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Home My WebLink About331 Lusitano Way; 18-4182; SCREEN ROOMl OCT 0 8 2018 Building & Fire Prevention Division PERMIT APPLICATION Application No: / g V/92-- Documented Construction Value: $ 3 0 Job Address: 331 LUSITANO WAY SANFORD, FL 32771 Historic District: Yes No Parcel ID: 18-20-31-506-0000-1360 Residential[—] Commercial Type of Work: New[] Addition Alteration[] Repair Demo Change of Use Move Description of Work: ERECT ALUMINUM SCREEN ROOM ON EXISTING CONCRETE SLAB Plan Review Contact Person: BRYAN Title: ESTIMATOR Phone: 407 925 4987 Fax: 407 322 3039 Email: INFO@PRAGERBUILDERS.COM Property Owner. Information Name ZOHRA FAZAL OR MURTAZA SYED Phone: 321-945-8828 Street: 331 LUSITANO WAY Resident of property? City, State Zip: SANFORD, FL 32771 Contractor Information Name PRAGER BUILDERS, INC Phone: 407-324-9960 Street: 2938 STONEWALL PLACE City, State Zip: SANFORD FLORIDA 32773 Fax: 407 322 3039 YES State License No.: CBC053007 Architect/Engineer Information Name: ALUMINUM SCREEN DESIGN Phone: Street: 4101 VI N ELAND ROAD City, St, Zip: ORLANDO Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMINCEMENT 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: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 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 the 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 accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Zo T 4-zcl oglay 18 Signature of Owner/Agent Date r -,,1 1 ik -?A 1 Print Owner/Agent's Name Owner/Age Produced ID BRYAN DORION. Notary Public - State of Florida Commission # FF 181319 My Comm. Expires Mar 27, 2019 Signature of Contractor/Agent Date Print Contracto ate of Flori a Date BRYAN DORION iVotary Public - State of Florida Commissioe#FF My Comm. Ex27, 20.1 9i&Jd11111,v nown to e or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads I kui cro9i eD APPROVALS: ZONING: o, l(P. 01 UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Sr to,40, 1 t COMMENTS: Ok .#v in,fMI/ Jo' )e /% 6 t 74 alaw;tiara sewn rOeAn ter..,. s Gvx er a Ki-e s/A as s k.e w n o rT /ar, . /i%afS a/t ir ot/: rr arrs/ovt r' e-, . /lrh 3r s fvr- of -A e Aoke- s C ry ss;,7 p U. Revised: January 1, 2018 Permit Application Fazal Parcel 18-20-31-506-0000-1360 Owner ). AZAL, ZOHRA - nancy by Entirety SYED, MURTAZA - Tenancy by Entirety IIIIHide Property Address 331 LUSITANO WAY SANFORD, FL 32771 Mailing 331 LUSITANO WAY SANFORD, FL 32771- Subdivision Name BAKERS CROSSING PHASE 2 Tax District DOR Use Code Exemptions Value Summary 2018 Working Values 2017 Certif ied Values S1-SANFORD 01-SINGLE FAMILY 00-HOMESTEAD(2018) Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $137,826 $126,248 Depreciated EXFT Value $313 $325 Land Value (Market) $37,000 $34,000 Land Value Ag Page 1 Fazal Just/Market Value ** $175,139 $160,573 Portability Ad j Save Our Homes Adj $0 $0 Amendment 1 Ad j $0 $0 P&G Ad j $0 $0 Assessed Value $175,139 $160,573 1111Hide Tax Amount without SOH: $3,057.00 2017 Tax Bill Amount $3,057.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 136 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 Page 2 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018097982 Book:9198 Page:1646- (1 PAGES) RCD: 8/24/2018 11:23:00 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: KENT PRAGER Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 NOTICE OF COIVINIENCEMENT Permit Number: Parcel ID Number. 18-20-31-506-0000-1360 The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) 331 LUSITANO WAY SANFORD, FL 32771 LOT 136 2. GENERAL DESCRIPTION OF IMPROVEMENT: SCREEN ROOM 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: ZOHRA FAZAL OR MURTAZA SYED 331 LUSITANO WAY SANFORD FL 32771 ebInterest in property: FEE SIMPLE Fee Simple Title Holder (if other than owner listed above) Name: Same Address: 4. CONTRACTOR: Name: PRAGER BUILDERS, INC Phone Number: 407-324-9960 Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 5. SURETY (If applicable, a copy of the payment bond is attached): Address: Amount of Bond: S. LENDER: Address: Phone Number: 7. 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: KENT PRAGER Phone Number: 407-324-9960 Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 B. In addition, Owner designates KENT PRAGER of PRAGER BUILDERS, INC to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 407-324-9960 9. Expiration Date of Notice of Commencement (The expiration 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. 7—oiyti Fa ZOHRA FAZAL OR MURTAZA SYED Signature of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Slgnatory's Title/Office) Authorized Officer/Director/Partner/Manager) State of % G County of The foregoing instrument was acknowledged before me this s day of c4:tU 20 / tt Uj by 0 ! / F L 4 Who Is personally known to me xR Name of person making statement A who has produced identification 0 type of identification produced: BRYAN DORION. Notary Pu51ic - State of Floridao ^?E'5'Commissi0171 i$ FF 181319 Notary rFOF; ,oa°. My Comm. Expires Mar 27, 2019 t,^ Bonded through national Notary Assn. 111 RECORD COPY 10/03/2&8 09:13 4073223039 P 1 PAGE 01/05 ALUMINUM $CRIEEN DESIGN rig reen Doom []Sun Room []Fill In Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) FCar Port Patio Cover Contractor Name:1vG Addres 5`e A Y gip REVIEWED FOR CODE COMPLIANCE Zip Code: ZP 773 P LANEXA MINE Phone/ Fax: •' c DATE Email: Mail Pick Up yJSANFORD BUILDING DIVISION RMI7 ISSUED SHALL BE CONSTRUED TO BE A EN, SE TO PROCEED WITH THE WORK AND NOT AS 1THORITY TO VIOLATE, CANCEL, ALTER OR SET ANY OF: THE PROVISIONS OF THE TECHNICAL SHALL ISSUANCE OF A PERMIT PREVENT HE' BUILDING OFFICIAL FROM THEREAFTER Gi,. RRING A CORRECTION OF ERRORS IN PLANS, CAN TPUCTION OR VIOLATIONS OF THIS CODE LE - File []Fed Ex/UPS" L# of Copies Single PDF Each Page Separate For FedEX option go to www aiurninumscreendesi .com and provide FedEx/UPS account #) Check Credit Card For Credit Card option go to www.alurninumsereendesi=.com to pay by credit card) Engineering prepared by: Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) 4401 Vineland Road- Suite AB Orlando, FL. 32811 Offce: 407-734-1470 Cell- 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax: W-923-8181 Email: aluminumscreendesignp ghoo-com Website: www.aluminumscreendesign.com CA#30930 18- 4182 MM 10/03/2018 09:13 4073223039 P PAGE 02/05 ENASLALUMINUM SCREW DESIGN A1u<i:num & C+ns'tr.ution >r;ng'inoerin i''-r: ti.,..„l""{ y';;•,'` L'. (/,} 7 }{.',^,. 4^,'"tir.,at.'C:,.,y iye,( C LTS_ insulate rnPan Roof Gutter Fascia Block Wall Conventional Wall 4' Wail Uprights X Top Plate X=_ Chair Rail X Kick Plate Uprights X Top Plate X Chair Rail X ome [] Gable Mansard/Hip Shed/Slope Gutter ]Fascia Block Wall Conventional Wall Beams X Uprights X Puriin X Chair RailX'' Beams X Uprights X Purlin X Chair Rail —X Kick Plate Nk Insulated Pan Roof Gutter Fascia Block Wall Beams X Post., X r' T.] Yam•, Conventional Wall 4th Wall r.:.. T . Existing New: 4"Slab Pier Pavers 6" Thickened Edge Other: Ribbon Footer X 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 AS, Orlando, FL 32811 GA#30930)-Ph 407-734-1470/Fax 407-734-1790 A 5 DA M 0 M S r! (I General Notes & Desi2n Standards Non -Removable Pool Screen) 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. Design Codes: Florida Building Code 2017 (61 Edition) Aluminum Design Manual 2015 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) 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 Coef£ 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 sr '3"r19mm- A 5 DA .. < < c on DES rn;,i s Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum 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 #12 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 Chair Rails, Purlins & Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wind Speed =130 MPH 2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0" 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-0" 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'/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. 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 4 Y j 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. Cables: Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of pool screen enclosure. Contractor shall secure cable to top of column located at each corner and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ft2 with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 '/2" x 1/4" tapcons or equal. 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 rior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES SIZE Roof Span Maximum Beam Spacing = 6'-0" Roof Span Maximum Beam Spacing = 6'-8" Roof Span Maximum Beam Spacing = 7'-2" 2 X 4 17'-9" 16'-9" 15'-6" 2 X 5 23'-3" 22'-0" 19'-0" 2 X 6 26'-0" 25'-0" 22'-9" 2 X 7 28'-0" 27'-0" 26'-6" 2 X 8 34'-0" 33'-0" 32'-6" 2 X 9 36'-0" 35'-0" 34'-6" 2 X 10 40'-0" 39'-0" 38'-6" Upright -Pool Cage Enclosures Upright 130 MPH SIZE Height 2 X 4 11'-6" 2 X 5 13'-6" 2 X 6 15'-0" 2 X 7 16'-9" 2 X 8 17'-9" 2 X 9 18'-9" 2 X 10 22'-0" 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 x4 for beam span greater than 30'. Purlin- Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Header Beam: Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet (max) with a 2' x 2' x V-6" concrete tooter with 3#5 each way when screen enclosed is required to be attached super gutter at the interface of the insulated roof panel. Contractor is required to install insulated roof covering pursuant to the Florida product approval specification (35 psf). Intermediate Girts: Contractor is required to install intermediate chair rails/girts spaced at mid -span between the chair rails and top rail or 6'-0" max on center when column height exceeds 11 feet. Contractor is also required to install one additional intermediate chair rail/girt to be located 3 feet below the top rail when column height exceeds 14 feet. 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 Ql0 OD- m Ar, ia In e 6 10/03/2.018 09:13 4073223039 P PAGE 04/05 a j P/J , ".x J 11,10 'r h- j j- T'e r}ry U PRAGERUBUILDERS, INC 5450 Bryant Avenue - Sanford, FL 32773 Telephone: (407) 324-9960 - F21: (407) 322-3039 State Certified: #CBC053007 www.sunroOmpro.com ME o r ra t'A x #_ Mn DRESS tl S 1 D r c1 7-7 RECTIONS: K C'J l.,r DS s ) PEEN: /yCATE(3ORY: AM r4 6 ELF- InRS. 10 -- 6 "1 . 1-t A't INDOW TYPE: AME COLOR: O y 2,e. RCHOyERHANG; —e' USE O.H.: 1. I SOF FI}T? PROX. ATTACHMENT HE12H-C: d :;L- N BEAMS: -Eg;' AB SIZE: 9 3STING SLAB: MO: fiCTRICAL:-4;0 nTE CODE: l irJ' ATERIAL AND WORKMANSHIP GUARANTEED FOR 2YEARfi. nnactor «prasly =es'* n1i ooxtrnetots, m ebanks and material NOTE: 1) HAIRLINE CRAi:4CINCi CIF NFW rONC'RF.TP. SLAPS iA A COMMON OCCURRENCE. N ru q w4 lien wbieh msy be asserted under any Provisions of the, law to 2) SPRJN LER SYSTEM KV$T BE RELOCATED BY CUSTOMER payment oflhe contract price and may asaen and fix the same at.a n upon tba road property on which imulUtion is nit& 3) DRAINAGE AT BASE OF ROOM IS RESPONSIBILITY OF rchaser agrees to supply clecitical power at job site. HOMEOWNER. 4) FLOOR MAY REQUIRE.LEVELING FOR TILE INSTALLATION. 5) OWNER IS RESPONSIBLE FORANY REINSPEC ION FEES DUE TO INACCESSIBILITY ORMISSING PERMIT. j Qr/Q, %A.ro f fi) HOMEOWNER IS RESPONSIBLE FOR HOA OR ARC APPROVAL. 7) ALL WORK AREAS MUST BE FRF& OF DFBRIS AND Mail- FURNITURE._ Ne have read rbe forgoing proposed contract and accept the same on the tams and conditions printed oil the reverse side stated above. C01VYYUL wchascr; za6gh, Data G8 a 3 a e 18L D timatgr. OAK Thrms: y `- BAL. DUE sntract Price . Cash, Check. 3'/o Convenience Fee for Credit Card transactions. 10/03/2,018 09:13 4073223039 P PAGE 05/05 N BOUNDARY SURVEY PROPERTY DESCRIPTION: LOT 136, BAKERS CROSSING PHASE 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 62, PAGES 97, 98 and 99, OF THE Pl78LIC RECORDS OF SEMINOLE COUNTY, FLORIDA. W E S 1' 30' GRAPHIC SCALE I o is 30 PT ON CENTERL-E (101) j j r]'1 / T RjACT "A" r0yup NAx k DaR •e , L S1 1 A Y A // A l SO' PR+vA TE R/W PQ,.VT C- CENTER INE rpu+wD NAl ND I.D. BB S80'00CO"% a20.00 (PdeM) _ 59D' OD'00"E T35.00' (CB:M) 590'00'OU"E wl I o u i N90'00'00"E 0.00' (P&M) cQWy 7 0 Lk. O I NO I D ri N I .CO•.C. 6/w FOUND 5/8' I.R. NO IA, wC coDNCR 0.8' 9/0.1' 1 LOT 126 LECE' ND.- 6 - OELYA/CENTRAL ANGLE A/ C + AIR CONDITIONER APT. + APARTMENT 00 = BEARING BASIS C - CALCULATED CH CHORD c9 . CHORD BEARING CBW - comMIETE BLOCK WALL C, M. CONCRETE MONUMENT DNA CORNER NOT ACCES9BLC CDNC. CONCRETE COW, - COVERED D - OESCRIBEO 0/ b/o - 00114G BUSINESS AS l .. CONCRETE BRICK Y LINE BREAK CENTfRUNE RIGHT- OF-WAY LINE BUILDING SETBACK LINE K.._ K^n.—•—=—x—x_- a PVC -VINYL FENCE/VF e— o—o--ova—v—e— - WOOD FENCE/WF CHAIN LINK FENCE/CLF Owj oHu OVERHEAD UTILITY LINES 10, U.E I 1 APF0- ' / roU o ]/a' lR SINGLE FAMILY RESIOENCE 03 1 S901001, 00"w 50. 00' (P&M) LOT 127 I I D. E. = DRAINAGE EASEMENT D. U.E. r ORAINADf & UTILITY EASEMENT F. O•P• - EDGE OF PAVEMENT E. O.W. = EDGE OF WATER F = FIELD FF ELEY FINISHED FLOOR ELEVATION I, O. - IDENlIAtATION I. R, =IRON ROD o = IRON PIPE L - ARC LENGTH L5 - LAND SuRYEYDR LB o LAND SURVEYING BUSINESS V = MEASURED MR NON -RADIAL O. R. + OFFICIAL RECORDS P PLAT PC POINT OF CURVATURE PCC s POINT OF COMPOUND CURVATURE PCP PERMANENT CDNTR(X POINT PI r POINT OF INTERSECTION d - UTILITY RISER UT! UTY POLE 0r SET 1/2' I.R. & CAP LB F7020 FOUND PROPERTY CORNER OuN^ CONCRETE MONUMENT m AT 4PPM.QQIFA COUR1 (PM) t WRY VAR R D5" P4E7I- . t I Y j I DFr - __. - - Q 6 OT i35 wF CORNER 0.8' S/0.7' E I LOT 128 POB = P01R' 3[v15Ni10 POC r POINT -717 CDML+ENCrmF.W 20L = - CiNT ON LINE PC - POINT OF REVERSc CURVATURE PRM. a-CRMA.NENT REFERENCE MONUMENT PSM r PROFESSIONAL SURVEYOR & MAPPER PT r. POINT OF TANDENY 7 n RADIUS AU — RADIAL PPS. - RESIDENCE RP = RADIUS POINT R. PW = RIGHT OF WAY W = SIDEWALK 9D = TO BE DET;RWNED TOP OF BANK Pj - TYPICAL u R. 9 U U ROOVI V. E.. UTILITY EASEMENT WM WATER METER WPP - WOOD POWER POLE NOTE 1; THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2; THIS SURVEYOR HAS NOT ABSTRACTED THE LAND 11 ALUMINUM SCREEN DESIGN BEAM IS ATTACHED TO UPRIGHTS WITH (8) #10 V ON EACH SIDE OF BEAM w U rn 2X4 X UPRIGHT W CacX N AA 2X3 WIND BRACE IS BLIND SCREWED 2X2 PURLINS WILL BE BLIND SCREWED TO ALUMINUM STRUCTURE WITH THROUGH ROOF BEAM INTO EMBOSS 3) 410 2", OR TOE NAILED W/ (3) #10 2" WITH (3) #10 3" 7 2X5 BEAM KNEE BRACE ON A 45 DEGREE SCREWED INTO H CHANNEL TT, n. TT * T 2 X 2 KNEE BRACE FOR 15'-0" MAX BEAM SPAN 2 X 3 KNEE BRACE FOR 30'-0" MAX BEAM SPAN 2 X 4 KNEE BRACE FOR 40'-0" MAX BEAM SPAN 2X2 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL CLIPS WITH (4) # 10 1 ", CAPRI CLIPPED WITH (8) # 10 1 ", OR BLIND SCREWED WITH (3) # 10 2" 2X4 OR GREATER BEAMS UP TO IY ARE STITCHED TOGETHER WITH # 10 1" 6" FROM ENDS 24" O.C. 1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS (5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. 2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2) 10 1" & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON ALUMINUMS CREENDE SIGN. C OM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 PAVilKw FRONT WALL, BACK WALL & SIDE WALLS TOP PLATES ATTACH TO ROOF MEMBERS WITH #10 1" 6" FROM ENDS 24" O.C. I" X .050" GUTTER STRAP 24" O.C. MAX 4" FROM EACH UPRIGHT SCREWED THROUGH GUTTER INTO FASCIA WITH # 10 2" ATTACHED TO FRONT OF EXTRUDED GUTTER IS ATTACHED TO FASCIA WITH # 10 4" 6" FROM ENDS 24" O.C. INTO RAFTER TAILS KNEE WALL ATTACHES TO STRUCTURAL GUTTER WITH 4" 2 X 2 X 1/8" ANGLE & (4) # 10 1" INTO GUTTER & BEAM PER SIDE 2X2 POST .046 OR GREATER 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.1 DESIGN STATEMENT MICHAEL THO,MPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH SUITE A6 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 ORLANDO, FL 32811 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. P.E. # 475 09CONTRACTORSHALLFIELDVERIFYALLPLANSDIMENSIONSPRIORTOMATERIALPURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3 093 0 ALUMINUM SCREEN DESIGN SIDE WALL DETAIL IX2 IX2 TOP PLATE IS ATTACHED TO IX2 TOP PLATE IS ATTACHED TO 2X2 UPRIGHTS WITH CAPRI CLIP WITH (4) WALL BEAM WITH # 10 2" 6" FROM 10 1" OR BLIND SCREWED WITH (2) ENDS 24" O.C. 910 2" PER SIDE z U w0 lNX N n i O A 2X4 UPRIGHT m X D UO rx NHC' ADx n o x Q 3 4t xxQ3 KICK PLATE IS ATTACHED TO STRUCTURE 2X2 WITH #10 1" 6" FROM ENDS 18" O.C. IX2 BOTTOM PLATE IS ATTACHED IX2 BOTTOM PLATE IS ATTACHED TO TO CONCRETE WITH 2-1/4" X 1/4" UPRIGHTS WITH CAPRI CLIP WITH (4) 5" X 1/4" IF THRU PAVERS TO FOOTER) 910 1" OR BLIND SCREWED WITH (2) TAPCONS 6" FROM ENDS 24" O.C. 910 2" PER SIDE ALUMINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 X N CABLE DETAIL 1lqli>,, p 1/8" THICK ANGLE BRACKET ATTACHED TO UPRITE AND GIRT WITH (6) #10 1" 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE IDE VIEW OMPRESSION SLEEVE A.S.T.M. A-36 STEEL CLIP JITH (2) 2-1/4"X1/4 TAPCONS ANCHORED INTO CONCRETE 3/4" FROM TOP AND BOTTOM CONCRETE WITH (2) 2-1/4" X 114" T.4PCONS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELUVENATE ANY DEFICIENCIES ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH 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 TH 4401 VINELAND,ROAD SUITE A6 NDO, FL 32811 P.E. # 47509 CA#30930 10/03/2,018 09:13 4073223039 P PAGE 05/05 Q BOUNDARY SURVEY ' PROPERTY DESCRIPTION: LOT 136, BAKERS CROSSING PHASE 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 62, PAGES 97, 98 and 99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. j I PT ON CENTERLINE (Pf, TRACT "A" m Ar 4wm.pOiA GamT (00) . s4 aWM19 YA0. 0 0DISKIdenrouNoMAXkemcr•e LUSITANA #,4r 50' PRIVATE R/W + I PCMT 0. CENTENIP+E r. IBB_590'00'CO'E a20.00' (P&M) _ n•.,;.T - ,•• ., 59D-00'00°E 135.00' (OdcM) — T S90100'OV"E w85.w (C&v5 - I o I N90-00'00".. e inE0.00mw ' (P&M) O L7I LOT t37 APRON ' ' / ro !? CONC. E/- AI 12 IV U.E j Ca c. ""VI 46 COS Z. O a 0 SINGLE FAMILY LJ RESIDENCE $331 FOUNO 5/8' I,R. 00 1A, wP CORNER O.e' S/O.a' I LOT 176 LEGEND. 6 - DELTA/CENTRAL ANGLE A/C AIR CONDITIONER APT, APARTMENT 00 = BEARING BASIS C - CALCULATED CH . CHORD c$ CHORD BEARING CBw - CONCRETE BLOCK WALL CM. - CONCRETE MONUMENT CNA + CORNER NOT ACCES51BLE CONC. o CONCRETE GOV. - COVERED D - DESCRIBED EI/O%o - DOING BUSINESS AS CONCRETE BRICK lam.-J LINE BREAK CENTERLINE RIGHT-OF-WAY LINE BUILDING SETBACK LINE PVC-VINYL FENCE/VF e—o—o-•-o---a—c—e— WOOD F£NCE/WF CHAIN LINK FENCE/CtF Owi — DHU OVERHEAD UTILITY LINES R S90100'o0 w 50.00' (P&M) LOT 127 E D.E. = DRAINAGE EASEMENT D.U.E, - DRAINAGE & UTILITY EASEMENT E,O.P. - EDGE OF PAVEMENT E.O.w, - EDGE OF WATER F = FIELD FF ELEV FINISHED FLOOR ELEVATION I,D, - IDENTIFICATION I.R. = IRON ROD 10 = IRON PIPE L - ARC LENGIH L$ LAND SURVEYOR LB a LAND SURVEYING BUSINESS Ll = MEASURED MR . NON -RADIAL O.R. + OFFICIAL RECORDS P PLAT PC POINT OF CURVATURE PCC P POINT OF COMPOUND CURVATURE PCP PERMANENT CONTRO(, POINT PI r POINT OF INTERSECTION DI UTILITY RISER UT:UTY POLE SET 1/2' I.R. & CAP LB 17020 FOUND PROPERTY CORNER OUN^ CONCRETE MONUMENT r I. Qfuy iANy1 SC/Its. rooa^ ON \Q.d/IYsh, tlYEl /Y4 iC S.TS AJ S%dcJn p h JJ 4d . Fvr ,L c &X1 P'y r/bftiv I 4 j Q' z rODNo 0/M1 LR, N0 LO.— WF CORNER 0.8' S/0.2 E f LOT 128 POB = PC.\' a"cvINNENG POC r POINT -Or CDNLIENCEMVJ' DOL = MONT 071, LINE qC POINT OF REVERSE' CURVATURE PRM = PERMANCNr REFERENCE MONUMENT PS/. a PROFESSIONAL SURVEYOR & MAPPER PT c POINT OF TANGENT RADIUS AO RADIAL PSS, _ RESIDENCE RP RADIUS POINT R.PW = RIGHT OF WAY W = SIDEWALK 90 = TO BE DETEFLUNED TOP OF BANK YP) lY lOAL R, o L;TIL1:" ROOM U.E. q UTILITY EASEMENT YEA! = WATER METER wPP - WOOD POWER POLE NOTE 1; THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2; TNIs SURVEYOR HAS NOT ABSTRACTED THE LAND R EQUM EIID INSPECT] Bh'# Sim M}Y A® >Yll®II41 D 5 Il'Il ill®JIIl. Footer / Setback Stemwall Foundation• / Form Board.'Survey Slab- /Mono STab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing ; Wall's' Sheathing! 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