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HomeMy WebLinkAbout523 San Lanta Cir (2)t t 81 OC CITY OF SANFORDDEC2O201iBUILDING & FIRE PREVENTION PERMIT APPLICATION BY: Application No: J % Documented Construction Value: $ Jr Job Address: 3 Sal) La-fN C`, Historic. District: Yes. No 0- Parcel ID: 3 ' ' 3) - S 5Y 6 600 0 110 Residential Commercial Typeof Work: New F] AdditionEl Alterations Repair El Demo El Change of Use -Move'.] Description of Work: '6 x l6 SCl-enn)oP 6 eK( no ' CQYI .% % o4h. 5 jz, M-F- Plan Review -Contact Person: (Sel) 'Z Jr` Title:- . PhoneL tXU ' 75.5 Fax:: ' M/ Email: CkN% fe e-SelYZe iZ,1V l?t0. (01 Z ly Cc-t-Q • . Property Owner Information Name - +' y.5f U S inn 12 dr11 Phoned i' Street: noSy D-e L "1"1 n b 12f &A — Resident of property? City, State Zip: C'L 1 N , FL- 3 0 7 p Contractor Informat l• Name GI ` eZ " (1i J tJOl j 6k(G04( : Ph on -7 Street: 7a76 P • V d 1(,,5 or l ue- Fax: 3 City, State Zip:Oe-1 i "1 L - State License No.: Architect/Engineer Information - Name: /i T l Phone: ° 73 f -l 7 , Street: l U V I f1 lie% Fax: S F`" (?X30/ n;;,, G l City, St, Zip: C `L C l/ E-mail: n Bonding Company: Mortgage, Lender: _ Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAYAESULT 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, beaters, tanks, and air conditioners, etc. 0 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: Lune 30, 2015 Permit Application 4\ 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 Date ... _._, Signature of Con ctor/Agent. Date Print Owner/Agent's Name Pri t Contractor/Agent's Name WWI Signature of Notary -State of Florida Date. Sig atup, aBtary- tate of r1orida at ANNETTE M EATON _. MY COMMISSION #FF119937 FoF,o,. EXPIRES May 20, 20 .8 407) 398-0153 FloridallotarySe .corn Owner/Agent is Personally Known to Me or Contractor/Agent is ' Personally Known to Me or Produced ID Type of ID Produced ID Type of ID Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Q Construction Type: Occupancy Use: - Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing -.# of Fixtures Fire Sprinkler Permit: Yes No- # of Heads Fire Alarm Permit: Yes 0 No APPROVALS: ZONING: 5 UTILITIES:.- WASTE WATER: ENGINEERING: FIRE: `: BUILDING: t-t-ta COMMENTS: Ok to install`20' x 10' (200 square foot) screen room on existing concrete slab. Meets area and dimension regulations for the SR-1 zoning district. Revised: June 30, 2015 Permit Application 10/25/2017 SCPA Parcel View: 31-19-31-505-0000-0110 Property Record Card i I Parcel: 31-19-31-505-0000-0110 Owner: SMITH ALOYSIUS E & JANNIE sEECr wrv'non Property Address: 523 SAN LANTA CIR SANFORD, FL 32771 J Parcel Information Parcel 31-19-31-505-0000-0110 Owner SMITH ALOYSIUS E & JANNIE Property Address 523 SAN LANTA CIR SANFORD, FL 32771 Mailing 820 DELFINO PL LAKE MARY, FL 32746-2363 Subdivision Name SAN LANTA 3RD SEC — — Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions Legal Description LOT 11 — SAN LANTA 3RD SEC PB 13 PG 75 Taxes — Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 I 1 Depreciated Bldg Value 65,962 62,204 Depreciated EXFT Value Land Value (Market) 15,000 _ 15,000 — Land Value Ag Just/Market Value ** 80,962 77,204 Portability Adj----------- Save Our Homes Adj I $0 I $0 Amendment 1 Adj 0 0 P&G Adj _-- 0 0 Assessed Value 80,962 77,204 Tax Amount without SOH: $1,470.08 2017 Tax Bill Amount $1,470.08 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 80,962 ! 0 i 80,962 Schools i $80,962 0 i 80,962 City Sanford------- J-_-- 80,962 i 0 ; 80,962 SJWM(Saint Johns Water Management) v — j $80,962 ; — 0 80,962 County Bonds 80,962 0 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED WARRANTY DEED 1/1/1977 1/1/1974 1 01136 01027 0385 11716 23,000 i Yes i $23,400 Yes Improved Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 f 1 ' $15,000.00 15,000 Building Information Description Year Built Fixtures I Bed I Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 i SINGLE 1974 51 3 1 1.5 1 950 I 1,560 1 1,210 BRICK+WOOD $65,962 i $85,665 J Description Area FAMILY COMBO i GARAGE 200.00 http://parceldetail.sepafl.org/ParcelDetailinfo.aspx?PID=31193150500000110 112 Uttice/Warehouse/Showroom U,Iix r tl Servicing720N`. Uolusia Avenue Volusia/FlaglerOrangeCity, FL 32763 ED SENEZ Seminole/Orange/Lake Phone 386-775- 008ALUMINUM SPECIALISTS, INC. Osceola/Sumter/Marion 9 Fax: 386-779 "ESTABLISHED 1980" Toll Free: 855-7754 5 4915RX-0059404 CONTRACT SUBMITTED TO: HOME yPHONE: —3y ) DATE: NAME: HIS WORK: CELL: STREET: t ft HER WORK: CELL: CITY: STATE: ZIP: EMAIL. SUBDIVISION: YEAR BUILT. HIS BIRTHDAY: HER BIRTHDAY: ANNIVERSARY: Type of Estimate: Screen Room E].GlaSS Room Acrylic Room Lanai Replacement Windows Gutters G Soffit/ Fascia Vinyl Room Pool Cage E Vinyl Siding Hurricane Panels Gutter Protection Other. 9 Color # 1 sir li, # ; 10 Color #2 Details: i} r if Y. N tN isfC. f t.a2( ! f tsi :. K, rS 1JJ S41 L L. 3 PCs Aj tv a Yet j'!W1riNiLFt a3Ce. 1e'i}sA7 2. s:z to 1 r-' • : -a «n.^'` 's G : C1 G" x,'``F R l t Total Price: j, ' ` ^ C s t1 33% Deposit:.- 7 { Draw: FinalPayment: Ste' ! ' f rtc !-0 ' ) too EA r This notice is to ensure that every item discussed during our sales presentation and all understandings arrived at with our Sales Consultant have been included in the sales price and noted on the contract. IF YOU ARE UNSURE OTANYTHING, plense take the time now to clarify the items in question. Please verify that all verbal commitments are noted somewhere in the contract package. Any agreements with any other contractor (such as concrete or electrical work) will be strictly between the homeowner and the other contractor, unless price is included in our price. Buyers right to cancel" You may cancel this agreement by mailing a written notice by certified mail or telegram to the seller postmarked no later than midnight of the third business day after this agreement was signed You may use this page as the notice by writing "I hereby cancel" at the bottom and adding your name and address. The Parties understand anti agree that the contractor shall not be liable for delays caused by strike or other labor disputes, weather conditions, delays in obtaining materials, acts of God or other causes beyond the company's control In the event that E.d Senc-!. Aluminum Specialists, Inc. is unable to obtain all of the required permits or. approvals from any and all regulatory authorities having jurisdiction over the properly in order to commence construction within 90 clays of this contract, the contractor has the option of canceling the contact, refundin.- the deposit and each will have no further obligation to the other. Upon cancellation of the contract, purchaser. will have the option to re -write a new contract at the current price. Owner acknowledges that the contractor has agreed to furnish only the materials, improvements, labor and services set forth above and that any additional materials, improvements, labor and services will require additional payments and an additional contract. 11111i1 II III 111t1 I 1l Mild l iff gll llil THIS INSTRUMENT PREPARED BY GRANT I'IALOY? SEMINOLE COUNTY Name: 1)nt-fe. CLERK OF C1RCiJI7' COURT t. COMPTROLLER Address: 0 1 (,(5L BK 904-4 Pq 1235 (Pgs ) 6-a TTEZ - c CLERK'S Y 201712SL90 RECORDED 12/20/2017 02.48:46 PM RECORDIFIG FEES $10.00 NOTICE OF COMMENCEMENT RECORDED BY hdevo e Permit Number: 1-7 -13 1 Parcel ID Number: 3) ' Cl ^ 3 --,5Z .Y -0006 f 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. 2. GENERAL DESCRIPTION OF 3. OWNER INFORMATI07 Nameandaddress: Interest in property: t ; Fee Simple Title Holder E INFORM ON IF 4 than owner listed above) 4. CONTRACTOR: Name: ' 0' E_< 1 / C L -f-1 I t/ T fib! NU!" Address: ' J.iJt V a- )6 A )c or C 5. SURETY (If applicable, a copy of the payment bond is attached): 6. LENDER: Address: 7. c DNTRACTED FORT E IMPROVEMENT: Phone N mber: Amount of Bond: Phone Number: 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: Phone Number: Adrlrpss- 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 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 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. Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager) State of t' L 6 1-17 County of V V ju& (:) The foregoing instrument was acknowledged before me this 6 16-4- by S lYl 1WL Name of person ma g statement who has produced identification type of identification produced: P P ° R f'aNNETTE IM EATON MY COMMISSION #FF119937 of '' EXPIRES May 20, 2018 407) 398-0153 PloridallotaryService.com I l7/ o VS'; 43 Print Name and Provide Signatory's Title/Office) day of • , 20 ; Who is personally known to me OR 0., t Notary Signature y Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: X; I hereby name and appoint: `-L° Z an agent of. Zdl wcz- Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work to ated G zrrr'CA fi Cyr I i Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: 60" Signature of License Holder: STATE OF FLORIDA COUNTY OF 0 00— The foregoing instrument was acknowledged before me this [Fday of , eee4l 20 1 _, by / who is personally known to me or ho has produced as identification and who did (did not) take an oath. Signature Notary Seal) ANNETTE ilia EATON My COMMISSION #FF119937 EXPIRES May 20, 2018 407) 398-0153 Florida Notary Service. com Rev. 08.12) Print or type name Notary Public - State of Commission No. r — Q3 My Commission Expires: 11/13/2017 12:46 3867750089 ED SENEZ ALUMINUM PAGE 07 RECORD co . Py ti ry-, 1' 'G r, {.] i I n`o o ^ '+ ~. 7 - i •r , AOwD' no b . I Plan Types: 1 Screen Room5001Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) DCar Port Patio Cover ING REVIEWED FOR CODE COMPLIANCE Flother: Op"D PLANS EXAMINER sA 3 7 3 718 L' I% FPAR DATE rence:- Standard Non Standard Revision 11 Commercial El Project Address: ILL Date: Contractor Name: Address: SANFORD BUILDING DIVISION ED SBSZALUMINUM A PERMIT ISSUED SHALL BE CONSTRUED TO It A City: 720 N. VOLUSIAAVE, LICENSE TO PROCEED WITH THE WORK AND NOT AS ORANGE CITY, FL 32765 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET M7754915 ASIDE ANY OF THE PROVISNS F THE TECHNICALZipCode: CODES, NOR SHALL ISSUANCEIOOFOA PERMIT PREVENT 06 fFTHEBUILDINGOFFICIALFROMTHEREAFTERPhonefFax: REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Email: Choose One: MailffPick Up 0 E-FileEl Fed Ex 0 No of Copies For FedEx option go to pw.alumiffiumcreendesin.Qom and provide FedEx account Payment: Check D Credit Card' [9-"'-- For Credit Card option go to wwwaluminumscreendesign.co to pay by credit card) Engineering prepared by: Engineer. Michael Thompson, Mac, P-E. (P,rz. # 47509) 4401 Vineland Road- Suite A6 Orlando, FL 32811 Office:407- 734-1470 Cell: 407-7212292 Protect Manager Paul Thomas 386-479-9504 Fax 8W-923-e181 Email, glurnicam Website: MW-aluminumcreendesign, qom CA#M930 11/13/2017 12:46 3867750089 ED SENEZ ALUMINUM PAGE 08 Min im % ** *' .,. - - - - MEASD.A- Lr "l ','' F,. ,'!"• T F.`.,'. }7•a. f i,'r .tlf'.,., 5— '^^' r,.P UMMate wind Speed (mph): 17-r_ Exposed Category: C Risk Category: Screen Room: Insulated n Pan Roof Fascia Wall: Mock © Conventional jr Uprights X Top Plate 2- X 3 Kick PlateY z x Poor ScreenfCage : Dome Gable Mansard Gutter Wail: Block Conventional Beams X Uprights X Purlin X Car Pore. Insulated Pan Fascia Wall: Block Conventional Beams X Post X Patio Cover: Insulated Pan Fascia Wall: Block Conventional Beams X Post X _ .. Concrete: 9 Existing [T New: 4"Slab Pier Ribbon Footer X Pavers[] Note: In the event that *Kwe is a conflict with the design plans and general notes and design standard, the contractor ball utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction beween the plans and the general notes and design standard. Enginnar: Michaal Thompson, MSc, P.E_ (PE##47WQ) 4401 Vlneland Road Suite A6, Orlando, FL 32811 GA#30830)-Ph 407-734-1470/Fax 407-734-1790 3 AS ML..tM & C o n s'rUry' or, _r_. e@ 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 2014 (5' Edition) Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -140 MPH (FBC Table 2002.4) (40 psj) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any I 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 I foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 _ www.aluminumscreendesign.com l mm AS DPl A rinur- C.. sirvc`-i..n ' Structural Aluminum: Q1r Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum 1 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. 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 =140 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 = 7'-3" 2 x 3 Purlins = 7'-3" 2 x 3 Wind Brace = 8'-9" 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 1/4" Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com e A.z 1 „R3.1L f. , ' .r„ i ,n Er.gAG Beams & Uprights: lq 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. 140 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 7'-6" 3" Spans 12'-5" 3" Spans 13'-10" 6" Spans 18'-5" 2 X 4 8'-0" 2 X 4 8'-0" 2 X 5 9'-6" 2 X 5 8'-6" 2 X 6 1 10'-6" 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 F-0" along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. 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 A 11/1.3/2017 12:46 3867750089 sub o 1 zY-A xZ ZY"Of ED SENEZ ALUMINUM PAGE 09 W Lc %% oBF in the event of a conflict in member sizes shown on the plans and the general notes, the contractor must utilize the morfa string(,nt member size requiremetttr". BEAM IS ATTACHED TO UPRIGHTS WITH (8) #10 1" ON EACH SIDE OF BEAM 3" INSULATED PANELS ARE ATTACHED TO ALUMINUM STRUCTURE WITH 4) # 10 4" PER PANEL OR 6" FROM ENDS 24" O.C. TYP. 2X2 & 3X2 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 15' 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 ALUMINUMSCREENDESIGN.COM ALUMINUMSCREENDE S IGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 2X2 POST .046 OR GREATER 2 HINGE 2X2 IS ATTACHED TO BLOCK STRUCTURE WITH 4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO BEAM WITH (2) #10 1" & INTO BLOCK WITH 2-1/4" X 1/4" TAPCON 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 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH 4401 VINELAND ROAD SUITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO FL 32811OFTHEFLORIDABUILDINGCODEFOROPENANDSEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. .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 : A n91 n 5 SIDE WALL DETAIL 2X3 2X2 1X2 AL UMINUM S C REENDE S I GN. C O M 3" INSULATED PANELS ARE ATTACHED TO ALUMINUM STRUCTURE WITH 4) # 10 4" PER PANEL OR 6" FROM ENDS 24" O.C. TYP. 2X3 BEAM PLATE IS ATTACHED TO STRUCTURE 910 1" 6" FROM ENDS 18" O.C. 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 910 1" 6" FROM ENDS 24" O.C. 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 1X2 BOTTOM PLATE IS ATTACHED TO UPRIGHTS WITH CAPRI CLIP WITH (4) 2 HINGE DOO 10 1" OR BLIND SCREWED WITH (2) jrj/ 10 2" PER SIDE EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.C. DESIGN STATEMENT MICHAEL THOMPSON ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDQ, FL 32811 SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. E E-' . # 47509FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CA#3093 0CONTRACTORSHALLNOTIFYTHEENGINEERIMMEDIATELYSHOULDSITECONDITIONSDIFFERFROMCONSTRUCTIONPLANS 1-5 t , LOT Co,n cr'e-A-e SITE COPY M KJCi C.s p 1®VJ Cl . 890B. R.O- w - 65.00i r FO. XCUT P. G. l i COIf .1 • .1 ONE STORY swGLE FAMLY REMENCE r 0 820 37. 4' O O 0 0 CO w 11 otjo- be ill b' 10 N w% ttha LZ° OF 0a"SE 12 wku-S 0-5rAIL- pLA, 5,;lC z REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE lST - 65.00' sET 4 iR. Ok to install 20' x 10' (200 square foot) nPr 7 screen room on existing concrete slab. Meets area and dimension regulations for NCIA COURT NORTH the SR-1 zoning district. 50. R/N 0 0 N u'" Jc SANFORD BUILDING DIVISION 5 s y , D PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS G Y ALfrHORITY TO VIOLATE, CANCEL, ALTER OR SET AS . H IDEANIt' O THE PROVISIONS OF THE TECHNICAL V 2 Z 2 2 _-;t?AES NORSHALt ISSUANCE OF A PERMIT PREVENT E B di tNG OFFICIAL FROM THEREAFTER LEGENDWOOD FENCE D.E. DRAINAGE EASEMENT WIRE FENCE U. E. UTILITY EASEMENT A NAIL FD. FOUND O PROPERTY CORNER P PLAT R RECORD ASPHALT M FIELD MEASURED O.H_L. OVERHEAD UTILITY POLE C CALCULATED P.P. POWER POLE CL CLEAR TX TRANSFORMER ENCR ENCROACHMENT CATV CABLE RISER CL MINE W.M. WATER METER CONCRETE TEL TELEPHONE FACILITIES It PROPERTY LINE ® COVERED AREA C. M. CONCRETE MONUMENT B.R. BEARING REFERENCE F. I.R. FOUND IRON ROO CH CHORD F. I.P_ FOUND IRON PIPE RAO RADIAL 0 LtOUIRlNCxA' OORIJECTION OF ERRORS IN PLANS, ONgTRUCTION OR VIOLATIONS OF THIS CODE 1 HEREBY ``h4 sIFY 3i2 T-T'DA SiMiVEY MEETS THE MINIMUM TECHNICAL STANDARDS FORTH B THFL DA BOARD OF PROFESSIONAL LAND SURVEYORS Ito• .- 611 tT iilD, / D.511NISTRATIVE CODE. PURSUANT TO SECTION 472. 027. FLOR $'rdTLI E _ SIGNED RALPH SWEROLOFF REGISTERED LAND SURVEYOR NO. 3411 STATE OF FLORIDA 0 LtOUIRlNCxA' OORIJECTION OF ERRORS IN PLANS, ONgTRUCTION OR VIOLATIONS OF THIS CODE 1 HEREBY ``h4 sIFY 3i2 T-T'DA SiMiVEY MEETS THE MINIMUM TECHNICAL STANDARDS FORTH B THFL DA BOARD OF PROFESSIONAL LAND SURVEYORS Ito• .- 611 tT iilD, / D.511NISTRATIVE CODE. PURSUANT TO SECTION 472. 027. FLOR $'rdTLI E _ SIGNED RALPH SWEROLOFF REGISTERED LAND SURVEYOR NO. 3411 STATE OF FLORIDA aw f ; sr W L ENCM COURT ;: NOR TH a! .h 4 h t a r p~. a Legal Description Lot 11, SANLANTA THIRD SECTION, according to the plat thereof, as recorded in Plat Book 13, Page' 75, of the Public Records of Seminole County, Florida. Community number: 120294 Panel. 0065 Suffix: E Date of F.I. R. M.: 4117195 Date offield work: 8121195 Date of completion: 8121195 Flood zone: X Certified to: Aloysius E. Smith and Jannie J. Smith; Fidelity National Title Insurance Company of Pennsylvania; Sierra Western Mortgage Company, its successors and/or assigns. Property address: 820 Valencia Court North Sanford, Florida 32771 Survey number: Y-6968 ES BEARINGS SHOWN ARE EITHER ASSUMED. PER PLAT, OR PER RECORDED INSTRUMENT. LEGAL DESCRIPTION PROVIDED BY OTHERS. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. ELEVATIONS ARE BASED ON NATIONAL GEODETIC DATUM. FENCE OWNERSHIP NOT DETERMINED. WALL TIES ARE TO THE FACE OF THE WALL. NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL. ONLY VISIBLE ENCROACHMENTS LOCATED. NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 7700 North Kendall Drive Suite 409 Miami, Florida 33156 305)271-3655 Fax (305) 271-8499 2201 Lucien Way Suite 402 Maitland, Florida 32751 407)875.1470 Fax (407) 875-3195 Nationwide 1-800-Z27.2854 AND AFFILIATED COMPANIES Fax:1-800-227-2860 REQUIRED INSPECTION SIEQUIENC E WD4 . _ E$uV7LIIY I f lEn1BJf&1 1I i Min Max Inspection Descri tion Footer / Setback Stemwall Foundation / Form Board. Survey Slab / Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing— Walls - Sheathing — Raof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco ./ Siding Insulation Final Final Utility Building Final Door Final Window c70b Final Screen Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final. Building. (Other), t Address: c:Z7.2 . ,...TA Min Max ICns ection J<Descri2tion m•rm.rr Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final ry Min Max Ilnsuction Descn iRtion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 1.TJL`'W4L11.LV.QV tHiIG LL61w'.ILU.{LL'. Min Max-, Ins ection Description Mechanical Rough Mechanical. Final 10'I[iBn Max V rmsi2ection. Descri tionn Gas Underground Gas,Rough Gas Final R Ea'Ti S EIID: June 2014