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HomeMy WebLinkAbout3301 Park AveCITY OF SANFORD FEB p g 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATIONJRBY: //- plication No: Documented Construction Value: $ Job Address: AU F_ So 01A , :!8n FAD Historic District: Yes No [''r Parcel ID: Residential Commercial Type of Work: New E Addition Alteration Repair Demo Change of Use Move Description of Work: "Poa l 0 ' s1'fl_ d- "n cxdv Plan Review Contact Person:'-%Cgejm LZ )96l Title: Phone: 1 (= 1S o 1 Fax: Email: 7ClyyL.JL- 1 Qo owl _ C l nn Property Owner Information Name l_.niflS`1AYK'P HEIS Phone: 'Rq -- 059 9 Street: 3301 S. ,It -At)e. Resident of property? ILAI City, State Zip: `Sd-)Y\ F00,b. FtAr. 3a-1-73 Name 13 Street: (p$Z V@,i City, State Zip:P , l4,n pa . (:(a • r Information Phone: (3?1;)'f:Qq--75LP_7 Fax: State License No.: -*Sc%311401'70, (ko Arch itect'/+Enng_ineer Information / Name: Yi(11CA41A F_L 1Cs . Sqm Phone: CLio-)) ^' O Street: taco y I ne b_kd -44 Q. c> Fax: City, St, Zip: ()QLAOfmo . 'c ' 3 -D -T, k E-mail: a s•.ti'r.u 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. 1.515I - LA5 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5h Edition (2014) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 8 - Signature of Con ctor/Agent Date Print Col/ractor/Agent's Name i' Ir / - X LISA ANTONINI Notary Public - State of Florida My Comm. Expires May 21, 2018 Commission N FF 125242 Contractor/Agenda' Personally Known to Me or Produced ID V Type of ID bt—, 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 APPROVALS: ZONING: 7 q -1( SM , UTILITIES: ENGINEERING: COMMENTS: I -I M-3 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: c cM S a e vceMr•s Fug e tZ-. ?on c};sff;c Q REQUIRED INSPECTION SEQUENCE BUILDING PERMIT 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 Drywall / 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 Address: '47,o) C i Af2t- A, K ELECTRICAL HERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final hmqlaw 4 " Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final IMECHANICAURERMT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final Revision M" T ECEI l` E City of Sanford Response to Comments ©' FEB 2 4 2016 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 BY: Email: building@sanfordfl.gov Permit # 1 G = i q \ Submittal Date 9o Project Address: 3-:301 S Pfl121- f4y—: , ,::fn F -oz , f ±, Contact:'-- i ct+p t, G,p I(1iL.. b -e- Ph: 3Ff4 5r1{—`YSCo Fax: _ Email: co,('1 Trades encompassed in revision: wilding Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Approvals 11 Building ,-f 2,2.q -t& Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: ROUTING INFORMATION Approvals 11 Building ,-f 2,2.q -t& CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-441 Date: February 18, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: TamelaLee(ibaol.com Project Description: Pool Screen Enclosure Job Address: 3301 Park Ave The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. The 2x6 roof beams span 27 feet, which exceeds the max span of 26 feet allowed by the engineered table for Primary Roof Members. Please revise all pages referencing the size of the roof beams (including the picture details) to meet the engineered design table. FBC 107 2. The 2x4 uprights are designed for a max height of 11'6". There are several uprights that span greater than 11'6" and up to 14 feet. Please revise all pages referencing the size of the uprights (including the picture details) to meet the engineered design table. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner M! PROPOSAL PROPOSAL SUBMITTED TO: 5513 e • Southern ScreenPROPOSALNO 682 Venson CourtVSHEET NO. Deltona, Florida 32738 j 386-574-7567 DATE License License # SCC131149796 ! _ CQI — J& WORK TO BE PERFORMED AT: ADDRESS DATE OF PLANS ARCHITECT I& We hereby propose to furnish the materials and perform the labor necessary for the completion of 1 t% 1 (-a,> All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawing and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of t.J%i)m-m Ct hl.H ,+ XU' -- -- Dollars ($_- 1 `4 , q(? d } with payments to be fnade as follows. _ 10,2 - Respectfully submittej "!2 Y -V 6 0, V Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge Per 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 3b days. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are Ieby accepted. specified. Payments will be made as outlined above. f olynatur'p, Date `-X. Signature authorized to do the work as J jName• Address: T r NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: NARYANNE NORSEs SENINOLE COUNTY CLERK OF CIRCUIT COURT & CONF-'TROLLER BY, 8629 F's 1441 QPgs) CLERK'S T 2016013704 RECORDED 02/08/2016 ! 1:20:08 PN RECORDING FEES $10.00 RECORDED BY hdevure Parcel ID Number: 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 prope y and street address if available) Lt -rt -s 4C) 4- 41 So O mne x-eki 12%62Z U P& 63 MORSE GENERAL DESCRIPTION OF IMPROVEMENT: SEMINo t=O N-H,F l DEPUTY CLERK n V U OWNER IN ORM ATIO N: Name: ,6-nz r u I )aju t.GL Address: t l - _, -32-123 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name:l Address: (©s --z— VR,VI..Gz' ; ' , t X31 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: Address: 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 penal ' s of perjury, l declare that I have read the foregoing and that the facts stated in it are true fo-lbe be of y -know a and belief. ncq iataatu Owners Printed Name Florida §fatote 713.13(1)(g): "The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead." State of )r Lce *64_ County of The foregoing instrument was acknowledged before me this o'er day of - ? c QW by O'M1 YQOC J11!.- Who is personally known to me Name of person making statement OR who has produced identification type of identification produced: TAMELA L CAMPBELL MY COMMISSION # EE883990 EXPIRES January 22. 2017 Notary Signatuik 407)39D-0t5I Fwws o aryseMce.can SCPA Parcel View: 12-20-30-502-0000-0400 David Jol-rnsori. CFA PROPERTY APPRA[5ER SEMINOLE COUNTI; FLORA Property Record Card Parcel: 12-20-30-502-0000-0400 Owner: DAVIS CONSTANCE V Property Address: 3301 S PARK AVE SANFORD, FL 32771 Parcel: 12-20-30-502-0000-0400 Property Address: 3301 S PARK AVE Owner: DAVIS CONSTANCE V Mailing: 3301 PARK AVE S SANFORD, FL 32773 Subdivision Name: SOUTH PINECREST 3RD ADD Tax District: Sl-SANFORD Exemptions: 00 -HOMESTEAD (2016) DOR Use Code: 01 -SINGLE FAMILY 40 4 Y t Value Summary Date Book 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depredated Bldg Value 73,575 72,254 Depredated EXFT Value 3,750 3,838 Land Value (Market) 23,800 23,800 Land Value Ag 235,000 Bonds Just/Market Value Portability Adj i $101,125 I 99,892 0 Taxing Authority Save Our Homes Adj 0 6,904 Amendment 1 Adj Exempt Values Assessed Value 101,125 92,988 Tax Amount without SOH: $1,211.60 2015 Tax Bill Amount $1,071.10 Tax Estimator Save Our Homes Savings: $140.50 Does NOT INCLUDE Non Ad Valorem Assessments 1/22/16, 9:18 AM Legal Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED LOTS 40 + 41 SOUTH PINECREST 3RD ADD PB 11 PG 63 08513 0409 195,000 Yes Improved WARRANTY DEED 8/1/2006 Taxes 5 235,000 Bonds 101,125 I 101,125 1/1/2005 7/1/2002 0 Taxing Authority 165,000 89,000 Yes No Assessment Value Exempt Values Taxable Value County General Fund 101,125 I 101,125 I 0 Schools T $ 101,125 101,125 0 City Sanford SJWM(Saint Johns Water Management) 101,125 101,125 101,125 101,125 0 0 County Sales Find Comparable Sales within this Subdivision Land Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 7/1/2015 08513 0409 195,000 Yes Improved WARRANTY DEED 8/1/2006 06411 5 235,000 Bonds 101,125 I 101,125 1/1/2005 7/1/2002 0 Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 7/1/2015 08513 0409 195,000 Yes Improved WARRANTY DEED 8/1/2006 06411 5 235,000 Yes Improved WARRANTY DEED WARRANTY DEED 1/1/2005 7/1/2002 05614 1 04453 1 0685 I 0364 -- 165,000 89,000 Yes No Improved Improved http: / /www•scpafl.org/ ParcelDetailinfo.aspx?PID=12203050200000400 Page 1 of 2 Feb 1816 05:18p Southern Screen, LLC RECORD COPY 386 574 7567 p.1 1,s;1.#: 5. C111111INlM Consir;jcon Engineering SCREEN DESIGN Plan Types: Screen Room Pool 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 5 PLANS EXAMINERHOther:- DATE Reference: otviS Newl—I RevisionM Date: Project Address®®: 330 k S WL AV -t - City: sou iw A Contractor Name: SaJlw_vv._ P 'l-DINc Address: 65.a Ve1Aso0 C-} ! SANFORD PA City: -i el-hon FR Zip Code: •3zi3a Phone/Fax: 4 4 1 Email: aw.elQle. @awl• ` 6 - Choose One: Mail Pick Up[—] Fed EeF] No of Copies For FedEx option got to vwvw.alurninumscreendesign.com and provide FedEx account#) Payment: Check Credit Card *n For Credit Card option go to myw.aluminumscreendesign.com to pay AAffP6 *lLDlNG DIVISION Engineering prepared by. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Engineer: Michael Thompson, MSc, P.E. (P.E. #47509) 4401 Vineland Road — Suite A6, Orlando, FL 32811 Office: 407-734-1470 Cell: 407-721-2292 Project Manager: Paul Thomas 386-479-9504 Fax -888-923-8181 Email: aluminumscreendesign@yahoo.com Website: %mww.aluminurnscreendesi n.com CA#i30930 LICENSE TO PROCEED WITH THE WORK AND NOT AS r= =` AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET4e: • •" i:t:: ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 6ODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT Tye 4 THE BUILDING OFFICIAL FROM THEREAFTERR EQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Engineer: Michael Thompson, MSc, P.E. (P.E. #47509) 4401 Vineland Road — Suite A6, Orlando, FL 32811 Office: 407-734-1470 Cell: 407-721-2292 Project Manager: Paul Thomas 386-479-9504 Fax -888-923-8181 Email: aluminumscreendesign@yahoo.com Website: %mww.aluminurnscreendesi n.com CA#i30930 Feb 1816 05:18p Southern Screen, LLC , ALUMINUM 386 574 7567 p.2 SCREEN DESIGN 1W Aluminum 8, Construction Engineering 711 Insulated Pan Roof Fascia - . Wall: Block[] Conventional Uprights x Top Plate x Kick Plate Dome Gable[ Mansard[] + ffeA- G Wail: Block ConventionaIR Beams x r_ Uprights A x Purlin S 7,5 Insulated[] Pan[] Fascia[] Wall: Block Conventional[] Beams x Post x WNWW lnsulatedF-I PanO Fascia[] Wail: BlockO Conventional Beams x Post x Existing New: 4" Slab Pler[]Ribbon Footer Id. x P- Pavers[] Other: Note: In the eventthatthere is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes priorto ordering materials, fabrication and/or construction between the plans and the general notes and design standard. M0 A ALUMINUM SCREEN DESIGN ijmA5D 1urita+. m X Cz.-&xtructxen Engg1n*—_,xin9 General Notes & Desian 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 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 4100 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com MO ALUMINUM SCREEN DESIGN EIMASD Alusnt'num s Cwittrueiceft E.nG111 -ring 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. 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 3/4" Reinforcins 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 Al 85 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. 4100 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com 0 BS ALUMMUM SCREEN DESIGN Alurrttaam $rCSairucECCC Engidu-Anu Cables: Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of pool screen enclosure. Contractor shall secure cable to top of column located at each corner and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ft' with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 %Z" x '/4" tapcons or equal. Beams & Unriehts: 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" 2x 7 16' -9- 6' -9" 2X82X8 17'-9" 2 X 9 18'-9" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max; 2 x4 for beam span greater than 30'. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Header Beam: Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet (max) when screen enclosed is required to be attached super gutter at the interface of the insulated roof panel. Contractor is required to install insulated roof covering pursuant to the Florida product approval specification (35 psf). Intermediate Girts: Contractor is required to install intermediate chair rails/girts spaced at mid -span between the chair rails and top rail or 6'-0" max on center when column height exceeds 11 feet. Contractor is also required to install one additional intermediate chair rail/girt to be located 3 feet below the top rail when column height exceeds 14 feet. Ed:_e Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. 4100 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com V-t(cb k'd l clQ v; S 3301, S &vk rive f N y N S l.7 1n R i, zz;, CiZ Y-<2 z e -Z Z K L 7- tA-) J L 9-U yt.L- kL A J 4 kL S l.7 1n R i, r L i? L. IV) xxJ h r N J J i yt.L- i A 4 z wf. L!•2. i7c2- Zl i- y?7 Lk Z. y 2- 21-]. r L i? L. IV) xxJ h r N J i—(3-) 7 r i r ms CO O U'I 00 VJ 0 c s m 7 0 CDm rr CJ a xN ry zry a CA f><y o0 Cn In the event of a conflict in member saes shown on the plans and the general notes, the conbutDr must rn utilize the more stringent member size rEWkement, 4 5csv 3f 4 r CO yt.L- i—(3-) 7 r i r ms CO O U'I 00 VJ 0 c s m 7 0 CDm rr CJ a xN ry zry a CA f><y o0 Cn In the event of a conflict in member saes shown on the plans and the general notes, the conbutDr must rn utilize the more stringent member size rEWkement, 4 5csv 3f 4 r CO ALUMINUM SCREEN DESIGN FRONT WALL, BACK WALL & SIDE WALLS TOP PLATES ATTACH TO ROOF MEMBERS WITH #10 1" 2X2 PURLINS WILL BLIND SCREWED 6" FROM ENDS 24" O.C. THROUGH ROOF BEAM INTO EMBOSS WITH (3) #10 i" BEAM IS ATTACHED TO UPRIGHTS WITH (8) # 10 1" ON EACH SIDE OF BEAM C7 z0. vC.4 N X w 2X5 KNEE BRACE ON A 45 DEGREE SCREWED INTO H CHANNEL 2X6 WITH 6 #10 V SMS ON EACH SIDE 3 INTO THE BEAM 3 INTO THE PURLIN V) BEAMS 2 X 2 KNEE BRACE FOR 25'-0" MAX BEAM SPAN w 2 X 3 KNEE BRACE FOR 40'-0" MAX BEAM SPAN O a 2 X 4 KNEE BRACE FOR SPANS IN EXCESS OF 40'-0" X r m rT2X2 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL 2X2 POST .046 OR GREATER CLIPS WITH (4) #10 1", CAPRI CLIPPED WITH (8) #10 1", OR BLIND SCREWED WITH (3)4102" 2X4 OR GREATER BEAMS UP TO 15' ARE STITCHED TOGETHER WITH #10 1" 6" FROM ENDS 24" O.C. 2X3 WIND BRACE IS BLIND SCREWED TO ALUMINUM STRUCTURE WITH 3) #10 2", OR TOE NAILED W/ (3) 910 2" HINGE LOCATIONS 1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4"X 1/4" SCREEN DOOR FULL Z OR TAPCONS (5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. DOOR JAM STANDARD DETAIL 2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2) 0" to 36" 10 V& INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON 1 2 HINGE DOO14 I III/ EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.0 DESIGN STATEMENT MICHAEL THOMPSON ALLT1vIINUMSCREENDESIGN.COM METAL IS.046 SS ALUMS\ UMSCREENDESIGN ALL TAPCOS SHALL PROVIDEMINIMUMINTIM MR4401 VINELAND ROAD OF l 1 8 EMBEDMENT DEPTH SUITE A6 @YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO, FL 32811 PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND .uu 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. E. tt 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 #3 093 0 i ALUMINUM SCREEN DESIGN SIDE WALL DETAIL IX2 CABLE DETAIL 1/8" THICK ANGLE BRACKET ATTACHED TO UPRITE AND GIRT WITH (6) #10 1" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE IDE VIEW OMPRESSION SLEEVE A.S.T.M. A-36 STEEL CLIP JITH (2) 2-1/4"X1/4 TAPCONS ANCHORED INTO CONCRETE 3/4" FROM TOP AND BOTTOM CONCRETE WITH (2) 2-1/4" X 1/4" TAPCONS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY ALLfMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VINELAND P.D. ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE 250 @YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO, FL 32811 PHONE #: 386-320-0256 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 1. 7% E. 475009 FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION -7 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS #30930, 1 2 TOP PLATE IS ATTACHED TO 2X2 WALL BEAM WITH 410 2" 6" FROM NDS 24" O.C. vU T. a-x X N 0 C-4 cn o 2X4 BEAM ry x D z ow Aa U0 w o n u N x 0° 3F o w w X3 2x2 1X2 BOTTOM PLATE IS ATTACHED 1X2 BOTTOM PLATE IS ATTACHED TO TO CONCRETE WITH 2-1/4" X 1/4" UPRIGHTS WITH CAPRI CLIP WITH (4) 5" X 1/4" IF THRU PAVERS TO FOOTER) 10 1" OR BLIND SCREWED WITH (2) TAPCONS 6" FROM ENDS 24" O.C. 10 2" PER SIDE CABLE DETAIL 1/8" THICK ANGLE BRACKET ATTACHED TO UPRITE AND GIRT WITH (6) #10 1" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE IDE VIEW OMPRESSION SLEEVE A.S.T.M. A-36 STEEL CLIP JITH (2) 2-1/4"X1/4 TAPCONS ANCHORED INTO CONCRETE 3/4" FROM TOP AND BOTTOM CONCRETE WITH (2) 2-1/4" X 1/4" TAPCONS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY ALLfMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VINELAND P.D. ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE 250 @YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO, FL 32811 PHONE #: 386-320-0256 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 1. 7% E. 475009 FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION -7 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS #30930, ALUMINUM SCREEN DESIGN ALUMINUMSCREENDESIGN.COM ALUMINUM S CREENDE S IGN @YAHOO.COM PHONE #: 386-320-0256 FAX #: 888-923-8181 FOR SHALL BE RESPONSIBLE FOR PROVIDING: R & TERMITE PROTECTION (IF REQUIRED) CRETE SHALL BE A MINIMUM OF 3000 PSI CONTRACTOR SHALL SECURE COLUMN BASE TO THICKENED EDGE MICHAEL THOMPSON 5200 VINELAND RD. SUITE 250 ORLAND , FL 32811 P.E. # 47509 A#30930 1 Ard7 r 1 V ", I J'AlJI-Al1I! 1 k, _ , .Y• i •:;• is Y w." ._ 4i:y, ^' f•.s• -. 4. y}{. 1( •.L yYy -S 1't r,... aw y, - - . q ' . . 1- ._ "^ L! f - " - .;• F„ L + g . :,w..s t 'R_..:• .;:'a.:ta,:.L1i'1 .` _ X”;^.§atn^t.G ,f - y. _ _ - - _ .,S `y`':y: •'`F'Y f:i.``-ja s - T- vL _?.`_ }':.."'$!, •y*,i - `x'' Y; F d, e.Y' •i` `'! - - '1a ,..-.k. t-- `q_'Vt 'X 'ei'- :}:. "t, .yk-. S.'i,:'/ia'..= 4'`'. . i N,- . y;` ,. ,.' C`• ` 4'' }_ - s••: a ' Vi " " - , ia#R, .. - _ ._ Y_C\ ` yiSy,7pSjp' C ` j•• yf 3,70 N ayu.oni-Court " Lulke'RIa FL3..7•,•5 Voicc 407.CE8.7C31 • Pax'407.688.7691, at5'• 88.7(,. l,, s - Lots 40`= and ,. -4-1 • SOUTH. PINECREST, ' TH7 " p " - RD :'ADDITION, 1 Taeeordiiigto; the'=plot ,hereof, as recorded in Pldf Ijoolr 1 !; Pcige(sf -63,', ' - of the. Public k 'cords ojSearinole"Cotrir J ' ° , > y I Ij'L: 'Y . _ Aolb y.5'u rty nuinhe_ n= 110294 Parrelr-'0045.,, a' _ - - ' - - .:- - — ffrx: EF.LR."M Date. 4/I7/. 9--. 1995-Flooil'Znne: X *• :-' ertified to: n.LynntBuich:Johnrr ClnvtonY 13ur_'clr, : Title America of Central btFlorida,-'Inc.; Chic'ugo dTide` lirsur. ance`Coiitorf tts'sitccessor p YI19*. Inc.,I s and/or crssigris . J .. .. ' e _ .• a ;. 71, g; Locatiori'Sketch > Not tti^Scale k l - L RVE,"TABLE a " MMS arrA> rtvicetvr arawo,anwamm w 10") 2&00' WO'O' _ - . _ -.;• - -- _ fR r/2' A;'';;, - .r •,.+ -,. _ - - ,: - - `'ice II s. '` • - a _ - - - ._ APP OVE D PLANS t .'-j•' rij - r_._cW _• ; 1JaW 12000(Pdil) fx-i%2.. _ - - ., 'At r/Y' - ,e {{/1pj/•. 1 t' _ a 3 , y -"_,', •Y ,`,-.Ji .L. i - 3'~ •t1 .. - _ .' S' • _ _ _ —' -• - .. • 3i' tc fibSFQVto D t'i ., -•- -;' t t`Xi C%c Ce ; caep: Lor . a 3 i> ~i ISCALE• 1 -40 C I. sol (.,. rl%r5!'4•G,.' Lorb ! ciao ia" .. C - tiA i" -F ''• .- '•'fv .OI TVA t L•f}J`,`©1!1`"',•:.;_ ii';',r'•r-y`4;<a+ _ sr.= `,ti _ -` ry ^'• t - 't•:k'. - ,n,-a.,.LV. v",,.....•, '':.: =- _`"h. s^.v.s+F ` q: :? . - - -.:r' n=y. _ 9, s. - - - _ - ... ''• . r ' (..M -6'_"F,- s"r• -'. ` : 1 4- j BIIILDIAIIt-SAN REVIEW- .J62 e ,>r` CITIf,.`OF S NFOR`= _ r = - t -"FIANN{N EVELOPMENT SERVIL'ES, as - _ '•=` v' i4 _ V "A..r ' '' r i•- j•'• • ISO' ' cl •-y_ - _ ARMVE JX DATE_ — I Lor w r` „ - v `` - `r _ ,- :#'! _.i•w"-. - - - qr C.., a O\, __ .- Z-1.. L. `s_ -J r.tJ: -! • OJ _ /. - 1 - _- ... (. •`Y• - .}.• '' fir 113= - __ - - _ - - `/ " `• - .. _ - ., - _ a' q '_ • 3=, 9400 (PAMb )'{ 6 }x.3301 'Soufh Por —Avei 151ST=_COLEMAN. CIRCLE _3 :- _ i "Sanford, -FL_ 32773' x .*Xasfip'/. `y"` _ '=x,;::S-.lir='ir!?"' „,y'"'ll:?;''.'s F»'•a.-•' sa..' •('--_'"" 4- `' _ LEGEND o- wood Fence <.. • - GENERAL NOTTE5 ' -- W.lut. { Water meter'N.T.3 Not to Scale0-- -Wire Fi+nce -- - TEL..' J Telelitrone Facilities ' - _ - _, _ 1 Legaf description provided by others. `.. t t. Not valid tireless seated w_ ith Ther m r Covered Area ' r O.R. = Offioal Records-..' F.N, Found Nod2_ ;The lands shown ,hereon f,iere not . strrveyois embossed sealyO.R:6;- Official Records Book . r ' - lProperryCttriter . B. BeaingRefereri2e r= . P.C.P.,; Permarlint ContiolFoint, _ Sostraitedior'easementsoratfterrerord z: t2. Floodzone'rletenninaifonsareprovR. •_Recoil CH Chord ., PR.M. Permanent Reference Monument ' 1.encurnbrances'not-shown the plat_ a courtesy or!ly. and are'dernred.fnMFieldMeasured r RAD ftatliat . . v.. PG t = 'Page'r r r3. Underground poitions.cf fooh s. four= , st = bes[sources availableld the survoCL ` Clear; Lt PVM7 PaveitSent -dations or otfier improvemenwere nbt ' _ : inlormationshould ilot berebel utENCREllcroacltinenrAK='nditioner, P,B.',. PlarBook- ffoodins:nercaptuPoses.atttlma, 4 Centerline B.M, ` Mark ` , %} P,O.B.i Point of B Irxti 4. was ties are, to the face of the aN. from intritmatiori erre iiletl by tittleOConcreteC. . _ CakuWted ? = 5- Only vtskie encroachrnents ted. : l3. 46: 7132 MA.P•O.C.,: _Point of Cammencement^' C- Properly We, _ ZZZZ Bock 1NaB P,O,L: ;`Pant oij Line 6`.No IderihtKwkin found on properly'; I .t4, Septic tank and/or drafofietl lm.lkC.M, Concrete Monument A `Central Arrglr9Delfa PG_ _` Ppint of Cuivaiure'' ' comers unlam no4d•' .k f' rapproxinwCe and° MUST' be'"veriliF.I.R.' Found Iron; Rod D.B. Deed Book '_. _+ `•'PR.G.-Poir11 Of Reverse Ctjrvature x+. 7, 4imerisions shave are plat and ' y aFI,P, Found Iron ppmpriate utility location companPipeD. :; + De— or Deed _ ,"P,T Point of T ` uNt s olteruvise rioted , ; :. n .. =15. Bean ' basisR/UV Right of Way • D.H. = " Driq Hole ' _>__• - ^• a^9e<!cY ` _ - ' - • - - - _ . _ n9 a per prat N&D NaN &Disk ' _ _ ' R.: r ,Radius (Railiall ;'.__ B. Elevattons if shown are' ed; upon rvwfse shown. •. ` DMI 'Drnreway ' R.O.E, «Roof Overhang Easement ', N,G.V,D.-1929 unless otheiwisetnoted., 16. urvey""Is 'f re rence only lO.E:` Drainage Easement ESMT Easement ' : " w, • 9, _Adjoining lots are vtnthiri theU.E. Utility Easement EL Elevation : • y S.1.R: `Set,'kon Rod &Cap blgck, s:grted and a a Florida Regi FD. Finished S!dewalk ; :_' unless otherwisennted:'• land P Found' FF.- F Floor- "< :T.O.Bf TopofBank 10. Tfus,ls,a BOUNDARY 5_U ' Y< ' 4 Plat R- ~. unless 17: All It` `are r aLunless'othF.C.M. Found Conaete,Mmlutnerit ;' TYP, :t Typical x,Othertvtse noted. tedO.H:U, Overhead Utilities F.PX -. Found P =r ' ` 3 P.P. _Power Pole- arkerRalonNail WC1: Witness Corner _ `inacoyceru arar7" L_-.4 N Length' _` lO.Os`,ExistirtgElevatwn wneyfsar arbconx asst taidtv.r da,• TX `_Transformer LA•E.rUmiledAccess,Ease _ a - u r'-;`•` CATV [ Hent': Cable•Rfser" ' M.H. E.O.W. Edge of Water manhole - 3'' P.ex PoinCof,Comt ioimdCurveCtioidBearingO' tP - Point of Intersections ,C,C. jound Cross Cut. 04L t 'Oveihead lives: x, " : : `` ? Ralph Swe A rt ` - - r -'.._; .•., , w ' '-- s+ n y w R/W " Right of Way • ' i•...,• _ .. - t . t Regstered Land Surveyor m sou" a _ ,e d+_ tam at . , r• r _.r 4r-. _ 8 Louis R: