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Home My WebLink About124 IslamoradaJob Address: CITY OF SANFORD BUILDING & FIRE PREVENTION JAN 142016 PERMIT APPLICATION i , + Application No: Documented Construction Value: $ -8D Do Islam Historic District: Yes No Parcel]][): O- 1' 19 c3 1 Jr-jD I D000 — 2K--c Residential Commercial Type of Work: New Addition 9- Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: , l-7il, k// l ( J !/ ( Imo! V I. ) Phone: 401 0 8 1 4 I Fax: Email:_ Property Owner Information Name L 1 I Phone: Title: 0 i v n rir Street: S %. MLX UtgUAt Resident of property? : l''m om City State Zip; a rl--ftYU Yl t'' v _ Contractor Information Name I —LYPhone: , 40-7 ta& / 1341 Street: S ,i les v" Fax: City, State Zip:19 ba l f L Z State License No.: SCC 6 =J()& S Architect/Engineer Information q 54Name: t-'CJ VY Phone: Street: n " J V k CV 4In a ,T 11yFax: City, St, Zip: Co C o r` z'+ 0A J U E-mail: 331) -7 3 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. 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 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 f v(,_) Revised: June 30, 2015 Pennit 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 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 constructio,irjand zoning. q J )616 Signature of Owner/Agent Date Signature o Co ctor/Agent Date 1! Cri J (Jk Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida DateQnature of Notary -State of Florida Date DEBORAH TINCHER Notary Public - State of Florida 3' My Comm. Expires Mar 15.2017 Commission # EE 855332 Owner/Agent is Personally Known to Me or Con 10 41 Mn to Me or Produced ID Type of ID Produced ID Type o 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: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: '26- 15 UTILITIES: COMMENTS: ENGINEERING: 6 1 FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: V (- l Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE A .-. 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) Address: 12 84 min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 1M, ,scuArn,cAvPFjRmiT, Min Max I<ns ection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final REVISED: June 2014 Revision ' ;k Response to Comments Permit # I y 2-" Submittal Date City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov 4,210 ( (-ta Project Address: 3 LA- i v \ U q- `" w-- Contact• k vs$ C oq" - " Ph: SZ 1 : I Lq'2:- ( Fax: Email lil R l o-/u (L61 YY\-a.1 , C CI 1 Trades encompassed in revision: L Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: E? V, Kam) KVK-C - d wok ROUTING INFORMATION Department Approvals Utilities Waste Water Planning `; Il 2-7 1 1 ko Engineering Fire Prevention 2 Building " ) i r r6 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: 16-270 Date: March 9, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: screenplease(i gmail.com Project Description: Screen Enclosure Job Address: 124 Islamorada Way 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. 2' D PLAN REVIEW COMMENTS: The engineered plans have been designed to meet 120 mph ultimate wind speed. The City of Sanford wind speed is 129 mph ultimate for Risk Category I buildings, in accordance with FBC 102.9.2 (Local Ordinance 4350). This is also stated on the Aluminum Submittal Guidelines that were included with the previous set of plan review comments. Please submit two (2) copies of signed and sealed engineered plans that have been designed to meet the required wind speed. 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 1- u 1/1+4/2016 Dc vld Jahn3on, CFs 1 cps EMINOLE COUNTY, FLORIDA SCPA Parcel View: 29-19-31-501-0000-2840 Property Record Card Parcel: 29-19-31-S01-0000-2840 Owner: WILLIAMS TIFFANI N Property Address: 124ISLAMORADA WAY SANFORD, FL 32771 Parcel: 29-19-31-501-0000-2840 Property Address: 124ISLAMORADA WAY Owner: WILLIAMS TIFFANI N Mailing: 124ISLAMORADA WAY SANFORD, FL 32771- Subdivision Name: CELERY KEY Tax DistrictrSLSANFORD - Exemptions: 00-HOMESTEAD (2012) DOR Use Code: 01-SINGLE FAMILY M4°' j I Legal Description LOT 284 CELERY KEY PB 64 PGS 85 - 96 Taxes Value Summary 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings s 1 1 Depreciated Bldg Value 99,411 $95,751 Depreciated EXFT Value 363 $375 Land Value (Market) 25,000 $25,000 Land ValueAg Just/Market Value 124,774 $121,126 Portability Adj Save Our Homes Adj 30,951 $28,048 Amendment 1 Adj Assessed Value 93,823 $93,078 Tax Amount without SOH: $1,643.74 2015 Tax Bill Amount $1,072.92 Tax Estimator Save Our Homes Savings: $570.82 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Anent Value Exempt Values Taxable Value County General Fund 93,823 50,000 43,823 Schools 93,823 25,000 68,823 City Sanford 93,823 50,000 ; 43,823 SJWM(SaintJohns Water Management) 93,823 50,000 43,823 CountyBonds 93,823 50,000 , 43,823 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 1/1/2011 07516 0340 122,000 No Improved SPECIAL WARRANTY DEED 1WI/2010 07516 0338 100 No Improved CERTIFICATE OF TITLE 4/1/2010 07361 0648 100 No Improved WARRANTY DEED 12/1/2005 06090 0887 259,BW Yes Improved hnd Comparable Sales within furs Subdivision Land Method Frontage Depth Units Units Price Land Value LOT 1 $25,000.00 $25,000 Building Information Description Year Built Fixtures Base Area Total SF Living SF Ext Wall Adj Value Repi Value Appendages Actual/Effective http-./ Iwww.scpafl.org/Parcel Detail Info.aspx?PID=29193150100002840 1/2 Revision Response to Comments [ Permit # -7v Submittal Date Project Address: CILr)l-) ()YA Contact: L'-hr- &76 v Ph: e v7 1341 Fax: Email: JJ,-YJ a,4,I C City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Trades encompassed in revision: 3- 15u-i-lding Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building N General description of revision: Ek, a a J -sj ROUTING INFORMATION Approvals MAR p I ZA CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORDr FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-270 Date: January 28, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: screennlease(ikmail.com Project Description: Screen Enclosure Job Address: 124 Islamorada Way 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. Two (2) copies of ALL documents are required to be submitted for review. FBC 107, Submittal Guidelines 2. The engineered drawings are not signed/sealed by the engineer. All applicable tables are required to be highlighted as well on the drawings. FBC 107, Submittal Guidelines 3. The site specific layout is required to be drawn to meet minimum 1/8" per foot scale and must include all framing member sizes and types (uprights, beams, ect.). FBC 107, Submittal Guidelines Please see the Submittal Checklist included with these comments." 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 1- U9 RECORD COPY t I Jr X w e LJLJIR'5 ALUMINUM SCREEN DESIGN,, Aluminum & Construction Engineering x Plan Type 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 Other: PLANyS EXAMINER tej DATE Reference: Tiffani New Revision Date:03/17/2016 Project Address: 124 Islamorada Way City: Sanford Contractor Name: Central Florida Screens LLC Address: 637 S. Charles Richard Beal Blvd., STE 2 City: Debary Zip Code: 32713 Phone/Fax: 4076871341 SANFORD BUILDING DIVISION A PERMIT 136UED 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 Email: screenplease@gmail.com Choose One:; Mail[—] Pick Up0 Fed Ex*F—] 3 No of Copies For Fed Ex option got to www.aluminumscreendesi.qn.com and provide FedEx account #) Pey_mellit:; CheckO Credit Card * 1z;"D1"c For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) SANFORD Engineering prepared by: ADD Engineer: Michael Thompson, MSc, P.E. (P.E. #47509) 5200 Vineland Road —Suite 250, Orlando, FL 32811 Office:407-529-3300 Cell:407-721-2292 Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo.com Website: www.aluminumscreendesign.com CA#30930 V S S f P l iat1 D ALUMINUM SCREEN DESIGN Aluminum & Construction Engineering Ultimate Wind Speed (mph) 130 ,Exposed Category:` C ;Risk Category; Screen Room: Insulated _ Pan Roof Fascia Wall: Block Conventional Uprights x Top Plate x Kick Plate Pool Screen/Cage: Dome Gable[—] Mansard Gutter Wall: Block Conventional Beams x Uprights x Purlin x, Car Port: Insulated Pan Fascia Wall: Block Conventional Beams x Post x Patio Cover Insulated Pan Fascia Wall: Block Conventional Beams x Post x Concrete:. Existing Other: 1 New: 4" Slab Pier Ribbon Footer x Pavers 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. A go 'S DALUMINWA SCRVEN DESIGNKHAklunl:um K CoAz=tructico rtr trStr xtn General Notes & Desian Standards Screen Patio Roorrilnclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event",' of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2014 (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) (35 psi 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 qALUMMUMSCREENDESIGN gig, hlarrthsrnt c:m lr licre Ex g n xinx _ 17 Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice forjaluminum 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 ' P' 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" Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. 4100 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com cj ALUMNUPA :SCREEN DI SJGNEjA3vklunlrwruICa6xtrucitefiLng1*tt —_rtng ry `Nr tr• Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more" stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS 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 1 8'-0" 2 X 5 10'-0" 2 X 5 1 9'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max; 2 x 4 for beam span greater than 30'. Purlin• Contractor is required to,install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. 4100 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com Name: Address: VD l l 5 r LC7 yr Contact: ' 4 S` In the event of a conflict in member sizes shown on the plans and the general notes, the contractor must Oka the more stringent member size requirements. 4 Typ o 3" Com Color- Front Wail Uprights: Kickpl te: Doors: Hinge Orientation: osi ronzeBWhite 2x2 1 RH Pan 2x3 24" 2 LH Attached To: Type: 2x4 36" 3 Fascia one Side Wall Uprights: 48" 4 o e Wood 2x3 ALUMINUM SCREEN ETRUDED FASCIA IS ATTACHEDDESIGNYINSULATED 3" C CHANNEL IS TTAC O WOOD STRUCTURE ROOF WITH #10 11' 6T0 6" FROM ENDSNDS 24"O.0 &ITO 3T INSULATED ROOF WI HT6 #10 1" PER SIDESTUDS FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 1" 6" ROOF IS ATTACHED TO FRONT WALL 1ITTTLT /A\ 111 n Atl DUD D ATKTCT 2X2 POST .046 OR GREATER 2 HINGE 2X3 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1 " PER CLIP BLIND CLIPPED WITH (4) 910 1" PER CLIP 1X2 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) 910 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 BLIND CLIPPED WITH (4) #10 1" PER CLIP INSULATED ROOF IS ATTACHED TO d,LJMINUM STRUCTURE WITH #10 4" It U13 r%A f L'ATTIC '] A It /l n 2X3 SIDE WALL TOP PLATE 1X2 IS ATTACHED TO WOOD STRUCTURE WITH #10 2" 6" FROM ENDS 24" O.C. 2X3 SIDE WALL UPRIGHTS 1X2 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. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 ViNELAND ROADALUMINUMSCREENDESIGNALLTAPCONSSHALLPROVIDEMINIMUMOF11/8" EMBEDMENT DEPTH '; Z SLhITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLAN DO,,FL" 328-11 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. `# 47509FAX: 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 0030, 4 ELITE ROOF/SCREEN WALL MASTER PLAN SHEETDETAILSNOTSHOWNTOSCALEPORCIARITY. 6O63-T6 A CONNECTION TO STRUCTURE: D ROOF PANEL CONNECTION WOOD OR CONCRETE FRONT ELEVATION R. APR H;s'AYBLEPER O 12•. MAX IS 2- IN 12" LAG BOLT 0 S' O.C. S ENDS TO A SOUNDFASCIA. ENSURE FASCIA IS SECURELY FASTENEDFASCIA. TO WITH X 3- LAG 021' I SEAL ]DINT CONTINUOUS yELLA SPA. 4',0.024 4',0.032 STRUCTURE BY OTHERS) A EACH RAFTER (I)Y' MIN. CENTER LAGS TO RAFTERS. ENSURE I%" MIN. FLASHING EX gg 4 PENETRATION PRE-ORULL HOLE TO AVOID CONIXEfE SEALED TO 1 P5F 9.O.C. 11' O.C. SPLITTING OMASON0.Y• JY WALL) g PF 4.6 ANEl C dANEI 1 X 2 OPEN TO STRNCNRE SECTION AT BEARING WITH Y•X I Y'EMBED TS ELITE E Iq3pp 7xx TAPCONS OR P 14 X I%' TRUSS R4PTER Y'x1Y'EMBED.. '• FP-23 OL MN 150 PSF 6'O.C. 8'O.C. EMBED WOOD SCREWS 4' TAPCO®yy yyEEO 1T Bd F 7d FROM ENDS. 21' MAX O.C. s IN D „ LA y2 FO0.y _N9 tlN ..... NS I]0 ADD FASTENERS 4- EACH MAX, 2" FACIA MINIMUM :13 14XY" SMS 0 6' O.C. (8) PER 4' fANEITOP fl 'N USE W-1 " EMBED BOTTOM. ADD (2j SMS 2' & 4' FROM EACH TAPCONS, 2%' & 4%' FROM ENDS, ENCLOSURE END TOP & BOTTOM. HEAW 12" MA% O.C. TO HOLLOW BLOCK ADHESIVE CAULN TOP & BOTTOM CONTINUOUS B ENCLOSURE TO CONCRETE DECKANCHORINGDETAIL V-SEE GENERAL NOTE 1 COLUMN PER TABLES OR (2)2'x2, AHGIB EACH SIDE OF COLUMN AS SEALED SITE SPECIFIC SHOWN WITH (1) Y' TAPCONS X lY' MIN. EMBED. DRAWINGS/CALCULATIONS W/%*MIN. WASHER DIAMETER, EA ANGLE TOSLAB PROVIDING CENTERED & (4) f 14 SMS TO COLUMN W TAPCON X lY' EA ANGLE. EMBED TO CONC 24' MAX O.C. IYP. IN HVHZ ONLY - USE 2'X3'XI/4' ANGLES W/ (6)• .14 SMS TO COLUMN EA. ANGLE 1 X 2 OPEN M SLAB B EDGE SETBACK3"MIN.2 O FROM SW EDGE NEW/EXISTING CONCRETE SLAB & FOOTING. SEE SITE SPECIFIC DETAIL OR ADDITIONAL FOOTING ENGINEERING SHEET r EAVE BEAM CONNECTION @ WALL EPS LY • • : . •.: (USED AS REQURIED WHEN ROOF . • •: 2 •. ! C : CONNECTNG TO WALL) Y"THRUBOLT THROUGH 2'x3-,%' ANGLE TO ROOF, 3•x3')%' ANGLE FASTENED TO INSIDE& 4 BOTTOM OF CARRY BEAM W/ (2) Y' 2" THRUBOLTS SIDE, (4) +14 SMS BOTTOM CARRY BEAM PER , TABLES SEALED FASTENEDTOCBS WALL W/(2)W-IY' SITE SPECIFIC EMBED TAPCONS ORTO WOOD (RAIN 2IC, EXTRUSIONS: TUP LTYF BL XTRVERIFYFIELDEUSION .097' SEE TABLE 1 DIMENSIONS WITH DESIGN " TYFDIMENSIONSPRIORTOUSE. MIN. ,y ALTERNATE ENGINEERING 2 X 3 2 X 3WILLBEREQUIREDFOR 00X BOXDIMENSIONSLESSTHAN THOSE AS SPECIFIED BEAM WIRY ' HEREIN. ALL EXTRUSIONS I BEAM 2 X VARIES T---O BE 6063•T6 ALUMINUM. 1 n LAP BEAM I SEAM WITHBEAMwrX t--2.0 2.0" EAVEAND c CORNER 'S" 14 SNAP" 'FOR NON•SNAP+ LOBS' lx2 & 2x2 TO 2x3 T'P. CONNECIION, USE 2 X ] A14x1K' / 2W SMS BEAM TOP S'. SNAP 0 16" O.C. BEAM 2X4 .MsA 2X5 . 134.D OS. 2X6 . 134 .0 2% 7 .134'.0 2% e .ri0'.0 210 . 0 1x2OPENS 2.0' ] 2XI0 .390 0 w mI OPTION LUSE 52' LAG BOLTS W/ 1' MIN. WASHER DAMETER,-Zl 1' MIN. LONGER THAN PANEL THICKNESS SPACED PER LAG SPACING TABLE THIS DETAIL OPTION 2: %, THRUSOLTS TO ROOF, 4" FROM ENDS & 1S O. C. TO 2'.2'1W ANGLES EITHER SIDE IF REQUIRED BY BUILDING DEPT). F SECTION Al 12AA- SMS16TYP. TOP & BOTTOM . ELITE ENDCAPOR VALANCECARRY BEAM PER TABLES OR SEALED SITE SPECIFIC DRAWINGS/ CALCULATIONS LOTH OPTIONS: (2) %- TMRUSOLTS, ARRY BEAM TO COLUMN NOTCH COLUMN TO FIT CARRY BEAM SNUG W LAGS, 4' FROM ENDS & 24" MAX. O.0 r LONGER THAN PANEL THICKNESS TO SEC TONONPRIMARYWAILSONLY- CAULK A HEADS BITE ROOF PANEL F2X2 BOX M[ N. 2• x2'xK-ANGLE, (3) *14 SMS EA LEG, EA SIDE OF BEAM u, , , . .."„ , , v —, 4) • IOxl' SMS EA CHAIR RAIL PER TABLE it ON SHEET PE0. SEALED SITE SPECIFIC ORAWIGNS/ CALCULATIONS v 0. 093" SIDE 2' X S X SEE 0.093"TUBE TABLE BELOW) o VIIII SMS SIN: 0 ENDS & 2'x2'x0.045' & 24' O.C. 3x3-.053' MAX. TOP NOTSHOWN) BOTTOM 2. 0"-1 T 12s" R: DEPTH AS REQUIRED ANGLES 18X14 SCREEN MESH ROOF/ SCREEN Poo, LAYOUT OR, t'0P O' Sl ssQO OPTIONAL IF ALL BEAM CONNECTING SPLICES TO TO WALL) BE CENTERED C SIDEOF CHAIR RAII/EAVE BEAM LU14 Y E BEAM PER 36' MAX WIDTH X B0- HID COLUMN TABLE OR SCREEN DOOR: 1 X 2 FRAME, 3' E SITE -SPECIFIC PUSH BAR, 8' KICKPUTE, ENGINEERING SELF{ LOSING. SEIF•IATCH W G IFlING2 X3SNAPASNON -PRIMARY MN PER TABLE OR COLUMN DOOR SUPPORT ONLY BETWEEN PRIMARY COW MNSITE-SPECIFIC ENGINEERINGALUM. KICKPLATE OPTIONAL, CHCHAIR RAIL PER TABLERAIL HEIGHTNOTTOEXCEED212, OFTOTALWALLHEISPECIFICSHEET 2 OR SITE ENGWEERINCOOF PANEL ACCESSORIES: NOTE: CERTIFICATION OF SKYLIGHT BY SEPERATE CERTIFICATION. DETAIL ILLUSTRATES TYPICAL ITE CONNECTION METHOOSONLY. REFER TO SKYLIGHT DETAILS FOR FURTHER INFORMATION WHICH GOVERNS. 5 t10. 24x1' TEK SCREWS, (1) EA COIINER&(1)O ITGSLDl KYLIGHT D• LENGTH, U.N.O. ON SKYLIGHT PROD. APPROVAL I' MIN PRESSURE SENSITTVE WINDOW WELD RE ROOF SWU ING TAPE SCREW 24' X 4W MAX SKYLIGHT OPEN RECEMNG : '. RODP PAxlL (DETAIL SEPARATE) AN BEAM CHANNEL •• CONDUIT FAN SUPPORT 2' X 3' X PS CORE, .070' ADHERE ALL 4 SIDES WIRING & DRC FAN INTEGRITY BY OTHERS COLUMN PERTABLES OR SEALED SITE SPECIFIC ^ v...... . H BEAM SPLICE OVERCOLUMN1) Y' LAG SOL EACH CARRY BEAT S) f14 INS EA. 1' MIN LONGS SIDE OF PLATE PANELTM[C 6• WIDE X K'THIO( - ALUM PLATE ON EACH SIDE Of CARRY BEAM COLUMN PER TABLES OR SEALED SITE SPECIFICDRAWINGS/ CALCULATIONS THIS STRUCTURE HAS BEEN DESIGNED & COMPLIES WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. STRUCTURE SHA IE FABRICATED IN ACCORDANCE WITH ALL GOVERNING CODES. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL SUILDIN ODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA OR SPANS BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC S' FACEDENGINEERING. ALL LOADS BASED ON SCREENS WITH 1SX14 MESH, CATEGORY 1, Kd.0.85, PARTIALLY ENCLOSED (Gcpl-+/-0.55), MRHPERFBCTABLE2002.4(1), CATEGORY It PER AAMA/NPEA/NSA 2100-02, AND ASCE 7-10 AS APPLICABLE. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINAL SIGNATURE 5 RAISED SEAL OF C.T.'GUS- TARNOWSKI, P.E. & MUST HAVE'ELITE' /N RED ACROSS THE FACE OF THIS DRAWING. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR TTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. IN COMPOSITE ROOF AND WALL MEMBERS SHALL BE CONSTRUCTED USING MINIMUM TYPE 3005•H25 ALUMINUM FACINGS, (1) OR (2) PCF TM C-578-83 CARPENTER BRAND EPS ADHERE TO ALUMINUM FACINGS WITH ASHL ND CHEMICAL 2020D ISO GRIP. FABRICATION TO BE 5 ME PANEL PRODUCTS ONLY IN ACCORDANCE WITH APPROVED FABRICATION METHODS. ALL EXTRUSIONS SHALL BE ALUMINUM ALLOY TYPE 6063-TS ONLY. E III S 8ALL FASTENERS TO BE 2024-T4 OR 7075-T73 ALLOY, NON-MAGNETIC STAINLESS STEEL, SAE GRADE 5 STEEL MIN, OR CADMIUM PLATED OTHER CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH SECTION 5, 2010 ALUMINUM DESIGN MANUAL, THE ALUMINUM j SOCATION, INC., &APPLICABLE FEDERAL, STATE, AND LOCAL CODES. @ FASTENERS SMALL HAVE A yj' DIA. HEAD OR BE PROVIDED WITH K' DIAMETER WASHER MINIMUM UNLESS NOTED OTHERWISE. ALL CONNECTIONS SMALL BE BOLTED OR FASTENED WITH SHEET METAL SCREWS AS SHOWN AND IN ACCORDANCE WITH PROPER g pyySTENING METHODS AND CODES. ANY FASTENER STRIPPED OR NOT ADEQUATELY HOLDING SHALL BE REPLACED. 39 THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT EIERROLY515. OtDII6M VAIfMTIUBNNiHR1&tG ALL TAPCDNS MUST BE ITW CARBON STEEL TAPOONS OR EQUIVALENT W/ IY' EMBED, 3" MIN. EDGE DISTANCE, FASTENED TO MINIMUM 00-EAC-1003 MAXIMUM COLUMN SPACING - BET, MAX COLUMN HEIGHT - I0FT, MAX LIVE LOAD . 65PSF, MAX WIND VELOCITY & EXPOSURE . PIG! DISC MPH,' D', CONNECTIONS VALID UP TO THE MAX 6IN. THICK ROOF SPAN PER ELITE ROOF FLORIDA STATEWIDE APPROVED SPAN TABLE. E SPECIFIC ENGINEERING REQUIRED FOR ANY DETAIL WHICH DEVIATES FROM THIS PLAN OR BEYOND THESE LIMITATIONS. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et NDEMNIFIES AND SAVES HARMLESS THIS ENGINEER FOR ALL COSTS AND DAMAGES INCLUDING LEGAL FEES AND APPELLATE FEES ULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, AND CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY AL, STATE, AND FEDERAL CODES AND FROM DEVIATIONS OF THIS MAN. EXCEPT AS EXPRESSLY PROVIDED IN THIS SPECIFICATION, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. Oink COLUMN ALLOWABLE HEIGHT TABLES: 1 6063-T6 18X14 SCREEN MESH TABI_F 1 : 130MPH_ FXPOSl1RF 'R' TARI F 7: 13nMPH_ EXP 'C'_ 140MPH_ EXP 'B' TABLE 3: 140MPH. EXP 'C'. 150MPH. EXP 'B' SCREEN WALL COLUMN HEIGHT TABLE: MAX ROOF SPAN - 2111- COLUMN COLUMNSPACING4-0' I 4'S' s'd 1 5•-w 1 6•d 6•S• r-0• r-S' 8'-0" 2X3 SNAP V-il• 5'4' 4'S• 3'-1' 4'-Y 3'-10' T-W T-W a4 2X4 LAP tad lad tad lad 1a-0' 9'-10' 915' 91d 8'-71 2XSX093 BOY lad lad 1014r tad f0`-0' tad tad 10-0' tad 2X5 LAP lad la-0' lad lad Ia-0' 10d lad l0•-0' tad 2XS LAP la-0" lad la-0' lad la-0• lad 101d lad 101-0" 2X7 LAP lad lad 10'd lad lad lad Iad 1W-O' Iad 2XB LAP lad lad lad lad 10-W tad lad lad 10'4r 2X9 LAP lad lad tad lad tad tad lad lad lad 2xIO LAP 10'W lad tad lad 101d lad lad tad lad SCREEN WALL COLUMN HEIGHT TABLE: MAX ROOF SPAN - 20P5• COLUMN COLUMN 4'-0' SPACING 4'S- 6d I 5'S" 6'd 6'S• Td r$' I 8•d ZOSNAP 5'-4- 4'-10' 4'4- T-7- T-7- a-0' 014' 2X4 LAP lad tad 1a-T a-7' 9'-1' W-W 74r 2x5X093 Bo la-0' tad lad lad lad 9'-l0' 9'S' 2X5 LAP la-0• la-0" la-0' la-0" 1010 a-r 9'-r 2>6LAP la-0' tad fad lad la-0' MI;' lad tad2X7LAP1adtadladladtaddladtad2)QI LAP lad told lad lad la-0" d lad tadla-0- lad lad lad tad d tadladadladtaddladlad SCREEN WALL COLUMN HEIGHT TABLE: MAXRooF SPAN -19•-4 COLUMN COLUMN 4'-W SPACING 4'd I Sd I 5'$ 6'd I 6'S- I rd r-r I 8'd 2Xt SNAP 5'd 4'-6' 4'-1' 3'•10' 3'S' ad I a-0' ad 2XA LAP told tad 9-T 9'-1' B'-r 8'-r 7'-11' r5' 2XSX093 BO tad 10'd Iad lad lad tad 9'-7" 9'-2- MLAP 19-0' 10'd 1a-a' lad 1a-0' B'S' 9'-r V-10' 2X8 LAP lad tad Had la-0' lard IOd tad 9'-11• 2X/LAP I1adladlad1adladHadIa-0• lad 2XB LAP Ia-0' lad lad lad Ia-0• tad 1a-0' 10'd 2)3LAP lad fa -a' lad tad m-0' 1a-0• 1ad Iad 0 LAPladloadtadlad TARI F 4. 15nMPH_ FXP'C'. 16OMPH_ FXP'R' TARI F S: 16OMPH. FXP'C'. 170MPH_ FXP'B' TABLE 6: 170MPH_ EXP'C' SCREEN WALL COLUMN HEIGHT TABLE: MAX ROOF SPAN - 18•-W COLUMN COLUMN 4'd SPACING 1 4'$ V-T 1 5'S' 6'd V-W rd 1 r$' 8'd 2X3SNAP 4'-W 4'4' 4-0• T-r 3'4• ad 0'-0" 0'-0' ad 2X4 LAP lad 9-tar 9'-2* W-W 8.4' r-11• 7'S• r-Y T-11' 2X5X093 BOY 10'd lad tad lad 9-110 9'S' 9'd 8'S' 8'4' 2X5 LAP tad lad lad lad 9-7' 9'-r V-10' V5' B'M 2X8 LAP tad lad 1 d lad lad tad 9'-11' 9'S' 9'4r 2X7 LAP tad 17d tad tad lad lad fad tad 10'd 2X8 LAP lad lad tad lad lad to-01 101d tad 101d 2X9 LAP lad lad tad lad 10'-0' tad lad lad'-0' 10 2X10 LAP lad lad tad lad lad Ia-0- lad tad lad TARI F 7. 17f1MPH FXP lrl* SCREEN WALL COLUMN HEIGHT TABLE: MAXROOF SPAN - Ira• COLUMN COLUMN 4'-0- SPACING 4'S• 5'd SS' 8'd 8'-0• 1 T-0• r5- 8'd 2)G SNAP 5'-2• 4'-7P 4'-5• 4'-1' 3' 10' T-W 3'd a-0• ad 2x4 LAP 9'-r 9'4' 8'-11' V-r 8'5' V-2' 8'-0• r-10' 7"5' 2X5X093 BOY tad 101d tad lad 9-11• 9'-W 9'5- 9'-2- B'd 2)G LAP lad lad tad lad 10`d 9'-0• 9'-0• a -I" 8'48' 2X6 LAP lad lad tad lad lad tad lad tad 9'-10, 2X7 LAP lad lad lad tad lad lad IV-w 10•d low 2)3LAP lad lad tad lad lad tad lad tad Io'-0' 2X9 LAP lad lad lad 1a-0• 1a-W fad dIo lad 10'-0• 2X70 LAP 10'd lad tad lad lad tad tad tad 10•d AL' BLES: TABLE 10: ALTERNATE CONNECTION 'A' A.. CONNECTION TO STRUCTURE ANCHOR SIZE: VALID UP TO: 3' ROOF SPAN 4- ROOF SPAN 1/4' N74 1408 130C I 150B,140C 140E SOCANCHORTYPE: LAG 80LTS SMS MAX. SPACING: Ir O.C. I I"O.C. 5 /PANEL TABLE 11- ALTERNATE CONNECTION'C' SCREEN WALL COLUMN HEIGHTTABLE: MAX ROOF SPAN- Ir4' COLUMN COLUMN 4'-0- SPACING 4'-V 5'd SS' 8'd 8'S' rd TS' 8'd 2Xi SNAP 4'-6• 4-7' 3-10' 3'S" T-1- 0'd ad ad ad 2X4 LAP I7.10' 9-1- 8'-W r r-10- r5- r-l' V-10- 6'S' 2XSX093 SO)1ad lad lad 9'S' P4' 8'-11' 8'S' B'-r T-10' 2XS LAP 10'd 1 ad 1 ad 9'S" a-1' V-r V4- r-11' r-7- 2XBLAP tad 10'd tad tad lad 9'S• 9'4• 8'-11' 8'S' 2X7 LAP lad lad lad tad fad tad 10'd tad 95' 2X8 LAP lad lad tad tad to-0• tad 10'-0' lad 1a-0' 2X9 LAP 10'd 10'd lad tad la-0• tad lad Ia-0' 1a-0' 2X70 LAP 10'd lad lad lad la-0• tad Iad tad lad TARI F R- 175MPH_ FXP'C'* SCREEN WALL COLUMN HEIGHT TABLE: MAX ROOF SPAN - 12'a- COLUMN COLUMN 4'-W SPACING 4'S' Sd T-r V-0' GS' rd r5' W-V 2X3 SNAP 4'S' 2X4 LAP a$" 9'-1• 9.10• 60 V4' r-11' T-r 7'4' 7'-0' 2X5X093 BOY10'-0" to-0' tad tad 9'-1P fr4r 9'4' 8'-11' 8'S' 2X5 LAP 1a-0- is-0" 10'-0• ta-0• 9'-10' 9.5' 8-11- 8'$ 8'-Y 2X8 LAP 1a-0• Iad lad Ia-0' Iad to-0- Iad a-r 0'-2- 2XI LAP 101-0" lad Iad ta-0• lad fa-0' to-0• Had lad 2X8 LAP Ia-0' Iad lad iad 1ad 101-W Hod Had lad 2)G LAP 10-0• tad lad lad 10'd fa-0' fold Had lad 2X10 LAP 10'-0- lad lo'-V iad Had 1a-0' 1a-0• Had lad TABLE 1-9 NOTES: 1) 2010 ALUMINUM DESIGN MANUAL, ALLOWABLE STRESS DESIGN METHOD USED IN ALL TABLES. 2) USE APPROPRIATE TABLE REQUIRED BY THE FLORIDA BUILDING CODE & GOVERNING LOCAL BUILDING CODES. VERIFY REQUIREMENTS WITH BUILDING DEPARTMENT. 3) DEFLECTION LIMIT - L/120 -. 4) MAXIMUM SCREEN WALL COLUMN HEIGHTS NOTED IN TABLES 1-9 . 5) 1OPSF MINIMUM SOLID ROOF LIVE LOAD USED OR RESPECTIVE WALL WINDLOADS (PER FBC TABLE 2002.4) & RESPECTIVE ROOF WINDLOAD (PER FBC TABLE 2002.4)USED, WHICHEVER GOVERNS. 6) COLUMN SPACING IS HALF THE DISTANCE TO THE LEFT ADDED TO HALF THE DISTANCE TO THE RIGHT OF THE BEAM (AVERAGE COLUMN SPACING) 7) COLUMNS TO BE LATERALLY SUPPORTED EVERY 8' MAX. 8) ALL WIND SPEEDS SHOWN ARE ULTIMATE DESIGN WIND F SPAN 4' ROOF SPAN SPEEDS (Vult) HVHZ ONLY; DEFLECTION - L/80 FOR SPANS 5 12'-0' AND L/180 FOR SPANS >12'-0", MINIMUM SOLID ROOF LIVE LOAD - 30PSF C: EAVE BEAM CONNECTION @ WALL ANCHOR SIZE: VALID UP TO: 3- ROOF 1f4' Nib 1/4• N14 140B, I30C1508, 1Z 160B, ISOC 1406, 130C 150B, 140C 160B, 150C ANCHOR TYPE: RUBOLT SMS TAPCONS WOOD SCREW FASTENER QUANTITY: 1 3 2 2 TARI F 1 7• Al TFRNATF ("ONNFC' ON IF' E: SECTION AT BEARING COLUMN ANCHOR SIZE: VALID UP TO: 3' ROOF SPAN 4' ROOF SPAN 1/4' N14 114- I40B, 30C 1508,140C 1408, 30C 1508,140C 160B, 150C ANCHORTYPE: RUBOLT SMS THRUBOLTS MAX.SPACMIG/ FASTENER QUANTITY: 2 3/ANGLE LEG 24' O.C. TABLE 10-12 NOTES: 1) 2010 ALUMINUM DESIGN MANUAL, ALLOWABLE STRESS DESIGN METHOD USED IN ALL TABLES. 2) ALTERNATE CONNECTIONS VALID FOR WIND VELOCITIES & EXPOSURES NOTED IN TABLES 10-12. 4) MAXIMUM SPANS PER ELITE FLORIDA APPROVED SPAN TABLES USED, MAXIMUM COLUMN SPACING - 8FT, MAX COLUMN HEIGHT - 10FT, MAX ROOF WE LOAD - 30PSF. S) ALL FASTENER AND MINIMUM EMBEDMENT REQUIREMENTS SHALL FOLLOW NOTES ON SHEET 1. SCREEN WALL COLUMN HEIGHT TABLE: MAX ROOF SPAN - lr4' COLUMN COLUMN 4'd SPACING 4'-6• V4- 5'S- 8•d 6'd rd r-r 8'd 2X3 SNAP 4'-2' 3'-1 V T-W T-Y ad 0'-V V-O* 0'd ad 2X4 LAP a-1' B'-r 8'-1' r5' r4- B'-11- 6'-7- 6'S' I- 2XSX093BO lad tad V-r 9'-1' 8'S' 8'4' 7'-11' r-r r4' 2X5 LAP lad 1ad 9•-5' 8'-11' 8`4r 7'S' 7'S' r-1' 2X8 LAP lad 10'd lad lad a4' 8'S' V4- 8'd2X7LAP1a-0' 1ad 1ad tad tad 9'-11' 9'7 9'-l' lad lad lad tad lad 11- 1 tad tad 10•d2X9LAPladladladlad1a-0• 1adlad 1od2X70LAPladtadladladladladladlad TARI F Q- 1 RnMPH_ FXP '[)'* SCREEN WALL COLUMN HEIGHT TABLE: MAX ROOF SPAN - 12'd COLUMN COLUMN 4.0- SPACING 4-8' S'd v-er w w-w rd r$' 8'd 2X3 SNAP 7.11' 3'4' ad ad ad ad 2X4 LAP 9-2' V-r s-r r-r r-r s-11, e-2' s-.1 2X5X093 SO tad lad V-10" 9'-2' 8'-tp 8'4• 7'-r r42X5LAPladlada$" 11' 8'-5' 8'd T-r 8'-11' 2X6 LAP tad 10•d lad lad a5" ad fl7*-7r' 8'-1' r-10' 2X7 LAP to-0' lad tad lad tad Iad 94' 8'-11' 2XB LAP tad tad lad lad tad fad Iad ladtadladla -a' lad la-0• tad 101-W lad lad tad lad la-0' tad IV4. TARi F 13- CHATR RAT[ SPANS CHAIR RAIL SPAN TABLE VELOCITY & EXPOSURES CHAIRRAIL MEMBER T WALL HEIGHT 8' WALL HEIGHT a WALL HEIGHT 10' WALL HEIGHT 2X2X.045 BOX V-10• 8'5" 6'-1" SS- 130'C 2X3X.044 BOX 8'd 8'd 7%9' 7'S" 2X2X.045 BOX TS• 7'd 6'-7- 6'-2" 140'B' 2X3X.044 BOX 8'd 8'-0" 8•d 8'-0' 140.C' 2X2X.045 BOX a4" 5'-10' S'S' 5'4' 160'B' 2X3X.044 BOX 8'd r-r r-r 6'A• Isola 2X2X.045 BOX 5'-f0' 5'S" 5•-2" 4'-10" 160'B' 2X3X.044 BOX r.r r-1" V-8" 6'S' 160'C' 170'B' 2X2X.045 BOX sw 5'-2" 4'-70- 4'-7' 2X3X.044 BOX r-7" 6'4" 64' 8•-0' 2X2X.045 BOX 6'-2" 4'A' 4%r a'd- 170'C' 2X3X.044 BOX 6'S" 6'-r 5-10" S-r 170/175'C 2X2X.045 BOX T-r V-9" 5'S" 5'-1' HVHZ 2X3X.044 BOX 7'-10' TS" Td 8'-7' 2x2X.045 BOX SS' S'-1- 4'a' 180'D' 2X3X.044 BOX T-0" W-6- S-r 6 TABLE 13 NOTES: 1) ALLOWABLE STRESS DESIGN USED IN ALL TABLES. 2) TABLE 13 SOLVES FOR THE MAXIMUM SPAN OF THE CHAIRRAIL ACCORDING TO THE MAX SPACING ABOVE AND BELOW THE CHAIR RAIL 3) COLUMNS TO BE LATERALLY SUPPORTED EVERY 8' MAX. FL CG zZ.^ LN O m m Jw f QOM6 W W a0Hj 6 GJL0 O Luu, c War 00-EAC-10031 F A6063-T6 18X14 SCREEN MESH °7 "OSG662 AN°W3PE050662 END WALL CARRY BEAM CLEAR SPAN TABLES: L TABLE 14: 130MPH. EXP 'B' TABLE 15: 130MPH, EXP 'C', 140MPH, EXP 'B' TABLE 16: 140MPH, EXP 'C', 150MPH, EXP 'B ,ALroFORI1, SCREEN WALL CARRY BEAM SPAN TABLE: BEAM ROOF CLEAR 8'-0• SPAN 10'-0- 12'4r 14'-0' 16'4r 18'-0• 2z4T 2x3 SNAP 6.2' 51-0• 4'-0• 4'A' V1. 4'4' VA" 2x3x.097 BOX 5-r 6-ir 5.8• S-r 54• 5.3' V-0- 2X4 LAP 64• 64' 4• 6'J" 6'-2` 6'-1• 6.0- 2XSx.093 BOX W-T 8'-0" r-T r-r r4r r-r 8•40' 2.5 LAP 713• r-3• r-r r-1• r-0' r-0• s•-9" 24 LAP 114r r-r r-r r-r r-0" T4' r.r 2x7 LAP S-0' 6-0• 6-0" 8'4T 8'-0" 814r r-10' 2x8 LAP 8'-0" 8'-0• 8'-0• V-vW-0" 8'-0' B%W 2x9 LAP W-T 8•-0• 8'-0" V-v 6-0' W-W 2XIO LAP B%W 8'-0• 8'-0' S-0• 8'-0- r 8'-0- SCREEN WALL CARRY BEAM SPAN TABLE: BEAM ROOFCLEARSPAN 6-0• 10'-0" 1z-0" 14'-0' 1 18'-0• IW-V 201-0' 2x3 SNAP 1 5-1• 4'-10• 4'-r 4'-6" j7'-2" 4'-2" 4%1^ 2x3x.097 BOX VAN 8-0• S-7' S-0' S-2• V-0' 2t4 LAP W-T 6'4" 63' 6-2• 6'-1• 6'-0" 2X5XA93 BOX 8'-0` r-10• T-8" T-8• T-0• S-9' 2x5 LAP r-3- r-2" r-1• r-1" 6'-10' 6.10' 2x8 LAP T-W T-7' r-r Tsr4'r-3• 2X7 LAP W-0` B'-0` S-0• 8'-0• 8'-0" T-10` 2x6 LAP 8'-0• S-0" 6'-0'61-V2x9LAP6'-0` 2x10 LAP 8'4Y SCREEN WALL CARRY BEAM SPAN TABLE BEAM ROOF CLEAR SPAN 814r 10'br 1z4r 14'-W 18'4• 18'4r 164r 24 SNAP 4'-8• 4W 4'-r 4'-1• 4'br TA V 31-V 2x3x.097 BOX S-0" S-' S-W &T 4'-10• 4'-r 4'-r 2X4 LAP 6'4• 6-7 6-r 6'-1• 6'-1°" 61-8' 1-7- 2x5x.093 BOX r-e• r4• T-1• 6-Ur 6-r 6'4' 8'J' 2x5LAP r-r r-1• r-T 6-10• 6'-V 5-7" 5A' 2X6 LAP r-r r-T rbr r4• T-3• r-2' r-2• 2x7 LAP 8'-0• 8'-0• W-T 8'-0• 71-1o• r-10• r-1o• 2xB LAP 8'4r S-01 81-V 6'4• 6-0" 8.4r 6-0' 2x9 LAP 6'4r W-T V-w 8'4T 64r 8'-0• 6-0' 2X10 LAP 8•-0' 8•-0' FT I 8'4T 8' o ITABLE 17: 150MPH. EXP 'C', 160MPH. EXP 'B' TABLE 18: 160MPH, EXP 'C', 170MPH, EXP 'B' TABLE 19: 170MPH, EXP 'C' SCREEN WALL CARRY BEAM SPAN TABLE: ITABLE 17: 150MPH. EXP 'C', 160MPH. EXP 'B' TABLE 18: 160MPH, EXP 'C', 170MPH, EXP 'B' TABLE 19: 170MPH, EXP 'C' SCREEN WALL CARRY BEAM SPAN TABLE: BEAM ROOF CLEAR S-0' SPAN 10'-0• iz-(r 14'-0" 1 18'-0' 1T-0" 18'-0" 2X3 SNAP 4'-0• 4'-1' 4'-0" 3'-V T-W 3'-r 31r 2x3x.097 BOX 5'-3• 5'-1• 4'-10" 4'-6" 4'-W 4.4• 4'4" 2.4 LAP 6.3" 6.1• 5•-0" S-r S4" S-r 5'-r 2x5x.093 BOX 7%1" V-9" S-r SJ' 61-1• S-0" F-lo' 2x5LAP r-1` r-T S-B• 64r 6-3• 6'-2" 6'-1" 2x6LAP T-8" T4• 7'4• r-r r-1• 6-10" 6.9^ 2x7 LAP 8'-0• 8'-0• 8'-0• T-1o• r-9" r4r r-r 2x8 LAP S-0• B'-0" 8'-0" 8'-0' V-0• 8'-0• 2x9 LAP SIT 8'-T W-Tv-r 6-0" HE 200 LAP 8'4r 8'-0• 6-0` 8'4• W-(r V-(r I 8'4T TABLE 20: 170MPH. EXP 'C'* SCREEN WALL CARRY BEAM SPAN TABLE: BEAM ROOF CLEAR T-0• SPAN 6-0' 9'-0" o,.v I 11•-0" z.T 13'-0' 2x3 SNAP T-8" 314" 3'4' 3'-3' T-r Y-1" 3-U- 2x3x.097 BOX 4'-r 4'.r 4'-1• T-10- T-9" T-7' Y-r 2.4 LAP 5'-2• S-0• 4'-T 41-V 4•-r 4'-T 4•1^ 2X5x.093 BOX VAG" S-V S-7• 54" 5-r 5'-2' S.o- 2X5 LAP 614T S-0• 6'-0' w-r 54- 5'-r CA" 2xB LAP 64r 6'-7' 64' 61-r 64r 5.10• 5'-8" 2XT LAP 7'4r 7'.T r-1• 6.10' fr-r 6-0^ 6'4" 2x8 LAP 81-T 8'-0• 8'4• 814T T4P 7'4- 2X9 LAP By8'-0' 8'-0` B'-0" 6-w T-10• T-10' 2x10 LAP Sdr 64T F-(r 8'br FT B'-0• 8'-0- TABLE 14-22 NOTES: SCREEN WALL CARRY BEAM SPAN TABLE: BEAM ROOF CLEAR 8'4r SPAN 10'-0" 1z-0• 14'-0^ 18'-0' r-0• 18'-0" 2X3 SNAP 4'4T T-T T-V T-r 3'4• 3'4^ 3'-r 2x3x.087 BOX 5'-0• 4'-8" 4'-r 4'4' 4'-2• 4'-1' 4'-1` 2X4 LAP 6-0• V-8• SS 6-21 6'4Y 4'-10' 4'-10' 2xSxM3 BOX 6-r 6.T 6-1• 5.10' V.S. S-r 5'4` 2x5LAP 8'-10' S-r V-r 8'4' 5.10" 5.9• 5.8" 2x8 LAP r4r r4" r-1• 6-0• 6'-7' 61-V 6'4• 2X7 LAP 1 8'-0" 8'4r r-T r-r T-r 7•-2' r-1- 2x8 LAP 8'-0" S'4r 6-0" 6-0" 814r 6-0' 8'4r 2X9 LAP 8'-0• S-0" 8'-0` 8'-0` 8'-0' 8'-0• 8'-0" 2X10 LAP 08'" 8'-0• 8'-0- 8'4r 8'-0• 8'-0• 8'-0' TABI F 21 - 175MPH. FXP 'C* SCREEN WALL CARRY BEAM SPAN TABLE: BEAM ROOF CLEAR T-0" SPAN 6-0• Sbr 10'-0" 11'-0' 1 12'-0• 13'-0^ 2x3 SNAP T-3• JT- 2" 3•-1" 3'-W T-W z-10• z-6• 2x3x.097 BOX 4'-0` T4r 341• T-7" T-6• 3'4" 2X4 LAP 4'-9• C4r 44• 4-r 4'-1• 4'-0" 2xSx.093 BOX SA• S-2" S-0' 4'-1(• 4'-9• 4'-r 2x5LAP S-r63• S-1" V-V 4'-10• 4-r 2X6 LAP 6'-0• S W S4r 6'-r S-r S-3" 2X7 LAP r-T 6-7• 64• 8'-r 6.1" 6'-10• 2X8 LAP 8.4r B'-0• 6-0• T-10• r4" T-3- LAP 6-0" 6-0" B'-0• T4r T-B' 2x10 LAP 8'br 64Y W.G. 6-0- 8'-0' 8'4Y 64r 1) 2010 ALUMINUM DESIGN MANUAL, ALLOWABLE STRESS DESIGN METHOD USED IN ALL TABLES. 2) USE APPROPRIATE TABLE REQUIRED BY THE FLORIDA BUILDING CODE & GOVERNING LOCAL BUILDING CODES. VERIFY REQUIREMENTS WITH BUILDING DEPARTMENT. 3) DEFLECTION LIMIT - L/120 -. 4) MAXIMUM EAVE BEAM SPANS ONLY NOTED IN TABLES 14-22. 5) IOPSF MINIMUM SOLID ROOF LIVE LOAD USED OR RESPECTIVE ROOF WINOLOAD (PER FBC TABLE 2002.4)USED, WHICHEVER GOVERNS. 6) ROOF CLEAR SPAN IS FROM HOSE' STRUCTURE TO THE CARRY BEAM. 7) 12' MAXIMUM OVERHANG ON FRONT AND SIDES OF ENCLOSURE. S) COLUMNS TO BE LATERALLY SUPPORTED EVERY 8' MAX. 9) ALL WIND SPEEDS SHOWN ARE ULTIMATE DESIGN WIND SPEEDS (Vult) HVHZ ONLY; DEFLECTION - L/SO FOR SPANS S 12'-0" AND V I80 FOR SPANS >12'-O", MINIMUM SOLID ROOF LIVE LOAD . 30PSF 11 COLUMN 2 COLUMN I -)-- COLUMN 2 SPACING m 0 • SPAK) SPAN2) COLUMN 1 SPACING SPAN1) AVERAGE COLUMN SPACING DEFINED SCREEN WALL CARRY BEAM SPAN TABLE: BEAM ROOF CLEAR r4T SPAN 8'-0• I 9'-0' 10'A' 11'4r 12--0" 1 13'-W 2x3 SNAP 3'-0• 3'4' 1 314• T-W 3'-2• 3'-1" T-T 2x3x.097 BOX 417 V-2' 4'-1" Y-10• 3'-V 3'-7" 3'-r 2X4 LAP 5'-21 S-0' 4'-0" 4•-W 4'-r 4'-W 4'-T 2x5x.093 BOX V-10" 5-r 6'-r 514" 5.7 5.7 51-0' 2x5 LAP 64r 5.8" 5'-r 514• S4• S-r 5'-1' 2.0LAP 61-V 8'-71 6.4. 6-r 6-0• 5.10" 51-0" 2X7 LAP T-0" rl. r.11 5-IT 61-r 61d" 54" 2X8lAP 6'-0' B'-0' Sdr 0" 64r T-B' r4- 2X9LAP 6'dr 8'-0- 8.0" 8'-0• 8'4Y 1 r-10" r-10- 2x10LAP 8'br 8'-0` 81-0" 81-0" W-(r I B'-0' r TABLE 22- 180MPH. EXP'D'* SCREEN WALL CARRY BEAM SPAN TABLE: BEAM ROOF CLEAR r4T SPAN S'-0• V-v I 16-0" 11'4 12''-0' 13'-0- 2x3SNAP Z-10• 2'-9• z-r 2-5' Tar z-1• 7-0" 2x3x.097 BOX T-9• 3'41• 3'-r T-6" 3'4• T-r T-T 2X4 LAP 4'-8' 4'4• 4'-2' V-1• V-0" T-10' T-S- 2x5XA93 BOX 5'-- S4r 4'-10• 41br 4'-B• 4'-7" 4'bi 2x5 LAP T-r 8.1' 64r 4'-10• 4'-r 441• 4'4' 2XS LAP 5'-10• S-8^ 5'-7' G-(r S-r 51-11 S-0- 2X7LAP 6-r 64• S-21 S.,• 5.10• 111. SS 2x8 LAP 814• 61401 r-Ir 714" r-3• r-1• T-0' 2X9 LAP 8'4T 8'-0` 8'-0• 7'-S" T-B• T-r r$" 2x10 LAP 64r 8'-0• 8'dr 6-0• 8,,w r-9• T-r CARRY BEAM SPAN DEFINED s zz 12c4c ( Z- D I- LU R 33a 55 zz` O - m 21L J w f 0.W 5 5 Lu 8 W W Wa Hg 55y25 pppppB9s;F SEEse5aa pp! 00-EAC-10031 a,ueX rJNK11dd 001.jpg LOT 296 LOT 297 LOT 298 1 0 o 3ri8iS W It LOT 2,84 p 0 ZI 0 p .... Z sip CONC in0 aco Z Z — OO%Z y LOT 285 g co S89 55-29-E 115.00' (P) 80 Z 5 _D.E. & U.E. A/C-'g Sri CONC. t DRIVE t• I_• o E IDI,VG 124 I 4.0 CONC. o W o WALK I - vi 60 0' O1- _ 25.5' 5 D.E. & U.E. S8955'29'E 115.00' (P) LOT 283 SURVEY NOTES CONCRETE DRIVE CROSSING WTO 10' LIE & DE ON EASTERLY SIDE OF LOT. PROPERTY SUPPLIED BY CITY WATER AND SEWER. LINE TABLE LINE I LENGTH BEARi* G Lt 60.00' N00'0-'31'E I WZ n 0 O (joNz 0o 00:p( 00 O — 2 C Z a OJ r 3 i W c Q o C 2 Q n. En 0 Zo Q oNIn N. cw U N 25.0' LJ I' O0 O O Z Z 0002 W NNNOZ i ilk------ PAGE 2 OF 2 PAGES BOUNDARY SURVEY LB#6135 TAX?GETSURVEYORSCER77FIC47E l HEREBY CERTIFYTHAT 7N45 BOUNDARY SURVEY NVRVMG, nvc, IS A TRUEAND CORRECT REPRESENTATION OFA i SURVEY PREPARED WADER MYDIREC77ON. erATC OF NOT VALID WTHOU TANAUrWff ,4TED EL ECTRONIC SERVING ALL FLORIDA COUNTIES a ' pl' •, SIGNATUREANDAUTHENTICATED ELECTRONIC SEAL, t u a v OR RAISED EMBOSSED SEAL AND SIGNATURE Dignaay s . W by Ojy Clyde M' Neal 6250 N. MILITARY WL, SUITE 102 WEST PALM BEACH, FL 33407 ON: CN - C" McNea6 C JS, o • Target surveying, Inc. PHONE (56/) 6404600 McNeal I Da2011.011tuseas. FACSIMILE (561)64D-0576 057 STATEWIDE PHONE (600) 226i607 CLYDE O. MCNEIL,PROFESSIONAL SURVEYOR AND M4PPER#2W3 STATEWIDEFACSIMILE (600)741-0576 https://mail. google.com/mail/u/0f#searctVmsUffariricole%4Ohotmail.com/l523d38ebafb2ecc?projector=1 1/1 THIS INST UMENTPRkPARED BY:/ Name: H V, I S't to / Q Address: lo. , .C'GLQ ' P_ tc s 1 7jvl c !24 ;a[ a 713 NOTICE OF COMMENCEMENT 19ARYr'1h1l IE hIORgE, SEt1IlJULE CUUh1TYCITE: h; QF C:IRC:UI1' COUR1' C, t:UhIPTROLLERBh361>= F's 1371 (1F' CLERK'S . 21-i161.1 i650 ? RECORDED 01/2I.i/,2.1.11.6 CI.21.29 F.nF'E :ORDIIJG •FEES Ali-1,1i1i RE:( ORDED BY hdevore sfe ,)- Permit Number. Parcel ID Number. .2n The undersigned hereby gives notice that improvement will be made jo certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. DESP giP,TPj4_WR0PERTY: (Legal desgriptlort of the property and street address if available) 2. GE RAL DESCRIPTION OF IMPROV Mnemrr m dal° M 3. OWNER INFORMATION O EE INFOR TION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: T'.'Al l heineq1 Interestinproperty: 15 Wh iffi It FeeSimpleTitleHolder (if other than owner listed above) Name: Address: `, l 4. CONTRACTOR: Name:f!L/ 1 _ j 1z4_0 1 .111t Phone Number. -40-7 IoR -% IM I Address: jag` / mil'. ( 'rW-t-I eN r.([ S. SURETY (If applicable, a copy of the payment bond Is attached): 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 maybe served as provided by Section 713. 13(1)(a)7., Florida Statutes. Name: Phone Number. 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Dale of Notice of Cormencement (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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAY G TW CE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE Jt FORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY B FOR IC MENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Uv99 r or Lessee, or Omv-es or Lessee's (Pdnt Name and Provide SIgnabr 's Title Authorized OfArectonParmerMmnager) r / State of j4z 7 County of The forapkia Instrument was acknowledged before me this day of %(w7«- L/ 20 I by r Who is personally known t me OR Na ofperson neldng stage e ® s who has produced Identificatiop4 type of Identification produced:_Ga?1^ iCh.' g/p" y v.vrvett fliTHE p IJ, CERTIFIED COPY ARYANN MORSE CLERK OF TH CIRC IT CO ND i•rilf F. COMPTROLqn o f rlSEMINOLE DA i 1' BY DEPUTY CLERK u, LARRY E. RENOVALES 3 Notary Public - State of Florida r Commission # FF 191870 My Comm. Expires Jan 21. 2019 A 2 p 2ot6 Central Florida Screens LLC 637 S Charles Richard Beall Blvd Suite #2 Debary, FL 32713 407) 687-1341 ScreenPlease@gmail.com www.CFLScreens.com ADDRESS Tiffani Finney 124 Islamorada Way Sanford 32771 CFLASCREENSI ACTVITY QTY" RATS AMOUNT: isr.Fb,WAr•S^>'r' .. _ ... .. r.- .... .. .v .., .wr'*'.,.. .. ... .. .r+4''y'F 'M+' 80ru Insulated Roof Instali:lnsulated Roof 1 2,800.00 2,800.00 Install 3" snap-n-lock insulated panels. Insulated Roof InstalUnsulated Roof Sealant/Flashing 1 0.00 0.00 Header: There will be a dual coat of Poly Butyl lining the bottom and mid section where the panel articulates with the interior aspect of the c channel Sealant Resevoir. Each sealant resevoir will have Poly Butyl filling it for maximum impermeability. E-Gutter: Poly Butyl sealant will trace the point in which the E-gutter channel meets the top aspect o the Panels. Flashing: 16" flashing that is color matched with the roof will be inserted underneath the starter layer of shingles. Beneath the flashing there will be a bead of Poly Butyl sealant and the flashing will be pressed down firmly and held in place with #10 tek fasteners with neoprene washers. Insulated Roof Install:Tuff Kote 1 0.00 0.00 Tuff-Kote Gold is a dual -layer paint finish with a base color layer, and a clear protective top layer. The top coat is fused to the base coat during the baking cycle. The result is a paint finish that is more resistant to damage than standard paint finishes. Durable satin matte finish. More resistant to weather and alkalines. Requires less maintenance than other finishes. Resists scratching, marring, corrosion and fading. Protects against surface damage during installation process. Insulated Roof Install:insulate Roof Gutter 1 0.00 0.00 Install 3" structural gutter color matched to the wall extrusion. Veteran Owned Business Bronze Lanai Fill In 1 0.00 0.00 1 x 2 aluminum construction along wall, concrete substrate, and header fastened with ceramic coated 25' Tapcons. 2 x 2 alurrinum cross members at 16' height will be Installed for kickplate installation. At choice midpoints in panels greater than 9' wide 2 x 2 uprights will be placed to allow for maximum screen tensity and support Warranty 1 0.00 0.00 5 year warranty on parts and labor from date that Installation is finished. This inckides any Issues with spline retracting and screen from the enclosure for purposes not visible, or if the spline is put in backwards. Excluded coverage: If an obstruction pierces the enclosure/screen or excessive pressure is placed upon the enclosure/screen and the product is damaged. As a courtesy we will cover small damages made by homeowner when possible within the first 3-4 months. This is not a part ofthe warranty but is offered in select circumstances. As a friendly reminder, ve do nor use subcontractors All our rns*a lrrrs are al payroo, worka, s compensation, insured, and covered by .iacdrrj This is ror your safety and :drs Gem Acce led By Accepted Date V Veteran Owned Business