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SUBMITED PAPPERS
ELEVATION CERTIFICATE ExPresM y37r99 jrobif. 44= 01-,9 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOODIiNSUFiANCEPITOGRAM _ Abe i:IQTION Us1;of this certificate does not provide a waiver of the flood insurance purchase requirement This form is used only to pr ,'�+ec !ovation intormation necessary to ensure compliance with applicable community floodpiain management ordinances, to de iITnine the proper Insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE I BUILDING OWNER'S NAME vvnrWrvu.r POUCYNUMBER ?%fL. w/� Lrt Sty PSG,-(� Dt �TfcrL BY STREETADDRESS (Including APL, UrN, Suds and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER0t. L-UUI@ L ()(In[9OMPANY NAIO NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc) r GT�p l2IIQ T355 �4� Se.9"rbl 2Zo ' CIO Akxrg l<o0 1 GjdyfsnA/. rCoT4, s� H r Iz CITY STATE LP CODE �/'• �tElLGE �L SECTIONS FLOOD INSURANCE RATE MAP (FIRM) INFORMATION, Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX S. FIRM ZONE S. BASE FLOOD ELEVATION 12 02OP� 0►�4 ell (Ai jet ) Ate (u Act use depth) 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): © NGVD'29 ❑ Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the communitys BFE: LLLL-LJ.LJ feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level S . 2(a). FIRM Zones Al-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation Oil I I IN 171.L1 feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1-1130, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I I I I ,LI feet NGVD (or other FIRM datum -see Section B. item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is W .LI feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is L 1.L feet above ❑ or below 0 (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ .NGVD'29 ❑ Other (describe under Comments on Page 2). (NOTE. It the elevation datum used in measuring the elevations is different than that used on ' ' the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: P Yes El No (See instructions on Page 4) 5. The reference level elevation is based on: IW actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate wiff be required once construction is complete.) 1; 6. The elevation of the lowest grade immediately adjacent to the building is: 1 1 1 1 151.14J' feefNGVD (or other FIRM datum -see Section e, Item 7). n) 777 777, F7n M rT SECTION D COMMUNITY INFORMATION ll 1. If the community official responsible for verifying building elevations specifies that the reference level nudi :jki•,1t the'lowest foot as defined in the community's floodpiain management. ordinance, the elevatio of ebuildin 's'lowes floor"..•as defined by the ordinance is: I I I I I I.LI feet NGVD (of other FIRM datum -see Sectio %t!tp3%-CountY Public 2. D3�, 01 the start of construction or substantial improvement FEMA Form 81-31,MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUA SECTION,E CERTIFICATION This certification is to be signed by a lmd surveyor, �epglnesr,3y architect who is authorized by state or local law to certify elevation infomtation when the elevation inkrulatign for Zones M-MQ.-SAE, AH, A (with BFE),Vt—V30,VE, and V (with BFE) is required. Community officials who are authorizedpy local law.or.ordinar a to provide floodplain management information, may also sign the certification. In the case of Zones AO end A (without i FEMA or community issued BFE), a building official, a property owner, or an owner's rep:esentagve may also sign tie certification'' Reference level diagrams 6.7 and 8 - Distinguishing Features-4 the certifier is unable to certify to breakaway/non-breakaway wall, enciosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Fea.:r2(s) not i included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the infomtalIon in Sedione a and C on this certificate represents my best efforts to interpret the data avapab/e. I understand that any false statement maybe punishable by tins or imprisonment under 18 U.S. Code, Section 1001, , Stephen a. Brown, 4049 CERTIFIER'S NAME LICENSE NUMBER (orAfru Seal) •' . Starve Ste hen J. Brown Inc. TM-F COMPANY MAME 619 East S Stuart Florida 34994 " ADD CRY STATE . ZIP (561) 288-7176 gi DATE PHONE . Copi s ould be of this Certificate for.1) community official, 2) Insurance agent/ozmpany, and 3) building owaar. COMMENTS: ON _ SLAR A v ZONES ZONES WITH BASEMENT ON P', PIER%OR OOWYNS A v � I The diagrams above.iUustrate Me points at which the elevations should be measured In AZonas and V Zones. Elevations .it all A Zones should be measured at the top of the reference level floor- Elevailons for all V Zones should tbe measured at the bottom of the lowest horizontal stru ral member. n", y N Page 2 101F,y1.99 FRI 10:03 FAX a561+335+0013 WILLIAMS & COMPANY CCONST <.a 1V1 0Z22H 99FRI 414:59 FFAX 552+335+0013 WIILLIAMSOa COMPANY CoNST T8 011 IM001 Al REQUEST FOR 30 DA'Y. TEMPORARY POWER RELEASE DATE: ID - PERMIT NUMBER: PROPERTY ADDRESS: tinc) S a=eQr -% Ri.,e- - St Lucie County Comm. Davel_ Dept. Code Compliance Division 2300 Virginia Avenue Fort Pierce, FL 34982-5652 Ph_ (561) 462- 2165 Fax (561) 1%Gpa--ll+f: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THEABOVE DESCRIBED PROPERTY, FOR A PERIOD NOTTO EXCEED THIRTY (30) DAYS. FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AQRES AS FOLLOWS: 1. This temporary power release is requeMadfor the above stated purpose only. and there will be no occupancy of any type. other than that permitted by cons"ction during this time period- 2- As Witness by oursignatunasr we hereby agree to abide by all terms and conditions of this agreement, Including Suflding Division Policy: which is incorporated herein by reference. 3. All conditions and requirements Listed In the attached document antlded 'Requirements far 30 Day Power for Tasting` have been fulfilled and the premises Is ready for compliance Inspection. We hereby release and agree to hold harmless. SL Lucie County. and their employees from ep Ilabilities and claims of ere. glpe or nahue which may arise now or in the *Aur® out of this transaction. Ingluding any damages which may be Incurred due to the disconnection of elecitieel power In the event of violation of this agreement. t]t'TTagt- : "011 M IOHd T el I•I$Q:h bfFT •.T •7JAH OCT 2 5 1999 St. Lucie County Pub11C Works s . A 0 9 PP§Lv%a6)y-oi9593 BENEDIKTER RESIDENCE PIS t� NS L-Qkl(ON_REPORT by VICTOR J.GERLEY,P.E. MARCH 9,1999 Jm Ic �-Uau vol.NNS SE WSCIE CC'. k ,. FL q,o n �� AUGERED PILING REPORT Installation Date:3-8-99 ' Project:Benedikter Residence -Middle Cove Beach, Hutchinson Island. .Corttractor:Brevard Grouting Service Concrete Supplier: Continental Concrete n Pile Length:24'-0" F'c=5000 psi Pl Time of day Pile # Pile Dia. Req'd Time Actual Time Ticket # Truck # Batch time 15:43 2 16" 1:50 1:54 I Vj. (02R Y a ASSOCOATES STRUC5TURAd AG960HEM 3190 N.E. MAPLE AVE JENSEN BEACH, FLORIDA 34957 561 334-2600 March 16,1999 Permit�� 1650 Walter Benedikter 606 Dean Terrace Pt. St. Lu ci e, F L.34984 INSPECTEd NggPRT NOt07 PROJECT: Benedikter Residence LOCATION: Middle Cove Beach, Hutchinson Island,FL. CONTRACTOR: Williams and Company Construction, Inc. AREA INSPECTED: Pile cap installation INSPECTION DATE: March 16,1999 IND1NGS: :sincerely, V.J.r9 F �Jlt. Victor�J. 1-Column dowels (128) have not been installed into the pile caps 2-Concrete cover over the vertical reinforcing is less than 2" 3-Concrete cover over the #3 ties is less than 2" AND ASSOCIATES .E. SL Lucie County Public Works cc�:St.Lucie County Building Dept Williams and Co.Constr.lnc. File o" V. J. GERLEY & ASSOCIATES CONSULTING ENGINEERS 3190 N.E. MAPLE AVENUE JENSEN BEACH, FL 34957 (561) 3344600 BY �.�'�F�bF I DATE 7-j0 t)9 y (� SHEET OF ,.on lFf:T r ,ON•DIIIIR I, �Sj ��[ [0CE . _cl IR.IFCT _ 19 I � ; --�-- Af 5- , i f 1 dodo 003LEY a G° SSOCOATES STRUCTURAL, Ma rct1 18099e Permit �99=O'f059�- Walter Benedikter 606 Dean Terrace UV31 Pt.St. Lucie, FL.34984 3190 N.E. MAPLE AVE JENSEN BEACH, FLORIDA 34957 561 334-2600 INSPEG'TLON:REP_QRN0:02 PROJECT: Benedikter Residence LOCATION: Middle Cove Beach,Hutchinson Island,FL. CONTRACTOR: Williams and Company Construction, Inc. AREA INSPECTED: Pile cap installation INSPECTION DATE: March 18,1999 FINDINGS f� ctivites;-Taresatisfacto COMMENTS: 1-Add 2#7 bars at top for pile cap #5 (Eccentricity is 9' 2-Must vibrate the concrete when deposited into the forms. 3-Provide water curing of concrete after placement. Sincerely, V.J. ALEY AND ASSOCIATES cc SLLucia County B d ng-De Williams and Co.Constr.Inc. File V. J. GERLEY & ASSOCIATES CONSULTING ENGINEERS I 3190 N.E. MAPLE AVENUE JENSEN BEACH, FL 34957 (561) 334-2600 �y r;I.ti��b� I DATE SHEET OF DDn lPr.T �h0WKI R ji K.$i1)F AICr RI IR.IPRT _ - u+ 5 d5 4r�T j 6P.tup j � _ --�i J-• I �� -.;_ _1 I rl m dodo ( 9MY a ASSOCOGQS'i M STRUCTURAL MGMERE 3190 N.E. MAPLE AVE JENSEN BEACH, FLORIDA 34957 561 334-2600 April 12,1999 Permit,#-WIQ7-6553 Joseph McCarty -Architect 900 E.Osceola Street Stuart,FL.34996 4 x SPECTt REPO N0iO3 �� PROJECT: Benedikter Residence LOCATION: Middle Cove Beach,Hutchinson Island,FL. CONTRACTOR: Williams and Company Construction,lnc. AREA INSPECTED: 160 sq column installation (16 total) INSPECTION DATE: April 8,1999 FINDINGS: Activitareisatisfac[o COMMENTS: 1-Turn all tie wires away from the forms 2-Must vibrate the concrete when deposited into the forms. 3-Maintain a minimum of 1.5" clear to ties. AND ASSOCIATES V� Victor,J. erley,P.E. L ccSLLucie County building Dept: Williams and Co.Consfflnc: File S}, LU61@ .2!n rPIL6C" - V VA [�VS99n�pn"p��y�S�I�I1 �1�/alp RQMSSOM`C-0�W[�I ES 'J O Ifs UC 0 UWALS LSU"1VIIU'J��u�C'J 3190 N.E. MAPLE AVE JENSEN BEACH, FLORIDA 34957 TEL 561 334-2600 May 14,1999 FAX 561 334-2603 Joseph McCarty -Architect 900 E.Osceola Street Stuart,FL.34996 PROJECT: Benedikter-Residence LOCATION: Middle Cove Beach, Hutchinson ISland,FL. CONTRACTOR: Williams and Company Construction, Inc. AREA INSPECTED: First floor concrete beams. First floor column dowels and CIVIL wall dowels INSPECTION DATE: May 12,1999 COMMENTS: Sincerely, J r; Vick 1-Add C3 column at East side as shown on drawings 2-Remove all tie wires from the forms 3-Verify post shore capacities with Supplier AND ASSOCIATES .E. cc Sf:LbciIee C�b_p._nty,,Building Dept Williams and Co.Constr.lnc. File MAY 141999 St. Lucie County Public Works V. GERM a ASSOMTM STR1<9(MRQL mraO(u egin. 3190 N.E. MAPLE AVE JENSEN BEACH, FLORIDA 34957 TEL 561 334-2600 June 14,1999 FAX 561 334-2603 errpit 9 0593 Joseph McCarty -Architect 900 E.Osceola Street Stuart,FL.34996 PROJECT: Benedikter Residence LOCATION: Middle Cove Beach,Hutchinson IsIand,FL. CONTRACTOR: Williams and Company Construction, Inc. AREA INSPECTED: 2nd floor concrete beams 2B1,2132. Columns C3,C4 and CMU walls from 1st to 2nd INSPECTION DATE: June 11,1999 FINDINGS- Acfiviit es�arefsaUsfa111.1 ctory COMMENTS: Sincerely, 1-Remove all tie wires from the forms 2-Provide template for all column dowels in order to be vertical. 30CIATES cc StL�tciejCiiunty BwldingjDept 7Ilam nas d Co Cons5.Inc. File JUN 1 St, Lucie County Public Works W.J. GERLE 7 a ASS0006ATES 'i June 21,1999 er'�'m`ii�tf 99-010s93 Joseph McCarty -Architect 900 E.Osceola Street Stuart,FL.34996 STRUCTURGAI 3190 N.E. MAPLE AVE JENSEN BEACH, FLORIDA 34957 TEL 561 334-2600 FAX 561 334-26M �1NSPECT1DiSL='i3fP0T-T1f�tO PROJECT: Benedikter Residence LOCATION: Middle Cove Beach, Hutchinson Island,FL. CONTRACTOR: Williams and Company Construction, Inc. AREA INSPECTED: 1st and 2nd floor pre -cast slab installation INSPECTION DATE: June 18,1999 FINDINGS '�t ActivrtteS.aresatisfacto " COMMENTS: 1-Add 3 hook bars at 1st floor to connect to longitudinal bar at slab edge 2-Do not install topping on 1st floor East balcony 3-2nd floor precast slab is bearing only 1" to 2" at some locations. Contractor shall verify with vendor the acceptability of this condition. V.J �G) Victor AND ASSOCIATES c ;St.Lucie , unty'Building-De. illiams and Co.Constr.lnc. File JUN 2 11999 St. Lucie County Public W01kS ki W.J. GL�L'3L�L�V G^S��OG�'�^1VI�3 ' S�VU3Jtiif'LI U3%=1L L6�7v�h`�1L���v?�i • - 3190 N.E. MAPLE AVE JENSEN BEACH, FLORIDA 34957 TEL 561 334-26W • July 9,1999 FAX 561 334-2603 P..ermit # 99 OA0593 Joseph McCarty -Architect EPUB 900 E.Osceola Street r� n {Stuart,FL.34996 / 1 �SPEETIONiREPORTINQ.07 CI" PROJECT: Benedikter Residence LOCATION: Middle Cove Beach,Hutchinson Island,FL. CONTRACTOR: Williams and Company Construction, Inc. AREA INSPECTED: C3 columns from 2nd floor to 3rd floor 3131 beams at 3rd floor #5 dowels for 3'-0" wall at 3rd floor INSPECTION DATE: July 9,1999 9F.INt]INC3S�A`ctivi �esi` are satrsfac ory COMMENTS: Add an additional #5 bar at 3B1 bottom at WNW,NNE,ENE beams due to the stirrups not encasing the 2#7 bottom bars Sinter V.J. ER EY AND ASSOCIATES �UL ASS, ��I St. Lucie County Pub11C Works V3, of J.redey,P.E. c ;St Luae County Buildingj ept:; illia�ms and Co.Constr.lnc. File 11 slor dojo GERL► EY a ASSOCIATES S-r6cTuR k 2NOINERS 3190 N.E. MAPLE AVE JENSEN BEACH, FLCRIDA 34957 TEL 561 334-2600 July 27,1999 FAX 561 334-2603 P rmr � 'IVY �BJ Joseph McCarty -Architect 900 E.Osceola Street Stuart,FL.34996 dNCTIONtREP.ORT N0.08� PROJECT: Benedikter Residence LOCATION: Middle Cove Beach, Hutchinson Island,FL. CONTRACTOR: Williams and Company Construction, Inc. AREA INSPECTED: 3rd floor pre -cast slabs 3rd floor perimeter beams C3 column dowels INSPECTION DATE: July26,1999 INS DINGS- livttiQs_are-satisfactory+' COMMENTS: #5 dowels for C3 columns at WNW and ENE locations have been cut off by pre -cast slab installer and reinstalled by the Contractor by drilling and epoxy grouting the #5 bars a minimum of 5" into the beam below. )CIATES cc St3Lucie Gounty_Buil_ding De t. Williams and Co.Constr.inc. File SEP 1 Lucie County Public Works 'I I FROM P. ) eSINiP$ON,: iStFaif�'td; •: aYwnxfcime- SET Epoxy Adhesive SET -KIT ON SET PAC'" Patent Pending or 8' / A r •D :a- .rot I •ro• •a � •5 0 Edge ° ^• e and on } distances for threaded rod in concrete stemwall corner installation Tension Loads forThreaded Rod Anchors in Concrete Foundation Sternwall Installation fain AvgAllowable Stud Grill Bit Min Wall Min Edge Ed Min End un Tension Load I Dia Dia Emhed Thick• Dist Dist Tension f'o-a2000 psi ness Load (100) (133)_ 10 6 IM 1 5 23000 5750 7665 1 15 1 8— 1 1 5 33WO 8400 11200 Sill Plate Shear Loads Drill Still Bit Minn Edge End Uia Dia Embed Dist Dist 31.. Allow. SET HIGH PDXYrREAfGTH Request our Anchoring Systems Catalog for complete information. Epoxy -Tire BET epoxy is a two -component, tow odor, 1:1 ratio, 100% solids epoxy -based adhesive for use as a high strength, non -shank anchor grouting material. Resin and hardener are dispensed and mixed Simultaneously through the mixing nozzle. SET meets the ASTMC•881.90 specification for Type 1, 11, IV and V. Grade 3, Class 6, C and 0. SET is the first material to meet IC60 AP58 standards. APPLICATION: • Surfaces to receive epoxy must be clean and dry surfaces. • Epoxy should not be Installed in or through standing water. • The base material temperature must be 40° F or above at the time of installation. For best results, material should be 700 - 80° F at The time of application. • Cartridges should not be immersed in water 10 facilitate warming. To warm cold material. the cartridges should be stored in a warm, uniformly heated area or storage container for a sufficient lime to allow epoxy to warm completely. • Mixed material in nozzle will harden in 7 to 10 minutes at a temperature of 40' F or above. INSTALLATION: • brill Yale to the specified diameter and depth. • Remove dust from Hole with oil -tree compressed air. Clean with nylon brush and blow out remaining dust. Dust left in hole will reduce the epoxy's holding capacity.. • Dispense a bead of Epoxy -Tie oil to the side to check for proper mixture, shown by a uniform gray color before using. Fill hole halfway, starting from the bottom of the hole to avoid air pockets. Withdraw nozzle as hole fills up. • Anchors must be clean and oil free. Insect anchor, turning slowiv until anchor hits the bottom of the hole. Do not disturb while setting. CODES: ICED ER 5279; 58CCI 9706; City of LA. RS26279: Caltrans 9CM145-5.1. Stud Dia Ott Dia Embed Depth spacing p g Edge . Dist Tension Leads •.� ibs Shear Loads lbs •'^ Based on 0010 Strength -Based on Steel strength eased an Steel Strength t'c 22000 psi W,_ yd.2000 psi A307 SAE 1018 A307 (SAE 1018) Ultimate Load Allowable Load' Allowable Load 133) Allowable Load Allowable Load a; iz 1a� 6)i 5!, 1900 475 635 2105 1085 2r — 1565" 1820 31 10200 2550 S £ 2 Y 3 83S 7)e 7216 1805 2405 M 3750 _ 6875 1930 .._..._.... $025 — _ 2575 34$5 3500 4665 4y 2� 3, -4�'- 5 17700 6780 4425 1695 5900 2260 — 3690 4920 _' 26700 5185 6680 6915 8905 T �• / 3� 12 10). 16466 3865 5155 8460 4360 41 — Vies ., 8115 56� — 8550 11400 6 — 9540 1272D 42100 -•1 25 14035 ?y 1 y/ 13?a 11Y 19120 — _ 4780 698D 6375 9280 11500 5925 $ el• -, _ — 49160 ,f33B0Y 10840 1229050 12505 7 7a• 14455 16345 7 1)$ T7 g 15/ 13)i 20076 _ 20 6695 15025 7740 — 7795 10395 10570 14095 _ — 12795 17060 9 6006D ,15015 20020 _6}� 2240 560 1.Alfewable loads are based on a safety factor of 4, Ell ,11 7ya, 221 y. 590,,. 2.Agowatilc load is file lesser of too load based on bond strength or steel strength. 3,Allowable loads have been increased 33% for earthquake or wind loading, no further increase allowed. 4.1he anchors cannot be used to resist pullout forces in overhead and wall installations, unless proper mmiderafioh is given to fire conditions. 9 Vi. GERM a ASSOCOATH 4TRUCTMG3 L C HGOMMS 3190 N.E. MAPLE AVE JENSEN BEACH, FLORIDA 34957 TEL 561 334-2600 August4,1999 FAX 561 334-2603 ermit'# 99 0105 Joseph McCarty -Architect 900 E.Osceola Street Stuart,FL.34996 --1N PE'a= EP_t3R? PROJECT: Benedikter Residence LOCATION: Middle Cove Beach,Hutchinson Island,FL. CONTRACTOR: Williams and Company Construction,lnc. AREA INSPECTED: 3rd floor C3 and C4 columns 3rd floor T-0" wall tie beams INSPECTION DATE: August 3,1999 + A J ities(a(wsatisfacto �IIVDIf��SS:r � -ry COMMENTS: Sincerely, None AND ASSOCIATES c St Lucie CountyBuildigg.Deptj Williams and Co.Constr.lnc. File ull J SEP 1 999 St. Lucie County Public Works W.J. U�G3d��7 STRUC4UG3 L September 8,1999 erriiitr# + 0it Joseph McCarty -Architect 900 E.Osceola Street Stuart,FL.34996 ASSOCIATES 3190 N.E. MAPLE AVE JENSEN BEACH, FLORIDA 34957 TEL 561 334-2600 FAX 561 334-2603 �If�SP,ECCTt -- fafOT10 PROJECT: Benedikter Residence LOCATION: Middle Cove Beach,Hutchinson IsIand,FL. CONTRACTOR: Williams and Company Construction, Inc. AREA INSPECTED: Roof trusses and truss girder anchorage to concrete beams and cols. Roof plywood nailing INSPECTION DATE: September 7,1999 FIN ' iiiitre�are satisfacto� COMMENTS: 1-The use of 8d ring shank nails @6" in lieu of 10d smooth nails @4" is structurally acceptable for the roof plywood nailing. 2-Connect 4 ply truss girder bottom chord with a 1/2"x6" lag bolt near the WUSC6 connector. (4 places) Sincerely, V.J. E LEY AND ASSOCIATES 1fl[::SEP v� u v II `� g 81999 1 victor Gerley,P.E. St. Lucie County Public Works ccs�tff& zaC unty Sutkgl9 ept. Williams and Co.Constr.lnc. File Va IV 0"�° XA Department of --�---��If I` a 'j En-ilran.m_en al -Pro Southeast District Lawton Chiles P.O. Box 15425 Virginia B. Wetherell Governor West Palm Beach, Florida 33416 Secretary OCT 2 3 1998 Certified Mail P/o9. Return Receipt Requested Walter Benedikter 57 Hugh Street London SWIV4HR, United Kingdom Dear Mr. Benedikter: Enclosed is Environmental Resource Permit, Permit No. ES 56-0135248-001 issued pursuant to Part IV of Chapter 373, Florida Statutes, and Title 62, Florida Administrative Code. Appeal rights for you as the permittee and for any affected third party are described in the text of the permit along with conditions which must be met when permitted activities are undertaken. Please review this document carefully to ensure compliance with both the general and specific conditions contained herein. As the permittee, you are responsible for compliance with these conditions. Please ensure all construction personnel associated with your activity review and understand the approved drawings and conditions. Failure to comply with this permit may result in liability for damages and restoration, and the imposition of civil penalties up to $10,000.00 per violation per day pursuant to Sections 403.141 and 403.161, F.S. In addition please ensure the construction commencement notice and all other reporting conditions are forwarded to the appropriate office as indicated in the specific conditions. If you have any questions about this document, please contact me at 561/681-6635. Sincerely, i Thomas Farrell Submerged Lands and Environmental Resources Program "Protect, Conserve and Manage Florida's Environment and Natural Resources" Printed an recycled paper. y4tpv,.nn. Department of Environmental Protection Southeast District Lawton Chiles P.O. Box 15425 Governor West Palm Beach, Florida 33416 Consolidated Environmental Resource Permit and Sovereign Submerged Lands Authorization Permittee: Walter Benedikter 57 Hugh Street London SW 1 V4HR, United Kingdom Agent: Kevin Henderson, P.E. Evergreen Engineering, Inc. 300 Colorado Ave. Stuart, FL 34994 Virginia B. Wetherell Secretary Permit Number: ES 56-0135248-001 Date of Issue: OCT 2 3 1998 Expiration Date of Construction Phase: O C T 2 3 2003 County: St. Lucie Project: Fill wetlands for driveway; mitigate for wetland loss. This permit is issued under the authority of Part IV of Chapter 373, Florida Statutes (F.S.), and Title 62, Florida Administrative Code (F.A.C.). The authorized activities are not exempt from the requirement to obtain an environmental resource permit. Pursuant to operating agreements executed between the Department and the water management districts, as referenced in Chapter 62-1 13, F.A.C., the Department is responsible for reviewing and taking final agency action on these activities. Activity Description. Theproject consists of the creation of a driveway associated with a single-family residence and consists of the following activities: (1) the deposition of clean fill on 2,526 sq. ft. (0.058 acres) of a mangrove slough, (2) the installation of a 24-in. culvert, (3) the creation of a mangrove mitigation area, and (4) the removal exotic and invasive vegetation from the site. Activity Location. The site is a private lot, parcel 25-29-343-0003-000/5, located at SR AIA, abutting the north side of St. Lucie Co. Middle Cove Park, Hutchinson Island (Class III waters of the state) and is located at the following coordinates: Section 29, Township 35S, Range 42E; Latitude 27a23'47"N, Longitude 80' 15'49"W. Proprietary Authorization. As staff to the Board of Trustees, the Department has reviewed the activity described above -and has determined that the activity qualifies fQ0.%xansent to use sovereign submerged lands as long as the work is located within the boundaries as described herein and is consistent with the terms and conditions herein. Therefore, consent is hereby granted, pursuant to Chapter 253.77, Florida Statutes, to perform the activity on the specified sovereign submerged lands. "protect, Conserve and Manage Florida's Environment and Natural Resources" Printed on recycled paper. Walter Benedikter Permit Number: ES 56-0135248-001 Page 2 The above -named permittee is hereby authorized to construct the work shown on the application and approved drawings, plans, and other documents attached hereto or on file with the Department and made a part hereof. This permit and authorization to use sovereign submerged lands is subject to the limits, conditions, and locations of work shown in the attached drawings and is subject to the enclosed General Conditions 1 through 19, General Consent Conditions I through 12, and Specific Conditions 1 through 10, which are a binding part of this permit. This permit constitutes certification of compliance with water quality standards under Section 404 of the Clean Water Act, 33 U.S.C. 1344, and constitutes a finding of consistency with Florida's Coastal Zone Managemedt Program, as required by Section 307 of the Coastal Management Act. This permit constitutes a determination, pursuant to Section 380.0651(3)(e), F.S., that the facility is located so that it will not adversely impact Outstanding Florida Waters or Class II waters and will not contribute to boat traffic in a manner that will adversely, impact the manatee. A copy of this permit has been sent to the U.S. Army Corps of Engineers (USACOE) for review. The USACOE may require a separate permit. Failure to obtain required authorization prior to construction could subject you to enforcement action by that agency. You are hereby advised that authorization also may be required from other federal, state, and local governments. This permit does not relieve you from the need to obtain all other required permits and authorizations. You are advised to read and understand this permit before commencing the authorized activities and to ensure the work is conducted in conformance with all the terms, conditions, and drawings. If you are using a contractor, the contractor also should read and understand this permit before commencing the authorized activities. Failure to comply with this permit shall constitute grounds for revocation of the permit and appropriate enforcement action. General Conditions: 1. All activities authorized by this permit shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall constitute a violation of this permit and Part IV, Chapter 373, F.S. 2. This permit or a copy thereof, complete with all conditions, attachments, exhibits, and modifications shall be kept at the work site of the permitted activity. The complete permit shall livO be available for review at the work site upon request by the Department staff. The permittee shall qy require the contractor to review the complete permit prior to commencement of the activity �! authorized by_this permit. 3. Activities approved by this permit shall be conducted in a manner which does not cause �y violations of state water quality standards. The permittee shall implement best management `] ��4jp r� practices for erosion and pollution control to prevent violation of state water quality standards. Cal Temporary erosion control shall be implemented prior to and during construction, and permanent Walter Benedikter Permit Number: ES 56-0135248-001 Page 3 control measures shall be completed within 7 days of any construction activity. Turbidity barriers shall be installed and maintained at all locations where the possibility o trai nsferring —suspended solids into the receiving water body exists due to the permitted work. Turbidity barriers shall remain in place at all locations until construction is completed and soils are �f11 J� stabilized and vegetation has been established. All practices shall be in accordance with the t"p-lw 5 guidelines and specifications described in Chapter 6 of the Florida Land Development Manual; 0) A Guide to Sound Land and Water Management (Department of Environmental Regulation, 1988), unless a project -specific erosion and sediment control plan is approved as part of the permit. Thereafter the permittee shall be responsible for the removal of the barriers. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. 4. The permittee shall notify the Department of the anticipated construction start date within 30 days of the date that this permit is issued. At least 48 hours prior to commencement of activity ri authorized by this permit, the permittee shall submit to the Department an "Environmental �y Resource Permit Construction Commencement' notice (Form No. 62-343.900(3), F.A.C.) indicating the actual start date and the expected completion date. 5. When the duration of construction will exceed one year, the permittee shall submit construction status reports to the Department on an annual basis utilizing an "Annual Status Report Form" (Form No. 62-343.900(4), F.A.C.). Status Report Forms shall be submitted the following June of each year. 6. Within 30 days after completion of construction of the permitted activity, the permittee shall submit a written statement of completion and certification by a registered professional engineer or other appropriate individual as authorized by law, utilizing the supplied "Environmental �n L Resource Permit As -Built Certification by a Registered Professional' (Form No. 62-343.900(5), F.A.C.). The statement of completion and certification shall be based on on -site observation of n construction or review of as -built drawings for the purpose of determining if the work was o �V. completed in compliance with permitted plans and specifications. This submittal shall serve to J�M i notify the Department that the system is ready for inspection. Additionally, if deviations from the approved drawings are discovered during the certification process, the certification must be' �y' +i accompanied by a copy of the approved permit drawings with deviations noted. Both the original v F lX and revised specifications must be clearly shown. The plans must be clearly labeled as "as -built' or "record" drawing. All surveyed dimensions and elevations shall be certified by a registered surveyor. `7 The operation phase of this permit shall not become effective: until the permittee has complied with the equiiements of condition (6) above, has subm-fftTr '"Request for Transfer of Environmental Resource Permit Construction Phase to Operation Phase" (Form No. 62- )43.900(7), F.A.C.); the Department determines the system to be in compliance with the permitted plans and specifications; and the entity approved by the Department in accordance with Sections 9.0 and 10.0 of the Basis of Review for Environmental Resource Permit Applications Within the South Florida Water Management District - August 1995, accepts Walter Benedikter Permit Number: ES 56-0 135248-00 1 Page 4 responsibility for operation and maintenance of the system. The permit shall not be transferred to such approved operation and maintenance entity until the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the Department, the permittee shall initiate transfer of the permit to the approved responsible operating entity if different from the permittee. Until the permit is transferred pursuant to Section 62-343.110(1)(d), F.A.C., the permittee shall be liable for compliance with the terms of the permit. 8. Each phase or independent portion of the permitted system must be completed in accordance with the permitted plans and permit conditions prior to the initiation of the permitted use of site infrastructure located within the area served by that portion or phase of the system. Each phase or independent portion of the system must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of the phase or portion of the system to a local government or other responsible entity. For those systems that will be operated or maintained by an entity that will require an easement or deed restriction in order to enable that entity to operate or maintain the system in conformance with this permit, such easement or deed restriction must be recorded in the public records and submitted to the Department along with any other final operation and maintenance documents required by sections 9.0 and 10.0 of the Basis of Review for Environmental Resource Permit Applications Within the South Florida Water Management District - August 1995, prior to lot or unit sales or prior to the completion of the system, whichever occurs first. Other documents concerning the establishment and authority of the operating entity must be filed with the Secretary of State where appropriate. For those systems which are proposed to be maintained by the county or municipal entities, final operation and maintenance documents must be received by the Department when maintenance and operation of the system is accepted by the local government entity. Failure to submit the appropriate final documents will result in the permittee remaining liable for carrying out maintenance and operation of the permitted system and any other permit conditions. 10. Should any other regulatory agency require changes to the permitted system, the permittee shall notify the Department in writing of the changes prior to implementation so that a determination can be made whether a permit modification is required. 11. This permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizations prior to the start of any activity approved by this permit. This permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified-tn Me permit and Chapter 40E-4 or Chapter 4DEP40 F.A.C. 12. The permittee is hereby advised that Section 253.77, F.S. states that a person may not commence any excavation, construction, or other activity involving the use of sovereign or other lands of the state, the title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund without obtaining the required lease, license, easement, or other form of consent Walter Benedikter Permit Number: ES 56-0135248-001 Page 5 authorizing the proposed use. Therefore, the permittee is responsible for obtaining any necessary authorizations from the Board of Trustees prior to commencing activity on sovereign or other state-owned lands. 13. The permittee is advised that the rules of the South Florida Water Management District require the permittee to obtain a water use permit from the South Florida Water Management District prior to construction dewatering, unless the work qualifies for a general permit pursuant to subsection 40E-20.302(4), F.A.C., also known as the "No Notice" rule. 14. The permittee shall hold and save the Department harmless from any and all damages, claims, or liabilities which may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any system authorized by the permit. . 15. Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under section 373.42](2), F.S., provides otherwise. 16. The permittee shall notify the Department in writing within 30 days of any sale, conveyance, or other transfer of ownership or control of a permitted system or the real property on which the permitted system is located. All transfers of ownership or transfers of a permit are subject to the requirements of section 62-343.130, F.A.C. The permittee transferring the permit shall remain liable for corrective actions that may be required as a result of any violations prior to the sale, conveyance, or other transfer of the system. 17. Upon reasonable notice to the permittee, Department -authorized staff with proper identification shall have permission to enter, inspect, sample and test the system to ensure conformity with the plans and specifications approved by the permit. 18. If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall immediately notify the appropriate Department office. 19. The permittee shall immediately notify the Department in writing of any previously submitted information that is later discovered to be inaccurate. General Consent Conditions: No activities other than those set forth in this permit are authorized. Any additional activities on sovereign submerged lands must receive further consent fre%;. ie Gdvernor and Cabinet, who sit as the Board of Trustees of the Internal Improvement Trust Fund (hereinafter the 'Board"), or their properly designated agent. Walter Benedikter Permit Number: ES 56-0135248-001 Page 6 2. Grantee agrees that all title and interest to all lands lying below the historical mean high water line or ordinary high water line are vested in the Board, and shall make no claim of title or interest in said lands by reason of the occupancy or use thereof. 3. Grantee agrees to use or occupy the subject premises for those purposes specified herein and Grantee shall not permit the premises or any part thereof to be used or occupied for any other purpose or knowingly permit or suffer any nuisances of illegal operations of any kind on the premises. 4. Grantee agrees to maintain the premises in good condition in the interest of public health, safety, and welfare. The premises are subject to an inspection by the Board, or its designated agent, at any reasonable time. 5. Grantee agrees to indemnify, defend, and hold harmless the Board and the State of Florida from all claims, actions, lawsuits and demands arising out of this consent. 6. No failure, or successive failures, on the part of the Board to enforce any provision, waiver, or successive waivers on the part of the Board of any provision herein, shall operate as a discharge thereof or render the same inoperative or impair the right of the Board to enforce the same in the event of subsequent breach. 7. Grantee binds itself and its successors and assigns to abide by the provisions and conditions set forth herein. In the event Grantee fails or refuses to comply with the provisions and conditions of this consent, the consent of use may be terminated by the Board after written notice to the Grantee. Upon receipt of such notice, the Grantee shall have 30 days in which to correct the violation. Failure to correct the violations within this period shall result in the automatic revocation of this letter of consent. a 8. All costs, including attorneys' fees, incurred by the Board in enforcing the terms and conditions of this consent shall be paid by the Grantee. Grantee agrees to accept service by certified mail of any notice required by Chapter 18-14, Florida Administrative Code, at the address shown on page one of this agreement and further agrees to notify the Board in writing of any change of address at least 10 days before the change becomes effective. 9. Grantee agrees to assume responsibility for all liabilities that accrue to the sovereign submerged land or to the improvements thereon, including any and all drainage or special assessments or taxes of every kind and description which are now or may be hereafter lawfully assessed and levied against the=operty during the effective period of this consgu, 10. Grantee agrees that any dispute arising from matters relating to this consent shall be governed by the laws of Florida and initiated only in Leon County, Florida. Walter Benedikter Permit Number: ES 56-0135248-001 Page 7 11. The consent associated with these General Consent Conditions as well as these conditions themselves are subject to modification after 5 years in order to reflect any applicable changes in statutes, rule or policies of the Board or its designated agent. 12. In the event that any part of the structure(s) consented to herein is determined by final adjudication issued by a court of competent jurisdiction to encroach on or interfere with adjacent riparian rights, Grantee agrees to either obtain written consent for the offending structure from the affected riparian owner or to remove the interference or encroachment within 60 days from the date of the adjudication. Failure to comply shall constitute a material breach of this consent and shall be grounds for its immediate termination. Specific Conditions: 1. Turbidity Controls. a. Prior to construction and during all operations that may degrade water quality in waters of the state, the permittee shall ensure that turbidity controls are practiced as necessary to prevent violations of the water quality standards outlined in Chapter 62-302, F.A.C. Any turbidity control devices used shall remain in place until turbidity —as measured in Nephelometric Turbidity Units (NTUs)—within controlled areas returns to within 29 NTUs above natural background levels. hkl ° b. As needed to control turbidity, the permittee shall ensure that turbidity curtains or silt screens surround the dredged and filled areas including all project -associated barges, all active wor s�d r . any previously worked sites that could continue to emit turbid discharge. I �F�s y c. The permittee shall ensure that turbidity monitoring equipment and personnel adequately trained to use the e quipmentt shall be at the work sites at all times during construction. d. The turbidity monitoring criteria outlined below in specific conditions 2 and 3 shall be optional except under the following conditions: 1. There becomes a visible plume of turbid discharge emanating from the work site. 2. Upon notification by Department personnel that turbidity monitoring is required. 2. Turbidity Monitoring. Water turbidity levels shall be monitored and recorded at least every 4 hours during dredging or filling or upon the occurrence of other circumstances that might create water .quality violations on -site. Samples shall be taken I ft. below the_.surrface.at monitoring stations which shall be located as follows: a. At least 100 ft. up -current of the work sites and clearly outside the influence of construction activities. (This shall serve as the natural background sample against which other turbidity readings shall be compared.) Walier Benedikter T Permit Number: ES 56-0135248-001 Page 8 b. Within 50 ft. down -current of the work sites and within the densest portion of any visible turbidity plume. (This sample shall serve as the compliance sample.) If at any time during construction, the turbidity level within a 50-ft. radius down -current of the turbidity screens exceeds 29 NTUs above natural background levels, the permittee or permittee's contractor shall take the following actions: (1) immediately cease the operations that cause the water quality violations, (2) notify the Department's Division of Environmental Resource Permitting within 24 hours after the time the violation was first detected, and (3) modify the work procedures that were responsible for the violation. 3. Turbidity Monitoring Reports. On a daily basis during construction, the permittee or permittee's contractor shall permanently attach to this permit a report containing the turbidity data gathered. The report shall contain the following information: a. permit number b. dates of sampling and analysis c. turbidity sampling results d. description of data collection methods e. a map indicating the sampling locations f. time of day profile was taken g. depth of water body h. weather conditions at times of sampling i. tidal stage and direction of flow j. wind direction and velocity k. water temperature a Further, each monitoring report shall include a statement by the individual responsible for implementation of the sampling program attesting to the authenticity, precision, limits of detection, and accuracy of the data. 4. Culvert. The culvert invert elevation shall match the elevation of the culvert in the adjacent Middle Cove Park. 5. Wetland Encroachment. Except as specified herein, this permit does not authorize the trimming of mangroves or any disturbance to the wetlands on site. All construction activities and staging areas will be confined to uplands or the footprint of the driveway. The permittee shall maintain a minimum 10-ft buffer between upland construction or the placement of structurii_st tt er temporary or permanent —and �r a the wetlands on site. `✓ 6. Exotic and Invasive Vegetation. The permittee shall maintain the wetlands and associated uplands on the property free from the invasion or establishment of the plants listed on The Florida Exotic Pest Plant Council's 1997 Category I Invasive Exotic Species list, a copy of which is attached. Many of the Walter Benedikter Permit Number: ES 56-0135248-001 Page 9 plants on the list are common landscape plants that are highly invasive to natural wetlands and are capable of being transmitted over water. Exotic vegetation removal shall be done in a manner that does not result in the deposition of vegetative debris or mulch in the wetlands or other waters on site. Equipment used for exotic control shall be kept out of the wetlands on site. 7. Mitigation. The permittee has agreed to mitigate for the filling of 2,526 sq. ft. of mangrove wetland and the fragmentation of a mangrove slough by performing the following activities:y A. Invasive Plant Removal Within 30 days after installation of the driveway culvert, the permittee will O kill and remove the exotic and invasive vegetation present on the entire ro erty. The species to be Lremoved consist mainly of Austra Ian pine and Brazilian pepper trees but may include all plants listed on �Al' ' The Florida Exotic Pest Plant Council's 1997 Category I Invasive Exotic Species list. B. Wetland Creation. Within 30 days after installation of the driveway culvert, the permittee will have created white and black mangrove habitat by scraping to wetland elevations 4,800 sq. ft. of uplands and jby planting the site with white and black mangroves. The scrapedown specifications will be in accordance with the attached drawings. The planting specifications will be in accordance with the attached mitigation proposal. The scrapedown site will abut the surveyed western property line. The scraped spoil will be removed and stored on uplands in a manner that prevents spoil or water from entering waters of the state. C. Monitoring Reports. Within 60 days after starting work on the mitigation wetlands, the permittee shall submit wetland reports that shall include the following information: (1) A baseline ("time zero") report that includes the date of scrape -down, finished elevation, a list of the species planted, the size, . . f� number and density of plants, and the date of the plantings. The report shall contain photographs, taken look from referenced locations, to represent the entire site. In addition, a drawing shall be included to show rici the location and direction of the camera. Subsequent monitoring reports shall be submitted every 180 }� days.(semiannually), the first report being due 90 days after the baseline report. The semiannual reports shall include the number of plants surviving from the initial planting, additional seedlings planted, and explanations if survivorship falls below 80 percent or if survivorship is trending toward 7ailure. The ViUN reports shall include photographs from the locations referenced in the baseline report. The reports shall include descriptions of invasive species control —of both wetlands and uplands on site including .. species present, degree of infestation, and control measures taken to maintain the site at least 95 percent free from cover by invasive species. The reports shall be sent to the Department's Environmental Resources Program, Southeast District Branch Office, Submerged Lands & Environmental Resources Program, Compliance and Enforcement Section, 1801 S.E. Hillmoor Drive, Ste. C 204, Port St. Lucie, FL 34952 (or current address). (3) A schedule for replacement planting procedures as necessary to maintain 80 percent survivorship. Minimal success criteria shall be in accordance with section 4.3.6 of the Department's -Basis of Review for Environmental Resource P%Naa epptications within the South Florida Water Management District, August 1995. / 8. Preconstruction Conference. After selecting the contractor to perform the authorized activities vl and before starting any work authorized by this permit, the permittee (or authorized agent) and the ,vOr3� contractor shall arrange and attend a pre -construction conference with a representative of the Walter Benedikter Permit Number: ES 56-0135248-001 Page 10 Department. The purpose of the conference will be to prevent secondary or unauthorized impacts by discussing the specifications and best management practices that will be used during construction. To schedule a conference, the permittee shall contact the Department in writing at one of the following addresses: Department of Environmental Protection, Southeast District, Submerged Lands & Environmental Resources Program, Compliance/Enforcement Section, P.O. Box 15425, West Palm Beach, Florida 33416 [for projects in Palm Beach, Broward, Dade Counties] or Department of Environmental Protection, Southeast District Branch Office, Submerged Lands & Environmental Resources Program, Compliance/Enforcement Section, 1801 SE Hillmoor Drive, Ste. C 204, Port St. Lucie, FL 34952 [for projects in Martin, St. Lucie, Okeechobee Counties]. 9. Drawings. The project drawings, sheets I through 9, the Category I Invasive Exotic Species list, and DEP forms 62-343.900(3), (4), (5), and (7) are attached to and become part of this permit. 10. Compliance With General Conditions. The permittee shall be aware of and operate under the included general conditions. General conditions are binding upon the permittee and enforceable pursuant to Chapters 403 and 373 of the Florida Statutes. Rights of Affected Parties The Department's proposed agency action shall become final unless a timely petition for an administrative hearing is filed under sections 120.569 and 120.57 of the Florida Statutes before the deadline for filing a petition. The procedures for petitioning for a hearing are set forth below. A person whose substantial interests are affected by the Department's proposed permitting decision may petition for an administrative proceeding (hearing) under sections 120.569 and 120.57 of the Florida Statutes. The petition must contain the information set forth below and must be filed (received by the clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail SSation 35, Tallahassee, Florida 32399-3000. Petitions by the applicant or any of the parties listed below must be filed within fourteen days of receipt of this written notice. Petitions filed by any persons other than those entitled to written notice under section 120.60(3) of the Florida Statutes must be filed within fourteen days of publication of the notice or within fourteen days of receipt of the written notice, whichever occurs first. Under section 120.60(3) of the Florida Statutes, however, any person who has asked the Department for notice of agency action may file a petition within fourteen days of receipt of such notice, regardless of the date of publication. The petitioner shall mail a copy of the petition to the applicant at -Ate -address indicated above at the time of filing. The failure of any person to file a petition or request for mediation within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under sections 120.569 and 120.57 of the Florida Statutes. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205 of the Florida Administrative Code. Walter Benedikter Permit Number: ES 56-0135248-001 Page I 1 A petition that disputes the material facts on which the Department's action is based must contain the following information: (a) The name, address, and telephone number of each petitioner; the Department permit identification number and the county in which the subject matter or activity is located; (b) A statement of how and when each petitioner received notice of the Department action; (c) A statement of how each petitioner's substantial interests are affected by the Department action; (d) A statement of the material facts disputed by the petitioner, if any; (e) A statement of facts that the petitioner contends warrant reversal or modification of the Department action; (f) A statement of which rules or statutes the petitioner contends require reversal or modification of the Department action; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wants the Department to take. A petition that does not dispute the material facts on which the Department's action is based shall state that no such facts are in dispute and otherwise shall contain the same information as set forth above, as required by rule 28-106.301. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means that the Department's final action may be different from the position taken by it in this notice. Persons whose substantial interests will be affected by any such final decision of the Department have the right to petition to become a party to the proceeding, in accordance with the requirements set forth above. In addition to requesting an administrative hearing, any petitioner may elect to pursue mediation. The election may be accomplished by filing with the Department'a mediation agreement with all parties to the proceeding (i.e., the applicant, the Department, and any person who has filed a timely and sufficient petition for a hearing). The agreement must contain all the information required by rule 28-106.404. The agreement must be received by the clerk in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, within ten days after the deadline for filing a petition, as set forth above. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. As provided in section-120.573 of the Florida Statutes, the timely egfeemedt of all parties to mediate will toll the time limitations imposed by sections 120.569 and 120.57 for holding an administrative hearing and issuing a final order. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons seeking to protect their substantial interests that would be affected by such a modified Nyalter Benedikter Permit Number: ES 56-0135248-001 Page 12 final decision must file their petitions within fourteen days of receipt of this notice, or they shall be deemed to have waived their right to a proceeding under sections 120.569 and 120.57. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. This action is final and effective on the date filed with the Clerk of the Department unless a petition (or request for mediation) is filed in accordance with the above. Upon the timely filing of a petition (or request for mediation) this order will not be effective until further order of the Department. Any party to the order has the right to seek judicial review of the order under section 120.68 of the Florida Statutes, by the filing of a notice of appeal under rule 9.110 of the Florida Rules of Appellate Procedure with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida, 32399-3000; and by filing a copy of the notice of appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice of appeal must be filed within 30 days from the date when the final order is filed with the Clerk of the Department. Executed in West Palm Beach, Florida. State of Florida Department of Environmental Protection Ma C. F1 ueira Pro. m ministr� StateLnds and Environmental Resources Program MCF/tr/taf cc: Carol Knox, DEP, Bureau of Protected Species Mgt., Tallahassee Tori Agramonte, U.S. Army Corps of Engineers, Vero Beach Linda Charles, DEP, Bureau of Beaches and Coastal Systems, MS 300, Tallahassee (RE: SL-158) Kevin Henderson, P.E., Agent Walter Benedikter Perm it Number: ES 56-0135248-001 Page 13 Certificate of Service The undersigned duly designated deputy clerk hereby certifies hat this permit and all copies were mailed to the above listed persons before the close of business on 1998. Filing and Acknowledgment FILED, on this date, pursuant to 120.52(9), Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. Clerk (/ Date/ J4�. Prepared by: Thomas Farrell, ESUP-I , •'`° .,.,17i •/ , -. i Dalton ,o.r,D, ism av,n 9 . Vm"r i •rtR.E }(` Foe �. I �I ..... n...r, • r-? ^\U9 Tevl1 fy DO .I ,I • _ _ LJ4a Me n �. Clwg4a •.' 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'.� ii'1 Sn.m ielm 9n•: ' CURRENT MAP r LEGAL DESCRIPTION All .f fewr,�., lw • Ls4w p.anrnla•b•[wU. \W` al'uta, l tt' Uel` ati.•t[, nwn., Wt tl. Y.ru llal fwl Utueq \le Iwt 4 aYt [f Yr, LriLL IYV \I\I Y—L[ M Ur [rtt Yr tlr yYr[ [f 1�r WETLANDS �• 1\ \A SITE-PLAN/SURVEY tLLJ rl. r.,.... a".. onu w •• - •, •• •+.•.. LOCATM MAP .. 'goU•-(�To J+• F�o471. �p.�� � t G ` 9Ln : . T.24, RCP 4LE. -I.O mol ,r•i.Y ll...:k 1 sr. 7_•_ 11-y tn iS A1 1. PRQ°ERIY AGPRCSS: A NRC A 1 ills ]. RRRIICR m, �f�. N•LL R.VS(p YN O^ /l(RIOA N5C0 'U J SUR1LYp! AMD Y . 1 SCALE 1" = 60' "5`reN - n�.iii�. n� .. o d e J L13 EVERGREEN ENCIINEERING, INC. 700 Nnm)1 ColnnxAo A\'mur, SNARL, F1 749.94 Planr (407) 995.1005 Fu (407) 786.7188 _, lof3 EXISTING GRADE 1.9 FEET• WASHED COQUINA RUBBLE (6" to 1211) I'SHOULDER pI;PAkq'y 1 Q ° O C3 Q O C m rl ti Y DRIVEWAY FORMED AND POURED IN PLACE 10' wide (typ) f WASHED COQUINA RUBB (6" to 12") EXISTING GRADE 1.9 FEET ��• SCALE 1"=4' DRIVEWAY PLAN VIEW EVERGREEN ENCIINEERING, INC. 300 NomH Cobudo An"uF, sm r, n. 34994 Nmr (407) 773.1005 Fez (407) 288.7188 I:I SIDE SLOPES VS UG PA k T�t� SCALE 1"=2' O If y - N W W "o O `bc RETE DRIVEWAY FORMED AND POURED IN PLACE 10' wide (typ) ., 1 PROPOSED GRADE 5.0 FEET . WASHED COQUINA RUBBLE (6" to I t 1� I:I SIDE SLOPES CLEAN FILL FILTEFABRIC (typ) I:I SIDE SLOPES EXISTING (TRADE 1.9 FEET . A DRIVEWAY SECTION VIEW EVERGREEN ENGINEERING INC. 700 Nom1i CAb-do Awmur, sru , n. J4994 ' 3 of Now (407) 777-IwS Fm (407) 786.7188 _ _ m I o FECTION VIEW M1� C7 � �/ cn N CULVE RT w � � o `'�� '• S'o `tY¢l'9 C�MCRET E OQIVC C LFA N PILL FX/ST/N4 • �%RADE ' SCALE DaN.Lw I& re 10Rve wAY EVERGREEN ENGINEERING, INC. 700 Nomh C ki b Armor, smmt, FI. 74994 j� Pimr(407) 773,1005 F,a(407) 786.71E6 SR AIA ROW Mitigation Planting �— Area f,, o 601 4 O� rn O r a I I I M N I white black I ~ r \ I t'1 mangrove I mangrove a I .. A I O a I I I EXISTING EDGE WETLANDS I el 3.3' I . I I / • el el 2.0/0' maximum slope 1' vert : 3' horiz u {CAVATED AREA � EXISTING GRADE el 1.8' I e12.0'. PROPOSED GRADE SECTION A --A Scale 1" :i 1' vertical Scale 1" q5' horizontal el 1.8' I MITIGATION PLAN - SECTION EVERGREEN ENC{INEERINq, INC. _ 300 Nart{i Colou�do AvFnue, smmT, rl. 34994 / L d- AM SR AIA ROW y north lot line CO LL ca c 70 )5D _C,7, W\0 1. l I i MITIGATION PLANTING PLAN EVERGREEN ENGINEERING, M. 300 Nomit CobWo AvENuf, smuT, ri. 14994 _.7 SLIER 1510 Mitigation Proposal Attachment d. b. Species present (for enhancement and preservation projects) or to be planted (when appropriate): Common Scientific Plant Range o(' Name Name Size Elevation Density2 white mangrove / Languncularia racemosa liners 3.0'to 2.0' 34o.c. black mangrove / Avicennia germinans 1 gal 2.0' to 1.8' 5-6' o.c. Source' KLS Earth Concepts KLS Earth Concepts Planting elevation or elevations where the species are found, as appropriate. : Preferably in terms of density per acre normal! or ft. (very sma _ 4�cL (normally) 4• ( rY P7ni ts): 09/07/95 Plant source; such as which nursery(s), donor site, etc. Attachment Cl, Page 5 S Data: ( T 2 3 1998 Or PI'! Exotic Pest Plant Council 1997 List of Florida's Most Invasive Species Scicntilic name Common name :Ihrus prernrorius rosary pea :Icucdn auriculi"tnrtis carlear acacia :Ilbiriahb leeck %Oman-5 longue : Irdisia crenata (=d. crenrtlata) coral ardisia .ardisia elliptica (=d. hunrilis) shoebutton ardisia Asparagus densi lorry asparagus fern Bauhinia variegate orchid tree Rischafinjavanica hischntia Brachiaria nttica (=drochloa mutica) Para Brass ' Calop/p•Bum antillanum (=C.calaba; C. inophyllum) santa maria, mast wood, Alexandrian laurel Cassia cohtteoides (=Sena pendula) climbins cassia, Christmas cassia, Christmas senna Casuarina equisetifolia Australian pine Casuarina glatrca suckerine Australian pine Cestruni diurnum day jasmine Cinamonuum camphors camphor -tree Colocasia esculenia wild taro Colubrina asiarica lather leaf Capaniopsts anacardioides carrotwood Dioscorea alas winged yam Dioscorea bulbifera air potato Eichhornia crassipes water hyacinth Eugenta uni Lora Surinam them' Ficuts microcarpa (F. nitida; =F renusa var. nitida) laurel Fi.g Hydrilla verticillata hvdrilla Hygrophila polysperma green hvgro Hymenachne arnplecicendis West Indian marsh grass Lmperata cylindrica (=/. brasiliensis) cogon grass Ipomoeo aquatics water spinach Jastnimon dichototnum Gold Coast jasmine Jasminton fluminense jasmine Lantana camara lantana Ligastruni sinense, Chinese privet, hedge privet Lonicerajaponica Japanese honeysuckle Lygodimnjaponicum Japanese climbing fem Lygodium microphyllum Old World climbine fem Alacfadyena unguis-cati claw vine ALelaleuca quinquene"Ier melalcuca, broad -leaf paper bark Afelia azedarach Chinaberry Mimosa pigra catclaw mimosa A'andina domesrica nandina. heavenly bamboo h-ephrolepis cordifolia sword fem Neyraudia reymaudiano Burma reed: cane _crass Paederiafoetida skunk vine Panieantrepens torpedo grass Pennisenon purpureum Napier grass Puna stratiores water lettuce Psidiunt caitleiammt (P. thtorale) stmwberry _etmva Psidiunt gutrjava guava Pueraria montana (=P. lobata) kudza Rhodonucrius tomentosa downy rose -myrtle Rhoeo spothacea (R.discolor) oyster plant Sapiunr sebiferum popcorn tree. Chinese tallow tree Scaevola sericea (=S taccada var. sericea• S. fnrtescens) scaevola, half-Ilosver, beach naupaka Sehefjlera aainoplo4la hBrassaia actinophylla) schclllera Schinus terebimhiifolius Brazilian pepper Solanum rampicense (S. houstonii) aquatic soda apple Sblantan ton um turkey berry solanunt viarum tropical soda apple c,"nni jambolan. lava plum tguun rirr incisa incised halberd fem 77respesia populnea seaside mahoe Yra.kavurin fnn: hwusis sttwe.Host er: d wnadcring jco' Form #62-343.900(3) Form Title: Construction Commencement Notice Date: October 3. 1995 ENVIRONMENTAL RESOURCE PERMIT Construction Commencement Notice PROJECT: PHASE: I hereby notify the Department of Environmental Protection that the construction of the surface water management system authorized by Environmental Resource Permit No. has commenced / is expected to commence on weeks 199_, and will require a duration of approximately months days to complete. It is understood that should the construction term extend beyond one year, I am obligated to submit the Annual Status Report for Surface Water Management System Construction. PLEASE NOTE: If the actual construction commencement date is not known, Department staff should be so notified in writing in order to satisfy permit conditions. Permittee or Authorized Agent Phone Title and Company Address Date Form # 62-343.900f41 F.A.C. Form Title: Annual Status Report Date: October 3 1995 ENVIRONMENTAL RESOURCE PERMIT ANNUAL STATUS REPORT FORM Florida Department of Environmental Protection Permit No. County: Project Name: Phase: The following activity has occurred at the above referenced project during the past year, between June 1, 19_ and May 30,19_. Permit Condition / % of Completion Date of anticipated Date of Activity Completion Completion (Use Additional Sheets As Necessary) Benchmark Description (one per major control structure): Print Name Phone Permittee's or Authorized Title and Company Date Agent's Signature This form shall be submitted to the above referenced Department Office during June of each year for activities whose duration of construction exceeds one year. Form N62.343.900(5). F.A.C. Form Title: As -Built Certification br a Registered Professional Date: October 3. 1995 ENVIRONMENTAL RESOURCE PERMIT AS -BUILT CERTIFICATION BY A REGISTERED PROFESSIONAL Permit Number: Projbct I hereby certify that all components of this surface water management system have been built substantially in accordance with the approved plans and specifications and are ready for inspection. Any substantial deviations (noted below) from the approved plans and specifications will not prevent the system from functioning as designed when properly maintained and operated. These determinations are based upon on -site observation of the system conducted by me or by my designee under -my direct supervision and/or my review of as -built plans certified by a registered professional or other appropriate individual as authorized by law. _Name (please print) _Company Name _Company Address City, State, Zip Code Telephone Number Substantial deviations from the approved plans and specifications: Signature of Professional Florida Registration Number Date (Affix Seal) ,(Note: attach two copies of as -built plans when there are substantial deviations) Within 30 days of completion of the system, submit two copies of the form to: Form #52-343.900(7) F.A.C. Form Title: Request for Transfer to Operation Phase Date: October 3. 1995 REQUEST FOR TRANSFER OF ENVIRONMENTAL RESOURCE PERMIT CONSTRUCTION PHASE TO OPERATION PHASE (To be completed and submitted by the operating entity) Florida Department of Environmental Protection It is requested that Department Permit No, authorizing the construction and operation of a surface water management system for the below mentioned project be transferred from the construction phase permittee to the operation phase operating entity. FROM: TO: Name: City: The surface water management facilities are hearby accepted for operation and maintenance in accordance with the engineers certification and as outlined in the restrictive covenants and articles of incorporation for the operating entity. Enclosed is a copy of the document transferring title of the operating entity for the common areas on which the surface water management system is located. Note that if the operating entity has not been previously approved, the applicant should contact the Department staff prior to filing for a permit transfer. The undersigned hearby agrees that all terms and conditions of the permit and subsequent modifications, if any, have been reviewed, are understood and are hearby accepted. Any proposed modifications shall be applied for and obtained prior to such modification. Operating Entity Name Telephone Title Enclosure: () Copy of recorded transfer of title surface water management system () Copy of plat(s) () Copy of recorded restrictive covenants, articles of incorporation, and certificate of incorporation M^`MW NOII(Ilp FLOR Permittee: FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Dr. Walter Benedikter c/o Joseph P. McCarty, Architect 900 East Osceola Street Stuart, Florida 34994 Permit Number: SL-158 (Amend) Permit Expires: May 8, 2001 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a single-family dwelling with attached seaward uncovered deck, other structures/activities, excavation and placement of fill. Project Location:__ Between approximately 100 feet and 340 feet north of the Department of Environmental Protection's reference monument T-63, in St. Lucie County. Project address: Lot immediately north of Middle Cove Beach. Special Instructions: A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. - M.S. 310 1I 98 /� a• �—� Tallahassee, Florida 32399-3000 Date of Notice Lynda . Charles, Engineer Telephone (850) 488-3180 LLC/jg cc: Permit File Permit Information Center Chuck Brunty, Field Inspector Dr. Walter Benedikter, Property Owner St. Lucie County Building Official DFP F..71-13101.v. Olin Post Conspicuously on the Site DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS P. O. BOX 4970 JACKSONVILLE, FLORIDA 32232-0019 REPLY TO ATTENTION OF Regulatory Division South Permits Branch Stuart Regulatory Office Post Office Box 2391 Stuart, Florida 34995 199800721(IP-TA) 'NOV 17 19981 i Mr. Walter Benedikter C/o Evergreen Engineering, Inc. 300 North Colorado Avenue Stuart, Florida 34994 Dear Mr. Benedikter: We are pleased to enclose the Department of the Army permit and a Notice of Authorization which should be displayed at the construction site. Work may begin immediately but the South Permits Branch Chief, as representative of the District Engineer, must be notified of: a. The date of commencement of the work, b. The dates of work suspensions and resumptions of work if suspended over a week, and C. The date of final completion. The Branch Chief is responsible for inspections to determine that permit conditions are strictly adhered to. A copy of the permit and drawings must be available at the site of work. IT IS NOT LAWFUL TO DEVIATE FROM THE APPROVED PLANS ENCLOSED. Sincerely, 7 John R. Hall Chief, Regulatory Division Enclosures DEPARTMENT OF THE ARMY PERMIT 0 Permittee: MR. WALTER BENEDIKTER Permit No. 199800721(IP-TA) Issuing Office: U.S. Army Engineer District, Jacksonville NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: To install a 15" equalizer culvert and place fill material over 0.058 acres of mangrove wetlands. The purpose of the project is to construct an access driveway for a single-family residence. The project is as shown and described on attached plans numbered 199800721(IP-TA) in 7 sheets, dated 18 May 1998. Project Location: The project is located along State Road AlA on Hutchinson Island in Section 29, Township 35 South, Range 41 East, St. Lucie County, Florida. Geographic Position: Permit Conditions: Latitude 27023145" Longitude 80°16100" General Conditions: North West 1. The time limit for completing the work authorized ends on 4 November 2003. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you PERMIT NUMBER: 199800721(IP-TA) PERMITTEE: MR. WALTER BENEDIKTER PAGE 2 of 7 abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. .We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature and mailing address of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Special Conditions:- 1. Within one year of the date of this permit, the permittee will create 0.11 acres of wetlands. The area and description of work is shown on pages 6-7 of the attached drawings. The mitigation site shall be planted with white and black mangroves in one -gallon pots. Plantings shall be conducted 4 ft. on center in 3-ft. rows. In addition, the permittee will remove all Brazilian pepper from the mitigation site and from the existing wetland. PERMIT NUMBER: PERMITTEE: MR PAGE 3 of 7 199800721(IP-TA) WALTER BENEDIKTER 2. Prior to scrapedown of the mitigation site, the jurisdictional line adjacent to the mitigation site shall be flagged and field verified by a Corps representative. 3. Upon completion of exotic removal and planting, but not later than 30 days following completion, the permittee shall submit an initial monitoring report. This report shall provide a post construction as -built topographic survey; a narrative of the planting work, including source of the plants, period of work, climatic conditions, and planting methods; and panoramic photographs, with reference points, of the completed work. 4. The work in the mitigation area shall be considered successful when the number of individual plants per unit area (the sum of survivors of those planted plus those recruited) equals 80% of the number of individuals planted and the planted vegetation shows evidence of normal growth and reproduction. 5. Within the mitigation area, exotic and nuisance vegetation shall not exceed 1-% cover. 6. The permittee shall subsequently submit five annual monitoring reports, the first not later than one year after the submission of the initial report. 7. Each monitoring report shall include a plan view describing the vegetative community; a list of species and their percent cover for each community; description of whether the planting or enhancement has met the success criteria; the percent cover of wetland and of exotic plant species; a description of any unusual climatic or other factors; a brief evaluation of the wetland functions (for example, wildlife utilization, growth and reproduction of vegetation, and condition of the site, including impacts from adjoining uses); and, panoramic photos from the same points as where the photos for the initial report. If the mitigation area has not reached the criteria for success, the monitoring report shall also include a plan of additional planting, excavation, monitoring, changes in control elevations, and/or other actions to achieve success. Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: 'PERMIT NUMBER: 199800721(IP-TA) PERMITTEE: MR. WALTER BENEDIKTER PAGE 4 of 7 ( ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403). (X) Section 404 of the Clean Water Act (33 U.S.C. 1344). ( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges.- C. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal projects. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. C. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. PERMIT NUMBER: PERMITTEE: MR PAGE 5 of 7 199800721(IP-TA) WALTER BENEDIKTER 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. S. Reevaluation of Permit Decision. This office may reevaluate its -decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by ,you in support of your permit application proves to have been false, incomplete, or inaccurate (see 4 above). C. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. - 6. Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. 'PERMIT NUMBER: PERMITTEE: MR PAGE 6 of 7 199800721(I2-TA) WALTER BENEDIKTER Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. ki a 01W.l I (PERMITTEE DATE) This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has signed below. (DATE) dOE/R. MILLER/ Colonel, U.S. Army When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. (TRANSFEREE -SIGNATURE) (NAME -PRINTED) (ADDRESS) (CITY, STATE, AND ZIP CODE) (DATE) I 'PERMIT NUMBER: PERMITTEE: MR PAGE 7 of 7 199800721(IP-TA) WALTER BENEDIKTER DEPARTMENT OF THE ARMY PERMIT Attachments to Department of the Army Permit Number 199800721(IP-TA) 1. PERMIT AND MITIGATION DRAWINGS: 7 pages, dated 18 May 1998 2. WATER QUALITY CERTIFICATION: In accordance with General Condition number 5 on page 2 of this DA permit, the State Department of Environmental Protection Water Quality Certificate Specific conditions consist of 4 pages. 3. CCCL GUIDELINES TO REDUCE IMPACTS TO MARINE TURTLES: 2 pages g324N01AN HIVI!H COON 2 r _.� UIItEW00D PMK 5 ao . ING.ro " 11 � n • o I j`u�j �I awns souan z Q - > ` _ O Aluser n a ,r s Q o s a s (PIKE F 611 ,r u "A I O9 NAn a„w ca Pa l Pa I 85 e > IT cf. AVE x ANGe ----1111RRRR'''' •i •'IX4wA1—i!•v > nre iGN Ao fz fil, 713 u n , i Q ev rr 611 .Po 8 ` VA AD, I j 70 mll a o o t 609 1 ° r Ma of sr LEma FLO TDA o I 2 2M1 EZ s s s- rwg DoKuv CO.... INC. 4Mw+ Fars L,,jR Cs"I.. FL 33301 `a 306-7634732 .. Er AlA p n ", V �rour n i eArl �(,sim.Ar mA.e P Cu.l 1 lran i t � N GG C D- u E P \NUTCNItlG. � ` Pro4 m J SI i� = 1 E miPes[ ' 1-\ E1DPED 1. ...\ 4� 'r } IVlwi 4 .i p / a 5 • . i - o� uw.•�il 1 \ Y 45/ ' YN��: ` PORT Y n U n WTOY —A I: ' 1 -SST. � errt,a 0, . .... riLUCIE } \��\ Iyy u r " . to � y � l.l./ � •�2 � \ A r,w .vAGe ew o COUNTY is n I n w IT w • .Z Y -- �---- --� --- — —' CORPS PMT# 199800721 y a n ly1 a n n I n a ;l� s DEP APP # 56-O W238-001 V a 1 r I DATE 5/18198 - — — - =I DR'MNG PAGE I OFy L At N Y n AA I M .. r U e 0 T I al r n 11 A, r v IU LEGAL DESCRIPTION YIN {•••e . nM•�4wUr I...i,.,1.• n•.w•.. - YIr•..� 4w •.. V • N•I .•r.M wIU.'. I •L•�••1~Yrar. .rlr Y.. r. r bY. r 4 •Ln q••M gbo•.I. •1 ;off—�,,... ;•\ ' \ T --_ . �.• `'A ,Q7 WETLANDS^ SITE PLAN/SURVEY �dLo any - -. - •• •••• .+••.. LOCAT)ON MAP b+FTuoJ-r >J!e „� 2900 VIJY♦�.- ., J. ai t \ i •••.•.l. -•� 1..• ac.�>.Im I - . � A y1o`.r1• 8FT 24" RCP Q {i 11\ Y 4•N YPC. •` SCALE 1" - 60' N • I . E. -1.0 molIle { .r 1 vwinA[ •Np Mr '/ •+rsTu Tra or nwlo, ur/NVO `mPFYN J. DfdJMJ, Itlr. ...... CORPS.PMTN 199900721 DrP API, # 56-01 J5248-001 DATE 5/18/98 EVERCIREEN ENGINEERING, INC. { / DRAwINOPAGE 201 T 100 Nmll CnkMMn A r -. Sm.% 1I 14994 P1n,. 1.1A7I ". ...... - 0S, Wf� A o ��` �► Y _ �, , I :...:TO T.q 4.. FILE T y �` es� 4•. PAQ, CORPS PM'1' 0 199800721 g EKI Dl�r%t R (i� 1 d/C W,t(Y DUP APP 8 50-0135248-001 UATC 5/1 B/98 h A ♦` EVERGREEN ENGINEERING ANC, DRAWING PAGE IOF _7 -L/9 ry V e w 700 No.rL Cd(di.k•nur, Smul f1, 14994 — - - '1. ... %anr 1407177I•IOOf F.. 14n 11 v•♦ •i•• ""�-•:` - - ,i SECTION VtEV( CULVE RT Y 11 { 1. 5"a'Co/)(CRET E DRIVC t R.G.P CLEAN PILL � \ • �JRAo� CORPS PMT M 199800721 DENLwDrDGP APP M 56-0135248.001 '�TER oR�v� d,,,q� EVERgREEN ENgINEERINq, INC, DAPL• 5/18198 ' DRAWING I'AGI7,4 OI' 7 7O0 No"l COk>rdn M•r�r, Srllul, (1 14994 SCALE 1"-21 CONCRETE DRIVEWAY FORMED AND POURED IN PLACE IQ' wide (typ) I'SHOULDER (typ) PROPOSED GRADE 5.0 FEET 09e I:1 SIDE SLOPES CLEAN FILL EXISTING GRADE 1.9 FEET A DRIVEWAY SECTION VIEW 'l. WASHED COQUINA RUBBLE (6" to t FILTER FABRIC (typ) I:I SIDE SLOPES CORPSPMTN 199800721 7—InT DF-P APP N 56-0135248-001 EVERGREENENCtINEERING, INC,DATE 5118/98 700 Nook C°b"`& Avr""r, Sm .t174994 ,DRAWINGPAGF 5 OF 7 F1ov(407)773.1005 FAs(407)786.7166 i SRAIAROW north lot line � 1 a , ' 1 a d o� l � A V, Section A —A Existing Wetlands Proposed Driveway south lot line• North Scale I " = 30' MITIGATION PLANTING PLAN � EVERGREEN ENCIINEERINq, INC,. - coRPSPMTN 199800721 m 100 N6 Cdoacb Awmug 5me.r, fl 74994 _ DEP APP q, 56.0135248-001 ROM (407) 471.1007 FU (407)'786.7188 — - . -.-- DATE 5/I Br91� DRAWING -• --- _ _ Mitigation Planting I Area 1 I I I white black ( mangrove mangrove I r SR AIA ROW I I ' I EXISTING EDGE I WETLANDS el 3.3' I � . 1 i I I XCAVATED AREA E EXISTING GRADE el 2.3' 1 - el 1.8' I e12.0' , el 2.0' maximum slope 1' vert : 3' horiz PROPOSED GRADE i M 1 SECTION A —A MITIGATION PLAN - SECTION EVERGREEN ENGINEERING )00 Nor,), CoiopA AWNUr, SM"T, 11 r (107) 22).1005 FM (407) 2a Scale V. = V vertical Scale 1" = 5' horizontal el 1.8' ., INC. _ - -- )4994 — — -- -- -- -_--_ b-1188 -�„r- _— -- —__— CORPSPM'r# 199800721 DEP APP # 56-0i05248-001 DATE 5118798 DRAWING PAGE 7OF _7 Walter Benedikter Permit Number: ES 56-0135248-001 Page 7- 11. The consent associated with these General Consent Conditions as well as these conditions themselves are subject to modification after 5 years in order to reflect any applicable changes in statutes, rule or policies of the Board or its designated agent. 12. In the event that any part of the structure(s) consented to herein is determined by final adjudication issued by a court of competent jurisdiction to encroach on or interfere with adjacent riparian rights, Grantee agrees to either obtain written consent for the offending structure from the affected riparian owner or to remove the interference or encroachment within 60 days from the date of the adjudication. Failure to comply shall constitute a material breach of this consent and shall be grounds for its immediate termination. Specific Conditions: 1. Turbidity Controls. a. Prior to construction and during all operations that may degrade water quality in waters ofthe state, the permittee shall ensure that turbidity controls are practiced as necessary to prevent violations of the water quality standards outlined in Chapter 62-302, F.A.C. Any turbidity control devices used shall remain in place until turbidity —as measured in Nephelometric Turbidity Units (NTUs)—within controlled areas returns to within 29 NTUs above natural background levels. b. As needed to control turbidity, the permittee shall ensure that turbidity curtains or silt screens surround the dredged and filled areas including all project -associated barges, all active work sites, and any previously worked sites that could continue to emit turbid discharge. c. The permittee shall ensure that turbidity monitoring equipment and personnel adequately trained to use the equipment shall be at the work sites at all times daring construction. d. The turbidity monitoring criteria outlined below in specific conditions 2 and 3 shall be optional except under the following conditions: There becomes a visible plume of turbid discharge emanating from the work site. 2. Upon notification by Department personnel that turbidity monitoring is required. 2. Turbidity Monitoring. Water turbidity levels shall be monitored and recorded at least every4 hours during dredging or filling or upon the occurrence of other circumstances that might create water quality violations onsite. Samples shall be taken 1 ft. below the surface at monitoring stations which shall be located as follows: a. At least 100 ft. up -current of the work sites and clearly outside the influence of construction activities. (This shall serve as the natural background sample against which other turbidity readings shall be compared) Walter Benedikter Permit Number: ES 56-0135248-001 Page 8 b. Within 50 ft. down -current of the work sites and within the densest portion of any visible turbidity plume. (This sample shall serve as the compliance sample.) If at any time during construction, the turbidity level within a 50-ft. radius down -current of the turbidity screens exceeds 29 NTUs above natural background levels, the permittee or permittee's contractor shall take the following actions: (1) immediately cease the operations that cause the water quality violations, (2) notify the Department's Division of Environmental Resource Permitting within 24 hours after the time the violation was first detected, and (3) modify the work procedures that were responsible for the violation. 3. Turbidity Monitoring Reports. On a daily basis during construction, the permittee or permittee's contractor shall permanently attach to this permit a report containing the turbidity data gathered. The report shall contain the following information: a. permit number b. dates of sampling and analysis c. turbidity sampling results d. description of data collection methods e. a map indicating the sampling locations f. time of day profile was taken g. depth of water body h. weather conditions at times of sampling i. tidal stage and direction of flow j. wind direction and velocity k. water temperature Further, each monitoring report shall include a statement by the individual responsible for implementation of the sampling program attesting to the authenticity, precision, limits of detection, and accuracy of the data. 41 Culvert. The culvert invert elevation shall match the elevation of the culvert in the adjacent Middle Cove Park. 5. Wetland Encroachment. Except as specified herein, this permit does not authorize the trimming of mangroves or any disturbance to the wetlands on site. All construction activities and staging areas will be confined to uplands or the footprint of the driveway. The permittee shall maintain a minimum 10-ft buffer between upland construction or the placement of structures—eit er temporary or permanent —and the wetlands on site. 6. Exotic and Invasive Vegetation. The permittee shall maintain the wetlands and associated uplands on the property free from the invasion or establishment of the plants listed on The Florida Exotic Pest Plant Council's 1997 Category I Invasive Exotic Species list, a copy of which is attached. Many of the Walter Benedikter Permit Number: ES 56-0135248-001 Page 9 plants on the list are common landscape plants that are highly invasive to natural wetlands and are capable of being transmitted over water. Exotic vegetation removal shall be done in a manner that does not result in the deposition of vegetative debris or mulch in the wetlands or other waters on site. Equipment used for exotic control shall be kept out of the wetlands on site. 7. Mitigation. The permittee has agreed to mitigate for the filling of 2,526 sq. ft. of mangrove wetland and the fragmentation of a mangrove slough by performing the following activities: A. Invasive Platrt Removal. Within 30 days after installation of the driveway culvert, the permittee will kill and remove the exotic and invasive vegetation present on the entire property. The species to be removed consist mainly of Australian pine and Brazilian pepper trees but may include all plants listed on The Florida Exotic Pest Plant Council's 1997 Category I Invasive Exotic Species list. B. Welland Creatiotr. Within 30 days after installation of the driveway culvert, the permittee will have created white and black mangrove habitat by scraping to wetland elevations 4,800 sq. ft. of uplands and by planting the site with white and black mangroves. The scrapedown specifications will be in accordance with the attached drawings. The planting specifications will be in accordance with the attached mitigation proposal. The scrapedown site will abut the surveyed western property line. The scraped spoil will be removed and stored on uplands in a manner that prevents spoil or water from entering waters of the state. C. Monitoring Reports. Within 60 days after starting work on the mitigation wetlands, the permittee shall submit wetland reports that shall include the following information: (1) A baseline ("time zero") report that includes the date of scrape -down, finished elevation, a list of the species planted, the size, number and density of plants, and the date of the plantings. The report shall contain photographs, taken from referenced locations, to represent the entire site. In addition, a drawing shall be included to show the location and direction of the camera. Subsequent monitoring reports shall be submitted every 180 days (semiannually), the first report being due 90 days after the baseline report. The semiannual reports shall include the number of plants surviving from the initial planting, additional seedlings planted, and explanations if survivorship falls below 80 percent or if survivorship is trending toward failure. The reports shall include photographs from the locations referenced in the baseline report. The reports shall include descriptions of invasive species control —of both wetlands and uplands on site including species present, degree of infestation, and control measures taken to maintain the site at least 95 percent free from cover by invasive species. The reports shall be sent to the Department's Environmental Resources Program, Southeast District Branch Office, Submerged Lands &: Environmental Resources Program, Compliance and Enforcement Section, 1801 S.E. Hillmoor Drive. Ste. C 204, Port St. Lucie, FL 34952 (or current address). (3) A schedule for replacement planting procedures as necessary to maintain 80 percent survivorship. Minimal success criteria shall be in accordance with section 4.3.6 of the Department's-Rasis of Review• for Environmental Resource P.aNuit.Ipphcations x•iihin the South Florida l6'ater ,Management District, August 1995. 8. Preconstruction Conference. After selecting the contractor to perform the authorized activities and before starting any work authorized by this permit, the permittee (or authorized agent) and the contractor shall arrange and attend a pre -construction conference with a representative of the Walter Benedikter Permit Number: ES 56-0135248-001 Page 10 Department. The purpose of the conference will be to prevent secondary or unauthorized impacts by discussing the specifications and best management practices that will be used during construction. To schedule a conference, the permittee shall contact the Department in writing at one of the following addresses: Department of Environmental Protection, Southeast District, Submerged Lands & Environmental Resources Program, Compliance/Enforcement Section, P.O. Box 15425, West Palm Beach, Florida 33416 [for projects in Palm Beach, Broward, Dade Counties] or Department of Environmental Protection, Southeast District Branch Office, Submerged Lands & Environmental Resources Program, Compliance/Enforcement Section, 1801 SE Hillmoor Drive, Ste. C 204, Port St. Lucie, FL 34952 [for projects in Martin, St. Lucie, Okeechobee Counties]. 9. Drawings. The project drawings, sheets I through 9, the Category I Invasive Exotic Species list, and DEP forms 62-343.900(3), (4), (5), and (7) are attached to and become part of this permit. 10. Compliance With General Conditions. The permittee shall be aware of and operate under the included general conditions. General conditions are binding upon the permittee and enforceable pursuant to Chapters 403 and 373 of the Florida Statutes. Rights of Affected Parties The Department's proposed agency action shall become final unless a timely petition for an administrative hearing is filed under sections 120.569 and 120.57 of the Florida Statutes before the deadline for filing a petition. The procedures for petitioning for a hearing are set forth below. A person whose substantial interests are affected by the Department's proposed permitting decision may Petition for an administrative proceeding (hearing) under sections 120.569 and 120.57 of the Florida Statutes. The petition must contain the information set forth below and must be filed (received by the clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Petitions by the applicant or any of the parties listed below must be filed within fourteen days of receipt of this written notice. Petitions filed by any persons other than those entitled to written notice under section 120.60(3) of the Florida Statutes must be filed within fourteen days of publication of the notice or within fourteen days of receipt of the written notice, whichever occurs first. Under section 120.60(3) of the Florida Statutes, however, any person who has asked the Department for notice of agency action may file a petition within fourteen days of receipt of such notice, regardless of the date of publication. ` The petitioner shall mail a copy of the petition to the applicant ate aaddress indicated above at the time of filing. The failure of any person to file a petition or request for mediation within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under sections 120.569 and 120.57 of the Florida Statutes. Any subsequent. intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106 205 of the Florida Administrative Code. CCCL PROJECT GUIDELINES TO'REDUCE IMPACTS 'To MARINE TURTLES SECTION 181.053(5)(C) FLORIDA STATUTE. The department may condition the nature, timing,a of permitted activities to provide protection to nesting sea turtles and harchlings and their' habitat, pursuant to s. 370.12, and to native salt-rasistant vegetation and endangered plant communities, Pd sequence of construction SECTION 370.1263)(D) FLORIDA STATUTE. Any application for a department permit or other type of approval for an activity that effects marine turtles or their nests or habitat shell be subject to conditions and requirements for marine turtle protection as pert of the permitting or approval process, CONSTRUCTION TIMING The specific timing of all construction shall be included in the completed form. Construction or repair of any structure on the sea turtle nesting beach (e.g., dune walkovers, seawalls or other revetments, sandbags, groins or'jetties, piers, etc.) or any other activity requiring beach disturbance (e.g., placing fill, dune revegetation, excavation, etq.) is strongly discouraged during the main portion of the nesting season, May 1 to October 31 (in areas of known leatherback nesting, special conditions may be imposed beginning March 1). Proposals to conduct such activities during the nesting season will require extended review by Department Staff and are unlikely to be approved unless emergency circumstances are demonstrated. These proposals may also require the applicant to contract the services of an entity possessing a special marine turtle permit to perform work involving marine turtles. Projects which result in per modification of nesting habitat may require the evaluation of long- term (multi -year) impacts on nesting activity, Please Remember: Any construction activity that disrupts a nesting marine turtle, disrupts or destroys a sea turtle nest, or results in the injury or mortality of a marine turtle may subject the applicant to prosecution under the U.S. Endangered Species Act and Florida Statutes. LIGHTING General Information The negative effects of beachfront lighting on marine turtle hatchlings and nesting females are well documented. Hatchlings emerge during hours of darkness, allowing them to make their journey to the sea when sand temperatures are low and terrestrial, avian, and aquatic predators comparatively few. Proper hatchling orientation depends largely on a visual response to light. Under natural conditions, the ocean presents the brightest and most open horizon, and this serves as a cue to hatchlings in their' ocean -finding behavior. Artificial lights disrupt this behavior and attract hatchlings the cumulative as they emerge from their nests. Visible light sourceting froms and the reflection or."glow' resul -effects of coastal lights both contt'jbute to this problem. Instead hatchlings become misoriented and may wander extensivelof making their way to the ocean, that eventually reach the ocean, unnecessary wandering increases their vulnerability to predation and y on the beach. Even for those hatchlings expends limited energy stores. In addjtjor6 hatchlings may wander landward through beachfront property or across parking lots and highways toward light sources. Most die from desiccation, direct exposure to the morning sun, or contact with vehicles. Furthermore, beachfront lighting has been documented to negatively affect nesting females and often results in reduced or abnormal nesting ac- tivity. General Guidelines To prevent hatchling misorientation and adverse impacts to nesting lighting is strongly discouraged. If exterior lighting is proposed, the following be followed. Adherence to 'these turtles, installation of exterior guidelines will help in developing an accepableeneral glightingspanll However, in same cases, specific site conditions may warrant more stringent lighting restrictions. 1. Lights should not be placed on the seaward side of the subject property or in any location visible from the nesting beach. '2. lights positioned seaward of the landward toe of the dune (or its equivalent) are prohibited. OA 3. The light source or any reflective surface of the light fixture must not be visible from any point on the nesting beach. Illumination of any area of the netting' beach; either through direct illumination, reflective illumination, or cumulative illumination is prohibited. 4. Completely shielded downlights without interior reflective surfaces Iare preferred. All proposed fixtures shall be appropriately shielded, louvered, and/or recessed. S. Fixtures shall be low mounted through the use of low bollards, ground level fixtures, or low wall mounts. 6. Lights proposed for the seaward side of the subject property must incorporate either shielded Idw pressure sodium lamps or low wattage (i.e., 50W or less) 'bug" type bulbs. Exceptions may be granted for extremely low wattage bulbs (e.g., 5W), 7. Lights for purely decorative or accent purposes shall not be used on the seaward side of the subject property and, if proposed for the landward side shall be limited in number and intensity. The use of uplights is strongly discouraged and in most cases cannot be approved. 8. High intensity lighting, such as that proposed for roadways, shall utilize shielded,lbw pressure sodium lamps. The number of fixtures shall be kept to a minimum and shall be positioned and mounted in a manner such that the point source of light or any reflective surface of the fixture is not visible from any point on the nesting beach. Light emanating from these fixtures may not directly or indirectly illuminate the nesting beach. 9. Only low intensity lighting shall be utilized in parking areas that are visible from any point on the nesting beach. This lighting shall be set on a base which raises the source of light no higher than 48" off the ground and shall be positioned and shielded such that the point source of light or any reflective surface of the light fixture is not visible from any point on the nesting beach. The light emanating from such fixtures may not directly or indirectly illuminate the nesting beach. 10. Parking lots and roadways, including any paved or unpaved area upon which motorized vehicles will operate, should be designed or positioned such that vehicular headlights do not cast light toward or onto the nesting beach, Hedges, native dune vegetation, and/or other ground -level barriers should be utilized to meet this objective. 11. During construction, temporary security lighting during the main portion of the sea turtle nesting season (May 1 - October 31) is strongly discouraged. If absolutely necessary, these lights shall be limited to the fewest number necessary. Security lights shall be completely shielded and low -mounted. Low pressure sodium vapor lamps or low wattage yellow "bug" type bulbks shall be utilized. Under no -circumstances shall these lights directly or indirectly illuminate any area of the nesting beach: 12. Tinted glass or window film that meets a transmittance value of 45% or less (inside to outside transmittance) shall be utilized on all windows and glass doors visible from any point on the nesting beach. Application Requirements The applicant shall provide site plans (map view and profile view) plainly showing the location of all exterior lighting fixtures. Two copies of each site plan are required and all shall be drawn to scale and include a north arrow. For multiple story structures, a site plan is required for each floor. If each floor incorporates identical lighting plans, please indicate this and include only one site plan depicting a representative floor. Distinctive and clearly marked symbols shall be utilized to show the location of each type of proposed fixture. A detailed description of each fixture (cut sheet) shall be included. A table with the following column headings shall accompany the site plans: SYMBOL I FIXTURE (name or NUMBER OF [YL BULB WATTAGE ANDstock number) FIXTUR S TYPE OF MOUNT MOUNTINGQ (e.g., 4ow (e.g-, wall, pole, HEIGHTYellow bug lamp) bollard) ONR FMRI 33-718 1126190. r"v. 311/90. 4/8/90, e/27/91 3 02/08/99 MON 11:17 FAX 66 t+33�1013 WILLIAMS & COMPANY CONST Q n02 �0 ee _ 06TeaZe? l �1g`• sn �9, 'vL.vaC viUi�aili!e �vvv �p i a i i !•' Via' a .- { - �• viE.lS� SiS._Ed_ k t_ Fi-3T Beni eC. 4�• s:�:b -£ G3 -ac .Yva.nAl :'`e vi. �bz_. !cd.__. e`"%= R+i • SSE"-.=m sJ. rs-i-Brs?__ Ti E ER o .DEv: •� e FOR PEMIOD i1mG P.112 ° I %e .. tIa ,F=OSE OF �.. r-3 _e�_c- .�.7 v wi- �5"ys? �i-+ol�`-;•'€ISiI<:�$ 4 it !fl�l1'-• , acY . i-v.i3 v6ie'c�Pa=Srih\f Iej �_�!�_�.v�-_.._-e-.n R i.puu_• `•.iiaS !!9 J. l=9 fl!a-•!tl. S!.._i+e•.T!3T r pj e. ? : B_9=€•'_rnP=. vl fl'•_i_ -`•1.= ''_-�56 iv?ii ov .��s p—ilY ?L+F= thr �-us fime. +._�/i.iiF.h•.l�.o eL �f:IF �^�; v-' •°,'.0.°9,:. ::�i.;i�siSl=�'-E'�:ii`y �ia�=e[iEt=•nfl_e_ tea• , 1. _. �u.••.'3I J..15 ��:v4 ��yU:ie;:tsi!a= - l R:lw � - "air Pss- _ •• i'VdY ter; 1a-tir_a i��=a = _— :i_`_viis COa—u0iflance `ai- i. IJ"il? _CiUri and €5i-=- sr0a� .i®.rs.,ii.u5 air:: Ci3i. r. a. 2nV nr'ina"+= or rj® ge;o -which _` 5:= n �:� �- �- Eiibiia �{` GiIq idC!!'!C�` s wSiich ri!av ;;I �a :i.c.1 €.ln;J,"r",ii-ffml Of alOcti'ra: p§gtrg; i- the oaoie Of Vloi.Li^'E v'3� fiii? �a:oi=ems.: p NmE0d� D r 8 COMMUNITY DEVELOPMENT ST. LUCIE COUNTY. FL AL Dept _ _•ei>•ly ia; -v.i-' 6 PWiJ i L 'fie : i iiv' e !> 3� :L•'.i.E.n Z _ .- r Cf 0/0 5 ST. L CIE COUNTY h ® DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE FT. PIERCE, FL. 34982-5652 561-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. PROJECT NAME 5Rr 91VTER KkCq HoUsf OFFICE USE ONLY !STREET ADDRESS Mloot'ECOJ[ PR NUMBER 14VTCµigl oIJ PERMIT NUMBER OCCP. TYPE CST. TYPE 11 CERTIFICATION STATEMENT: CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: lease cberh!2[ con2ple, Y 1. BUILDING CODE EDITION USED (YEAR) SBCCI ASCE 70 OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED V PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: 4 C�'l FT 4. WIND SPEED USED IN BUILDING DESIGN: 110 MPH 5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 01): N/A 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: U ` PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 6. IMPORTANCEIUSE FACTOR (OBTAIN FROM BUILDING CODE): I 9. LOADS: FLOOR *0 PSF ROOF/DEAD: 1 PSF 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO explaination) 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO explaination) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES NO _ explainalion) 13. MINIMUM SOIL BEARING PRESSURE: q ^ PSF Fwf jj) FOUP PA I lor.l S 3 PSF ROOF/LIVE: 10 PSF If NO, why? (attach If NO, why? (attach AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH IS TRUE AND JORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. 4 G►%ov*'z2 f "NAME: CERTIFICATION NO: If NO, why? (attach FICATION DESIGN FIRM: V' )- 6 a i, 1 f PSO C DATE: 3 - � - 9 FORM NO: 020-00 ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE FT. PIERCE, FL. 34982-5652 561462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect or engineer, This Certification must be submitted with all applications for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. PROJECT NAME w C D 1 l j f, W F4W N 0 D s e OFFICE USE ONLY STREET ADDRESS Nt�1IMI!crivrI P/w PR NUMBER p a593 fi U ICfI Ns ON Sli�r►.I D PERMIT NUMBER OCCP. TYPE CST. TYPE CERTIFICATION STATEMENT: CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED, (olease check or complete the aporoorite box) 1. BUILDING CODE EDITION USED (YEAR) SSBBCCI ASCE 7-88 OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED " PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: AarI1 FT 4. WIND SPEED USED IN BUILDING DESIGN: 11,0 MPH N� A _ 5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE #1): 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: N 4 PSF e 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: y 3 PSF /! 8. � IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): 11 0 9. LOADS: FLOOR N 0 PSF ROOF/DEAD: 10 PSF ROOF/LIVE: 3 0 PSF 1o. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO— If NO, why? (attach explaination) 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO— If NO, why? (attach explaination) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES NO— If NO, why? (attach ` explaination) 1 13. MINIMUM SOIL BEARING PRESSURE: N/A PSF �P t �E D 5Vs71en) AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH tHIS ERTIF!CATION IS T RUE AND 1ICORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. I 14AME: " I "" CERTIFICATION NO: (% 21 2 L ,VII • Pot2-2y.99 [S LHERE] DESIGN FIRM: DATE: LCCDV FORM NO: 0 -00 STATE OF FLORIDA. DEPARTMENT OF HEALTH. 'd. ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT �onwns Authority: :Chapter '38.1, FS & CONSTRUCTION. PERMIT FOR: ( j New System _[. ] Existing System ) ] [ j Repair [ ) Abandonment. [ ] APPLICANT: PROPERTY STREET ADDRESS:: BLOCK: SUBDIVISION: PERMIT # '.DATE PAID FEE PAID $ .,RECEIPT:` _ Chapter 1OD-6., FAC HoldinglTank [ ] Temporary/Experimental. Other(Specify) AGENT:. PROPERTY ID gip. [SECTION/TOWNSHIP/RANGE/_PARCEL NUMBER) (OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS- OF CHAPTER 10D-6„ FAG: REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE.. ALL OTHER PERMITS EXPIRE ONE YEAR FROM THE DATE- OF ISSUE.. DEPARTMENT OF HEALTH APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR. ANY SPECIFZC PERIOD OF TIME.-. ANY CHANGE IN MATERIAL. FACTS WHICH SERVED AS A BASIS FOR. ISSUANCE OF THIS PERMIT REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID.. SYSTEM. DESIGN AND SPECIFICATIONS T ( 1,. �.] [GALLONS / GPD] SEPTIC TANK/,AEROBIC UNIT CAPACITY MULTI-CHAMBERED/IN SERI:ES:[ ]. A ( ] [GALLONS'/ GPD) - CAPACI-TY MULTI-CHAMBERED/IN SERIES:.[ ] N (,. ] GALLONS' GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250GALLONS) K ( ) GALLONS PER DOSE DOSING TANK CAPACITY DOSE -RATE [ ] PER. 24 HRS NO. OF PUMPS: [ ] D ( Y ) SQUARE FEET PRIMARY DRAINFIELD SYSTEM R ( ). SQUARE FEET SYSTEM A TYPE SYSTEM': ( ] STANDARD [ ] FILLED' [ j MOUND ( ] I CONFIGURATION.:. • - (. ] TRENCH j ,_.) BED N R LOCATION OF BENCHMARK! I ELEVATION OF PROPOSED SYSTEM SITE [ ] (INCH:ES/FT).i(ABOVE/BELOW}=BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINF.IEL•D TO BE [ ". ] '(INCHES/FT]-(:ABOVE;/BELOW]":BENCHMARK/RE•FERENCE"POINT L D`-' FILL REQUIRED:. [ ) INCHEES 0 T' H E R SPECIFICATIONS BY: APPROVED BY: DATE ISSUED.:: ' EXCAVATION :REQUIRED: i TITLES TITLE: ] INCHES u 'EXPIRATION DATE: DH 4016! 10196 (Re{)IeC66 HRS•H Form 4616.[page 1] which maybe used). (Stock. Number: 5744-0014016-0) Building Department Page 1 of 2 INSTRUCTIONS PERMIT NUMBER: Permit tracking number by County Health Department. APPLICATION FOR: Check type of permit; if "Other" specify type in blank. APPLICANT: Property owner's full name. TELEPHONE: 'Telephone number for applicant or agent. AGENT-. Property owner's legally authorized representative. MAILING ADDRESS: P.O. box or street mailing- address for applicant or agent. N I ti " T LOT„ BLOCK; SUBDIVISION 6r PROPERTY ID#:. 27 character ID number for property. (Health Department may require property appraiser ID#or sectionftownship/range/parcel number.) SYSTEM DESIGN AND SPECIFICATIONS:, TANK, Minimum specifications from Chapter I OD-6, FAC, DRAINPIELD: Minimumispecifications from Chapter I0D-6, FAC. OTHER: Other specifications, such as operating permit requirements, low -volume flush toilets,: variance provisos.. SPECIFICATIONS BVa Name of individual providing. specifications. If designed by a registered engineer must be scaled, APPROVED BY County Health Department personnel reviewing ,and 'approving , permit, DATE ISSUED: Date: permit is issued by County Health Department. EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void.90 days from the date issued. APPLICANT: LOT: STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE'. EVALUATION AND SYSTEM SPECIFICATIONS f t�,4-Lrt�2 AGENTS PROPERTY ID #- ,2'q; 3C�'/41 PERMIT I/' -3-. ?=tz�-j Parcel No. or Tax ID Number] TO BE. COMPLETED BY ENGINEER, HEALTH UNITIEMPLOYEE, OR OTHER QUALIFIED PERSON.. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND 'SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X] YES [ ].NO NET USARLE AREA AVAILABLE: 2.0 ACRES TOTAL ESTIMATED SEWAGE FLOW: r2oo GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE 2) AUTHORIZED SEWAGE FLOW: 6700 _ GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: 11s Gi0 SQFT UNOBSTRUCTED AREA REQUIRED:. 1200 -SQFT BENCHMARK/REFERENCE POINT LOCATION: CG_TZV ELEVATION OF PROPOSED SYSTEM SITE IS 2� . J5. POINT THE.MINIMUN SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: .SURFACE WATER: ; S FT DITCHES/SWALES: G5 FT NORMALLY WET7 [ ) YES V<] NO WELLS: PUBLIC: 240 FT LIMITED USE: !OO FT PRIVATE: FT NON -POTABLE: 50 FT BUILDING FOUNDATIONS: 10 FT PROPERTY LINES: ]5 FT POTABLE WATER LINES: 0.0 FT SITE.SUBJECT TO FREQUENT FLOODING: [ ] YES [7(]'NO 10 YEAR FLOODING? [ ] YES p(.] NO 10 YEAR FLOOD ELEVATION FOR SITE: !- FT MSL/NGVD SITE ELEVATION: 6,0 FT NSL/NGVD SOIL• PROFILE SITE 1 Munsel'l #/Color Texture Depth kid iwC Atj O to -24 to 8 to /A.ATr2 to /s, t7-be_ I R pGl6 t0 to - -to- to OBSERVED WATER TABLE: Af� INCHES [ABOVE./ ESTIMATED WET SEASON WATER TABLE ELEVATION: HIGH WATER TABLE VEGETATION: [ ] YES U(] NO SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING DRAINFIELD CONFIGURATION- [ ] TRENCH REMARKS/ADDITIONAL CRITERIA: SITS EVALUATED SOIL PROFILE SITE 2 Munsell Hoolor Texture to to. to to t0 to to SOIL SERIES.: EBISTIN6 GRADE. TYPE: ERCHED / APPARENT] _ INCHES [ ABOVE /<BELO IS, GRADE.. TLING: [ ] YES LK) NO --DEPTH: INCHES DEPTH OF EXCAVATION: INCHES (SPECIFY) [ \ Page 3 DH 4075,1 W86 (Replaces HRS-H Form 4075 [Page 31 which may 5 used) (Block Number. 5744-003d015-7) Y INSTRUCTIONS: PERMIT NUMBER: APPLICANT: AGENT: LOT, BLOCK, SUBDIVISION: PROPERTY 1D NUMBER:: PROPERTY SIZE: Permit tracking number by County Health Department. Property owner's full name. Property owner's legally authorized representative. Lot, block, and subdivision for lot. 27 character number for property (property appraiser ID number or section/township/range/parcel number)___ _ Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: Record the estimated sewage flow for the establishment from Table I (residence) or Table 2 (non-residential), Chapter 1 OD-6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies). If author71 ized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied. UNOBSTRUCTED AREA: Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percentof the unobstructed area must meet minimum setbacksin Chapter IOD-6, FAC. The unobstructed area must be contiguous to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. MINIMUM SETBACKS:_ Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. - FLOOD INFORMATION: Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation. SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Mansell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. WATER TABLE: Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth. SOIL TEXTURE: Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type. ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: • -e BENCHMARK SITE 1 SITE 2 SITE 3 [ + ] SHOT H.I. H.I. H.I. H.I. [ - ] SHOT [ - j SHOT [ - ] SHOT p .,a STATE OF FLORIDA PERMIT # DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS yy�� APPLICANT.: ' -IV ..AGENT: S ] (; MCAl 6(1 J.ht d LOT: BLOCK: SUBDIVISION: ._ !j ��/ q PROPERTY ID ,#d [Section/Township/Range/Parcel No. or Tax ID Number] TO BE .COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED. PERSON, ENGINEER'SMUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. --------------------------------------------- ------- -------- - --- - - - ---------------- --- PROPERTY SIZE CONFORMS TO SITE PLAN: [ aeYES [ ] NO NET USABLE. AREA AVAILABLE: 7.0 ACRES TOTAL ESTIMATED SEWAGE FLOW: JC-00 GALLONS :PER DAY [RESIDENCES -TABLE 1 /- OTHER -TABLE 2.] AUTHORIZED SEWAGE, FLOW: �? eia 0 GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: > /S3 N _ SQFT UNOBSTRUCTED AREA REQUIRED: I5,3 R - SQFT BENCHMARK/REFERENCE POINT LOCATION: e// 4F RJFi -,) S,)ui H. rt?/I4p .Lf/yk ELEVATION OF PROPOSED SYSTEM SITE IS $'/FT] [ABOVE ELO ENcF�SA /REFERENCE POINT THE',NINIMUMSETBACK WHICH CAN .BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET? [ ] YES [ ] NO WELLS: PUBLIC: 'FT LIMITED USE: FT PRIVATE: FT 'NON -POTABLE:. FT BUILDING FOUNDATIONS: _ FT PROPERTY LINES: FT POTABLE WATER LINES: FT. SITE SUBJECT. TO FREQUENT FLOODING:. [ ] YES [ ] NO 10 YEAR FLOODING? [. ] YES [ ];NO 10 YEAR FLOOD ELEVATION FOR SITE: FTMSL/NGVD SITE ELEVATION: FTMSL/NGVD SOIL PROFILE. .INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE Munsell k/Color Texture Depth --1 /c( --2—tLt°. kl') ^ U to. JG .O to to to to to USDA SOIL SERIES: Munsell S/Color Texture _ Depth- ;Y Z f _— to V �-lfC . 2. ( to uo =2Muth IL to to to OBSERVED WATER TABLE: % $'. INCHES [ABOVE /eSELOHP EXISTING GRADE. TYPE: [PERCHED / PAREN�''p ESTIMATED WET SEASON WATER 'TABLE ELEVATION: INCHES [ ABOVE /- BELOW ] EXISTING GRADE. HIGH WATER TABLE. VEGETATION: [ ] YES. [,.J�NO MOTTLING: [ ] YES [ "0 DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: .rs .r i DRAINFIELD CONFIGURATION: [ ] TRENCH [ vrBED [ ] OTHER REMARKS/ADDITIONAL CRITERIA: -SITE EVALUATED BY: DEPTH OF EXCAVATION: Rf/. INCHES (SPECIFY) IN - ° Page, 3 of 3 DH 4015. 10196 (Replaces HRS-H Fame 4015 [Pape 31v hich maybe used) (Stock Number. 5744403.4015A) - INSTRUCTIONS` - PERMIT NUMBER: APPLICANT: AGENT: LOT, BLOCK, SUBDIVISION: PROPERTY ID NUMBER: Permit tracking number by County Health Department. Property owner's full name. Property owner's legally authorized representative. Lot, block, and subdivision for lot. 27 character number for property (property appraiser ID number or section/township/range/parcel number). _P-ROPERTY_SIZEr- - - 'CheckifVr—opertyat-sile conforms'to submitted site plan. Record net usable area. available -.lot area exclusive of all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes, normally wetdrainage ditches, marshes, or other such bodies of water.. SEWAGE FLOW: Record theestimated sewage flow 'for the establishment from Table I (residence) or Table 2 (non-residemial), Chapter I OD-6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies). If authorized sewage flow does not equal of exceed the, estimated sewage flow, the application must be denied. UNOBSTRUCTED AREA: Record thesquare feet of unobstructed area available and the amount required.. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in Chapter IOD-6, FAC. The unobstructed area must be contiguous to the drainfield. 'BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark.. MINIMUM SETBACKS: Record minimum setbacks which can be meet to all listed features. Actual measurements must berecorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within200 feet of the applicant's lot must also be verified. FLOOD INFORMATION: Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation. SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to aminimum depth of 6feet or refusal are. required. Soil identification will use. USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. WATER TABLE: Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA. soilmaps, andhistorical information. Indicate if there is high water tattle vegetation present. Indicate if mottling is present and depth. SOIL TEXTURE: Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check. drainfield configuration required.. If other, specify type. ADDITIONAL. CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEETS ELEVATION OF BENCHMARK /REFERENCE. POINT IS: BENCHMARK SITE 1 ".SITE.2 SITE 3 [ + ] SHOT H.I. H.I. H.I. H.I. _ [-]SHOT (-]SHOT [-]SHOT x STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL. SYSTEM APPLICATION FOR CONSTRUCTION PERMIT Authority: Chapter 381, FS & Chapter 1OD-6, FAC APPLICATION .FOR: [X1 New System j ] Existing System [ ] Repair [ ] Abandonment -APPLICANT: ' , `A `L:TSV� ?-)) AGENT: MAILING ADDRESS: PERMIT # ( � DATE PAID 'FEE PAID $ RECEIPT [ ] Holding Tank j 1 Temporary/Experimental [. ] Other(Specify) D % G`r° t`1 G . TELEPHONE: �0 Cp -------- ----------------------------------------- TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT.. ATTACH BUILDING PLAN AND TO -SCALE SITE PLAN SHOWING PERTINENT FEATURESREQUIRED BY CHAPTER 1OD-6, FLORIDA ADMINISTRATIVE CODE., ------------------- --------------------------------------------------- PROPERTY INFORMATION [IF LOT IS NOT IN A RECORDED SUBDIVISION, ATTACH LEGAL DESCRIPTION OR DEED) LOT: BLOCK: SUBDIVISION: 'zGl /`� At 1 DATE OF S .Z' O lI J // "'1 SUBDIVISION• O PROPERTY ID $: [Section/Township/Range/Parcel No.] ZONING: PROPERTY SIZE:-Z . b ACRES [Sgft/43560] PROPERTY WATER SUPPLY: [x] PRIVATE [ ] PUBLIC. PROPERTY STREET ADDRESS: DIRECTIONS TO PROPERTY: ( r • (`�J�\� F \ s YV/OC�'Y'r-� CAP BUILDING INFORMATION [x] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building ,}'Persons Business Activity No Establishment Bedrooms Area Soft Served For Commercial Only % �1�6Li=_faM���( 3Z3Z z 3 4 [y 1 [01 HRS-H Form 401 (Stock Number: 0 [( 1 Spas/Hot Tubs ['V] Floor/Equipment Drains [OS ] Other (Specify) previous editions which .may not be used) DATE: 0)' O) 190" Page 1 of 3 Y`( INSTRUCTIONS: APPLICATION FOR: Check type of permit, if "Other" specify type in blank. APPLICANT: Property owner's full name. TELEPHONE: Telephone number for applicant or agent. AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. box or street, city, state and zip code mailing address for applicant or agent. LOT, BLOCK, Lot, block, and subdivision for lot (recorded or unrecorded subdivision). If lot is not in a recorded subdivision, -a copy of the lot_ SUBDIVISION:._ -- DATE OF SUBDIVISION: Official data of subdivision recorded in county plat books (month/day/year) or date lot originally recorded. Dividing an approved lot into two or more parcels for the purpose of conveying ownership shall be considered a subdivision of the lot. PROPERTY ID#: 27 character number for property. (CPHU may require property appraiser ID p or section/!ownship/range/parcel number. PROPERTY SIZE: Net usable area of property in acres (square footage divided by 43,560 square feet) exclusive of all paved areas and prepared road beds within public rights -of way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. Contiguous unpaved andnoncompacted road rights -of -way and easements with no subsurface obstructions may be included in calculating lot area. WATER SUPPLY: Check private or public. PROPERTY ADDRESS: Street address for property. For lots without an assigned street address, indicate street or road and locale in county. DIRECTIONS: Provide detailed instructions to lot or attach an area map showing lot location. BUILDING INFORMATION: Check residential or commercial. TYPE ESTABLISHMENT: List type of establishment from Table H, Chapter IOD-6, FAC. Examples: single family, single wide mobile home, restaurant, doctor's office. NO. BEDROOMS: Count all rooms designed primarily for sleeping and those areas expected to routinely provide sleeping accommodations for occupants. BUILDING AREA: Total square footage of enclosed habitable area of dwelling unit,,excluding garage, carport, exterior storage shed, or open or fully screened patios or decks. Based on outside measurements for each story of structure. A PERSONS: Number of persons residing, using, or working in establishment. For residential establishment, 2 persons per bedroom are assumed. BUSINESS ACTIVITY: For commercial applications only. List number of employees, shifts, and hours of operation, or other information required by Table II, Chapter IOD-6, FAC. FIXTURES: Mark each listed fixture with number installed or "NA" if not applicable. SIGNATURE: Signature of applicant or agent. Date application one day submitted to the CPHU with appmpr}ate'fees and attachments. ATTACHMENTS: A site plan drawn to scale, showing boundaries with dimensions, locations of residences of buildings, swimming pools', recorded easements, onsite sewage disposal system components and location, slope of property, any e'xisirg oepioposed wells; drainage features, filled areas, obstructed areas, and surface water. Location of wells, onsite scwal; 446-1 syshnm , surfaccnvaters, and other pertinent facilities or features on adjacent property, if the features are with 75 feet of the plicanvl_ot', Location. of any public well within 200 feet of lot. For residences, a Boor plan (residences) showing number of bedrooms and building area -of eavh Vaij. For nonresidential establishments, a floor plan showing the square footage of the establishment, all plumbing drains acd'Fixtum' types, and, other features necessary to determine composition and quantity of wastewater. 11 1 FORM 60OA-93 SN: 1234 'FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A Project Name: Benedikter Builder: Address: Lot: , Subdiv: Middlecove Bch, Platbook: Permitting Office: City, State: I Permit Number: Owner: Walter and Renata Benedikter Jurisdiction Number: Climate Zone: Central 1. - New construction or existing New _ 11. Cooling systems 2. Single family or multi-fanilly Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ I. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Is this a worst case? No _ b. Central Unit Cap: 36.0 kBtu/hr _ 5. Conditioned floor area (ft') 3232 ft' _ SEER: 12.00 _ 6. Glass area & type c. Central Unit Cap: 24.0 kBtu/hr _ a. Clear -single pane 0.0 ft' _ SEER: 12.00 _ b. Clear -double pane 0.0 11- 12. Heating systems c. Tint/other SC - single pane 39.6 ft' _ a. Electric Strip Cap: 30.0 kBtu/hr _ d. Tint/other SC - double pane 566.6 fN _ COP: 1.00 7. Floor types b. Electric Strip Cap: 30.0 kBtu/hr a. Raised Concrete R=0.0, 1284.0ft' _ COP: 1.00 b. N/A _ c. Electric Strip Cap: 40.0 kBtu/hr c. N/A _ COP: 1.00 _ 8. Wall Types 13. Hot water systems a. Face Brick, Wood, Exterior R=5.0, 1420.0 ft' _ a. LP Gas Cap: 60.0 gallons b. Concrete, Int Insul, Exterior R=5.0, 1278.0 ft' _ EF: 0.58 c. Frame, Wood, Exterior R=19.0, 852.0 fP _ b. N/A d. N/A _ e. N/A _ 14. Hot water conservation credits _ 9. Ceiling types (HR-Heat recovery, solar a. Single Assembly R=30.0, 1684.0 ft' _ DHP-Dedicated heat pump) b. N/A _ 15. Infiltration practice (1, 2, or 3) 2 _ c. N/A _ 16. HVAC credits M&C, RB, CV, MZ-H _ 10. Ducts (CF-Ceiling fan, a. Sup: Cond. Ret: Cond. Sup. R=6.2, 80.0 fF _ CV -Cross ventilation, b. 2 Others 140.0 R _ HF-Whole house fan, RB-Attic radiant barrier, M&C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.19 Total as -built points: 60141.00 E P I = 95.1 Total base points: 63214.00 I hereby at the pl sp . by calculation are n c nce with E my Code. 1 DATE: ( 6 I hereby certify that this Florida Energy Code. OWNER/AGENT: _ DATE: is in compliance with the RevWw f the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: _ DATE: FORM 600A-93- SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A Project Name: Benedikter Builder: Address: Lot:, Subdiv: Middlecove Bch, Platbook: Permitting Office: City, State: I Permit Number: Owner: Walter and Renata Benedikter Jurisdiction Number: Climate Zone: Central 1. 'Newconstructionorexisting 2. Single family or multi -family 3. , Number of units, if multi -family 4. is this a worst case? 5. Conditioned floor area (fF) 6. , Glass area & type a. Clear - single pane b. Clear - double pane c. Tindother SC - single pane d. Tint/other SC - double pane 7. Floor types a. Raised Concrete b. N/A c. N/A 8. Wall Types a. Face Brick, Wood, Exterior b. Concrete, Int Insul, Exterior c. Frame, Wood, Exterior d. N/A c. N/A 9. Ceiling types a. Single Assembly b. N/A c. N/A 10. Ducts a. Sup: Cond. ReC Cond. b. 2 Others New _ 11. Cooling systems Single family _ a. Central Unit I _ No _ b. Central Unit 32321t' _ c. Central Unit 0.0 W _ 0.0 IV _ 12. Heating systems 39.6 ft- _ a. Electric Strip 566.6 ft- _ b. Electric Strip R=0.0, 1284.Ofr _ _ c. Electric Strip 13. Hot water systems R=5.0, 1420.0 ft2 _ a. LP Gas R=5.0, 1278.0 X _ R=19.0, 852.0 IF b. N/A _ 14. Hot water conservation credits (HR-Heat recovery, solar R=30.0, 1684.0 ft- _ DHP-Dedicated heat pump) _ 15. Infiltration practice (1, 2, or 3) _ 16. HVAC credits (CF-Ceiling fan, Sup. R=6.2, 80.0 ill _ CV -Cross ventilation, 140.011 _ HF-Whole house fan, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 36.0 kBtu/hr _ SEER: 12.00 _ Cap: 36.0 kBtu/hr _ SEER: 12.00 _ Cap: 24.0 kBtu/hr SEER: 12.00 Cap: 30.0 kBtu/hr _ COP: 1.00 _ Cap: 30.0 kBtu/hr COP: 1.00 _ Cap: 40.0 kBtWhr _ COP: 1.00 Cap: 60.0 gallons _ EF: 0.58 2 _ MZ-C, RB, CV, MZ-H Glass/Floor Area: 0.19 Total as -built points: 60141.00 EPI = 95.1 Total base points: 63214.00 I hereby_WAffY Thiat the by t ' calculation are( Erkrgy Code. DATE: f t. I hereby certify that this Florida Energy Code. OWNERIAGENT: _ DATE: with is in compliance with the fk,VMrw-of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: _ DATE: . FORM 600A-93- SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:, Subdiv: Middlecove Bch, Platbook: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .15 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .115 3232.0 82.20 39850.6 Double, Tint N 7.3 6.0 76.8 43.50 0.62 2059.5 Double, Tint N 12.0 8.0 32.0 43.50 0.59 815.1 Single, Tint N 2.3 11.5 39.6 51.50 0.90 1835.4 Double, Tint E 2.3 11.5 59.4 87.30 0.90 4679.6 Double, Tint E 2.3 23.0 123.2 87.30 0.96 10301.4 Double, Tint S 2.3 11.5 28.8 78.80 0.84 1917.4 Double, Tint S 2.3 11.5 24.0 78.80 0.84 1597.8 Double, Tint W 2.3 11.5 54.0 87.30 0.90 4254.2 Double, Tint W 7.3 5.0 40.4 87.30 0.37 1319.1 Double, Tint W 2.3 23.0 19.2 87.30 0.96 1605.4 Double, Tint W 9.3 8.0 32.0 87.30 0.43 1192.3 Double, Tint E 9.3 8.0 32.0 87.30 0.43 1192.3 Double, Tint N 2.3 6.0 32.0 43.50 0.82 1141.0 Double, Tint S 2.3 5.0 12.8 78.80 0.57 578.6 As -Built Total: 606.2 34489.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Face Brick, Wood, Exterior 5.0 1420.0 1.26 1785.1 Exterior 3550.0 1.00 3550.0 Concrete, Int Insul, Exterior 5.0 1278.0 1.00 1278.0 Frame, Wood, Exterior 19.0 852.0 1.00 862.0 Base Total: 3550.0 3650.0 As -Built Total: 3550.0 3915.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 28.0 7.20 201.6 Exterior 28.0 4.80 134.4 Base Total: 28.0 134.4 As -Built Total: 28.0 201.6 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1284.0 0.60 770.4 Single Assembly 30.0 1684.0 0.90 1515.6 Base Total: 1284.0 770.4 As -Built Total: 1684.0 1515.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Concrete 0.0 1284.0 -1.00 -1284.0 Raised 1284.0 -3.43 -4404.1 Base Total: -4404.1 As -Built Total: 4284.0 FORM 600A-93- SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:, Subdiv: Middlecove Bch, Platbook: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Type Area X SPM = Points 3232.0 10.90 35228.8 Practice #2 3232.0 10.90 35228.8 Summer Base Points: 75130.0 Summer As -Built Points: 74066.1 Total Summer Points X System = Multiplier Cooling Points Total X Cap Component Ratio X Duct X Multiplier System X Multiplier Credit Multiplier = Cooling Points 75130.0 0.37 27798.1 74066.1 1.00 1.02 0.28 0.86 18375.7 FORM 600A-93' WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:, Subdiv: Middlecove Bch, Platbook: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .15 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points .15 3232.0 -3.40 -1648.3 Double, Tint N 7.3 6.0 76.8 6.10 1.34 629.4 Double, Tint N 12.0 8.0 32.0 6.10 1.37 268.3 Single, Tint N 2.3 11.5 39.6 9.60 1.06 402.0 Double, Tint E 2.3 11.5 59.4 -3.60 0.78 -166.8 Double, Tint E 2.3 23.0 123.2 -3.60 0.90 -398.6 Double, Tint S 2.3 11.5 28.8 -11.00 0.92 -292.2 Double, Tint S 2.3 11.5 24.0 -11.00 0.92 -243.5 Double, Tint W 2.3 11.5 54.0 -3.60 0.78 -151.6 Double, Tint W 7.3 5.0 40.4 -3.60 -0.88 128.7 Double, Tint W 2.3 23.0 19.2 -3.60 0.90 -62.1 Double, Tint W 9.3 8.0 32.0 -3.60 -0.63 72.9 Double, Tint E 9.3 8.0 32.0 -3.60 -0.63 72.9 Double, Tint N 2.3 6.0 32.0 6.10 1.15 224.5 Double, Tint S 2.3 5.0 12.8 -11,00 0.65 -92.2 As -Built Total: 606.2 391.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Face Brick, Wood, Exterior 5.0 1420.0 3.50 4970.0 Exterior 3550.0 1.10 3905.0 Concrete, Int Insul, Exterior 5.0 1278.0 2.90 3706.2 Frame, Wood, Exterior 19.0 852.0 1.10 937.2 Base Total: 3550.0 3905.0 As -Built Total: 3550.0 9613.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 28.0 7.60 212.8 Exterior 28.0 5.10 142.8 Base Total: 28.0 142.8 As -Built Total: 28.0 212.8 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1284.0 0.60 770.4 Single Assembly 30.0 1684.0 0.40 673.6 Base Total: 1284.0 770.4 As -Built Total: 1684.0 673.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Concrete 0.0 1284.0 4.00 5136.0 Raised 1284.0 -0.20 -256.8 Base Total: -256.8 1 As -Built Total: 5136.0 FORM 6DOA-93' WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:, Subdiv: Middlecove Bch, Platbook: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Type Area X WPM = Points 3232.0 4.10 13251.2 Practice #2 3232.0 4.10 13251.2 Winter Base Points: 16164.3 Winter As -Built Points: 29278.8 total Winter X Points System = Multiplier Heating Points Total X Cap Component Ratio X Duct X Multiplier System X Multiplier Credit Multiplier = Heating Points 16164.3 1.10 17780.7 29278.8 1.00 1.02 1.00 0.93 27767.7 FORM 60OA-93 WATER HEATING AND EPI SUMMARY Residential Whole Building Performance Method A - Details ADDRESS: Lot, Subdiv: Middlecove Bch, Platbook: , , , PERMIT #: BASE AS -BUILT WATER HEATING Npmber of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 3527.00 17635.0 60.0 0.58 5 1.00 2801.48 1.00 14007.4 As -Built Total: 14007.4 EPI SUMMARY BASE AS -BUILT Cooling + Heating + Points Points Hot Water = Total Points Points Cooling + Points Heating + Hot Water = Total Points Points Points 27798.1 17780.7 17635.0 63213.8 18375.7 27757.7 14007.4 60140.8 EPI: 9501 IMMM� 1�_gllyyy 12:21 561y37,�40 ACTI011 AIR. E HEAT FADE 02 SERIAL k 5268 a RE SMANUJ (c ) VMOLE HOUSE I HEXT�GAIN�/-HEAT LOSS CALCULATION USING EPI92-FLA/RES(c)DATA FILES ---- (BASED 0* A.C.C.A. t9NUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) ---•------------------------------ - - * Climatic Conditions ;eographical Location-_ Florltla forth.Latitude / Elevation ,,,tdooir winter Dry Bulb -IndoorWinterDry Bulb finter (Actual) TemP.Diff. finter Temp. Diff. (wTd) yutdoor Summer Dry Bulb Iutdoor Summer filet Bulb )utdoor Summer Humidity Ratio :ndoor Summer Relaltive Humidity :ndoor Summer Design Grains / Lb. .ndoor Summer Dry Bulb :ndoor Summer Wet Bulb ;ummer Daily Range ;umner (Actual) TemP.Diff. ;u=er (User Sel) TemP.Diff. (sTd) * HEATING --------------- SUBTOTAL DUCT LOSS TOTAL LOSS/BTUH 20% OVERSIZE FACTOR : ACTUAL + 20% OVERSIZE: ---------------------- ea : 3232 SF Design Conditions ------------------ 27 Deg_ / 42 Deg. F 70 Deg. F 28 Deg. F 40 Deg. F 90 Deg. F 78 Deg. F 127 50% 62 75 Deg. F 62.3 Deg. 15 Deg- F 15 Deg. F 20 Deg. F COOLING SUMMARY :STRUCTURE SENSIBLE :MECH.VENT- 0 Cfm :SENS. + MECH.VENT TEMP.SWING 0 3 DEG. ;OCCUPANT/APPLIANCE ;DUCT GAIN ;TOTAL SENSIBLE :TOTAL LATENT :20% SENS.OVRSZE FTR: :SENS. + 20% OVERSIZE: SELECTION * * 19.5 �9) ,. �"E Est double Tint LZe� s,Blinds 1 65,80 '223.40 �633'80 ifiltratlon : Winter Ht nra es Blinds 1 145, 1902-40 7 60 filtration g�®r Htm ( 13.63 ) k 606.6p 4222-40 1081'8p s ( 3.37 ) 20 11S .20 .ndow Frame : Metal x '_606_2p 8262-52 4804-80 SUBTOTALS: 606.20- --' 204 26523.43 - _2-8g A L L S--------------- .__ R-value Area 1 7227' .od Fume W/Brick - Ext. '---- Loss/Btyh 09 'W C.H. - Int Insul - Ext. 5 1420.00 "'-- - G8ir1/B Pod Stud - Ext. 19 1279.00-2414.0p - tub 852.00 7412.40 6 --------- 2044.80 137 50' •00 SUBTOTALS: 3550.00 -- 1448 20 O 0 R S----------------- "-- ilid Core/Wood - Ext. ----------------- 11871.20 40 ifiltration :Winter Htm O 28.00-------___ ( 13.63 ) z 28.00 798.Op 15g04'60 ,filtration :Summer Htm( 3.37 ) a 28 0O 381,64 35 S•60 F I L I N G S-------_---SUBTOTALS: 28.00 kder Attic30 ------- -- 3179.64 L 0 0 R S------------------00 ---- ---------- ----- 49-y tis®d Concrete - ----- 2189.20 -6 0 '284.00 '__------ 16050.0p 2694.40 * TOTAL STRUCTURE SBNSIHL% : •----------------------------------------------- _ 9373'20 -------------------------------- ------- ---------57813_45_ _4SS49.25 - Ith all Issory V wlv�- aTohlteoL v.-_"e..--- 1e1ed by the pro]e�i design residence (single ar multl-tanl 1 10 interior renovations (provided be tamp Swudlon of neW his Certilastlon shall not apply, ipoailon Is to Ivin91heoon are. ed an and anY nanres�lmponenl is elllg cOBCI / d certain other minor building Permits- For further ii$3 Chops (or building Pelalileu B2 2172 Q� uIll abulidlnUP or eUTer slmlla'r OUice a1402-1653 or 4 OPp dare a0gi{ural walls, columns wilding InaPecU i ' >: stru o alto wd G� . t 8�1an�, please contact hie B plEltfcDlG•iatt PR NUMBER aC)JECT NAME PERMIT NUMBER P DES ADDRESS . 3 OCCP. TYPE CST. TYPE ���� FFICA' " �r) CME�T' THESE PLANS AND SPECIFICATIONS ST OF MY KNOVVI EDGE AND BELIEF, L PORTION OF THE BUILDING CODES TO THE BE TH THE APPLICABLE STRUM TIFY TO COMPLY W gY ST. LUCIE COUNTY• I ALSO CERTIFY THAT STRUCTURAL THAT. RESISTANCE TO THE WIND LOADS AND 1 F BEEN DESIINTLy GP DESIGNED AND ENFo14 THESEpj NS PROVIDE ADEQUATE CUEMeNTS DC F1ED BY CURRENT CODE'PR USED N lease CiMrk Or Iele UIe,/e m date box E�RCE$ SPE AND ASSUMPTIONS ASCE 7-ad OTHER (SPECIFY) :Of00 i 14 PARAMETERS SBCCI OPEN BUILDING CODE EDiHON USE (YEAR) i— PARTI -Y ENCLOSED BUILDING 1 1 MIT off ENCLOSED BUILDING DESIGN IS tCNECK 't FT 4 WIND SPEED USED IN BUILDING DESIGN: a, h 14 IFIED INUIIE/i): � A Z' EIGHT: SUaE TABLES M BULDINo CODE IDEIn BUILDING H =_ PSF 3 NANO EXPOSURE CIASSIFICAnOII � UCWBF PRESSURE ON Ex1ER10R FACES OF SIR =_ PSF 6 AVERAGE IfVINU VELOCRY IOR FACES OF STRUCTURE PRESSURE ON Ex 1 o d pF}dG WIND V51.013 J A00171LNE: 3 O PSF SE FACTOR toe'FAIN MOM athuma lxwE): 1 PSF ItApORTANCFJO d PSF 1100F1DF�0: No, U NO, why? (aUaeh e' FLOOR UO(t1RE`(CIIECKmEl YES LOADS: CONSIDERED FOR STt1 If NO, why? (altedl 9 ARE SHEAR WNL' YES NO eXpwnawn) PAll, PROVIDED (CIIECK oNE) If NO, wily? (eUach i3 A CONTINUOUS LOM YES NO i erpbnaeon) AND CLADDING DETAILS PROVIDED 1C11ECK awl.. (p - AIM COMPONENT AND PSF 1� eAriaaaUenl INS pIjFSSURE �� INFORMATION INC UD D WITH THIS MINIMUM SOIL BFAR CERTIFY THAT THE EDGE AND BELL F. BY MY SQL' I HEREM THE BEST OF MY KNOWL AS NJ1tNESSED AND CORRECT, d ti 1 tI Zy CERTIFICATION IS TRUE CERTIFICATION No. ��— S L E ] (�wR�"' I II' °I' 9 C ato E �-SSDL DATE: OESION FIRM: