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Home My WebLink About1225 Peterson PlECEIV= MAY 3 1 2016 BY: . CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: i z 2 5 �� w, fp( Parcel ID: Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Description of Work: Plan Review Contact Person: 16 - /Si5_2) (09�5a Historic District: Yes ❑ No AT Residential Commercial ❑ o ❑ Change of Use ❑ Move ❑ 4 c,erq 1 d X 2 0 Xy Title: Phone: 40-7 1 I S 19 $% Fax: y 0L7 gd-�9 0 3 9 Email: 1^4 0 & t I ccwS wn Property Owner Information Name II Phone: 7 3114 7 95.c3 Street: S �e, b -o l.� CA -1 Resident of property? City, State Zip: J F 1 30773 `Contractor Information Name f \ 1 C�+� Phone: ° 7 3a q9 9 6 to Street: 1 Fax: `{ 07 3o'x a- T 03 / City, State Zip: c4 r( 3p,77,9 State License No.: CaC 06-3 0 07 ArchitecVEngineer Information Name: r+.)AV*1 I Phone: Street: qt Oi V I Kd4,.,, / Fax: City, St, Zip: 0 / G .r, " F ( 32&21 E-mail: Bonding Company: Mortgage Lender: Address: 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. 1 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. 1 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: 51° Edition (2014) Florida Building Code �q Revised: June 30, 2015 Permit Application 11 \��.; '' d"! ECEIV= MAY 3 1 2016 BY: . CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: i z 2 5 �� w, fp( Parcel ID: Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Description of Work: Plan Review Contact Person: 16 - /Si5_2) (09�5a Historic District: Yes ❑ No AT Residential Commercial ❑ o ❑ Change of Use ❑ Move ❑ 4 c,erq 1 d X 2 0 Xy Title: Phone: 40-7 1 I S 19 $% Fax: y 0L7 gd-�9 0 3 9 Email: 1^4 0 & t I ccwS wn Property Owner Information Name II Phone: 7 3114 7 95.c3 Street: S �e, b -o l.� CA -1 Resident of property? City, State Zip: J F 1 30773 `Contractor Information Name f \ 1 C�+� Phone: ° 7 3a q9 9 6 to Street: 1 Fax: `{ 07 3o'x a- T 03 / City, State Zip: c4 r( 3p,77,9 State License No.: CaC 06-3 0 07 ArchitecVEngineer Information Name: r+.)AV*1 I Phone: Street: qt Oi V I Kd4,.,, / Fax: City, St, Zip: 0 / G .r, " F ( 32&21 E-mail: Bonding Company: Mortgage Lender: Address: 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. 1 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. 1 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: 51° Edition (2014) Florida Building Code �q Revised: June 30, 2015 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 wil I 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 Contractor/Agent Date � / tL-2—/�7) l� 7 A QSbRJ1 k -"T `1 r1 Jle� Print Owner/Agent', arae Print Contr is Name of to d a otary-Slate a BRYAN DORION ,•""r'p��. BRYAN DORION Notary Public - State of Florida ,'+P? ��` Notary Public - State of Florida ` Commission # FF 181319 -• : : • Commission # FF 181319 My Comm. Expires Mar 27, 2019 "',,� My Comm. Expires Mar 27, 2019 •x.11" r. 0% .,•F0s" ,ational Notary Assn. h National Notary Assn. '`� ��„` , Owner/Agent is r Contractor/Agent is Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas[] Roof ❑ 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 ❑ No ❑ 'Sooc�--'" APPROVALS: ZONING:64-16. '� UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 71r G•.Z-1� COMMENTS: Ok to install 10' x 20 Y' concrete slab and screen enclosure as shown on plan. Meets 7.5 foot side yard, 20 foot rear yard and open space requirements per the approved plans. Revised: June 30, 2015 Permit Application SCPA Parcel View: 11-20-30-521-0000-0230 http://parceldetail.scpafl.org/Parcel Detail Info.aspx?PID=1120305210... A. Property Record Card Parcel: 11-20-30-521-0000-0230 ft"MMIR Owner. MESSENGER JUSTIN S d DEBBIE A :i MJhkl fY11.W I ll}t11� Properly Address: 1225 PETERSON PL SANFORD, FL 32773 Parcel Information Value Summary Pa11-20-30- 2016 Working 2015 Certified Z Values Values MESSENGER JUSTIN S d DEBBIE A Valuation Method CostlMarket Cost/Market Property 225 PETERSON PL SANFORD. FL 32773 Number of Buildings 1 1 Mailing 1225 PETERSON PL SANFORD, FL 32773 Depreciated Bldg Value E133,298 $128,501 Subdivision Name IDDEN LAKE Deprecated EXFT Value $475 1488 T rstrict St-SANFORD Land Value (Market) $30,000 530,000 DOR Use Code 0103 HOME Land Value Ag Exemptions Just/Market Value " $163,773 $158,989 r 1' Portability Adj I + Save Our Homes Adj $0 $0 Amendment I Adj $0 $14,600 M P&G Adj Value $0 $0 �j , , ^ Assessed $163,773 $144,389 i Tax Amount without SOH: $3,053.11 2015 Tax Bill Amount $3,053.11 MTax Estimator Save Our Homes Savings: $0.00 ' Does NOT INCLUDE Non Ad Valorem Assessments M Seminole County GIS 110A. We TAK Legal Description LOT 23 THE RESERVE AT HIDDEN LAKE PS 71 PGS 33 - 37 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $163,773 $0 $163,773 Schools $163,T73 $0 $163,773 City Sanford $163,773 s0 $163,773 SJWM(Saint Johns Water Management) $163,773 s0 $163,773 County Bonds $163,773 $0 $163,773 Sales Description Date Book Page Amount Oualified Vac/Imp SPECIAL WARRANTY DEED 2/1/2015 08421 0302 $199.700 Yes Improved WARRANTY DEED 8/1/2013 08119 0188 $395,100 Yes Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $30,000.00 $30,000 Building Information Is Bed/Bath count incorrect? Click Here. # Description Year Built Fixtures Bed Beth Base Area Total SF AttijaltERective Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE 2014 9 3 2_5 695 1,992 1,653 CB/STUCCO $133,298 $134,644 Description Area FAMILY FINISH I of 2 4/29/2016 8:31 AM 05/18/2016 08:59 4073223039 P PAGE 05/06 PRACER BUILDERS, INC. $450 Bryant Avenue • Sanford, FL 32773 Telephone: (407) 324-9960 • Fax: (407) 322-3039 State Certified: #CBC053007 www.sunroompro.com • # 1407 3(Y..795-0 NAM DAT 1Me..�5pn�ge./ a a 1� DATE �' - ADDRESS t �2� ». ci F( 3277—T DIRECTIONS: d11A., G«�L ��.,,.. ,4, 4 0', r r9/, SCREEN: CATEGORY;==5'c*i{l.d FLAT: A #*70N rDt.'G. TIE IN: Cy%/l ROOF SIZ$: ! Q W —7B TYPE:Oc✓",q man's Itco whkh am be assened undo any provisions oitm Isar to DOORS: seettre payment of dw contract price and may unn mad Ex ft same u a KICKPLATE: / C� •• i4-/�.e....rw Gca upon the teal property on wbieb irestallatiao is mfde. GUTTERS: -40- $WINDOW agnea m soppy eleeaicd power at job sits s*' WINDOWTYPE: .► FRAME COLOR sr / o.► PORCH OVERHANG: Email v HOUSE O.H.: SOFFTT'1 i PEAK: • / L SIDE: 9 FAN BEAMS: 4L4 SLAB SIZE: /T,&Av AS dr40woYo EXISTING SLAB: X `% DEMO; -� ELECTRICAL: GATE CODE: M 4 �w.sunroomproxom MATERIAL AND WORXMANSHIP GUARANTEED FOR 2 YEARS. NOTE: 1) HAM= CRACKING OF NEW CONCRETE SLABS ISA� Cmtoat:mr exp�y raerva a:1 contractus, mechanics and ntmeal • COMMON OCCURRENCE man's Itco whkh am be assened undo any provisions oitm Isar to 2) $PRINT= SYSTEM MUST BE RELOCATED BY CUSTOMER seettre payment of dw contract price and may unn mad Ex ft same u a 3) DRAINAGE AT BASE OF ROOM 15 RESPONSIDMITY OF Gca upon the teal property on wbieb irestallatiao is mfde. HOMEOWNER.PVrexaav agnea m soppy eleeaicd power at job sits s*' 4 FLOOR MAY REQUIRE UVIU 0 FORTILE INSTALLATION. OWNER IS RESPONSIBLE FORANY REINSPECTION FEES .► o f DUE TO INACCFSSIBIId1Y OR MISSING PERMIT. � Air 6) HOMEOWNER IS RESPONSIBLE FOR HOA ORARC APPROVAL. itC�- Email v 7) ALL WORK AREAS MUST BE FREE OF DEBRIS AND FURNMURN. NO'T'ES: ,rt /all KIC. cam- e oe AA�.r/� I/We bew read dte f9%9inS pmposed eorrbaet W aeeept dw smne on tha terms and eondld=6 prhad on tae maw side �i ,• l�fis . On as suted above eorrrnAtr rt CB r Purchaser: ♦QA4�� Jr /3 Ce F.stims'or Terms: 'or �, 9e O Cash. C'tecic 3Y, Cooveateace Fee for Credit Card trmwtions. We foTI yem labor sad material gaaamtee. HIS INSTRUMENT PREPARED BY: ame: KENT PRAGER Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: 11-20-30-521-0000-0230 111111 Hill 1111111111111111111111111111 Ili 11ARYANNE MORSE► SEMINOLE COUNTY CLERK Of CIRCUIT COURT & COMPTROLLER BK 3691 P3 667 (1Pss) CLERK'S 2016052147 RECORDED 05/19/21.116 (11:54:27 F11 RECORDING FEES $10.00 RECORDED BY hdevore 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) LOT 23 THE RESERVE AT HIDDEN LAKE PB 71 PGS 33 - 37 1225 PETERSON PL SANFORD, FL 32773 2. GENERAL DESCRIPTION OF 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: DEBBIE MESSENGER 1225 PETERSON PL SANFORD, FL 32773 Interest in property. FEE SIMPLE Fee Simple Title Holder (if other than owner listed above) Name: ScIme Address: -CONTRACTOR: Name: PRAGER BUILDERS, INC Phone Number: 407-324-9960 j Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 S. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 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 8. In addition, Owner designates KENT PRAGER of PRAGER BUILDERS, INC to receive a copy of the Lienors 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 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. C/J�IGy (Signature of Owner or Lessee, or Owner's or Lessee's Authonzed OKcer/Director/Partner/Manager) DEBBIE MESSENGER (Print Name and Provide Signatory's Title/Office) State of �C—�' �'�Cv�' County of lH C The for oing instrumen was acknowledged before me this 13 day of by r•'Q/ . Who is personally kno n to me�OR Name of person making s atement who has produced identification 0 type of identification o�"""'�•, BRYAN DORION Notary Publlc • State of Florida Commission p FF 181319 My Comm. Expires Mar 27, 2019 Bonded through National Notary Assn. 8Y �� DEPUTY CLERK 05/18/2016 08:59 4073223039 P PAGE 02/06 RECORD COPY \ go *Plan. Types: 7S teen Room ool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH) Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) Car Port REVIEWED FOR CODE COMPLIANCE Patio Cover S PLANS EXAMINER Liuther: a ,2, I` DATE *Project Address: *City: ,z�AuFaex, *Contractor Name: PRAGER BUILDERS INC *Address: 2938 STONEWALL PL *'City: SANFORD *Zip Code: 32773 *Phone/Fax* : /00/- //.- A PERMIT 196UED 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 • 407-383-9555 / 407-322-3039 *Email: INFO@PRAGERBU ILDERS.COM ILD1Nc *ChoOSe One: Mail] Pick Up Fed Ex*0 No of Co WFORD *For FedEx option got to www.aluminumscreendesi n.com and provide FedEx account #) oF„ ARTW'%A *Paymen'''t: Check Credit Card *� *(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: # 1 6- 1 5 5 0 '��•r' •1-r Ji Engineer: Michael Thompson, MSc, P.E. (P.E. 447509) 5200 Vineland. Road — Suite 250, Orlando, FL 32811 05/18/2016 08:59 4073223039 P PAGE 03/06 ® ALUMINUM SCREEN DESIGN mmoM E A!"i Aluminum a Construction Engineering *Ultimate- Wind Speed (mph): LLO Exposed Category: C Risk -Category: 1 Screw. -Room: Insulated[] Pan Roof❑ Fascia ❑ Wall: Block❑ Conventional ❑ Uprights �x Top Plate x Kick Plate Pool..Scr � /Cage: Dome Gable[]Mansard❑ Gutter Wall: Block❑ Convent'!gnal p Beams _� x S'-_ Uprights x Purlin c;z ,xc;2-- J51"13 65W Car -;Port: Insulated ❑ Pan❑ Fascia❑ Wall: Block ❑ ConventionalF] Beams x� Post Patio. -Cover: Insulated ❑ Pan Q Fascia[] Wall: Block[:] Conventional❑ Beams x Post x Concrete-- Existing oncreteExisting New: ' Slab PierORibbon Footer —X— Pavers❑ Other: • ALUMINUM SCREEN DESIGN ■■ASD ly Alrnr: •,ry t .:et.lrr;-1 err t: r.g.r.oe•rrrq General Notes & Design 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. Desien Codes: Florida Building Code 2014 (51 Edition) Aluminum Design Manual 2010 ASCE 7-10 Desien 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 /609.4.3) 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 1 foot of any member, not occurring simultaneously with wind load. Desien 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 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com ■.AS ALUMINUM SCREEN DESIGN 4 Alen�:••�rr E �C^:�r�ll tr" tngr.aa:ln,ry Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aiuminum 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 412 screws for end and side laps spaced at 12" mar 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 = 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 %" Reinforcine 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 Alienment: 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. 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com ■■�� ALUMINUM SCREEN DESIGN k4 L Aluttrvri t .`c::t��.I .1' Lvl' t.s_'tu� 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 comer and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ft- with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 %2" x '/." tapcons or equal. Beams & Uuriehts: 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 Upright 130 MPH SIZE 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 Bracine• 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) 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 1 I 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. Edee Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com I l40 /XZ p�6 eonA" tt-� Sia b IJt2 I t .`s Oxy x axz x /xz S r FW -Al e/4 RwIveo- #vsc IH IAe WA al a *Wld in member size$ ft" 6 On @Rd Me p"rel roles, ft W,trwb must utke the mve Want member siz A9dwea*- � t cs' i )�' x x lY y Zx a x z - IH IAe WA al a *Wld in member size$ ft" 6 On @Rd Me p"rel roles, ft W,trwb must utke the mve Want member siz A9dwea*- � or cs' i )�' x x lY IH IAe WA al a *Wld in member size$ ft" 6 On @Rd Me p"rel roles, ft W,trwb must utke the mve Want member siz A9dwea*- � y 3Z -7-7 -3 CS) cn _ r N CS) I. - al Co Ul Lo A m N N CD w ILD v / yp/GSC /nd, t° M CD . A m T I 71 )�' x x lY y y 3Z -7-7 -3 CS) cn _ r N CS) I. - al Co Ul Lo A m N N CD w ILD v / yp/GSC /nd, t° M CD . A m T 05/18/2016 08:59 4073223039 P PAGE 06/06 BOUNDARY & AS -BUILT SURVEY DESCRIPTION: (AS FURNISHED) LOT 23 THE RESERVE AT HIDDEN LAKE AS RECORDED IN PLAT BOOK 71. PAGE(S) 33-37, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY. ORIDA. Pi 1 f APPROVED NLNIVJ n ENG. DEPT. bW I M,w Be I.,r�_ W 1 CURVE TABLE a Cn AM QWIDI'DDNER ; DELTA LENM RADIUS ICHORD BEARINGI CHORD C1 413'88- ' Ba N022 AA37.51' CS. C2 1TWW FF..IAM. S08.OD' N05MV551F 1 44 OS 14;a ' cu0.ad.w UCF7M BUSINESS »'4d"VVI 207.8 C4 Ok to install 10' x 20 %' concrete slab and screen enclosure as shown on plan. Meets 7.5 foot side yard, 20 foot rear yard and open space requirements per the approved plans. LOT 21 RffQ+f]Ice BEARUM �'t --- S89'f 1 07"E 106.1 's u W UE �. - 3.rr.as -LOT 23 CP AA h gAF OMSM 11AM T� 0 Sas' 'do' ao d 1VA) 57gi f OQ7C M BLOIX at AY � 1i0OD FRAME RESiDENa FPYSNED FUDR r �$aElEVA� a� PARTI ALL d N89'11'07"W 105.62' LOT 24 --------- S Ut ---� -� NBOT1071V- `,�- 1oT.1r S• uE LOT 25 / FOR THE BENEFIT AND EXCLUSIVE USE OF: / JUSTIN SCOTT MESSENGER & DEBBIE ANN MESSENGER DHI TITLE OF FLORIDA. INC. PC ALUANT MATIONAL mms INCURANCH C'OMI'MIv OH) MORTGAGE COMPANY LTO. D'R'H01Iro{11 �ITLlY�S ADDRESS: 1325 PETERSON PLACE SAWORD, FLORIDA 32773 7MM MAY K ADOriIONAL OUPOVOM75 OR DEIE110N.S TO 7NE DRAVINC 9401111 NEREW%A1 �PROVEMam SHOVM VM LOCATED ON 4 NOTES: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED. INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET ON 03-25-14, UNLESS OTHERWISE SHOOWWNN 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED. 5. BUILDING TIES SHOWN HEREON ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. L4 I_ L ,Ag GRAPHI 5�C�A 7a 0 15 30 UNE TABLE UNE LENGTH BEARING Lt27.3V L2 9&16' LEGEND: - — - — M71]ME -- — WWW WAY UNE AOW CURVE TABLE A/C AM QWIDI'DDNER CURVE DELTA LENM RADIUS ICHORD BEARINGI CHORD C1 413'88- am= NOT AO== W8.00' N022 AA37.51' CS. C2 1TWW FF..IAM. S08.OD' N05MV551F 1 10.28, OS 14;a ' cu0.ad.w UCF7M BUSINESS »'4d"VVI 207.8 C4 81'54'52' 88.0 'N3 ISM� 7 8481' CS 19 183.08' ift2g, N 62 CB I 512T3r00' RADIUS 50. FT. SQUARE FEET N0253 = SIDERAUt UNE TABLE UNE LENGTH BEARING Lt27.3V L2 9&16' LEGEND: - — - — M71]ME -- — WWW WAY UNE AOW ,3• E7 nKC EUWA7= A/C AM QWIDI'DDNER coNouTE ce *60110 AID am CONCRETE: OLM WAIL dA am= NOT AO== DP CONCRM PAD CS. :IB S' A. FUMAL EMERfCY MANAOIUENT AGID C M FF..IAM. FnQW I► WRJAAM RAZE MAP PONT OF OURVARM L ARC NEMM UI UCF7M BUSINESS LS 1 WAW wn -0 UNTWO O AOW �3'm ® W A3w OWN Rao AND CAP QFOUND NAIL AND D= LB /6666 O IRON ROD AND CAP L�8 ZW A DELTA ANGi (P) PER PUT PC PONT OF OURVARM PD'PFJO � N DHT C017ROL PdNI PI POD,T W INIERR�110M PK PAIOIEA KALGN POC POW ON CURVE ISM� PCWT ON U19 POW OF W40M CUNA7UK PRAT PE76NAKW RUER 04W MMMdh RVETOR AND MAPPOt FT POFE�iAL ANODW R RADIUS 50. FT. SQUARE FEET S/VI SIDERAUt ol ALUMINUM SCREEN DESIGN PURLINS ATTACHED TO BEAM W/ (3) # IO 2" SMS, PLACE WASHER UNDER SCREW IN GUSSET CORNER V GUTTER STRAP IS ATTACHED T TO GUTTER WITH #10 1"& INTO FASCIA WITH # 10 2" PER STRAP 24" O.C. MAX 4" FROM EACH UPRIGHT # BEAM TO FASCIA • • SEE GENERAL NOTES • • • • & DESIGN STANDARD • • • FOR ADDITIONAL • • • • INFORMATION TYP • • SMB • • NOTES • 0 "' I. GUSSET DIMENSIONS ARE MINIMUM x 8" ON BOTH SIDE OF BEAM, MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR SUBTRACT TO MAINTAIN A 1-1/4" O.C. 0 tier SCREW SPACING 3. GUSSET LENGTH REMAINS CONSTANT, O WIDTHS CHANGE TO MATCH BEAM SIZE #10 SMS 1-1/4 O.C. BEAM IS ATTACHED TO GUTTER W/ • • 2X2X1/8" ANGLE & (4) # 10 1" PER SIDE BEAM TO WALL • • • • • 2X2 IS ATTACHED TO STRUCTURE W/ • • • • • • 4" X 1/4" TAPCONS (# 10 4" ff TO WOOD STRUCTURE) 6" FROM ENDS 24" O.0 • • • • • • • • 2X2 ANGLE IS ATTACHED TO BEAM • • WITH (2) 910 V & INTO BLOCK WITH 2-I/4" X I/4" TAPCON ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON S OR`1 ALLOY METAL IS.046 IS 6005-T5 ALUMINUMSCREENDESIGN 4401 4401 VINELAND ROAD @YAHOO.COM MINIMUM OF DEPTH ALL TAPCO S SHALL PROVIDE 1 1/8" SUITE A6 AAD SEMI RSHAELL `WIND ORLANDO, FL 32811 PHONE: 407-747-1470 OF THE FLORIDA BUILDING ODE OR OPEN -OPENS STRUCTURES AND WITH STAND ULTIMATE SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A I5FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I. P.E. # 47509 FAX: 407-734-1790 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 CA#30930 • Y "ALUMINUM SCREEN DESIGN SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST 2X2 ROOF PURLIN 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) # 10 4" THRU / BEAM INTO PURLIN EMBOSS DOOR FULL Z OR DOORJAM STANDARD 2X3 POST OR DOOR JAMB x z 0 PR 02 HINGE DOOR c� O z Ln EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" SCREWES 24" O.C. I X2 FASTENED TO 2X2 W/ # 10 2" 6" FROM UPRIGHTS 24" O.C. SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) # 10 4" THRU BEAM INTO PURLIN EMBOSS l X2 FASTENED TO 2X2 W/ # 10 2" 6" FROM UPRIGHTS 24" O.C. 1- 1/2" X 2" X 1- 1/2" X 0.062" RECEIVER CHANNEL REMOVE BACK TO FIT OVER PURLIN PROVIDE (4) #10 X 3/4" SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST 2X2 EDGE BEAM C -CHANNEL ATTACHES UPRIGHT TO TOP PLATES WITH (4) #10 1" INTO UPRIGHT & (3) #10 l" INTO TOP PLATE UPRIGHT ATTACHES TO PURLIN W/ IX2 ANGLE & (4) # 10 1" PER SIDE FRONT WALL TO BEAM SMB BEAM IS NOTCHED OVER UPRIGHT 2X2 INTERNALLY SCREWED THRU BEAM W/ (3) # 10 2" I X2 FASTENED TO 2X2 W/#10 2" \ 6" FROM UPRIGHTS 24" O.C. (6) # 10 l" INTO GUSSET PLATE PER SIDE TYP. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMP50N METAL IS .046 THICKNESS OR GREATER ALLOY IS 6005-T5 4401 VINELAND ROAD ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH @YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) SUITE A6 PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811 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 I. E. # 47509 FAX: 407-734-1790 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#30930 Iv- ALUMINUM SCREEN DESIGN SIDE WALL DETAIL . IX2 >C V CHAIR RAIL & KICK PLATE DETAIL 2X2 CHAIR RAILS & GIRTS ARE ATTACHED W/ INTERNAL CLIPS W/ (4) #10 1", CAPRI CLIPPED, W/ RECIEVING CHANNEL & (6) # 10 1- W/ (8) # 10 V, OR BLIND SCREWED W/ (3) # 10 2" KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1"6" FROM ENDS 18" O.C. RECIEVING CHANNEL CLIP DETAILS BLIND CLIP & CAPRI CLIP DETAILS SELF MATING UPRIGHT DETAILS I X2 INTERNALLY SCREWED THRU 2X2X1/8" ANGLE TO UPRIGHT W/ (2) #10 X 1-1/2" FASTEN IX2 TO CONCRETE W/ 3" X 1/4" (5" X 1/4" TAPCONS IF THRU PAVERS) (# 10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR 6" FROM UPRIGHT 24" O.C. 0 MIN 4" SLAB 2500 PSI CONCRETE W/ FIBERMESH 0 UPRIGHT SHALL BE STITCHED W/ # 10 X I" SELF TAPPING SCREWS 12" O.C. TYP. #10 1" PER SIDE ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNES OR LLOY IS 6005-T5 ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDES MINIMUM OF 1 1/8" EMBEDMENT DEPTH 4401 VINELAND ROAD @YAHOO.COM SUITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO, TL 32811 PHONE: 407-747-1470 OF THE 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 I ,E, # 47509 FAX: 407-734-1790 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 1CA00930 TOP PLATE IS ATTACHED TO 2X2 FIX2 ALL BEAM WITH #10 2" 6" FROM DS 24" O.C. 0o N Q f/^ A N Qz SIDE WALL UPRIGHT Z x UO :a N"1n 4L A'JT ooa n V N y O O AO 3F �y 3 SEE GENERAL NOTES p V5 & DESIGN STANDARD a -; N FOR ADDITIONAL x - = 3 INFORMATION TYP. 2X2 1X2 BOTTOM PLATE IS ATTACHED IX2 BOTTOM PLATE IS ATTACHED TO TO CONCRETE WITH 2-1/4" X 1/4' TAPCONS (5" X 1/4' IF THRU PAVERS TO FOOTER) UPRIGHTS WITH CAPRI CLIP WITH (4) (#10 2- IF TO WOOD DECK) # 10 1" OR BLIND SCREWED WITH (2) 6" FROM ENDS 24' O.C. # 10 2" PER SIDE >C V CHAIR RAIL & KICK PLATE DETAIL 2X2 CHAIR RAILS & GIRTS ARE ATTACHED W/ INTERNAL CLIPS W/ (4) #10 1", CAPRI CLIPPED, W/ RECIEVING CHANNEL & (6) # 10 1- W/ (8) # 10 V, OR BLIND SCREWED W/ (3) # 10 2" KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1"6" FROM ENDS 18" O.C. RECIEVING CHANNEL CLIP DETAILS BLIND CLIP & CAPRI CLIP DETAILS SELF MATING UPRIGHT DETAILS I X2 INTERNALLY SCREWED THRU 2X2X1/8" ANGLE TO UPRIGHT W/ (2) #10 X 1-1/2" FASTEN IX2 TO CONCRETE W/ 3" X 1/4" (5" X 1/4" TAPCONS IF THRU PAVERS) (# 10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR 6" FROM UPRIGHT 24" O.C. 0 MIN 4" SLAB 2500 PSI CONCRETE W/ FIBERMESH 0 UPRIGHT SHALL BE STITCHED W/ # 10 X I" SELF TAPPING SCREWS 12" O.C. TYP. #10 1" PER SIDE ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNES OR LLOY IS 6005-T5 ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDES MINIMUM OF 1 1/8" EMBEDMENT DEPTH 4401 VINELAND ROAD @YAHOO.COM SUITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO, TL 32811 PHONE: 407-747-1470 OF THE 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 I ,E, # 47509 FAX: 407-734-1790 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 1CA00930 c REQUIRED INSPECTION SEQUENCE BP# I (v - 1'5S6 Address: ( 2-2S rv,:4>w Bumum; ftwmr Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern alI / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window - Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other REVISED: June 2014 11 CLEC cm. PF.RmT 1V1[in I Max I IInsnection Description Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 1MLECHAH[CAL PERM T min Max- Inspection Description Max Inspection Description 7in Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Gas Final 1MLECHAH[CAL PERM T min Max- Inspection Description Mechanical Rough Mechanical Final 1Vllin Max Inspection Description Gas Underground Gas Rough Gas Final