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HomeMy WebLinkAbout151 Walnut Crest RunPermit # Job Address: s1 J� Historic District: CITY OF SANFORD PERMIT APPLICATION Date: Zoning: Value of 06 RECEIVED JAN 2 4 20071 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Z`�'- �a2 bTa�e�-1b90 (Attach Proof of Ownership & Legal Description) Owners Name & Address: V i lC ��/ L t-:�1 i" mA Phone & Fax: Bonding Company: Address: Mortgage Lender: _ Address: Address: Phone: Fax: 4A�- 3311- _F066 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. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 pe 'i is veri� a on thtri will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Sign=S w er/Agent Date 'gnature of Contractor/Agent Date U r� y a-ryM Print Owner/&egOs Owner/&eName Prin ntractor/A en' 's S' nature ofNotary-State of Florida Date Signature of Not r to o Flo ri Date .�sr► Becky Rogers Owner/Agent isll_dPersonally Known to Me or Contractor/Agent is _ ersonall Known My Commission DDI 80133 _ Produced ID 7L T_4 n6 �- 2'71- 7% _ Produced ID q ^ © % Expires F br ary 14, 2007 APPLICATION APPROVED BY: 131 �bning: Utilities: FD: ���� (Initial 3c te) (Initial C Date) (Initial &Date) (Initial Date) Special C Notary Public State of Florida JLFry My Commission DD532828 OF a Expires 03/26/2010 $35 $OW ER OF ATTORNEY DATE: I hereby name and appoinf��MQ An,n -e- of Affordable Screen & Patio, Inc. to be my lawful Attorney -In -Fact to act for me and apply to the OBuilding DepartYnent for a permit for work to be performed at a location described as: Parcel ID # C9 Q- 107p Lot O_ Block Subdivision: t"Af'e S.e,C'Je 0.r- �� Moo (Address of Job) \ (Owner of Property & Address Zn c..r.o sign my name and do all things necessary to this appointment Type and print name of Certified Contractor Signature of &rtified Contractor The foregoing instrument was acknowledged before me this! � t:2 v/ny is personally known tom Who produced as identification and who di not take an o . State of Florida Notary Sii;natu Notary Name me Printed county/4 Seminole secky Rogers (Seal) My Commission DD180133 t Expires February 14, 2007 J Date: / ?Y/ �> rS Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 R�._a . ..� ,� � � a 7 1 I iql S7 a I c;`:• t�k a p. ❑AVID JOHNSON CFA. ASA 2 PROPERTY1d �' 17 � 139 z .6 ('. 189 ' APPRAISER 1' a" 1 '1 SEMINOLE COUNTY Fl. .1 {, 1 1101 E. FiRsT sT 1 4ANFORD, FL 32771-1488 1t 407 •665 -7506 E t11, c � 118 11A t:U 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 22-19-30-502-0000-1090 Number of Buildings: 1 Owner: ARCHANA GATTU & Depreciated Bldg Value: $163,750 Own/Addr: THUMMA VIJAY K Depreciated EXFT Value: $0 Mailing Address: 151 WALNUT CREST RUN Land Value (Market): $40,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 151 WALNUT CREST RUN SANFORD 32771 Just/Market Value: $203,750 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $203,750 Tax District: S3-SANFORD-WATERFRONT REDVDST Exempt Value: $0 Exemptions: Taxable Value: $203,750 Dor: 01 -SINGLE FAMILY Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $4,027 QUIT CLAIM DEED 12/2005 06058 1137 $86,700 Improved No 2006 Taxable Value: $204,577 WARRANTY DEED 02/2005 05676 0660 $216,500 Improved Yes DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 109 PRESERVE AT LAKE MONROE PB LOT 0 0 1.000 40,000.00 $40,000 62 PGS 12 - 15 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2005 9 1,042 2,938 2,476 CB/STUCCO $163,750 $165,404 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 441 Appendage / Sgft OPEN PORCH FINISHED/ 21 Appendage / Sgft UPPER STORY FINISHED / 1434 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=22193050200001090&c... 1/23/2007 r--- -•-• - ----- ---- -- -- . -- - — --- - NOTICE OF COMMENCEMENT STATE OF FLORIDA . COUNTY OF &4tO(--�)?,, IRI1IIIll itlot Hall itIll itall ItIll llIll IIIll atWif111111111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY AK 06566 Pg 0789; (ipg) CLEWS* 2007012387 RECORDED 01/24/2007 01:07:01 PM RECORDING FEES 10.00 RECORDED BY H DeVore r'ERTIFIED COPY Permit No. MARYANNE MORSE Tax Folio No. (PID) cla_CLERK OF CIRCUIT COURT 1 SEMINO Y, FLORIDA This Instrument Prepared by: tn�l c' I SWI,BY DEPUTY CLERK Y JAN 2' 4 200�Q Return to: The undersigned hereby gives notice that improvement(s) will be made certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal Description of the property and street address) Loi 109 )Mqnio(E' P6 L2 PSS iz- tS 15-1 -GENERAL DESCRI-TION OF DIPROVEMENT , ('•e R-(1 `1) c=, o yy. OWNIgWINI+ ORMATION Name 1 �a,-\j 'A -t\0 -In fYl Telephone # ' {0"7 - (ny 1-4SVi , Address Facsimile # q6 b FEE SIMPLE TITLE HOLDER (If other than owner shown above) Name Telephone # Address Facsimile # CONTRACTOR Naive ,r .a y - Address SURETY (BONDING COMPANY) (IF ANY) Name and Address LENDER (IF ANY) Name and Address Telephone It � N • '� `�6 _� 0 (a___ Facsimile # 0') .- '�,'j3�-"ZjLi Ivvmmvvmmmmmmrmvvmmmmmmm■emmvmmmemmmvmmmm.....mmvmmmm.maws■■mmmmmmmmmm mmmmvmmmmmmm■ 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)(a)7.,Florida Statutes: Name & Address v v m m v v a .......................... v .......................................... Persovvmnsm witmhinvm the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and Address Immmmmmmvmmmmmm mammmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmvmmmmrmmmmvmvmmmammmmev■ In addition to himself, Owner designates of To receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes. IavmmvvmmmmmvmmmmmmmmsmmmmmmmmmmmmmmmmmmmmmmmmmvmvmmmmmmmmmnvmmIIevavmvIImnmmmvmmmmmv■ Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recor • g u es a different date is specified.) 2o1►s'Y °v' Notary Public State of Florida JLFry My Commission DD532828 f!. Signature Of Own b'rYOF., Expires 0312612010 Sworn jo andjuVribed b�-� efore me this -— Day of , 20 . 03 A My Commi:;cion Expires Nary Pu6fic T e oregoing instrument was acknowledged before me this _ 9 day of V' 20a7 by (Name of person acknowledged), who is personally known to m (as roduced L- - - '7 (Type of identification), a identification and who did/not take required Code violations found during inspection io to be corrected. �o Plan/permit issuance does not grant approval of a code violation. 2004 FBC109-1 V-) PLANS EVIEWED C M OF ANFORD N, Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to fi verify structural adequacy N"; WALK IS ::. 4' C/Nl•• .:: �.�::`:".; WALK IS — 0.2' OFF, j = . n 0.2' OFF S54 NI '2311 E Nm� 50.00' OAI O,p I 1 r•i I O1 I �6� PC - 378.62' / 339.42' N54'23'11"W 718.04' CENTERLINE 0� RICHT-OF-WAY PT FOR THE BENEFIT AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-07-05 UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F,E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 109 BEING S35'36'49"W PER PLAT. (FIELD DATE:) 08-25-04 REVISED: SCALE: 1' = 30 FEET APPROVED BY: Si FINAL 02/07/05 RSO JOB NO. ASM39721 FORMBOARD 10/04/04 DLC DRAWN BY: PLOT PLAN 4/12/04 SDO LOT FIT 12-27-02 CKB WALNUT CREST RUN 50' RIGHT-OF-WAY NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 109, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 CF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LB 16393 (02/07/05) CSX RAI _ROAD R/W — RIGHT OF WAY LINE Q OLD MAIN LINE TRACK 4 EXISTING ELEVATION (UNPLATTED PER THIS PLAT) LS 168 (02/07/05) 50.00' O FND 1/2- IRON ROD AND CAP N54'23'11 "W CONCRETE .-- ---------- 1 � LB LICENSED BUSINESS l 1 LOT 109 ' 1 CORNER NOT ACCESSIBLE LS �90 U 7250 SO. FT. 0 DENOTES DELTA ANGLE 0 25' BERM & i 1" 30' L LANDSCAPE EASEMENT I 1 GRAPHIC SCALE PERMANENT REFERENCE MONUMENT I 1 0 15 30 PCP ` / PC DENOTES POINT OF CURVATURE POL SVRVEY CLOSURE LINE j POL 'Izw PER PLAT PI N54* j 5 00' I m M) MEASVRED I I L DENOTES POINT OF REVERSE CURVA TORE FND I W I W PTC DENOTES ES POINT OF TA GENCY I W a IQ CONCRETE WALK TYP I W I 1 W S/W SIDEWALK Y I� AIR CONDITIONER CP CONCRETE PAD CBW CONCRETE BLOCK WALL r5. 6.7' 0'a CONCRETE SLAB LOT 110 5.0 40.0,14 LOT 108 CHORD LENGTH L4 a z OVERHEAD UTILITY LINE PK ¢ a Z un a 10 IDENTIFICATION o TWO STORY o 4 - POL A b CONCRETE BLOCK U1 AND WOOD FRAME o POC POINT OF CURVE n RESIDENCE m L.a POINT OF COMPOUND CURVE _ 0o FINISHED FLOOR "l CI)naa ELEVATION=18.30' x� PLANS LANS o � CO,.;VERED 16 COVERED n. REVIEWED iaa' a�'.: ,+ •� 20.7' ENTRY T 56"S.D16;0' ri 12.4' M1•^: 'T 5.0 1I '.:;:,:,.,.t TY VlO■SAFORd fill ,;.'•� ; 1.0 oli 1 o I CONCRETE 1 :QRiVE 3 C/N i A cn � r t.: • ill I .,. _.0 -------O 76 UTIUTYi 0 2 - 1 !EASEMENT: WALK IS ::. 4' C/Nl•• .:: �.�::`:".; WALK IS — 0.2' OFF, j = . n 0.2' OFF S54 NI '2311 E Nm� 50.00' OAI O,p I 1 r•i I O1 I �6� PC - 378.62' / 339.42' N54'23'11"W 718.04' CENTERLINE 0� RICHT-OF-WAY PT FOR THE BENEFIT AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-07-05 UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F,E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 109 BEING S35'36'49"W PER PLAT. (FIELD DATE:) 08-25-04 REVISED: SCALE: 1' = 30 FEET APPROVED BY: Si FINAL 02/07/05 RSO JOB NO. ASM39721 FORMBOARD 10/04/04 DLC DRAWN BY: PLOT PLAN 4/12/04 SDO LOT FIT 12-27-02 CKB WALNUT CREST RUN 50' RIGHT-OF-WAY NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB16393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 I HEREBY CERTIFY, THAT 7HiS BOUNDARY SURVEY, SUSJECT TO THE SURVEYOR'S NOTES CONTAINED HERZON MEETS THE. APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTEP 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT 70 CHAPTER 472.027. FLORIDA M. DeFILIPP'O PSM LEGEND FND 1/2" IRON ROD AND CAP — CENTERLINE 0 LB 16393 (02/07/05) - — — RIGHT OF WAY LINE Q FND NAIL AND DISC 4 EXISTING ELEVATION LS 168 (02/07/05) O FND 1/2- IRON ROD AND CAP CONCRETE LB 168 (02/07/05) LB LICENSED BUSINESS CNA CORNER NOT ACCESSIBLE LS LICENSED SURVEYOR 0 DENOTES DELTA ANGLE PSM PROFESSIONAL SURVEYOR AND MAPPER L DENOTES ARC LENCTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASVRED DENOTES POINT OF REVERSE CURVA TORE FND FOUND PTC DENOTES ES POINT OF TA GENCY C/W CONCRETE WALK TYP TYPICAL S/W SIDEWALK A/C AIR CONDITIONER CP CONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH OHU OVERHEAD UTILITY LINE PK PARKER KALON 10 IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB16393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 I HEREBY CERTIFY, THAT 7HiS BOUNDARY SURVEY, SUSJECT TO THE SURVEYOR'S NOTES CONTAINED HERZON MEETS THE. APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTEP 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT 70 CHAPTER 472.027. FLORIDA M. DeFILIPP'O PSM GLASS & MODULAR ROOMS INTERIOR BEAM (SEE TABLES 3B.1.4) {ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 38.1.5) 'DRi s SECTION 313 HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST CAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. lu f Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-0774 FAX: (386) 7676556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3B"1 F—SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.I A & 3A.1.2) 'LW' FOR MAX. UPRIGHT / H* HEIGHT (h) 1" x 2" MIN. 3-112" SLAB ON GRADE OR RAISED FOOTING VARIES (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W1 SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH N TE CON FOR ROOF. BEAM ____ „»; �M»W .'P/2' .. ....... ALLOWED -- (SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS w (SEE TABLES) z j t- O.H. U) . SOLID ROOF / w CSO MAXIMUM / (ELEVATION SLAB OF), GRADE) P = PROJECTION FROM BLDG. LW =LOAD WIDTH VARIES VARIES Ix------ - ' P' VARIES NOTES: BACK 1. ANCHOR 'I" x 2" OPEN OF UPR GHTOANCHOR 1 ' x 2" TO WOOD WALL W1#1 2-1/4" CONCRETE 0 Rx 2-1/2" S.M.S. O.C./ AND W1 IN 6" EACH SANCHOR BEAM AND WASHERS OR x 2-1/2" ORASHER HEADED CLIPS AND (2) #8 SRCREWS WOWA HERS @ EACH POINT OFUMN INTERNALLY ORR W/ANC CONNECTION, BEAM FORTH WALLOAD WIDTH IDTH VALUE OF P/2 OR P12 + O.H. 2. SELECT FRONT WALL L BEAM FROM TABLES 3. SELECT SCREEN ROOM FOR VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING 4. ANCHORS BASED ON 120 MPH WIND CONVERSION: 100 -123 1 130 140 1 1 w #8 1#,1 #12 I #12 TYPICAL sCREENROOM ������® SCALE: 3116 V-0" �® . Lawrence E. Bennett, P.E. FL #' CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (366) 767-6556 PAGE I © COPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUTThIE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-112" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: '2) #10 x 1-1 /2" S.M.S. -HROUGH SPLINE GROOVES ;IDE WALL HEADER %TTACHED TO 1" x 2" OPEN 3ACK W/ MIN. (2) #10 x 1-1/2" 3.M.S. ATTRr wc=r SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4) 1l4" x 4" LAG BOLTS W1 1-114" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES - 2" x 2" OR 2" x 3" HOLLOW SECTION 3A RISER PANELS ATTACHED PER CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-112" S.M.S. IN SCREW BOSSES SECTION 3A IIA" x 6" RAWL TAPPER THROIJGH 1" x 2" AND ROW _OCK IN10 FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENE=D ENCLOSURE FOR BRICK OR OTHER. NON- STRUCTURAL KNEE WALL 1" WIDE:( 0.063" THICK STRAP D EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE !,'BALL. AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 4" MIN (2) #5 BAR CONT. (1) #5 BAR CONT. a 2'-0" MIN. 3-1/2" (TYP. BEFORE SLOPE ALL SLABS) a _ —o— 4. �j7 � — -FYPE I TYPE 11 TYPE III AT SLOPS / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOP FOOTING 11-1011 0=2" / 12" 2 / 12 V-10" 1. Thi; foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil sh;:rll be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection frorn the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2".(4" nominal) thick. 4. Monolithic slabs and footings shall bg minimum 2,500 psi concrete with 6 x 6 - 10 x '10 welded wire mesh or crack control fiber mesh: Fiber_mesh o MQab.,_InForceT"' e3 TM (Formerly Fibermesh MD) per maufacturer's sp:;cification may be used'in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. . (Soe additional detail for structures located in Orange County, FL) 6. If Ei carrier beam or fourth wall frame is reggir_ed use a Type II footing minimum. /SLAB -FOOTING DETAILS SCALE: 3/4" = 1'-0" - A nen LaWI•ence E. Bennett, P.E. FL # 16644 p���aaaa CIVIL ENGINEER • DEVELOPMENT CONSULTANT f P.O. BOX 214368, SOUTH DAYTONA. FL32121 �� TELEPHONE: (386)767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A-4 ^�— NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E0 BENNETT. P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 A u,nr For 3 second wind gust at JJu mrn velvcny, U* 11V ..—y„ •-•-•- --• • - Tributary Load Width W'= Purlin Spacing Sections 3'-0" 3'-6" 4'-0" 4'-6" 5' 0" 5'-6" 6'-0" 6'-6" Allowable Height 'H' I bending 'b' or deflection 'd' _ 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8' 9" b 8'-2" b T-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b b 2" x 2" x 0.055" -HO ilow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6- 6" 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8' 4" b 7' 11" b 7'-8" b 7'-5" b 7'-2" b b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 127-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b b 2" x 4" x 0.045" s.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b b 13'-6" b 16'-8" b 12'-11" b 16'-0" b 12'-6" b —T5 -'-5-;7—b- 12'-1" 14'-11" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b b 19'-3" b 21'-3" b 18'-3" b 20' 2" b 17'-5" 19'-3" b 18' 5" b 17'-9" b 17'_1" b 16'-6" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 9'-2" b 8' 8" b 8' 3" b 7'-11" b 7'-7" b 74" b 7--l" b 2" x 2" x 0.044" Snap 11'-3" b 14'-4" b 10'-5" b 13'-4" b 9'-9" 12'-5" b 11'-9" b 11'-2" b 10'-7" b —10-2" b 1 9'-9" b 1 9'-5" b 9'-1" b 2" x 3" x 0.045" 2" x 4" x 0.045" Snap Snap 17'-7" b 16'-3" b 15'-3" b 14' 4" b 13'-7" b 12'-11" b 12'-5" b 1 7'-4" b 4" b 7'-0" 8'-11" b 8'-8" b For 3 secona wlna gust at i4v mrn vc,va nr, .•�.•� �•� ••y•• •___ _. _ _ .. Load Width 'W'= Purlin Spacing Sections 3'-0" 3'-6" Tributary 4'-0" 4'-6" Allowable Height 'H'/ bending 'b' or deflection 'd' — 2" 2" x 0.044" Hollow 8'-8" b 8'-0" b 7' 6" b 7'-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5' 8" b 5'-6" b x 2" 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6' 11" b 6'-8" b 6'-5" b 6'-2" b b x 3-,-,x 2" x 0.045" Hollow 10' 5" b 9' 7" b 8'-11" b 8' 6" b 8' 0" b 7' 8" b 7' 4" b 7'-1" b 6'-10" b 6'-7" 6'-7" b 12'-1" d 11'-5" b 10' 8" b 10 1" b 9' 7" b 9'-2" b 8' 9" b 8' 5" b .8' 1" b 7'-10" h _. �.. 3" x 2" x 0:070" Hollow 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11", b 9'- " 10'-7" b 8'-9" b 0--2" b 8'-5" b 9'-9" b o -� 9'-5' b 2" "-O'pS0"'` f�Bftov7i 14'-11" b IT -10" b 12' 11" b 12'-2" b 11'-7" b 1'-0 b b 12'-5" b 1'-'11" b 11'-6" b 11'-1" b +� x 4".x 0.046" S.M.B. 17'-6" b 16'-3" b -1--b 15'-2" b 14'-4" b 13'-7" b -11" 4" 4'-9" b 14'-2" b 13' 9" b 2" x 5" x 0.050" S. c 21'-8" b H07 187-9" b 17'-9" b 16'-10" b 16-0 b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2 ' p.0� o-- S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b -W--P—b 1 B' 7" b 17'-9" b 6'-9" b 6'-6" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 7'-11" b 7'-7" b 7'-4" b 4" b 7'-0" 8'-11" b 8'-8" b 8' 4" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b b 10'-9" b 13'-2" b 10'-3" b 12'-6" b 9'-9" b 11'-11" b 9' 11'-5" b 10'-11" b 10'-7" 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" Notes: distance from upright to center of brace to beam connection tot e 1. Above spans do not include length of knee brace. Add horizontal above spans for total beam spans. 2. Spans may be interpolated. W, � * R", so Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE p © cOPYRIGHT 2009 3A -Z4 NOT I'D BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BEIJNETT, P.E. SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 171/2" S.M.S. OR WOOD SCREWS @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL 111EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS '•. •rj'. .. . .i.''' [ :::;:':: 4- ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" WOOD STRUCTURES SHOULD CONNEC RUSS BUTTS OR -TRE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTS E N`E-Tf!WSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 150 #8 1 #10 #12 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE 7-4 1© COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. f0 SOLID ROOF PANEL PRODUCTS � SECTION 7 Table 7.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" x 48" x 0.024" Roof Panel Screen Rooms Glass & Modular Rooms Overhang ! Wind Open Structures Mono -Sloped Roof & Attached Covers Enclosed Cantilever Overhang ! Re .gion 1&2 3 4 1&2 3 4 1&2 3 4 All span span span Roofs Enclosed span span span span span span 22'-9" 21'-11' 15-1 17'-9" 1 4'-0" 1 &2 3 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 7_10 20'_11„ 20,_2„ 13' 9" 15' 4" 14'-10" 4' 0" 4 1ffiH 21'-4" 23'-10" 23.0„�7-5 22,_9" 21,_11" 19'_5" 18'_10„ 12,_6" 13'-114'-0" All Roofs 12 20'-0" 19'_6" 21'_10" 21'_1„ 18-11" 18' 3" 11' 8" 13'_8„ 13'_2" span 130 MPH 18'-0" 20' 2" 19.5" 15'_1" 17'_9"11' 1„ 12'-11" 12'-6" 4' 0" span 140 MPH 1274" 137_9„ 13_3„ 1277" 13,_9"10'_3" 11'4„ 11'_1" 10' 4" 24'-11" 27'-11" 27,_0" „ 3' 9" 13'_3" 12' 4" 13'-9" 13'-3" 9'-6" 10'-8" 25'-9" 150 MPH 12 4 1 - 3" x 48" x 0.030" Roof Panel Screen Rooms r Rooms Glass & Modula' Overhang ! Open Structures Mono -Sloped Roof &Attached Covers Enclosed Cantilever Wind Region 1 &2 3 4 1 &2 3 4 _1&2 3 4 All Roofs span span span span span span span span span 4'-0" 101) MPH 24'-11" 27'-11" 27,_0" 23'_10" 261_8" 25'-9" 18'-8" 20'-10" 20,_2„ 4'-0" 11D MPH 24'-11" 27'-11" 27'-0" 21-11 24'-6" 23' 8" 16.2„ 19'-3" 8, 8„ — 4'-0" 121) MPH 23' 10" 26' B" 25' 9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 16'_0„ 15'-10" 15_6„ 4'-0" 123 MPH 22'-11" 25,_7" 24'-9" 19'-10" 22'_2" 21,_5„ 14,•4„ 13'_7" 15'_2„ 14'_8„ 4'-0" 13D MPH 21'-2" 23,_7" 22.10„ 187.8" 20_10" 20,_2„ 14'-2" 137-8" q'_0„ 141) MPH 14' 5" 16' 2" 15' 7" 14'-5" 16'-2" 15'-7" 12'-8". 11 13'_2„ 12'-9" 4'-0" 150 MPH 14' 5" 16' 2" 15 7" 14.5, 16'-2" 15.7„ _2" 4" x 48" x 0.024" Roof Panel Screen Rooms Glass &Modular Rooms Overh=^" I Open Structures Enclosed Cantilever Wind Mono -Sloped Roof & Attached Covers Region _ 1&2 3 .4 1&2 3 4 1&2 3 4 Roofs span span span span span span span 17' 5" span 19' 6" span 18'-10" 4'-0'� 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1' 17'-5" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1" 18'-0" 120 MPH 22'-3" 24'-11" 24,_1" 19,_1" 21'-4" 20,_7„ 13'_9" 15' 4" 14' 10" 4' O" 123 MPH 21 _5' 23.11' 23.2„ 18'_6" 20' 9" 20'_0„ 13'_5' 14'-11" 14' 6" 4'-0" 931) MPH 19 9„ 22' 1" 21'_4" 17'-5" 19'-6" 18' 10„ 12.8" 14'_2„ 13' 8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10' 5" 12' 4" 11' 4" 4'-0'_ 4" x 48" x 0.030" Roof Panel Screen Rooms Glass &Modular Rooms Overhang Open Structures Mono -Sloped Roof &Attached Covers Enclosed Cantilever Wind 3 4 1&2 3 4 3 4 All Region 1&2 span span span span span span span span Roots 100 MPH 27'-11" 31'-4" 30'-3" 26'-8" 29'-10" 28'-10" E94 23'-4" 22' 6" 4' 0' 110 MPH 27' 11" 31' 4" 30' 3" 24.7„ 27'-5" 26'-6" 21'-7" 20'-10" 4'-0" 920 MPH 26 8„ 29'-10" 28'-10" 22 10 25'-7" 19' 10" 19'-1" 18'-7" 4'-0" 123 MPH 25' 8" 28 8" 27'-9" 22'-2" 24'-10" 23'-11" 16'-0" 19'-3" 18' 1" 17' 6" _ 4'-0" 130 MPH 23' 8" 26'.5" 25'-7" 20'.10" 23'_4" '-1" 22'-6" 15'_2„ 747-2- 175 10" 15'-4" 4'-0" 140 MPH 16'-2" 18'-1" 17'-6" 16'-2" T8_ 17' 6" 14'-9" 14' 3" 4'-0" _ 150 MPH 16,_2" 18'_1" 17'-6" 16' 2" 18'-1" 17' 6„ T t I roof anel width = room width + wall wf • t Note. 0. �Bennett, P.E. FL # 16644 4w r ,? , - CIVIL ENGINEER - DEVELOPMENT CONSULTANT 3 S 0 8 L7 R B A N K ROAD, P.O.BOX 214368, SOUTH DAYTONA, FL 32121 OLDSMAR,-FLORIDA 3A"�3' TELEPHONE: (386)767-4774 NATIONWIDE 1-80D-229�4575t7 FAX: (386)767-6556 LOCAL E31:3-855-2627 FAX E113 -655-812B © COPYRIGHT2605 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION Of LAWRENCE E. BENNETT, P.E. PAGE 7-49 FASTENERS SECTION 9 CONCRETE EXPANSION DRIVE NAIL SPI E SCREW T -BOLT BOLT ANCHOR L< I I I up. CONCRETE AND MASONRY ANCHORS 4ETAL SCALE: N.T.S. HEX HEAD MACHINE TEK SCREW LAG SCREW BOLT I W/NEOPRENE WASHER I I OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. r` NOTES: ` ALTERNATIVE FASTENERS^MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING -LOAD VALUES SPECIFIED BY TH'E MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIFL Pte. ED a aWrence E. Bennett, P.E. FL # 16644 p"1► of CIVIL ENGINEER - DEV(=LOPMENT CONSULTANT U I1 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 --+ - - --+ PAGE © COPYiIGHTA004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT', P.E. 03 -01 -OT 07.39 FROM-CONTROLSYSTEMATION +4079263580 7-307 P.002/003 F-711 The Preserve at Lake Monroe Homeowners Association February 28, 2007 To Whom It May Concern: The attached alteration application submitted by Vijay Thumma of 151 Walnut Crest Run Sanford, FL for a screen room has been verbally approved by a majority of the members of the Architectural Review Board (ARB) and is hereby granted approval_ Thank you, Pete Duk -as HOA president 205 Walnut CTest Run Saaford, FL 32771 407-929-2501 03-01-01 01:40 FROM-CONTROLSYSTEMATIA +4079263380 T-307 P-003/003 F-711 PRESERVE AT LAKE MONROE HOMEOWNERS' ASSOCIATION, INC, AL`l'ERA]:ION, ,APPLICATION 0%'14ER' S NAIME: 7 ` ' _ �A DATE: _ _..._-- ADDRESS: .�1 .. r,l ( � u � L +� iv i CR - E C7 �'. _ PHONE_ )� Z. DESCRIBE INDETAIL, TY'Pl� OF Ai,� ERA�ON AND MATSRlf',I I O BE USED: y j t,. -v � Cie ci is Vv Al _ 1 k -- l.Sr':f tf l f q e (IF MURE 5PACE LS R. U 1R6D, PLEASE ATrACHTO THIS FORK THANK YOU) An applieadtrn requesrWS approvvJ for any aheratiao which occurs outside the exterior W018 of the building and is, therefore, common area, WSST BE ACCgDMPA.INED BY A SKETCH MN YOUR LOT SURVEY'LTCTDI TTNG 1L.00ATTON SIM '1°I'PE OF CONE -1 -RUCTION AM OTHER. PERMNTTNFORMA.TION AS MAY Br-, WM, _RY_ If approval is granted, it is not to be construed io cover approval of any Cottt ty or City Code RcquirEmenb, A building permit from the apprepriaTe building deportment is needed on mov property alteratiow and/or impmveat�nta. The Architechwal Review goad shall have no liability or obligation to determine whether such improvement, alteration aced addition comply with any applicable law, rule, rcgulatian, coda or ounce. As a condieioa precedent to grautmg approval or any request for a change, alteration or addition to an existing basic structure, thv applicant, their hires and aasigns thereto, lwre-by assume sole responsibility for the repair, rnaintm=cs or replacemerrt of any Birth change, alteration or addition. IT IS UNDERSTOOD AND AGREED THAT THE PRESERVE AT LAKE MON-WE HONMOWNERS' ASSOCIATION. INC, IS NOT REQUiF.PD TO TAKE ANY AC -119N TO REPAIR, RULACE OR MAINTAIN ANY SUCH APPROVED CHANCE., ALTERATION OR ADDITION, OR ANY STRUCTURE OR ANTY OTIIERPROPERTY_ Tii)E HOMEOWNER AND TI'S' ASSIGN5 ASSUMES ALL RESPONSiBIT ITY AWD COST FOR ANY ADDI'TTOY CR CHANGE AND ITS F Ti'UU UPKEEP AND M.AdNTITuNANM DATE; OWNER'S SIGNATURE AC'PON T KEN SY MZ ASSOCIA'T19fL' DATE: � Zff o' APPR0'v-F 7: �'. _-- NOT APPROVED: AIJT140RIZED SIGNATURE FOR THE Architecmtal Review Huard Please submit application and attacbruents to Preserve at Lake Maoxne SeAtry A'I.suagement, Inc. 2190 W SR 434, Sitite 9000 Longwood, FL 32779 Telephone; 407.788-6700 Fix: 407,7b6-7488