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HomeMy WebLinkAbout2405 Adams Ct (2)JAN 2 Z '018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: '�qZ6 �6 2('�,_i'"� � CEl MID Historic District: Yes No ❑ Parcel ID: 1�l - P - J ' lv�� - ��q N - D Residential Commercial ❑ Type of Work: New11 Addition ❑ Alteration ❑ Repair El Demo El Change of Use El Move El Description of Work: // S (�� �(,�(1P_ t Plan Review Contact Person: ���\� Title: (-bud (rAa_yo l - Phone: LVUJ •-_'iA-1\u U Fax: QTJ �J� ,?��"l-1 ,Email:,1u �i �2 �l7hSp�ttilS�hc'� ur e..•e. nS . �v . Property Owner Information rn Name \V��1 `�Q'� �' Phone: Street: ,%,q�s ) (IY1 s ckResident of property?: � \ % Q (J (j' QC • City, State Zip: irC\ It, Contractor Information Name moo obo15 eLV)A sc-fe-2I'Ls `L'f 1 C_VtV*(1Phone:\-AU-Z 9)3�A'1130 Street: �50 • � ' lenno`c CLo h1 V J Fax: uU-i . ba3 -t 3 i II City, State Zip: U� bg rT'K • 0`1 . State License No.: SC( . Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Sth Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application ��� �roP�� ��� NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of tire executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is be done in compliance with all applicable laws rel Signature of Ncner'Agent Date Owner/Agent is personally Known to Me or Produced ID Type of ID of o ct C MY0o4 (ractor/Agent's Name of Florida and that all work will Date Contractor/Agent is personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction ", Total Sq Ft of Btug. Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING 'b UTILITIES: ENGINEERING: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: S rfi 2.12. - G COMMENTS: QV� -ib (✓AdaI1 (S''{'2-0" SC"f✓l e0d0rLure olf / IBISJ(c(W Revised: June 30, 20t5 Permit Application �tc'ti cra Property Record Card Parcel; 31-19-31-524-0600-0060 eaannwaxzarr,cccia Property Address: 2405 ADAMS CT SANFORD, FL 32771 Value Summary _.._......._......................................... 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market ......... Number of Buildings 1 1 Depreciated Bldg Value $46,526 $43,822 ............. ....... Depreciated EXFT Value $9,102 $9,268 _ _..__.. _........_.._ _.. Land Value (Market) .. $17,100 ,,.,.. $17,100 ....................... Land Value Ag -Ptarke Just,t Value `` ..-- $72 728 ;�$70,190 Portability Adj Save Our Homes Adj ___�. $6,994 _ _ __.__... $5,808 .............. ...._..._ Amendment 1 Adj $0 P&G Adj $0 $0 Assessed Value ! $65,734 $64,382 Tax Amount without SOH: $608.67 2017 Tax Bill Amount $570.52 Tax Estimator Save Our Homes Savings: $38.15 * Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 11 ! LOT 6 + N 1/2 OF LOT 7 i BLK 6 WYNNEWOOD PB 4 PG 92 Taxes i Taxing Authority i Assessment Value Exempt Values Taxable Value County General Fund $65 734 $40,734 $25,000 Schools $65,734 $25,000 ; $40 734 CitySanford . _. ..._... y nford _... -. _ _ . _ . _ �.......�_. �.._ . _.._................................... __. __ _... _ _.-,,._ .....v _. . .. __ _ __..__ m. $65 734 _ _ _ _ __... $40 734 ... _.._ _.. $25 000 SJWM(Saint Johns Water Management) $65 734 $40,734 ' .. ,,, _......... $25 000 ; County Bonds ........ $65 734 ; $40 734 $25 000 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 3/1/2017 _ 08883 _ - 1442 $100 ? No Improved _. .. WARRANTY DEED 4/1/1994 02758 0709 $63,700 ;Yes Improved WARRANTY DEED 2/1/1991 02267 0670 $62 5000� Yes Improved WARRANTY DEED 3/1/1985 01628 j 0586 $54,100 Yes Improved WARRANTY DEED 7/1/1983 01475 1419 $53 000 No Improved WARRANTY DEED _� .__ 1/1/1975 01049 ................_ 1370 $28,900 Yes i Improved Sedes Land _v_. _ . __ ...... ®e.., .,, ........ .. -. _ . _ .. _...... ....-._.___ Method _.._ ... _ ..... �.._. ___ ....__..... _.... Frontage ._ I Depth _ _� Units Units Price _ .. __._� . _ ..... Land Value FRONT FOOT &DEPTH ( 90.00 130.00 0 ? �$200.00 $17,100 Building Information Is Bed/Bath count incorrect? Click Here _ 1[ # Description Year Built Fixtures Bed Bath Base Are a Total SF Actual/Effective Living SF I Ext Wall Adj Valu�Repl Appendages s 1 SINGLE 1952 3 2 1.0 ', 1,033 1,544 1,177 CONC $46,526 ? $90,782 Description Area FAMILY t BLOCK BASE 144.00 SCREEN j PORCH 6500 i FINISHED z OPEN PORCH 1600 FINISHED i GARAGE 286.00 UNFINISHED ......... Permits jPermit # € Description Agency Amount rC0 Date Permit Date .... _ ;. 02413 REPLACE EXISTING SCREEN POOL ENCLOSURE SANFORD _ _ __ $8,278 _..__ _............... : 8/25/2009 01187 PURCHASE & INSTALL SHED SANFORD $6,601 2/8/2007 Extra Features Description Year Built Units Value New Cost ......._......... .... _ .., _ _ ........._....____ ....____._.. SCREEN ENCL 2 1/1/2009 1 j___._ _..........._. _ . ,.. _ „ , .. ...._. ... ... , ......... $3,502 $5 000 POOL 1 v 12/1/1979 € 1 $5,600 € i_ $14 000 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: )� a;L I hereby name and appoint: � of t jA k k 1 an agent of: 0`� 1, s Creta S (Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: �9 u'05 f+Ck0_rYI S C1 . (Street Address) Expiration Date for This Limited Power of Attorney: 05.1 \ �) k I V9 License Holder Name: C,r) G )�j-e VACW_— State Licensf Signature of STATE OF I COUNTY O The foregoing instrument was acknowledged before me this p o day of 1 , 200\'�, by &-(C, �nf kp,�(30r f . who is personally known to me or ❑ who has produced as identification and who did (did not)jeake ath (Notary Seal) JULISSA ECHAVARRIA :;. My COMMISSION # GG137490 EXPIRES August 23, 2021 (Rev. 08.12) Signature Print or type name Notary Public -State oflU r f d Commission No.GC'-1 lyl o My Commission Expires: 'Z NE EEO AS ALUMINUM SCtali-EN _ DESIGH Aluminum & Construcilan I?ngineering xPMar� Types;: ❑Screen Room/Sun Room/Fill In ❑Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) [❑CrrPort tio Cover ❑Other: *Contractor Name: &bS �06�S OX d SCf-eeV1 S *Address: �bO � . S-Q,m p 'f CLn bl VGA *City' Qa%t\1qb N *Zip Code: -2-)- 1 *Phone/Fax: Li U-T .�ll 00 *Email: aUjl'-e f CDWloSPDO) 30AJSCr--CtOS. CO>)l * 4 ❑ 3 No of Copies es Ghdos;e ne�j Mail❑ Pick Up 9 E-File❑ Fed Ex* p' * For FedEx option go to www.aluminumsei-eendesipn.com and provide FedEx account #} * P ym °ntV, Check❑ Credit Card*❑ *(For Credit Card option go to www.aluminumsei-cen.design.com to pay by credit card) Engineering prepared by: N'M'A S D Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) O N 4401 Vineland Road- Sulte A6 Orlando, FL 32811 1:9 Oflice:407-734-1470 Cell: 407-721-2292 D D G Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181 D T Email: aluminumscreendeslan0vahoo.com r O Website: www.aluminumscreendesign.COM CA#30930 �J � LO Fti 0 OD n r- 0M 00iJ —Izm m z m czC��-0- �0z>X00m zMOFm<m0 0MO— 00mo <O-co4*> �r'D<_rngF M20- =W z T 00 D m �0� Nomo z�c� cWM>m -r 0 nQ mir1M 70mMm.4XC wz�_Mmov OM VTMZO OS;MDzWgW oz Tr)q m MW MP >D ME ALUM, IN UAA SCREEN DESItw. 54 ffamASID—nluminurn & Construction Cnglneering ;Ultimate. Wind Speed (mphj Exposed>Category C 121sk Category`. Scree'n;Roolr/Sun. Room/Fill Ira:; Insulated ❑ Pan Roof ❑ Gutter ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Uprights X Top Plate X Kick Plate Pool"Screed/Cagy` : Dome 0 Gable ❑ Mansard ❑ Gutter ❑ Fascia❑ Wall: Block❑ Conventional ❑ Beams X Uprights X Purlin X Kick Plate Ca0, A: Insulated ❑ Pan ❑ Gutter ❑ Fascia❑ Wall: Block[-] Conventional ❑ Beams X Post X hatio� CQVe�: Insulated Pan / Gutter Fascia Wall: Block❑� Conventional El Beams �L X(� Post '2 :Co:ri;�rete;: Existing ❑ New: 4"Slab ❑ Pier Ribbon Footer 9 X 0- Pavers❑ 6" Thickened Edge ❑ Other: Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. Engineer: Michael Thompson, MSc, P.E. (PE#47509) 4401 Vineland Road Suite AG, Orlando, FL 32811 (CA#30930)-Ph 407-734-1470/Fax 407-734-1790 �9 fa AL N SCREEN E ', 1G t,f i .. :r, ,trr. .,Conslructimn General Notes & Design Standards (Unscreened Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Desien Codes: Florida Building Code 2017 (6°i Edition) Aluminum Design Manual 2015 ASCE 7-16 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psj) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com 3pp3AS DA S ur sIr,c. ,n Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum 11r design. All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum 412 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. For bottom plate and column base, secure with '/4" tapcons a minimum embedment of 1 1/8" and 2 '/4" respectively into concrete footer. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be 3/4" Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com o1; ON P i3 Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY HEADER BEAM MEMBERS -OPEN COVERED PATIO -(No Screen insert) SIZE 3" Pan Reef Span Maximum Roof Span = 6'-0° 3" Pan Roof Span Maximum Roof Span = 8'-0° 3" Pan Roof Span Maximum Roof Span = 10' 0" 3" Pan Roof Span Maximum Roof Span=12'-0" 3" Pan Roof Span Maximum Roof Span = 15'-0" 2 X 4 10'-0'° 9,'-0"' 9'-o" $'-0" 8'-01, 2 X 5 13'-0" 12'-0" 11'-0" 10'-0" 9'-0" 2 X 6 15'-0" 14'-0" 13'-0" 12'-0" UI-0" 2 X 7 17'-0" 16'-0°' 14'-0" 14'-0" 13'-o" 2 X 8 21'-0" 20'-0" 18'-0" 17'-0" 16-0" 2 X 9 2V-0" * 20'-0" * 20'-0" 2V-0" 2 X 10 21'-0" * 20'-0" * 20'-0" ` 2U-0" Columnsue is 3 x 3 x Q.125" (118) uniess noted otherwise wrth a max height of 1.0. Larger span req larger column size.. Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max; 2 x 4 for beam span greater than 30'. Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of F-0" along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com SrrxN 8� pC)l'S v x x a u1:t�� I 1 i g' --- i p i a 1 ;n the eveni of 0 Conflict in member sizes shown or, '.he plan; and the gallcr,11 nutks, the contractor must Ailize the nloie 5ir19d1Crlt memher elan roniu�e.. ER BOUNDARY SURVEY PROPERTY DESCRIPTION: LOT 6 AND THE NORTH 1/2 OF LOT 7, BLOCK 5, WYNNEWOOD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE(S) 92 THROUGH 94, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 1 LOT BLOCK 5 I BLOCK i Jr NKu.pµ BE S90V '00-E 130 D ' P&M) r�ai rota (1. N� O SINGLE FAMILY V O RE#2405 2<OS "Y LOT 6 (,j m o BLOCK 6 N 1/2 OF LOT 7 i BLOCK 6 MiAouP� 01 M N90-00 0-W 130.00'(P&M) o REMAINDER OF LOT 7 BLOCK 6 NOT INCLUDED I I — — — 130.00'(P&M) — __ — _ — — LOT 3 3LOCK 5 W L WE AND AS MIWN E O LOT 13 BLOCK 6 O O Iw m — o - i i i N ! • '^' � r DTP- 1 2°I 14? I Y LOT lZC A rtNi 6 y o pBLOCK /x LOT B BLOCK 6 f LEGEND A DELTA/CENTRAL ANGLE A/C =AIR CONORMINER - D . DESCRIBED POO PONT OF BECNNING B/N/u BB BEARING EC C . CALWLAIED . DDWC BU9NE56 AS D.E.. DRAINAGE EASEMENT PCC = PUNT W COMMENCEMENT CN C... O.U.{ . POL . PUNT DI! UNE OPAINA� k UIYJIY E ENT PRC = PONT aF RLVERSE WRVATURE CIS.. CHORD BENLNG WW .CONCRETE HALL EW - EOGE Of PAVEMENT PRLI . PEt11ANENT R:FE)yENCE — ENT E01f V WATER -- _ L_ PEY : PROFESSIONAL SURVEYOR k YAPPER PT CN . CUQNCRENOi�cWC640.E .0N .. CONCRETE = PUNT W TA4COT FF O1N . FlNI9IED PLIXA4 ELEVATION RADIUS LC.- IDENINIGLTION R -=-RADIAL COV..+ COrAR[p U, - qON POD RAO - RW = ASPNLT '%?:.µ': LP:. PM RP : RADIUS PUNT L .ARC LENGTH R/W RKa1T OF WAY 6/W = SMWAUK :BRIG% LS . LAND SURVEYOR l8 R EYNG CUANESS TO 8 m . CONCRETE PAVERS Tc -Ell . TW DF B w NR . NON-RACIAL (TV) TYPIGL �� UNE'9REAK O.R . OFRCIAL RECORCS U.R. - UTuTY A— P . PLAT U.E . UTILITY EASEMENT �[ CENTERLKNE PoGI+T-OF-WAY PONT OF WRVATmE - WATER METER PCC = PONT DF CpNPWND CURVATURE — - WOOD POWER PRE T� L IN, — . BUILONG. SET6ACK UNE PCP . PERNANFNT CONIP0. pdNT PED • TEENIONE PEOFSTAL PI . PONT OF INTERSECTIQV ELEC ELECTRIC — — — — — — — PVC-NNYL FFNCEJVF CQT -. UTUtt POLE. PIE � POOL EOUIPMENT = WOOD TENCE/WF --o—o--y--.o--4�—O— O = SET LOT 15 (DA {J\a BLOCK 6 ` = CHAIN LINK FONCE/CTF �HU = C,13I UTILITY UNES T/2 I.R. R CAP US 170M OO FOUND PROPERTY, CORNER NOTE$: 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION E) = FWNC C0,10 E NONUNENT AS PROVIDED BY THE CUENT. n 0 WELL. 11 O. Unutt RISER 2: THIS SURVEYOR HAS NOT ABSTRACTED THE IAND uAP NWBER: > ® . GAs ETER, } WYWWE # = LlU(T PDtE, SHfJWN HEREON FOR EASDADJT$ RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY 2UNL a➢4.LZfl.yZ ` FlR[ W`oR""T �' `WATER AFFECT THE TITLE OR USE OF THE LAND. 3: CERRFlEO TD' METER - DOSE RECONSTRUCT PROPERTY LINES FROM INTERIOR KE15EY BRIERLEY IMPROVEMENTS (BUILDINGS, FENCES ETC...) ADDRESS: 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 2405 ADAMS COURT 5: NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE SANFORD. FLORIDA BEEN LDGTED EXCEPT AS SHOWN. .32771 a NO WETLANDS ANDJOR OTHER NATURAL FEATURES Bradley Cox & Associates JOB BCA2042¢ # HAVE BEEN LOCATED EXCEPT AS SHOWN. 7' THS SURVEY SHALL NOT BE USED FOR DESIGN OR CONSTRUCOON DRAWN BY:. SM 1WTH OUT PRIOR WRITTEN AUIHDPoZAnoN FROM THE SIGNING SURVEYOR.. B CHECKED BY: BC A, THIS ORIGIN IS NOT V' OUT THE SIGNATURE AND THE ORIGIN RAI Land Surveying FIELD BY: JB FLORIDA LICENSED SURVEYOR AND MAPP GOAT' Nc+ + 4OS W. 2STh SCeeT C (FIELD DATE:) 12/2O/17 1 HEREBY CFRTFY THAT SURVW THE PROPEM MEETS ME STANDARDS NOOK NY W CT �g `� Sanford Florida 32771 REVISIONTHE S` FLOROA BOARD OF PRO FESSKN N CHAP ER 6b 17, f=A N CHAPTER Phone (407) 323-9202 AONI rE COD AT2. FLORIDA 5 ATU ES E° Fax (407) 324 9661 TalanvDnA—Tr,T..............�__-- _ _ --.-__. ,. 12/22/17 ALUMINUM SCREEN ETRUDED FASCIA IS ATTACHED DESIGNYINSULATTED D TO BLOCK STRUCTURE 3" C CHANNEL IS /1 ITO ROOF WITH 910 11' 6T0 6" FROM ENDS NDS 24 O.C. 3" INSULATED OOF WITH 6H 10 " PER SIDE FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) 910 4" PER PANEL , 2X2 POST .046 OR GREATER [►�illr0olm HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. 3X3 POST IS ATTACHED TO BRACKET WITH 1 3/8" X 3 1/2" CARRIAGE BOLTS BRACKET FROM 3X3 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" TAPCONS TYP. ALUMINUMSCREENDESIGN.COM AL UMIN UM S C RE E ND E S I GN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 3X3 POSTS ARE ATTACHED TO 2X4 BEAM 2 3/8" X 3 1/2" CARRIAGE BOLTS TYP. 1X2 IS ATTACHED TO 3X3 POST WITH #10 2" 6" FROM ENDS 24" O.C. CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3" OR, CAPRI CLIPPED WITH (4) #10 1 " PER CLIP OR BLIND CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2" OR, CAPRI CLIPPED WITH (4) #10 1" PER CLIP & BLIND CLIPPED WITH (4) 910 1" PER CLIP DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH 3" INSULATED ROOF IS ATTACHED TO ALUMINUM STRUCTURE WITH #10 4" 6" FROM ENDS 24" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1 " PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CL# 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 1X2 IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS MICHAEL THOMPSON 4401 VINELAND ROAD SUITE A6 O 32811 P. # 47509 -<CA#30930 ALUMINUM SCREEN DESIGN FOOTER 8" X 8" W/ (1) #5 REBAR THRU OUT F -T1 .4 I - -- ALUMINUMSCREENDESIGN.COM AL UMINUM S C RE END E S I GN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION (IF REQUIRED) CONCRETE SHALL BE A MINIMUM OF 3000 PSI FOR COVERED STRUCTURES, CONTRACTOR SHALL SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE MICHAEL THOMPSON 4401 VINELAND ROAD SUITE A6 ORLANDO, FL 32811 . # 47509 CA#30930, I BOUNDARY SURVEY PROPERTY DESCRIPTION: LOT 6 AND THE NORTH 1/2 OF LOT 7, BLOCK 6, WYNNEWOOD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE(S) 92 THROUGH 94, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. I LE'GE'ND.' 0 = DELTA/CENTRAL ANGLE A/C = AIR CONDITIONER BB = BEARING BASIS C = CALCULATED CH = CHORD CB = CHORD BEARING CBW = CONCRETE BLOCK WALL C.M. = CONCRETE MONUMENT CNA = CORNER NOT ACCESSIBLE CONC. = CONCRETE COV. = COVERED LOT 1 I LOT LOT 3 BLOCK 6 I BLOCK BLOCK 6 oC ONC POOL IN AND SCREENED ,p• ENCLOSURE IN EASEMENT AS SHOWN FO ND BB S90'0 '00"E 130 0 ' P&M) /2" I.R. FOUND ND I.D. 1/2' I.R. r NO I.D. 7' U.E. OHU 1.0. A/C SCREENED `.ci;l N /✓F 1 ENCLOSURE 25.2' WITH POOL 'O — [ � 42.0' SCREENED CONC DECK 1.2 Jd 53.9' v 3.4' SINGLE FAMILY p LOT 13 0 F" 3' oNc I v BLOCK 6 0 CONC RESIDENCE w K O 0 #2405 COV 0 STEPS CONC LOT 6 I rn w BLOCK 6 I� 3 � CONC O WALK 0 0 0 ^20.3 0 - ,_' 4.0' ONC .!•:,�:: '.:>... .: a STEPS W.F. I O 'COIJC::.Z .•'CONC�.;',.�>::�..:':;'. SHED 0 ;APRON.�.•c,^e 24.0' N 1/2 OF LOT 7 BLOCK 6 .2' LOT 14 SET 1/2- I.R. - FOUND BLOCK 6 AND CAP LB p7020 N90100 0"W 130.00'(P&M) NO I.D. o REMAINDER OF o LOT 7 o BLOCK 6 0 o NOT INCLUDED o r0 rT 130.00'(P&M) I LOT 8 I LOT 15 I BLOCK 6 BLOCK 6 I / QL ASPHALT = BRICK ..:',•a.`,..•-'...y,,'.-,..._,�',<.' = CONCRETE = PAVERS = LINE BREAK = OENTERLINE 0• BSL = RIGHT—OF—WAY LINE = BUILDING SETBACK LINE —x—x—x—x—x—z—z— = PVC —VINYL FENCE/VF —0-0—o—o—a—❑—o— = WOOD FENCE/WF —0-0-0-0-0-0-0— = CHAIN LINK FENCE/CLF 11HU = OVERHEAD UTILITY LINES FLOOD ZONE INFORMATION: MAP NUMBER: 12117C 0070 F DATE: 09 8 07 ZONE: X CERTIFIED TO KELSEY BRIERLEY D = DESCRIBED POB = POINT OF BEGINNING d/b/a = DOING BUSINESS AS POC = POINT OF COMMENCEMENT D.E. = DRAINAGE EASEMENT POL = POINT ON LINE D.U.E. = DRAINAGE & UTILITY EASEMENT PRC = POINT OF REVERSE CURVATURE EOP = EDGE OF PAVEMENT PRM = PERMANENT REFERENCE MONUMENT EOW = EDGE OF WATER PSM = PROFESSIONAL SURVEYOR & MAPPER F = FIELD PT = POINT OF TANGENT FF ELEV = FINISHED FLOOR ELEVATION R = RADIUS I.D. = IDENTIFICATION RAD = RADIAL I.R. = IRON ROD RP = RADIUS POINT I.P. = IRON PIPE R/W = RIGHT OF WAY L = ARC LENGTH S/W = SIDEWALK LS = LAND SURVEYOR TBD = TO BE DETERMINED LB = LAND SURVEYING BUSINESS TOB = TOP OF BANK M = MEASURED (TYP) TYPICAL NR = NON —RADIAL U.R. = UTILITY ROOM O.R. = OFFICIAL RECORDS U.E. = UTILITY EASEMENT P = PLAT WM = WATER METER PC = POINT OF CURVATURE WPP = WOOD POWER POLE PCP = POINT OF COMPOUND CURVATURE TELE PED = TELEPHONE PEDESTAL PCP =PERMANENT CONTROL POINT ELEC = ELECTRIC PI = POINT OF INTERSECTION P/E = POOL EOUIPMENT T-, = UTILITY POLE ® = SET 1/2" I.R. & CAP LB #7020 NOTES: Q = FOUND PROPERTY CORNER 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS 0 = FOUND CONCRETE MONUMENT PROVIDED BY THE CLIENT. ® WELL 0 O = UTILITY RISER 2: THIS SURVEYOR HAS NOT ABSTRACTED THE LAND © = GAS METER SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR = LIGHT POLE RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE } = curwlRE OR USE OF THE LAND. Wm = FIRE HYDRANT ® = WATER METER 3: DO NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR IMPROVEMENTS. (BUILDINGS, FENCES ETC...) 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED ADDRESS: EXCEPT AS SHOWN. 2405 ADAMS COURT 5: NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE SANFORD, BEEN LOCATED EXCEPT AS SHOWN. FLORIDA 32771 6 NO WETLANDS AND/OR OTHER NATURAL FEATURES Bradley Cox & Associates Land Surveying C A 4VD w. zmn btreet Y Sanford, Florida 32771 Phone (407) 323-9202 Fax (407) 324-9661 WW W.BRADLEYCOXSURVEYING.COM HAVE BEEN LOCATED EXCEPT AS SHOWN. 7. THIS SURVEY SHALL NOT BE USED FOR DESIGN OR JOB # BCA20424 CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION FROM THE SIGNING SURVEYOR. DRAWN BY: SM 8: THIS SURVEY IS NOT V OUT THE SIGNATURE AND THE ORIGINAL RAI PATll 1 , 0� FLORIDA LICENSED SURVEYOR AND MAPP c£ CHECKED BY: BC FIELD BY: JB I HEREBY CERTIFY THAT SURV�l. Y9F THE ON DESCRIBED PROPERTY WAS PREPAR NDER MY DIRECT S VISION AND (FIELD DATE:) 1 2/20/1 7 MEETS THE STANDARDS P pC+�TICF�(/5ET�{�}p� pRT�H THE FLORIDA BOARD OF PROFESSION UIIAWO "%` IN CHAPTER 5J-17, FLORIDA ADMINI TIVE CODE ,_,pURSUA 0 CHAPTER 472, FLORIDA STATUTES. STATEOF a` 4^s6C_ SURVS4D 12/22/17 REVISIONS: BRADLEY G. COX, #5567 (DATE) CERTIFICATE OF AUTHORIZATION LB #7020 __ REQUMED INSPECTION SEQUENCE --Bpg- toes - Address: o..j— c A'�_,c,_ -?-- I[IROMOING PISPMT /0 DescApdon. Footer / Setback Stemwall Foundation / Form Board. 'Survey Slab fIvIono Slab Pre our Lintel / Tie Beam / Fill Down Cell Sheathing— Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco ./ Siding Insulation Final Final Utility Building J Final Door Final Window- /&X) Final ScreenRoom Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family- Residence Final Building (Other) Ilmn max. Insp eflon Desvri2t�on ® If -Electric. Underground =_ Footer /'Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final IN - 1­ ­. Min mzm 1!;; - - _11. ,-, KNI "Mt7Z_j,3 - Ca Max, 1_Ilmspmflon Descri2tion :Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 11111"Mil" m", Mechanical Ro_agh Mechanical. Final " I "E.N Gas Rough ........... Woul". — REVISED: Aine 2014 IC THIS INST�ENT �,�t� RED BY• � Name- 1 VT 1i'r''r'li' Cii;tll'i' ;f_I'i:(I%!O..i= ::U1.Jhil'{ Address: :.It! t}' _ i;i 1_f I'i t i)1.ir: s' -. i:Cii`IP F:?i1 LEC: tl'. CIERMS 0 201.8017163 NOTICE OF COMMENCEMENT �t.:s7));(^.jc_:�:: ,:. [fi.,i..:;t, �:i'_i.•%ll�: L'.4 ri- i��iT-, 1,1i„i_{t_t State of Florida County of Seminole Cr (a Permit Number: l 1 Parcel ID Number: , '- 1 CI The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Ch. rlcrida Statutes, the following information is provided in this Notice of Commencement. DEL, OF PROPERTY: (Legal description of the property and street address if available) C} . GENERAL DESCRIPTION OF IMPROVEMENT: )n� a � � S (y e-en . OWNER INFORMATION: Name: Ntb C-IcA Y j C.K.. Address: ql� 175 Boa nn C C} !I X Y) �0-�-- y C1 C 1-. 3aI I . Fee Simple Title Holder (if other than owner) Name: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In '�imseif, Owner Designates of To receive a copy of the Lienor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I h e r d the foregoing and that the facts stated in it are true tot st of yrf"y kno and (� ' Ownefs Signature owners Printed Name Florida Statute 713.13 1 ( )(g): The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' , ,.; :;:-,,•�,, :� �' � State of 1lao County of The foregoing instrument before me this 1 day 1 20 was acknowledged of 9 9 9 y by C .L D r'Who is ersonall known to mep y 4z"', Name of person making statementOR Oduced identification type of Identfficafion produced: _❑ `-'t= iii C{ U::�`QQ JULISSA ECHAVARRIAz �- MY COMMISSION # GG137490 Vl �Qr ✓1 a I L E9' EXPIRES August 23, 2021 Notary Sig ure OPCO s SCREENS SINCE 1974 850 E. Semoran Blvd Casselberry, FL 32707 Ofc: (407) 834-7100 Fax: (407) 834-3197 www.bobspoolsandscreens.com Pool Enclosures, Screen Rooms, Deck Work, Elite Roofs & Repairs -sift PA 1L Lic# CPC1457513 / SCC131149997 JOB # 2-"9 5 NAME ams DATE ADDRESS PHONE CITY STATE ZIP EMAIL LOT# SUBDIVISION OTHER SALES REPRESENTATIVE BRONZE WHITE ❑ PATIO XIDOME ❑ MANSARD DOOR TYPE: 8" 16" 24" SCREEN MESH ROOF: 18 x 14 20 x 20 GUTTER: 5" 7" KICK PLATE: 8" 16" 24" FAN BEAMS: DESCRIPTION: 1Y)SV .\ \ 0DW -P .VIN L ❑ GABLE ❑ SHED ❑ OTHER DOOR SWINGS: SCREEN MESH WALLS: ELITE ROOF: PET DOORS: SM M L XL TEAR OUT: �_e, We hereby propose to furnish labor & materials - Complete installation to existing premises in accordance wah4,he tcspecifications, for the sum of: DOLLARS $ With payments to be made as follows: All materials guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. This proposal subject to acceptance within days and is void thereafter at the option of the undersigned. DISPUTE RESOLUTION: Any and all claims, disputes, and other matters in controversy between Contractor and Owner in any way arising out of or pertaining to this contract or the formation of this contract shall either be determined pursuant to litigation in a court of competent jurisdiction in Seminole County, Florida, or, at Contractor's sole and exclusive discretion, though binding arbitration conducted pursuant to Chapter 682, Florida Statutes, and in accordance with the rules for swimming pool arbitration adopted by the Central Florida chapter of the Florida Swimming Pool Association, Arbitration Committee, and said rules are hereby incorpo- rated by reference into the terms and provisions of this contract. A copy of said rules may be obtained from Contractor, or by writing the FSPA chapter. Owner may not initiate or require arbitration of any dispute without Contractor's consent. In the event Contractor elects to commence arbitration proceedings rather than initiate judicial proceedings, Contractor may commence such arbitration proceedings by sending a written request for arbitration to Chairman of the local FSPA chapter, together with a filing fee as required by the rules. In the event Owner commences litigation in court, Contractor, at Contractors sole discretion, may, but is not required to, compel arbitration, and in event contractor elects arbitration as the dispute resolution methodology in connection with Owner initiated judicial proceedings, Owner agrees to and shall be responsible for payment of any arbitration filing fee related thereto as a condition precedent to dispute resolution. Owner agrees to abide by Contractor's selection of the dispute resolution forum. The above prices, sl be made as outlined Bob's Pools Authorized Signature ACCEPTANCE OF PROPOSAL itions are satisfactory and are hereby accRpT6d_.are authorized to do the as specified. P' yment will Accepted Date - 9 '8 t Nature Any alteration or deviation from the above specifications involving additional material or labor costs must be in writing and signed by both parties and will become an extra charge over the sum set forth in this Agreement. If Owner prevents Contractor from completing this contract or Owner defaults in any provisions of this contract, including non-payment of sums due under this contract. Interest on past due payments will accrue at a rate of 1.5% monthly (18% per annum). If payment is over 30 days delinquent, a lien will be executed on the property and Owner will be responsible for any fees incurred there from. If Contractor has to acquire the services of an attorney or collection agency to obtain payment of sums due under this contract, including through bankruptcy or probate proceedings, Owner shall pay all costs of collection in addition to the sums included in this Contract, including court costs and or costs of arbitration. Contractor shall have the right but not the obligation to require that any disputes under this Contract be handled via arbitration. On Owner's default or non-payment of sums due under this contract, Contractor shall have the right to withdraw the equipment, fixtures and materials including filtration and plumbing equipment supplied by Contractor. Contractor shall retain title and ownership of all equipment and accessories, whether affixed to Owner's property or not, until all amounts due under this contract have been paid. Signed contract and initial deposit must be received prior to placement of materials order. A Notice to Owner may be sent by the paver manufacturer to inform you that an order for pavers has been placed for your property. Contractor is not responsible for dust, including dust on screen enclosures, unless contracted for at an additional fee. Owner agrees to notify Contractor of any leaks within one month of completion of work. Contractor shall make every honest effort to locate the leak in areas where leaks often arise such as around skimmer openings, return fittings and main drain grates. If Contractor is unable to locate the leak an independent leak detection company will determine the location of the leak. If the leak is unrelated to the renovation, Customer shall bear all expenses of leak detection and repair by the leak detection company. Owner is responsible for inspecting the materials proper color and shape prior to installation. All sales are made in accordance with the manufacturer's samples which Owner certifies he/she has approved. NO GUARANTEE OF EXACT COLOR OR SHADE IS MADE. Difference in color related to sample materials is a manufacturer issue and can occur with paver products. Contractor is not responsible for color differences. Payment of sums due under this contract shall not be withheld due to color differences in relation to manufacturer's samples. All materials and equipment shall be as specified and all work will be performed in a good and workmanlike manner in accordance with standard industry practices and procedures. Manufacturers Warranty on exposed aggregate material exists for a period of ten years from the date of completion. Manufacturer provides a Lifetime Warranty on pebble material. Contractor warranties workmanship for a period of one (1) year from the date of completion. Swimming pool must be in structurally sound condition. No warranty is given against spot etching or streaking as these imperfections are standard in industry and cause is indeterminable. Pool finish is hand troweled and may show imperfections and streaking, particularly at night under the pool light. This is standard with a hand troweled finish and Owner agrees that such imperfections are acceptable under this contract and will not be considered a defect. Some loss of aggregate is expected, especially in a new installation. In the event there is a defect in an area of finish, Contractor shall have the right to repair only the defective area. Owner acknowledges that some cosmetic variation may occur. Proper water balance and monthly detailed logs of pool maintenance must be maintained to validate warranties. Warranty excludes damage caused by other contractors, owner neglect, physical abuse to the pool, failure to maintain proper chlorination, acts of nature or other phenomenon beyond Contractor's control, or settling due to the failure of sub grade. Contractor is not responsible for any efflorescence or discoloration of pavers after pavers have been sealed. Balance due upon completion means when the pool has been refilled and the water is circulating. Owner agrees that a punch list of items that need additional attention does not fall within the definition of completion and balance shall not be withheld due to such list. Contractor will make every effort to ensure that work is completed in a timely manner. Contractor shall not be responsible for any damages caused to Owner by reason of any delay in completion of the work specified herein, regardless of the cause for the delay. Owner shall be responsible for locating all underground utilities prior to commencement of any excavation of preparation of the site for contracted work. Contractor is not responsible for damage to any underground utilities that are not located by Owner prior to commencement. Contractor does not assume any responsibility for damage to landscaping, outdoor lighting, or sprinkler systems. Owner agrees to maintain full fire, tornado and other necessary insurance. If in violation of this Agreement, Owner shall be responsible for any attorney's fees and costs incurred by Contractor to enforce this Agreement. This Agreement represents the entire agreement between the Contractor and the Owner and supersedes any prior written or oral agreements or representations as to that work. Any verbal agreement must be written on this contract to be part of the contract. No provision of this Agreement may be modified, waived or amended except in a writing signed by both parties. This agreement and all warranties are non -transferable. This Agreement may be revoked if not signed within 30 days.