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HomeMy WebLinkAbout230 Clydesdale Cir��CE Z� IVEQ CITY OF S,iNFORD PERMIT APPLICATION APR y 1 V- Permit #: ©10 ' 01 Date: 2006 11 Job Address: c r9 Cl l&Ck 't Iaj£ �� (� CLXI�r x Cly n a7 7 B J Description of Work: �' Historic District: Zoning: alue of Work: $ " T..m 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#: IT"3-0LU" "11' c Uk1)" Owners Name & Address: 1)y_Q1 Contractor Name & Address: Phone & FaxiNud)i Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer: Address: (Attach Proof of Ownership & Legal Description) Phone: LJtO ^ 2Aa —1 q 6IFS -- — rXIMI N State License0 Number: V S00OL0 M Person: ��(] �1P . t 1 I Phone: -OLO Phone: Fax: 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 of the 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 YOIJA. 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 permi `s ve ification that I will otify the owner of the property of the Signature of Owner/A996 Date &PrmqWwer/Agent's Name Print Signature of Notary -State of Florida Date Sign, of Florida Lien Law. FS 713. of of JC// 2/D Date Date Owner/Agent is ✓Personally Known to Me or Contractor/Agent is Pe �iiy t<no n tah2 _ Produced ID Kdal /Prod��uceed lD APPLICATION APPROVED BY: Bldg: Zo �Utilities: FD: (Inma & ate) (rDoty) � /oto (Initial & Date) (Initial & Date) Special Conditions: y/ 2 =ovAr "cy4� Notary Public State of Florida Edwam A Ftgeri 10 or �oaFQ E C'mirr i �9 2 DD511802 L...__. _a .. �''`tt•t''� Becky Rogers � ` My commission DDI 80133 o,,.df Expires February 14, 2007 Seminole County Property Appraiser Get Information by Parcel Number DAVID .IOHiHS4H, Ci,A, ASA PROPERTY APPRAISER SEMINOLE COUt*4TY FL, 1101 E, Fms-, ST SAKFORD, FL32771-1468 407-665-7538 AN WAY 51 D 6 'S5 i {S1 118 1 67 ®®®®M®®M TR F Page 1 of 1 SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 03/2004 05321 0062 $170,200 Improved Yes WARRANTY DEED 11/2003 05103 0539 $811,000 Vacant No Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 28,000.00 Tax Estimator 2005 VALUE SUMMARY Tax Value(without SOH): $2,522 2005 Tax Bill Amount: $2,522 Save Our Homes (SDH) $0 Savings: 2005 Taxable Value: $126,396 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION Land PIENS: Pick... Value LOT 69 BAKERS CROSSING PHASE 2 PB 62 $28,000 PGS 97 - 99 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Num Bid Type Bit Fixtures SF SF SF Ext Wall Bid Value New 1 SINGLE 2004 8 1,955 2,390 1,955 CB/STUCCO $139,482 $140,891 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 10 Appendage / Sgft GARAGE FINISHED/ 425 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. `"` If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=l 8203150600000690... 4/6/2006 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-0690 Number of Buildings: 1 Owner: BINGHAM-DAVIS KIMBERLY & Depreciated Bldg Value: $139,482 Own/Addy: DAVIS CALVIN R SR Value: $0 Depreciated EXFT Mailing Address: 230 CLYDESDALE CIR Land Value (Market): $28, 0 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $00 $ Property Address: 230 CLYDESDALE CIR SANFORD 32771 Just/Market Value: $167,482 Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $155,938 Tax District: Sl-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $130,938 Dor: 01 -SINGLE FAMILY SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 03/2004 05321 0062 $170,200 Improved Yes WARRANTY DEED 11/2003 05103 0539 $811,000 Vacant No Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 28,000.00 Tax Estimator 2005 VALUE SUMMARY Tax Value(without SOH): $2,522 2005 Tax Bill Amount: $2,522 Save Our Homes (SDH) $0 Savings: 2005 Taxable Value: $126,396 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION Land PIENS: Pick... Value LOT 69 BAKERS CROSSING PHASE 2 PB 62 $28,000 PGS 97 - 99 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Num Bid Type Bit Fixtures SF SF SF Ext Wall Bid Value New 1 SINGLE 2004 8 1,955 2,390 1,955 CB/STUCCO $139,482 $140,891 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 10 Appendage / Sgft GARAGE FINISHED/ 425 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. `"` If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=l 8203150600000690... 4/6/2006 ifit sIVfoiaii t4tatlW WAastoo W„ 4i0t6iZai t 4 U NOTICE OF COMMENCEMENT wAft: wy,' :, il-tw 6F iv.1Wat 41kw BK 0ki-10l NJ 14%; Qp gh STATE OF FLORIDA COUNTY OF ,. D� k 0 CLERKII S :9 20GE-05' 9489 ,�L-WIU.lea'IS&'4 6 0903.-17 Permit No. REC010IPt1 FEES 10.0 Tax Folio No. (PID) lQ-�C� •31-5C)10- C` D.C^0- bincm Rwlltlk.h BY t holden This Instrument Prepared by: C - ERTIFIEO - � y NE WI RSA c t K 0' C,.t UYji llT f� SEM1N0 SRM Return. to: �t _ e-.-, - - The undersigned hereby gives notice that improvement(s) will be made certain real property; anh4w-9ccord with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. OF PROPERTY. (Legal Description of the property and street address) ' Dh --).a)C'C Cl`I,GQ ar GENERAL DESCRIPTION OF IMPROVEMENT OWNER INFORMAT ON Name Telephone # 4M '�C)QL1 Q (c.'B` Address 3t'> Facsimile # FEE SIMPLE TITLE HOLDER (If other than owner shown above) Name C1 _ Telephone # Address wf n Facsimile # CONTRACTOR Name > Telephone #4n Addresspori 0O ' , I 3a Facsimile # 4(n - h �� SURETY (BONDING COMPANY) (IF ANY) Name and Address LENDER (IF ANY) Name and Address immmmmmmmmmmmrommmammmmrmmmmmavmmv - amammvmmmmmammmv.mmuvmmmmmmmmmvmmm.mmmmvmvevmmmmm.mm 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 i mmmmmavvmm maavvmmvmmmmmvvmmmmmmmms-vssvmmmmmmvmmmv.mmmmmmmmuommma. m.msmmvmv®..o e:mmmvmum.mm Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(l)(a)7., Florida Statutes: Name and Address I m a m m m m m mm ■ m m m m m m m 0 m m m m a m m m m m m m m m a■ ■'■ m■ O m 0 mm m mm.■ ■ m m a a m■ ■'m ■ m m m m m m m m m m m m m m®®m m n m m m■ O'■. In addition to himself, Owner designates of To receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. _�mmmmvmmmmmmmmvmmmmmmmmsmm-■mmmammmmammmmmmvmmmmmmmmmmmmmmmmmm�mmmmmmamv0mvvmsmvmmmm■ Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless "ifferent date is specified.) ip Notary Public State of Fiorida�`\� !L tr`rl �, -L•/ i' Edward R Fteri � /-, @�o` My Commission DD511802 Signature Of Owner °F �° Expires 0112912010 Sworn to and su scri a me t Day of SCC , 201 6 My Commission Expires Notary Public The for oing instrume t was acknowledged before me this 4(0" ' day of /� , 20c' by %6l ,-C (Name of person acknowledge8), Vtio � ns� er—r— -yj nown o m r who has produced (Type of identification), a identification and who-did/did not take an oath. PLAT OF SURVEY DESCRIPTIQN; (AS FURNISHED) LOT 69, BAKER'S CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 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). BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 �s LOT 5660.00' LOT 55 --------------- S89'36'1 5"E �a6 --------------- 5' ENVIRONMENTAL CbNTROL EASEMENT r-- --H----------- ---- I 69 I � n'i LOT 70 0 O KI Z z w 1 COVERED ENTRY I M1.9' I A 10'0' 15.1' o 1 3' C/W I I I I I --+----.---------- �6 1 10' UTILITY EASEMENT I N89'36'15"W 10.0' a 0 20.0' 10.0' 60.00' al o hl o NI N ' I N O O O 1" = 30' GRAPHIC SCALE 0 15 30 O p� OI rye. �I /� --- -- 78.43 I 117.64' /�- PT N89'36'15"W CENTERLINE OF- 196.07' CLYDESDALE CIRCLE RIGHT-OF-WAY PC TRACT "A" CERTIFIED TO AND FOR THE 50' RIGHT OF WAY EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA KIMBERLY LYNNE BINGHAM -DAVIS FIRST HORIZON HOME LOAN CORP 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 03-19-04, 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 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 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 EASTERLY LINE OF LOT 69 AS BEING N00'42'26"E PER PLAT. (FIELD DATE:) 12-5-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ ASM42636 FINAL 3-19-04 CKB JOB FOUNDATION 01-08-04 CKB DRAWNN BY: PLOT PLAN 09/18/03 SOO LEGEND BUILDING SETBACK LINE CENTERLINE Q FND NAIL AND DISC - — — RIGHT OF WAY LINE LB #4671 (03/19/04) 1-31.7-4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426- 79 79 OSET 10.0' — LB #6393 (03/19/04) I zl CORNER NOT ACCESSIBLE 40.0' DENOTES DELTA ANGLE wl wl ARC LENGTH C.B. DENOTES CHORD BEARING N I DENOTES POINT OF CURVATUIRC PI DENOTES POINT OF INTERSECTION I w I DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY I p I TYPICAL A/C L1.1 K 1 CONCRETE BLOCK WALL RP O CD 0: OVERHEAD UTILITY LINE ONE STORY N I POINT ON LINE CONCRETE BLOCK O N F I o RESIDENCE o FINISH FLOOR w I ELEVATION -29.77 0 O KI Z z w 1 COVERED ENTRY I M1.9' I A 10'0' 15.1' o 1 3' C/W I I I I I --+----.---------- �6 1 10' UTILITY EASEMENT I N89'36'15"W 10.0' a 0 20.0' 10.0' 60.00' al o hl o NI N ' I N O O O 1" = 30' GRAPHIC SCALE 0 15 30 O p� OI rye. �I /� --- -- 78.43 I 117.64' /�- PT N89'36'15"W CENTERLINE OF- 196.07' CLYDESDALE CIRCLE RIGHT-OF-WAY PC TRACT "A" CERTIFIED TO AND FOR THE 50' RIGHT OF WAY EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA KIMBERLY LYNNE BINGHAM -DAVIS FIRST HORIZON HOME LOAN CORP 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 03-19-04, 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 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 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 EASTERLY LINE OF LOT 69 AS BEING N00'42'26"E PER PLAT. (FIELD DATE:) 12-5-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ ASM42636 FINAL 3-19-04 CKB JOB FOUNDATION 01-08-04 CKB DRAWNN BY: PLOT PLAN 09/18/03 SOO LEGEND BUILDING SETBACK LINE CENTERLINE Q FND NAIL AND DISC - — — RIGHT OF WAY LINE LB #4671 (03/19/04) 1-31.7-4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426- 79 79 OSET 1/2 IRON ROD AND CAP LB #6393 (03/19/04) CNA CORNER NOT ACCESSIBLE In, DENOTES DELTA ANGLE LDENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATUIRC PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COSY CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE`. CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA C D3 z5 FOR THE FIRM GALEN K. BELL, PSM/#422-q DATE i SCREEN, /.ACRYLIC &,VINYL. ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) H' t� V SECTION 3A HOST STF;UCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMIIJUM ROOF SYSTEM PER SECTION 7 CARRiEER 13EAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURC SCALE: N.T.S. ALUMINUM ROOFSYSTEM HOS ' "fF;UCTURE OR PER SECTION 7 UR -i H WALL FRAME r USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TAA ES TYPICAL. GABLE SOLID ROOF EIVCL�R�- SCALE: N.T.S. Lawrence E. Bennett,P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366. TELEPHONE: (h185) 767-4T74 E 32121 FAX: (GISG) 767-6556 PAGE A- 1 © COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT�P: F.E. SECTION 3A SCREEN, ,ACRYLIC & VINYL ROOMS EDGE BEAM .(SEE TABLES 3A.1.1 & 3A.1,2) 'LW' FOR MAX. H* /UPRIGHT / HEIGHT (h) 1" x 2" MIN. 3-112" SLAB ON GRADE RIES OR RAISED FOOTING VA --------- (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38,39) WJ SOLID ROOF TYP. FRONT VIEW FRAMING i * (HEIGHT OF UPRIGHT IS MEASURED'FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WIDTH 81 JV�U NATE CONNECTION FOR ROOF. BEAM @ FASCIA ALLOWE .._..... .---- - Pl2' _.'P12'. ----- -- ---- — - -- ----- — (SEE SECTION 7 FOR DETAILS SIZE BEAM AND UPRIGHTS O (SEE TABLES) O.N. / SOLID ROOF77 — // / �J0 MAXIMUM i___ (ELEVATION SLAB OR GRADE) VARIES VARIES _ Z� f^ U wU) E P = opn_iFCTION FROM! BLDC3- LW = LOAD WIDTH �— 'P' VARIES ----" NOTES: 1. ANCHOR T' x 2" OPEN BACK EXTRUSION C 1/4'OR x 2r TO WOODEWALL Wl #10 FASTENER 2-1112" S IMS W1.C. AND Wl IN 6" EACH SIDE OF UPRIGHT AN WASHERS OR #'10 x 2-1l2" WASHER HEADED SCREWS WO/ WASHERS @EACH POINT OF.0 ANCHOR BEAM AND INTERNALLY OR Wl ANCHOR CLIPS (2 ) #8 S CONNECTION. 2, SELECT FRONT WALL BEAM FROM TABLExAD_g WIDTH VALUE OF Pl2 ORPJ2 + O. H. 3. SELECT SCREEN R N 1 FORTH WALL BEAM FROM TABLES 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIG�R WIND ZONES USE THE FOLLOWING CONVERSION: 100 -123 130 140 150 #8 #12 _ #12 \� -TYPICAL SCREEN DOOM SCALE: 3116" - V-0" Lawrence E. Bennett, P.E. FL #' CIVIL ENGINEER . DEVELOPMENT CONSULTANT p.0. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE:FAX: (306) 767.6556 774 PAGE © COPYRIGHT 2004 ---� 33-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUTTHEWRITTEN PERMISSION OF LAWRENCE E. BENNETT, P. . SECTION 3A EDGE BEAM I" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.G. FRONT WALL GIRT SCREEN, ACRYLIC & VINYL RC. WAS ALTERNATE CONNECTION: 2) #10 x 1-1�°/S.M.S. -HROUGH SPLINE GROOVES 1" x 2" OPEN T BACK ATTACHED FRONT OST WI #10 x 1-112" S,M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. ;IDE WALL HEADER NTTACHED T'O 1" x 2" OPEN 3ACK W/ MIN. (:?) #10 x 1-112" 3.M.S. ,- WALL (',IFt'r ATTACHED TO x 2" OPEN BACK W/ MIN, (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTUM RAILS ATTACHED TO CONCRETE Wl 1/4" x 2-1/4" DNCRETE/MASONRY NCHORS @ 6" FROM EACH DST AND 24" O.C. MAX. AND iALLS MIN. '1"FROM EDGE OF ONCRETE: YPICAL & ALTERNATE CORNER RETAIL SCALE: 3" = T-0" Lawrence E. Bennett, P.E. FL # 166-44-- L 6044 — ----� CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 21436B, SOUTH DAYTONA. FL 32121 TELEPHONE: AX: (36) 767)-6556 774 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCEEE. BENNETT, P.E.3A-6 SCREEN, ACRYLIC &>: VINYL ROOMS COMPOSITE ROOF PANELS: (4) 114" x q." LAG BOLTS W/ -1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS. THE FRONT AND 24" O.C. ALONG SIDES — — 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM Wl MIN. (3) #10 x 1-112" S.M.S. IN ;SCREW BOSSES SECTION 3A RISER PANELS ATTACHED PER CHAPTE:Ii 7 - .. I HEADEI', ATTACHED TO POST Wl MW, (3) #10 x 1-112" S.M-S- IN SCREW BOSSES I 2" x 2",:21, x 3" OR 3" x 2" HOLL.OIN (SEE SPAN TABLES) FOR SNAP EXTDCiciONic GIRT ATTACHED TO POST WITH MIN. (3) :i#1.0 x 'i/- S.ivi..�i. I"• SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 114:'x 2-114" MASONRY ANCHOR @ 6" FROM'EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, 30UTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (3116)'1'67-6556 =PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNE-TT. P.E. SECTION 3A, 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW _OCK INIO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP Z EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 114" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL. ROOMS ALUMINUM FR,'ME SCREEN WALL ROW LOCK BRICK KNEEW,ALL 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 FALL AND FOUNDATION OR SCREEN WALLS-. SCALE: 3/4" = V-0" 4" MIN. (2) 45 BAR CONT. - (1) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. BEFORE SLOPE ALL SLABS) ' --a "'iX >\�"-5r\\ x TYPE 11 T'� PE E4' " yPE STEEP SLOPE FOOTING CFI�AT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0 2" ! 12" 2" ! 12" - 1' 10" > - - '_ 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall 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 concrate. 3. No footing other than 3-1/2" (4 nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type 11 footing is required. All slabs shall be 3-1/2",(4" nominal) thick. psi- 4. Monolithic slabs and footings shall be minimum 2,500 concrete with 6 x 6 - 10 x 10 welded wire nes or cr�lck control fiber mesh: Fibermesh o NJe- .hJnForceTm e3T" (Formerly Fibermesh MD) per rnaufacturer's specification 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 cote. Local code governs. (See additional detail for structures located in Orange County, FL) 6. if �i carrier beam or fourth wall frame is re gaited use a Type II footing minimum. r�S�LAB-.F®OTINO DETAILS SCALE: 3/4" = 1'-0" Lawrence E. Bennett, P.E. FL. # 16644. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (366) 767-6556 PAGE © � COPYRIGHT 2004 -- WRITTEN3A4�:p8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE KITTEN PERMISSION OF LAWRENCE E. BI_NNETT. P.E- FSECTION SCREEN, P4CRYLIC &!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 For 3 second wind gust at 110 MPH velocity; using design load of 11 #ISF Tributary Load WidthPurlin Sp For 3 secona vvll,u Notes: rl ht to center of brace to beam connection tot e 1. Above spans do not include length of knee brace. Add horizontal distance from up 'g above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL #'16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (306) 767.4774 FAX: (3a6)767-6556 E. PAGE © OOpyRIGHT 2004 ',"��"�Q, r10Y TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. ESENI�lETT, P. — I SOI -ID R06F PANEL'PRODUCTS SECTION 7 COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER — — #10 x 1-112" S.M.S, OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 314" S,M,S, OR WOOD SCREW SPACED @ 12" O.G. #8 x 1/2" S.M.,S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSE) SCREW HEADS :. ate--. ROOF PANEL. ROOF PANEL TO FASCIA DETAIL SCALE: T. = 1'-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-114" MASONRY ANCHOR OR EQUAL @ 24" O.C. _ FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. EXISTING FP.DCIA #8 x 112" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS •q. .i', 0. �; � _'•'•'.'.' �-- ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" WOOD STRUCTURES SHOULD CO CT TO TRUSS BUTTS OR THE SUB -F CIA FRAMING WHERE . POSSIBLE ONLY. 15% OF SCREWS CAN BE -e ITSIDE THE TRUS5 1- SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS SCREWS. HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED HEADER INSIDE DIMENSION SHALL SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS HEADERS To E HOST TURE TH ANCHORS PRIATE FORTHE AL SHALL BE ED TO.ANCHORED ANCHIORS DETAILEDCABOVE AIRE BASED ON AL OAOD FROM 1 0 MPH. FOR SBC CONNECTED TO. THE '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: 100-123 130 140 150 ##8 #10 #12 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (356) 76714774 FAX: (396) 767-6556 PAGE© I COPYRIGHT 2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH THE WRITTEN PERMISSION OF LAWREtI(:E E. BENNETT, P.E. SECTION 7 SOLID ROOF PANFL PRODUCTS Table 7.4,1 Structall Building Systems Inc. Snap & Lock U VamouslLoads u y v Allowable Spans for Composite Roof Panels @ Aluminum Alloy 3105 H-14, H-25 roam Core E.P.S. 1# D,msity Manufacturers Proprietary Products: 3"x 48" x 0.024" Roof PanelScreen Rooms Glass & Modular Rooms Overhang ! Open Structures Enclosed Cantilever Wind Mono -Sloped Roof & Attached Covers 4 All 4 1&2 3 4 1&2 3 Region 1&2 3 an span span span span Roofs span span span span span 100 PH 21141 23'-10" 2.3'-0" 20'4" 22'-9" 21'-11" 15' 1" 1T-9" 16'_3„ :4--o" LEI20' 11" 20z13 „'"-0"10 H 21'-4" 23'-10" 23' 0"- 13'-11" 13'_g' -0" L 120 MPH 20'-4" 22' 9" 21' 11" ' 17' S" 13" 11=8" 13.8" 13'-2 4'-0" 1 : 191_6" 21.10,. 4.0„ ' 130 MPH 18'-0° 19'-5" 15'-1" 1T-9" 16,_3„ 11'-1" 12'-11" 12'-6" 4 3 140 MPH 12'-4" 13'_9„ 13.3' 12,-4" 13'-9" 131_3" 10'_3° 11'_6" 11 1' _ --- 3'-11" 150 MPH 12'-4" 13'-9" 13._3„ 12'-4" 'IT -9" 13'_3, 9'_6„ 10, 8„ 10 4 -- 3" x 48" x 0.030" Roof Panel Overhang / Open Structures Screen Rooms Glass & Modular Room'a g Enclosed Cantilever Wind Mono -Sloped Roof & Attached Covers 1&2 3 4 tilt Region 1&2 3 .4 1&2 3 4 span span span span span span span span span Roofs 106 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25' 9" 18'-8" 20'_10" 20' 2" 4' 0" _ '-8" 110 MPH 24'-11" 27'-11" 27,_0" 21'_11" 241_6„ 23' 8" 16'-2" 19,_3" 1g' g" 4,"0„ 121) MPH 23'-10" 26,_8" 25'-9„ 20'_5" 22'-10" 22,_1„ 14' 8" 17'-8" 15'_10" -_ 4 0„ 12:i MPH 22'-11" 25'_7" 24'_9„ 19,_10„ 22'_2" 21'_5" 14' 4„ 16'_0„ 15 6„ - 4'-C)" 130 MPH 21'-2-1 23'_7„ 22'_10" 18'-8" 20-10" 20,_2„ 13,_7„ 15 2„ 14' 8" 4' 0" "^ 14'_5" 16,_2„ 15'_7" 12'_8" 14'_2" 13'_8" -- 140 MPH 14,_5" 16'_2" 15'_7" 4'_0" 150 MPH 14'-5" 16'_2„ 15,_7" 14,_5„ 16 _2" 15 _7„ 11,_2„ 13,_2„-- 4",, 48" x 0.024" Roof Panel - - Open -tUres Screen Rooms Glass & Modular Rooms Overhand I Enclosed C arItiEever Wind Mono -Sloped Roof & Attached Covers -_-___r _ I Region 1 &2 3 4 1&2 3 4 1&2 3 span span span span span span span span span Roofs 100 MPH 23'-5" 26'-2" 25-3"22'-3". 24'-11" 24'-1" 17'-5" 19 6" 18'-10' _ 4'-0" 110 MPH 23' 5" 26'-2" 25'•3" 20'-6" 22'-11" 22'-2" 15'_1" 18'_0„ 17'-� 4'-0" 120 MPH 22'-3" 24' 11" 24'-1" 19'_1„ 21'-4" 20' 7" 13. 9.. 15-4 " 123 MPH 21'_5, 23' 11" 23'_2" 16'_6„ 20,_9„ 20.0„ 130 MPH 191-9" 22'-1" 21'-4" 17,_5" 141) MPH 13'-6" 15,_1" 14'_7„ 150 MPH 13'-6" 4";( 48" x 0.030" Roof Panel Open Structures Screen Rooms Glass &Modular Roazls C)verhang Enclosed Cantilever Wind Mono -Sloped Roof & Attached Covers All 4 1&2 3 4 1&2 3 Roofs Region 1&2 3 an span span span sp=n span span span span sp -- 100 MPH 27'-11" 31'-4" 30'-3" 26' 8" 29'-10 28 10 20'-10"6'� _ 4 0' -_ - 11q MPH 27'-11" 31'-4" 30'-3" 24,_7" 27'-5" 26,_6„ 19'-4" 21,_7" 20'_10„ 120 MPH 26'-8" 29'-10" 28'-10" 22'-10" 25'-7" 24'-8" 1T_8" 19'-10" 19 1"- 4'-0" 123 MPH 25'-8" 28'_8„ 27.9,• 22,_2" 24'_10" 23'_11" 16' 0„ 19' 3" 18' 7 - 4-0„ 130 MPH 23,-8" 26'-5" 25'-7" 20'-10" 23'••4" 22'-6" 15' 2„ 18'-1" 17 �"- 4An AA96d 16'-2" 18 1" 17' 6" 16,_2" 18 1" 17'-6"" ,4 ? 11et4' 14' 3' - 4' room width + wall width + Lawrence E. Bennalt, P.E. FL # 16644 :TRU 'T'4'AL5A CIVIL ENGINEER- DEV5LOPMC T CONSULTANT 350 BURBANK ROAD, p•O.BOX 21436a,SOUTH DAYTONA,FL32121 OL.IC)SMAR, FLORIDA 34677 TELEPHONE: (386)767-0774 NATION 1 BOO -229-5257 FAX; (386)7674;556 IL.00AL B 1 3-855-2627 -_ •-� FAX 61 3 -BSS -91 28 - - PAGE © COPYRIGHT20a3 -9 IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. F' -E NOT TO BE REPRODUCED IN WHOLE OR FASTENERS SECTION 9 CONCRETE EXP ,NSION DRIVE NAIL SPI E SCREW T -BOLT BOUT' ANCHOR U �1 ..._-......_..._._._.._...... T7r( CONCRETE AN® MASONRY ANCHORS SCALE: N.T.S. SHEET METAL. HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BoL f - I I WINEOPRENE - I WASHER OPTiONAL WASHER FASTENERS � A SCALE: N.T.S. ,( ;1 e NOTES: ALTERNATIVE FASTENER! 'VAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING`"LOAD VALUES SPECIFIED BYT H'E MANUFACi UREIl; AND SHALT_ BE APPROVED BY THE BUILDING Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767.4774 FAX: (3.g6) 76744558 PAGE NOT TO BE REPRODUCED IN WHOLE OR © COPYRIGHT 2006 9-1 IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNE7T�F'-E'� Juo• 6. 2006 11 4PM No 2641 P. I nT Y COMMuNiTy ASSOCIATION MANAGEMENT MAIN OFFICE 2180 Wes[ SA 434 Suite 5000 Longw4o4Fl 32779.5044 PH 407.786.6100 FAX 407.7887488 BREVARD COUNTY May 24, 2006 597 Havenr� Ct #1 to PoekledQt FL 32955-9613 PH 321.638.6680 FAX 921.638.9901 Paul & Ashley Arterbury CLERMONT ! 214 Venetian Bay Cir 1645E 11 7 1 504''k, Sanford, Florida 32771 3d711.61p2d PH 352-2434596 ' FAX 352.243.4597 Dear Paul & Ashley: FT MYERS 12513 New 0n11any 810 423 R M gra FL _ oi.445 L Rio. Architectural Revlow Board of the Venetian Say Hornaow om Assoclafior; Fnxis-in0iii has reviewed the application you submitted for the pool and screen. The ARB GEORGIA ; has approved your application, contingent upon your obtaining all necessary 270 Wpon(of Of 4320 ; permits. Atlanta GA 30328.4912 I PN 404-459-8951 ; FAX 404.459.6962 ; Thank you for your cooperation in this matter. Should you have any questions, 29eoHartleyACKSONNWLL4d '. please contact my assistant, Laura Prevesk, at (407) 788-6700 extension 275. Jacksonville FL 32257-8202 PH 904.880-4055 ; Sincerely, FAX 904.880-3550 KISSIMMEE 3977wVIneSt4306 Venetlan Bay Homeowners Association, Inc. Kissimmee FL 34741-4665 PH 407-84646323 FAX 407.846.0301 LEESBURG 10332 US Hwy 44) 0102 ; Laura Pr Leesburg FL $4789->Z22 LCAM PH 352-343-5706 FAX 352.343.5123 PONTE VEDRA 10036 Sawgrass Di 93 PmtteVedra Bolen FL 32082-3585 PH 904285-1526 FAX 904 .285-1260 ; SAAASOTA 5500 See Mod RG 1202 sareeola FL 34233.1402 PH 941-343-0606 FAX 941 349.4974 SOUTH CAROLINA 1130 Folly Rd ChorI44ton SC 29412.4104 PN 843.708.0180 FA}(se3.7As.o1o+ TAMPA BAY AREA 25400 US 19 NOdh/164 Clearvratet FL 3370 2149 PH 027-7998982 FAA T2+-799-9984 ; VOLUSUICDUNTY 4196 S A11antIC A+9 New Smvrna Beech FL 32169.3711 ; PH 186.429-1786 FAX 390.423.1278 MEW..• ZE1/ZO 39Cd 301JJQ NGH13N VOOI7 G1RAPAROATA TS:,7.T 'i1NOZ. /9R/'AU :-iFVICE DEF10'' .ARCHJITCTURAL RME* BOARD APPLICATION I PIcasc coinpicre: dic ippllcitio:i rorrm and fl)rw-ird, with !cquestec, (140IM16)11, V(7 he Associ2tioll% propzrn JllR(l2gcr for proccssin�. Pleasr. do flor cot urortirc work unril, youWe 'c' Apyrc,v:al of vout application Frons the Archjo;ctaral Re,.^c,w .Board. 6 6on NRmt Da -i oI^Appiica,cl()n. Applicant's N a -m c. Phone Nurnhcr Pro petrY Arld.- Apllca:ion (cjr: d F-,crcriclr Nir'l Olandscaping T6F-.Alirjon Cl Swimming Pool. Cl Rectc2tional F,,4v.1pw.c,-.r Ml Fzr,c;,,F -00,0 5zcvero Rao"I Pie -ase prc-ldc. a desc.ription (if wl,!Zl cllanrp will be Madc. Applkil-,1011S M',Ut illdUdC lot sUrVQV. SjTf 1)1;3nS, diavarns. c.plor ohlps. rnircri,-,! spt.cificition5, sample products, phowgraph!- And any Airil'ol-Mallor, wh'lxh will adequatc!.v dc -scribe thi, (jo)sked project. AA landscapin; pian must. inc'udc rhe sizr, nUmber and. tnc of piann; rx! ' t :ipprkvczl., Fiji M.%X NO IT, It, is she: pm.pr.tty own cc S cmswpoftlibvility to ensure that d requests conf+wxm tt- applicable runing and building regmdationt =d that approved project.i are properly ptrmicted in accordance witlh civy, 'Aare, munk.iple requirements. A*17TA(-.,H,\v1ENTS SU'P.MITFEL) BY PROPLM OWNER wIltrel., desctipl.icm 0fpM)cct Lot �nrvcv lecation \�f aJdirion or inst(jillanor., if apph,,�lble SpeclFic.atio.MS (t.g, copies of lndcj,Oxg dimenwolls, roa.rcriab, volov, ctc,) ?2,im cldp/cOjor Sartildes 06tr (c.p" Plcrwr,s, brochures, erc. I - - M M r - - - - MR - -- - - " - - - - - - - r -- - , - M r -O - 40 - - a = - - - ft - - MIS SECTION TO BE COMPUTED BYARCHTTECTURAL REVIEW BOARD Request Rec'a Date Approved .-0(j '..p p Rc \tt