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Home My WebLink About260 Maybeck Ct (2)CITY OF SANFORD �Ag BUILDING & FIRE PREVENTION D► 9�OZ 9 0 Nnr PERMIT APPLICATION Application No: Documented Construction Value: S 2400.00 Job Address: 260 Maybeck Court Historic District: Yes ❑ No E3 Parcel ID: 26-19-30-5SY-0000-1190 Residential D Commercial ❑ Type of Work: New ❑ Addition B Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: screen room with 3" Elite panel roof on existing slab Plan Review Contact Person: Donald G. Geissler, Jr Title: President Phone: 407 461-9929 Fax: 407 365-3194 Email: sunstatesiding@aol.com Property Owner Information Name Henrique Silva Phone: 508 345-9184 Street: 260 Maybeck Court Resident of property? : yes City, State Zip: Sanford, FL 32771 Contractor Information Name Donald G. Geissler, Jr Sun State Siding, Inc Phone: 407 830-7778 Street: 510 Lake Lenelle Drive Fax: 407 365-3194 City, State Zip: Chuluota, FL 32766 State License No.: SCCO48423 Architect/Engineer Information Name: Michael Thompson PE #47509 Phone: 407 230-1139 Street: 4401 Vineland Road, A6 Fax: 888 923-8181 City, St, Zip: Orlando, FL 32811 E-mail: aluminumscreendesign@yahoo.com 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: 5'" Edition (2014) Florida Building Code ,l Revised: June 30, 2015 Permit Application 'W (a5'^ , tJ 6J NOTICE: In addition to the requirements of this permit, there may be udditiunal restrictions applicable to this property that may be found in the public records of this county, and there may be udditional 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: 1 certify that all of the foregoing information is accurate and that all work will be don in compliance wi applicable laws regulating construction and zoning. 0114 0 19natum of Agent Date Signature of Contractor/ Agent Date Print Owno✓AgenVs Name Print Contractor/Agent's Name a4vd-a L�z G-I•��o Si tune of No +of N� IL.tBFI Dategns tory-State of Florida S ;!4� AIiXA1�RAl�� a * MY COMMISSION / FF 9= All/ ' •fF W EXPIRES: Aupus110, 2019 M, "730e 30e Baidrd nN Butt 0'*rySV*rs �7orn50'1 Thiu&*dWMSW" Owner/Agent is Personally Known to MeContractor/Agent is Personally Known to Me or Produced ID Type of ID t'f o r 670.W Produced ID Tyre 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 ❑ APPROVALS: ZONING: 7 ICS s.y,-h UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 5F G • N. i COMMENTS: _ Ok to install screen room with 3" elite panel roof on existing slab as shown on plan. The screen _ Revised: June 30, 2015 enclosure shall be constructed with same design, material and style as the others in the nearby and adjacent building. — Processed by FREE version of Jet ScagWjAJ�Lgo, REQUIRED INSPECTION SEQUENCE ]BP# AG -154 2 address: ZGn /AA OUX- cZ BFJIL• DING PERMIT 1�fin Max IIns ectfion IIDescri ttion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mbno 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 ELECTRICAL (PERMIT Nun Max IIns ecttion Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL PERMIT Nunn Max IIns ectt'on Description Mechanical Rough Mechanical Final min MaxDuns 7ecition Description Gas Underground Gas Rough Gas Final �, DECEIVED City of Sanford '� JUN 0 016 Aluminum Structures Permit Application Checklist F D BY: All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: � Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. loopy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. ,!/1¢ Copy of applicable contractor's license issued by the State of Florida. '� A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). .� Completed and Signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) site plans indicating proposed location. Two (2) copies of the signed and sealed engineered drawings. Wind)esign data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings OR Two (2) copies of previously mastered filed plans. Indicate all details and options that apply. Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale. Include all framing sizes and types. Include any electrical devices to be added. Two (2) copies of Florida Product Approval, including manufacturer installation instructions and product evaluation reports, for composite or elite roofing systems. (If applicable) For Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in accordance with FBCR R301.2.1.1.2 Contact Person information entered in Naviline? Application forms stamped received and initialed Revised.• February 2015 SUN STATE SIDING, INC. 510 LAKE LENELLE DRIVE CHULUOTA, FL 32766 407 830-7778 phone 407 365-3194 fax Submitted to: Henry Silva 260 Maybeck Court Sanford, FL 32771 508 345-9184 F31 henrvCafaol.com PROPOSAL State License SCC048423 PROPOSAL# 1 DATE 04/28/2016 Job Location: SAME Riverview Lot 119 We propose to furnish all the materials and perform all the labor necessary for the completion of: Furnish and install screen room on existing slab with 3" Elite panel roof $ 2,400.00 with 12" overhang, extruded drip edge fascia, 14' of 6" gutter and (1) 3 x 4 downspout, (1) TO" x 6'8" screen door, 18 x 14 charcoal screen, finish caulk. Chair rail height is 36" Site specific, engineer stamped plans & City of Sanford permit $ 300.00 All material is guaranteed to be as specified and the above work to be performed in accordance with the drawings and specifications submitted for the above work and completed in a substantial workmanlike manner for the sum of: SEE ABOVE With payments to be made as follows: FULL PAYMENT UPON COMPLETION (we accept CASH or CHECK only) Any alteration or deviation from the above specifications involving extra cost will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tomado, and other necessary insurance upon the above work. Workman's Compensation and Public Liability insurance on above work to be taken out by Sun State Siding, Inc. THERE WILL BE A $50.00 BOOKKEEPING CHARGE IF THE INVOICE IS NOT PAID IN 30 DAYS. Submitted by DONALD G. GEISSLER, JR., PRESIDENT This proposal may be withdrawn by us if not accepted within 30 days. ACCEPTANCE OF PROPOSAL The above prices, specifi ions and conditions are satisfac!-7 e hereby accepted. You are authorized to perform the work specified. Payment will made as outlined above. �1 ZSignature �� Date Printed Nameg/%t/ /"/ • �L -- J U 0 2016 B lotida Building Code Online https://floridabuilding-org/pr/pr app—ati-aspxrpardil'—w%J'L V ^%4"%-"4 . Flwiud Ucpaftll'ent`' SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Business%; Professional y product Approval USER: Public User Regulation Product Aonroval Menu > Product or Aonkation Search > Application List > Application Detail •a FL rt FL5500-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method ky Publications FBC Staff SCIS Ste Map Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@dokimengineering.net Frank Bennardo frank@engexp.com Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elltealuminum.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence PE -0046549 Quality Auditing Institute Ltd. 12/31/2018 Sorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received FL5500 R4_ COI Indep.pdf 1 of 4/18/2016 10:32 F lorida Building Code Online https:Hfloridabuilding.oTVpT/pr app_oti.aspx-tpardm—wvr, V ^V VVL 4... Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5500 R4 Eauiv Eauiv.pdf Sections from the Code 104.11.2 1709.3 Product Approval Method Method 2 Option B Date Submitted 02/26/2015 Date Validated 03/08/2015 Date Pending FBC Approval 03/09/2015 Date Approved 04/15/2015 Summary of Products FL # Model, Number or Name Description 5500.1 Aluminum / Aluminum Roof Panels EPS Foam Core Composite Patio Roof Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL5500 R4 II Dwa.pdf Approved for use outside HVHZ: Yes I Verified By: Frank L. Bennardo, P.E. PE00465 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports IOther: For outdoor patio construction only. For use outside , FL5500_ R4 AE Eval.pdf the HVHZ. See installation drawing for allowable span/load I FL5500 R4 AE_ NOA_11092607.odf combinations. I FL5500 R4 AE Test Reports 1.pdf i FL5500 R4 AE Test Reports 2.0 i Created by Independent Third Party: Yes Badr Nest Contact lJs :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessiti ib Statement:: ads Under Florida law, emall addresses are public records. U you do not want your e -mall address released In response to a public -records requ, electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1: Section 4SS.27S(1), Florida Stabiles, effective October 1, 2012, licensees kensed under Chapter 455, F.S. must provide the Department wltt they have one. The emaft provided may be used for official communication with the Iloertsee. However emall addresses are public record. If � supply a personal address, please provide the Department with an email address which can be made available to the public. Tb determine d you Chapter 455, F.S., please click hs:C__. Product Approval Accepts: 93 ® aC►ed E Cre Iter 2 of 2 4/18/2016 10:32 PI City of Sanford Building and Fire Prevention Product Approval Specification Form Permit #- to -15g2 Project Location Address 260 Maybeck Court As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinQ.orq. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1[Ec r JN 2016 B Category / Subcategory Manufacturer Product Descrition(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels ELITE 3" foam core FL5500-R4 Roof Vents Other June 2014 If, Category / Subcategory Manufacturer Product Florida Approval # -Description include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other S. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Donald G. Geissler. Jr (Please Print) June 2014 RECORD COPY MEASDALUMINUM SCREEN DESIGN Aluminum & Construction Engineering *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) FI Car Port REVIEWED POA CODE COMPLIANCE ❑ Patio Cover PLANS EXAMINER ❑ Other: DATE /L — *Reference: Silva Newn Revisionn Date: 5/02/16 *Project Address: 260 Maybeck Court *City: Sanford, FL 32771 *Contractor Name: Sun State Siding, Inc Donald G. GeisftNkORD BUILDING DIVISION *Address: 510 Lake Lenelle Drive A PERMIT 196UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS *City: Chuluota, FL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL *Zip Code: 32766 CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER *Phone/Fax:407 830-7778 ofc/407 461-9926 cell/407 365-319,fWtRING A CORRECTION OF ERRORS IN PLANS, STRUCTION OR VIOLATIONS OF THIS CODE *Email: sunstatesiding@aol.com *Choose One: Mail Pick Up❑ Fed Ex*❑ No of Copies *For FedEx option got to www.aluminumscreendesi_n.com and provide FedEx account #) *Payment: Check ❑ Credit Card *Q *(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: v�LDING ■ ■ SA��OF2D z moASD�A�� 6.1592 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: www.aluminumscreendesiizn.com CA#30930 ,J N 0 2016 B ■o ALUMINUM SCREEN MEASDAluminum & Construction DESIGN Engineering Ulti—ate..W n`d Speed (mph): 130 :Exposed,Category: C Risk Category: Screen Room: Insulated R Pan Roof ❑ Fascia ❑ Wall: Block R Conventional❑ Uprights 2x 3 Top Plate 2 x 2 Kick Plate Pool S,�creen/Cage: Dome ❑ Gable❑ Mansard ❑ Gutter❑ Wall: Block❑ Conventional ❑ Beams x Uprights x Purlin x Card!XEO: Insulated ❑ Pan ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Beams x Post x Patio,�Cover Insulated ❑ Pan ❑ Fascia ❑ Wall: Block❑ Conventional❑ Beams x Post x Concrete: Existing New: 4" Slab❑ Pier❑Ribbon Footer x Pavers❑ Other: Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. ImmASDAIUMIKUl" ALUMINUM SCREEN DESIGN 1 cC^rIrNGli On rngsnrc:lny 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. 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) (35 psn 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 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 ■ ALUMINUM SCREEN DESIGN ■■ S Alunrrurr t .`criOrto.l w, tngtl,oc-rng 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" 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 W ind Brace = 4'-3" 2 x 3 (0.125) W ind 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 ■■AS DAluminum Y C07alrt�tl,dn dngsn"stnp _ Beams & UoriQhts: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Max Beam Span & Max Column Insulated Roof Beam -Size Spacing Column -Size Max Column -Height Pan Roof Span Span 3" Spans 13'- 2 X 3 6'-0" 2 X 3 8'-0" 6" 3" Spans 15'-0" 6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-0" 2 X S 10'-0" 2 X S 9'-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 x 4 for beam span greater than 30'. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of 1'-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. 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 Roof ftflTi Yyit f:gw ' wHu, SIDE AAu.5 Zf RIVEwZVtEvf LOT'*. SUN STATE SIDING, INC. 510 LAKE LENELLE DRIVE —" ULUOTA, FL 3276:6 ��, DONALD G. GEISSLER, JR. SCC04M23 - 407 830-7778 PHONE/407 385-3194 FA. y t+E �St'crla• I L - y YZ'%t' F�syaD I 9 TRr t't I . I . �- IZ"oq. ryp) —v 6'y" ---t — 6'y" —� 14 17. ISO M �P) I'l% L lXz _ I I uz NZ 6'tqmxNe 3Yq p/S FT' no li Ili the event oT 9 f�ldlictmember** dm on M *no and the penerel notes, the conhft must utfli"zt; the mom sbingeM ember size requiremerft 2xt Z�3 � �e►� z,Cz npY VARY. tours rvr 2Xt ROLL FORM GUTTER IS ATTACHED TO 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF .S ATTACHED TO FRONT WALL WITH ! 4) # 10 4" PER PANEL 2X3 FRONT WALL TOP PLATE 2X2 POST .046 OR G}:EATER HINGE LOCATIONS IIISCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 11 0" i0 36" / II ; �t 2 IT DOO EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.0 KICK PLATE IS ATTACHED TO STRUCTURE WITH # 10 1 " 6" FROM ENDS IS" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP 1 X2 IS ATTACHED TO FRONT WALL WITH #10 2" 6" FROM ENDS 24" O.C. CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2", CAPRI CLIPPED WITH (4) #10 1" PER CLIP " INSULATED ROOF IS ATTACHED TO J.UMINUM STRUCTURE WITH # 10 4" " FROM ENDS 24" O.C. SIDE WALL TOP PLATE I X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X3 SIDE WALL 2X2 CHAIR RAIL 1 X2 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. ALUMINUMSCREENDESI JN.COM DESIGN STATEMENT MICHAEL .'HOTvUlSnN ALL;m�IlNUMSCREENDESIvN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELiUND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED M ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO, t'L: 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 1. 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 -, 0930 i `e SCREEN EXTRUDED FASCIA 1S ATTACHED TO D 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCOALUMINUM INSULATED ROOF WITH #16 1 " 6" 6" FROM ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6)#10 1 " PER SIDE FROM ENDS 24" O.C. ROLL FORM GUTTER IS ATTACHED TO 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF .S ATTACHED TO FRONT WALL WITH ! 4) # 10 4" PER PANEL 2X3 FRONT WALL TOP PLATE 2X2 POST .046 OR G}:EATER HINGE LOCATIONS IIISCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 11 0" i0 36" / II ; �t 2 IT DOO EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.0 KICK PLATE IS ATTACHED TO STRUCTURE WITH # 10 1 " 6" FROM ENDS IS" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP 1 X2 IS ATTACHED TO FRONT WALL WITH #10 2" 6" FROM ENDS 24" O.C. CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2", CAPRI CLIPPED WITH (4) #10 1" PER CLIP " INSULATED ROOF IS ATTACHED TO J.UMINUM STRUCTURE WITH # 10 4" " FROM ENDS 24" O.C. SIDE WALL TOP PLATE I X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X3 SIDE WALL 2X2 CHAIR RAIL 1 X2 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. ALUMINUMSCREENDESI JN.COM DESIGN STATEMENT MICHAEL .'HOTvUlSnN ALL;m�IlNUMSCREENDESIvN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELiUND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED M ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO, t'L: 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 1. 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 -, 0930 i `e Lot 11 rLs Merz If egssoCiaft lar. Land Surveyors 769 Douglas Avenue, Altamonte Spdngs, Flodde. 32714 (407)788-8808 Aknftr of the Florida Soveying and Meppfnp SodW and Ame&An Congress en SwMAV arld IAW^ O 7 rh P Map of Survey -4)cteeh room W 13'' t 1 Ar' fo."tk roc1F on ewe -15-11136kodo Tract IC' 01wnege 8 Retention O O rA Lot 125 a _ §607.00 4s_ A° 166.49 't N00'10'00'WV773.49' V POP CIL Maybeck Court (34'R,W) Trad S'Access APPROVED PLMS aweeL Pnrormweq P.am Rey sWW wpPW W ewo Nos a AenMdMn Aft. Slate ofMoks Le 12 ,n Drawn by., CM Checked by: OP CN09d T0. P"P-" fw AN Mahe. "I 170a A NW, LSA, LG Job Number. 07-00542 Stewart 7mtr Gua," coo pony Seat& 1'-40' mm,u by FF :I Wr nolsuMr. MIS -10 LEGAL DESCRIPTION Lot 119, ERG. DPT. C� Riverview Townhornes Phase p ; ��N saorong to dro pto Owedas moorWd bpOd bone 75 gPAf+151. ba d 0e PLOW reoorao o/semrx 8Y. 0 c O fL► FLOOD M4MDa4mib Ok to install screen room with 3" elite panel Wr /U �►-F do � roof on existing slab as shown on plan. The Re r:4.s Fmodz—dew-fnes-- screen enclosure shall be constructed with gpsWmmhemonembased upmdn hitwanv Rale ARAM PFlow QLg AM-10VOW. a� � w same design, material by and style as the others in ergibe101yPtanawrPeerrdedbyursraenL COW(WM% the nearby and adjacent building. WLV.bv,Job 0120Dr. General Notes: 1. This Is • BOUNDARY Sun oa oe,.r 2 s b ereeL aA e n vadt7a — 9 _..__ _ preawlaups ONq: lwn►Axato ORB. 1+e OreW Recarm aea rwaeok .�. BUPdlll� u17 iA01w1 we t0 al1 IJTffbl OnlD7lJIIM ILMmderbl, eWleCe of lanneoerd am arditswe show we to of ext PC ibLeel Cwueh.e 4. E)evsaouu a1wMm Areon. a any. are essLunse and were oDtebred hom approrod 4 car ta+e PCG Paworeorm" cW^MPe CansM'UM P4ru wowed by am cbm W*" orarwtse nw" and am show, CALL Celeeeled ACA PIMMeWd Gberor Pbse only to dspW Oro p pWW or.dual m1N,enae N ekvatbn idea.* to am eseumed Eb CAW a PQ a The parwshownharsshown a JWroer«s.monp6ms.nubas.MoCY/orixend co ate' . I e.nwr P.RIL ROA Anerwrr/bAtiwn etoneenr4 Rlyhte.a.my olreeord~w depfded or not on uds dowment No sawch of Of � e�awmrr P.a¢ Pewdawwwnewwe ' Pubft Reowds hes 0e.a move by Mb oleos. Pi A*d rYCbn 7. Ptatled end m*&wad h end Abeam N As same wthn o1henvin nafed Lp. ae► &W R lkv4vdln lP. boo Pipe �G ybVVICY �or a Lbpleso►adaswiermeyamsdenrrheorlµ,.raansarlbnay us ea,aae RAD OWLAW Rmkb"W • Den01u 1r*wmd wM plAset cepm~L84Rl7. QrM*ftn nd MOA L Am RFS RrLrph onote0 tB LAwnedBeBws redphudeopmantsd"WltnesaGamee;uNeaummbe ODQnot AGP.(Aemanenlconbolpobu) La tAae8u.err Ttor=W bhl% aenoawe IN Orwms Penne lRbhmao AkvuwmW "a Ahwure0 02010 Nee S Astoolens hm AOd014s M~ AWFUM TW. .ate TypkY P.ws.,� I (M"*"*W IV—X- Pres gmeolpw aweeL Pnrormweq P.am Rey sWW wpPW W ewo Nos a AenMdMn Aft. Slate ofMoks Le 12 ,n Drawn by., CM Checked by: OP CN09d T0. P"P-" fw AN Mahe. "I 170a A NW, LSA, LG Job Number. 07-00542 Stewart 7mtr Gua," coo pony Seat& 1'-40' mm,u by FF :I Wr nolsuMr. MIS -10