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HomeMy WebLinkAbout329 Bella Rosa Cir; 18-4175; SCREEN PORCHOCT 0 8 2018 CITY OF SklTFORD PERMIT APPLICATION i BUILDING DIVISION /1y f SApplicationNo: ` 7 Documented Construction Value: $ 15, opo Job Address: _-Sa-9 la A Q 2*eqg Historic District: Yes No Parcel ID: Residential'Commercial Type of Work: New Addition Alteration Repair Demo Change of Use El Move Description of Work: 4p"x VE k' 01_-_4i 4At4k h d— ('9 i . E `fl 'Vl -_U a' 1z)" X l , fo-b'mac Plan Review Contact Person: `c3 l, LLa • IUes Title: CTri,V),(' Phone: Fax: Email: or I-QeaaA.CLwn Property Owner Information Name ku./) Phone: (_L1'0-1) 9(08— 0(0q(e Street: Resident of property?: LVe -> City, State Zip: a , f(a_ 3pT11 Contractor Information Name Q)AA d VD nt n..e.-Q. Q Phone: (Z0 5'7 %'5& Street: (fl' RZ 4. 4L cL et-, Fax: City, State Zip: -13PC State License No.: SC.Ci31 g%`(P Architect/Engineer Information Name: D21 ck p 'VYI Phone: qL7* )34--142D Street: k VL"Coi }" Fax: City, St, Zip: kAI0AQ +I&E-mail: dj.L C&I, Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. K FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6rh Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID d Signature of Contr or/Agent Date Print Contractor/Agent's Nanie Signature of Notary -State o ; BBIE BLANTONt. ntPFY % ; MY COMMISSION # FF 178648 9JF •F EXPIRES: February 25, 2019 Bonded Thru Notary Public Underwriters Contractor/Agent is nown to Me or Produced ID Type of ID L— epp - ((,I -iC) BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Sa-1 APPROVALS: ZONING: 10,23-12 Q UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes []No WASTE WATER: BUILDING: -5F:'- I I - (5' 1 R COMMENTS: _ Ok to install 20 X - ( o?70 sqft) as shown on plan. Meets area anaimension regulations for the SR - I zoning district.must be a minimum of 7,-! r ft from the side property line and a minimum of i from the rear property line. y9,ggo /S/1, REQUMD DTSPECTL 13Pff. *a-LJ-11P T r Mmr Max Irms1eecdoA Desvd2d Footer / Setback Remwall Fbundativi/ Form Board -Survey 1* A) Slab- f Mado Slab- Prep our Fill Dovm Cell 'Li Beath/ / Tip S --headiing-L, Walls- 1 Sheathing!, Roof I Roof Dry Th.' Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspedtioh Final Solar Roof Final Stucco- /,'Siding Ihsulation, Final Final Utffh Buirding- Final Door Final Window Final Screen.Room Final.. Pool 8breen Enclosure. Mobile Home Building - Final' Pro - Demo Final Demo. Final Single Residence, 7r Final. Building (Other) REWSIED, Yane 20144 Address: Mn max Ivm!cflom Descritflonn Electme Underground boter F '/' Slab9teel Bond Electrfe Rough T.U. G. I I Pre -Power Final Electric Final min Plumbing Underground Plumbing Sewer Plumbing Tub. Set Plumbing Final Mechanical Rough Mechanical. Final MEM max IIms ecilom"Des-ed flom, Gas Underground Gras Rough I G, as-Fina-I cr Property Record Card PAPi Parcel: 29-19-31-502-0000-0370 SEt; cFr Property Address: 329 BELLA ROSA CIR SANFORD, FL 32771 Parcel Information Parcel 29-19-31-502-0000-0370 Owner(s) ROSARIO, LUIS Property Address 329 BELLA ROSA CIR SANFORD, FL 32771 Mailing 329 BELLA ROSA CIR SANFORD, FL 32771 Subdivision Name CELERY ESTATES NORTH Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2014) f err, Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildingss 1 Depreciated Bldg Value 149,294 133,435 Depreciated EXFT Value Land Value (Market) 37,000 32,000 Land Value Ag i Just/Market Value 186,294 165,435 Portability Adj Save Our Homes Adj 52,230 34,128 Amendment 1 Adj __.+ O P&G Adj 0 i $0 Assessed Value I, $134,064 131,307 Tax Amount without SOH: $2,267.00 2017 Tax Bill Amount $1,617.00 jl0 2 10 3 10 4 10 5 10 Tax Estimator Save Our Homes Savings: $650.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 37 CELERY ESTATES NORTH PB 71 PGS 38 - 45 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 134,064 ' 55,000 79,064 Schools 134,064 30,000 104,06-4 City Sanford 134,064 55,000 ! 79,064 SJWM(Saint Johns Water Management) 134,064 ; 55,000 ' 79,064 County Bonds 134,064 55,000 ; 79,064 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 1 8/1/2010 07455 0531 159,500 { Yes I Improved WARRANTY DEED 6/1/2008 07014 0848 3,018,400 I No I Vacant Find Ccmwmbta Solos Land Method Frontage Depth Units Units Price Land Value LOT I 1 $37,000.00 ; $37,000 Building Information Is Bed/Bath count incorrect? C Year Built Southern Screen . PROP NO. 682 Venson Court { SHEET NO. Deltona, Florida 32738 386-574-7567 D TE p License # SCC131149796D -x8 PROPOSAL SUBMITTED TO: WORK TO BE PERFORMED AT: i M-4 ,_a ra - r: jim i • f ii ADDRESS DATE OF PLANS ARCHITECT We hereby propose to fumish the materials and perform the labor necessary for the co pletion of u a I a u!'X 1 a" favbV0 5 la 1114C All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of c/1'L.t..t: \ I i0S CU)iJ, d.ollars($ lqlclgQa with payments to be made as follows. Respectfully-submitte — - - - - - - - - - An alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge Per `L / 6&_ over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Note -This proposal may be withdrawn by us if not accepted within days. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. Yo are authorized to do the work as specified. Payments will be made as outlined above. Signature Date Signature Grant Maloyy Clerk Of The Circuit Court & Comptroller Seminole County, FLInst #20181 i 1627 Book:9220 Page:1717: 1( 1 PAGES) RCD: 10/1/2018 8:47:30 AM REC FEE $10.00 THIS IN UMENT PREP D BY: Name: LAX -- Ad dress Gt- NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: Parcel IDNumber; oriq—)i-dil-.Kaa-nmr-n fra 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 - DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) L-OT3'7 Q 0102W pn a78a Me.-Ti ' :t--! 8 -Ll-:;. GENERAL DESCRIPTION OF IIMMPROVEMENT- 40, X V3111-1 -1- 0,15 nc o'y . OWNER INFORMATION: Name: cVu a DSn Z Address: Fee Simple Title Holder (if other than owner) CONTRACTOR: Name:y_ r es ICL n'if LJ 99n-- Address: (QiCZ Vedj0r`+n Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: 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. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true to the best of nowledge and belief. Own is Signature errs Printed Name Florida Statute 713.13(1)(g): ` The owner must sign the notice of commencement and no one else may be permitted to sign to his or her stood.' State of -V(xt &CL_ County of o X`Ii_A kj . 0 The foregoing Instrument w'E asacknowledgedbeforemethis 'day of OtA ox- . 20 Y$ by 1 n. "dam 144n al Who Is personally known to me ©-- Name of person making statement OR who has produced Identification type of identification produced: 1( 9 TAMELA, L. CAMPBELL 0`!'] t1/ MY66N&SSION Al 0048269 Notary Signature ttRES: JA—y 22, 202t Oct 01 18 0,7:,02a ' Southern Screen, LLC 386 574 7567 P.1 RECORD COPY Plan Types: Screen Room Sun Roam Fill In Pool Scree nlCage (Non -Removable Screen — Designed to withstand actual Wind Speed) Car Port Patio Cover Other: Standard Project Address: City: D,, i:,A 3 Zq ?Alllcl '(LOs C-Xlr Contractor Name: So,_rat c f ' `' Address: ( e,9:2- \itv~ s0- C ity: t REVIEWED FOR CODE COMPLIANCE Zip Code: PLANS EXAMINER PhonelFax: jS'-`-' 7 DATEI- Email: w- Jc-(-e-Qot • cpw Choose One: Mail Pick Up Date: I10-- l - V-(f i2 J SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE E-File Fed Ex/UPS- # of Copies Single PDF Each Page Separate z(For FedEx option go to ww,, alui-niiiuinscreendesi,,7,,;n.com and provide FedEx/LTPS account #) Payment: []Check PCredit Card` For Credit Card option go to w.Aly aluminumscreendesi(n.com to pay by credit card) Engineering prepared by: Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) 4 1 / U 1 tt 4401 VinelandRoad- Suite A6 Orlando, FL 3281 Office:407- 734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax: BBS-923-8181 Email: aluminumscreendesignLc yahoo.com Website: wryw aluminurnscreendesign.com cA#30930 Oct 01 18 07:02a • Southern Screen, LLC 386 574 7567 p.2 Ultimate Wind Speed (mph): 3 0 Exposed Category: C Risk Category: 1 Screen Room Sun Room Fill In: Insulated Pan Roof Gutter Fascia Block Wall Conventional Wall 4th Wall Uprights Z X W Top Plate 2 X 3 Chair Rail 2_X 3 Kick Plate Uprights Top Plate 2- X Chair Rail 2-- X_y Pool Screen/Cage : Dome Gable Mansard/Hip Gutter Fascia Block Wall Beams X Uprights X Purlin X Beams X Uprights X Purlin X Car Port Patio Cover: Insulated Pan Roof Gutter Fascia Block Wall Beams X Post X Shed/Slope Conventional Wall Chair Rail X Chair Rail X Kick Plate Conventional Wall 4th Wall Concrete: 6 " Existing t lew:A"'Slab Pier Ribbon Footer X Pavers 6" Thickened Edge Other: Note: in the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more shingent 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 A6, Oriando, FL 32811 CA#30930)-Ph 407-734-1470/Fax 407-734-1790 i xai N,3 ` sqr fit. 60 General Notes & Design Standards Screen Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2017 (6' Edition) Aluminum Design Manual 2015 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psfi 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 R!"MmA 5 D & F 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 1/4" 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 t xd 11NU aS N DES r A. DA ... .i i, .y 1. C i E }'fig .. .. 3 Hole Alignment: O% 1 Poor matching holesmustberejected. Contractor shall prevent holes from drifting and distort the metal. A11 chips r and foreign matter between contacting surfaces shall be removed before assembly. Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/ or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY BEAMS & COLUMNS - SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Beam -Size Max Beam Span & Max Column Spacing Column - Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 6'-0" 2 X 3 8'-0" 3" Spans 13'- 6" 3" Spans 15'-0" 6" Spans 20'- 0" 2 X 48'-6" 2 X 4 8'-0" 2 x 5 10'-0" 2 x 5 9'-0" 2 X 6 12'-0" 2 X 6 10'-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 x 4 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". Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of 1'4' along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl, tempered glass, and acrylic panels: Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds exceed 75 mph ( 34 m/s)." visible when the panel is installed. 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 A BEAM IS ATTACHED TO UPRIGHTS WITH (8) # 10 1" ON EACH SIDE OF BEAM 3" INSULATED PANELS ARE ATTACHI TO ALUMINUM STRUCTURE WITH 4) 910 4" PER PANEL OR 6" FROM ENDS 24" O.C. TYP. 2X3 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL CLIPS WITH (4) 910 1", CAPRI CLIPPED WITH (8) #10 1", OR BLIND SCREWED WITH (3) # 10 2" 2X4 OR GREATER BEAMS UP TO 1S ARE STITCHED TOGETHER WITH # 10 1" 6" FROM ENDS 24" O.C. 1X3 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) 101" & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON ALUMINUMSCREENDESIGN.COM ALUMIN UMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 FRONT WALL, BACK WALL & SIDE WALLS TOP PLATES ATTACH TO ROOF MEMBERS WITH #10 1" 6" FROM ENDS 24" O.C. TRAP 24" O.C. MAX 4" FROM T WED THROUGH GUTTER INTO ATTACHED TO FRONT OF 11 XTRUDED GUTTER IS ATTACHED TO ASCIA WITH # 10 4" 6" FROM ENDS 4" 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 2 HINGE 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. DESIGN STATEMENT MICHAEL THOMPSON 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 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN SOTRUCTURES AND SHALL WCETOMEETTHEREQUIREMENTS TH STAND ULTTIMATE WIND SPEEDS OF)130 MPH ORLANDO 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. $ 47509CONTRACTORSHALLFIELDVERIFYALLPLANSDIMENSIONSPRIORTOMATERIALPURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3 093 0, ALUMINUM SCREEN DESIGN TisRURATTACHED SIDE WALL DETAIL ToLUMINM UC E WITH 4) # 10 4" PER PANEL OR 6" FROM ENDS 24" O.C. TYP. 2X3 ALUMINUMSCREENDESIGN. COM AL UMINUM S C RE ENDE S I GN @YAHOO. COM PHONE: 407-734-1470 FAX: 407-734-1790 2X4 BEAM 1X3 BOTTOM PLATE IS ATTACHED TO UPRIGHTS WITH CAPRI CLIP WITH (4) 10 1" OR BLIND SCREWED WITH (2) GUTTER & FASCIA DETAIL EXTRUDED FASCIA IS ATTACHED TO 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ji IZ I.1iceJ3e7 1 2 HINGE 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. DESIGN STATEMENT MICHAEL T'HOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 118" CONCRETE EMBEDMENT DEPTH SUITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) ORL Q/ FL 3281 1 FLORIDABUILDINGCODEFOROPENANDSEMI -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. - P.E. # 47509 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 Z ' C'A#3 093 0i PREPARED FOR AIAP OF SURVEY BOUNDARY WITII IMPROVEjvfENTS" OCT 3/ 261A LOT 37, CELERY ESTATES NORTff, ACCORDING TO THE PLAT -74, TfIE,REOF,AS RECORDED IN PLAT BOOK, 71, PACES 38-4!IF, r ^•: THE PUBLIC RECORDS OF SEA /HOLE COUNTY, FLORIDA:. L Ok to install ?o x /b- (n 70 sgft) as shown on plan. Meets area and i ension regulations for the zoning district. lust be a minimum of TRA T 7,5 ft from the from the rear side property line and a minimum of COMBER TIOyD NAh _ --- property line. 89 ' 50 ' 10 "E 60. 00' ' S EL iTi--- EL; 1d:' I SETBACK LINE A/C`,, 1B o o I o I tiWa LOT 38 o 121 Lnrn III o II ENT) z I EL= 13.0 !•1. 0 II o 21.33' - I I LOT 37 I L RESIDENCE FF- 14.80 IL I 1 U 5. 3333' 111 rl. I 10. 01 0 N EL 12.7 t 10' U.E. FA' D X-CUT ' ON S/w S89 ' 50 ' 15' DAY60 C/ L — 1 EL=12.53 it N89 ' 50' 10 "E BELLA ROSA CIRCLE 50' R/Il PER PLAT PRIVATE' EL= 13.8 10. 0' 5 LU LOT 36 0) F, Q. 0EL= 13. 0 10. 0' . CABLE BBX PONfR BOX EL= 12.7____ FND X-CUT o ON SIN N 452. 50' P. I. FND 1-77 NED LB17514 AUG 1 9 2010 CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OR SURVEY NOTES LUIS ROSARIO SETBACK REOUZREMENTS: UNIVERSAL.'AMERICAN MORTGAGE COMPANY FRONT= 25' SIDES- NORTH AHERICAN TITLE INSURANCE COMPANY REAR 20' NORTH AMERICAN TITLE COMPANY CORNER LOTS- 15' ELEVATIONS SHOWN HEREON ARE BASED PROPERTY ADDRESS: ON NORTH AHERICAN VERTICAL DATUM OF 1988. BEARINGS SHOWN HEREON ARE BASED ON THE 329 BELLA ROSA CIR. RECORD PLAT, THE CENTERLINE OF BELLA ROSE I HEREBY CERTIFY THAT THE NAP OF SURVEY SHOWN CIRCLE BEING N 10' E. HEREON IS IN ACCORDANCE TH THE CAL HEREON LAf:05 SHOWN HENEUN WERE NUT a85TNaCTEU STANDARDS AS SET FORTH BY THE BOaRD OF YBOARDOFSCALE 1 " = 30 ' FOR EASEMENTS RIGHTS-GF-NAY DEED RESTRICTIONS OR ADJOINF.RSOF RECORD. PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17. UNDERGROUND UTILITIES. FOUNDATIONS OR OTHER FLOAIOA ADMINISTAATIVE CCDE PURSUANT TO SECTION 472.027, FLORIDA STATUTES. STRUCTURES WERE NOT LOCATED BY THIS SURVEY. F. I. R. C. 51B LD f 6505 U4.ESS NOTED ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT GAR AGENCYFIRMMAPNO. 12117C 0090 F. EFFECTIVE. R. ROCHE. 05306 09126/07, THE PROPERTY DESCR18ED HEREON IS IN ROBERT O. JOHNSTON. LS NO.. 5031 ZONE AE A LETTER OF MAP REVISION (LOMR) HAS BEEN ISSUED FLORIDA GISTEREO'LAND SURVEYOR AND MAPPER. NOT RECERTIFING THE IMPROVED PORTION OF THIS LOT AS yALIDMITNOUi THE SIGNATURc' 6 7FL OgIGINAI RAISED DYE X ( CASE 09-04-5540A). SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. S.C. N. SET CONCRETE NOMJMENT P.O.C. - POINT OF CORWICENENT P) - PLAT A/C AIR CONOITlONING UNIT PA - MOPOSED F.C. M. F. I. A.C. FIX CON wre maKuwNr FOLOM IRONRODANDCAPP. 0. 8. P.O.T. POINT OF OEGI-94 POINT OFTERMDAfiC) - CALC TED IEtSUtENENT 0O - FIELD MEASU'iEMENT EL FAC ELEVATIONFENCE ' C%- -COVETED" S/M - ^' OENALK F. 1. A. S. I.R.C. Fd,M 7RUI AGO SET IAU! ROG M CAP P.C. P.C. P0J!!T OF CUFYA TI6.E FO.NIOFINTERSEO.TION W - DEED OR GESOIRIPTILY! A - DELTAORCEIHRALANGLEFF. D. U.£. FIN7511E0 FLOOR ELEVATION UUINAGE AADUTII1,,ITV EASEMENT D/M - 097YENAY C/L ,- CENTEAL THE FhO 90 FNO FOU:D NAIL ANT DISK M-0 P.T. U.E. POINT OF TANGENCY UTILITY EASERLNT R - RADIUS A - ARC LEM LS RIK LICENSEDSIRYEYDA RIGHT OF MAY cow - CONC' AETE TES. - RESIOENC£ P.C. P. PERNAMEN1 CONIRU POINT O.E. DRAINAGE EASEMENT LD - LICENSED B151NE55 P.R.N. PEIYURLI7T'REFEIi%SE Ma\UCTI ESNT - EASDW DATE OF FIELD SURVEY \ PROJECT INFORMATION PLOT PLAN 03101110 03109110 BOUNDARY 3126110 F0RN50AR0 5/ 12/10 FOUNDATION 5119110 FRfiNKLIN, HART & REIIJ JOB NO. 117012 CIVIL ENGINEERS - LAND SURVEYORS DRAWN BY: TOF 1368 EAST VINE STREET. KISSIMMEE. FL 34744 REVIEWED BY: GRR PHONE 846- 1216 FAX 846-0037 1 CERTS ADDED 8119110 FINAL o7/ 13/so CERTIFICATE NO. LB 6605 J J 9 iy581 DAiurninurnrp 5 M1 .g r ALUMINUM SCREEN DE' AG iM Construction Engineering December 31 ", 2018 Attention: Building Official Job address: 329 Bella Rosa Cir Sanford, FL Contractor Name: Southern Screen Dear Building Official, This letter is to inform you that I, Michael Thompson of Aluminum Screen Design (PE47509) approve the 2" x 2" x 1/8" angle as constructed with 2 (#10) to secure to column and (1) 2 114" x 1/4" tapcons per side secure to concrete pursuant the plans for the screen room enclosure at the above reference project address. Should you have any questions, please feel free to contact Paul Thomas or myself. Digitally signed by MICHAEL THOMPSON Reason: This item has been Thank you, electronically signed& T sealed by Michael A. Thompson using a digitalfsignature. Printed copies of ones i this document are not g,'Roeto considered signed and OMAIE sealed and the signature must be verified on any electronic copies Date: 2019.01.02 10:42:07 05.00' Michael Thompson, MS, PE Structural Engineer 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com