . & WASHERS . . . I— U z EXTEND GRABS TO V MEET CODE bi C 10x5.28 (ALLOY 6061-T6) z _ ALUMINUM CHANNEL o I- � N N \� Z W O d G V) o W Y2 -_ - �I � �C n ' Z ALUMINUM ENDCAP CLIP J w FULLY WELDED TO STAIR STRINGERLu r' M a g M vwi 9 " , CV � EXIST. CONC. PAD S 1 x1 ' VERTICAL � w _ _ PROVIDE /1 g 4 TO REMAIN CONTRACTOR TO FIELD DETERMINE SLOT FOR THRU-BOLT M w CONNECTION Q ®_ wF% r. DETAIL AT LANDING TYPICAL STAIR ELEVATION 2 S-1 134" 13/4„ � >.I o SCALE: 11/2" -- 1'-0" SCALE 1/4 s t`-o" —iLL- NOTES: W = 0 1. ALL ALUMINUM SURFACES TO BE POWDER COATED I- <C U Q a PRIOR TO INSTALLATION. o W r m ® U fy fy F— ui ry oZ w O Q U) FEMALE TOP RAIL WALL MOUNT J FASTENED TO EXIST. MASONRY ~ Z Q d WALL w/ 1/4" CONC. SCREWS O TOP RAILING w/ w/ MIN. 11/4" EMBED. INTO CAP EXTRUSION MASONRY WALL SEE ELEVATION t W GRAB RAIL J SEE ELEVATION e Q / � TREAD BEYOND ALUMINUM L3x3x1/4x0>-4„ w/ j SEE ELEVATION SIMPSON STRONG-TIE W (1)-'/2"0 ,1.5xO.125 (ALLOY 6061-T6) /�, co STAINLESS STEEL "WEDGE-ALL” G POST FULLY WELDED TO , 4 EDGE OF SLAB w EXPANSION ANCHOR w/ MIN. PLATE @ 3'-4" O.C. MAX. } j Y2„ 3" 2 0 31/2" EMBED. �� --- f �f / .} �tPICKETS r � T � /',j�' - � DE��vl G.ZEBOUNI,P.E. SEE ELEVATION ✓ f ' _ f r TRU TU L ENGINEER - ✓ CV O ® tom- ry t - f LA -I L_____ ^ _ - - I1 r7 T CONC. SLAB .._ _ _—_ POST6 , ! / -- '' ^� �` o o RAILING 1 FULLY S q WELDED TO BASER \ d ,, = /4 r N \ / 4 _-__ � Q � `._.__.�_:__�� � 1 y Reg.Na.16736 \\ / EXIST. CONC. PAD - "_ / (4}- /4'0 SIMPSON STRONG-TIE w / STAINLESS STEEL "WEDGE-ALL" - SD 1 EXPANSION ANCHORS w/ MIN. 3" 41 EMBED. SET BASE T_ w/ SILICONE PROJECT NO. TYPICAL RAILING ELEVATION AT LANDING c ® DETAIL AT EXIST. CONC. PAD g SEALANT° UNDER PLATE SCALE: 3/ " = 1'-0" s-' TYP. POST BASE PLATE- D ISSUE z » 034 S-1 4 - 11122/10 ``' SCALE: 11/2" = 1'-0 ISSUE DATE S-1 REVISIONS: ry 1 SCALE: 1 /2 e- U) z w DRAWN BY U GGS CHECKED BY: z DJC QfQ a O �I r ,1 i . i r'L a *l1r� !! l� 3X6 34' 6" ------ WEB NOTES ---------- o 0 0 0 /� o o a o 3X5 34' 0" WEBS: 2X4 83 HEM-FIR, FIR-LARC$, OR o v o o, `C= o a o 3X4 35' 8" S0. PINE. o p oaT Oso r= o o G7 0 0 0 0 f o p 0 0 VOLMES LUMBER COMPANY �ALPI Eq o rV--- o 0 6550 ROOSEVELT BLVD, o TRUSS SYM 1ACKSONV1LL1 FLORIDA 32210 ABOUT ALPINE RED PROU.�CTS INC. 5x4 1344 ' e" ENG P.O. BOX 2225 POMPANO BERCH,FLORIOR 33061 305-781-3333 5X5 34' 6" - LOCATE TOP CHORD OFF-PANEL SPLICE 5X4 34' 0" WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI 4X4 38' S" TC LIVE LOAD a 35.8 PSF 1.5X4 34' 6" DASHES SHOW TC DEAD LOAD a 7.8 PSP 1.5X3 34' 8" DIRECTION OF BC DEAD LOAD - 15.8 PSF 1X3 38' 8" ELONGATED TOTAL a 47.8 PSF HOLES IN DUR. FACTOR 1.33 PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.8" OC 12_ S p" OVERALL SPANS \J4.Q0 _ PINE 2X4 TC 2x4 BC SS DEN 11D 34' 6" 34' 6 89 DEN 33' 8^ 34' 6" 4 EO. TC PANELS SS XD 33' S" 34' 6" 3X5 34' 6" 3 EO. BC PANELS SS 32' 8" 34' 6" F T 3X4 32' 6" MEASURED FROM 2.5X4 25' 5" 3X6 34' 6" INSIDE SCARFS 01 DEN ICD 33' 4" 34' 6" 2X8 34' 2" f1 DEN 32' 6" 34' 6" 2X7 38' 0" •1 ED 31' 18" 34' 6" 2X6 25'18" !1 35' 9" 34' 6" MIN BRG SPAN •2 DEN RD 31' 4" 34' 6" #2 DEN 38' 2" 34' 6" 5X6 34' 6" 3.58" 34' 6" #2 BD 29' 8" 33' 3" 5X4 35' S" - f2 27' 9" 31' 3" rGENERAL 34' 6" LOADING SPACING 34' 0" 47.0!1 .33 24 .0' 38' 8" TYPE--REPINE 34' 6" MAX- PLATE PITCH LINLE55 THESE SPECIFICATIONS FOR LUMBER AND TRUSSES REQUIRE EXTREME CARE IN HANDLING, M,�� 43WTS FI 4.0/12 AL NOTES ALPINE CONNECTORS ARE FOLLOWED RND THE WARNING ERECTION RND BRACING. SEE "BUT-76' J BUILT IN CONFDRMhNCE WITH "DUALITY CONTROL MANUAL- BY *TPI, (BRACING WCOO TUSKS: COMMENTARY RND RECOMMENORTIONS �`HALL BE NO WARRANTIES OF THIS DESIGN, EXPRESS DR IMPLIED. ■TPI). SEE THIS DESIGN FOR ADDITIONAL SPECIAL BARGING 3 C9Rn/u.Tc y'" .CONNECTORS ARE MANUFACTURED FROM 2D CRUGE GALVANIZED STEEL REQUIREMENTS. UNLESS OTfERWiSE SHOWN, TOP CHORD SHALL NO' 411 S PANS T O 3 4• 6OTHERWISE SHOWN, MELTING REQUIREMENTS CF RSTM R446 GRADE R. BE LATERALLY 8RRCEO WITH PROPERLY ATTACHED PLYWOOD ,¢ONNECTORS TO BOTH FACES RT EACH JOINT AND LOCATE AS SHOWN. SHEATHING, BOTTOM CHORD WITH RIGID CEILING OR 8RRCING � TE4b ING WIDTHS ARE 4' NDMINRL UNLESS OTHERWISE SHOWN. DESIGN RT MAXIMUM OF 10 FEET 0. C. DO NOT USE THIS DESIGN G+ v COPYRIGHT 1979 4858443 STANDARDS CONFDRM WITH APPLICABLE PROVISIONS OF *NDS-77 AND *TPI 78 WITH FIRE RETARDANT TREATED LUMBER. 'J�ftfO ENC'�r *--TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FUR WOOD CONSTRUCTION 3/22/79 DRAWN` A424,543 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-M1-00M11- 47/1.33-38t 7+15- 24 w � ` .. HS/0 029 00000000000 4006 0008 S T 037 10 030 33 00 A 00+07 04+04 0 TOP CHORD 2X 6 SO. PINE 42 DEN RD ,EXCEPT AS OTHERWISE SHOWN ;• HOT CHORD 2X 6 90. PINE NF1 KD WEBS 2X 4 SO. PITiE #2 f This #1 Hip is designed to carrY 7' 0" Jacks with no we This truss has. bgen design6d in accordance with TPI-78 . ER COMPAW 6550 RJVSEvEll !D, JACKSONVILLE, FLORID tA 3221u ' } #1 HIP 7' 0" �TBK 3x4 2X4 8X10 2x4 #2 Dense KD So. Pine �I — 2X4 4X10 12 :` Block — 4 ( lz "- 4.00 r' R j -------- ---- — — --- —. kM I 12IL X14 17_X14 12x14 opt. _ 6x4 a 4x8 no sp1 4x12 no spl. spl. Nkv _, --- --- ---23 -0-D - -- 5CTkE -D-szr�o Camber 3/8" Q. MIT TYr')F--FLPINE DESIGN CRIT REF K" L, L o o F� GENERRL NOTES ,RLF G Tf1F srELlrirn-trm DN WRRNING TwissEs rolms rivx iw L-- i f._. r-i t-] •,:IS rr'S:CN ron I I"01,11 Pf;D F!rlA'F r .'ECiR.i;PRE F!UnI•CP, me e TIRrr: r•r.v IN NF?CLING, 'kELTIbN M:n 'M R. M�1�w TC �L 3D.U PSF DRTE ( 51' 18/79 �% r=7 O ikil Fs; 1!(E TRUSSFS RAE BUILT IN rF'rd Dgr4tNCF 111141 "Qg11,111 11R11CING. FOR CIIIDRN711 SEE '81111r.IN;L•DOU TC DL PSF .44 - --- -- r CDN?gtiL rlanFi IT TOIA.;RPrE 1lFSIITUTE rTrli, iNEFIE SNF0.L TRUSSf:S: rUPIIENTgg1 TNip TRET-'Or:rIENT'RrrCr/l:' �.�• �)Ep1�4RCJIT[ A` 7.D z� 50 r_] o I`E! VT7RRMlr '3 OF IMS CL"aICN, FXPRFSS OR PRIED. RLPINE ITau. ;FI lids DFSI:N FIM ANY ADDITIDIItI. est t 8C OL rl ENG. W.R. . CDN-IC1-AS TIRE rFNrYFFILTL9#En FROM I;n VRNIZED STEEL 'EEI IMi, THE `;PECIti mr.1N6 REDJIgEgEIRS. WERE TDP 1$ V P5F {I'L!-1 f� nFILn r �r5 ly 1. rn I'V;& r,RnDF R. THFY IM D I rS PZ-.- Binh,mrmrr nnr NnT nuY A7Prr,, ,y / � TOT.Lr). 147.D PSF 0/R LEN. 29-0-0 nniE )1 r;CINJMISIMIL r' PMIFD In PUTH rr1 F, 0f, AI IrTEAn1r 81 rRnrFii<T R."rL(r0 •:rpn i�TNI, .•• rLpR10A itLH J01 i, LU q ,n C N DN TNIi DFSIPN. (.rEp1L1 i11S 1 RIFID CFILIrtC, IlEf SNniL GF 9Pjp'rb Gif Sly/ ��t�R.FR' . 1..DD PITCH 4.0/12 Ylnilr5 Ur 10 R'I'MT RF P rI`ll':IrP": S!'rt:IN. Dr T FFFI ") fE1f0 ENG ff�� r- C ..{:111T:A. F'% itd:Rk11.E IN DI•FPM I lFWT!1 rtt. 10 R'. 10 IT:Fi 0. C. RFS"ErilY'LT. �� S��(tCI�ll' 7 f STBY iYPE #1 H I P "F"<;. ".w-v+.�r_.----"-r arrr�"+...��,—•^ -r-r-�-•-•.^+-*.:i-+..-^a-r•-r�Tc•c-�.t-^•-..'—�---.—.nww�r-•rte'-r^^r_��s _, -s.-„natr'n+-'rr+,.-*r...-_ Aft �hn= AM AM am 4m ANN Amu Aaft jum low" 4OWM ! TOP'CHORD 2X 4 90. PINE t2 SOT CHORD 2X 4 SO. PINE #2 WEBS 2X 4 SO. PINE #3 t This truss has been design'd in accordance with TPI-78 . . KlfltMEs LUMBER C�i�it'n �r 6550 ROOSEVELT BLVD. JACKSONVIUE, FLORIDA 32210 z 2 HIP -------- � '-9'_ STEK _ --- 1X3 yX 1X3 i 12 4F� — 4.00 3X5 t — --- - 9X7 5X4. 2 3x5 opt.3x7 no spl. spl, 45 ' 29-0-0 - SCFILE -O.Sum v PLRTE TYPE--RLPINE uRRNING --- ,mss A1/RYS REWIRE J;[E REFGENERF3L NOTES LRXEss ,E SPE IFIDRIICNS DN �1n-T [el I—I THIS U'�1G')rOn LI171�A It+)D rLPINF QI IPTETU11;nnF T+Ft OVR'., Mir EXTRE-E CRRE IN MNULING, FRFETION FIND ,' l, MRp O PSF DRTELl(} ])L-7 r=T 'INIESS THE (rr.ra!l ARE IIIIIIT IN CDNFDn'n'&E WITH -UnI1T SRACIM;. FUR GUIDIM:E, REE -RRMING VC_7 C=7 FnNTRnI-aMfJTX. a7 7RU5;PLRTF iNST[TU TE (lPi), THERE SRNL iRL55ES: COITFNTMT RNO RF^ft+FMATICD)5' � 7_Q PSF DRifG�(. ]5 RE NO VARR.W tES W THIS MIGN, EXPRESS OR IM IED. RL PIIS 11PI). SFE THIS DESIGN FOR AM POD[T11)NIX- MI`1Q11E1 �T\t CT)M-VOR,ARE RR411FRCIM-1)FR(M [O0101ITfn SIFEL NEETIN>TIE SPECIM MIIMIC,WMIRFMFIVS. WIERE TOP 0_O P5F ENG, $,R,N,�0AGL. N ofiR-hENT; IT !Till X A MME R. TNFT ARF 2n t.KW UNLFSS FINU DOtTDN CHMS FIRE NOT FULLY ORP{Fp 1~7•Q STATE FT/ PSF 0/R LEN. 29-0-0 ��$$ I-� ERWt.F sXw+ 'N:D amTt eE FIPntrn In RDIH TRrES OF ilrrs nT ,RIFTIILLT aT ra[wEIaLT ITIPLIEU sTfr,THIN ♦ LntnA .33 PITCH 4.0/12T TCH nINI, I xR,rn Rs r+Xm1 rXr nn.D IGN. OVERnu tfW,111, I+n Rlrtn r.En ING, IIfT StRLL RF AfRNEO AT C^`'�IfW 7-VM. IHr TRT;H ENU. RFle)t!TYlt)THS UP Tn B'ITRT RF A RHXttXM Srilcmi; TIF ) FEFT RNP I/.T1-=7 T1 t_--3 C-- -7 ' ^ IN RVTRP'L IFY,fu im aEO ETO a- to FFFt n. r. RFSrFr,TIrI!T. �},Q TYPE H I P Off`` 21 - 411 i �,.�° 9 _- t AL— I 4 ¢t I t a v OFF JCE. l � I 3°X(�$ u o 1 _ I~� � ❑ u cp W Q 0 z FO I I �� .I 1 , t a �' 4 I 'I --4 W LL Ri- z 1 i S v CQ } W . �s p (�► O11 ao 41_x,11 � III all -� _I i 3 ►�41I ] v -- T_ H F4 _ z { vk t i w i > to 1t 411 z �- _ CoI_od I p' ..QI► �I�O11 11 4,1 a 61\ alternate plan I(a..I' I Q1t oa--;�_ r� .__. _ ._._. R OF PWK1 N-P L^U u HG r` _ _. fz- 11 4.,Iw.1 I II fL rWjorae PISCKI N6, r � 14• o ig ' ..._ . . _ _ _ _I- __ _ ._ _. � - 4 �.a Y Ing 4 Toa� I°L4T� __._.._ __ _ _ Il tl '``� 2.211,c�.1 � 1 � Vit. I X3 SMT'• ; • � ►-4.'I 51. 8" I .31--Io'l 2! " I 1 - , S/Z1- 4,11 `. _.��CWr. G L�LT,1�C� d ANT t 717- �pr;-; (�� alternate t e r n a t e p I a 11411 ..=11-01) 1+ 1361 5q Fr 'rO *4I:rIZtiIPF mor r2EC-rk S � i ( o otvl M T°L' U&T N f �► 1jr0 h4�154T141t� i I�ATI" IN�ULATI6N t C i d..1' �W G, �jI.A1!�a WI G ?CCo X 1-0110 w ,u),m j op , o0to IPoLYy T+iLltHM VAM - 4 . ul I i f F y: 7 I��. 11 d t1, y y E�1/� 11 y.l� + yy 3�{A Y pi .1 � I , • G ta��av� ion � 24'' CONC � • � '51 GON _W I T id TZ) section J section �Jrn Si a - .9 411 PAC,K S LAS 4. U o - r w m DI cAr G�E5 IeArz - Cu Cu TOILETU m - Q 4 W a ❑ a LL_ .. - J Q � toilet elevation 1$ '� �. I' ' '--' - - .`-`__-_.--- �WOC7C7 �AI�{]f�ll• (�`/v►�v� ] Y U i x w r�r. wr -�aIP Q Z (,DN"T .(Z.' N a. v --- . ._ �il.� `�F}INE�1, � PN *15 1/211 Il.YW t� � I li_pii •,•r 0t.1 1/211 T"WC7 TDECK NGr L w 4 /� ,' a 2�101�1 M►n rllw G,r m r 04 Z f k .. J•. w w«. ��J O 1 . 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LA-m•d j � rf •` Q ] 14 -� 0 t Y U 0 Q Cl w front elevation vglII-JIz T] w a Z a F F ���d oN rnYL LA g io '0 CL ., PL �" � f 4V�P �►171 t,1C� � f - Ul ILL- f / VIN. r-M 1/7LAS r " rear elevation ► !` i � { V u OCV 51 Lo UV ,&k'1143 NL - - pjocoE VfxNr 12.. _ry foNT, Gr6fZpE1;W6P \MNT r v hG(Z� IJP v �T I Rry� EN�p Y P'IP..�1�LA�• � fel~ �+iN� *� L>TUU,& OR M TL , oN err I I r BaACiN� Gd�N� � (Trr,J �a�ING right elevation II-C) left elevation Vg R Co 2 RP FLE2. {2WF EAvV L N-- o N I F TIZ use G @ 2 4�- o,�r . f-t I P �� 24" 016 _ $ IL 1 IN , { i I d t tWal-60 I L I IN t,�.! 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SLA1a `Nl d i(*,A 10110 W,M ,Ir1,'.1 �xp�.Jo1NT - nrz.op �vo�INC� ma ►_4'' I�-4' i i� 4l•1 �ar�pA�TF4 Fiu. , 1, i`�_PlWf pcao' IO& ,� i_ i�25- ► '_ it , 4 ��-4 !-4 ! 4 112-CJS 24 g 22 -D� 12�-C)l /�2�- d� 2��_ g►� 12z-8, 1 � a 25 (o4l - 411 Call - Ail 41 foundationIan iI = 11�d� p / H 0RT I f ,y r .),4 5 L&V (I)-D '.�. u� S 200 2 8' -35" w + C1._,... q1 � Lip• ��` ���. meq• �4 I 4P X Q'coNC TOO I " i 0 1 � "'o-)0 00 ��^\ m I 1 .41'c+t4 I vN L. ;n t 130 N-. Int 0u � m � Co TF-. L- I N-T S - Q, 0 0) �- oi C3 �►-oI 1 � �G� �� _d �" 1 Q p L e g a I UI I_dl = jolt-d" Ca- (r�l N 2� 19 21 21 221 bLUGK 41 MAIP OP I a��1 aTLb N T l� 13 &C+4 VILLA,? WW T N0. 2 T w ,� - - L s P t-+ t- P v E I T .._ - QS RECORDED I t-1 I'a�A 31 y PCS. 1:51 p U bLIC Q RFCop-os OF QUVL- CaUNT`(, FL�R1�71�.a NIl 3 `\0 0 4. N20°261E I~IGHT PO E . - .� -•,,r ___-__ - ._..._____..=Q� _. .- -.. ...____._ --_...____�.__ ---------- ``dry mayport `°' road A F P NTIG BEA ��•�`'-p• ATLA SUILDING OFFT sitep Ian i"- f2J- J 171987 _ a 44- dow U OOUGLA5 SNEA©. JR.. A.I.A. DJ9XSARC. M1TECT • P . A . moa. 670T DL7G . ,uMv- 0), %" 7 CNVUMFU0AM322" OC 7=A4TDNA pEyELOpEDV -.--BUILDEDe ., go EXIST 15" RCP te� � _ ,a'� �v 5.65 DRAINAGE CALCULATIONS TKR ATE V 7,77* FL ELEV 5.40 ,. » » . ., WOAT Et. 7. 3 ! T EL BUILDING = 8,345 SF C FACTOR WEIGHTED C FACTOR a �� FH LEV 1 Ft tEV 4,6 ToA ��, AREA OF OAT ELE 7.11' ! AREA OF PAVING 14,000 SF STORM WATER RETENTION FIELD I x TOTAL IMPERVIOUS AREA- 22 ,345 SF 0.95 0.61 �y z F AREA = 34760 SF ! TOTAL PERVIAU . " 6" SEW LAE AL O /!. AREAS! 12,415 SF 0,20 0,07 • ER TRI T P TOT 0 S 220.00 S 20 28 35 W ' 0.68 4" BUILDING SEWER TO PL PROM E C *AT TOTAL AREA (34760 SF)x 1/2/12"/FT- 1,448 CF RETENTION REQUIRED C tQ 4 4Q�— - . p,� PROPERTY L1N _._ BUB UP 1 BUILDING N W Wer ry �� ,� I` FlN FL EL 12.0' E S ALE ~ SI XI S ' 12 PVC ® SWALE ~ AT HBASIN ! 2 P C 0 . � R.E. . 8' I OVERFLOW EL 10.1$ SOUTH ., ., : • : SWALE ' E T GRADE T E D' BUBB -�- -- — W I.E. h 0' 11 CCURB V95 OR / ELEV NORTH ' C 10 TCHBASIN E tt.5' tt,� r 2» p `"al ROAD 4 4 q a q I 1. 7.80 �'�1�ATE E 9 44 :Q4q � q ,�4 Q I `"a f AND VALE » �; ,, 8 BUBBLE-UP U ! CATCHBASIN gg44qQa � q44qQqq R. . m _., Z.vvc 15" 30 30" 30" 15" R EL .o p^ FIN' FLOOR ELEV 12 LJ ! - N I RETENTION SCHEME � • tv � I ( E/LF 5/2=7.5C ,� ! VOLUM 10x1. F .. t I BASIS OF FLOW DESIGN USE 10o LF EACH SIDE 0 EXIST WA METE w z AREA OF PAVEMENT AND 1/2 BLDG- 16172 SF'/2- 8086SF/43560-0.185 ACRES 07 I , o VEL WN TO l FEET Z LENGTH OF TRA CRO INLET 130 � (� 0 I SLOPE 0.6 FEET 0.469: TIME OF CONCENTRATION FROM SEELYE 10 MINUTES; 19.1 IN/HR n� ! ! c Lo r cx I Q-AICA 0.185x9.1x.95=1.6 CFS 0 ! o I ® f I Q p SIDE YARD= 15'x60 900 SF 43560 02 ACRE �. o / • �,, SIDE AND REAR YARDS TO PERCULATE THRU A, FEW INCHES OF SANDY SOIL Q taj, -� TO THE DRAINFIELD THE DRAINFIELD HOLDS 1442 CF OR RETENTION ABOVE THE 8.0 -J G� 4" POL ETH ENE UBE 4" P LYET YLEt TUBE V) AVUAL HIGH WATER LEVEL, IT IS MANDARIN SAND AND WILL PERCULATE 0.6» PER HOUR (7 ` z THE HYDRAULIC LOADING FOR A BED 18" DEEP 50% VOLUME IS 9" OF WATER IN 36 HOURS I , ` U)I V) OR IS EQUAL TO 0.25 INCHES PER HOUR--- THUS THE LOADING IS LESS THAN PERMITTED Q ❑ R ! ASPHALT P A ELM E N T I ® SWALE fes' v, 1 TRENCH INLET w C. I 1 I B MC - 1'xV !IGHT POLERI ELEv ttaDaAIN ac E�vER EAS�MENr ✓ 154. 1 N20'28 35 E I v. ELEV 65.09' N20'28'35L ,� 10.00 N69'31'25"W CURB INLET EXISTING 24" CURB & GUTTER Q Ckin w°ELaEfl SHUT " F 'A a vY v c a� -, o o- ojy S T A T E R 0 A D A 1 — A M A Y P 0 R `r R 0 A D WE FUM Ceti'OL r,t• . PRECAST CONCRETE BUMPER BLOCK 1/2 - -0 Q , -3" i MATCH PAVEMENT SLOPE AND VALLE �J . 1/40 .7 5TL 2" PV PLATE c 2~ CONTINUOUS SL ry . USE TYPE D GRATE CASTI q 4 4 d 4 g" 2'-,y a* g" t'_5" g" 4 4. 4 NEENAH FOUNDRIES FRAME de COVER SAW CUT q q q q q SPACER BOLTS AND NUTS AS REQD. rs us R-1793-HL LIGHT DUTY APPROX. WEIGHT 280 LBS 4 q4 12" PVC PIPE , r 4 q q q q SLOPE AT 0.39: TO CATCHBASIN » rYP>I: p GRATE 4 4 V, I - -� 4 + t'fi t 1t� 75 q 4 qTT A n q g 4 a q 4 q 24~x24~ CONCRETE ENCASEMENT 4 q q 4 4 q �• 424" DEEP SKIRT WITH 3" CLEARANCE 4 q q 4.4 q q q 4 ► ass~ AL AROUND CATCH BASIN MANHOLE FRAME dc. COVER v "� Is L Q C q q q q q q 4 q 4 q q 30001 CQNC t FOR OIL TRAP. ' BRACKET OFF OF BASIN SYTUCTURE VALLEY DRAINw DETAIL c 4 AT i 2" 0 8" 74" " c NO SCALE .., EACH WAY 6" 1$" 250 0 1 PVC • TYPED CATCHBASIN O � ' x 0? CONCRETE CURB OIL BAFFLE DETAIL »' 6" 1 1/4" ASPHALTIC CONC SURFACE COURSE, 1 R D.O.T. TYPE 11, 1.800 LBS H.F.S. SEE PLANS FOR FINISH GRADE ELEVATIONS co fi" COMPACTED LIMEROCK BASE MIN r LBR 75., 100% MAX DENSITY A.A.S,H.O. T-180 REINFORCE BASE SLAB w/ ,�M� ® 10" 0.C.E.W. a , G 12"' STABILIZED SUB BASE, MIN. L.B.R. 30, MAX PLASTIC REINFORCE WALLS w/ #4 ® 12" O.C.E.W. InINDEX OF 6, -COMPACTED TO 989: MAX DENSITY, A,A.S.H.O, T-180 SECTIO`� `j ' sew. , J K.QUINA & ' ASSOCIATES PAVING AND CURB DETAIL CONSULTING ENGINEERSSHEET, . , 1/2 0 2X2 J--BOX / ' " 774 5 R IT COVE 13, MANDA MEDICAL PLAZA ..iM+� RIN,32223 w +� "" ST. JOHNS COUNTY. FLORIDA SCALE: 1 2 fp 904) 262--5314 of'1 OF, I a . , r • I go EXIST 15" RCP te� � _ ,a'� �v 5.65 DRAINAGE CALCULATIONS TKR ATE V 7,77* FL ELEV 5.40 ,. » » . ., WOAT Et. 7. 3 ! T EL BUILDING = 8,345 SF C FACTOR WEIGHTED C FACTOR a �� FH LEV 1 Ft tEV 4,6 ToA ��, AREA OF OAT ELE 7.11' ! AREA OF PAVING 14,000 SF STORM WATER RETENTION FIELD I x TOTAL IMPERVIOUS AREA- 22 ,345 SF 0.95 0.61 �y z F AREA = 34760 SF ! TOTAL PERVIAU . " 6" SEW LAE AL O /!. AREAS! 12,415 SF 0,20 0,07 • ER TRI T P TOT 0 S 220.00 S 20 28 35 W ' 0.68 4" BUILDING SEWER TO PL PROM E C *AT TOTAL AREA (34760 SF)x 1/2/12"/FT- 1,448 CF RETENTION REQUIRED C tQ 4 4Q�— - . p,� PROPERTY L1N _._ BUB UP 1 BUILDING N W Wer ry �� ,� I` FlN FL EL 12.0' E S ALE ~ SI XI S ' 12 PVC ® SWALE ~ AT HBASIN ! 2 P C 0 . � R.E. . 8' I OVERFLOW EL 10.1$ SOUTH ., ., : • : SWALE ' E T GRADE T E D' BUBB -�- -- — W I.E. h 0' 11 CCURB V95 OR / ELEV NORTH ' C 10 TCHBASIN E tt.5' tt,� r 2» p `"al ROAD 4 4 q a q I 1. 7.80 �'�1�ATE E 9 44 :Q4q � q ,�4 Q I `"a f AND VALE » �; ,, 8 BUBBLE-UP U ! CATCHBASIN gg44qQa � q44qQqq R. . m _., Z.vvc 15" 30 30" 30" 15" R EL .o p^ FIN' FLOOR ELEV 12 LJ ! - N I RETENTION SCHEME � • tv � I ( E/LF 5/2=7.5C ,� ! VOLUM 10x1. F .. t I BASIS OF FLOW DESIGN USE 10o LF EACH SIDE 0 EXIST WA METE w z AREA OF PAVEMENT AND 1/2 BLDG- 16172 SF'/2- 8086SF/43560-0.185 ACRES 07 I , o VEL WN TO l FEET Z LENGTH OF TRA CRO INLET 130 � (� 0 I SLOPE 0.6 FEET 0.469: TIME OF CONCENTRATION FROM SEELYE 10 MINUTES; 19.1 IN/HR n� ! ! c Lo r cx I Q-AICA 0.185x9.1x.95=1.6 CFS 0 ! o I ® f I Q p SIDE YARD= 15'x60 900 SF 43560 02 ACRE �. o / • �,, SIDE AND REAR YARDS TO PERCULATE THRU A, FEW INCHES OF SANDY SOIL Q taj, -� TO THE DRAINFIELD THE DRAINFIELD HOLDS 1442 CF OR RETENTION ABOVE THE 8.0 -J G� 4" POL ETH ENE UBE 4" P LYET YLEt TUBE V) AVUAL HIGH WATER LEVEL, IT IS MANDARIN SAND AND WILL PERCULATE 0.6» PER HOUR (7 ` z THE HYDRAULIC LOADING FOR A BED 18" DEEP 50% VOLUME IS 9" OF WATER IN 36 HOURS I , ` U)I V) OR IS EQUAL TO 0.25 INCHES PER HOUR--- THUS THE LOADING IS LESS THAN PERMITTED Q ❑ R ! ASPHALT P A ELM E N T I ® SWALE fes' v, 1 TRENCH INLET w C. I 1 I B MC - 1'xV !IGHT POLERI ELEv ttaDaAIN ac E�vER EAS�MENr ✓ 154. 1 N20'28 35 E I v. ELEV 65.09' N20'28'35L ,� 10.00 N69'31'25"W CURB INLET EXISTING 24" CURB & GUTTER Q Ckin w°ELaEfl SHUT " F 'A a vY v c a� -, o o- ojy S T A T E R 0 A D A 1 — A M A Y P 0 R `r R 0 A D WE FUM Ceti'OL r,t• . PRECAST CONCRETE BUMPER BLOCK 1/2 - -0 Q , -3" i MATCH PAVEMENT SLOPE AND VALLE �J . 1/40 .7 5TL 2" PV PLATE c 2~ CONTINUOUS SL ry . USE TYPE D GRATE CASTI q 4 4 d 4 g" 2'-,y a* g" t'_5" g" 4 4. 4 NEENAH FOUNDRIES FRAME de COVER SAW CUT q q q q q SPACER BOLTS AND NUTS AS REQD. rs us R-1793-HL LIGHT DUTY APPROX. WEIGHT 280 LBS 4 q4 12" PVC PIPE , r 4 q q q q SLOPE AT 0.39: TO CATCHBASIN » rYP>I: p GRATE 4 4 V, I - -� 4 + t'fi t 1t� 75 q 4 qTT A n q g 4 a q 4 q 24~x24~ CONCRETE ENCASEMENT 4 q q 4 4 q �• 424" DEEP SKIRT WITH 3" CLEARANCE 4 q q 4.4 q q q 4 ► ass~ AL AROUND CATCH BASIN MANHOLE FRAME dc. COVER v "� Is L Q C q q q q q q 4 q 4 q q 30001 CQNC t FOR OIL TRAP. ' BRACKET OFF OF BASIN SYTUCTURE VALLEY DRAINw DETAIL c 4 AT i 2" 0 8" 74" " c NO SCALE .., EACH WAY 6" 1$" 250 0 1 PVC • TYPED CATCHBASIN O � ' x 0? CONCRETE CURB OIL BAFFLE DETAIL »' 6" 1 1/4" ASPHALTIC CONC SURFACE COURSE, 1 R D.O.T. TYPE 11, 1.800 LBS H.F.S. SEE PLANS FOR FINISH GRADE ELEVATIONS co fi" COMPACTED LIMEROCK BASE MIN r LBR 75., 100% MAX DENSITY A.A.S,H.O. T-180 REINFORCE BASE SLAB w/ ,�M� ® 10" 0.C.E.W. a , G 12"' STABILIZED SUB BASE, MIN. L.B.R. 30, MAX PLASTIC REINFORCE WALLS w/ #4 ® 12" O.C.E.W. InINDEX OF 6, -COMPACTED TO 989: MAX DENSITY, A,A.S.H.O, T-180 SECTIO`� `j ' sew. , J K.QUINA & ' ASSOCIATES PAVING AND CURB DETAIL CONSULTING ENGINEERSSHEET, . , 1/2 0 2X2 J--BOX / ' " 774 5 R IT COVE 13, MANDA MEDICAL PLAZA ..iM+� RIN,32223 w +� "" ST. JOHNS COUNTY. FLORIDA SCALE: 1 2 fp 904) 262--5314 of'1 OF, I a . , r • I t �I�rT�Nfyi - - • 12 I PG �in�r.,o flc-,tern -m tc-7 ►-( pes r- � same-* R GA$16 e.r 41vPt14w 9WAI {: >� m p&sr, �P G!1 MA'fGN ifHi,"i '� Pill ` I t i f � �pfZG lL P->14S5T_IANA x ji + ii Imo- O t'no Sc�uao _148 P,4-4 r=n1p� C P.) G REVISIONS BY UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD 1 ROW 8d COMMON WIRE NAILS ® 3" O.C. MEMBER SUPPORT SEMCO CONNECTOR BUILDING CODE AND WIND DESIGN PER SECTION 1606.2. 1. LIVE LOADS 1 pc SEMCO FAP18 COMMON RAFTER: HEADER BEAM (2)HCPLR UNIFORM LIVE LOADS WALL LEDGER (1)FAP18 ROOF 20 PSF 2. WIND LOAD BASIC 110 MPH WALL LEDGER EXISTING FRAMING 4 ROWS 16d COMMON WIRE IMPORTANCE FACTOR 1.00 '/2" CDX PLYWOOD NAILS ® 16" O.C. MEAN ROOF HEIGHT 15.0 FT ROOF SHEATHING FASTENED WITH ROOF PITCH 4/12 (18.4 DEGREES) 2"x8" SYP NO.2 12 8d COMMON WIRE NAILS @ 4" OC PORCH HEADER BEAM 4"x4" POST (2)RTPGA816 LEDGER w/ 4 ROWS 4 EDGE AND 6" OC FIELD. 3. ALLOWABLE UNIT STRESSES: _ 16d COMMON WIRE � 4x4 POST FOUNDATION (1)ABP44 NAILS M 16" O.C. 2"x8" SYP NO.2 RAFTERS ® 24" O.C. A) CONCRETE – DESIGN AS PER ACI 318 LATEST EDITION INTO EXISTING CONVENTIONAL ROOF FRAMING, SEE SLAB ON GRADE Vc = 3000 PSI WALL FRAMING. ROOF FRAMING PLAN CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI NOTES: ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI 2pcs SEMCO HCPLR 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. B) REINFORCING STEEL – ASTM A615 GRADE 60 U HURRICANE CLIPS PER UPLIFT 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. z CONNECTOR SCHEDULE. 2 USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: — w C) WELDED WIRE FABRIC – ASTM A185 RTPGA816 16-10d '-'-' Q Ld z_ FAP18 10-1 Odx1'/2" D) CONCRETE MASONRY – DESIGN PER ACI 530 CURRENT EDITION = o � HCPLR 8-1 Odx1'/2" I._ w ?o z TOP PLATE EL ABP44 1/2" Ox 10" ANCHOR BOLT AND 12-16d COMPRESSIVE STRENGTH f m = 1500 PSI Q J z Q SEE ARCH PLANS _ 1 E) SOIL BEARING (DESIGN MAX.) 2500 PSF <0 J w F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 D o m " 2 cs SEMCO RTPGA816 STRAPS OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE � w w DBL 2x8 SYP No.2 HEADER BEAM. FROM HEADER BEAM TO POST WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION LJ En }- SPLICE TOGETHER w/ 3 ROWS 12d BY AMERICAN FOREST & PAPER ASSOCIATION. ALL 4"x4" POSTS = o Oz o COMMON WIRE NAILS ® 12" O.C. Q z o N SHALL BE PRESSURE TREATED SYP NO. 2 (UNLESS NOTED O J �0 4"x4" PRESSURE TREATED 0 SYP NO.2 POST EXAMPLE OF UNSUPPORTED (UNBLOCKED) OTHERWISE). Z o �. BOUNDARY OF ROOF PANEL EDGE. UNSUPPORTED PANEL EDGE IS 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER o 0 DECKING TYPICAL CONDITION UNLESS BLOCKING IS REQ'D FOR REINFORCING SHALL BE AS FOLLOWS: = U z BY SCHEDULE OR NOTES. FOOTINGS 399 U . . . SLAB ON GRADE CENTERED X w . . • 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD 1/2" CDX PLYWOOD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 1c SEMCO ABP44POST ANCHOR P w/ '/2" x10" ANCHOR BOLT AND NAIL SPACING AT 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: 12-16d COMMON WIRE NAILS SUPPORTED EDGES, . . EXAMPLE OF PANEL MASONRY 48 BAR DIAMETERS /2" EXPANSION JOINT 4 CONCRETE SLAB ON GRADE w/ SEE NOTES OR SCHEDULE z EDGE w CONCRETE 40 BAR DIAMETERS MATERIAL WWF 6x6 W1.4xW1.4 OVER 6 MIL WHERE RBLOCKING REQUIRED BY 0 VAPOR BARRIER ON COMPACTED FILL. . • SCHEDULE OR NOTES 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR M. • UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. �j X x — X X X X X X X - X X X 8. ALL LOAD BEARING CMU PIERS SHALL BE COMPOSED OF ASTM C90 • =1 I IE:l 117 _ GRADE--I`i-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. Lli 1—III -� RAFTERS GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH Q U 111 I i I 1 11—'. 8"x8" THICKENED EDGE I I l CONCRETE GROUT.. W/ 1–#5 CONTINUOUS 1 1 9. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER = W Q MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING U Q L 20"x10" MONOLITHIC CONCRETE NAILING TO INTERMEDIATE CONSTRUCTION. O FOOTING W/ 2–#5 CONTINUOUS 10 SUPPORT IS 6 OC MAX, UON 0 (f� -1 NAILING PATTERN FOR ROOF SHEATHING 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 0 W = SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING CL fy U DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT Q 1 WALL SECTION , TYPICAL 3 DETAIL SHOWN ON STRUCTURAL DRAWINGS. Q m Z 2 S-1 SCALE: 3/4" 1'-0" SCALE: NTS w 11. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE Fz S-1 = RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE V) CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR j Q 4"x4" PRESSURE TREATED THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN U SYP NO.2 POST ACCORDANCE WITH THE CONTRACT DOCUMENTS. 0 1 pc SEMCO ABP44POST ANCHOR U � w/ '/2"Ox10" ANCHOR BOLT AND 12-16d COMMON WIRE NAILS ry Q W BRICK PAVERS ON COMPACTED SAND BED 8"x8"x5.5" HIGH AS PER ARCHITECTURAL CONCRETE PIER PLANS d- 2'-8"x2'-8"x1'-4"d I af CONCRETE FOOTING Q W/ 3–#5 EACH WAY w Ll 1–#5 VERTICAL DOWEL W/ n 3" LEAR TYP STD 90' BEND 2'-8" x 2'-8" DRAWN PRB CHECKED CCK 2 ALTERNATE PIER FOUNDATION 04/23/01 S-1 SCALE: 3/4" = 1'-0" SCALE AS NOTED JOB NO. : E01-082 \Ca C .• �,�jF�C•.•'f'y SHEET •�� O V V .sem in 04 1-1 r�REO r��4 SHEET 1 OF 1 / =�Gl6T/kX (S,/L9: i !?00 AWC�tSTi�v Ca�.R � ° �X1r1:rm Cr c9Y�e7Z- ��2 GPK• d k �1 Tf{ EkjEflE' _ -��-�/ a:+�-• 'Roe F= Sldi67�1'�t�IJb WI ►t SGm4r4vooS • 12 • • ^ _ -� 12.E-'�rL_o Z4"c�t.- .. � _ J � -• � -.per Y _ J �/�p 'r1 _.._.._ .. I I '� l.�%�C NQ t � 1 JO-- --- D - �xcv w I.-4 YW 1.4 ' w•w>• ave . • � • , R GoM �� r� -tom ��4_-wd •: c_.. = mrW. II mn, / c.TawrtAflerur -goX10 W. I�b�1cLH'�IIG al�trru..^•1-C' t=t�t3 U'7 f3T1trt�1 F GONG. •1=d4'f"o W/24 Go1.ITiNUo� � p "1P«ns , 5c C—x 7—- • I N AIJO 1 0 cod ca*AVA +V *h MW vm ( -I x 4-MNi - - I( Gor�G• LA l _. ( 105W rY.-4 P.T. K,&-rEE - __ I k =1iG.�OVL(L. :'?U7.Nil7e:.'f1�.GA'f�t� S4& x �------ "v G IJP W D i<:: it r � --- -�-- IZ tvlot4bLrT4IG Gof-ic,. �- i 71 I}I Mr�1,r'f vel Com) Got�G. ltev2,_ o � , �f _41X4II PT. _ �I-oil oIl r�i olr r71_oil SYP t�¢2 _._ tor- oil AT FboAvolmba oil n_ I C1 OF P R D V E p 4R9 73b WA�t► LEp�>i2?_:_� BUILD NG pjFFi BEACH City of gtic �. _CoMu1OU40 BUildirir,d h ,c,,a o.G: rrtoNc� APR 30 2001 ronin By; 1 Y.04-{F- Q 2r'fr- D M I smij v0 tQ 1 44 '2•"X Wr- PA - ----- IlAn V- 911 ! nt� © 2O 10NAIL ALL 1/2"CDX PLYWOOD ROOF SHEATHING w/8d I-Cg I x2 1 Kx 6-4-1xx PR 3°x445N xx Sul-1 xR 3°x4+SH COMMON WIRE NAILS @ 6"o.c. EDGES AND 6"o.c.' RAFTER PAIR OVER RzUCE "FIELD. DECREASE SPACING TO 4o.c, OVER GABLE. WLf10nw1 SEAT _ f i L i Hzrj�FD TaP --= i ENDS. 11z c -- —i L_ ' --r CL. �' S 'r1�rrJ"j w0cv 2°a� I 'i CZ) S� 2S wl 14-10.1 Ar £Ra►l S � =� 2 '"^�' SvP � ' @�O. 10-12c1 aa�Ls SCALE , 4 `` X6 cae, r, C EYi N 3 1 7c' .... � n' . Gbl_l_f��L TlF �0� ' G l�V -11 �CAr1��DRAL f rte c,usn�J 8 5 ' Go BT i - --, ,-� - -�✓fJ BEAM �� NY o�a�►+a�+� .G' CEZL.Wjlx6►;IG -- - i sra,d� ,4,/o ReN•4�� I 3x(o ,•�,`` p W/ �+4,r.s ®3''0.�. ; 1 I -- RRFTFRS /f \ 2Xrn# PIC,l2'p r,E1b PRiO To � � /�. i d �"s N° IXC T►'G ►� 'Z w I pc S/FrpboJ z PC Tor F&.ArE ipc S,rt PswJ 5PH(o w( - CE1L L. 1R-6',opso.J M-sT Zry 14-lo4 A- sod qr NC ---- 3Z ,c . Fnot-1 GIae-N '7APr=ri r4-1 cmµ as RR. FR,Dr. i ToP pLArF To sTvos Ezsa,� ®3Z b•c. iVCL) I MASTER BF-DRM. 1-4 ZC) _.__–.-- /. 3 4: 2��,� 1�41CDX Ryv�GOD , .1 O R 1 „ •, _ -- , 2v4_ z steps mI(o'` 4x4 F-T. ,r Z S V sti O Fas; x .. ____+�..�..- .7, ..•�.._._.. �. . g `. , ^, ��.� � �� o .9 _ - x- 1r-Zx co;�, - f �- i 2 �{.C. �,✓- NAIL ALL 1/2"CDX WALL SHEATHING w/8d COMMON Iz GDS ?Ly vjoop w j I X.- T-'Ur1 OF T I WIRE NAILS @ 3".o.c. EDGES AND 6"o.c. FIELD. INSTALL WWL vir'Ap _ SOLID BLOCKING AT ALL HORIZONTAL JOINTS. _.._. . - ------ -_ � � � � '� f' � � ,, - ,� f `� �rro�•-r Pc.r�T� 2rca syPao.z a rrb�•, .� - � ta CL. , I' oTET o rJ 'DRES1 ��.� '` pc 5„r� oa - - h s G:a --� 1r> C, =� I :Z� -W CQ R i; 3�- �/`� � WI ZO•ICoa : -r-r-i-r-r Z(xs 5•~P ,V - -- --- - - Z A-Z_LMsT'�48 4" '�,�:sy P ao.� ' _. . . . _ s ,I ;�, ._: `_ --- - i �` r -_� i © 'Z i / \\ i .'I EA•POST L F�wr .� '� __ l— fl�ts'1`ulR� SND ' I \ i��� / _ \\i, . _ _ LiGN ( 4 B.i- .coulter.. s.1q� .. _. _ A w ND +'; I° F, 2.6 ; 2°NC �wor.A! �r. ,v►!./t� x'&.toV1St1�lG OS'i' PRoPo_,LF ) L7 PLAN \- i - f`I trJ� ntRr.. c�lsT►nl� sl$ P�ywlooD s�6r=c.00r� '�k`�' P _ �.vv z PKTL. _. , {` -"-G o' , 97 - __. . ..- - sN�aT�„a�, w l 8a a�Au s O 4"o,c• tcv� (3ELOw NEW WALLS "�NC>"r1ALLs 'a' 'i 1 _ ='. , ( sem.. � Wor�D a `� Sc,L P Y Sr1E,a�v.�nw SHS►4,n1� m�E'tL, _--- z'xto�6plr d Z GrtiDS . ,=agrEl w oa coMHo,o AJArr_s ��� ( - - -- t�r►� yos l ®�`O�G•ELYit":- ANU 6o,"01G. l=i Ei.D, /,45T?aL-Cr Soa(D CSC.OGK/AICA f I _ • • T- AU- Plc;> I`o 47_04t_ _710'A/r5 . Id5r t - ZPeS - iY(ST4S, W Zo-I1,pj ,JgILS ►4T E�4�/! E7uP of -sOen2►r✓ALL � � \ � , __.. _.__ ,f � \ mA;cE►xNG sHz,rc,�t:s oP� 30�# T ROO � j� -ri ON YYC_DX PLY 1=E!_ I 1 11i,1��Y i`'I sc-z�� 5 4 � •� G�.S�; x 1 i4DILATES ZPL, Sinj76o�J ST4o srr-IqPS i� j -- __- --- --- -- --- --- , --- E O /�D fGlgI�ES ?�5 2 rc(v Spt- Z SOU- AT. '6TL9Po,- !, „ \ B / 1 PL.5IA4 f e%e.9 SrDL aF opS�Jr,J(� � 5'4 y 39 / GG`�- . Mrs,L w/ly.,od a�{ / S - ( x2GR`P 3/8! K.VENTEO 3 A G BEAMS f i7_-e l ` q - i e5'oc.,UNDER �T` ��o��=- MoD! �rr.�gTi oNS oN2x45uf3 , CES L o N I IxGTNG 22:0 } 4x8 ,AT CENTER of MAS TER'C tzL, '� l { OF WN RQ o1�1c�N -- - - _-- -- -- , 314TNG.PLy, ON 2x4.,�2SYP ANAN , tgu !f —-- -- - - _ SO=STS ALIGN W Ex2STI0G 31 I .SLEEPFRS/rLG0'RTkuSSE5 MAR � �. ,Alc. � - >FtooR TRUSSES._ RECEIVED -- MAR 2 4 1998 _ ___ -- -- -" - .`.- ,_�__ I 2x12-42 SYP. RAFTERS ; 'O-C,;YP Beach City of Atlantic and Zoning -. .__._ . Building a - - _ /.. 13ki �.1q H,c f�oi.giy LVL 2>iAM ___- -- ... -��"1/!�O 4rtC F!G iSTl�l f� 2 X_b� D ELK� i4�1� �_____( j 5 p�•�� 3 � --- s a e 122'o E'AG.N s 1 d w, , - __ D�Tb c--G-TVkm-TZ_ � 3 crow � LS ' _ ,. .. _. .--• ---•-... .__ ___ --- - . �` t __ 4' w/ -- Wt-acI nlAi`s j m�G. EaS ES:._A.'�� . -����_--__ _ -_ - '1 4X . --_ ------. ,/rx __k0IFOU DRIXO -HD8 4 3 1 L�/•l x�PosTS ____.____.__. __.__ _ - - - - - -- - ------- -_ - -- - --- — R O O.M A n 0�1-r I O N $AT EA.PoST Q F:� AN D A'r POSTTo t eMA T4 F��. E A S T O N R E S I D E N C E=- APPROVED PPROYED eY. _ DRAwN BY Ipj • G yA P.T4x4POSTS -rolFOXATZON HOtJ ��NN �\�� PATE ' REv,SED • _-- --_ ._._._. .__-- - - . 2/22 132 RICHAR� .CARTER CONSTRUCTION t DRAwutG NUMBER 4 A—•� I� U i SPREAD LAIC" WAPE NOTED TREE PROTECTION NOTES I. The landscape Contractor shall be responsible for all materials and all work as called for on the Landscape Plans o0 0 I. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL Be UNLAWFUL TO REMOVE and in the Landscape Specs ications. In the event of variation between quantities shown on plant Int and the plans, 5-7 HEALTHY FROf AIS VEGETATION BY GRUBBING OR TO PLACE SOA- DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, the plans shall control. The Landscape Contractor shall verify all quantities and report any docrepomies at the a ,Rnv` 1310 ..1P1. TIE FRONDS WITH MACHINERY OR OTHER EQUN�NT OF ANY KW WITHIN THE MINIMUM SETBACK OF A TREE TO REMAIN ON time of biddnq. o BIODEGRADABLE TWINE. IAD SITE UNLESS OTHERWISE APPROVED BY THE CITY. 2. The LandscaP Contractor shall review architectural a ernq plans and become thoroughly familiar with surface and Q ❑ v M TO REMAIN TIED UNTIL PALM /onq PUSHES IT OPEN. subsurface utilities, yy I w $ 2. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAW DEVELOPMENT CODE SHALL BE N ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING STANDARDS. 3. Every possible safequord shall be taken to protect buidnq surfaces, equipment and furnishings. The Landscape 5 LAYERS OF BURLAP Contractor shall be responsible form or n to son o a which may occur as a result of tic y da•bge Jany Pte" property � � w 3. ALL TREE ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND ORIGINATING FROM A negipence in the execution of the work. a n o bo 4" 5-2X016 WOOD BATTENS PROTECTED TREE, SHALL Be- SEVERED CLEAN AT THE LIMITS shop TS OF THE PRESERVED AREA MICATED ON THE 4. The work be coordinated with other trades to prevent conflicts. Coordinate the plantnq with the rrgation work SECURE BATTENS WITH 2-3 W �' `'a `� U o ty / l� PLAN. NDto assure availability and proper location of rrgation items and plants. �' M STEEL BAS TO SECURE BATTENS STEEL BAND S PURNG PLANTING PROCESS 5. All plo ntnq shall be performed by personnel famlw with plantnq procedure and under the supervision of a qualfied • DO NOT NAIL BATTENS TO PALM TOE NAL 4. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO MNMZ!~ ROOT DISTURBANCE TO EXISTING TREES AND plontnq foreman. i ASE OF TREE SMALL BE PLANTED 4 ABOVE TRUNK. HEIGHT OF BATTENS OTHER VEGETATION TO BE RETAINED. ca a ADJACENT FINISH GRADE. SHALL Be LOCATED N RELATION 6. All plant material shall be graded Florida No. I or better as outlined under Grades and Standards for Nursery c. a REMOVE ALL TWINE & STRAPS & CUT BURLAP TO THE HEIGHT OF THE PALM. Plants, Port I and A, published by the Florida Deportment of Agriculture and Consumer Services. o 7. The Landscape Architect or Owner shall have the right, at any stage of the operations, to reject any and all work �- FROM TOP ONE-THIRD OF ROOTBALL. NO and materials whichhis opinion, do not meet with the requrements of these specifications. a °; v SYNTHETIC BURLAP WLL BE ACCEPTED , n 0 3" MUCH COVER (TYP) 3-2X4 WOOD BRACES STAKED WITH A 13. Except as otherwise specified, the Landscape Contractor's work shall conform to accepted horticultural practices as o 2X4X24' STAKE PAD BURIED 3" DeLOW used In the trade. 4" SOL SAUCER GRADE, 9. The minpniam acceptable sae of all plants, measured after prunnq, with branches in normal poseaons, shall conform to t- the measurements specified on the plant Inst or as ndicated on the landscape drawnq. Height and spread dimensions Q r DIAMETER OF TREE PIT TO Be TWICE THE 1 1/2"-2' SHREDDED CYPRESS MULCH refer to mon body of the plant and not extreme branch tip to tp. The caliper of tree trunks is to be taken DIAMETER OF ROOT BALL AVOID CONTACT WITH TRUNK one foot above the ground level. - ROUGHEN SIDES OF ;TREE PIT 4" OF SAND PLACED ON BACKFILL. 10. Plants shall be protected upon arrival at the site, by benq thoroughly watered and properly maintained anti planted. CV[) IA • II. All tree pats shall be excavated to size and depth n accordance with the USDA Standard for Nursery Stock O Q mmumuff-SOD o FNISF ED GRADE 1� 260.1, unless shwvn otherwise on the drowngs, and backfilled with the specified plontnq soil. The Landscape N cV a 2X4 HORIZONTAL. Contractor shall test fill all tree pits with voter before plontnq to assure proper dronoge percolation is available. !I (J) MEMBER W/ OPTIONAL 4X4 POST SPACED - a, a, -J NET FENCE FABRICA MAXIMUM! OF 6' 12. The Landscape Contractor shall be responsible for proper voternq of all plants. All plants shall be thoroughly Lt! icy PULVERIZED SOIL BACKFILL APART watered at tine of plantnq and kept adequately watered until time of acceptance. It shall be the Landscape Controctor s responsibinty to assure that plants are not over watered. icy UNDISTURBED SUBGRADE PLANT SO THAT TOP OF ROOT BALL 13. It shall be the Landsraipe Contractor's responsibility to prevent plants from faltnq or benq blown over, to ail Z p IS EVEN WITH THE FINISHED GRADE PULVERIZED SOI. BACKFLL restrokiken and replant all plants which lean or fall and to replace all plants which are do.oged due to lack of Ca � � � N 1T AFTER SETTL-MeNT, APPROX. I" AVE ALL ROOT BALL _ proper quynq or staknq. The Landscape Contractor shall be legally liable far any damage caused by nstablxy of U ca o a U 111 FINISHED GRADE AT TIME OF PLANTING. MATERIALS SHALL 6E COMPLETELY my plant material. 0 I.1_ 2 X BALI DW REMOVED BEFORE PLANTING 14. All trees and all palms shall be quyed a• staked or braced. The Landscape Contractor shall determine which small or multi-trunk trees need to be quyed and staked to maintain plusb. Stoknq of trees and shrubs, f required, shall Q { be done as per staknq and quynq detod prepared by the Landscape Architect. It shad be the responsibility of the CL > I%ev Landscape Contractor to remove quys and stakes from the trees and ,lab site after a period of 010 days. _J O MULTI TRUNK TREE PLANTING DET AIL PALM STA KING DETAIL 15. Plants blown over by high and=, within the quaronteed period, shall not be cause far additional expense to the Q TREE PROTECTION DET AIL Owe, but shall be the responsibinty of the Landscape Contractor. Damoged plants shall be replaced by the Landscape Contractor at no additional cost to the Owner. NTS N.T.S. NTS 16. Sod slwd be certified to be free of the reported fie ant. Sad shall have a clean growth of acceptable grass, reasonably free of weeds with not less than 11/2" of soil firmly adhernq to roots. k shall be the responsibility of the Landscape Contractor to measure and determine the exact amount required. This amount shall be verified with -'� the Owner or Landscape Architect before installation. STU R D I VAN T DRIVE 17. The Landscape Contractor shall insure adequate vertical droioge n dl plant beds, planters, and sod area. Vertical drllnq through any compacted fill to motive sod shall be accomplished to insure droinage. If well droned fil is (LAKEVIEW AVENUE BY PLAT) necessary to assure positive drainage, this issue shall be brought up by the Landscape Contractor at time of bddnq. (50' RIGHT-OF'-WAY PER PLAT) 18. The Landscape Contractor shall roure that his work does not nterrupt established or projected dronage patterns. H A.r GRATE NLE=1 I9. The Landscape Contractor shall prime, shape and remove dead foliage/hubs from exotnq plant material to remain. Gi2A'TE ELLV7.115 Confirm with tliR Landscape Architect or Owner the externs of work required at tang of biddnq. ,'T:tR>- EES�-,.07 42 vE R 1. Est V-` ,a 20. Mulch - AI plant beds shall be top dressed with 3' shredded hardwood mulch (or approved equal). ,: � N irvvERr tam��.;.� IF PLAN -� 21. tic I take all r horticulturally ac measure o sure the successful tic nq of ___ _ _ _ Transplanted anal he ape Contractor I responsible for erminnq evaluaatinq vhucln plant _.--. /r_..-_-. ___-I�._. % materials are suitable tar traroplartnq and shall verily this with the Landscape Architect or Omer. The Landscape '� _. -- . --- Contractor shod reasonable, haw iculturall acceptable s t as amplant -> ermine the Architect or wner Replacement s 8' 2-PLY RUBBER HOSE __ __.._.. __.r:,a._ _-.-- shall be of measures taken, as d h Lands Ar but 0 - deter plant materials. The Landscape Contractor shall be responsible for replocnq any relocate plant materials � which idle i s are not ak alit b Landscape Re lac dant j denttal species and sae i' required. DOUBLE STRAND f2 GAUGE WIRE �. I \ ._ _�. -..-� --�` 22. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE: � COVERED W/2•-PLY RUBBER HOSE -� C� �s� ! I ` Mnnterwrce shall commence after each plant is planned and the mamenarnce period shad canttiue urn! the ,lob or PANTED FLUORESCENT ORANGE i A t� I w _-- _••- J ' '• ;i 7 -. , specdre phase of the ,lob is accepted by the Landscape Architect or Owner. Extreme care shad be token to U 10 i r�-=� instruct the Owner or his representatives n general maintenance procedures. WHITE FLAGGING (TYP.) q� S (�: REFUSE n ` Plant mopternance shall include vaternq, prunnq, weednq, cultWat t inn and re of s, CL na, muWwq, qhs 4 Paring quy 4 l I •' I. �a da replaceny�t of sick or dead plants, resettnq plaints to proper grades or upright positions and restoration of the L r 3 INCHES MULCH ! ' ' •y plontnq saucer and all other care needed for proper grovth of the plaits. o 4 NCN DEEP SAUCER s I \ ': '.aha :. Durnq the maintenance period and up to the date of final acceptance, the Landscape Contractor shall do all f x I _ = M.. a seasonal sproynq and/or dustnq of trees ad shrubs. Upon completion of oil plontnq, an inspection for 8• STEEL TEE POST QV , _ :._= `"" "` � , _TMS :+•- '. . N acceptance of work win be held. The Landscape Contractor shall notify the Landscape Architect o• Owner for t 24/- 2 � QV Z scheduling of the inspection 10 days prior to the anttpoted date. `Q BACKFLL MIX RI LI { At the tune of the inspection, if all of the materials are acceptable, a written notice will be given by the 6 STEEL TEE POST �/ � ..- ,..., Y N m .. `, ........_..._._...,, .._.� Landscape Architect or Owner to the Landscape Contractor Statnq the date when the Mantenowe Period ends. UNDISTURBED SUBSOL 1 WP rf�� .� } t GUARANTEE AND REPLACEMENT: ❑ REMOVE BURLAP & ROPE , - A l4 , - s, 43 I Ad plant materials shall be quoramteed for one (1) year from the tine of final inspection and interim acceptance _ LVG'` II shod be dive and n satnfocto•y qrovth for each specfr kind of plant at thus end of the guaranteed period. FROM TOP 1/3 OF THE BALL r Q Q Q Q Q Z 4 . •Cr' At the end of the quorantee period, any plant required under• this contract that n dead o• not in "' `" •:.- r; ` '.�• f i , I satisfactory growth, as determined by the Owner or the Landscape Architect, sh be removed and replaced. if • :, .� all 1 Replocemmt plants shall have on extended quarantee, as noted above, from time of replacement. ` I I \ All replacements shall be planted of the same kind and sae as specified on the plant NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MLLCH MATERIAL. TO USE. �{ S FREEZER I I `- / � � / � � a ° I Inst. They shad be the responsibility of the Landscape Contractor. ❑ p Q Q Q M �-- � { I :+ . - .• T FORMER � S D (�c� ` / I n, I AD I a I EDGE OF PAVEMENT OR CURB w ❑ ❑ r� TREE PLANTING �� 1�` 48,°' ` 50D I o ►o zo 40 N.T.S. 66 . ' _ XISTINGI �3, { SCALE: I°- 20' � ❑ z -' a • =- 1...5 Z Y o LVG 20 r T' TREE TQ BE V t JVO IF SHRUB IS B & B, THEN REMOVE , REMOVE-I? - BURLAP & ROPE FROM TOP 1/3 OF BALL _ ` _______.M._T� - - • , --- .. l �, `� j �� ,� TYP. � r� _ - �" _ i •� �i III r MINIMUM 2" MULCH so0 , I 13 ,....-._ e•6/ 0 - �Ii - _..m-- w _ - - � , GRASS WP 4774 F1)TURE '4safe v SOIL BERM I W a• PkAYIAND o;�- - _^ - '�`� 7 00 N U MINIMUM 12" DEPTH OF PLANTING SOIL ��•� % CL BUILDING -: EXIST. F.F.E. 11.22 I "� 4.` '. :.: `n { EDGE OF BEDLN� c° W GROUNDCOVER PLANTING BEDS MAX. HT. = 35' .� , � y 3 INCHES MULCH ( SEE LANDSCAPE r T FOR TYPE OF MULCH :' < I j » . . • . • NOTE LOCATE PLANTS N A TRIANGULAR PATTERN NOTES ) • d '= _\ �' „ AS SHOWN, SPACED EQUIDISTANT FROM EACH rail `,% �"',:,. OTHER (AT SPACING SPEG�IED N THE PLANT LIST). ���� i LVG 1 y r SHRUB GROUNDCOVER SPACING PLAN CD • � � � f ,gyp .�• .�, � � / N.T.S. T EE PLANTING SOIL MIXED PER SPECIFICATIONS ` j I ` l (n Q i 5 ` P OTECTION ,, i � - -� VEHICULAR, USE AREA _ w T UNDISTURBED SUBSOIL FE CE TYP. �l`:� '� 18 I � C i _ U. ! .� - PROV�E MINIMUM PIT CLEARANCE AROUND `- !, LVG _._ TOTAL PAVED AREA 25,56q SF W - _. ROOT BALL OF 6" SIDES AND BOTTOM. SOD -- --- -. EXISTING REQURED GREEN AREA: 2,586 SF (109:) Q J Z Q V U A KEY MAP PROVIDED GREEN AREA: 2,591 SF (109:) V W i�TREE TO .!: � - � i m ,� 2 RI -� � 37ir/ O GROUNDCOVER PLANTING DETAIL ' REMAIN _.._ ,_ . _ 2 _.,.___ SHRUB AND 1 SII Lr Ll ❑ v �n LW a NTJ 2 ( 6%1_110 4 ° 3' 1 , LJ11" z L� M 2 (J j DESCRIPTION 1"" 2 P SYM. QTY. BOTANICAL NAI` COMMON NAPE ry BUFFER SCHEDULE SOD -- L1 . r T J Z a o PROPERTY OF BUFFER WIDTH zea.Q 9YAP� LAPROVIDEDLANDSCAPING !�. .•. ! f .• _ r •• _. �... , � ) �. / -T - - �QV 6 QUERCUS VMLGN LANA LIVE OAK 6" CAL., 18'-20" HT. 10' SPREAD N BOUNDARY FEET REQ. PROV. ODE LI 12 LAGERSTROEMIA INDICA GRAPE MYRTLE 1-1/2" CAL., Id HT., � Q NIxtTH-S111RWAN'f DIM 225 LF XX FT. 5 FT. -__.__..-----._..._ �L \ MULTI-STEM, 3-5 STEMS 11Ask V ti SHADE TREE 4-5 100 3 7 7 CANOPY TREES — — - WASHINGTONA ROBUSTA 12" CLEAR TRUNK TYPICAL a UNDERSTORY T 5 I =9 -, WR - TREE TO BE REMOVED co _. ._ _ __. _.__ _._.. _ - -t - W SHRUBS GR OV R r� — T .__. __. a 7=w- _.w__.....�u _- �i� mm..T-�- _ � µ� _.._ _ _ -_ O IF 65 I LICIJM FLORIpANUM FLORIDA ANISE 3 GAL., 3' PIN. HT., 30' O.C. EAST-EXL=r10fEL 200 LF XX FT. 7 FT. _ __ _ _ __._� . �___ _�___ _ �_.-�— - _. __ ._.w- _m__ - ._ • U .�... ._ __.._ _� _... ._._.-_._._-.___....�._._ .__.:�r w...-��.�.-..^ .W._w ��--.��:..._._.� __.._-_ _.,:.^— - ��. _f._._. _ 0 VO 20 VIBURPMJM ODARRITISSN'1UM SWEET VIBURt�AJI'1 3 GAL. 24 PW NT., 30 0 C SHADE TREE 3 A ._.._ �_.____-LL �.-,T _ ...._ RI 65 RHAPIOLEPIS INDICA INDIAN HAWTHORN 3 GAL., 12-15 HT., 24 O.C. T Y TRE � � � -� � �� • � ��,� EXISTING TREES TO BE LIMBED UP TO � " T ®LVG 164 LIRIOPE MUSCARI 'VAREGATA' VARIEGATED L1R10PE I GAL., FULL, 12 HT., 6-8 PPP, 24 O.C. ENSURE HEALTH AND QUALITY OF TREE. SOD BY STENOTAPHRUM SECUNDATIIM ST. AUGUSTN� GRASS SOLID SOD, CONTRACTOR TO VERIFY QTY. q �w CONTR. 9WYN-AT1J1Ni OLVP 225 I.F XX FT. 17 FT. ATLANTIC BOULEVAR .r . -� L NOTES. SPSEGIFIP PLANTS ARE UNAVAILABLE AT TIME OF C"TRUCTION, CONTRACTOR MAY REPLACE SPECIFED 6 o SHADE TREE 130 LF - 6 3 CANOPY TREES Z UNDERSTORY TREE 2Z30 LF - 12 11 T T PLANTS WITH PLANTS APPROVED BY LANDSCAPE ARCHTECT AND CITY STAFF. ' I GR COVER T 2. LANDSCAPE- CONTRACTOR IS RESPONSI3LE FOR SUPPLYING 6' OF TOPSOIL IN ALL PLANTING AREAS. THE LANDSCAPE � M N A NOTA CONTRACTOR SHALL NCOZPORATE TOPSOIL QUANTITIES NJ BID CALCULATIONS. I.t- Al N WEST-•E>Q3TNG 200 LF XX FT. 14 FT. The landscape Contractor shall be responsible for all materials and all work as called for m the 3• LANDSCAPE CONTRACTOR IS RESPONSEI.E FOR SOPPING AND/OR RESTORNJG ALL DISTURBED AREAS. � SHADE TREE 1 3 LF Y TREES Landscape Plans ad n the Landscape Specftations. In the event of variation between quantities UND RSTORY TREE 30 LF 16 0 LUX9STORY TREES shown on plant list oral the plans, the plans shall control. The Landscape Contractor shod verify MCDONALDS PROJECT KENNETH L.STEEVES,RLA all quantities and report my discrepancies at the trice of bddnq. 331 CODE: 009-0272 N/A a SPREAD ;, LAIAMME N OMS: TREE PROTECTION NOTES _._.__.__.._._.... I. The landscape Contractor shall be responsible for all materials and all work as coiled for on the Landscape Plans -- w I. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL Be UNLAWFUL. TO REMOVE and n the Landscape Specifications. In the event of variation between quantities shown on plant Inst and the plans, qq e 5-7 HEALTHY FRONDS VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, the plans shall control. The Landscape Contractor shall verify all quantities and report any discrepancies at the x ,annJ MINIMUM. TE FRONDS WITH MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE MNIMLIM SETBACK OF A TREE TO REMAIN ON two of bddnq. a M BIODEGRADA%Z- TWINE. HEAD u , ' R SITE UNLESS OTHERWISE APPROVED BY THE CITY. 2. The Landscape Contractor shall review archn.ectural/engneernq plans and become thorouqhly familiar with surface and �. o 0 TO REMAIN TED UNTIL PALM 05 o PUSHES IT OPEN. subsurface utilities. o v M 2. ALL TRM IiJG UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT 3. Every possible sofa and shall be token to protect buildn surfaces, equipment and furnishngs. The Landscape �, v, ; a~ u a ° o ,,^ CODE SHALL BE IN ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING STANDARDS. 'w P' q p �' y �.1 U , Contractor shall be responsible for any damage or n,lury to person or property which may occur as a result of v a v ° w o "r 5 LAYERS OF BURLAP s ; 3. ALL TREE ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND ORIGINATING FROM A negligence n the execution of the work, ria •N e w 5-2X4X16 WOOD BATTENS SECURE BATTENS WITH 2-3/4" PROTECTED TREE, SHALL BE SEVERED CLEAN AT THE LIMITS OF THE PRESERVED AREA INDICATED ON THE 4. The work shalt be coordinated with other trades to prevent conflicts. Coordinate the planing with the rrigotian work -• a o 0o N WR. �� citU moo to assure availability and proper location of rrngatian iters and plants, w M STEEL BANDS TO SECURE BATTENS STEEL BAND PLAN. m N v' DURNG PL.ANTNG PROCESS 5. AA plantnq shall be performed by personnel familiar with plontnq procedure and under the supervision of a qualified u, c„ 4. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO MNIMIZE ROOT DISTURBANCE TO EXISTING TREES AND liant foreman. ASE OF TREE SHALL BE PLANTED 4' ABOVE DO NOT NAL. BATTENS TO PALM / TOE NAL. OTHER VEGETATION TO BE RETAINED, P zL o TRUNK. HEIGHT OF BATTENS / 6. All plant material stroll be ailed Florida No. I or better as outlined under Grades and Standards for Nursery `� v o ADJACENT FINISH GRADE. P `� SHALL BE LOCATED N RELATION / Plants, Part. 1 and L, published by the Florda Deportmentof Agriculture and Consumer Services. REMOVE ALL TWINE & STRAPS & CUT BURLAP r0 THE HEIGHT OF THE PALM. / a 7. The Landscape Architect or Omer shall have the right, at any stage of the operotions, to reject any and all work F F: FROM TOP ONE-THIRD OF ROOTBALL. NO and materials which, n his opnion, do not meet with the requirements of these speclfrotiom. „ at�W U SYNTHETIC BURLAP WILL BE ACCEPTED O 13. Except as otherwise specified, the Landscape Contractor's work shall conform to accepted horticultural practices as o �t 3' MULCH COVER (TYP) 3-2X4 WOOD BRACES STAKED WITH A used n the trade. z 2X4X24' STAKE PAD BURIED 3' BELOW Of 4" SOIL SAUCER GRADE. 9. The minimum acceptable sae of oil plants, measured after prunnq, with branches in normal postions, shall conform to t- the measurements specified on the plant list or as indicated on the landscape drawnq. Height and spread dimensions � t- DIAMETER OF TREE PIT TO BE TWICE THE 1 1/2"-2" SHREDDED CYPRESS MULCH refer to man body of the plant and not extreme branch tip to tip. The caliper of tree trunks is to be taken 4 Q DIAMETER OF ROOT BALL AVOID CONTACT WITH TRUNK one foot above the ground level. ROUGHEN SL7ES OF TREE PIT U 4' OF SAND PLACED ON BACKFILL10. Plants shall be protected upon arrival at the site, by benq thoroughly watered and properly maintained until planted. SODO . 11. All tree pits shall be excavated to size and depth n accordance with the USDA Standard for Nursery Stock N 0 H ~� 1 FINISHED GRADE l� I 260.1, unless shorn otherwise on the drawings, and backfilled with the specified planingo sail. The Landscape p N 2i 2X4 HORIZONTAL I Contractor shall test f!t all tree pits with voter before plontnq to assure proper drorKW percolation is available. N Os CL MEMBER W/ OPTIONAL 4X4 POST SPACED I, N tJJ I Q. The Landscape Contractor shall be responsible far waternq of all plants. All lams shall be thoroughly H W NET FENCE FABRIC l A MAXI"IUM OF 6" PB P Pr's' P P a � PULVERIZED SOL_ BACKFILL I APART watered at tine of plantnq and kept adequately vatered iml tone of acceptance. It shall be the Landscape Z W N r Contractors responsibility to assure that plants are not over watered. T_ TTTTT UNDISTURBED SUBGRADE TEPLANT SO THAT TOP OF ROOT BALL I l3. It shall be the Landscape Contractor's responsbility to prevent plants from follnq or benq blown over, tv N N IS EVEN WITH THE FINISHED GRADE PULVERIZED SOL. BACKFLL I restraghten and replant all plants which leon or fall aid to replace all plants which are domoged due to lack of 0p AFTER SETTLEMENT, APPROX. 1' AVE PioP� quynq air staknq. The Landscape Contractor shall be legally liable for any dosage caused by instability of ail Z N FINISHED GRADE AT TM OF PLANTING. ALL ROOT BALL COVERING � any plant material. � � o � U 2 X BALL DIA. MATERIALS SHALL BE COMPLETELY REMOVED BEFORE PLANTING 14. All trees and all palms shall be quYed or stoked or braced. The Landscape Contractor shall determine which small - SEEM or mAi-trunk trees need to be quyed and stoked to mantas plumb. Stoknq of trees and shrubs, f required, stroll -0 be done as per stoknq and quynq detail prepared by the Landscape Architect. It stroll be the responsbility of the � v Landscape Contractor to remove quys and stakes from the trees and ,lob site after a period of qO days. 0 0 >O MULTI TRUNK TREE PLANTING DETAIL PALM STAKING DETAIL -�(� PROTECTION DETAIL l5. Plants blown over by hqh rinds, tywithino the guaranteed period, shall not be rause for additional expense to the � � Owner, but shall be the responsibility of the Landscape Contractor. Doinroged plans shot be replaced by the Landscape Contractor at no additional cost to the Owner. NTS N.T.S. NTS 16. Sod shall be certified to be free of the sported fie alit. Sod shall have a clean grorth Of acceptable gross, EXISTING TREE LEGEND reasonably free of weeds with not less than 1 1/2' of soil firmly adhernq to roots. It shall be the responsibility of the Landscape Contractor to measure and deterow the exact amount required. This amount shall be verified with the Owner or Landscape Architect before installation. Z ..�_--..._..........__..,.,.....--._�..,._....____�._..._..,.,.._..__.._.._.......-_.__ ._.._...._.T,-�f...._....,....-._.-__.__.__._....___............._.�-.,-��.-.--.---.._...r.,--..T--.__T._- A. Y SA nA PALMS _�Ef{`�J11 S TU R D I VA N T DRIVE 0 Z GRAPE . 17. The Landscape Contractor shall Heine adequate verticil dranoge n all plant beds, planters, and sod areas. Ventral Ek4YR}}� 29. OLEANDER BUSH drillnq through any compacted fill to native soil shall be accomplished to insure dronoge. If well drained fill is �> GRAPE � 30. 15" OAK (LAKEVIEW AVENUE BY PLAT) Q 31. 1B" OAK necessary to assure positive dronage, this issue shall be brought up by the Landscape, Contractor at time of bddnq. Q (50' RIGHT-OF-WAY PER PLAT) _ __. _ __._.. _..___ -__ __-. rattan a insure that s no interrupt air a terns. - -__- __._._.._.. __ --- ZSAGO ORE 32 30" OAK Landscape Cant shall h t his work doe not rupt established projected drarroge _ 4 PALMS L ._...__.. ........_..... _... .- __.__ ._..�. i_..- 2 5. CAM 33. 17" OAK _ 6. 20" PINE Iq. The Landscape Contractor shall prune, shape and remove dead foliage/Isbs from existing plant material to remain. QV2 QV2 34. 20" OAK 7. 12" SYCAMORE 35 2D" OAK Confirm with the Landscape Architect or Omer the extent of rank required at tine of bddtnq. Z � 4 l ���� � � ter= � -.a -�:.��• +�= 8. 12" SYCAMORE ��PAL � . Mulch - Ali plant a shat be top dressed with 3' shredded hardwood mulch (or approved equal). Q 36--SA 20 beds dr Ic .-- --___. _---� _ _�_--- ..._. • --.,. - _ _-._. _--•• - --�3.-- -.__ --- --.._ `-" f -- 9. 16" PALM 4-, ,3!-PALM 2L Transplanted Material - The Landscape Contractor shall be responsible for determnnq and evoluatnq which plant p O PLAN ,.�__ __ - 10. 12' SYCAMORE 38. 8 PALM o .._.__._._.__.___--.-_.__..___.�_- ., " materials are suitable for trans brit and shall reify this with the Landscape Architect or Owner. The Landscape � __._.._.___..._ 11. 12" SYCAMORE 39. 8 PALM ._ �. -• _� - -- " COAKontractor shat Coke all reasonable, horticulturally acceptable measures to assure the successful tronsplantnq - \ __ ___ 12. 16" PALM determined plant materials. The Ladscape Contractor shall be responsible for replocnq any relocated plant materials W r j 8' 2-PLY RUBBER HOSE `vi -- --._--- u - _-_ -- required. e ermined y the Landscape Architect or Owner. R p amen plants 13 28 PALM which dile if such measures are not token as determined b c e lac ant [L � DOUBLE STRAND 12 GAUGE WIRE IN - - 14. CRAPE MYRTLEr OAK shall be of identical species and sae f aqui d to U . - � U:� 15. 8 PALM � MAINTENANCE ANG'E• Z lY `, II �,;rte�;,R -- f �/ y� - -- T = = - - i 1B. CRAPE MYRTLE " MAWT PRIOR TO FINAL INSPECTION AND ACCEPT 0 T W COVERED W/2-PLY RUBBER HOSE / ] Vii.] - / - - ----- - N 5 r 45. 213 OAK Maintenance shall commence after each plant is planted and the mantenonce period shall continue until the ,lob or a PAINTED FLUORESCENT ORANGE 46. 15" OAK C� 17. 8" PALM specific phase of the fob is accepted by the Landscape Architect or Owner. Extreme care shall be taken to - to / (0 }., , � 8 AL 47. 12" OAK instruct the Owner or his representatives n general maintenance procedures. W Z WHITE FLAGGING (TYP.) _= / 19. 10" PALM Q 48. 15" OAK L1J O _.m IF \ 2 Plant maintenance stroll include waternq, pruning, weedng, cultivatnq, mulching, tg4tennq, and repornq of quys, CL to S D 20. 1 " PALM 49. 2D" OAK / ��, ���) 21. 15" PA 50. 12" OAK replacement of sick or dead plans, resettnq plants to proper grades or upright positRxa and restoration of the 3 INCHES MULCH - �`"r7 r_ r r' / 22 15" PALM 51. 30' OAK plontnq saucer and all other care needed for proper qrowth of the plaits. W r:, 4 INCH DEEP SAUCER I / � h / 23. 15" PALM -52r1'ALM- Durnq the maintenance period and up to the date of final acceptance, the Landscape Contractor shall do all % Y SAn2 S I %' °��� `" 24. 18" PALM �-��'°`Lk~ seasonal sproynq and/or dustnq of trees and scrubs. Upon completion of all plantnq, an inspection for t3- STEEL TEE POST QV / QV2 �'"� �- I SPRUCE t�-PALM- acceptance of work will be held. The Landscape Contractor shall notify the Landscape Architect or Owner for - - -- 24 I r- i aV s 25 oA s,Aso-T:;z a-- g P y sN a� BACKFILL. MIX y - I 56. 7'" PALM schecNn of the hs action 10 days lair to the anticipated dote. 9' STEEL TEE POST RI I(� 27. 25" OAK At the two of the inspection, If all of the materials are acceptable, a written notice will be given by the ,. .. / T ! f Landscape Architect or Owner to the Landscape Contractor Statnq the date when the Maintenance Period ends. a O UNDISTURBED SUBSOIL _ -. -_ r fir"1 _. / J GUARANTEE AND REPLACEMENT: V2 Nco i I Jit 43 All plant materials strop be quoronteed for one (1) year from the time of find nspectnn and interim acceptance N ❑ REMOVE BURLAP & ROPE i ` 3 f I I QQ,�� LNG I V shall be alive and n satisfactory growth for each specdr kind of plant at the end of the quaranteed period. N FROM TOP 1/3 OF THE BALL � SP (r Y- \/ At the end of the quare ntee period, any plant requred under this contract that is dead or not n 6 © � © © 4 satisfactory growth, as deternned by the Owner or the Landscape Architect, sinal be removed and replaced. Z ............_........,..._.---- Replacement. plants shall have on extended quare ntee, as noted above, from tine of replacement. All replacements shall be planted of the some kind and size as specified on the plant N4 04 04 o r / --- C j d list. They shall be the responsibility of the Landscape Contractor. � NI SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. ♦ 2 ^. 1 ` O 0 C) O O ORy k�# 40 EDGE OF PAVEMENT City of Atlantic Beach TREE PLANTING / 4" ��nit r-r / 1 SOD 0 10 20 Planning and Zoning Dr:partamerd / r a-�IYa)" -L° - ' ' ` 4H 47� XISTING SCALE: 1"- 24' Tnic approval verifies compliance with a pia le N.TS. \ __ .___ VG 24 r I °' -w- ... ( A] pp p pp cis f -` / TREE TO BE n coning, subdivision and other local land Z 2 Y 2 VO r development regulations, but does not constitute w IF SHRUB IS B & B, THEN REMOVE _ Fpproval for the issuance of permits. Compliance / RE("IOVED T _ X x y with Florida Building Code and all other applicable o 4 BURLAP & ROPE FROM TOP 1/3 OF BALL --- - - TYP, �� - � t permitting X c� 5tata ., _ � •:: a and Fedr�r p mlKmg z _,. ^ GRA! °must each R�eritied by r ,attire of the City of Atlantic �. MINIMUM 2' MULCH i ., � � �� g Bull,in C Ir,' I prior to the ' ante o1 a ma O Ii 3 Building F rmI �I �n SOIL BERM -- - X X is y Approved By: - c x 2 -r> --- - ...•_ U � U O MINIMUM 12" DEPTH OF PLANTING SOIL 1 �^ z� X X E �E OF BeBEpL INEv �y eve oilmen Director 0 CL C IN GROUNDCOVER PLANTING BEDS 1 ______ ° EXIST. F.F.E. 11.22 I at v c`o 0 Q- _I Q D ❑ U Q n 3 INCHES MULCH ( SEE LANDSCAPE \ `f/ r \ NOTE: LOCATE PLANTS N A TR PATTERN NOTES FOR TYPE OF MULCH ) �.__-- -_-._ 37 t _ • ' - ' - ll AS SHOWN, SPACED EQUDISTANT FROM EACH r OTHER (AT SPACN IQ SPECIFIED IN.THE PLANT LIST). - 1 / i ► SOD C. -ray ..c -►�s.{. _rv• - �r,.r.G r: cc�zz /T < ��� SHRUBIGROUNDCOVER SPACING PLAN .ter r= U) TREE i ; ;/ ` 1 ; -===-- - ❑ PLANTING SOIL MIXED PER SPECIFICATIONS / �i�O' ! ' �` ( Z I I._.___. PROTECTIONLJ -- __ - _ VEHICULAR USE AREA UNDISTURBED SUBSOL_ ' j 1 i V. IS ENCS TYP. t \VU. EXISTING I I I LV _ - - - PROVIDE MINIMUM PIT CLEARANCE AROUND �--� �----- S� - -----� -- 41 G �� 4 ''- _� -"-4 � ` '�""` F F ` -- TOTAL PAVED AREA. W ---_____ - = m 25,869 SF = ROOT BALL OF 6" SIDES AND BOTTOM. SOD ___..___ .._ --• "- i^ ~ - f f i TREE TO ��______ RI r n I QV REQUIRED GREEN AREA: 2,586 SF (109:) Q. V REMAIN A- V U A K E Y MAP PROVIDED GREEN AREA: 2,581 SF (109:) V w SHRUB AND GROUNDCOVER PLANTING DETAIL �� _._2-_._ _ -� 20 f• a / 28 per LIST m 2 I; i a.i. SB Cy a. SP SB '_ a �' SYM. QTY. BOTANICAL NAME COMMON NAME DESCRIPTION ❑ NTS / - - a r C4 BUFFER SCHEDULE -.___--- 2S 15 r ' = / 27 TREES Z co PROPERTY ## of BUFFER BUFFER ANDSCAPING LANDSCAPING SB RI - �1 I ` RI QV 7 QUERCUS VIRGINANA LIVE OAK 6' CAL., It3•-20• HT. 10" SPREAD J ` W BOUNDARY LINEAR WIDTH WIDTH EQ. BY PROVDED c SO QV2 4 Q QUERCUS VI2GINANA LIVE OAK 4 CAL., 14•-W HT., la SPREAD J o FEET REQ. PROV. ODE L- 3> Al \ S j �l I I� � SQp _. __.--- -. _.._.� �EP 2 LEX X ATTENUATTA EAST PALATKA Y R E C E 13v QL00' HT�, SINGLE STEM Q SH E TREE CL UNDeRSTORY RgRNE 225 LF XX FT. 5 FT. N - s�T s; - pow aJ �1i '� 4 , " _ _ _� �_ :_ ; r- -MIN 27 - --_. .._...___.�__.. ._. ...__�.--__..-------------..--- _, S � r 10 SABAL PALMETTO CABBAGE PALM CITY OF AT�.�,Pv r iNG TYPICAL 2 SP SHADE TREE 150 LF 5 7 EXISTING TREES _ TR TREE TO BE REMOVED ' �•J J fBUILDING 1�D I N G & Z C N i N G N SI rL S GR COVER CONT. 1-1 - HT T. ----.._.._.__._. ,' .- �__--- 32-- - RI - ^= J' -- - x (Cl - TREE TO REMAND WITH BARRICADE � B19 Qd3 15 F t;"; D n, BERM NZA L3 g' 7143 /2S SHRUBS A EAST-EXi =mom 200 LF 5 FT. 7 FT. _ _ __!_. �... _ - -_ 74, � - _ _.._ O.C. _ _ ._..__ ._ _:_-�' �� -- _ _. .--m--_ F:=:.= _.� - O E 64 LLICLJM FLORDANUM FLORIDAFLORDA ANSI 3 GAL. 3" MN. T., 30' 0 C _ _� _ _-. g SHADE TREE = m f _M_ - ___ _._:TT -: = -. --..--= mm ._ ; `=-- =.. - =.:_ _... _ Q VO 20 VIBURNUM ODARRITISSt1`UM SWEET VBI�ZMJM 3 GAL., 74 HT., 30 O.C. �ERSTORY TREE N A EXISTING TREES TO BE LIMED UP TO RI 70al RHAPIOL.EPIS INDICA INDIAN HAWTHORN 3..Gld �t`LL-15' T., 24" O.C. U - ENSURE HEALTH AND QUALITY OF TREE. �Y, PULL;-, 12" HT., " RM N/A - ®LVG 164 LIPJOPE MLJSCARI 'VAREGATA• VARIEGATED LIRIOP F GAS _ O.C. SaUTF{-At1JINfIC �VD 225 LF 10 FT. 17 FT. HT. FULL ��� � coNTR Y , r *� ®SB 142 SPARTNA BAKERI .. _____ .._.__ ____.. ___ _�..___ ATLANTIC BOULEVAR[� SOP BY STENDTAPHRUM sEcuJDATUM St. AUGUSTNE GRASS SOUP•saD, CONTRACTOR ,T SHADE TREE 150 LF = 5 6 EXISTING TREES /A w A o. c-r A Tr Mi-A A h 't t ,� '' 0 UNDERSTORY TREE NOTES: ` i.►1 tla,, t4;I �� Z TREE REPLACEMENT CALCULATIONS L IF SPECEED PLANTS ARE UNAVAL.ABLE AT TIME OF CONSTRUCTION, CONTRACTOR MAY REPLACE SPECIFIED ` i ' 'r� �a, C V PLANTS WITH PLANTS APPROVED BY LANDSCAPE ARCHTECT AND CITY STAFF. >. �i.,�l a'ry +' o N TYPE REQUIRED PROVIDED NOTE' N WEST-f3QS1Nt: X38 200 LF 5 FT. 14 FT. OAK 76'/1 76' 706'x42' 2. LANDSCAPE CONTRAGTO�' IS RESPONSIBLE FOR SUPPLYING 6" OF TOPSOIL, IN ALL PLANING AREAS. THE LANDSCAPE t i c 4 . „ r N 4®4'=16' 2 The landscape Contractor sholl be responsible for all materials and all work as called for on the ✓ maid CONTRACTOR SHALL INCORPORATE TOPSOIL QUANTITE9 N BID CALCULATIONS. g SHADE TREE 150 1.F 4 EXISTING TREES Londsca Plans and n the Landscape Specifications. In the event of variation between quantities ; 1w4 � RSTORY TREE pA� I 10 shorn on plant list and the plans, the plans shall control. The Landscape Contractor shall verify 3. LANDSCAPE CONTRACTOR IS RESPONSUL.E FOR SODDING AND/OR RESTORING ALL DISTURBED AREAS. l B COVER P y N _ all 3uantities and report any discrepancies at the time of bddnq. r « , 406 ' : BERM I N/A - 05 OF OAK ALM PRESERVE J f• q 4 1 .� •Y err„nininli►nnwn I MAF' SHOWING SURVEY OF LOTS 625 THROUGH 833 AND LOTS X345 THROUGH 846, SALTAIR, SECTION NO. 3, AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. • 0 N "TAT c:,"arlr t .:::.3 �*� II Af afi"} "4 k FE Fc r`�+c7 , _ :fit^ AT C,l•�-414Y ` t r;', E t i(�ri ( �Vt-It i E•-`-• "f.t `� iti1T t 1 LL.E.47A.•�..".,+ i� _............. _ 11,11 J rt ..--_-__...-111-_.. . ...... ._11.1._1--.-... .. . i` ._-'----...111.1..-_..i -• -.-_.-1111.. .. ......� � h:•Ft7 E Ey ,Lr` .--•... ._.-- .--........ ``,. z a .::^�....... 1 fes . { . \. ,. ?1111 ti ni , .,. , r. : .. .a s:.::. •,,,,.r: '.y •r.,:p s. y.. f Li.� ...{ .N.�:lf# ,+# rsx3l.3.,3zr :3 slsgi. s_.. ...i.. , f d: : Il § t �,r. 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T L .....AN T I C B O U L E V A ...R D 1111.. .. 1111.. ........ .................. ......... ':.y THIS IS A BOUNDARY SURVEY. STATE ROAD No. s A-- 1 --A & � '� RIGHT OF WAY WIDTH VARIES PAVED ,,.,. NO BUILDING RESTRICTION LINE PER PLAT. . . ......... ............ BEARINGS BASED ON AN ASSUMED BEARING ,; 3 ? �3y _ AS BEING S 89'22'29" W. .... ,, ... .. % .. �rr .........., V E . . ECEI By. 1111... .... R H CITY aF AI�NTIc a ;.. ¢fie BUILDING &ZONING THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD �' '$ "I, ZONE „X„ (AREA OUTSIDE 500-YEAR FLOOD PLAIN) AS WELL -y- MAR Q 2003 ........................... .. . ....... AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY--PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. - ,..n.e,,, ... 1111 .nano. ..n ...e.,acne• ... 5 . 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'.' - ,1111 -., ,.. r .. .. :. .. 1111.. 1111 r, 1111. - --.• - .. .: .. .. � ;, •. h ..r /�; 1111 ,.. 1111 ., ', ,.. ,. : 1111. 1111. ....... ......... .. .r. 1111. �r R.. .. .,::..,. 1111.. '. ,. 11::11, ,' ...:.....: � 1111 1111. x: ... 1111 :.... ., �, r r .. 1111 i. - 1111. , .......... r , ........e .. r ,. 1111. 1111.. 1111... .......... r.....-- -..-. ,.. ............ 1111.. .. ............. 1111.. ......� .. .. ,: '.. ,..,;:.� ........ .. .............. .. 1111 1111.. .. ................ .. .. 5 /..rrr. 1111 ... 1111.. 1111 .. .. ,I,':1111. .. .......... .... / r / »i , . 1111, 1111. 1111 ,.. ., --. .�: 1111'.. '................ ,. .' .. .. .. ... ........ I r, ', E / , .. .. -.. sN �a�N i t,n ",': 1 ;l ^ �' _ .* Vii; . r 'a "NOT VALID WITHOUT THE SIGNATURE AND DONN W. a '.S•M. THE ORIGINAL RAISED SEAL OF A FLORIDA FLA. LIC. SU All" Q I D MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." FLORIDA LICENSED SURA ENINGa AND MAPPING BUSINESS No. LB 3672 CHECKED 8Y: FILE: 03-247 DRAWN 8Y: DAF BOATWRI GH T LAND SURVEYORS, Inc. 1711 SOUTH 5th STREET JACKSONVILLE BEACH FLORIDA DATE: MARCH 5, 2oa3 SHEET 1 OF 1 (904)241-8550 ..... .._-- ---. 1111"r- - yr U' S- 270 FLORIDA DECEMBER 11 1981 NAME THE NEW MET COMPANY ADDRESS 1140 EDGEWOOD AVENUE SOUTH (FOR 566 CRUISER LANE) CITY JACKSONVILLE, FLORIDA ACCT NO. 40-343-3700 WATER CONNECTION CHARGE $200.00 ACCT NO. 41-343-5200 SEWER CONNECTION CHARGE $700.00 $900.00 1 _ i i I 4 i f t � E When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment C Y OF A l LAX i oC i✓ ACC i j FLON DA TREASURER ti . w , » , \���..z� .. . . .. . THE NEW >±T AN \ 1140 EDGE OOO AVENUE SOUTH § DifferentDifferent! j Mailing Address ) JACKSONVILLE, FLORIDA —�- ----- , \ - � \ NAVE IES §E2 11,1E T CMPANY © ---—.� SERy CE ADDRESS 566 CRUTSTE 1 t \ ACC« 3 21011 . . .. �.. . . . ; f s CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 TELEPHONE: 249.2395 y _ UTILITY BILL " i ` l 'j WATER DATE WATER SEWER GAR BAG OTHER TOTAL METERS t1 ---111111 �fl DUE 12-11-81. 3/411 $85.00 REfAirii TH:S STu3 SERVIZE DISCONTINUED PAYABLE IN ADVANCE IF NOT PAID WITHIN !yl NO REFUNDS 30 DAYS OF DATE SHOWN "i rz 1 DEPARTMENT OF BUILDING Q CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 4 9 6 8 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB` li Date MARCH 12 19 82 Valuation$ 320.00 Fee$ 7.50 I This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law, i This is to certify that JOHN G. DOMBROWSKI ! 566 CRUISER LANE, ATLANTIC BEACH, FLORIDA I has permission to build FENCE AS PER PLANS SUBMITTED. Classification SINGLE FAMILY Zone RA ` Owned by JOHN G. DONBROWSKI Lot 25 Block 2 S/D SEA SPRAY House No. 5166 CRUISER LANE I i According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. f PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE , .4-----10 T 00 O Building material,rubbish and debris -Zi from this work must not by xftoedT in public space, and must bye up and hauW Isway br a<th pfqy1 tracto ownr 4V° •�tOC�iC Building Offici frjou I i FOR OFFICE PERMIT USDATECONTRACTOR USEONLY NUMBER PLUMBING I ELECTRICAL SEWER WATER flook.. APPLICATION FOR FENCE AND 1dLLS;SEAWALLS PERMIT ZONING: CHAPTER 28, SEC 28-5 (e) (1) In the area between the front property line and the front building setback line, no fence or wall shall exceed four (4) feet in height. (2) In the area between the front building setback line and the rear property line, no fence or wall shall exceed six (6) feet in height. (3) No person shall construct, erect or place on any property within the city any seawall or retaining wall without first obtaining a permit therefor from the city and submitting adequate plans and specifications to show the building official of the city the construction contemplated. For the purpose of this section, a seawall or retaining wall is defined to be any wall used to resist the lateral displacement of any material. (4) Not- withstanding any provision hereof, no fence shall be constructed contrary to the provisions of subsection (n) of this section. (n) Traffic visibility across corners. In any district, no fence, sign or any planting shall be maintained, except that which does not interfere witt traffic visibility across corners. This determination shall be made by the city manager or his appointed agent, and property owners in violation thereof shall be advised to make the necessary removal. TYPE OF PERMIT NAME, ADRESS & TELEPHONE NUMBER OF APPLICANT (PRINT PLEASE!) FENCE WALL �>C]YX))l)Q t)to-1Z to i' Z 01-! 0 e'�-, p2 9- 73 9f SEAWALL el2Ui.sP,C IA IS THE PROPERTY ZONED a6 A). s 1-0 T --I5' -a/OC-le -2 �S'L-fi�SPA3Aq RESIDENTIAL �� OR / COMMERCIAL/BUSINESS ? AflA.tJ < c� �E'rAC'/�I7 /—lo,� <c�'A 3.2.2 3-3 ATTACH THE FOLLOWING TO THIS APPLICATION: 19,0 e 1i�9l11r a) The location of the building, structure or lot to which or upon which the structure is to be erected. b) A plot plan showing the position of the structure in relation to nearby buildings or structures. c) A blueprint or ink drawing of the plans and specifications and method of construction and attachment to the building or in the ground, d) The name of the person/contractor erecting the structure. e) Such other information as the city manager or his appointed agent shall require to show full compliance with all other laws and ordinances of the city. IGNATURE OF APPLICANT " DATE Z M A P S H O W I N G 6041 IZ-�40Y LOT_PS. BLOCK _ ___ AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK - S _-_PAGE 44F1;:`f'40F PUBLIC RECORDS OF DUVAL CO., FLA. FOR �O Tc` B�-A?/N6iS _57 S/N i4��E+c^.a/ �`�.P To SEA?/N 6 S ©� .���?SPC'.L✓. wy5./ I' Q tV - n = J 1V • I v � 1 0 � O APPROV OO.F CITm .,NTIC BE�CN 'OIL QiNG OFFi- O � MAR1 n, " By � A?D' E.4 SE�c�16�/T r 4r Oils 7.57. Q fi 7 009'0 o J Lo: / 7 to; /8 r (�rrttf tratr o t rr�t �tnr CITY OF ErVartwnt of + ixitdin� J+no�rrtton This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following: Use Classification r Bldg.Permit No. ! _ Group--Type Construction 'l' Fire District 1i'T s Owner of Building Address--- t - Building Address.—Ji; i i1Y ' 1 ... Locality 7_�_s�i'..:• ". -��cGdL!ice' 1 Building Official Date: is�i�'�la:�- POST IN A CONSPICUOUS PLACE CITY OF ATLANTIC BEACH FLORIDA /3 INSPECTIONS BUILDING PERMIT N0.#_ ELECTRICAL PERMIT NO.4P�.�)(�,_ PLUMBING PERMIT NOAIJ / JOB ADDRESS S � /' ezle AkL4 A26- CONTRACTOR j�E AIZ 4 .j72L 7 C OWNER Z&,:/E 9245 i ee DATE REMARKS INSPECTOR FOUNDATION FOOTING 1 /,- / 0 X_ SLAB PLUMBING (R) f� -IV g _ TOP-OUT ~' �_�,� ;� •C.,1.i�f tum r,- �..:s' SEWER TEMP-POLE ELECTRICAL (R) �. r ELECTRICAL (F) FRAMING / -1�IF` PLUMBING (F) LINTEL/BEAM f- .° Via_ �'}y. :' °.r3• COLUMN STEEL SHOOT GRADES LOT CLEARING OTHER /�PE'C S /i/�= �ti°Py CC)• /moi'//S FINAL INSPECTIONS i � ! 1 , IN-� ACL i. J f r ! i IKI c� ----------- Ito , • f � t I r f' , i i �f t 1 ► � �i I I v r i. is '�� t 11 th s - t� �• F MEOW am e �� `���_�� ��+ .. ", I 1.11 ►J '�� b� ��' f r / _ I